Loading...
HomeMy WebLinkAbout3230.5 Balsam StreetFrom: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Wednesday, December 8, 20218:26: 11 AM Revision to Permit Application Permit Number 202001555 assigned to project 720-331-8248 PROPERTY INFORMATION Permit Number 202001555 Property Address 3230.5 Balsam St. Property Owner Name Small Cell installed in public right of way Property Owner Phone 720-331-8248 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Small Cell installed in public right of way Address Contact Name Kevin Graham Contact Phone Number (enter WITH dashes, eg 303-123-4567) 720-331-8248 Contact Email Address kgraham@mountainwireless.com Retype Contact Email Address kgraham@mounainwireless.com DESCRIPTION OF WORK Detailed Revised Need to add electrical service to permit, attached construction Scope of Work - plans and Xcel power design. Electrical install was valued with Provide a detailed initial permit. description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Field not completed. 14828315.DE102.Final Power Desian.LTE1C- 2C COL0717OF R02 04-02-19 ndf No 14828315.AE201.Final Construction Drawinas Rev3a.LTE1C- 2C COL0717OF R02 04-02-20 ndf Additional Project 0 Value Only add what the revised scope of work is valued at. Attach City of Wheat Electronic Payment Form - Revised 5-1-20 Ridge Electronic Fillable 202005011620013849 202006081141368198.odf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 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 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 Submitting Kevin Graham Revision Email not displaying correctly? View it in your browser. PROJECT DESCRIPTION • XCEL TO REPLACE 29'-2" WOOD POLE W/ NEW 35'-0" METAL COMPTEK POLE (PROVIDED BY XCEL) • INSTALL (1) CANISTER ANTENNA ON NEW MOUNT • INSTALL (1) RRH UNIT INSIDE POLE • INSTALL (1) ELECTRICAL METER INSIDE POLE • INSTALL (1) LOAD CENTER INSIDE POLE at&t PROJECT INFORMATION Mobility SITE ADDRESS: 3230.5 BALSAM ST COUNTY: JEFFERSON CLUSTER NAME: CRAN RUTH ARVDA WHEAT RIDGE, CO 80033 JURISDICTION: CIN OF WHEAT RIDGE ■ LATITUDE: —105. 88 ZONING DISTRICT: R—C SITE ID: COL07170F R02 LONGITUDE: —105.088784 ADJACENT PARCEL #: 2075-21-2-11-001 rtyor GROUND ELEVATION: 5525.0' POLE NT POLE #: 766-704 NODE U S I D ■ 222824 ANTENNA TIP HEIGHT: 34'-6" POLE COLOR CODE: LIGHT GREY, RAL# 7047 ■ APPROVED NODE USID: 222824 XCEL CONVERSATION#: 730979 Revieweafer Code Compiianee COORDINATES: 39.762776, =105.088784 plans Examiner SITE ADDRESS: 3230.5 BALSAM ST DRAWING INDEX REV mmpvmn°mNVNmO°p"mx( amapwwnv),aymm°mm °rry°J Me wovsbru =/Me EuAfM9.3We w°l WI �Y°rJimwe,. °e+mef gew,ung ro pm °urMnry r° vbr°h wwmel the°,°w•w gmr.•Wenq 14828315-COL0717F_R02-T-1 TITLE SHEET 38 CONSTRUCTION DRAWINGS (MICRO) 14828315-COL0717OF R02 -A-1 OVERALL SITE PLAN 3a 14828315-COL0717OF_R02-A-2 ENLARGED EQUIPMENT PLAN 3a 14828315-COL07170F_RO2-A-3 EXISTING & NEW POLE ELEVATIONS 3a DIRECTIONS APPLICABLE BLDG. CODES AND STANDARDS 14828315-COL0717OF R02 -RF -1 RF & EQUIPMENT DETAILS 3a 14828315-COL07170F_RO2-E-1 ELECTRICAL ONE LINE DIAGRAM 3a DIRECTIONS: (161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112): SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND 14828315-COL0717OF R02 -G-1 GROUNDING DETAILS 38 LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR 38 TAKE 1-25 N 13.2 MI, TAKE EXIT 209A-2098 TOWARD 209A/209B/6TH AVE E 0.2 MI. THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT 14828315-COL07170F_R02-GN-1 GENERAL NOTES KEEP RIGHT AT THE FORK TO CONTINUE ON EXIT 209B, FOLLOW SIGNS FOR US -6 W/6TH ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. 14828315-COL0717OF_R02-GN-2 GENERAL NOTES 3a AVE W/LAKEWOOD 0.7 MI. KEEP RIGHT TO CONTINUE TOWARD US -6 W/6TH AVE 0.6 MI, 14828315-COL07170F_RO2-GN-3 GENERAL NOTES 3a KEEP LEFT, FOLLOW SIGNS FOR US -6 W/6TH AVE AND MERGE ONTO US -6 W/6TH AVE BUILDING CODE: 2.4 MI. TAKE THE CO -121 N/WADSWORTH BLVD EXIT 0.2 MI. SLIGHT RIGHT ONTO [INTERNATIONAL BUILDING CODE (IBC), 2015 AS ADOPTED BY THE LOCAL JURISDICTION] CO -121 N/WADSWORTH BLVD 3.4 MI. TURN RIGHT ONTO W 44TH AVE 0.3 MI AND YOUR ELECTRICAL CODE: POLE MANUFACTURER FOUNDATION DRAWINGS ADDED AS AN ADDENDUM TO THIS DRAWING PACKAGE DESTINATION WILL BE ON THE LEFT. (POLE # 766-704. [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2007, NATIONAL ELECTRICAL SITE PHOTO VICINITY MAP CODE, 2017 AS ADOPTED BY THE LOCAL JURISDICTION] LIGHTNING PROTECTION CODE: [NFPA 780 — 2002, LIGHTNING PROTECTION CODE] v n' w419A., w SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), fey _ MANUAL OF STEEL CONSTRUCTION, ASD, THIRTEENTH EDITION ANSI/TIA 222—G, "' STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. 3 m y TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR w'sam n°° BARTHS wma A" TELECOMMUNICATIONS 3: a Lutheran Medical Center g — ® 4 5 INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS BEL AIRE - OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING W T0110RIDGE W'.rhem Ridge a AND GROUNDING OF ELECTRONIC EQUIPMENT wasnA.° IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION w n3 ma.= r • p,1,q R , ,- TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS _ , Q W3Y.d4v r ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL w33°aw PROTECTION m a 37MAna V132°cAee IN 37..FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. - ui ,�zr r_rcwn s — Hill III a w UTILITY WORK MUST BE IN ACCORDANCE WITH THE FOLLOWING PUBLIC WORKS RULES &cemetery W Ave AND REGULATIONS: RULES AND REGULATIONS GOVERNING THE PRIVATE DESIGNING, PLANNING, CONSTRUCTION, RECONSTRUCTION, AND REMODELING OF GENERAL PUBLIC IMPROVEMENTS yb n„ . rcxn 3apcstscno%,i S3 w, RULES AND REGULATIONS GOVERNING STREET CUTS AND ROADWAY EXCAVATION _ - = SPECIFICATIONS s NORTH • TRANSPORTATION STANDARDS AND DETAILS FOR THE ENGINEERING DIVISION L SITE PROJECT PARTICIPANTS DIG INFO SCALING DRAWINGS NAME COMPANY NUMBER SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE A&E CHRIS WOLFE TELCYTE 833-835-2983 FOR THE SAME. CALL COLORADO ONE CALL SAC MACKENZIE HUNT SMARTLINK, LLC 970-402-9001 RF CLAUDIO POZZI AT&T WIRELESS 303-249-9073 ALL 3 WORKING AY CALL 3 WORKING DAYS87 Q Q� IF USING 11"x17" PLOT, DRAWINGS WILL BE AT HALF SCALE. POWER COMPANY XCEL ENERGY EDWARD BIEGING 612-790-3758 BEFORE YOU DIG! �'� TEL. COMPANY KEVIN RICHARDSON AT&T MOBILITY SERVICES LLC 317-319-8349 mat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 �0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COI-07170E—R02 SITE NAME CRAN—RUTH_ARVDA SEAL Q,P00. AEG/Sl +• 44563�o 9•. EXP 'W 0T'•, 10/311211,.," 'ess/0 NAL.E�6` SIGNED, 2 APR 2020 3 0 U U Z_ DO z 0 a r Zp Z O a U H 'Z1' LLJU a a 0 M a FQ a O o U U J ~ U d' N 00zmrn10 z 5 3 r w 0 CV m w 0 U a J D Z U a w Y � U Ld TOM J w Of U a ao rn M o) rn rn 0 m � N O N N HT 't O N z a 0 0 0 0 O 0 3 Um 21 Q m O— N M 0 „O SHEET TITLE TITLE SHEET SHEET NUMBER T=1 PLAN NOTES: 1. ALL EXISTING DIMENSION PER PROVIDED SURVEY. CONTRACTOR TO VERIFY NEW POLE LOCATION, RIGHT OF WAY AND EXISTING UTILITY LOCATION PRIOR TO COMMENCEMENT OF WORK. 2. VERIFY ELECTRICAL AND FIBER DESIGN WITH UTILITY PROVIDER DESIGN AND STANDARDS. 3. CONTRACTOR TO REPLACE AND REPAIR ANY LANDSCAPING OR ASSOCIATED WATERING SYSTEMS DAMAGED DURING CONSTRUCTION. 4. ALL SHOWN UTILITIES IDENTIFIED PER BLUESTAKE AS RECORDED ON SURVEY. CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION. (E) TREE (TYP)--�-� (E) ROAD R.O.W. (E) GAS LINE (E) WATER LINE OVERALL SITE PLAN IN 0 IM Jj F- Ln D G� ROAD E) EDGE of PAVEMENT (E) BACK OF CURB (N) POWER ROUTE (FINAL ROUTE TO BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION WITH UTILITY LOCATES) (E) ROAD R.O.W. UL �(E) MEET POINT 32ND AVE RELATIONSHIP TO R.O.W. UTILITIES (E) BUILDING OUT OF R.O.W. POLE LOCATION (TYP.) NXYC TRANSFORMER ENLARGED EQUIPMENT PLAN BURIED TELEPHONE LINE MEET POINT A-2 BURIED SANITARY SEWER 777777777(N) BURIED STORM DRAIN SITE NUMBER 35'-0" COMPTEK POLE SITE NAME J COORDINATES: 39.762776, -705.088784 DITCH LINE/FLOW LINE J SITE ADDRESS: 3230.5 BALSAM ST �2 VEGETATION LINE ADJACENT PARCEL # —3 2075-21-2-11-001 BARBED WIRE FENCE 1EEEDGE RAILROAD TRACKS ZONING CENTERLINE OF ROAD/STREET R—C E) EDGE of PAVEMENT (E) BACK OF CURB (N) POWER ROUTE (FINAL ROUTE TO BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION WITH UTILITY LOCATES) (E) ROAD R.O.W. UL �(E) MEET POINT 32ND AVE RELATIONSHIP TO R.O.W. UTILITIES IN R.O.W. OUT OF R.O.W. POLE LOCATION BURIED GAS LINE NXYC TRANSFORMER FIELD SERVICES BURIED TELEPHONE LINE MEET POINT BURIED WATER LINE BURIED SANITARY SEWER 3230.5 BALSAM ST BURIED STORM DRAIN 111110321011,F zts;i Know what's below. Call before you dig 1-800-424-5555 FULL SCALE 1" = 20' scan o<,Lh a0'o' 20' 0 20' ao' NORTH HALF �EEr SCaASHLLE 1 " = 40' 1 ;;.,,,at&t UTILITIES AT&T MOBILITY BURIED POWER LINE ENGLEWOOD, CO 80112 BURIED GAS LINE NXYC OVERHEAD TELEPHONE LINE FIELD SERVICES BURIED TELEPHONE LINE W BURIED WATER LINE BURIED SANITARY SEWER 3230.5 BALSAM ST BURIED STORM DRAIN SITE NUMBER OVERHEAD POWER LINE SITE NAME LANDSCAPE DITCH LINE/FLOW LINE @P��• HEG�gl ROCK RETAINING WALL VEGETATION LINE X CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE 1EEEDGE RAILROAD TRACKS OF ROAD/STREET CENTERLINE OF ROAD/STREET PROPERTY PROPERTY LINE z_ RIGHT—OF—WAY CENTERLINE RIGHT—OF—WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE AT&T SITE PROPERTY SUBJECT BOUNDARY LINE SYMBOL KEY Q FIRE HYDRANT H GATE VALVE IS WATER METER A FIRE STAND PIPE ❑ CATCH BASIN, TYPE I ® CATCH BASIN, TYPE II ❑� TRANSFORMER 21 LIGHT STANDARD © POWER VAULT ® UTILITY BOX 1t' UTILITY POLE E— POLE GUY WIRE OT GAS VALVE a GAS METER TD TELEPHONE VAULT o TELEPHONE RISER XL SIGN o BOLLARD o MAIL BOX 234.21 SPOT ELEVATION zts;i Know what's below. Call before you dig 1-800-424-5555 FULL SCALE 1" = 20' scan o<,Lh a0'o' 20' 0 20' ao' NORTH HALF �EEr SCaASHLLE 1 " = 40' 1 ;;.,,,at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 �0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 NXYC C FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COI-07170E—R02 SITE NAME CRAN—RUTH—ARVDA SEAL @P��• HEG�gl +• 44563�o W SIGNED, 2 APR 2020 3 U) U U z_ m Ld p z O Ld Z w H U LLI Of r ZO O a p U H z L -I a Of O_ EL M Of o o 0 a 0 o_ U � � J FQ ~ a O o U D U �' 00 N 0L)zm(nw0L) z 3 r O_ w 0 CV m m w U V) D U D_ J Ld Z O a w Y � wr J w EL U a OD m m m m m 0 N N M1 't O z a N O O O O O O 3 LL aI Q m 0— N M 0 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 ENLARGED EQUIPMENT PLAN (N) (2) 2" CONDUIT FROM HAND HOLE TO POLE -TRENCH APPROX 3' (N) HAND HOLE PER XCEL DESIGN -WORK BY OTHERS CD c� CD F - (E) ROAD R.O.W U� Q Q m (E) EDGE OF PAVEMENT (E) WATER LINE c� (E) GAS LINE 3•-8-8" S-4•' w (N) 35'4" COMPTEK POLE COORDINATES: 39.762776,-105.088784 SITE ADDRESS: 3230.5 BALSAM ST (N) POWER ROUTE (FINAL ROUTE TO BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION WITH UTILITY LOCATES) (E) ROAD R.O.W (E) TREE (TYP.) FULL SCALE 1/4" = 11-0. L oxlh B. 4•' o a' a' NORTH HAL SSaALE 1/8" = 1'-01' 1 mat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 �0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xX YC C FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH_ARVDA SEAL ...... yp............... +• 44563�o EIUYw Q�a>+�n 9'. EXP W ,,..10/31121.,., A•" �SS�ONA' L SIGNED, 2 APR 2020 3 V) U U Z_ m 3 Ld p Z O Ld It r Zo Zw O a '1' Zof U Ld EL F- pUHa CL 0 M D F Q a O mMa o o U 00 U � J ~ U 0_' N 00zmMwo0 Za� M 3 r w 0 CV m ap LL, 0 U) D U a J Ld Z O a w Y � w TOM J w Of U a ao rn rn rn rn rn o m � N O N N M1 't O Z a N O O O O O O 3 LL �I Q m o- N MPO 0 SHEET TITLE ENLARGED EQUIPMENT PLAN SHEET NUMBER A=2 NOTES: NOTE: 1. POLE TO BE PROVIDED BY XCEL ENERGY ALL PROPOSED AT&T ANTENNA, 2. RF DISCONNECT STICKER TO BE ATTACHED TO MOUNTING HARDWARE AND DISCONNECT EQUIPMENT TO BE PAINTED RAL COLOR CODE LIGHT GREY, RAL# 7047 PER THE APPROVED JURISDICTIONAL COLOR. (N) (1) CANISTER ANTENNA INSIDE (N) CONCEALMENT SHROUD I I Q``�', Z! Ld Z Z X O ~ Z Z ¢ O W O� Z (Z of U Z W H W W ani a ¢ Z o d' Ld � Y W U U H H H N H �' U x � iW-. V U ¢ X_ N w (E) 29'-2" POLE z w w TO BE REPLACED v Al w v O O .. O O LI- o = w o x w o o U 2 I F W (I Ld U of 2 -H ry c0 EL N {1 m < (N) AT&T RF EQUIPMENT INSIDE �I N M io ((1) RRH UNIT COMPTEK POLE BASEir00 N I (1) FID M -(1) LOAD CENTER (N) METER (E) FENCE POST (N) DISCONNECT (E) FENCE POST FOUNDATION REVEAL CANNOT EXCEED 30 ABOVE GRADE (N) HAND HOLE PER XCEL DESIGN LL -WORK BY OTHERS 'a a FULSES SCALE 3/8" = 1'-0" (N) FOUNDATION FULL SCALE 3/8" = 1'-0" (mm(zz0u Mm axe» 4' 2' 0 1' 2' 3' 6' (SEE FOUNDATION DRAWING 4' 2' 0 1' 2' 3' 6' BY COMPTEK FOR DESIGN CRITERIA) a HALF SCALE 3/16" = 1'-0" HALF SCALE 3/16" = 1'-0" (1107 MM WILY) (1107 WM axe» EXISTING WEST POLE ELEVATION 1 NEW WEST POLE ELEVATION 2 at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %vYC13 FIELD SERVICES Where quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH�RVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 ti � f 41563 'tio y� EXP oF..10/31121 %a SSS/0 NA�•��G` SIGNED, 2 APR 2020 3 � U U Z_ m 3 z 0 Y ♦ � Z W U r o�Qo�ZQ� EL MF¢ a o � v Cf) O� g 3. R- w 0 � N o U Z °�° (° w o W N J d m � � U U J D � Z O w � a Y J L) Z: TOM � U a ao rn rn rn rn rn o n M \ '—I,' N N N M O Z � N O O O O O O �I ¢ m o � N r� � o M SHEET TITLE EXISTING &NEW POLE ELEVATIONS SHEET NUMBER A-3 NOTES: NOTE: 1. POLE TO BE PROVIDED BY XCEL ENERGY ALL PROPOSED AT&T ANTENNA, 2. RF DISCONNECT STICKER TO BE ATTACHED TO MOUNTING HARDWARE AND DISCONNECT EQUIPMENT TO BE PAINTED RAL COLOR CODE LIGHT GREY, RAL# 7047 PER THE APPROVED JURISDICTIONAL COLOR. (N) (1) CANISTER ANTENNA INSIDE (N) CONCEALMENT SHROUD I I Q``�', Z! Ld Z Z X O ~ Z Z ¢ O W O� Z (Z of U Z W H W W ani a ¢ Z o d' Ld � Y W U U H H H N H �' U x � iW-. V U ¢ X_ N w (E) 29'-2" POLE z w w TO BE REPLACED v Al w v O O .. O O LI- o = w o x w o o U 2 I F W (I Ld U of 2 -H ry c0 EL N {1 m < (N) AT&T RF EQUIPMENT INSIDE �I N M io ((1) RRH UNIT COMPTEK POLE BASEir00 N I (1) FID M -(1) LOAD CENTER (N) METER (E) FENCE POST (N) DISCONNECT (E) FENCE POST FOUNDATION REVEAL CANNOT EXCEED 30 ABOVE GRADE (N) HAND HOLE PER XCEL DESIGN LL -WORK BY OTHERS 'a a FULSES SCALE 3/8" = 1'-0" (N) FOUNDATION FULL SCALE 3/8" = 1'-0" (mm(zz0u Mm axe» 4' 2' 0 1' 2' 3' 6' (SEE FOUNDATION DRAWING 4' 2' 0 1' 2' 3' 6' BY COMPTEK FOR DESIGN CRITERIA) a HALF SCALE 3/16" = 1'-0" HALF