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10040 W. 38th Avenue
From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Roofing Date: Wednesday, April 6, 2022 3:14:41 PM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Roofing THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this property Commercial Commercial or Residential? PROPERTY INFORMATION Property Address 10040 West 38th, Wheat Ridge, CO 80033 Property Owner Name Lee Edgerly Property Owner Phone 303-507-1272 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Do you have a signed contract to reroof this property? Blueskyconstrco@gmail.com Yes CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Monarch Construction and Roofing 100243 303-981-1265 Contractor Email permits@ monarch roof ing. com Address Retype Contractor Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or both? (check all that apply) perm its@monarch roof ng. com 70 50, 000.00 No Flat roof (less than 2:12 pitch) What is the pitch of the 1/12 FLAT roof? How many squares are 70 part of the FLAT roof? Describe the roofing material for the FLAT roof: 60 MIL TPO with a 1" ISO board Type of material for the TPO/EPDM FLAT roof: Provide any additional A commercial multi unit building detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Jon Lowrie Pe rm it Email not displaying correctly? View it in your browser. L 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: F C0`o Al Scott iga O 305622 04/0//202/ f j D AR oZS PROJECT DIRECTORY OWNER: STRUCTURAL ENGINEER: .� MUI-JTI TENANT CORE & SH PEOPLE TEAM A INVESTMENT, LLC WALLACE ENGINEERING Z 9275 Fox Fire Drive SAHN HO 9800 Pyramid Court, Suite 350 JOSH WALKER, P.E. KIPLING RIDGEL 0 T 2 Highlands Ranch, CO 80129 Englewood, CO 80112 Phone 303-350-1690 jwalker@wallacesc.com ' ARCHITECT: MECHANICAL & PLUMBING ENGINEER: w G3 ARCHITECTURE, INC. JCAA CONSULTING ENGINEERS ITwrM� RIME 10040 W. 38TH AVE 7730 E. Belleview Ave., Suite A-150 JASON LEE 4100 Wadscorth Blvd, JOSEPH GAUMOND F���II ,,� ������`� ������ ��� Greenwood Village, CO 80111 Phone 720-548-4359 Wheat Ridge, CO 80033 Phone 303-985-3260 WHEAT RIDGE, CO 80033 jlee@g3architecture.com jgaumond@jcaace.com �:in �al��, �Ir �r updxk Czc=d(m C43CwA Ff1 A PLaIF CIVIL ENGINEER: ELECTRICAL ENGINEER: FILm showing the as -alt WALLACE ENGINEERING JCAA CONSULTING ENGINEERS icondftka-z- jaA be iKpir d 9800 Pyramid Court, Suite 350 DANNY BALDWIN, P.E. 4100 Wadscorth Blvd, CLARENCE BERNAL pFkw r ��, ��is ''�� �f�i y Englewood, CO 80112 Phone 303-350-1690 Wheat Ridge, CO 80033 Phone 303-985-3260 SUMMARY OF WORK dbaldwin@wallacesc.com cbernal@jcaace.com 1. GRADING & SITEWORK LANDSCAPE:2. CONSTRUCTION OF 5,830 SF CORE & SHELLIT. BUILDING. OUTDOOR DESIGN GROUP, INC.3. EXTERORSIG AGESHADIBESUBMITTEDSE ARATELY FOR ERMNG: V 4. SEE DRAWINGS FOR FULL SCOPE OF WORK FOR ENTIRE PROJECT. THIS SUMMARY DOES NOT CHANGE OR SUPERSEDE WHAT IS SHOWN ON DRAWINGS. 5690 Webster Street MATT CORRION Arvada, CO 80002 Phone 303-993-4811 mcorrion@odgdesign.com VICINITY MAP NO SITE LOCATION MAP NO REFERENCE SYMBOLS SHEETINDEX SCALE SCALE REVISION SYMBOL F-1 FRAME ID ISSUED Mere— N ISSUED N T o o 0 0 0 Long Lake - .m... y ...... . _.,... _ R9°^a.el _ -.C? Ar -die .- o eerWv � WhealR DETAIL DETAIL REFERENCE D01 DOOR ID 8 atltlar a..b.a._ �... GPen Space g le, wa� w HereaTeeGeM1,erP� Waw... �i SHEET SHEET REFERENCE w w °^o �'e'�� v . ° M , -- _ n e W E 11MitldeSchonO �'-6'I LL LL ® ELEVATION O O s,^r'aineed M,G,,.e, a,M1eh°© w.,,.._ �... eren:cres_ ® de w.e �pP �` eep� 5 `�¢ = a a w w q� pG°^°`° a m A.F.F. DETAIL ELEVATION REFERENCE W W m 9^ e - o wLam,NeLFY o - Railroad Museum Q ° JOB SITE O.ss..F e1u%pM0t0f9 JOB SITE,,, VFivaFrdgeaFarmbucks W3e=ha.e Louse . R WhealYdge Perk Peab ¢Yan Church® SHEET SHEET REFERENCE W W ® -... r. a ApDlewootl Goll Co°rse® v= W35�� q 'WM1eat Rldge w.py,.W. _® Ap 01,CHill o s Manua 9 _ _ wsnnai tl wanew SPrsF,,mersMerkel9 - � - Widi, FINISH REFERENCE W N zLL U W N zLL U J ®-„b.. W&Ceme,e meciuo It Romna Mlus91 n .� iPark •-_.. E,9a�1er... Gow^,ewaAa Ramo °R° 9""' g _ p{"- DETAIL SECTION REFERENCE a u= a u= M. ke°Par Pepa,G°ar oLaemers4°arr ..,,.. mo _n w,Php wM1 o k Q "- - SHEET SHEET REFERENCE ROOM1 . c•'£ erwn W'h'ams ®wu a a oaal Trare Go,C°hp °eeee Waa, ®' mR oe"vei m# ' n h hA W35tM1A� _ 3 hA W3sr .e RooM2 GENERAL STRUCTURAL oGo°radeMs .,... �.,°... �.r=... ®LH<eL�ease `"-Q €asl_Pleasanl ^`^^` " n "°O'"` n.arHe 1d,Q n�aiiay d y�` pp0W H w ^w HGPF"APTSTMMaT;m'on'eV cRuncH® a _ Whoa, Rldpe Ll B ROOM NAME /NUMBER 000 DETAIL G001 COVER SHEET • • S001 GENERAL NOTES • • G002 CODE ANALYSIS & EXITING PLANS • • S002 STRUCTURAL SPECIAL INSPECTIONS • • G003 BUILDING ENVELOPE COMCHECK • • S020 TYPICAL DETAILS • • A SHEET C INTERIOR ELEVATION & SHEET REFERENCE COLUMN LINE �JJ G004 BUILDING ENVELOPE COMCHECK • • S030 MISC DETAILS • • D G005 WORK LETTERS • • S101 FOUNDATION PLAN • • GENERAL NOTES DOOR HARDWARE S102 FOUNDATION WALL AND SLAB PLAN • • 5201 LOW STEEL FRAMING PLAN • • S202 ROOF FRAMING PLAN • • A. GENERAL MANUFACTURER'S USED: CIVIL CONSTRUCTION SET (REFERENCE ONLY) S300 FOUNDATION DETAILS • • 1. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL THOROUGHLY FAMILIARIZE 16. DRAWING NOTES ARE TYPICAL IN NATURE AND APPLY TO MULTIPLE DRAWINGS. BYO BY OTHERS (ITEMS FURNISHED IN OTHER SECTIONS) C-101 COVER SHEET • • S400 TYPICAL JOIST DETAILS • • THEMSELVES WITH THE CONSTRUCTION DOCUMENTS AND VERIFY EXISTING SITE NOTES ON ANY ONE DRAWING ARE TO APPLY TO ALL OTHER SIMILAR MATERIALS CONDITIONS PRIOR TO BID SUBMITTAL. AND SYSTEMS UNLESS NOTED OTHERWISE. THE GENERAL NOTES APPLY TO ALL FAL FALCON C-102 GENERAL NOTES • 0 S401 FRAMING DETAILS • • 2. THE ARCHITECT AND HIS CONSULTANTS WILL NOT HAVE CONTROL OF AND WILL NOT CONSTRUCTION DOCUMENTS. IVE IVES PEMKO C-201 SURVEY • • S402 FRAMING DETAILS • • BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, BE PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE 17. ALL SOILS EXCAVATION WORK TO BE PERFORMED BASED UPON THE C-301 DEMOLITION AND EROSION CONTROL PLAN • • S403 FRAMING SECTIONS • • WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, GEOTECHNICAL ENGINEERING REPORT. F HW SET# 001 -EXTERIOR -ALUMINUM ENTRY C-401 SITE PLAN • • S404 FRAMING DETAILS • • SUBCONTRACTORS OR ANY OTHER PERSON PERFORMING ANY OF THE WORK ON C-501 GRADING PLAN • • S501 BRACED FRAMES • • THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN DOOR NUMBER ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. B. DIMENSIONING D01 D02 D03 D04 D05 D06 D07 D08 D09 C-601 UTILITY PLAN • • S502 BRACED FRAME DETAILS • • 3. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. 1. ALL DIMENSIONS ARE IN FEET -INCHES. EACH TO HAVE: C-701 CONSTRUCTION CONTROL PLAN • 4. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND 2. DRAWING DIMENSIONS GOVERN AND SCALING OF DRAWINGS IS NOT QTY DESCRIPTION CATALOG NUMBER FIN MFR EA CONT. HINGE IVE C-801 DETAILS • • MEET APPROPRIATE N.E.M.A. STANDARDS. PERMITTED. 1 112HD 628 C-802 DETAILS • • 1 EA PANIC HARDWARE 1592-NL-OP-628-CYL 628/628 FAL 5. THE CONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST ANY DEFECTS OR 3. MATERIAL/FIXTURE ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS 1 EA RIM CYLINDER 951 626 FAL MECHANICAL OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. ARE FROM TOP OF SLAB UNLESS NOTED OTHERWISE. 1 EA 90 DEG OFFSET PULL 8190H 10" STD 630 IVE C-803 DETAILS • • 6. THE CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS FOR A PERIOD 4• EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR FACE OF FOUNDATION. 1 EA SURFACE CLOSER SC81 RW/PA 689 FAL C-804 DETAILS • • M0.1 MECHANICAL COVER SHEET • • AGREED TO IN ADVANCE WITH THE OWNER. TBWMS 1 EA MOUNTING PLATE - PS SC80-18PA 689 FAL C-805 DETAILS • • M0.2 MECHANICAL SCHEDULES • • 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, C. MISCELLANEOUS 1 EA BLADE STOP SPACER SC80-61 689 FAL C-806 DETAILS • • M0.3 MECHANICAL SPECIFICATIONS • • CUTTING AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. 1 EA FLOOR STOP FS444 626 IVE M1.1 MECHANICAL FLOOR PLAN • • 1. MIN. 3/8" ISOLATION JOINT W/ BACKER ROD & SEALANT EXTERIOR JOINTS 1 SET WEATHER STRIP DOOR MFR STANDARD 628 BYO 8. NO PRODUCT SUBSTITUTIONS ARE ALLOWED. AROUND DOORS, WINDOWS AND LOUVER FRAMES AND AT PENETRATIONS OF 1 EA DOOR SWEEP DOOR MFR STANDARD 628 BYO 9. ALL SUBCONTRACTORS SHALL PROVIDE A CERTIFICATE OF INSURANCE TO THE OWNER MECHANICAL, ELECTRICAL AND PLUMBING FIXTURES TO PREVENT AIR AND 1 EA THRESHOLD DOOR MFR STANDARD AL BYO & GENERAL CONTRACTOR PRIOR TO STARTING THE WORK. WATER INFILTRATION. SITE DEVELOPMENT PLAN SET (REF. ONLY) k 2. CAULK ALL CONCRETE JOINTS, EXTERIOR WALLS, ETC. 10. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL PROVIDE THE OWNERS PLUMBING REPRESENTATIVE A CONDITIONAL LIEN RELEASE UPON PROGRESS PAYMENTS AND AN 3. ISOLATE DISSIMILAR METALS FROM EACH OTHER TO PREVENT ELECTROLYTIC 1 OF 7 COVER SHEET • • UNCONDITIONAL RELEASE UPON FINAL PAYMENT. ACTION. 2 OF 7 SITE PLAN • • P0.1 PLUMBING COVER SHEET • • 11. REQUESTS FOR INFORMATION SHALL BE DIRECTED VIA E-MAIL TO THE ARCHITECT AS A 4. SELF -ADHERED FLASHING (SAF), WRAP INTO ALL ROUGH OPENINGS FOR 3 OF 7 LANDSCAPE PLANT LIST & DETAILS • • P0.2 PLUMBING SPECIFICATIONS • • PDF FILE WITH BACKUP DOCUMENTATION AND COPIED TO THE OWNER'S WATER PROOF 4 OF 7 LANDSCAPE PLAN • • P1.0 PLUMBING FLOOR PLAN AND DETAILS • • REPRESENTATIVE. CHANGES THAT WILL INCUR AN ADDITIONAL COST TO THE PROJECT SHALL BE ISSUED AS A CHANGE ORDER REQUEST TO ARCHITECT AND THE OWNER'S 5 OF 7 BUILDING ELEVATIONS • • REPRESENTATIVE FOR APPROVAL PRIOR TO COMMENCING THE WORK. D. REFERENCE 6 OF 7 SITE DETAILS • • 12. THE CONTRACTOR SHALL PROTECT ALL PARTS OF THE WORK AND MATERIALS FROM 1. GEOTECHNICAL ENGINEERING REPORT, DATED JUNE 24, 2019 _' t 11 ' of WEATHER DAMAGE. WORK AND MATERIALS THAT BECOME DAMAGED SHALL BE REPLACED J�' Comm Nin, 7 OF 7 PHOTOMETRIC PLAN • • AT CONTRACTOR'S EXPENSE. APPROVED ELECTRICAL E0.1 ELECTRICAL COVER SHEET • • 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EQUIPMENT AND MATERIALS DELIVERED TO THE JOB SITE, USED DURING CONSTRUCTION AND INSTALLED BY THE �vintiikl_t8( Cama ES1.1 ELECTRICAL SITE PLAN • CONTRACTOR. THE ARCHITECT WILL NOT BE HELD LIABLE FOR STOLEN EQUIPMENT, kirkmoney 04/14/2021 E1.1 ELECTRICAL PLAN • • MATERIALS OR DAMAGE OF THE SAME ON THE JOB SITE. ARCHITECTURAL 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED Plans ExarnrMlt A101 ARCHITECTURAL SITE PLAN • • E2.1 ELECTRICAL ONE LINE DIAGRAM • • BY EACH TRADE. lAift.AamdLMmrwr *f&Pomwdw "Pwo*#fW°°"'-#L ` A102 SITE DETAILS • • " 3 + 'yaw"`'t ft&P" OffiK 'k 15. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS sryr q6 ee. P"°""�'� qi r+bwws*y, ;�ilw,or �' �!t"aR oi.sn. wb.n.' p..,.....yL,o,r*.a+orrartow"ae�.lm. .d...r,&W-A.g A201 FLOOR PLAN • • FOR ADDITIONAL NOTES. .,os cifow My0"O"dUwcz A202 ROOF PLAN • • A301 EXTERIOR ELEVATIONS • • A401 BUILDING & WALL SECTIONS • • A402 BUILDING & WALL SECTIONS • • A403 WALL SECTIONS • • A404 WALL SECTIONS • • A501 DOOR & WINDOW TYPES AND SCHEDULE • • A601 DETAILS • • A602 DETAILS • • L 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: F C0`o Al Scott iga O 305622 04/0//202/ f j D AR oZS N UJ .� Z � w °C co N O >O a 00 0 M W >M 70 O CZ o CD T Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 2ND CORRECTIONS 02.24.21 FINAL CD 04.01.21 No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 04.01.21 Filename: Sheet Title: COVER SHEET Sheet #: G001 © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED 00. .� co N O >O a 00 0 M W >M 70 O CZ o CD T Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 2ND CORRECTIONS 02.24.21 FINAL CD 04.01.21 No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 04.01.21 Filename: Sheet Title: COVER SHEET Sheet #: G001 © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED BUILDING CODE GOVERNING CODES 2018 International Building Code 2018 International Mechanical Code 2018 International Plumbing Code 2018 International Energy Conservation Code 2018 International Fire Code 2018 International Fuel Gas Code 2020 National Electric Code ICC/ANSI A117.1- 2009 American National Standard: Accessible and Usable Buildings and Facilities PROPERTY ADDRESS 10040 W 38th Ave Wheat Ridge, CO 80033 CODE INFORMATION BLDG. HEIGHT and AREAS Total Building Area: 5,830 sf Building Story: 1 Story Building Height: 22 ft Sprinkler System: Fully Sprinkled Type of Construction: V -B CONSTRUCTION TYPE (IBC Table 601): TYPE V -B: Any Materials permitted by this code. Primary Structural & Roof Frame: 0 Hr Fire -Resistance Rating Bearing Exterior Walls: 0 Hr Fire -Resistance Rating Bearing & Non-bearing Interior Walls: 0 Hr Fire -Resistance Rating CODE ALLOWABLE BLDG. HEIGHT/AREAS & PROVIDED Occupancy Group "M" (IBC Table 503) ITEM ALLOWED PROVIDED Building Height: 40 ft 22 ft Building Stories: 1 1 Building Areas: 9,000 sf 5,830 sf 0 L BUILDING ANALYSIS SUITE '110' OCCUPANCY (IBC Section 309): Occupancy Group: M "MERCANTILE" OCCUPANT LOAD (IBC Section 1004): Total Tenant Area: 1,471 sf Total Occupant Load: 25 OCC. (1,471 SF/60 = 25 OCC.) EGRESS WIDTH (Section 1005) Required Min. Egress Width: Provided Egress Width: 42 inches 25 x 0.2 = 5 inches MINIMUM NUMBER OF EXITS (IBC Section 1015) Required 2 Exits Provided Exit No: 2 Exits EXIT ACCESS TRAVEL DISTANCE (Table 1016.2) Required Max. Travel Distance: 250 Ft. Provided Max. Travel Distance: 50 Ft. STRUCTURAL SPECIAL INSPECTOR AND INSPECTION REQUIREMENTS 1. STRUCTURAL SPECIAL INSPECTOR: DAVID A. GLATER, P.E., C.P.G. dglater@ctlthompson.com Principal Geological Engineer CTL Thompson, Inc. 1971 W. 12th Ave. Denver, CO 80204 (303) 825-0777 x5022 2. STRUCTURAL SPECIAL INSPECTION REQUIREMENTS: SEE SHEET S002 AI NTCC 1. THE FIRE ALARM CONTROL PANEL IS REQUIRED TO BE LOCATED IN THE WATER ENTRY ROOM ON AN INTERIOR WALL. 2. A SERIES 4400 KNOX BOX SHALL BE LOCATED ADJACENT TO THE WATER ENTRY ROOM DOOR AND THE MAIN ENTRY; THE KNOX BOX SHALL BE MOUNTED FROM 5-6 FEET AFF. 3. PERMANENT HEAT SHALL BE PROVIDED IN THE WATER ENTRY ROOM. 4. EMERGENCY LIGHTING SHALL BE PROVIDED IN THE WATER ENTRY ROOM. 5. PROVIDE "FIRE SPRINKLER CONTROL VALVE ROOM" SIGNAGE AND MOUNT ON THE WATER ENTRY ROOM DOOR. 6. A WALKWAY SHALL BE PROVIDED TO THE WATER ENTRY ROOM AND THE FDC SHALL HAVE A 4X4 FOOT PAD PLACED IN FRONT OF IT. SYMBOL * FIRE EXTINGUISHER (SHALL BE MOUNTED 3~4 FT AFF) 41 SUITE '120' OCCUPANCY (IBC Section 309): Occupancy Group: M "MERCANTILE" OCCUPANT LOAD (IBC Section 1004): Total Tenant Area: 1,382 sf Total Occupant Load: 23 OCC. (1,382 SF/60 = 23 OCC.) EGRESS WIDTH (Section 1005) Required Min. Egress Width: Provided Egress Width: 42 inches 23 x 0.2 = 4.6 inches MINIMUM NUMBER OF EXITS (IBC Section 1015) Required 2 Exits Provided Exit No: 2 Exits EXIT ACCESS TRAVEL DISTANCE (Table 1016.2) Required Max. Travel Distance: 250 Ft. Provided Max. Travel Distance: 50 Ft. SUITE '130' OCCUPANCY (IBC Section 309): Occupancy Group: M "MERCANTILE" OCCUPANT LOAD (IBC Section 1004): Total Tenant Area: 1,440 sf Total Occupant Load: 24 OCC. (1,440 SF/60 = 24 OCC.) EGRESS WIDTH (Section 1005) Required Min. Egress Width: Provided Egress Width: 42 inches 24 x 0.2 = 4.8 inches MINIMUM NUMBER OF EXITS (IBC Section 1015) Required 2 Exits Provided Exit No: 2 Exits EXIT ACCESS TRAVEL DISTANCE (Table 1016.2) Required Max. Travel Distance: 250 Ft. Provided Max. Travel Distance: 50 Ft. 2 T3 4 1 EXIT 13 OCC. (PANIC HARDWARE) — — — — — — — — — — — — — — n. I � ------ G,r ---- — I I I I I I I I I I I I I I I I I I I I I I I I I I I L_ I I I I I I I I 11mi1 I JI n/� I I Q 1,471 sf I Z (25 OCC. Load) I 21 SUITE I 01 110 I DI I UI Ili�v'IiI EXIT 12 OCC. (PANIC HARDWARE 1 2 EXIT EXIT 12 OCC. 12 OCC. (PANIC HARDWARE) (PANIC HARDWARE) F-------------------------------- 7 TJ GT I I I I I III I II I II I II I II I II I II I II I II I I I I I III I II I II I II I II I II I II I II I II I II I II I I I I I III I II I II I II I II I II I II 11M 11 J M J 1111 I <II I <III 1, 382 sfZII 1,440 sf i Z (23 Occ. Loa) W i i (24 OCC. Load) W SUITE WII SUITE I W 120 D I I 130 D I IS,I I � SI I II I II RISER I ROOM II II 100 lilt -----------------------v v EXIT EXIT 11 OCC. 12 OCC. (PANIC HARDWARE) (PANIC HARDWARE) SUITE '140' OCCUPANCY (IBC Section 309): Occupancy Group: M "MERCANTILE" OCCUPANT LOAD (IBC Section 1004): Total Tenant Area: 1,477 sf Total Occupant Load: 24 OCC. (1,477 SF/60 = 25 OCC.) EGRESS WIDTH (Section 1005) Required Min. Egress Width: Provided Egress Width: 42 inches 25 x 0.2 = 5 inches MINIMUM NUMBER OF EXITS (IBC Section 1015) Required 2 Exits Provided Exit No: 2 Exits EXIT ACCESS TRAVEL DISTANCE (Table 1016.2) Required Max. Travel Distance: 250 Ft. Provided Max. Travel Distance: 50 Ft. EXIT 13 OCC. (PANIC HARDWARE) — — — — — _ — — — — — — _ GT I I i i I I I I I I I I I 11 M 11 I 1,477 sf I (250cc. Load) SUITE 140 I I I I v? EXIT 12 OCC. (PANIC HARDWARE) T 5 G) b b __0 - -----@c EXITING PLAN & CODE STUDY FAI 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: F C0`o Al 'Q'9 Q Scott iga O 305622 02/24/202/ f j D AR (n 06 N Uo co J M o > o Z Q00 � �o CIDM Z •— I > 70 W 0 °C OCD ca Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 ,2ND CORRECTIONS 02.24.21 . s Pgpott gSSo . ra\e cde _ s- C�� /n9 No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 02.24.21 Filename: Sheet Title: CODE ANALYSIS & EXITING PLAN Sheet #: G002 SCALE •• 1/8" = 1' - 0" @ G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED 6 COMcheck Software Version 4.1.1.0 �( Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Multi Tenant Core & Shell - Kipling Ridge Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing / Wall Area: 30% Construction Site: 10040 W. 38th Ave. Wheat Ridge, CO 80033 Owner/Agent: Sahn Ho People Team A Investment, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Designer/Contractor: Jason Lee G3 ARCHITECTURE, INC. 7730 E Belleview Ave Suite A-150 Greenwood Village, CO 80111 720-542-9416 jlee@g3architecture.com Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area 1 -Business and Retails (Retail) : Nonresidential 5830 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(a) Perimeter Roof 1: Insulation Entirely Above Deck, [Bldg. Use 1 - Business and QCNT Slab-On-Grade: Unheated, Ve=[Bldg.- Business Aails] (c) Exterior Wall 3.2: Steel -Framed, 16" o.c., [Bldg. Use 1 - Business and Retails] Exterior Wall 3.1: Steel -Framed, 16" o.c., [Bldg. Use 1 - Business and Retails] Window 3: Metal Frame:Fixed, Perf. Specs.: Product ID NA, SHGC 0.38, [Bldg. Use 1 - Business and Retails] (b) EAST Exterior Wall 1.1: Steel -Framed, 16" o.c., [Bldg. Use 1 - Business and Retails] Exterior Wall 1.3: Steel -Framed, 16" o.c., [Bldg. Use 1 - Business and Retails] Window 1: Metal Frame:Fixed, Perf. Specs.: Product ID NA, SHGC 0.38, PF 0.25, [Bldg. Use 1 - Business and Retails] (b) SOUTH Exterior Wall 2.3: Steel -Framed, 16" o.c., [Bldg. Use 1 - Business and Retails] Window 2: Metal Frame:Fixed, Perf. Specs.: Product ID N/A, SHGC 5830 --- 30.0 0.032 0.032 340 --- 5.0 0.560 0.540 143 21.0 0.0 0.106 0.064 581 21.0 5.0 0.069 0.064 287 --- --- 0.340 0.380 596 21.0 0.0 0.106 0.064 1158 21.0 5.0 0.069 0.064 817 --- --- 0.340 0.380 708 21.0 5.0 0.069 0.064 160 --- --- 0.340 0.380 Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 01/27/21 Data filename: G:12019 Projects\19-008 - Kipling Ridge, Lot 2 - Wheat Ridge, C0103 ARCH DWGS & SPECS103 Page 1 of 10 CDICITY SUBMITTALSICOMCheck\KRLf.cck Section Inspection Checklist Energy Code: 2018 IECC # Footing / Foundation Inspection Complies? Comments/Assumptions & Req.l D Section -close. Refernece section C403.7.7 for # Plan Review C303.2 Slab edge insulation installed per ❑Complies [FR12]2 [F04]1 manufacturer's instructions. ❑Does Not can be determined for the building ❑Not Observable envelope and document where ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Not Applicable [FR13]1 C303.2.1 Exterior insulation protected against ❑Complies provided. [F06]1 damage, sunlight, moisture, wind, ❑Does Not ❑Not Applicable C402.4.3 landscaping and equipment [-]Not Observable [FR10]1 ❑Not Observable u' maintenance activities. ❑Not Applicable C402.4.2 In enclosed spaces > 2,500 ft2 C402.2.4 Slab edge insulation R -value. ❑Complies See the Envelope Assemblies table for values. [F03]2 Vertical fenestration U -Factor. ❑Does Not C402.4.3. ❑Does Not ❑Not Observable service, manufacturing, non- ❑ Not Observable refrigerated warehouse, retail store, ❑Not Applicable ❑Not Applicable C402.2.4 Slab edge insulation depth/length. ❑Complies See the Envelope Assemblies table for values. [F07]2 Slab insulation extending away from ❑Does Not an approved manner and material ❑Not Observable building is covered by pavement or ❑Not Observable ❑Not Applicable >= 10 inches of soil. ❑Not Applicable >= 1 percent. C402.2.6 Radiant heating systems panels ❑Complies See the Envelope Assemblies table for values. [FO12]3 insulated to >=R-3.5 on face opposite ❑Does Not ❑Does Not [FR18]3 space being heated. [-]Not Observable ❑Not Applicable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(a) Perimeter 0.38, PF 0.25, [Bldg. Use 1 - Business and Retails] (b) WEST Exterior Wall 4.1: Steel -Framed, 16" o.c., [Bldg. Use 1 - Business and 199 21.0 0.0 0.106 0.064 Retails] Exterior Wall 4.3: Steel -Framed, 16" o.c., [Bldg. Use 1 - Business and 1643 21.0 5.0 0.069 0.064 Retails] Window 4: Metal Frame:Fixed, Perf. Specs.: Product ID NA, SHGC 250 --- --- 0.340 0.380 0.38, [Bldg. Use 1 - Business and Retails] (b) (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4. 0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. (� L_ 01/2812021 Name - Title Signature Date Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 01/27/21 Data filename: G:\2019 Projects\19-008 - Kipling Ridge, Lot 2 - Wheat Ridge, C0\03 ARCH DWGS & SPECS\03 Page 2 of 10 CDICITY SUB MITTALSICOMCheck\KRLf.cck Section Inspection Checklist Energy Code: 2018 IECC # Framing / Rough -In Inspection Complies? Comments/Assumptions & Req.l D Section -close. Refernece section C403.7.7 for # Plan Review C303.1.3 Fenestration products rated in❑Complies [FR12]2 accordance with NFRC. ❑Does Not ❑Does Not can be determined for the building ❑Not Observable envelope and document where Applicable ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies [FR13]1 to performance labels or certificates ❑Does Not ❑Does Not n provided. ❑Not Observable [C402.4.1 ❑Not Applicable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Not Observable u' ❑Does Not ❑Not Applicable C402.4.2 In enclosed spaces > 2,500 ft2 ❑Not Observable [PR14]1 directly under a roof with ceiling ❑Does Not ❑Not Applicable C402.4.3, Vertical fenestration U -Factor. ❑Complies See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 4 [FR8]1 service, manufacturing, non- ❑ Not Observable refrigerated warehouse, retail store, ❑Not Applicable C402.5.1. The building envelope contains a ❑Complies 2.1 continuous air barrier that is sealed in ❑Does Not [FR19]1 an approved manner and material ❑Not Observable area to daylight zone is >= 3 percent permeability <= 0.004 dfm/ft2. Air ❑Not Applicable barrier penetrations are sealed in an ' >= 1 percent. approved manner. C406 Plans, specifications, and/or C402.5.2, Factory -built fenestration and doors ❑Complies C402.5.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements, ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1} 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 01/27/21 Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 01/27/21 Data filename: G:12019 Projects119-008 - Kipling Ridge, Lot 2 - Wheat Ridge, C0103 ARCH DWGS & SPECS103 Page 4 of 10 Data filename: G:12019 Projects119-008 - Kipling Ridge, Lot 2 - Wheat Ridge, C0103 ARCH DWGS & SPECS103 Page 5 of 10 CDICITY SUB MITTALSICOMCheck\KRLf.cck CDICITY SUB MITTALSICOMCheck\KRLf.cck L_ COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2018 IECC Stair and elevator shaft vents have Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section -close. Refernece section C403.7.7 for # Plan Review Complies? Comments/Assumptions & Req. ID C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building ❑Not Observable envelope and document where Applicable exceptions to the standard are '❑Not claimed. ❑Not Observable C402.4.1 The vertical fenestration area <= 30 _ ❑Complies [PR10]1 percent of the gross above -grade wall ❑Does Not n area. "❑Not Observable u [C402.4.1 ❑Not Applicable The skylight area <= 3 percent of the ❑Complies ; [PR11]1 gross roof area. ❑Does Not n � 10 ❑Not Observable u' ❑Not Applicable C402.4.2 In enclosed spaces > 2,500 ft2 ❑Complies ; [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, ❑Not Observable' lobby, atrium, concourse, corridor, ❑Not Applicable storage, gymnasium/exercise center, convention center, automotive ; service, manufacturing, non- ' refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >= half the floor area; (b) the skylight ; area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture ' >= 1 percent. C406 Plans, specifications, and/or ❑Complies ; [PR9]1 calculations provide all information ❑Does Not with which compliance can be n ❑NotObservable determined for the additional energy u ❑Not Applicable efficiency package options. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 01/27/21 Data filename: G:12019 Projects\19-008 - Kipling Ridge, Lot 2 - Wheat Ridge, C0103 ARCH DWGS & SPECS103 Page 3 of 10 CDICITY SUBMITTALSICOMCheck\KRLf.cck Section # & Req.l D Mechanical Rough -In Inspection Complies? C402.5.5, Stair and elevator shaft vents have ❑Complies C403.2.4. motorized dampers that automatically ❑Does Not 3 -close. Refernece section C403.7.7 for ❑Not Observable [ME3]3 'operational details. H ❑Not Applicable C403.7.7 Outdoor air and exhaust systems have ❑Complies [ME58]3 motorized dampers that automatically ❑Does Not shut when not in use and meet ❑Not Observable maximum leakage rates. Check ❑Not Applicable M70 gravity dampers where allowed. Z Reference section language for operational details. a 0 Additional Comments/Assumptions: Comments/Assumptions 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) l Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 01/27/21 Data filename: G:12019 Projects119-008 - Kipling Ridge, Lot 2 - Wheat Ridge, C0103 ARCH DWGS & SPECS103 Page 6 of 10 CDICITY SUB MITTALSICOMCheck\KRLf.cck 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: f C04O �9 O Scott iga � 305622 0//29/202I V D ARG��� U) oZS N ()0 M H ;o `° L O CID 7C) M70 Z � a 0 � 10 L J Y Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 ,CORRECTIONS 01.29.20 �y Pgbott gsso �ra� f CAA� O G,jQ,/ng No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 01.29.21 Filename: Sheet Title: BUILDING ENVELOPE COMCHECK Sheet #: G003 ■ ■ @ G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED Section Final Inspection Complies? Comments/Assumptions # Rough -In Electrical Inspection Complies? Comments/Assumptions & Req.ID []Does Not •O rated and labeled. Seal between C405.6 Low -voltage dry -type distribution ❑Complies [EL26]2 electric transformers meet the []Does Not ❑Does Not minimum efficiency requirements of ❑Not Observable poured loose -fill insulation is installed Table C405.6. ❑Not Applicable C405.7 Electric motors meet the minimum ❑Complies [EL27]2 efficiency requirements of Tables ❑Does Not C405.7(1) through C405.7(4). ❑Not Observable Insulation installed on a suspended Efficiency verified through certification ❑Not Applicable [IN20]1 under an approved certification ❑Does Not program or the equipment efficiency specified for roor/ceiling assemblies. ❑Not Observable ratings shall be provided by motor Continuous insulation board installed manufacturer (where certification programs do not exist). C405.8.2, Escalators and moving walks comply ❑Complies C405.8.2. with ASME A17.1/CSA B44 and have ❑Does Not 1 automatic controls configured to ❑Not Observable [EL28]2 reduce speed to the minimum ❑Does Not permitted speed in accordance with ❑Not Applicable ❑ Not Observable ASME A17.1/CSA B44 or applicable data. local code when not conveying C303.2 passengers. ❑Complies C405.9 Total voltage drop across the ❑Complies [EL29]2 combination of feeders and branch ❑Does Not circuits c= 5%. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 I Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 03/12/20 Data filename: G:12019 Projects\19-008 - Kipling Ridge, Lot 2 - Wheat Ridge, C0103 ARCH DWGS & SPECS103 Page 7 of 10 CDICITY SUB MITTALSICOMChecklKRLf.cck Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 03/12/20 Data filename: G:12019 Projects119-008 - Kipling Ridge, Lot 2 - Wheat Ridge, C0103 ARCH DWGS & SPECS\03 Page 10 of 10 CDICITY SUB MITTALS\COMCheck\KRLf.cck L_ Section Final Inspection Complies? Comments/Assumptions # Insulation Inspection Complies? Comments/Assumptions & Req.ID []Does Not •O rated and labeled. Seal between C303.1 Roof insulation installed per ❑Complies ❑Not Applicable [IN3]1 manufacturer's instructions. Blown or ❑Does Not [F157]1 documents will be provided to the poured loose -fill insulation is installed ❑Not Observable owner. Documents will cover ❑Not Observable only where the roof slope is <=3 in ❑Not Applicable ❑Not Applicable SH 12. AS NOTED C402.2.1 Insulation installed on a suspended ❑Complies to owner how building, equipment and [IN20]1 ceiling having ceiling tiles is not being ❑Does Not specified for roor/ceiling assemblies. ❑Not Observable Continuous insulation board installed ❑Not Applicable in 2 or more layers with edge joints offset between layers. C303.1 Building envelope insulation is labeled ❑Complies [IN 10]2 with R -value or insulation certificate ❑Does Not providing R -value and other relevant ❑ Not Observable data. ❑Not Applicable C303.2 Above -grade wall insulation installed ❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2.1 Exterior insulation is protected from ❑Complies [IN14]2 damage with a protective material. ❑Does Not Verification for exposed foundation ❑Not Observable insulation may need to occur during ❑Not Applicable Foundation Inspection. C402.2.3 Above -grade wall insulation R -value. ❑Complies See the Envelope Assemblies table for values. [IN6]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.2.3 Floor Insulation R -value. ❑Complies Seethe Envelope Assemblies table for values. [IN8]2 ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies [IN18]3 components, designed for heat ❑Does Not transfer from the panel surfaces to the ❑Not Observable occupants or indoor space are ❑Not Applicable insulated with a minimum of R 3.5. C402.2.2 Roof R -value. For some ceiling ❑Complies See the Envelope Assemblies table for values. [IN2]1 systems, verification may need to ❑Does Not occur during Framing Inspection. ❑Not Observable ❑Not Applicable C402.5.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor- ❑Not Applicable permeable wrapping material to minimize air leakage. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 03/12/20 Data filename: G:12019 Projects119-008 - Kipling Ridge, Lot 2 - Wheat Ridge, CO\03 ARCH DWGS & SPECS103 Page 8 of 10 CD\CITY SUB MITTALS\COMCheck\KRLf.cck Section # & Req.l13 Final Inspection Complies? Comments/Assumptions C402.5.8 Recessed luminaires in thermal ❑Complies [F12611 envelope to limit infiltration and be IC []Does Not •O rated and labeled. Seal between ❑Not Observable ing interiorfinish and luminaire housing. ❑Not Applicable C408.1.1 Building operations and maintenance ❑Complies [F157]1 documents will be provided to the ❑Does Not 19-008 owner. Documents will cover ❑Not Observable JL manufacturers' information, ❑Not Applicable SH specifications, programming AS NOTED procedures and means of illustrating 03.27.20 to owner how building, equipment and systems are intended to be installed, maintained, and operated. Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 I Medium Impact (Tier 2) 13 I Low Impact (Tier 3) Project Title: Multi Tenant Core & Shell - Kipling Ridge Report date: 03/12/20 Data filename: G:\2019 Projects\19-008 - Kipling Ridge, Lot 2 - Wheat Ridge, C0103 ARCH DWGS & SPECS103 Page 9 of 10 CDICITY SUB MITTALSICOMChecklKRLf.cck 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: F C040 A Q Scott . iga O 305622 5, 03/27/2020 6 j FC ARG A Project for: (n 06 N Uo co J Cl) 0 > 0 Z Q00 Q� �o °° M � Z •— > > 70 W 0 °C 0 CZ Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 ■ G°a Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 Sheet Title: BUILDING ENVELOPE Sheet #: COMCHECK G004 © G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED �P�aDllblotl G°a CAA •O ing No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 03.27.20 Filename: Sheet Title: BUILDING ENVELOPE Sheet #: COMCHECK G004 © G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED Exhibit C Landlord shall deliver the Premises to Tenant in the following "Shell" condition: Base Building: Base building structure and building enclosure components are complete, including exterior walls, roof, storefront and concrete floor slab, except for a 12' leave- out along the rear of the building, according to the building plans. Distance from floor slab to structure will be 12'. Floor: Concrete slab throughout the Premises except for a 12' leave -out along the rear of the building. No covering or floor preparation. Storefront: Storefront with entry door(s) clear glass in bronze, black or clear anodized aluminum frame and windows insulated clear glass in 4" black, bronze, or clear anodized aluminum frame. Final color to be selected by Landlord. Walls: Interior demising walls by tenant. Demising walls shall be steel stud construction from floor to underside of roof deck. Tenant shall provide insulation and drywall as part of Tenant Work. Ceiling: No ceiling, lights, duct/power distribution or bathrooms. Service Door: One standard 36" metal rear service door, including threshold, panic bar, and automatic closer, if required. Utilities: All utilities to be stubbed to the Premises as shown on the plans, with the following specifications: Electricity: Landlord shall furnish one 4" conduit with pull string from electrical service riser on the rear of the building at 200 amps - 400 amps, 3-phase to the rear of space. Final conduit size to be determined based on tenant requirements. Telephone: one empty conduit from the building's demarcation point to the Premises. Gas: Gas service brought to the building. Tenant is responsible for meter and extension of service line to the Premises. Water: One -inch (1 1/2") water service stubbed inside rear of Premises and capped. Landlord shall also provide a sub -meter. Sewer: Four -inch (4") sanitary sewer service stubbed inside rear of Premises and capped. HVAC: New roof top HVAC units with an aggregate capacity of one ton L_ per 350 SF of gross floor area. Fire Sprinklers: Landlord has provided sprinkler main, branch lines, and sprinkler heads as part of the shell. All modifications to the fire sprinkler system, to accommodate Tenants Work, will be the responsibility of the Tenant. Grease Interceptor: A grease sanitary line stub shall be provided by the Landlord for future grease interceptor by Tenant. 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: • 305622 03/27/2020 C) D AR (n 06 N 00 co J Cl) > O 0 Z Q00 � �o 00 M � Z •— > > 70 W 0 °C O ca T--- Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 . s Pgpott gSSo . ra\e cde No. Description ■ � 3: �_ Q. JL Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 . s Pgpott gSSo . ra\e cde No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 03.27.20 Filename: Sheet Title: Sheet #: LANDLORD WORK LETTER G005 © G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED LEGEND ---- 660 ---• EXISTING MAJOR CONTOUR ---- 662 --- EXISTING MINOR CONTOUR 660 NEW MAJOR CONTOUR 662 NEW MINOR CONTOUR x FENCE T TELEPHONE OVERHEAD OE POWER LINE OVERHEAD G GAS LINE 0 OIL LINE PUG POWER UNDERGROUND UT TELEPHONE UNDERGROUND NUG TV UNDERGROUND W WATER LINE SS SANITARY SEWER LINE S STORM SEWER LINE ---- • - ---a FLOW LINE DITCH SF SILT FENCE 0 BM BENCH MARK O CO CLEANOUT IST DOWN GUY O EP EMERGENCY PHONE ® FIBER OPTIC MANHOLE } FDC FIRE DEPT CONNECTION FH FIRE HYDRANT j GAS / OIL WELL ❑ GM GAS METER LP LIGHT POLE © POWER MANHOLE 4) POWER POLE ❑ PB PULL BOX SGDI SANITARY MANHOLE SF STEAM MANHOLE 0 STORM MANHOLE O TELEPHONE MANHOLE ❑ TPED TELEPHONE PEDESTAL n XFMR TRANSFORMER PAD OI VALVE -6 WH WATER HYDRANT O WM WATER METER O WATER WELL ABBREVIATIONS Al AREA INLET BC BACK OF CURB Cl CAST IRON CLR CLEAR CJ CONSTRUCTION JOINT DB DRAINAGE BASIN DIP DUCTILE IRON PIPE DGDI DOUBLE GRATE CURB INLET DO DOOR OPENING DS DOWNSPOUT EJ EXPANSION JOINT EL ELEVATION FF FINISH FLOOR FG FINISH GRADE FL FLOWLINE HB HOSE BIB HDPE HIGH DENSITY POLYETHYLENE IJ ISOLATION JOINT IRR IRRIGATION IST INLET SEDIMENT TRAP LF LINEAR FEET OHD OVERHEAD DOOR PAVT PAVEMENT PE POLYETHYLENE PVC POLYVINYL CHLORIDE R RADIUS RD ROOF DRAIN R/W RIGHT OF WAY RCP REINF CONCRETE PIPE RJ RESTRAINED JOINT SGDI SINGLE GRATE CURB INLET SF SQUARE FEET Si SAW JOINT TC TOP OF CURB TG TOP OF GRATE TJ TOOLED JOINT TOF TOP OF FOOTING TP TOP OF PAVEMENT TR TOP OF RIM TS TOP OF SIDEWALK TW TOP OF WALL UNO UNLESS NOTED OTHERWISE CONSTRUCTION DRAWINGS KIPLING RIDGE LOT 2 CIVIL SHEET INDEX C-101 COVER SHEET C-102GENERAL NOTES MVG MARKETPLACE SUBDIVISION FILING NO. 1 C-201 SURVEY C-301 DEMOLITION & EROSION CONTROL PLAN C-401 SITE PLAN CITY OF W RIDGE C-501 GRADING PLAN C-601 UTILITY PLAN C-701CONSTRUCTION CONTROL PLAN COUNTY OF JEFFERSON C-801 DETAILS ' C-802 DETAILS C-803 DETAILS STATE O COLORADO. C-804 DETAILS C-805 DETAILS C-806 DETAILS ENGINEER BASIS OF BEARING: BEARINGS ARE BASED UPON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 28 AS SHOWN ON THE CITY OF WHEAT RIDGE CONTROL DIAGRAM, WHICH BEARS S 00°12-38" E BEING MONUMENTED AT THE NORTHEAST CORNER AND THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 28, T3S, R69W, OF THE 6TH PRIME MERIDIAN. BENCHMARK: NORTH % CORNER OF SECTION 28, TOP OF 3 Y4" BRASS CAP IN RANGE BOX AT THE INTERSECTION OF WEST 38TH AVENUE AND OAK STREET. ELVATION = 5402.08 (NAVD-1988). CITY OF WHEAT RIDGE CONTACT: DAVE BROSSMAN 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 PHONE 303.235.2848 FAX 303.235.2857 N T CONSOLIDATED MUTUAL WATER CONTACT: ANDY ROGERS 12700 W. 27TH AVENUE LAKEWOOD, CO 80215 PHONE 303.238.0451 FAX 303.237.5560 SANITARY SEWER WESTRIDGE SANITATION DISTRICT CONTACT: KIM DAHLIN 3705 KIPLING STREET, SUITE 101 WHEAT RIDGE, CO 80033 PHONE 303.424.9467 FAX 303.424.2628 VICINITY MAP SCALE: NTS FIRE WHEAT RIDGE FIRE PROTECTION DISTRICT CONTACT: KELLY BROOKS 3880 UPHAM STREET WHEAT RIDGE, CO 80033 PHONE 303.403.5900 ELECTRIC & GAS XCEL ENERGY CONTACT: MICHAEL LINKE 1123 WEST 3RD AVENUE DENVER, CO 80223 PHONE 303.571.3306 FAX 303.571.3660 WALLACE ENGINEERING CONTACT: AARON BARNHART, PE 9800 PYRAMID COURT, SUITE 350 ENGLEWOOD, COLORADO 80112 PHONE: (303) 350-1690 DEVELOPER PEOPLE TEAM A INVESTMENT, LLC CONTACT: SAHN HO 9275 FOX FIRE DRIVE HIGHLANDS RANCH, COLORADO 80129 OWNERS CERTIFICATE: THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HERBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HERON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AN ACCURE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. STATE OF COLORADO COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , A.D. 2020 BY WHITNESS MY HAND AND OFFICAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC CITY CERTIFICATION APPROVED THIS DAY OF , BY THE CITY OF WHEAT RIDGE. ATTEST COMMUNITY DEVELOPMENT DIRECTOR COVER SHEET 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: let, F191F 93001 C/) W11 e 06 TELEPHONE CAUTION CENTURY LINK NOTICE TO CONTRACTOR , 9750 EAST COSTILLA THE CONTRACTOR IS SPECIFICALLY CAUTIONED J ENGLEWOOD, CO 80112 THE LOCATION AND ELEVATION OF EXISTING I PHONE 303.792.6082 UTILITIES AS SHOWN ON THESE PLANS ARE BASED °° ON RECORDS OF THE VARIOUS UTILITY COMPANIES � 00 0 AND MEASUREMENTS TAKEN IN THE FIELD. Wallace Engineering M THE INFORMATION IS NOT TO BE RELIED ON AS Structural Consultants, Inc. BEING EXACT OR COMPLETE. THE CONTRACTOR 70 MUST CALL THE LOCAL UTILITY LOCATION CENTER Structural and Civil Consultants AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO 9800 Pyramid Court, Suite 350 O REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Englewood, Colorado 80112 303.350.1690, 800.364.5858 COVER SHEET 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: let, F191F 93001 C/) 06 N 00 4—J J Qj M M O z � a °° � 00 0 70 M � z W > 70 O Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: . e Pbbott Asso . CAA .o O,�ng D\ J�S� c No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: COVER SHEET C-101 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED GENERAL: CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS,WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. STREETS AND ROADWAYS SHALL BE THOROUGHLY CLEANED AND/OR SWEPT ON A DAILY BASIS OR MORE FREQUENTLY AS REQUIRED BY THE GOVERNING AUTHORITY. RESTORE DAMAGED IMPROVEMENTS TO ORIGINAL CONDITION AS ACCEPTABLE TO PARTIES HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES IN ACCORDANCE WITH LOCAL AUTHORITIES. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS. UNLESS SPECIFIED OTHERWISE, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE STANDARDS, COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT STANDARDS AND COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND/OR THE APPROPRIATE LOCAL AUTHORITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES, LICENSES, LICENSE FEES, AND TAP FEES, ETC. ALL ELEVATIONS IN PAVED AREAS ARE TOP OF FINISHED PAVEMENT UNLESS OTHERWISE NOTED. RELOCATION OF ANY UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROPRIATE UTILITY COMPANY AND/OR REGULATORY AGENCY. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM ENGINEER BEFORE ANY UTILITY RELOCATION. NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR INTERPRETATION. TEMPORARY EROSION CONTROL: ALL DISTURBED EARTH SURFACES WHICH ARE NOT PAVED OR BUILDING PADS SHALL BE LANDSCAPED OR REVEGETATED WITH A TEMPORARY COVER, DEPENDING ON THE PLANTING SEASON, AS OUTLINED BELOW. PLANT TYPE PER ACRE PER 1000 SQ. FT. PLANTING DATE DEPTH OF SEEDING ANNUAL RYEGRASS 40 LBS. 0.9 LBS. 09/05-11/30 Y4 INCH ELBON RYE 2 BU. 3.0 LBS. 08/15-11/30 2 INCH WHEAT 2 BU. 3.0 LBS. 08/15-11/30 2 INCH OATS 3 BU. 2.5 LBS. 08/15-11/30 2 INCH SORGHUMS 60 LBS. 1.4 LBS. 03/01-09/15 2 INCH SUDAN GRASS 60 LBS. 1.4 LBS. 04/01-09/15 2 INCH PRIOR TO SEEDING, NEEDED EROSION CONTROL PRACTICES SHALL BE INSTALLED. THE SUBGRADE SHALL BE LOOSENED EVENLY TO A DEPTH OF 2 TO 3 INCHES AND 10-20-10 FERTILIZER (10 LBS. PER 1000 SQ. FT. OR 450 LBS. PER ACRE) SHALL BE MIXED WITH THE LOOSENED SOIL BY DISKING OR OTHER SUITABLE MEANS. SOIL SHALL BE TESTED AND LIME TREATED IF REQUIRED BY TESTING FIRM. SEEDS MAY BE DRILLED OR BROADCAST UNIFORMLY. SEEDING IMPLEMENTS SHOULD BE USED AT RIGHT ANGLES TO THE SLOPE TO MINIMIZE EROSION. MULCH SHALL BE USED ON ALL SLOPES GREATER THAN 5 PERCENT OR AS NEEDED. THE AREA SHALL BE WATERED DAILY OR AS OFTEN AS NECESSARY TO MAINTAIN ADEQUATE SOIL MOISTURE UNTIL THE PLANTS EXCEED 1 INCH IN HEIGHT. PERMANENT EROSION CONTROL PRACTICES: RE: LANDSCAPE UTILITY LOCATE: AS-BUILTS: ALL CONTRACTORS SHALL NOTIFY UTILITY COMPANIES AND GOVERNMENT a. STREETS: CROSS-SECTIONS AT REGULAR STATIONS AND OFFSETS THE CONTRACTOR SHALL KEEP ON SITE A CURRENT SET OF THE APPROVED AGENCIES IN WRITING OF THE INTENT TO EXCAVATE NO LESS THAN 72 HOURS BE PROVIDED. CONSTRUCTION WORKING DRAWINGS AT ALL TIMES. THE CONTRACTOR SHALL PRIOR TO SUCH EXCAVATION (EXCLUSIVE OF SATURDAYS, SUNDAYS AND HOLIDAYS) ENGINEER -OF -RECORD TO DETERMINE THE PROPER POND VOLUME. MARK (IN RED INK) ALL APPROVED CHANGES INCURRED FOLLOWING CITY AND CALL COLORADA 811. M M O0 LIMITED TO, MANHOLES (PIPE INVERTS & RIM), DROP INLETS (FL APPROVAL OF THE INITIAL DRAWINGS. THESE CHANGES MAY BE GRATE AND INVERTS), OUTLET STRUCTURE(S), TRICKLE INITIATED FROM FIELD CONDITIONS OR CHANGES MADE BY THE DESIGN EXISTING UTILITY LOCATIONS SHOWN SHALL BE FIELD VERIFIED BY STRUCTURES. ENGINEER OR THE CITY ENGINEER. EXCEPT FOR MINOR FIELD CONTRACTOR PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES MO LIGHTS, PULL -BOXES, AND ELECTRIC METERS. ADJUSTMENTS, ALL CHANGES SHALL BE REVIEWED AND AGREED TO BY THE ON THESE DRAWINGS ARE APPROXIMATE ONLY AND BASED ON ACTUAL FIELD PLEASE NOTE THE FOLLOWING ITEMS REQUIRED PRIOR TOT HE ISSUANCE OF THE FIRST CERTIFICATE DESIGN ENGINEER AND THE CITY ENGINEER PRIOR TO FINAL APPROVAL LOCATIONS OF VISIBLE STRUCTURES AND PLAN COMPUTATIONS. a. DRAINAGE/ GRADING CERTIFICATION: UPON COMPLETION OF THE DRAINAGE OF THE PROJECT. THE CONTRACTOR SHALL SUBMIT THE WORKING DRAWINGS TO THE ENGINEER OF RECORD (DESIGN ENGINEER) AFTER FINAL INSPECTION OF SITE WORK AND GRADING: PROJECT TO SERVE AS A BASIS FOR DEVELOPMENT OF FINAL AS -BUILT RECORD DRAWINGS. ALL FEATURES OF THIS PROJECT INCLUDING, BUT NOT LIMITED TO, SIDEWALKS CONSTRUCTION PLANS AND SHALL FUNCTION AS DESIGNED IN THE APPROVED DRAINAGE AND CURB RAMPS SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT (ADA) CITY OF WHEAT RIDGE NOTES: ACCESSIBILITY GUIDELINES, AND THE INTERIM FINAL RULES FOR PUBLIC 1. ITFM17Fn FNC.'INFFR'S CnST FSTIMATF/ PFRFORMANr.F C,IJARANTFF• RIGHT-OF-WAY, PUBLISHED IN THE FEDERAL REGISTER, SEPTEMBER 2010. AN ITEMIZED ESTIMATE FOR ALL HORIZONTAL IMPROVEMENTS, LANDSCAPING AND IRRIGATION WHERE SPATIAL LIMITATIONS OR EXISTING FEATURES WITHIN THE LIMITS OF PROPOSED WITHIN THE SITE SHALL BE REQUIRED. PRIVATE INFRASTRUCTURE INVESTMENT IS THE PROJECT PREVENT FULL COMPLIANCE WITH THIS ACT, THE CONTRACTOR SUBJECT TO THE ASSESSMENT OF THE CITY'S 3.5% USE TAX, AND THE APPROVED ESTIMATE SHALL IMMEDIATELY NOTIFY THE ENGINEER UPON DISCOVERY OF SUCH FEATURES. WILL BE USED TO ASSESS THIS TAX ON THE SITE WORK PERMIT ISSUED THROUGH THE THE CONTRACTOR SHALL NOT PROCEED WITH ANY ASPECT OF THE WORK WHICH COMMUNITY DEVELOPMENT DEPARTMENT/ BUILDING DIVISION (303.235.2876). PLEASE IS NOT IN FULL COMPLIANCE WITH THE ADA WITHOUT PRIOR, WRITTEN REFER TO OTHER REQUIREMENT #2 BELOW. PERMISSION FROM THE ENGINEER. ANY WORK WHICH IS NOT PERFORMED WITHIN 2, SITE WORK PERMIT/ CONSTRUCTION CONTROI PI AN/ FOI1NnATION CFRTIFICATIONE THE GUIDELINES OF THE ADA, FOR WHICH THE CONTRACTOR DOES NOT HAVE a. SITE WORK PERMIT. A SITE WORK PERMIT SHALL BE OBTAINED FROM THE WRITTEN APPROVAL, SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CITY OF WHEAT RIDGE BUILDING DIVISION PRIOR TO b. AS BUILT PLANS: THE FOLLOWING ITEMS SHALL BE INCLUDED IN THE AS BUILD PLAN COMMENCEMENT OF ANY ON -SITE WORK. THE SITE WORK PERMIT COVERS ALL CROSS SLOPES FOR SIDEWALKS SHALL NOT EXCEED 1:50 HORIZONTAL INFRASTRUCTURE WORK THAT OCCURS ON PRIVATE PROPERTY, INCLUDING BUT RAMP SLOPES SHALL NOT EXCEED 1:12 NOT LIMITED TO, INTERIOR DRIVES, CURB, GUTTER, SIDEWALK, LANDSCAPING, IRRIGATION, GRADES EXCEEDING 5% WILL BE TREATED AS A RAMP SLOPE LIGHTING, COMMON AREAS, PARKING, AND DRAINAGE RELATED ITEMS. THE SITE WORK ii. STORM SEWER. DROP INLETS, GRATE AND INVERT ELEVATIONS. BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY AN APPROVED COPY OF A FINISHED SUBGRADE SURFACE SHALL NOT BE MORE THAN 0.1 FEET ABOVE OR CONSTRUCTION CONTROL PLAN ("CCP"). THE CCP IS A MODIFIED BELOW ESTABLISHED FINISHED SUBGRADE ELEVATIONS AND ALL GROUND SET OF CONSTRUCTION PLAN SHEET(S) USED IN THE FIELD TO FACILITATE SURFACES SHALL VARY UNIFORMLY BETWEEN INDICATED ELEVATIONS. FINISHED RECORDATION OF KEY AS- BUILT ELEVATIONS AND SET BACK DIMENSIONS. THE CCP DITCHES SHALL BE GRADED TO ALLOW FOR PROPER DRAINAGE WITHOUT PONDING SHALL BE DEVELOPED BY THE DESIGN ENGINEER AND ARCHITECT AND SHALL BE AND IN A MANNER THAT WILL MINIMIZE EROSION. SUBMITTED TO THE CITY FOR REVIEW AND FINAL APPROVAL PRIOR TO THE ISSUANCE OF ANY IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER, TO PROVIDE THE NECESSARY SITE WORK OR ROW CONSTRUCTION PERMITS. INSTRUCTIONS FOR DEVELOPMENT OF TESTING AS APPLICABLE FOR THE SCOPE OF THE PROJECT, FOR SUB- GRADE COMPACTION THE CCP ARE AVAILABLE ON THE CITY'S WEB SITE UNDER THE PUBLIC WORKS GEOTECHNICAL: DEVELOPMENT REVIEW WEB PAGE. A SIMPLIFIED SUGGESTION IS PROVIDED BELOW. SEE GEOTECHNICAL REPORT PREPARED BY COLE GARNER GEOTECHNICAL, C. FQ1 JNnATION ANn FI FVATInN CFRTIFICATION_ A FOUNDATION SETBACK AND DATED JUNE 24, 2019. ELEVATION CERTIFICATION IS REQUIRED BY THE BUILDING DIVISION PRIOR TO GOING VERTICAL, AND A COMPLETED COPY OF THE CCP SHALL ACCOMPANY THAT CERTIFICATION FORM. SURVEY: 3. R_n_W_ CONSTRUCTION PERMIT(S)/ I ICFNSING EXISTING TOPOGRAPHY IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY a. RnW PFRMITS_ PRIOR TO ANY CONSTRUCTION WITHIN THE PUBLIC R.O.W. COMPASS SURVEYING & MAPPING, LLC., DATED APRIL 9, 2019. THE NECESSARY RIGHT-OF-WAY CONSTRUCTION PERMIT(S) AND EROSION CONTROL NOTES: RESPECTIVE LICENSING WILL NEED TO BE SUBMITTED FOR PROCESSING BY HE CITY. ALL EROSION CONTROL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE RIGHT-OF-WAY CONSTRUCTION PERMITS ARE ISSUED BY THE DEPARTMENT OF EROSION CONTROL PLAN AND CITY OF WHEAT RIDGE STANDARDS AND SPECIFICATION?UBLIC WORKS ONLY AFTER APPROVAL OF ALL REQUIRED TECHNICAL DOCUMENTS INCLUDING BUT NOT LIMITED TO, THE FINAL DRAINAGE REPORT AND PLAN, FINAL PLAT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STABILIZED FINAL DEVELOPMENT PLAN, TRAFFIC IMPACT STUDY, STORM SEWER PLANS, STREET, CONSTRUCTION ENTRANCE, AND FOR CLEANING OF VEHICLE WHEELS IN ACCORDANCE CONSTRUCTION PLANS, GRADING AND EROSION CONTROL PLAN, TRAFFIC CONTROL PLAN, WITH THE CITY OF WHEAT RIDGE STANDARDS AND SPECIFICATIONS. CONSTRUCTION CONTROL PLAN AND EASEMENT OR ROW DEDICATIONS. b. I IGENSING_ ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL ONLY BE SILT FENCES: PLACEMENT OF SILT FENCES SHALL BE AS SHOWN ON THE PERFORMED BY A MUNICIPALLY-LISCENSED CONTRACTOR. DEMOLITION & EROSION CONTROL PLAN. FENCING WHICH BECOMES DAMAGED SHALL C. TWO YEAR WARRANTY_ UPON COMPLETION OF THE IMPROVEMENTS, FINAL BE REPLACED PROMPTLY. DEPOSITS OF SILT WHICH BUILD UP BEHIND DIKES MAY ACCEPTANCE WILL BE GRANTED BY THE PUBLIC WORKS INSPECTOR. AT THAT TIME 2 - BE DISKED INTO THE SITE BEFORE PLACEMENT OF TEMPORARY COVER. AFTER YEAR WARRANTY PERIOD FOR THE COMPLETED AND APPROVED PUBLIC TEMPORARY COVER IS PLACED OR AFTER LANDSCAPING COMMENCES, SILT SHALL IMPROVEMENTS SHALL COMMENCE. IF AT ANY TIME DURING SAID 2 -YEAR WARRANTY BE REMOVED AND DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER. PERIOD THE CITY INSPECTOR DEEMS THAT THE CONSTRUCTED PUBLIC IMPROVEMENTS ARE IN SUCH CONDITION AS TO REQUIRE REPAIRS OR REPLACEMENT, THE CONTRACTOR SHALL COMPLETE SUCH WORK UPON SUCH REQUEST. heatf e GENERAL NOTES of �WBLIC WORKS 1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL CONFORM TO THE CITY OF WHEAT RIDGE ("CITY") ENGINEERING REGULATIONS AND DESIGN STANDARDS. IF NO CITY STANDARD EXISTS, THE COLORADO DEPARTMENT OF TRANSPORTATION M -STANDARDS SHALL APPLY. 