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4945 Kipling Street
From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Sewer or Water Line Repair Date: Thursday, January 13, 2022 9:09:29 AM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Sewer or Water Line Repair This application is exclusively for SEWER OR WATER LINE REPAIR -IN YARD Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Right of Way permits must be applied for with the Public Works Department. Is this application for Yes sewer line or water line repair - in yard only? PROPERTY INFORMATION Is this Residential or Commercial Commercial? Property Address 4945 KIPLING ST Property Owner Name ALTITUDE FACILITY SERVICES (BURGER KING) Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 720-557-4644 Field not completed. CREDIT CARD FORM05172021.Ddf CONTRACTOR INFORMATION Contractor Business TRENCH RIGHT Name Contractor's License 130022 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-287-9009 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email OFFICE@TRENCHRIGHT.COM Address Retype Contractor OFFICE@TRENCHRIGHT.COM Email Address 01:K163CiIi1 ffl0N]&TO(6]S:/ Is this a sewer line or Sewer Line water line repair? Length of repair 10' Location of repair EAST LOT (backyard, frontyard, etc) Provide additional INSTALL CLEANOUTS details including installation of clean - outs. Project Value (contract 7200 value or cost of ALL materials and labor) 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 Applying for WILLIAM LOHMAN Pe rm it Email not displaying correctly? View it in your browser. n b W mrr (D to 2 0-3m Ill Ill arto ". ° B o a, n ;oYO eAo A o v < < v ° o m o a'. rr 1l�C7JJ o00 En tr �� � � 0 rQ ° m0 b � o fD M b W C.0 �CL 0 C nl P, m n m �bcn n TQ oID Fl K F+ Z " �^ �'W 0 b' coo C O N N y corr 7 ..Gee CrJ 3 Baa va� o o ly w a s m n v �° ° o �o d n c �`, /�-• l`�, N M W .'7 d 0Op ir1 "O r n y O r. rA p f] N w p' H m O ego i oo > I� {1 .a , H N 17 p A O O 10 N W m H O n n C O O W m It H rt V1 O. '* p It o a w tq O Y oo f `I a m < A CC C ~ n G w C va Aar Z W n r K n O n a 0 x n O O °° o crr r0 0 0 °q15 y d w G o u "' ° ee O w T s .p PV a z N 1 w 0. 0 00 WIZ,yOf atP�ige BUSINESS LICENSE INSPECTION PERMIT NO. 201709087 BUSINESS NAME: Burger King ADDRESS: 4945 Kipling Street CONTACT NAME: n/a 3 y 5-3 SC! FT 6 OCCUPANCY TYPE —3 S' OCCUPANCYLOAD IZ Q CONSTRUCTION TYPE ❑ SPRINKLERED NON-SPRINKLERED Inspector Signature INSPECTION DAY/TIME INSPECTION DAY/TIME �� PtP�j 1 99 0- 9:I5 -/}On INSPECTION DAY/TIME i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r3 �S- _ ss l' , r en se Job Address: �l 9 `l s- Permit Number: -3 b)-7 0 c7 0 7 SZ - V_7 --i = 3 -1 ` ©c C -7.,4 pc = ! ; Dcc L oa.d S C 0 n.5 4- 0 '1 -on lcneJ J ❑ No one available for inspection: Time 9 - ),S- PM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303-234-5933 Date: -'-)1-30 / q Inspector: -T-b DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: R� L_�2 Job Address: W g w 5 tt, of ivi4 r)q Permit Number: ao 1-1 o `j O F,*�7- �LcC .Pee�c.I s w�rc. blv�1(�{—C1ec.c<.�~t�el,t,5 i ru 5 u (_:i--eA -rv hlzf) 9, G C -'V Q ❑ No one available for inspection: Time I Y 5 AMC) Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date) f 1 1 Inspector:,U ; tt . r t. f DO NOT REMOVE THIS NOTICE MobileEyes Print Export To PDF https:H/ .mobile-eyes.com/InspectPortal_ViewRepolt.asp?file=1002... Arvada Fire Protection District Community Risk Reduction Division 7903 Allison Way • Arvada, CO 80005 Main 303-424-3012 • Fax 303-432-7995 W Ww. arvadafire.com Occupant Name: Burger King Address: 4945 Kipling Street Wheat Ridge Structure Name: Burger King Suite: Insp. Result Location Code Set Fail - 2012 International Fire Code Cleared Floor 1 CHAPTER 9- FIRE PROTECTION SYSTEMS OK Cleared on 3212018 Fail - 2012 International Fire Code Cleared Floor 1 CHAPTER 9 - FIRE PROTECTION SYSTEMS OK Cleared on 3212018 Fail - Floor 2012 International Fire Code Cleared 1 Kitchen CHAPTER 9 - FIRE PROTECTION SYSTEMS Cleared on 3212018 Fail - 2012 International Fire Code Cleared Floor 1 Roof CHAPTER 9 - FIRE PROTECTION SYSTEMS OK Cleared on 3212018 Inspection Date: 3212018 InspectionType: Reinspection Inspected By: Mark Ferguson 303-424-3012 mark.ferguson@awadafire.com Occupant Number: 251 Contacts: -None- Code 901 .4.1 - Required fire protection systems installed, repaired, operated, tested and maintained 904.11 .5 - Portable fire extinguishers for commercial cooking equipment. 901.6.2 - Records of all system ITM required on premises for minimum of 3 yrs. 901 .4.1 - Required fire protection systems installed, repaired, operated, tested and maintained It is the responsibility of the owner, property manager, and/or tenant/occupant to ensure that the following are compliant with the fire code. These items may not be reflected on your report, but does not preclude them from being maintained properly: • Fire Extinguishers (if required): They shall be located in a path of egress, not obstructed, and have a current inspection completed within the last year. • Extension Cords: These shall not be used as a permanent power source (used for 90 days or less), affixed to a wall or ceiling, not pass through a wall or door, are in good condition, are plugged directly into a wall receptacle or power tap, and does not exceed its listed rating. • Relocatable Power Taos and Multi -Plug Adaptors: These shall be plugged directly into a wall receptacle, not plugged into another relocatable power tap, and does not exceed its listed rating. • Combustible Materials in Equipment Rooms: Combustible storage shall not be maintained in an electrical or mechanical room. • Emergency Egress Lighting: Emergency lighting shall be maintained in working condition. • Exit Sign Illumination: Exit signage shall be maintained in working condition. The signs shall illuminate upon loss of power. Thank you for your cooperationinkeeping your business business antl our community safe! If you have any questions, please contact the fire inspector listed at the top of this report. 3{1.201e2.14 , Fr,h--- ` ��z-cDPiE�su Inspector: span--��d o.�. �. moe��—e ee.m—. '%im cichi ATI i Mark Ferguson 3212018 1 of 1 04/05/2018, 3:09 PM i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i;ol c --:z Job Address: L49145_ Kn pt nu o 54 Permit Number: ;Lo 1-t o 10 9'4- 91 '4- 9L f, L , P o►,nc.I 3 w --rc. 0 0Lj& . t ' — CA e ('r.'A `b b r;s �ftf''V r -u c_* -d T�a �.�y G n -A r. cc_.,e ) CGI ca c ❑ No one available for inspection: Time AM M Re -Inspection required: Yes \ to When corrections have been made, call for re -inspection at 303-234-5933 n `__ Date)) InspectorB XU, DO NOT REMOVE THIS NOTICi Permit#:201400088 Issued: 07/03/2014 Stipulations: Partial Interior Remodel and Exterior Facade Remodel for Existing Burger King. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. 0901-101M Owner: BURGER KING #10959 1965 S COUNTY RD I FORT COLLINS CO 80524 Contractor: Michael R. Aigner/Steven Pagel 2313 CLARKSON DR COLORADO SPRINGS CO 80009 Sq. FULF Btu's Gallons Amps _ Squares Other Frank Cruz From: "Kate Singleton" <kate,singleton@cummingssigns.com> Date: Monday, March 31, 2014 11:28 AM To: "Frank Cruz" <fcruz@rrnssigns,corn> Subject: Value of Signs at Wheatridge Hi Frank 21 0- Of fe e" This e-mail isintended only for the person or entity to which it is addressed and m contain information that is privileged, confidential or otherwise protected from dis Dissemination, distribution or copying of this e-mail or the information herein by a than the intended recipient, or an employee or agent responsible for delivering the intended recipient, is prohibited. If you received this e-mail in error, please imm notify us by emailing or calling the sender of this email, or by calling (615) 244-5 VAT- - You must complete this sheet and include it in the submittal package for any new wall signs, You will also need to create a site plan and a detail sheet of the signage. Project Address: Y� C 10 V4,51. Contractor: Pao -S 4,� xecir CC�Yln '1 4 You are allowed I square foot of signage for every I linear foot of wall to which you are attaching a sign. Step 1: Measure the length of the wall(s) where you are attaching the sign: all I - 6 :� _ feet all 2 - _�� feet all 3 - feet Willi 111 iq�111 1 illillipill 11111 1 qpiliii�ipiii ii�1�11�11IIIIIIIIIJI Ili LuTp. tic] R.1mg1m square feet a2 square feet square feet sn ows m Ta. wig � k } t ti 4 t i C � i r i Y f 4 H at L �+a 133NIS ON11dN mm I t .fin✓ wig � k } t ti 4 t i C � i r i Y f 4 H at L �+a ` LL M -<8t • w 4 x, t`x t C,1 CC;f +Rf�P R a EA& d U. i Mill t� t� d C } R a EA& d U. i I!� r i I oe a� j i r Y T� I!� r i I it 1 �C a� j i r it 1 ■ c 41 w I I c CL Ul E C �o .S 14 Lo 0 -0 0 rx.1 cx E z 4! E cc 0 E C04 wa C C = C w E a. 0m U) ul 9 u ■ Ul > 0 rx.1 M 9 u ■ if 2 > E � 22 &�w I j o e I �-! � to .0 C E CL E 0 r- 04 - % ,c a-OL C, LL ci 0-0 c m , if ul 0 • 0 0 if 2 o O III 1 I H i k -3 0 0 uj Y- 13F o � y � y y . X3 H i k -3 0 uj Y- 13F o M y � * f 4. y�' Z I ul w uj 0 CL µ u- a a o. UJ ' ° - L z La 5i� ax v e m IOU LLI it 0 Li z z 0K c� � vi; =e ms LS 0 rx V) €n ca9w I ul w uj 0 CL u- a UJ ' ° - L z M � a- <,,'. v uj c � LLI it 0 Li z z c� vi; =e ms LS 0 rx V) €n t H ul w uj 0 UJ ' ° - L M � a- <,,'. _ W 0 O LLI it 0 Li z c� t H 0 UJ (n U , o m uj > 0 mi a a ia.E Z) x '1 0CL 0- T Li V) w uj ul uj z Q< uj <a o >- 5; a- 0. a j z 0 UJ (n U , o m uj > 0 mi a a ia.E Z) x '1 0CL 0- T Li V) w ul Q< uj <a o >- 5; a- 0 z Z ct' 0 :) a. 0 uj M I x T, lad co 6 � � � � � � � \�� /� \� } \�: } \� : \�� \� � \ . / \�< �: m I I H I C U : c Ilf ' Vii. 0 0. M w M -,o *6 lo v 'a CL o Z 0 6 — : 0 c o m a E ,u P mm -2 0 - w r - L a m c cc YM m uj B a- I I H �...�� r City of Wh6atl� COMMUNrry DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Request Line, 303-234-5933 1 Liu= Plan # Permit # 2= EM City License # Has= BTU's Gallons 0 m PUBLIC WORKS COMMENT& OCCUPANCY. Reviewer U«« «, ity of W atR�gge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p.303.235.2855. f.` 301237.8929 Proof of Submission for Permitting/Plan Review Name of FirmAndividu EVE Project Type/Descript diAMIM7 , am a duly authorized representative of the agency &"below, hereby acknowledge receipt of documents necessary indicated above. Signature: Date: (Agency Representative) 7- From: Meredith Reckert Sent: Tuesday, January 21, 2014 4:15 PM To: Wade Sanner Subject: FW: 4945 Kipling St. Hi, Plans were submitted for an interior and exterior remodel at the Burger King, 4945 Kipling St., Plan #201400088. They will be in drawer #4 for review. N Melissa Mackey Permit Technician 7.500 M 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2855 Fax: 303-234-2857 www.cimheatridee,co.us 1 Rev. 02/2013 Applicant(s): Bob Von Peldt VP Architecture 4141 Arapahoe Avenue, Suite 10 Boulder, CO 80303 303- 43"7 -535 ' bob & architecture. com Attending Staff: Meredith Reckert - Senior Planner Lauren 1V1ik- lak Pla vier 11 Wade "ann r — Planner l Site Location: 4945 Kiplin Wheat Ride CO 80033 Existing Zoning: Commercial-One (C -1 Existing; Comprehensive Plan, Mixed-Use Commercial Applicant/Owner Preliminary Proposal: No changes are arcing proposed for the sire o f the building or its footprint. u EM K is considered legally nonconforming. A Special Use Permit legitimizing the use would not be required unless the footprint of the building is expanded. Architectural and Site Design,Manual (,4SDA�) The ASDM does not apply to this property. EM The canopy sign being proposed on the north canopy is allowed and would be considered a wall sign. The canopy sign would follow the sign allowance for a wall sign and will require a sign permit. Public Works comments: The Public Works Department has no comments at this time. I No land use applications are necessary for the proposed modifications to the existing CM RS facilities; only a building permit will be required, Attachments: Sign Permit Handout Phone Numbers Meredith Reckert — Senior Planner 303-235-2848 Wade Sanner — Planner 1 303-235-2845 Lauren Mikulak — Planner 11 303-235-2849 I t Protection Life S aw # s i Datc: January 24, 4 Reviewed Steve * `# # a # III i 1131IM111 a, a of 4 inch numbers on i may y# , installed. -.. ! # 1008.1.9 Exit signs and batter, back -up will need to be checked and operational as noted on the plans. lFC 06 1011. 