SCALE 3/16" = 1'-0" (1107 MM WILY) (1107 WM axe» EXISTING WEST POLE ELEVATION 1 NEW WEST POLE ELEVATION 2 at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %vYC13 FIELD SERVICES Where quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH�RVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 ti � f 41563 'tio y� EXP oF..10/31121 %a SSS/0 NA�•��G` SIGNED, 2 APR 2020 3 � U U Z_ m 3 z 0 Y ♦ � Z W U r o�Qo�ZQ� EL MF¢ a o � v Cf) O� g 3. R- w 0 � N o U Z °�° (° w o W N J d m � � U U J D � Z O w � a Y J L) Z: TOM � U a ao rn rn rn rn rn o n M \ '—I,' 751 A as &T OPERATES ANTENNAS AT THIS STRUCTURE. IOVE THIS POINT YOU ARE ENTERING AN AREA HERE RADIO FREQUENCY (RF) FIELDS MAY EXCEED IE FCC GENERAL OCCUPATIONAL EXPOSURE LIMITS ILLOW SAFETY GUIDELINES FOR WORKING IN AN RF IVIRONMENT. :EP 10 FT. AWAY FROM THE FRONTS OF THE ITENNAS. )NTACT AT&T AT 80D638-2822, OPT. 9, 3 AND FOLLOW IEIR INSTRUCTION PRIOR TO PERFORMING ANY \INTENANCE OR REPAIRS ABOVE THIS POINT THIS IS AT&T SITE USID 222824 (2) NOTICE SIGNS MUST BE PLACED OPPOSITE EACH OTHER 2' BELOW THE ANTENNA TOP OF POLE (0 RF SIGN TO BE INSTALLED 2'-0" BELOW ANTENNA NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. — RF POWER DISCONNECT SIGNAGE TO BE PLACED ON OUTSIDE OF DOOR OF A/C DISTRIBUTION BOX NOTES: • LABEL WILL BE 1.5"X 6" AND HAVE THE EMERGENCY NUMBER AND SITE LOCATION INFORMATION. • PLACE THE LABEL/STICKER ABOVE THE EQUIPMENT SIDE DOOR. 6" BASE OF POLE RF WARNING SIGNS & LABELS ANTENNA PRPEIEE CA—AEOIOITJTJVEX36OF—JS06 ANTENNA DETAIL NOT USED PARTS LIST nEM NO. DESCRIPTION CITY. 1 ORION FAN ASSEMBLY AND BRACKET XCEL ENERGY 2 FIBER BOX AND BRACKET RF/ POWER 4 RADIOS SHUT-OFF 5 MILBANK METER U4B01-XC-579 SWITCH 6 BE SAI IY SWI7CH_CED 7032M (SEE NOTE 2) THIS SWITCH CRAN—RUTH—ARVDA SHUTS OFF ALL PPOO. AEG/gl °: 44563 POWER TO 9'•. EXP 'W 0,,:+, 10/31/21 ,jam �ss)O NAL EAG TRANSMITTERS AND ANTENNAS RF SIGN TO BE INSTALLED 2'-0" BELOW ANTENNA NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. — RF POWER DISCONNECT SIGNAGE TO BE PLACED ON OUTSIDE OF DOOR OF A/C DISTRIBUTION BOX NOTES: • LABEL WILL BE 1.5"X 6" AND HAVE THE EMERGENCY NUMBER AND SITE LOCATION INFORMATION. • PLACE THE LABEL/STICKER ABOVE THE EQUIPMENT SIDE DOOR. 6" BASE OF POLE RF WARNING SIGNS & LABELS ANTENNA PRPEIEE CA—AEOIOITJTJVEX36OF—JS06 ANTENNA DETAIL NOT USED PARTS LIST nEM NO. DESCRIPTION CITY. 1 ORION FAN ASSEMBLY AND BRACKET 1 2 FIBER BOX AND BRACKET 1 4 RADIOS 1 5 MILBANK METER U4B01-XC-579 1 6 BE SAI IY SWI7CH_CED 7032M (SEE NOTE 2) 1 V 0 0 . 0000000000000000000000 �' 12.1" ROTA 0 N N FROM SOL SHIE RRH MANUFACTURER: NOKIA HEIGHT: 22.0" WIDTH: 12.1" DEPTH: 5.9" WEIGHT: 66.1 Ibs 4 1 NOKIA AIRSCALE MICRO RRH 4T4R RRH DETAIL CNI MOUNTING BRACKETS 2 1 COMPTEK — EQUIPMENT LAYOUT 3 2 0 & att Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 9 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xVVY C: O FIELD SERVICES %'V here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COLO717OF—R02 SITE NAME CRAN—RUTH—ARVDA SEAL PPOO. AEG/gl °: 44563 l[um. QR�TA� 9'•. EXP 'W 0,,:+, 10/31/21 ,jam �ss)O NAL EAG SIGNED, 2 APR 2020 N C.D U Z_ CD 3 C3 o z O LLJ > Of LOz Irmo zo F_ w a v w 0/ F_ U LLI ir d O 0_ 0 O Q M o_ O � � J(L FQ a O 0 o D- � c) U N J r U� 0_' 1 w V) 0 z 3 F w O N zmU)wo0 m < L,I C7 N J U 0 J O Z O o_ w Y � w r J w Of x U a ODO7 0) O7 W - N m � N O N N H7 � O z a N 00 O O O O 3 LL0fI Q m O- N M p (,0j SHEET TITLE RF & EQUIPMENT DETAILS SHEET NUMBER RF=1 NO. FROM INCOMING ELECTRICAL SERVICE P.O.C. TO PROPOSED FUSIBLE SAFETY SWITCH CONFIGURATION CONDUCTORS AND CONDUIT PER UTILITY #14 AWG PROPOSED FUSIBLE SAFETY SWITCH PROPOSED METER (3) #1 CU THWN-2 70'-0" 3] PROPOSED METER PROPOSED AC LOAD CENTER (3) #1 CU THWN-2, (1) #6 CU EGC 6.7A #12 PROPOSED AC LOAD CENTER PROPOSED RRU POWER SUPPLY #1 (2) #14 CU THWN-2, (1) #14 CU EGC CRAN-RUTH-ARVDA 135'-0" PROPOSED AC LOAD CENTER FUTURE RRU POWER SUPPLY #2 (2) #14 CU THWN-2, (1) #14 CU EGC ® 6 PROPOSED RRU POWER SUPPLY #1 RADIO 1 # (2) #14 CU THWN-2, (1) #14 CU EGC MAX. 7] FUTURE RRU POWER SUPPLY #2 FUTURE RADIO #2 (2) #14 CU THWN-2, (1) #14 CU EGC DROP 0 PROPOSED AC LOAD CENTER INTERNAL FAN (2) #14 CU THWN-2, (1) #14 CU EGC 50A MAX. 345'-0" 3% 0 AT&T RADIO #1 7 (F) AT&T RADIO #2 NOTES: 1. ALL NEW CONDUCTOR WIRE TO BE INSTALLED SHALL BE COPPER THWN-2, THW-2, RHW-2, XHHW-2 WIRE UNLESS NOTED OTHERWISE. 2. ALL INSTALLED CONDUCTORS AND SIGNAL CABLES SHALL BE CLEARLY MARKED "AT&T SMALL CELL" WITH BRASS OR FIBERGLASS TAGS. 3. ALL GROUNDING AND BONDING TO BE PER THE RECOGNIZED EDITION OF THE NATIONAL ELECTRIC CODE (NEC). ELECTRICAL ONE LINE DIAGRAM INCOMING POWER SOURCE 2 3 4 POWER SUPPLY #1 5 (F) POWER SUPPLY #2 015A /1� 015A b 100A m) PROPOSED / MEfER 1 CA0 O SYSTEM BONDING JUMPER PER NEC 250.28 PROPOSED AT&T SMALL-CELL FUSIBLE SAFETY SWITCH (GE GED-TG3223R OR APPROVED EQUAL): 100A, 120/240V, 10, 3 -WIRE — #6 CU EGC PER NEC 250.66 CADWELD 12" BELOW GRADE TO 5/8" x 10' LONG COPPER -CLAD GROUND ROD PROPOSED AT&T SMALL-CELL AC PANEL (SIEMENS W0408ML1125 OR APPROVED EQUAL): 100A, 120/24OV, 10, 3 -WIRE 0 INTERNAL FAN 120VAC FEEDER CONDUCTOR MAXIMUM DISTANCE 161 INVERNESS DR WEST, 2ND FLOOR #14 AWG 20A MAX. FIELD SERVICES 70'-0" 3% VOLT DROP 0 6.7A #12 AWG 25A MAX. CRAN-RUTH-ARVDA 135'-0" 3% VOLT DROP ® 6.7A #10 AWG 35A MAX. 225'-0" 3% VOLT DROP 0 6.7A #8 AWG 50A MAX. 345'-0" 3% VOLT DROP 0 6.7A NOTES: 1. ALL NEW CONDUCTOR WIRE TO BE INSTALLED SHALL BE COPPER THWN-2, THW-2, RHW-2, XHHW-2 WIRE UNLESS NOTED OTHERWISE. 2. ALL INSTALLED CONDUCTORS AND SIGNAL CABLES SHALL BE CLEARLY MARKED "AT&T SMALL CELL" WITH BRASS OR FIBERGLASS TAGS. 3. ALL GROUNDING AND BONDING TO BE PER THE RECOGNIZED EDITION OF THE NATIONAL ELECTRIC CODE (NEC). ELECTRICAL ONE LINE DIAGRAM INCOMING POWER SOURCE 2 3 4 POWER SUPPLY #1 5 (F) POWER SUPPLY #2 015A /1� 015A b 100A m) PROPOSED / MEfER 1 CA0 O SYSTEM BONDING JUMPER PER NEC 250.28 PROPOSED AT&T SMALL-CELL FUSIBLE SAFETY SWITCH (GE GED-TG3223R OR APPROVED EQUAL): 100A, 120/240V, 10, 3 -WIRE — #6 CU EGC PER NEC 250.66 CADWELD 12" BELOW GRADE TO 5/8" x 10' LONG COPPER -CLAD GROUND ROD PROPOSED AT&T SMALL-CELL AC PANEL (SIEMENS W0408ML1125 OR APPROVED EQUAL): 100A, 120/24OV, 10, 3 -WIRE 0 INTERNAL FAN Iat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR PANEL MODEL: Si EM€NS W040ML1125y 1201240 VOLT, 1-PHAS€, -1-WIRE 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xAry C C FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, SITE NAME: AT&T5MAU_CELL- MICRO ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F-R02 SITE NAME CRAN-RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJtm• Q�a3+�n y EXP W .a31n.... SSS/O NAL��G` SITE NUMBER: 3 U) U U Z_ VOLTAGE: 240V m 3 B USS RATING: 12SA z MAIN BREAKER: 100A Ld Y ♦ Z W LLJ I- U LLJ a a ENCLOSURENPE: NEMA BR m a 0_ ¢ M o W F¢ D_ = O Z U cc PANELSTATUS: PROPOSED J ~ U w d' U) ZO af j 3- w w 0 O 0 BREAKER BREAKER BREAKER SERVICE DEMAND USAGE PHASE PHASE USAGE DEMAND SERVICE BREAKER BREAKER BREAKER W U N CKT LOAD DESCRIPTION J U D_ J O Z O a wm `1 CDAp DESCRIPTION CKT AMPS POLES STATUS COAD{VAI FACTOR FACTOR "A"IVAI "B"{VAI FACTOR FACTOR LOAD(VA) STATUS POLES AMPS 1 POWER SUPPLY #1 15 1 NEW 9) 100 1.00 104 - 1.00 100 14 NEW 1 10 INTERNALFAN 2 3 POWER SUPPLY 42 15 1 NEW 90 100 1.00 - 90 1.00 M \ N BLANK 4 5 BLANK O n N N M O 0 1.00 BLANK 6 7 BLANK N O O O O 0 O LL BLANK 8 a¢ M O- 304 90 VA O O 01 M 0.19 SHEET TITLE DETAILS & SPECIFICATIONS SHEET NUMBER E-1 0.81 Iat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xAry C C FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F-R02 SITE NAME CRAN-RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJtm• Q�a3+�n y EXP W .a31n.... SSS/O NAL��G` SIGNED, 2 APR 2020 3 U) U U Z_ m 3 z 0 Ld Y ♦ Z W LLJ I- U LLJ a a o m a 0_ ¢ M o W F¢ D_ = O Z U cc U J ~ U w d' U) ZO af j 3- w w 0 O 0 (�'j O U Z N m 00 m W U N J U D_ J O Z O a wm `1 W T J it = 0 a 00 01 0 01 0 01 0 O O \ M \ N � N O n N N M O m Z N O O O O O O LL a¢ M O- N n O O 01 M SHEET TITLE DETAILS & SPECIFICATIONS SHEET NUMBER E-1 • IF A SINGLE GROUND ROD DOES NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS, IT SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUND ROD. SEPARATION BETWEEN GROUND RODS MUST BE AT A MINIMUM DISTANCE OF 6' �/ , ,� �Iv��I�� Iv�� —TYP of (2). (1) FOR TOWER GROUND (1) FOR ELECTRICAL SERVICE TYPICAL ANTENNA GROUNDING UT GRADE 0 M S GROUND WIRE #6 AWG ry BCW SOLID. TINNED ry GROUND ROD S/S NUT S/S LOCK WASHER S/S FLAT WASHER 3 I TWO LUG GROUND 5/8" GROUND ROD CLAMP WITH SHEAR HEAD GROUND ROD COPPER CLAD STEEL 5/8"0 X 8'-0" LONG 6'-0" MIN BARE #6 SOLID GROUND WIRE SINGLE LUG COMPRESSION LONG BARREL CONNECTOR 00 0 g 0 0 0 GROUND BLOCK EQUIPMENT— DOUBLE LUG - BARE #6 SOLID COMPRESSION LONG GROUND WIRE BARREL CONNECTOR 6 1 GROUND CONNECTIONS " 1/8" 1 MIN. MIN. HEAT SHRINK I ER BUSS DO NOT FLAT WASHER DISCONNECT S/S BOLT (1 OF 2) BARE #6 SOLID GROUND— WIRE •;ff�►2 "DO NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS. NOTE: 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH ANTI—OXIDANT COMPOUND BEFORE MATING. 2. ALL HARDWARE SHALL BE S/S 3/8" 0 OR LARGER 3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH ANTI—OXIDANT COMPOUND BEFORE MATING. HAND HOLE PER XCEL DESIGN RK BY OTHERS N FINISHED GRADE #2 AWG SOLID ;TRW CONDUCTOR EXTERIOR GROUNDING RING 5 1 GROUND LOOP DETAIL Q) LEGEND: 1" WIDE SLOT FOR GROUNDING CONDUCTOR EXTEND 4" ABOVE GROUNDING CONDUCTOR 3/4" CRUSHED STONE OR EQUAL FILL HANDHOLE TO WITHIN 2" OF TOP OF GROUNDING LOOP CONDUCTOR 0 0 �0 o y p oy o 00 0/ 0 0 i Q) 0 0 0 ° o 01 0 � 0 o 1— TINNED COPPER GROUND BAR, 1/4"x4"x10", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2— INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 3— 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 4— WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-5056 5- 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 2 I GROUND BAR 4 at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %Aryco FIELD SERVICES W here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF—RO2 SITE NAME CRAN—RUTH—ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 44563 'tio k.J4Yr• Q�A�I y EXP ' 0,...10131/21 SSSNA�•��G` /O SIGNED, 2 APR 2020 3 U) U U z_ m 3 z 0 Ld Y ♦ Z W LLJ R- U LLJ 0 0- M o o 0 a a � � J FQ ~ a = o U � U U ccU w �O af j 3- W O 0 N O U Z N L� m m W U (n J U O_ J o z O d W YJ W T it = U 0_ 00 rn rn rn rn rn 0 O O\ MCV\ N !I N O 'C"4 N M O m z N O O O O O O LL �I a m O— N n o M SHEET TITLE GROUNDING DETAILS SHEET NUMBER G=1 GENERAL NOTES: 1. I 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - SMARTLINK, LLC SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T MOBILITY OEM - ORIGINAL EQUIPMENT MANUFACTURE PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION SERVICES. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. GENERAL NOTES ELECTRICAL INSTALLATION NOTES: 1. 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 3. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 4. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/z INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 5. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PLANELOAD AND CIRCUIT ID'S). 6. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 7. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP USE LOW PROFILES TIE WRAPS. 8. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 9. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 10. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (12 AWG OR 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 11. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (90'C IF AVAILABLE). 12. RACEWAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 13. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 14. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 15. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 16. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 17. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 18. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 19. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 20. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 22. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 313 (OR BETTER) OUTDOORS. 23. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 24. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 26. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GROUNDING NOTES: 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS INCLUDING TELECOMMUNICATION RADIO LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 25471-000-3PS-EG00-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 9. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 10. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 11. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 12. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION REQUIREMENTS AND CONSTRUCTION ACCORDING TO SITE CONDITIONS. 13. ALL GROUNDING CONDUCTORS: #2 AWG SOLID BARE TINNED COPPER WIRE UNLESS OTHERWISE NOTED. 14. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE, ABOVE GRADE CONNECTIONS: EXOTHERMIC WELD TYPE. 15. GROUND RING SHALL BE LOCATED A MINIMUM OF 30" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE, WHICH EVER IS DEEPER. 16. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE. 17. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. 18. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING. 19. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM). Iat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xAry C C FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJurn• Q�a>+t�n SSS10 NA�•��G` SIGNED, 2 APR 2020 3 U V) U z_ m 3 o 0 z 0 In Y ♦ z W LLJ F- U LLJ a o a 0 Mao a FQ a = U cc U J ~ U w w O af g j 3- w W 0 0 0 (�'j IN O U z W N N J d m m U U J O Wm Z O d Y U WT J w = U a 00 0 0 0 0 0 0 O O \ M \ m � N O n N N M -q-N O z N 00 O O O O O LL 2, Q m O- N n D M SHEET TITLE GENERAL NOTES SHEET NUMBER G N=1 GENERAL 10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY PW ROW CONSTRUCTION INSPECTIONS SHALL IMMEDIATELY BE NOTIFIED VIA TELEPHONE AT NOTES: WHERE ANY PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CUTTING OR ABRASIVE CONTROL THROUGHOUT THE PROJECT INCLUDING PROPER TRAFFIC CONTROL DEVICES 6. THE CONTRACTOR SHALL MAINTAIN AT LEAST A 10'CLEAR ZONE TO UTILITIES AT ALL 1. ALL CURRENT DENVER TRANSPORTATION STANDARDS AND DETAILS FOR THE ENGINEERING AND/OR PERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN IS SUBJECT TO CDOT AND/OR TIMES IN ACCORDANCE WITH CITY STANDARDS. THE CONTRACTOR/APPLICANT SHALL CLEARLY DIVISION SHALL BE FOLLOWED. PW ROW CONSTRUCTION INSPECTIONS FOR APPROVAL PRIOR TO COMMENCING WORK ON IDENTIFY OWNER NAME & CONTACT INFO ON ALL MANHOLE COVERS. CONSTRUCTION INSPECTIONS AS SOON AS POSSIBLE. PUBLIC ROW. A COPY OF APPROVED TRAFFIC CONTROL PLANS MUST BE AVAILABLE ON SITE SEAL 2. THE APPLICANT AND CONTRACTOR ARE RESPONSIBLE FOR OBTAINING ALL PROJECT DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE MOST RECENT VERSION 7. FOR ALL MANHOLES IN ASPHALT STREETS, ADD A 2" RISER RING DIRECTLY UNDER THE PERMITS ASSOCIATED OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), SECTION VI. COVER TO FACILITATE FUTURE ROTOMILL/OVERLAY OPERATIONS. WITH CONSTRUCTION AND RELATED ACTIVITIES SUCH AS STREET OCCUPANCY, STREET 3 U CUT, CONSTRUCTION, EROSION CONTROL AND PARKS PERMITS. 4. THEEQUTRAFFIC MUSTINCLUDE PROTECTIVE MEASURES WHERE MATERIALS DENVER WATER NOTES: AND MAY BE STORED ON Z_ 3. THE CONTRACTOR SHOULD REMOVE MATERIALS AND EQUIPMENT FROM THE ROW BY THE CLOSE OF DAILY OPERATIONS. 5. PRIOR TO FINAL ACCEPTANCE, ALL DISTURBED PORTIONS OF ROW SHALL BE CLEANED 1. THE CONTRACTOR SHALL NOTIFY DENVER WATER AT (303) 628-6682 PRIOR TO ANY UP AND RESTORED TO THEIR ORIGINAL CONDITION, SUBJECT TO CITY APPROVAL. CONSTRUCTION THAT COULD AFFECT OR DISTURB A DENVER WATER FACILITY. 4. NO WORK SHALL BE PERMITTED AT NIGHT OR ON SATURDAYS, SUNDAYS, AND HOLIDAYS OR AS RESTRICTED BY CITY NOISE ORDINANCE WITHOUT PRIOR AUTHORIZATIONS OR UNLESS 6. NO CLEATED OR TRACKED EQUIPMENT MAY WORK IN OR MOVE OVER PAVED SURFACES 2. APPLICANT ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGES INCURRED TO DENVER OTHERWISE SPECIFIED IN THIS PERMIT. CITY MAY RESTRICT WORK ON ROW DURING ADVERSE WITHOUT MATS. WATER FACILITIES DUE TO ACTIVITIES AUTHORIZED BY THE APPROVED PLANS. WEATHER CONDITIONS OR DURING PERIODS OF HIGH TRAFFIC VOLUME. 7. RESTORATION IS REQUIRED FOR ANY HOLES OR CUTS MADE IN WALKING AND/OR PAVED 5. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE COPY OF THE APPROVED PLANS, SURFACES, INCLUDING THOSE FOR TEST HOLES OR POTHOLING FOR INVESTIGATION ACTIVITIES 3. DENVER WATER, AT THE SOLE EXPENSE OF THE APPLICANT WILL MAKE ALL SPECIFICATIONS, AND STANDARDS ON THE JOB SITE AT ALL TIMES. FOR ANY LOCATES. REPLACEMENT OR REPAIR OF DENVER WATER FACILITIES ATTRIBUTED TO THE WORK. 6. THE CONTRACTOR SHALL NOTIFY CCD CONSTRUCTION ENGINEERING ROW DISTRICT 8. ANY POTHOLES DRILLED INTO SIDEWALKS WILL REQUIRE FULL PANEL REPLACEMENT. 4. IN THE EVENT THE APPLICANTS FACILITIES ARE DAMAGED OR DESTROYED DUE TO INSPECTOR AND PUBLIC WORKS RIGHT OF WAY (PW ROW) CONSTRUCTION INSPECTIONS AT PERMANENT PATCHING OF POTHOLES OR CUTS IS ALSO REQUIRED IN ASPHALT PAVEMENTS, DENVER WATER'S REPAIR, REPLACEMENT AND/OR OPERATION OF ITS FACILITIES, REPAIRS (303) 446-3469 OR WMDPWDESCE®DENVERGOV.ORG: 1) TWO DAYS BEFORE COMMENCING AND FOR CONCRETE PAVEMENT WITH UP TO 2 POTHOLES. WHEN 3 OR MORE POTHOLES SHALL BE MADE BY THE APPLICANT AT ITS SOLE EXPENSE. WORK THE ROW; 2) WHEN SUSPENDING OPERATIONS FOR 5 OR MORE WORKING DAYS; 3) FULL STREET REPLACEMENTS ARE SHALL o TWO WORKING DAYS BEFORE RESUMING SUSPENDED WORK; AND 4) UPON COMPLETION OF CITY AND COUNTY OANEL F DENVER RANSPORTATIONESTANDARDSLANDSTORATION BE PERHEN DETAILS. CONTACT 5. ADDING FIBER OPTICS TO AN EXISTING DUCT NOT PREVIOUSLY PERMITTED REQUIRES WORK. PW CONSTRUCTION ENGINEERING AT 303-446-3469 IF MORE INFORMATION IS REQUESTED. THE DUCT TO BE SUBJECT TO THE AFOREMENTIONED PROVISIONS. 7. THE APPLICANT AND CONTRACTOR ARE RESPONSIBLE FOR BEING AWARE OF, NOTIFYING, COORDINATING, AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL APPROVALS AND PROJECT ACCEPTANCE. 8. ALL WORK, INCLUDING CORRECTION WORK, IS SUBJECT TO NOTIFICATION AND INSPECTION. 9. WHEN AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A 6. PARALLEL DUCTS OR CABLE WILL NOT BE PERMITTED WITHIN FIVE (5) FEET OF A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET DENVER WATER FACILITY (MAINS OR CONDUITS), AND A MINIMUM OF TEN (10) FEET OF CONDITION SHALL BE DOCUMENTED BEFORE ANY CUTS ARE MADE; PATCHING SHALL BE DONECLEARANCE IS REQUIRED BETWEEN POTABLE AND NON -POTABLE MAINS (E.G., STORM, IN CONFORMANCE WITH THE PUBLIC WORKS RULES & REGULATIONS GOVERNING STREET SANITARY, REUSE). CUTS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH A SELF-PROPELLED ASPHALT PAVING MACHINE. 9. IN THE EVENT THAT AN EMERGENCY REPAIR TO EXISTING FACILITIES IS NECESSARY, THE 10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY PW ROW CONSTRUCTION INSPECTIONS SHALL IMMEDIATELY BE NOTIFIED VIA TELEPHONE AT LOCATION WHERE ANY PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW (303) 446-3469. EMERGENCY PROCEDURES SHALL BE COORDINATED BEFOREHAND, WHERE CUTTING OR ABRASIVE CUTTING IS TO TAKE PLACE. POSSIBLE, AND NO WORK WILL BE ALLOWED UNTIL NOTIFICATION IS RECEIVED. THE 11. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS TELEPHONE NOTIFICATION MUST BE FOLLOWED UP WITH A LETTER TO PW ROW GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. CONSTRUCTION INSPECTIONS AS SOON AS POSSIBLE. SEAL Q.PQO. AEG/ST v°r'• '•F9 10. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION.- THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OR FEDERAL REGULATIONS. SHEETING AND SHORING MAY BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. THE CONTRACTOR SHALL ACCEPT SOLE LIABILITY AND RESPONSIBILITY FOR COMPLYING WITH THE CURRENT OSHA REGULATIONS APPLICABLE TO ALL WORK. 11. ALL WORK WILL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKDAY; NO OPEN HOLES AND/OR TRENCHES ARE ALLOWED OVERNIGHT. ALL WORK IS TO BE IN ACCORDANCE WITH PERMIT REQUIREMENTS AND APPLICABLE STANDARDS. 12. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. ALL POTHOLES MUST BE CORE DRILLED OR SAW CUT TO 2'X 2'. 14. UNLESS CONFINED IN A PREDEFINED BERM CONTAINMENT AREA, THE CLEANING OF CEMENT DELIVERY CHUTES IS PROHIBITED AT THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. (DRMC §. 56-102 (A.)(C.)) 15. WHERE ROW FENCES NEED TO BE REMOVED OR CUT TO FACILITATE CONSTRUCTION, APPROVAL MUST BE GIVEN BY PW ROW CONSTRUCTION INSPECTIONS BEFORE WORK IS PERFORMED. EXISTING LINE MUST BE ESTABLISHED BY GOOD SURVEY PRACTICES. THE CONTRACTOR WILL SUPPLY AND INSTALL NEW MATERIALS REQUIRED TO RESTORE FENCE TO ACCEPTABLE CONDITION. NEW POSTS AND WIRE WILL BE REQUIRED INCLUDING CORNER POSTS FOR GATES PLACED IN LOCATIONS AS DETERMINED BY THE ORIGINAL SURVEY. FENCES WILL BE REPLACED ACCORDING TO FENCING STANDARDS OF THE PUBLIC WORKS DEPARTMENT. 16. IF LIVESTOCK IS PRESENT IN THE AREA OF FENCE REMOVAL, A TEMPORARY FENCE, EQUIVALENT TO THE EXISTING, WILL BE REQUIRED TO CONTAIN LIVESTOCK UNTIL NEW FENCE IS IN PLACE; TEMPORARY FENCE WILL THEN BE REMOVED. 17. UTILITY PLAN REVIEW APPROVAL DOES NOT CONSTITUTE APPROVAL FOR ANY WORK ON, IN, UNDER, OR OVER PRIVATE PROPERTY. ROADWAY NOTES: 1. CONSTRUCTION OF ANY PORTION OF THE PUBLIC ROADWAY, INCLUDING THE PAVEMENT STRUCTURE, SUBSURFACE SUPPORT, DRAINAGE, LANDSCAPING ELEMENTS, AND ALL APPURTENANT FEATURES, SHALL COMPLY WITH THE PROVISIONS OF THE MOST CURRENT VERSION OF THE CIN & COUNTY OF DENVER RULES & REGULATIONS, CIN STANDARD SPECIFICATIONS, AND STANDARD DETAILS. 2. MATERIAL REMOVED FROM ANY PORTION OF THE ROADWAY SECTION MUST BE REPLACED IN ACCORDANCE WITH THE PUBLIC WORKS RULES & REGULATIONS GOVERNING STREET CUTS. GENERAL NOTES 1. 12. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. UTILITY NOTES: 1. CAUTION: LOCATION OF EXISTING UTILITIES IS SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AS SUPPLIED BY THE UTILITY PROVIDERS INCLUDING TYPE, SIZE, LOCATION AND NUMBER OF UTILITIES. PRIOR TO DATE OF CONSTRUCTION CONTRACTOR SHALL VERIFY EXISTING UTILITIES WITH THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AND/OR UTILITY COMPANIES. FOR ADDITIONAL INFORMATION CONTACT: UNCC AT 1-800-922-1987. THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND FACILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULING. SHOULD ANY CONFLICTS, RECONSTRUCTION, OR OTHER INTERRUPTIONS IN SERVICE BE REQUIRED, CONTRACTOR SHALL COORDINATE UTILITY SCHEDULING. 3. THE APPLICANT SHALL CORRECTLY SHOW ON SUBMITTED DRAWINGS THE LOCATIONS OF ALL UTILITIES IN THE VICINITY WHERE THE APPLICANT MAY BORE, TRENCH, EXCAVATE, AND INSTALL CONDUIT, FIBER, FIBER ENCLOSURES, VAULTS, AND HANDHOLDS. IN THE EVENT THAT THE CONDUIT RUN, FIBER ENCLOSURES, VAULTS, OR HANDHOLDS ARE LOCATED WITHIN THE VICINITY OF ANY UTILITY, THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION THAT WILL PREVENT DAMAGE TO THE INSTALLATION UNDER NORMAL UTILITY OPERATING CONDITIONS. IT IS THE RESPONSIBILITY OF THE APPLICANT TO OBTAIN INFORMATION ON EACH OF THE UTILITIES AS APPLICABLE SUCH AS GAS PRESSURE, STEAM AND WATER PRESSURES, TEMPERATURES, ETC. 4. IT IS THE RESPONSIBILITY OF THE APPLICANT TO EXAMINE THE SITE FOR EVIDENCE OF FAILURES OF OR DEFICIENCIES IN UTILITY COMPANY FACILITIES (I.E. XCEL, DENVER WATER, DENVER PUBLIC WORKS, WMD, ETC.) AND TO IMMEDIATELY CALL ANY SUCH EVIDENCE OF PRE-EXISTING DAMAGE TO THE ATTENTION OF THE UTILITY COMPANY ALONG WITH PROPER DOCUMENTATION. THE APPLICANT HEREBY AGREES THAT THE REPAIR OF ANY AND ALL DAMAGES (DIRECT OR INDIRECT), THAT MAY BE SUBSEQUENTLY DISCOVERED AND PROVEN TO HAVE BEEN CAUSED BY THE CONSTRUCTION ACTIVITIES, IS THE SOLE RESPONSIBILITY OF THE APPLICANT WITHOUT SUCH EVIDENCE OF PRE-EXISTING DAMAGE. THE APPLICANT HEREBY AGREES THAT ANY AND ALL DAMAGES (DIRECT OR INDIRECT) TO UTILITY COMPANY FACILITIES, WHICH MAY BE SUBSEQUENTLY DISCOVERED WITHIN THOSE AREAS WHERE CONSTRUCTION OCCURRED WITHIN SIX FEET OF UTILITY COMPANY FACILITIES (DIRECT OR INDIRECT), AND WITHIN A PERIOD OF THREE YEARS FROM THE DATE OF CONSTRUCTION, WERE CAUSED BY THE CONSTRUCTION ACTIVITIES. FURTHERMORE, THE REPAIR IS AGREED TO BE THE SOLE RESPONSIBILITY OF THE APPLICANT. IT SHALL BE THE APPLICANT'S RESPONSIBILITY TO PROTECT ALL UTILITY COMPANY FACILITIES WITHIN THE AREA OF CONSTRUCTION. THIS INCLUDES ALL STEPS NECESSARY TO PREVENT SUBSIDENCE OF THE SOIL ADJACENT TO OR NEAR UTILITY COMPANY FACILITIES. 5. ANY CASING OR SLEEVE SO INSTALLED UNDER THE ROADWAY SHALL BE THE SAME DIAMETER AS THE BORE SO AS TO ELIMINATE A VOID AROUND THE CASING. IN THE EVENT JACKING OPERATIONS RESULT IN VOIDS, THE RESULTANT VOIDS SHALL BE GROUTED OR OTHERWISE BACKFILLED, SUBJECT TO CITY APPROVAL. ENDS OF BORED SECTIONS SHALL NOT BE COVERED BEFORE BEING INSPECTED. 7. WHEN CROSSING A DENVER WATER MAIN OR CONDUIT, A MINIMUM VERTICAL CLEARANCE OF EIGHTEEN (18) INCHES IS REQUIRED. 8. A DENVER WATER REPRESENTATIVE MUST BE PRESENT WHEN INSTALLATION CROSSES A SIXTEEN (16) INCH OR LARGER MAIN. 9. LOCATES AND POTHOLES SHALL BE REQUIRED FOR ALL CROSSINGS INVOLVING DENVER WATER FACILITIES INCLUDING, BUT NOT LIMITED TO, HYDRANT LATERAL RUNS AND SERVICE LINE CROSSINGS. 10. IN THE EVENT OF A CONFLICT WITH REQUIREMENTS, THE LATEST VERSIONS OF DENVER WATER'S ENGINEERING STANDARDS AND CAPITAL PROJECTS CONSTRUCTION STANDARDS SHALL SUPERSEDE THESE PROVISIONS. at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xAry C C FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJurn• Q�a>++i�n y EXP ' oF..10/31/21 %a SSS/.. NA.... SIGNED, 2 APR 2020 3 U V) U Z_ m 3 z 0 Ld Y ♦ r o0a��za� Z W F- U EL a � a o M a 0 O M a w o O F Q a = o Z U cc U J ~ U d' U) O� g j 3- w w 0 o 0 Cmw O U Z W Wm (n N J d m C7 U J o wm z o a Y L) T J w m U a ao m 0 m 0 m o O O \ M \ N m � N O r, -,, N N M 't O z N O O O O O O LL Q m O N to 01 01 M SHEET TITLE GENERAL NOTES SHEET NUMBER G N =2 FORESTRY & LANDSCAPING NOTES: 1. UTILITY PROJECTS THAT DO NOT GO THROUGH FORESTRY REVIEW PROCESS OR DO NOT RECEIVE FORESTRY APPROVAL (SPEAKING OF THE <750LF FOR THE MOST PART); FORESTRY RESERVES THE RIGHT TO PLANT IN THE PRW AND CANNOT BE HELD LIABLE FOR ANY DAMAGE THAT OCCURS TO UTILITY WITHIN PRW WHERE UTILITY IS NOT PLACED AT A MINIMUM DEPTH OF 48". EROSION CONTROL NOTES: THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL POTENTIAL POLLUTANTS GENERATED DURING DEMOLITION OR CONSTRUCTION WORK ASSOCIATED WITH THIS PROJECT, BE PREVENTED FROM DISCHARGE TO STORMWATER CONVEYANCE SYSTEMS IN THE VICINITY OF THIS PROJECT SITE IN ACCORDANCE WITH THE FOLLOWING: 2. THE OFFICE OF THE CITY FORESTER RESERVES THE RIGHT TO DECLARE UNENCUMBERED 1 SPACE IN THE PRW FOR FUTURE AND REPLACEMENT PRW TREES. SHOULD THESE AREAS BE VIOLATED BY ANY UTILITY, THE UTILITY OWNER SHALL (RE)MOVE UTILITY AT OWNER'S EXPENSE. 3. THE FOLLOWING OPTIONS SHALL ONLY BE USED WHEN ALL EFFORTS TO LOCATE UTILITIES OUTSIDE OF AMENITY ZONE/TREE PLANTING AREA/TREE LAWN HAVE BEEN EXHAUSTED: A. LOCATION OPTION 1 (INSTALLATION UNDER EXISTING PAVED SURFACES - WALKS, DRIVES): I. WHERE PAVED AREAS SUCH AS SIDEWALKS, DRIVEWAYS, OR ENTRY WALKS EXIST, DRY UTILITIES SHOULD BE ROUTED WITHIN BOUNDARIES OF THESE AREAS TO MINIMIZE TREE -UTILITY CONFLICTS. II. WHERE PAVED AREAS DO NOT EXIST, OR INSUFFICIENT SPACE EXISTS WITHIN EXISTING PAVEMENT BOUNDARIES, SEE OPTIONS BELOW. B. LOCATION OPTION 2A (INSUFFICIENT SPACE IS AVAILABLE WITHIN PAVED AREA BOUNDARIES FOR UTILITY INSTALLATION): I. WHERE INSUFFICIENT SPACE EXISTS WITHIN THE SIDEWALK BOUNDARY FOR UTILITY INSTALLATION, ROUTE UTILITIES AS CLOSE AS POSSIBLE TO ROW LINE OR ADJACENT TO BACK OF CURB, WHICHEVER PLACES UTILITY LINES FURTHEST FROM EXISTING TREES OR POTENTIAL PLANTING AREA. II. ROUTE UTILITIES OFF -CENTER FROM AMENITY ZONES, PRESERVING SPACE FOR TREE PLANTING. IILUTILITIES INSTALLED OUTSIDE SIDEWALK OR HARDSCAPE BOUNDARIES MUST BE INSTALLED AT A MINIMUM DEPTH OF 48". IV.UNLESS ALL OTHER AVAILABLE SPACE IN AMENITY ZONE HAS BEEN ENCUMBERED, AVOID INSTALLING UTILITIES DIRECTLY UNDER EXISTING TREES. UTILITY LINES MUST BE INSTALLED MIN. 48" DEEP WHEN INSTALLING LINES UNDER TREES. C. LOCATION OPTION 2B (PAVED AREAS DO NOT EXIST): I. WHERE SIDEWALKS DO NOT EXIST, ROUTE UTILITIES AS CLOSE AS POSSIBLE TO ROW LINE OR ADJACENT TO BACK OF CURB, WHICHEVER PLACES UTILITY LINES FURTHEST FROM EXISTING TREES/POTENTIAL PLANTING AREA. 4. THE CONTRACTOR SHALL NOT SPRAY, CUT, OR TRIM TREES OR OTHER LANDSCAPING ELEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY (ROW), UNLESS SUCH WORK IS OTHERWISE SPECIFIED OR CLEARLY INDICATED ON THE APPROVED PLANS. 