2. AN APPROVED RIGHT-OF-WAY CONSTRUCTION PERMIT AND A MUNICIPAL CONTRACTOR'S LICENSE ARE REQUIRED PRIOR TO ANY WORK COMMENCING WITHIN THE PUBLIC RIGHT-OF-WAY. ANY WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY SHALL REQUIRE AN APPROVED STATE CONSTRUCTION PERMIT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER AND CITY INSPECTOR OF ANY PROBLEM ENCOUNTERED WHICH WOULD ALTER THE ORIGINAL DESIGN OR CAUSE NON-CONFORMANCE WITH THE ORIGINAL APPROVED CONSTRUCTION PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER DURING CONSTRUCTION ACTIVITIES TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINION OF THE CITY'S INSPECTOR, THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLANS INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO THE CITY OF WHEAT RIDGE FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF WORK. ANY IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE ORIGINAL APPROVED PLANS OR APPROVED REVISED PLANS SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE RECONSTRUCTED PER THE APPROVED PLANS. 5. UTILITY NOTIFICATION CENTER- THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO FOR LOCATION ON UNDERGROUND GAS, ELECTRIC AND TELEPHONE UTILITIES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL 00811 AT 1.800.922.1987. 6. ALL UTILITY POLES SHALL BE RELOCATED PRIOR TO THE CONSTRUCTION OF THE PUBLIC IMPROVEMENTS. 7. WITH NOTIFICATION OF THE RESPECTIVE OWNER, ADJUST RIMS OF ALL CLEANOUTS, MANHOLES, VALVE COVERS AND SURVEY MONUMENTS PRIOR TO THE FINAL PAVING LIFT. 8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INGRESS AND EGRESS TO PRIVATE PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A WRITTEN AGREEMENT FROM THE AFFECTED PROPERTY OWNER(S) IMPACTED BY THIS ACCESS. 10. PRIOR TO THE FINAL LIFT OF SURFACE PAVEMENT ALL UNDERGROUND UTILITY MAINS SHALL BE INSTALLED AND SERVICE CONNECTIONS STUBBED OUT BEYOND THE BACK OF CURB/SIDEWALK LINE WHEN ALLOWED BY THE UTILITY. SERVICE FROM PUBLIC UTILITIES AND FROM SANITARY SEWERS SHALL BE MADE AVAILABLE FOR EACH LOT IN SUCH A MANNER THAT WILL NOT BE NECESSARY TO DISTURB THE STREET PAVEMENT, CURB, GUTTER AND SIDEWALK WHEN CONNECTIONS ARE MADE. 11. UPON COMPLETION OF THE PUBLIC IMPROVEMENTS THE CONTRACTOR SHALL FURNISH "AS -BUILT" PLANS (RECORD DRAWINGS) PRIOR TO FINAL ACCEPTANCE OF THE WORK AND ISSUANCE OF ANY CERTIFICATES OF OCCUPANCY/COMPLETION. THE AS -BUILT PLANS SHALL BE AS FOLLOWS: a. 1 HARDCOPY, SIGNED & SEALED BY THE ENGINEER -OF -RECORD, IS TO BE DELIVERED ON 24" X 36" BOND PAPER, AND b. 1 SCANNED PDF OF THE SIGNED & SEALED HARDCOPY, AND c. 1 ELECTRONIC AUTOCAD DWG FILE FORMAT. (ALL SHX AND EXTERNAL REFERENCE FILES MUST BE INCLUDED PRIOR TO ACCEPTANCE). e. SIGNS: ALL REGULATORY SIGNAGE WITHIN THE PROJECT SHALL BE LOCATED ON THE PLANS. f. IRRIGATION: THE LOCATION SHALL BE PROVIDED FOR ANY IRRIGATION CONTROLLER BOXES, SPRINKLER HEADS, AND SPRINKLER VALVES THAT ARE TO BE MAINTAINED BY THE CITY. 13. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT 303.235.2861 AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED INSPECTION. 14. NO PORTION OF THE STREET MAY BE FINAL PAVED UNTIL ALL STREET LIGHTING IMPROVEMENTS, DESIGNED TO SERVE THE STREET AND/OR DEVELOPMENT HAVE BEEN COMPLETED. 15. STREET RIGHT-OF-WAY MONUMENTS SHALL BE SET PRIOR TO FINAL LIFT OF ASPHALT PAVEMENT. MONUMENT HARDWARE AND RANGE BOXES WILL BE PROVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST (303.235.2861). 16. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF INITIAL EXPOSURE OR SEVEN (7) DAYS AFTER GRADING IS SUBSTANTIALLY COMPLETE IN A GIVEN AREA (AS DEFINED BY THE CITY). THIS MAY REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING. 17. ANY DISTURBED AREA OR STOCKPILE NOT AT FINAL GRADE THAT IS TO BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND IS NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL BE TEMPORARILY SEEDED WITHIN SEVEN (7) DAYS OF PLACEMENT OR DISTURBANCE IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE TEMPORARY SEEDING STANDARDS. IF THE SEASON OR STOCKPILE MATERIAL PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREAS SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS OR STRAW MULCH AND TACKIFIER, AND ANCHORED IN ACCORDANCE WITH CITY OF WHEAT RIDGE SEEDING AND EROSION CONTROL REQUIREMENTS. 18. STOCKPILES OF ANY MATERIAL SHALL BE LOCATED FULLY WITHIN THE LIMITS OF CONSTRUCTION AND NO LESS THAN 100 -FEET FROM THE BANKS OF THE NEAREST DRAINAGEWAY. STOCKPILE AREAS SHALL BE SIZED TO FULLY CONTAIN THE MATERIAL BASED ON MAXIMUM ALLOWABLE STOCKPILE SIDE SLOPES OF 3 (HORIZONTAL) TO 1 (VERTICAL) CONSTRUCTION. 19. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS WITHIN THIRTY (30) DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY PORTION OF THE SITE, OR TO DISTURBED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF TIME OF MORE THAN THIRTY (30) DAYS. 20. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION, AND SHALL BE INSTALLED RViMEDIATELY PER INSTRUCTIONS OF THE CITY INSPECTOR - 21. IF THE AREA OF DISTURBANCE FOR THE PROJECT IS GREATER THAN AN ACRE IN SIZE, EVEN IF THE PROJECT IS TO BE COMPLETED IN PHASES, REFER TO THE APPROVED STORMWATER MANAGEMENT PLAN (SWMP) FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS. 22. THE CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 23. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK). 24. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY OF WHEAT RIDGE PUBLIC WORKS AT 303.23 5.286 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL APPLICABLE UTILITY DITRICTS FOR THIS MEETING. 12. AS -BUILT PLANS SHALL INCLUDE ALL OF THE FOLLOWING ELEMENTS THAT APPLY TO THIS PROJECT: a. STREETS: CROSS-SECTIONS AT REGULAR STATIONS AND OFFSETS N AS ESTABLISHED BY THE DEPARTMENT OF PUBLIC WORKS SHALL BE PROVIDED. b. DETENTION POND: SUFFICIENT SPOT ELEVATIONS FOR THE ENGINEER -OF -RECORD TO DETERMINE THE PROPER POND VOLUME. J c. STORM SEWER: ELEVATIONS ARE TO BE INCLUDED FOR, BUT NOT M M O0 LIMITED TO, MANHOLES (PIPE INVERTS & RIM), DROP INLETS (FL GRATE AND INVERTS), OUTLET STRUCTURE(S), TRICKLE o0 CHANNEL(S), FES, HEADWALLS AND OTHER DRAINAGE -RELATED STRUCTURES. 0co d. LIGHTING: THE LOCATION OF ALL STREETLIGHTS, PEDESTRIAN MO LIGHTS, PULL -BOXES, AND ELECTRIC METERS. 4. DRAINAGE CERTIFICATION/ AS BUILT PLANS: PLEASE NOTE THE FOLLOWING ITEMS REQUIRED PRIOR TOT HE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY a. DRAINAGE/ GRADING CERTIFICATION: UPON COMPLETION OF THE DRAINAGE IMPROVEMENTS, THE ENGINEER OF RECORD SHALL PROVIDE TO THE CITY OF WHEAT RIDGE A WRITTEN, SIGNED AND SEALED DRAINAGE/ GRADING CERTIFICATION LETTER O (DCL) STATING THAT THE OVERALL SITE GRADING WAS COMPLETED PER THE APPROVED GRADING PLAN, ALL DRAINAGE FACILITIES WERE CONSTRUCTED PER THE APPROVED CONSTRUCTION PLANS AND SHALL FUNCTION AS DESIGNED IN THE APPROVED DRAINAGE COMPLIANCE LETTER, AND THAT THE SITE HAS BEEN ACCURATELY SURVEYED TO CONFIRM THAT THE GRADING AND CONSTRUCTION OF ALL DRAINAGE FACILITIES WAS COMPLETED IN C-0 L 0 , A DO I ACCORDANCE WITH THESE DOCUMENTS. THE DCL SHALL BE SUBMITTED TO THE CITY 11\ lk FOR REVIEW AND APPROVAL, AND SHALL BE ACCOMPANIED BY AS -BUILT PLANS PRIOR ' TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY b. AS BUILT PLANS: THE FOLLOWING ITEMS SHALL BE INCLUDED IN THE AS BUILD PLAN ]]11 lva e, PRIOR TO CITY ACCEPTANCE: CAUTION i. SPOT ELEVATIONS. AS BUILT PLANS THAT HAVE SUFFICIENT SPOT ELEVATIONS ON THE NOTICE TO CONTRACTOR CURRENT CITY DATUM TO CONFIRM THE STATEMENTS MADE IN THE DCL. THE CONTRACTOR IS SPECIFICALLY CAUTIONED ; ii. STORM SEWER. DROP INLETS, GRATE AND INVERT ELEVATIONS. THE LOCATION AND ELEVATION OF EXISTING TWO ELECTRONIC FILES ARE TO BE DELIVERED ON DVD/ CD-ROM AS FOLLOWS: UTILITIES AS SHOWN ON THESE PLANS ARE BASED i. ONE FILE IN AUTOCAD 2015 DWG OR OLDER FORMAT ON RECORDS OF THE VARIOUS UTILITY COMPANIES ii. ONE FILE IN PFD FORMAT (OF THE SIGNED AND SEALED SHEETS) AND MEASUREMENTS TAKEN IN THE FIELD. Wallace Engineering 5. MATERIALS TESTING FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY: THE INFORMATION IS NOT TO BE RELIED ON AS Structural Consultants, Inc. BEING EXACT OR COMPLETE. THE CONTRACTOR IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER, TO PROVIDE THE NECESSARY MUST CALL THE LOCAL UTILITY LOCATION CENTER TESTING AS APPLICABLE FOR THE SCOPE OF THE PROJECT, FOR SUB- GRADE COMPACTION AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO Structural and Civil Consultants Pyramid Court, Suite 350 AND OTHER RELATED MATERIAL TESTS FOR ANY IMPROVEMENTS TO BE CONSTRUCTED WITHIN REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Englewood, Englewood, Colorado 80112 THE PUBLIC RIGHT-OF-WAY. 303.350.1690, 800.364.5858 GENERAL NOTES 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: L/C n(zi� afkcf' 9 PE -.00,%Z79 04/01/2020 U) 06 N 00 J M M O0 z > a o0 -C 0co MO CY) W 70 O Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: . e Pbbott Asso . CAA ev 0 c 9 No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: GENERAL NOTES C-1 02 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED SANITARY MANH RIM=5392.54 INV OFFSET, COULD NOT MEASURE ss ss CONTROL POINT ASPHALT N:705729.722 E:1 10162.155 - • _'_ ti ; ELV:5393.05 MAG NAIL ON TOP OF CURB — WL WL WL WLWIL WL WL L W _ 1 ,.� ' 1 i_� , .� OLE � I �.:..._ ASPHALT 30" RCP Sr STORM INLET RIM=5393.27 _INV E=5387.3 INV S=5387.2 INV W=5387.2 1 l I STORM MANHOLE RIM=5397.56 INV W=5391.1 ❑=26•44'41 " R=150.00 70.02 SANrrARY MANHOLE RIM -5398.94 INV SE=5388.6 INV N-5388.5 I I' No. Description I I Bench Mark: North 1 /4 corner of Section 28, 1 3 1/4" brass cap in range box at the M LG f 2) 1 rights of way. Easements shown hereon are from J the recorded plat. 1 1 l i N 90.00'00" W 130.36 CONTROL POINT N:705508.989 E:1 10234.516 ELV:5400.78 8" SPIKE WE GRASS 539 5 A\ N:705739.441 EA 10397.945 ELV:5395.37 1.5" ALUM CAP STAMPED ,'AZTEC CP 53" FOUND #4 REBAR WITH GREEN PLASTIC CAP STAMPED WITH PLS No. 29766, FLUSH WITH GROUND (TYPICAL) 5�� �g N 07 ASPHALT 0 0 0 0 sn RIM=5400.86 INV W=5395.0 ASPHALT 54p0 — BASIS OF BEARING: BEARINGS ARE BASED UPON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 28 AS SHOWN ON THE CITY OF WHEAT RIDGE CONTROL DIAGRAM, WHICH BEARS S 00°12'38" E BEING MONUMENTED AT THE NORTHEAST CORNER AND THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 28, T3S, R69W, OF THE 6TH PRIME MERIDIAN. GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. NOTES: No. Description 1) Bench Mark: North 1 /4 corner of Section 28, top of 3 1/4" brass cap in range box at the M LG intersection of West 38th Avenue and Oak Street. Elevation = 5402.08 (NAVD-1988). 2) No research was performed for easements or rights of way. Easements shown hereon are from J the recorded plat. M M o Z 3) Jefferson County PIN: 300110069 o0 4) Address: 10040 W. 38th Avenue, Wheat Ridge, CO. 5) This is a topographic map, it is not a Land Survey Plat or Improvement Survey Plat. 6) The lineal units used in this drawing are U.S. Survey Feet. Qll���'��1�� hereby state to Wallace Engineering, exclusively, that this topographic map was prepared by me to the normal standard of care of surveyors practicing in Jefferson County, Colorado and is true and correct to the best of my professional knowledge, information and belief. This statement is neither a warranty or guarantee, either expressed or implied. ' RF � 32439 c.: O �• 4/09/19 .' t LAND S Mark S. Johannes Colorado Professional Land Surveyor No. 32439 For and on behalf of Compass Surveying and Mapping, LLC uN BOLLARD CLEAN OUT WATER VALVE WATER METER PIT LIGHT POLE ELECTRIC TRANSFORMER TELPHONE PEDESTAL CABLE TV PEDESTAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE UNDERGROUND TV LINE CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES THIS SHEET WAS PRODUCED FOR THE CONVENIENCE OF THE CONTRACTOR. IT IS INTENDED FOR GENERAL SURVEY INFORMATION ONLY. WALLACE ENGINEERING HAS NOT CONFIRMED ITS ACCURACY. SURVEY INFORMATION WAS REPRODUCED BY ELECTRONIC TRANSFER FROM THE SURVEYOR. ORIGINAL SURVEY DRAWINGS AVAILABLE FROM THE SURVEYOR. Wallace Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 SURVEY 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 i CH ITECTU RE architecture I planning I interiors Seal: A Project for: �0Qi�3 RE.00� 79 o 04/01/2020 U) No. Description Date 06 N Drawn By: M LG U 4—J o Scale: AS NOTED Date: J Filename: M M o Z >o a o0 ate--+ 00 0 MO M Z W r> 70 0 T Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: . e Pbbott Asso . CAA 0 c Gia�n9 Sheet Title: Sheet #: SURVEY C-201 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: SURVEY C-201 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED CONTROL POINT N: 705729.722 E: 110162.155 ELV: 5393.05 MAG NAIL ON TOP OF CURB PAVEMENT TO BE REMOVED AND REPLACED RE: 18/C-802 SANITARY ASPHAL +."."•. MANHOLE RIM=5392.54 ' N INV OFFSET, CO LD CWA ® ASPHALT a \ SF SF \�r1E 'I UDFCD STD. SC -1 UE ------- UE ate' 00 0 ST 0" RCP STORM INLET 1 RIM=5393.27 1 INV E=5387.3 , INV S=5387.2 INV W=5387.2 Ll1 I "7II ASPHAL +."."•. REMOVE CONCRETE 06 N SIDEWALK CWA ® CONCRETE WASHOUT AREA UDFCD STD. MM -1 SF SF SILT FENCE 'I UDFCD STD. SC -1 SSA STABILIZED STAGING AREA ate' 00 0 UDFCD STD. SM -6 70 CY) INLET PROTECTION " NI SOT 1 70 W PROPERTY LINE WI ■ m m m m ul 539 a PAVEMENT TO BE REMOVED W ® SIDEWALK TO BE REMOVED 3 dl N;w - / / u7A al 0 0 z <I N Z 0 1 REMOVE CONCRETE SIDEWALK ,5 STORM MANHOLE RIM=5397.56 INV W=5391.1 5g9 a \ A=26°44 41" R=150.00 70.02�� SANITARY MANI RIM=5398.94 INV SE=5388.6 INV N=5388.5 W. W WEST 38TH AVENUE ASPHALT _S3 85' R.O.W. 93� , -PUBLIC SIDEWALK SHALL REMAIN OPEN DURING CONSTRUCTION. A TEMPORARY ASHALT CONNECTION SHALL BE MADE BETWEEN THE EXISTING PUBLIC I IKKIGA I IUI ti`s P,RASS SIDEWALK AND THE ADA RAMP UE IRRIGATIOI, CONTROL NOTE: PUBLIC SIDEW/ TO REMAIN OPEN DUF CONSTRUCTION N uE - GRASS 395-- 5 - ►JJ i�T* S F REMOVE BOLLARD RIM E=53 I P RIM W=53,,INV w=5388 EXISTING STORM SILT FENCE- ���, INLET TO REMAIN X 150 LF REMOVE HOODS EXISTING SIGN TO REMAIN ����'� I �' N 705667.89 // E 110198.76 I �' � I �� LOT 2 ,, i EXISTING SIDEWALK / ����ID TO REMAIN N 1649658.87 N 705643. P3129431.65�ml E 110198.96 / / L#N 705637.93 // // i W E 110199.00 CONTRACTOR TO 396--- .1// LOCATE AS NEEDED I LiL IU a z REMOVE AND CWA REPLACE SIGN �" I� moo - SSA N 705563.40 °'REMOVE BOLLARD E 110207.96 •. N 705553.54 E 110259.22 O: 'oo° _ o•O • • o•O• • o• •O'• •o. J \SPHALT ASPHALT _-__53g8 5399---- ___�_5400_ ST E,ST T I P RI =7=392.6 9.65- __________�! _ __ -J RIM=5400.86 INV � INV W=5396.0 INV 5392.3 DRAINAGE & UTILITY EASEW-'KIT EXISTING CONCRETE TO REMAIN ASP ALT °N 90°00'Ol�%'W 130.36 REMOVE CONCRET ASPHALT 540' SIDEWALK I _ ASPHALT ` CONTROL POINT N: 705508.989 L 0 T 4 E: 110234.516 ELV: 5400.78 8" SPIKE BASIS OF BEARING: BEARINGS ARE BASED UPON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 28 AS SHOWN ON THE CITY OF WHEAT RIDGE CONTROL DIAGRAM, WHICH BEARS S 00°12'38" E BEING MONUMENTED AT THE NORTHEAST CORNER AND THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 28, T3S, R69W, OF THE 6TH PRIME MERIDIAN. BENCHMARK: NORTH Y4 CORNER OF SECTION 28, TOP OF 3 Y4" BRASS CAP IN RANGE BOX AT THE INTERSECTION OF WEST 38TH AVENUE AND OAK STREET. ELVATION = 5402.08 (NAVD-1988). LOT 3 LEGEND I LL_I LLJ NN L:� V 1 CD z n_J �/TC +."."•. VEHICLE TRACKING CONTROL 06 N UDFCD STD. SM -4 CWA ® CONCRETE WASHOUT AREA UDFCD STD. MM -1 SF SF SILT FENCE z UDFCD STD. SC -1 SSA STABILIZED STAGING AREA ate' 00 0 UDFCD STD. SM -6 70 CY) INLET PROTECTION W UDFCD STD. SC -6 70 --•- PROPERTY LINE 0 ■ m m m m LIMITS OF WORK O T PAVEMENT TO BE REMOVED ® SIDEWALK TO BE REMOVED 1 GENERAL DEMOLITION NOTES 1. ALL CONCRETE AND ASPHALT NOTED FOR REMOVAL SHALL BE SAW CUT FULL DEPTH AND REMOVED OFF SITE. 2. CONTRACTOR SHALL PROTECT ALL SURVEY CONTROL POINTS. 3. CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS OFF SITE. 4. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. ALL COST SHALL BE INCLUDED IN BASE BID. 5. WITH PRIOR APPROVAL, CONTRACTOR MAY ESTABLISH AN ON-SITE STAGING AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING STAGING AREA TO ITS ORIGINAL CONDITION. SECURITY OF STAGING AREA SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. ON-SITE VEGETATION SHALL BE PROTECTED AS NOTED. IN DESIGNATED PROTECTION AREAS WHERE THE CONTRACTOR DOES NOT PROTECT VEGETATION AS NOTED, CONTRACTOR SHALL RESTORE VEGETATION TO EXISTING CONDITION AT NO ADDITIONAL EXPENSE TO THE OWNER, TO THE SATISFACTION OF THE ARCHITECT. 7. REMOVE BUILDING IN ITS ENTIRETY INCLUDING, BUT NOT LIMITED TO, FOOTINGS, UTILITIES, AND ALL BUILDING APPURTENANCES. COORDINATE WITH UTILITIES PROVIDER TO ENSURE ALL UTILITIES ARE SHUT OFF AND CAPPED PRIOR TO DEMOLITION. SERVICE LINES SHALL BE REMOVED AND CAPPED BACK TO MAIN UTILITY LINE, U.N.O. 8. CONTRACTOR SHALL PROTECT ALL ABOVE GROUND UTILITY FEATURES NOT BEING REMOVED INCLUDING, BUT NOT LIMITED TO, MANHOLES, VALVES, AND INLETS. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE THE EXISTING STRUCTURE AS NECESSARY. 9. SIX (6) FOOT CHAINLINK CONSTRUCTION FENCE SHALL BE MAINTAINED AND SECURED AROUND PERIMETER OF CONSTRUCTION SITE FOR DURATION OF PROJECT. 10.TOPSOIL STOCKPILES AND DISTURBED PORTIONS OF THE SITE, WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 14 DAYS SHALL BE STABILIZED IMMEDIATELY WITH TEMPORARY SEED AND MULCH PER SPECIFICATIONS ON THE GENERAL NOTES AND STORMWATER POLLUTION PREVENTION PLAN. I10UN[01:iC4111111111 va91:1LTA Is] IIII 1[0101[010101:4QIII F_A1114TiT119:I_XIj0:101:41vd:/_\y/lki[coil]06991IQIIQ01 12.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, LANE CLOSURES, DETOURS, ETC. BOTH VEHICULAR AND PEDESTRIAN. 13.UTILITIES BEING REMOVED OR RELOCATED SHALL BE ISOLATED AND SERVICE DISCONNECTED PRIOR TO ANY DEMOLITION. 14.NO UTILITY INTERRUPTIONS WILL BE ALLOWED WITHOUT CONSENT OF THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT A MINIMUM OF FOUR WORKING DAYS PRIOR TO THE REQUESTED SHUT DOWN. 15.CONTRACTOR SHALL PROVIDE TEMPORARY UTILITY SERVICE IF REQUIRED. 16.CONTRACTOR SHALL ENSURE CONSTRUCTION SITE HAS POSITIVE DRAINAGE THROUGHOUT THE DURATION OF CONSTRUCTION. NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Wallace Engineering AND MEASUREMENTS TAKEN IN THE FIELD. Structural Consultants, Inc. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR Structural and Civil Consultants MUST CALL THE LOCAL UTILITY LOCATION CENTER 9800 Pyramid Court, Suite 350 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO Englewood, Colorado 80112 REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES 303.350.1690, 800.364.5858 DEMOLITION AND EROSION CONTROL PLAN __ 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: 0 Lac, 04/01/2020 U) 06 N U o J Qj M M O O z � a °° ate' 00 0 70 CY) W > 70 0 O T Client: PEOPLE TEAM A INVESTMENT LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ��.t)bott Ass. . c'd�s CAA 0 c GiNn9 No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: DEMOLITION AND EROSION CONTROL PLAN Sheet #: C-301 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED J CONTROL POINT N: 705729.722 E: 110162.155 ELV: 5393.05 MAG NAIL ON TOP OF CURB JANI I HK T MANHOLE RIM=5392.54 INV OFFSET, CO LD NOT MEASURE ASPHALT ADA RAMP RE: 26/C-804 ----------, IIS 5'X 5' MIN. LANDINGL---4-- AT --4iAT BOTTOM OF I RAMP ASP I I I 5' GATE (UNLOCKED) FOR FDC ACCESS \ I RE:ARCHJ I� I �o I cv OT ► w S MODULAR BLOCK RETAINING WALL WITH GUARD RAIL ui RE: 13/C-801 �l I :11:1cv EXISTING SIDEWALK TO REMAIN WV 5 EO wv WEST SIDEWALK OPENING TO CONNECT TO EXISTING I SIDEWALK I I I I 't -,HALT I 6" CURB I II I II IIN, I � 1 =26°44N41'TRASH ENC R=150.00 RE: ARCH 70.02X. SANITARY MANI RIM=5398.94 INV SE=5388.6 INV N=5388.5 38TH AVENUE ASPHALT 85' R.O.W. STAIRS WITH ------- F RE: 11 /C-801 N 90*00'00"1 W CONNECT TO EXISTING CONCRETE III SIDEWALK 1IF II I CONTROL POINT N: 705508.989 E: 110234.516 ELV: 5400.78 8" SPIKE PROPOSED STORMWATER DOUBLE INLET RE: 15/C-802 RE: LANDSCAPE STEPS 171 RE: 11 /C-801 ASPHALT CONNECT TO EXISTING ASPHALT RE: 2/C-801 14 17 N 705684.44 E 110322.39 PARKING BUMPER (TYP) RE: 12/C-801 I z I I I N 705573.94 E 110322.39 STING CONNECT TO EXISTING CONCRETE CURB PROPERTY LINE ROCK r)P QPAPIKlr- BEARINGS ARE BASED UPON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 28 AS SHOWN ON THE CITY OF WHEAT RIDGE CONTROL DIAGRAM, WHICH BEARS S 00°12'38" E BEING MONUMENTED AT THE NORTHEAST CORNER AND THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 28, T3S, R69W, OF THE 6TH PRIME MERIDIAN. RI=Klif_WKADRV- NORTH % CORNER OF SECTION 28, TOP OF 3 Y4" BRASS CAP IN RANGE BOX AT THE INTERSECTION OF WEST 38TH AVENUE AND OAK STREET. ELVATION = 5402.08 (NAVD-1988). PAVING LEGEND ASPHALT PAVEMENT RE: 1/C-801 SIDEWALK RE: 5/C-801 CONCRETE PAVING RE: 1/C-801 1 "=20' GENERAL SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL MUNICIPAL REGULATIONS AND CODES, WHICHEVER IS MORE STRINGENT. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH O.S.H.A. STANDARDS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 4. REFER TO LANDSCAPE PLANS FOR GRASS, TREES AND PLANTED MATERIALS. 5. ALL DIMENSIONS AND COORDINATES ARE FROM BACK OF CURB UNLESS SHOWN OTHERWISE. 6. BUILDING COORDINATES ARE TO OUTSIDE FACE OF WALL. C . -01 1 KNOW wHA7 ' 1 f YOU DIG. � r CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 SITE PLAN 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 i CH ITECTU RE architecture I planning I interiors Seal: A Project for: "t0 Q ° o RE.00� 79 11AVAL 04/01/2020 U) REQUIRED PROPOSED PARKING (TOTAL) 25 29 STANDARD 23 27 ACCESSIBLE 2 2 BICYCLE 4 4 PAVING LEGEND ASPHALT PAVEMENT RE: 1/C-801 SIDEWALK RE: 5/C-801 CONCRETE PAVING RE: 1/C-801 1 "=20' GENERAL SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL MUNICIPAL REGULATIONS AND CODES, WHICHEVER IS MORE STRINGENT. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH O.S.H.A. STANDARDS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 4. REFER TO LANDSCAPE PLANS FOR GRASS, TREES AND PLANTED MATERIALS. 5. ALL DIMENSIONS AND COORDINATES ARE FROM BACK OF CURB UNLESS SHOWN OTHERWISE. 6. BUILDING COORDINATES ARE TO OUTSIDE FACE OF WALL. C . -01 1 KNOW wHA7 ' 1 f YOU DIG. � r CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 SITE PLAN 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 i CH ITECTU RE architecture I planning I interiors Seal: A Project for: "t0 Q ° o RE.00� 79 11AVAL 04/01/2020 U) No. Description Date 06 N Drawn By: M LG U O Scale: AS NOTED Date: J Filename: M M O z (Da > °° < 0) � 00 0 W 70 Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: . e Pbbott Asso . 0 c Gia�n9 Sheet Title: Sheet #: SITE PLAN C-401 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: SITE PLAN C-401 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED WV 5 EO SANITARY WV WEST 38TH AVENUE MANHOLE ASPHALT RIM O, , R.O.W. \ INV OFFSET, COLD NOT MEASURE RAMP: 8.3% MAX RUNNING SLOPE CONTROL POINTASPHALT 2% MAX CROSS SLOE N: 705729.722 SIDEWALK LANDING: _ E: 110162.155 '2% MAX SLOPE ALL ELV: 5393.05 MAG NAIL ON DIRECTIONS TOP OF CURE' GRASS SIDEWALK• 5°/ MAX WAS �TS 5396.30= _ TS 5396.45 RRIGATIO TS 5396.50 :ONTRO GRASS _ � TS 5396.70 IRRIGATION 5395 MATCH EXISTINGNTROL ° TS 5394.01 N 9 °12' 7 TP 5393.91 ,� RUNNING SLOPE __- -5 RISERS - KA ISERS II 2% MAX CROSS v-cj39 SLOPE TS 5394-0 TOP OF CURB SHALL MATCH TOP OF EXISTING SIDEWALK TS 5397.36 - TC 5397.36 �(EXISTII ASPHAt"T TS 5397 TC 539i.80- FG 397.80 FG 5398.56 /55g� TOP OF PAD- A=26°44'4ELEV 5399.00 R=150.00 \TG .�19 1 t' TS 5396.50- TS 5394.06 I F 539 ASPHALI I III 06 TS 5396.3 GM BW 5394.9 BW 5394.15 TS 5397.4 O O TW 5397.84 Date: - TW 5397.84= Filename: I Z I� TS 5397.34 o0 I oN LOT 1 I N k55g5 1 5� 97.43 � \ � ( Q W I W � � I U/ CN V) Z I TS 5397.08L -i--, TW 5397.84 5 (EXISTING) I TOP OF CURB SHALL MATCH TOP OF EXISTING SIDEWALK TS 5397.36 - TC 5397.36 �(EXISTII ASPHAt"T TS 5397 TC 539i.80- FG 397.80 FG 5398.56 /55g� TOP OF PAD- A=26°44'4ELEV 5399.00 R=150.00 \TG ME TP 1 S 5396.10\ TG 5394.00 TP 5396.28 TP 5395.60 -TS 5396.94 ,. TP 5395.03 �O� v e� TP 5395.17 TP 5395.30 s`' I -TP 5396.77 - I TP 5396.45 0 yo I )PE TP 5396.77 TP 5396.45 s�\Oec! �TP 5396.77 TP 5398.51 TS 5397.57 TP 5397.39 TS 5398.00 TP 5398.80 TP 5398.30 4 TP 5399.02 ASPHALT MATCH EXISTING 55 0 , Ell 1I N D�01 ASPHALT 0 o 0 _-5398' A -n0 I V) V110-TS5400.00" __TP 5399.52 ATCH EX TP 5399.61-- --- ��--- ---- -TP 5399.31 MATCH EXISTING 111,399 -- --_--5400- -TP 5399.21 i _ ASPHALT 90°00-0-0 -W 130.36 ASPHALT 5401,�� CONTROL POINT N: 705508.989 E: 110234.516 ELV: 5400.78 8" SPIKE LOT 4 N: 705739.441 E: 110397.945 ELV: 5395.37 1.5" ALUM CAP STAMPED "AZTEC CP 53" FOUND #4 REBAR WITH GREEN PLASTIC CAP STAMPED WITH PLS No. 29766, FLUSH WITH GROUND (TYPICAL) LOT 3 BASIS OF BEARING: BEARINGS ARE BASED UPON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 28 AS SHOWN ON THE CITY OF WHEAT RIDGE CONTROL DIAGRAM, WHICH BEARS S 00°12'38" E BEING MONUMENTED AT THE NORTHEAST CORNER AND THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 28, T3S, R69W, OF THE 6TH PRIME MERIDIAN. BENCHMARK: NORTH Y4 CORNER OF SECTION 28, TOP OF 3 Y4" BRASS CAP IN RANGE BOX AT THE INTERSECTION OF WEST 38TH AVENUE AND OAK STREET. ELVATION = 5402.08 (NAVD-1988). 20 0 10 20 40 80 1 "=20' GENERAL GRADING NOTES 1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED & INSPECTED AND APPROVED BY LOCAL AUTHORITIES. 2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 3. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR OR REPLACE THE EXISTING STRUCTURE AS NECESSARY. 5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT. 6. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES FOR ALL GRASSED AND PAVED AREAS. 7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO THE SAME. 8. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ACCESS ROADS AND SHALL MAINTAIN POSITIVE DRAINAGE OF ENTIRE SITE THROUGHOUT CONSTRUCTION AND AVOID PONDING OR RUTTING. TEMPORARY DEWATERING, INCLUDING PUMPING, MAY BE REQUIRED AND SHALL BE INCLUDED IN THE SCOPE OF WORK. 9. SIDEWALKS SHALL HAVE MAX 2% CROSS SLOPE -C-010RADO KNOW iWHA7'5 BELOW_ CALL BEFORE YOU OEG_ CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Wallace Engineering Structural Consultants, Inc Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 GRADING PLAN __ 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: t� �D� LIC e .b. o RE.007979° 04/01/2020 U) TS 5396.50- Date 06 TS 5396.3 GM M LG BW 5394.15 TS 5397.4 O O TW 5397.84 Date: J Filename: M M O Z TS 5397.34 o0 TS 5397.41 0 1 5� 97.43 � \ � ( W o U/ 70 O o TS 5397.28` TS 5397.35 TS 5397.28 INISH FLOOR ELLVATI ON=5397.47 TS 5397.35 - TS 5397.10 O TS 5397.42 TS 5397.21 0�1 TS 5397.43 1 TS 5397.45 -j97- (TYP AT DO) TS 5397.43 TC 5397.93 0 TS 5397.4 �. FG 5397.26 TS 5397.40 ' TS 5397.37 EM I ... TP 5398.00 ---.c.--* o - • • • - ME TP 1 S 5396.10\ TG 5394.00 TP 5396.28 TP 5395.60 -TS 5396.94 ,. TP 5395.03 �O� v e� TP 5395.17 TP 5395.30 s`' I -TP 5396.77 - I TP 5396.45 0 yo I )PE TP 5396.77 TP 5396.45 s�\Oec! �TP 5396.77 TP 5398.51 TS 5397.57 TP 5397.39 TS 5398.00 TP 5398.80 TP 5398.30 4 TP 5399.02 ASPHALT MATCH EXISTING 55 0 , Ell 1I N D�01 ASPHALT 0 o 0 _-5398' A -n0 I V) V110-TS5400.00" __TP 5399.52 ATCH EX TP 5399.61-- --- ��--- ---- -TP 5399.31 MATCH EXISTING 111,399 -- --_--5400- -TP 5399.21 i _ ASPHALT 90°00-0-0 -W 130.36 ASPHALT 5401,�� CONTROL POINT N: 705508.989 E: 110234.516 ELV: 5400.78 8" SPIKE LOT 4 N: 705739.441 E: 110397.945 ELV: 5395.37 1.5" ALUM CAP STAMPED "AZTEC CP 53" FOUND #4 REBAR WITH GREEN PLASTIC CAP STAMPED WITH PLS No. 29766, FLUSH WITH GROUND (TYPICAL) LOT 3 BASIS OF BEARING: BEARINGS ARE BASED UPON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 28 AS SHOWN ON THE CITY OF WHEAT RIDGE CONTROL DIAGRAM, WHICH BEARS S 00°12'38" E BEING MONUMENTED AT THE NORTHEAST CORNER AND THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 28, T3S, R69W, OF THE 6TH PRIME MERIDIAN. BENCHMARK: NORTH Y4 CORNER OF SECTION 28, TOP OF 3 Y4" BRASS CAP IN RANGE BOX AT THE INTERSECTION OF WEST 38TH AVENUE AND OAK STREET. ELVATION = 5402.08 (NAVD-1988). 20 0 10 20 40 80 1 "=20' GENERAL GRADING NOTES 1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED & INSPECTED AND APPROVED BY LOCAL AUTHORITIES. 2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 3. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR OR REPLACE THE EXISTING STRUCTURE AS NECESSARY. 5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT. 6. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES FOR ALL GRASSED AND PAVED AREAS. 7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO THE SAME. 8. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ACCESS ROADS AND SHALL MAINTAIN POSITIVE DRAINAGE OF ENTIRE SITE THROUGHOUT CONSTRUCTION AND AVOID PONDING OR RUTTING. TEMPORARY DEWATERING, INCLUDING PUMPING, MAY BE REQUIRED AND SHALL BE INCLUDED IN THE SCOPE OF WORK. 9. SIDEWALKS SHALL HAVE MAX 2% CROSS SLOPE -C-010RADO KNOW iWHA7'5 BELOW_ CALL BEFORE YOU OEG_ CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Wallace Engineering Structural Consultants, Inc Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 GRADING PLAN __ 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: t� �D� LIC e .b. o RE.007979° 04/01/2020 U) No. Description Date 06 N Drawn By: M LG U O Scale: AS NOTED Date: J Filename: M M O Z �o > a o0 C C0 0 W > 70 O Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: e F bbott Asso . c'd s 0 c Gia�n9 Sheet Title: Sheet #: GRADING PLAN C-501 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: GRADING PLAN C-501 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED CONNECT TO EXISTING WATER LINE W/ 8"X 8"X 4" TAPPING SLEEVE AND VALVE W/ THRUST BLOCK RE: 19/C-803 CONNECT TO EXISTING TAP BY CONSOLIDATED WATER LINE WITH 2" TAP MUTUAL WATER COMPANY 2" WATER LINE VALVE RE 20/C 803 NOTICE TO THE CONTRACTOR: IF MORE THAN (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303-235-286, PRIOR TO COMMENCEMENT OF WORK) REPAIR PAVEMENT - Date AS NECESSARY N UTILITIES AS SHOWN ON THESE PLANS ARE BASED M LG ON RECORDS OF THE VARIOUS UTILITY COMPANIES PER CITY OF WHEAT WL - AND MEASUREMENTS TAKEN IN THE FIELD. - - WL THE INFORMATION IS NOT TO BE RELIED ON AS Structural Consultants, Inc. RIDGE STANDARDS W`/ SANITARY M M O WEST 38TH AVENUE AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO MANHOLE REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Englewood, Colorado 80112 ASPHALT 303.350.1690, 800.364.5858 EXISTING STORM INLET RIM=5392.54 INV OFFSET, Co LDS 1.5" PE DR 11 8 5 R. 0. W. W TO REMAIN GAS LINE ss O REMOVE HOODS HALT X 69 LF CONTROL POINT N: 705729.722 E:110162.155 UE - , CONNECT TO ELV: 5393.05 UE �E uE _UE - uE MAG NAIL ON UE CURB STOP IRRIGATION PROPOSED 12" GRASS 'OP OF CURE' CONTROLS u�""= CURB INLET STORM LINE COMBINATION VAULT .._ INV 5388.4 4 IRRIGATION u CONTROL RE: 15/C-802 W/ 1.5" METER AND 4" FIRE WM - FL 5394.00 PER DISTRICT STANDARDS I N 89°12'50" 147.15 �F � _ - - INV 5389.06 - RE: 22/C-803 STORM INLET ' RIM=5393.27 18" RCP STORM INLE' 1 4" DIP FIRE LINE - - INV E=53 - 1 GZO' 11 �� X 102 LF MIN DEPTH 60 _ _L _ RIM W=5392 12 HDPE STORM LINE ASPHALT RE: 14/C-802 2" TYPE "K" COPPER PIPE I _ INV W=5388.1 X 66LF @ 1 % SLOPE 1 PRIVATE DOMESTIC ASP,:„,: RE: 14/C-802 0 WATER LINE X 108 LF I I GAS METER 8" 450 BEND MIN DEPTH 60" 1 ; I GM RE: 14/C-802 5' GATE (UNLOCKED) I i I ' 1 o FDC (2) DOWNSPOUT I� CONNECTIONS ALONG FOR FDC ACCESS I FACE OF BUILDING (4" PVC) I 0 I N a CONNECT TO 8" LINE ' LOT 1 ► w � ' I a o -01 CONNECT TO CONNECT TO EXISTING I W ) O PROPOSED I 0 SANITARY SEWER SERVICE I BUILDING LINE. CONTRACTOR SHALL Z RE: PLUMBING VERIFY ELEVATION. I � a1 CN APPROXIMATE FL 5386.3CN 8 V) z `" FINISH FLOOR F o I01 1 ELEVATION=5397.47 8" PVC ROOF DRAIN d �: REPAIR PAVEMENT LFASPHALT AS NECESSARY I RE: PLUMBING FOR o 14/C-802 rR PER CITY OF WHEAT I PRIVATE 4" PVC SDR 35 CONTINUATION O 0 1 0 RIDGE STANDARDS SANITARY SEWER ' I 0 1 CLEANOUT 0j_---�RE: o SERVICE X 24 F 0 0 @ MIN 2% SLOPE 17/C-802 RE: 14/C-802 I 'rrAL T CO Ln I III q N: 705739.441 E: 110397.945 ELV: 5395.37 1.5" ALUM CAP STAMPED "AZTEC CP 53" LOT 3 2 -WAY SANITARY I 0 CLEANOUT I I 0 q RE: PLI MBING I I 0 TRANSFORMER STORM MAlvhuL I PAD V RIM=5397.56 I RE: ELECT EM INV W=5391.1 I - _ CONNECT TO EXISTING \ n �1 XFMR I I I I ° ° ° ° 1 i ELECTRIC BOX A-26 44 41 R=150.00 12" AREA INLET - --- ---- ---I - - ----------1 70.02 RE` 16/C-802- - - - TG 53 \ 00ST ST vjFL 5394.00, sTc NILE INLET 9.65 ---------- ------ -J RIM=5400.86 1 392.6 --------- INV W=5396.0 ----------J SANITARY MANHOL 11NV NW 5392.31 1n' DRAINAGE RIM=5398.94 _ ASPHALT INV INV N=5388.5 6 FUTURE GREASE 1 1 'N 90°00'00" W 130.36 ,cpNel T oI INTERCEPTOR I 1 12" HDPE PRIVATE 4" POWER WI ZI ASPHALT i 1 X 17LF @1.0% CONDUIT WITH LONG 01 O P 77P SWEEP BENDS X 120 LF al X 1 1 48" DEEP O O 1 CONTROL POINT ~1W o ~1W 1 N: 705508.989 U J O V1Z CD 1 1 E:110234.516 S O T W1- m PROPOSED GRADE w - rn 1 ELV: 5400.78 z1� z1� 1 1 s SPIKE 01 V LO 0 EXISTING GRADE 01z) of 1 5395 5394 :....:....:.....:....:.... ...:....:... :..........:. 5393 ...............:.....:..-;..........-............... ;..... 5392 .... .:...... ........... ...... ...................... :................ .. 5391 ...........:.....:. ............. 5390 5389 :66LF 12. HDPE........... 5388 1.0% MIN ........ :........... :..........:...... 5387 PRIVATE) 0+00 0+50 0+65.8 0 6' O STORM LINE HORIZ: 1 "=20' VERT: 1"=5' FOUND #4 REBAR WITH GREEN PLASTIC CAP STAMPED WITH PLS No. 29766, FLUSH WITH GROUND (TYPICAL) BASIS OF BEARING: BEARINGS ARE BASED UPON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 28 AS SHOWN ON THE CITY OF WHEAT RIDGE CONTROL DIAGRAM, WHICH BEARS S 00°12'38" E BEING MONUMENTED AT THE NORTHEAST CORNER AND THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 28, T3S, R69W, OF THE 6TH PRIME MERIDIAN. BENCHMARK: NORTH Y4 CORNER OF SECTION 28, TOP OF 3 Y4" BRASS CAP IN RANGE BOX AT THE INTERSECTION OF WEST 38TH AVENUE AND OAK STREET. ELVATION = 5402.08 (NAVD-1988). 1 1 10 20 41 :1 1 GENERAL UTILITY NOTES: 1. PRIOR TO CONSTRUCTION, LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY CONTRACTOR WITH THE PROPER UTILITY COMPANY PROVIDING SERVICE. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS BEFORE CONNECTING TO ANY EXISTING LINE IN ACCORDANCE WITH LOCAL REQUIREMENTS. 3. RESTRAINED JOINTS SHALL BE PROVIDED ON 4" AND LARGER WATER LINES AT ALL BENDS TEES AND FIRE HYDRANTS FOR A MINIMUM 2 JOINTS BOTH SIDES OF FITTING PER AWWA MINIMUM STANDARDS. 4. TERMINATE SERVICE PIPING 5' FROM BUILDING WALL UNTIL BUILDING PIPING SYSTEMS ARE INSTALLED. TERMINATE PIPING WITH VALVE AND CAP PLUG OR FLANGE AS REQUIRED FOR PIPING MATERIAL. MAKE CONNECTIONS TO BUILDING PIPING SYSTEMS WHEN THOSE SYSTEMS ARE INSTALLED. 5. ALL TRENCHING, PIPE LAYING AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. 6. REFER TO PLUMBING AND/OR FIRE PROTECTION SHEETS FOR FIRE LINE LEAD-IN LOCATION AND DETAIL. 7. ALL PIPING SHALL BE INSTALLED WITH A MINIMUM OF 30" OF COVER, UNLESS NOTED OTHERWISE. 8. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES REGARDING TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 9. CONTRACTOR IS TO COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 10.CONTRACTOR SHALL UTILIZE AWWA AND FACTORY MUTUAL TEST AND CERTIFICATIONS FOR ALL UNDERGROUND FIRE PROTECTION LINES AS A MINIMUM. LOCAL OR STATE AUTHORITIES MAY REQUIRE MORE STRINGENT TESTING WHICH SHALL BE PROVIDED BY THE GC IF REQUIRED. 11.UTILITY TRENCH DETAIL RE: 14/C-802. STORM TRENCH DETAIL RE: 14/C-802. 12.REFER TO PLUMB FOR CONTINUATION OF UTILITIES AT BUILDING. 13.PROVIDE SLEEVE WITH LINK -SEAL (OR APPROVED EQUAL) AT GRADE BEAM PENETRATION LOCATIONS (RE: STRUCTURAL FOR DETAIL). 14.CONSTRUCT CLAY TRENCH PLUG THAT EXTENDS AT LEAST 5 FEET OUT FROM THE FACE OF THE BUILDING EXTERIOR. THE PLUG MATERIAL SHALL CONSIST OF CLAY COMPACTED AT A WATER CONTENT AT OR ABOVE THE SOILS OPTIMUM WATER CONTENT. THE CLAY FILL SHALL BE PLACED TO COMPLETELY SURROUND THE UTILITY LINE AND BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY. 15. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR OR REPLACE THE EXISTING STRUCTURE AS NECESSARY. 16. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT. -Apr --Mop N COLOR A -DO, I KNOW WHAT'S $E'LOW. CALL HEr6:91E YOU 016. i� f CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED Date THE LOCATION AND ELEVATION OF EXISTING N UTILITIES AS SHOWN ON THESE PLANS ARE BASED M LG ON RECORDS OF THE VARIOUS UTILITY COMPANIES o AND MEASUREMENTS TAKEN IN THE FIELD. Wallace Engineering THE INFORMATION IS NOT TO BE RELIED ON AS Structural Consultants, Inc. BEING EXACT OR COMPLETE. THE CONTRACTOR M M O MUST CALL THE LOCAL UTILITY LOCATION CENTER Structural and Civil Consultants AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO 9800 Pyramid Court, Suite 350 REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Englewood, Colorado 80112 � 00 303.350.1690, 800.364.5858 UTILITY PLAN 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: .', Qu0 Ll RIN o PE.�305 79 r AIAL 04/01/2020 U) No. Description Date 06 N Drawn By: M LG U o Scale: AS NOTED Date: J Filename: M M O Z > a o0 � 00 0 W 70 O Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: e Pbbott Asso . 0 c Gia�n9 p`��g� Sheet Title: Sheet #: UTILITY PLAN C-601 @ G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: UTILITY PLAN C-601 @ G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED '_9.722 32.155 ')93.05 \I L ON CURB I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I No. Description Date I I I I I I I I I I I I I I I I I I I I I I I I I I I\ e s p s U I I I ASPHAL I \SrIHALT 11�\\ 0= 26°44'41 " R--1 50.00 70.02\\ SANITARY MANHOL RIM=5398.94 INV SE= 5388.6 INV N=5388.5 IRRIGATION CONTROLS sz a ° 1 �' F� n" 147 1 5 IRRIGATION r tr) KI TP (1 I IN, I � �1\ III I � TS 5397.40 \ IN, I. eo s ev ev \ \ I \ 10' DRAINAGE & UTILITY EASEMENT ASPHALT ASPHALT N 1 L I HEREBY CERTIFY THAT THE AS-BUILTS ("AB") ELEVATIONS AND DISTANCES FOR THE SUBJECT PROERTY AS DEPICTED HEREIN HAVE BEEN MEASURED BY ME OR DIRECTLY UNDER MY SUPERVISION. SURVEYORS SEAL DATE(S) OF FIELD WORK: I HEREBY ACKNOWLEDGE THAT THE "DESIGN" FINISHED FLOOR BUILDING ELEVATIONS AND SETBACK DISTANCES SHOWN ON THIS PLAN ARE CONSISTENT WITH THE BUILDING PLANS ARE DESIGNED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY ACKNOWLEDGE THAT THE "DESIGN" ELEVATIONS SHOWN ON THIS PLAN ARE CONSISTENT WITH THE CIVIL CONSTRUCTION PLANS AS DESIGNED BY ME OR UNDER MY DIRECT SUPERVISION. NOTE: A COPY OF THE CCP SHALL ACCOMPANY THE FOUNDATION SETBACK AND ELEVATION CERTIFICATION THAT IS REQUIRED BY THE BUILDING DIVISION PRIOR TO GOING VERTICAL CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED 10 0 5 10 20 40 ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR 1 "=10' MUST CALL THE LOCAL UTILITY LOCATION CENTER — — — — AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES ASPHALT N 90°0000" W 130.36 ASPHALT I I Wallace Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 CONSTRUCTION CONTROL PLAN 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: o PE.79 04/01/2020 U) No. Description Date s e s p s U 4-0 o Scale: AS NOTED IPo- J Filename: M M o o -< (DQ > CO 6'• 0)� 6 a M ,a >• , • e o r v e v. I. eo s ev ev \ \ I \ 10' DRAINAGE & UTILITY EASEMENT ASPHALT ASPHALT N 1 L I HEREBY CERTIFY THAT THE AS-BUILTS ("AB") ELEVATIONS AND DISTANCES FOR THE SUBJECT PROERTY AS DEPICTED HEREIN HAVE BEEN MEASURED BY ME OR DIRECTLY UNDER MY SUPERVISION. SURVEYORS SEAL DATE(S) OF FIELD WORK: I HEREBY ACKNOWLEDGE THAT THE "DESIGN" FINISHED FLOOR BUILDING ELEVATIONS AND SETBACK DISTANCES SHOWN ON THIS PLAN ARE CONSISTENT WITH THE BUILDING PLANS ARE DESIGNED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY ACKNOWLEDGE THAT THE "DESIGN" ELEVATIONS SHOWN ON THIS PLAN ARE CONSISTENT WITH THE CIVIL CONSTRUCTION PLANS AS DESIGNED BY ME OR UNDER MY DIRECT SUPERVISION. NOTE: A COPY OF THE CCP SHALL ACCOMPANY THE FOUNDATION SETBACK AND ELEVATION CERTIFICATION THAT IS REQUIRED BY THE BUILDING DIVISION PRIOR TO GOING VERTICAL CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED 10 0 5 10 20 40 ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR 1 "=10' MUST CALL THE LOCAL UTILITY LOCATION CENTER — — — — AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES ASPHALT N 90°0000" W 130.36 ASPHALT I I Wallace Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 CONSTRUCTION CONTROL PLAN 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: o PE.79 04/01/2020 U) No. Description Date 06 N Drawn By: M LG U 4-0 o Scale: AS NOTED Date: J Filename: M M o o z (DQ > CO Qco 0)� O � M � z W r 70 o o[ T 0 ""VVV` 3: Q. � Y Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SDP REVISION 1 2020.03.30 e Pbbott As O . c'd�s 0 c Gia�n9 p`��g� Sheet Title: CONSTRUCTION CONTROL PLAN Sheet #: C-701 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: CONSTRUCTION CONTROL PLAN Sheet #: C-701 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED IF EXIST PAVING THICKNESS IS GREATER THAN SHOWN MATCH EXISTING 2" TYPE SX ASPHALT OVER 3" TYPE S ASPHALT TACK COAT BETWEEN LAYERS • -'o: • -'o; ,. e0•..e0•., eo 6" CDOT CLASS 5 AGGREGATE BASE COMPACTED EXISTING SUBGRADE RE: GEOTECH REPORT ASPHALT PAVEMENT ol PAVEMENT DETAIL SCALE: NTS 6" CONCRETE CDOT CLASS P (4500 PSI) 4 . O • e .. a o' e o 6" CDOT CLASS 5 • oo •e • AGGREGATE BASE COMPACTED EXISTING SUBGRADE RE: GEOTECH REPORT CONCRETE PAVEMENT Y2" JOINT E ENLARGEMENT SEE ENLARGEMENT Ya" ENLARGEMENT SMOOTH DOWELS GREASE ONE END O LU U O L 71- 7 ISOLATION SAWCUT CONSTRUCTION JOINT (IJ) JOINT (SJ) JOINT (CJ) JOINTS NOT SHOWN OTHERWISE SHALL BE SAW JOINTS. SAW JOINTS SHALL BE MADE WITHIN 10 HOURS AFTER CONCRETE POUR. CONCRETE PAVING JOINT SPACING SEE SCHEDULE ALL DOWELS & BARS TO BE EPDXY COATED PAVING JOINT DETAIL V SCALE: NTS SIDEWALK JOINT 16" PREFORM SPACING EQUAL TO NOTE: IF ADJACENT PAVING EXP JT FILLER SIDEWALK WIDTH (TYP), UNO IS CONCRETE CONTRACTOR MAY WITH JT SEALANT PLACE "INTEGRAL CURB" PARKING STRIPES (MA) ~ FI - COORDINATES ARE DIMENSIONED R- �vl ARE TO BACK FROM THIS POINT 2"R MAX RE: PAVEMENT DETAIL FOR THICKNESS "T" OF CURB * ISOLATION JOINT (IJ) TOOLED JOINT (TJ) SAWCUT JOINT (SJ) 1'-0" 1..R SAW CUT Y2" PREFORM BACK OF AT 50 FT OC (TYP, UNO) CURB 2" EXISTING EXP JT FILLER ISOLATION JOINT z 6" AT CONCRETE SIDEWALK JOINT PAVEMENT WITH JT SEALANT TC (AT CONCRETE/CONCRETE o PAVING RE: PAVING 4" CONC ONLY) .!10 - JOINT DETAIL RE: CURB DETAIL � CO O U- • , ° 12 U z .,:. . d::• d:..;d:: . O / / / �d:o •d: o�d:e�d:• •d:e�d: e�d:•�d: U) Q TP PAVEMENT j �' O 6 AGGREGATE Y" PREFORM COP BASE COURSE 1'-0" - CD \* UNLESS NOTED 2'-0" MIN 1'-0" BASE RE: PAVEMENT EXP JT FILLER COMPACTED EXIST SOIL MIN PLACE JOINTS IN CURB TO SECTION WITH JT SEALANT EXISTING NEW MATCH PAVING - 15 FEET MAX SIDEWALK FINISH SHALL BE PAVEMENT PAVEMENT RE: PAVEMENT DETAIL FOR THICKNESS "T" UNDISTURBED SOIL SIDEWALK TO HAVE 2% A LIGHT BROOM FINISH, UNO 6" MIN CROSS SLOPE MAX COP = CITY OF 2 PAVEMENT TRANSITION CURB AND GUTTER (BARRIER) CURB TERMINATION SIDEWALK PUBELO SCALE: NTS 3 SCALE: NTS 4 SCALE: NTS SCALE: NTS JOINT SEALANT ALL JOINTS BACKER ROD ALL JOINTS Y2" PREFORM EXP JT FILLER AT CONSTRUCTION & ISOLATION JOINT ONLY ENLARGEMENT < 7 CURB RAMP AT DUMPSTER SCALE: NTS "T" DOWEL z I r "D" N PAVEMENT DIAMETER "L" CURB TERMINATION CURB TERMINATION MAX JOINT THICKNESS z LENGTH 1:12 MAX DEPTH SPACING 1:12 MAX --- --- --- RAMPS RE: DETAIL RE: DETAIL Xe" 14" a 1 Y" SLOPE 7" 78 SLOPE 6" tii 15' 14" 6" 2" 15' 6'-0" RE: PLANS 6'-0" / 7 CURB RAMP AT DUMPSTER SCALE: NTS "T" DOWEL z I r "D" N PAVEMENT DIAMETER "L" "E" SAWCUT MAX JOINT THICKNESS @12" C/C LENGTH EMBEDMENT DEPTH SPACING 5" --- --- --- RAMPS 12.5' 6" Xe" 14" 6" 1 Y" 15' 7" 78 14" 6" 1 Y4" 15' 14" 6" 2" 15' ZESERVED REQUIRED AT EACH ACCESSIBLE SPACE PARKI G GREEN BLUE • WHITE V BLUE A I 12"x6" 18 GA STL BAKED ENAMEL W/WORDS "VAN ACCESSIBLE" REQUIRED AT VAN ACCESSIBLE SPACES ONLY (ADJACENT TO 8' NO PARKING STRIPES) 2" DIA PAINTED PIPE EMBED IN CONCRETE IN LOCATIONS WHERE PIPE COLUMN IS NOT FEASIBLE,SECURELY ATTACH SIGN TO BUILDING. COORDINATE WITH ARCHITECT ON EXACT SIGN z LOCATIONS. 1:!9- z U 0 ce 4 V-2" 0 ACCESSIBLE SIGNAGE SCALE: NTS #4 NOSING 2" CLR EW #4 AT 12" OC EW 12" MIN Q SCALE: NTS NOTE: PLACE RAILING AT EACH SIDE OF STEPS. RE: ARCH FOR HANDRAIL MATERIALS AND \ z XX COLOR. 6" AGG BASE '"��•' V� O UNDISTURBED SOIL OR ENGINEERED FILL NUMBER OF STEPS AND RISE, "R" VARIES RE: GRADING AND SITE PLANS, "R" NOT TO EXCEED 7" ol ol STEP DETAIL I I SCALE: NTS �g M � `f) Y" PREFORM EXP (T&B) JT FILLER W/ JT SEALANT 6 . s 1 U 1 F SIDEWALK 611 RE: 6/C08 6" 3'-0" MIN. CLEAR BETWEEN BUILDING AND RAMP FLUSH WITH GRADE 1:10 MAX SLOPE 6'-0" FLUSH WITH GRADE AM 9" 1" HOLE FOR REBAR STAKE REINFORCED CONCRETE PARKING BUMPER CURB TERMINATION RE: DETAIL / 9 0 oo 1'-8"R 2'-0"R WHITE REFLECTIVE (� ACCESSIBLE STRIPING SCALE: NTS NOTE: MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED BY MANUFACTURER VERSALOK OR APPROVED EQUAL. (DETAIL SHOWN FOR INFORMATION ONLY) GUARDRAIL RETAINING WALL SHALL BE DESIGNED, SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO RE: ARCH CAP OL TOW RE: ARCHITECT FOR COLOR MATCH BUILDING ACCESSIBLE RAMP z I r J N a M LG U 1:10 MAX Scale: oll- Date: SLOPE Filename: M M o o z 6'-0" co CURB TERMINATION RE: DETAIL Q°° 10 CURB RAMPS Q SCALE: NTS NOTE: PLACE RAILING AT EACH SIDE OF STEPS. RE: ARCH FOR HANDRAIL MATERIALS AND \ z XX COLOR. 6" AGG BASE '"��•' V� O UNDISTURBED SOIL OR ENGINEERED FILL NUMBER OF STEPS AND RISE, "R" VARIES RE: GRADING AND SITE PLANS, "R" NOT TO EXCEED 7" ol ol STEP DETAIL I I SCALE: NTS �g M � `f) Y" PREFORM EXP (T&B) JT FILLER W/ JT SEALANT 6 . s 1 U 1 F SIDEWALK 611 RE: 6/C08 6" 3'-0" MIN. CLEAR BETWEEN BUILDING AND RAMP FLUSH WITH GRADE 1:10 MAX SLOPE 6'-0" FLUSH WITH GRADE AM 9" 1" HOLE FOR REBAR STAKE REINFORCED CONCRETE PARKING BUMPER CURB TERMINATION RE: DETAIL / 9 0 oo 1'-8"R 2'-0"R WHITE REFLECTIVE (� ACCESSIBLE STRIPING SCALE: NTS NOTE: MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED BY MANUFACTURER VERSALOK OR APPROVED EQUAL. (DETAIL SHOWN FOR INFORMATION ONLY) GUARDRAIL RETAINING WALL SHALL BE DESIGNED, SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO RE: ARCH CAP OL TOW RE: ARCHITECT FOR COLOR MATCH BUILDING ACCESSIBLE RAMP v 4" WHITE � 8'-0° BORDER 17'-0" x 4" WHITE STRIPE TYPICAL co z = IMPERVIOUS FILL 12" THICK MIN rn 1 T EXISTING W DRAINAGE AGG #5 x 2'-0" (2 REQUIRED) 1'-0" 4'-0" 1'-0" 01 r) PARKING BUMPER L SCALE: NTS J SCALE: NTS Elm — — -- — _ •- PLACE BOND BREAKER BETWEEN SIDEWALK AND WALL NEW SIDEWALK wal&ce Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture planning I interiors Seal: A Project for: •] �o ®• PE 00r- 0 �Z9 04/01/2020 U) No. Description I r � N v 4" WHITE � 8'-0° BORDER 17'-0" x 4" WHITE STRIPE TYPICAL co z = IMPERVIOUS FILL 12" THICK MIN rn 1 T EXISTING W DRAINAGE AGG #5 x 2'-0" (2 REQUIRED) 1'-0" 4'-0" 1'-0" 01 r) PARKING BUMPER L SCALE: NTS J SCALE: NTS Elm — — -- — _ •- PLACE BOND BREAKER BETWEEN SIDEWALK AND WALL NEW SIDEWALK wal&ce Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture planning I interiors Seal: A Project for: •] �o ®• PE 00r- 0 �Z9 04/01/2020 U) No. Description Date 06 N Drawn By: M LG U 0 Scale: AS NOTED Date: J Filename: M M o o z � > Q o0 Q°° O z W > 0) 70 0 oCD Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: . e Pbbott Asso . CAW .o c Sheet Title: DETAILS Sheet #: C-801 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: DETAILS Sheet #: C-801 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED ip 1f151p� - p1A• co SLOPED TRENCH PER OSHA STANDARDS COMPACTED APPROVED NATIVE MATERIAL (TRENCH FOUNDATION MATERIAL WHEN REQUIRED) COMPACTED BEDDING MATERIAL, CLASS 1 STRUCTURAL BACKFILL TRENCH FOUNDATION MATERIAL WHERE REQUIRED NSIDE DIAMETER OF PIPE + 3' NON -RIGID PIPE TRENCH BACKFILL (FOR METAL AND PLASTIC STORM SEWER PIPE) PIPE TRENCH NOTES: 1. PAVEMENT REMOVAL, EXCAVTION, BEDDING, STRUCTURAL BACKFILL, AND COMPACTION SHALL BE INCLUDED IN THE PRICE OF THE PIPE. 2. COMPACTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 720 OF HE SPECIAL PROVISIONS. 