1. r the hallway to do IFC 06 1011. FAit sips will be subject to field inspection, additional signage may be required if re exit access is not clearly identified. IFC 061011.1. Sheet E2 notes one emer egress light in the dining area. i' " t Rich i states emergency that there is an , e i ii a a in the men and women's restrooms that will need to be repaired or replaced. IFC 06 1006. ............... meet the flame propagation perforniance criteria of NFPA 70 1, or e non-combustible. lFC 0• and posted at a conspicuous place neat the main exit. lFC • 1004.3. 1 I=- W The circuit directories within the circuit panels will need to be identified and changed as necessary. lFC 06 605.3.1. 1111 : through wall, ceilings or doorways. lFC 06 605.5. Fire Extinguishers: M w IMI eRli W�O' more than five feet from the floor to the top ► the mounting bracket. lFC 06 906.3. Amended. Fire extinguishers having a 4-A rating or I O-lb. ABC dry chemical units shall be provided on on each floor of structures under construction. lFC 06 906.1 (4). OA to schedule inspections and tests. !g1pilli 11piqlpill m '• r ra &'r+' °, ! * r rt 0 ` ♦ r Ali 4 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 5278 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 6/13/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4945 KIPLING ST Contractor License No.: 18418 Company: Westec Construction Phone: 221-1121 Phone: 2528781 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $275,000.00 $2,421.00 $1,573.66 $3,300.00 $7,294.66 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or fe u tions of the City of Wheat Ridge or covenants, easements or restrictions of record; the I asurements shown, and allegations made are accurate: that I have read and a ree to ide all conditions printed on this application, and that I assume full respo i ilit f com Jance with the Wheat Ridg Sui! . Code (U.B.C.) and all other applicable e t i ranees, for work under this erm". DATE~ (3 '1 (OWNER)(CONTRACTOR) SIGNED Total: Description: BURGER KING RESTAURANT - FOUNDATION PERMIT ONLY - TOTAL FEE PAID BUILDING DEPARTMENT USE ONLY .~ Approval: SM 4125197 Zoning: C-1 SIC: 5812 Sq. Fl.: 3600 NEED 3 MORE STREET TREES ON KIPLING (SEE PLANS) SIGNS TO BE REVIEWED ON SEPARATE PERMIT. MEETS SETBACKS, HEIGHT, PARKING AND LANDSCAPE REQ'MTS ~. Approval: ~m_ Approval: Occupancy: Walls: FOUNDATION ONLY Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . !~IliIInl!IRlIIl1II__1 Expiration Date: Approval: 111J~~.1l Expiration Date: Approval: . i!lIIIIIii..- ,. This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permIt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shaH notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions ofth uil ing codes or any 0 her ordmance, law. rule o"egulallon. /;:; ~'"' ~ ief Building Inspector ' ~or Mayor / G THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3) (4) (5) (6) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 5278 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 6/13/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4945 KIPLING ST Contractor License No. : 18418 Company: Westec Construction Phone: 221-1121 Phone: 2528781 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $275,000.00 $2,421.00 $1,573.66 $3,300.00 $7,294.66 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to I by all conditions printed on this application, and that I assume full respon . "lity f r co pliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable ea i e or inances, for work under t.~s r..~1~_ (OWNER)(CONTRACTOR) SIGNED DATE~ Total: Description: BURGER KING RESTAURANT - FOUNDATION PERMIT ONLY - TOTAL FEE PAID - REISSUE FULL PERMIT 7/8/97 BUILDING DEPARTMENT USE ONLY ~1'"Ii1~Il'l!_',~mI '''''''i1''"Ai'i1.~K~iib; ; ~;M;".. Approval: SM 4125197 Zoning: C-1 SIC: 5812 Sq. Fl. : 3600 NEED 3 MORE STREET TREES ON KIPLING (SEE PLANS) SIGNS TO BE REVIEWED ON SEPARATE PERMIT. MEETS SETBACKS, HEIGHT, PARKING AND LANDSCAPE REQ'MTS 1i!i~!II!n_IIIIII~~lm Approval: 1111___111_ Approval: Occupancy: Walls: FOUNDATION ONLY Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: .iliil!~.aIIEl!lI~mIIWJJIIII Expiration Date: Approval: i~BIt1DJ11lE1m._ Expiration Date: Approval: "'....I!IlI'BIIIIllII (u> ; ..., (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordmances of the City. (2) This permit shall expire if (Al the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the ~Ullding codes or anI other ord!nance, law, rule or regulation 1 " 1 .' /~5 ~~f:~i\d7~~\lni~e~t~/L"i /~~,~~:;~L, ~. ,l. ~~ utHIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION l { DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 5597 8/4/97 Property Owner: Property Address: 4945 KIPLING ST Contractor License No. : 18823 Company: Apollo Sign Phone: 221-1121 Phone: 986 6667 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Ridge ordinances for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIG Total: Description: 1 SIGN 14' X 1 ,1 8' X 8' SIGN, 1 6' X 6' SIGN $5,446.00 $45.00 $0.00 $65.35 $110.35 BUILDING DEPARTMENT USE ONLY RIl~' Approval: SM 7131197 Zoning: C-1 SIC: Sq. Ft.: 121 WALL SIGNS MAY ONLY BE POSTED ON EAST AND WEST ELEVATIONS ~ Approval: 1m1l1___DmII Approval: Occupancy: Stories: Residential Units: Roof: Walls: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: !!!ilII'Iit~li!l.!RIIIIl Expiration Date: Approval: IlI~iIii'IlRmIllBmIl Expiration Date: Approval: . ~lmll_ This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Re.gulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within SiXty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage probiem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of t bui ing codes or anYJth ordina ce, law, rule or regulation. c. ,/ (E -- / f Building Inspector HIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3) (4) (5) (6) I~- 07/30/97 WED 14:44 FAX 3032214150 YOUR WAY EN!. I4J 002 303 235 2857 /~:~ Building Permit Number: ~ Date:"'1- ?ooA 7 Jul-30-97 01:26P DEVREVFAX DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. .-- Property Owner ;jOSE/I-\' Property Address: C;lQ4.> Contractor License No. : Company; ~ V\"".5 ~ ll- "'" Cr GH-nc...h- KlpLlN r- Phone: :;l.Gl-t- I I; I Phone: OWNERlCONTRACTOR SIGNATURE Of' UNDERSTANDING AND AGREEMENT Construction Value 1154'16 . I Permit Fee: Plan Review Fee : Use Tax : I hereby c::enify lhallhe setback dilt.nees PrCl90Secs by this permit agj)Jication ant accurate, and cia 1"101 'IioIale applicable: antin.nCl'I, ",res or regulatiClns 01 tne City otWheal Ridge or covenant'. easements 01 rettricaiDl"I.!o of recard: Ih.1 aD measurement!. shown. and allegations ,"ad~ a~. accura18; tnall nave Mad and a9r~e to iIlbide by all con .. "5 printed on this appllCIIIIOn. and that IlIssltme fun te$pCnSlblli~.1or- ~ltanee Whea( Ridge BtI~i1'lg Code (U.S.C.. and arl olher appica 'Ridge Old :s. f wone. under this pt!:rmlt. DATe.~/JD/fT ~, , .,:11 S""'" I c."c. ""........... \.-1 ~.:l.~ -f'tt... 1;;1 BUILDING DEPARTMENT USE ONLY Total: Description: I :0. s.. t"J. ZJ!!l{lIll ~!>",",.nll1 '1 /':> l / q 1 Appr~al: 7rv- t).i~'\.'6V' <;. 1/l-{."1J ~ ~ Zoning; c.. I _d J _ L \,lie.c,-r ~u<<-{ [\9->., s . B01Ii1I!}!r.\<o!l'm.n~ Approval: ~DliI~mm8nlll;J Approval: SIC: p09'>h.JI ,........... Sq. Fl: 17-1 ~ .t- i1A r- C{/h & Occup~ncy : WaUs: Roor: Stones : Re$idenlial UnilS : Eleclrical License No : Company: Plumbing Li<:ense No : Company: Mechanical license No : Company: Expiration Dale : Approval : III !elmllRlJIl!LfiJI Expiration OllIe: Approval; Expiration Date: Approval: . 1I!.11Q!R.Q....nrd . J'~~~ "~ : (11 TNa pemlil WlIIuued In A._ wid'llhe ~I MlIoI1f'l .,. YOf/AIt .PlllicaliOn ancIllllAjeC:t It IwIilWll Df N Slale 01 CoIIrMo MlIID N lonil'lCl R....-..Nl.=:sc...._.tltidOe. ~.....- ~_.....Cill'. (21 ThiI...5floI....,IA)__won.~I.IlOl~.~,...,d\C*lWdflinIiltw'(8CIIISIy.".,.,iIIl4f_0t(8)1NbviCIlnt~ifI.\ ~ I ~at .~"""'"" lor.,.,... of 1.aG ""._ (3,) If "''' ptftIliI..... .... ,:IlItI'M fNf .. ecIQUitIct rot. few Of on.f\,Irf" ......1MImII1y f'IQ1.IifeG. ~ no CNnga "'.. Dftn or wllbelNllle irllhe: """'.. _QeCifIclIUoIl. ....."'1 ~"r lIIon. ......"'Ol.mtllt hN notellClM4ecl! OM (t) yHr. IfcNnp' .rwl'Nde ar II ~ or ~"t ..~.. (1),... full,... aNII.......... M.-........ I") '-10 .., ft'IMMl' SftalI... CION""'" cftange.... NIIIraI'" OI......ca"'slng a dtalfta911 prablol!m. S) IftaI ftOIit1 UM ...... ....II'tJOur (2.) '*'" Il'l MW3nCI! IDr ad IMpectian, aNi .....a NCMe Wlillen 'PIlfOWII ClfIIftsoe:cIjoI\ card Wore 1"1 'IIlIU'l1lAiEll!!l5Mt ...... (8) . permit or .. of arawings af'Id .gecitGliOfta .,.. no!. be c;anMllld III De il pemil.... nor.." apprvwI or. any 'IiaIdon. olIN! ~ICIftI mite. ~,""'.f\I"or'WVul.tIo". ie' Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-59:13 24 HOURS PRIOR TO INSPECTION - -- -'1;---------- DERARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 5686 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 8/19/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4945 KIPLING ST Contractor License No. : 19645 Company: Aaron Fire and Safely Phone: Phone: 455 3340 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsiblJity for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED r.::?-~ y", k-. DATE / Construction Value: Permit Fee: Plan Review Fee: Use Tax: $1,482.00 $49.50 $0.00 $17.78 $67.28 Total: Description: ANSUL HOOD FIRE SYSTEM BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval: Zoning: --- Approval: 1III---,,-,-lil1-ti~~_i Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: II Expiration Date: Approval: iIIlr~1lIImIl1_ Expiration Date: Approval : II (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning RegUlations and Building Code of Wheat Rldge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authOrized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thel'Ob. The issuance of a permit or the approv I 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or yot er or . ance, law, rule or regulation. (1) (2) (3) Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properly Owner: tL/'-(ij~ k'h if Properly Address: "/9 '7S /c~/";; ~y Phone: Contractor License No. : Company: /T/lI?OC'u ,r//?E Phone: $-'S--:;-- 357'0 _ 33.53 /vt.e;._ f:.<:,c>sa-~ A-,-.u-.,; 8~ I ( OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: ,/;/ if c ,~ Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable w~Ae .ordinances. ~~_~rk under this permit. (OWNER)(CONTRACTOR) SIGNED W. / <::;374.._ DATE t--/9 '// " Total: Description: /J/1'/S{'l_ ,/ /CC'yJ ~E BUILDING DEPARTMENT USE ONLY CO. --'> c rE/~ 1 Z0l11filr&oll1rr1entS:j Approval: Zoning: BJllllll.ng~C_o!:l1men~~ Approval: f..[lbI~"'oll1lT1e1)~~ Approval: Occupancy: Walls: SIC: Sq. Ft.: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: PZl ~!!ilSlR!!fDl~_ Expiration Date: Approval: II lP.1~..B~ql!~d Expiration Date: Approval: . IIWrn~l!Qul(e.<lB (1) (2) (3) This permit was Issued in accordance with the provisions set forth in yopur application and Is subject to the laws of the Stale of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue dale or (8) the building authorized is suspended or abandoned for a.period of 120 days. If this permil expires, a new permit may be acquired for a fee of one-hatf the amount nonnalty required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid lor a new permil No work. of any manner shall be done thai will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedilng With successive phases 01 thel"Ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions or (he building cod/}r any other ordinance. law, rule or regulation. f2f: Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 1') 5) (6) &NSUL. CD @ I~e z. l/) e c.;. ~ r -\~ !@ ~F ~< t'9~ @ ~ j} C r ~- ~~~ f!:>;::;'\ 0 f' ~ 0 ~~. ,~ ,~j~J~~,:'J:.~~"~""'~(" Z ~~ ~~ ~z ~~ ~~ ~~ !!I~ ~nI 0-1 9en In> o~ lii~ ~~ ~a ~~ ~en !:Jill ~~ ."r- GlS f=m ." mill :::f: ~z ~~ ill~ ~ill gj~ ill,.c lZm r-~ zln '~jl!: :lien '<z "0 li'.ii~!.. n a ~} . si . 'J~'~ :i:'~;~',~,~~, , ~ ~ ~ I,,~ ~ ;2 Ch ~r- :J: ~ Q OZ ,... C . ;;!~ z Z t; ..-'" m m l:D em en en .... en:>l '" mo ~~~ ~~ ;:: en" ." zO ~ ~~ ?: >:1: ~ 2~ en MIii J , I , l, 3.~ ~:iif ff :.~ ! (, : n:. { c; ~ ~'iI .. :::_1 \21 ! I I "';'Icpt{1t'<r't:Jj"* H~~~ ~ I;::~"'''o)>)>om m cr-c"OQ o cnmo"Umcn xc:rnZ-I"-Z("):u .)> c: Z <;;.... ~-"-~;::oZ-t~ ~"'t51:l~ri?:0 . !ll~~Int5"'Z ~f(l(") ~ en.... m ~ 0 r- :>l ril ,'I< V I' ;:: o o m r. f6t ~ ~ ;2.- ((72- ;,; I~' B II. ,"I b.o : L~ cr" "':11. ~ i oi!.ilr;~~ I'. ~ . , b"[~ I g~ ~ ~\ 2:.-'- .'~~ 'J:. ~ 1'J ? f"\. ,i ..~.' ~ . ~ : t.:?~_ !! '~ r , . ., ~ z. "- ~ ,,\ 1'" L ~ -\ 'j) t ~ y-.' () , , . '~ , r> d (,j 2l " -, S. o 61 ~ .. ~ ~ .~ a 0- ! '" ~ - " ~ ~ ~ ~ OJ ~ ;g 1-6 ~~ ~~ ~ ~ ~ d~ o~ 9en ~ c ;C -iC iii:: 2 z ~ is ~~ z m (/J w em en .