5. ANY DISTURBED LANDSCAPING WILL BE REPLACED TO EQUAL OR BETTER CONDITION THAN THAT WHICH EXISTED PRIOR TO WORK. 6. 7 SEEDING, SODDING, AND PLANTING SHALL BE AS SPECIFIED OR OTHERWISE APPROVED BY CITY. CONSTRUCTION, MAINTENANCE, AND WATERING REQUIREMENTS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS. WHERE LANDSCAPE RESTORATION MUST BE DELAYED DUE TO SEASONAL REQUIREMENTS, A SEPARATE PERMIT MAY AUTHORIZE SUCH WORK. THE CITY REQUIRES COMPLIANCE WITH THE FOLLOWING WHEN WORK IS NECESSARY / REQUIRED ADJACENT TO / NEAR TREES IN THE ROW OR OTHER PUBLIC SPACES: A. WHEN EQUIPMENT IS WORKING NEAR TREES, TREE PROTECTION FENCING SHALL BE ERECTED AT OR JUST OUTSIDE THE CRITICAL ROOT ZONE (CRZ = 1' LINEAR RADIUS FOR EVERY 1" DIAMETER OF TREE TRUNK MEASURED AT 4.5 FEET): I. WHEN THIS IS NOT POSSIBLE, CONTRACTOR MUST MEET WITH OCF PERSONNEL ON SITE. B.NO EXCAVATION OR EQUIPMENT STORAGE SHALL OCCUR WITHIN THE CRZ: I. WHEN WORK MUST OCCUR WITHIN CRZ, EXCAVATION MUST BE PERFORMED WITH HAND -TOOLS, AIR SPADE, OR OTHER OCF APPROVED METHOD. C.ROOTS 2" OR LARGER SHALL NOT BE CUT, IF CONFLICT ARISES CONTRACTOR MUST CONTACT THE OFFICE OF THE CITY FORESTER. D. TRENCHING SHALL NOT OCCUR WITHIN THE CRZ WITHOUT VERIFYING LOCATION OF EXISTING ROOTS THAT MAY BE IMPACTED BY EXCAVATION: I. APPROVED ROOT DISCOVERY METHODS INCLUDE: HAND WORK, AIR SPADE, GROUND PENETRATING RATING, OR OTHER OCF APPROVED METHOD. II. ADJUST THE ROUTE TO AVOID ROOTS AS MUCH AS POSSIBLE. III.STORE SOIL OPPOSITE THE TREE SIDE OF THE TRENCH. IV.BACKFILL QUICKLY AND CLEANLY, AND WATER ROOTS DEEPLY. V.EXPOSED ROOTS MUST BE KEPT MOIST AT ALL TIMES. COVER EXPOSED ROOTS WITH BURLAP OR OTHER MATERIAL THAT WILL HOLD MOISTURE AGAINST EXPOSED ROOTS. VI.TUNNELING/DIRECTIONAL BORING MUST BE AT LEAST 48 INCHES BELOW GROUND LEVEL E. ALL PIT LOCATIONS MUST BE STAKED AND APPROVED PRIOR TO AN EXCAVATION; I. MINIMIZE THE WORK PIT TO NO WIDER THAN THE TRENCH; 8. SHOULD ANY TREE DAMAGE OCCUR, CONTRACTOR SHALL CONTACT THE OCF IMMEDIATELY 9. THE CITY & COUNTY OF DENVER TREE RETENTION AND PROTECTION SPECIFICATIONS MUST BE FOLLOWED. FOR A COPY OF THE TREE PROTECTION SPECIFICATIONS PLEASE CONTACT THE OFFICE OF THE CITY FORESTER AT (720) 913-0651 OR EMAIL AT FORESTRY®DENVERGOV.ORG. GENERAL NOTES THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING, OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE OWNER SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM, RECEIVING WATERS, WATERWAYS, WETLANDS, AND OR OTHER PUBLIC OR PRIVATE PROPERTIES, RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 2. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN THE FLOW LINES OF STORM DRAINAGE APPURTENANCES, AND PUBLIC RIGHTS OF WAYS OF THE CITY AND COUNTY OF DENVER, AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. ALL REMOVALS SHALL BE CONDUCTED IN A TIMELY MANNER. 3. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY. (SEC.49-552; REVISED MUNICIPAL CODE. 4. THE USE OF REBAR TO ANCHOR BEST MANAGEMENT PRACTICES, OTHER THAN PORTABLE TOILETS, IS PROHIBITED. 6 5. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL IMPLEMENT THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPS) ON SITE DURING CONSTRUCTION: A. VEHICLE TRACKING CONTROL: THIS BMP IS REQUIRED AT ALL ACCESS POINTS FOR INGRESS/EGRESS FROM OFF-SITE IMPERVIOUS SURFACES TO CONSTRUCTION SITE PERVIOUS AREAS THAT ARE USED BY VEHICULAR TRAFFIC OR CONSTRUCTION EQUIPMENT. B.INLET PROTECTION: THIS BMP IS REQUIRED ON ALL EXISTING OR PROPOSED STORM SEWER INLETS IN THE VICINITY OF THE CONSTRUCTION SITE THAT MAY RECEIVE SITE RUNOFF. THE BMP MUST BE APPROPRIATE TO THE TYPE OF STORM INLET AND APPROPRIATE FOR THE GROUND SURFACE AT THE INLET. C.INTERIM SITE STABILIZATION: THIS BMP IS REQUIRED TO PROVIDE A MEASURE FOR PREVENTING THE DISCHARGE OF SEDIMENT FROM CONSTRUCTION SITES WHERE OVERLOT GRADING OR OTHER SITE DISTURBANCE HAS OCCURRED. THIS BMP IS PARTICULARLY NECESSARY ON SITES WHERE CONSTRUCTION ACTIVITIES/DISTURBANCE WILL BE LIMITED TO SMALL AREAS OF THE PROJECT SITE. ACCEPTABLE BMPS INCLUDE: I. PRESERVING EXISTING VEGETATION II. SEEDING AND PLANTING III.MULCHING IV.MULCHING AND SEEDING V. TEMPORARY/PERMANENT RE -VEGETATION OPERATIONS VI.CHEMICAL SOIL STABILIZER APPLICATION (REQUIRES WMD APPROVAL) D. WASTE MANAGEMENT/CONTAINMENT: THIS BMP REQUIRES THAT ALL CONSTRUCTION WASTES, FUELS, LUBRICANTS, CHEMICAL WASTES, TRASH, SANITARY WASTES, CONTAMINATED SOILS OR DEBRIS SHALL BE CONTAINED ON SITE, PROTECTED FROM CONTACT WITH PRECIPITATION OR SURFACE RUNOFF, PERIODICALLY REMOVED FROM THE CONSTRUCTION SITE, AND PROPERLY DISPOSED OF. E. SPILL PREVENTION/CONTAINMENT: THIS BMP DEFINES THE MEASURES PROPOSED FOR PREVENTING, CONTROLLING, OR CONTAINING SPILLS OF FUEL, LUBRICANTS, OR OTHER POLLUTANTS; AND PROTECTING POTENTIAL POLLUTANTS FROM CONTACT WITH PRECIPITATION OR RUNOFF. F.CHUTE WASHOUT CONTAINMENT: WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE. THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE. DRIED CEMENT WASTE IS REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. I. THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED (SEC.56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER). G.SWEEPING: THIS BMP REQUIRES THAT IMPERVIOUS SURFACES WHICH ARE ADJACENT TO OR CONTAINED WITHIN CONSTRUCTION SITES BE SWEPT ON A DAILY BASIS OR AS NEEDED DURING THE DAY WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. H. PERIMETER CONTROL: THIS BMP REQUIRES THAT A CONSTRUCTION SITE INSTALL A PERIMETER CONTROL MEASURE ALONG THE EDGE OF THE CONSTRUCTION SITE, TO PREVENT, OR FILTER THE DISCHARGE OF SURFACE RUNOFF FROM THE CONSTRUCTION SITE. THE TYPE OF PERIMETER CONTROL USED SHALL BE DETERMINED BASED ON-SITE CONDITIONS AND LOCATION. MAINTENANCE AND REPAIR OF THE CONTROL MEASURE SHALL OCCUR AS NEEDED, IN A TIMELY MANNER. I. STOCK PILES: SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN FOURTEEN (14) DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION OF STOCKPILES LOCATED WITHIN 100 FEET OF RECEIVING WATERS, OR WITH SLOPES 3 TO 1 OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7) DAYS FOLLOWING STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE ACCOMPLISHED BY ANY OF THE FOLLOWING: MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATIONS, CHEMICAL SOIL STABILIZER APPLICATION (REQUIRES DENVER PUBLIC WORKS APPROVAL), OR EROSION CONTROL MATTING/GEOTEXTI LES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF RECEIVING WATERS, A DRAINAGEWAY OR THE SITE PERIMETER, ADDITIONAL SEDIMENT CONTROLS SHALL BE REQUIRED. J. SAW CUTTING OPERATIONS: THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING, OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS OR AS NEEDED THROUGHOUT THE WORK DAY. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. (SEC.56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER). K.STRUCTURAL CONTROLS: DEVELOPMENT SITES THAT ARE REQUIRED TO PROVIDE DETENTION AND WATER QUALITY ENHANCEMENT FACILITIES FOR STORM RUNOFF NEED TO INSTALL THE DETENTION FACILITIES EARLY IN THE CONSTRUCTION BUILD -OUT OF THE SITE. PROJECTS THAT ARE USING UNDERGROUND DETENTION ARE REQUIRED TO INSTALL A PRETREATMENT STRUCTURE(S) OR SEDIMENTATION BASIN(S) AS A MEANS OF TREATING POTENTIALLY POLLUTED STORM WATER PRIOR TO ENTERING THE DETENTION STRUCTURE. USE OF THESE STRUCTURES IS REQUIRED FOR ENTRAPPING SEDIMENT AND CONSTRUCTION DEBRIS DURING THE ACTIVE CONSTRUCTION PHASE OF THE PROJECT. A NARRATIVE SECTION OF A MANAGEMENT PLAN SHOULD ADDRESS OPERATION AND MAINTENANCE OF THE STRUCTURAL CONTROLS BEING USED AS AN ACTIVE CONSTRUCTION BMP. EROSION AND SEDIMENT CONTROL 'BEST MANAGEMENT PRACTICES' SHALL BE MAINTAINED AND KEPT IN EFFECTIVE OPERATING CONDITION FOR THE DURATION OF THIS PROJECT. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IMMEDIATELY UPON DISCOVERY OF ANY DEFICIENCY OR DEFECT. Iat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 NVYCI= FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJurn• Q�a>++i�n y EXP ' 1a31n1 � SSS/O NAL•��G` SIGNED, 2 APR 2020 3 U V) U z_ m 3 o z 0 Ld Y ♦F- Z W U 0-0 a o 0 of a w F Q a = 0 Z U cc U J ~ U w w U U) zO af j 3- w(L W 0 0 IN O U Z W N N J d m 00 m U U J o W z o a Y W T J w = U a M rn rn rn rn rn 0 O O\ M\'t N m � N O n N N M O z N O O O O O O LL Q m O- N n o 01r7 SHEET TITLE GENERAL NOTES SHEET NUMBER G N =3 A 1 VIEW P SCALE: 1/2" = V-0" o ^I 1 N PVC CONDUIT RACEWAY DETAIL N.T.S. 00 I *THIS MUST BE FILLED OUT BEFORE MANUFACTURING BEGINS* APPROVED W/ NO EXCEPTIONS TAKEN: ❑ APPROVED AS NOTED: ❑ REVISE AND RESUBMIT: ❑ SIGNATURE DATE CONTRACTOR IS TO VERIFY THAT ALL INFORMATION SHOWN ON DRAWINGS HAS BEEN CHECKED, COMPLIES WITH THE CONTRACT DOCUMENTS AND IS ADEQUATE TO MEET THE FIELD CONDITIONS. OLDCASTLE PRECAST ACCEPTS NO RESPONSIBILITY FOR ERRORS OR OMISSIONS AFTER RECEIPT OF APPROVED SHOP DRAWING. NOTE: PRODUCTION WILL NOT COMMENCE UNTIL RECEIPT OF SIGNED APPROVED SHOP DRAWINGS. II H II II II II II ii II II II II II II II II II II II II II LJ VIEW A SCALE: 1/2" = V-0" i� N 0 I Lo PIECE I SALES ORDER # / SPECIAL # DESIGN NOTES 1) DESIGN ASSUMPTIONS: A. 92.34 FT -KIP MAX MOMENT FROM POLE B. 2.79 KIP MAX SHEAR FROM POLE C. 8" MAX ABOVE GRADE INSTALLATION D. CLASS 5 BACKFILL OF CDF 3) CONCRETE 28 DAY COMPRESSIVE. STRENGTH SHALL BE 6000 PSI (MIN.) 4) STEEL REINFORCEMENT: REBAR, ASTM A-615 GRADE 60. 5) CEMENT: ASTM C-150 SPECIFICATIONS. SHOP NOTES 6 W/ (8) 02Y2•• B�(8) 02)2" PVC PIPE CONDUIT RACEWAYS (SEE DETAIL) ANCHOR CAGE SEE PG. 2 FOR DETAIL 1. CONCRETE STRENGTH: 6000 PSI 2. CONCRETE FINISH: SMOOTH FINISH 3. 1500 PSI MINIMUM STRIPPING STRENGTH REQUIRED 4. BASE TO BE ROLLED AFTER STRIPPING BILL OF MATERIALS # QTY U/M DESCRIPTION ITEM # 1 4 EA 4 TON X 4%" DB -52 OPC 2 4.00 LF 01Ya" X 66" ROD HDG SPECIAL 3 20 EA O1Ya"-7 2H NUT HDG SPECIAL 4 12 EA 0184" F436 WASHER HDG SPECIAL 5 1 EA 22" X 22" EMBED PLATE SPECIAL 6 12.0 LF PVC PIPE 028" SCH-40 SPECIAL 7 8 EA 2Y" CONDUIT RACEWAY SPECIAL 8 10 EA 030" #3 REBAR RING SPECIAL 2.18 CY 6000 PSI TYPE III MIX 8501740 1.461 CWT #6 BAR 8011000 PRODUCT WEIGHTS SECTION WEIGHT (LBS) VOLUME (CY) LPB 1 8,843 2.18 ��• RFG�sT QAC ro =< 40192 m� Signed 14-/ Oldcastle Precast" 8392 RIVERVIEW PARKWAY, LITTLETON, CO 80125 PHONE: 303-791-1100 FAX: 303-791-1120 SUBMITTED FOR REFERENCE PURPOSES ONLY, AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE PRECAST, INC. 036" X 8'-6" LIGHT POLE BASE SUBMITTAL DRAWING DUAL USE POLES BASES COLORADO XCEL ENERGY DATE SALES I DRAWN I ENGINEER CHECKED SALES ORDER 11/30/18 ZR SM 154605 DRAWING NUMBER REVISION SHEET 110-154605-36X102 LPB 1 OF 3 City of Wheat Ridge COMMERCIAL SMALL CELL PERMIT - 202001555 PERMIT NO: 202001555 ISSUED: 08/19/2020 JOB ADDRESS: 3230.5 Balsam St EXPIRES: 08/19/2021 JOB DESCRIPTION: Replace existing Xcel Energy structure with Xcel-owned, AT&T small cell installation. Antennae, meter and radios mounted at various elevation, but concealed inside a Comptek "CityPole" *** CONTACTS *** OWNER RAY LUCILLE M SUB (972)581-9888 DONALD CHERRY 190163 VELEX INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,000.00 FEES Total Valuation 0.00 Plan Review Fee 235.82 Use Tax 420.00 Permit Fee 362.80 ** TOTAL ** 1,018.62 *** COMMENTS *** *** CONDITIONS *** Pole shall. be painted black to match city utilities (including new street/ped lights). ROW permit required prior to beginning construction. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform tl►e work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include al I entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpennit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a p rmit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable co r any Ord Inor regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Small Cell Permit Application Date: Monday, August 10, 2020 2:20:42 PM Small Cell Permit Application YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. LOCATION ELIGIBILITY: I attest that the proposed location has been approved by the Planning Division and the address I will provide on this form is the address provided to me by the Planning Division. RIGHT-OF-WAY PERMIT: I attest that the proposed location is in City of Wheat Ridge right-of-way and understand I must also obtain a separate Right -of -Way Permit from the Engineering Division to be authorized to construct the small cell facility in City right-of-way. Yes Yes LOCATION INFORMATION Location Address 3230.5 Balsam St Location Coordinates 39.762776, -105.088784 Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Your application cannot be processed if the City of Wheat Ridge electronic payment form is not attached. There is specific information on the form that is needed to run the payment. The form is located here: Electronic Payment Form Be sure to save to your computer before attaching to this application. CONTACT INFORMATION Submitting General Velex Contractor or Electrician Contractor's License 190163 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 720-244-5184 (enter with dashes, eg: 303-123-4567) Contact Email Address brian.hess@smartlinkgroup.com for questions or comments Retype Contact Email brian.hess@smartlinkgroup.com Address DESCRIPTION OF Replace existing Xcel Energy structure with Xcel-owned, AT&T WORK small cell installation. Antennae, meter and radios mounted at various elevation, but concealed inside a Comptek "CityPole". Project Value (contract value or cost of ALL 20,000 1$20,000 Valuation is OK materials and labor) Upload completed Small Cell Location Justification COL0717OF R02 Balsam St Ddf Small Cell Location & Justification form. Upload Drawings 11" X Construction Drawings COL0717OF R02 04 0220 Ddf 17" or larger including elevations, site plan, and electril plans Upload owner Xcel Enerav and ATT Letters of Authorization.odf permission of colleocating on or modifying an existing pole. SIGNATURE OF Yes UNDERSTANDING AND AGREEMENT I understand that work may not begin at this location until this permit and a Right -of -Way Permit has been issued I understand that work may not begin until a Small Cell Master License Agreement has been executed with the Department of Public Works (One agreement is required per telecom) I attest that everything state in this application is true