3. BRACING, SHORING, SHEETING, ECT. SHALL BE IN ACCORDANCE WITH ALL STATE & OSHA REQUIREMENTS. SHORING SHALL BE CONSIDERED INCEDENTAL TO STORM SEWER CONSTRUCTION & IS TO BE INCLUDED IN THE UNIT PRICE OF THE PIPE. ` 4' DETAIL City of U-1301 PIPE.NR CODE eatRudg� NON -RIGID PIPE TRENCH 1 DEPARTMENT OF PUBLIC WORKS BACKFILL U ENGINEERING DIVISION APPROVED BY. SN APPROVE DATE IN2016 o4 A NON—RIGID PIPE TRENCH BACKFILL SCALE: NTS MEASUREMENT: SY (PATCHING) PAYMENT: HMA (_") INCLUDES EXCAVATION TO SUBGRADE, TACK COAT, GEOTEXTILE, NEW HMA, AND COMPACTION. MEASUREMENT: SY (FULL DEPTH RECONSTRUCTION) PAYMENT: HMA L—"} INCLUDES TACK COAT, NEW HMA AND COMPACTION. EXISTING/ PROPOSED PAVEMENT GRADE A HMA (GRADE SX, PG 64-22) B HMA (GRADE S, PG 64-22) C GEOTEXTILE MATERIAL WHEN DIRECTED BY ENGINEER. B" STABILIZATION MATERIAL (CLASS 6) WHEN DIRECTED BY ENGINEER FOR SUBGRADE STABILIZATION NOTE 1: IF PATCHING, AREA TO BE PATCHED SHALL BE SAWCUT TO THE FULL DEPTH OR CUT BY A METHOD APPROVED BY THE ENGINEER WHICH LEAVES A VERTICAL FACE ON THE EXISTING PAVEMENT AND NO DEFORMATION OF THE SURFACE AT THE CUT. APPLY TACK COAT TO CUT FACE. NOTE 2: FOR FULL DEPTH RECONSTRUCTION, ASPHALT THICKNESS SHOWN AS FULL DEPTH. STABILIZATION MATERIAL MAY BE SUBSTITUTED FOR 1" OF ASPHALT AT THE DISCRETION OF THE ENGINEER. NOTE 3: SUBGRADE COMPACTED TO MINIMUM DENSITY SOIL CLASSIFICATION, CDOT SECTION 203.07 NOTE 4: IF STREET IS TO BE MILLED, ASPHALT SHALL BE SOIL CLASSIFICATION, CDOT SECTION 203.07 HMA A B I C 6" 2" 4" NA 9" 2" 3" 4" 4" NA 4" NA 8" NA 4" 4" TYPICAL ASPHALT DETAIL HOT MIX ASPHALT 41DETAIL �r CIeatpdg� RY of S -E01 HMA CODE /l/ HOT MIX ASPHALT DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION I APPROVED BY; SN APPROVE DATE +wao+e 18 HMA OVERLAY SCALE: NTS B, sEc�no�A-A WR CURB INLET (DOUBLE) #4 (it 1'-0" O.C. WHEN H IS LESS THAN T#4 8- D.C. WHEN H IS 5' OR GREATER BOTH DIRECTIONS _ HOOP REBAR2-#503 AROUND PIPE PENETRATIONS INVERT EL - IV; INLET MAY BE FORMED SECTION B.B MONOLITHICALLY IF H IS LESS THAN 5'. WR CURB INLET (DOUBLET #4 @ 1'-0" O.C. WHEN H IS LESS THAN F#4 8.O.C. WHEN H IS VOR GREATER GROUT B� BOTH DIRECTIONS 2" CLEAR A 4DIF ;� STEos - .°WHET _ET--_ '-° 1, ' .�� b s*.noaxnm PLAN .ouw.v wmry oRoerroe .cxun•m.T. roA wraurm eaw SES IDN Art WR CURB INLET (DOUBLE) MID BLOCK WR CURB INLET {DOUBLE] MID BLOCK City ofU-0O2 2CURB.INLET DETAIL i�;0r1Wh6atPjdyc WR CURB INLET (DOUBLE) CODE DEPARTMENT OF PUBLIC WORKS U ENGINEERING DIVISION APPROVED BY: SN APPROVE DATE iunia 15 WR CURB INLET (DOUBLE) SCALE: NTS PAY ITEMS: CONCRETE SIDEWALK (6") (SY) 6„ 5'-0" MINIMUM (SEE PLANS) 1.l% - 2% MAX TO STREET T .f ii • r. . .: I DETACHED SIDEWALK SECTION SUBGRADE COMPACTED TO MINIMUM DENSITY PER SOIL CLASSIFICATION, CDOT SECTION 203.07 ALL SIDEWALK SHALL MEET THE CITY'S ADA REQUIREMENT OF 5' MINIMUM. UPDATE: 7/8/19 4'DETAIL City of C -A01 DETACH.SW ]�;Orwh6atRidgc CODE DETACHED SIDEWALK SECTION DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPROVED BY; SN APPROVE DATE ?W9 (� DETACHED SIDEWALK SECTION ' SCALE: NTS PLAN VIEW GRATE RE: PLAN TOP OF GRATE (TGL�I RE: PLANS DRAIN BASIN RE: PLANS I CONTRACTOR COORDINATE WITH MANUFACTURER DRAIN BASIN CONTRACTOR SHALL COORDINATE STUB ANGLE WITH MANUFACTURER DRAIN BASINS, INLINE DRAINS, PIPE AND GRATES SHALL BE HANCOR " NYLOPLAST" OR ENGINEER APPROVED EQUAL ALL DRAINAGE BASINS SHALL BE H-20 COMPLIANT IN PAVEMENT AREAS SEE MANUFACTURERS INSTALLATION DETAILS FOR PROPER PROCEDURE FILL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EXISTING EARTH 01 1+ INTEGRATED DRAIN BASIN SYSTEM V SCALE: NTS 16" PREMOLD EXP JT MATERIAL 4.1 TYP CONCRETE gin, CO BOX CO PLUG Cl PIPE RISER STD 450 BEND SEWER MAIN COVER ROUND CONIC COLLAR TURF N #3 BARS ALL AROUND (W/6" OVERLAP) Cl PIPE o FURNISHED W W/CO BOX W a CONC ENCASEMENT 4" MIN COVER ELEVATION 4 7 CLEANOUT ' f SCALE: NTS SEWER MAIN IP SEWER MAIN WYE SEWER MAIN PLAN CO Wallace Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture planning I interiors Seal: A Project for: L/ 9z o RE.00F 79 AL 04/01/2020 U) GENERAL NOTES; N Uo 7. CONCRETE SHALL BE CLASS B. A J N co M O O A 2. CASTaN-PLACE CONCRETE WALLS SHALL BE FORMED ON DIRECTION a °° �M W 0 BOTH SIDES. 3. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS OF FLOW2 CY) CD70 W Y-6* AND SHALL BE IN ACCORDANCE WITH AASHTO M 149. CM q fr O 7 -- CD 4. ALL INLETS SHALL BE CONSTRUCTED ON GRADE PER DESIGN PROFILE. STATIONNIOFFSET J CITY OF WHEAT RIDGE STANDARD CURB INLET LOCATION B FRAME, TYPE -V" GRATE & CURB BOX GRATE SHALL INVERTED 60# RAIL BE NEENAH FOUNDARY R3087V OR DEFTER BETWEEN FRAMES PSN FOUNDARY 2047. (OR APPROVED EQUAL) WR CURB INLET (DOUBLE) #4 @ V-0" D.C. WHEN H IS LESS THAN 5'#4@8 -D.C. WHEN HIS5'OR GREATER BOTH DIRECTIONS GROUT s GRATE =2h sEc�no�A-A WR CURB INLET (DOUBLE) #4 (it 1'-0" O.C. WHEN H IS LESS THAN T#4 8- D.C. WHEN H IS 5' OR GREATER BOTH DIRECTIONS _ HOOP REBAR2-#503 AROUND PIPE PENETRATIONS INVERT EL - IV; INLET MAY BE FORMED SECTION B.B MONOLITHICALLY IF H IS LESS THAN 5'. WR CURB INLET (DOUBLET #4 @ 1'-0" O.C. WHEN H IS LESS THAN F#4 8.O.C. WHEN H IS VOR GREATER GROUT B� BOTH DIRECTIONS 2" CLEAR A 4DIF ;� STEos - .°WHET _ET--_ '-° 1, ' .�� b s*.noaxnm PLAN .ouw.v wmry oRoerroe .cxun•m.T. roA wraurm eaw SES IDN Art WR CURB INLET (DOUBLE) MID BLOCK WR CURB INLET {DOUBLE] MID BLOCK City ofU-0O2 2CURB.INLET DETAIL i�;0r1Wh6atPjdyc WR CURB INLET (DOUBLE) CODE DEPARTMENT OF PUBLIC WORKS U ENGINEERING DIVISION APPROVED BY: SN APPROVE DATE iunia 15 WR CURB INLET (DOUBLE) SCALE: NTS PAY ITEMS: CONCRETE SIDEWALK (6") (SY) 6„ 5'-0" MINIMUM (SEE PLANS) 1.l% - 2% MAX TO STREET T .f ii • r. . .: I DETACHED SIDEWALK SECTION SUBGRADE COMPACTED TO MINIMUM DENSITY PER SOIL CLASSIFICATION, CDOT SECTION 203.07 ALL SIDEWALK SHALL MEET THE CITY'S ADA REQUIREMENT OF 5' MINIMUM. UPDATE: 7/8/19 4'DETAIL City of C -A01 DETACH.SW ]�;Orwh6atRidgc CODE DETACHED SIDEWALK SECTION DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPROVED BY; SN APPROVE DATE ?W9 (� DETACHED SIDEWALK SECTION ' SCALE: NTS PLAN VIEW GRATE RE: PLAN TOP OF GRATE (TGL�I RE: PLANS DRAIN BASIN RE: PLANS I CONTRACTOR COORDINATE WITH MANUFACTURER DRAIN BASIN CONTRACTOR SHALL COORDINATE STUB ANGLE WITH MANUFACTURER DRAIN BASINS, INLINE DRAINS, PIPE AND GRATES SHALL BE HANCOR " NYLOPLAST" OR ENGINEER APPROVED EQUAL ALL DRAINAGE BASINS SHALL BE H-20 COMPLIANT IN PAVEMENT AREAS SEE MANUFACTURERS INSTALLATION DETAILS FOR PROPER PROCEDURE FILL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EXISTING EARTH 01 1+ INTEGRATED DRAIN BASIN SYSTEM V SCALE: NTS 16" PREMOLD EXP JT MATERIAL 4.1 TYP CONCRETE gin, CO BOX CO PLUG Cl PIPE RISER STD 450 BEND SEWER MAIN COVER ROUND CONIC COLLAR TURF N #3 BARS ALL AROUND (W/6" OVERLAP) Cl PIPE o FURNISHED W W/CO BOX W a CONC ENCASEMENT 4" MIN COVER ELEVATION 4 7 CLEANOUT ' f SCALE: NTS SEWER MAIN IP SEWER MAIN WYE SEWER MAIN PLAN CO Wallace Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture planning I interiors Seal: A Project for: L/ 9z o RE.00F 79 AL 04/01/2020 U) 06 N Uo 4_J J N co M O O z 0% � a °° �M W 0 MO CY) CD70 W CM q fr O 7 -- CD Client: Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: . e Pbbott Asso . Gra`\e c'd�s CAS lip.a �;�a�ng p\ J\'CX 0 c No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: DETAILS C-802 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED J TYPICAL ATTACHED SIDEWALK GROUND LINE 6" VB 6- FH 5'-0" MIN FL + f}� 2-0" MIN PC OR PT 0 a TYPICAL DETACHED SIDEWALK VARIES 5'-0' MIN 1/2` EXP JT R OR ESMT UNE MATL C13 W/ BREAKEROND FH BASE & DRAINAGE ROCK TO BE COVERED W/ A LOOSE SHT OF POLYETHYLENE TO 16" PREVENT BACKFILL MAIL FROM ENTERING (SEE VOIDS IN ROCK NOTE 3) 1/3 CU YD MIN OF 3/4"0 ROCK FOR DRAINAGE $" MJ GV OR TAPPING VALVE CONIC KB 6" DI PIPE NE CNR 4 SHEET 10 PLAN, PROFILE, & LOCATION FOR 20 FIRE HYDRANTS, MAINS, AND VALVES SCALE: NTS l2' T CURB STOP DOMESETIC SERVICE FIRE LINE GATE VALVE a -0� PROPOSED MAIN EXISTING MAIN KEY NOTES: 1O EXIST WTR MAIN 0 MJ ANCHORING TEE FH MJ GV MJx SWIVEL TEE OR TAPPING SLV / 0 TAPPING SLV © RESTRAINED JOINTS O7 TAPPING VALVE FLG x MJ PREFERRED POLYETHYLENE WRAPPED ftLa �aNO Ael)�f PIPE STANp7 FIRE HYDRANT LOCATION i� Tm.. 5umr nmE POLYETHYLENE WRAPPED FIRE LINE SPECIFICATIONS "' ERRATA 2 NOTES: 1. NO HORIZONTAL OR VERTICAL BENDS ARE ALLOWED IN FIRE HYDRANT BRANCH. DENVER WATER 2. DO NOT COVER OR PLUG DRAIN HOLES WITH CONCRETE. PLAN, PROFILE, &LOCATION FOR 3. PROVIDE A H 32 -INCH INCH CONCRETE O 7 -- 10 BREAKERS WHEN FIRE PAD WITH CONSTRUCTION JOINT N B ONSTR FIRE HYDRANTS, MAINS, &VALVES HYDRANT IS INSTALLED IN SIDEWALK OR SIMILAR PAVED SIDEWALK NONE APPROVED BY: AREA. Scale: Date: 2020_ 4. FIRE HYDRANT SHALL NOT BE INSTALLED WITHIN CURB —NONE _ _ _ _January RAMP' Drawn: _ RLB _ Ck: K ROSS Approved: _ _ _ Dr._127_No._ 35 _ SHEET 10 PLAN, PROFILE, & LOCATION FOR 20 FIRE HYDRANTS, MAINS, AND VALVES SCALE: NTS l2' T CURB STOP DOMESETIC SERVICE FIRE LINE GATE VALVE a -0� PROPOSED MAIN EXISTING MAIN KEY NOTES: 1O EXIST WTR MAIN 0 MJ ANCHORING TEE 0 MJ GV Q4 DI PIPE FULLY RESTRAINED 0 TAPPING SLV © CONC KB O7 TAPPING VALVE FLG x MJ ® POLYETHYLENE WRAPPED ERRATA 2 1 SHEET 47 3" & LARGER DOMESTIC & FIRELINE CONNECTIONS 21 SCALE: NTS SINGLE DETECTOR CHECK WITH 3/4€NCH BYPASS METER ISOMETRIC VIEW NOTES: FOR DOMESTIC SERVICE, REFER TO 1 -1/2 -AND 2" METER SPECS AND DRAWING. FOR FIRE LINE, REFER TO GENERAL FIRE LINE SPECS AND DRAWING. VAULT SHALL BE H2O LOAD RATED. 24 GENERAL COMBINED VAULT GUIDELINES - 7'X8'X6' COMBINED VAULT SCALE: NTS 1. IF THERE IS A TREE LAWN BETWEEN THE CURB AND SIDEWALK, THE STOP BOX AND THE METER SETTING SHALL BE INSTALLED IN THE TREE LAWN. IF NO TREE LAWN EXISTS, AND THE SIDEWALK IS ADJACENT TO THE BACK OF THE CURB, THE CURB STOP BOIL SHALL BE 6 -INCHES TO 12 -INCHES FROM THE BACK SIDE OF THE SIDEWALK. 2. THE STOP BOX SHALL BE LOCATED IN A PUBLIC RIGHT-OF-WAY, 6 -INCHES TO 12 -INCHES FROM THE BACKSIDE OF THE CURB OR SIDEWALK, IN A LANDSCAPED AREA, 24 -INCHES FROM THE INLET SIDE OF THE METER PIT UNLESS PRIOR APPROVAL IS OBTAINED FROM THE DENVER WATER METER INSPECTOR. FOR A CURB STOP LOCATED BENEATH PAVEMENT, USE A ROADWAY BOX OVER A STANDARD STOP BOX WITH A BOND BREAKER. THE CURB STOP CANNOT BE LOCATED BENEATH PARKING AREAS. 3. INSTALL METER PIT AND SERVICE UNE IN ACCORDANCE WITH SPECIFICATION SECTION 3.02. 2" SERVICE LINE DIST VARIES Tv4ET'ER"PIT- 6° MIN 12" ALAR GROUND LINE SIDEWALK PVMT C&G CURB STOP CORP STOP --\ /� TYPE "K" + o rl SWV INSUL CPLG READ W/ L SERVICE LINE MAY s METALLIC WTR MAIN BE INCREASED ONE 5'-0" PAST OUTSIDE PIPE SIZE AFTER THIS POINT WALL OF PIT -• �TAPPNG SADDLE SEE DETAIL THIS SHEET FOR . COMBINATION METER VAULT NO BENDS, FITTINGS, CONN, OR CHANGES IN PIPE `LI ; ELEVATION ' F C&G STOP BOX DETER PT SIDE WA.. 1 ,SEE DETAIL THIS SHEET FOR �— COMBINATION METER VAULT 2'-0" CLR FROM LID FOR PLANTINGS, TAP BY OW (ADJACENT TAPS ON THE SHRUBS, & BUSHES SAME SIDE OF THE WTR MAIN SHALL BE A MIN OF 5-0" CLR FROM q TO LL OF SERVICE LINES) ED DENVER WATER PLAN SERVICE LINE, STOP BOX, & OUTSIDE METER INSTALLATION Scale. _ NONE _ I Date: May 2018 Drawn: _ RLB _ Ck: _ K ROSS ILL{ Approved: 113 Dr. -127—N 35 2" SERVICE LINE, STOP BOX, AND OUTSIDE METER INSTALLATION L L SCALE: NTS BACKFL OW PREVENTER INSIDE BUIL DING 8"'ASND FVOA'." -,r,' INSTALLATION SPECIFICATIONS -A 5AOE"X S12£ FLOOR DR" —116SEE N075 I l . I� P Tom' I I: iii + CALL UTILITY NOTIFICATION J/4' RESMANT Roo OR CENTER APPRIN&D ALL Nr OF COLORADO SMI OErECTOR CNELN I H'�PRGPERTY [INT RESiRtNV1S V44WWIDaS&.Y MIL YE 1-800-922-1987 314 RESTRU#Vr Rao OR � OR 811 APPROLED 0.R! 41 RESTRAwrs CGWCRfrF r*wsr RL" TO NOTIFY THE UTILITIES haw LINE COWNECAk)N J/!- RFSnwNr ROP OR PER 5rAv6WO .PEC' - B>• cm*ro APPRWYZO aRL ..YNNr . ` �R£SrRUN+TS NOTES.• L9Y061L64BE0 eearsvP T. UNE (9) FUOT CLEARANCE MUST BE MAINTAINEO AROUND RP OEYIL•E 11901 4LO, 4 SggFCEE BEDLYM; 2. INSTALL COVER FLUSH W(H OR 1—IN cavcRErE TNvevsr eLcexs PER 5rA?WMW SPECS APE SfiMR)� BELPw ANO A9DH" PSE (rYP.J PROJECTS AND 2ADECOR R IE FINALr? bu- S( NP r arE 111 FUR NEW CON5TRUCTIUN OR AS a•.m of ,_'/ AVT Box OR EO MIFIIvr a 09s 110 RWK SPECIFIED BY CAIWC aSdr. mLif aS&r. aufi NbcAW FpuvWTipv IN5PECrOR/REPRESENiATIYE FLOW PREI/ENTER HOT BDX '"'� "'°" INST TION SPECIFICATIONS AAOLMFr mm FoRr 48 HOUR NOTICE REOUIREQ RE04ca �� PRNFCh'LE SAC�VadW PREWNTER (SMNOW 1-Prer uwruuv „ _qNcr.E OFTECR]R CHECK "¢ I 6 FSN VE AND 12S. d. Y. CaiL Yf R%D 06 REsrR+srrs 4/1' RESM#VT AW OR - $ RW '�'rO ARPROYEp BELL ✓aWr RESPUlV75 BELL IIo�F Naw LRVE COMVECnaV RESrRant75 BY cuwro. J ^ W i ti ccnrRere na�usr sc RER ST.K^EtiRU ftLa �aNO Ael)�f PIPE STANp7 i� Tm.. 5umr nmE CRv.SYIFD R(J_'K G GENERAL FIRE LINE SPECIFICATIONS L SCALE: NTS 1. AN ON-SITE PRECONSTRUCTION MEETING WITH DENVER WATER IS REQUIRED FOR TAPS AND SERVICE LINES 1 -INCH AND LARGER AND PROJECTS INVOLVING MORE THAN ONE TAP AND SERVICE. PRECONSTRUCTION MEETINGS AND METER INSPECTIONS MAY BE SCHEDULED BY CALLING DENVER WATER AT 303-528-6145. 2. THE METER AND AMR/AMI DEVICE LOCATION SHALL BE APPROVED BY DENVER WATER METER INSPECTION, METER SETTINGS 1 -INCH AND LARGER SHALL BE APPROVED IN THE FIELD BY DENVER WATER PRIOR TO THE INSTALLATION OF ANY SERVICE LINE OR TAP, 3. SERVICE LINES WILL NOT BE ACTIVATED UNLESS THE TAP. METER SETTING. AND SERVICE LINE ARE IN ACCORDANCE WITH THE CURRENT VERSION OF THE DENVER WATER ENGINEERING STANDARDS, APPROVED PROJECT DRAWINGS, AND WRITTEN METER INSPECTION INSTRUCTIONS, AS APPLICABLE. DEVIATIONS FROM THESE PLANS AND STANDARDS MUST BE APPROVED IN ADVANCE AND IN WRITING BY DENVER WATER. 4. METER PITS AND VAULTS SHALL BE FLUSH WITH THE FINAL GRADE OF THE LANDSCAPE, WHICH MUST INCLUDE PROPER DEPTH OF SOIL AMENDMENT. IF THE STREET OR GROUND IS NOT TO FINAL GRADE AT THE TIME OF THE METER INSTALLATION OR INSPECTION. THE OWNER MUST RAISE OR LOWER THE METER PIT/VAULT WHEN FINAL GRADE IS ESTABLISHED. THE METER SETTING MUST BE ADJUSTED TO THE ENGINEERING STANDARDS AFTER THE METER PIT/VAULT GRADE HAS BEEN ADJUSTED. 5. CURB BOXES, METER PITS, METER VAULTS, AND AMR/AMI DEVICES SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. NO METER MAY BE REMOVED FROM ITS INSTALLED LOCATION UNTIL THE EXISTING TAP HAS BEEN CUT AT THE MAIN. 6, BACKFLOW PREVENTION DEVICES MAY BE REQUIRED IN ACCORDANCE WITH THE DENVER WATER ENGINEERING STANDARDS AND STANDARD DRAWINGS. IF REQUIRED, THEY MUST BE IN PLACE BEFORE THE FINAL METER INSPECTION. 7. METER PITS SHALL BE FURNISHED HATH A PLASTIC FROST UD IN ACCORDANCE HATH MS -25. 8. THE AMR/AMI DEVICE WILL MOUNT THROUGH THE CAST IRON LID OR UNDER THE COMPOSITE LID, OR A REMOTE AMR DEVICE WILL BE REQUIRED. METERS SHALL BE FURNISHED WITH ELECTRONIC DIGITAL ENCODER REGISTERS OR MECHANICALLY ENCODED REGISTERS WITH A REMOTE AMR DEVICE FOR EACH REGISTER, 9. A REMOTE AMR DEVICE WILL BE INSTALLED AT A LOCATION DETERMINED BY DENVER WATER AT THE TIME OF METER INSPECTION. AMR DEVICES WILL TYPICALLY BE INSTALLED ON THE OUTSIDE OF THE BUILDING FACING A PUBLIC STREET. OWNER MUST PROVIDE CONDUIT AND SIGNAL WARE FROM THE METER TO THE AMR DEVICE LOCATION. 10. MASTER METER AND READ AND BILL DISTRIBUTORS MAY IMPOSE ADDITIONAL STANDARDS NOT REQUIRED BY DENVER WATER. ERRATA 21 SHEET 50 SHEET 46 r GENERAL WATER METER AND SEREVICE NOTES L J SCALE: NTS walb"ce Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: , p0 LIC fib" ° °a1'k m 0 e � eo PE.0979 ' NAL 04/01/2020 04/01 /2020 INSTALLATION 06 PRIOR TO ANY INSPECTION. m UO OF"IV A OR 5' J ^ W GENERAL z PRESYME RRNLYPCE > a � Ir Arm 'E "�hJ FIRE LINE SPECIFICATIONS "' °' z W THE CONSOLIDATED MUTUAL WATER COMPANY CO 'cOF ETE naw6r X04:9 O 7 -- PER SrA&I S, -CCs rwWSmveBED cRf7rnvo SCALE. NONE APPROVED BY: DRAWN BY: MQ WALTER WELTON, III D£51GN' MO CNECKrD 8Y: JA INDEX NO. OTR SEC NO W. U. No. DRAWING No. DATE: 4359 NA NA 94.010 2/1/1994 REVISED BY: AKR CNECK£D BY: AQ DATE: 10/2015 G GENERAL FIRE LINE SPECIFICATIONS L SCALE: NTS 1. AN ON-SITE PRECONSTRUCTION MEETING WITH DENVER WATER IS REQUIRED FOR TAPS AND SERVICE LINES 1 -INCH AND LARGER AND PROJECTS INVOLVING MORE THAN ONE TAP AND SERVICE. PRECONSTRUCTION MEETINGS AND METER INSPECTIONS MAY BE SCHEDULED BY CALLING DENVER WATER AT 303-528-6145. 2. THE METER AND AMR/AMI DEVICE LOCATION SHALL BE APPROVED BY DENVER WATER METER INSPECTION, METER SETTINGS 1 -INCH AND LARGER SHALL BE APPROVED IN THE FIELD BY DENVER WATER PRIOR TO THE INSTALLATION OF ANY SERVICE LINE OR TAP, 3. SERVICE LINES WILL NOT BE ACTIVATED UNLESS THE TAP. METER SETTING. AND SERVICE LINE ARE IN ACCORDANCE WITH THE CURRENT VERSION OF THE DENVER WATER ENGINEERING STANDARDS, APPROVED PROJECT DRAWINGS, AND WRITTEN METER INSPECTION INSTRUCTIONS, AS APPLICABLE. DEVIATIONS FROM THESE PLANS AND STANDARDS MUST BE APPROVED IN ADVANCE AND IN WRITING BY DENVER WATER. 4. METER PITS AND VAULTS SHALL BE FLUSH WITH THE FINAL GRADE OF THE LANDSCAPE, WHICH MUST INCLUDE PROPER DEPTH OF SOIL AMENDMENT. IF THE STREET OR GROUND IS NOT TO FINAL GRADE AT THE TIME OF THE METER INSTALLATION OR INSPECTION. THE OWNER MUST RAISE OR LOWER THE METER PIT/VAULT WHEN FINAL GRADE IS ESTABLISHED. THE METER SETTING MUST BE ADJUSTED TO THE ENGINEERING STANDARDS AFTER THE METER PIT/VAULT GRADE HAS BEEN ADJUSTED. 5. CURB BOXES, METER PITS, METER VAULTS, AND AMR/AMI DEVICES SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. NO METER MAY BE REMOVED FROM ITS INSTALLED LOCATION UNTIL THE EXISTING TAP HAS BEEN CUT AT THE MAIN. 6, BACKFLOW PREVENTION DEVICES MAY BE REQUIRED IN ACCORDANCE WITH THE DENVER WATER ENGINEERING STANDARDS AND STANDARD DRAWINGS. IF REQUIRED, THEY MUST BE IN PLACE BEFORE THE FINAL METER INSPECTION. 7. METER PITS SHALL BE FURNISHED HATH A PLASTIC FROST UD IN ACCORDANCE HATH MS -25. 8. THE AMR/AMI DEVICE WILL MOUNT THROUGH THE CAST IRON LID OR UNDER THE COMPOSITE LID, OR A REMOTE AMR DEVICE WILL BE REQUIRED. METERS SHALL BE FURNISHED WITH ELECTRONIC DIGITAL ENCODER REGISTERS OR MECHANICALLY ENCODED REGISTERS WITH A REMOTE AMR DEVICE FOR EACH REGISTER, 9. A REMOTE AMR DEVICE WILL BE INSTALLED AT A LOCATION DETERMINED BY DENVER WATER AT THE TIME OF METER INSPECTION. AMR DEVICES WILL TYPICALLY BE INSTALLED ON THE OUTSIDE OF THE BUILDING FACING A PUBLIC STREET. OWNER MUST PROVIDE CONDUIT AND SIGNAL WARE FROM THE METER TO THE AMR DEVICE LOCATION. 10. MASTER METER AND READ AND BILL DISTRIBUTORS MAY IMPOSE ADDITIONAL STANDARDS NOT REQUIRED BY DENVER WATER. ERRATA 21 SHEET 50 SHEET 46 r GENERAL WATER METER AND SEREVICE NOTES L J SCALE: NTS walb"ce Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: , p0 LIC fib" ° °a1'k m 0 e � eo PE.0979 ' NAL 04/01/2020 04/01 /2020 Client: Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: . e Pbbott Asso . c'das CAA 0 /J. p` .\' � ng No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: DETAILS C-803 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED J 06 N UO J ^ W co M 0 z w � > a � SMMO CIDW "' °' z W q CO O 7 -- Client: Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: . e Pbbott Asso . c'das CAA 0 /J. p` .\' � ng No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: DETAILS C-803 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED J CURB RAMP GENERAL NOTES: (D IN NEW CONSTRUCTION OR FULL- -DEPTH RECONSTRUCTION, PROVIDE A SEPARATE CURB RAMP FOR EACH MARKED OR UNMARKED PEDESTRIAN STREET CROSSING. @ WHERE SNOW REMOVAL EQUIPMENT WILL BE USED TO CLEAR THE PEDESTRIAN ACCESS ROUTE, CONSULT THE ENGINEER PRIOR TO CONSTRUCTION TO ENSURE CURB RAMPS SHALL BE CONTAINED WHOLLY WITHIN THE WIDTH OF THE PEDESTRIAN STREET CROSSING OR CROSSWALK THEY SERVE, OR AS SHOWN ON THE THE WIDTH AND THICKNESS OF CURB RAMPS IS SUFFICIENT TO ACCOMODATE SUCH EQUIPMENT. CONTRACT PLANS - PROVIDE EXPANSION JOINT MATERIAL 112" THICK WHERE CURB RAMPS ADJOIN ANY RIGID PAVEMENT,OR STRUCTURE.THE TOP OF THE JOINT FILLER MATERIAL Q ALTERATIONS ARE DEFINED AS CHANGES TO AN EXISTING HIGHWAY THAT AFFECT PEDESTRIAN ACCESS, CIRCULATION, OR USE. ALTERATIONS INCLUDE, BUT SHALL BE FLUSH WITH ADJOINING CONCRETE SURFACES. THE EXPANSION JOINT MATERIAL SHALL EXTEND FOR THE FULL DEPTH OF THE CONCRETE SURFACE. ARE NOT LIMITED TO, RESURFACING, REHABILITATION, RECONSTRUCTION, CURB RAMP RETROFITS, HISTORIC RESTORATION, OR CHANGES OR REARRANGEMENT TO STRUCTURAL PARTS DR ELEMENTS OF A PEDESTRIAN FACILITY. ® PROVIDE TIE BAR REINFORCING BETWEEN INDEPEDENTLY POURED CONCRETE CURB RAMPS OR TURNING SPACES AND CURB AND GUTTER. DRILL AND GROUT O3 A WALKABLE SURFACE IS DEFINED AS A PAVEDSURFACE ADJACENT TO A CURB RAMP OR TURNING SPACE, WITHOUT RAISED OBSTACLES, THAT COULD BE N0. 4 12 INCH LONG REINFORCEMENT BARS (EPDXY COATED) AT 18 INCHES CENTER TO CENTER MINIMUM, MISTAKENLY TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. ® IN ALTERATIONS, WHERE AN EXISTING PHYSICAL CONSTRAINT PREVENTS PROVIDING A SEPARATE CURB RAMP FOR EACH PEDESTRIAN STREET CROSSING, A CURB RAMP PAY AREAS SINGLE DIAGONAL RAMP (ON THE APEX)SHAL BE PERMITTED TO SERVE BOTH PEDESTRIAN STREET CROSSINGS. THE USE OF A SINGLE DIAGONAL RAMP SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. DIAGONAL RAMPS ARE NOT ACCEPTABLE IN NEW CONSTRUCTION OR FULL -DEPTH RECONSTRUCTION. O DETECTABLE WARNINGS SURFACES (DWS) ARE INTENDED TO INDICATE THE BOUNDARY BETWEEN A PEDESTRIAN ROUTE AND VEHICULAR ROUTE WHERE THERE IS A FLUSH RATHER THAN CURBED CONNECTION. DWS ARE NOT INTENDED TO PROVIDE WAYFINDING. DWS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS; 1. CURB RAMPS, BLENDED TRANSITIONS, AND DEPRESSED CORNERS AT PEDESTRIAN STREET CROSSINGS; 2, PEDESTRIAN REFUGE ISLANDS (6 FEET IN WIDTH OR GREATER); 3. BOARDING PLATFORMS AT TRANSIT STOPS WHERE THE EDGE OF THE PLATFORM IS NOT PROTECTED TO PEDESTRIAN CROSS TRAFFIC; AND 4. BOARDING AREAS AT SIDEWALK OR STREET LEVEL TRANSIT STOPS WHERE THE AREA IS NOT PROTECTED TO PEDESTRIAN CROSS TRAFFIC. DETECTABLE WARNING SURFACES SHAT CONTRAST VISUALLY WITH THE ADJACENT GUTTER, HIGHWAY, OR PEDESTRIAN ACCESS ROUTE SURFACE, EITHER LIGHT -ON -DARK OR DARH-0N-LIGHT. FEDERAL YELLOW COLOR IS PREFERRED, HOWEVER, OTHER COLORS MAY BE USED IF APPROVED BY THE ENGINEER. IN ALTERATIONS, TO AVOID CHASING GRADE INDEFINITELY ON STEEP ROADWAYS, A CURB RAMPS LENGTH IS NOT REQUIRED TO EXCEED 15 FEET REGARDLESS OF THE RESULTING RAMP RUNNING SLOPE. ® ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE. ® DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, OR OTHER OBSTRUCTIONS SHALL NOT BE INSTALLED ON THE CURB RAMP, OR TURNING SPACE AREAS. ® IN NEW CONSTRUCTION, POLL BOXES, METER BOXES, MAINTENANCE HDLE COVERS, VAULT LIDS, OR SIMILAR, SHALL NOT BE CDN5TRUCTED WITHIN ANY PART OF CURB RAMP OR TURNING SPACE. IN ALTERATIONS, WHERE THESE ITEMS CANNOT BE RELOCATED OUTSIDE OF THE CURB RAMP OR TURNING SPACE, THEY MUST NOT CREATE A VERTICAL DISCONTINUITY GRATER THAN 1/2 INCH. ANY VERTICAL DISCONTINUITY BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1V:2H. THE BEVEL SHAT BE APPLIED ACROSS THE ENTIRE SURFACE DISCONTINUITY. Q CONSTRUCTION OF ANY REQUIRED PEDESTRIAN CURB SHALL BE INCLUDED IN THE BID PRICE OF THE CONCRETE CURB RAMP AND WILL NOT BE PAID FOR SEPARATELY. Q2 ALL CURB RAMP JOINTS AND GRADE BREAKS SHALL BE FLUSH {0-1/8"). THE JOINT BETWEEN THE ROADWAY SURFACE AND THE GUTTER PAN SHALL BE FLUSH. 0 THE CONTRACTOR SHALL VERIFY REMOVAL LIMITS ARE SUFFICIENT TO PROVIDE POSITIVE DRAINAGE, MAINTAIN EXISTING DRAINAGE PATTERNS, AND AVOID PONDING IN THE FINAL CONFIGURATION. ® FLARED SIDE SLOPES MAY EXCEED 10.0% ONLY WHERE THEY ABUT A NON -WALKABLE SURFACE, OR WHERE THE ADJACENT RAMP SURFACE IS BLOCKED TO PEDESTRIAN TRAFFIC. 05 THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP SHALL NOT EXCEED AN ALGEBRAIC DIFFERENCE OF 13.33X. THE COUNTER SLOPE OF THE GUTTER AT THE FOOT OF A RAMP, TURNING SPACE, OR BLENDED TRANNSMON SHALL NOT EXCEED 5.0%. © GRADE BREAKS AT THE TOP AND BOTTOM OF RAMP RUNS SHALL BE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN.GRADE BREAKS SHAT NOT BE PERMITTED ON THE SURFACE OF THE RAMP RUN OR TURNING SPACE.SURFACE SLOPES THAT MEET AT GRADE BREAKS SHALL BE FLUSH. © A BROOM FINISH, WITH SWEEPS PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAFFIC, SHALL BE APPLIED TO ALL RAMP AND TURNING SPACE SURFACES. © IN ALTERATIONS, WHERE A RAMP OR TURNING SPACE MUST TIE INTO AN EXISTING GRADE THAT CANNOT BE ALTER@,THE RAP OR TURNING SPACE MAY BE WARPED TO TRANSITION TO THE REQUIRED CROSS SLOPE. THE TRANSITION TO THE REQUIRED CROSS SLOPE SHALL BE SPREAD EVENLY OVER THE LENGTH OF THE RAMP OR TURNING SPACE TO MINIMIZE THE DEGREE OF WARPING. THE RATE OF CHANCE ON A RAP OR TURNING SPACE SHALL NOT EXCEED 3% PER LINEAR FOOT. 0 DESIGN AND CONSTRUCT CURB RAMPS, TURNING SPACES, AND FLARE SLOPES WITH THE FLATTEST SLOPES POSSIBLE. THE SLOPES INDICATED IIA THESE DETAILS SHOW THE MAXIMUM SLOPES ALLOWABLE, PREFERRED VALUES TO BE USED DURING DESIGN, LAYOUT, AND CONSTRUCTION ARE: - RAMP RUNNING SLOPE 7.5X - RAMP CROSS SLOPE 1.5% - TURN114G SPACE RUNNING SLOPE 1.5% - TURNING SPACE CROSS SLOPE 1.5% xx TYPE 1 TYPE 2 - TWO RAMPS TYPE 2 - ONE RAMP W .Y + .Y .Y Colorado Deportment of Transportation 2829 west Howard Place � COOT H4, 3rd Floor 4 As a Denver, CO 80204 Phone: 303-757-9021 FAX:303-757-9888 Project Development Branch JBK CURB RAMPS L i TYPE 2 - DIRECTIONAL BLENDED TRANSITION DEPRESSED CORNER .Y i a i W y i y • W PERCENT SLOPE 1.0% 2.D% 5.OX 7.1% 8.3% 10.6% ;• EQUIVALENT RUN/RISE 1 100.1 1 501 20:1 14:1 1 12:1 10:1 y SLOPE TABLE COMBINATION y ,y ,y y, ,y y -FLARE SLOPE 8.0•-9.0% GENERAL NOTES & PAY AREAS Computer File Information ®-x CED � I Sheet Revisions Colorado Deportment of Transportation 2829 west Howard Place � COOT H4, 3rd Floor 4 As a Denver, CO 80204 Phone: 303-757-9021 FAX:303-757-9888 Project Development Branch JBK CURB RAMPS STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments M-608-1 Designer Initigls: JBK ROADWAY ENTRANCE AS APPLICABLE .A GAP OF 2 INCHES FROM THE EDGE OF THE DETECTABLE WARNING SURFACE TO Last Modification Date: 07/31/19 y Standard Sheet No. 1 of 10 Retailer Initials: LTA y ,y ,y y, ,y y I Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: CAD Ver.: MicroStation VB Scale. Not to Scale Units: English I L 2' MIN. -I 1 I- WIDTH OF CURB RAMP `FLOWLINE BACK OF CURB DWS LEADING EDGE TYPE 1 CURB RAMP (PERPENDICULAR ON TANGENT) 2' MIN. N WIDTH OF CURB RAMP DWS LEADING EDGE BOTTOM OF RAMP GRADE BREAK FLOWLINE BACK OF CURB TYPE 1CURB RAMP (DI RECTIDNAL ON RADIUS) FLOWLINE BACK OF C DWS EDGE OF PAVEMENT LAHL TYPE 1CURB RAMP (PERPENDICULAR ON RADIUS) w CtP FLOWLINE BACK IIF CURBy y 4, 'J P y LINE DWS LEADING WSIDTPTM OF SHARED 2 M U(. 0 EA EDGE 0. 0 ® DWS LEADING EDGE _BOTTOM OF RAMP GRADE BREAK SHARED USE PATH / SIDEWALK w w w w w w w w w w w w TYPE 2 - DIRECTI❑NAL RAMP SHARED USE PATH SHARED USE PATH CROSSING DETECTABLE WARNING SURFACE NOTES: Q 4 t� DETECTABLE WARNING SURFACES (DWS) SHALL BE INSTATED AT SIDEWALK, OR SHARED USE PATH, TO STREET TRANSITIONS, 5'GR LES AND SHALL CONSIST OF TRUNCATED DOME SURFACES. ANY TRUNCATED DOME PANELS UR PAVERS WHICH ARE USED MUST BE ON THE CDOT APPROVED PRODUCTS LIST (APL). 2' MIN. 26 CURB RAMPS SCALE: NTS E NO PERPENDICULAR RAMP PERPENDICULAR RAMP PERPENDICULAR RAMP (TYPICAL) (WITH VERTICAL RETURN CURB) (DIRECTIONAL) PERPENDICULAR RAMP NOTES Q1 RAMP WIDTH - PROVIDE 5 FT. OR GREATER WHERE POSSIBLE. IF SITE CONSTRAINTS DO NOT PERMIT, PROVIDE 4 FT. MINIMUM. RAMPS SERVICING SHARED USE PATHS SHAT MATCH THE WIDTH OF THE PATH. TURNING SPACE CURB RAMP FLAT (SLOPE - 0%) E� 2Q RAMP RUNNING SLOPE - 8.3% MAX. 4' MIN. VARIES {L) FL TURNING 2'MIN. RAMP LENGTH L SPACE O3 TURNING SPACE RUNNING SLOPE - 2.D% MAX. TURNING SPACE RUNNING SLOPE IS MEASURED IN THE SAME DeTFcr 6" TO 8" DIRECTION AS THE RAMP RUNNING SLOPE. WPDGN6 _BACK OF CURB SURFACE T� OF r _t ELEVATION ® RAMP AND TURNING SPACE CROSS SLOPE - 2.0% TYPICAL. AT CROSSINGS WITHOUT YIELD OR STOP CONTROL, 2% MAX. 6.3Y MAY. 5% PAVEMENT OR WITH A SIGNAL WHERE VEHICLES CAN PROCEED THROUGH THE INTERSECTION WITHOUT SLOWING OR `Ax. ELEVATION INCREASE STOPPING, THE CROSS SLOPE OF RAMPS AND TURNING SPACES MAY EQUAL THE HIGHWAY GRADE. AT CAUSED BY SIDEWALK MIDBLOCK PEDESTRIAN STREET CROSSINGS THE RAMP AND TURNING SPACE CROSS SLOPE MAY EQUAL THE CONCRETE 4n CH - Curb Helot CROSS -SLOPE HIGHWAY GRADE. SIDEWALK GUTTER RS - Ramp Slope ADJACENT SIDEWALK CROSS -SLOPE fi" GRADE BREAK ACS - Adjacent Sidewalk Cross -Slope (ACS) TURNING SPACE DIMENSIONS - PROVIDE A TURNING SPACE AT THE TOP OF PERPENDICULAR RAMPS WITH GRADE BREAK A WIDTH EQUAL TO THE WIDTH OF THE CURB RAMP. TURNING SPACE LENGTH MUST BE 4 FT. MINIMUM, L - CH RAMP SLOPE MEASURED IN THE DIRECTION OF THE RAMP RUN. WHEN A TURNING SPACE IS CONSTRAINED AT THE BACK OF (RS - ACS) (RS) SIDEWALK, INCREASE LENGTH TO 5 FT. MINIMUM IN THE DIRECTION OF THE RAMP RUN. SECTION A -A EXAMPLE: CH - 6" (0.5 ft.), RS - 7.5% (0.075), ACS - 1.5% (6.015) © RAMP ALIGNMENT - RAMPS SHALL BE ALIGNED TO BE FULLY CONTAINED WITHIN THE CROSSWALK OR L - 0.5/(0.075-0.015) - 8.3 R. STREET CROSSING THEY SERVE. PROVIDE ONE RAMP FOR EACH STREET CROSSING DIRECTION. IN ALTERATIONS, WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT PROVIDING ONE CURB RAMP FOR EACH TURNINGF CROSSING DIRECTION, A SINGLE DIAGONAL CURB RAMP (ON THE APEX OF A CORNER)SHALL BE PERMITTED SPACE CURB RAMP L DETAIL A - RAMP LENGTH TO SERVE BOTH PEDESTRIAN STREET CROSSINGS. IF A DIAGONAL RAP IS USED, A CLEAR SPACE 41 MIN, VARIES (L) 4 FT.X 4FT.M1JST BE PROVIDED AT THE BASE DF THE RAMP. THE CLEAR SPACE MUST BE WITHIN BOTH 21 MIN. VARIES CROSSWALKS AND WHOLLY OUTSIDE OF ANY ADJACENT VEHICULAR TRAVEL LANES. DIAGONAL RAMPS ARE NOT DETECTABLEIX ACCEPTABLE IN NEW CONSTRUCTION, OR FULL -DEPTH RECONSTRUCTION. WARNM SIUW"CE PREF' TOP OF SIDEWALK Q RAMP LENGTH - PERPENDICULAR RAP LENGTH IS DEPENDENT UPON THE RAMP SLOPE, HEIGHT OF CURB, 1% MAX.Mu `% PAVEMENT AND ADJACENT SIDEWALK CROSS -SLOPE WHICH MUST BE INTERCEPTED. SEE DETAIL A FOR CALCULATING RAMP MAX ® TURNING SPACE 3Q ® OS LENGTH WHEN CHASING SIDEWALK CROSS-SSLDPE. WHERE TERRAIN IS SLDPING A RAP IS NOT REQUIRED TO CHASE GRADE MORE THAN 15 FT. REGARDLESS OF THE RESULTING RAMP SLOPE. ==ETEt4m!� GUTTER DETECTABLE WARNING SURFACE © RAP FLARES - WHERE A RAMP EDGE ABUTS A WALKABLE SURFACE, A FLARED SIDE SHAT BE PROVIDED. RAMP 6" GRADE BREAK CRANE BREAK (DWS) FLARE SLOPES SHAT NUT EXCEED 10 OX GRADE BREAK VERTICAL CURB RETURNS - VERTICAL CURB RETURNS MAY BE USED ONLY WHERE A RAMP ABUTS A NON -WALKABLE SURFACE, OR WHERE A RAMP IS PROTECTED FROM PEDESTRIAN CROSS TRAFFIC (FOR EXAMPLE BY A SIGNAL SECTION B -B CABINET OR UTILITY POLE WHICH BLDMS PASSAGE). TYPE 1 PERPENDICULAR CURB RAMPS 10 GUTTER COUNTER SLOPE - 5.0% MAX. Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 west Howard Place CURB RAMPS Designer Initigls: JBK Kix CDOT H4, 3rd Floor M-608-1 Last Modification Date: 07/31/19 ' Denver, CO 80204 Standard Sheet No. 2 of 10 Retailer Initials: LTA Phone: 303-757-9021 FAX: 303-757-9868 � CAD Ver.: MicroStation VB Scale. Not to Scale Units: English I I I Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: DWS SPANS WIDTH OF CURB RAP (WITHIN 2" OF EACH EDGE) FLARED SIDE TRUNCATED DOME PLATE FLARED SIDE OR OR RETURN CURB SET INTO WET CONCRETE RETURN CURB DOME (TYP.) t6- 6" 6"1O A SECTION VIEW OF DETECTABLE WARNING SURFACE PLATE (LOOKING AT PERPENDICULAR RAMP RUN FROM STREET) FL GUTTER TURNING SPACE CONCRETE 6" TD 8" PEDESTRIAN CURB 2' MIN. I r . 611 ------- - c 11 6� 6" RAMP 4 TRUNCATED DOME PLATE SECTION VIEW FOR PARALLEL CURB RAMP TYPES (LOOKING PERPENDICULAR TO TURNING SPACE) CURB FL DETECTABLE WARNING GUTTER SURFACE AREA CURB RAMP FLARED SIDE 61k CURB OR RETURN CURB TRANSITION - - - - - - - y� .. A A6" TRUNCATED DOME PLATE(S) 6" TD 8° SECTION VIEW FOR PERPENDICULAR CURB RAMP TYPES (LOOKING PERPENDICULAR TO RAMP RUN) THE TOP DIAMETER OF THE TRUNCATED DOMES SHALL BE 5OX TO 65% OF THE BASE DIAMETER I I 0.2" i 0.9" TO 1.4" � ELEVATION VIEW OF SINGLE TRUNCATED DOME 0.040" (TYP.},5;��E 0.20"� D SURFACE PLATE THICKNESS VARIES ELEVATION VIEW OF TRUNCATED DOME FOR DETECTABLE WARNING PLATE DWS SPANS WIDTH 2" MAX. OF CURB RAP 2" MAX. (WITHIN 2" OF EACH EDGE) ••••••• ••••••• • EDGE OF RAMP • ••••••••••••••• OR PATH ••••••••••••••• 2'MIN. • • • • • • • • • • • • • • • ••■■••■■•••s••• 1.6"TO2.4" 6" TO 8' (TYPJ a o n a FROM CURB FLOW LINE 0.85' L6" TO 2.4" TRUNCATED DOME PLATE(S) {Trp.} FLOWLINE PLAN VEIW OF DETECTABLE WARNING SURFACE PLATE DETECTABLE WARNING SURFACE DETAILS Computer File Information O2 THE DETECTABLE WARNING SURFACESHALL SPAN THE FULL WIDTH OF THE CURB RAMP, SHARED USE PATH, OR OTHER Colorado Department of Transportation w -r, STANDARD PLAN NO. y w N, w -N, "V � Date: Comments ROADWAY ENTRANCE AS APPLICABLE .A GAP OF 2 INCHES FROM THE EDGE OF THE DETECTABLE WARNING SURFACE TO CURB RAMPS y y y K y ,y ,y y, ,y y Last Modification Date: 07/31/19 > a °° THE EDGE OF THE CURB RAMP OR SHARED USE PATH IS PERMITTED. \/ Denver, CD 80204 VAS M� W w w Retailer Initials: LTA w w w w w M Phone: 303-757-9021 FAX: 303-757-98&8 BOTTOM OF RAMP CAD ver.: MicroStation VS Scale: Not to Scale Units: En lVh = 1N, VicCM0 Project Development Branch JBK O3 WHEN DETECTABLE WARNING SURFACES ARE PLACED ON A SLOPE GREATER THAN 5 6%, TRUNCATED DOMES SHOULD BE GRADE BREAK N N `1 N w w w y ALIGNED IN THE DIRECTION OF THE RAMP RUN; OTHERWISE DOMES ARE NUT REQUIRED TO BE ALIGNED. TRUNCATED w d, w w w r DOLES SHALL BE IN A SQUARE GRID OR RADIA- PATTERN. WHEN PLACED RADIALLY, PLACE ADJACENT DWS PLATES EDGE TO EDGE. EDGES OF CUT PLATES SHALL BE STRAIGHT. a g ® LOCATE ONE CORNER OF THE DWS LEADING EDGE AT THE BACK OF CURB. NO POINT ON THE LEADING EDGE OF THE SIDEWALK DWS MAY BE MORE THAN 5 FT. FROM THE BACK OF CURB. WHEN ANY POINT OF THE LEADING EDGE OF THE DWS 4'MIN. WILL BE GREATER THAN 5 FT. FROM THE BACK OF CURB, PLACE THE DWS RADIALLY AT THE BACK OF CURB. FLOWLINE QS WHERE PERPENDICULAR DIRECTIONAL RAMPS ABUT A WALKABLE SURFACE,THE LEADING EDGE OF THE DWS SHALL NOT O DWS LEADING EDGE BE PLACED FURTHER THAN 2 FEET FROM THE BACK OF CURB. IF THE RADIUS OF A CORNER MAKES THIS )POSSIBLE, BACK OF CURB ORIENT THE CURB RAMP PERPENDICULAR TO THE CURB AND GUTTER. FLOWLINE Q IF THE DETECTABLE WARNING SURFACE IS CUT, GRIND OFF THE REMAINING PORTION OF ANY CUT TRUNCATED DOMES. BACK OF CURB WIDTH OF CURB / SEAL ALL CUT PANEL EDGES WITH AN APL SEALANT TO PREVENT WATER DAMAGE. RAMP JI TRUNCATED DOME PLATES SHAT BE EMIBEDED IN THE CONCRETE CURB RAF THE CONCRETE IS PLASTIC. TYPE 2 - DIRECTIONAL RAMP DWS LEADING EDGE O7 WHILE TYPE 2 CURB RAMP ® DWS SHALL NOT BE PLACED OVER GRADE BREAKS. DETECTABLE WARNING SURFACE L. (DWS) DETECTABLE WARNING SURFACE PLACEMENT Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. Creation Date: 07/31/19 CEDCDOT Date: Comments 2826 west Howard Place H4, 3rd Floor ce�Denver, CURB RAMPS M-608-1 Designer Initials: JBK Last Modification Date: 07/31/19 CD 80204 Standard Sheet No. 9 of 10 Retailer Initials: LTA {� Phone: 303-757-9021 FAX: 303-757-9888 CAD ver.: MicroStation VS Scale: Not to Scale Unita: En lVh Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Pro iect Sheet Number: 26 CURB RAMPS SCALE: NTS E NO PERPENDICULAR RAMP PERPENDICULAR RAMP PERPENDICULAR RAMP (TYPICAL) (WITH VERTICAL RETURN CURB) (DIRECTIONAL) PERPENDICULAR RAMP NOTES Q1 RAMP WIDTH - PROVIDE 5 FT. OR GREATER WHERE POSSIBLE. IF SITE CONSTRAINTS DO NOT PERMIT, PROVIDE 4 FT. MINIMUM. RAMPS SERVICING SHARED USE PATHS SHAT MATCH THE WIDTH OF THE PATH. TURNING SPACE CURB RAMP FLAT (SLOPE - 0%) E� 2Q RAMP RUNNING SLOPE - 8.3% MAX. 4' MIN. VARIES {L) FL TURNING 2'MIN. RAMP LENGTH L SPACE O3 TURNING SPACE RUNNING SLOPE - 2.D% MAX. TURNING SPACE RUNNING SLOPE IS MEASURED IN THE SAME DeTFcr 6" TO 8" DIRECTION AS THE RAMP RUNNING SLOPE. WPDGN6 _BACK OF CURB SURFACE T� OF r _t ELEVATION ® RAMP AND TURNING SPACE CROSS SLOPE - 2.0% TYPICAL. AT CROSSINGS WITHOUT YIELD OR STOP CONTROL, 2% MAX. 6.3Y MAY. 5% PAVEMENT OR WITH A SIGNAL WHERE VEHICLES CAN PROCEED THROUGH THE INTERSECTION WITHOUT SLOWING OR `Ax. ELEVATION INCREASE STOPPING, THE CROSS SLOPE OF RAMPS AND TURNING SPACES MAY EQUAL THE HIGHWAY GRADE. AT CAUSED BY SIDEWALK MIDBLOCK PEDESTRIAN STREET CROSSINGS THE RAMP AND TURNING SPACE CROSS SLOPE MAY EQUAL THE CONCRETE 4n CH - Curb Helot CROSS -SLOPE HIGHWAY GRADE. SIDEWALK GUTTER RS - Ramp Slope ADJACENT SIDEWALK CROSS -SLOPE fi" GRADE BREAK ACS - Adjacent Sidewalk Cross -Slope (ACS) TURNING SPACE DIMENSIONS - PROVIDE A TURNING SPACE AT THE TOP OF PERPENDICULAR RAMPS WITH GRADE BREAK A WIDTH EQUAL TO THE WIDTH OF THE CURB RAMP. TURNING SPACE LENGTH MUST BE 4 FT. MINIMUM, L - CH RAMP SLOPE MEASURED IN THE DIRECTION OF THE RAMP RUN. WHEN A TURNING SPACE IS CONSTRAINED AT THE BACK OF (RS - ACS) (RS) SIDEWALK, INCREASE LENGTH TO 5 FT. MINIMUM IN THE DIRECTION OF THE RAMP RUN. SECTION A -A EXAMPLE: CH - 6" (0.5 ft.), RS - 7.5% (0.075), ACS - 1.5% (6.015) © RAMP ALIGNMENT - RAMPS SHALL BE ALIGNED TO BE FULLY CONTAINED WITHIN THE CROSSWALK OR L - 0.5/(0.075-0.015) - 8.3 R. STREET CROSSING THEY SERVE. PROVIDE ONE RAMP FOR EACH STREET CROSSING DIRECTION. IN ALTERATIONS, WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT PROVIDING ONE CURB RAMP FOR EACH TURNINGF CROSSING DIRECTION, A SINGLE DIAGONAL CURB RAMP (ON THE APEX OF A CORNER)SHALL BE PERMITTED SPACE CURB RAMP L DETAIL A - RAMP LENGTH TO SERVE BOTH PEDESTRIAN STREET CROSSINGS. IF A DIAGONAL RAP IS USED, A CLEAR SPACE 41 MIN, VARIES (L) 4 FT.X 4FT.M1JST BE PROVIDED AT THE BASE DF THE RAMP. THE CLEAR SPACE MUST BE WITHIN BOTH 21 MIN. VARIES CROSSWALKS AND WHOLLY OUTSIDE OF ANY ADJACENT VEHICULAR TRAVEL LANES. DIAGONAL RAMPS ARE NOT DETECTABLEIX ACCEPTABLE IN NEW CONSTRUCTION, OR FULL -DEPTH RECONSTRUCTION. WARNM SIUW"CE PREF' TOP OF SIDEWALK Q RAMP LENGTH - PERPENDICULAR RAP LENGTH IS DEPENDENT UPON THE RAMP SLOPE, HEIGHT OF CURB, 1% MAX.Mu `% PAVEMENT AND ADJACENT SIDEWALK CROSS -SLOPE WHICH MUST BE INTERCEPTED. SEE DETAIL A FOR CALCULATING RAMP MAX ® TURNING SPACE 3Q ® OS LENGTH WHEN CHASING SIDEWALK CROSS-SSLDPE. WHERE TERRAIN IS SLDPING A RAP IS NOT REQUIRED TO CHASE GRADE MORE THAN 15 FT. REGARDLESS OF THE RESULTING RAMP SLOPE. ==ETEt4m!� GUTTER DETECTABLE WARNING SURFACE © RAP FLARES - WHERE A RAMP EDGE ABUTS A WALKABLE SURFACE, A FLARED SIDE SHAT BE PROVIDED. RAMP 6" GRADE BREAK CRANE BREAK (DWS) FLARE SLOPES SHAT NUT EXCEED 10 OX GRADE BREAK VERTICAL CURB RETURNS - VERTICAL CURB RETURNS MAY BE USED ONLY WHERE A RAMP ABUTS A NON -WALKABLE SURFACE, OR WHERE A RAMP IS PROTECTED FROM PEDESTRIAN CROSS TRAFFIC (FOR EXAMPLE BY A SIGNAL SECTION B -B CABINET OR UTILITY POLE WHICH BLDMS PASSAGE). TYPE 1 PERPENDICULAR CURB RAMPS 10 GUTTER COUNTER SLOPE - 5.0% MAX. Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 west Howard Place CURB RAMPS Designer Initigls: JBK Kix CDOT H4, 3rd Floor M-608-1 Last Modification Date: 07/31/19 ' Denver, CO 80204 Standard Sheet No. 2 of 10 Retailer Initials: LTA Phone: 303-757-9021 FAX: 303-757-9868 � CAD Ver.: MicroStation VB Scale. Not to Scale Units: English I I I Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: DWS SPANS WIDTH OF CURB RAP (WITHIN 2" OF EACH EDGE) FLARED SIDE TRUNCATED DOME PLATE FLARED SIDE OR OR RETURN CURB SET INTO WET CONCRETE RETURN CURB DOME (TYP.) t6- 6" 6"1O A SECTION VIEW OF DETECTABLE WARNING SURFACE PLATE (LOOKING AT PERPENDICULAR RAMP RUN FROM STREET) FL GUTTER TURNING SPACE CONCRETE 6" TD 8" PEDESTRIAN CURB 2' MIN. I r . 611 ------- - c 11 6� 6" RAMP 4 TRUNCATED DOME PLATE SECTION VIEW FOR PARALLEL CURB RAMP TYPES (LOOKING PERPENDICULAR TO TURNING SPACE) CURB FL DETECTABLE WARNING GUTTER SURFACE AREA CURB RAMP FLARED SIDE 61k CURB OR RETURN CURB TRANSITION - - - - - - - y� .. A A6" TRUNCATED DOME PLATE(S) 6" TD 8° SECTION VIEW FOR PERPENDICULAR CURB RAMP TYPES (LOOKING PERPENDICULAR TO RAMP RUN) THE TOP DIAMETER OF THE TRUNCATED DOMES SHALL BE 5OX TO 65% OF THE BASE DIAMETER I I 0.2" i 0.9" TO 1.4" � ELEVATION VIEW OF SINGLE TRUNCATED DOME 0.040" (TYP.},5;��E 0.20"� D SURFACE PLATE THICKNESS VARIES ELEVATION VIEW OF TRUNCATED DOME FOR DETECTABLE WARNING PLATE DWS SPANS WIDTH 2" MAX. OF CURB RAP 2" MAX. (WITHIN 2" OF EACH EDGE) ••••••• ••••••• • EDGE OF RAMP • ••••••••••••••• OR PATH ••••••••••••••• 2'MIN. • • • • • • • • • • • • • • • ••■■••■■•••s••• 1.6"TO2.4" 6" TO 8' (TYPJ a o n a FROM CURB FLOW LINE 0.85' L6" TO 2.4" TRUNCATED DOME PLATE(S) {Trp.} FLOWLINE PLAN VEIW OF DETECTABLE WARNING SURFACE PLATE DETECTABLE WARNING SURFACE DETAILS Computer File Information Sheet Revisions Colorado Department of Transportation N STANDARD PLAN NO. Creation Date: 07/31/19 � Date: Comments 2829 west Howard Place CDOT H4, 3rd Floor As CURB RAMPS M-608-1 Designer Initials: JBK M M O Z Last Modification Date: 07/31/19 > a °° \/ Denver, CD 80204 VAS M� W Standard Sheet NO. 10 of 10 Retailer Initials: LTA MO M Phone: 303-757-9021 FAX: 303-757-98&8 r70 CAD ver.: MicroStation VS Scale: Not to Scale Units: En lVh = VicCM0 Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Pro iect Sheet Number: Wallace Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: 0 0 Q�% �. 3 Qom`®° m*1K q f� 0 m PE.00r, 79179 AL 04/01/2020 U) 06 N 00 4-a J M M O Z > a °° � M� W O MO M Z W r70 VicCM0 CIO_ 0 T Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: e pbbott Ass% Gra`\e %d% CAS lipa �;�a�. 9 . J\y� c No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: DETAILS C-804 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED Vehicle Tracking Control (VTC) SM -4 SIDEWALK OR OTHER 50 FOOT (MIN VTC 20 FOOT (WIDTH CAN BE LESS IF CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) PUBLIC UNLESS OTHERWISE SPECIFIED ROADWAY BY LOCAL JURISDICTION, USE CDOT SECT. #703, AASHTO #3 INSTALL ROCK FLUSH WITH OR BELOW TOP OF PAVEMENT a I r NON -WOVEN GEGTEXTILE FABRIC COMPACTED SUBGRADE SECTION A COARSE AGGREGATE DR 6" MINUS ROCK NON—WOVEN GEOTE7(TILE FABRIC BETWEEN SOIL AND ROCK UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE COOT SECT. #'703, AASHTO #3 COARSE AGGREGATE OR 6" MINUS ROCK � 9„ {MIN.) VTC -1. AGGREGATE VEHICLE TRACKING CONTROL November 2010 MM -1 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SM -4 Vehicle Tracking Control (VTC) PUBLIC ROADW, NOTE: WASH WATER MAY NOT CONTAIN CHEMICALS OR SOAPS WITHOUT OBTAINING A SEPARATE PERMIT TC WW DITCH TO CARRY WASH WATER TO 6'7" MIN. LaM W-1 REINFORCED CONCRETE RA K (MAY SUBSTITUTE STEEL CATTLE DRAIN SPACE GUARD FOR CONCRETE RACK) SECTION A VTC -2. AGGREGATE VEHICLE TRACKING CONTROL WITH WASH RACK VTC-; VTC -4 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Concrete Washout Area (CWA) setbacks infeasible or if highly permeable soils exist in the area, then the pit must be installed with an impermeable liner (16 mil minimum thickness) or surface storage alternatives using prefabricated concrete washout devices or a lined aboveground storage area should be used. Design details with notes are provided in Detail CWA-1 for pits and CWA-2 for aboveground storage areas. Pre -fabricated concrete washout container information can be obtained from vendors. Maintenance and Removal A key consideration for concrete washout areas is to ensure that adequate signage is in place identifying the location of the washout area. Part of inspecting and maintaining washout areas is ensuring that adequate signage is provided and in good repair and that the washout area is being used, as opposed to washout in non -designated areas of the site. Remove concrete waste in the washout area, as needed to maintain BMP function (typically when filled to about two-thirds of its capacity). Collect concrete waste and deliver offsite to a designated disposal location. Upon termination of use of the washout site, accumulated solid waste, including concrete waste and any contaminated soils, must be removed from the site to prevent on-site disposal of solid waste. If the wash water is allowed to evaporate and the concrete hardens, it may be recycled. Photo�aph CWA-2. Prefabricated concrete washout- Photo Photograph CWA-3. Earthen concrete washout- Photo courtesy of CDOT. courtesy of CDOT. CWA-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 November 2010 Concrete Washout Area (CWA) MM -1 n CONCRETE WASHOUT SIGN CWA VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE CONCRETE WASHOUT AREA PLAN 12" TYP. COMPACTED BERM AROUND ]4 THE PERIMETER 1� 2% SLOPE- - ILS 3' MIN. 1 UNDISTURBED OR COMPACTED SOIL VEHICLE TRACKING 8 K 8 MIN. CONTROL [SEE VTC SECTION A cErAIL ) CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PLAN VIEW FOR; —CWA INSTALLATION LOCATION. 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY- DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES- IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4, CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY B' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND RACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. S. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC} SM -4 10% MAXI EXISTING 12' MIN PAVED ROADWAY VTC/ vrc/ CM TR DISTURBED AREA, CONSTRUCTION SITE, STABILIZED STORAGE AREA OR STAGING AREA CONSTRUCTION MATS, WOVEN OR TRM November 2010 MM -1 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SM -4 Vehicle Tracking Control (VTC) STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES 1. SEE PLAN VIEW FOR —LOCATION OF CONSTRUCTION ENTRANCES)/EXIT(S). —TYPE OF CONSTRUCTION ENTRANCES)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MAT OR TRIM). 2- CONSTRUCTION MAT OR TRM STABILI2ED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3. A STABIUZEC CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT—OF—WAYS. 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 5- A NON—WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPFED FROM CRY OF BROOMFIELD, COLORADO, NOT AVAILABLE IN A.UTOCAD) VTC -5 VTC -6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Concrete Washout Area (CWA) CWA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS W17HIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMP9 HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARHER, COLORADO, NOT AVAILABLE IN AUTOCAD). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS r0 WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volum 3 walbwe Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: LIQ elt4u`� D ° r� 9 _ PE.00 79° AU 04/01/2020 U) No. Description 18" MIN 06 N �Q SPIKES OR UO 4_+ Scale: AS NOTED Date: STAKES Filename: co M 0 z � a °° � M� W O aG�ti TRM END OVERLAP WITH SPIKES OR STAKES a °' gO,g��� CONSTRUCTION MATS, WOVEN STRAP 70 G4�5o4e� OR TURF REINFORCEMENT CONNECTORcmS a¢ MAT (TRM) CD r Li CONSTRUCTION MAT END a RESTRICT CONST. VEHICLE OVERLAP INTERLOCK WITH c� ACCESS TO SIDES OF MAT STRAP CONNECTORS z N W 20' OR AS REQUIRED TO ACCOMMODATE ANTICIPATFn TRAFFIC (WIDTH CAN BE LESS IF CONST VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) VTC -3_ VEHICLE TRACKING CONTROL W CONSTRUCTION MAT OR TURF REINFORCEMENT MAT (TRM) November 2010 MM -1 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SM -4 Vehicle Tracking Control (VTC) STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES 1. SEE PLAN VIEW FOR —LOCATION OF CONSTRUCTION ENTRANCES)/EXIT(S). —TYPE OF CONSTRUCTION ENTRANCES)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MAT OR TRIM). 2- CONSTRUCTION MAT OR TRM STABILI2ED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3. A STABIUZEC CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT—OF—WAYS. 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 5- A NON—WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPFED FROM CRY OF BROOMFIELD, COLORADO, NOT AVAILABLE IN A.UTOCAD) VTC -5 VTC -6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Concrete Washout Area (CWA) CWA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS W17HIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMP9 HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARHER, COLORADO, NOT AVAILABLE IN AUTOCAD). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS r0 WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volum 3 walbwe Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: LIQ elt4u`� D ° r� 9 _ PE.00 79° AU 04/01/2020 U) No. Description Date 06 N Drawn By: M LG UO 4_+ Scale: AS NOTED Date: J Filename: co M 0 z � a °° � M� W O MO M °' z r 70 C CD Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: e Pbbotl Asso . c'd�s \ O C /17g OV4 Sheet Title: Sheet #: DETAILS C-805 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED J No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DW13 Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: DETAILS C-805 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED J SC -6 Inlet Protection (IP) SEE ROCK SOCK DESIGN IP ROCK DETAIL FOR JOINTING ROCK SOCKS 16" CINDER SOCKS 18° CINDER BLOCKS BLOCKS FLOW 0 .c w 2"x4" WOOD STUD 1, MEN. CURB INLET 2"K4" WOOD - SECTION A - STUO IP -1. BLOCK AND ROCK SOCK SUMP OR ON GRADE INLET PROTECTION BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL FOR INSiALLAT1ON REQUIREMENTS. 2. CONCRETE "CINDER' BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A SINGLE ROW, ABUTTING ONE ANOTHER WITH THE OPEN END FACING AWAY FROM THE CURB. 3. GRAVEL BAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ANOTHER AND JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DESIGN DETAIL. MINIMUM OF TWO CURB SOCKS APPROX 30 DEG. BLOCK AND ROCK SOCK INLET m PROTECTION(SEE DETAIL IP -i} CURB SOCK FLOW MIN IP -2. CURB ROCK SOCKS UPSTREAM OF INLET PROTECTION CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES 1, SEE ROCK SOCK DESIGN DETAIL INSTALLATION REOUIREMENTS. 2. PLACEMENT OF THE SOCK SHALL BE APPROXIMATELY 30 DEGREES FROM PERPENDICULAR IN THE OPPOSITE DIRECTION OF FLOW. 3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART. 4. AT LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON -GRADE INLETS. IP -4 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 SC -1 Silt Fence (SF) SILT FEN'_E INSTALLATION NOTES 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONDING AND DEPOSITION. 2. A UN1=ORM1 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL BE USED. 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTON SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH 3Y HAND. 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES, 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES OR NAILS WITH I" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC DOWN THE STAKE. 6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J -HOOK." THE "J -HOOK" EXTENDIN3 PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20')- 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES, SILT FENCE MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 6". 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, TEARING, OR COLLAPSE. b. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER SEDIMENT CONTROL BMP. 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION, (DETAIL ADA -TED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SF -4 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC -6 --T G RATE I P SEE ROCK SOCK DETAIL FOR JOINTING IP -3. ROCK SOCK SUMPAREA INLET PROTECTION ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. 1i�ftME P SILT FENCE (SEE SILT FENCE DESIGN DETAIL } IP -4. SILT FENCE FOR SUMP INLET PROTECTION SILT FENCE INLET PROTECTION INSTALLATION NOTES 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS, 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES AT A MAXIMUM SPACING OF 3 FEET. 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. August 2013 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SC -6 Inlet Protection (IP) GENERAL INLET PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -LOCATION OF INLET PROTECTION. -TYPE OF INLET PROTECTION (IP.1. IP,2, IP,3, IP,4, IP.5, IP.6) 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3, MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. P,l��il ti]i��ilri ■T�I:lf►11�L.►.[i!r+I�.ri]�t� 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3_ WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE_ 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y, OF THE HEIGHT FOR STRAW BALES. 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 6- WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVALABLE IN AurOCAo) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE_ THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION 1S ACCEPTABLE. IP -5 IP -8 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Stabilized Staging Area (SSA) SM -6 SF/CF SF/CF 9 FF U. SSA n + n , -0 N SLT°E L) d' a CO.NSTRUCT,JOIJ CONSTRUCTION T VEHICLE ° TRAILERS . I FARKING (1f NWED) CONSTRUCTION , SITE ACCESS1 1 a ;3 MIN. THICKNESS MATERIAL GRANULAR MATERIAL STABILIZED l ST61R'C CONSTRUCTION'4' AREA ENTRANCE (SEE rn DETAILS VTC -1 TO VTC -3} SF/C F SF/CF SILT FENCE OR CONSTRUCTION FENCING AS NEEDED LT1I,IIIYU RVftU'!}I'�f SSA -1. STABILIZED STAGING AREA STABILIZED STAGING AREA INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF STAGING AREA(S), -CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE LOCAL JURISDICTION. 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. 4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR MATERIAL. 5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. 6. ADDITIONAL PERIMETER BMPS MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT FENCE AND CONSTRUCTION FENCING. STABILIZED STAGING AREA MAINTENANCE NOTES 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMP9 IN EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBCRAOE BECOMES EXPOSED. November 2010 November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Silt Fence (SF) SC -1 SF SF - SF 1x l}2" ES (RECOMMENDED) WOODEN FENCE POST WITH 10' MAX SPACING SILT FENCE GEOTEKPLE COMPACTED BACKFILL FZW EXISTING 7 ~ 1 -7 GROUND N 6" MIN M LG AT LEAST 10" 4-1+ OF SILT FENCE AS NOTED "TAIL" SHALL BE 4' MIN BURIED co M 0 J JOIN {� FIRST ROTATE SECOND POSTS SHALL BE JOINED AS SHOWN, THEN ROTATED 180 DEC. IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND 3b"-48" TYP. 18" MIN SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED, TYP SECTION A SE -1. SILT FENCE August 2013 November 2010 Urban Drainage and Flood Control District SF -3 Urban Storm Drainage Criteria Manual Volume 3 SM -6 Stabilized Staging Area (SSA) STABILIZED STAGING AREA MAINTENANCE NOTES 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING/LOADING OPERATIONS. 6- THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED ON SITE, AND THE AREA COVERED WITH TOPSOIL. SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. NOTE: MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS AWTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOC" SSA -3 SSA4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 walbce Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 DETAILS 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: ,,,, �.� 0 QC4�N (z3v ° °a]'k �a'r' Ott' It � 9 ®RE.0079 0 000 m®o®0 04/01/2020 U) No. Description Date 06 N Drawn By: M LG UO 4-1+ Scale: AS NOTED Date: J Filename: co M 0 z � a °° � �O 00 70 M N Z W - r It�_ CO 0 Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: e Pbbott Asso . O p`'iNo Sheet Title: Sheet #: DETAILS C-806 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED J No. Description Date Project No.: 1975002 Drawn By: M LG Reviewed By: DWB Scale: AS NOTED Date: 03.18.2020 Filename: Sheet Title: Sheet #: DETAILS C-806 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED J 10040 W. 38TH AVENUE SITE PLAN GEOTECHNICAL: LOT Z, SEE GEOTECHNICAL REPORT PREPARED BY VIVID ENGINEERING GROUP, INC., DATED FEBR SURVEY: UARY 13,2019. MVG MARKETPLACE SUBDIVISION FILING NO. 1 EXISTING TOPOGRAPHY IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY CITY O F W H EAT RIDGE COMPASS SURVEYING $MAPPING, LLC., DATED NOVEMBER 05, 2018. COUNTY OF JEFFERSON, STATE OF COLORADO. LEGEND Tr30 E. Ballw., suite A 150 Greenwood Village, CO 80111 HITECTURE architecture planning I interiors Seal: A Project for: — — — — 660 --- EXISTING MAJOR CONTOUR O CO CLEANOUT At AREA INLET OHD OVERHEAD DOOR — — — — 662 ---- EXISTING MINOR CONTOUR O GM GAS METER Cl CAST IRON PE POLYETHYLENE 660 NEW MAJOR CONTOUR LP LIGHT POLE DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE 662 NEW MINOR CONTOUR SANITARY MANHOLE DO DOOR OPENING RNV RIGHT OF WAY - w G GAS LINE S STORM MANHOLE DS DOWNSPOUT SF SQUARE FEET V, PUG POWER UNDERGROUND XFMR TRANSFORMER PAD EL ELEVATION TC TOP OF CURB UT — TELEPHONE UNDERGROUND OI VALVE FF FINISH FLOOR TG TOP OF GRATE 06N W WATER LINE O WM WATER METER FG FINISH GRADE TP TOP OF PAVEMENT �••r SS SANITARY SEWER LINE FL FLOWLINE TR TOP OF RIM U J M $ STORM SEWER LINE HDPE HIGH DENSITY POLYETHYLENE TS TOP OF SIDEWALK SF SILT FENCE IRR IRRIGATION TW TOP OF WALL 0) C LF LINEAR FEET ^; Q DO � CZ C o z 70 M W� 0Er 0 Er H g 16 cr L J . � Y N � LEGAL DESCRIPTION LOT 2, MVG MARKETPLACE SUBDIVISION FILING NO. 1, CITY OF WHEAT RIDGE COUNTY OF JEFFERSON, STATE OF COLORADO. CASE HISTORY WSP-19-06 & WA -19-03 (THIS PROJECT) WSP-14-07 WSP-14-01 SHEETINDEX PAGE 1 OF 7 COVER SHEET PAGE 2 OF 7 SITE PLAN PAGE 3 OF 7 LANDSCAPE PLANT LIST & DETAILS PAGE 4 OF 7 LANDSCAPE PLAN PAGE 5 OF 7 BUILDING ELEVATIONS PAGE 6 OF 7 SITE DETAILS PAGE 7 OF 7 PHOTOMETRIC PLAN 50171z1:1 :491a141K_ll9:$ THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HERBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HERON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AN ACCURE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. OWNER'SN EfrRLE STATE OF COLORADO COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , A.D. 20_ BY WHITNESS MY HAND AND OFFICAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC CITY CERTIFICATION APPROVED THIS _DAY OF - BYTHE CITY OF WHEAT RIDGE. ATTEST COMMUNITY DEVELOPMENT DIRECTOR TOTAL AREA GROSS NET 0.63 ACRES 0.63 ACRES EXISTING ZONING COMMERCIAL -ONE (C-1) IN PROPOSED LAND USE CONTEMPORARY OVERLAY DISTRICT 6,000 SF MULTI TENANT BUILDING FLOOR AREA BY USE REQUIRED PROPOSED BUILDING COVERAGE 21% OPEN SPACE/ LANDACAPING 12% MIN 12% NON -LIVING 35% MAX 12% LIVING 65% MIN 88% PARKING (TOTAL) 25 29 STANDARD 23 27 ACCESSIBLE 2 2 BICYCLE 4 4 FLOOR AREA BY USE AREA COMMERCIAL 6000 SF ENGINEER WALLACE ENGINEERING 9800 PYRAMID COURT, SUITE 350 ENGLEWOOD, COLORADO 80112 PHONE: (303) 350-1690 CONTACT: DANNY BALDWIN, PE DEVELOPER PEOPLE TEAM A INVESTMENT, LLC 9275 FOX FIRE DRIVE HIGHLANDS RANCH, COLORADO 80129 CONTACT: SAHN HO PROJECT SITE 38TH AVE F C) z J a VICINITY MAP SCALE: NTS 10M61 NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SDP 7/22/2019 SDP 11/26/2019 SUBMITTAL -3 01.06.2020 CAS €j c No. Description Date Project No.: 1975002 Drawn By: MLG Reviewed By: DWB Scale: AS NOTED Date: 11.26.2019 Rename: Sheet ride Sheet #: COVER SHEET 1 OF 7 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED EXISTING STORM INLET TO REMAIN REMOVE HOODSdITARY COMBINATION VAULT MANHOLE W/ 2" METER AND 6" FIRE M=5392OFFSET.5 I, � EA9NI REMOVE AND REPLACE )NTROL POINT EXISTING SIDEWALK TO a 705729l 01 .722 05729.155 ''� •`.� NEAREST JOINTS FOR NEW EL .3.05 'j.3 . NAIL WATER LINESTOP of cu Re \.:,'' ..." 5'X5' LANDING s1Ow RCP AT BOTTOM OF INLET RAMP RIM=539 . INV E=5387.3 INV 5=5387.2 EXISTING MONUMENT INV W=5387.2 SIGN TO REMAIN MODULAR BLOCK RETAINING WALL WITH GUARD RAIL RE: DETAIL 1 5' GATE (UNLOCKED) FOR FDC ACCESS I TO REMAIN 10040 W. 38TH AVENUE SITE DEVELOPMENT PLAN MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOT 2, SEC 28, TOWNSHIP 3, RANGE 69, QSECTION NE. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO 4 st — — et NV s \ 5393- 0' TO 20' BUILD -TO -LINE ... '..... ADA �— TO R ADA RAMP WITHiRRI AnoN HANDRAILS OLS WAY N 89 50" E G14T SIDEWALK OPENING TO aTJ 18" RCP . 12" THICK MIN SIDEWALK N EXISTING " I T - SIDEWALK '• 12" WIDE MIN ASPHALT) N I TW 5397.84 ' � BW 5994.90. OUTLET AT END OF STORM MANHOLE, THE LOCATION AND ELEVATION OF EXISTING RIM=5397.56 I WALL OR AT 40' MAX INV W=5391.1 I SIDEWALK AND WALL i / I I^, M 0� GRANULAR LEVELING PAD I MIN. 6" THICK UNREINFORCED MODULAR 0 z NIDI 4 BLOCK RETAINING WALL ALL COST SHALL BE INCLUDED IN BASE BID. W a) w Structural and Civil Consultants w moi= 9800 Pyramid Court, Suite 350 \y�r (V w I a .i z ol<x 303.350.1690, 800.364.5858 u :z I ~J /27.�'� .~ u 1 SIDEWALK OPENING TO •r CONNECT TO EXISTING 12" THICK MIN SIDEWALK N EXISTING " DRAINAGEAGG SIDEWALK '• 12" WIDE MIN Ia N I 6" I � I OUTLET AT END OF STORM MANHOLE, THE LOCATION AND ELEVATION OF EXISTING RIM=5397.56 I WALL OR AT 40' MAX INV W=5391.1 I at STEPS ASPHALT RE: DETAIL 2 #� ue OUTDOOR . ul: PATIO GRASS IRRIGATION �.� 5395 CONTROL CURB IMLET':. `.:'• {'. `.: :'. ".. i� 9:1 LANDSCAPE AREA 18.00 ISCAPE AREA I CONCRETE SIDEWALK 22.00' ADA PARKING 2+ MAX SLOPE— CURB RAMP .\ RE: CDOT STD M-608-1� FINISH FLOOR ELEVATION=5397.47 -- -- 5396 TW 5397.84 TS 5397.10 --539; BIKE RACK (2) RE: ARCH TRASH R'–ENCLOSURE ASPHALT LSPHALT ECTTO NG AS HAHALT �g3 I� PARKING (TYP) 0 rn ASPHALT 3 25 0----539 Q 0 W ----5399---- 5 SAND GUTTER CONNECT TO EXISTING CONCRETE CURB A=26'44 41" -�� AREA INLET — — `..:... •. --- ---- a.:. R=150.00 � .• L ----------I 70.02 LANDSCAPE AREA,` .y99C S OR9- L .. •� i RI=53 9.6 — ------ — —J TRIM=5400.86 I INM E= 39 .6 _ _ _ _ _ _ J -IN LVL5T,y96. CURB RAMP: I 10' DRAINAGE &UTILITY EA W11T ----- 1 ---------_J 398.94 MRY NHOL i ` — — — — _ ASPHALT 398.94 ° —_-I-_�_�_—N 90'---- /�i1 0.— —_—_—_—_— — \ I I 'HALT LANDSCAPE AREA ASPHALT /�-^5400^— I STEPS I � I RE: DETAIL 2 ONTROL N: 05508.989 POINT E:110234.516 I I ELV5540.78 B I 1 1 10 20 40 :/ 1 PAVING LEGEND ❑ ASPHALT PAVEMENT ® SIDEWALK CONCRETE PAVING N:70397. 45 41 ELV:.5 95.37 ELV: 5395.37 1.5" ALUM CAP STAMPED "AZTEC CP 53" FOUND p4 REBAR W1TH GREEN PLASTIC CAP STAMPED WITH PLS No. 29766, FLUSH WTH GROUND (TYPICAL) LOT STARBUCKS NOTE: MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED BY MANUFACTURER VERSALOK OR APPROVED EQUAL. (DETAIL SHOWN FOR INFORMATION ONLY) RETAINING WALL SHALL BE DESIGNED, SIGNED AND SEALED BY A PLACE BOND BREAKER REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO BETWEEN SIDEWALK OL TOW CAP AND WALL RE: ARCHITECT FOR COLOR NEW SIDEWALK I IMPERVIOUS FILL No. Description 12" THICK MIN 1 N ASPHALT LSPHALT ECTTO NG AS HAHALT �g3 I� PARKING (TYP) 0 rn ASPHALT 3 25 0----539 Q 0 W ----5399---- 5 SAND GUTTER CONNECT TO EXISTING CONCRETE CURB A=26'44 41" -�� AREA INLET — — `..:... •. --- ---- a.:. R=150.00 � .• L ----------I 70.02 LANDSCAPE AREA,` .y99C S OR9- L .. •� i RI=53 9.6 — ------ — —J TRIM=5400.86 I INM E= 39 .6 _ _ _ _ _ _ J -IN LVL5T,y96. CURB RAMP: I 10' DRAINAGE &UTILITY EA W11T ----- 1 ---------_J 398.94 MRY NHOL i ` — — — — _ ASPHALT 398.94 ° —_-I-_�_�_—N 90'---- /�i1 0.— —_—_—_—_— — \ I I 'HALT LANDSCAPE AREA ASPHALT /�-^5400^— I STEPS I � I RE: DETAIL 2 ONTROL N: 05508.989 POINT E:110234.516 I I ELV5540.78 B I 1 1 10 20 40 :/ 1 PAVING LEGEND ❑ ASPHALT PAVEMENT ® SIDEWALK CONCRETE PAVING N:70397. 45 41 ELV:.5 95.37 ELV: 5395.37 1.5" ALUM CAP STAMPED "AZTEC CP 53" FOUND p4 REBAR W1TH GREEN PLASTIC CAP STAMPED WITH PLS No. 29766, FLUSH WTH GROUND (TYPICAL) LOT STARBUCKS NOTE: MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED BY MANUFACTURER VERSALOK OR APPROVED EQUAL. (DETAIL SHOWN FOR INFORMATION ONLY) RETAINING WALL SHALL BE DESIGNED, SIGNED AND SEALED BY A PLACE BOND BREAKER REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO BETWEEN SIDEWALK OL TOW CAP AND WALL RE: ARCHITECT FOR COLOR NEW SIDEWALK SCALE:NTS MIN 12" MIN IL I wlw #4 NOSING ¢ L- 2" CLR 2"CLR EWLE LLI 11" #4 AT 12"OCEW 1" z 6"AGG BASE .•..•'%'y<...' 1 U 1 r. UNDISTURBED SOIL / OR ENGINEERED FILL 6" NUMBER OF STEPS AND RISE, "R" VARIES RE: GRADING AND SITE PLANS, "R" NOT TO EXCEED 7- 2 STEP DETAIL SCALE:NTS NOTE: PLACE RAILING AT EACH SIDE OF STEPS. RE: ARCH FOR HANDRAIL MATERIALS AND COLOR. W PREFORM EXP(T&B) JT FILLER W/ JT SEALANT `v SIDEWALK RE: 6/CO8 GENERAL SITE NOTES I IMPERVIOUS FILL No. Description 12" THICK MIN 0 N EXISTING " DRAINAGEAGG SIDEWALK '• 12" WIDE MIN CAUTION / FINISHED 4" DIA DRAIN PIPE GRADE / WRAPPED W/FILTER FABRIC THE CONTRACTOR IS SPECIFICALLY CAUTIONED OUTLET AT END OF COBBLE MULCH �';' e:W�';5, THE LOCATION AND ELEVATION OF EXISTING :i" WALL OR AT 40' MAX BETWEEN EXISTING SIDEWALK AND WALL i / / EXISTING EARTH M 0� GRANULAR LEVELING PAD AND MEASUREMENTS TAKEN IN THE FIELD. MIN. 6" THICK UNREINFORCED MODULAR THE INFORMATION IS NOT TO BE RELIED ON AS 4 BLOCK RETAINING WALL ALL COST SHALL BE INCLUDED IN BASE BID. SCALE:NTS MIN 12" MIN IL I wlw #4 NOSING ¢ L- 2" CLR 2"CLR EWLE LLI 11" #4 AT 12"OCEW 1" z 6"AGG BASE .•..•'%'y<...' 1 U 1 r. UNDISTURBED SOIL / OR ENGINEERED FILL 6" NUMBER OF STEPS AND RISE, "R" VARIES RE: GRADING AND SITE PLANS, "R" NOT TO EXCEED 7- 2 STEP DETAIL SCALE:NTS NOTE: PLACE RAILING AT EACH SIDE OF STEPS. RE: ARCH FOR HANDRAIL MATERIALS AND COLOR. W PREFORM EXP(T&B) JT FILLER W/ JT SEALANT `v SIDEWALK RE: 6/CO8 GENERAL SITE NOTES 11111ML 1511111111 No. Description Date 06 N 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL MUNICIPAL MLG walke REGULATIONS AND CODES, WHICHEVER IS MORE STRINGENT. CAUTION AS NOTED 2. ALL WORK AND MATERIALS SHALL COMPLY WITH O.S.H.A. STANDARDS. NOTICE TO CONTRACTOR ! ; O THE CONTRACTOR IS SPECIFICALLY CAUTIONED 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS ON RECORDS OF THE VARIOUS UTILITY COMPANIES M 0� & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH AND MEASUREMENTS TAKEN IN THE FIELD. Wallace Engineering GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. THE INFORMATION IS NOT TO BE RELIED ON AS Structural Consultants, Inc. ALL COST SHALL BE INCLUDED IN BASE BID. BEING EXACT OR COMPLETE. THE CONTRACTOR a) MUST CALL THE LOCAL UTILITY LOCATION CENTER Structural and Civil Consultants AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO 9800 Pyramid Court, Suite 350 4. REFER TO LANDSCAPE PLANS FOR GRASS, TREES AND PLANTED MATERIALS. REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Englewood, Colorado 80112 303.350.1690, 800.364.5858 Greenwood Village, CO 111 Greenwood Village, CO 80111 HITECTURE architecture I planning I interiors Seal: A Project for: VJ No. Description Date 06 N Drawn By: MLG UJ DWB Scale: AS NOTED Date: 11.26.2019 Filename: O Z O L OD z 7C) M 0� W� O � O r a) .j Y G Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SDP 7/23/2019 SDP 11/26/2019 SUBMITTAL -3 01.06.2020 0 9 Dtv\Z\c Sheet ride SITE PLAN Sheet #: 20F7 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED No. Description Date Project No.: 1975002 Drawn By: MLG Reviewed By: DWB Scale: AS NOTED Date: 11.26.2019 Filename: Sheet ride SITE PLAN Sheet #: 20F7 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED LANDSCAPE PLANT LIST KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan SOD 90/10 Fescue/Bluegrass Mix SITE AREA CALCULATIONS DESCRIPTION DECIDUOUS SHADE TREES PROPOSED LOT AREA - 27,456 SF LANDSCAPED AREA: *12% MIN. / 3,294 SF 12.6% / 3,465 SF e 35% MAX. 12% /429 SF MATURE MATURE WATER -SOD SIZEAND 20% / 679 SF TOTAL ON-SITE TREES (3,295 SF / 1,000) x 1 SYMBOL COMMON NAME BOTANICAL NAME TOTAL ON-SITE SHRUBS (3,295 SF / 1,000) x 10 33 SHRUBS 58 SHRUBS SUNISHADE 2 TREES QTY STREET TREES (PROVIDED AS PART OF MASTER DEVELOPMENT) N/A N/A HEIGHT SPREAD USE CONDITION WEH Western Hackberry Celts occidentalis 50-60' 40-50' Low Sun 2" Cal., B&B 4 ORNAMENTAL TREES W MATURE MATURE WATER SIZEAND SYMBOL COMMON NAME BOTANICAL NAME SUNISHADE QTY HEIGHT SPREAD USE CONDITION PSG Princeton Sentry Ginkgo Ginkgo biloba'Princeton Sentry' 35-40' 12-15' Medium Sun! Part Shade 2" Cal., B&B 2 DECIDUOUS SHRUBS MATURE MATURE WATER SYMBOL COMMON NAME BOTANICAL NAME SUNSHADE QTY SPREAD USE CONDITION CONDITION OHEIGHT OO AFD Arctic Fire Dogwood Cornus sericea Arctic Fire 34 34 Medium Adaptable 5 Gallon Cont 8 LOP Lodense Privet Ligustrum vulgare 'Lodense' 2-3' 34 Low Sun l Part Shade 5 Gallon Cont 9 DFS Gro -Low Fragrant Sumac Rhus aromatica'Gro-Low' 2-3 6-8' Low Sun 5 Gallon Cont 6 GFS Gokttlame Spires Spiraea japonica'Goldtlame' 2-3 2-3' Medium Sun I Part Shade 5 Gallon Cont 10 EVERGREEN SHRUBS MATURE MATURE WATER SIZEAND SYMBOL COMMON NAME BOTANICAL NAME SUNISHADE QTY HEIGHT SPREAD USE CONDITION + 5 Gallon Cont + BPJ Blue PointJuniper Juniperus chinensis'Blue Point 8-10' 6-8' Low Sun! Part Shade 4 MMP Miniature Muga Pine Pinus mugo'Mops' 2-3 2-3 Law Sun I Part Shade 5 Gallon Cont 11 BEY Bright Edge Yucca Yucca filamenthsa'Bright Edge' 2-3 24 Low Sun I Part Shade 5 Gallon Cant 10 ORNAMENTAL GRASSES MATURE MATURE WATER SIZEAND SYMBOL COMMON NAME BOTANICAL NAME SUNSHADE QTY HEIGHT SPREAD USE CONDITION FRG Feather Reed Grass Calamagrostis acutitlora 'Karl Foerster' 4-5' 18-24" Low Sun / Part Shade 5 Gallon Cont 27 PMG Flame (Purple Maiden) Grass Miscanthus sinensis purpurascens 34 24 Medium Sun 5 Gallon Cont 23 ERENNIALS MATURE MATURE WATER SIZEAND SYMBOL COMMON NAME BOTANICAL NAME SUNISHADE QTY HEIGHT SPREAD USE SPACING CRH Coronado Red Hyssop Agastache'Pstessene' 15-18" 12-15" Low Sun / Part Shade 4" Pot/ 36" O.C. 15 O DWD Dwarf Yellow Daylily Hemerocallis'Happy Returns' 12-15" 12-18" Low Sun 4" Pot/ 24" O.C. 10 LTC Little Trudy Catrrnt Nepeta'Psfike' 8-12" 18-24" Low Sun 4" Pot/ 36" O.C. 24 SOD 90/10 Fescue/Bluegrass Mix SITE AREA CALCULATIONS DESCRIPTION REQUIRED PROPOSED LOT AREA - 27,456 SF LANDSCAPED AREA: *12% MIN. / 3,294 SF 12.6% / 3,465 SF NON -LIVING 35% MAX. 12% /429 SF LIVING 65% MIN. 88% / 3,036 SF -SOD 30% MAX. 20% / 679 SF TOTAL ON-SITE TREES (3,295 SF / 1,000) x 1 3 TREES 6 TREES TOTAL ON-SITE SHRUBS (3,295 SF / 1,000) x 10 33 SHRUBS 58 SHRUBS BUILDING SETBACK TREES (48 LF / 30) x 1 2 TREES 2 TREES STREET TREES (PROVIDED AS PART OF MASTER DEVELOPMENT) N/A N/A NOTE: 1) 8% DEVIATION FROM THE 20% REQUIRED LANDSCAPING PERMITTED VIA VARIANCE FROM CITY OF WHEAT RIDGE. 2) STREETSCAPE PLAN SHOWN WAS APPROVED PER CASE NO. WSP-14-01 3) AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL ON-SITE PLANTINGS. W 38TH AVENUE STREETSCAPE IRRIGATION AND PLANTINGS BY MASTER DEVELOPMENT PER THE SUBDIVISION IMPROVEMENT AGREEMENT ASSOCIATED WITH CASE NO MS -14-01 . PLANTING DETAIL FOR ALL TREES N.T.S. DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTER PLANTING AND STAKING. KEEP CROWN SHAPE TYPICAL OF SPECIES. 14 GUAGE GALV. WIRE WITH 1/2" O X 18" WHITE PVC PIPE ON EACH WIRE. SPECIFIED TREE STRAP COLLAR, DO NOT TWIST. SPECIFIED POSTS, 2 EA 618' HT. ALLIGN AS APPROVED. KEEP PLUMB WITH TOPS EVEN. DRIVE 12" INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT. TREE STAKES LOCATED INSIDE WATERING SAUCER ON TREESGREATER THAN 3" CAL. USE GUYS AS PER EVERGREEN TREES. WRAP ENTIRE SURFACE OF TRUNK UP TO BRANCHES WITH REQUIRED WRAPPING WHEN SPECIFIED. REFER TO SPECIFICATIONS. SECURE @ TOP WITH DUCT TAPE. 0" AT TRUNK 4" DEPTH SPECIFIED MULCH AT EDGE OF RING, INSIDE 4" WATERING SAUCER. REMOVE SAUCER UPON SODDING/SEEDING IN IRRIGATED AREAS. PLANT TREE 2-4" ABOVE SURROUNDING GRADE LEVEL ON UNDISTURBED SOIL. SET TRUNK PLUMB. SPECIFIED BACKFILL MIXTURE. ADMENDMENTS AS SPECIFIED IN TOP 12" DEPTH. REMOVE ALL TWINE & WIRE FROM BALL. REMOVE WIRE BASKETS INITIAL STABILIZING BACKFILL 113 DEPTH, COMPACTED. UNDISTURBED PIT BOTTOM FOR ROOT BALL BASE. GENERAL LANDSCAPE NOTES 1. ALL LOW PERENNIAL AND GROUNDCOVER PLANTING AREAS SHALL BE MULCHED WITH SHREDDED WESTERN RED CEDAR WOOD MULCH, AT A DEPTH OF 3". WEED BARRIER FABRIC IS NOT REQUIRED UNDER WOOD MULCH. 2. ALL OTHER PLANTING BED AREAS SHALL BE MULCHED WITH 1-1/2" GRAY ROSE MULTI -COLORED RIVER ROCK, AT A DEPTH OF 3", INSTALLED OVER PERMEABLE WEED BARRIER FABRIC. DO NOT INSTALL EDGING BETWEEN WOOD MULCH AND ROCK MULCH AREAS. 3. SOD EDGER SHALL BE 14 GAUGE ROLLED TOP STEEL EDGING (DARK GREEN COLOR) IN THE LOCATIONS SHOWN ON THE PLANS. EDGER IS NOT REQUIRED WHERE SOD ABUTS CONCRETE. 4. ALL AREAS TO BE LANDSCAPED SHALL HAVE ORGANIC AMENDMENTS THOROUGHLY INCORPORATED INTO THE SOIL AT A RATE OF 5 CUBIC YARDS PER 1,000 SQUARE FEET, AND TILLED TO A DEPTH OF 6 INCHES. 5. ALL SOD AREAS, BED AREAS, AND LANDSCAPE AREAS SHALL BE FINE GRADED PRIOR TO INSTALLATION OF NEW PLANT MATERIAL. ROCKS, WOOD, AND ANY MATERIAL LARGER THAN 1" IN DIAMETER SHALL BE REMOVED FROM ALL PLANTING AREAS PRIOR TO SODDING AND PLANTING NEW MATERIALS. 6. EXISTING TURF, SHRUBS, TREES, AND PLANT MATERIAL TO BE REMOVED SHALL BE FULLY REMOVED FROM THE SITE, INCLUDING ALL ROOTS. 7. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 8. SOD AREAS SHALL BE ZONED SEPARATELY THAN BEDS, AND SHALL BE IRRIGATED VIA POP-UP SPRAY HEADS PROVIDING FULL (HEAD TO HEAD) COVERAGE. HEADS SHALL BE COMMERCIAL GRADE WITH REPLACEABLE NOZZLES, PRESSURE REGULATORS, AND CHECK VALVES. 9. BED AREAS SHALL BE ZONED SEPARATELY THAN SOD AREAS, AND SHALL BE IRRIGATED BY INDIVIDUAL DRIP EMITTERS TO EACH PLANT. DRIP COMPONENTS SHALL BE COMMERCIAL GRADE RAIN -BIRD OR EQUAL POINT SOURCE EMITTERS, WITH ALL PLANTS RECEIVING IRRIGATION. PLANTING DETAIL FOR SHRUBS, AND ALL CONTAINER PLANTS LARGER THAN 1 GALLON N.T.S. NOTE: DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN CONFORMANCE WITH COLORADO NURSERY ACT REQUIREMENTS. HOLD MULCH GRADE 1" BELOW EDGE OF WALK, EDGING OR CURB. CONCRETE CURB, EDGING, OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING AND MULCHING SET SHRUB AT GRADE GROWN IN CONTAINER OR GROWN IN NURSERY. SET TOP OF JUNIPER'S ROOTBALL TO FINISH GRADE OF MULCH APPLY SPECIFIED MULCH AT 3" DEPTH SCORE CONTAINER ROOTBALLS WITH ENCIRCLING ROOTS FILL PLANT PIT WITH SPECIFIED BACKFILL MIX. SEE SPECIFICATIONS FOR COMPOSITION REMOVE CONTAINER. PLACE ROOTBALL ON UNDISTURBED SOIL oe e b A• .,ir,. Call 3 business days in advance before you dig, grade, or excavate for the marking of underground member utilities __Q OUTDOOR -DESIGN GROUP- W W W.ODGDE SIGN.COM OUTDOOR DESIGN GROUP, INC. 5690 WEBSTER STREET AP -VADA, CO 80002 (303)993-4811 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 HITECTURE architecture I planning I interiors Seal: A Project for: Client: A 06 N Uo 1 Z Z� W� J -QL C0 C0 Qj O > O �0 0 U Cf) O O T �> PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: CLIENT REVIEW 05.28.19 SDP SUBMITTAL 07.22.19 SDP SUBMITTAL 11.26.19 CLIENT REVIEW 01.06.20 SUBMITTAL - 3 01.06.20 CAA No. Description Date Project No.: 19-008 Drawn By: JG Reviewed By: MC Scale: Date: 11.26.19 Filename: Sheet Title Landscape Plant List & Details Sheet #: 30F7 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED LANDSCAPE PLAN SANITARY MANHOLE RIM=5392.54 PROPERTY LINE INV OFFSET, C LD EXISTING COBBLE HALT « SOD LAWN �\ EXISTING MONUMENT SIGN ROCK MULCH; 1-1/2" GRAY ROSE MULTI -COLORED RIVER ROCK, TYP. WV KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan BIKE RACK 2 -MMP 3 -AFD ASPHALT 3-DWD : 1-WEH 3 -LTC EXISTING STREET TREE ASPHALT - 01.06.20 e p,bbott Asso a\� cid yr ' gD EXISTING SOD LAWN z Date Project No.: 19-008 O LL' Reviewed By: MC Scale: ...GLASS; ::..:. CONTR• .O 11.26.19 Filename: O W L O Ln Q w 8 0°10509 E 14 15 w Q w 95 3 -FRG 3-PMG cr-, 0 3 -LOP 3 -FRG w O Un O W 0 L KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan PROPERTY LINEo O 5 EXISTING O O SIDEWALK WALL I I I COBBLE; 5-10" NATURAL GREY I COBBLE,TYP. 1-BPJ ASP 3 -FRG 5 -LTC I I I I O I O O O • D 20°4041' R-1 00.00 7 0.0 2 TRANSFORMER X 6-PMG STEEL EDGER X ITARY MANH SOD LAWN 5398.94 3 -LTC SE=5388.6 N=5388.5 5 -AFD 3-DWD ASPHALT N 0 10' 20' 40' • SCALE:1 "=20' 5 -CRH 3 -CRH 3 -MMP 3 -FRG 2 -PSG 0 3 -LOP PROPOSED BUILDING r- �5-rrlVIU 1-WEH 3 -MMP ROCK MULCH 3-BPJ BIKE RACK 2 -MMP 3 -AFD ASPHALT 3-DWD : 1-WEH 3 -LTC EXISTING STREET TREE — - 01.06.20 e p,bbott Asso a\� cid yr ' gD EXISTING SOD LAWN No. Description Date Project No.: 19-008 Drawn By: JG Reviewed By: MC Scale: ...GLASS; ::..:. CONTR• .O 11.26.19 Filename: I1RI�ATION 2 8 0°10509 E 14 15 95 3 -FRG 3-PMG ,� -- 3 -LOP 3 -FRG PROPERTY LINEo O 5 EXISTING O O SIDEWALK WALL I I I COBBLE; 5-10" NATURAL GREY I COBBLE,TYP. 1-BPJ ASP 3 -FRG 5 -LTC I I I I O I O O O • D 20°4041' R-1 00.00 7 0.0 2 TRANSFORMER X 6-PMG STEEL EDGER X ITARY MANH SOD LAWN 5398.94 3 -LTC SE=5388.6 N=5388.5 5 -AFD 3-DWD ASPHALT N 0 10' 20' 40' • SCALE:1 "=20' 5 -CRH 3 -CRH 3 -MMP 3 -FRG 2 -PSG 0 3 -LOP PROPOSED BUILDING r- �5-rrlVIU 1-WEH 3 -MMP ROCK MULCH 3-BPJ BIKE RACK 2 -MMP 3 -AFD 5 -FRG 3-DWD 3 -LTC 1-WEH 3 -LTC 2 -DFS — s 01.06.20 GR.SS' ASPHALT EXISTING ADJACENT LANDSCAPING TO REMAIN 4 -FRG 1-WEH 1 -DFS 5-PMG 5 -GFS 3 -FRG O O A ALT O 5 -BEY 3-PMG 0 5 -BEY -� 3 -FRG 0 5 -GFS 3-PMG 5 -LTC 3 -DFS 1-WEH 5 -LTC 1 o' oRAINOE uTIUTY OSOOT ROCK � y MULCH ASPHALT N 90'0 00 W 130W6 ASPHALT 11 " I I O EXISTING ADJACENT LANDSCAPING TO REMAIN LANDSCAPELEGEND(SEE SHEET L1 FOR FULL PLANT LIST) EXISTING TREES TO REMAIN DECIDUOUS SHADE TREES • ORNAMENTAL TREES S00 ( •O DECIDUOUS SHRUBS O on-4I+Q EVERGREEN SHRUBS ORNAMENTAL GRASSES �0o LARGE PERENNIALS EXISTING LAWN TO REMAIN SOD 5-10" COBBLE SITE AREA CALCULATIONS KEY wu WEST 38TH AVENUE 00- ..,...• :b. ••t N 9-12'5 0 E' 1 .15 tai ir' �•�� I I I I � 026°44'41 " R=150.00 70.02 DESCRIPTION LOT AREA LANDSCAPED AREA: NON -LIVING LIVING -SOD`:.. REQUIRED *12% MIN. / 3,294 SF 35% MAX. 65% MIN. NOTE: 1) SOD INCLUDED IN LIVING LANDSCAPE AREA N • 0 20' 40' 80' SCALE:1 "=40' !fir ' �► ! ,� �' Call 3 business days in advance before you dig, grade, or excavate for the marking of underground member utilities 27,456 SF 12.6% / 3,465 SF 12% / 429 SF 88% / 3,036 SF 20% / 679 SF 04 A OUTDOOR DESIGN GROUP WWW.ODGDESIGN.COM OUTDOOR DESIGN GROUP, INC. 5690 WEBSTER STREET ARVADA, CO 80002 (303)993-4811 7730 E. Belleview, Suite A 150 Greenwood Village, CO 801 1 1 C H ITECTU RE architecture I planning I Interiors Seal: N ' ��� G-�\O O�k Ns� GO O� F � ,N A Project for: Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: CLIENT REVIEW 05.28.19 SDP SUBMITTAL 07.22.19 SDP SUBMITTAL 11.26.19 CLIENT REVIEW 01.06.20 SUBMITTAL - 3 01.06.20 e p,bbott Asso a\� cid yr ' gD No. Description Date Project No.: 19-008 Drawn By: JG Reviewed By: MC Scale: Date: 11.26.19 Filename: Sheet Title: Landscape Plan Sheet #: 40F7 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED EXTERIOR FINISH SCHEDULE REQUIRED MATERIAL FFIBER CEMENT BOARD, NICHIHA, 60% VINTAGE WOOD " BARK " BUILDING FACADE STUCCO: SW 7532 "URBAN PUTTY" 19-008 VISA LIGHTING, OW 1335 "AVATAR" 143.8 SF GENERAL SHALE MODULAR BRICK SH RUNNING BOND "COLONIAL GRAIN" WITH CONCAVE MORTAR JOINTS AS NOTED * HATCHES INDICATED TO 1/2" RECESSED TOTAL TRANSPARENCY (%) 30% METAL CAP, MATCH FINISH COLOR TO MC' SW 7073 "NETWORK GRAY" Pi PAINT, SW 7068 "GRIZZLE GRAY" P2 PAINT, SW 7532 "URBAN PUTTY" FFABRIC AWNING "BLACK" FSTEEL RAILING, PAINT, 66.4% SW 7068 "GRIZZLE GRAY" 604.8 SF PRECAST CONCRETE CAP, CLEAR GLAZING "NATURAL CONCRETE COLOR" CLEAR ANODIZED ALUMINUM FSTOREFRONT: STOREFRONT DOORS: RAILS AND POLE HANDLES GLAZING: "LOW E" CLEAR GLASS INSULATING UNIT ALL BUILDING MOUNTED UTILITY EQUIPMENT WILL BE LOCATED BEHIND METAL SCREEN WALL AND BE PAINTED TO MATCH ADJACENT EIFS COLOR. T.O. PARAPET ELEV. 122'-0" AFF B.O. CANOPY ELEV. 110'-0" AFF ZONE OF TRANSPARENCI FINISH FLOOR ELEV. 100'-0" AFF jl T.O. PARAPET ELEV. 119'-0" AFF jl B.O. CANOPY ELEV. 110'-0" AFF jl T.O. CONC. CAP ELEV. 103'-0" AFF jl FINISH FLOOR ELEV. 100'-0" AFF GROUND STORY ACTIVATION(TRANSPARENCY) REQUIRED PROVIDED PRIMARY STREET - W. 38TH AVENUE - NORTH ELEVATION TOTALTRANSPARENCY(%) 60% 60% BUILDING FACADE 238.2 SF 19-008 CLEAR GLAZING 143.8 SF Reviewed By: SH Scale: AS NOTED SECONDARY STREET -WEST ELEVATION TOTAL TRANSPARENCY (%) 30% 31.1% BUILDING FACADE 602.2 SF CLEAR GLAZING 187.5 SF PUBLIC SPACE - EAST ELEVATION TOTAL TRANSPARENCY (%) 30% 66.4% BUILDING FACADE 604.8 SF CLEAR GLAZING 401.3 SF L C P1 MCI I Pi ELEV. 100'-0" AFF S L F MCI I E P1 S NEIIIc S L MCI I E S 9§■1m L 3 NORTH ELEVATION SCALE: 1/8"=1'-0" A A A A A WELEVATION &ESCRI8. = 1' - 0" 10 m Ulf] "mulo L I I I I L WALL MOUNTED UTILITY EQUIPMENT B C S C B ❑ ❑ SOUTH ELEVATION 2 SCALE: 1/8"=1'-0" 1 EAST ELEVATION SCALE: 1/8" = V- 0" 51 F j� T.O. PARAPET ELEV. 120'-0" AFF B.O. CANOPY ELEV. 117-0" AFF j� T.O. CONC. CAP ELEV. 103'-0" AFF j� FINISH FLOOR ELEV. 10a_0 AFF T.O. PARAPET ELEV. 120-0" AFF T.O. PARAPET ELEV. 119'-0" AFF B.O. CANOPY ELEV. 110'-0" AFF o ZONE OF Er) TRANSPARENCY T.O. CONC. CAP b ELEV. 103'-0" AFF FINISH FLOOR EL0. 100'-0" AFF jl T.O. PARAPET ELEV. 122-0" AFF jl B.O. CANOPY ELEV. 110-0" AFF ZONE OF TRANSPARENCY FINISH FLOOR ELEV. 100'-0" AFF 7730 E. Belleview, Suite A 150 ;reenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: Client: w Old N �_J UJ >o ,o Z C0 cc) U 70M N Z•��_ W� q� O PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SUBMITTAL - 3 01.06.2020 Sheet Title Sheet #: BUILDING ELEVATIONS 5 of 7 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 06.28.19 Filename: Sheet Title Sheet #: BUILDING ELEVATIONS 5 of 7 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED EXTERIOR FINISH SCHEDULE MATERIAL FFIBER CEMENT BOARD, NICHIHA, VINTAGE WOOD " BARK " FSTUCCO: SW 7532 "URBAN PUTTY" FTIVISA LIGHTING, OW 1335 "AVATAR" A GENERAL SHALE MODULAR BRICK FB RUNNING BOND "COLONIAL GRAIN" WITH CONCAVE MORTAR JOINTS AS NOTED * HATCHES INDICATED TO 1/2" RECESSED 06.28.19 METAL CAP, MATCH FINISH COLOR TO MC SW 7073 "NETWORK GRAY" P1 PAINT, SW 7068 "GRIZZLE GRAY" P2 PAINT, SW 7532 "URBAN PUTTY" A FABRIC AWNING "BLACK" STEEL RAILING, PAINT, SW 7068 "GRIZZLE GRAY" cl, PRECAST CONCRETE CAP, "NATURAL CONCRETE COLOR" STOREFRONT: CLEAR ANODIZED ALUMINUM STOREFRONT DOORS: RAILS AND POLE HANDLES GLAZING: "LOW E" CLEAR GLASS INSULATING UNIT ALL BUILDING MOUNTED UTILITY EQUIPMENT WILL BE LOCATED BEHIND METAL SCREEN WALL AND BE PAINTED TO MATCH ADJACENT EIFS COLOR. NOTE: 1. GUARDRAIL SHALL MEET 2015 IBC, SECTION 1015.3, 1015.4, AND CONNECTION TO THE STRUCTURE PER 1607.8 2. GRIND ALL WELDS SMOOTH, TYP. 1-1/2" DIA. STEEL GUARDRAIL, PAINT. v 8" SLEEVE & GROUT/ INTO CONCRETE 1" DIA. VERTICAL STEEL TUBES, PAINT. �SCA/8" GUARDRAIL ELEVATION 8 = 1' -Oil crop oioE 2] j1 FINISHED GRADE ELEV. REF. CIVIL BIKE RACK FRONT ELEV HSS Er"X(" GAT POST, TYP. OF (4 PAINT (SW #706 "GRIZZLE GRAY T.O. ENCLOSURE SL ELEV. REF. CIVIL 16" DIAMETER 4" STEEL PIPE CONCRETE icy` PAINTED"SAFETY FOOTING �"_� YELLOW" +=Li PLAN 4" STEEL PIPE FILLED W/ CONC. - PAINTED YELLOW SMOOTH TROWEL CROWN TOP 4" STEEL PIPE PAINTED "SAFETY YELLOW" 6' I HK GUNGH SLAB REINF'G TOP, BOT. & MIDDLE 1/2" x 14" REBA ANCHORS THF PIPE BOTH WA 1" STL. BOTTOI BOLLARD 6 1/2" = 1.0„ TRASH ENCLOSURE & RAMP ELEVATION SCALE: 1/4" = V- 0" 4" THK. NATURAL CONC. COLORED PRECAST CONCRETE CAP M_w T.O. ENCLOSURE ELEV. REF. CIVIL RE BRICK VENEER & DAP TRASH ENCLOSURE BRICK VENEER TRASH ENCLOSURE & RAMP ELEVATION SCALE: 1/4" = V- 0" PRECAST CONC. CAP TRASH ENCLOSURE BRICK VENEER, F MATCH TO BUILDING BRICK HSS 6'7(6" GATE POST, TYP. OF (4). PAINT (SW #7068 A "GRIZZLE GRAY") io T.O. ENOL( ELEV. REF. HATCH TO BE INDICATED BRICKS TO BUMP 1/2" OUT FROM OTHERS TRASH ENCLOSURE & RAMP ELEVATION SCALE: 1/4" = V- 0" 4" THK. NATURAL CONC. COLORED PRECAST CONCRETE CAP HEAVY DUTY METAL HINGES, CONTINUOUSLY WELDED TO GATE AND JAMB TUBE, PAINT (SW #7068 "GRIZZLE GRAY") T.O. ENCLOSURES B ELEV. REF. CIVIL111111 11111 I CANE BOLT @ EACH GATE. PAINT 1 uu (SW #7068 "GRIZZLE GRAY") GATE: 16 GA. VERTICAL RIBBED METALS W/ 2"X2"X1/4" STEEL ANGLE IRON FRAME. CONTINUOUS WELD ALL JOINTS. PAINT (SW #7068 "GRIZZLE GRAY'J 3/16" METAL PLATE WITH SLIDE BOLT ASSEMBLY WELDED IN PLACE. PAINT (SW #7068 "GRIZZLE GRAY) -CANEBOLT@ EACH GATE. L__J PAINT (SW #7068 "GRIZZLE GRAY") TRASH ENCLOSURE & RAMP ELEVATION SCALE: 1/4" = V- 0" , .ni, Ill III " MMI^V VC"I I==M T M 411X611V2 r .k,0414 FLOOR DRAIN INLET, RE: CIVIL NOTE: 1. GRIND SMOOTH ALL METAL WELDS. 2. PRIME AND PAINT ALL METAL SURFACES. ALTERNATE FOR POWDER COATING ALL METAL SURFACES HSS 6"X6" GATE POST, TYP. OI PAINT (SW #7068 "GRIZZLE GF RE: 6/A102 '. PAINT :9/A102 :RTICAL I W/ L ANGLE :)NTINUOUS TS. PAINT ZLE ,DING PAD PACTED LIM SLOPE. 7730 E. Belleview, Suite A 150 :reenwood Village, CO 80111 H ITECTU RE architecture planning interiors Seal: A Project for: Client: wJ 06 N 4_0 UJ 0 Z < 00 o 00 U 70M Z• 3:� `J 0 1 0) 0 - T L PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SUBMITAL - 3 01.06.2020 Sheet Title Sheet #: SITE DETAILS 6of7 ©G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED No. Description Date Project No.: 19-008 Drawn By: A Reviewed By: SH Scale: AS NOTED Date: 06.28.19 Filename: Sheet Title Sheet #: SITE DETAILS 6of7 ©G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED ASPHALT ASPHALT EXTERIOR LUMINAIRE SCHEDULE Label MANUFACTURER Units Avg Max Min Avg/Min Max/Min OVERALL CALC GRID FIXT. Fc FINISH LAMP DATA LAMP WATTS MOUNTING MTG DESCRIPTION VOLTS Fc 0.42 TYPE NAME CATALOG NUMBER N.A. PARKING AREA Illuminance METHOD HEIGHT 5.2 0.1 AA1 HUBBELL CIMARRON - CL1-A-60LU-4K-4-DB-BC DB LED 135 POLE tH SINGLE HEAD TYPE IV DISTRIBUTION POLE UNV ■ >� GRASS C FLAT LENS FULL CUT OFF FIXTURE WITH BACKLIGHT CONTROL WP + + + 2 + + A + 0. 0.2 + + + 0.3 k3 + 0.6 + 0.7 �.7 + 0.6 + 0.4 + 0.0 BRNZ .0 0.0 SURFACE 9'-0" DECORATIVE WALL SCONCE UNV S 0.2 0.3 0. +.5 0.5 0.448901. 5.5E 01647.1 + 9 + + 9 + + + + 18'-0" *** (WHERE REQUIRED BY LOCAL CODES, THE CONDUIT .3 0. 0.7 0. 0.5 0.5 ®® 0.6 0.6 0.6 1.1 1.8 1 1. 1.0 0 1 STUBBED ABOVE THE CONCRETE BASE SHALL BE GRC TYPE T o . 2 0 . 1 . i . 1 0.7 0 . s i . 1 0.9 0.8 i . 3 2.6 2.9 2.9 i . e + . 1 0.0 o.o CONDUIT WITH A METAL BUSHING) • 4 ASPHALT THE EXACT LOCATIONS OF ALL BASES SHALL BE 1 DETERMINED FROM THE ARCHITECTURAL AND CIVIL +0.2 1. 3 . o + .7 1.0 1. + + . i . 1.5 2.4 3.1 4.2 2.6 + . 1 +0.0 o . o DRAWINGS, INCLUDING THE TOP OF THE POLE BASE • 5 WS ELEVATIONS. WS WS 1 + 0.3 + 2. + 4.2 1 . + + 2 + 3.7 + 3. + 2AA11.5CONNECT + RDO. SYSTEM GROU +0.3 � .5 +2. WP 2.2 3.4 +3.7 +3.1 .1 o CONDUCTOR TO GROUNDING 1 LUG INSIDE OF POLE 0 HANDHOLE COVER +0.3 0 +3 4 +2 +2 4 +2 7 3 2 4.6 +2.4 +0.1 +0.0 HANDHOLE GRD PER NEC � 0.5 WS 250-50 PVC ENDBELL ' 1 POLE BASE COVER NON +0.3 +3.7 WP +l . +2.0 +3.0 +3.5 +3.4 +2.0 +0.1 +0.0 0.6 WS 1 GROUTED BASE --NON SHRINK � ' VERIFY W/ GROUND CONDUCTOR 0.3 N 3 WP 1 1.7 2.0 1.6 1.0 0.1 0.1 ARCHITECT TO REBAR IN POLE BASE ANCHOR BOLTS SUPPLIED w/POLE ° 6 . . ��2.1 - - - +0.3 z I �0 6 +2 . 7 + 3 +1.1 +0 . 9 +0. 6 .1 +0.1 - MIN. WS - PER +0.3 1. 9 1. 6 1 +0.8 10.6-+ . +0.1 AtPYALT N.E.0 0.5 +0.30 10.3+2. 0 1 . 1.5 1 . 1 +0.8 +0 .5 0.4 C. 2 10.1 AS REQUIRED FOR 5 100 MPH WIND PVC SCH 40 CONDUIT HANDHOLE COVER +o +2 +2.1 1.4 1. +0.7 +o +0.2 LOADS AND FOR . 3 . WP WS o . 6 .3 ° 6 THE LOCAL SOIL WS CONDITIONS. CONCRETE POLE BASE --3000 PSI +o . 3 ASPHALT +3 . WP +2 . +2.6 +2.1 i . 6 i .3 i . 1 +0.4 10.2 WITH 4#4 VERTICAL REBARS 0 5 & #2 REBAR TIES @ 12" • 5 L J +0.3 0.6 +2 . 5. 1 +3 . + + 5 +2 .5 +2 . 6 1.8 +0.4 +0 .2 12" MORE IN DIAMETER THAN THE • 6 BOLT CIRCLE DIAMETER OF THE POLE +0.3 1. 1 +5.1 +3.5 1.9 +0.4 +0.3 AS THE MINIMUM DIAMETER OF THE 7 WS WS .1 POLE BASE. S +0.3 1 +2 WS WS `& +3.5 -11 .6 + +0 + 1. 4 7 6 1.7 . 0 2 . 9 4 . 6 4 . 9 .2 ° • XFMR 0 0 o + 0.2 + 0. + + 0.8 .4 + + +1 1.6 1.3 . 2.2 3. +3.37+3 + 2.7 +2 f.2+1 + 0.1 POLE BASE DETAIL TYPE'AA1' 2 2 T SCALE: NOT TO SCALE 2 +o . 3 +0 4 +o . +o . 6 + + + + + + + S S + 0. + 0.2 .2 + + + + + + + + + + + + + .1 + 0.0 + 0.0 0. 1 + . 1 0. 1 �__ + SPHALT 0.2 0.2 0.2 0.2 p N �a0000� VV2 1 °�'C�.36°'1 ° 0.0 0.0 ASPHALT ++ 0.1 0. + 0.1 .1 + + + 0.1 0.1 0.1 + + + 0.1 0.1 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 ASPHALT 0 PHOTOMETRIC PLAN EXTERIOR LUMINAIRE SCHEDULE Label MANUFACTURER Units Avg Max Min Avg/Min Max/Min OVERALL CALC GRID FIXT. Fc FINISH LAMP DATA LAMP WATTS MOUNTING MTG DESCRIPTION VOLTS Fc 0.42 TYPE NAME CATALOG NUMBER N.A. PARKING AREA Illuminance METHOD HEIGHT 5.2 0.1 AA1 HUBBELL CIMARRON - CL1-A-60LU-4K-4-DB-BC DB LED 135 POLE 18'-0" SINGLE HEAD TYPE IV DISTRIBUTION POLE UNV ■ >� J C FIXTURE WITH BACKLIGHT CONTROL WP HUBBELL GEOPAK - TRP1 -1 2L30 -3K7 -3 -U -DB -E DB LED 28.2 SURFACE 9'-0" WALL PACK WITH 90 MIN. BATTERY BACK-UP UNV WS VISA LIGHTING AVATAR - OW1335-L30K-H-MVOLT-BRNZ BRNZ LED 29 SURFACE 9'-0" DECORATIVE WALL SCONCE UNV Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min OVERALL CALC GRID Illuminance Fc 1.39 9.4 0.0 N.A. N.A. PROPERTY LINE Illuminance Fc 0.42 1.8 0.0 N.A. N.A. PARKING AREA Illuminance Fc 2.09 5.2 0.1 20.90 52.00 C& CONSUL -n CG ENGINEERS, LLC 611111111111V JCAA 10 4100 Wadsworth Blvd. o Wheat Ridge, CO 80033 of p 303.985.3260 a* 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CH ITECTU RE architecture I planning I interiors Seal: A Project for: (D No. Description Date 06 N Drawn By: AV UIl-_J O Scale: AS NOTED Date: J Filename: M M 60 0) 4. MO 00 co N Z W • § 0)- q cr Co O T ■ >� J C .- Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 06.28.19 2ND SUBMITTAL 11.26.19 SUBMITTAL - 3 01.06.20 e p,bbott AS., c, yr CAA O J\1\c Sheet Title: PHOTOMETRIC PLAN Sheet #: 7 of 7 ©G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED No. Description Date Project No.: 19-008 Drawn By: AV Reviewed By: ,JCAA Scale: AS NOTED Date: 11.18.19 Filename: Sheet Title: PHOTOMETRIC PLAN Sheet #: 7 of 7 ©G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED (E) TOP OF SIDEWALK = 539 EXISTING SIDEWALK TO REMAIN RAIL EMBEDDED IN CONCRETE EEL GUARDRAIL, RE: 10/A102 SIM. )NCRETE CURB )NCRETE SIDEWALK )P OF SIDEWALK = 5397.39 I TYP. MSE WALL SECTION I SCALE 1/2.=1,_0. 4 STEEL GUARDRAIL, RE: 10/A102 FILL "SLEEVE -IT" WITH 3,000 PSI CONCRETE POST INSTALLED PER MANUFACTURERS REQUIREMENTS c� PROVIDED WEEP HOLES AT CONCRETE SIDEWALK CAPS @ 16" O.C. FILTER FABRIC TO BE PLACED BETWEEN TOPSOIL AND WALLROCK EXTENDED LENGTH MAY BE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS I INFILL RETAINED SOIL SOIL -- �� 4" TOE DRAIN PIPE VENTED TO DAYLIGHT I TYP. MSE WALL SECTION I SCALE 1/2.=1,_0. T.Q. SLAB ELEV. RE: CIVIL #4 AT 12" O.C. WITH INTO TURNDOWN i 1 nlI RADIUS. TYP. ,T 12" O.C. CIVIL FOR PAVING STEPS & HANDRAIL DETAILI SCALE DETAIL 1 1/4" = V- 0" 2 38TH AVE. IRRIGATION - - - - GRASS CONTROLS COMBIN TION VAULT,-- RE: AULT, O RE: CIVI W 2" METE & 4" FIRE RISER, \ ' PROPERTY"INE \� CONCRETE STEPS, RE: 2(`4'101 \� S RE: CIVI � � S T HANDRAIL, RE: 11/A102 HANDRAIL, RE: 2/A1 STEP DN II N DN.P FF 27' ASPHALT' EIS ING MONUME T REMAIN G,8,METER & LINE, RLUMB & CIVIL GIS I 4" IRE SERVICE LIN , - RE IVIL/PLUMB. - �LLI, LTI 5 Q A301 W W - 1 2"DOMESTIC SERI LINE, E: CIVIL/PLUMB. I PROPERTY LINE N C II to _ I STE -GUARDRAIL, ---------\ ISE: A102 Z Q I � o I UI Jr - Ln 1 I I TEL/ ATA, RE: ELEC RETA NING WALL, RE: 1 3/A1 0 1. PROVIDED WEEF HOLES AT I I I JAG & UTILITY �� CAPS @ 16" O.C. 1 ME T, RE: CIVIL � I I CON ETE CURB, RE: C IL i 1 STEE GUARDRAIL, -- RE: 4 UARDRAIL, RE:4 102 a I ASP ALT \ � L� _ 5 - A301 ` I I I SANITARY VANHOE RIM -5398.94 INV SE -5388.6 INV N-5388.5 ELEC. METE SWITCHGEP TO MATCH \ RANSFORN ONC. PAD, Tal 13 RISER ROOM, RE: CIVIL BUILDING F_ (5,830 sf) FF: 5398.47 = 100'-0" a f FDC & RECESSED KNOX BOX, RE: PLUMB & CIVIL -T DOWNSPOUT, TIE-IN STORM SEWER LINE 4' BELOW FFE, RE: PLUMB & CIVIL I 1 I 1 I I 1 I 1 I SLOPE- DOWN LOEDO N cc -2111 71-011 7 -0" I cc 1 c I 1 I 1/ I 1 I 1 � I n — J DOWNSPOUT, TIE-IN STORM SEWER LINE 4' BELOW FFE, RE: PLUMB & CIVIL CO 1 11'-7" 17'-0" I �I 0 T M N ASPHALT 7730 E. Belleview, Suite A 150 q? Greenwood Village, CO 80111 CHITECTURE architecture I planning I interiors Seal: A Project for: F C040 0 Scott iga 0 305622 02/24/202/ j FC ARG ao T RUSTIC CREEK COLORED - I ALLAN BLOCK UNIT q WELL -GRADED GRANULAR WALL ROCK 0.26" TO 1.5" LESS THAN 10% FINES FINISHED GRADE --\ BETWEEN TOPSOIL AND WALLROCK EXTENDED LENGTH MAY BE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS I INFILL RETAINED SOIL SOIL -- �� 4" TOE DRAIN PIPE VENTED TO DAYLIGHT I TYP. MSE WALL SECTION I SCALE 1/2.=1,_0. T.Q. SLAB ELEV. RE: CIVIL #4 AT 12" O.C. WITH INTO TURNDOWN i 1 nlI RADIUS. TYP. ,T 12" O.C. CIVIL FOR PAVING STEPS & HANDRAIL DETAILI SCALE DETAIL 1 1/4" = V- 0" 2 38TH AVE. IRRIGATION - - - - GRASS CONTROLS COMBIN TION VAULT,-- RE: AULT, O RE: CIVI W 2" METE & 4" FIRE RISER, \ ' PROPERTY"INE \� CONCRETE STEPS, RE: 2(`4'101 \� S RE: CIVI � � S T HANDRAIL, RE: 11/A102 HANDRAIL, RE: 2/A1 STEP DN II N DN.P FF 27' ASPHALT' EIS ING MONUME T REMAIN G,8,METER & LINE, RLUMB & CIVIL GIS I 4" IRE SERVICE LIN , - RE IVIL/PLUMB. - �LLI, LTI 5 Q A301 W W - 1 2"DOMESTIC SERI LINE, E: CIVIL/PLUMB. I PROPERTY LINE N C II to _ I STE -GUARDRAIL, ---------\ ISE: A102 Z Q I � o I UI Jr - Ln 1 I I TEL/ ATA, RE: ELEC RETA NING WALL, RE: 1 3/A1 0 1. PROVIDED WEEF HOLES AT I I I JAG & UTILITY �� CAPS @ 16" O.C. 1 ME T, RE: CIVIL � I I CON ETE CURB, RE: C IL i 1 STEE GUARDRAIL, -- RE: 4 UARDRAIL, RE:4 102 a I ASP ALT \ � L� _ 5 - A301 ` I I I SANITARY VANHOE RIM -5398.94 INV SE -5388.6 INV N-5388.5 ELEC. METE SWITCHGEP TO MATCH \ RANSFORN ONC. PAD, Tal 13 RISER ROOM, RE: CIVIL BUILDING F_ (5,830 sf) FF: 5398.47 = 100'-0" a f FDC & RECESSED KNOX BOX, RE: PLUMB & CIVIL -T DOWNSPOUT, TIE-IN STORM SEWER LINE 4' BELOW FFE, RE: PLUMB & CIVIL I 1 I 1 I I 1 I 1 I SLOPE- DOWN LOEDO N cc -2111 71-011 7 -0" I cc 1 c I 1 I 1/ I 1 I 1 � I n — J DOWNSPOUT, TIE-IN STORM SEWER LINE 4' BELOW FFE, RE: PLUMB & CIVIL CO 1 11'-7" 17'-0" I �I 0 T M N ASPHALT 7730 E. Belleview, Suite A 150 q? Greenwood Village, CO 80111 CHITECTURE architecture I planning I interiors Seal: A Project for: F C040 0 Scott iga 0 305622 02/24/202/ j FC ARG ao T I 06 N U� O M J M 6 0 i 0 Z a a 70 M z 1 0 W q °C 0 ■ J .- PARKING (29 STALLS) NO FOOD PARKING GENERAL RETAIL ONLY ASPHALT 9 0 PROPERTY LINE Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 22'-0" 17'-0" Ilk -0" CORRECTIONS 01.29.21 B 2ND CORRECTIONS 02.24.21 BIKE RACK, I RE: CIVIL — — — — —, SIDEWALK CONTROL L — — — — — — ——JOINT,TYP. . 6" DIA. PERFORATED DRAIN I TILE, TIE TO STORM 0 0 0 0 RE�rC. � � � STEP CONCRETE STEPS, D . RE: 2/A101 EEL %'�— HANDRAIL, RE: 2/A101 0 9 OG �. ST ST S ST. DRAINAGE & UTILITY EASEMENT, RE: CIVIL ASPHALT PROPERTY LINE ASPHALT ARCHITECTURAL SITE PLAN N SCALE 1 " = 10' No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 02.24.21 Filename: Sheet Title: ARCHITECTURAL SITE PLAN Sheet #: A101 1 Amo -u TCl+TI lmC /1A/14 AI I rilf'Ll-ro mCCCn\/CPY 1-1/2" DIA. STEEL RAIL BOTH SIDE OF RAMP, TYP. OF ALL. PAINT 1'-0" 27'-6" 1 1'-0" 71 4'-1" 4'-10" 4'-10" 4'-10" 4'-10" 4'-1" N T 0 CV N T Zo TS 5396.34 EMBEDED, TYP. OF ALL TS 5394.06 I RAMP HANDRAIL ELEVATION 1/2 SCALEil 11 NOTE: 1. GUARDRAIL SHALL MEET 2015 IBC, SECTION 1015.3, 1015.4, AND CONNECTION TO THE STRUCTURE PER 1607.8 2. GRIND ALL WELDS SMOOTH, TYP. 1-1/2" DIA. STEEL GUARDRAIL, PAINT. 4" STEEL PIPE �" ' r^ W/ CONC. - PAI YELLOW SMO( TROWEL CRO\ 4" STEEL PIPE PAINTED "SAFI YELLOW" 6" THK CONCR SLAB 16" DIAMETER X"6" CONCRETE REINF'G TOP, FOOTING BOT. & MIDDLE = ABOVE CMU. DRILL & EPDXY 1/2" x 14" REBA CAST STONE CAP AS REQ'D ANCHORS THF d == PIPE BOTH WA 4" STEEL PIPE 2-1/4" NOMINAL BRICK PAINTED "SAFETY YELLOW" PLAN 1" STL. BOTTOI BOLLARD DETAILI SCALE 1/2" = V- 0" 8"X4"X16" NOMINAL CMU 2-1/4" NOMINAL BRICK VENEER, TYP. io ao HSS 6 X 6 X 1/4 GATE POST FILLED WITH CONCRETE. PAINT (SW #7068 "GRIZZLE GRAY") 6" THK CONCRETE SLAB OIL T.O. ENCLOSURE SLAB ELEV. REF. CIVIL 1/2" x 14" REBAR ANCHORS THRU PIPE BOTH WAYS 24" DIA. CONC. FOOTING AT ENTER OTS 9 GATE POST FOOTING DETAIL SCALE 1/211 = 1' - 0" d d a. � CV O 4" 8" SLEEVE & GROU HSS 6"X6" GATE POST, FILLED W/ CONCRETE. INTO CONCRETE SIDEWALK REVA102. PAINT 1" DIA. VERTICAL STEEL TUBES, PAINT. 16 GA. RIBBED METAL GATES WITH 2"XZ%1/4" STEEL ANGLE IRON FRAME. CONTINUOUS WELD ALL JOINTS. PAINT TYP. GUARDRAIL ELEVATION SCALE 1 TRASH ENCLOSURE DETAIL SCALE R 3/8 = 1 - 0 DETAIL 1-1/2" = 1' - 0" v 6" THICK SLAB W/ #4 @ 11 16" O.C. EACH WAY 241-0 a. II L J_�° III III III III III ;III III III II111 III III II Io _� III i I III III,. IIS II I iii _III„ II II I =iiiiii� I III1 1 1� i i- IiIII— i t 2 #4'S T.&B. #3 STIRRUPS @ 24" O.C. CONCRETE APRON PAD DETAIL SCALE 1/2" = V- 0" 5 ---------------- —iiiiiii iii iiiiiiiiiiiiii iii iii--iiiiiii iii iii ' • • ----------------- ---------------- ---------------- ----------------- ----------------- ---------------- ----------------- HATCH TO BE INDICATED BRICKS TO BUMP 1/2" OUT FROM OTHERS 7 TRASH ENCLOSURE SIDE ELEV T.O. ENCLOSURE SLAB ELEV. REF. CIVIL SCALE 1/4" = V- 0" T.O. ENCLOSURE ELEV. REF. CIVIL HSS 6"X6" GATE POST, TYP. OF (4). PAINT (SW #7068 "GRIZZLE GRAY") o zo OIL T.O. ENCLOSURE SLAB ELEV. REF. CIVIL OF 4" THK. NATURAL CONC. COLORED PRECAST CONCRETE CAP TRASH ENCLOSURE BRICK VENEER, MATCH TO BUILDING BRICK HATCH TO BE INDICATED BRICKS TO BUMP 1/2" OUT FROM OTHERS TRASH ENCLOSURE SIDE ELEVI SCALE I 1/4" = PRECAST CONC. CAP TRASH ENCLOSURE BRICK VENEER, MATCH TO BUILDING BRICK HATCH TO BE INDICATED BRICKS TO BUMP 1/2" OUT FROM OTHERS TRASH ENCLOSURE REAR ELEVI SCALE II 1/4.,,., 4" THK. NATURAL CONC. COLORED PRECAST CONCRETE CAP HEAVY DUTY METAL HINGES, GATE: 16 GA. VERTICAL RIBBED METALS W/ CONTINUOUSLY WELDED TO GATE2"X2"X1/4" STEEL ANGLE IRON FRAME. CONTINUOUS AND JAMB TUBE, PAINT WELD ALL JOINTS. PAINT (SW #7068 "GRIZZLE GRAY") (SW #7068 "GRIZZLE GRAY") T.O. ENCLOSURE SLAB ELEV. REF. CIVIL I II I I ',-3/16" METAL PLATE WITH -JI I II I I � CANE BOLT @ CANE BOLT @ EACH GATE. PAINT Lu�i SLIDE BOLT ASSEMBLY Lu�i EACH GATE. (SW #7068 "GRIZZLE GRAY") WELDED IN PLACE. PAINT PAINT (SW #7068 (SW #7068 "GRIZZLE GRAY") "GRIZZLE GRAY") TRASH ENCLOSURE FRONT ELEV SCALE 2 1/4" = V- 0" NOTE: 1. GRIND SMOOTH ALL METAL WELDS. 2. PRIME AND PAINT ALL METAL SURFACES. ALTERNATE FOR POWDER COATING ALL METAL SURFACES 4 12 A102 4"X8"X2-1/4" MODULA BRICK VENEER, TYP. A102 4"X16"X8" NOMINAL CMU ,, , TYP. 20'-8" (4) 4" DIA. STEEL BOARDS, TYP. PAINT "SAFETY YELLOW" COLOR, RE: 9/A102 FLOOR DRAIN INLET, RE: CIVIL 0 5 A102 HSS 6"X6" GATE POST, TYP. OF (4). PAINT (SW #7068 "GRIZZLE GRAY"), RE: 6/A102 7 A102 2'-4" X"6" PRECAST CONCRETE CAP VERTICAL REINF. TO EXTEND 2" = ABOVE CMU. DRILL & EPDXY CAST STONE CAP AS REQ'D d d 2-1/4" NOMINAL BRICK r 4" CMU WALL VENEER, TYP. ° 0 (0 r d 1/4" BUMP -OUT, TYP. d EXPANSION JT W/ EXPANDABLE d r JT FILLER :d 6" THK CONCRETE SLAB T.O. CONC. SLAB 00 d ELEV. REF. CIVIL 11—III—III IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII COMPACTED CRUSHED Ell I I—III-11 II III III ROCK IIIIIIIIIIIIIIII IIIII-III-11 11111 II _III I I a. IIIIIIII 1—III—III- 11-1 11-1 11-111 °_ II III III III d a °° a^ �_ _° II IIIIIIISIII CONCRETE FOOTING, RE: STRUCT. TRASH ENCL. WALL SECTION SCALE 12 1/2" = V- 0" ---------------- —iiiiiii iii iiiiiiiiiiiiii iii iii--iiiiiii iii iii ' • • ----------------- ---------------- ---------------- ----------------- ----------------- ---------------- ----------------- HATCH TO BE INDICATED BRICKS TO BUMP 1/2" OUT FROM OTHERS 7 TRASH ENCLOSURE SIDE ELEV T.O. ENCLOSURE SLAB ELEV. REF. CIVIL SCALE 1/4" = V- 0" T.O. ENCLOSURE ELEV. REF. CIVIL HSS 6"X6" GATE POST, TYP. OF (4). PAINT (SW #7068 "GRIZZLE GRAY") o zo OIL T.O. ENCLOSURE SLAB ELEV. REF. CIVIL OF 4" THK. NATURAL CONC. COLORED PRECAST CONCRETE CAP TRASH ENCLOSURE BRICK VENEER, MATCH TO BUILDING BRICK HATCH TO BE INDICATED BRICKS TO BUMP 1/2" OUT FROM OTHERS TRASH ENCLOSURE SIDE ELEVI SCALE I 1/4" = PRECAST CONC. CAP TRASH ENCLOSURE BRICK VENEER, MATCH TO BUILDING BRICK HATCH TO BE INDICATED BRICKS TO BUMP 1/2" OUT FROM OTHERS TRASH ENCLOSURE REAR ELEVI SCALE II 1/4.,,., 4" THK. NATURAL CONC. COLORED PRECAST CONCRETE CAP HEAVY DUTY METAL HINGES, GATE: 16 GA. VERTICAL RIBBED METALS W/ CONTINUOUSLY WELDED TO GATE2"X2"X1/4" STEEL ANGLE IRON FRAME. CONTINUOUS AND JAMB TUBE, PAINT WELD ALL JOINTS. PAINT (SW #7068 "GRIZZLE GRAY") (SW #7068 "GRIZZLE GRAY") T.O. ENCLOSURE SLAB ELEV. REF. CIVIL I II I I ',-3/16" METAL PLATE WITH -JI I II I I � CANE BOLT @ CANE BOLT @ EACH GATE. PAINT Lu�i SLIDE BOLT ASSEMBLY Lu�i EACH GATE. (SW #7068 "GRIZZLE GRAY") WELDED IN PLACE. PAINT PAINT (SW #7068 (SW #7068 "GRIZZLE GRAY") "GRIZZLE GRAY") TRASH ENCLOSURE FRONT ELEV SCALE 2 1/4" = V- 0" NOTE: 1. GRIND SMOOTH ALL METAL WELDS. 2. PRIME AND PAINT ALL METAL SURFACES. ALTERNATE FOR POWDER COATING ALL METAL SURFACES 4 12 A102 4"X8"X2-1/4" MODULA BRICK VENEER, TYP. A102 4"X16"X8" NOMINAL CMU ,, , TYP. 20'-8" (4) 4" DIA. STEEL BOARDS, TYP. PAINT "SAFETY YELLOW" COLOR, RE: 9/A102 FLOOR DRAIN INLET, RE: CIVIL 0 5 A102 HSS 6"X6" GATE POST, TYP. OF (4). PAINT (SW #7068 "GRIZZLE GRAY"), RE: 6/A102 7 A102 2'-4" 7/1Rp Zn,� 2'-4" CONC. LAB / #4 C. EA AY CONTROL JOINT �� CAN BOLT ANCHOR \ SLEEVES IET IN CONC. / 10-01, / 10-01,ILL \ \ d otl 2 � a A102 d a a Q d O a a a n CONCRETE CONTROL JOINTS, TYP. OP 0 GATE: 16 GA. VERTICAL RIBBED METALS W/ 2"X2"X1/4" STEEL ANGLE IRON FRAME. CONTINUOUS WELD ALL JOINTS. PAINT (SW #7068 "GRIZZLE GRAY") CONCRETE LOADING PAD OVER 90% COMPACTED BASE, 4" MAXIMUM SLOPE. 