- (J):O "" mo ~~~ ~~ , , !ll _~ ;;:: (J)" -n %0 ~ ~~ ~ :j~ i~ .... . . . . .!,::t: .:":\,~,~,, ..~v'!: . ". .', , ., ";,,;:,'::::~ .:,~,',,~ . ".. O:.r:;. "~.:' '~:T"\ "":;:." ,;,,~-'..JC4 .'(. . t<> B .d'_: CJ"" " ~ ,.I ,'';;0..1 @ ~ 2::. LJ) c:: r G @l @] @] @] e @] G (E) -;-llpY't'Cf':"i""- -+- +-~ ,;;::~~;gg~~~ ~zcnmo"Om(l) :J:crn~-q;zg ~~c;;::~z:::- Wil!~~r:I~~~ ~~of.:jfi1z~z ~(J)~J;; o~ (J)mo -j :;;: 0 .... :0 ;ii o ~ 15 ~ 5 m 0 Z 0 ~ ~ ~ ;: o 0;;; ~ c! m ~ :u ~ :;! ~::l .~ ~ rn CJ ~ ~. ~ ~ ~ ~ ~ ;;:: )... ! ;' '. . ~ t ,; Ii : {.II. "1, iq' '1 1.1f' 1\ r !II" I' , In ' i' , i '. I, 'j', ,.; I 'f tl t: 3 .. .g. o iI ~ .. ... ~ ~ ,~ B is ~ ~ if '" e :-' / DEPARTMENT OF PLANNING AND DEVELOPMENT BUlLDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: 5759 8/29/97 Property Owner: Property Address: 4945 KIPPLlNG ST Contractor License No.: 19657 Company: J 0 BULL INC Phone: Phone: 665-2421 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: $1,200.00 $41.25 $0.00 $14.40 (OWNER)(CONTRACTOR) SIGNED DATE Total: $55.65 Description: LAWN SPRINKLER BUILDING DEPARTMENT USE ONLY SIC: Sq. Fl.: ---- Approval: Zoning: _111___ ~~ Approval: 1II1ii1!!lIID_I!mIdiI_ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: II"~- Expiration Date: Approval: L~rtl'.lIRmllllllR1l!ll Expiration Date: Approval: III "'l1li1111111111 (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within Sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days, If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no Changes have been or will be made in the origmal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permIt. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor p.h II notIfy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediitlg Ith successive phases of the job. The issuan of a pelfTlit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the ?U.i~;:dr DC any o:he7di'~~e. law. cule DC cegulalion. Cu-- et.-//'~ Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ~,e..(,ffl. t::/I'IG< Property Address: /145- f: I p<-lA/" Contractor License No. : Company :...:J: [) _ ~ff Phone: Jt!;" UJ~Z -1 L/ Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: iZ<5V ~ Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this applJcation, and that I assume full responsibility for compliance with the Wheat Ridge BUilding Code (U B.C ) and all other applicable Wheal Ri,e ordinances, for work under thiS permit. (OWNER)(CONTRACTOR) SIGNED ~fM&) DATE fjz.<f/17 Description: ~/!rtAN Sft::-,,Jk lc:t:... BUILDING DEPARTMENT USE ONLY Total: SIC: Sq. Fl.: ?:Qfiiff!J'~!llT!l1len~""l Approval: Zoning: BmlCllfi9',Pommen~ Approval: Rn!jl~ks~o!l!rn"J)~ Approval: 1f;~:] Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: JZl !R~~!!!fUI-..WI._ Expiration Date: Approval: 1I1P.1allM.ij..!!.ql!'re~ Expiration Date: Approval: II ~~~-- I') 5) (6) This permit was Issued In accordance with the provisions set forth in yopur application and Is subject to the laws of the Stale of CoIonido and to the Zoning Regulallons and Building Code of l/oJheat Ridge. Colorado or any other applicable ordinances of the City. This permit shan expire If (Al the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 da)'s. If this permit expires. a new permIt may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No wor1o:. of any manner shall be done thaI will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proc:eediing with successive phases ot the/"Ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nO( an approval of, any vk>lation of the provisions of the building codes or any other ordinance, law. rule or regulation. (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION BENEFICIARY "'-City of Wheatridge /J_ . '_ . : . l- CJ-..eL./J ~~~ iLtI.k'~- IRREVOCABLE LETTER OF/ .9A~9J CREDIT -. VEcrRABANK Veetra Bank 1650 South Colorado Blvd. Oenvar, CO 80222 ~LenderN 7500 W 29th Wheatridge TELEPHONE No.<:',,,7 Avenue CO 8021~.... ... ..N.. . :,.<,-::::::::y:":::;::;:,ffiENTIFlC,\T10N ,0. . NO.: 40 BORROWER Westec Construction Management This lellar of Credit shall expire upon the earlier of: 1. the close of business on October 28, 1997 and all drafts and accompanying statements or documents must be presented 10 lender on or before that time; or 2. the day that Lender honors a draw under which the full amount of this Letter of Credit is drawn. , ',' .:,,:.., ,: ADDRESS" 10701 Melody llrive, St" 401 . Northglenn, cq 80234__4122. .. TELEPHONE NO. " . ,.,'""""". 'IDENTIFICATION NOj 303/252-8781 84-1090015 lender identified above hereby establishes an Irrevocable letter of Credil in favor of Beneficiary for a sum not exceeding the aggregale amount of Fifteen thousand nine hundred eighty two and 50/100------------------------------- Dollars ($ 15,982.50 ). These funds shall be made available by Beneficiary's drafts drawn at sight on Lender al its address Indicated above (or such other address that Lender may provide Beneficiary with written notice of in the future) and accompanied by the signed written statements or documents indicated below. WARNING TO BENEFICIARY: PLEASE EXAMINE THIS lETTER OF CREDIT AT ONCE. IF YOU FEEL UNABLE TO MEET ANY OF ITS REQUIREMENTS, EITHER SINGLY OR TOGETHER, YOU SHOULD CONTACT THE PARTY IN WHOSE FAVOR THIS LETTER OF CREDIT IS BEING ISSUED TO SEE IF THE LETTER OF CREDIT CAN BE AMENDED. OTHERWISE, YOU WilL RISK LOSING PAYMENT UNDER THIS lETTER OF CREDIT FOR FAilURE TO COMPLY STRICTLY WITH ITS TERMS AS WRITTEN. 1. DRAFT TERMS AND CONDITIONS lender shall honor the drafts submilled by Beneficiary under the following terms and conditions: All Drafts drawn under this Letter of Credit must be accompanied by an Affidavit of Certification in the form attached hereto as Exhibit A (the "Affidavit"). The Affidavit shall certify that the Borrower is in default of the landscaping requirements for the Burger King located at 4945 Kipling. Wheatridge, Colorado. Upon presentation of such Affidavit in compliance with the terms contained herein Vectra Bank shall honor the accompanying sight draft(s) and shall not be required to determine questions of fact or law between Beneficiary and Borrower. Upon lender's honor of such dralls and payment 10 the Beneficiary, lender, once the full amounl of credit available under this leller of Credit has been drawn, shall be fully discharged of its obiigations under this Letter of Credit and shall not therealler be obligated 10 make any further payments under this letter of Credit in respecl of such demand for payments to Beneficiary or any other person. Beneficiary shall have no recourse against lender for any amount paid under this Letter 01 Credit after Lender honors any draft or olher document which complies strictly with this Letter of Credit. and which on ils face appears otherwise in order but which is signed, issued, or presented by any party or under the name of any party purporting to act for Beneficiary, purporting to claim through Beneficiary, or posing as Beneficiary. By presenting upon lender or confirmer, Beneficiary certifies that Beneficiary has not and will not present upon the other, unless and until Beneficiary meels with dishonor. Beneficiary promises to return to lender and confirmer any funds received by Beneficiary in excess of the Letter of Credifs maximum drawing amount. 2. USE RESTRICTIONS All drafts must be marked "DRAWN UNDER IRREVOCABLE LETTER OF CREDIT NO. 40 DATED August 29, 1997 ". Only Beneficiary may complete a draft and accompanying statements or documents required by this leller of Credit and make a draw under this Letter of Credit. [J If checked, a copy of this leller of Credit must accompany each draft and the amount of each draft shall be marked on the draft. Beneficiary shall maintain possession of letter of Credit until the full amount of this Letter of Credit has been drawn. Once the full amount is drawn, Beneficiary shall return lhe letter of Credit to Lender. Partial draws 0 are permitted ~ are not permitted under this letter of Credit. Lender's honor of a draw shall automatically reduce the amount of credit available under this Letter. 3. ASSIGNMENT OR TRANSFER o This Letter of Credit may be assigned or transferred by Beneficiary upon providing lender with prior written notice of the assignment or transfer. ~ The right to draw under Ihis lelter of Credit shall be nontransferable, except for: A. ^ transfer by direct operation of law to the original beneficiary's administrator, executor, bankruptcy trustee, receiver, Iiquidalor, successor. or other representatives at law; and B. The first immediate transfer by such legal represent alive to a third party after express approval of a governmental body ijudiciai, administrative, or executive). 4. TRANSFEREE'S REQUIRED DOCUMENTS When the presenter is a legal respresentative under subparagraph 3.A. or a third party under subparagraph 3.B., the documents required for a draw shall include: A. All documents required elsewhere in lhis Leller of Credit, except that such documents may be in the name of either the original beneficiary or the presenter permilled by paragraph 3; and B. A certified copy of the one or more documents which show the presenter's authority to claim through or to act with authorily for the original hp.neficiary. . lP C0602 ~. FOlmAtlon Technologies, Inc, (1?fl7 {93) (801') 1137.3799 .~-' 5. TIMING OF DISHONOR To the extent not prohib~ed by law, Lender shall be entilled to honor or dishonor any draw submitted In connection with this Letter 01 Cred~ within five (5) banking days. Although Lender shall be entitled to honor or dishonor a draw beyond the Expiration Date 01 this Letter of Cred~, Beneficiary shall not be entitled to submit a draw request or provide Lender with any documents in support of a draw aRer the Explrallon Date hereof. 6. MODIFICATION The modification or waiver of any of Lender's or Beneficiary's obligations or rights under this Letter of Cred~ must be contained in a writing signed by Lender. A waiver on one occasion shall not constitute a waiver on any other occasion. 7. COMPLIANCE BURDEN Under no circumstances shall Lender be held responsible for any impossibility or other difficulty In achieving strict compliance with the requirements of this Letter of Credit precisely as written. Beneficiary understands and acknowledges: (i) that unless and until the present wording of this Letter of Credit is amended with Lender's prior wrillen consent, the burden of complying strictly with such wording remains solely upon Beneficiary; and (Ii) that Lender is relying upon the lack 01 such amendment as constituting Beneficiary's initial and continued approval of such wording. 8. NON-SEVERABILITY If any aspect of this Letter of Credit Is ever declared unenforceable for any reason by any court or governmental body having jurisdiction, Lender's entire engagement under this Letter of Credit shall be deemed null and void ab In~lo, and both Lender and Beneficiary shall be restored to the position each would have occupied with all rights available as though this Letter of Cred~ had never occurred. This non-severability provision shall override all other provisions In this Letter of Credit, no matter where such provision appears within the Lette(s body. 9. CHOICE OF LAW/JURISDICTION This Letter of Credit shall be governed by the laws of the state indicated In Lender's address to the extent not governed by the International Chamber of Commerce Uniform Customs and Practice for Documentary Credits 1993. Revision, ICC Publication No. 500, and to the extent such laws are not inconsistent with the terms of this Letter of Credit. Lender and Beneficiary consent to the Jurisdiction and venue of any court located In the state indicated in Lender's address in the event of any legal proceeding under this Letter of Credit. 10. EXPIRY Lender hereby agrees with Beneficiary that drafts drawn under and in compliance with the terms of this Letter of Credit will be duly honored if presented to the Lender on or before October 28. 1997 Dmed: August 29. 1997 LENDER !:Jtra Bank 6. . BY. Wi~lg~ ~ TITLE: Vice President ENDORSEMENT OF DRAFTS DRAWN: Date Negotiated By Amount In Words Amount In Figures LP-<X>602 :: FormAlIon Technologies, Inc. (12/17/93) (BOO) 931.3199 The City of 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80215.6713 (303) 234.5900 ~heat 'Ridge City Admin. Fax # 234-5924 Police Dept Fax # 235-2949 September 25, 1997 Dear Mr. Felton: This letter is in regard to your request for confirmation regarding the front yard setback for the structure located at 4945 Kipling Street within the City of Wheat Ridge. 