and correct and that falsifying information in this applicaton is an act of fraud and may be punishable by fine, imprisonment, or both. Yes Yes YES Person Applying for Brian Hess (Authorized Rep for Xcel Energy +AT&T) Permit Email not displaying correctly? View it in your browser. EPlans e showing existing Small Cell Location & Justification e replaced. Randy Section 26-615.H of the City Code per all cell facilities in the right-of-way in under the following priority, ranked 1-5. Check the' that applies to your proposed facility. ❑ 1. City-owne ' y pole (removed and replaced with new pole, conveyed back to City) ❑ 2. Ci ned utility pole (attached to existing pole) El Third -party owned utility pole with owner's permission (attached to existing pole) ❑ 4. Traffic signal pole or mast arm (requires City or CDOT approval) ❑ 5. New freestanding or ground -mounted facility Explain the reason for choosing the type of facility, and why other higher -priority locations were not selected, if applicable (required): AT&T and Xcel Energy have entered into a license agreement to Collocate on existing Xcel Energy poles/assets to minimize visual impact and ground disturbance across all state and local jurisdictions, nationwide. We do not have a list of City of Wheat Ridge -owned -poles, so we cannot target priorities 1 and 2. Furthermore, we have vetted many locations with all departments and CBO Randy Slusser, prior to the City's new Small Cell Guidelines (this is one of the locations). We are in good faith, going through the new small cell process and guidelines with each previously approved site, to help illustrate our partnership with the City. Please contact the AT&T and Xcel Energy Authorized Representative and Applicant, Brian Hess, at 720.244.5184, or Brian. Hess@SmartlinkGroup.com, with any questions or concerns. j9 Xcel Energy RESPONSIBLE BY NATURE' June 10th, 2020 Colorado Jurisdiction Address City, State Zip RE: Letter of Authorization To Whom It May Concern: 825 Rice Street Saint Paul, Minnesota 55117-5485 This letter is to confirm that New Cingular Wireless PCS, LLC ("Licensee") has entered in to a Pole License Agreement with Public Service Company of Colorado d/b/a Xcel Energy which allows for the attachment of wireless communications equipment to Xcel Energy owned street light poles in Colorado. This letter constitutes a general acceptance for Licensee to proceed with requesting to collocate on the Xcel Energy owned street light poles at the locations detailed in the attached document. Final approval by Xcel Energy for each location is subject to a formal review and approval process per the terms and conditions of the Pole License Agreement. If you have any questions or concerns please feel free to contact me. Sincerely, Chelsey Fayerweather Xcel Energy Facilities Attachment Specialist, Small Cell 825 Rice Street, 3rd Floor St. Paul, MN 55117 Office: (651) 229-5560 Chelsey.Fayerweather@xcelenergy.com July 28th, 2020 State of Colorado All Local Jurisdictions RE; Blanket Designated Agent Letter of Authorization To Whom It May Concern: AT&T Mobility Services LLC 161 Inverness Drive West Englewood, CO 80112 The Smartlink Group and its employees and agents, specifically Brian Hess, Brian Gray and Mackenzie Hunt, are authorized representatives of AT&T Mobility and have been contracted to perform certain Right -of -Way Permitting, Land -Use Entitlements, Building Permits, Real Estate Leasing, Environmental, Architectural and Engineering Services on the AT&T Mobility Telecommunications Project. As an authorized representative of AT&T Mobility, the Smartlink Group, may sign, file, review land -use applications and permits, represent at hearings, and accept conditions of approval on behalf of AT&T Mobility. If there are any questions or comments, please contact me directly. Sincerely, _d'AKtt_'*, Veronica Bonilla Tech Vendor Management Site Acquisition Project Manager AT&T Mobility — Rocky Mountain Region Email: vb1319@att.com PROJECT DESCRIPTION • XCEL TO REPLACE 29'-2" WOOD POLE W/ NEW 35'-0" METAL COMPTEK POLE (PROVIDED BY XCEL) • INSTALL (1) CANISTER ANTENNA ON NEW MOUNT • INSTALL (1) RRH UNIT INSIDE POLE • INSTALL (1) ELECTRICAL METER INSIDE POLE • INSTALL (1) LOAD CENTER INSIDE POLE DRAWING INDEX I REV 14828315-COL0717OF PROJECT INFORMATION SITE ADDRESS: 3230.5 BALSAM ST COUNTY: JEFFERSON 3a WHEAT RIDGE, CO 80033 JURISDICTION: CITY OF WHEAT RIDGE LATITUDE: 39.762776 ZONING DISTRICT: R—C LONGITUDE: —105.088784 ADJACENT PARCEL #: 2075-21-2-11-001 GROUND ELEVATION: 5525.0' POLE #: 766-704 ANTENNA TIP HEIGHT: 34'-6" POLE COLOR CODE: LIGHT GREY, RAL# 7047 NODE USID: 222824 XCEL CONVERSATION#: 730979 DRAWING INDEX I REV 14828315-COL0717OF R02 -T-1 TITLE SHEET 3a 14828315-COL0717OF R02 -A-1 OVERALL SITE PLAN 3a 14828315-COL0717OF_R02-A-2 11 here quality still counts. ENLARGED EQUIPMENT PLAN 3a 14828315-COL07170F RO2-A-3 EXISTING & NEW POLE ELEVATIONS 3a 14828315-COL07170F RO2-RF-1 RF & EQUIPMENT DETAILS 3a 14828315-COL0717OF_R02-E-1 SEAL ELECTRICAL ONE LINE DIAGRAM 3a 14828315-COL0717OF_R02-G-1 9•. EXP 'W 0T'•, 10/311211,.," GROUNDING DETAILS 3a 14828315-COL07170F_RO2-GN-1 3 GENERAL NOTES 38 14828315-COL07170F RO2-GN-2 GENERAL NOTES 38 14828315-COL07170F RO2-GN-3 GENERAL NOTES 3a POLE MANUFACTURER FOUNDATION DRAWINGS ADDED AS AN ADDENDUM TO THIS DRAWING PACKAGE SITE PHOTO S Reviewed for Zoning Compliance by the i, Ale City of Wheat Ridge Planning Division jam/ APPROVED BY: DATE: 8/13/2020 COMMEN1 APPROVED WITH CONDITIONS Pole shall be painted black to match City utilities ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections CLUSTER NAME: CRAN_RUTH_ARVDA SITE ID: COL0717OF_R02 NODE USID: 222824 COORDINATES: 39.762776, =105■088784 SITE ADDRESS: 3230.5 BALSAM ST CONSTRUCTION DRAWINGS (MICRO) at&t Mobility .6i. City of fW heat Xe COMMUNITY DEVELOPMENT APPROVED Revieweo for Code Compliance Plans Examiner Date ymld of emX: The Is3Wwl of opwngtwappo W01PAo`6SWfkatbN andoonrpumhons shoe twt to a pmMt foo won opproeol of, any Wabom b My of the porebru of Me EmbMp rose w of W4' L'&y w6riw ex Aerahs prrs rlg b give ouMwlt y to Wbdt wtwicel the poviom of aw fWAI coda w oMa wdbaweep/ the City shaft rat at waI DIRECTIONS APPLICABLE BLDG. CODES AND STANDARDS DIRECTIONS: (161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112): SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND AVE E 0.2 MI. LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR TAKE I-25 N 13.2 MI, TAKE EXIT 209A-2096 TOWARD 209A/209B/6TH THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT KEEP RIGHT AT THE FORK TO CONTINUE ON EXIT 209B, FOLLOW SIGNS FOR US -6 W/6TH ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. AVE W/LAKEWOOD 0.7 MI. KEEP RIGHT TO CONTINUE TOWARD US -6 W/6TH AVE 0.6 MI, KEEP LEFT, FOLLOW SIGNS FOR US -6 W/6TH AVE AND MERGE ONTO US -6 W/6TH AVE BUILDING CODE: 2.4 MI. TAKE THE CO -121 N/WADSWORTH BLVD EXIT 0.2 MI. SLIGHT RIGHT ONTO [INTERNATIONAL BUILDING CODE (IBC), 2015 AS ADOPTED BY THE LOCAL JURISDICTION] CO -121 N/WADSWORTH BLVD 3.4 MI. TURN RIGHT ONTO W 44TH AVE 0.3 MI AND YOUR ELECTRICAL CODE: DESTINATION WILL BE ON THE LEFT. (POLE # 766-704. [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2007, NATIONAL ELECTRICAL CODE, 2017 AS ADOPTED BY THE LOCAL JURISDICTION] VICINITY MAP LIGHTNING PROTECTION CODE: [NFPA 780 — 2002, LIGHTNING PROTECTION CODE] v n' w419A., w SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, THIRTEENTH EDITION ANSI/TIA 222—G, "' STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. 3 m y TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR al w'sau, M. EARTHS wma A`. TELECOMMUNICATIONS 3: a Lutheran Medical Center INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS BEL AIRE - OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING ' W Ta I,SGE OW'Jhem fridge d AND GROUNDING OF ELECTRONIC EQUIPMENT wasnA.a IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION NIAE! ,- TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS _ , Q W3Y.d4v r ANSI T1.311. FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL w33oaw PROTECTION m a 37MAna V132ndA,a IN 37..FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT .,. SHALL GOVERN. - -- UI ngzr Urown 4 — HillA.Wrluary UTILITY WORK MUST BE IN ACCORDANCE WITH THE FOLLOWING PUBLIC WORKS RULES &Cenneterg Wz Aoe AND REGULATIONS: a RULES AND REGULATIONS GOVERNING THE PRIVATE DESIGNING, PLANNING, CONSTRUCTION, RECONSTRUCTION, AND REMODELING OF GENERAL PUBLIC IMPROVEMENTS nsapnstscno%,i 0 a, • RULES AND REGULATIONS GOVERNING STREET CUTS AND ROADWAY EXCAVATION _ - =SPECIFICATIONS s NORTH 0 TRANSPORTATION STANDARDS AND DETAILS FOR THE ENGINEERING DIVISION L SITE PROJECT PARTICIPANTS DIG INFO SCALING DRAWINGS NAME COMPANY NUMBER SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE A&E CHRIS WOLFE TELCYTE 833-835-2983 FOR THE SAME. CALL COLORADO ONE CALL SAC MACKENZIE HUNT SMARTLINK, LLC 970-402-9001 87 RF CLAUDIO POZZI AT&T WIRELESS 303-249-9073 ALL 3 WORKING AY 0 CALL 3 WORKING DAYS Q QIF USING 11"07" PLOT, DRAWINGS WILL BE AT HALF SCALE. POWER COMPANY XCEL ENERGY EDWARD BIEGING 612-790-3758 BEFORE YOU DIG! TEL. COMPANY KEVIN RICHARDSON AT&T MOBILITY SERVICES LLC 317-319-8349 mat&t ' e Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 �0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 NXYC D FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH_ARVDA SEAL @Ppe• HEG�gl +• 44563 % 9•. EXP 'W 0T'•, 10/311211,.," 'esSAO NAL.E�6` SIGNED, 2 APR 2020 3 U) 0 U Z_ 51 03 o LO 0 z 0 Of T p zLLJ O a U H Z a U Of a F0 d a EL M d OfO Q a 0 0 U 00 Of N �0zmTn100 z g 5 3 I— w O CV m (b >- LLJ w V) D O a Ld O Z J O IL w Y U LLJ LLJ TOM J w Of 0 a co O1 W O) Oy 01 0 m � N O N N MT 't O N z a 0 0 0 0 O 0 3 LL 2I Q cn O— N n 0 „O SHEET TITLE TITLE SHEET SHEET NUMBER T=1 PLAN NOTES: 1. ALL EXISTING DIMENSION PER PROVIDED SURVEY. CONTRACTOR TO VERIFY NEW POLE LOCATION, RIGHT OF WAY AND EXISTING UTILITY LOCATION PRIOR TO COMMENCEMENT OF WORK. 2. VERIFY ELECTRICAL AND FIBER DESIGN WITH UTILITY PROVIDER DESIGN AND STANDARDS. 3. CONTRACTOR TO REPLACE AND REPAIR ANY LANDSCAPING OR ASSOCIATED WATERING SYSTEMS DAMAGED DURING CONSTRUCTION. 4. ALL SHOWN UTILITIES IDENTIFIED PER BLUESTAKE AS RECORDED ON SURVEY. CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION. (E) TREE (TYP)--�-� (E) ROAD R.O.W. (E) GAS LINE (E) WATER LINE OVERALL SITE PLAN IN 0 IM Jj F- Ln D G� ROAD E) EDGE of PAVEMENT (E) BACK OF CURB (N) POWER ROUTE (FINAL ROUTE TO BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION WITH UTILITY LOCATES) (E) ROAD R.O.W. UL �(E) MEET POINT 32ND AVE RELATIONSHIP TO R.O.W. UTILITIES (E) BUILDING OUT OF R.O.W. POLE LOCATION (TYP.) NXYC TRANSFORMER ENLARGED EQUIPMENT PLAN BURIED TELEPHONE LINE MEET POINT A-2 BURIED SANITARY SEWER 777777777(N) BURIED STORM DRAIN SITE NUMBER 35'-0" COMPTEK POLE SITE NAME J COORDINATES: 39.762776, -705.088784 DITCH LINE/FLOW LINE J SITE ADDRESS: 3230.5 BALSAM ST �2 VEGETATION LINE ADJACENT PARCEL # —3 2075-21-2-11-001 BARBED WIRE FENCE 1EEEDGE RAILROAD TRACKS ZONING CENTERLINE OF ROAD/STREET R—C E) EDGE of PAVEMENT (E) BACK OF CURB (N) POWER ROUTE (FINAL ROUTE TO BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION WITH UTILITY LOCATES) (E) ROAD R.O.W. UL �(E) MEET POINT 32ND AVE RELATIONSHIP TO R.O.W. UTILITIES IN R.O.W. OUT OF R.O.W. POLE LOCATION BURIED GAS LINE NXYC TRANSFORMER FIELD SERVICES BURIED TELEPHONE LINE MEET POINT BURIED WATER LINE BURIED SANITARY SEWER 3230.5 BALSAM ST BURIED STORM DRAIN 111110321011,F zts;i Know what's below. Call before you dig 1-800-424-5555 FULL SCALE 1" = 20' scan o<,Lh a0'o' 20' 0 20' ao' NORTH HALF �EEr SCaASHLLE 1 " = 40' 1 ;;.,,,at&t UTILITIES AT&T MOBILITY BURIED POWER LINE ENGLEWOOD, CO 80112 BURIED GAS LINE NXYC OVERHEAD TELEPHONE LINE FIELD SERVICES BURIED TELEPHONE LINE W BURIED WATER LINE BURIED SANITARY SEWER 3230.5 BALSAM ST BURIED STORM DRAIN SITE NUMBER OVERHEAD POWER LINE SITE NAME LANDSCAPE DITCH LINE/FLOW LINE @P��• HEG�gl ROCK RETAINING WALL VEGETATION LINE X CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE 1EEEDGE RAILROAD TRACKS OF ROAD/STREET CENTERLINE OF ROAD/STREET PROPERTY PROPERTY LINE z_ RIGHT—OF—WAY CENTERLINE RIGHT—OF—WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE AT&T SITE PROPERTY SUBJECT BOUNDARY LINE SYMBOL KEY Q FIRE HYDRANT H GATE VALVE IS WATER METER A FIRE STAND PIPE ❑ CATCH BASIN, TYPE I ® CATCH BASIN, TYPE II ❑� TRANSFORMER 21 LIGHT STANDARD © POWER VAULT ® UTILITY BOX 1t' UTILITY POLE E— POLE GUY WIRE OT GAS VALVE a GAS METER TD TELEPHONE VAULT o TELEPHONE RISER XL SIGN o BOLLARD o MAIL BOX 234.21 SPOT ELEVATION zts;i Know what's below. Call before you dig 1-800-424-5555 FULL SCALE 1" = 20' scan o<,Lh a0'o' 20' 0 20' ao' NORTH HALF �EEr SCaASHLLE 1 " = 40' 1 ;;.,,,at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 �0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 NXYC C FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COI-07170E—R02 SITE NAME CRAN—RUTH—ARVDA SEAL @P��• HEG�gl +• 44563�o W SIGNED, 2 APR 2020 3 U) U U z_ m Ld p z O Ld Z w H U LLI Of r ZO O a p U H z L -I a Of O_ EL M Of o o 0 a 0 o_ U � � J FQ ~ a O o U D U �' 00 N 0L)zm(nw0L) z 3 r O_ w 0 CV m m w U V) D U D_ J Ld Z O a w Y � wr J w EL U a OD m m m m m 0 N N M1 't O z a N O O O O O O 3 LL aI Q m 0— N M 0 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 ENLARGED EQUIPMENT PLAN (N) (2) 2" CONDUIT FROM HAND HOLE TO POLE -TRENCH APPROX 3' (N) HAND HOLE PER XCEL DESIGN -WORK BY OTHERS CD c� CD F - (E) ROAD R.O.W U� Q Q m (E) EDGE OF PAVEMENT (E) WATER LINE c� (E) GAS LINE 3'-8-8" 3�'-4•' w 1•-11" (N) 35'4" COMPTEK POLE COORDINATES: 39.762776,-105.088784 SITE ADDRESS: 3230.5 BALSAM ST (N) POWER ROUTE (FINAL ROUTE TO BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION WITH UTILITY LOCATES) (E) ROAD R.O.W (E) TREE (TYP.) cxy of a FULL SCALE 1/4" = 1'-0" gid \, a«L„ B. 4• 0 4•a' NORTH HAL SSaALE 1/8" = 1'-0" 1 mat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 �0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xX YC C FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH_ARVDA SEAL ...... yp............... +• 44563�o EIUYw Q�a>+�n 9'. EXP W ,,..10/31121.,., A•" �SS�ONA' L SIGNED, 2 APR 2020 3 V) U U Z_ m 3 Ld p Z O Ld It r Zo Zw O a '1' Zof U Ld EL F- pUHa CL 0 M D F Q a O mMa o o U 00 U � J ~ U 0_' N 00zmMwo0 Za� M 3 r w 0 CV m ap LL, 0 U) D U a J Ld Z O a w Y � w TOM J w Of U a ao rn rn rn rn rn o m � N O N N M1 't O Z a N O O O O O O 3 LL �I Q m o- N MPO 0 SHEET TITLE ENLARGED EQUIPMENT PLAN SHEET NUMBER A=2 NOTES: NOTE: 1. POLE TO BE PROVIDED BY XCEL ENERGY ALL PROPOSED AT&T ANTENNA, 2. RF DISCONNECT STICKER TO BE ATTACHED TO MOUNTING HARDWARE AND DISCONNECT EQ RAL LOR CODE LIGHT GREY, 7047 PER THE APPROVED RISDICTIONAL COLOR.0 (N) (1) CANISTER ANTENNA INSIDE (N) CONCEALMENT SHROUD Wheat Ridge approved utility color is black (to match new street lights and ped lights w Ir Z Z X O ~ Z Z ¢ O W O� Z (Z of U Z W H W W ani a ¢ Z o d' Ld � Y W U U H H H N H �' U x � iW-. V U ¢ X_ N w (E) 29'-2" POLE z Li w TO BE REPLACED v Al � w v O O .. O O LI- O = � w o x w o o U 2 I F W (I Ld U 2 -H ry c0 EL 0 N of {1 m < (N) AT&T RF EQUIPMENT INSIDE ft �I N M io ((1) RRH UNIT COMPTEK POLE BASEir00 N I -(1) FID M -(1) LOAD CENTER (N) METER (E) FENCE POST (N) DISCONNECT (E) FENCE POSTLj FOUNDATION REVEAL CANNOT EXCEED 30 ABOVE GRADE (N) HAND HOLE PER XCEL DESIGNOfLL -WORK BY OTHERS a a (Mu MES SCALE 3/8" = 1'-0" (N) FOUNDATION am,�r FULL SCALE 3/8" = 1'-0" (zz0u saeEr axe» 4' 2' 0 1' 2' 3' 6' (SEE FOUNDATION DRAWING �� 4' 2' 0 1' 2' 3' 6' BY COMPTEK FOR DESIGN CRITERIA) a HALF SCALE 3/16' = 1'-0" HALF SCALE 3/16" = 1'-0" (1107 MM WILY) (1107 WM axe» EXISTING WEST POLE ELEVATION 1 NEW WEST POLE ELEVATION 2 ���at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 NVYCI= FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH�RVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 ti � f 41563 'tio y� EXP oF..10/31121 %a SSS/0 NA�•��G` SIGNED, 2 APR 2020 3 � U U Z_ Eo 3 z 0 Y ♦ � Z W U r o�Qo�ZQ� EL Mo_ o � v w O� g 3:: R- w 0 N o�zmNwoo W N J O_ IM � � U U J D � Z O w � a Y J L) Z: T it U a ao rn rn rn rn rn o O � O \ r, - PCO, \ � N � N O N N M O m Z � N O O O O O O �I ¢ m o � N r� � o M SHEET TITLE EXISTING &NEW POLE ELEVATIONS SHEET NUMBER A-3 NOTES: NOTE: 1. POLE TO BE PROVIDED BY XCEL ENERGY ALL PROPOSED AT&T ANTENNA, 2. RF DISCONNECT STICKER TO BE ATTACHED TO MOUNTING HARDWARE AND DISCONNECT EQ RAL LOR CODE LIGHT GREY, 7047 PER THE APPROVED RISDICTIONAL COLOR.0 (N) (1) CANISTER ANTENNA INSIDE (N) CONCEALMENT SHROUD Wheat Ridge approved utility color is black (to match new street lights and ped lights w Ir Z Z X O ~ Z Z ¢ O W O� Z (Z of U Z W H W W ani a ¢ Z o d' Ld � Y W U U H H H N H �' U x � iW-. V U ¢ X_ N w (E) 29'-2" POLE z Li w TO BE REPLACED v Al � w v O O .. O O LI- O = � w o x w o o U 2 I F W (I Ld U 2 -H ry c0 EL 0 N of {1 m < (N) AT&T RF EQUIPMENT INSIDE ft �I N M io ((1) RRH UNIT COMPTEK POLE BASEir00 N I -(1) FID M -(1) LOAD CENTER (N) METER (E) FENCE POST (N) DISCONNECT (E) FENCE POSTLj FOUNDATION REVEAL CANNOT EXCEED 30 ABOVE GRADE (N) HAND HOLE PER XCEL DESIGNOfLL -WORK BY OTHERS a a (Mu MES SCALE 3/8" = 1'-0" (N) FOUNDATION am,�r FULL SCALE 3/8" = 1'-0" (zz0u saeEr axe» 4' 2' 0 1' 2' 3' 6' (SEE FOUNDATION DRAWING �� 4' 2' 0 1' 2' 3' 6' BY COMPTEK FOR DESIGN CRITERIA) a HALF SCALE 3/16' = 1'-0" HALF SCALE 3/16" = 1'-0" (1107 MM WILY) (1107 WM axe» EXISTING WEST POLE ELEVATION 1 NEW WEST POLE ELEVATION 2 ���at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 NVYCI= FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH�RVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 ti � f 41563 'tio y� EXP oF..10/31121 %a SSS/0 NA�•��G` SIGNED, 2 APR 2020 3 � U U Z_ Eo 3 z 0 Y ♦ � Z W U r o�Qo�ZQ� EL Mo_ o � v w O� g 3:: R- w 0 N o�zmNwoo W N J O_ IM � � U U J D � Z O w � a Y J L) Z: T it U a ao rn rn rn rn rn o O � O \ r, - PCO, 751 A as &T OPERATES ANTENNAS AT THIS STRUCTURE. IOVE THIS POINT YOU ARE ENTERING AN AREA HERE RADIO FREQUENCY (RF) FIELDS MAY EXCEED IE FCC GENERAL OCCUPATIONAL EXPOSURE LIMITS ILLOW SAFETY GUIDELINES FOR WORKING IN AN RF IVIRONMENT. :EP 10 FT. AWAY FROM THE FRONTS OF THE 1TENNAS. )NTACT AT&T AT 80D638-2822, OPT. 9, 3 AND FOLLOW IEIR INSTRUCTION PRIOR TO PERFORMING ANY \INTENANCE OR REPAIRS ABOVE THIS POINT THIS IS AT&T SITE USID 222824 (2) NOTICE SIGNS MUST BE PLACED OPPOSITE EACH OTHER 2' BELOW THE ANTENNA TOP OF POLE (0 RF SIGN TO BE INSTALLED 2'-0" BELOW ANTENNA NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. — RF POWER DISCONNECT SIGNAGE TO BE PLACED ON OUTSIDE OF DOOR OF A/C DISTRIBUTION BOX NOTES: • LABEL WILL BE 1.5"X 6" AND HAVE THE EMERGENCY NUMBER AND SITE LOCATION INFORMATION. • PLACE THE LABEL/STICKER ABOVE THE EQUIPMENT SIDE DOOR. 6" BASE OF POLE RF WARNING SIGNS & LABELS ANTENNA PRPEIEE CA—AE0I0ITJTJVEX36OF—JS06 ANTENNA DETAIL NOT USED PARTS LIST nEM NO. DESCRIPTION CITY. 1 ORION FAN ASSEMBLY AND BRACKET XCEL ENERGY 2 FIBER BOX AND BRACKET RF/ POWER 4 RADIOS SHUT—OFF 5 MILBANK METER U4B01-XC-579 SWITCH 6 BE SAI IY SWI7CH_CED 7032M (SEE NOTE 2) THIS SWITCH CRAN—RUTH—ARVDA SHUTS OFF ALL PPOO. AEG/gl 44563 NO POWER TO 9'•. EXP 'W 0;,, 10/31121 ,jam �ss)O NAL EAG TRANSMITTERS AND ANTENNAS RF SIGN TO BE INSTALLED 2'-0" BELOW ANTENNA NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. — RF POWER DISCONNECT SIGNAGE TO BE PLACED ON OUTSIDE OF DOOR OF A/C DISTRIBUTION BOX NOTES: • LABEL WILL BE 1.5"X 6" AND HAVE THE EMERGENCY NUMBER AND SITE LOCATION INFORMATION. • PLACE THE LABEL/STICKER ABOVE THE EQUIPMENT SIDE DOOR. 6" BASE OF POLE RF WARNING SIGNS & LABELS ANTENNA PRPEIEE CA—AE0I0ITJTJVEX36OF—JS06 ANTENNA DETAIL NOT USED PARTS LIST nEM NO. DESCRIPTION CITY. 1 ORION FAN ASSEMBLY AND BRACKET 1 2 FIBER BOX AND BRACKET 1 4 RADIOS 1 5 MILBANK METER U4B01-XC-579 1 6 BE SAI IY SWI7CH_CED 7032M (SEE NOTE 2) 1 V 0 0 . 0000000000000000000000 �' 12.1" ROTA 0 N N FROM SOL SHIE RRH MANUFACTURER: NOKIA HEIGHT: 22.0" WIDTH: 12.1" DEPTH: 5.9" WEIGHT: 66.1 Ibs 4 1 NOKIA AIRSCALE MICRO RRH 4T4R RRH DETAIL MOUNTING BRACKETS 2 1 COMPTEK — EQUIPMENT LAYOUT 3 2 0 & att Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 9 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xVVY C: O FIELD SERVICES %'V here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER C0LO717OF—R02 SITE NAME CRAN—RUTH—ARVDA SEAL PPOO. AEG/gl 44563 NO l[um. QR�TA� 9'•. EXP 'W 0;,, 10/31121 ,jam �ss)O NAL EAG SIGNED, 2 APR 2020 N C.D U Z_ CD 3 C3 o z O LLJ > LO F_ Uz LLI zor o o vwa R a ir m M o of N U Q K o U v o w V) �0zmCnw0 z 3 F r w O N mccOf L,I C7 N J U 0 J D Z U o_ w Y � w r J w of x U o_ m o — — — — — � N O N N H7 � O m z a N 00 O O O O 3 U.�I Q D3 O— N M p (,0j SHEET TITLE RF & EQUIPMENT DETAILS SHEET NUMBER RF=1 NO. FROM INCOMING ELECTRICAL SERVICE P.O.C. TO PROPOSED FUSIBLE SAFETY SWITCH CONFIGURATION CONDUCTORS AND CONDUIT PER UTILITY #14 AWG PROPOSED FUSIBLE SAFETY SWITCH PROPOSED METER (3) #1 CU THWN-2 70'-0" 3] PROPOSED METER PROPOSED AC LOAD CENTER (3) #1 CU THWN-2, (1) #6 CU EGC 6.7A #12 PROPOSED AC LOAD CENTER PROPOSED RRU POWER SUPPLY #1 (2) #14 CU THWN-2, (1) #14 CU EGC CRAN-RUTH-ARVDA 135'-0" PROPOSED AC LOAD CENTER FUTURE RRU POWER SUPPLY #2 (2) #14 CU THWN-2, (1) #14 CU EGC ® 6 PROPOSED RRU POWER SUPPLY #1 RADIO 1 # (2) #14 CU THWN-2, (1) #14 CU EGC MAX. 7] FUTURE RRU POWER SUPPLY #2 FUTURE RADIO #2 (2) #14 CU THWN-2, (1) #14 CU EGC DROP 0 PROPOSED AC LOAD CENTER INTERNAL FAN (2) #14 CU THWN-2, (1) #14 CU EGC 50A MAX. 345'-0" 3% 0 AT&T RADIO #1 7 (F) AT&T RADIO #2 NOTES: 1. ALL NEW CONDUCTOR WIRE TO BE INSTALLED SHALL BE COPPER THWN-2, THW-2, RHW-2, XHHW-2 WIRE UNLESS NOTED OTHERWISE. 2. ALL INSTALLED CONDUCTORS AND SIGNAL CABLES SHALL BE CLEARLY MARKED "AT&T SMALL CELL" WITH BRASS OR FIBERGLASS TAGS. 3. ALL GROUNDING AND BONDING TO BE PER THE RECOGNIZED EDITION OF THE NATIONAL ELECTRIC CODE (NEC). ELECTRICAL ONE LINE DIAGRAM INCOMING POWER SOURCE 2 3 4 POWER SUPPLY #1 5 (F) POWER SUPPLY #2 015A /1� 015A b 100A m) PROPOSED / MEfER 1 CA0 O SYSTEM BONDING JUMPER PER NEC 250.28 PROPOSED AT&T SMALL-CELL FUSIBLE SAFETY SWITCH (GE GED-TG3223R OR APPROVED EQUAL): 100A, 120/240V, 10, 3 -WIRE — #6 CU EGC PER NEC 250.66 CADWELD 12" BELOW GRADE TO 5/8" x 10' LONG COPPER -CLAD GROUND ROD PROPOSED AT&T SMALL-CELL AC PANEL (SIEMENS W0408ML1125 OR APPROVED EQUAL): 100A, 120/24OV, 10, 3 -WIRE 0 INTERNAL FAN ;S. Z0Z0 120VAC FEEDER CONDUCTOR MAXIMUM DISTANCE 161 INVERNESS DR WEST, 2ND FLOOR #14 AWG 20A MAX. FIELD SERVICES 70'-0" 3% VOLT DROP 0 6.7A #12 AWG 25A MAX. CRAN-RUTH-ARVDA 135'-0" 3% VOLT DROP ® 6.7A #10 AWG 35A MAX. 225'-0" 3% VOLT DROP 0 6.7A #8 AWG 50A MAX. 345'-0" 3% VOLT DROP 0 6.7A NOTES: 1. ALL NEW CONDUCTOR WIRE TO BE INSTALLED SHALL BE COPPER THWN-2, THW-2, RHW-2, XHHW-2 WIRE UNLESS NOTED OTHERWISE. 2. ALL INSTALLED CONDUCTORS AND SIGNAL CABLES SHALL BE CLEARLY MARKED "AT&T SMALL CELL" WITH BRASS OR FIBERGLASS TAGS. 3. ALL GROUNDING AND BONDING TO BE PER THE RECOGNIZED EDITION OF THE NATIONAL ELECTRIC CODE (NEC). ELECTRICAL ONE LINE DIAGRAM INCOMING POWER SOURCE 2 3 4 POWER SUPPLY #1 5 (F) POWER SUPPLY #2 015A /1� 015A b 100A m) PROPOSED / MEfER 1 CA0 O SYSTEM BONDING JUMPER PER NEC 250.28 PROPOSED AT&T SMALL-CELL FUSIBLE SAFETY SWITCH (GE GED-TG3223R OR APPROVED EQUAL): 100A, 120/240V, 10, 3 -WIRE — #6 CU EGC PER NEC 250.66 CADWELD 12" BELOW GRADE TO 5/8" x 10' LONG COPPER -CLAD GROUND ROD PROPOSED AT&T SMALL-CELL AC PANEL (SIEMENS W0408ML1125 OR APPROVED EQUAL): 100A, 120/24OV, 10, 3 -WIRE 0 INTERNAL FAN ;S. Z0Z0 Iat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR PANEL MODEL: Si EM€NS W040ML1125y 1201240 VOLT, 1-PHAS€, -1-WIRE 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xAry C C FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, SITE NAME: AT&T5MAU_CELL- MICRO ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F-R02 SITE NAME CRAN-RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJtm• Q�a3++�n y EXP W .a31n.... SSS/O NAL��G` SITE NUMBER: 3 U) U U Z_ VOLTAGE: 240V m 3 B USS RATING: 12SA z o 0 MAIN BREAKER: 100A In Y♦Z W LLJ U LLJ IL ENCLOSURENPE: NEMA BR 0_ 0- M 0 15 a 0 o M m O a U PANELSTATUS: PROPOSED J F Q ~ a = o U Z U w U cc w ZO af j 3- w w w O 0 BREAKER BREAKER BREAKER SERVICE DEMAND USAGE PHASE PHASE USAGE DEMAND SERVICE BREAKER BREAKER BREAKER W U N CKT LOAD DESCRIPTION J U O_ J O Z O a w `1 CDAp DESCRIPTION CKT z AMPS POLES STATUS COAD{VAI FACTOR FACTOR "A"IVAI "B"{VAI FACTOR FACTOR LOAD(VA) STATUS POLES AMPS 1 POWER SUPPLY #1 15 1 NEW 9) 100 1.00 104 - 1.00 100 14 NEW 1 10 INTERNALFAN 2 3 POWER SUPPLY 42 15 1 NEW 90 100 1.00 - 90 1.00 M \ N BLANK 4 5 BLANK O I. N N M O 0 1.00 BLANK 6 7 BLANK N O O O O 0 O LL BLANK 8 Q M O- 304 90 VA O O wi M 0.19 SHEET TITLE DETAILS & SPECIFICATIONS SHEET NUMBER E-1 Q81 Iat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xAry C C FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F-R02 SITE NAME CRAN-RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJtm• Q�a3++�n y EXP W .a31n.... SSS/O NAL��G` SIGNED, 2 APR 2020 3 U) U U Z_ m 3 z o 0 0 In Y♦Z W LLJ U LLJ IL 0_ 0- M 0 15 a 0 o M m O a U w V) J F Q ~ a = o U Z U w U cc w ZO af j 3- w w w O 0 IN O U Z N m m W U N J U O_ J O Z O a w `1 z W T J it = 0 a 00 01 0 01 0 01 0 O O \ M \ N N O I. N N M O m Z N O O O O O O LL Q M O- N n O O wi M SHEET TITLE DETAILS & SPECIFICATIONS SHEET NUMBER E-1 • IF A SINGLE GROUND ROD DOES NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS, IT SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUND ROD. SEPARATION BETWEEN GROUND RODS MUST BE AT A MINIMUM DISTANCE OF 6' �/ , ,� �Iv��I�� Iv�� —TYP of (2). (1) FOR TOWER GROUND (1) FOR ELECTRICAL SERVICE TYPICAL ANTENNA GROUNDING UT i GRADE/ 0 M S GROUND WIRE #6 AWG ry BCW SOLID. TINNED ry GROUND ROD S/S NUT S/S LOCK WASHER S/S FLAT WASHER 3 I TWO LUG GROUND 5/8" GROUND ROD CLAMP WITH SHEAR HEAD GROUND ROD COPPER CLAD STEEL 5/8"0 X 8'-0" LONG 6'-0" MIN BARE #6 SOLID GROUND WIRE SINGLE LUG COMPRESSION LONG BARREL CONNECTOR O �01 O U O O O I I FINISHED GRADE GROUND BARE #6 SOLID GROUND WIRE 6 1 GROUND CONNECTIONS " 1/8" 1 MIN. MIN. HEAT SHRINK I ER BUSS DO NOT FLAT WASHER DISCONNECT S/S BOLT (1 OF 2) #2 AWG SOLID no BTCW CONDUCTOR EXTERIOR DOUBLE LUG GROUNDING RING COMPRESSION LONG BARREL CONNECTOR BARE #6 SOLID GROUND— WIRE •;ff�►2 "DO NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS. NOTE: 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH ANTI -OXIDANT COMPOUND BEFORE MATING. 2. ALL HARDWARE SHALL BE S/S 3/8" 0 OR LARGER 3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH ANTI -OXIDANT COMPOUND BEFORE MATING. HAND HOLE PER XCEL DESIGN RK BY OTHERS 'I Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR / 5 %Aryco FIELD SERVICES W here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 5 1 GROUND LOOP DETAIL Q� LEGEND: 1" WIDE SLOT FOR GROUNDING CONDUCTOR EXTEND 4" ABOVE GROUNDING CONDUCTOR 3/4" CRUSHED STONE OR EQUAL FILL HANDHOLE TO WITHIN 2" OF TOP OF GROUNDING LOOP CONDUCTOR 5 3/8" D 3/ o ° 2" 0 ° ° o 0 01 0 0 0 0 0 0 0 0 0 ° 0 0 0 00��+ 0 � 0 0 ° 1 1" 1- TINNED COPPER GROUND BAR, 1/4"x4"x10", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-5056 5- 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 2 I GROUND BAR 4 at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %Aryco FIELD SERVICES W here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF-RO2 SITE NAME CRAN-RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 44563 'tio k.J4Yr• Q�A�I y EXP ' 0,...10131/21 SSSNA�•��G` /O SIGNED, 2 APR 2020 3 U) U U z_ m 3 z 0 Ld Y ♦ Z L R- U LLJ 0 0- M o o 0 a a � � J FQ ~ a = o U � U U ccU w �O af j 3- w 0 N O U Z N LZ m m L U (n J U d J o z o CL L Y m W T J it m U 0L 0D rn rn rn rn rn 0 O Ld O\ M\ N � N O n N N M O m z N O O O O O O �I m #m O N f+l o M SHEET TITLE GROUNDING DETAILS SHEET NUMBER G=1 GENERAL NOTES: 1. I 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - SMARTLINK, LLC SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T MOBILITY OEM - ORIGINAL EQUIPMENT MANUFACTURE PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION SERVICES. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. GENERAL NOTES ELECTRICAL INSTALLATION NOTES: 1. 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 3. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 4. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/z INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 5. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PLANELOAD AND CIRCUIT ID'S). 6. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 7. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP USE LOW PROFILES TIE WRAPS. 8. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 9. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 10. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (12 AWG OR 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 11. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (90'C IF AVAILABLE). 12. RACEWAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 13. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 14. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 15. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 16. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 17. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 18. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 19. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 20. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 22. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 313 (OR BETTER) OUTDOORS. 23. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 24. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 26. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GROUNDING NOTES: 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS INCLUDING TELECOMMUNICATION RADIO LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 25471-000-3PS-EG00-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 9. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 10. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 11. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 12. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION REQUIREMENTS AND CONSTRUCTION ACCORDING TO SITE CONDITIONS. 13. ALL GROUNDING CONDUCTORS: #2 AWG SOLID BARE TINNED COPPER WIRE UNLESS OTHERWISE NOTED. 14. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE, ABOVE GRADE CONNECTIONS: EXOTHERMIC WELD TYPE. 15. GROUND RING SHALL BE LOCATED A MINIMUM OF 30" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE, WHICH EVER IS DEEPER. 16. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE. 17. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. 18. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING. 19. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM). Iat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xAry C C FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJurn• Q�a>+t�n SSS10 NA�•��G` SIGNED, 2 APR 2020 3 U V) U z_ m 3 o o z O In Y ♦ z W LLJ F- U LLJ a o a 0 Mao a FQ a = U ccU J ~ U w w zO af j 3- w W 0 O 0 (�'j O U z W N N J d m m U U J O Wm Z O d Y U WT J w = U a 00 0 0 0 0 0 0 O O \ M \ m � N O n N N M -q-N O z N 00 O O O O O LL 2, Q m O- N n D M SHEET TITLE GENERAL NOTES SHEET NUMBER G N=1 GENERAL 10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY PW ROW CONSTRUCTION INSPECTIONS SHALL IMMEDIATELY BE NOTIFIED VIA TELEPHONE AT NOTES: WHERE ANY PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CUTTING OR ABRASIVE CONTROL THROUGHOUT THE PROJECT INCLUDING PROPER TRAFFIC CONTROL DEVICES 6. THE CONTRACTOR SHALL MAINTAIN AT LEAST A 10'CLEAR ZONE TO UTILITIES AT ALL 1. ALL CURRENT DENVER TRANSPORTATION STANDARDS AND DETAILS FOR THE ENGINEERING AND/OR PERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN IS SUBJECT TO CDOT AND/OR TIMES IN ACCORDANCE WITH CITY STANDARDS. THE CONTRACTOR/APPLICANT SHALL CLEARLY DIVISION SHALL BE FOLLOWED. PW ROW CONSTRUCTION INSPECTIONS FOR APPROVAL PRIOR TO COMMENCING WORK ON IDENTIFY OWNER NAME & CONTACT INFO ON ALL MANHOLE COVERS. CONSTRUCTION INSPECTIONS AS SOON AS POSSIBLE. PUBLIC ROW. A COPY OF APPROVED TRAFFIC CONTROL PLANS MUST BE AVAILABLE ON SITE SEAL 2. THE APPLICANT AND CONTRACTOR ARE RESPONSIBLE FOR OBTAINING ALL PROJECT DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE MOST RECENT VERSION 7. FOR ALL MANHOLES IN ASPHALT STREETS, ADD A 2" RISER RING DIRECTLY UNDER THE PERMITS ASSOCIATED OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), SECTION VI. COVER TO FACILITATE FUTURE ROTOMILL/OVERLAY OPERATIONS. WITH CONSTRUCTION AND RELATED ACTIVITIES SUCH AS STREET OCCUPANCY, STREET 3 U CUT, CONSTRUCTION, EROSION CONTROL AND PARKS PERMITS. 4. THEEQUTRAFFIC MUSTINCLUDE PROTECTIVE MEASURES WHERE MATERIALS DENVER WATER NOTES: AND MAY BE STORED ON Z_ 3. THE CONTRACTOR SHOULD REMOVE MATERIALS AND EQUIPMENT FROM THE ROW BY THE CLOSE OF DAILY OPERATIONS. 5. PRIOR TO FINAL ACCEPTANCE, ALL DISTURBED PORTIONS OF ROW SHALL BE CLEANED 1. THE CONTRACTOR SHALL NOTIFY DENVER WATER AT (303) 628-6682 PRIOR TO ANY UP AND RESTORED TO THEIR ORIGINAL CONDITION, SUBJECT TO CITY APPROVAL. CONSTRUCTION THAT COULD AFFECT OR DISTURB A DENVER WATER FACILITY. 4. NO WORK SHALL BE PERMITTED AT NIGHT OR ON SATURDAYS, SUNDAYS, AND HOLIDAYS OR AS RESTRICTED BY CITY NOISE ORDINANCE WITHOUT PRIOR AUTHORIZATIONS OR UNLESS 6. NO CLEATED OR TRACKED EQUIPMENT MAY WORK IN OR MOVE OVER PAVED SURFACES 2. APPLICANT ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGES INCURRED TO DENVER OTHERWISE SPECIFIED IN THIS PERMIT. CITY MAY RESTRICT WORK ON ROW DURING ADVERSE WITHOUT MATS. WATER FACILITIES DUE TO ACTIVITIES AUTHORIZED BY THE APPROVED PLANS. WEATHER CONDITIONS OR DURING PERIODS OF HIGH TRAFFIC VOLUME. 7. RESTORATION IS REQUIRED FOR ANY HOLES OR CUTS MADE IN WALKING AND/OR PAVED 5. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE COPY OF THE APPROVED PLANS, SURFACES, INCLUDING THOSE FOR TEST HOLES OR POTHOLING FOR INVESTIGATION ACTIVITIES 3. DENVER WATER, AT THE SOLE EXPENSE OF THE APPLICANT WILL MAKE ALL SPECIFICATIONS, AND STANDARDS ON THE JOB SITE AT ALL TIMES. FOR ANY LOCATES. REPLACEMENT OR REPAIR OF DENVER WATER FACILITIES ATTRIBUTED TO THE WORK. 6. THE CONTRACTOR SHALL NOTIFY CCD CONSTRUCTION ENGINEERING ROW DISTRICT 8. ANY POTHOLES DRILLED INTO SIDEWALKS WILL REQUIRE FULL PANEL REPLACEMENT. 4. IN THE EVENT THE APPLICANTS FACILITIES ARE DAMAGED OR DESTROYED DUE TO INSPECTOR AND PUBLIC WORKS RIGHT OF WAY (PW ROW) CONSTRUCTION INSPECTIONS AT PERMANENT PATCHING OF POTHOLES OR CUTS IS ALSO REQUIRED IN ASPHALT PAVEMENTS, DENVER WATER'S REPAIR, REPLACEMENT AND/OR OPERATION OF ITS FACILITIES, REPAIRS (303) 446-3469 OR WMDPWDESCE®DENVERGOV.ORG: 1) TWO DAYS BEFORE COMMENCING AND FOR CONCRETE PAVEMENT WITH UP TO 2 POTHOLES. WHEN 3 OR MORE POTHOLES SHALL BE MADE BY THE APPLICANT AT ITS SOLE EXPENSE. WORK THE ROW; 2) WHEN SUSPENDING OPERATIONS FOR 5 OR MORE WORKING DAYS; 3) FULL STREET REPLACEMENTS ARE SHALL o TWO WORKING DAYS BEFORE RESUMING SUSPENDED WORK; AND 4) UPON COMPLETION OF CITY AND COUNTY OANEL F DENVER RANSPORTATIONESTANDARDSLANDSTORATION BE PERHEN DETAILS. CONTACT 5. ADDING FIBER OPTICS TO AN EXISTING DUCT NOT PREVIOUSLY PERMITTED REQUIRES WORK. PW CONSTRUCTION ENGINEERING AT 303-446-3469 IF MORE INFORMATION IS REQUESTED. THE DUCT TO BE SUBJECT TO THE AFOREMENTIONED PROVISIONS. 7. THE APPLICANT AND CONTRACTOR ARE RESPONSIBLE FOR BEING AWARE OF, NOTIFYING, COORDINATING, AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL APPROVALS AND PROJECT ACCEPTANCE. 8. ALL WORK, INCLUDING CORRECTION WORK, IS SUBJECT TO NOTIFICATION AND INSPECTION. 9. WHEN AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A 6. PARALLEL DUCTS OR CABLE WILL NOT BE PERMITTED WITHIN FIVE (5) FEET OF A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET DENVER WATER FACILITY (MAINS OR CONDUITS), AND A MINIMUM OF TEN (10) FEET OF CONDITION SHALL BE DOCUMENTED BEFORE ANY CUTS ARE MADE; PATCHING SHALL BE DONECLEARANCE IS REQUIRED BETWEEN POTABLE AND NON -POTABLE MAINS (E.G., STORM, IN CONFORMANCE WITH THE PUBLIC WORKS RULES & REGULATIONS GOVERNING STREET SANITARY, REUSE). CUTS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH A SELF-PROPELLED ASPHALT PAVING MACHINE. 9. IN THE EVENT THAT AN EMERGENCY REPAIR TO EXISTING FACILITIES IS NECESSARY, THE 10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY PW ROW CONSTRUCTION INSPECTIONS SHALL IMMEDIATELY BE NOTIFIED VIA TELEPHONE AT LOCATION WHERE ANY PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW (303) 446-3469. EMERGENCY PROCEDURES SHALL BE COORDINATED BEFOREHAND, WHERE CUTTING OR ABRASIVE CUTTING IS TO TAKE PLACE. POSSIBLE, AND NO WORK WILL BE ALLOWED UNTIL NOTIFICATION IS RECEIVED. THE 11. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS TELEPHONE NOTIFICATION MUST BE FOLLOWED UP WITH A LETTER TO PW ROW GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. CONSTRUCTION INSPECTIONS AS SOON AS POSSIBLE. SEAL Q.PQO. AEG/ST v°r'• '•F9 10. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION.- THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OR FEDERAL REGULATIONS. SHEETING AND SHORING MAY BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. THE CONTRACTOR SHALL ACCEPT SOLE LIABILITY AND RESPONSIBILITY FOR COMPLYING WITH THE CURRENT OSHA REGULATIONS APPLICABLE TO ALL WORK. 11. ALL WORK WILL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKDAY; NO OPEN HOLES AND/OR TRENCHES ARE ALLOWED OVERNIGHT. ALL WORK IS TO BE IN ACCORDANCE WITH PERMIT REQUIREMENTS AND APPLICABLE STANDARDS. 12. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. ALL POTHOLES MUST BE CORE DRILLED OR SAW CUT TO 2'X 2'. 14. UNLESS CONFINED IN A PREDEFINED BERM CONTAINMENT AREA, THE CLEANING OF CEMENT DELIVERY CHUTES IS PROHIBITED AT THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. (DRMC §. 56-102 (A.)(C.)) 15. WHERE ROW FENCES NEED TO BE REMOVED OR CUT TO FACILITATE CONSTRUCTION, APPROVAL MUST BE GIVEN BY PW ROW CONSTRUCTION INSPECTIONS BEFORE WORK IS PERFORMED. EXISTING LINE MUST BE ESTABLISHED BY GOOD SURVEY PRACTICES. THE CONTRACTOR WILL SUPPLY AND INSTALL NEW MATERIALS REQUIRED TO RESTORE FENCE TO ACCEPTABLE CONDITION. NEW POSTS AND WIRE WILL BE REQUIRED INCLUDING CORNER POSTS FOR GATES PLACED IN LOCATIONS AS DETERMINED BY THE ORIGINAL SURVEY. FENCES WILL BE REPLACED ACCORDING TO FENCING STANDARDS OF THE PUBLIC WORKS DEPARTMENT. 16. IF LIVESTOCK IS PRESENT IN THE AREA OF FENCE REMOVAL, A TEMPORARY FENCE, EQUIVALENT TO THE EXISTING, WILL BE REQUIRED TO CONTAIN LIVESTOCK UNTIL NEW FENCE IS IN PLACE; TEMPORARY FENCE WILL THEN BE REMOVED. 17. UTILITY PLAN REVIEW APPROVAL DOES NOT CONSTITUTE APPROVAL FOR ANY WORK ON, IN, UNDER, OR OVER PRIVATE PROPERTY. ROADWAY NOTES: 1. CONSTRUCTION OF ANY PORTION OF THE PUBLIC ROADWAY, INCLUDING THE PAVEMENT STRUCTURE, SUBSURFACE SUPPORT, DRAINAGE, LANDSCAPING ELEMENTS, AND ALL APPURTENANT FEATURES, SHALL COMPLY WITH THE PROVISIONS OF THE MOST CURRENT VERSION OF THE CIN & COUNTY OF DENVER RULES & REGULATIONS, CIN STANDARD SPECIFICATIONS, AND STANDARD DETAILS. 2. MATERIAL REMOVED FROM ANY PORTION OF THE ROADWAY SECTION MUST BE REPLACED IN ACCORDANCE WITH THE PUBLIC WORKS RULES & REGULATIONS GOVERNING STREET CUTS. GENERAL NOTES 1. 12. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. UTILITY NOTES: 1. CAUTION: LOCATION OF EXISTING UTILITIES IS SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AS SUPPLIED BY THE UTILITY PROVIDERS INCLUDING TYPE, SIZE, LOCATION AND NUMBER OF UTILITIES. PRIOR TO DATE OF CONSTRUCTION CONTRACTOR SHALL VERIFY EXISTING UTILITIES WITH THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AND/OR UTILITY COMPANIES. FOR ADDITIONAL INFORMATION CONTACT: UNCC AT 1-800-922-1987. THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND FACILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULING. SHOULD ANY CONFLICTS, RECONSTRUCTION, OR OTHER INTERRUPTIONS IN SERVICE BE REQUIRED, CONTRACTOR SHALL COORDINATE UTILITY SCHEDULING. 3. THE APPLICANT SHALL CORRECTLY SHOW ON SUBMITTED DRAWINGS THE LOCATIONS OF ALL UTILITIES IN THE VICINITY WHERE THE APPLICANT MAY BORE, TRENCH, EXCAVATE, AND INSTALL CONDUIT, FIBER, FIBER ENCLOSURES, VAULTS, AND HANDHOLDS. IN THE EVENT THAT THE CONDUIT RUN, FIBER ENCLOSURES, VAULTS, OR HANDHOLDS ARE LOCATED WITHIN THE VICINITY OF ANY UTILITY, THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION THAT WILL PREVENT DAMAGE TO THE INSTALLATION UNDER NORMAL UTILITY OPERATING CONDITIONS. IT IS THE RESPONSIBILITY OF THE APPLICANT TO OBTAIN INFORMATION ON EACH OF THE UTILITIES AS APPLICABLE SUCH AS GAS PRESSURE, STEAM AND WATER PRESSURES, TEMPERATURES, ETC. 4. IT IS THE RESPONSIBILITY OF THE APPLICANT TO EXAMINE THE SITE FOR EVIDENCE OF FAILURES OF OR DEFICIENCIES IN UTILITY COMPANY FACILITIES (I.E. XCEL, DENVER WATER, DENVER PUBLIC WORKS, WMD, ETC.) AND TO IMMEDIATELY CALL ANY SUCH EVIDENCE OF PRE-EXISTING DAMAGE TO THE ATTENTION OF THE UTILITY COMPANY ALONG WITH PROPER DOCUMENTATION. THE APPLICANT HEREBY AGREES THAT THE REPAIR OF ANY AND ALL DAMAGES (DIRECT OR INDIRECT), THAT MAY BE SUBSEQUENTLY DISCOVERED AND PROVEN TO HAVE BEEN CAUSED BY THE CONSTRUCTION ACTIVITIES, IS THE SOLE RESPONSIBILITY OF THE APPLICANT WITHOUT SUCH EVIDENCE OF PRE-EXISTING DAMAGE. THE APPLICANT HEREBY AGREES THAT ANY AND ALL DAMAGES (DIRECT OR INDIRECT) TO UTILITY COMPANY FACILITIES, WHICH MAY BE SUBSEQUENTLY DISCOVERED WITHIN THOSE AREAS WHERE CONSTRUCTION OCCURRED WITHIN SIX FEET OF UTILITY COMPANY FACILITIES (DIRECT OR INDIRECT), AND WITHIN A PERIOD OF THREE YEARS FROM THE DATE OF CONSTRUCTION, WERE CAUSED BY THE CONSTRUCTION ACTIVITIES. FURTHERMORE, THE REPAIR IS AGREED TO BE THE SOLE RESPONSIBILITY OF THE APPLICANT. IT SHALL BE THE APPLICANT'S RESPONSIBILITY TO PROTECT ALL UTILITY COMPANY FACILITIES WITHIN THE AREA OF CONSTRUCTION. THIS INCLUDES ALL STEPS NECESSARY TO PREVENT SUBSIDENCE OF THE SOIL ADJACENT TO OR NEAR UTILITY COMPANY FACILITIES. 5. ANY CASING OR SLEEVE SO INSTALLED UNDER THE ROADWAY SHALL BE THE SAME DIAMETER AS THE BORE SO AS TO ELIMINATE A VOID AROUND THE CASING. IN THE EVENT JACKING OPERATIONS RESULT IN VOIDS, THE RESULTANT VOIDS SHALL BE GROUTED OR OTHERWISE BACKFILLED, SUBJECT TO CITY APPROVAL. ENDS OF BORED SECTIONS SHALL NOT BE COVERED BEFORE BEING INSPECTED. 7. WHEN CROSSING A DENVER WATER MAIN OR CONDUIT, A MINIMUM VERTICAL CLEARANCE OF EIGHTEEN (18) INCHES IS REQUIRED. 8. A DENVER WATER REPRESENTATIVE MUST BE PRESENT WHEN INSTALLATION CROSSES A SIXTEEN (16) INCH OR LARGER MAIN. 9. LOCATES AND POTHOLES SHALL BE REQUIRED FOR ALL CROSSINGS INVOLVING DENVER WATER FACILITIES INCLUDING, BUT NOT LIMITED TO, HYDRANT LATERAL RUNS AND SERVICE LINE CROSSINGS. 10. IN THE EVENT OF A CONFLICT WITH REQUIREMENTS, THE LATEST VERSIONS OF DENVER WATER'S ENGINEERING STANDARDS AND CAPITAL PROJECTS CONSTRUCTION STANDARDS SHALL SUPERSEDE THESE PROVISIONS. G )a&4- � BJZ.Za7-� at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xAry C C FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJurn• Q�a>++i�n y EXP ' oF..10/31/21 %a SSS/.. NA.... SIGNED, 2 APR 2020 3 U V) U Z_ m 3 z 0 Ld Y ♦ r o0a��zaE Z W F- U EL a W a o a ¢ M0 a o F¢ a = o U U J ~ U wcc w O< g j 3 R_ w w 0 0 0 Cm O U Z W N N J d m m C7 U J o wm z o a Y L) T J w m U a 00 m 0 m 0 m o LLJ m N O N N M O Z N O O O O O O �I m #m O N to O o M SHEET TITLE GENERAL NOTES SHEET NUMBER G N =2 FORESTRY & LANDSCAPING NOTES: 1. UTILITY PROJECTS THAT DO NOT GO THROUGH FORESTRY REVIEW PROCESS OR DO NOT RECEIVE FORESTRY APPROVAL (SPEAKING OF THE <750LF FOR THE MOST PART); FORESTRY RESERVES THE RIGHT TO PLANT IN THE PRW AND CANNOT BE HELD LIABLE FOR ANY DAMAGE THAT OCCURS TO UTILITY WITHIN PRW WHERE UTILITY IS NOT PLACED AT A MINIMUM DEPTH OF 48". EROSION CONTROL NOTES: THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL POTENTIAL POLLUTANTS GENERATED DURING DEMOLITION OR CONSTRUCTION WORK ASSOCIATED WITH THIS PROJECT, BE PREVENTED FROM DISCHARGE TO STORMWATER CONVEYANCE SYSTEMS IN THE VICINITY OF THIS PROJECT SITE IN ACCORDANCE WITH THE FOLLOWING: 2. THE OFFICE OF THE CITY FORESTER RESERVES THE RIGHT TO DECLARE UNENCUMBERED 1 SPACE IN THE PRW FOR FUTURE AND REPLACEMENT PRW TREES. SHOULD THESE AREAS BE VIOLATED BY ANY UTILITY, THE UTILITY OWNER SHALL (RE)MOVE UTILITY AT OWNER'S EXPENSE. 3. THE FOLLOWING OPTIONS SHALL ONLY BE USED WHEN ALL EFFORTS TO LOCATE UTILITIES OUTSIDE OF AMENITY ZONE/TREE PLANTING AREA/TREE LAWN HAVE BEEN EXHAUSTED: A. LOCATION OPTION 1 (INSTALLATION UNDER EXISTING PAVED SURFACES - WALKS, DRIVES): I. WHERE PAVED AREAS SUCH AS SIDEWALKS, DRIVEWAYS, OR ENTRY WALKS EXIST, DRY UTILITIES SHOULD BE ROUTED WITHIN BOUNDARIES OF THESE AREAS TO MINIMIZE TREE -UTILITY CONFLICTS. II. WHERE PAVED AREAS DO NOT EXIST, OR INSUFFICIENT SPACE EXISTS WITHIN EXISTING PAVEMENT BOUNDARIES, SEE OPTIONS BELOW. B. LOCATION OPTION 2A (INSUFFICIENT SPACE IS AVAILABLE WITHIN PAVED AREA BOUNDARIES FOR UTILITY INSTALLATION): I. WHERE INSUFFICIENT SPACE EXISTS WITHIN THE SIDEWALK BOUNDARY FOR UTILITY INSTALLATION, ROUTE UTILITIES AS CLOSE AS POSSIBLE TO ROW LINE OR ADJACENT TO BACK OF CURB, WHICHEVER PLACES UTILITY LINES FURTHEST FROM EXISTING TREES OR POTENTIAL PLANTING AREA. II. ROUTE UTILITIES OFF -CENTER FROM AMENITY ZONES, PRESERVING SPACE FOR TREE PLANTING. IILUTILITIES INSTALLED OUTSIDE SIDEWALK OR HARDSCAPE BOUNDARIES MUST BE INSTALLED AT A MINIMUM DEPTH OF 48". IV.UNLESS ALL OTHER AVAILABLE SPACE IN AMENITY ZONE HAS BEEN ENCUMBERED, AVOID INSTALLING UTILITIES DIRECTLY UNDER EXISTING TREES. UTILITY LINES MUST BE INSTALLED MIN. 48" DEEP WHEN INSTALLING LINES UNDER TREES. C. LOCATION OPTION 2B (PAVED AREAS DO NOT EXIST): I. WHERE SIDEWALKS DO NOT EXIST, ROUTE UTILITIES AS CLOSE AS POSSIBLE TO ROW LINE OR ADJACENT TO BACK OF CURB, WHICHEVER PLACES UTILITY LINES FURTHEST FROM EXISTING TREES/POTENTIAL PLANTING AREA. 4. THE CONTRACTOR SHALL NOT SPRAY, CUT, OR TRIM TREES OR OTHER LANDSCAPING ELEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY (ROW), UNLESS SUCH WORK IS OTHERWISE SPECIFIED OR CLEARLY INDICATED ON THE APPROVED PLANS. 5. ANY DISTURBED LANDSCAPING WILL BE REPLACED TO EQUAL OR BETTER CONDITION THAN THAT WHICH EXISTED PRIOR TO WORK. 6. 7 SEEDING, SODDING, AND PLANTING SHALL BE AS SPECIFIED OR OTHERWISE APPROVED BY CITY. CONSTRUCTION, MAINTENANCE, AND WATERING REQUIREMENTS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS. WHERE LANDSCAPE RESTORATION MUST BE DELAYED DUE TO SEASONAL REQUIREMENTS, A SEPARATE PERMIT MAY AUTHORIZE SUCH WORK. THE CITY REQUIRES COMPLIANCE WITH THE FOLLOWING WHEN WORK IS NECESSARY / REQUIRED ADJACENT TO / NEAR TREES IN THE ROW OR OTHER PUBLIC SPACES: A. WHEN EQUIPMENT IS WORKING NEAR TREES, TREE PROTECTION FENCING SHALL BE ERECTED AT OR JUST OUTSIDE THE CRITICAL ROOT ZONE (CRZ = 1' LINEAR RADIUS FOR EVERY 1" DIAMETER OF TREE TRUNK MEASURED AT 4.5 FEET): I. WHEN THIS IS NOT POSSIBLE, CONTRACTOR MUST MEET WITH OCF PERSONNEL ON SITE. B.NO EXCAVATION OR EQUIPMENT STORAGE SHALL OCCUR WITHIN THE CRZ: I. WHEN WORK MUST OCCUR WITHIN CRZ, EXCAVATION MUST BE PERFORMED WITH HAND -TOOLS, AIR SPADE, OR OTHER OCF APPROVED METHOD. C.ROOTS 2" OR LARGER SHALL NOT BE CUT, IF CONFLICT ARISES CONTRACTOR MUST CONTACT THE OFFICE OF THE CITY FORESTER. D. TRENCHING SHALL NOT OCCUR WITHIN THE CRZ WITHOUT VERIFYING LOCATION OF EXISTING ROOTS THAT MAY BE IMPACTED BY EXCAVATION: I. APPROVED ROOT DISCOVERY METHODS INCLUDE: HAND WORK, AIR SPADE, GROUND PENETRATING RATING, OR OTHER OCF APPROVED METHOD. II. ADJUST THE ROUTE TO AVOID ROOTS AS MUCH AS POSSIBLE. III.STORE SOIL OPPOSITE THE TREE SIDE OF THE TRENCH. IV.BACKFILL QUICKLY AND CLEANLY, AND WATER ROOTS DEEPLY. V.EXPOSED ROOTS MUST BE KEPT MOIST AT ALL TIMES. COVER EXPOSED ROOTS WITH BURLAP OR OTHER MATERIAL THAT WILL HOLD MOISTURE AGAINST EXPOSED ROOTS. VI.TUNNELING/DIRECTIONAL BORING MUST BE AT LEAST 48 INCHES BELOW GROUND LEVEL E. ALL PIT LOCATIONS MUST BE STAKED AND APPROVED PRIOR TO AN EXCAVATION; I. MINIMIZE THE WORK PIT TO NO WIDER THAN THE TRENCH; 8. SHOULD ANY TREE DAMAGE OCCUR, CONTRACTOR SHALL CONTACT THE OCF IMMEDIATELY 9. THE CITY & COUNTY OF DENVER TREE RETENTION AND PROTECTION SPECIFICATIONS MUST BE FOLLOWED. FOR A COPY OF THE TREE PROTECTION SPECIFICATIONS PLEASE CONTACT THE OFFICE OF THE CITY FORESTER AT (720) 913-0651 OR EMAIL AT FORESTRY®DENVERGOV.ORG. GENERAL NOTES THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING, OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE OWNER SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM, RECEIVING WATERS, WATERWAYS, WETLANDS, AND OR OTHER PUBLIC OR PRIVATE PROPERTIES, RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 2. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN THE FLOW LINES OF STORM DRAINAGE APPURTENANCES, AND PUBLIC RIGHTS OF WAYS OF THE CITY AND COUNTY OF DENVER, AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. ALL REMOVALS SHALL BE CONDUCTED IN A TIMELY MANNER. 3. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY. (SEC.49-552; REVISED MUNICIPAL CODE. 4. THE USE OF REBAR TO ANCHOR BEST MANAGEMENT PRACTICES, OTHER THAN PORTABLE TOILETS, IS PROHIBITED. 6 5. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL IMPLEMENT THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPS) ON SITE DURING CONSTRUCTION: A. VEHICLE TRACKING CONTROL: THIS BMP IS REQUIRED AT ALL ACCESS POINTS FOR INGRESS/EGRESS FROM OFF-SITE IMPERVIOUS SURFACES TO CONSTRUCTION SITE PERVIOUS AREAS THAT ARE USED BY VEHICULAR TRAFFIC OR CONSTRUCTION EQUIPMENT. B.INLET PROTECTION: THIS BMP IS REQUIRED ON ALL EXISTING OR PROPOSED STORM SEWER INLETS IN THE VICINITY OF THE CONSTRUCTION SITE THAT MAY RECEIVE SITE RUNOFF. THE BMP MUST BE APPROPRIATE TO THE TYPE OF STORM INLET AND APPROPRIATE FOR THE GROUND SURFACE AT THE INLET. C.INTERIM SITE STABILIZATION: THIS BMP IS REQUIRED TO PROVIDE A MEASURE FOR PREVENTING THE DISCHARGE OF SEDIMENT FROM CONSTRUCTION SITES WHERE OVERLOT GRADING OR OTHER SITE DISTURBANCE HAS OCCURRED. THIS BMP IS PARTICULARLY NECESSARY ON SITES WHERE CONSTRUCTION ACTIVITIES/DISTURBANCE WILL BE LIMITED TO SMALL AREAS OF THE PROJECT SITE. ACCEPTABLE BMPS INCLUDE: I. PRESERVING EXISTING VEGETATION II. SEEDING AND PLANTING III.MULCHING IV.MULCHING AND SEEDING V. TEMPORARY/PERMANENT RE -VEGETATION OPERATIONS VI.CHEMICAL SOIL STABILIZER APPLICATION (REQUIRES WMD APPROVAL) D. WASTE MANAGEMENT/CONTAINMENT: THIS BMP REQUIRES THAT ALL CONSTRUCTION WASTES, FUELS, LUBRICANTS, CHEMICAL WASTES, TRASH, SANITARY WASTES, CONTAMINATED SOILS OR DEBRIS SHALL BE CONTAINED ON SITE, PROTECTED FROM CONTACT WITH PRECIPITATION OR SURFACE RUNOFF, PERIODICALLY REMOVED FROM THE CONSTRUCTION SITE, AND PROPERLY DISPOSED OF. E. SPILL PREVENTION/CONTAINMENT: THIS BMP DEFINES THE MEASURES PROPOSED FOR PREVENTING, CONTROLLING, OR CONTAINING SPILLS OF FUEL, LUBRICANTS, OR OTHER POLLUTANTS; AND PROTECTING POTENTIAL POLLUTANTS FROM CONTACT WITH PRECIPITATION OR RUNOFF. F.CHUTE WASHOUT CONTAINMENT: WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE. THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE. DRIED CEMENT WASTE IS REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. I. THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED (SEC.56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER). G.SWEEPING: THIS BMP REQUIRES THAT IMPERVIOUS SURFACES WHICH ARE ADJACENT TO OR CONTAINED WITHIN CONSTRUCTION SITES BE SWEPT ON A DAILY BASIS OR AS NEEDED DURING THE DAY WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. H. PERIMETER CONTROL: THIS BMP REQUIRES THAT A CONSTRUCTION SITE INSTALL A PERIMETER CONTROL MEASURE ALONG THE EDGE OF THE CONSTRUCTION SITE, TO PREVENT, OR FILTER THE DISCHARGE OF SURFACE RUNOFF FROM THE CONSTRUCTION SITE. THE TYPE OF PERIMETER CONTROL USED SHALL BE DETERMINED BASED ON-SITE CONDITIONS AND LOCATION. MAINTENANCE AND REPAIR OF THE CONTROL MEASURE SHALL OCCUR AS NEEDED, IN A TIMELY MANNER. I. STOCK PILES: SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN FOURTEEN (14) DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION OF STOCKPILES LOCATED WITHIN 100 FEET OF RECEIVING WATERS, OR WITH SLOPES 3 TO 1 OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7) DAYS FOLLOWING STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE ACCOMPLISHED BY ANY OF THE FOLLOWING: MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATIONS, CHEMICAL SOIL STABILIZER APPLICATION (REQUIRES DENVER PUBLIC WORKS APPROVAL), OR EROSION CONTROL MATTING/GEOTEXTI LES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF RECEIVING WATERS, A DRAINAGEWAY OR THE SITE PERIMETER, ADDITIONAL SEDIMENT CONTROLS SHALL BE REQUIRED. J. SAW CUTTING OPERATIONS: THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING, OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS OR AS NEEDED THROUGHOUT THE WORK DAY. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. (SEC.56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER). K.STRUCTURAL CONTROLS: DEVELOPMENT SITES THAT ARE REQUIRED TO PROVIDE DETENTION AND WATER QUALITY ENHANCEMENT FACILITIES FOR STORM RUNOFF NEED TO INSTALL THE DETENTION FACILITIES EARLY IN THE CONSTRUCTION BUILD -OUT OF THE SITE. PROJECTS THAT ARE USING UNDERGROUND DETENTION ARE REQUIRED TO INSTALL A PRETREATMENT STRUCTURE(S) OR SEDIMENTATION BASIN(S) AS A MEANS OF TREATING POTENTIALLY POLLUTED STORM WATER PRIOR TO ENTERING THE DETENTION STRUCTURE. USE OF THESE STRUCTURES IS REQUIRED FOR ENTRAPPING SEDIMENT AND CONSTRUCTION DEBRIS DURING THE ACTIVE CONSTRUCTION PHASE OF THE PROJECT. A NARRATIVE SECTION OF A MANAGEMENT PLAN SHOULD ADDRESS OPERATION AND MAINTENANCE OF THE STRUCTURAL CONTROLS BEING USED AS AN ACTIVE CONSTRUCTION BMP. EROSION AND SEDIMENT CONTROL 'BEST MANAGEMENT PRACTICES' SHALL BE MAINTAINED AND KEPT IN EFFECTIVE OPERATING CONDITION FOR THE DURATION OF THIS PROJECT. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IMMEDIATELY UPON DISCOVERY OF ANY DEFICIENCY OR DEFECT. Iat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 NVYCI= FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 3230.5 BALSAM ST WHEAT RIDGE, CO 80033 SITE NUMBER COL07170F_R02 SITE NAME CRAN_RUTH-ARVDA SEAL Q.PQO. AEG/ST v°r'• '•F9 � f 41563 'tio kJurn• Q�a>++i�n y EXP ' 1a31n1 � SSS/O NAL•��G` SIGNED, 2 APR 2020 3 U V) U z_ m 3 o z 0 Ld Y ♦F- Z W U 0-0 a o 0 of a w F Q a = 0 Z U cc U J ~ U w w U U) zO af j 3- w(L W 0 0 IN O U Z W N N J d m 00 m U U J o W z o a Y W T J w = U a M rn rn rn rn rn 0 O O\ M\'t N m � N O n N N M O z N O O O O O O LL Q m O- N n o 01r7 SHEET TITLE GENERAL NOTES SHEET NUMBER G N =3 A 1 VIEW P SCALE: 1/2" = V-0" o ^I 1 N PVC CONDUIT RACEWAY DETAIL N.T.S. 00 I *THIS MUST BE FILLED OUT BEFORE MANUFACTURING BEGINS* APPROVED W/ NO EXCEPTIONS TAKEN: ❑ APPROVED AS NOTED: ❑ REVISE AND RESUBMIT: ❑ SIGNATURE DATE CONTRACTOR IS TO VERIFY THAT ALL INFORMATION SHOWN ON DRAWINGS HAS BEEN CHECKED, COMPLIES WITH THE CONTRACT DOCUMENTS AND IS ADEQUATE TO MEET THE FIELD CONDITIONS. OLDCASTLE PRECAST ACCEPTS NO RESPONSIBILITY FOR ERRORS OR OMISSIONS AFTER RECEIPT OF APPROVED SHOP DRAWING. NOTE: PRODUCTION WILL NOT COMMENCE UNTIL RECEIPT OF SIGNED APPROVED SHOP DRAWINGS. II H II II II II II ii II II II II II II II II II II II II II LJ VIEW A SCALE: 1/2" = V-0" i� N 0 I Lo PIECE I SALES ORDER # / SPECIAL # DESIGN NOTES 1) DESIGN ASSUMPTIONS: A. 92.34 FT -KIP MAX MOMENT FROM POLE B. 2.79 KIP MAX SHEAR FROM POLE C. 8" MAX ABOVE GRADE INSTALLATION D. CLASS 5 BACKFILL OF CDF 3) CONCRETE 28 DAY COMPRESSIVE. STRENGTH SHALL BE 6000 PSI (MIN.) 4) STEEL REINFORCEMENT: REBAR, ASTM A-615 GRADE 60. 5) CEMENT: ASTM C-150 SPECIFICATIONS. SHOP NOTES 6 W/ (8) 02Y2•• B�(8) 02Y2" PVC PIPE CONDUIT RACEWAYS (SEE DETAIL) ANCHOR CAGE SEE PG. 2 FOR DETAIL L , -Zzaza 1. CONCRETE STRENGTH: 6000 PSI 2. CONCRETE FINISH: SMOOTH FINISH 3. 1500 PSI MINIMUM STRIPPING STRENGTH REQUIRED 4. BASE TO BE ROLLED AFTER STRIPPING BILL OF MATERIALS # QTY U/M DESCRIPTION ITEM # 1 4 EA 4 TON X 4%" DB -52 OPC 2 4.00 LF 01Ya" X 66" ROD HDG SPECIAL 3 20 EA O1Ya"-7 2H NUT HDG SPECIAL 4 12 EA 01Ya" F436 WASHER HDG SPECIAL 5 1 EA 22" X 22" EMBED PLATE SPECIAL 6 12.0 LF PVC PIPE 02Y" SCH-40 SPECIAL 7 8 EA 2Y" CONDUIT RACEWAY SPECIAL 8 10 EA 030" #3 REBAR RING SPECIAL 2.18 CY 6000 PSI TYPE III MIX 8501740 1.461 CWT #6 BAR 8011000 PRODUCT WEIGHTS SECTION WEIGHT (LBS) VOLUME (CY) LPB 8,843 2.18 ��• RFG�sT QAC ro =< 40192 m� Signed 14-/ Oldcastle Precast" 8392 RIVERVIEW PARKWAY, LITTLETON, CO 80125 PHONE: 303-791-1100 FAX: 303-791-1120 SUBMITTED FOR REFERENCE PURPOSES ONLY, AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE PRECAST, INC. 036" X 8'-6" LIGHT POLE BASE SUBMITTAL DRAWING DUAL USE POLES BASES COLORADO XCEL ENERGY DATE SALES I DRAWN I ENGINEER CHECKED SALES ORDER 11/30/18 ZR SM 154605 DRAWING NUMBER REVISION SHEET 110-154605-36X102 LPB 1 OF 3 City of Wheat iAe COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 15, 2019 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3230.5 Balsam Street NOTES: This is a courtesv notification. Addressing for a utility meter only for a small cell tower. AUTHORIZED BY: DATE: l/lLt- /tq DISTRIBUTION: 1. Property Owner 2. Brian.hess@smartlinkllc.com 3. Xcel Energy, sandra.cardenas(n-,xcelenergy.com 4. Wheat Ridge Building Division 5. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.w h eatridge.co. u s DATE: Vicinity Map A