1 TRASH ENCLOSURE PLAN SCALE 1/4" = V- 0" 1 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTURE architecture I planning I interiors Seal: A Project for: f- C°4o A. Scott iga O 305622 03/27/2020 j D AR U) Cz N U� O M J M > o o z a a00 70 M z W q °C O cz Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 e p,bbott ASso ae p yr CAA . O No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 03.27.20 Filename: Sheet Title: SITE DETAILS Sheet #: A1 02 @ G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED X"6" 7/1Rp Zn,� 2'-4" CONC. LAB / #4 C. EA AY CONTROL JOINT �� CAN BOLT ANCHOR \ SLEEVES IET IN CONC. / 10-01, / 10-01,ILL \ \ d otl 2 � a A102 d a a Q d O a a a n CONCRETE CONTROL JOINTS, TYP. OP 0 GATE: 16 GA. VERTICAL RIBBED METALS W/ 2"X2"X1/4" STEEL ANGLE IRON FRAME. CONTINUOUS WELD ALL JOINTS. PAINT (SW #7068 "GRIZZLE GRAY") CONCRETE LOADING PAD OVER 90% COMPACTED BASE, 4" MAXIMUM SLOPE. 1 TRASH ENCLOSURE PLAN SCALE 1/4" = V- 0" 1 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTURE architecture I planning I interiors Seal: A Project for: f- C°4o A. Scott iga O 305622 03/27/2020 j D AR U) Cz N U� O M J M > o o z a a00 70 M z W q °C O cz Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 e p,bbott ASso ae p yr CAA . O No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 03.27.20 Filename: Sheet Title: SITE DETAILS Sheet #: A1 02 @ G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: U) Cz N U� O M J M Qj O Z a a 70 M z W q O Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 /2ND CORRECTIONS 02.24.21 e p,bbott AS., ae p yr CAA �`�/a'ng Dg\oc No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: $H Scale: AS NOTED Date: 02.24.21 Filename: Sheet Title: FLOOR PLAN Sheet #: A201 © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED ADJUSTABLE TWO-PIECE 22 GA AIR & MOISTURE BARRIER AIR & MOISTURE BARRIER AIR & MOISTURE BARRIER STEEL TUBE BEAM, RE: STRUCT. CORRUGATED STEEL -METAL 1 ANCHORS, SPACE AT A MAX. 32" FIBER CEMENT BOARD SYSTEM FIBER CEMENT BOARD SYSTEM FIBER CEMENT BOARD SYSTEM HOLLOW METAL6" DOOR, PAINT. RE: A301 METAL STUD & BATT BACKER ROD &SEALANT HORIZONTALLY & 25" VERTICALLY 6" METAL STUD 6" METAL STUD 6" METAL STUD INSULATION (R-19) ALUM. THRESHOLD BELOW 2X WD BLOCKING ALUM. STOREFRONT BRICK VENEER, RE: A301 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING ALUMINUM SHEET (+/-) 2-1/2" AIR SPACE i a TYP. S LANT ALL GAPS r TYP. SEALANT ALL GAPS B — WRAPEy r — — — — I — — y AIR & MOISTURE ----,,,,,,,,.I AIR &MOI TORE I BACKER ROD &SEALANT BARRIERBARRIER n n ARMOURWALL 100 STUCCO SYSTEM: N 1 I I 3 COAT STUCCO W/ MESH, ON LATH & T BACKER I IOD & SEALANT — I T — 6" META STUD _ — — T 1"XPS (R-5) CONTINUOUS 1 `'� I I ° INSULATION AIR & MOISTURE BARRIER 1 M T I PRECAST CONC. AP BELOW 5/8" EXTERIOR I 5/8" E RIOR a SHEATHINGF1 SHEATHING 1 1 BACKER ROD & S ALANT TYP. SEA NT ALL GAPS BACKER OD & BACKER OD & SEALANT 1to --------- BACKER ROD& SEALANT I I SEALANT I J ALUM. STOREFRONT 5/8" EXTERIOR SHEATHING 6" METAL STUD FIBER CEMENT BOARD SYSTEM M M M AIR & MOISTURE BARRIER 4" 3" V6" ol ol ALUM. STOREFRONT ALUM. STOREFRONT 6" METAL STUD & BATT METAL STUD & BATT ALUM. STOREFRONT 7" e 6" METAL STUD & BATT INSULATION (R-19)_VINSULATION (R-19) INSULATION (R-19) PLAN DETAIL SCALE 6 PLAN DETAIL 5 PLAN DETAIL SCALE 4 PLAN DETAIL SCALE 3 PLAN DETAIL SCALE ^ L 'SCALE DETAIL 1-1/2 = 1- 0 DETAIL 3= 1 -Oil DETAIL 1-1 /211 1- Oil DETAIL 1-1 /211 1- Oil DETAIL 1-1 /211 1- Oil 1 A301 1 2 3 4Cl 5 1'-3" ? .4 „ 11 „ 231-011 01 7 01 291-911 71 21'- I - - 1E1-21 - - - 0” 19'-8" 5'-7 �s 4 " TEPS & HAND IL, E: CIVIL FIRE 1 DERARTMENT 3 5 2 2 1 TRASH ENCLOSURE, _ CON!" E TION & KNOX r---- ------— — — — — — — A402 _BOX,A401 r 3 OPPO ----------- A401 — 5 -------- A401 -- 3 A201 A401 E: A301 I I A201 HAND A602 A201 —-------�--- --- 5 I / I A201 / ----- ------ —------- ------ --� -- --- ---1 / RE:A102 Cm — D01 - D02 D03 %- O O I I �Jo I I IR0 I I ROOF DRAIN, TIE TO ROOF DRAIN, TIE TO 1 SIMI 1 4 1 1 UNDERGROUND STORM I I SEWER, RE: CIVIL 1 I 1 III UNDERGROUND STORM 1 1 7 2 A201 1 1 SEWER, RE: CIVIL A404 BRACED FRAME hE: TRUCT. I II II T 1 II II II SIM. 1 II II II III Aso2 A402 I _1 I 1 II II II 7 I 1 1 I I I I 0 SIM. T DEMISING WALL BY FUTURE I I DEMISING WALL BY FUTURE I I DEMISING WALL BY FUTURE 'X' 'X' 'X L — — 1 TENANT: 5/8" TYPE GYP. BD. 1 �� TENANT: 5/8" TYPE GYP. BD. 1 �� TENANT: 5/8" TYPE GYP. BD. aa BOTH SIDE ON 6" METAL STUD I I BOTH SIDE ON 6" METAL STUD I I BOTH SIDE ON 6" METAL STUD 4 SIM. I I W/ SOUND BATT INSULATION. 1 1 W/ SOUND BATT INSULATION. 1 1 W/ SOUND BATT INSULATION. 9 A2o1 I 1 I I I I 111 A602 _ I I II II 1 II I 3 0 SUITE 0 i i SUITE SUITE SUITE I A301 0 T 110 1 1 120 I I 130 I I 140 (FF: 5398.47 = 100'-0") (FF: 5398.47 = 100'-0") 1 1 (FF: 5398.47 = 100'-0") I I (FF: 5398.47 = 100'-0") Ll B T 2 SIMT A201 z-CONC. SLAB ON GRADE, — — 1 1 1 ——C6N�3b41 — I 1 — �� — — 1 1 — I — — - — ' B �-6 Mfl- POEYETFFYL�NE_ flN P iMIL— I LAB ON B , ONS I roe. SOON GRADE, I 1 — — — — — — — VAPOR BARRIER, ON MIN. I I POLYETHYLENE VAPOR BARRIER, POLYETHYLENE VAPOR BARRIER, POLYETHYLENE VAPOR BARRIER, 4" GRANULAR FILL I I I ON MIN. 4" GRANULAR FILL 1 I 1 1 1 I ON MIN. 4" GRANULAR FILL 1 III ON MIN. 4" GRANULAR FILL 1 1 6" DIA. DERFORATEDT 43 2 UNDEF GROUND DRkIN �/� 1 1 1 1 1 1 TILE, T E TO STORM A301 A 01 m LU m II LU CD m LU CD II m W I 16 CD I I I 1 I 1 I I (n 0 1I1 9 SIM. 5 SIM. Z c� I I I Z c� 1 z c� z 0 A402 A602 0z11 01.0 0z I I 0z I I 0z%J I M Ell o 3-5/8" METAL STUD ON 5/8" j 1 I I 1 i'� j 1 1 H D V EO o C14 U 0 LU GYPSUM BOARD BOTH SIDE W/ 0 1 1 0 1 1 1 I ~ N Ell 1=ZO SOUND BATT INSULATION, TYP. 1 1 o I I I I ZO I it o rn UJ I 9'-5'I UJ 1 II UJ 1I1 UJ I B 0 W II II W o o o o ui N T a N CONC. SLAB ON GRADE, ON 6 MIL N I IRISER CV I CV I I I N A402 6 °C ROOF ACCE 1 LADDER, S HATCH & RE: 2/A202 - POLYETHYLENE VAPOR BARRIER, 1 1 RM ON MIN. 4" GRANULAR FILL 1 1 Cr) 1 Iwo TRAN FO SIN. U A602 c o O I 100 A602 II O 0 1 I I 0 A602 i I i 0 � o �I C _ 1 D09, D08 D07 D06 D05 IT I — 2,-0„ ------------- — — — — — — — — — — — — — — — — GAS LI E, E: CIVIL — J I \ — I — 6 — / / 1J BRAC D F ME, RE: STRUC LI \ — I — 6 I — / / 1J ELEC. SWITCHGEAR, (E) MO U ENT 1 '- I —� A201 y -1 I —� A201y J 6 DIA. PERFORATED I RE: ELEC O RE Al MAIN GAS METER, RE: PLUMB UNDERGROUND DRAIN TILE, TIE TO STOR� MSE RETAINING WALLS, RE: CIVIL \I 41-011 7'-0" -8" 3'-10" 1 '-0" 3'-8" 31-10" 5'-3" 3'-10" 3'-8" 30'-8" 3'- ' 3'-10" 5'-3" 3:-10" 3'-8" 16'-4" 4'-0" / 33'-42' 33'-41/2 " 29'-9"� _ / 12 '-0" 4" FIRE LINE, RE: PLUMB 1-1/2" WATER LINE, RE: PLUMB 4 1 2 A301 3 4 5 STORM SEWER STORM SEWER EASEMENT, RE: CIVIL EASEMENT, RE: CIVIL FLOOR PLAN SCALE J 3/16" = 11-011 1 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: U) Cz N U� O M J M Qj O Z a a 70 M z W q O Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 /2ND CORRECTIONS 02.24.21 e p,bbott AS., ae p yr CAA �`�/a'ng Dg\oc No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: $H Scale: AS NOTED Date: 02.24.21 Filename: Sheet Title: FLOOR PLAN Sheet #: A201 © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED STUCCO U STUCCO a Sir 3 A30' PROVIDE BEST 7 PIN PAD LOCK NORTH ARROW 3'-0"x3'-0" ROOF HATCH CURB. BY SHELL CONTRACTOR. --- El ROOF • 3 N v--1 —E SINGLE PLY SINGLE PLY yr A202 HVAC UNIT - SEE MECH. ROOFING - ROOFING - 1/2"0 THRU-BOLT @ EACH SUPPORT BRACKET TOP OF CURB 2„ NEOPRENE GASKET ALL AROUND INSTALL AT 211 CONT. SEALANT INSTALL AT 2�� CONT. SEALANT PROVIDE FRAMING AT ANCHORAGE POINTS SHALL BE LEVEL SCUPPER PER SCUPPER PER 1/2" X 2-1/2" CLIP ANGLE No. Description MANUF. REQ. MANUF. REQ. 19-008 _ =N = CONT. SEALANT AND =N N CONT. SEALANT AND Reviewed By: 2X4 NAILER COUNTER FLASHING BACKER ROD B.O. SCUPPER BACKER ROD AS NOTED Date: MEMBRANE FLASHING • TO BE 2" ABOVE ROOF/INSULATING MATERIAL I 81124 GA. GALV. METAL ROOF DRAIN 18' 24 GA. GALV. METAL ROOF CURB FIBER CANT FN SCUPPER - SOLDER ALL N SCUPPER - SOLDER ALL SINGLE PLY WHITE ROOF ON RIDGED JOINTS. INSTALL PER SLOPE SMACNA REQ. PAINT �� JOINTS. INSTALL PER SLOPE SLOPE -� SMACNA REQ. PAINT N r ROOF INSULATION MEMBRANE N CONT. SEALANT AND _ N N CONT. SEALANT AND 7W 1'-7" MIN BACKER ROD BACKER ROD g VARIES VARIES B.O.D. B.O.D. METAL DOWNSPOUT 3" ROOF INSULATION PROVIDE WATERPROOFING UNDERLAYMENT PROVIDE WATERPROOFING UNDERLAYMENT 3/4" 0 STEEL RUNG. FILLET WELD TO 1/2" X 2-1/2" VERT FLAT METAL ROOF DECKING OVER STUD & RETURN 4" MIN. ON BOTH SIDES SINGLE PLY ROOFING SINGLE PLY ROOFING OVER STUD & RETURN 4" MIN. ON BOTH SIDES BAR. RUNGS @ 12" O.C. TYP. FIRST RUNG @ 12" ABOVE GRADE OVER RIGID INSULATION PRIOR TO BLDG. PAPER INSTALLATION - NO OVER RIGID INSULATION PRIOR TO BLDG. PAPER INSTALLATION - NO OVER MTL. DECKING NAILING THRU TOP SURFACE OVER MTL. DECKING NAILING THRU TOP SURFACE RTU CURB DETAIL SCALE 6 WALL THRU SCUPPER DTL. I SCALE 5 OVERFLOW SCUPPER DTL. SCALE 4 ROOF HATCH LADDER DETAIL SCALE 3 REFER TO MECH. NO SCALE 1 1-1/2" = 1'- 0" 1 1-1/2" = 1'- 0" 1 1-1/2" = 1'- 0" a Sir 3 A30' PROVIDE BEST 7 PIN PAD LOCK NORTH ARROW 3'-0"x3'-0" ROOF HATCH CURB. BY SHELL CONTRACTOR. --- El ROOF • 3 N v--1 —E r • yr A202 CAA .Q • D No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: • Filename: Sheet Title: • 3-0"x3-0" ROOF HATCH. 3 5/8" METAL STUD RUNNER. WELD TO BOTTOM OF METAL DECK 2 1/2" x 7" x 4" x 3/8" STEEL "L" WALL BRACKETS @ 48" O.C.. WELD TO SIDE RAILS AND ANCHOR TO WOOD BLOCKING WITH 3/8" 0 x 3" LAG BOLTS. 3/4" x 30" WIDE x FULL HEIGHT PLYWOOD ON WALL BEHIND LADDER 1" 0 STEEL BAR RUNGS @ 12" o.c., TYPICAL 2 1/2" x 3/8" WIDE STEEL BAR LADDER 22" WIDE. 3" x 3" x 1/4" ANGLES WELD TO EACH SIDE RAIL AND BOLT TO FLOOR SLAB W/ 1/2" 0 x 3" EXP. BOLT. ROOF HATCH SEC. DETAIL SCALE DETAIL 1/2" = 1'- 0" PARAPET /. 111'-0" SIM. ,NOPY, PAINT CC 4 nao� 1 2 3 4 5 ROOF PLAN z SCALE J 3/16" = V- 0" 1 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTURE 000 architecture I planning I interiors Seal: A Project for: C°4o SCof iga O 305622 03/27/2020 f j 0 AR U) Cz N U� O M J M o > o Z a � �o a00 M � z .- 0 W q °C o co JY Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 ASI #1 03.20.19 e p,bbott AS., a�e p yr CAA .Q No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 03.27.20 Filename: Sheet Title: ROOF PLAN Sheet #: A202 @ G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED MATERIAL KEY NOTES: j1 T.O. RAIL I JE] STEEL GUARDRAIL, RE: A101 I - ST EL GUARDRAIL, RE: A101 Fl— ®® DESCRIPTION MANUFACTURER/COLOR F01 FIBER CEMENT BOARD NICHIHA, VINTAGEWOOD "BARK" OE�� STUCCO SAND PEBBLE FINISH PAREX ARMOURWALL 100 STUCCO SYSTEM W/ ' R-5 CONTINUOUS INSULATION (1" EXTRUDED ELEV. 103-6" ® ® ® ®® POLYSTYRENE) SHERWIN WILLIAMS: #SW7532 FIN. FLOOR TS 5397.34 EMMISH "URBAN PUTTY" ELEV. 100'-0" — — — — — — TS 5397.10 TS 5397.36 TC 5397.80 FG 5398.56 (EXISTING) F03 FULL MODULAR BRICK GENERAL SHALE MODULAR BRICK, RUNNING BOND "COLONIAL GRAIN" WITH CONCAVE MORTAR JOINTS MSE RETAINING WALL, RE: A101 *HATCHES INDICATED TO 1/2" RECESSED FG 5394.50 BW 5390.90---//7 390.90 F04 PAINT AT STEEL CANOPIES SHERWIN WILLIAMS: #SW7068 "GRIZZLE GRAY" GUARDRAIL ELEVATION SCALE 1/811 = 1' - 0" F05 PAINT AT DOWN SPOUTS SHERWIN WILLIAMS: #SW7532 "URBAN PUTTY" FO6 PREFINISHED METAL COPING MATCH FINISH COLOR TO SHERWIN WILLIAMS: "NETWORK #SW7073 GRAY" 1 1 A402 2 3 A401 3 2 A401 4 1 A401 5 ALUM. STOREFRONT SYSTEM CLEAR ANODIZED ALUMINUM & "LOW E" 1 INCH rFQ7 INSULATED CLEAR GLAZING BY OLDCASTLE OR PPG T.O. PARAPET 03 F08 ARCHITECTURAL DECORATIVE SEE ELECTRICAL DRAWINGS LIGHTING ELEV. 122'-0" OL T.O. PARAPET 02 F06 F06 01 06 FQ2 T.O. PARAPET F09 FABIC AWNING W/ FABRIC: 'BLACK' COLOR ELEV. 120'-0" ELEV. 120'-0" STEEL FRAMING STEEL FRAMING: PAINT #SW7068 "GRIZZLE GRAY" � T.O. PARAPET% 119'-0" C 7 rn _ _ ip T.O. PARAPET ELEV. 119'-0" OELEV. F10 PRECAST CONCRETE CAP FINISH: NATURAL CONCRETE COLOR B.O. SOFFIT' ELEV. 114-6 ------ I— — — — -. = — ——— 16'-3" ———— — — — — —— —.' -- --- --- — ---- ----- --- -- -----------— —J B.O. SOFFIT ELEV. 114'-6" FIRE DEPT KEY ACCESS KNOX, HINGED DOOR "DARK BRONZE" #3274 F11 KNOX BOX RECESSED MOUNT KNOX-BOX, LABELED F09 04 F09 04 "KNOX BOX WITH MASTER KEY FOR ALL o 09 0 o r-3* TENANT SPACES" B.O. CANOPY B.O. CAN ELEV. 110'-0.. ELEV. 110'-0.. F12 ALUMINUM SHEET WRAP MATCH TO STOREFRONT FINISH 04 ° FO4 ° ° to O4 - 01 F10 i� -r r T r T F13 FDC FIRE DEPARTMENT CONNECTION, RE: PLUMBING T.O. CONC. CAP \ % T.O. STEM WALL ELEV. 103-0"OgL ELEV. 101'-1 21 /64" FIN. FLOOR \ / \ FIN. FLOOR F14 SITE GUARDRAIL SEE SITE PLAN "GRIZZLE ELEV. 100'-0" 03 ELEV. 100'-0" PAINT #SW7068 GRAY" F03 07 F03 F02 F07 F03 EXPOSED CONC. FOUNDATION. PAINT F07 SCREEN WALL, SEE 5/A301 WEST EXTERIOR ELEVATION SCALE 4 1/811 = 1' - 0" A B B 5 41-A 2 SIM. 4 SIM. 6 SIM. 6 7 SIM. A404 06 A401 A402 A402 A402 NOTES: I I I I F06 7'-10" 03 06 06 06 T.O. PARAPET 1. PROVIDE CAULKING/SEALANTS AT THE FOLLOWING EXTERIOR CONDITIONS: T.O. PARAPET 01 T.O. PARAPET T.O. PARAPET F06 02 ELEV. 122'-0" -SIDEWALKS TO BUILDING SLAB/FOUNDATION ELEV. 122-0 " 02 ELEV. 120-0 ELEV. 120-0 12'-10" j1 T.O. PARAPET - STUCCO TO CLADDING - STOREFRONT TO CLADDING / STUCCO T.O. PARAPET FO1 O T.O. PARAPET r` ' ELEV. 120'-0" - DISSIMILAR MATERIALS I ELEV. 119'-0" ELEV. 119'-0" 2. STUCCO TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 01 — — — — J.. -- `--- — — — — � O3 AND WILL INCLUDE REQUIRED CONTROL/EXPANSION JOINTS WHETHER - - — — 04 08 SHOWN & DESCRIBED HEREIN OR NOT 04 04 F04 3. EXPOSED CONCRETE FOUNDATION WALLS TO BE ARCHITECTURAL T.O. STOREFRONT B.O. CANOPY B.O. CANOPY T.O. STOREFRONT FINISH OR STUCCO SKIM COAT FINISH WITH NATURAL CONCRETE COLOR, SPECIALLY SOUTHWEST CORNER OF THE BUILDING A " OILSMOOTH ELEV. 110'-0" 8 ° ° 09 ELEV. 110'-0" ELEV. 110'-0" 09 ° - I — — — - — ° O4 ELEV. 110'-0" 4. SYMBOL ®" INDICATED TO PROVIDE JUNCTION BOX LOCATIONS FOR A602 '' 00 10 '' '' GUARDRAIL, RE: A102 GUARDRAIL, RE: A102 THE FUTURE TENANT'S SIGNAGE. ALL FUTURE SIGNAGE SHALL BE FOS O F08 FO$ 10 SUBMITTED SEPARATELY FOR PERMIT. Cr) T.O. CONC. CAP T.O. STEM WALL a`_q `2 co O1 F12 1 Eo]L OL ELEV. 103-0" ELEV. 101'-1 21/64" OL FIN. FLOOR ........ FIN. FLOOR FIN. FLOOR FIN. FLOOR ELEV. 100'-0" 11111 ELEV. 100'-0" ELEV. 100'-0" ELEV. 100'-0" O7 2FWY�EXPOSED ELEC. SWITCHGEAR. EXPOSED CONC. O7 FO3 CONC. RETAINING WALL, PAINT. RE: ELEC. FOUNDATION. PAINT FOUNDATION. PAINT 03 RE: CIVIL NORTH EXTERIOR ELEVATION SCALE 3 SOUTH EXTERIOR ELEVATION SCALE ^ 1/811 = 1' - 0" 1/811 = 1' - 0" L 5 4 3 2 1 1 2 5 3 1 A401 A401 A401 A401 A402 F06 02I F03 !1-5- T.O. PARAPET OL T.O. PARAPET 15'-7" 01 L NJ ELEV. 122'-0" ELEV. 120'-0.. r% T.O. CAP 15'-6" -- ------.--= -- ' ,=------'------ — —--------- --- — F04 ELEV. 114'-0" 08 FQ8 08 j1 B.O. CANOPY j1 T.O. STOREFRONT ELEV. 110'-0" 04 04 04 8 i i 10 � 10 - � 10 � F08 OL T.O. CONC. CAP - co co ELEV. 103-0"OL I E\\: I\ \ELI / / �� \ \ F 12 \ \ FIN. FLOOR FIN. FLOOR ELEV. 100'-0" ELEV. 100'-0" 03 07 03 05 07 03 07 05 07 EXPOSED CONC. 13 FOUNDATION. PAINT EAST EXTERIOR ELEVATION SCALE 1 1/81, = 1' - 0" 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: U) Cz N U� O M J M Qj O a00 M � Z- 0 W q °C O JY Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 e p,bbott ASso p yr CAS •O No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 03.27.20 Filename: Sheet Title: EXT. ELEVATIONS Sheet #: A301 © G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: U) Cz N Uo M J M > o 0 Z a a00 70 M z W q °C 0 Co C: T Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 ,CORRECTIONS 01.29.20 e p,bbott AS., p yr CAS THE AIR SEALING REQUIREMENT NOTE: THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED •o No. Description WITH AN AIR BARRIER MATERIAL, SUITABLE FILM, OR SOLID MATERIAL. Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 1. All joints, seams and penetrations. Sheet Title: BLDG & WALL SECTIONS 2. Site -built windows, doors and skylights. 3. Openings between window and door assemblies and their respective jambs and framing. A 1 4. 5. Utility penetrations. Dropped ceilings or chases adjacent to the thermal envelope, If necessary. 6. Other sources of infiltration. 2'-5" B i 4 A601 — — BRICK VENEER BEHIND T—T-- ^—�� T.O. PARAPET 3 403 OIL T.O. PARAPET ^OIL ELEV. 122'-0" ELEV. 120'-0" AFF I I I I SINGLE PLY WHITE 60 MIL. TPO ROOF I I T.O. PARAPET T.O. PARAPET — I I I I MEMBRANE SYSTEM, ON 5/8" DENSDECK, ON RIGID INSULATION, ON STEEL ROOF DECK, RE: STRUCT. I I OL ELEV. 119'-0" ELEV. 119'-0" AFF SINGLE PLY WHITE 60 MIL. TPO ROOF MEMBRANE CONTINUED 4 SINGL PLY WHITE 60 MIL. T O ROOF MEMB qANE CONTINUED T.O. METAL CAP I ELEV. 114'-0" I j1 T.O. AWNING ELEV. 114'-6" AIR/WATER RESISTIVE BARRIER 5/8" EXTERIOR SHEATHING A601 j1 T.O. CANOPY 5/8 EXTERIOR DENSDECK SHEATHING ' 5/8" EXTERIOR SHEATHING I STEEL JOIST BEYOND, RE: STRUCT. ELEV. 111'-0" SINGL PLY WHITE 60 MIL. T O ROOF ARMOURWALL 100 STUCCO SYSTEM: 3 COAT MEMB qANE SYSTEM STUCCO W/ MESH, ON LATH & 1" XPS (R-5) 5/8" DENSDECK CONTINUOUS INSULATION SINGLE PLY WHITE 60 MIL. TPO ROOF ARMOURWALL 100 STUCCO SYSTEM: 3 COAT STUCCO W/ MESH, ON LATH & 1" XPS (R-5) RIGID NSULATION (R-30) EW 7 MEMBRANE SYSTEM CONTINUOUS INSULATION 70, T.O. METAL CAP I A601 1'-11" 5/8" DENSDECK RIGID INSULATION (R-30) AIRM/ATER RESISTIVE BARRIER STEEL ROOF DECK, RE: STRUCT. I I j1 FIN. FLOOR I I I CONCRETE SLAB (PROVIDED MIN. 4" GRANULAR FILL, ON 10 MIL POLYETHYLENE VAPOR BARRIER) EXPOSED WITHOUT CONCRETE SLAB (PROVIDED MIN. 4" GRANULAR FILL, ON 10 MIL POLYETHYLENE VAPOR BARRIER) I I FIN. FLOOR II= ELEV. 100'-0" ELEV. 100'-0" -III =II 'II II II II II II II II II II CONCRETE SLAB, RE: STRUCT. I II II II II Il l 11 l 11 l 11 l 11 —I 1 I 1—II I I I 11 I I' 1 1= 1 1 I I I' C � ELEV. 114'-0" AFF rRTE:STRU BRICK VENEER BEHIND BUILDING SECTION SCALE 6" METAL STUDS — EXTERIOR FIBER CEMENT BD — — — — — EEL OF DECK, T. 5/8EXTERIOR DENSDECK SHEATHIN " G STEEL BEAM, RE: STRUCT. 3/16 — 1 0 ' AIR &WATER RESISTIVE BARRIER 5/811 EXTERIOR SHEATHING EXTERIOR FIBER CEMENT BD BEHIND 6" METAL STUD A B STEEL ANGLE, PAINT 12X2 STEEL TUBE, PAINT. RE: STRUCT. 10" — — ^ STEEL BEAM,BATT RE: STRUCT. 6" METAL STUDS W/ STEEL C -CHANNEL CANOPY BEHIND, PAINT. INSULATION (R-21) 2 A403 1 A404 19 r CID ie is I I 8�2 91is" I I 2'- t - - - - - -- 0 4'-6" 11s' I INSULATION (R-21) B.O. STEEL CANOPY ELEV. 110'-0" AFF T.O. STOREFRONT i 2 SIM. OL T.O. PARAPET ELEV. 120'-0" I I I I 0 SINGLE PLY WHITE 60 MIL. TPO ROOF MEMBRANE SYSTEM, ON 5/8" DENSDECK, ON RIGID INSULATION, ON STEEL ROOF DECK, RE: I I OIL T.O. PARAPET ELEV. 120'-0" ELEV. 110'-0" AFF 12X2 STEEL TUBE CANOPY 2 BEHIND, PAINT. RE: STRUCT. A602 6 A601 6" METAL STUD — A602 T.O. METAL CAP I I ELEV. 114'-0" I I \ZV i I I I I B.O. SOFFIT ELEV. 114'-6" I ARMOURWALL 100 STUCCO SYSTEM: 3 COAT STUCCO W/ MESH, ON LATH & 1" XPS (R-5 BATT INSULATION (R-21) OILT.O. STOREFRONT I r r ELEV. 110'-0" STEEL JOIST BEYOND, RE: STRUCT. CONTINUOUS INSULATION I I I I AIR/WATER RESISTIVE BARRIER 5/8" EXTERIOR DENSDECK SHEATHING ALUMINUM STOREFRONT SYSTEM I I CONCRETE SLAB (PROVIDED MIN. 4" GRANULAR FILL, ON 10 MIL EXPOSED WITHOUT CONCRETE SLAB (PROVIDED MIN. 4 GRANULAR FILL, ON EXTERIOR FIBER CEMENT BD BEHIND I I j1 FIN. FLOORI I ELEV. 100'-0" __ _ _ 11 __ POLYETHYLENE VAPOR BARRIER) _ _ _ _ _ _ _ _ _ _ _ _ 10 MIL POLYETHYLENE VAPOR BARRIER) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I -I -III -III -II-III II I I I -III-III-III III j1 FIN. FLOOR ELEV. 100'-0" PRECAST CONCRETE CAP 3 OPPO. HAND A601 _ ' I1 I I1 I I1 I I1 I I � I-1 I I-1 I III1 i � I I—III=III I=III=1 I —1 I l i ITI=ITI=1 ITI=ITI I� II=III III -11 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I -III 1 I I1 I I S III1 I I1 1I -1TI=1TI III=III=1 � � '=III= 11=1TI=11� T I-1TI- BUILDING SECTION SCALE 316"=1'-0" / OL T.O. CONC. CAP ELEV. 103'-0" AFF r I � I A B 2-1/4" MODULAR COMMERCIAL 1 BRICK VENEER, RE: A301 CONTINUOUS INSULATION (R-5) STEEL ANCHORS A402 I SINGLE PLY WHITE 60 MIL. TPO ROOF A402 AIR SPACE AIR/WATER RESISTIVE BARRIER OPPO. HAND 1 SIM. A601 ^ — — — — T.O. PARAPET 1 MEMBRANE SYSTEM, ON 5/8" DENSDECK, ON RIGID INSULATION, ON STEEL ROOF DECK, RE: STRUCT. 5/8" EXTERIOR SHEATHING CONC. SIDEWALK, RE: CIVIL OL FINISH FLOOR rr 'r ELEV. IUU-U AFF a a °a ° A601 Q Ia : a CONC. SLAB ON GRADE, RE: STRUCT. OL FINISH FLOOR ELEV. 100'-0" AFF`a A I I CONC. SLAB ON GRADE, RE: STRUCT. ° ELEV. 120'-0" I I I T.O. PARAPET ELEV. 119-0 OL T.O. STEEL BEAM ELEV. 114'-9" III III III III III I � III - —art. 9",6 1 III III 11 �= �- EXPOSED CONCRETE FOUNDATION , I III 5 III , � � I I I I I III III III III III III WALL. ARCHITECTURAL SMOOTH III III DAMPPROOFING FINISH, PAINT =III III III—II I TO. STOREFRONT I r r r STEEL JOIST BEYOND, RE: STRUCT. VII I I III— e � I IIIIIII_� RIGID INSULATION (R-5) IIIIIIIIIIIII � II=I I � RIGID INSULATION (R-5) ELEV. 110'-0" I I — �III—III � a °III I I I I I I I I III DAMPPROOFING OL CONC. CAP CONCRETE FOOTING, RE:STRUCT. ° a as a I ° a° III_ III = ° a=III a III I I I I FIN. FLOOR CONCRETE SLAB (PROVIDED MIN. 4 GRANULAR FILL, ON 10 MIL POLYETHYLENE VAPOR BARRIER) EXPOSED WITHOUT CONCRETE SLAB (PROVIDED MIN. 4" GRANULAR FILL, ON 10 MIL POLYETHYLENE VAPOR BARRIER) I I ELEV. 103'-0" FIN. FLOOR CONCRETE FOOTING,RE:STRUCT. ° - ELEV. 100'-0" � 1= === �=_ = II IIIIII—III I-1111 I III- =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 III -11 -III 11=1 11=1 11=1 11=1 11=1 11= = � _= 1= III—III VIII II EV. 100'-0" -' 1 11 1 11 11—II I 1—II I—I 1-1' -I -1 1 11 I I I I 1-1 I' - WALL SECTION SCALE 5 WALL SECTION SCALE 4 BUILDING SECTION SCALE J 1 3/4 = 1'- 0 3/4 = 1'- 0 3/16 = V- 0 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: U) Cz N Uo M J M > o 0 Z a a00 70 M z W q °C 0 Co C: T Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 ,CORRECTIONS 01.29.20 Sheet #: A401 © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED e p,bbott AS., p yr CAS •o No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 01.29.21 Filename: Sheet Title: BLDG & WALL SECTIONS Sheet #: A401 © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: U) Cz N U� O M J M (1) 0 Z a a 70 co z .- 0 W C °C O Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.20 e p bbott ASso p yr CAA •o EXTERIOR FINISHES No. Description Date Project No.: NVPS SEALANT Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 01.29.21 Filename: Sheet Title: BLDG & WALL SECTIONS FASTENED W/ SEALANT A B PRE -FAB. PIPE BOOTNENT GLOVE METAL FLASHING z HOT-AIR WELD SINGLE -PLY ROOFING FLASHING MEMBRANE 4 MEMBRANE FASTENERS &SEAM PLATES A601 HOT AIR WELD SEALANT SINGLE PLY MEMBRANE T.O. PARAPET RIDGED INSULATION ELEV. 120'-0" AFF I I 4 A601 T.O. PARAPET ELEV. 119'-0" AFF SINGLE PLY WHITE 60 LF MIL. TPO ROOF 5/8" EXTERIOR SHEATHING 1 INN =0I MEMBRANE CONTINUED 6" METAL STUD ROOF PENETRATION DETAIL SCALE 5 TYP. ROOF CORNER DETAIL SCALE SINGLE PLY WHITE 60 MIL. TPO 3 — 1 -Oil 31— 1 -Oil ROOF MEMBRANE CONTINUED DETAIL DETAIL SINGLE PLY WHITE 60 MIL. TPO 5/8" EXTERIOR SHEATHING ROOF MEMBRANE SYSTEM METAL COPING SINGLE PLY WHITE 60 5/8" DENSDECK MIL. TPO ROOF RIGID INSULATION (R-30) MEMBRANE SYSTEM 5/8" DENSDECK I/F I T7 4-1/2" (114mm) MIN. RIGID INSULATION (R-30) 8-1/2" (216mm) MAX. 2" (50mm) DIAMETER SEAM PLATE AIR/WATER RESISTIVE BARRIER 1-1/2" (38mm) TYPICAL LAP CROSS SECTION FOR FLASHING MEMBRANE 5/8" EXTERIOR SHEATHING STEEL J ST BEYOND, STANDARD MECHANICALLY RE: STRU ATTACHED ROOF SYSTEM USING 2" STEEL BEA E: STRUCT. (51 mm) DIAMETER SEAM PLATES FASENERS &SEAM PLATES ARMOURWALL 100 STUCCO SYSTEM: 3 COAT [\STE�ROOF STUCCO W/ MESH, ON LATH & 1" XPS (R-5) DECK, HOT AIR WELD CONTINUOUS INSULATION RE: S CT. 5-1/2" (140mm) MIN. SEALANT 8-1/2" (216mm) MAX. 2-3/8" (60mm) DIAMETER SEAM PLATE SINGLE PLY MEMBRANE STEEL BEAM, 2" (50mm) RE: STRUCT. TYPICAL LAP CROSS SECTION FOR MECHANICALLY ATTACHED ROOF 6" METAL STUD ARMOURWALL 100 STUCCO SYSTEM: SYSTEM USING 2-3/8" (60mm) SEAM STEEL TUBE CANOPY BEHIND, 3 COAT STUCCO W/ MESH, ON LATH & PLATES (SEE SPECIFICATIONS FOR PAINT. BATT INSULATION (R-21) 1" XPS (R-5) CONTINUOUS INSULATION FASTENER OPTIONS) _ _ -------- _ _ _ _ I � 5" MAXIMUM I I T.O. STOREFRONT ELEV. 110-0„ AFF TYP. ROOFING DETAILPARAPET SCALE 4 FLASHING DETAIL SCALE 3”=1'-0" 3"=1'-0" ---------------- DETAIL DETAIL THE AIR SEALING REQUIREMENT NOTE: THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED 2 A602 AIR/WATER RESISTIVE BARRIER 6" METAL STUD WITH AN AIR BARRIER MATERIAL, SUITABLE FILM, OR SOLID MATERIAL. 5/8" EXTERIOR SHEATHING 1. All joints, seams and penetrations. 2. Site -built windows, doors and skylights. BATT INSULATION (R-21) 3. Openings between window and door assemblies and their respective jambs and framing. 4. Utility penetrations. 5. Dropped ceilings or chases adjacent to the thermal envelope, If necessary. 6. Other sources of infiltration. ALUMINUM STOREFRONT SYSTEM I s A601 A B j1 T.O. CONC. CAP 103'-0" AFFAIR YELEV. SPACE OIL T.O. PARAPET STEEL ANCHORS 2-1/4" MODULAR COMMERCIAL ELEV. 122'-0" BRICK VENEER, RE: A301 ^1 SINGLE PLY WHITE 60 MIL. TPO ROOF r^ PARAPET MEMBRANE SYSTEM, ON 5/8" DENSDECK, ON OILT.O. I I ELEV. 119'-0" 1 AA I I j1 T.O. STEM WALL I I RIGID INSULATION, ON STEEL ROOF DECK, RE: STRUCT. A601ELEV. l 101-1 21/64" AFF CONC. SIDEWALK, RE: CIVIL T III III III III I I I T.O. AWNING CONC. SLAB ON GRADE, CONCRETEOSED SLABEXPUT FINISH FLOOR A RE: STRUCT. 2 9 III III III III i \71 A A I i ELEV. 114'-6" ELEV. 100'-0" AFF --\_ I A601 ° IIIIII j1 FINISH FLOOR I ° I ° ° ° ° a ELEV. 100'-0" AFF I I T.O. CANOPY °III III III III III III 111 III III III III III III II III III III II III III III II ° a DAMPPROOFING T.O. STOREFRONT I r r r I STEEL JOIST BEYOND, RE: STRUCT. I I ELEV. 111 0 ELEV. 1101-011 —III III 5 „„ III—III III- 9 III—III RIGID INSULATION (R-5) i i I I T.O. DOOR FRAME III III 1 a III III DAMPPROOFING RIGID INSULATION (R-5) =111 ° ° 111 ELEV. 1107'-2" III III III 1 FREE -DRAINING GRAVEL PRODUCED 111 1 11 11 111 1 11 11— 1=1111 1 11 °° 11 1 11 1= FROM NATURALLY OCCURRING III ° III III III III III III °� III III MATERIALS I I CONCRETE SLAB (PROVIDED MIN. 4" I I EXPOSED WITHOUT CONCRETE SLAB FILTER FABRIC GRANULAR FILL, ON 10 MIL (PROVIDED MIN. 4" GRANULAR FILL, ON III ° III—III - III I I POLYETHYLENE VAPOR BARRIER) 10 MIL POLYETHYLENE VAPOR BARRIER) a ° FIN. FLOORI I I FIN. FLOOR ELEV. 100' -0" = -1I -1I -1I -1I -1I I -1I -1I I -1I -1I -1I -1I I- ELEV. 100'-0" O O I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1= I III =III =III =III =III =III =III =III =III =111=111=111=111=1I1=1I1=1I1=1I1=1I1=1I1=1I —I I1=1I1=1I1=1I I1=1I1 1I1 I CONCRETE FOOTING, ° OO OO I I S III III—III—I III—III—I I =11=III=1I1=1I=1I1=1I I— 11=111= 1 I I—I 1 I—I 11n -I I1=1I 1=1I1=1I1=1I' CONCRETE FOOTING, RE:STRUCT.° RE:STRUCT. ° ° —III III=1 I11I I I1= III I11I1= III O III III _ �III�_—III�II — — — — I— IIIA � - 1'-0" COLLECTION PIPE W/ 1 MIN. PERFORATIONS AT 4 O'CLOCK AND 8 O'CLOCK POSITIONS WALL SECTION SCALE 7 WALL SECTION SCALE 6 BUILDING SECTION SCALE J 3/411 = 1 1 - oil 3/4 = V- 0 3/16 = 1 1 - oil1 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: U) Cz N U� O M J M (1) 0 Z a a 70 co z .- 0 W C °C O Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.20 Sheet #: Fit TkMA 11y, © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED e p bbott ASso p yr CAA •o No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 01.29.21 Filename: Sheet Title: BLDG & WALL SECTIONS Sheet #: Fit TkMA 11y, © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: U) Cz N U� O M J M Qj O Z a +— 0a00 70 M z .- 0 W q °C 0 Co Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.20 e p,bbott AS., p yr CAA •o No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 01.29.21 Filename: Sheet Title: WALL SECTIONS Sheet #: A403 @ G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED B A B I I 4 A601 — — I METAL COPING BEHIND IOL 4 A601 T.O. PARAPET ELEV. 120'-0" AFF I 1 I 1 4 A601 OL T.O. PARAPET �^ T.O. PARAPET ELEV. 119-0 AFF I I ELEV. 119'-0" AFF ROOF HATCH, SINGLE PLY WHITE 60 I I SINGLE PLY WHITE 60 RE: 2/A202 MIL. TPO ROOF MIL. TPO ROOF 5/8" EXTERIOR SHEATHING MEMBRANE CONTINUED MEMBRANE CONTINUED AIR/WATER RESISTIVE BARRIER SINGLE PLY WHITE 60 MIL. TPO 5/8" EXTERIOR ARMOURWALL 100 STUCCO SYSTEM: 5/8" EXTERIOR SHEATHING ROOF MEMBRANE CONTINUED ARMOURWALL 100 STUCCO SYSTEM: SHEATHING 3 COAT STUCCO W/ MESH, ON LATH & 3 COAT STUCCO W/ MESH, ON LATH & SINGLE PLY WHITE 60 I 1" XPS (R-5) CONTINUOUS INSULATION 5/8" EXTERIOR SHEATHING I SINGLE PLY WHITE 60 MIL. TPO 1" XPS (R-5) CONTINUOUS INSULATION MIL. TPO ROOF ROOF MEMBRANE SYSTEM I MEMBRANE SYSTEM 5/8" EXTERIOR SHEATHING ARMOURWALL 100 STUCCO SYSTEM: 3 COAT 5/8" DENSDECK 5/8" EXTERIOR SHEATHING 5/8" DENS L; STUCCO W/ MESH, ON LATH & 1"XPS (R-5) RIGID INSUL. (R-30) 6" METAL STUD CONTINUOUS INSULATION SINGLE PLY WHITE 60 RIGID INSULATION (R-30) 0 MIL. TPO ROOF 6" METAL STUD 7 I MEMBRANE SYSTEM AIR & WATER RESISTIVE BARRIER A601 5/8 DENSDECK AIR &WATER RESISTIVE BARRIER RIGID INSULATION (R-30) 0 T.O. AWNING I 7't T.O. AWNING ELEV. 114'-6" AFF [< ELEV. 114'-6" AFF EEL ROOF DECK, T.O. METAL CAP >-< -L� 17 0 R -STRUCT. ELEV. 114'-0" AFF 1 I FABRIC AWNING EXTERIOR FIBER CEMENT BD — — — — — FABRIC AWNING o AIR & WATER RESISTIVE BARRIER STEEL BEAM, RE: STRUCT. - 2X2 STEEL TUBE 5/8" EXTERIOR SHEATHING STEEL ROOF CK, STEEL ROOF DECK, 2X2 STEEL TUBE FRAMING, PAINT - FRAMING, PAINT RE: STRUCT. RE: STRUCT. 6" METAL STUDS 0 12X2 STEEL TUBE STEEL ANGLE, PAINT STEEL BEAM, RE: STRUCT. 12X2 STEEL TUBE CANOPY, PAINT. — — — — STEEL BEAM, RE: STRUCT. CANOPY, PAINT. 3'-0" 12X2 STEEL TUBE, I 1 6" METAL STUD 3'-0" co PAINT. RE: STRUCT. 10, OIL T.O. STEEL CANOPY — — I BATT INSULATION (R-21) T.O. STEEL CANOPY o ELEV. 111'-0" AFF -� I I ELEV. 111'-0" AFF I ^ I I I _o o __LO Ir I o _ r `n I I I B.O. STEEL CANOPY B.O. STEEL CANOPY o 6" METAL STUD 13 81/2 9 /s I I 2 - 1 1s j ELEV. 110'-0" AFF 6" METAL STUD ELEV. 110'-0" AFF BATT INSULATION (R-21)19 — — — — — — — — — — 4 6„ BATT INSULATION (R-21) WALL MTD. LIGHTING _ 6 N 0 FUXTURE BEHIND, RE: ELEC. 12X2 STEEL TUBE CANOPY 2 A601 WALL MTD. LIGHTING N BEHIND, PAINT. RE: STRUCT. A602 FUXTURE BEHIND, RE: ELEC. 777 OIL T.O. STOREFRONT r OIL T.O. STOREFRONT �^ 0 ELEV. 108'-2" AFF i i I ELEV. 108'-2" AFF 3--61 1 3'-6" � r 0 2 SIM. 2 SIM. r j1 T.O. DOOR FRAME ELEV. 107'-2" AFF A602 I ALUMINUM STOREFRONT SYSTEM I A602 3 A2o2 0 FIBER CEMENT BOARD BEHIND EXTERIOR FIBER CEMENT BD BEHIND o I ALUMINUM STOREFRONT DOOR ALUMINUM STOREFRONT DOOR 0 I I I PRECAST CONCRETE CAP BEHIND 0 STEEL GUARDRAIL, 10/A102 STEEL GUARDRAIL, 10/A102 ROOF LADDER, RE: 2/A202 3-5/8" METAL STUD ON 5/8" GYPSUM BOARD I I BRICK VENEER BEHIND o BOTH SIDE W/ SOUND BATT INSULATION I io c� e') 0 4 A602 PROVIDED WEEP HOLES AT CAPS @ 16" O.C. A601 4 PROVIDED WEEP HOLES AT CAPS @ 16" O.C. CONCRETE SIDEWALK A602 CONCRETE SIDEWALK CONCRETE SLAB ON GRADE �CIVIL-- fti OL FINISH FLOOR CONC. SIDEWALK, RE: CIVIL ^ — AA CONC. SLAB ON GRADE, RE: STRUCT. — EXPOSED WITHOUT FINISH FLOOR �A ELEV. 100'-0" AFF FINISH FLOOR OILQ 1 CONCRETE SLAB I , ELEV. 100'-0" AFF a d ° d �° ELEV. 100'- ° d 1 III IST —IIIIIIIIIIIIIIIIIIIII—III— dl IIIIIIIII—III— Ii- I = I I �IIII I -III=IIIIII=III=III=III=III— � I IIIIIIIIIIIIIII—III ° d ° I IIIIII—III- i � I I I I III III III VIII d I �I III III IIIIII—IIIII IIII III III I I I�- —IIIIIIIIIIII—III_ III=III_I=IIII - d IIIIII =_I II II�II_=I 1III=III=III=III=III=III 5III=III=III I III=III=_III_ ; ,4 I I=IIIII III=III II=IIA II II II IIIIII DAMPPROOFING V DAMPPROOFING a I DAMPPROOFING d RIGID INSULATION (R-5) RIGID INSULATION (R-5) RIGID INSULATION (R-5) ° MSE RETAINING WALL, 3/A101 � _ MSE RETAINING WALL, 3/A101 III -III III III I I III �IIIIIII III—III- _I I -1 I I I I I III � i d III III I _IIII—III III III III IIII—III— IIIIIII � I I III III d l -IIIIIII III—III I III _I I III—III- I I III III III d ;III—III - —III IIIIIII S I I—III ° -III d d d I I CONCRETE FOOTING, CONCRETE FOOTING, RE:STRUCT.d - a° d II I° ° a °. a I I II I—III I I—III ° III d I � I III d III I I S � I I I I 11I CONCRETE FOOTING, RE:STRUCT. IIIIII=III= III I° ° RE:STRUCT. I ° ° ° ° ° — —III _ � III I I II I ISI I I—IIII -III I I IIIIIIIIII—IIII -III _' _ WALL SECTION SCALE 3 WALL SECTION SCALE 2 WALL SECTION SCALE J 1 3/4 = 1'- 0 3/4 = 1'- 0 3/4 = 1'- 0 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: U) Cz N U� O M J M Qj O Z a +— 0a00 70 M z .- 0 W q °C 0 Co Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.20 e p,bbott AS., p yr CAA •o No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 01.29.21 Filename: Sheet Title: WALL SECTIONS Sheet #: A403 @ G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture planning interiors Seal: A Project for: U) Cz N U� O M J M Qj O a00 M N z- 0 W q °C 0 (o JY Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.20 e p,bbott AS., p yr CAS •o No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 01.29.21 Filename: Sheet Title: WALL SECTIONS Sheet #: © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED 1 A METAL COPING BEHIND A i B 1'-7" 11 A601 4 ol 1.7.. 11 A601 A601 OLT.O. PARAPET-------� T.O. PARAPET -------� ELEV. 122'-0" AFF � � OL T.O. PARAPET ^ — ELEV. 122-0" AFF ELEV. 119'-0" AFF SINGL PLY WHITE 60 MIL. T O ROOF MEMBRANE CONTINUED 12 i 11-4" A 01 OAND 5/8" EXTERIOR SHEATHING I SINGL PLY WHITE 60 —� — — — — — T.O. PARAPET 2-1/4" MODULAR COMMERCIAL MIL. T O ROOF 2-1/4" MODULAR COMMERCIAL ELEV. 120'-0" AFF BRICK VENEER, RE: A301 MEMB NE SYSTEM BRICK VENEER, RE: A301 AIR SPACE 5/8" EXTERIOR SHEATHING 5/8" DENSDECK 5/8" EXTERIOR SHEATHING RIGID INSULATION (R-30) 5/8" EXTERIOR SHEATHING AIR/WATER RESISTIVE BARRIER � BRICK VENEER BEHIND AIR/WATER RESISTIVE BARRIER � I SINGLE PLY WHITE 60 SINGLE PLY WHITE 60 MIL. TPO ROOF ITF MIL. TPO ROOF MEMBRANE CONTINUED EXTERIOR FIBER CEMENT BD MEMBRANE CONTINUED 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING SINGLE PLY WHITE 60 SINGLE PLY WHITE 60 FIBER CEMENT BOARD BEHIND MIL. TPO ROOF AIR & WATER RESISTIVE BARRIER � MIL. TPO ROOF � MEMBRANE SYSTEM � 6" METAL STUD MEMBRANE CONTINUED STEEL ROOF DECK, 6" METAL STUD RE: STRUCT. 5/8 EXTERIOR SHEATHING 5/8" DENSDECK ' SINGLE PLY WHITE 60 STEEL BEAM, I SINGLE PLY WHITE 60 RIGID INSULATION (R-30)7 6" METAL STUDS STEEL ANCHORS, TYP. MIL. TPO ROOF RE: STRUCT. MIL. TPO ROOF MEMBRANE SYSTEM I AIR SPACE MEMBRANE SYSTEM � 5/8" DENSDECK I I 5/8" DENSDECK RIGID INSULATION (R-30) RIGID INSULATION (R-30) AIR/WATER RESISTIVE BARRIER MH I METAL CAP I j1 B.O. SOFFIT r� ft 6" METAL STUD � METAL CAP BEHINDRE: STEEL RO70FDECK,T.O. METAL CAP 12X2 STEEL CANOPY I I I STRUELEV. 114'-0" AFF I BEHIND, PAINT+6 LA BATT INSULATION (R-21) STEEL ANCHORS, TYP. I A602 ARMOURWALL 100 STUCCO SYSTEM: — — — STEEL ROO ECK,EXTERIOR STEEL ROO ECK, 3 COAT STUCCO W/MESH, ON LATH & RE: STRUCT. FIBER CEMENT � RE: STRUCT. STEEL BE,:. 1" XPS (R-5) CONTINUOUS INSULATION 8 BD. BEHIND A601 FABRIC AWNING & STEEL FRAMING BEHIND 6" METAL STUDS STEEL BEAM, RE: STRUCT. 12X2 STEEL TUBE BEHIND, PAINT STEEL BEAM, RE. STRUCT. 12X2 STEEL CANOPY ARMOURWALL 100 STUCCO SYSTEM: 3 COAT BATT INSULATION (R-21) BEHIND, PAINT „ STUCCO W/ MESH, ON LATH & 1 XPS (R-5) �� 13 �� 13 �� � �, 81/2 9 /s 9 /s - g BATT INSULATION (R-21) CONTINUOUS INSULATION ^ 6" METAL STUD • T.O. CANOPY I ELEV. 111'-0" AFF = �II q II I II I T.O. STOREFRONT >-<T STEEL C -CHANNEL CANOPY 5/8" EXTERIOR SHEATHING 10" 4" '-6 J ELEV. 110'-0" AFF 2 AIR NVA RESISTIVE BARRIER BEHIND, PAINT. RE: STRUCT.2 10 A602 12X2 STEEL TUBE A602 A601 " EXTE I R SHEATHING CANOPY, PAINT 6" METAL STUDS 3-1 /2 X 3-1/2 STEEL BATT INSULATION (R-21) ANGLES, PAINT 6" METAL STUD EXTERIOR FIBER CEMENT BD EXTERIOR FIBER CEMENT BD. BEHIND OPPO HAND AIR & WATER RESISTIVE BARRIER A601 ALUM. STOREFRONT SYSTEM ALUM. STOREFRONT SYSTEM 5/8" EXTERIOR SHEATHING , EXTERIOR FIBER CEMENT BD. BEHIND 2-1/4" MODULAR COMMERCIAL BRICK VENEER, RE: A301 CONTINUOUS INSULATION (R-5) AIR/WATER RESISTIVE BARRIER10 2 OPPO HAND A602 5/8" EXTERIOR SHEATHING A601 r FINISH FLOOR QA I ° ELEV. 100'-0" AFF l III III III III III 2-1/4" MODULAR COMMERCIAL a d d BRICK VENEER, RE: A301 III III III III ° III =111 CONTINUOUS INSULATION (R-5) EXPOSED CONCRETE FOUNDATION d =111AIR/WATER IIII RESISTIVE BARRIER 2 CONCRETE SIDEWALK A601 WALL. ARCHITECTURAL SMOOTH ° . ° CONCRETE SIDEWALK A601OIL A601 5/8" EXTERIOR SHEATHING FINISH FLOOR _ _ _ _ ELEV. 100-0 AFF CONCRETE SLAB ON FINISH, PAINT d ° _ III I=I I I=II -OIL FINISH FLOOR A CONCRETE SLAB ON EXPOSED WITHOUT CONCRETE SIDEWALK CONCRETE SLAB FINISH FLOOR GRADE 1 IW TION (R-5) III III ELEV. 100'-0" AFF r GRADE �A I I ELEV. 100'-0" AFF a III d ° a a III IIII I I1 I I� ° ° � a d a �III—III I I � II � IIIII � I—III � IIII � II 11- I -IIIIIIIIIIIIIIIIIIIIII � I IIIIIII—III I I I I I I III III III III III I I l i I III III III I -I � I—IIIA i° I II � IIII_I � I � III III III III III III III III III III I I 1 III- III III III III I I I� i IIIIII—III- III—III ° 1411 ° � III—III I I I1 I III III III III III III I1 I I1 I I1 I I1 I I1 � I I III III III IIII I I=111 _ III1 I I1 I I ° 5" I—III IIII I I—III I i- =1III—III " 9" dIIII 11 111 IIII I I _ DAMPPROOFING ° a I I I IIIIIIIIIIIIIIII ° d = = - d °IIIIIII DAMPPROOFING III III ° � d a DAMPPROOFING d RIGID INSULATION (R-5) III III III III �° III III III RIGID INSULATION (R-5) III RIGID INSULATION (R-5) -1III—III III—III III— IIII ° - S IIII—III I I I I I I a II 111 I l IIII III—III- III III III III ' I I I I III III III—III ' � I II I � - I 11 11 I I I I I I I I a I III ° ° a III III DAMPPROOFING i=1 I IIIIIII I I 1111 11= I I IIII_ 11 111 I I i III Id I� 111 11= I Idl III a I°° IIIIII—III- III III d °d III III IIIIII—III -III . III1I III—III— dIIII - -1II °d d °d Q SII III III II ° I I III- III d � III- 111111 ° I1 d °dIIIIIIII� °d d °d ° a ° ° CONCRETE FOOTING, d ° CONCRETE FOOTING, RE:STRUCT. ° ° a . d . �. CONCRETE FOOTING, RE:STRUCT. III ° RE:STRUCT. Q d ° d CONCRETE FOOTING, RE:STRUCT. ° _ISI -IIIIIIIIIIIIIIIIIIIII—III I - - IIIIIIIIIIII—III WALL SECTION SCALE 4 WALL SECTION SCALE 3 WALL SECTION SCALE 2 WALL SECTION SCALE J 1 3/4 = 1 - 0 3/4 = 1 - 0 /4 = 1 - 0 3/4'. 3/4 = V- 0 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture planning interiors Seal: A Project for: U) Cz N U� O M J M Qj O a00 M N z- 0 W q °C 0 (o JY Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.20 e p,bbott AS., p yr CAS •o No. Description Date Project No.: 19-008 Drawn By: J L Reviewed By: SH Scale: AS NOTED Date: 01.29.21 Filename: Sheet Title: WALL SECTIONS Sheet #: © G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED C T 71_011 CV a0 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 7'-9'1 ol 01 3'-10" 31-1111 0 CV 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 11 I r,1_011 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS Wlff:3Y i i 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 19'-2" 4'-0" 01 31-1111 3'-10" 31-1111 4'-0" ol 01 HDWR SET lie DESCRIPTION r` ch x. I I I I I I I I I I I I I I I L ----J THK ALUMINUM SHEET WRAP TO MATGH STOREFRONT RINISH o co q BUILDING A - 8080 E UNION AVE A MINUM SHEET BUILDING ENTRY N T- 6" I I - CLEAR ANODIZED i i 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 19'-2" 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 7" 01 3'-10" 3'-10" 3'-10" 3'-10" 3'-10" 01 HDWR SET 01 3'-7" 3'-8" 31-1011 3'-7" 3'-7" 3'-711 DESCRIPTION TYPE x. 00, THK ALUMINUM SHEET WRAP TO MATGH STOREFRONT RINISH o 0 0 T q BUILDING A - 8080 E UNION AVE A MINUM SHEET BUILDING ENTRY N T- 6" I I - CLEAR ANODIZED - I CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D02 BUILDING ENTRY A STOREFRONT FINISH I I I - CLEAR ANODIZED - zo I r � SEE SHEET G001 1" TEMPERED GLASS I I I I I I r` A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 I I 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 7" 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 7" -1W 01 HDWR SET 01 3'-7" 3'-8" 31-1011 3'-7" 3'-7" 3'-711 DESCRIPTION TYPE x. 00, THK ALUMINUM SHEET WRAP TO MATGH STOREFRONT RINISH o 0 0 T q BUILDING A - 8080 E UNION AVE A MINUM SHEET BUILDING ENTRY N T- 6" 8' - 0" - CLEAR ANODIZED - WRAP TO MATCH CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D02 BUILDING ENTRY A STOREFRONT FINISH 8' - 0" - CLEAR ANODIZED - ALUMINUM r � SEE SHEET G001 1" TEMPERED GLASS D03 r` A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 I I D04 BUILDING ENTRY A T- 6" 8' - 0" - I I - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D05 I I A T- 6" 8' - 0" - CLEAR ANODIZED - I I CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D06 SERVICE DOOR // // I I I I I 1 1 8' - 0" /i // // CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 L ----J D07 SERVICE DOOR A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 7" 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 0 0 T 10'-0" 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 0 0 T RIM 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS DOOR NO. DOOR FRAME HDWR SET 3'-9" 4'-0" 3'-9" DESCRIPTION TYPE I WIDTH HEIGHT THK ALUMINUM SHEET WRAP TO MATGH STOREFRONT RINISH o 0 0 T q BUILDING A - 8080 E UNION AVE D01 BUILDING ENTRY A 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 0 0 T 10'-0" 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS 0 0 T RIM 0 STOREFRONT SYSTEM: 1" INSULATED LOW -E CLEAR TEMPERED GLASS DOOR NO. DOOR FRAME HDWR SET REMARKS DESCRIPTION TYPE I WIDTH HEIGHT THK FINISH TYPE MATERIAL FINISH BUILDING A - 8080 E UNION AVE D01 BUILDING ENTRY A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D02 BUILDING ENTRY A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D03 BUILDING ENTRY A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D04 BUILDING ENTRY A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D05 SERVICE DOOR A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D06 SERVICE DOOR A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D07 SERVICE DOOR A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS D08 WATER ENTRY ROOM A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS PROVIDED "WATER ENTRY ROOM" PLACARD D09 SERVICE DOOR A T- 6" 8' - 0" - CLEAR ANODIZED - ALUMINUM CLEAR ANODIZED SEE SHEET G001 1" TEMPERED GLASS DOOR NOTES 1. ALL HARDWARE SHALL MEET THE REQUIREMENTS OF 2015 IBC AND ICC/ANSI A117.1-2009 2. HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" & 44" AFF. 3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE W/O THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. 4. ALL ENTRANCES & ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS & FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS W/DISABILITIES. 5. WEATHER STRIP ALL EXTERIOR DOORS W/GASKET-TYPE WEATHER STRIPPING. 6. PROVIDE FULLY TEMPERED GLAZING IN ACCORDANCE WITH 2015 IBC. 7. ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR IS CLOSED SHALL HAVE NON -REMOVABLE HINGE PINS. 8. INSTALL STOREFRONT PER MANUFACTURER'S INSTALLATION INSTRUCTION. 9. PROVIDE STOREFRONT EXPANSION JOINTS EVERY 16 FT. PER MANUFACTURER'S INSTALLATION INSTRUCTION. 10. DOOR CLOSER REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. SPRING HINGES SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. THE FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE 5.0 POUNDS MAXIMUM. 11. ALL THRESHOLDS: MEET ADA COMPLIANCE WITH REQUIREMENTS FOR ACCESS BY ANSI 303. RE: DETAIL #7 ON SHEET A602. GENERAL NOTES SCALE NO SCALE TYPE "A" MATERIAL: ALUMINUM FINISH: CLEAR ANODIZED GLASS: 1/4" CLEAR TEMPERED K WINDOW TYPES I SCALE 4 DOOR TYPES SCALE 3/8" = V- 0" 1/2" = V- 0" 1 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: f- CO4O �.� 0 scoff iga O 305622 03/27/2020 j D AR 06 N U� O M J� M o o Z a � �o a 70 M Z- 0 W 0 aC o C: T ■ E� Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 e p,bbott ASso p yr CAA •o No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 03.27.20 Filename: Sheet Title: DOOR & WINDOW TYPES & SCHEDULE Sheet #: A501 © G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: C°4o A. SCOP iga O 305622 0//29/202/ f j D AR U) Cz N U� O M J M Qj 0 z � a °° a00 M � z .- 0 W q °C 0 Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 ,CORRECTIONS 01.29.20 9 p,bbott ASS yr C4A •o RI AIR SPACE No. Description Date Project No.: 19-008 Drawn By: JL RI SH Scale: AS NOTED Date: 01.29.21 RI 6 METAL STUD Sheet Title: DETAILS PLYWOOD PANELS 5/8" EXTERIOR SHEATHING 1'-4" 3" e AIR & MOISTURE BARRIER PLYWOOD PANELS PRE -FINISHED RUN TPO MEMBRANE BRICK VENEERPRE-FINISHED METAL COPING RUN TPO METAL COPING SLOPE DN, 1/2" PER FT. UP AND OVER TOP OF MORTARNET WITH INSECT BARRIER � SLOPE DN,I1/2" PER MEMBRANE UP FT. PARAPET AND AND OVER TOP WEEP VENT @ 24" O.C. PARAPET 01 4„ 11-711 M + + + + THRU WALL FLASHING EXTENDED LOPE DN J C0 FIBER CEMENT BD. FINISH CLIP — 6" MIN. ABOVE MORTAR NET — 6"X4" STEEL ANG E, a T.O. METAL STUD RE: STRUCT. AIR/WATER BARRIER 5/8" EXTERIOR ELEV. 140'-0" AFF I + + + + + 6" METAL STUDS SHEATHING METAL FLASHING �< BATT INSULATION (R-21) AIR/WATER BARRIER 5/8" EXTERIOR a + + + + SHEATHING ARMOURWALL 100 ------------- . ....... FIBER CEMENT BD. I STUCCO SYSTEM: 3N PLY SINGLE FIBER CEMENT BD. SINGLE PLY WHITE AIR &MOISTURE BARRIER COAT STUCCO W/ WHITE TPO ROOF TPO ROOF MESH, ON LATH & 1" MEMBRANE ° MEMBRANE + + 6" METAL STUDS + + + + XPS (R-5) CONTINUED CONTINUED CONTINUOUS 5/8" EXTERIOR SHEATHING INSULATION 5/8" EXTERIOR SHEATHING 6" METAL STUD - 1 11 3 11 PARAPET DETAIL SCALE 12 SECTION DETAIL SCALE8 PARAPET DETAIL SCALE DETAIL 3" = 1' -Oil DETAIL 3" = 1' -Oil DETAIL 3" = 1' -Oil RI RI BATT INSULATION (R-19) RI ARMOURWALL 100 STUCCO SYSTEM: 3 COAT 10" STUCCO W/ MESH, ON LATH & 1" XPS (R-5) AIR/WATER BARRIER PRE -FINISHED METAL COPING TAPERED WOOD BLOCKING CONTINUOUS INSULATION ARMOURWALL 100 STUCCO 1'-7" 3" 5/8" EXTERIOR SHEATHING SYSTEM: 3 COAT STUCCO W/ MESH, ON LATH & 1" XPS (R-5) RUN TPO MEMBRANE UP AND AIR/WATER BARRIER I CONTINUOUS INSULATION OVER TOP OF PARAPET 6" METAL STUD SLOPE DN, 1/2" PER FT. BACKER ROD & SEALANT SL. DN. METAL FLASHING — — — — T.O. PARAPET GRACE ICE & WATER SHIELD ON — ------------— — — — — — — — — ELEV. 123'-8" AFF HORIZONTAL SURFACE SLOPE DN, 1/2" PER FT. a BATT INSULATION (R-21) ° 5" ------------------ a PRECAST CONCRETE CAP + + + + JF2 T.O. METAL STUD I ELEV. 140'-0" AFF DRIP NOTCH 6" METAL STUDS METAL FLASHING + + + METAL FLASHING BRICK VENEER I 1 a BRICK VENEER 5/8 DENSDECK . FIBER CEMENT BD. EXTERIOR SHEATHING 5/8" DENSDECK EXTERIOR AIR & MOISTURE BARRIER + + + + SHEATHING AIR & MOISTURE BARRIER I AIR//WATER I AIR SPACE RESISTIVE BARRIER 6" METAL STUDS + + + + SINGLE PLY WHITE TPO 5/8" EXTERIOR SHEATHING, AIR SPACE ROOF MEMBRANE 5/8" EXTERIOR SHEATHING ON 6" METAL STUD CONTINUED a � CONTINUOUS INSULATION BOARD (R-5) 9" 1'I PARAPET DETAIL SCALE J J I I SECTION DETAIL SCALE 7 SECTION DETAIL SCALE 3 DETAIL 31= 1 -Oil DETAIL 31= 1 -Oil DETAIL 31= -Oil 0 BATT INSULATION (R-19) RI RI 6" METAL STUD CONTINUOUS INSULATION BATT INSULATION BOARD (R-5) I 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING, ON 6" METAL STUD AIR SPACE I STEEL BEAM, 5/8" EXTERIOR SHEATHING BATT INSULATION AIR SPACE RE: STRUCT. (R-21) AIR &MOISTURE BARRIER BRICK VENEER R I � � AIR & MOISTURE BARRIER 6" METAL STUD BRICK VENEER MORTARNET WITH INSECT MORTARNET WITH INSECT I BARRIER BARRIER I AIR & MOISTURE BARRIER WEEP VENT @ 24" O.C. THRU WALL FLASHING 4" 3" FIBER CEMENT BD. EXTENDED 6" MIN. ABOVE WEEP VENT @ 24" O.C. I + + I MORTAR NET I STEEL BEAM, DRIP EDGE THRU WALL FLASHING � + + WOOD BLOCK � RE: STRUCT. EXTENDED 6" MIN. SLOPE DN. CONCRETE I ABOVE MORTAR NET a a Q a y SIDEWALK FIBER CEMENT BD. FASTENER a + + a T a Q STEEL ANGLE, PAINT 3" 911 FIBER CEMENT SOFFIT METAL FLASHING ----------------------- a BACKER ROD & SEALANT ° — — BACKER ROD & SEALANT a STOREFRONT, RE: WINDOW TYPES BACKER ROD &SEALANT BACKER ROD & SEALANT III FIBER CEMENT SOFFIT, PAINT TO MATCH FIBER ALUM. STOREFRONT CEMENT BD. FINISH COLOR Q SECTION DETAIL SCALE 1 � SECTION DETAIL SCALE 2 3" = 1' -Oil 3" = 1' - 0" DETAIL 411 3 DETAIL 5/8" EXTERIOR SHEATHING, RI RI ON 6" METAL STUD SECTION DETAIL SCALE 411 AIR SPACE DETAIL 3" = 1' - 0" AIR & MOISTURE BARRIER BATT INSULATION (R-19) RI BRICK VENEER STOREFRONT, RE: 6" METAL STUD MORTARNETA WITH INSECT 5/8" EXTERIOR SHEATHING, ON 6" WINDOW TYPES BARRIERA BAER � METAL STUD W/ BATT INSULATION BATT INSULATION (R-21) NATURAL GRAY COLORED 6" METAL STUD A SEALANT & BACKER ROD CONC. POLYURETHANE WEEP VENT @ 24" O.C. � NATURAL GRAY COLORED AIR/WATER BARRIER NATURAL GRAY COLORED FIBER EXP. JOINT 3/8" DEPTH) IN. 1/4" -� MAX. � CONC. POLYURETHANE FIBER CEMENT BD. CONC. POLYURETHANE THRU WALL FLASHING SEALANT, (MIN. 1/4" --- MAX. FIBER CEMENT BD. FASTENER SEALANT, (MIN. 1/4" — MAX. CONCRETE SIDEWALK CONCRETE SLAB EXTENDED 6" MIN. ABOVE 3/8" DEPTH) I 3/8" DEPTH) SLOPE DN. ON GRADE MORTAR NET CONCRETED SLAB METAL FLASHING, PROVIDE 4 — Da LL DRIP EDGE O CONCRETE SLAB SEALANT FLASHING N GRADECONCRETE O a SLOPE DN. CONCRETE aSIDEWALK s Q SLOPE DN. � LL � GSIDEWALK Q Q Q a Q a Q a 4 a Q a Q p Q 4 4D a � a 4a a a zia ' .. a 3.. a - DAMPPROOFING a 5" 3" a 1-4" Of1'-11'. 3„ i a a° T4;7 ” CONTINUOUS a a a — 1" CONTINUOUS I a _ 1"CONTINUOUS a RIGID INSULATION RIGID INSULATION a RIGID INSULATION DAMPPR FIN 00 G a DAMPPROOFING SECTIO DETAIL 9 SECTION DETAIL 5 TYP. STOREFRONT SILL DETAIL J DETAIL 'SCALE 3= 1- 0 DETAIL 'SCALE 3= 1- 0 DETAIL 'SCALE 3= 1- oil1 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A Project for: C°4o A. SCOP iga O 305622 0//29/202/ f j D AR U) Cz N U� O M J M Qj 0 z � a °° a00 M � z .- 0 W q °C 0 Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 ,CORRECTIONS 01.29.20 Sheet #: A601 @ G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED 9 p,bbott ASS yr C4A •o No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 01.29.21 Filename: Sheet Title: DETAILS Sheet #: A601 @ G3 ARCHITECTURE 2021 ALL RIGHTS RESERVED 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A. ' Scott iga O 305622 03/27/2020 f�f j D AR A Project for: U) Cz N U� O M J M > O Z a a00 M � z .- 0 W q °C O Co C: T JY Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 e p,bbott AS., p yr CAA .o RI 5 No. Description 5/8" EXTERIOR SHEATHING, ON 6" Project No.: ALUM. STOREFRONT METAL STUD W/ BATT INSULATION JL Reviewed By: AIR & MOISTURE BARRIER SH Scale: WOOD BLOCKS AS NOTED Date: AIR & MOISTURE ARMOURWALL 100 STUCCO EXTERIOR INTERIOR BARRIER SYSTEM: 3 COAT STUCCO W/ STEEL TUBE BEAM, I MESH, ON LATH & 1" XPS (R-5) RE: STRUCT. 