1 have reviewed the information provided and have concluded that the front setback for this building is in compliance with Section 26-22(F) of the Wheat Ridge Code of Laws (Commercial-One Zone District Development and Use Regulations). If you have any questions or need further clarification, do not hesitate to contact me at 235-2848. Sincerely, Meredith Reckert Senior Planner CC: 4945 Kipling Street building permit file ,,~ RECYCLED PAPER r September 17, 1997 Daily Inspection Log Page 1 i: . t ~' Permit Job Address Time Type Approval Remarks 5740 13206 7304 48TH A V BURGLAR ALARM 5676 13222 2839 PIERCE ST elee 5774 13223 5160 PARFET ST B-5 BURGLAR ALARM 5773 13224 5160 PARFET ST B-4 BURGLAR ALARM 5497 13225 9901 50TH A V BURGLAR ALARM 4427 13226 8155 48TH A V BURGLAR ALARM / 5454 13227 5160 PARFET ST B3 BURGLAR , ALARM 13228 4945 KIPLING ST CO - LANDSCAPE J~ "I/t1- it f- 5753 13229 4549 TABOR ST #A FRAME ;' '- 5753 13230 4549 TABOR ST #A RP 5755 13231 4549 TABOR ST #D FRAME 5754 13232 4549 TABOR ST #C FRAME 5754 13233 4549 TABOR ST #C RP 5754 13234 4549 TABOR ST #C FRAME 5754 13235 4549 TABOR ST #C PLUMB 5033 13236 4549 TABOR ST UGELEC 5827 13237 4549 TABOR ST UNIT D REWALL 5672 13238 5569 27TH A V PM GAS LINE FOR FURNACE 5850 13239 4549 TABOR ST A RHVAC 5505 13240 3825 LEE CIR ELEC 5505 13241 3825 LEE CIR TEMP METER RELEASE 5503 13242 3919 LEE C1R INSUL 13243 3175-85 JAY STREET DRAINAGE 13244 41ST AND HOLLAND STREETS NU WORK BEING DONE i j , ,... "'~----'---'-" - --'-'-'--"~-"-'-----' --.-- -..-,--'.---- ---------.,.'---,.--------.,-~-_. BUILDING DEPARTMENT '\ ' (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at q q C./~ (~,rPLI J I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: i I , I , I t I I I , I I I t J'" U J/ J-v tilL- LDUv' f-v-..eJ . PLu~/'nn-.t: ~ 2..- Lu.PJ/tk.foh,. (7; ah. LGn..k/~ (::::-L (/':; 4/'1 h.. /. L I J .-:- J ("j t--.- 7 r "- h, J1.r'j,~ '3 - I? }<q.r_/( Fe u-<-t.J q ~;:9.C.)t..rlr><-< ) nz-v. c; 14 rt?c.rz..../~J.ICft-.., y)-, Pc.. j., ,'-<-, You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date <7(r 2 0; .. '7? Inspector for Building Dept. , , I I f I L. DO NOT REMOVE THIS TAG FORM WR6.22 _ _ _,"_'.~ ___.m_'..,~_, ., ..___~ DATE: ~ ~d 8---CJ 7 TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: Tee> ~~~n~~o;~~t~y a~he B~i;d~~9--d~~~&j~ld~-;:~;;dYf;~- a h~~ been inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. Q PUBLIC WORKS APPROVAL_ <.. <<'6 / -a"1 L"Il-------- I Remarks: Pq::>'f~Il>"~L. Of G.D. ~(,\",",""'q .:.o~Lejlo~ ~; t;>e\leJ..~ ~ Af'Fo-/60.\,. {}i -1~ C((1 or 'f~ 10Li"OVSlnq '. .- ? yt'~ nee~ '"'P -e.e. lZe - G-~(z'T'f,eJ> [6n A....... ~\W ,..o",e./ ~k:>"'e" '''''rlZove.VV\~n~ ~i {.o~e.~ ~'q' -o.s~""'fll 1,,"1..0l"\~ 1XU',w"-\::IE. I~~~ ~ "'-llVlo! off.C.O. (7~ 13.~. U:ltvJlYletl"B ~t..l \.,~e '"t>~t> 'OJ 1,7/ ~1 '"f1Zo tv) l.oN'"'\'1ZA "6-0b. -~~ ) ,-.- c~ . (). ~~<>,J0L C>..(.. A \::x>-..e. F~(" fOi2 ,-~\LED '_c\\i'~(25 t< ( 1"'"' <---P<"f\ <> t-'~ ('1ET , Sa ph~Lor'fr" / (. 10/3/'11 , DATE: 8"- d- ~-q 7 ~~ OF OCCUPANCY HAS BEEN REQUESTED FOR: '-/'i<f~ ~ J-L PURPOSE OF STRUCTURE: . ~~ rr {~~J ~()t d~ / / Building Dept. Approval: o;i' Remarks: Remarks: ('if t /l i-I ((J ..-, cl\... ? /-..;:e..;..........~ r v,,_~....-iLJ ;(-:!-'1- Cj 1- ~ Zoning Approval: ~ INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE . (303) 234-5933 INSPECTION RECORD .s, JOB ADDRESS <J q c.; s- -K: p (J IJ c; BUILDING PERMIT NO. . 9" 7 .- .sO? 7 t OCCUPANCY I DATE ISSUED 6- 13 - c; 7 I TYPE I OWNER CONTRACIDR U) E oS 7 G:::" Co A/ ~ 7 SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing 6C, POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED / Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to framing inspection) Framing Po ' "'>. Insulation Drywall nailing Roofing Refrigeration Electrical underground Final Electrical Plumbin Heatin & Ventilation /:I. Frame R.OW. & Drainage Fire Department Parking & Landscaping oV- OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED ~ROTECT THIS CARD FROM THE WEATHER 8795 Ralston Road Suite 240 Arvada, CO 80002 PH 303-431-0505 Fax 303.431-7176 . PO.80x3719 48E. Beaver Creek Blvd Avon, CO 81620 PH 970.:a45-0125 Fa)(97G-845-9763 . email CONTRALTD@aolcom 1982 1997 Contra Ltd. 15 TM Consulting Engineers +.land Surveyors August 27, 1997 YEARS OF EXCELLENCE Contra Ltd. ENGINEERS + SURVEYORS Mr. Bob Goebel Public Works Director City of Wheat Ridge 7500 West 20th Avenue Wheat Ridge, CO 80033 Dear Mr. Goebel: This letter is to notify you that the items applicable to the drainage of the Burger King site were installed and constructed in general compliance with the design and drainage study for the site. It has been determined that the total detention required for the Burger King site and the roads associated with the site are 10,486 cubic feet (ct). The capacity of the constructed detention pond is approximately 22,703 ct. As constructed, the detention pond will contain all runoff from the site. The inlets,sidewalk chases, concrete pans, and curb cuts that were associated with the drainage of the Burger King lot and the ~ssociated roads were constructed as designed and should function as designed. f<<.,L.;-.. , For &ainNge calculations please refer to the drainage report submitted and the letter dated August 7, 1997. If you have any questions or need additional information, please call at 431-050. Sincerely t (l/ f J.I( ti~bler, P.E.-P.L.S. President cc: Terry Oman ~ ;,,,...A ~ f,..,.,l. #W~. t/". ~ ~ F K..~ ~'P ~. rf."';'" rlcuf ~//OM^U-.ev.J-;" . . /V"'ff~.k~. yl.:, t1d:L;,.J.,;-.. ~ /( A'_.: J.. . I ,.i, , , . .-r . <.r-~<f,M- ~~<.A"..... K:\05201\Engineering\COMMUN'cATIO~rainageGoebeIIlf.doC In- C>.. ~ ttJ~+J... '. _-tit IJ. ~ ~ . . I. . ... I ~ II Uv.fJ"'{, . a. AL-~<"""I-" ~ k ~.o. ~ J< N~'I .Ah I h 'IJ t ,. 'KI( ~/L, ,fP ..--~- .-,~~...,... ."-''!':"'~~''.1'' "'_'~""J "~.1 .!,""......-..~_~.,.,.-.-- '.__ _ ''''. _~. "., "-'.'j 1 I J BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 49"'> ~ij~ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: I I . f I i r I I i , I , I l I f f I I , I i L (l,IfJL~z -:~ tr:~~ i-I tler.lf' 1 I .~: &1- Jpvp/ o~,! /'I1t:? You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection, Date Rf.!'i"7 - '" {f, ,- J.::;.,,,,!>,,' . n.~or lor Building Dept. DO NOT REMOVE THIS TAG FORM WR6-22 .- ....~...~. j I j j I I I I I I i I ! I i I I I /.J; ../ The City of 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215-6713 (303) 234-5900 ~heat <Ridge City Admin. Fax It 234-5924 Police Depl. Fax # 235-2949 July 17, 1997 Mr. Leroy Tobler, P.E. Contra Ltd. 8795 Ralston Road, Suite 240 Arvada, Colorado 80002 Re: Bluegrass Terrace Subdivision, West 50th Avenue & Kipling Street- First Review Comments of Street Construction Plans for Kipling Street and West 50th Avenue Dear Mr. Tobler, I have completed the first review of the above referenced documents received on July 2, 1997 for the above referenced project, and have the following comments: Cover Sheet 1. Please include the general notes attached to this sheet. 2. A final set of plans (2-when applicable) will need to be stamped and signed by P.E. Sheet 2 of 8 1. Please provide those details that apply to the actual improvements to be constructed. For your information, I have provided the handicap detail that is to be used as benchmark information at all of the radii (where applicable along the W. 50th Avenue fronatge. 2. The concrete island detail needs to include plan view information, limits, type and pattern style (ashlar slate/grey), ramps and tool joints. 3. Clarify 50th Avenue contraction joint detail. Sheet 4 of 8 1. Confirm north side project limits for sidewalk, and confirm elevations of proposed walk in relation to existing grade. ,,~ RECYCl.ED PAPER Leroy Tobler Contra Ltd. Page 2 2. Clarify/detail how the proposed curb heads adjacent to handicap ramps are to properly transition down to sidewalk grades. 3. Provide flowline and apron elevations as redlined on the north and south sides of the proposed cross-pan to confirm direction of flows being conveyed. 4. Clarify/detail concisely how proposed curb for island is to be poured in relation to the proposed cross-pan. 5. Note Kipling Street and the existing grade. 6. Clarify elevation points 10 to 11 that indicate a flat grade per table. Plan indicates a 3% fall to the east. 7. This plan needs to reference the detail information as requested per item 2 on sheet 2 of 8. 8. Elevations need to be clearly provided as needed to confirm 12:1 slope for all handicap ramps proposed. 9. Topography information needs to be provided as necessary to confirm these elevations in relation to the walks proposed along the Kipling Street frontages. 10. Clarify location of existing inlet in relation to the proposed walk. Inlet needs to be in flowline. 11. Note the locations/spacing of all tooled joints required for the walk. 12. Sidewalk chase section proposed in plan needs to be referenced and detailed per City standards. Note in drainage report and plan if needed. 13. Note all radii distances. 14. Clarify elevation points 12 to 17 that indicate a northerly flow, opposite from 0.6% southerly direction indicated on the plan. 15. Clarify elevation point 17 that is lower than storm sewer inlet rim elevation to the south 16. Clearly differentiate existing improvements from proposed improvements. Leroy Tobler Contra Ltd. Page 3 17. Joints between new walks and existing curb need to be sealed. 18. Provide section A-A from east to west as requested and clearly detail relation of ramps to curb information. 19. Clarify elevation points 9 to 8 that calculate at a 2.5% grade. 3% is indicated on plan. Sheet 5 of 8 - W. 50th Avenue Construction Drawinqs 1. Note and reference appropriate details for the westerly entrance from W. 50th Avenue. As noted the appropriate handicap ramps will need to be place at both of these intersections 2. Differentiate on this plan the limits of construction that are coinciding with the Burger King permit. Future improvements, to be constructed when the new bank is built need to be noted as such. 3. Note the right-of-way boundaries (both sides) for 50th Avenue) . 4. Note and reference location of City benchmarks. 5. Clarify all line type with a legend. Sheet 6 of 8 - Kiolinq Street Construction Drawinqs 1. Clarify profile submitted for Kipling Street as redlined. 2. Reference all proposed improvements to the correct sheet number as needed. 3. Differentiate those proposed public improvements to be constructed with the Burger King permit, from those future public improvements that may be constructed with the new bank. Leroy Tobler Contra Ltd. Page 4 Traffic Enaineerina Sheet 3 of 8 1. Note the limits of construction for the proposed improvements and any future public improvements associated with the bank construction. 2. Need to note double yellow line to delineate in and out bound for the proposed construction phase. 3. Label the permanent marking color and size as red-lined. 4. Provide the dimension of the median area. 5. Provide the dimensions for the skip line. 6. Provide a gap in the acceleration lane marking for traffic merging into Kipling Street. 7. Provide a signal modification to be included with the second submittal plan set. 8. Lane Striping shown conflicts with median striping. 9. Convert continuous striping to solid double yellow striping in area red-lined on plan. 10. Note the distance between the red-lined point on Kipling Street and W. 49th Avenue. 11. Note the location and traffic sign designations as red-lined. 12. Extend the pavement marking survey beyond the proposed area in order to confirm how new pavement markings are to tie in with existing markings on either side of the project. 