2X WD BLOCKING CONTINUOUS INSULATION DOOR, SEE DOOR ALUMINUM SHEET SCHEDULE WRAP I — 5/8" EXTERIOR T.O. STEM WALL DOOR SWEEP SHEATHING ELEV. 101-1 21/64" AFF BACKER ROD & a METAL FLASHING ALUMINUM SET THRESHOLD IN ACCESSIBLE SEALANT EXPOSED CONCRETE FOUNDATION THRESHOLD CONT. SEALANT BED, TYP. ALUM. STOREFRONT a WALL. ARCHITECTURAL SMOOTH I aa FINISH, PAINT SLOPE DN. 3" 5" I I, 311 411 t77 a DAMP -PROOFING 7 PLAN DETAIL SCALE 9 SECTION DETAIL SCALE 7 SECTION DETAIL SCALE DETAIL 3' = 1- 0 DETAIL 3' = 1- 0 DETAIL 3' = 1- 0 B METAL STUD BOXRI 6" METAL STUD W/ BATT INSULATION (R-21) BEAM HEADER, RE: STRUCT. 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING 6" METAL STUD AIR &MOISTURE BARRIER � a 5/8" EXTERIOR SHEATHING � ARMOURWALL 100 STUCCO SYSTEM: 3 COAT STUCCO W/ + + + + AIR & MOISTURE BARRIER MESH, ON LATH & 1"XPS (R-5) CONTINUOUS INSULATION 6" METAL STUD W/ BATT INSULATION (R-21) �3' FIBER CEMENT BD. 1'-4' 01 DRAINAGE STRIP FIBER CEMENT BD. FASTENER + ----------- METAL FLASHING METAL FLASHING BACKER ROD &SEALANT BACKER ROD &SEALANT BACKER ROD & SEALANT 5/8" EXTERIOR SHEATHING FIBER CEMENT SOFFIT H.M. DOOR &DOOR FRAME AIR & MOISTURE BARRIER ARMOURWALL 100 STUCCO SYSTEM: 3 COAT STUCCO W/ MESH, ON LATH & 1" XPS (R-5) CONTINUOUS INSULATION 3" 4" PARAPET DETAIL SCALE 6 DOOR HEAD DETAIL SCALE 311=11-011 " = 1' - 0" 3" = 1' -Oil DETAIL DETAIL 6" METAL STUD W/ BATT INSULATION (R-21) RI 5/8" EXTERIOR SHEATHING 12X2 STEEL TUBE CANOPY BEHIND, PAINT 10" STEEL BEAM, RE: STRUCT. 10" 12"X2" STEEL TUBE CANOPY, PAINT AIR/WATER BARRIER 10" 3-1/2"X3-1/2" STEEL ANGLES, PAINT o ARMOURWALL 100 STUCCO r SYSTEM: 3 COAT STUCCO W/ X. MESH, ON LATH & 1" XPS (R-5) CONTINUOUS INSULATION 3-1/2"X3-1/2" STEEL ANGLES, PAINT o `" DRAINAGE STRIP L/-77-7 METAL FLASHING ON BACKER ROD & SEALANT 8Y 2 913/1611 1316 91Y16" 91:Y16"1'-0716 ALUM. STOREFRONT BACKER ROD & SEALANT 4'-2" 4" -IL3" SECTION DETAIL SCALE ^ L DETAIL 3" = 1' -Oil HORIZONTAL STEEL CANOPY 6" METAL STUD W/ BATT INSULATION (R-21) RI ARMOURWALL 100 STUCCO SYSTEM: 3 COAT BACKER ROD & SEALANT STUCCO W/ MESH, ON LATH & 1" XPS (R-5) H.M. DOOR FRAME 4" Ile 6" e ALUM. SHEET WRAP CONTINUOUS INSULATION WOOD BLOCK AIR//WATER RESISTIVE BARRIER N. 35�8" 1/2" PLYWOOD PRECAST CONC. CAP BELOW ALUMINUM STOREFRONT 2X WD BLOCKING AIR & MOISTURE BARRIER Cr) ENSDECK SEXTEDRIOR RI SLOPED SILL PAN SHEATHING ALUMINUM SHEET WRAP SEALANT & BACKER ROD -� - NIT BACKER ROD & �' SL. DN. C) SEALANT DOOR a a a q2q ------------- i Q PRECAST CONCRETE CAP HORIZONT L STEEL I a. BEAM ABO E DRIP NOTCH E>A0 HORIZONTAL—/STOREFR NT X H.M. DOOR METAL FLASHING STEEL CANOPY BACKER ROD & LO BACKER ROD & SEALANT SEALANT BRICK VENEER WOOD BLOCK STEEL TUBE BEAM, — — — RI 5/8" DENSDECK RE: STRUCT. EXTERIOR SHEATHING AIR & MOISTURE BARRIER ALUM. SHEET WRAP AIRSPACE 1/2" PLYWOOD HORIZONTAL STEEL PRECAST CONC. CAP BELOW 5/8" EXTERIOR SHEATHING, AIR & MOISTURE BARRIER BEAM ABOVE STOREFRONT AIR//WATER RESISTIVE BARRIER ON 6" METAL STUD ARMOURWALL 100 STUCCO SYSTEM: 3 COAT CONTINUOUS INSULATION 35�8 ALUMINUM STOREFRONT STUCCO W/ MESH, ON LATH & 1"XPS (R-5) BOARD (R-5) CONTINUOUS INSULATION 9.. "1. 6" METAL STUD W/ BATT INSULATION (R-21) SECTION DETAIL 10 PLAN DETAIL 8 DOOR JAMB DETAIL 5 DOOR JAMB DETAIL J 'SCALE DETAIL 3= 1- 0 DETAIL 'SCALE 3= 1- 0 DETAIL 'SCALE 3= 1- 0 DETAIL 'SCALE 3= 1- oil1 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 H ITECTU RE architecture I planning I interiors Seal: A. ' Scott iga O 305622 03/27/2020 f�f j D AR A Project for: U) Cz N U� O M J M > O Z a a00 M � z .- 0 W q °C O Co C: T JY Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 03.27.20 Sheet #: A602 © G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED e p,bbott AS., p yr CAA .o No. Description Date Project No.: 19-008 Drawn By: JL Reviewed By: SH Scale: AS NOTED Date: 03.27.20 Filename: Sheet Title: DETAILS Sheet #: A602 © G3 ARCHITECTURE 2020 ALL RIGHTS RESERVED A J1 2 DESIGN PARAMETERS B C N E F 1. DESIGN CODES AND STANDARDS A. BUILDING CODE: 3 4 5 6 7 8 9 10 A GENERAL NOTES GENERAL NOTES GENERAL IBC 2018 (2020 1. STRUCTURAL ELEMENTS ARE NON -SELF SUPPORTING AND REQUIRE INTERACTION WITH OTHER ELEMENTS FOR STABILITY AND RESISTANCE TO LATERAL FORCES. WHEAT RIDGE, CO FRAMING AND WALLS SHALL BE TEMPORARILY BRACED BY THE CONTRACTOR UNTIL PERMANENT BRACING, FLOOR AND ROOF DECKS, AND WALLS HAVE BEEN INSTALLED CITY AMENDMENTS) AND CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. ROOF PRESSURES (1.OW) RISK CATEGORY II Z. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS NOTED OTHERWISE. THE ZONE 1 61.2 PSF 38.4 PSF ZONE 2 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATION OF CONSTRUCTION AND SAFETY PRECAUTIONS AND ZONE 3 109.9 PSF 51.4 PSF IBC PROGRAMS INCIDENTAL THERETO. B. MATERIAL CODES AND STANDARDS ARCHITECTURALLY INFORMATION J.B.E. EXPOSED STRUCTURAL 3. THE STRUCTURE HAS BEEN DESIGNED FOR THE INDICATED LOADS ONLY. USE OF HEAVY EQUIPMENT AND SCAFFOLDING, OR STORAGE OF MATERIALS THAT TRANSFER STEEL DESIGN LOADS: ARCH. EXCESSIVE LOADS TO THE STRUCTURE SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE CALCULATIONS SIGN AND SEALED BY A LBS. ASCE 7-16 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES BLOCK LINTEL PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED TO VERIFY THE ADEQUACY OF THE STRUCTURE FOR ALL APPLIED CONSTRUCTION B.O. CONCRETE: LONG. LOADS THAT EXCEED THE LOADS INDICATED IN THE CONSTRUCTION DOCUMENTS AND SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER -OF -RECORD PRIOR TO BOTTOM OF DECK ACI 318-14 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE BAL. ANY CONSTRUCTION ACTIVITY. MFR. MASON Y: 5. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, BRG. TMS402/602-16 - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES N.I.C. ELECTRICAL, PLUMBING AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO CONTRACTION JOINT NEAR SIDE C.L. SHOP DRAWINGS AND WORK. N/A EEL: CLEAR NUMBER CMU CONCRETE MASONRY UNIT 6. ALL WELDS SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (A.W.S) SPECIFICATIONS. COLUMN AISC 360-16 -SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS CONC. CONCRETE EQUIVALENT CONST. 7. THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL ELECTRICAL AND PLUMBING WORK SHALL BE CONT. AISC 341-16 -SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS H VERIFIED BY THE CONTRACTOR. PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT AND THE ENGINEER -OF -RECORD. REFERENCE MECHANICAL, DEFORMED BAR ANCHOR WOOD: DIA. ELECTRICAL, AND PLUMBING DRAWINGS FOR OPENING LOCATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. PSI AF&PA NDS -2018 - NATIONAL DESIGN SPECIFICATION FOR WOOD 8. USE ONLY DIMENSIONS INDICATED IN THE CONTRACT DOCUMENTS. DO NOT SCALE CONTRACT DOCUMENTS OR USE ANY DIMENSIONS TAKEN FROM ELECTRONIC E.F. CONSTRUCTION READ. REQUIRED DRAWING FILES. CONTRACTOR SHALL COORDINATE IN-PLACE DIMENSIONS BASED ON TOLERANCES OF THE RESPECTIVE TRADES. EXPANSION JOINT AF&PA SDPWS-2018 - SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC 9. ASSUME EQUAL SPACING IF NOT INDICATED IN CONTRACT DOCUMENTS. SCHED. SCHEDULE E.O.S. 10. REFERENCE ARCHITECTURAL DRAWINGS FOR NON -LOAD BEARING PARTITION FRAMING. CONNECTION OF NON -LOAD BEARING PARTITION FRAMING TO THE PRIMARY 2. GRAVITY LOADS SPECS. SPECIFICATIONS STRUCTURE SHALL ALLOW FOR VERTICAL LIVE LOAD DEFLECTIONS OF THE FLOOR AND ROOF FRAMING. A. ROOF DEAD LOADS 11. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS, OPENING, BLOCKOUTS, RECESSES, ELEVATIONS, ANCHOR RODS AND EMBED LOCATIONS PRIOR TO CONSTRUCTION. T&B TOP AND BOTTOM ROOFING AND INSULATION 2.0 PSF NON -SHRINK GROUT SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. F.F.E. METAL DECK 2.0 PSF FOUNDATIONS ELEVATION MECH., ELEC. AND PLUMBING [AND SPRINKLERS] 6.0 PSF FAR SIDE TYP. TYPICAL CEILINGS 0.5 PSF 1. FOUNDATION DESIGNS AND SUBGRADE PREPARATION NOTES ARE BASED ON THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT NUMBER 19.22.129, BY: FTG. MISCELLANEOUS 4.0 PSF COLE GARNER GEOTECHNICAL DATED: JUNE 24, 2019 W.W.F. WELDED WIRE FABRIC TOTAL SUPERIMPOSED ROOF DEAD LOAD 14.5 PSF 2. FOOTING DESIGNS ARE BASED ON A NET ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. FOOTINGS SHALL BEAR IN 36 INCHES AS NOTED BELOW LOWEST GRADE IN ROOF STRUCTURE ACTUAL WEIGHT THE GEOTECHNICAL REPORT. MINIMUM ROOF DEAD LOAD (TO BE USED WITH GROSS UPLIFT) 10.5 PSF 3. CONTRACTOR AND TESTING LABORATORY REPRESENTATIVE SHALL READ THE GEOTECHNICAL REPORT AND BECOME THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT QUANTITIES OF CUT AND FILL FOR ESTIMATING AND CONSTRUCTION. SUBGRADE SHALL BE PREPARED AS NOTED IN THE GEOTECH REPORT. B. LIVE LOADS (UNIFORM/CONCENTRATED) 4. A QUALIFIED AND REGISTERED GEOTECHNICAL ENGINEER, LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND WORKING FOR THE TESTING LABORATORY, ROOF 20 PSF / 300 LB SHALL DETERMINE CONFORMANCE OF THE FOUNDATION BEARING STRATA WITH THE FOUNDATION DESIGN CRITERIA ABOVE, AND ALL OTHER CONTRACT DOCUMENTS. TESTING LABORATORY SHALL NOTIFY CONTRACTOR, ARCHITECT AND ENGINEER -OF -RECORD OF ANY CONDITIONS NOT IN ACCORDANCE WITH FOUNDATION DESIGN 3. ROOF SNOW LOAD CRITERIA OR CONTRACT DOCUMENTS. A. GROUND SNOW LOAD, Pg 30 PSF 5. USE ONLY STRUCTURAL FILL MATERIAL AS NOTED BY THE ONSITE GEOTECH REPRESENTATIVE AND GEOTECH REPORT RECOMMENDATIONS FOR FILL BELOW BUILDING B. FLAT ROOF SNOW LOAD, Pf 21 PSF AND FIVE FEET BEYOND THE EDGES OF THE BUILDING. C. SNOW EXPOSURE FACTOR, Ce 1.0 6. EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 36 INCHES BELOW ADJACENT FINISHED GRADE. THICKENED D. SNOW LOAD IMPORTANCE FACTOR, 1 1.0 SLAB EDGE FOR STOOPS, CANOPIES, ETC. SHALL EXTEND 16 INCHES BELOW GRADE UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. E. THERMAL FACTOR, Ct 1.0 7. FOUNDATION WALLS SHALL HAVE ADEQUATE TEMPORARY BRACING INSTALLED BY THE CONTRACTOR BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. 8. FOOTINGS SHALL BEAR ON UNDISTURBED OR PROPERLY PLACED SOIL, UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. 4. WIND DESIGN DATA 9. AVOID DAMAGE TO UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, WATER MAINS, SANITARY SEWERS AND BURIED CABLES WHICH MIGHT EXTEND ACROSS A. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult 135 MPH OR ADJOIN SITE. B. WIND EXPOSURE CATEGORY C C. INTERNAL PRESSURE COEFFICIENT, GCpi +/-0.18 CONCRETE D. DESIGN WIND PRESSURE ON COMPONENTS AND CLADDING ROOF PRESSURES (1.OW) A. B. EFFECTIVE TRIBUTARY AREA :510 SQ. FT. >_500 SQ. FT. ZONE 1 61.2 PSF 38.4 PSF ZONE 2 80.7 PSF 51.4 PSF ZONE 3 109.9 PSF 51.4 PSF WALL PRESSURES (1.OW) A. B. EFFECTIVE TRIBUTARY AREA :510 SQ. FT. >_100 SQ. FT. ZONE 4 38.1 PSF 32.9 PSF ZONE 5 46.8 PSF 36.5 PSF NOTES: 1. RE: ASCE 7-10 FIGURES 30.4-1 AND 30.4-2A 2. REFER TO CODE FOR EFFECTIVE TRIBUTARY AREAS NOT LISTE 3. PRESSURES NOTED ABOVE ARE TO BE CONSIDERED ACTING TOWARD AND AWAY FOR THE NOTED SURFACE E. WIDTH OF END ZONE 5. EARTHQUAKE DESIGN DATA A. SEISMIC IMPORTANCE FACTOR, le B. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, Ss C. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1 D. SITE CLASS E. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER, Sds F. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER, Sd1 G. SEISMIC DESIGN CATEGORY H. STRUCTURALSYSTEM 1.) VERTICAL ELEMENT TYPE 2.) BASIC SEISMIC FORCE -RESISTING SYSTEM TYPE 3.) RESPONSE MODIFICATION FACTOR, R 4.) SEISMIC RESPONSE COEFFICIENT, Cs 5.) DESIGN BASE SHEAR, 1.0E J. ANALYSIS PROCEDURE ABBREVIATIONS G.B. A. B. ANCHOR BOLTS GAGE A.F.F. ABOVE FINISHED FLOOR H.S.A. ACI AMERICAN CONCRETE G IBC INSTITUTE Date: AESS ARCHITECTURALLY INFORMATION J.B.E. EXPOSED STRUCTURAL JT. JOINT STEEL UNIT OF 1,000 POUNDS (KIP) ARCH. ARCHITECTURAL LBS. B. L. BLOCK LINTEL LONG LEG HORIZONTAL B.O. BOTTOM OF LONG. B.O.D. BOTTOM OF DECK MAXIMUM BAL. BALANCE MFR. BLDG. BUILDING MINIMUM BRG. BEARING N.I.C. C.J. CONTRACTION JOINT NEAR SIDE C.L. CENTER LINE N/A CLR. CLEAR NUMBER CMU CONCRETE MASONRY UNIT O.D. COL. COLUMN OPPOSITE HAND CONC. CONCRETE EQUIVALENT CONST. CONSTRUCTION PREMOLDED EXPANSION CONT. CONTINUOUS H D.B.A. DEFORMED BAR ANCHOR POUNDS PER LINEAR FOOT DIA. DIAMETER PSI DWG. DRAWING QUANTITY E.F. EACH FACE READ. REQUIRED E.J. EXPANSION JOINT E.O.D. EDGE OF DECK SCHED. SCHEDULE E.O.S. EDGE OF SLAB INDICATORS (ASTM F959). E.W. EACH WAY SPECS. SPECIFICATIONS ELEV. ELEVATION 5. WELDS NOT SPECIFICALLY SIZED ON THE STRUCTURAL DRAWINGS SHALL BE THE MINIMUM SIZE PER THE LATEST AWS D1.1. EQ. EQUAL T&B TOP AND BOTTOM EXIST. EXISTING NON -SHRINK GROUT SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. F.F.E. FINISHED FLOOR T.O.P. TOP OF PIER ELEVATION 8. ALL CONNECTIONS NOT FULLY DETAILED IN THE CONTRACT DOCUMENTS SHALL BE DESIGNED AND DETAILED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE F.S. FAR SIDE TYP. TYPICAL FDN. FOUNDATION 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING THE COSTS FOR ALL MISCELLANEOUS STEEL SHOWN IN THE CONTRACT DOCUMENTS. THESE FTG. FOOTING ABBREVIATIONS G.B. GRADE BEAM GA. GAGE GALV. GALVANIZED H.S.A. HEADED STUD ANCHOR HORIZ. HORIZONTAL IBC INTERNATIONAL BUILDING Date: CODE INFO. INFORMATION J.B.E. JOIST BEARING ELEVATION JT. JOINT K UNIT OF 1,000 POUNDS (KIP) KSI KIPS PER SQUARE INCH LBS. POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG. LONGITUDINAL MAX. MAXIMUM MECH. MECHANICAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS N.I.C. NOT IN CONTRACT N.S. NEAR SIDE N.T.S. NOT TO SCALE N/A NOTAPPLICABLE NO. NUMBER O.C. ON CENTER O.D. OUTSIDE DIAMETER O.H. OPPOSITE HAND P.A.F. POWER ACTUATED EQUIVALENT FASTENER P.M.E.J PREMOLDED EXPANSION JOINT PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH QTY. QUANTITY 1. MINIMUM COMPRESSIVE STRENGTH (fc) AT THE END OF 28 DAYS SHALL BE AS FOLLOWS: CEMENT TYPE W/C RATIO SLUMP LIMIT (IN.) % AIR A. FOOTINGS 4500 PSI II 0.50 (MAX) 5" (+/-l") 6%(+/-l%) B. FOUNDATION WALLS AND PEDESTALS 4500 PSI II 0.50 (MAX) 5" (+/- 1") 6%(+/-l%) C. INTERIOR SLABS -ON -GRADE 4000 PSI II 0.50 (MAX) 5" (+/-l") 3% MAX. CONCRETE SHALL BE NORMAL WEIGHT (145 PCF), UNLESS NOTED OTHERWISE. 2. EXTERIOR CONCRETE AND CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL BE AIR -ENTRAINED. 1 12 13 14 15 16 17 STEEL JOISTS AND JOIST GIRDERS 1. STEEL JOISTS AND JOIST GIRDERS SHALL BE AS INDICATED ON THE PLANS AND SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI) AND MEET THE FOLLOWING: A. JOISTS AND JOIST GIRDERS SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS SHOWN IN THE CONTRACT DOCUMENTS. B. JOISTS THAT SUPPORT CONCENTRATED LOADS SHALL HAVE THEIR CHORDS DESIGNED TO WITHSTAND ALL BENDING STRESSES, OR THE LOADS SHALL OCCUR WITHIN 3 INCHES OF JOIST PANEL POINTS, OR THE JOIST SHALL BE REINFORCED PER THE "JOIST REINFORCING DETAIL" SHOWN HEREIN. CONCENTRATED LOADS SHALL BE CENTERED ON JOISTS AND NOT ATTACHED TO THE EDGE OF CHORD ANGLES. C. JOISTS AND JOISTS GIRDERS SHALL RESIST THE UPLIFT PRESSURE AS INDICATED ON SHEET S202 AN ALLOWABLE STRESS INCREASE IS NOT PERMITTED. D. FOR ALL MEMBERS THAT REQUIRE SPECIFIC ORIENTATION, PROVIDE TAG AT ONE END AND DEFINE LOCATION OF TAGGED END ON ERECTION DRAWINGS. E. JOIST AND JOIST GIRDER MANUFACTURER SHALL DETERMINE THE SEAT DEPTH AND WIDTH OF BEARING AND COORDINATE THE SAME WITH THE STEEL FABRICATOR. THE FOLLOWING SEAT DEPTHS ARE ASSUMED IN THE CONTRACT DOCUMENTS: 2 1/2 INCH FOR K -SERIES JOISTS AND 7 1/2 INCH FOR JOIST GIRDERS UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. 2 JOISTS AND JOIST GIRDERS SHALL BE ATTACHED TO SUPPORTING MEMBER PER SJI SPECIFICATIONS, UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. BOLT B JOIST TO SUPPORTING MEMBER IN CONFORMANCE WITH THE OCCUPATIONAL SAFETY AND HAZARD ADMINISTRATION (OSHA) AND SJI REQUIREMENTS. BOLTS SHALL Seal: REMAIN AFTER INSTALLATION. 3. JOIST BRIDGING AND ERECTION STABILITY SHALL BE PROVIDED IN ACCORDANCE WITH OSHA AND THE SPECIFICATIONS OF SJI. 4. STEEL JOIST MANUFACTURER SHALL COORDINATE MECHANICAL DUCT LOCATIONS TO AVOID CONFLICT WITH BRIDGING. 5. JOIST MANUFACTURER SHALL DESIGN THE COMPRESSION CHORD OF ALL JOISTS SUPPORTING ROOF TOP UNITS, SKY LIGHTS, AND OTHER STRUCTURES FOR AN UNBRACED LENGTH APPLICABLE TO THE CONDITIONS AT THE PROJECT WHERE THE UNBRACED LENGTH IS GREATER THAN THE SJI MAXIMUM. REFERENCE ARCHITECTURAL AND MEP DRAWINGS FOR JOIST SUPPORTED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 6. DESIGN JOISTS FOR INTERNAL ROOF DRAIN LINE LOCATIONS, IF REQUIRED. ADD DRAIN LINE WEIGHT OF 50 PLF FOR 8 INCH DIAMETER AND SMALLER, ADD 75 PLF FOR 10 INCH DIAMETER, ADD 102 PLF FOR 12 INCH DIAMETER, ADD 122 PLF FOR 14 INCH DIAMETER, ADD 200 PLF FOR 18 INCH DIAMETER. REFERENCE MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATION. 7. JOIST DESIGNS SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. THE JOIST DESIGN ENGINEER SHALL BE EMPLOYED OR RETAINED BY THE JOIST MANUFACTURER. 8. SHOP DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT AND THE ENGINEER -OF -RECORD PRIOR TO JOIST FABRICATION. 9. JOIST TOP CHORD EXTENSIONS SHALL BE DESIGNED FOR THE LOADS SHOWN ON THE STRUCTURAL DOCUMENTS. THE ASSUMED DEPTH OF THE EXTENSIONS ARE NOTED ON THE STRUCTURAL DRAWINGS. THE JOIST MANUFACTURER SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE ASSUMED DEPTH IS INADEQUATE FOR THE LOADING SHOWN. wallace .1 Wallace Engineering Structural Consultants, Inc Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 10. JOIST MANUFACTURER SHALL DESIGN AND SPECIFY UPLIFT BRIDGING. C A ProicLA QUI. STEEL DECK 1. STEEL DECK AND ITS ANCHORAGE SHALL BE MANUFACTURED AND ERECTED PER THE STEEL DECK INSTITUTE (SDI) MANUALS FOR "ROOF DECK DESIGN", "FLOOR DECK DESIGN" AND "DIAPHRAGM DESIGN", CURRENT EDITION. 2. STEEL ROOF DECK A. STEEL ROOF DECK SHALL BE GALVANIZED TYPE "B" UNLESS NOTED OTHERWISE. DEPTH SHALL BE AS SHOWN IN THE CONTRACT DOCUMENTS. B. ROOF DECK IS REQUIRED TO ACT ASA DIAPHRAGM. CONNECTIONS SHALL BE IN ACCORDANCE WITH STEEL DECK INSTITUTE SPECIFICATIONS. REFER TO THE ROOF DIAPHRAGM CONNECTION DIAGRAM FOR ATTACHMENT. C. DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF (3) SPANS UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. DECK SPLICES ARE TO BE OVER SUPPORTS. D. NO HANGING LOADS SHALL BE ATTACHED TO ROOF DECK. COLD FORMED METAL FRAMING 1. COLD FORMED METAL FRAMING AND THE CONNECTIONS TO THE STRUCTURE SHALL BE PER DETAILS PROVIDED ON CONTRACT DOCUMENTS AND PER SHEET SO.3 2. ALL COLD FORMED METAL FRAMING SHALL HAVE A MINIMUM THICKNESS OF 33 MILS (20 GA) AND SHALL BE SPACED AT A MAXIMUM OF 16 INCHES ON CENTER UNLESS D NOTED OTHERWISE IN CONTRACT DOCUMENTS AND SHALL MEET THE MINIMUM STRUCTURAL PROPERTIES FROM THE AMERICAN IRON AND STEEL INSTITUTE - NORTH AMERICAN STANDARD FOR COLD -FORMED STEEL FRAMING LATEST EDITION. MINIMUM FLANGE WIDTH OF FRAMING MEMBERS SHALL BE 1 5/8 INCH AND THE LIP LENGTH OF THE C -SHAPE PORTION SHALL BE A MINIMUM OF 1/2 INCH. 3. WALL STUDS AS BACKING TO MASONRY VENEER SHALL SHALL HAVE A MINIMUM THICKNESS OF 43 MILS (18 GA). 4. COLD FORM METAL FRAMING SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS NOTED OTHERWISE: ASTM SPECIFICATION A. 54 MILS (16 GA) AND HEAVIER A1003, GRADE 50 TYPE H (ST50H) B. 43 MILS (18 GA) AND LIGHTER A1003, GRADE 33 TYPE H (ST33H) C. ACCESSORIES, TRACK AND OTHER MEMBERS A1003, GRADE 33 TYPE H (ST33H), MINIMUM 5. DO NOT WELD 33 MILS (20 GA) AND LIGHTER FRAMING, UNLESS SPECIFICALLY NOTED IN THE CONTRACT DOCUMENTS. 6. COLD FORMED METAL FRAMING AND BRACING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND SPECIFICATIONS. 7. HORIZONTAL BRACING FOR WALL STUDS SHALL BE PLACED AT 48 INCHES ON CENTER OR AS PER MANUFACTURER'S WRITTEN RECOMMENDATIONS IF LESS THAN 48 INCHES ON CENTER. HORIZONTAL BRIDGING FOR JOISTS SHALL BE PLACED AT 8'-0" ON CENTER OR AS PER MANUFACTURER'S WRITTEN RECOMMENDATIONS IF LESS THAN 8'-0" ON CENTER. APPLIED FINISH MATERIALS SHALL NOT BE CONSIDERED BRIDGING OR FLANGE BRACING UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. 8. ALL AXIALLY LOADED WALL STUDS SHALL HAVE FULL FLANGE BEARING AGAINST UPPER AND LOWER TRACK WEB PRIOR TO ATTACHMENT TO TRACK. SPLICES IN AXIALLY E LOADED WALL STUDS ARE NOT ALLOWED. 9. TRACK SHALL BE 54 MILS (16 GA) MINIMUM FOR WALL STUDS 54 MILS (16 GA) OR LIGHTER. TRACK SHALL MATCH WALL STUD THICKNESS FOR WALL STUDS 68 MILS (14 GA) AND HEAVIER. TRACKS SHALL BE ANCHORED AS FOLLOWS: TO STEEL - HILTI X -U (ESR -2269), 0.157 INCH DIAMETER KNURLED SHANK FASTENERS AT 16 INCHES ON CENTER OR APPROVED EQUAL, UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. TO CONCRETE - HILTI X -U (ESR -2269),0.157 INCH DIAMETER KNURLED SHANK FASTENERS AT 16 INCHES ON CENTER WITH 1 1/2 INCH EMBEDMENT OR APPROVED EQUAL, UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. 10. CONNECTIONS SHALL CONSIST OF ANY OF THE FOLLOWING AS NOTED IN THE CONTRACT DOCUMENTS: A. SELF -DRILLING SCREWS OF TYPE AND SIZE AS SHOWN IN THE CONTRACT DOCUMENTS. B. WELDS SHALL BE PERFORMED BY OPERATORS QUALIFIED IN ACCORDANCE WITH SECTION 6.0 OF AWS D1.3, SHEET METAL. POST INSTALLED ANCHORS 1. ANCHORS SHALL ONLY BE INSTALLED WHERE SPECIFIED ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST INSTALLED ANCHORS IN PLACE OF MISSING OR MIS -PLACED CAST -IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCING. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE EOR PRIOR TO COMPLETION OF WORK. F 2. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA WITH DESIGN VALUES AND PHYSICAL PROPERTIES FOR ALL POST INSTALLED ANCHORS. ADDITIONALLY, THE CONTRACTOR SHALL SUBMIT CERTIFIED ICC ES OR ESR REPORTS WHICH VERIFY COMPLIANCE WITH THE SPECIFIED CRITERIA. 3. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED ON THE CONTRACT DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE STRUCTURAL ENGINEER ALONG WITH CALCULATIONS THAT ARE SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION AND LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARDS AS REQUIRED BY THE BUILDING CODE. 4. ALL HOLES SHALL BE DRILLED, DRY AND CLEANED AND ANCHORS SHALL BE INSTALLED IN ACCORDANCE PER ANCHOR MANUFACTURER'S WRITTEN SPECIFICATIONS. THE LATEST VERSION OF THE WRITTEN MANUFACTURER'S SPECIFICATION SHALL BE ON-SITE AND FOLLOWED DURING THE INSTALLATION OF THE ANCHORS. 5. THE ANCHOR EMBEDMENT DEPTH SHALL BE DEFINED AS THE DEPTH FROM THE SURFACE FACE OF THE LOAD BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR AFTER THE ANCHOR HAS BEEN FULLY INSTALLED INTO THE HOLE PER MANUFACTURER'S SPECIFICATIONS. o. F' •. F ti• 0 2• 42548 Digitally signed �FSS�O � •'�•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' U) 3. MATERIALS OR ADMIXTURES SHALL NOT CONTAIN ANY CALCIUM CHLORIDE. 4. REINFORCING STEEL SHALL MEET THE FOLLOWING: co ASTM SPECIFICATION D CDH UO A. DEFORMED BARS A615, GRADE 60 Scale: B. WELDABLE DEFORMED BARS A706, GRADE 60 Date: C. WELDED WIRE REINFORCEMENT A1064 4.8 FT CY) CY) O Z D. STEEL FIBERS A820 > Q 5. PROVIDE MINIMUM CONCRETE CLEAR COVER FOR REINFORCEMENT PER ACI 318, UNLESS NOTED OTHERWISE. 1.0 6. WELDING SHALL MEET ANSI / AWS D1.1, STRUCTURAL WELDING CODE AND ANSI / AWS D1.4 "STRUCTURAL WELDING CODE FOR REINFORCING STEEL" LATEST REVISION. 0.191g ELECTRODES FOR DEFORMED BAR ANCHORS SHALL BE 90 KSI, LOW HYDROGEN. 0.06g 7. WHERE DOWELS ARE INDICATED BUT NOT SIZED, PROVIDE DOWELS THAT MATCH SIZE AND LOCATION OF MAIN REINFORCING STEEL AND LAP SPLICE WITH THE MAIN D REINFORCING STEEL. REINFORCING STEEL SHALL BE SPLICED AS NOTED IN THE REINFORCING LAP SCHEDULE. 0.204 8. "C.J." INDICATES SAW CUT CONTRACTION JOINT OR DOWELED CONSTRUCTION JOINT IN SLAB -ON -GRADE. REFERENCE CAST -IN-PLACE CONCRETE RE:1-S020 FOR 0.096 ACCEPTED SAW CUT METHODS. SLAB POURS SHALL BE SEPARATED BY A DOWELED CONSTRUCTION JOINT. CONTRACTION/CONSTRUCTION JOINTS SHALL BE LOCATED B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER -OF -RECORD. 9. PROVIDE CORNER BARS THAT MATCH AND LAP CONTINUOUS REINFORCEMENT SIZE AND QUANTITY AT INTERSECTIONS AND CORNERS OF WALLS AND FOUNDATIONS. BUILDING FRAME 10. PROVIDE #3 Z -BAR SPACERS AT 24 INCHES ON CENTER EACH WAY FOR CONCRETE WALLS HAVING REINFORCING STEEL IN BOTH FACES. SYSTEM 11. ANCHOR BOLTS AND EMBED PLATES SHALL BE TIED INTO THE REINFORCING STEEL CAGE AND HELD IN PLACE WITH A RIGID TEMPLATE TO PREVENT MOVEMENT DURING STRUCTURAL STEEL CONCRETE PLACEMENT. SYSTEMS NOT 12. UNLESS NOTED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS, PROVIDE 3/4" CHAMFERS AT THE EDGES THAT ARE EXPOSED TO VIEW IN THE FINISHED STRUCTURE. SPECIFICALLY 13. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR DRAINS, SLEEVES, OUTLET BOXES, CONDUIT, ANCHORS, ETC. THE VARIOUS TRADES ARE DESIGNED FOR RESPONSIBLE FOR PLACING THEIR ITEMS. REFER TO MECHANICAL DRAWINGS FOR HOUSKEEPING PADS AND INERTIA BASES AT MECHANICAL EQUIPMENT. SEISMIC RESISTANCE STRUCTURALSTEEL 3 0.068 1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRESS (Fy): 0.068W YIELD ASTM SPECIFICATION EQUIVALENT A. W, WT SHAPES: 50 KSI A992 LATERAL FORCE B. BARS, PLATES, CHANNELS, ANGLES: 36 KSI A36 C. SQUARE, RECTANGULAR HSS: 46 KSI A500, GRADE B D. ROUND HSS: 42 KSI A500, GRADE B E. STRUCTURAL STEEL PIPE: 35 KSI A53, GRADE B F. ANCHOR RODS: 36 KSI F1554 R.O. ROUGH OPENING G. ALL -THREAD RODS: 36 KSI A36 RE: REFER H. HEADED STUD ANCHORS: 65 KSI TENSILE STRESS A108, GRADES 1010-1020 REINF. REINFORCING 2. BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4 -INCH DIAMETER (MIN.) ASTM F3125, GRADE A325 -N HIGH-STRENGTH BOLTS UNLESS NOTED READ. REQUIRED OTHERWISE IN CONTRACT DOCUMENTS. RTU ROOF TOP UNIT S.D.S. SELF -DRILLING SCREWS 3. ALL BOLTED JOINTS SHALL BE SNUG TIGHT UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. FOR PRETENSIONED OR SLIP -CRITICAL JOINTS, THE METHOD OF SCHED. SCHEDULE INSTALLATION SHALL BE TURN -OF -NUT WITH MATCH MARKING, TWIST -OFF -TYPE TENSION CONTROL BOLT ASSEMBLIES (ASTM F3125, GRADE F1852), OR DIRECT TENSION INDICATORS (ASTM F959). SIM. SIMILAR SPECS. SPECIFICATIONS 4. WELDING SHALL MEET ANSI / AWS D1.1, STRUCTURAL WELDING CODE LATEST REVISION. ELECTRODES SHALL BE 70 KSI, LOW HYDROGEN. STD. STANDARD 5. WELDS NOT SPECIFICALLY SIZED ON THE STRUCTURAL DRAWINGS SHALL BE THE MINIMUM SIZE PER THE LATEST AWS D1.1. STL. STEEL 6. PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. PROVIDE 1 1/2 INCH T&B TOP AND BOTTOM NON -SHRINK GROUT UNDER BASE PLATE AFTER ERECTION. USE 2 1/2 INCH NON -SHRINK GROUT WHEN COLUMN ANCHOR BOLTS ARE 1 1/4 INCH DIAMETER OR LARGER. T.O. TOP OF NON -SHRINK GROUT SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. T.O.F TOP OF FOOTING 7. LEDGER ANGLES AND LINTELS IN EXTERIOR WALL SYSTEMS SHALL BE HOT DIP GALVANIZED PER ASTM A123. T.O.P. TOP OF PIER T.O.W. TOP OF WALL 8. ALL CONNECTIONS NOT FULLY DETAILED IN THE CONTRACT DOCUMENTS SHALL BE DESIGNED AND DETAILED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE TRANS. TRANSVERSE WHERE THE PROJECT IS LOCATED. THE CONNECTION DESIGN ENGINEER SHALL BE EMPLOYED OR RETAINED BY THE STEEL FABRICATOR. THE DESIGN AND DETAILING TYP. TYPICAL SHALL COMPLY WITH ALL APPLICABLE CODES. U.N.O. UNLESS NOTED OTHERWISE 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING THE COSTS FOR ALL MISCELLANEOUS STEEL SHOWN IN THE CONTRACT DOCUMENTS. THESE VERT. VERTICAL COSTS SHALL INCLUDE, BUT ARE NOT LIMITED TO, MISCELLANEOUS STEEL ITEMS SHOWN ON THE STRUCTURAL, ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND W.P. WORKPOINT ELECTRICAL DRAWINGS AND IN THE MANUFACTURER'S SPECIFICATIONS. W.W.F. WELDED WIRE FABRIC 10. AT ALL GALVANIZED OR PAINTED STEEL MEMBERS WITH FIELD WELDED CONNECTIONS, REMOVE GALVANIZING, PAINT OR PRIMER PRIOR TO FIELD WELDING AS WT. WEIGHT REQUIRED. AFTER WELDING IS COMPLETE AND INSPECTOR APPROVED, PREPARE AND REPAINT THE FRAMING SURFACES. 1 12 13 14 15 16 17 STEEL JOISTS AND JOIST GIRDERS 1. STEEL JOISTS AND JOIST GIRDERS SHALL BE AS INDICATED ON THE PLANS AND SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI) AND MEET THE FOLLOWING: A. JOISTS AND JOIST GIRDERS SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS SHOWN IN THE CONTRACT DOCUMENTS. B. JOISTS THAT SUPPORT CONCENTRATED LOADS SHALL HAVE THEIR CHORDS DESIGNED TO WITHSTAND ALL BENDING STRESSES, OR THE LOADS SHALL OCCUR WITHIN 3 INCHES OF JOIST PANEL POINTS, OR THE JOIST SHALL BE REINFORCED PER THE "JOIST REINFORCING DETAIL" SHOWN HEREIN. CONCENTRATED LOADS SHALL BE CENTERED ON JOISTS AND NOT ATTACHED TO THE EDGE OF CHORD ANGLES. C. JOISTS AND JOISTS GIRDERS SHALL RESIST THE UPLIFT PRESSURE AS INDICATED ON SHEET S202 AN ALLOWABLE STRESS INCREASE IS NOT PERMITTED. D. FOR ALL MEMBERS THAT REQUIRE SPECIFIC ORIENTATION, PROVIDE TAG AT ONE END AND DEFINE LOCATION OF TAGGED END ON ERECTION DRAWINGS. E. JOIST AND JOIST GIRDER MANUFACTURER SHALL DETERMINE THE SEAT DEPTH AND WIDTH OF BEARING AND COORDINATE THE SAME WITH THE STEEL FABRICATOR. THE FOLLOWING SEAT DEPTHS ARE ASSUMED IN THE CONTRACT DOCUMENTS: 2 1/2 INCH FOR K -SERIES JOISTS AND 7 1/2 INCH FOR JOIST GIRDERS UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. 2 JOISTS AND JOIST GIRDERS SHALL BE ATTACHED TO SUPPORTING MEMBER PER SJI SPECIFICATIONS, UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. BOLT B JOIST TO SUPPORTING MEMBER IN CONFORMANCE WITH THE OCCUPATIONAL SAFETY AND HAZARD ADMINISTRATION (OSHA) AND SJI REQUIREMENTS. BOLTS SHALL Seal: REMAIN AFTER INSTALLATION. 3. JOIST BRIDGING AND ERECTION STABILITY SHALL BE PROVIDED IN ACCORDANCE WITH OSHA AND THE SPECIFICATIONS OF SJI. 4. STEEL JOIST MANUFACTURER SHALL COORDINATE MECHANICAL DUCT LOCATIONS TO AVOID CONFLICT WITH BRIDGING. 5. JOIST MANUFACTURER SHALL DESIGN THE COMPRESSION CHORD OF ALL JOISTS SUPPORTING ROOF TOP UNITS, SKY LIGHTS, AND OTHER STRUCTURES FOR AN UNBRACED LENGTH APPLICABLE TO THE CONDITIONS AT THE PROJECT WHERE THE UNBRACED LENGTH IS GREATER THAN THE SJI MAXIMUM. REFERENCE ARCHITECTURAL AND MEP DRAWINGS FOR JOIST SUPPORTED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 6. DESIGN JOISTS FOR INTERNAL ROOF DRAIN LINE LOCATIONS, IF REQUIRED. ADD DRAIN LINE WEIGHT OF 50 PLF FOR 8 INCH DIAMETER AND SMALLER, ADD 75 PLF FOR 10 INCH DIAMETER, ADD 102 PLF FOR 12 INCH DIAMETER, ADD 122 PLF FOR 14 INCH DIAMETER, ADD 200 PLF FOR 18 INCH DIAMETER. REFERENCE MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATION. 7. JOIST DESIGNS SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. THE JOIST DESIGN ENGINEER SHALL BE EMPLOYED OR RETAINED BY THE JOIST MANUFACTURER. 8. SHOP DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT AND THE ENGINEER -OF -RECORD PRIOR TO JOIST FABRICATION. 9. JOIST TOP CHORD EXTENSIONS SHALL BE DESIGNED FOR THE LOADS SHOWN ON THE STRUCTURAL DOCUMENTS. THE ASSUMED DEPTH OF THE EXTENSIONS ARE NOTED ON THE STRUCTURAL DRAWINGS. THE JOIST MANUFACTURER SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE ASSUMED DEPTH IS INADEQUATE FOR THE LOADING SHOWN. wallace .1 Wallace Engineering Structural Consultants, Inc Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 10. JOIST MANUFACTURER SHALL DESIGN AND SPECIFY UPLIFT BRIDGING. C A ProicLA QUI. STEEL DECK 1. STEEL DECK AND ITS ANCHORAGE SHALL BE MANUFACTURED AND ERECTED PER THE STEEL DECK INSTITUTE (SDI) MANUALS FOR "ROOF DECK DESIGN", "FLOOR DECK DESIGN" AND "DIAPHRAGM DESIGN", CURRENT EDITION. 2. STEEL ROOF DECK A. STEEL ROOF DECK SHALL BE GALVANIZED TYPE "B" UNLESS NOTED OTHERWISE. DEPTH SHALL BE AS SHOWN IN THE CONTRACT DOCUMENTS. B. ROOF DECK IS REQUIRED TO ACT ASA DIAPHRAGM. CONNECTIONS SHALL BE IN ACCORDANCE WITH STEEL DECK INSTITUTE SPECIFICATIONS. REFER TO THE ROOF DIAPHRAGM CONNECTION DIAGRAM FOR ATTACHMENT. C. DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF (3) SPANS UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. DECK SPLICES ARE TO BE OVER SUPPORTS. D. NO HANGING LOADS SHALL BE ATTACHED TO ROOF DECK. COLD FORMED METAL FRAMING 1. COLD FORMED METAL FRAMING AND THE CONNECTIONS TO THE STRUCTURE SHALL BE PER DETAILS PROVIDED ON CONTRACT DOCUMENTS AND PER SHEET SO.3 2. ALL COLD FORMED METAL FRAMING SHALL HAVE A MINIMUM THICKNESS OF 33 MILS (20 GA) AND SHALL BE SPACED AT A MAXIMUM OF 16 INCHES ON CENTER UNLESS D NOTED OTHERWISE IN CONTRACT DOCUMENTS AND SHALL MEET THE MINIMUM STRUCTURAL PROPERTIES FROM THE AMERICAN IRON AND STEEL INSTITUTE - NORTH AMERICAN STANDARD FOR COLD -FORMED STEEL FRAMING LATEST EDITION. MINIMUM FLANGE WIDTH OF FRAMING MEMBERS SHALL BE 1 5/8 INCH AND THE LIP LENGTH OF THE C -SHAPE PORTION SHALL BE A MINIMUM OF 1/2 INCH. 3. WALL STUDS AS BACKING TO MASONRY VENEER SHALL SHALL HAVE A MINIMUM THICKNESS OF 43 MILS (18 GA). 4. COLD FORM METAL FRAMING SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS NOTED OTHERWISE: ASTM SPECIFICATION A. 54 MILS (16 GA) AND HEAVIER A1003, GRADE 50 TYPE H (ST50H) B. 43 MILS (18 GA) AND LIGHTER A1003, GRADE 33 TYPE H (ST33H) C. ACCESSORIES, TRACK AND OTHER MEMBERS A1003, GRADE 33 TYPE H (ST33H), MINIMUM 5. DO NOT WELD 33 MILS (20 GA) AND LIGHTER FRAMING, UNLESS SPECIFICALLY NOTED IN THE CONTRACT DOCUMENTS. 6. COLD FORMED METAL FRAMING AND BRACING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND SPECIFICATIONS. 7. HORIZONTAL BRACING FOR WALL STUDS SHALL BE PLACED AT 48 INCHES ON CENTER OR AS PER MANUFACTURER'S WRITTEN RECOMMENDATIONS IF LESS THAN 48 INCHES ON CENTER. HORIZONTAL BRIDGING FOR JOISTS SHALL BE PLACED AT 8'-0" ON CENTER OR AS PER MANUFACTURER'S WRITTEN RECOMMENDATIONS IF LESS THAN 8'-0" ON CENTER. APPLIED FINISH MATERIALS SHALL NOT BE CONSIDERED BRIDGING OR FLANGE BRACING UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. 8. ALL AXIALLY LOADED WALL STUDS SHALL HAVE FULL FLANGE BEARING AGAINST UPPER AND LOWER TRACK WEB PRIOR TO ATTACHMENT TO TRACK. SPLICES IN AXIALLY E LOADED WALL STUDS ARE NOT ALLOWED. 9. TRACK SHALL BE 54 MILS (16 GA) MINIMUM FOR WALL STUDS 54 MILS (16 GA) OR LIGHTER. TRACK SHALL MATCH WALL STUD THICKNESS FOR WALL STUDS 68 MILS (14 GA) AND HEAVIER. TRACKS SHALL BE ANCHORED AS FOLLOWS: TO STEEL - HILTI X -U (ESR -2269), 0.157 INCH DIAMETER KNURLED SHANK FASTENERS AT 16 INCHES ON CENTER OR APPROVED EQUAL, UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. TO CONCRETE - HILTI X -U (ESR -2269),0.157 INCH DIAMETER KNURLED SHANK FASTENERS AT 16 INCHES ON CENTER WITH 1 1/2 INCH EMBEDMENT OR APPROVED EQUAL, UNLESS NOTED OTHERWISE IN CONTRACT DOCUMENTS. 10. CONNECTIONS SHALL CONSIST OF ANY OF THE FOLLOWING AS NOTED IN THE CONTRACT DOCUMENTS: A. SELF -DRILLING SCREWS OF TYPE AND SIZE AS SHOWN IN THE CONTRACT DOCUMENTS. B. WELDS SHALL BE PERFORMED BY OPERATORS QUALIFIED IN ACCORDANCE WITH SECTION 6.0 OF AWS D1.3, SHEET METAL. POST INSTALLED ANCHORS 1. ANCHORS SHALL ONLY BE INSTALLED WHERE SPECIFIED ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST INSTALLED ANCHORS IN PLACE OF MISSING OR MIS -PLACED CAST -IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCING. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE EOR PRIOR TO COMPLETION OF WORK. F 2. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA WITH DESIGN VALUES AND PHYSICAL PROPERTIES FOR ALL POST INSTALLED ANCHORS. ADDITIONALLY, THE CONTRACTOR SHALL SUBMIT CERTIFIED ICC ES OR ESR REPORTS WHICH VERIFY COMPLIANCE WITH THE SPECIFIED CRITERIA. 3. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED ON THE CONTRACT DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE STRUCTURAL ENGINEER ALONG WITH CALCULATIONS THAT ARE SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION AND LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARDS AS REQUIRED BY THE BUILDING CODE. 4. ALL HOLES SHALL BE DRILLED, DRY AND CLEANED AND ANCHORS SHALL BE INSTALLED IN ACCORDANCE PER ANCHOR MANUFACTURER'S WRITTEN SPECIFICATIONS. THE LATEST VERSION OF THE WRITTEN MANUFACTURER'S SPECIFICATION SHALL BE ON-SITE AND FOLLOWED DURING THE INSTALLATION OF THE ANCHORS. 5. THE ANCHOR EMBEDMENT DEPTH SHALL BE DEFINED AS THE DEPTH FROM THE SURFACE FACE OF THE LOAD BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR AFTER THE ANCHOR HAS BEEN FULLY INSTALLED INTO THE HOLE PER MANUFACTURER'S SPECIFICATIONS. o. F' •. F ti• 0 2• 42548 Digitally signed �FSS�O � •'�•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' U) co N Drawn By: CDH UO JW/ML Scale: 3/4" = V-0" Date: J N CY) CY) O Z r, > Q O °° �0 00 70_ CY z W0 - E 0 o� N O T ■ Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 6. ANCHORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL. PbbO«qss 7. CONTRACTOR SHALL FOLLOW THE LATEST VERSION OF MANUFACTURER'S SPECIFICATION DURING INSTALLATION OF ANCHORS. 8. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED BY PERSONNEL CERTIFIED BY THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. BRICK VENEER NOTES a G 1. PROVIDE MINIMUM 1" AIRSPACE BETWEEN BRICK AND SHEATHING. ��//d��9 ��J�y\c 2. MORTAR SHALL COMPLY WITH ASTM C270, TYPE N OR S. 3. REFERENCE ARCHITECTURAL FOR ADDITIONAL BRICK NOTES AND/OR REQUIREMENTS. BRICK ANCHOR REQUIREMENTS: 4. MINIMUM W1.7 (9 GAGE, MW11) ADJUSTABLE WIRE ANCHORS, HOT DIPPED GALVANIZED, TWO PIECE PER ASTM A-153, CLASS B-2. 5. ANCHORS ATTACHED TO STEEL STUDS THROUGH SHEATHING, NOT SHEATHING ALONE 6. PROVIDE MINIMUM ONE ANCHOR PER 7.33 FT2 OF WALL AREA MAXIMUM VERTICAL SPACING IS 18" O.C. MAXIMUM HORIZONTAL SPACING AT 18" O.C.. DEFERRED STRUCTURAL SUBMITTALS (IBC 2012 SECTION 107.3.4.1) 1. THE FOLLOWING STRUCTURAL COMPONENTS SHALL BE DESIGNED AND SUBMITTED BY OTHERS FOR APPROVAL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. A. STEEL JOISTS AND JOIST GIRDERS. 2. DOCUMENTS FOR DEFERRED STRUCTURAL SUBMITTAL ITEMS SHALL BE DESIGNED, SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. THE DEFERRED SUBMITTAL DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER -OF -RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL AS REQUESTED WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED FOR DESIGN LOADS AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN CRITERIA OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 8 M Sheet Title: H Sheet #: GENERAL NOTES S001 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED No. Description Project No.: Date 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: 3/4" = V-0" Date: 7/8/19 Filename: Sheet Title: H Sheet #: GENERAL NOTES S001 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: .DO • .. 2: A 09A S2 -o: / / :cl:7 A Project for: '�`: Digitally signed �FSS�O •'c-Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' U z z w O J 70 rr Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 rbobAsso i .Q ing D\ J\y\c No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: Date: 7/8/19 Filename: Sheet Title STRUCTURAL SPECIAL INSPECTIONS Sheet #: S002 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: .DO • .. 2: A 09A S2 -o: / / :cl:7 A Project for: '�`: Digitally signed �FSS�O •'c-Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' U z z w O J 70 rr Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbo i OF .Q No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: 3/4" = V-0" Date: 7/8/19 Filename: Sheet Title TYPICAL DETAILS Sheet #: S020 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED Wallace Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: R�0�0 � �00 • ICFNsFo •• F ; 2: 42548 A Project for: '�`: Digitally signed �FSS�O •'C•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' 06 N U� 0 J Z Q� 70■- Z rr LLI Project No.: 0) Drawn By: CDH Reviewed By: J Q. ■ � Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbot i •O No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: As indicated Date: 7/8/19 Filename: Sheet Title MISC DETAILS Sheet #: S030 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED A I1 B C N E F 10 H 2 COL. N C.L. 0 0 � O COL. w C.L. o C, LU 0 0 5/16 EQ EQ LENGTH "L" BASE PLATE TYPE A 3 COL. C�L. 1 1/2" N li 6" 1 1/2" 0 0 0 COL. >0 0 0 0 C.L. N ~ EQ EQ 5/16 LENGTH "L" 4 5 LU MARK STEEL COLUMN SCHEDULE yr Y COL. lam' U SIZE MARK TYPE TYPE C L. L NUMBER ANCHOR RODS DIA. EMBED li 2" 7" 7" 2" 3/16 T. 10" 0'-10" 4 N 1' - 0" C3 HSS5X5X1/4 C COL. T-2" 4 3/4" 1' - 0" C4 HSS5-1/2X5-1/2X3/8 B C.L. T-51/2" 6 3/4" °❑ ° C5 C� B 3"3" 1'-1" 6 - o – C6 – – 1" 14" w – COL. 3/4" 1' - 0" C7 HSS7X5X1/2 B 1 1/2" 14" T-6" 6 1 1/4" 2' - C.L. 1 1/2" 1 1/2" o o❑ o O w .� 1/2" TYP. C141 /2 0 o LENGTH "L" Lo— COL. o C.L. 1/2"x3"x3" PL WASHER BASE PLATE TYPE D WITH STANDARD HOLE, TYP 4 /2" LENGTH 5/16 TOP OF CONCRETE "L" BASE PLATE TYPE C PROJECTION AS REQUIRED = LU J o DIAMETER z w LU MARK STEEL COLUMN SCHEDULE NOTES WIDTH U SIZE MARK TYPE TYPE BASE PLATE T W L NUMBER ANCHOR RODS DIA. EMBED C1 HSS5X5X3/8 A T. 10" 0'-10" 4 3/4" 1' - 0" C3 HSS5X5X1/4 C T. 14" T-2" 4 3/4" 1' - 0" C4 HSS5-1/2X5-1/2X3/8 B T. 6" T-51/2" 6 3/4" 1' - 0" C5 HSS4X4X5/16 B T. 5" 1'-1" 6 3/4" 1' - 0" C6 HSS5-1/2X5-1/2X3/8 C 1" 14" T-2" 4 3/4" 1' - 0" C7 HSS7X5X1/2 B 1 1/2" 14" T-6" 6 1 1/4" 2' - 1" LU MARK SIZE REINFORCING NOTES WIDTH U SIZE WF1 2'- 0" U)F1554 #6 GR. 36 ANCHOR Z UJ z F2 ROD, RE: COLUMN o 1'- 8" 5 #6 EW, BOT. SCHEDULE FOR DIA. UJ 0 1'- 8" 5 #6 LONG. #6 AT 12" O.C. TRANS. MO CY ASTM A563 GRADE A UJ w HEAVY HEX NUT 00 o� CZ TACK WELD NUT TO PREVENT Q. ROTATION ANCHOR ROD 2COLUMN SCHEDULE, ANCHOR ROD AND BASE PLATE DIAGRAMS 3/4" = 1'-0" 1 2 23'- 0" 33'- 4 1/2" 1 (t EMBED (t COOL. r—T 1 1 ol FOUNDATION PLAN 1 3/16" = 1'-0" 1 12 CONTRACTOR EXTEND PEDESTAL TO PICKUP – 6 7 8 CONTINUOUS FOOTING SCHEDULE MARK SIZE REINFORCING NOTES WIDTH THICKNESS QUANTITY SIZE WF1 2'- 0" 1'- 8" 3 #6 BOT. 0 FOUNDATION SCHEDULES v 3/4" = 1'-0" 9 10 FOUNDATION PLAN NOTES 1. REFERENCE ARCHITECTURAL PLANS FOR DIMENSIONS NOT SHOWN. COORDINATE SLAB ELEVATIONS AND SLOPES WITH ARCHITECTURAL PLANS. 2. REFERENCE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF SLAB PENETRATIONS. 3. REFERENCE THIS SHEET FOR FOOTING (F) AND COLUMN (C) SCHEDULES. 4. SLAB AND WALL BLOCKOUTS AT COLUMNS SHALL BE SIZED AS REQUIRED TO PROPERLY INSTALL AND CONNECT COLUMNS. 5. REFERENCE CIVIL DRAWINGS AND SPECS AND GEOTECHNICAL REPORT FOR MOISTURE CONDITIONING, OVEREXCAVATION, COMPACTION AND FILL MATERIAL REQUIREMENTS BELOW FOUNDATIONS AND SLABS. 6. REFERENCE 2-S101 FOR BASE PLATE, COLUMN SIZE AND ANCHOR RODS. 7. REFERENCE 9-S300 FOR CMU SCREENWALL AND FOUNDATION AT TRASH ENCLOSURE REF ARCH FOR LOCATION.. 8. REFERENCE 1-S030 FOR TYP. WALL FRAMING INCLUDING HEADER AND JAMBS AT OPENINGS. 9. FLOOR CONSTRUCTION IS 4" CONCRETE SLAB -ON -GRADE REINFORCED WITH #3 AT 18" EACH WAY OR 6x6 W2.1xW2.1 WWF ON 10 MIL. VAPOR BARRIER ON MIN. 4" OF 3/4" CLEAN, GRADED ROCK. 10. TOP OF SLAB ELEVATION = 100'-0" (REFERENCE ONLY) 11. CONTROL JOINTS (1/4 SLAB DEPTH) AT 10'-0" MAX, BOTH WAYS (NOT SHOWN FOR CLARITY, RE: 1-S020. 12. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION ELEVATIONS AND STEP FOUNDATION PER SITE CONDITIONS TO MAINTAIN MIN. EXTERIOR BEARING DEPTH, RE: 5-SO20 13. ALL DIMENSIONS ARE TAKEN FROM GRIDLINES. 14. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, EXTERIOR FINISHES AND ADDITIONAL NOTES 3 4 119'- 6" 33'- 4 1/2" (t COL. (t COL. 6'-11" (tCOL. 5'-11" 1 4'-71/2" 29'-9" ell COL. 3'- 6" 3 'I \S30GF I� C4 Fll m O I SIM. 0 co 3 14 15 16 17 18 19 110 T.O.F.=97'-0", EXTERIOR, U.N.O. RE: NOTE #12, TYP. A B Seal: wal&ce Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 r;�51D p..I 'F 2• 42548 Fs.,••• diglta ly signed o S� C•, ax Max hnffan Lehman Date: 2021.02.01 16:23:16-07'00' C n rnUJcL;L 1U1. U) FOOTING SCHEDULE 06 MARK WIDTH SIZE LENGTH REINFORCING THICKNESS QUANTITY SIZE INFO NOTES F1 4'- 0" 4'- 0" 1'- 8" 4 #6 EW, BOT. F2 5'- 6" 5'- 6" 1'- 8" 5 #6 EW, BOT. F3 5'- 6" 20'- 0" 1'- 8" 5 #6 LONG. #6 AT 12" O.C. TRANS. 0 FOUNDATION SCHEDULES v 3/4" = 1'-0" 9 10 FOUNDATION PLAN NOTES 1. REFERENCE ARCHITECTURAL PLANS FOR DIMENSIONS NOT SHOWN. COORDINATE SLAB ELEVATIONS AND SLOPES WITH ARCHITECTURAL PLANS. 2. REFERENCE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF SLAB PENETRATIONS. 3. REFERENCE THIS SHEET FOR FOOTING (F) AND COLUMN (C) SCHEDULES. 4. SLAB AND WALL BLOCKOUTS AT COLUMNS SHALL BE SIZED AS REQUIRED TO PROPERLY INSTALL AND CONNECT COLUMNS. 5. REFERENCE CIVIL DRAWINGS AND SPECS AND GEOTECHNICAL REPORT FOR MOISTURE CONDITIONING, OVEREXCAVATION, COMPACTION AND FILL MATERIAL REQUIREMENTS BELOW FOUNDATIONS AND SLABS. 6. REFERENCE 2-S101 FOR BASE PLATE, COLUMN SIZE AND ANCHOR RODS. 7. REFERENCE 9-S300 FOR CMU SCREENWALL AND FOUNDATION AT TRASH ENCLOSURE REF ARCH FOR LOCATION.. 8. REFERENCE 1-S030 FOR TYP. WALL FRAMING INCLUDING HEADER AND JAMBS AT OPENINGS. 9. FLOOR CONSTRUCTION IS 4" CONCRETE SLAB -ON -GRADE REINFORCED WITH #3 AT 18" EACH WAY OR 6x6 W2.1xW2.1 WWF ON 10 MIL. VAPOR BARRIER ON MIN. 4" OF 3/4" CLEAN, GRADED ROCK. 10. TOP OF SLAB ELEVATION = 100'-0" (REFERENCE ONLY) 11. CONTROL JOINTS (1/4 SLAB DEPTH) AT 10'-0" MAX, BOTH WAYS (NOT SHOWN FOR CLARITY, RE: 1-S020. 12. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION ELEVATIONS AND STEP FOUNDATION PER SITE CONDITIONS TO MAINTAIN MIN. EXTERIOR BEARING DEPTH, RE: 5-SO20 13. ALL DIMENSIONS ARE TAKEN FROM GRIDLINES. 14. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, EXTERIOR FINISHES AND ADDITIONAL NOTES 3 4 119'- 6" 33'- 4 1/2" (t COL. (t COL. 6'-11" (tCOL. 5'-11" 1 4'-71/2" 29'-9" ell COL. 3'- 6" 3 'I \S30GF I� C4 Fll m O I SIM. 0 co 3 14 15 16 17 18 19 110 T.O.F.=97'-0", EXTERIOR, U.N.O. RE: NOTE #12, TYP. A B Seal: wal&ce Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 r;�51D p..I 'F 2• 42548 Fs.,••• diglta ly signed o S� C•, ax Max hnffan Lehman Date: 2021.02.01 16:23:16-07'00' C n rnUJcL;L 1U1. U) 06 N U O J CY) CY) 0 D Z ^♦ W Q O Q � 0U 0 MO CY N Z- W 0 00 o� CZ 0 T ■ Q. E Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive F Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 e Ibbott Asso 0 G No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: As indicated Date: 7/8/19 Filename: Sheet Title H FOUNDATION PLAN Sheet #: S101 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: .DO • .. 2: A 09A S2 -o: / / :cl:7 A Project for: ': Digitally signed 'C-Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' U z z w O J 70 rr Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbot i •O No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: As indicated Date: 03/17/20 Filename: Sheet Title FOUNDATION WALL AND SLAB PLAN Sheet #: S102 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: A Project for: 2: 42548 ': Digitally signed 'C•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' 06 N U� 0 J Z Q� 70■- Z rr LLI Project No.: 0) Drawn By: CDH Reviewed By: J Q. ■ � Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbot i •O No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: 3/16" = V-0" Date: 7/8/19 Filename: Sheet Title LOW STEEL FRAMING PLAN Sheet #: S201 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED A I1 B 2 3 2 3 4 4 a -- a -- I C 1 2 3 NET UPLIFT DIAGRAM 1/16" = 1'-0" N E F 10 H a— ' (a— 3 4 0 —0 5 5 NET WIND UPLIFT ROOF ZONE 1 = 12.6 PSF ASD (0.6W) N ROOF ZONE 2 = 23.9 PSF ASD (0.6W) J ROOF ZONE 3 = 23.9 CY) CY) D Z PSF ASD (0.6W) Q 6 2 a- 7 4 5 18 GA. 22 GA. 18 GA. n 2 DECK GAGE PLAN 3/4" = 1'-0" 8 9 10 ROOF FRAMING PLAN NOTES 1. REFERENCE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF DECK PENETRATIONS. 3-S404 FOR OPENING LARGER THAN 10"x10" AND 4-S404 AT OPENING 10"x10" OR SMALLER. 2. NO HANGING LOADS SHALL BE APPLIED TO ROOF DECK. 3. REFERENCE 3-S400 FOR JOIST REINFORCING DETAIL AT ALL LOCATIONS WHERE CONCENTRATED LOADS ARE 3" OR GREATER FROM JOIST PANEL POINTS. 4. JOIST MANUFACTURER SHALL COORDINATE MECHANICAL DUCT LOCATIONS TO AVOID CONFLICT WITH BRIDGING. 5. REFERENCE SHEET S404 FOR ROOF OPENING DETAILS FOR RTU, MAU, ROOF DRAIN, EF, AND ROOF HATCH SUPPORT FRAMING. 6. REFER TO PLAN FOR TOP OF STEEL ELEVATIONS. 7. ROOF DECK: 1 1/2" TYPE B DECK 36/7 PATTERN. RE: 2-S202 FOR DECK GAGE RE: 1-S404 FOR DIAPHRAGM CONNECTION DIAGRAM. 8. STEEL BEAMS SHALL NOT BE CAMBERED UNLESS INDICATED CALLOUT. PROVIDE CONT. L5X5X3/8 EDGE ANGLE ALONG ENTIRE PERIMETER OF ROOF. RE: EDGE ANGLE SPLICE DETAIL, 2-S404 9. REFERENCE 6-SO20 FOR BRICK LOOSE LINTEL SCHEDULE AT ALL OPENINGS WITH BRICK. 10. MECHANICAL SUPPLIER TO PROVIDE CURB DETAIL/DESIGN TO SPAN BETWEEN SUPPORTING JOISTS. IT IS THE RESPONSIBILITY OF THE MECHANICAL SUPPLIER TO VERIFY IF CURB NEEDS ADDITIONAL SUPPORTS BETWEEN JOISTS. RE: 5-S404 FOR CURB SUPPORT AS REQUIRED. 11. RE: 3-202 FOR ROOF WIND UPLIFT AT PERIMETER. 1 2 3 4 5 1 119'- 6" 23'- 0" 33'- 4 1/2" 33'- 4 1/2" 29'- 9" 1/•II0T rAAAII ICAP`TI I13C13 2 63 4 5 1 ol ROOF FRAMING PLAN 1 3/16" = 1'-0" 1 12 13 14 15 16 17 18 19 110 UN O u0m A wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 B Seal: DO L 14 2• 42548 digita ly signed S� C•Eax Max hAn Lehman Date: 2021.02.01 16:23:16-07'00' C h rIIJJCL:L IIJI. U) 06 N Uo J (6o CY) CY) D Z ^ ♦ W Q 0 00 Q � 00 0 MO C a� z LLI .- r 0 0 o Cz T ■ J Q. ■ � E Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive F Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 �pbbott .1 i O G No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: As indicated Date: 7/8/19 Filename: Sheet Title: H ROOF FRAMING PLAN Sheet #: S202 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED A 1 B C 2 GRID 2'-6" 3 (8) #7 VERT. WITH STD ACI HOOK T&B 2" CLR. 1 #3 TIES AT 8" O.C. TYP. � I _7 N I CMU OR CONC. STEM WALL TYP. EXTEND HORIZ. WALL REINF. THROUGH PEDESTAL (IF APPLICABLE) 01 ol PEDESTAL REINFORCEMENT GRID CL OF STEMWALL/FOUNDATION D 600S162-54 AT 16" O.C. WALL STUDS FINISH, RE: BOTTOM TRACK, RE: GENERAL ARCH ��li NOTES AND 3-SO30 SLAB, RE: PLAN T.O. PAVING/GRADE T.O. WALL/SLAB RE: CIVIL RE: PLAN c� RE: CIVIL FOR # 5 DOWELS x LOCATION AND AT 24" O.C. LL E ELEVATION OF PAVING GRADE STD. HOOK AND BOTTOM TOP T.O.F. RE: PLAN C,, U RE: FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE AND REINFORCEMENT RE: FDN. PLAN 3" F CLR. „L„ Q FOUNDATION DETAIL AT STUD WALL 4 COLUMN/BASE GRID PLATE, RE: PLAN WALL BEYOND T.O. PAVING/GRADE ---------- '5J ------- -- RE: CIVIL RE: CIVIL FOR LOCATION AND ELEVATION OF PAVING GRADE d J U 11/S300 T.O.F ' RE: PLAN ~ - m U 3" CLR. 10 COLUMN AT BRACED FRAME 3/4" = 1'-0" 6 CL OF STEMWALL/FOUNDATION/PEDESTAL 2-0 SLAB, RE: PLAN o N T.O. WALL/SLAB RE: PLAN IT 0 J' 1 1 T.O. PEDESTAL RE: PLAN GRID JAMB STUDS COLUMNEDGE OF RE: PLAN OPENING BOTTOM TRACK L5x3x3/8 x 0'-6" 3/16 V4 WW WW WHEN BASE PLATE IS \ WITHIN 4" OF OPENING PROVIDE ANGLE SEAT FOR STUD TRACK -7TYPICAL FOUNDATION DETAIL PROVIDE 3 TIES WITHIN THE FIRST 5" CONTINUE CONTINUOUS WALL FOOTING REINFORCING THROUGH ALL COLUMN PAD FOOTINGS RE: FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE AND REINFORCEMENT 7 (4) #10 SCREWS TYP STUD -TO -STUD CONNECTION ---------- – -- . Xi ------- i . I . FINISH, RE: ARCH U i T.O. PAVING/GRADE N RE: CIVIL RE: CIVIL FOR LOCATION AND ELEVATION OF PAVING GRADE ADD AN 6" RE: PLAN ADDITIONAL #6 CONT. T.O.F. RE: PLAN ch U 3/16 4 3" CLR. tZFOUNDATION DETAIL AT PILASTER V 3/4" = 1'-0" % 3/4" = 1'-0" V 3/4" = 1'-0" GRID GRID CL OF STEMWALL/FOUNDATION CL OF STEMWALL/FOUNDATION 60OS162-54 AT 16" O.C. COLUMN/BASE WALL STUDS WALL BEYOND PLATE, RE: PLAN I WALL BEYOND COLUMN/BASE AT STOREFRONT, PLACE COLUMN 8" DOWN RE: 7-S300 IF PLATE, RE: PLAN - BOTTOM TRACK, RE: GENERAL AND TURN DOWN SLAB. PROVIDE #5 DOWELS EACH SIDE OF BASEPLATE. EXTEND SLAB OCCUR AT JAMB STUDS NOTES AND 3-S030 i t TURNDOWN 2'-0" EACH SIDE OF BASE PLATE 2-0 COLUMN SLAB, RE: SLABRE: PLAN o U SLAB, RE: PLAN, PLAN N _ COLUMN BLOCKOUT RE: T.O. PAVING/GRADE iv T.O. WALL/SLAB TYPICAL COLUMN T.O. WALL/SLAB T.O. PAVING/GRADE T.O. WALL/SLAB RE: CIVIL RE: PLAN BLOCKOUT DETAIL RE: PLAN RE: CIVIL RE: PLAN ------- -- 00 ~ 1 T.O. WALL NON -SHRINK GROUT BELOW COLUMN = 1 RE: PLAN RE: CIVIL FOR # 5 DOWELS x BASEPLATE. PLACE # 5 DOWELS x _ RE: CIVIL FORJ AT 24" O.C. � LOCATION AND U � � LOCATION AND AT 24" O.C. � IMMEDIATELY AFTER C� ELEVATION OF COLUMN IS PLUMB STD. HOOK ELEVATION OF iv # 5 DOWELS x J o PAVING GRADE STD. HOOK PAVING GRADE AT 24" O.C. J LINE OF CONT. "' WALL BEYOND NO PAD FOOTING AT STD. HOOK (4) #5 CONT. (2) TOP SIM. ONLY THE AND BOTTOM _T (4) #5 CONT. (2) TOP CONTINUOUS FOOTING AND BOTTOM (4) #5 CONT. (2) TOP T.O.F. AND BOTTOM ijkT.O.F. RE: PLAN RE: PLAN U)TH o CONTINUE CONTINUOUS _ CONTINUE CONTINUOUS w = U WALL FOOTING Z U - � WALL FOOTING ~ _ Y cn `� J RE: FOUNDATION PLAN AND _ - �, J REINFORCING THROUGH U U J REINFORCING THROUGH U ALL COLUMN PAD = w - SCHEDULE FOR FOOTING U ALL COLUMN PAD m SIZE AND REINFORCEMENT FOOTINGS FOOTINGS RE: FDN. RE: FDN. RE: FOUNDATION PLAN AND PLAN RE: FOUNDATION PLAN AND PLAN 3„ SCHEDULE FOR FOOTING LINE OF CONT. 3„ SCHEDULE FOR FOOTING FOOTING BEYOND SIZE AND REINFORCEMENT CLR. L SIZE AND REINFORCEMENT CLR. "L" 01 0 COLUMN AT STOREFRONT BRICK, RE: ARCH G U J T.O. PAVING/GRADE N RE: CIVIL RE: CIVIL FOR LOCATION AND ELEVATION OF PAVING GRADE 6" i T.O.F. Erl H RE: PLAN m U RE: FDN. 3" PLAN CLR. "L" FOUNDATION DETAIL AT BRICI 8 600S162-54 AT 16" OC BRACE AT QUARTER POINTS 600S162-54 AT 16" O.C. WALL STUDS BOTTOM TRACK, RE: GENERAL NOTES AND 3-SO30 SLAB, RE: PLAN T.O. WALL/SLAB RE: PLAN c� # 5 DOWELS x AT 24" O.C. D STD. HOOK LINE OF CONT. WALL BEYOND (4) #5 CONT. (2) TOP AND BOTTOM, TYP. RE: FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE AND REINFORCEMENT LINE OF CONT. FOOTING BEYOND 9 6'-0" MAX. 1 RE: ARCH. 9 GA. HORIZ. TRUSS -TYPE WIRE REINF. AT 16" O.C. BRICK VENEER, RE: ARCH. T.O. CONC. ELEV. RE: CIVIL GRADE 10 A RE: ARCH FOR PRECAST CAP 8" CMU WALL (1) #6 AT 24" O.C. FULLY LAP IN CONC STEM WALL WITH CONC STEM WALL REINF. BOND BEAM WITH (1) #5 x CONT. AT GRADE AND T.O.W. CONC SLAB, RE: CIVIL FOR B RE: CIVIL LOCATION AND Seal: ARCH FOR SIZE LU C9 RE: CIVIL _ o # 5 DOWELS x z U 2„ AT 24" O.C. rn CLR. STD. HOOK a 0 i J m � (4)-#5 CONT. (2) TOP AND BOTTOM N J T.O.F. U 41 RE: PLAN (h J 1' - 0" #6 AT 12" O.C. TOP PROVIDE SLEEVE 3 CLR. AND BOTTOM IN FOUNDATIONAS REQUIRED FOR (4)-#6xCONT. TOP GATE POST 4'- 0" x CONT. AND BOTTOM 9TRASH ENCLOSURE DETAIL 3/4" = 1'-0" GRID CL OF STEMWALL/FOUNDATION STOREFRONT, RE: ARCH. T.O. PAVING/GRADE C :10631I RE: CIVIL FOR z_ LOCATION AND ELEVATION OF o PAVING GRADE i i0 T.O.F. RE: PLAN (h J SLAB, RE: PLAN T.O. WALL/SLAB RE: PLAN # 5 DOWELS x AT 24" O.C. E STD. HOOK — (4) #5 CONT. (2) TOP AND BOTTOM RE: FOUNDATION PLAN AND wal&ce Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 C n rnUJcL;L 1U1. SCHDEULE FOR FOOTING SIZE AND REINFORCEMENT RE: FDN. PLAN 3" CLR. "L" a FOUNDATION DETAIL AT STOREFRONT FOUNDATION DETAIL AT COLUMN 't 3/4" = 1'-0" v 3/4" = 1'-0" 1 2 3 4 5 6 7 DO L 14 2: 42548 Fs.,.., digita ly signed 8/oC•E ax Max hrlarl Lehman Date: 2021.02.01 16:23:16-07'00' Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive F Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 C.L. OF COLUMN AND SPREAD FTG. GRID ypbbottAs. c'di��`"' 06 N CAA UO G fit,• roc i/q�ng D`J�g ANCHORS BELOW TOP OF N 00 z r, � > Q °° � 00 0 RE: PLAN FOR SLAB No. Description N z UJ Project No.: 0 Drawn By: 0 o� N Reviewed By: O T T.O. SLAB ELEV. 'ilk • RE: PLAN ■ 3/4° = V-0° Date: 7/8/19 T.O. FTG. ELEV. Filename: Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive F Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 C.L. OF COLUMN AND SPREAD FTG. GRID ypbbottAs. c'di��`"' RE: COLUMN SCHEDULE FOR CAA COLUMN, BASEPLATE AND ANCHOR ROD WATERPROOF COLUMN AND G fit,• roc i/q�ng D`J�g ANCHORS BELOW TOP OF SLAB WITH ASPHALTIC MASTIC RE: PLAN FOR SLAB No. Description Date THICKNESS AND REINFORCING Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML T.O. SLAB ELEV. 'ilk • RE: PLAN Scale: 3/4° = V-0° Date: 7/8/19 T.O. FTG. ELEV. Filename: RE: PLAN USE TOP REINF. IF REQUIRED IN SCHED. FOOTING, RE: FOOTING 3" CLR. 3" CLR. SCHEDULE FOR SIZE AND LENGTH (x WIDTH), SPACING OF REINFORCING RE: SCHED. ol FOUNDATION SECTION 3/4" = 1'-0" 8 9 10 Sheet Title: H FOUNDATION DETAILS Sheet #: S300 ©G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED A 1 B C N E F 2 TYP. INSTALL TOP AND BOTTOM CHORD BRIDGING PER SJI REQUIREMENTS. DO NOT WELD BRIDGING TO WEB MEMBERS. INSTALL BOTTOM CHORD BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINTS PER SJI REQUIREMENTS. CONTRACTOR NOTE: BRIDGING AND WEB MEMBERS ARE NOT DESIGNED FOR LOADS OTHER THAN AXIAL. NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. ALL LOAD ATT)RefMENT SHALL BE TO JOIST CHORDS ONLY RE: 3 V AT 2 1/2" SEAT JOIST DRAG STRUT V 3/4" = 1'-0" TYPICAL JOIST BRIDGING DIAGRAM TYPICAL HORIZ. BRIDGING DETAILS 3/16" = 1'-0" GRID 4 "" ",-6" CONTINUITY 5 ANGLES EA. SIDE PROVIDED BY JOIST MFR. (Fy = 50 KSI) NOTE: 1. PROVIDE SIMILAR TOP CHORD 1/4 THICKNESS WITHIN 1/8" TO DLL ACCOMMODATE WELDING OF CONTINUITY ANGLE AS SHOWN 2. CONTINUITY ANGLES DESIGNED THICKNESS AND LENGTH FOR AXIAL LOAD ONLY 3. JOIST MFR. TO DESIGN JOISTS TO ON COLUMN ACCOMMODATE ANYH MOMENTS 3/8"x4"x0'-6" AT K -JOISTS 5/8"x6"x0'-8" AT LH -JOISTS DUE TO ECCENTRICITIES LH, DLH 7-17 BETWEEN TOP CHORD AND 1/4 CONTINUITY ANGLE G NOTE: PROVIDE JOIST REINFORCING IN ACCORDANCE WITH 3" OR GREATER THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 LBS. THIS INCLUDES LOADS THAT ARE SHOWN ON THE STRUCTURAL FRAMING PLAN AND CONCENTRATE LOADS THAT ARE NOT SHOWN ON THE STRUCTURAL D LOAD, RE: FRAMING PLAN. ANY POINT LOAD IN EXCESS OF 100 NOTE LBS. SHALL BE VERIFIED BY THE ENGINEER OF RECORD. H JOIST MANUFACTURER END OF ROW ANCHORAGE TO BEAM CONCENTRA E TYP. EACH 1/8 D LOAD, RE: END EACH NOTE PANEL POINT, TYP ANGLE 1/8 'OR GREATE CONTRACTOR PROVIDE AND INSTALL FIELD STRUT L2x2xl/4 EACH SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND THE OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD, TYP. JOIST REINFORCING DETAIL 3/4" = 1'-0" 1 2 3 EA. END, EA. ANGLE 1/8 X -BRIDGING: REQUIRED L2x2x3/16 (MAX. LENGTH = 6-0") OPENING L3x3x3/16 (MAX. LENGTH = 9'-0" BRIDGING AS REQD BY SJI, TYP REMOVE EXISTING BRIDGING AND INSTALL NEW WELDED DIAGONAL BRIDGING EA. SIDE OF OPENING AT EA. BOTTOM CHORD BRIDGING LOCATION. CONTACT JOIST MFR. WHERE OPENINGS OCCUR IN TWO OR MORE CONSECTUTIVE JOIST SPACES DISCONTINUOUS BRIDGING AT OPENING 1/2"x6"x0'-6" JOIST STABILIZER GRID PLATE WITH 13/16" DIA. HOLE FOR GUYING. [:L, � 1 1/4" 3/16 3 WELD NEAR SIDE 3/16 3 BOTTOM HALF AND FAR SIDE UPPER HALF o DO NOT WELD JOIST 6 7 GRID EA. END 3/16 2 MIN. r� 1/8 8 L3x3x3/16x0'-5" CLIP ANGLE LOCATE AT JOIST PANEL 1 POINT 1 MIN. BRACE: 3/8x5"x0'-5" PLATE L2x2x3/16 (MAX. LENGTH = 6-0") L3x3x3/16 (MAX. LENGTH = 9'-0") 2 SIDES 1-441/4 (MAX. LENGTH = 12'-6") 3/16 2 LOCATE AT 1/4" POINTS ALONG BEAM AND AT JOISTS WITH AXIAL LOAD, U.N.O. ON PLANS. JOIST PERPENDICULAR TO BEAM BOTTOM FLANGE BRACE TO ADJACENT JOIST 3/4" = 1'-0" GRID 4" AT K -JOISTS 6" AT LH -JOISTS i 11 PROVIDE BOLTS AS--�-A REQD BY OSHA/SJI (1/2 DIA FOR K -JOISTS, 3/4" DIA FOR LH -JOISTS) o TYPICAL JOIST BOTTOM CHORD CONRefTION DETAIL, RE: RE: JOIST BEARIN D L WELD SCHEDULE D VL FOR THICKNESS ANDLENGTH JOIST TO COLUMN SIDE 9 GRID 2 SIDES 3/16 EA.JEND 77 3/16 2 MIN. 1/4 WELD SCHEUDLE MIN. TYP. 1/4 SEAT DEPTH DLL RE: JOIST BEARING WELD SCHEDULE FOR D L THICKNESS AND LENGTH D BEARING PLATE CENTERED K, KCS ON COLUMN 2 1/2" 3/8"x4"x0'-6" AT K -JOISTS 5/8"x6"x0'-8" AT LH -JOISTS 2" LH, DLH 7-17 5" 1/4 1/4" _ DLH 18-25 TYP. 7 1/2" 1/4 4" W STIFFENER PLATE 0 CENTERED ON COLUMN 3/8"x4"x0'-6" AT K -JOISTS O 5/8"x6"x0'-8" AT LH -JOISTS GRID 3" PROVIDE BOLTS AS REQD BY OSHA/SJI (1/2" DIA FOR K -JOISTS, 3/4" DIA FOR LH -JOISTS) 1 1/2" 1/2" CAP PLATE. TYP. 0 TYP. JOIST BOTTOM CHORD CONRefTION DETAIL, RE: JOIST BEARING ON COLUMN ONE SIDE GRID 10 3/8x5"x0'-5" PLATE BRACE: 3/8x5"x0'-5" PLATE L2x2x3/16 (MAX. LENGTH = 6-0") L3x3x3/16 (MAX. LENGTH = 9'-0") 2 SIDES 1-441/4 (MAX. LENGTH = 12'-6") 3/16 2 LOCATE AT 1/4" POINTS ALONG BEAM, U.N.O ON PLANS JOIST PARALLEL TO BEAM PROVIDE BOLTS AS REQD BY OSHA/SJI (1/2" DIA FOR K -JOISTS, 3/4" DIA FOR LH -JOISTS) GRID 1/4" 1/4" D L D L RE: JOIST BEARING WELD SCHEDULE FOR THICKNESS AND LENGTH j 1 1/2" TYP. 0 0 1/2" CAP PLATE. J TYP. JOIST BOTTOM CHORD CONRefTION DETAIL, RE: JOIST BEARING ON COLUMN BOTH SIDES RE: JOIST BEARING D L WELD SCHEDULE FOR D L RE: JOIST D L THICKNESS AND LENG H BEARING WELD i SCHEDULE FOR D V L THICKNESS ANDLENGTH 3 � EXTENDED JOIST SEAT PROVIDE BOLTS AS REQD BY OSHA/SJI (1/2" DIA FOR K - BEAM OR JOISTS, 3/4" DIA FOR LH -JOISTS) JOIST GIRDER RID AT BEAM/JOIST GIRDER ONE SIDE 3/8" PLATE EA. SIDE, TYP. 6" 3/16 3 SIDES 3/16 DO NOT WELD JOIST CHORD TO PLATE, U.N.O. I CHORD TO PLATE, U.N.O. 2„ 2.. TYPICAL BEAM OVER COLUMN (JOIST DEPTH < BEAM DEPTH) TYPICAL JOIST BOTTOM CHORD CONNECTION AT COLUMN L 3/4" = 1'-0" 4 5 6 GRID NOTE: 1/4" WHERE BEAM FLANGE WIDTH IS LESS THAN 5 1/2" FOR K -JOISTS OR 8 1/2" FOR LH -JOISTS, STAGGER JOIST END BEARINGS PROVIDE BOLTS AS REQD BY OSHA/SJI (1/2" DIA FOR K - BEAM OR JOISTS, 3/4" DIA FOR LH -JOISTS) JOIST GIRDER AT BEAM/JOIST GIRDER BOTH SIDES TYPICAL JOIST BEARING WELD SCHEUDLE MIN. WELD JOIST TYPE SEAT DEPTH BEARING J D L K, KCS 2 1/2" 2 1/2" 1/8" 2" LH, DLH 7-17 5" 4" 1/4" 2 1/2" DLH 18-25 7 1/2" 7 1/2" 1/4" 4" ol TYPICAL JOIST BEARING DETAIL 1 3/4" = 1'-0" 7 Note to Designer. - 1. Fillet weld is SJI minimum weld size for K -Series joists. This is acceptable for ultimate uplift loads of approximately 11 kips (7.4 kips allowable). If uplift loads exceed this, increase length of weld (rather than weld size), and provide a wider beam or stagger the joists. 2. For LH -Series, SJI minimum fillet weld size is (2)-3/16'x2" welds. This is acceptable for ultimate uplift loads of approximately 16.7 kips (11 kips allowable). A wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 B Seal: C n rnUJcL;L 1U1. E LI CFNso 2: 42548 Fs.,••o � I • ■.•• digita ly, signed SL EVWax Max hAn Lehman Date: 2021.02.01 16:23:16-07'00' U) 06 N UO J CY) O Z (D Q O CO 00 0 70_ CY) N Z - W 0 o� O ■ L Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive F Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 e pbbott Asso 0 CAA •o G g No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: As indicated Date: 06/12/19 Filename: Sheet Title H TYPICAL JOIST DETAILS Sheet #: S400 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: A Project for: 2: 42548 ': Digitally signed 'C•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' 06 N U� 0 J Z Q� 70■- Z rr LLI Project No.: 0) Drawn By: CDH Reviewed By: J Q. ■ � Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbot i •O No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: 3/4" = V-0" Date: 7/8/19 Filename: Sheet Title FRAMING DETAILS Sheet #: S401 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: A Project for: 2: 42548 ': Digitally signed 'C•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' 06 N U� 0 J Z Q� 70■- Z rr LLI Project No.: 0) Drawn By: CDH Reviewed By: J Q. ■ � Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbot i •O No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: 3/4" = V-0" Date: 7/8/19 Filename: Sheet Title FRAMING DETAILS Sheet #: S402 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: A Project for: 2: 42548 ': Digitally signed 'C•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' 06 N U� 0 J Z Q� 70■- Z rr LLI Project No.: 0) Drawn By: CDH Reviewed By: J Q. ■ � Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbot i •O No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: 3/4" = V-0" Date: 7/8/19 Filename: Sheet Title FRAMING SECTIONS Sheet #: S403 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: A Project for: 2: 42548 ': Digitally signed 'C•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' 06 N U� 0 J Z Q� 70■- Z rr LLI Project No.: 0) Drawn By: CDH Reviewed By: J Q. ■ � Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbot i •O No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: As indicated Date: 07/08/19 Filename: Sheet Title FRAMING DETAILS Sheet #: S404 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: A Project for: 2: 42548 ': Digitally signed 'C•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' 06 N U� 0 J Z Q� 70■- Z rr LLI Project No.: 0) Drawn By: CDH Reviewed By: J Q. ■ � Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbot i •O No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: 1/4" = V-0" Date: 7/8/19 Filename: Sheet Title BRACED FRAMES Sheet #: S501 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED wallace .1 Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690, 800.364.5858 Seal: A Project for: 2: 42548 ': Digitally signed 'C•Eax Max' hAn Lehman Date: 2021.02.01 16:23:16-07'00' 06 N U� 0 J Z Q� 70■- Z rr LLI Project No.: 0) Drawn By: CDH Reviewed By: J Q. ■ � Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.10.20 CORRECTIONS 01.29.21 bAsso °•dog rbot i •O No. Description Date Project No.: 19-008 Drawn By: CDH Reviewed By: JW/ML Scale: 3/4" = V-0" Date: 7/8/19 Filename: Sheet Title BRACED FRAME DETAILS Sheet #: S502 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED GENERAL NOTES THE NOTES BELOW ARE PART OF THE CONTRACT DOCUMENTS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND UNDERSTAND THEM. 1. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE CODES, LOCAL CODES, AND OWNER'S STANDARDS INDICATED BY THE CONSTRUCTION DOCUMENTS. ►. 3 9 I✓ 7 E. E MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. CONTRACTOR SHALL COORDINATE WORK INDICATED WITH PLUMBING, ELECTRICAL, FIRE PROTECTION, STRUCTURAL, AND ARCHITECTURAL DIVISIONS. SUBMIT 1/4" SCALE SHOP DRAWINGS FOR MECHANICAL SYSTEMS, DIMENSIONED TO INCORPORATE THE WORK OF OTHER TRADES. INDICATE SPACES RESERVED FOR FIRE SPRINKLER, PLUMBING PIPING, MECHANICAL PIPING, MECHANICAL DUCTWORK, & ELECTRICAL CONDUIT MAINS. VERIFY FIT OF MECHANICAL SYSTEMS PRIOR TO FABRICATION. COORDINATE ALL CHASE, SLEEVE, AND SLAB BLOCKOUT REQUIREMENTS BEFORE CONCRETE IS POURED OR BLOCK IS SET. PROVIDE ALL EQUIPMENT SCHEDULED OR INDICATED ON THE DRAWINGS BUT NOT INCLUDED WITHIN THE SPECIFICATIONS INCLUDING ANY REQUIRED BUT NOT LISTED MISC ITEMS REQUIRED TO PROVIDE COMPLETE OPERATIONAL SYSTEMS AS INDICATED WHETHER SPECIFICALLY CALLED FOR OR NOT. INSTALLATION SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS AND APPLICABLE CODES. PROVIDE SUBMITTALS FOR ALL PROPOSED EQUIPMENT AND MATERIALS TO BE UTILIZED. PROVIDE OPERATION AND MAINTENANCE MANUAL FOR ALL SYSTEMS AND EQUIPMENT AT END OF PROJECT. ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT SHALL BE VERIFIED WITH ELECTRICAL DRAWINGS AND ELECTRICAL CONTRACTOR PRIOR TO EQUIPMENT ORDER RELEASE. ADDITIONAL ELECTRICAL WORK RESULTING FROM EQUIPMENT SUBSTITUTION IS THE RESPONSIBILITY OF THIS CONTRACTOR. DRAIN PIPING FROM EQUIPMENT SHALL BE ROUTED SO AS NOT TO CREATE A TRIPPING HAZARD. COORDINATE ACTUAL DRAIN CONNECTIONS WITH PLUMBING CONTRACTOR. ITEM DESIGNATIONS INDICATED HEREON ARE FOR PURPOSES OF THESE DOCUMENTS ONLY. CONTRACTOR SHALL VERIFY WITH OWNERS REPRESENTATIVE ACTUAL "TAGGING" INFORMATION TO BE PROVIDED FOR EACH ITEM OF MECHANICAL EQUIPMENT PRIOR TO NAMEPLATE ORDER RELEASE. PROVIDE VALVE TAGS AND PIPE IDENTIFICATION BANDS. TAGS SHALL BE BRASS WITH CHAIN. IDENTIFICATION BANDS SHALL BE LOCATED EVERY 25 FEET AND ON EITHER SIDE OF INTERMEDIATE BARRIER. PROVIDE 18" X 18" MINIMUM ACCESS DOOR IN INACCESSIBLE CEILINGS AND WALLS FOR EQUIPMENT AND VALVES REQUIRING ACCESS OR ADJUSTMENT. COORDINATE LOCATIONS AND SUBMIT TO ARCHITECT FOR APPROVAL PRIOR TO BEGINNING WORK. 10. VALVES SHALL BE LOCATED WITHIN EASY REACH OF CEILING WHERE CEILINGS OCCUR & DROPPED TO WITHIN A MAXIMUM 10'-0" ABOVE FINISHED FLOOR WHERE NO CEILING OCCURS. 11. DUCT SIZES INDICATED ARE NET INSIDE CLEAR DIMENSIONS, BRANCH RUNOUT DUCTS TO DIFFUSERS AND GRILLES TO BE SAME SIZE AS DIFFUSER OR GRILLE CONNECTION SIZE UNLESS OTHERWISE NOTED. 12. LENGTH OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO 5'-0" MAX. HORIZONTAL RUN WITH ONLY ONE 90A ELBOW PERMITTED. SECURE FLEXIBLE DUCTWORK WITH SCREWS & DRAWBANDS PER SMACNA STANDARDS. 13. PROVIDE CEILING OPERATORS FOR INACCESSIBLE MVD'S WHERE INDICATED, EQUAL TO YOUNG REGULATOR, REMOTE GEAR OPERATED, WITH CEILING ESCUTCHEON. 14. DUCT MOUNTED SMOKE DETECTORS SHALL BE ZERO VELOCITY TYPE WHERE INDICATED ON DRAWINGS. 15. CEILING DIFFUSERS SHALL BE 36" MINIMUM FROM CEILING MOUNTED SMOKE DETECTORS, COORDINATE WITH DIVISION 16. 16. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ACTUAL LOCATION OF GRILLES, DIFFUSERS, AND ACCESS DOORS IN CEILING. SECURE DIFFUSERS & GRILLES TO T -BAR CEILINGS WHERE APPLICABLE. SUBMIT SHOP DWG. FOR APPROVAL PRIOR TO BEGINNING WORK. 17. DUCTWORK VISIBLE BEHIND DIFFUSERS, REGISTERS, OR GRILLES SHALL BE PAINTED FLAT BLACK. 18. AT THE COMPLETION OF WORK, PROVIDE TESTING AND BALANCING SERVICES FOR MECHANICAL SYSTEM. SUBMIT WRITTEN REPORT TO ARCHITECT LISTING SYSTEM AIRFLOWS, ELECTRIC DATA, TEMPERATURES, AND PRESSURE DROPS. 19. WHERE PIPES PASS THROUGH FIRE -RATED FLOOR OR WALLS, SEAL WITH MATERIALS EQUAL TO 3M FIRE BARRIER, MEETING TESTING PER ASTM -E-814 (UL 1479). USE CAULK OR PUTTY TYPE. ALL EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE SEALED WATERPROOF. 20. AT THE COMPLETION OF THE WORK AND PRIOR TO FINAL ACCEPTANCE, ALL PARTS OF THE WORK INSTALLED UNDER THIS SPECIFICATION SHALL BE THOROUGHLY CLEANED. 21. ALL EQUIPMENT, MATERIALS, AND INSTALLATION IS TO BE WARRANTEED FOR ONE YEAR TO BE FREE FROM DEFECT. PROVIDE WRITTEN WARRANTY TO OWNER. 22. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 23. THIS CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND SIZES OF ALL EXISTING EQUIPMENT, DUCTWORK, PIPING, ELECTRICAL CONDUIT, STRUCTURAL MEMBERS, ETC., PRIOR TO STARTING OF CONSTRUCTION. COORDINATE CONFLICTS WITH THE GENERAL CONTRACTOR. 24. THIS CONTRACTOR SHALL COORDINATE ALL REQUIRED EXISTING BUILDING SERVICE SYSTEM OUTAGES WITH BUILDING MANAGEMENT. 25. ALL MECHANICAL SYSTEMS ARE REQUIRED TO BE INSTALLED PER BASE BUILDING REQUIREMENTS, LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 26. PATCH AND REPAIR TO MATCH EXISTING, ANY WALUCEILINGS TO BE ACCESSED TO ROUTE PIPING AND DUCTWORK. 27. EXISTING DUCTWORK, PIPING, AND EQUIPMENT TO REMAIN IS SHOWN LIGHT. NEW DUCTWORK, PIPING, AND EQUIPMENT IS SHOWN HEAVY. EXISTING DUCTWORK, PIPING, AND EQUIPMENT TO BE REMOVED IS SHOWN CROSSHATCHED. 28. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT DOCUMNETS TO THE ATTENTION OF THE ARCHITECT VERBALLY AND IN WRITING. WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 29. SUBMITTED EQUIPMENT WILL BE REVIEWED FOR CONFORMITY OF SCHEDULED INFORMATION INCLUDING, BUT NOT LIMITED TO: QUALITY, PERFORMANCE, PHYSICAL CHARACTERISTICS, OPTIONS, AND OTHER FEATURES AS NOTED. IF THE CONTRACTOR SUBMITS MANUFACTURERS OR MODELS OTHER THAN THE SCHEDULED ITEMS, THE EQUIPMENT WILL BE SUBJECT TO REVIEW AND ACCEPTANCE/REJECTION AT THE ENGINEER'S DISCRETION. OWNER WILL HAVE FINAL AUTHORIZATION OF EQUIPMENT APPROVAL. LEGEND ABBR SYMBOL DESCRIPTION T -STAT 0 THERMOSTAT Ss❑ ENERGY CODE: SPACE SENSOR W/ PLUG-IN PORT FLFD ---0 FUSIBLE LINK FIRE DAMPER DD DD DUCT MOUNTED SMOKE DETECTOR FSD -- F s COMBINATION FIRE/SMOKE DAMPER AUTO D ---0 MOTORIZED DAMPER MVD r-- MANUAL VOLUME DAMPER RE -D CID MVD WITH REMOTE CEILING OPERATOR OBD AVA04 OPPOSED BLADE DAMPER BDD BDD BACKDRAFT DAMPER SA ® SUPPLY AIR RA El RETURN AIR EA W EXHAUST AIR OA ® OUTSIDE AIR SW q— - SIDEWALL DIFFUSER LD LINED DUCTWORK 0- DIFF ® 4 -WAY SUPPLY DIFFUSER DIFF - DIFFUSER GR - GRILLE MA - MIXED AIR AD - ACCESS DOOR SP - STATIC PRESSURE GBS - GALVANIZED BIRD SCREEN ESP - EXTERNAL STATIC PRESSURE WC - WATER COLUMN TDH - TOTAL DYNAMIC HEAD APD - AIR PRESSURE DROP FG - FIBERGLASS LINO - UNLESS NOTED OTHERWISE FC - FORWARD CURVED AF - AIRFOIL PL - PLUG FAN CV - CONSTANT VOLUME VAV - VARIABLE AIR VOLUME WP - WORKING PRESSURE TSP - TOTAL STATIC PRESSURE WPD - WATER PRESSURE DROP EMCS - ENERGY MANAGEMENT CONT. SYSTEM AFF - ABOVE FINISHED FLOOR SHEET INDEX JURISDICTION: ISSUE MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE ENERGY CODE: 2018 INTERNATIONAL ENERGY CODE w CITY OF WHEAT RIDGE AMENDMENTS W 5459 FT ABOVE SEA LEVEL WINTER DESIGN DB: -4.0 DEG. F. SUMMER DESIGN TEMP DB /WB: 93 DEG. F. / 60 DEG. F. U) U) COOLED EQUIPMENT: CID U !Z 3: O � Z LU •� g w O M W W 0- D' G (D N 0) NC=) N o LO 0 0 SHEET NO. • • M0.1 MECHANICAL COVER SHEET • • M0.2 MECHANICAL SCHEDULES • • M0.3 MECHANICAL SPECIFICATIONS • • M1.1 MECHANICAL FLOOR PLAN CODES & DESIGN CRITERIA JURISDICTION: WHEAT RIDGE, COLORADO MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE ENERGY CODE: 2018 INTERNATIONAL ENERGY CODE LOCAL AMENDMENTS: CITY OF WHEAT RIDGE AMENDMENTS ELEVATION: 5459 FT ABOVE SEA LEVEL WINTER DESIGN DB: -4.0 DEG. F. SUMMER DESIGN TEMP DB /WB: 93 DEG. F. / 60 DEG. F. DB DESIGN FOR AIR 95 DEG. F. COOLED EQUIPMENT: CX CONSULTING ENGiN=. LLC JCAA U) 4100 Wadsworth Blvd. o Wheat Ridge, CO 80033 ai p 303.985.3260 a* 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTURE architecture I planning I interiors Seal: A Project for: Client: �,p0 L1CF�'" LEd :`ro Vq , 55535 VJ 06 N Uo +a O > O O CID Z �o CID U O � Z LU •� 0 70 O M G PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title MECHANICAL COVER SHEET Sheet #: (DG3 ARCHITECTURE 2019 ALL RIGHTS RESERVED RTU -1: OUTDOOR AIR VENTILATION SCHEDULE (IMC 2012) CONSTANT CONSTANT VOLUME ROOFTOP AIR HANDLER SCHEDULE (DX COOLING/NAT. GAS HEATING) Rp Az OCCUPANT Ra Pz Ez EXHAUST Voz=(Rp*Pz+Ra*AZ)/Ez MINIMUM CFM ITEM MANUFACTURER/ SUPPLY AIR FAN CODE: TOTAL COOLING CYCLE HEATING CYCLE CFM SPECIFIED OVERALL NOTES AREA # ZONE AIR DISTANCE Minimum Outside Air ROOM DENSITY '0 SPECIFIED ON REQUIRED BASED ON VOLT/ MIN. MAX. OVER- SQ FT UNIT OVERALL NOTES CFM EXHAUST (CFM) 1 AWH4404F WH4404 WO ^ z J O ^ z ENT. AIR LEAV. AIR � LL =- HEAT CAP. MBH < �. z < LL v Q Required ITEM LOCATION/SERVICE MAKE/MODEL NOMINAL v a 0.06 m x m ¢ x m n TEMP. ( F) A TEMP. ( F) z w ^ ¢ I¢ w Total CFM Outside PHASE CIRCUIT CURRENT SEER WEIGHT DIMENSIONS Total Outside Air Percent Outside Air For Equipment: 16.25% TONS 325.0 N z Q a m x W O M o0 O 0 Az OCCUPANT ca m a J a J Ez co m Q g Voz=(Rp*Pz+Ra*Az)/Ez AMPS PROTECTON AMPS ROOM (LBS) CODE: TOTAL SPECIFIED ON REQUIRED BASED ON CFM SPECIFIED AREA O I- O- U� �O to z w.. CFM/PERSON SQ FT my CFM DB WB DB WB <P zc zQ =o z w w1- QI- w w �H REATAIL SPACE 7.5 1391 15 0.06 20.87 0.8 eROOF/ 1 0 299.9 CARRIER / 48HCDA 5.0 2000 - 325 1.0 1.53 - 42.77 55.57 78.4 63.5 54.3 53.4 95 115 87.4 70.7 59.8 -4 99.6 208/3 30 45 15.2 850 SEE MANUFACTURER'S MANUAL1 2 3 4 5 6 7 8 9 10 11 T 2 ROOF/ CARRIER / 48HCDA 4.0 1600 - 300 1.0 1.02 - 32.51 46.18 77.4 63.7 54.5 53.3 95 115 87.4 70.7 64.1 -4 110.8 208/3 27 40 15.6 850 SEE MANUFACTURER'S MANUAL1 2 4 5 6 8 9 10 11 1Q CONDENSATE DRAIN KIT Q PROVIDE 2" MERV 8 FILTERS ( FURNISH 0-100% INTEGRATED VERTICAL ENTHALPY ECONOMIZER AND BAROMETRIC RELIEF TO CONTROL BUILDING PRESSURE. ® PROVIDE FULLY MODULATE DAMPER FOR OUTSIDE AIR INTAKE CONTROL. Q PROVIDE 14" ROOF CURB © FURNISH WITH ETL OR UL LISTED NON-FUSED DISCONNECT SWITCH < RETURN AIR SMOKE DUCT DETECTOR INTERLOCKED WITH UNIT CONTROLS WITH WIRE TEST STATION INSTALLED PER LOCAL CODE. Q MEDIUM HEAT SINGLE STAGE GAS HEAT Q PROVIDE COIL HAIL GUARDS 10 UN -POWERED CONVENIENCE OUTLET TO BE WIRED ON SEPARATE CIRCUIT BY ELECTRICAL CONTRACTOR. <aD PROVIDE PROGRAMMABLE THERMOSTAT WITH REMOTE TEMPERATURE SENSOR. THERMOSTAT TYPE SHALL BE BY TENANT AND OR AS SPECIFIED IN TENANT DRAWINGS. THERMOSTAT SHALL BE DELIVERED LOOSE, TO BE INSTALLED AS SPECIFIED IN TI DRAWINGS. RTU -1: OUTDOOR AIR VENTILATION SCHEDULE (IMC 2012) CONSTANT VOLUME SYSTEM* HEATER Rp Az OCCUPANT Ra Pz Ez EXHAUST Voz=(Rp*Pz+Ra*AZ)/Ez MINIMUM CFM ITEM MANUFACTURER/ CODE: TOTAL CAP. VOLTS/ CFM SPECIFIED OVERALL NOTES AREA # ZONE AIR DISTANCE Minimum Outside Air ROOM DENSITY '0 SPECIFIED ON REQUIRED BASED ON LU Z• O SQ FT SEE MUAL EXHAUST (CFM) 1 AWH4404F WH4404 ON DRAWINGS 3.0 208/1 14.4 (#11000 SQ.FT) CFM People EFFECTIVENESS DRAWINGS Required PERCENT OUTSIDE AIR Q RETAIL SPACE 7.5 1489 15 0.06 22.34 0.8 0 0 321.1 1975.8 2000 Total CFM Outside Air Required: 321.1 Total Outside Air Percent Outside Air For Equipment: 16.25% Specified: 325.0 Total Unit CFM: 2000 RTU -2: OUTDOOR AIR VENTILATION SCHEDULE (IMC 2012) CONSTANT VOLUME SYSTEM* Rp Az OCCUPANT Ra Pz Ez EXHAUST Voz=(Rp*Pz+Ra*Az)/Ez MINIMUM CFM ROOM DENSITY CODE: TOTAL SPECIFIED ON REQUIRED BASED ON CFM SPECIFIED AREA # ZONE AIR DISTANCE Minimum Outside Air CFM/PERSON SQ FT (#/1000 SQ.FT) CFM People EFFECTIVENESS EXHAUST (CFM) DRAWINGS Required PERCENT OUTSIDE AIR ON DRAWINGS REATAIL SPACE 7.5 1391 15 0.06 20.87 0.8 0 0 299.9 1599.7 1600 Total CFM Outside Air Required: 299.9 Total Outside Air Percent Outside Air For Equipment: 18.75% Specified: 300.0 Total Unit CFM: 1600 COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code_ Project Title: Location: Climate Zone: Project Type: 2012 IECC KIPLING RIDGE Wheat Ridge, Colorado 5b New Construction Construction Site: Owner/Agent: DesignerlContractor: KIPLING RIDGE, JCAA CONSULTING ENGINEERS LOT 2 4100 WADSWORTH BLVD WHEAT RIDGE, CO 80033 WHEAT RIDGE, CO 80033 Additional Efficiency Package(s) Unspecified Mechanical Systems List Quantity System Type & Description 3 RTU -1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 71 kBtulh Proposed Efficiency = 80.00% Et. Required Efficiency: 80.00 % Et (or 78%AFUE) Cooling: 1 each - Single Package DX Unit, Capacity = 56 kBtulh, Alr•Cooled Condenser, Air Economizer Proposed Efficiency = 15.20 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply. Constant Volume, 2000 CFM, 1.0 motor nameplate hp RTU -2 (Single Zone): Heating: 1 each - Central Furnace, Gas. Capacity = 71 kBtWh Proposed Efficiency = 80.00% Et. Required Efficiency: 80.00 % Et (or 78% AFUE) Cooling: 1 each - Single Package DX Unit, Capacity = 46 kStWh, Air -Cooled Condenser, Air Economizer Proposed Efficiency= 15.60 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 2 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 2 Supply, Constant Volume, 1600 CFM, 1.0 motor nameplate hp Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented In this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. '�N 1 DAKSHIN LAKSHMI VENKATESH - DESIGNER �C Y t7 05.20.2019 Name - Title Signature Date Project Title: KIPLING RIDGE Report date: 05/20/19 Data filename: P:I CAA 2019119.065 Kelping Ridge (SWC W. 58th & Page 1 of 8 Kelping)IDRAWINGSVCAAIMECHANICALICALCSICOMCH ECK\KIPLING RIDGE.cck Clx� CONSULTING ENaN=. LLC JCAA 4100 Wadsworth Blvd. Wheat Ridge, CO 80033 p 303.985.3260 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTU RE architecture I planning I interiors Seal: A Project for: Client: �yp0 LICFN'� 0 Off' :\c�•L��.y•��p oQ- 55536 0 CABINET UNIT HEATER (ELECTRIC) N U0 HEATING ITEM MANUFACTURER/ LOCATION/ CAP. VOLTS/ AMPS OVERALL NOTES MODEL 0) SERVICE (KW) PHASE '0 DIMENSIONS LU Z• O 70 SEE MUAL 1 AWH4404F WH4404 WATER ENTRY 3.0 208/1 14.4 MANUAL 1 2 NOTES: IO METHOD OF CONTROL: UNIT MOUNTED THERMOSTAT SET AT 65 DEG. (ADJ.) Q PROVIDE FACTORY MOUNTED DISCONNECT COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code_ Project Title: Location: Climate Zone: Project Type: 2012 IECC KIPLING RIDGE Wheat Ridge, Colorado 5b New Construction Construction Site: Owner/Agent: DesignerlContractor: KIPLING RIDGE, JCAA CONSULTING ENGINEERS LOT 2 4100 WADSWORTH BLVD WHEAT RIDGE, CO 80033 WHEAT RIDGE, CO 80033 Additional Efficiency Package(s) Unspecified Mechanical Systems List Quantity System Type & Description 3 RTU -1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 71 kBtulh Proposed Efficiency = 80.00% Et. Required Efficiency: 80.00 % Et (or 78%AFUE) Cooling: 1 each - Single Package DX Unit, Capacity = 56 kBtulh, Alr•Cooled Condenser, Air Economizer Proposed Efficiency = 15.20 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply. Constant Volume, 2000 CFM, 1.0 motor nameplate hp RTU -2 (Single Zone): Heating: 1 each - Central Furnace, Gas. Capacity = 71 kBtWh Proposed Efficiency = 80.00% Et. Required Efficiency: 80.00 % Et (or 78% AFUE) Cooling: 1 each - Single Package DX Unit, Capacity = 46 kStWh, Air -Cooled Condenser, Air Economizer Proposed Efficiency= 15.60 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 2 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 2 Supply, Constant Volume, 1600 CFM, 1.0 motor nameplate hp Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented In this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. '�N 1 DAKSHIN LAKSHMI VENKATESH - DESIGNER �C Y t7 05.20.2019 Name - Title Signature Date Project Title: KIPLING RIDGE Report date: 05/20/19 Data filename: P:I CAA 2019119.065 Kelping Ridge (SWC W. 58th & Page 1 of 8 Kelping)IDRAWINGSVCAAIMECHANICALICALCSICOMCH ECK\KIPLING RIDGE.cck Clx� CONSULTING ENaN=. LLC JCAA 4100 Wadsworth Blvd. Wheat Ridge, CO 80033 p 303.985.3260 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTU RE architecture I planning I interiors Seal: A Project for: Client: �yp0 LICFN'� 0 Off' :\c�•L��.y•��p oQ- 55536 0 06 N U0 +-a � IJ > O O OD0 Za) Q 0) O U '0 LU Z• O 70 M O ■ J CL .- PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title MECHANICAL SCHEDULES Sheet #: M0.2 (DG3 ARCHITECTURE 2019 ALL RIGHTS RESERVED MECHANICAL SPECIFICATIONS GENERAL SPECIFICATIONS IN STRICT ACCORDANCE WITH THE APPLICABLE CODES. 06 N LOCK OUT EACH SYSTEM USING SETON MODEL NUMBER 70329; "DO NOT OPERATE" LOCK ON LOCKOUT ALL INSULATION SHALL BE IN STRICT ACCORDANCE WITH ASHRAE STANDARDS AND ALL LOCAL AND STATE 1. SCOPE: 12. FOUNDATIONS AND SPECIAL SUPPORTS: TAGS, OR EQUIVALENT. INSTALL LOCKOUT TAGS AT EACH PIECE OF EQUIPMENT, ELECTRICAL ENERGY CODES. J DISCONNECTS, STARTERS, SWITCHES, ETC. Cy) PROVIDE ALL MATERIALS, LABOR, TOOLS AND INCIDENTALS NECESSARY TO INSTALL AND MAKE READY FOR FURNISH AND INSTALL ALL SPECIAL FOUNDATIONS AND SUPPORTS REQUIRED FOR EQUIPMENT INSTALLED > a THE INSULATION WORK SHALL BE PERFORMED BYA FIRM REGULARLY ENGAGED IN THIS TYPE WORK USING OWNER'S USE COMPLETE SYSTEMS OF HEATING, VENTILATION, AIR CONDITIONING (HVAC), PLUMBING, FOR UNDER THIS SECTION, UNLESS THEYARE A PART OF THE BUILDING STRUCTURE AND ARE SHOWN IN OTHER REMOVE THESE TAGS ONLY WHEN THE MANUFACTURER APPROVES OF THE EQUIPMENT INSTALLATION IN MECHANICS SKILLED IN THE TRADE. THE PROPOSED WORKAND BUILDING RENOVATIONS AS SHOWN ON THE DRAWINGS AND CALLED FOR IN SECTIONS. WRITING. THESE SPECIFICATIONS. C10 INSTALL ALL MATERIALS AS RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE INTENDED. ALL z W 13. CLEANING AND PAINTING: EACH MANUFACTURER OR THEIR REPRESENTATIVE SHALL INSPECT THEIR EQUIPMENT FOR COMPLIANCE INSULATION MATERIAL, INCLUDING SEALER MATERIAL, ADHESIVES, COVERING MATERIAL, FINISH, ETC. VISIT THE SITE TO OBTAIN DIMENSIONS, EXISTING LAYOUTS AND LOCATIONS AND EXISTING CONSTRUCTION TO THEIR INSTALLATION REQUIREMENTS AND RECOMMENDATIONS. SHALL HAVE A U. L. LISTED FLAME SPREAD RATING NOT OVER 24 WITHOUT EVIDENCE OF CONTINUED DETAILS NOT SHOWN ON THESE DRAWINGS. THOROUGHLY CLEAN ALL EQUIPMENT AND REMOVE ALL TRASH, CARTONS, ETC. MAKE ANY NECESSARY O PROGRESSIVE COMBUSTION AND WITH A SMOKE DEVELOPED RATING NOT HIGHER THAN 50. ALL COATINGS CORRECTIONS OR REPAIR/REPLACE ANY DAMAGED MATERIALS OR EQUIPMENT. LEAVE THE ENTIRE IN ADDITION, THE COMPRESSOR MANUFACTURER SHALL INSPECT EACH REFRIGERANT PIPING AND COVERINGS FOR HOT SERVICE SHALL BE BREATHER TYPE AND VAPOR BARRIER TYPE FOR COLD THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION WITH OTHER DIVISIONS OF WORK FOR THE SYSTEM IN A THOROUGHLY CLEAN AND ORDERLY MANNER. INSTALLATION FOR ADHERENCE TO THE APPROVED REFRIGERANT PIPING DIAGRAMS, ROUTING. SERVICE. FULL EXTENT OF THE SCOPE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL ASPECTS, COMPONENTS, SYSTEMS, ETC. AND ACCOMMODATE THE PERFORMANCE INTENT OF THE CONSTRUCTION ANY FINISHED SURFACES THAT HAVE BEEN SCRATCHED OR DISCOLORED SHALL BE TOUCHED -UP OR EACH MANUFACTURER SHALL PREPARE A PUNCH LIST OF ALL DEFICIENCIES, IN WRITING WITH COPIES TO 29. HVAC PIPING DOCUMENTS THROUGHOUT THE PROJECT SCOPE. REPAINTED BREAK TO BREAK WITH PAINT TO MATCH THE ORIGINAL COLOR. TOUCH UP PAINTED SURFACES THE ARCHITECT AND CONTRACTOR. OR REPAINT THE ENTIRE PAINTED SURFACE IF TOUCH UP IS UNACCEPTABLE. SEE ARCHITECTURAL INSULATE REFRIGERANT SUCTION LINES AND ALL CONDENSATE DRAIN LINES WITH (CODE REQUIRED 2. BIDDERS RESPONSIBILITY: PAINTING SPECIFICATIONS. EACH MANUFACTURER SHALL REINSPECT THE EQUIPMENT AFTER THE CONTRACTOR HAS CORRECTED ALL THICKNESS) CLOSE CELLED ELASTOMERIC INSULATION INSTALLED PER THE MANUFACTURERS DEFICIENCIES. REQUIREMENTS. PAINT EXTERIOR INSULATION WITH TWO COATS PAINT AS REQUIRED BY THE INSULATION EXAMINE THE DRAWINGS AND SPECIFICATIONS AND VISIT THE WORK SITE. BECOME FAMILIAR WITH THE ALL METAL ITEMS SUBJECT TO RUSTING, INSIDE OR EXPOSED TO WEATHER SHALL BE GIVEN ONE COAT OF MANUFACTURER. CHARACTER OF THE WORK, THE COORDINATION WITH OTHER TRADES REQUIRED, AND ANY OTHER PROPER TYPE RUST PREVENTATIVE PRIMER AS SOON AS INSTALLED. APPLY TWO FINISH COATS WITH WHEN THE MANUFACTURER HAS GIVEN THEIR WRITTEN APPROVAL WITH COPIES TO THE ARCHITECT AND CONDITIONS THAT AFFECT THE COMPLETION OF THIS WORK. COLOR TO BE SELECTED BY THE ARCHITECT. CONTRACTOR, THE CONTRACTOR MAY REMOVE THE LOCKOUT TAGS, SAFELY START, AND TEST THE 30. EXTERNALLY INSULATED DUCTS: EQUIPMENT, AS REQUIRED HEREIN. 3. PERMITS, CODES AND LAWS: FOR ALL INTERIOR OR EXTERIOR STRUCTURAL GALVANIZED STEEL, COLD GALVANIZE ALL EXPOSED METAL EXTERNALLY INSULATE ALL SUPPLY AND RETURN DUCTWORK WITH 1-1/2" THICK (R-6 MIN.) DUCT WRAP FOR CUT ENDS, HOLES, WELDS, SCRATCHES, ETC., OR HOT DIP GALVANIZE THE ENTIRE STRUCTURE OR FRAME CONTRACTOR SHALL PROVIDE FOR ALL NECESSARY DRILLING OF WALL STUDS, CEILING JOISTS, PLATES, DUCTS LOCATED IN UNCONDITIONED SPACES AND A 2" THICK (R-8 MIN.) DUCT WRAP FOR DUCTS LOCATED APPLY FOR ALL PERMITS AND PAYALL FEES. AFTER FABRICATION AND MOUNTING HOLES ARE CUT. FINISHES, ETC. TO ACCOMMODATE ROUTING AND INSTALLATION OF ALL PIPING, DUCT, ETC. OUTSIDE THE BUILDING, EXCEPT PRE -INSULATED FLEXIBLE DUCT. EXTERNALLY INSULATE ALL DUCTWORK LOCATED OUTSIDE THE BUILDING WITH 2" THICK (R-8) DUCT WRAP WITH ALUMINUM ALL SERVICE JACKET, ALL WORK SHALL BE IN ACCORDANCE WITH LATEST EDITIONS OF THE FOLLOWING RULES AND UPON COMPLETION OF THE INSTALLATION, BUT NOT BEFORE, AND BEFORE ACCEPTANCE., THOROUGHLY VAPOR BARRIER. ALL DUCT WRAPS SHALL MEET OR EXCEED ASHRAE'S I.A.Q. STANDARD 62 AND IECC. REGULATIONS, HEREIN REFERRED TO AS "CODES": CLEAN ALL EXPOSED EQUIPMENT, PIPING, DUCTWORK, INSULATION JACKETS, ETC., REMOVING ALL DIVISION 23 SPECIFICATIONS: STICKERS, LABELS, MARKING, WRITING, FABRICATION MARKINGS, IDENTIFICATION, ADHESIVE, SEALER, 31. EQUIPMENT: THE LATEST OR ADOPTED EDITION OF THE APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING, GLUE, RUST, CORROSION, ETC., FROM THEIR EXTERIOR SURFACES. HVAC EQUIPMENT, METHODS AND MATERIALS MECHANICAL, SANITATION, PLUMBING, ETC. CODES. CAPACITY, PERFORMANCE AND CHARACTERISTICS OF EQUIPMENT SHALL BE AS INDICATED ON THE UNDERWRITER'S LABORATORIES, INC. (U.L.) THE CLEANLINESS AND PAINTING ACCEPTABILITY IS AT THE SOLE DISCRETION OF THE ARCHITECT AND MAY 18. DUCTWORK GENERAL: DRAWINGS AND AS SPECIFIED OR IMPLIED HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NATIONAL FIRE PROTECTION ASSOCIATION (N.F.P.A.) REQUIRE ADDITIONAL CLEANING AND COATS OF PAINT BEFORE ANY SURFACE IS ACCEPTED. INCREASED COST TO HIMSELF OR OTHERS FOR EQUIPMENT WHICH DEVIATES FROM THAT SCHEDULED OR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O.S.H.A) DUCT SIZES SHOWN ON THE DRAWINGS ARE INSIDE DIMENSIONS AND DO NOT TAKE INTO ACCOUNT LINING IMPLIED HEREIN. REGARDLESS OF COST AFFECT, THE ARCHITECT MUST APPROVE ANY DEVIATION FROM 14. SUBMITTALS: THICKNESS. DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH GAUGES, CONSTRUCTION DETAILS THE DRAWINGS AND THE SPECIFICATION. WHERE ANY OF THESE CODES ARE AT VARIANCE WITH THE DRAWINGS AND SPECIFICATIONS, THEIR AND INSTALLATION ACCORDING TO N.F.P.A. STANDARD 90A, ASHRAE, AND SMACNA DUCT CONSTRUCTION REQUIREMENTS SHALL TAKE PRECEDENCE, UNLESS THE DRAWINGS AND SPECIFICATIONS REQUIREMENTS SUBMITTAL AND SHOP DRAWINGS: MANUALS AND REQUIREMENTS. 32. MOTORS AND STARTERS: EXCEED THESE CODES. INCLUDE ANY COST NECESSARY TO MEET THESE CODES IN THE BID PRICE. SUBMIT MANUFACTURER'S CERTIFIED DATA RELATIVE TO ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS, PROVIDE FLEXIBLE CONNECTIONS AT AIR HANDLING UNITS AND FANS. ALL ELECTRIC MOTORS SHALL BE HIGH EFFICIENCY TYPE WITH MAXIMUM OF 1750 RPM WITH OPEN DRIP 4. MECHANICAL PLANS: ETC. REQUIRED FOR THE INSTALLATION OF THE HVAC, PLUMBING AND FIRE PROTECTION SYSTEMS. PROOF OR TEFC ENCLOSURES, UNLESS OTHERWISE NOTED. MOTORS LOCATED ON AIR HANDLING UNITS SUBMIT FOR REVIEW ALL NECESSARY ENGINEERING, PRODUCT AND INSTALLATION DATA, SHOP DRAWINGS, PROVIDE SINGLE THICKNESS TURNING VANES IN ELBOWS. SHALL BE MOUNTED IN RUBBER SUPPORTS OR THE FAN SHALL BE INDEPENDENTLY SUPPORTED ON THE MECHANICAL PLANS ARE DIAGRAMMATIC AND BASED ON ONE MANUFACTURER'S EQUIPMENT. THEY SAMPLES ETC. FOR ALL EQUIPMENT, MATERIAL, AND SYSTEMS TO ASCERTAIN COMPLIANCE WITH THE SPRING ISOLATORS. MOTORS LOCATED IN THE CONDITIONED SPACE SHALL BE SELECTED FOR QUIET ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE TECHNICAL REQUIREMENTS OF THE CONTRACT DOCUMENTS. ALL DUCTS 18" AND OVER SHALL BE CROSSBROKEN. OPERATION AND SHALL NOT PRODUCE AN OBJECTIONABLE "MOTOR NOISE" IN THE SPACE. DETAILS OF THE EQUIPMENT. VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO BE USED. SUBMIT SIX (6) COPIES OF ALL NECESSARY DATA, CUTS, MANUFACTURER'S SELECTIONS, CATALOGS, PAINT DUCTS, SLEEVES, PLENUMS, ETC., INTERIORS VISIBLE THROUGH AIR DEVICES WITH A MINIMUM OF ELECTRICAL CHARACTERISTIC SHALL BE VERIFIED FROM THE ELECTRICAL DRAWINGS, PRIOR TO BIDDING, BULLETINS, INSTALLATION INSTRUCTIONS, DRAWINGS, DIAGRAMS, CURVES, ETC. CLEARLY INDICATE ON ONE COAT OF PROPER TYPE RUST PREVENTATIVE PRIMER, SUITABLE FOR GALVANIZED STEEL, AND TWO AND VERIFIED ON THE JOB WITH THE ELECTRICAL SUB -CONTRACTOR. IF A CONFLICT ARISES, THE INSTALLATION SHALL BE WITHIN THE LIMITATIONS IMPOSED BY THE ARCHITECTURAL, STRUCTURAL, HVAC, THE SUBMITTED DATA, THE MANUFACTURER'S NAME, PRODUCT NUMBER(S), OPTIONS, EQUIPMENT FINISH COATS OF FLAT BLACK PAINT. ELECTRICAL DRAWINGS SHALL BE THE AUTHORITY. ELECTRICAL, AND PLUMBING REQUIREMENTS WITH ADEQUATE SPACE FOR MAINTENANCE. CAPACITY, DIMENSIONAL DATA, WEIGHTS, AND OTHER APPLICABLE TECHNICAL DATA FOR THE PROJECT. 19. DUCT CONSTRUCTION MATERIALS: PROVIDE MOTOR STARTERS AND PROPER HEATER ELEMENTS SIZED IN ACCORDANCE WITH NFPA 70. 5. QUESTIONS AND CLARIFICATIONS OF BID DOCUMENTS: TRADE NAMES, MANUFACTURERS, AND CATALOGUE NUMBERS ARE MENTIONED HEREIN AND ON THE STARTERS SHALL BE SQUARE -D OR EQUIVALENT WITH OVERLOAD TRIP ELEMENT IN EACH PHASE. LARGER DRAWINGS SOLELY IN ORDER TO ESTABLISH A STANDARD FOR THE TYPE, GENERAL DESIGN, AND QUALITY RECTANGULAR SUPPLY, RETURN, OUTSIDE AIR, AND EXHAUST: LINED GALVANIZED SHEET METAL. MOTORS AND THEIR STARTERS SHALL MEET THE REQUIREMENTS OF THE UTILITY COMPANYAS TO INRUSH BIDDERS SHALL NOT RELY ON ANY ORAL CLARIFICATION OF THE DRAWINGS OR SPECIFICATIONS. ANY OF PRODUCT REQUIRED. OTHER PRODUCTS SIMILAR IN DESIGN OF EQUIVALENT QUALITY CAPABLE OF ROUND DUCT AND RUN -OUTS: EXTERNALLY INSULATED GALVANIZED SHEET METAL DUCTS WITH SPIRAL ALLOWABLE AND THE TYPE OF STARTING PERMITTED. QUESTIONS OR CLARIFICATIONS SHALL BE REFERRED IN WRITING TO THE ARCHITECT. FITTING WITHIN THE SPACES ALLOCATED AND COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS WILL LOCK SEAMS. BE CONSIDERED AFTER THE CONTRACT IS LET UNLESS "PRIOR APPROVAL" REQUIREMENTS ARE SET FORTH FLEXIBLE DUCT: PRE -INSULATED FLEXIBLE DUCT. NO FLEXIBLE DUCT RUNS LONGER THAN 5 FEET. SHOULD ANY MECHANICAL EQUIPMENT REQUIRE EXTRA WORK BY OTHER TRADES, FOR PROPER 6. GUARANTEES: IN THESE DOCUMENTS. INSTALLATION, THIS CONTRACTOR SHALL BEAR ALL COSTS, SUCH AS INCREASED ELECTRICAL, PROVIDE DRYER VENT PIPING INSTALLED AS REQUIRED BY THE MANUFACTURER AND PER CODE USING 4 STRUCTURAL, ROOFING, ETC. ALL EQUIPMENT, MATERIALS, AND WORKMANSHIP SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF WHERE TWO OR MORE MANUFACTURERS OR MATERIALS ARE NAMED, THE CONTRACTOR MAY SUBMIT ANY INCH ROUND GALVANIZED STEEL, SEALED AND SUPPORTED. THE USE OF FLEXIBLE DRYER VENT PIPE IS ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. WARRANTIES SHALL BE IN WRITING AND SHALL OF THOSE NAMES, PROVIDED THEY CONFORM TO THE SPECIFICATIONS AND DESIGN INTENT. CONTRACTOR PROHIBITED. SYSTEMS TEST AND BALANCE: INCLUDE FACTORY WARRANTIES FOR EACH PIECE OF EQUIPMENT. PROVIDE A CERTIFICATE FOR EACH SHALL INCLUDE WITH THE SUBMITTAL A LIST OF ALL COMPARATIVE FEATURES INDICATING COMPLIANCE PIECE OF EQUIPMENT. CLEARLY INDICATE ON EACH WARRANTY CERTIFICATE THE MODEL NO., SERIAL NO., WITH THE SPECIFICATIONS. 20. FABRICATION, ERECTION, AND SUPPORT: 33. GENERAL REQUIREMENTS: LOCATION, AND OWNER'S NAME. THE ARCHITECT AND/OR ENGINEER MAY REQUIRE THE SUBMISSION OF SAMPLES, PARTICULARLY ALL DUCTWORK SHALL BE FABRICATED, ERECTED, BRACED, AND SUPPORTED IN STRICT ACCORDANCE THE REQUIRED TEST & BALANCE OF THE HVAC SYSTEM SHALL BE PERFORMED BYAN APPROVED EXTENDED WARRANTIES ARE REQUIRED FOR THE FOLLOWING EQUIPMENT: WHEREVER EQUIPMENT OR APPLIANCES ARE VISIBLE IN FINISHED AREAS, SUCH AS CEILINGS, INTERIOR WITH THE LATEST EDITIONS OF SMACNAAND ASHRAE REQUIREMENTS. INDEPENDENT TESTING AGENCYAS SPECIFIED BELOW. AND EXTERIOR WALLS. THE CONTRACTOR AND SUPPLIER SHALL ARRANGE FOR DEMONSTRATIONS OF THE D/X COOLING EQUIPMENT, CONDENSING UNIT AND COIL: 5 YEARS PARTS AND LABOR INSTALLATION OF ANY OF THESE PRODUCT'S AND THEIR ABILITY TO PERFORM AS SPECIFIED, IF REQUIRED. 21. ACOUSTIC LINED DUCTWORK: 34. AGENCY QUALIFICATIONS: AIR HANDLING UNITS: 5 YEARS PARTS AND LABOR. ELECTRIC WATER HEATER: 2 YEARS, PARTS AND LABOR REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE ACOUSTICALLY AND THERMALLY LINE 10' OF RECTANGULAR SUPPLY, RETURN AND PLENUMS WITH 1-1/2" TEST & BALANCE AGENCY (TBA) SHALL BE PERFORMED BY AN INDEPENDENT AGENCY ENGAGED SOLELY IN RESPONSIBILITY FOR FITTING THE EQUIPMENT IN THE SPACE ALLOTTED WITH SPACE FOR ALL THICK, 1-1/2 PCF FIBERGLASS DUCT LINER (R-6 MIN.), APPLIED PER THE MANUFACTURER'S AND NAIMA TEST AND BALANCE WORK. AGENCY SHALL BE MEMBER OF THE ASSOCIATED AIR BALANCE COUNCIL ALL WARRANTIES SHALL BE FULLY TRANSFERABLE TO ANY AND ALL SUBSEQUENT BUILDING AND/OR CONNECTIONS AND SERVICING AND FOR THE COORDINATION OF THE WORK WITH WORK OF OTHER REQUIREMENTS. DUCT LINER SHALL MEET OR EXCEED ASHRAE'S I.A.Q. STANDARD 62 AND IEEC. USE (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU, (NEBB). CONDOMINIUM OWNERS, AND THEIR AGENTS, FOR THE LIFE OF EACH WARRANTY. TRADES. WELDED STICK CLIPS, IN LIEU OF ADHESIVE TYPE FASTENERS AND FULL COVERAGE ADHESIVE. PROVIDE EDGE NOSINGS WERE REQUIRED. COAT ALL EXPOSED FIBERGLASS WITH HARDCAST "LAG -GRIP 671". SUBMIT A WRITTEN REPORT WITHIN 30 DAYS OF COMMENCING WORK, WITH ANY RECOMMENDED CHANGES BIND THE ORIGINAL COPIES OF WARRANTIES FOR EACH PIECE OF EQUIPMENT IN A RING BINDERS, FOR THE THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS AND SHOP DRAWINGS AND INDICATE BY STAMP OR TO INSURE BALANCING CAPABILITY. BUILDING AND CONDOMINIUM UNIT, AND TURN OVER TO THE BUILDING OWNER AT FINAL ACCEPTANCE OF LETTER THAT HE HAS REVIEWED THEM, BEFORE FORWARDING THEM TO THE ARCHITECT AND/OR 22. JOINT SEALING: THE PROJECT, FOR DISTRIBUTION TO THE CONDOMINIUM OWNERS. ORGANIZE THE WARRANTIES WITHIN ENGINEER. SUBMITTALS AND DRAWINGS WILL BE RETURNED AFTER REVIEW INDICATING WHETHER SUBMIT A DETAILED TEST PLAN TO THE ARCHITECT ILLUSTRATING ALL FORMATS, DRAWINGS, AND TEST THE BINDER USING INDEX AND TABS, AS TO LOCATION WITHIN THE BUILDING. EXCEPTIONS ARE TAKEN, THE SUBMITTAL RETURNED WITH CORRECTIONS, OR IS COMPLETELY REJECTED. SEAL ALL DUCT JOINTS AND SEAMS (LONGITUDINAL AND TRANSVERSE) WITH HIGH PRESSURE DUCT PROCEDURE TO BE USED FOR TESTING THE COMPLETED SYSTEM. THE APPROVED PLAN WILL BE USED RESUBMISSION OF REVISED SUBMITTALS AND SHOP DRAWINGS, IF REQUIRED, SHALL BE DONE BEFORE SEALER, HARDCAST "IRON -GRIP 601" OR APPROVED EQUIVALENT. REINFORCED FOIL BACKED TAPES, FOR TESTING THE SYSTEMS. PROCEDURES SHALL INCLUDE REQUIREMENTS LISTED IN AABC / NEBB INCLUDE COPIES OF THESE WARRANTIES IN THE MAINTENANCE MANUALS, SEE OPERATION AND INSTALLATION AND CONSTRUCTION IS BEGUN. CLOTH OR PLASTIC BACKED TAPES (DUCT TAPE) ARE NOT ACCEPTABLE. STANDARDS, LATEST EDITION AND ANY SPECIAL REQUIREMENTS FOR THIS PROJECT. MAINTENANCE MANUAL SPECIFICATION SECTION. CORRECTIONS OR COMMENTS MADE ON THE SUBMITTALS AND DRAWINGS DURING THIS REVIEW DOES NOT 23. FLEXIBLE AIR DUCT: MAKE PROJECT VISITS AS REQUIRED DURING CONSTRUCTION PERIOD INSPECTING FOR PROPER 7. COMPLETE SYSTEM: RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT INSTALLATION OF THE SYSTEM AND RELATED BALANCING DEVICES. PROJECT VISIT REPORTS SHALL BE DOCUMENTS. THIS REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT DUCT SHALL BE UL LISTED UL -181, CLASS I AIR DUCT MATERIAL AND SHALL COMPLY WITH N.F.P.A 90AAND MADE TO THE ARCHITECT IN WRITING. ALL PRODUCTS, MATERIALS AND ACCESSORIES SHALL BE FURNISHED AND INSTALLED AS REQUIRED FOR A AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE 90B AND ALL LOCAL REQUIREMENTS DUCT SHALL HAVE AN OPERATING AIR PRESSURE OF 6 INCHES WG COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, POSITIVE AND 4 INCHES WG NEGATIVE, ACOUSTICAL DOUBLE LAMINATED INNER FABRIC BONDED TO A 35. CONTRACTORS REQUIREMENTS PRIOR TO TEST & BALANCE: FABRICATION PROCESSES, TECHNIQUES OF CONSTRUCTION, COORDINATING THE WORK WITH THAT OF ALL STEEL HELIX WIRE. OUTER JACKET FIRE RETARDANT REINFORCED ALUMINUM MYLAR WITH FIBER GLASS 8. WORKMANSHIP: OTHER TRADES, AND PERFORMING WORK INA SAFE AND SATISFACTORY MANNER. REVIEW OF THE INSULATION. FLEXMASTER TYPE "8M" ACOUSTICAL INSULATED OR EQUIVALENT. THE CONTRACTOR SHALL PERFORM ALL REQUIRED PRELIMINARY TESTS AND OTHER PREPARATORY WORK, SUBMITTALS SHALL NOT PERMIT ANY DEVIATION FROM PLANS AND SPECIFICATIONS. INCLUDING BUT NOT LIMITED TO: ALL WORK SHALL BE PERFORMED BY COMPETENT MECHANICS USING PROPER TOOLS AND EQUIPMENT TO MAKE ALL FLEXIBLE DUCT CONNECTIONS TO HARD DUCT USING STAINLESS STEEL SCREW CLAMPING PRODUCE FIRST QUALITY WORK. ALL WORK SHALL BE NEATLY INSTALLED, ACCESSIBLE FOR SUBMITTALS FOR A SPECIFIC CLASS OF PRODUCTS, SYSTEMS, INSTALLATION PROCEDURES, SHOP BANDS AND SEALED AIR TIGHT WITH HIGH PRESSURE DUCT SEALER. PLASTIC BANDS ARE NOT MAKE SURE ALL FANS ARE OPERATING, CHECK ROTATION, RPM, AND AMPS. MAINTENANCE, AND COMPLETE WITH ALL ACCESSORIES REQUIRED. DRAWINGS, ETC. WILL BE REVIEWED BY THE ENGINEER ONE TIME AND ITS RESUBMITTAL ONE TIME, IF ACCEPTABLE. CHECK ALL DAMPERS FOR OPERATION. NECESSARY, AS ABOVE, AT NO COST TO THE CONTRACTOR. THE CONTRACTOR WILL BEAR THE FULL COST PUT ALL HVAC EQUIPMENT IN FULL OPERATION INCLUDING AIR UNITS, ACCU'S AND FANS. 9. ACCESSIBILITY: FOR ALL SUBSEQUENT RESUBMITTAL REVIEWS AT THE ENGINEER'S STANDARD HOURLY RATES. PAYMENT SEAL FLEXIBLE DUCT VAPOR BARRIER TO HARD DUCT AND/OR ADJACENT INSULATION. NO EXPOSED MAKE SURE ALL HVAC CONTROLS ARE INSTALLED AND FULLY OPERATIONAL. WILL BE REQUIRED AT COMPLETION OF RESPECTIVE REVIEW. FIBERGLASS SHALL BE VISIBLE. CLEAN/REPLACE FILTERS JUST PRIOR TO TESTING. INSTALL ALL EQUIPMENT AND THEIR APPURTENANCES SUCH AS, BUT NOT LIMITED TO, VALVES, COILS, PROVIDE ALL BALANCING DEVICES AND DRIVE CHANGES THAT ARE DEEMED NECESSARY BY T & B DRAIN PANS, DRAINS, DAMPERS, CONTROLS, MOTORS, CONTROLLERS, ETC., SO THAT THEY CAN BE REQUIRED SHOP DRAWINGS: 24. AIR DISTRIBUTION DEVICES: AGENCY FOR BALANCE AT NO ADDITIONAL COST TO THE OWNER. SERVICED, RESET, REPLACED OR RECALIBRATED, ETC. INSTALL ALL NECESSARY ACCESS PANELS AND BUILDING ACCESS DOORS, AS BELOW, WHERE REQUIRED TO ACCOMPLISH THIS. IF ANY EQUIPMENT OR SUBMIT THE FOLLOWING SHOP DRAWINGS BEFORE ANY MECHANICAL DUCTWORK, PIPING, EQUIPMENT, COORDINATE THE EXACT LOCATIONS OF ALL AIR DEVICE NEEDS WITH THE ARCHITECTURAL DRAWINGS 36. TEST AND BALANCE: COMPONENTS DO NOT FIT WHERE INTENDED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN ETC. IS FABRICATED AND INSTALLED. SUBMIT THESE SHOP DRAWINGS IN 1/4 INCH PER FOOT MINIMUM PRIOR TO INSTALLATION. COORDINATE THE EXACT LOCATION OF EACH OUTLET WITH THE ARCHITECT WITH WRITING, REQUESTING FURTHER GUIDANCE. SCALE WITH NECESSARY PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ISOMETRICS. SUBMIT SIX (6) REGARD TO CEILING AND WALL SPACING, CENTERING ALONG SOFFITS, WALLS, ETC. TEST & BALANCE AGENCY SHALL BALANCE ALL AIR SYSTEMS FOR OPERATION WITHIN DESIGN CRITERIA. PAPER COPIES AND ONE (1) CD-ROM WITH ALL THESE DRAWINGS IN AUTOCAD DRAWING DWG FILES, PRIME MOVERS SHALL BE WITHIN 5% OF DESIGN AND TERMINALS WITHIN 10% OF DESIGN. PROVIDE BUILDING ACCESS DOORS FOR ALL MECHANICAL EQUIPMENT REQUIRING SERVICE, INCLUDING LATEST AUTOCAD FORMAT. FURNISH AND INSTALL WHERE SHOWN ON THE DRAWINGS ALL DIFFUSERS, GRILLES, AND REGISTERS OF BUT NOT LIMITED TO, AHU'S, FANS, DAMPERS, DUCT ACCESS PANELS, CONTROLS, PIPING, VALVES, THE SIZE, TYPE, AND CAPACITYAS INDICATED IN THE AIR DEVICE SCHEDULE. AIR SYSTEMS SHALL BE BALANCED AS DESCRIBED HEREIN. REGULATORS, TRAPS, ETC., INSTALLED ABOVE HARD CEILINGS, BEHIND WALLS, AND BELOW FLOORS, FOR SOON AFTER AWARD OF THE CONTRACT, DETERMINE WHERE THERE MAY BE INSTALLATION, SPACE INSTALLATION BY OTHER DIVISIONS OF THE WORK. BUILDING ACCESS DOORS ARE NOT REQUIRED WHERE CONCERNS, AND/OR WHERE OTHER CONFLICTS MAY OCCUR. SUBMIT COORDINATION DRAWINGS, ELBOWS: 37. TEST REPORT: THE MECHANICAL EQUIPMENT IS INSTALLED ABOVE LAY -IN AND ACCESSIBLE SPLINE CEILINGS. OTHER RELATING TO THESE CONFLICTS WITH THE MECHANICAL EQUIPMENT, DUCT, PIPING, ELECTRICAL, TYPES OF SPLINE CEILINGS REQUIRE BUILDING ACCESS DOORS. STRUCTURAL AND ARCHITECTURAL SYSTEMS ETC., SHOWING CLEARANCES AND RELATIONSHIP TO 25. TURNING VANES AND SMOOTH RADIUS ELBOW (WITHOUT VANES): THE TBA SHALL PREPARE FIVE (5) COPIES OF A FINAL COMPREHENSIVE TEST REPORT IN THE FOLLOWING STRUCTURAL MEMBERS, PIPING, LIGHTS, CONDUITS, ELECTRICAL EQUIPMENT, AND BUILDING FORMAT. SIZE THE BUILDING ACCESS DOORS FOR THE USE INTENDED, BUT NOT LESS THAN 12 INCHES BY 12 INCHES. COMPONENTS. IN PREPARING THESE SHOP DRAWINGS, ESTABLISH LINES AND LEVELS FOR ALL DIVISIONS AT ALL DUCT TURNS OF 45 DEGREES OR MORE, PROVIDE SINGLE THICKNESS TURNING VANES PER SMACNA WHERE HUMAN ACCESS IS REQUIRED, PROVIDE 24 INCHES BY 24 INCHES, OR LARGER. OF THE WORK IN THE AFFECTED AREA. IMMEDIATELY CALL TO THE ATTENTION OF THE ARCHITECT ANY REQUIREMENTS. ALTERNATIVELY, USE SMOOTH RADIUS ELBOW (R/W= 1.5). REPORT SHALL BE BOUND 8-1/2 X 11" WITH SUBSTANTIAL COVERS USING APPROVED FORMS, TYPED OR INTERFERENCE OR CONFLICT FOR CLARIFICATION IN WRITING. COMPUTER GENERATED REPORTS ARE ACCEPTABLE. WHERE BUILDING ACCESS DOORS CANNOT BE INSTALLED FOR STRUCTURAL OR ARCHITECTURAL 26. BRANCH TAKEOFF FITTINGS: REASONS, NOTIFY THE ARCHITECT. SUBMIT SHOP DRAWINGS FOR ALL DUCTWORK. REPORT SHALL BE INDEXED. AT ALL MAIN TO BRANCH DUCT TAPS, TAKEOFFS, OR RUN -OUTS PROVIDE 45 DEGREE ENTRANCE TAPS, AS PRIME COAT BUILDING ACCESS DOORS IN PAINTED AREAS WITH FINISH PAINTING AS SPECIFIED IN OTHER SUBMIT LAYOUT DRAWINGS OF EACH MECHANICAL SYSTEM SHOWING THE LOCATION, ARRANGEMENT, ETC. DETAILED BY SMACNA STANDARDS. TABLE OF CONTENTS SHALL LIST ALL REPORTS. DIVISIONS. OF ALL EQUIPMENT, ALL TRADES, ETC. TO BE INSTALLED RELATED TO THE RESPECTIVE SYSTEM. 