13. Include red-lined notes. public Improvements Cost Estimate & Guarantee 1. An itemized engineer's cost estimate will need to be submitted for those public improvements (curb, gutter, sidewalk, asphalt roadways and storm sewer) to be constructed within the West 49th and West 50th Avenue right-of-ways. Upon approval by the City of this estimate, an acceptable form of guarantee, (escrow agreement, cashier's check, letter of credit) reflecting the total cost of the public improvements, Leroy Tobler Contra Ltd. Page 5 will need to be submitted for review and approval. This guarantee will be held by the city until such time as the required public improvements have been completed by the developer, and accepted by the City. Right-of~Way Construction Permits & Municipal Contractors License 1. Prior to any construction commencing within the public right- of-way, the contractor(s) responsible for such construction shall apply for all required right-of-way construction permits and license. Please return all red-lined prints with the second submittal. e any questions, please contact me at 235-2868. -2/ L Greg nu son Deve opment Review Engineer -- cc: Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer Meredith Reckert, Sr. Planner File MEMORANDUM '-f9tfS ~j,~~:s- <S/( Date I John Eckert, Chief Building Inspector FROM: Greg Knudson, Development Review Engineer ( . DATE: July 3, 1997 SUBJ: Approval of Burger King Building Permits at Blue Grass Terrace, West 49th Avenue & Kipling Street This memo is to inform you that the required plans for the island located at the Kipling Street access are now engineered to a level such that a legitimate review process can begin. The Department of Public Works will approve the issuance of the remaining building permits required to complete the Burger King structure at the above referenced address. Please be aware however that under no circumstances will a Temporary Certificate of Occupancy, or Certificate of Occupancy be approved by this department until such time as the following conditions are met: 1. All of the proposed civil and traffic engineering design plans for the Kipling Street and West 50th Avenue public improvements and appurtenances are approved for construction. This approval includes the submittal of all related guarantees, licenses and construction permits that will be required to construct the proposed public improvements. 2. The drainage report and plan will need to be revised as needed to reflect all onsite changes affecting these documents. 3. A letter of certification stating that the various drainage improvements, as defined in the approved drainage report and plan have been accurately surveyed to confirm their construction will need to be submitted. This letter is to be signed and stamped by the engineer who prepared the report, Mr. Leroy Tobler, P.E. Contra Engineering. Thank you for your assistance in this matter. If you have any questions, please contact me. cc: Bob Goebel, Public Works Director Glen Gidley, Planning & Development Director Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer Meredith Reckert, Sr. Planner File AUG-29-97 10:50 FROM. YESTEC CONST. MGMT. CO. ID: 0 PAGE 2 i~~l:~n)' ESTEC Construc"on Management Company 10701 Melody Drive, Suite 401 Northglenn, CO 80234 (303) 252-8781 13031 252-0035 FAX ,...., .--" it I S-qtJ?- <;.v JOB NO. 285.07 SUBCONTRACT AGREEMENT Between Contractor and Subcontractor AGREEMENT made as of the HundrEKl and 16th Ninety Seven day 01 June in the year Nineteen BETWEEN the Contractor: WESTEC CONsmUCTlON MANAGEMENT COMPANY 10701 Melody Drive, Suite 401 North~enn.CokwadO ~ and the Subcontractor: JD BULL INC. 716 S, "2th St. Lafayette, CO 80026 Contact: oennis(303)665-2421 Federal 10 The Project: BURGER KING 4945 Kipling Sl Wheat Ridge, CO The Contractor and SubContractor agree as set forth below. AUG-29-9? 10,50 FROM, WESTEC CONST. MGMT. CO. 10, 0- PAGE 3 WHEIlEAS, C<>nlractOr.... __ -...I _. eo- d_ "'" 1 fTH cloy 01 JUNE . 19 97 thoi'll,,",,", 'Gene,1I eomr....) wllh YOUR WAY EI"&nO'.JBEI (he"""'''' -own." lot Ih. oon*uOtIon of a Sura. IOna . - -.II (hereln.r ,h. proteef) \n accordanee with the tlIfrM end prowtMon. d ..Id General Contract. ttM Conditione of the aetler. Comract (Oeneral, 5upplomonlaly ond olhor Condition.), tho Otowlngo..d SpMIllooIIono pr.porod by JoM M. EIIIWtIl Archit9ct 'h.rMn6f.Ar~, andallAddend.and MOdlfi"tion.therBtolignod bf !ho poItieo, .,ldonIilIod by tho A-E 0' 0..-'. A__ Agent (heroln_ ..II.oltlol}' \tie 'Co_ Cooumo...'), Hid COntroct Oocumo"'" bol"ll InCOlPOr8led into thll SyboontraGt AVr......nt by r..rlnce 111M I"Yde . pen hereof aI If Nt tCM'tt\ heraln: and WHEREAS, Subc;Ontractor r.pI"'" thtd It Ie fully qyallRed to pMform thi. Subcontract. and acknowledge. thlll. pllor to the execution of thie &I_rod, k h.. (oj by i10 _n Indopen--Igdon -,",nod (Q!ho WoriI roqulrod bf thie s.._ (;9 tho condlHon81nvolved In performing \ho WoriI, Including.., aII.lnvOOliO- do_ nocoOUl)', ond ~IQ tho obllgollono of 11110 8uboo""'" ..d !ho ConttOct OOCum.... ond (b) verifled aIllnformatlOt' fumbtMd by Convaetor or othera NtWylng """ ..10 the conectnMt and KCU,.CY 01 III ,..wh Informltton, further ~knowledglng m.,t an)' i.llur. bV SUbcontrac10r 10 Independentty Irwwttv- .nd beCOml fully Informed. will not relieve Subcontrector from ItII reepon.lblliti.. ".,-.under; ond WHEREAS, Contr~, dMir.. to Subc:ontract: eertaJn Work spedRed In tM Contrac1 Oooumente, .net Subcontractor datir.. to perform .ald Work lit tM prlHl and upon the..rme and condltloM ....In.... .....lItd: NOW THEREH)AE. for end In conelderllllon of the mutuat ~ _ llir...... Mreh, OKpI'UMd, 1h. patti.. do he,eby eontr"ct and agr.. .. follows: ,. SUBCoNTRACTOR'S WOfU(. Su_ ohlll rurntoll ond P"f lor III _, _010, _rtaUon, tuporv;.lon, oqulP'"on~ ""p........ ItOragtl. oleanup and everything etee neoMDfY fof the conetruelon and e~n 01 the land,eaoe work In Itric'I accordlnce with Iorml end provietonl of the Contract Oocurnentl. See atlacMd plan lIat, ,pedfleadona. addenda and modiflcatlon, for reference. It i. agreed Md undorlltood that the foltowing item_ .r. tpeeHIoalty 1nc4uded: 1. Furn'-h all labor and maaarial to complete 1M work per plAN and speclflcatlon'- 2. Fumleh and IMteII 1f1'lgetlon lie requlNd for landecape operation. s. Furnie" ""d InotoIllondocopl"ll .. pot "'""" ond opec_one: Autumn Purple Aeh - 5 pond.ro.. Pine - 7 Aopon-3 Viburnum NMPO~ - 22 Armstrong Juniper. 28 Splko Sp_lI- 4S Sod 4 Kentucky Blue 0,.. 4' Bork Mukh _ Top .oil mbt: as per plans & specificatiON. 41_ Timer to be IMtalleG Inekfe tM butldlng un.... oINfwIH dl~. Exclwione: pow.r to oontr~ler. " water tap, w....""'" and pit. Job Ie ~hedulecl for . _ day cotIlpledon. ov-tl.... end weekend WOf'k ...., .. requlfecl to ma'nUll" 1M achedul.. Coo,d.nata with Job aupertntendent to ..lnlrnb8 over.U.... ho.... pogo 2 AUG-2S-S7 10:50 FROM: WESTEC CONST. MGMT. CO. Subcontr~ acIc"owledg.. ItIM hili wortc It not 1ln'lMd 'to .,." speeifk: pert of the plan_. dr.wlnge or ~lf\catIon, which may be ,..~ obove, but .heIllnc'u~ aI' work, Iebor, ......... Iftd roMOnabty Included In or Int~ by lhI Contract DocumerM whefwer IOCIIICt Metn, IInd aN wOlk, labor. ~,I. U1d equlpmenlrHlOnlbly _01'1 to< ...... IIle _c:tory oomplollon 01 lilt P,ojM! oIld compll."c, wIIh -" !awe, ordlnllnCM, order*, N'-, ;.gul8ltON ."d ..q.-'''' of 011 ~ed..oI._. oIld -pol __ "'" wo,k, msteri.. or equlpmenl thOwn 01 menllotted on ... 1M dr_nOt or .pedflcatione Bnd no' on \he o1hor or .... forth above .ftd 10, 0 PAGE 4 the MfM oontonn wtIh bGU'llOO8pted lnduWy dandetdt in ~ locsl for ,i","'" pto.tec*. ,uoh hme meet ,II cod. ,and other .lmUII requilefMntI. the """ ~ In gene,... oortformlty wtdI the lruont and toOpe or The ProJeo1 and ttM Cow", Docurnent:t, and .ekI IItrN .,. ~ good and dlelent qualtty for the 1,1111' and prow'" Intt"d~. SubcontractOr then UlUm. liability for prOt8dIon of lit own work and m_riaIa until efttl., completion of the ProJeet 0' ftnal &eetptlnce by Own.r, whitMYer 'hell tl,. oceUf, to the .em IMU,.mce cov.r'ge I, not otMrMM plov",". SubcontfKtO' ,,180 .hall ...urns lIabll~ for AnY end ,II dlltl'taQ' 'to work 0' mllt.ft,l, at any other .ubcontr.cto.... L'_'- _ ... ...._ _... __ __:_ ..._........_......._ JUN-12-97 THU 15:42 ARVAD A FIRE PROT DIST FAX NO, 3034224569 p, 01 FIRE MARSHALS' OFFICE P. O. Box 3.D ARVADA. COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422-4589 ...Vo:-J"O~ FIR~ -;g,;Il 0. .... A. . 111 l.J ~<,,,,- ' ~<. ..'~ 9f.$> Arvada Fire Protection District FAX TRANSMISSION Date: 0........... IIX. 1997 Number of Pages inoluding cover sheet: ---!;1 To: 1--1 ~ )'-1 . :::JD~I~ IS:. "-,..(. o:......-J c...t-(Lf"'- &LDG... b Fr ( c.. I A "- W.R.. .<a,.... t I r\ , ....... ,,_ (') "#: 10 "? Phone: 61 '& r- J. f" 5' Q Fax 01 ~':l-. 02~;)? From: Steve Steigleder Fax Number: ~22-~569 phone Numbe:r:: ~25.'0850 COI1'III8nts: i:.... MEMORANDUM D~ ~ FROM: Greg Knudson, Development Review Engineer TO: John Eckert, Chief Building Inspector DATE: June 12, 1997 SUBJ: Approval. of Burger King Foundation Permit at Blue Grass Terrace, West 49th Avenue & Kipling Street This memo is to inform you that the Department of Public Works will approve the issuance of a foundation only building permit for the above referenced project. Please be aware that any future building permit application(s) for this site will not be approved by this department until the following stipulations are met: 1. The proposed civil and traffic engineering designs for those public improvements and appurtenances along the Kipling Street frontage will need to be submitted and approved for construction. 2. The drainage report and plan will need to be revised as needed to reflect those public improvements proposed along the Kipling Street frontage. Thank you for your assistance in this matter. If you have any questions, please contact me. cc: Bob Goebel, Public Works Director Glen Gidley, Planning & Development Director Dave Kotecki, Sr. project Engineer Steve Nguyen, Traffic Engineer Meredith Reckert, Sr. Planner File NEW PERMIT CHECK OFF LIST NEW RESIDENTIAL COMMERCIAL TENANT FINISH MIse BUILDING DUILDRW BUILDING BUILDING PLANNING PLANlIHIC PLANNING PLANNING? ENGINEERING ENGINEERIN ENGINEERING? ARBORlST ? ARB ORl ST ARBORlST ARBORlST ? FIRE ? FI FIRE POLICE flold EDARC? CDOT? 2{&j~770G I I I I I I I I I I I I I I I I I I I HEPWORTH-PAWLAK GEOTECHNICAL, INC. 10214 South Progrl'ss Ln. ParkL'r, ('0 80134 Fax .103 H41.7556 PhOlll' ]0:1841-7119 SUBSOIL STIJDY FOR FOUNDATION AND PAVEMENT DESIGN PROPOSED BLUE GRASS TERRACE DEVEWPMENT AT 49th A VENUE AND KIPLING STREET WHEAT RIDGE, COWRADO JOB NO. 296 112 MAY 23,1996 Prepared for: BGT ENTERPRISES ATTN: TERRY OMAN 8305 S. WADSWORTH BLVD. LITTLETON, COWRADO 80123 - JII TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1 PROPOSED CONSTRUCTION ................................. 2 JII JII III III III -- fII fII -- ~ ~ - ~ -- ~ II SITE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2 FIELD EXPLORATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 SUBSURFACE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 LABORATORY TESTING .................................... 4 ENGINEERING ANALYSIS ................................... 5 DESIGN RECOMMENDATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 FOUNDATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 FOUNDATION AND RETAINING WALLS. . . . . . . . . . . . . . . . . . .. 7 FLOOR SLABS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 8 UNDERDRAIN SYSTEM ................................ 9 SITE GRADING ...................................... 9 SURFACE DRAINAGE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10 PAVEMENT DESIGN ...................................... 11 LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 13 FIGURE FIGURE FIGURES FIGURE FIGURES FIGURES FIGURE FIGURE 1 SITE LOCATION 2 LOCATION OF EXPLORATORY BORINGS 3 - 5 LOGS OF EXPLORATORY BORINGS 6 LEGEND AND NOTES 7 - 8 SWELL-CONSOLIDATION TEST RESULTS 9 &11 GRADATION TEST RESULTS 10 PROCTOR TEST 12 HVEEM ST ABILOMETER TEST TABLE I - SUMMARY OF LABORATORY TEST RESULTS H-P GEOTECH , ~ -- - II II I I I I I I I I I I I I I II PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for the proposed Blue Grass Terrace development, an approximately seven acre site, located on west of Kipling Street and north of 49th Avenue in Wheat Ridge, Colorado. The project site location is shown on Fig. 1. The purpose of the study was to develop final recommendations for the foundation design of the northwest building; preliminary recommendations for the other construction pads and pavement design recommendations. The study was conducted in accordance with our agreement for geotechnical engineering services dated March 5, 1996. A field exploration program consisting of exploratory borings and pits was conducted to obtain information on subsurface conditions. Samples of the subsoils and bedrock obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop final and preliminary recommendations for foundation types, depths and allowable pressures for the proposed building foundations. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. The scope of this study did not include any environmental assessment for the presence of hazardous or toxic materials in the soil or groundwater on or near the site. If contamination is suspected or is a concern, it is recommended that the scope of this study be expanded to include an environmental assessment. H-P GEOTECH J - 2- PROPOSED CONSTRUCTION , -- , II III ~ -- III III II III II II III III II II The proposed development will be a site for five buildings. The northwest building will be three stories high and about an 8,000 sq. ft. footprint. Four other building locations will be prepared for construction, but the exact type building is not known at this time. Parking and driveways will be a part of the development. A new street, 50th Avenue, will be located on the north side of the property. The proposed layout is shown on Fig. 2. Some grading of the site will be required, but is not expected to be extensive. The northwest building may have a lower level partial below grade. Structural loads are assumed to be moderate. If building loadings, location or grading plans change significantly from those described above, we should be notified to reevaluate the recommendations contained in this report. SITE CONDmONS The site is located on the northwest comer of Kipling and 49th in a developed area of Wheat Ridge. The I 70 corridor is one block south. Clear Creek is about one mile to the south. The area is on an older terrace of Clear Creek. North of the property the ground surface slopes up abruptly to a higher level. The site is partly occupied by small, older frame buildings one of which is occupied by a V-Haul rental. A newly remodeled bank building is located on the northeast side. RV's are stored on the western side of the site. Southeast of the property is a filling station. A high voltage electric transmission line is located on the north side, parallel to the proposed 50th Street alignment. The ground is relatively flat with a slight slope down to the east. An elevation difference of about 10 feet occurs in a distance of 600 feet. A slope, varying from nil on the east to about four feet on the west, has been made on the north side. A man made depression, about five feet deep, is located at the southeast side, adjacent to the H-P GEOTECH II II . -- -- . , III . III III -- l1li ,. , III III II III . - 3 - filling station property. There was water in the depression at about depth four feet. At sometime in the past fill has been placed over most of the site. FIELD EXPLORATION The field exploration for the project was conducted during the first half of April 1996. Eight exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface conditions for the buildings; four were drilled for pavement design; three test pits were dug to evaluate the existing fill; and three test pits were dug to obtain samples of for 50th Street design. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck-mounted Mobile B-57 drill rig. The test pits were dug with a John Deere 310A backhoe. The borings and pits were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 1% inch and 2 inch I. D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Disturbed samples were taken from the test pits. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figs. 3 through 5. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDmONS Graphic logs of the subsurface conditions encountered at the site are shown on Figs. 3 through 6. In general, the subsoils consist of varying depths of fill overlying alluvial sands and gravel with cobbles. Claystone bedrock was encountered at depths of 18 to 23 feet. The water table is relatively shallow. H-P GEOTECH . . . - 4 - In the areas of the four building pads, one boring was drilled near the center of the pad. The soils consisted of 1 to 3 feet of fill overlying 1 to 2 feet of loose, clayey sand or stiff, sandy clay which was underlain by a dense sand and gravel with cobble stratum. Hard claystone was encountered at depths 18 to 22 feet. Some layers of cobbles were encountered which were difficult to penetrate with the drill. Free water was measured at depths 4 to 8 feet. The holes generally caved after drilling. The logs of the borings for these areas are shown on Fig. 3. Four borings were drilled in the proposed northwest building. The soils consisted of 2 to 7 feet of fill overlying 1 to 3 feet of loose silty to clayey sand which was underlain by dense sand and gravel with cobbles. Claystone was encountered at depths 17 to 23 feet. Free water was measured at depths 7 to 10 feet. The presence of cobbles made drilling difficult, occasionally. Logs of the borings are shown on Fig. 4. Three test pits were dug into the fill to gain a better idea of its suitability for reuse. In general the fill was somewhat compacted. Nuclear moisture/density tests were made on the soil portion of the fill and showed compaction 94 % to 100% of the laboratory standard Proctor. However, it appears that a considerable amount of debris and trash is included within areas of the fill. The investigation did not completely define the limits of the fill either in depth or horizontal extent and variations may be expected during construction. Four borings and three test pits were made to determine the subgrade soils below proposed paved areas. The soils on the property were similar to those discussed above. The upper soil was fill from 2 to 8 feet deep underlain by sands and gravel. In the 50th Street alignment there was no fill. A thin layer of organic rich sand and clay overlies clay, sand and gravel. Logs of the pavement holes are shown on Fig. 5. . . . II1II . .. . . . .. . .- . . LABORATORY TESTING Laboratory testing perfonned on samples obtained from the borings included natural moisture content and gradation analyses. Results of consolidation testing H-P GEOTECH ~ -- -- ~ ~ - 5 - performed on relatively undisturbed drive samples, presented on Figs. 7 and 8, indicate low to moderate compressibility under conditions of loading and wetting. Results of gradation analyses performed on a small diameter drive sample (minus 1'h inch fraction) of the natural coarse granular soils are shown on Fig. 9. A standard Proctor test on a sample of the fill is shown on Fig. 10. Large disturbed sample gradations are shown on Fig. 11. A Hveem Stabilometer test was preformed on a sample of clay from one of the 50th Avenue pits. The results are shown on Fig. 12. The laboratory testing is summarized on Table I. ~ -- ~ . -- -- -- -- -- -- . II ENGINEERING ANALYSIS The soils at this site are generally granular and nonexpansive. The uppermost material consists of fill that is not suitable for foundation or floor slab support. Spread footings can be used for building support. The footings should be placed on the natural soils below the existing fill or on controlled, compacted structural fill. The sand and gravel stratum is capable of supporting heavy loads with tolerable settlement. The lower bedrock also is capable of supporting heavy loads, however, unless there are very heavy loads or an extreme concern for settlement this alternative will not be cost effective. With the high water table, caving soils and dense cobble layers, drilled shafts will be difficult to construct. Foundation recommendations are specifically made for the northwest building. The same general recommendations are applicable for the other pads. It is recommended that site specific soil and foundation studies be made for those structures their types and purpose have been determined. H-P GEOTECH - 6- DESIGN RECOMMENDATIONS -- - - -- ~ ~ ~ -- -- ~ II I II - ~ II II II FOUNDATIONS Considering the subsoil conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural granular soils or controlled, compacted structural fill. The design and construction criteria presented below should be observed for a spread footing foundation system for the northwest building. 1) Footings placed on the undisturbed natural sand soils should be designed for an allowable soil bearing pressure of 2,000 psf. Footings placed on the undisturbed natural sand and gravel soils should be designed for an allowable soil bearing pressure of 4,000 psf. Footings placed on structural granular fill should be designed for an allowable soil bearing pressure of 4,000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section wiII be about 1 inch or less. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies, such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) Footings bearing on natural soils: All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level H-P GEOTECH II II II III II III II III III III II II II II II II II III II - 7 - extended down to relatively dense natural granular soils. The upper sand soils should be compacted with a vibratory plate prior to forming footings. If water seepage is encountered, the footing areas should be dewatered before concrete placement. 6) Footings bearing on structural fill: If structural fill is used, the base should be placed below the existing fill and on firm natural soils. The fill should extend beyond the footing line a distance equal to the depth of the fill. The fill should be compacted to 100% standard Proctor density near optimum moisture. The more granular soils on site may be used for fill. 7) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. Any structural fill should be observed and tested for compliance with the specifications. . FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 40 pef for backfill consisting of the on-site granular soils. Cantilevered retaining structures which are separate from the building and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 30 pcf for backfill consisting of the on-site granular soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure H-P GEOTECH I I I I I I I I I I I I I I I I I I I - 8 - imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in unifonn lifts and compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95 % of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected. even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.4. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pef. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95 % of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The existing fill should not be used to support important floor slabs. Since there is trash in the fill and the density is variable, settlement can be expected. The natural on-site soils, exclusive of topsoil, and structural fill are suitable to support lightly to moderately loaded slab-on-grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The H-P GEOTECH ~'WJ fto~ ;",'V\ t~l1fj :':j i,~~ - 9 - requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. If the floor slab I within three feet of the water table, a minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No.4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site granular soils devoid of trash, debris, vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Free water was encountered at relatively shallow depths during our exploration. Any below grade areas, such as crawlspace and basement areas, we recommend be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1 % to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2 % passing the No. 200 sieve, less than 50% passing the No.4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11h feet deep. SITE GRADING The risk of construction induced slope instability at the site appears low provided reasonable slopes are used. OSHA guide lines should be followed for excavations. We assume the cut depths for the basement level will not exceed one level, about 6 to 8 feet. Additional fill 8 to 10 feet deep is feasible. Deeper fills should be studied on an individual basis. Tests taken in scattered test pits indicated the existing fill is relatively well compacted. Removal of all the fill may not be warranted H-P GEOTECH - 10- as long as some settlement can be tolerated. Embankment fills should be compacted to at least 95 % of the maximum standard proctor density near optimum moisture content. Prior to fill placement, the subgrade should be carefully prepared by removing all vegetation and topsoil and compacting to 95 % standard Proctor density . Pennanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or flatter and proteCted against erosion by revegetation or other meanS. The risk of slope instability will be increased if seepage is encountered in cuts and flatter slopes may be necessary. If seepage is encountered in pennanent cuts, an investigation should be conducted to determine if the seepage will adversely affect the cut stability. This office should review site grading plans for the project prior to construction. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the building has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free-draining wall backfill should be capped with about 2 feet of the on-site soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. H-P GEOTECH --....--' - 11 - PAVEMENT DESIGN GENERAL A large portion of the site will be paved for parking or driveways. It is assumed that 50th Avenue will be a major street. Several borings and test pits were made to determine subgrade soils. A pavement section is a layered system designed to distribute concentrated traffic loads to the subgrade. Performance of the pavement structure is directly related to the physical properties of the subgrade soils, pavement section and traffic loadings. Soils are represented for pavement design purposes by means of a soil support value for flexible pavements and a modulus of subgrade reaction for rigid pavements. Both values are empirically related to strength. DESIGN ASSUMPTIONS Most of the soils and fill at the site are granular with a high percentage of fines. In the AASHTO system they would classify as A-4 soils. These rate as fair subgrade soils. The worst soil in the 50th Avenue alignment was a clay, classifying as an A-6. The majority of subgrade soils in that alignment are A-I-b soils which represent good subgrade support. It appears that fill will be required for this alignment and a granular soil is recommended. For fleXIble pavement design purposes, a soil support value of 5 was selected for the coarse granular soils; and 4 for the remainder of the site. A modulus of subgrade reaction of 150 pci was selected for rigid pavements on the coarse granular subgrade and 100 pci for the finer grained soils. A regional factor of 2 was assumed for this area. Anticipated traffic loading is assumed to be light and an equivalent 18-kip daily load application (EDLA) of 10 was assumed for parking and drives and 50 for 50th Ave. RECOMMENDATIONS The pavement section should consist of : H-P GEOTECH III III III III III III III III III III II III II II III II II II I Drives: A. B. C. Parking: A. B. C. - 12 - 6 inches of Portland cement concrete or 6 inches of asphalt (HBP)and no base or 4 inches ofasphah (HBP) and 6 inches of Class 6 base. 5 inches of portland cement concrete or 4 inches of asphah (HBP)and no base or 3 inches of asphalt (HBP) and 3 inches of Class 6 base. 50th Avenue: A. 7 inches of portland cement concrete or B. 8 inches of asphah (HBP)and no base or C. 6 inches of asphah (HBP) and 6 inches of Class 6 base. In areas that receive concentrated truck traffic such as trash trucks, loading docks and in areas of tight turning radins, concrete pavement is recommended. A 7 inch thick section should be used. PCA recommendations on joint spacing and sealing should be followed. SUBGRADE PREPARATION Prior to placing the pavement section, the entire subgrade area should be scarified to a depth of 8 inches, adjusted to a moisture content near optimum and compacted to 95% of the maximum standard Proctor density. Before placing pavement or base course, the pavement subgrade should be proofrolled with a heavily loaded pneumatic-tired vehicle. Pavement design procedures assume a stable subgrade. Areas which deform excessively under heavy whee110ads are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. DRAINAGE The collection and diversion of surface drainage away from paved areas is extremely important to the satisfactory performance of pavement. Drainage design should H-P GEOTECH II II .. II II II II II II II I I I I I I I I I - 13 - provide for the removal of water from paved areas and prevent wetting of the subgrade soils. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no other warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled and the pits excavated at the locations indicated on Fig. 2, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings/pits and variations in the subsurface conditions may not become evident until excavation is perfonned. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our infonnation. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. HEPWORTH - PAWLAK GEOTECHNICAL, INC. RiC~~.E. cc: Contra, LTD. . . .. -- -- -- -- . -- III II III -- III . 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'.,,'.Jr!:t:t* '~Y~~I"~' ':.I~" I IJ'VEJ 53' ,~.I .~ _.~ . 0 ,:. ,-Il\~:~..t?)f, I '-~/:~ 2') r I ;~> "0.' :;~'.~ ~"'2~~E ~ P"'.c""'";:.'IW " }j4\ \ l; .~"".., P .-<"'o.~ .Co ,.''''31''. if, /1/ r 1:"'.. . . ,'C, ~, "..... c\l-. . ,/ :,,~~'~.'::;:'4f,-.-~~- - ... ~;:O~~f~~. I'.~.' ~R~' ~=--- ..1:,... ~c:?/ r ,}.... h.. .n.. . <~~ ~ '"0 -'."/",.': IT. 'RI .J:;~~.'s:oo 'i.'-" ~~._m''V.lri<ii:~:- '~.. ~ /./"'f-o, . 0 . ~ HI;,.~;':" ,:' ,. h'. ,t ~..-, p <s:...: to. /(--? ~ l\-1.. J_' -':: ,,' .," '. . ''\''J~~' ..-.;.;1; II i; -..:t..J1 . ~'-" E- "" - .... vE;' ";..j". " ..,; ."111..( .( ',f.~;.". ;>-\.'J,.,:~;,"\,' ., -.-- ..~ D: ,.F ,:::;-.13-- ..,-... . G';~' .-J'~' ." !~".~~ I I i. (; ):<:a' b~~'.. :-,,~' - .', '...... ,- FH:f/ ~iti;,.,J . - ~. Modified from USGS Arvada and Golden Quadran Ie Ma 5 Scale: 1" = A rox. 2000' HEPWORTH-PA WLAK B~UE GRASS TERRACE 296 112 GEOTECHNICAL. Inc. SITE LOCATION Fig.1 . . . .. . . . . I---'~"~--- ~ ~ ~I aJ '.2."!2'~ I I / I I II I I ruJilll.IDWJ\ ..~IIIITIIIIIIU I ~ 11111111111) \ \ II \ :'>- '" .... ;,. eB 2 :>. --~--l ~ r--, ~ r--""1...) [--, ~ I I .I~ f1 I gl I L__j i ~___.J ~I I I l I I I I L_.J 0.00" JI \ J \, ~ I I \ \ 1\ I .~ Modified from dr8win b Contra L TD HEPWORTH-PAWLAK GEOTECHNICAL, Inc. 296 112 B 3 e ~ \~:~)- . \ \ \~ ~ =:C: I eB4 ~0.5\l' , : r , , B \, 1 K/PL/NC STJ?EET ---,::::::"'" Scale: 1" = A rox. 100' BLUE GRASS TERRACE BORING AND TEST PIT LOCATIONS Fig. 2 BORING 5 El. 53&8.0 BORING 6 EI. 53&9.0 BORING 7 EI. 5366.0 BORING 8 EI. 5367.0 70 70 12612 W - 11.9 65 DD - 102 13/12 65 .200 _ 46 NP 28112 we - 11.8 E DD - 115., E -200 - 42 L NP L E 18/12 38/12 E V 60 57/6 60 V A 49/12 A T - T I I 0 40/6 56112 0 N 55 74112 55 N 27/12 50 66/12 50/5 76112 ~~!>~~.~$ 50 45 45 40 103/12 40 WC - 18.0 DD - 114 .200 - 100 LL - 48 PI - 22 35 35 30 30 HEPWORTH-PAWLAK 296 112 GEOTECHNICAL. Inc. BLUE GRASS TERRACE LOGS OF BORINGS Fig. 4 Q "' ... ~ '" ... "' "' ~ Q "' ... ~ '" u. "' "' ~ I b I I I I I I I \' I I I I I I I I I "...; ....r-: o ,- I/) 0 0 I/) 0 0_ 'I/) - - -....'" 1/)- -... -- UII"-II ". .0 UQ-g ~~ ~ ~C.ND.. Q. 0 ZA.,Z ~ I/) ~ ..; MO ~'" ll..'" [ID ll..:;l '" ... 1-, ll..1/) w ....... I' I-m .. 1/)". == 11tf)~N 'll 01111 .- .. .. .. ~ 8"'" ~ ~ - ~;:8~ :::hLa: Q. ;:: OJ ;:: ll.. 0 ~ - .. ". N::l ~:il ll..'" ~I' Z'" I/) -I/) ll..' a;, I-w ow al ~ .0 .. .. . .. ~ :0 Q. M - 0 OJ - .J> .. ~ ". 0 ll.. - .. U '" '" ~:l: ~'" ll..'" Z'" I/) -I/) ll..-' a;. 1-"' ow I' al .. - .. N - - - - 0 ;:: ll.. - - I/) .... :il ~:g M'" Z'" ll..~ -I/) a; I-w ~ oui I' '" '" al l,t). .... co. or-- "CO . COo UlO ll).... ...... ........ ........ " " IIII IIII .. .. UQ Uo UQ ~ - !:! ~Q ~o ~Q Iii ~ zz zz zz ll.. 0 - - '" co ~g '" N'" Z'" ll..~ -I/) a;. I-w ow al 0 0 0 I/) 0 I/) I I I I I I I I LJ I I I I I I I I Q "' ... ~ '" ... "' "' ~ Q "' ... ~ '" ... "' "' ~ : .. HEPWORTH-PAWLAK BLUE GRASS TERRACE 296112 GEOTECHNICAL, Inc, LOGS FOR BORINGS AND PITS Fig, 5 --y-c- - LEGEND I FILL, mostly sand, silty to clayey wtth gravel, moderately compacted, moist, brown. Some clay fill. Some trash, asphaR, wood, brick, etc. I TOPSOIL, sod organic rich silty sand, very thin layer In yards. II SAND (SMlSC), silty to clayey wRh some gravel, loose to medium dense, moist, brown to gray, Iron staining. ~ CLAY (CL), sandy, medium stiff to stiff, moist, brown. I GRAVEL, SAND, COBBLES, dense to very dense, lenses of silty sand, scattered cobbles. moist to wet, brown. I COBBLES, very dense, hard drilling. . CLAYSTONE BEDROCK, hard, medium plastic, moist, gray, some Iron staining. ] 20112 Indicates 2" 10 California samrrler. 20112 indicates 20 blows of a 140 lb. hammer failing 30' were requ red to drive sampler 12 inches. I Standard splR spoon sample. -:=;; Indicates depth of free water after drilling or digging. -0 Indicates depth to which hole caved after drilling or digging. - .. - Indicates Interval that a disturbed sample was taken. NOTES 1. Borings were drilled 'rifcrl18 and 9,1996 wllh a truck mounted Mobile B-S7 rig powering 4-lnch diameter continuous fI ght auger. 2. Test PRs were dug April 12, 1996 wllh a John Deere 310A backhoe. 3. Locations of borings are approximate and were paced from slle features shown on slle plan furnished. 4. Elevations of borings are approximate and were determined from contours shown on sRe plan. 5. Lines between strata represent approximate boundarles and translllons may be gradual. . 6. Free water was measured In borings at the time of dri/llng, holes generally caved to near the water, level and were backfilled before leaving sRe. 7. Laborato~ Tests: WC = mo sture content of sample In percent of the dry weight. DO = dry unll weight of samfrle In pcf. -200 = percent sill and clay ractlon. LL = ilquklllmR . PI = plasticity Index. NP = non plastic. R = Hveem stabllometer value. P = maximum dry density In pcfloptlmum moisture content for standard Proctor test, ASTM 0-698. NWC . moisture content measured wllh a Troxler nuclear densometer. NDD . dry unll weight measured wtth a Troxler nuclear gauge. HEPWORTH-PAWLAK BLUE GRASS TERRACE 296112 GEOTECHNICAL, Inc. LEGEND AND NOTES FIg. 6 IJII, ....... .. Moisture Content = 29.2 percent Dry Unit Weight = 107 pct +3 Sample of: FILL, silty sand From: Boring 4 @ 2' ~ +2 -' -' w +1 ~ en . I,.....J- No movement on wetting . Z 0 ./ 0 -- / V 1= --- - <( 1--, 0 :; -1 ~ 0 en - Z ...... 0 u -2 -3 -4 0.1 1.0 10 100 Moisture Content = 11.9 percent. Dry Unit Weight = 102 pct +3 Sample of: Fill, Silty sand From: Boring 5 @ 2' ~ +2 -' -' w +1 - ~ en , Z 0 0 - -- 1= - <( -. - " . Settlement on wetting 0 ~ :; -1 ............ 0 II) -- z ~ 0 -2 u \ -3 \ -4 \ \ 0.1 1.0 10 100 APPLIED PRESSURE - KSF HEPWORTH-PAWLAK BLUE GRASS TERRACE 296112 GEOTECHNICAL, Inc. SWELL-CONSOLIDATION TEST RESULTS Fig. 7 BORING 1 E1. 5366.5 BORING 2 EI. 5362.5 BORING 3 EI. 5360.0 BORING 4 EI.5361.5 70 70 65 65 20112 E E Cobble. @l 4.5' L L E E V eo 60 V 10/12 21112 A WC - 13.2 WC = 29.2 A 40112 DD = 93 DO = 107 T WC - 9.5 -200 - 44 -200 - 34 T DO - 126 NP NP I +4 - 31 Cobble. @l 4' I -200 - 12 0 33112 0 N 55 55 N 67/12 50111 78/12 68/12 50 50 39/6 16/6; 50/4 45 57/12 50/4 30 45 26112 51/12 72/12 WC - 19.2 .200 - 99 LL = 45 PI = 18 40 40 35 35 30 296 112 HEPWORTH-PAWLAK GEOTECHNICAL, Inc. BLUE GRASS TERRACE LOGS OF BORINGS Fig. 3 ._._.._._.___."'________"______.___._.._____ '-.--_--'_'0 ___.______________ ---. Mo isture Content = 18.0 percent Dry Un~ Weight = 114 pel +3 Sa mple of: CLAYSTONE i Fro m: Boring 6 @ 29' +2 ...J ...J W ~ +1 en 0 "" z .........., 0 0 1= ---- <( ............ ~ c r--.. ::i ...... 0 en -1 " Z " Expansion on wetting 0 u -2 -3 -4 0.1 1. 10 100 Mo isture Content = 11.8 percent Dry Un~ Weight = 115 pel +3 Sa mple of: FILl, silty sand Fro m: Boring 8 @ 3' '#. +2 - ...J ...J W ~ +1 en 0 I 'Z"Panslon on wetting z 0 1= 0 <( - - c I- ::i r-. 0 -1 en ~ Z 0 u -2 \ -3 -4 0.1 1.0 10 100 APPLIED PRESSURE - KSF .. HEPWORTH.PAWLAK BLUE GRASS TERRACE 298112 GEOTECHNICAL. Inc. SWElL-CONSOllDATION TEST RESULTS Flg.S . . ;; . f NY 011 !lIt ANALYSIS , v ANALY'I! .IE: ~:t ~~I"'. ... .. U S. STAN gA,. 0 u,un~ .J el.("''' SOU""1 O,.OINQI 10....-. ...... '100 .so -60" JO '. !-. ... ... ,.' ,. ,'r . Oil " ~ .. .. . .. .. .. TO ,. II" J,). ",. , , .... .oco .llOlI 0" on 0" ,., ~ff!- H' ," ;:.a.1 'Lr III Ii O'....[T[.. 0' ,,,,, '!u: I" MIl.l.f [n", ,.. CL.1.Y l,...unca TO SILT 1N(Jlt-'I.AUICI COIIl U ~ . .. ... . .. .. GR....VIEL.. 31 "1. SAND 57 % ~I:'" , .....,...0 CL""'V 12 "T. L.ICUID L.,MIT "/. PL.ASTICJ TY I....DEX "/0 SAMPLE 0'" Silty gravelly sand 'ROM Boring 1 at 8' .t.l HYO~Ollnt~ AHAlYSlS ,.... ".. ....,.... ..llL IO.."~ ....... u.. SQU,",,( C"OllNQI J.... '.... ~ t.... . SIEVE HIUU-..o -.. :-. .1.NA.LY~IS I CU:U -" ~. u S. STANO.U:O -'00 -$0 .~)O .J. .. to ,. .. ~ . . ~ , ~ z .. .. ... c .. .. '" . ,. . I ... In I . 'II GOlnll .oIl .on 01. .... .nT ,J.!tO 1.1' Ip. .. 'No OIAMIETtR 0' ".mLf IN lIUUlW'[Tlfll CLAY I'I.&U"I TO SILT 1~"unlCI .... - .llOlI ,.. >I.' 'Lr t.. G""'VU. 0/. "/0 . SIL.T ....MD Cl.AY PLASTICITY INDEX Ilf. '1. SAND 1.ICUID LIMa,. % SAM"LE OP' "1II0M :296 112 HEPWORTH-PAWLAK GEOTECHNICAL. Inc. BLUE GRASS TERRACE GRADATION TEST RESULTS Q .. .. c ~ ... e ~ z ... u c ... .. .. to 00 .. .. Q .. to" C ~ .. .." ~ " ..:: " ... TO" to to .., .Flg.9 . I~O . .. \ \ \ 1\ ,\ \ \ \ \ \ 1\ \ \ Zl!RO AIR VOID CURVl!S \ '\ \ '\ \ SPECiFIC ~ GRAVITY - 2.80 ~ 1\ 1\ I I l\ 1\ SPECIFIC 2.iO GRAVITY - 1 I I I.....- 1\ I I l\ 1\ I I I I" ~ SPECIFIC 2.60 CRA VITY - I I I \ I I I J , I I I " \ I I I I \ , I I I I I I I I I I I I I I \ j\ I I I I I I 1\ I 1'\ I I I I I I I I 't \ ), I 1 1 I I I I I I I I 1 1'\ i\ I I I I I I I I " i. i\ I I I I I I I I I , I I I I I 1 I 1 \ ". ,\ I I I 1 I I I I , I I' 1 I I 1 1 I I I 1 1'1 I I I I I I I 1 I I' " I 1 I I I I I I I I I I "I " I I I I I I I 1 I I I I I I , I I I I I I I I I I I 1 I I I I" , I I I I I I I I I IT I I I "-J i" I I I I I I I I I I I I I I I' l\. I I I I I I I I I I I I I , oJ I I I I I I I I IT I I I I f'\: I I I I I I I I I I I I 1'1. , ,- I I I I I I I I I I I I I' l"- I I I I I I T I I I I I I , ... I' I I I I I I " l'-.. I I I I I " I I I I I 1 " I I I I I " , ! I I I 125 120 115 u. () 110 0- J >- !:: 105 (/) Z UJ o >- ex: 100 o 95 90 85 80 o 20 25 30. 35 5 10 15 MOISTURE CONTENT - PERCENT OF DRY WEIGHT LOCATION:. TP 1 1 2'. BLUE GRASS TERRACE MOISTURE-DENSITY RELATIONSHIPS SOIL DESCRIPTION: Fill MAX. DRY DENSITY: 114.7 LIOUIO LU~IT : (Very Silty sand w/ Gravel) HEPWORili - PAWLAK GEOTECHNICAL.. lnc. PCF OPT. Mm<;T. CONTENT: 16.0 ':' PROCEDURE: J\S'IM 0698-91 Met:h:xi A P1.ASTICITY INDEX: NP JOO NO.; 296 112. FIG. NO. " SILT AND CL^ Y (-200): 46 " D^ TE : 4/12/96 .10 GRAVEL: ~ .. SAND: "yO OM II ANALYSIS !Ii!F'Y ANA Y IS ,I :.r ~l:l 10M" ~=l~..... .-. .. U S. SYAfrilO."O 1ljll:IU-o .J el.[U sou...lt( O~("UHQ' "00 -SO -,.qI)O '. ,.. ..' ..' ,~' .' ,'r . to ,. to .. , to .. .. )0 .. ,. . I'." 'Jl' .,. ., " , .00< .... COO ." ,0)1' ,,. ... ~ ffl'OQ ... ," :t.t 'u IU ti OIAlIll[TUt o. "Atl I!Lt IN MILLI ElflU '.. CLAY t'l.unCI TO SILT 11olOI-'1.U1'IGl conUI .. ! .. .. a! .. ... .. ~ 0- ... " 0- . ... " c ... ~ 0- . ... u c ... ~ OQ .. 00 GRAVitt.. 50 '}'. 0/0 :501 L T ....NO c:.......v 19 NP '/. '!o SAND 31 "/. PLASTIC'TV INDEX L.IQUID L.IMIT' SA"'PLE 0" Silty sandy gravel 'HO"" TP P2 at 1 1/2' "YOIIOME1[II ANALYSIS I SIEY' ,UULY!15 1l. ):.r ,.... ,I.. .uOI"" .J. u S. SUND.UtQ U"U:5~ I CL!U ,OUA.JIt( Ol"[Hlt.Q1 .. _Ill,il .<toO......-. .lIIllll. ,.~ "00 -!oQ -.oc-)O .. :.. " ..' ... ,.,' " ,'r . to to ,. , )0 . ,. , - - .000 ... a' .,. J" ~, .ttO 1.lt ~3' ." 'N .., '""' 'u '" . OI.MITC!l1 O' Pi. ,eLf Uil MILd [fUll '.. CLAT I"LAlT"1 TO SILT tlOt- ,,,,UTI"I . CO..US to .. ~ .. . a! .. .. ... ... ~ 0- ... to" .. . ... " c ... ~ 0- . ..... u c ... ..~ to .. ... G.....VEL. 73 "/0.......0 23 L.IQUID L.JMIT 0/0 ..........L.E 0" Sandy gravel 0,10 Silo T AHO CLAY Pt.....STICITy INDEX NP 4 % ';'. ".0"" TP P3 at 2' : 296. III HEPWORTH-PAWLAK GEOTECHNICAL. Inc. BLUE GRASS TERRACE GRADATION TEST RESULTS Fig. "11 TEST SPECIMEN 2 3 4 R -VALUE (300 psi) MOISTURE CONTENT (lI) 14.7 16.5 18.3 I DENSITY (pet) 118.9 116.3 110.6 I EXPANSION PRESSURE (PSI) 0.7 0.1 -0.2 I EXIXlA TION PRESSURE 470 387 236 I R - VALUE BY EXUDATION PRESSURE 29 19 8 I 12 100 90 80 70 60 ~ <( > 50 I C< 40 30 20 10 o Gravel: NiI% , I , I \ I I I I I I I I I I I , I I I i I I I VI I , I I I I I / I I I , /' I I 100 200 300 400 500 600 700 Sand: 48% Silt and Clay: 52% EXUOA lION PRESSURE (psi) 800 Liquid Limit: 34 Plasticity Index: 19 Sample of: Sandy clay From: TP P2 @ l' BLUE GRASS TERRACE HVEEM STABILOMETER HEPWORTH-PAWLAK 296112 GEOTECHNICAL. Inc. Fig. 12 HEPWORTH - PAWLAK GEOTECHNICAL, INC. REPORT OF FIELD NUCLEAR DENSITY TESTING Contra. Ltd. Attn: Leroy Tobler 8795 Ralston Rd., Suite 240 Arvada, CO 80002 JOB NO. 296 112 DATE: April 12, 1996 Blue Grass Terrace, 50th 8r. KI lin ,Wheat Rid e, CO. . sting Fill COMPACTION STANDARD: ASTM 0-698 (STANDARD) ASTM 0-1557 (MODIFIED) TEST LOCATION NO. TPl 1 TPl 2 TP2 3 DEPTH OR ELEV LABORATORY FIELD ....... ..... ...:.:.:{.~.............:.->:<.:.: [:111 ~~~t~. .:.:.:.,.:.:.:.:.:.:.: ""'MII\l"1Jl('. ili@II", SOIL TYPE MAX DRY OPT DENS f MOIST DRY DENS MOISTCJ(, ... ..... ..........,......... JfMl.t1MJ ........ ........ 6" BG 114.7 16.0 11 0.4 16.1 96 Very Silty Sand wIG ravel 2'BG 115.7 15.7 100 + Very Silty Sand wIG ravel 1114' BG " 107.9 18.5 94 Very Silty Sand wIG ravel TP2 2112' BG 113.3 15.6 99 Very Silty Sand wlGravel 4 TP2 4'BG 113.3 15.6 99 Very Silty Sand wIG ravel 5 PART TIME OBSERVATION THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATIONS OF FILL PLACEMENT. WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERA nONS. THE NUCLEAR DEN SO METER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2992 AND D3017 PREUMINARY OBSERVATIONS AND10R TEST RESULTS VERBALLY REPORTED TO: PROGRESS REPORT: In-place moisture-density tests were taken in Test Pits 1 & 2, excavated with a John Deere 310A . lOlderlbackhoe. H ,:1 11 ~ COPIElI: Iirn Rilc.y FIELD OBSERVER REVIEWED BY HEPWORTH-PAWLAK GEOTECHNleAL. INC. 112 JOB NO. 296 TABLE SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCAnON NATURAL NATURAL ORADAnON PERCENT ATTERBER<I UMITS UNCONRNED SONNa DEPTH MOISTURE DRY GRAVEL SAND PASSINO UQUID PLASTIC COMPRESSIVE SOIL OR ,- CONTENT DENSITY ,.., "" NO. 200 UMIT INDEX STRENQTH BEDROCK TYPE ,... ...... SIEVE "" ,... (pSF) B1 8 9.5 126 31 57 12 Silty gravelly sand A -{- j, B2 3 13.2 93 44 NP Very silty sand w/gravel B3 19 19.2 99 45 18 Claystone B4 2 29.2 107 34 NP Fill: Silty sand B5 2 11.9 102 46 NP Fill: Silty sand B6 29 18.0 114 100 48 22 Claystone B8 3 11.8 115 42 NP Fill: Silty sand TP1 1/2 12.1 46 NP Fill: Very silty sand wIg ravel TP P2 1 52 34 19 Sandy clay A- b (b) TP P2 1 112 50 31 19 NP Silty sandy gravel A-l-b TP P3 2 73 23 4 NP Sandy gravel i-i-a, FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422-4569 ~",-.J~OA FIRt .,,~ :lD ~ ~ tJl t- ~~l ~.$' rArvada Fire Protection District May 1, 1997 Mr. John Eckert, Chief Building Official Wheat Ridge Building Department 7500 w. 29th Ave. Wheat Ridge, CO. 80034 RE: Burger King 4945 Kipling St. Dear John, We have reviewed the plans for this building using the 1994 Uniform Fire Code and have the following comments. 1. Site: 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers. UFC 94 901.4.4. 2. All-weather fire dept. access roadways, mlnlmum of 20 feet of unobstructed width, capable of supporting the imposed loads of 46,000 lb fire apparatus need to be provided to within 150 feet of all portions of the building prior to above grade construction. UFC 94 901.3 3. Fire lanes on the North and West side will need to be posted, "No parking Fire Lane" with signs that meet City of Wheat Ridge Standards. UFC 94 901.4.2. 4. Landscaping will need to be installed in such a manner and maintained that a three foot clear space is maintained around the circumference of the fire hydrant. UFC 94 1001. 7.1. 5. The trash enclosure gates need to be non-combustible construction. UFC 94 1103.2.2. Page Two 2. Exits: 3. Exit doors that are provided with panic hardware cannot be provided with any additional locks or latches. UFC 94 12.107.3 3. Exit Signs: 1. The exit signs need to be placed on a separate circuit with a lock on the circuit breaker as noted in the Electrical Code. The Electrical Inspector will need to have the final say. 2. Exit signs will be subject to field inspection. Additional signs may be required. UFC 94 12.1212.2. 4. Emergency Lighting: 1. An additional emergency light needs to be provided at the East exit area. UFC 94 1211.1. 2. Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 94 12.110 5. Kitchen Hoods: 2. The exhaust hoods will need to meet the requirements for Type I hoods in accordance with the Mechanical Code, and the installation plan will need to be approved by the Building Dept. UFC 94 1006.1 6. Fire Extinguishing systems: 1. Submit three sets of fire extinguishing system plans for review and comment prior to installation. All work is to be performed by a factory authorized fire protection contractor. UFC 94 1001.3 2. A separate permit will need to be obtained from the City of Wheat Ridge Building Department for the installation of the fire extinguishing system. 3. A 40-B rated fire extinguisher will need to be provided at the manual pull station(s) for the suppression system. UFC 94 1006.2.7. Page Three 7. Portable Fire Extinguisher's: 1. Provide (2) 10-lb 4-A rated ABC dry chemical fire extinguisher's, fully charged with current inspection tags mounted not less than 3 feet nor more than 5 feet from the floor to the top of the mounting bracket by the kitchen exit door and by the door to the counter area. UFC 94 1002.1 8. Assembly occupancy Requirements: 1. Drapes, hangings, drops or other decorative material will need to be made of a material which is not flammable or is treated and maintained in a flame retardant condition. Documentation will need to be provided. UFC 94 2501.5 2. The occupant load will need to be determined by the Building Department and will need to be posted at the main exit door. UFC 94 2501.16.2. 9. Electrical: 1. The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and or multiple adapters are not permitted nor shall flexible cords pass through walls, ceilings or doorways. UFC 94 85.106(a),(b). 2. The door to the kitchen needs to be labeled, "Main Electrical Disconnect Inside in a minimum of 1 inch letters. UFC 94 8509.3. Amended. 10. Additional Comments: 1. Any code requirements arising from construction. 2. Twenty four hours notice required for all inspections. 11. We would request that a foundation only permit be issued until all-weather access is provided to within 150 feet of all portions of the building. Sincerely, Arvada Fire Protection District ~~~,& ~ve ste:~:~:r Deputy Fire Marshal DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 YOUR WA.y 5Nie:{<:..f'fC.-l'Sc-S ~1~.lXI f' . '~ LI,,' ~ . ~ 1(.. ( Company: I,j).... . . . Phone: ~f.!...~1W~~-'f~V 5atJ__.lt.~Z.':::'Ef!)t s: I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Property Owner: Property Address: Contractor License No. : Phone: 2'2-1 ~ Il -z-) 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh at ge ordinanc S, for work under this permit. ~~bNTRACTOR) SIGNED DATE !fK. '23 1<]7 Description: Bv~R-. f!IfJ~. ~-rPrV~( BUILDING DEPARTMENT USE ONLY ~!tthlllC~mmjfnts.~ 4.Z.S.q-:f- SIC: <~~1Z_ Sq. Fl.: ~ ?&(]()1 Approval: "3m t-l~? MHU' ~l=-'" ~ nJ ~1PL;eJ6 C"'= F>L4J\J'~~ Zoning: C I . "71&;1"-' n> ge \Z<iW1<"'''= <-1--1 "'S"'PAl;~ f'ev2+H r. . Jvt~ L~~-h/~-1t"H-iJ fA--i2-t'-".,..}L.. (;,.~ C."";.. ~_Pfi:J.L,,\-~. BlIllardQIC5l'ifIj1elits';J cI J Approval: FDu"-' P7H.l..... & lVi-I g~IIJIClW~Mm>pmmeD:!!I] Approval: Construction Value: Permit Fee: Plan Review Fee: Use Tax: 2-717, 000- $l" ?- 1 il / .t; 73 '3 "3 0-0 7'2. qt-/.0 Total: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: III !iP.!!llll1R~{ll]gIJI Expiration Date: Approval: . IC!lI!mBtJlt!!~_ Expiration Date: Approval: . mJil1mR'1IU1~-- This permit was issued in accordance with the provisions set forth in yopur application and Is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Ridge. Colorado or any other applicable ordinances of the City. TIus permit shall expire If (Al the work authonzed 1$ not commenced within sixty (60) days from issue dale or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid fOr a new permit. No work of any manner shall be done that Will change the natural flow of water causing a dra' Contractor shall notIfy the Building Inspector twenty.four (24) hours In advance for all mspe pproval on inspection card before proce .. g With successive phases of thel'Ob, The i ance of a permit or the ap' val 0 drawings and specifications shall not be con e of Iryo~Cod'S a. an Ih "'inance. law, cui. 0' '69ul.,ion. hie! Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPE CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (31 (4) (5) (6) '.vYi,t~,ri ~NGINEERING, INC. 2271 ' ','.1_ Y::d:;> Avenue [t4CL~.;,-, ), CC.i~CI~ADO 80110 (303) 922.6853 FAX (303) 934.4842 JOB r;., II'" r, ~ lZ 1<-,"4< ~ SIICET "10 I OF II DATE 'f' '1- 9'7 CALCULATED BY CHECKED BY DATE SCALE t3-vlZ c;.. E-It. k I Nt, lj-,~ ;;;t . f . ~111<-1 Ne; W;t.~I04f, Co . .'..'n........_"".....____n'____n....'..'...._....____;..". 'iO(otVH- ";l{) . (7$ .:C.N" 0 IrOQ!". ) nf f.}!JV ~".~W /...oPJP . ~o,:. ;;0 1.(.. "t;o \?I-. ~, 50. rl.. r"'-\l..I.~ . 0 j. li-. . J.~",,# 'to - \,. ;""$-O I;;r.,-' I yo.. NfI C;4- e ~ c.,4 f' ~ "".> rw::- .TLrQU~-I.~l"ik~ l/>,q:.. ... ~,,' Sf. 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