27. DUCT MOUNTED ACCESS PANELS: ALL AIR OUTLETS SHALL BE LOCATED ON CODED DRAWINGS PREPARED BY THE T&B AGENCY. AIR OUTLETS IN WET AREAS, TOILET ROOMS, OR AREAS WITH CERAMIC TILE FLOORS OR WALLS, PROVIDE STAINLESS MAINTAIN DAILY UPDATED DRAWINGS SHOWING DEVIATIONS FROM CONSTRUCTION DOCUMENTS. AT THE FORMS SHALL BE PREPARED AND CORRELATED TO THE CODED DRAWINGS. STEEL BUILDING ACCESS DOORS. END OF THE PROJECT, PROFESSIONALLY PREPARE AS -BUILT DRAWINGS AND SUBMIT THREE COPIES, ONE INSTALL ACCESS PANELS AS FOLLOWS: REPRODUCIBLE. TEST SUMMARY SHALL DESCRIBE FINAL TEST PROCEDURES AND SPECIAL CONDITIONS DURING TESTS PROVIDE BUILDING ACCESS DOORS WITH A CONCEALED KEY OPERATED LOCK AND CONCEALED HINGES. AT INLET OF EACH DUCT MOUNTED FIRE AND MOTORIZED DAMPER. (SUCH AS THERMOSTAT OUTSIDE/RETURN AIR RELATIONSHIP, AND DUCT STATIC PRESSURE. ALL LOCKS SHALL BE KEYED ALIKE. 15. AS -BUILT DRAWINGS: FOR DUCT MOUNTED CONTROLS. DESCRIBE OTHER DATA THAT MAY ASSIST OPERATING PERSONNEL IN THE CONTINUING OPERATION OF THE PROVIDE BUILDING ACCESS DOORS AS SPECIFIED IN OTHER DIVISIONS OF THE WORK OR PROVIDE MILCOR MAINTAIN DAILY UPDATED DRAWINGS SHOWING DEVIATIONS FROM CONSTRUCTION DOCUMENTS. AT THE SYSTEM. DOORS, OR EQUIVALENT, SUITABLE FOR THE INSTALLATION INTENDED. PROVIDE FIRE RATED DOORS FOR END OF THE PROJECT, PROFESSIONALLY PREPARE AS -BUILT DRAWINGS AND SUBMIT THREE COPIES, ONE AS REQUIRED AND DIRECTED BY THE TEST AND BALANCE CONTRACTOR. ALL FIRE RATED WALLS, PARTITIONS, AND CEILINGS. REPRODUCIBLE. T&B CONTRACTOR SHALL TAKE AND RECORD ALL NECESSARY READINGS AT THE FINAL BALANCE POINTS, WHERE REQUIRED FOR DUCT INSPECTION, MAINTENANCE, AND CLEANING. SUCH AS BUT NOT LIMITED TO: AIR QUANTITIES, PRESSURES, SETPOINTS, ENTERING AND LEAVING COIL 10. WORK BY OTHER TRADES: 16. OPERATION AND MAINTENANCE MANUALS: TEMPERATURES, SPACE INDOOR AND OUTSIDE WET AND DRY BULB TEMPERATURES, OUTDOOR WEATHER ACCESS PANELS SHALL BE 18 INCHES X 18 INCHES OR LARGEST DUCT WILL ALLOW. NORMALLY CENTER CONDITIONS, ELECTRICAL READINGS OF ALL NEW AND EXISTING MOTORS, COMPRESSORS, ETC. FURNISH ALL SLEEVE FRAMES, BUILDING ACCESS DOORS, PREFABRICATED EQUIPMENT CURBS, ROOF UPON COMPLETION OF THE PROJECT, SUBMIT THREE COPIES OF ALL OPERATION AND MAINTENANCE THE ACCESS PANEL IN THE BOTTOM OF THE DUCT AS CLOSE AS POSSIBLE TO THE DUCT MOUNTED DEVICE. CURBS, ETC. FOR INSTALLATION BY OTHER TRADES. MANUALS, WARRANTIES, SPARE PARTS LIST, AS -BUILT DRAWINGS, TEST AND BALANCE REPORTS, AND ACCESS PANELS MAY BE INSTALLED ON THE SIDE OF THE DUCT, WHERE NECESSARY. TEST REPORT SHALL CONTAIN TBA CERTIFICATION OF TEST DATAAND SYSTEM CONDITIONS. LETTER OF GUARANTEE ALL BOUND IN THREE RING BINDERS, CLEARLY SHOWING WHICH EQUIPMENT WAS INSTALL ALL MOTORS AND FURNISH THE STARTING EQUIPMENT AND DISCONNECTS TO THE ELECTRICAL SUPPLIED TO THE JOB. ACCESS PANELS SHALL BE DOUBLE WALL INSULATED HINGED WITH NEOPRENE GASKETS AND CAM LOCKS SUBMIT THE TEST REPORTS, FOR REVIEW, BEFORE SUBSTANTIAL COMPLETION. SUBCONTRACTOR FOR INSTALLATION. CONTROL WIRING, INCLUDING SWITCHES, THERMOSTATS, ON EACH UNHINGED SIDE. WHERE REQUIRED BECAUSE OF PANEL OPENING CLEARANCE, SUBSTITUTE INTERLOCKS, ETC. SHALL BE FURNISHED BY MECHANICAL SUBCONTRACTOR. ENSURE THAT THE 17. PROJECT COMPLETION: UNHINGED ACCESS PANELS WITH CAM LOCKS ON EACH SIDE AND CAPTIVE CHAIN. ACCESS PANELS SHALL ELECTRICAL EQUIPMENT MOUNTED NEAR THE MECHANICAL EQUIPMENT DOES NOT BLOCK ACCESS TO BE FLEXMASTER "TBSM-TAB DOOR" GREENHECK MODEL "HAD -10", OR EQUIVALENT. SERVICE AREAS OF THE MECHANICAL EQUIPMENT. DO NOT ALLOW ANY EQUIPMENT TO BE INSTALLED ON BEFORE STARTING AND TESTING ANY SYSTEM, HVAC, OR PLUMBING, TO PREVENT INADVERTENT THE HVAC EQUIPMENT ENCLOSURES. OPERATION OF THE MECHANICAL EQUIPMENT BEFORE THE MANUFACTURER'S INSPECTION AND TESTING, INSULATION: THE CONTRACTOR SHALL: 11. FIRE STOPPING 28. GENERAL VERIFY THAT ALL ELECTRICAL POWER IS OFF TO ALL MECHANICAL EQUIPMENT, INCLUDING THE AHU'S, ALL PENETRATIONS OF FLOORS AND OTHER FIRE -RATED ASSEMBLIES SHALL BE FIRE AND SMOKE -STOPPED ACCU'S, BOOSTER PUMPS, FIRE PUMPS, ETC. THIS SECTION APPLIES TO ALL MECHANICAL WORK. C& CONSULTING ENGiN=. LLC JCAA U) 4100 Wadsworth Blvd. o Wheat Ridge, CO 80033 ai p 303.985.3260 a* 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTU RE architecture I planning I interiors Seal: A Project for: Client: �,p0 L1CF CJ 0Q. 55535 U/ 06 N Uo +-a J Cy) > a O °° z � O � DD C10 z W ' - r ai 70 0 M O ■ CL L PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title MECHANICAL SPECIFICATIONS Sheet #: M003 FAN MOTOR INTAKE AIR FLO" F 0 0 0 0 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � II p (TYP.ALL) � II �/ i—c� II �� rc (T EJ © II II II II A T II ® II T 1 II 2 2 II 1 II (ON ROOF) (ON ROOF) (ON ROOF) I I I I (ON ROOF) II II U II II II II 1 II II T \� h MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'0" ACCESS PANEL CABINET UNIT HEATER DETAIL NO SCALE 3 M1.1 GAS C( APPLICABLE) ROOFTOP UNIT DETAIL NO SCALE PACK OPENING BETWEEN ROOF DECK, DUCTS AND ENTIRE CURB CAVITY WITH FIBERGLASS INSULATION. PROVIDE SHEETMETAL ENCLOSURE AT DUCT PENETRATION OF METAL ROOF DECK TO COVER UP AND HOLD INSULATION IN PLACE. NEW DRAIN DISCHARGE TO ROOF. ROOF JOIST 2 M1.1 SHEET NOTES Q FULL SIZE DUCT DROPS DOWN FROM RTU'S ON ROOF. PROVIDE 50 FEET OF T -STAT WIRE, LOOPED AND LEFT IN CEILING SPACE. ALL DUCTWORK SHALL BE PROVIDED DURING T.I. PHASE. CONTRACTOR TO COORDINATE DUCT DROPS DURING CORE AND SHELL SO THAT FUTURE DUCTS WILL NOT INTERFERE WITH STRUCTURE. STUB FULL SIZE SUPPLY AND RETURN AIR DUCT DOWN THROUGH ROOF DOWN BELOW ROOF JOIST. Q RTU TO BE INSTALLED AND IN SERVICE DURING CORE & SHELL PHASE. GENERAL NOTES 1. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 2. CONTRACTOR SHALL COORDINATE WORK INDICATED WITH PLUMBING, ELECTRICAL, FIRE PROTECTION, STRUCTURAL, AND ARCHITECTURAL DIVISIONS. SUBMIT 1/4" SCALE SHOP DRAWINGS FOR MECHANICAL SYSTEMS, DIMENSIONED TO INCORPORATE THE WORK OF OTHER TRADES. INDICATE SPACES RESERVED FOR PLUMBING PIPING, MECHANICAL PIPING, MECHANICAL DUCTWORK, & ELECTRICAL CONDUIT MAINS. VERIFY FIT OF MECHANICAL SYSTEMS PRIOR TO FABRICATION. COORDINATE ALL CHASE, SLEEVE, AND SLAB BLOCKOUT REQUIREMENTS BEFORE CONCRETE IS POURED OR BLOCK IS SET. C&� CONSULTING ENGiN=. LLC JCAA 4100 Wadsworth Blvd. Wheat Ridge, CO 80033 p 303.985.3260 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTU RE architecture I planning I interiors Seal: PDO L/C r�Y Gp�;��GK Lfp4, :a 55536 o SS/ONAL� A Project for: Client: /26/2021 VJ 06 N Uo +a O >0 O OD Z �o Q O U '0 (y) Z LU •� 0 70 O (U CL G PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 AA CORRECTIONS 01.29.21 No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title MECHANICAL FLOOR Sheet #: PLAN (DG3 ARCHITECTURE 2019 ALL RIGHTS RESERVED F_ GENERAL NOTES THE NOTES BELOW ARE PART OF THE CONTRACT DOCUMENTS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND UNDERSTAND THEM. 1. DO NOT SCALE DRAWINGS. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS AND MOUNTING HEIGHTS. OBTAIN EXACT FLOOR DRAIN AND FLOOR SINK LOCATIONS FROM MECHANICAL DRAWINGS. 3. VTR'S SHALL BE MIN. 10'-0" FROM OA INTAKES. COORDINATE WITH MECHANICAL SECTION. 4. VERIFY LOCATION OF HANDICAPPED FIXTURES WITH ARCHITECTURAL DRAWINGS. 5. PROVIDE CHROME PLATED ESCUTCHEONS AT PIPE SLEEVES FOR EXPOSED BARE PIPE. 6. PROVIDE ACCESS DOORS IN GYP. BOARD CEILINGS AND INACCESSIBLE WALLS FOR VALVES AND CLEANOUTS. COORDINATE WITH ARCHITECT FOR EXACT SIZE AND LOCATION OF ACCESS DOORS. 7. PLUMBING FIXTURES SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDER RELEASE. CONTRACTOR SHALL VERIFY PLUMBING FIXTURES WITH ARCHITECT PRIOR TO BID. 8. AT HANDICAP LAVATORIES & SINKS, COVER OFFSET WASTE, P -TRAP, HOT & COLD WATER ANGLE STOPS & SUPPLIES WITH WHITE SKAL GARD MODEL SG -102,103 & 104. (EQUAL BY PROWRAP). 9. ARRANGE WH'S TO PROVIDE EASE OF DISASSEMBLY & MAINTENANCE. 10. PIPES PASSING THRU 1 HR. FIRE RATED WALLS & FLOORS SHALL BE SEALED W/ U.L. LISTED MATERIAL EQUAL TO 3M FIRE BARRIER, CAULK OR PUTTY. 11. EQUIPMENT START-UP SHALL BE BY MANUFACTURER'S AUTHORIZED REPRESENTATIVES. 12. FLOOR SINKS SHALL BE LOCATED SO AS NOT TO CREATE TRIPPING HAZARD WHEN ROUTING DRAIN LINES @ FLOOR LEVEL. VERIFY EXACT DRAIN LINE ROUTING PRIOR TO FLOOR SINK ROUGH -IN. 13. PLUMBING RISER ISOLATION & DRAIN VALVES SHALL BE LOCATED WITHIN EASY REACH OF CEILING, WHERE CEILINGS OCCUR BELOW & DROPPED TO WITHIN A MAX. 10'-0" OF FINISHED FLOOR WHERE NO CEILING OCCURS. 14. PIPING SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH SMACNA GUIDELINES FOR SEISMIC RESTRAINT. 15. WHERE HANDICAPPED WATER CLOSET INDICATED (VERIFY WITH ARCH. DWGS.), LOCATE FLUSH VALVE ON WIDE SIDE OF STALL PER ADA STANDARDS. 16. INSULATED PIPING EXPOSED TO VIEW THROUGHOUT THE FACILITY SHALL BE COVERED AND FINISHED WITH PVC JACKET EQUAL TO MANVILLE PVC / PERMAPIPE JACKETING SYSTEM USING 30 MIL THICK JACKET. INSTALL PER MANUFACTURER'S INSTRUCTIONS WITH SEAM ON TOP OF PIPE SO AS TO NOT BE VISIBLE FROM OCCUPIED SPACE. 17. PROVIDE WALL CLEANOUTS AT SINKS AND URINALS IN ACCORDANCE WITH APPLICABLE SECTIONS OF IPC. 18. TRAP PRIMER EQUAL TO PRECISION PRODUCTS CO. "PRIME -RITE" SHALL BE INSTALLED AT FLOOR SINKS & FLOOR DRAINS IN MECHANICAL ROOMS. PIPE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 19. PROVIDE 1/2" SOV AHEAD OF EACH TRAP PRIMER. 20. PROVIDE A 6 MIL. POLYETHYLENE SLEEVE SYSTEM EQUAL TO IPS WATER-TITE FOR COPPER DOMESTIC WATER PIPE BELOW SLAB. RTU -1 115 MBH RTU -2 115 MBH RTU -1 115 MBH 21. HOT & COLD WATER SOV'S SHALL BE LOCATED TO BE EASILY ACCESSED. 22. CONTRACTOR SHALL VERIFY SIZE & LOCATION OF UNDERGROUND UTILITIES. COORDINATE WITH OTHER TRADES AND MAKE FINAL CONNECTION. 23. PROVIDE WATER HAMMER ARRESTORS EQUAL TO WATTS REGULATOR NO. 15 SERIES. PROVIDE ON HOT & COLD WATER PIPING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS. DEVICES SHALL BE PDI CERTIFIED AND ANSI APPROVED. 24. PLUMBER SHALL MAKE FINAL CONNECTIONS TO ALL PLUMBING FIXTURES, 25. WATER PIPING SHALL BE ROUTED "AROUND" ELECTRICAL ROOMS. 26. ALL REQUIRED CLEANOUTS NOT LOCATED IN MECHANICAL ROOMS SHALL BE LOCATED IN WALLS AS REQUIRED. NO FLOOR CLEANOUTS ARE TO BE INSTALLED IN PUBLIC AREAS, CORRIDORS AND UNITS. CLEANOUTS SHOWN REPRESENT APPROXIMATE LOCATIONS. CONTRACTOR RESPONSIBLE FOR EXTENDING WASTE LINES TO NEAREST WALL AND PROVIDE WALL CLEANOUT AS REQUIRED. COORDINATE LOCATION AND COVER FINISHES WITH ARCHITECT PRIOR TO ORDER RELEASE AND STARTING WORK. 27. CONTRACTOR TO PROVIDE FREEZE PROOF HOSE BIBBS AS REQUIRED AROUND EXTERIOR OF BUILDING. COORDINATE EXACT LOCATIONS WITH ARCHITECT PRIOR TO STARTING WORK. 28. COORDINATE ROUTING OF UNDERGROUND PIPING WITH STRUCTURAL FOOTINGS PRIOR TO COMMENCING WORK. 29. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT DOCUMNETS TO THE ATTENTION OF THE ARCHITECT VERBALLY AND IN WRITING. WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 29. SUBMITTED EQUIPMENT WILL BE REVIEWED FOR CONFORMITY OF SCHEDULED INFORMATION INCLUDING, BUT NOT LIMITED TO: QUALITY, PERFORMANCE, PHYSICAL CHARACTERISTICS, OPTIONS, AND OTHER FEATURES AS NOTED. IF THE CONTRACTOR SUBMITS MANUFACTURERS OR MODELS OTHER THAN THE SCHEDULED ITEMS, THE EQUIPMENT WILL BE SUBJECT TO REVIEW AND ACCEPTANCE/REJECTION AT THE ENGINEER'S DISCRETION. OWNER WILL HAVE FINAL AUTHORIZATION OF EQUIPMENT APPROVAL. 30. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 31. CONTRACTOR SHALL COORDINATE WORK INDICATED WITH PLUMBING, ELECTRICAL, FIRE PROTECTION, STRUCTURAL, AND ARCHITECTURAL DIVISIONS. SUBMIT 1/4" SCALE SHOP DRAWINGS FOR MECHANICAL SYSTEMS, DIMENSIONED TO INCORPORATE THE WORK OF OTHER TRADES. INDICATE SPACES RESERVED FOR PLUMBING PIPING, MECHANICAL PIPING, MECHANICAL DUCTWORK, & ELECTRICAL CONDUIT MAINS. VERIFY FIT OF MECHANICAL SYSTEMS PRIOR TO FABRICATION. COORDINATE ALL CHASE, SLEEVE, AND SLAB BLOCKOUT REQUIREMENTS BEFORE CONCRETE IS POURED OR BLOCK IS SET. RTU -1 115 MBH 4" G 3" G F 3" G =0 1 2" G 01 4050 MBH CAP. N 1980 MBH CAP. N 1865 MBH CAP. N 704 MBH CAP. N 3590 MBH AVAILABLE 1635 MBH AVAILABLE 1635 MBH AVAILABLE 589 MBH AVAILABLE U SIZED PER TABLE 402.4(1) OF 2018 IFGC GAS ESTIMATED T.D.L. = 150 FT METER /`,� PLUMBING GAS DIAGRAM SCALE: 1/8" = 1'0" MARK PLUMBING FIXTURE SCHEDULE DESCRIPTION MFR/MODEL 12"X12" CAST IRON SANITARY FLOOR SINK WITH ACID RESISTING PORCELAIN ENAMEL OR EPDXY COATED FS -1 INTERIOR, DOUBLE DRAINAGE FLANGE WITH WEEPHOLES WHERE WATERPROOF MEMBRANES OCCUR, TP -1 REMOVABLE INTERNAL ANTI -SPLASH DOME STRAINER, NICKEL BRONZE GRATE, 1/2" PRIMER TAPPING, AND DRAIN OUTLET OF SIZE INDICATED ON DRAWINGS. PROVIDE P -TRAP OF MATERIAL SPECIFIED FOR DRAINAGE PIPING AND SIZE INDICATED ON DRAWINGS. FLOOR SINK = ZURN #ZN1902-KC-2-33-P OR EQUAL BY JOSAM, J.R. SMITH, WADE TRAP PRIMER - PPP PRECISION PRODUCTS CODES & DESIGN CRITERIA ABV/BLWSIZES JURISDICTION: WHEAT RIDGE, COLORADO PLUMBING CODE: 2018 INTERNATIONAL PLUMBING CODE FUEL GAS CODE: 2018 INTERNATIONAL FUEL GAS CODE 976 CFH MATERIAL PLUMBING DESIGN CRITERIA DOMESTIC WATER: A 1.5" REMOTE DOMESTIC WATER TAP AND 1.5" METER WITH A 2" BUILDING DISTRIBUTION. REFER TO CIVIL FOR WATER METER LOCATION AND TAP. SANITARY SEWER: A 4" SANITARY SLOPED AT 1/8" PER FOOT SHALL BE STUBBED INTO REAR OF BUILDING. NATURAL GAS SYSTEM: 7" WC GAS LINE SHALL BE ROUTED TO THE BUILDING, GAS CAPPED AND VALVED FOR TENANT EXTENSIONS. JCAACE BASIS OF DESIGN IS 7" WC ENTERING, 200 LINEAR FEET. GREASE WASTE: A 4" GREASE WASTE LINE SHALL BE STUBBED INTO REAR OF BUILDING. GREASE INTERCEPTOR SUPPLIED BY LANDLORD. SHEET INDEX ISSUE U) z O O W UJ UJ LL U) U) O w U D' g W D' z OU W W C) rn 000 N N N N � (0 Ln N N O N 1 4 r` 0 0 0 0 SHEET NO. SHEET DESCRIPTION • • • • P0.1 PLUMBING COVER SHEET • • • P0.2 PLUMBING SPECIFICATIONS • • • • P1.0 PLUMBING FLOOR PLAN AND DETAILS LEGEND ABBR. SYMBOL DESCRIPTION SAN OR W WASTE OR SEWER BELOW GRADE SAN OR W WASTE OR SEWER ABOVE GRADE FCO/GCO - - FLOOR OR GRADE CLEANOUT CW - COLD WATER SOV SHUT-OFF VALVE BFP BACKFLOW PREVENTER G G GAS, LOW PRESSURE FD a FLOOR DRAIN GW --GR-- GREASE WASTE BELOW GRADE PC c--- PIPE CAP PLUMBING MATERIAL SCHEDULE GAS LOAD SCHEDULE ABV/BLWSIZES QUANTITY GAS LOAD MBH GAS LOAD CFH SPACE #1 SYSTEM 800 MBH 976 CFH MATERIAL JOINTS FITTINGS 976 CFH GRADE 1 800 MBH 976 CFH SPACE #4 SOIL, WASTE 800 MBH 976 CFH GASKET TOTAL CFH 3200 MBH 3904 CFH O OUB OF UB DRAIN ABV ALL •� COUPLINGS W/ 0) O CASTFIRON CASTIRON CLAMPS SOIL, WASTE CL SCH. 40 SOLVENT MATCH DRAIN BLW ALL PVC WELD PIPE LEAD FREE DOMESTIC ABV 1/2" TO 1" PEX SHARKBITE SHARKBITE STYLE WATER STYLE PUSH FIT PUSH FIT DOMESTIC ABV 1" TO 3" PLENUM PRESSFIT PRESSFIT WATER RATED CPVC DOMESTIC TYPE K LEAD WROUGHT BLW ALL WATER COPPER FREE SOLDER COPPER CONDENSATE TYPE M LEAD FREE WROUGHT ABV ALL DRAIN COPPER SOLDER COPPER SCH. 40 MALLEABLE GAS ABV 1/2" TO 2" SCREWED BLACK STEEL BLACK IRON SCH. 40 SCH. 40 GAS ABV 2 1/2" + WELDED BLACK STEEL BLACK STEEL GAS LOAD SCHEDULE ITEM QUANTITY GAS LOAD MBH GAS LOAD CFH SPACE #1 1 800 MBH 976 CFH SPACE #2 1 800 MBH 976 CFH SPACE #2 1 800 MBH 976 CFH SPACE #4 1 800 MBH 976 CFH TOTAL MBH TOTAL CFH 3200 MBH 3904 CFH TOTAL EQUIVALENT LENGTH =150 FEET. JCAACE BASIS OF DESIGN 7" WC AT METER DISCHARGE TOTAL CONNECTED LOAD = 3904 CFH. ROUGH -IN (INCHES) NOTES HW CW V TRAP SM -- -- -- SEE SEE SET DRAIN FLUSH AND LEVEL WITH FINISHED SURFACES, COORDINATE PLACEMENT WITH OTE OTE OTHER TRADES. COVER DRAIN DURING CONSTRUCTION TO PREVENT FOREIGN C, OBSTACLES FROM ENTERING DRAIN. FLOOR DRAIN CONNECTION SIZE AS NOTED ON CONS LAG PLANS. NCAA U) 4100 Wadsworth Blvd. o Wheat Ridge, CO 80033 ai p 303.985.3260 a* 7730 E. Belleview, Suite A 150 reenwood Village, CO 80111 ITECTU RE architecture I planning I interiors Seal: A Project for: �p CSO LICFlZ; ;a 55536 0, S/ONAL� 3/2/2021 VJ oz N Uo _Il--+ J Cy) > O O OD Z �o Q O U '0 CY) Z WF •� >7_ 0) O CL Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 CORRECTIONS 01.29.21 2ND CORRECTIONS 02.24.21 r` � r CAI .o c No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title PLUMBING COVER SHEET Sheet #: A P0.1 II I I I I I I II I(DG3 ARCHITECTURE 2019 ALL RIGHTS RESERVED DIVISION 22 SPECIFICATIONS: PLUMBING EQUIPMENT, METHODS AND MATERIALS PRODUCTS i�ei:ioI:iCL11 ALL PRODUCTS USED SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE PLUMBING CODE IN EFFECT IN THE BUILDING LOCATION. WHERE BIDDER IS NOT SURE, HE IS ADVISED TO DETERMINE WHAT LIMITATIONS, IF ANY, ARE IMPOSED AT THE SITE. 2. WATER DISTRIBUTION PIPE PIPE 4" AND SMALLER SHALL BE TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS FOR PIPE NOT IN OR UNDER FLOOR SLABS. DIELECTRIC UNIONS SHALL BE INSTALLED WHEREVER ANY DISSIMILAR METALS ARE USED. 3. SANITARY SOIL, WASTE AND VENT SYSTEMS SOIL AND WASTE PIPE SHALL BE CAST IRON AS APPROVED BY CODE FOR THIS DUTY. NO VENT STACK SHALL BE LESS THAN 2" IN DIAMETER. 4. SLEEVES AND ESCUTCHEONS PROVIDE GALVANIZED SHEET METAL SLEEVES FOR ALL PIPES AT FLOORS, CEILINGS AND PARTITIONS. PROVIDE PIPE SLEEVES TWO PIPE SIZES LARGER THAN PIPE OR INSULATION AT PENETRATIONS. CAULK AND INSTALL ESCUTCHEONS AS SPECIFIED. PROVIDE NICKEL PLATED BRASS ESCUTCHEONS WITH SPRING LOCKS OR SET SCREWS AT CEILINGS, FLOORS, AND WALLS FOR ALL PIPES. DO NOT USE CHROME PLATED FERROUS METAL ESCUTCHEONS. 5. VALVES VALVES SHALL BE SOLID BRONZE THROUGH 2" SIZE AND BRONZE FITTED FOR LARGER SIZES. PROVIDE FULL PORT BALL VALVES WITH SOLDER CONNECTIONS. VALVES SHALL BE RATED AT 125 PSI SWP/200 PSI WOG EQUIVALENT TO NIBCO, STOCKHAM, CRANE OR APPROVED EQUIVALENT. 6. CLEANOUTS AND COVERS PROVIDE CLEANOUTS AT THE BASE OF EACH STACK AND AS SHOWN ON THE DRAWINGS. SPACING SHALL NOT BE GREATER THAN 50 FEET APART. PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION OF THE WASTE LINE GREATER THAN 45 DEGREES AND AS REQUIRED TO PROPERLY ROD THE SYSTEM. CLEANOUT COVER SHALL BE THE PROPER TYPE FOR THE LOCATION AS ACCEPTED BY THE TRADE AS GOOD PRACTICE, THAT IS, FLUSH SCORED TOP FOR TILE AREAS, RECESSED TOP FOR VINYL FLOOR AREAS, DEEP CUT FOR TERRAZZO AREAS, FLUSH MOUNTED ON FLOOR UNDER CARPET WITH SCREW MARKER, CHROME PLATED COVER PLATE FOR FINISHED WALLS, ETC. 7. ROOF FLASHING FOR ROOF DRAINS AND VENT STACKS FLASHING SHALL BE LEAD OF NOT LESS THAN FOUR POUNDS PER SQUARE FEET AND SHALL BE TALL ENOUGH TO TURN INTO THE TOP OF THE VENT PIPE 12" ABOVE THE ROOF AND EXTEND OUT FROM THE ROOF DRAINS AND STACKS AT LEAST 12" ON EACH SIDE. ORAS DIRECTED BY THE ARCHITECT. 8. PIPE HANGERS AND SUPPORTS HANGERS FOR HORIZONTAL PIPES IN BUILDING SHALL BE ADJUSTABLE TYPE SUPPORTED BY THREADED RODS EQUIVALENT TO FEE AND MASON #239 OR #400. HANGERS ON BARE COPPER LINES SHALL BE COPPER PLATED. INSULATED LINES SHALL BE PROVIDED WITH A 20 GAUGE MINIMUM SADDLE 12" LONG FOR PIPES 2" AND SMALLER AND 18" FOR LARGER PIPES. SUPPORT ALL PIPING BELOW THE BUILDING, SIDEWALKS, ETC. WITH 1/4 INCH STAINLESS STEEL RODS 4 FOOT ON CENTER AND AT EACH SIDE OF EACH FITTING. FOR NEW CONCRETE, EMBED IN THE CONCRETE ABOVE AND WIRE TO THE STEEL REINFORCING. FOR EXISTING CONCRETE SLABS, USE THREADED STAINLESS STEEL RODS AND 1/4 INCH CONCRETE DRILL AND SET ANCHORS. DRILL ANCHORS ONLY INTO BEAMS AND WEBS. TWIST THE RODS AROUND THE PIPING WITH THREE COMPLETE TURNS AROUND THE VERTICAL ROD. PROVIDE 1 FOOT LONG SCHEDULE 40 PVC SADDLES FOR ALL COPPER AND PVC PIPING. THE SADDLES SHALL BE THE SAME DIAMETER AS THE PIPE. WHERE REPAIRS ARE BEING MADE, THE CONTRACTOR SHALL INSTALL THESE SUPPORT RODS ON BOTH SIDES OF THE REPAIR FOR A DISTANCE OF 4 FEET OF THE EXISTING PIPE. 9. UNIONS UNIONS 2" AND SMALLER SHALL BE GROUND JOINT TYPE WITH FLANGES BEING USED IN PIPES LARGER THAN 2". 10. FIXTURES AND EQUIPMENT GENERAL FURNISH ALL PLUMBING FIXTURES, DRAINS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. IF THE ARCHITECTURAL DRAWINGS DIFFER FROM THE PLUMBING DRAWINGS, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO BIDDING. FURNISH FIXTURES AND OTHER EQUIPMENT COMPLETE WITH ALL REQUIRED AND NECESSARY TRIM, FITTINGS, AND OTHER DEVICES FOR A COMPLETE FINISHED PROJECT AND AS DIRECTED BY THE ARCHITECT. FIXTURES AND EQUIPMENT SHALL HAVE THE MANUFACTURER'S NAME OR TRADE MARK IMPRINTED ON OR ATTACHED BY METALLIC NAME PLATE. ALL FIXTURES AND ALL TRIM SHALL BE BY THE SAME MANUFACTURER UNLESS NOTED OTHERWISE. TRIM MAY BE OF DIFFERENT MANUFACTURER THAN FIXTURES, BUT EQUIVALENT TO THAT SPECIFIED. ALL EXPOSED TRIM SHALL BE CHROME PLATED. TOPS OF ALL FLOOR DRAINS SHALL BE CHROME OR NICKEL BRONZE UNLESS OTHERWISE NOTED. FURNISH BOLT CAPS FOR ALL TOILETS AND URINALS. 11. PLUMBING FIXTURES GENERAL: THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES, WITH ALL ASSOCIATED VALVES, TRIM, CONNECTORS, ETC., SHOWN ON THE ACCOMPANYING DRAWINGS. ALL FIXTURES MUST BE DELIVERED TO THE BUILDING PROPERLY CRATED. ESCUTCHEONS SHALL BE CHROME PLATED BRASS OR STAINLESS STEEL. TRAPS SHALL BE 17 -GAUGE AND SHALL HAVE COUNTER SUNK CLEANOUT PLUG. EXECUTION 12. GENERAL ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING CODES AND THE BEST PRACTICES AND ALL PRODUCTS INSTALLED AS DIRECTED BY THE MANUFACTURER THROUGH THEIR WRITTEN INSTRUCTIONS. 13. DISINFECTION DISINFECT NEW WATER PIPING (AND EXISTING WATER PIPING AFFECTED BY THE CONTRACTOR'S OPERATION) IN ACCORDANCE WITH AWWA C601. FILL PIPING SYSTEMS WITH SOLUTION CONTAINING A MINIMUM OF 50 PARTS PER MILLION OF AVAILABLE CHLORINE AND ALLOW SOLUTION TO STAND FOR A MINIMUM OF 24 HOURS. FLUSH SOLUTION FROM SYSTEMS WITH CLEAN WATER UNTIL MAXIMUM RESIDUAL CHLORINE CONTENT IS NOT GREATER THAN 0.2 PARTS PER MILLION. 14. EXCAVATION AND BACKFILLING DO ALL EXCAVATION AND BACKFILLING REQUIRED. TRENCHES SHALL BE WIDE ENOUGH FOR PROPER INSTALLATION OF THE PIPE. GRADE THE DITCH BOTTOM FOR PROPER SLOPE AND PROVIDE BELL HOLES TO ALLOW THE FULL BEARING OF THE PIPE BARREL. COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS RELATING TO DITCHING. DEWATER TO EXTENT NECESSARY TO GIVE PROPER COMPACTION UNDER ALL PIPES. CONTINUE DEWATERING OPERATION UNTIL SYSTEM HAS BEEN TESTED, APPROVED, BACKFILLED AND COMPACTED. EXCAVATE 6" BELOW THE PIPE AND FILL WITH COMPACTED OR WETTED SAND TO PIPE GRADE. NO EXCAVATION SHALL BE UNDER OR NEAR FOOTINGS WITHOUT APPROVAL OF THE ARCHITECT. BACKFILL WITH CLEAN DIRT OR SAND, NO ROCKS, CLODS OR TRASH. TAKE CARE NOT TO DISTURB THE PIPE GRADE OR ALIGNMENT. COMPACT AROUND AND UNDER THE PIPE CAREFULLY. FINISH BACKFILL WITH APPROVED MATERIAL AND LEAVE SLIGHTLY MOUNDED. CLEAN UP AROUND THE DITCH AREA TO REMOVE TRASH AND ANY EXCESS DIRT. WHERE DITCH IS UNDER FUTURE PAVEMENT, FINISH SURFACES, OR FOOTINGS, THE FILL SHALL BE COMPACTED IN 6" LAYERS WITH A POWER TAMPER. PLUMBING SPECIFICATIONS 15. CONTRACTOR'S RESPONSIBILITIES THE CONTRACTOR'S RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO: SETTING FLOOR AND WALL SLEEVES IN PROPER LOCATIONS. INFORMING OTHER TRADES OF LOCATION OF AND SIZE OF CHASES, STACKS, CLEANOUTS, ETC. THAT WILL LATER RELATE TO THEIR WORK. PROVIDING ACCESS TO ALL ITEMS REQUIRING ROUTINE SERVICE. SETTING THE ELEVATION OF FLOOR DRAIN TOPS TO PROVIDE FOR A SLOPE OF 1/16" PER FOOT TOWARD THE DRAIN. THIS REQUIRES COORDINATION WITH THE CONCRETE SUBCONTRACTOR AND RECHECKING AT THE TIME THE POUR IS BEING MADE. INSULATION: 16. GENERAL THIS SECTION APPLIES TO ALL PLUMBING WORK. ALL INSULATION SHALL BE IN STRICT ACCORDANCE ALL LOCAL AND STATE ENERGY CODES. THE INSULATION WORK SHALL BE PERFORMED BY FIRM REGULARLY ENGAGED IN THIS TYPE WORK USING MECHANICS SKILLED IN THE TRADE. INSTALL ALL MATERIALS AS RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE INTENDED. ALL INSULATION MATERIAL, INCLUDING SEALER MATERIAL, ADHESIVES, COVERING MATERIAL, FINISH, ETC. SHALL HAVE A U. L. LISTED FLAME SPREAD RATING NOT OVER 24 WITHOUT EVIDENCE OF CONTINUED PROGRESSIVE COMBUSTION AND WITH A SMOKE DEVELOPED RATING NOT HIGHER THAN 50. ALL COATINGS AND COVERINGS FOR HOT SERVICE SHALL BE BREATHER TYPE AND VAPOR BARRIER TYPE FOR COLD SERVICE. 17. DOMESTIC HOT AND COLD WATER DOMESTIC HOT AND COLD WATER PIPE ABOVE GRADE AND IN CONCEALED SPACES SHALL BE INSULATED USING ALL SERVICE JACKET WITH SELF-SEALING LAPS. THICKNESS FOR ALL SIZES OF PIPE SHALL BE 1" INCH THICK FIBERGLASS FOR NON HOTWATER RECIRCULATING SYSTEMS. INSULATION SHALL MEET OR EXCEED IEEC. FITTINGS SHALL BE COVERED WITH FORMED SECTIONS OF MATERIAL. 18. COLD DRAIN LINES INSULATE ALL HORIZONTAL DRAIN LINES WHICH CAN RECEIVE COLD CONDENSATE WITH V THICK (3/4 LBS/CU. FT. DENSITY) DUCT WRAP WITH ALUMINUM ALL SERVICE JACKET, VAPOR BARRIER. 19. WATER DISTRIBUTION PIPING EXTEND FROM THE WATER ENTRANCE TO EVERY FIXTURE, WATER HEATER, OR OUTLET REQUIRING HOT OR COLD WATER. PROVIDE STOP VALVE AND A DRAIN FOR THE SYSTEM. EVERY LOW POINT SHALL BE DRAINED WITH A CAP OR PLUG AND DRAIN VALVE. PIPE SIZES SHOWN ON THE DRAWINGS ARE INTERNAL DIAMETER. EVERY FIXTURE CONNECTION SHALL BE PROVIDED WITH A STOP VALVE AND AN 3/4" X 15" HIGH AIR CHAMBER VERTICALLY AT THE FIXTURE CONNECTION. AT CONTRACTOR'S OPTION, EXISTING BRANCH (NOT MAIN) DOMESTIC WATER PIPING MAY BE REUSED WITHIN UNIT IF TESTED AND PROVEN TO BE IN PROPER CONDITION WITH APPROVAL OF ARCHITECT. 20. BUILDING DRAIN, WASTE AND VENT SYSTEM THE WASTE AND VENT SYSTEM SHALL BE GENERALLY AS SHOWN ON THE DRAWINGS WITH CHANGES ON THE JOB AS REQUIRED TO MEET JOB CONDITIONS. ANY MAJOR CHANGE FROM THAT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY THE ARCHITECT. A FIXTURE SHALL WASH THE BOTTOM OF ALL STACKS WHETHER REQUIRED BY LOCAL CODE OR NOT. EXTEND VENT STACKS 12" ABOVE THE ROOF AND FLASH WITH FLASHING. TURN THE TOP OF FLASHING INTO THE STACK. THERE SHALL BE NO HORIZONTAL OFFSET IN VENTS LESS THAN 6" ABOVE THE FLOOD RIM OF THE HIGHEST FIXTURE IN THE GROUP. 21. TESTING NOTIFY ARCHITECT THREE WORKING DAYS BEFORE ANY TESTS ARE MADE. NO JOINTS OR FITTINGS SHALL BE CONCEALED UNTIL TESTED AND APPROVED. REPEAT TEST AS NECESSARY UNTIL PROVEN SATISFACTORY. THE FOLLOWING TEST AS DESCRIBED IN THE INTERNATIONAL PLUMBING CODE, SECTION 312, SHALL BE PERFORMED: SEWER SYSTEM: WATER TEST - FILL SYSTEM WITH WATER AND HOLD FOR 45 MINUTES WITHOUT DROP IN WATER LEVEL. MINIMUM HEAD SHALL BE 10 FEET OF WATER. BALL TEST - PASS A WOODEN SEWER BALL THROUGH THE SYSTEM USING ONLY WATER TO ASSIST. WATER SYSTEM IMPOSE 150 PSI WATER PRESSURE ON THE SYSTEM WITH SYSTEM FULL OF WATER AND HOLD FOR FOUR HOURS WITHOUT PRESSURE DROP. IN FREEZING WEATHER ONLY, USE 150 PSI AIR PRESSURE AND HOLD FOR 8 HOURS WITHOUT DROP IN PRESSURE BEYOND THAT EXPECTED FROM TEMPERATURE CHANGES. INSTALL PRESSURE GAUGE FOR EITHER TEST AND LEAVE IN PLACE UNTIL WATER SUPPLY IS CONNECTED. 22. SCREWED PIPE FITTINGS CUT THREADS TO FULL DEPTH AND MAKE UP USING TEFLON TAPE. USE DRAINAGE PATTERN FITTINGS FOR WASTE AND VENT SYSTEMS. 23. CAST IRON PIPE FITTINGS FITTINGS MAY BE NO -HUB, PUSH TYPE, OR LEAD AND OAKUM. INSTALL AS RECOMMENDED BY THE MANUFACTURER USING TOOLS AS RECOMMENDED BY THEM. CARE SHALL BE TAKEN TO PREVENT SHIFTING OR SETTLING OF PIPE. 24. SOLDER TYPE FITTINGS BRAZE USING J.W. HARRIS "DYNAFLOW' 6% SILVER BRAZING ALLOY. CLEAN PIPE AND FITTINGS BRIGHT WITH SAND PAPER OR WIRE BRUSH AND APPLY PASTE FLUX (LIQUID FLUX IS NOT ACCEPTABLE) AND ASSEMBLE JOINT. APPLY HEAT EVENLY TO THE PIPE AND FITTINGS AND APPLY SOLDER TO FILL THE JOINT BY CAPILLARY ACTION. CLEAN JOINT OF EXCESS SOLDER BEFORE IT COOLS. FITTINGS DISCOLORED BY HEAT SHALL BE REMOVED AND THE JOINT REMADE. 25. GRADES PIPE SHALL GRADE IN DIRECTION OF FLOW NOT LESS THAN THE FOLLOWING BUILDING SEWER AND BUILDING DRAIN- 1/8" PER FOOT. WASTE AND VENT 2-1/2" AND SMALLER- 1/4" PER FOOT. WASTE AND VENT 3" AND LARGER- 1/8" PER FOOT. 26. PIPE SLEEVES TIGHTLY CAULKALL ANNULAR SPACES BETWEEN PIPES (OR INSULATION) AND SLEEVES WITH SILICONE TYPE SEALANT. SLEEVES PASSING THROUGH FLOORS SHALL EXTEND 2" ABOVE THE FLOOR LEVEL TO PREVENT WATER PENETRATION AROUND PIPE. THE SLEEVE SHALL ALSO BE SEALED TO THE FLOOR. 27. PROTECTION OF PIPE BELOW SLABS. ALL STEEL AND COPPER PIPES INSTALLED BELOW A FLOOR SLAB AND NOT INSULATED SHALL BE GIVEN ONE HEAVY TROWEL COAT OF MASTIC EQUIVALENT TO KOPPERS NO. 50. THE THREADS SHALL BE GIVEN A SECOND COAT. 28. INSTALLATION OF PIPES ALL THREADED PIPES SHALL BE REAMED TO REMOVE ALL CUTTING LIPS FROM THE INSIDE EDGE AND SHALL BE THREADED WITH CLEAN DIES TO THE PROPER DEPTH. CUTS SHALL BE CLEAN AND NOT GOUGED OR ROUGH. APPLY LUBRICANT TO MALE THREAD ONLY. ALL COPPER PIPES SHALL BE REAMED TO REMOVE ALL CUTTING LIPS FROM INSIDE EDGE. PIPE SHALL BE LAID OR SUPPORTED IN A STRAIGHT AND TRUE MANNER WITH FITTINGS USED TO MAKE ALL CHANGES IN DIRECTION. ALL PIPE SHALL BE CUT CLEAN AT PRECISE ANGLE, HAND CUTTING OF PVC PIPE SHALL NOT BE ACCEPTABLE. 29. PIPE HANGERS AND SUPPORTS SUPPORT ALL SUSPENDED PIPE WITH PROPER ADJUSTABLE SWIVEL HANGERS WITH MAXIMUM SPACING AS FOLLOWS: CAST IRON - ONE HANGER FOR EACH SECTION OF CAST IRON PIPE. SCREWED AND SOLDER PIPE - 6 FOOT SPACING FOR PIPE 1-1/2" AND SMALLER AND 10 FEET FOR LARGER. ALL THREAD HANGER RODS SHALL BE USED AS FOLLOWS: PIPE 2" AND SMALLER - 3/8" PIPE 2-1/2 TO 4" - 1/2" PIPE ABOVE 4" - 5/8" SUPPORT ALL VERTICAL PIPE WITH KNEE ANCHORS OR FLOOR CLAMPS AND BRACE AS REQUIRED. CLAMPS AND HANGERS ON INSULATED PIPE SHALL BE PROVIDED WITH A HEAVY GALVANIZED BEARING PLATE NOT LESS THAN FOUR INSULATION DIAMETERS LONG. BARE COPPER PIPES SHALL BE SUPPORTED WITH COPPER PLATED HANGERS. SUPPORT HANGERS FROM BEAM CLAMPS, INSERTS IN CONCRETE, JOIST CLAMPS, ETC. AS NECESSARY TO SUPPORT THE WEIGHT. NO WIRE OR STRAPS ARE TO BE USED FOR HANGERS. 30. PROTECTION DURING CONSTRUCTION INSTALL TEST PLUGS, WOOD PLUGS OR CAPS IN ALL OPEN PIPES AT TIME OF INSTALLATION AND DO NOT REMOVE UNTIL PIPE IS CONNECTED. MAINTAIN PRESSURE AND PRESSURE GAUGE ON ALL WATER LINES DURING CONSTRUCTION. USE WATER EXCEPT IN COLD WEATHER. DRAIN ALL WATER FROM LINES TO PREVENT FREEZING. PROTECT ALL FINISHED SURFACES OF FIXTURES AND BRASS FROM ANY DAMAGE. FIXTURES OR BRASS OF ANY TYPE THAT IS DAMAGED, SCRATCHED, DISCOLORED SHALL BE REMOVED AND REPLACED AT THIS CONTRACTOR'S EXPENSE. 31. NAUTRAL GAS SYSTEM GAS PIPING ROUTED WITHIN THE BUILDING, 2" AND BELOW, SHALL BE BLACK STEEL SCHEDULE 40 WITH MALLEABLE FITTINGS, GAS PIPING 2 1/2" AND ABOVE SHALL BE BLACK STEEL SCHEDULE 40, WITH WELD FITTINGS. GAS PIPING INSTALLATION SHALL CONFORM IN ALL RESPECT TO APPLICABLE BUILDING CODES. PROVIDE DRIP LEGS WHERE EVER DIRECTION CHANGES FROM HORIZONTAL TO VERTICAL. GAS PLUG COCKS SHALL BE ROCKWELL, NORDSTRUM, DEZURICK OR APPROVED EQUAL. VENT ALL GAS REGULATORS TO OUTDOORS. EACH PIECE OF EQUIPMENT TO BE PROVIDED W/ GAS COCK AND UNION IN ACCORDANCE TO CODE. C, CONSULTING ENGINEERS. LLC J``� U) 4100 Wadsworth Blvd. o +-a Wheat Ridge, CO 80033 ai p 303.985.3260 a* 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTU RE architecture I planning I interiors Seal: A Project for: Client: �p,DO LICFN �VOw;�`�Gh �Fp4;., �� 1 55536 ;r .per ••• '. �v4' - 3/2/2021 U/ 06 N Uo +-a J Cy) > O CIDp Z CID U TZ �- (y) N z W ' • C3)F 70 0 M O ■ CL L PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 CORRECTIONS 01.29.21 2ND CORRECTIONS 02.24.21 No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title PLUMBING SPECIFICATIONS Sheet #: A P0.2 (DG3 ARCHITECTURE 2019 ALL RIGHTS RESERVED TRAP PRIMER DETAI NO SCALE 2 P1.0 CLEANOUT FINISHED SLAB (INSIDE BLDG.) SEWER MATERL AS SPECIFIED. �� TWO WAY CLEANOUT ° NOTE: 2 -WAY CLEANOUT OCCURS OUTSIDE OF BLDG. ONLY. CLEANOUT FINISHED SLAB (OUTSIDE BLDG.) NAY CLEANOUT I �..�.� �V.�EP BEND IF C.O.00CURS AT END OF LINE. CLEANOUT TO GRADE DETAIL r3_ NO SCALE P1.0 FDC SHOWN FOR REF ONLY RE: FP DRAWINGS II II II II II II II II II II II II II II II II II II II II II 3" VTR II II II 3" VTR3" VTR II II © II 4 II 4 II 4 II 4 1" 2" 1-1/2" ❑ — — — ❑ — — — II II II 3" 3" 2" 2 --- I�-- 2"-- 8 ------—�— 9 0 4" 2" 0 C 4„ 4" O TH E 4" FCO II II 4" FCO 4" 4" FCO II ROO FCO II � II II 4" FS- I I II 4" ON THE LL © II II ROOFI 2" RPBP LJ \ 2„ 2 -WAY GCO 4„ FIRE LINE 0 SHOWN FOR REF. PLUMBING FLOOR PLAN SCALE: 1/8" = 1'0" 11/2" CW LINE CAPPED FOR FUTURE Q PRESSURE GAUGE (TYP). r2_7) BALL VALVE (TYP). 1-1/2" WATER ENTRY. FROM 1" METER UNION(TYP.) 1 1/2"BYPASS NORMALLY CLOSED, WITH LOCKING BALL VALVE. STRAINER. 1-1/2" BACKFLOW PREVENTER (FEBCO 860-880V)WITH AIR GAP PIPE DISCHARGE TO FLOOR SINK. 1-1/2"PRESSURE REDUCING VALVE (WATTS SERIES N223F). NOTE: INSTALL METER AND BACKFLOW PREVENTOR IN ACCORDANCE TO LOCAL CODES AND JURISDICTIONS. 1-1/2" WATER ENTRY DETAIL ilil NO SCALE P1.0 SHEET NOTES Q 4" WASTE STUBBED INTO BUILDING AT POINT SHOWN. 4" FCO INSTALLED TO INDICATE LOCATION OF 4" SANITARY MAIN FOR FUTURE CONNECTIONS ( NOT USED. 0 2" DISTRIBUTION FROM REMOTE 1-1/2" WATER METER. REFER TO CIVIL FOR CONTINUATION ® 1" CW CAPPED AND VALVED FOR FUTURE CONNECTIONS. PROVIDE WITH SUB METER Q 7" WC GAS METER AND MANIFOLD BY GAS COMPANY, 4" GAS UP ONTO ROOF AND EXTEND AS SHOWN. Q FUTURE 3" VENT THROUGH ROOF CONNECTIONS. Q NOT USED. GAS VALVE, UNION AND DIRT LEG AT UNIT. SEE HVAC PLAN SHEET M1.1 FOR EXACT LOCATION. Q GAS PIPING FOR CONNECTION TO UNIT. CO ENGMEER U_r , P NCAA U) 4100 Wadsworth Blvd. o Wheat Ridge, CO 80033 ai p 303.985.3260 a* 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTU RE architecture I planning I interiors Seal: A Project for: Client: Q ;a 55536 :=mow �FsS/OVAL 3/2/2021 VJ 06 N Uo +a > O z o Q O U (y) Z L.I.J .- F 70 0) O J CL .- PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 CORRECTIONS 01.29.21 2ND CORRECTIONS 02.24.21 No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title PLUMBING FLOOR PLAN AND DETAILS Sheet #: o P1.0 (DG3 ARCHITECTURE 2019 ALL RIGHTS RESERVED GENERAL NOTES 1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. 2. FINAL CONNECTIONS & ROUGH -IN REQUIREMENTS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. 3. CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL, MECHANICAL AND OTHER DRAWINGS PRIOR TO BID. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL REPORT DISCREPANCIES TO THE ARCHITECT AND INCLUDE IN HIS BID ALL COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. 5. PROPOSED SUBSTITUTIONS OF ELECTRICAL EQUIPMENT OR REQUEST FOR "OR EQUAL" OR "APPROVED EQUAL" LISTING SHALL BE SUBMITTED TO ARCHITECT NOT LESS THAN TEN (10) WORKING DAYS PRIOR TO BID. 6. WORK SHALL BE PERFORMED INA WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT. 7. WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES. 8. PROVIDE PERMITS AND INSPECTIONS REQUIRED. 9. PROVIDE RECORD DRAWINGS TO ARCHITECT. DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC. 10. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH -IN. 11. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. 12. WIRE SHALL BE COPPER, 75°C RATED FOR GENERAL USE. FOR HID FIXTURES AND WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE SHALL BE COPPER, MINIMUM 90°C RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30°C AMBIENT. CONDUCTOR AMPACITY SHALL BE DERATED FOR HIGHER AMBIENT INSTALLATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. 14. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS OR EQUIPMENT. 15. SYSTEMS SHALL BE COMPLETE, OPERABLE AND READY FOR CONTINUOUS OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC., SHALL BE CONNECTED AND OPERABLE. 16. VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES, PIPING AND RACEWAY SYSTEMS PRIOR TO TRENCHING. PROVIDE NECESSARY TRENCHING, BACKFILL, EXCAVATION, SUPPORTS, SERVICE FEEDERS (CONDUIT AND/OR WIRE), PULLBOXES, TRANSFORMER PADS, SAWCUTTING AND PATCHING, CONCRETE/PAVING, ETC., REQUIRED. BACKFILL TRENCHES TO 90% COMPACTION AND PATCH TO MATCH EXISTING. CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. 17. PROVIDE MAINTENANCE RECEPTACLE WITHIN 25'-0" OF ALL MECHANICAL OR MOTORIZED EQUIPMENT. 18. SEE MECHANICAL DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. PROVIDE SERVICE TO AND CONNECT EQUIPMENT AS REQUIRED. PROVIDE FUSES OR HACR-TYPE CIRCUIT BREAKERS FOR ALL AIR CONDITIONING EQUIPMENT SIZED IN ACCORDANCE WITH MANUFACTURER'S NAMEPLATE. 19. PROVIDE ENGRAVED NAMEPLATES ON, PANELBOARDS, DISCONNECT SWITCHES, ETC. INDICATING EQUIPMENT DESIGNATION (OR DESIGNATION OF EQUIPMENT SERVED) AND VOLTAGE. NAMEPLATES TO BE MECHANICALLY FASTENED. 20. PANEL DIRECTORIES SHALL BE TYPED AND INSTALLED UNDER CLEAR PLASTIC COVERS. 21. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB -ON -GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC. TRANSITIONS FROM BELOW TO ABOVE GRADE SHALL BE WITH RIGID STEEL ELBOWS WITH P.V.C. JACKET OR APPROVED EQUAL PROTECTION. 22. EMT, NON-METALLIC AND FLEXIBLE METAL CONDUITS SHALL HAVE A CODE SIZED COPPER GROUNDING CONDUCTOR. INCREASE CONDUIT SIZE AS REQUIRED. 23. FIRE ALARM, SOUND, TELEPHONE, COMPUTER, AND SIMILAR SYSTEMS CONDUITS LARGER THAN 1" SHALL HAVE LONG RADIUS SWEEPS (12 TIMES THE DIAMETER). 24. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. 25. WIRE TERMINATION PROVISIONS FOR PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, AND ALL OTHER ELECTRICAL APPARATUS SHALL BE LISTED AS SUITABLE FOR 75°C. 26. RECEPTACLES INSTALLED OUTSIDE, ON THE BUILDING EXTERIOR OR ROOF, WITHIN 6' OF A SINK OR WATER COOLER CONNECTION, VENDING MACHINES, AND KITCHEN AREAS SHALL BE GFCI TYPE OR PROTECTED BY GFCI CIRCUIT BREAKER PER NEC 210.8. 27. ALL NEW EQUIPMENT SUCH AS SWITCHBOARDS, DISTRIBUTION BOARDS, DISCONNECT SWITCHES, TRANSFORMERS AND PANELBOARDS SHALL BE BY THE SAME MANUFACTURER. 28. ELECTRICAL CONTRACTOR SHALL SUBMIT 5 COPIES OF ALL ELECTRICAL EQUIPMENT AND LIGHT FIXTURES TO ENGINEER VIA GENERAL CONTRACTOR FOR APPROVAL PRIOR TO ORDERING. 29. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF OWNER FURNISHED EQUIPMENT. VERIFY EXACT REQUIREMENTS PRIOR TO ROUGH IN. 30. ELECTRICAL CONTRACTOR SHALL PROVIDE DESIGN BUILD ENGINEERED FIRE ALARM SYSTEM MODIFIED FOR EXISTING FIRE ALARM SYSTEM INSTALLED. PROVIDE DEVICES, CONDUIT, WIRES, CABLE, PROGRAMMING AND TESTING AS DIRECTED BY EQUIPMENT MANUFACTURER AND LOCAL FIRE DEPARTMENT FOR A CODE COMPLIANT FIRE ALARM/DETECTION SYSTEM. MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL MEET PREVAILING CODES. THE SYSTEM SHALL BE COMPLETE AND OPERABLE. SUBMIT ONE LINE DIAGRAM OF SYSTEM WITH SHOP DRAWINGS. ONE LINE SHALL SHOW DEVICES, CONDUIT, WIRE, CABLE SIZES AND BATTERY CALCULATIONS. EQUIPMENT TO BE NEW AND SHALL BE STAMPED, SIGNED, CALIBRATION AND TESTED BY FACTORY CERTIFIED TECHNICIAN. 31. HANDLE TIES SHALL BE PROVIDED FOR ALL MULTI -WIRED BRANCH CIRCUITS UNLESS INDIVIDUAL NEUTRAL CONDUCTORS ARE PROVIDED PER NEC 210.4(B) 32. FURNISH ALL MECHANICAL EQUIPMENT WITH FUSIBLE DISCONNECTS. THESE DISCONNECTS SHALL BE EQUIPPED WITH CLASS "R" FUSES 33. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT DOCUMNETS TO THE ATTENTION OF THE ARCHITECT VERBALLY AND IN WRITING. WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 34. GAS WATER HEATERS TO HAVE A GFI OUTLET WITH IN SIX SIX FEET FOR IGNITER. LEGEND N SYMBOL DESCRIPTION ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE GND INDICATES GROUND PNL INDICATES PANEL WP INDICATES WEATHER-PROOF (NEMA 3R) NON-FUSED DISCONNECT SWITCH - 30A, 3P, UNLESS NOTED OTHERWISE G SURFACE MOUNTED PANELBOARD ES' FUSED NEMA 3R DISCONNECT SWITCH 0 MOTOR OUTLET v HOMERUN CONDUIT - ARROW INDICATES QUANTITY OF CIRCUITS a CONDUIT AND/OR WIRE CONCEALED IN WALL OR ABOVE CEILING FLUORESCENT STRIP W OC FLUORESCENT TROFFER Q RECESSED/SURFACE DOWNLIGHT ,0- --% (0) PENDANT MOUNTED LUMINAIRE FO WALL SCONCE m RECESSED LED S SWITCH S3 3 WAY SWITCH SM SWITCH OCCUPANCY SENSOR MS CEILING MOUNTED OCCUPANCY SENSOR J RECEPTACLE GFI RECEPTACLE �i QUAD RECEPTACLE 0 DUPLEX RECEPTACLE/TELE-DATA Z)> caNOUD TELE -DATA OUTLET COAX OUTLET 0 JUNCTION BOX El PUSH BUTTON QI SMOKE DETECTOR N HORN STROBE CD N MANUAL PULL BOX COMBINATION BATTERY PACK EGRESS / EXIT LIGHT EM EM WALL SCONCE v BATTERY BACK EGRESS LIGHT e MECHANICAL EQUIPMENT - SEE HVAC AND PLUMBING DRAWINGS = N GROUND BUS & GROUND ELECTRODES SHEET INDEX N JURISDICTION: ISSUE ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE ENERGY CODE: 2018 INTERNATIONAL ENERGY CONSERVATION CODE Cf) H O O °° z � v z a 70 W OC O O w 70 _ U _ CA O w o J 0. .- 0 Z)> caNOUD w N N CD N O N O CN O N o N N N O r CVIL O O 4 O ti o SHEET NO. SHEET DESCRIPTION • • • • ES1.1 ELECTRICAL SITE PLAN • • • E0.1 ELECTRICAL COVER SHEET • • • E1.1 ELECTRICAL PLAN • • • • E2.1 ELECTRICAL ONE LINE DIAGRAM CODES & DESIGN CRITERIA N JURISDICTION: WHEAT RIDGE, COLORADO ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE ENERGY CODE: 2018 INTERNATIONAL ENERGY CONSERVATION CODE CX CONSULTING ENGINEERS, LLC 6w- JCAA '0 4100 Wadsworth Blvd. o Wheat Ridge, CO 80033 a; p 303.985.3260 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTURE architecture I planning I interiors Seal: A Project for: ikey, iKeybz! V 06 N Uo J M M > Q O °° z � 4-10 00 70 M z W .- 70 _ q J 0. .- Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 A CORRECTIONS 01.29.21 2ND CORRECTIONS 02.24.21 e p,bbott AS., ae c, yr CAA \c a No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title: ELECTRICAL COVER SHEET Sheet #: E0. 1 18'-0" -- B CONNECT SYSTEM GROUND CONDUCTOR (1 #10) 3/4" CONDUIT TO I0 HANDHOLE GRD PER NEC 250-50 POLE BASE COVER VERIFY W/ GROUND CONDUCTOR ARCHITECT TO REBAR IN POLE BASE SAS REQUIRED FOR 100 MPH WIND N LOADS AND FOR THE LOCAL SOIL CONDITIONS. LJ *** (WHERE REQUIRED BY LOCAL CODES, THE CONDUIT STUBBED ABOVE THE CONCRETE BASE SHALL BE GRC TYPE CONDUIT WITH A METAL BUSHING) *** THE EXACT LOCATIONS OF ALL BASES SHALL BE DETERMINED FROM THE ARCHITECTURAL AND CIVIL DRAWINGS, INCLUDING THE TOP OF THE POLE BASE ELEVATIONS. HANDHOLE COVER PVC ENDBELL GROUTED BASE --NON SHRINK ANCHOR BOLTS SUPPLIED w/POLE MIN. PER N.E.0 PVC SCH 40 CONDUIT HANDHOLE COVER CONCRETE POLE BASE --3000 PSI WITH 4#4 VERTICAL REBARS & #2 REBAR TIES @ 12" 12" MORE IN DIAMETER THAN THE BOLT CIRCLE DIAMETER OF THE POLE AS THE MINIMUM DIAMETER OF THE POLE BASE. POLE BASE DETAIL TYPE 'AA1' SCALE: NOT TO SCALE EXTERIOR LUMINAIRE SCHEDULE N MANUFACTURER Uo J FIXT. M M FINISH LAMP DATA LAMP WATTS MOUNTING MTG DESCRIPTION VOLTS TYPE NAME CATALOG NUMBER M METHOD HEIGHT .- 70 _ q T SINGLE HEAD TYPE IV DISTRIBUTION POLE AA1 HUBBELL CIMARRON - CL1-A-60LU-4K-4-DB-BC DB LED 135 POLE 18'-0" FIXTURE WITH BACKLIGHT CONTROL UNV WP HUBBELL GEOPAK - TRP1-12L30-3K7-3-U-DB-E DB LED 28.2 SURFACE 9'-0" WALL PACK WITH 90 MIN. BATTERY BACK-UP UNV WS VISA LIGHTING AVATAR - OW1335-L30K-H-MVOLT-BRNZ BRNZ LED 29 SURFACE 9'-0" DECORATIVE WALL SCONCE UNV N ASPHALT ASPHALT 0 N GRASS A GRASS ELECTRICAL SITE PLAN SCALE:1 " = 20'0" JCAA 4100 Wadsworth Blvd. Wheat Ridge, CO 80033 p 303.985.3260 0 0 a; 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTURE architecture I planning I interiors Seal: A Project for: IIIIIIIIIIIIIIfkiy�iEll 01M, V 06 N Uo J M M > Q O 00 Z 4-10 00 M � z W .- 70 _ q T ■ >� J .- Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 A CORRECTIONS 01.29.21 2ND CORRECTIONS 02.24.21 e p,bbott ASso ae c, yr CAA O J\�\c No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title: Sheet #: ELECTRICAL SITE PLAN ES1 01 0 G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 800 AMP SERVICE 8/120V. 30, 4 WIRE NOTES Q PROVIDE (1) 2" CONDUITS STUBBED INTO SPACE ABOVE GRADE FOR FUTURE TENANT PANEL. PROVIDE (1) 2" CONDUIT ABOVE GRADE FOR FUTURE TENANT TELEPHONE SERVICE. Q JUNCTION BOX FOR FUTURE TENANT SIGN. VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH -IN AND INSTALLATION. Q ROOF TOP UNIT TO BE INSTALLED UNDER CORE AND SHELL AND CONNECTED UNDER TENANT IMPROVEMENT. PROVIDE (1) 2" SLEEVE THROUGH ROOF FOR FUTURE CONNECTION TO TENANT PANEL. GENERAL NOTES 1. ALL WIRING TO BE 2#12CU#12CU GND Y2"C UNLESS OTHERWISE NOTED 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 CHITECTURE architecture I planning I interiors Seal: A Project for: 2021-01-28 V 2. INTERCONNECT EGRESS/EMERGENCY LIGHTING TO LOCAL UNSWITCHED 06 N LIGHTING CIRCUIT. T UO M J M > O Z Q00 CD �o HP -2 MOUNTED TRANSFORMER 70 co VIA TIME CLOCK 208/120V 3� 4W z 70 W q CD■ ELECTRICAL PLAN J ._ IkiIWA PANEL: HP DATE: 1126/212:43 PM JOB: 19.0065 MECHANICAL EQUIPMENT SCHEDULE 30 4W CIRCUIT CODE: SURFACE NEMA 1 ENCLOSURE DESIGNATION DESCRIPTION Z LOAD VOLTAGE PHASE DISCONNECT SIZE FUSE SIZE FEEDER SIZE REMARKS HP KVA FLA MCA RTU -1 ROOF TOP UNIT 0 02 a DESCRIPTION 30.0 208 3 60A3P 45.OA FRN -R (3#6,1#10G,1 -1/4"C) OB WC (N RTU -2 ROOF TOP UNIT �e 1 M 40 27.0 208 3 60A3P 40.OA FRN -R (3#8,1#10G,1"C) 0 CUH-1 CABINET UNIT HEATER 1 L 1 L 2 4 3.0 14.4 208 1 30A2P 20.OA FRN -R (2#12,1#12G,3/4"C) LTAMPS 3 --- .0460 7 H 20 CUH-1 REMARKS 1. UNIT FURNISHED WITH INTEGRAL DISCONNECT. 2. PROVIDE MOTOR RATED SWITCH WITH THERMAL OVERLOAD. 8 9 IkiIWA PANEL: HP DATE: 1126/212:43 PM JOB: 19.0065 VOLTAGE: 208 / BUS: 100 MAINS: M. L.O. FULLY RATED AIC -.A 120 M 22,000 30 4W CIRCUIT CODE: SURFACE NEMA 1 ENCLOSURE L - LIGHTING K - KITCHEN R - RECEPTACLES H - ELECTRIC HEATING LM - LARGEST MOTOR O - MISCELLANEOUS M - MOTOR VOLTAMPS Z w VOLTAMPS x w LOAD DESIGNATION VOLTAMPS RECEPTACLES - BALANCE 0 C T E D V A 0.50 LOAD DESIGNATION a w w Z 0 0 02 a DESCRIPTION (NOTE) OAOBOC VOLTAMPS x 1.00 ABC RIA OB WC (N T O �e 1 M 40 3,000 RTU -2 1.00 = 3,000 2592 2592 1500 1500 2592 360 - 0 1200 BUILDING LIGHTING 20 270 SITE LIGHTING 20 1 L 1 L 2 4 3 M 5 M LTAMPS 3 --- .0460 7 H 20 CUH-1 SPARE 20 1 8 9 H 2 --- SPARE 20 1 10 11 R 20 1 ROOF RECEIPTS SPARE 20 1 12 13 20 1 SPARE SPARE 20 1 14 15 20 1 SPARE SPARE 20 1 16 17 20 1 SPARE SPARE 20 1 18 19 20 1 SPARE SPARE 20 1 20 21 20 1 SPARE SPARE 20 1 22 23 20 1 SPARE SPARE 20 1 24 25 20 1 SPARE SPARE 20 1 26 27 20 1 SPARE SPARE 20 1 28 29 20 1 SPARE SPARE 20 1 30 31 20 1 SPARE SPARE 20 1 32 33 20 1 SPARE SPARE 20 1 34 35 20 1 SPARE SPARE 20 1 36 37 20 1 SPARE SPARE 20 1 38 39 20 1 SPARE SPARE 20 1 40 41 20 1 SPARE SPARE 20 1 42 PANEL NOTES: PHASE TOTALS PH A: 5292 PH B: 4362 PH C: 2952 TOTAL CONNECTED VA 12606 PANEL CONNECTED KVA 12.6 PANEL DEMAND KVA 13.0 PANEL DEMAND AMPS 36.0 Manufacturer: Type: PANEL HP LOAD CALCULATION LIGHTING 1,470 VOLTAMPSx 1.25 = 1,838 VOLTAMPS RECEPTACLES - 1ST 10KVA 360 VOLTAMPS x 1.00 = 360 VOLTAMPS RECEPTACLES - BALANCE 0 VOLTAMPS x 0.50 = 0 VOLTAMPS LARGEST MOTOR LOAD 0 VOLTAMPS x 1.25 = 0 VOLTAMPS BALANCE OF MOTOR LOADS 7,776 VOLTAMPS x 1.00 = 7,776 VOLTAMPS KITCHEN EQUIPMENT 0 VOLTAMPS x 0.65 = 0 VOLTAMPS ELECTRIC HEATING EQUIPMENT 3,000 VOLTAMPS x 1.00 = 3,000 VOLTAMPS MISC LOADS 0 VOLTAMPS x 1.00 = 0 VOLTAMPS TOTAL CALCULATED DEMAND LOAD 1a36.OFULL LTAMPS LOAD AMPS �0 JCAA 4100 Wadsworth Blvd. Wheat Ridge, CO 80033 p 303.985.3260 0 0 6 Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 04.01.20 q CORRECTIONS 01.29.21 e p,bbott AS., ae c, yr CAA •O No. Description Date Project No.: 19-008 Drawn By: Reviewed By: Scale: Date: 04.01.20 Filename: Sheet Title: ELECTRICAL PLAN Sheet #: E1.1 0 G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED