Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
12060 W. 52nd Avenue
CERTIFICATE OF OCCUPANCY Permit #: 202000756 � �� Wh6atpsig COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: Construction of new office/warehouse building - 8,760 sq ft total Date: 12/23/2020 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, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: 12060 W 52ND AVENUE LLC ADDRESS: 3420 Garland St, Wheat Ridge, CO 80033 CONTRACTOR/ADDRESS: MICHAEL ALDRICH 33 Rockaway Ave, Castle Rock, CO 80104 PROPERTY ADDRESS: 12060 W 52nd Ave, Wheat Ridge, CO 80033 PARCEL #: 39-174-05-008 ZONING: PCD OCCUPANCY: B TYPE OF CONST: II -B OCC LOAD:38 FOR THE FOLLOWING PURPOSE: Commercial New Structure Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time = -AMIPM Re -Inspection required: Yes :: No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: Inspector: ®O NOT REMOVE THIS NOTICE September 10, 2020 Basalite Concrete Products, LLC 4900 Race Street Denver, Colorado 80216 Attention: Ms. Niecie Banach I N C O R P O R A T E D 12060 W52nd Ave Permit # 202001325 K.M. Subject: Mechanically Stabilized Earth— Construction Conformance S&S Plumbing Southwest of West 52nd Avenue and Union Court Wheatridge, Colorado CTLIT Project Number: FC09487-131 Dear Ms. Banach, This letter is in reference to MSE wall 1 constructed by GW Scott Landscaping, Inc. atthe proposed S&S Plumbing Facility in Wheatridge, Colorado. Installation of the retaining walls was documented by photographs and compaction testing. These records were then provided to our office. A summary of critical items observed is listed below: 1) The leveling pad consisted of "-minus, free -draining aggregate, approximately 6" thick. 2) All segmental retaining wall units used to construct the retaining wall were Allan Block units. 3) The required burial depth of the bottom of the walls appeared to be met. 4) The maximum constructed height of the retaining walls did not exceed the retaining wall design heights shown on our plans. 5) Geogrid reinforcement was the correct type and appeared to have been installed correctly. 6) Drainage stone and CDOT Class 1 Structural Fill reinforced backfill was used per plan. 7) The drains behind the block facing were in place. Following the observations, the retaining wall appeared to be in general conformance with the Retaining Wall Design prepared by this office, dated July 23, 2020. Finishing soil or vegetation should be placed as soon as possible to protect and avoid erosion around the walls. Thank you for selecting CTLITHOMPSON for your engineering needs. When we can be of additional service, please contact the undersigned. Very truly yours, CTLITHOMPSON, INC. Spencer Schram, PE Project Engineer Spencer Schram Sep 10 2020 10:35 AM 400 N Link Lane I Fort Collins, Colorado 80524 Telephone: 970-206-9455 Fax 970-206-9441 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: << ❑ No one available for inspection: Time AM/PM Re -Inspection required:.'Yes No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: Inspector DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usfinspection Date: Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:U Jam% Job Address: -20y_ -c Permit Number: ?�. U cc: -75t' ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No, When corrections have been made, schedule for re -inspection online at; http✓/www.ci. wheatridge.co.us/inspection Date: inspector: DO NOT REMOVE THIS NOTICE V i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: qof-7, { Job Address: Permit Number:,`-, FEY MA WM j ❑ No one available for inspection: Tim" Re -Inspection required: Yes/,,NO When corrections have been made,,he a for httpY www.ci. wheatridge.co.uslinspeotion Dat /� �-- spector `f M at: i . CITY.OF WHEAT RIDGE_ . . Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:, 1 Job Address: 1 � Permit Number: ❑ No one available for inspection: im&--" V-SAM/PM Re -Inspection required: When corrections have been made`';_ schedule for re -inspection online at: http✓/ Dat4 A 41 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 75- 4 - IJ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge.co. uslinspection Date: 6L/-4/- ?c '—Inspector: DO NOT REMOVE THIS NOTICE 202000756 K.M. 12/04/2020 DELT 1 R B'Ot'm' NCE, LLC. TESTING, ADJUSTING AND BALANCING REPORT PROJECT S&S PLUMBING SERVICES 12060 WEST 52ND AVE WHEAT RIDGE, CO 80033 ARCHITECT McPHERSON ARCHITECTURE ENGINEER COLUMBINE ENGINEERING CONTRACTOR REAL E SOLUTIONS, LLC Submittal Date: DECEMBER 9, 2020 SUPERVISOR: Steven White, CTAB Professional 6679 S. Kit Carson Street - Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELT 1 R BAL NCE, LIC. INSTRUMENT LIST AIRDATA MULTIMETER Used to measure CFM at all types of grills, registers and diffusers by using appropriate size "curtain" to capture all of the air being discharged or exhausted. Pressure readings and pitot tube traverses can also be taken with this instrument. The 16 point averaging VELGRID provides velocity readings at HEPA filters, bio -exhaust hoods, coil banks, filter banks and many more general face velocity applications. All air flow readings are corrected to local density. Temperature readings can also be measured. The supplier of this instrument is SHORTRIDGE INSTRUMENTS, INC. TACHOMETER RPM readings are taken with a PIONEER PLT5000 contact/noncontact laser tachometer. VOLT/AMP METER A FLUKE 335 TRUE RMS CLAMP METER which measures volts, amps and ohms. Read-out is digital. MAGNEHELIC GAUGES Pressure readings are taken with these instruments supplied by DWYER INSTRUMENTS, INC. Ranges are from 0.50" W.C. to 5.0" W.C. HYDRONIC MANOMETER A ALNOR HM -650 meter is used for differential and gage water pressure readings. Read-out is digital. All instruments represent the best instrumentation available, are new or have been calibrated in accordance with manufacture's requirements. Additional information on all instrumentation is available upon request. The data on the following pages represent final measurements for each system. All measurements were made using manufacturer's recommended procedures for each instrument. The systems have been adjusted and balanced utilizing the best field measurement procedures while maintaining industry standards. Systems are set to the optimum operating condition that could be achieved from the design, equipment and installation. 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELT 1 R BAL NCE, LLC PAGE 11 RECAPSHEET PROJECT S&S PLUMBING SERVICES SYSTEM BRANCH/ZONE DESIGN (CFM) MEASURED I (CFM) % NOTES AC -1 1600 1695 106 AC -2 1600 1705 107 AC -3 1640 1775 108 EF -I 150 195 130 DIRECT DRIVE - SINGLE SPEED EF -2 150 205 137 DIRECT DRIVE - SINGLE SPEED EF -3 150 225 1501 DIRECT DRIVE - SINGLE SPEED EF -4 350 370 106 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELTqLN I R BCE, LIC. PROJECT EQUIPMENT DATA TEST REPORT S&S PLUMBING SERVICES UNIT DATA Make CARRIER Model # 59MN713080C211120 Serial # 252OA45108 Type UPDRAFTFURNACE Rating 1600 CFM @ N/G STARTER DATA Make MOTOR HAS BUILT-IN Model # ELECTRONIC PROTECTION Size INITIAL Rating RPM Set Point DIRECT DRIVE Re d Htr. 8.2* Rating * - MEASURED INTO FURNACE. TEST DATA CFM 1695 Volt 122* RPM INITIAL FINAL RPM I DIRECT DRIVE DIRECT DRIVE Amps 8.2* 1 8.2* * - MEASURED INTO FURNACE. MINIMUM OSA = 20% / 320CFM MEASURED = 310CFM PAGE DATE BY 12/2/20 STEVE WHITE LOCATION M-101 SYSTEM AC -1 MOTOR DATA Make GENTEQ HP 1 RPM 0-1300 Ph 1 Effic. NOT GIVEN S.F. NOT GIVENFrame Drive Change NOT GIVEN Amps 12.8/7.4 Volts 120/240 DRIVE DATA Motor Drive DIRECT DRIVE Motor Bore �P Fan Drive -0.21" Fan Bore - - Belt Size NO ACCESS No. Belts - - - Drive Change NO ACCESS TEST DATA IN OUT �P Filter -0.21" NO ACCESS - - Heating NO ACCESS NO ACCESS - - - Cooling NO ACCESS 0.15" - - - - Fan NO ACCESS NO ACCESS - - - - 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELT 1 R BAL NCE, LLC. PROJECT AIR DEVICE TEST REPORT S&S PLUMBING SERVICES PAGE DATE BY LOCATION SYSTEM 12/2/20 STEVE WHITE M-101 AC -1 AREA SERVED AIR DEVICE FLOW HOOD AIC DESIGN CFM INITIAL FINAL No. TYPE SIZE CFM CFM CFM CFM HEAT CFM % 1 CD 2424 1.01 100 125 110 110 2 CD 2424 1.0 260 255 275 106 3 CD 2424 1.0 120 170 125 104 4 CD 2424 1.0 2601 300 270 104 51 CD 2424 1.0 160 170 175 109 6 CD 2424 1.0 160 205 170 106 7 CD 2424 1 1.0 2101 210 225 107 8 CD 2424 1.0 120 140 130 108 9 CD 2424 1.0 210 185 215 102 TOTAL 1 1 1600 1695 106 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELTqLN 1 R BCE, PROJECT EQUIPMENT DATA TEST REPORT S&S PLUMBING SERVICES UNIT DATA Make CARRIER Model # 59MN7B080C211120 Serial # 2620A45413 Type UPDRAFT FURNACE Rating 1600 CFM @ N/G STARTER DATA Make MOTOR HAS BUILT-IN Model # ELECTRONIC PROTECTION Size INITIAL Rating RPM Set Point DIRECT DRIVE Reqd Htr. 8.6* Rating * - MEASURED INTO FURNACE. TEST DATA CFM 1705* Volt 122* RPM INITIAL FINAL RPM DIRECT DRIVE DIRECT DRIVE Ams 8.6* 1 8.6* * - MEASURED INTO FURNACE. MINIMUM OSA = 20% / 320CFM MEASURED = 320CFM PAGE 4 DATE 12/2/20 BY STEVE WHITE LOCATION M-101 SYSTEM AC -2 MOTOR DATA Make GENTEQ HP 1 RPM 0-1300 Ph I Effie. NOT GIVEN S.F. NOT GIVEN Frame NOT GIVEN Ams 12.8/7.4 Volts 120/240 DRIVE DATA Motor Drive DIRECT DRIVE Motor Bore nn ` P Fan Drive -0.22" Fan Bore - - - - Belt Size NO ACCESS No. Belts - - - - Drive Change NO ACCESS TEST DATA IN OUT nn ` P Filter -0.22" NO ACCESS - - - - Heating NO ACCESS NO ACCESS - - - - Cooling NO ACCESS 0.19" - - - - Fan NO ACCESS NO ACCESS - - - - 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELT 1 R BAL NCE, U.C. AIR DEVICE TEST REPORT PAGE 5 DATE 12/2/20 BY STEVE WHITE LOCATION M-101 PROJECT S&S PLUMBING SERVICES SYSTEM AC -2 AREA SERVED AIR DEVICE FLOW HOOD AK DESIGN CFM INITIAL FINAL No. TYPE SIZE CFM CFM CFM CFM HEAT CFM % 1 CD 2424 1.0 100 155 110 110 2 CD 2424 1.0 220 255 230 105 31 CD 2424 1 1.0 220 250 230 105 4 CD 2424 1.0 200 130 215 108 5 CD 2424 1.0 2151 265 235 109 6 CD 2424 1.0 215 245 225 105 7 CD 2424 1.0 215 220 225 105 8 CD 2424 1.0 2151 215 235 109 TOTAL 1600 1 1705 107 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELT 1 R B LL NCE, «C. PROJECT EQUIPMENT DATA TEST REPORT S&S PLUMBING SERVICES UNIT DATA Make CARRIER Model # 59MN713080C211120 Serial # 2620A45423 Tye UPDRAFT FURNACE Rating 1600 CFM @ N/G STARTER DATA Make MOTOR HAS BUILT-IN Model # ELECTRONIC PROTECTION Size INITIAL Rating RPM Set Point DIRECT DRIVE Re d Htr. 7.8* Rating * - MEASURED INTO FURNACE. TEST DATA CFM 1775* Volt 123* RPM INITIAL FINAL RPM DIRECT DRIVE DIRECT DRIVE Ams 7.8* 1 7.8* * - MEASURED INTO FURNACE. MINIMUM OSA = 20% / 320CFM MEASURED = 305CFM PAGE 6 DATE 12/1/20 BY STEVE WHITE LOCATION M-101 SYSTEM AC -3 MOTOR DATA Make GENTEQ HP I RPM 0-1300 Ph 1 Effie. NOT GIVEN S.F. NOT GIVEN Frame NOT GIVEN Ams 12.8/7.4 Volts 120/240 DRIVE DATA Motor Drive DIRECT DRIVE Motor Bore ` P Fan Drive -0.15" Fan Bore - - - - Belt Size NO ACCESS No. Belts - - - - Drive Change NO ACCESS TEST DATA IN OUT ` P Filter -0.15" NO ACCESS - - - - Heating NO ACCESS NO ACCESS - - - - Cooling NO ACCESS 0.18" - - - - Fan NO ACCESS NO ACCESS - - - - 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELT 1 R BAL NCE, U.C. PROJECT AIR DEVICE TEST REPORT S&S PLUMBING SERVICES PAGE DATE BY LOCATION SYSTEM 12/1/20 STEVE WHITE M-101 AC -3 AREA SERVED AIR DEVICE FLOW HOOD AK DESIGN CFM INITIAL FINAL No. TYPE SIZE CFM CFM CFM CFM HEAT CFM % 1 CD 2424 1.01 100 180 110 110 2 CD 2424 1.0 260 305 280 108 3 CD 2424 1.0 240 295 260 108 4 CD 2424 1.0 160 205 165 103 5 CD 2424 1.0 160 210 175 109 6 CD 2424 1.0 100 235 110 110 7 CD 2424 1.0 100 50 110 110 8 CD 2424 1.0 100 195 110 110 9 SWR 12X12 1.0 210 55 230 110 10 SWR 12X12 1.0 210 250 225 107 TOTAL 1640 1775 108 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELT 1 R BAL NCE, uC. PROJECT EQUIPMENT DATA TEST REPORT S&S PLUMBING SERVICES UNIT DATA Make ACME Model # VQ200 Serial # DATE CODE 02H03H Type CEILING MOUNT EF Rating 150 CFM @ 0.375" STARTER DATA Make MOTOR HAS BUILT-IN Model # THERAML PROTECTION Size INITIAL Rating RPM Set Point DIRECT DRIVE Re d Htr. 0.7 lRating NOT GIVEN TEST DATA CFM 205 Volt 121 RPM INITIAL FINAL RPM DIRECT DRIVE DIRECT DRIVE lAmps 0.7 1 0.7 NOT GIVEN PAGE DATE BY LOCATION SYSTEM 12/2/20 STEVE WHITE M-101 EF -2 MOTOR DATA Make BROAD OCEAN MOTOR CO. HP NOT GIVEN RPM 729 Ph I Effie. NOT GIVEN S.F. NOT GIVEN Frame NOT GIVEN Ams 0.9 Volts 120 DRIVE DATA Motor Drive DIRECT DRIVE Motor Bore AP Fan Drive Fan Bore Belt Size No. Belts Drive Change TEST DATA 6679 IN OUT AP Filter Heating Cooling Fan ATMOSPHERE NO ACCESS --- ---- 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DELTqLN 1 R BCE, LIC. PROJECT EQUIPMENT DATA TEST REPORT S&S PLUMBING SERVICES UNIT DATA Make ACME Model # VQ200 Serial # DATE CODE 021-1031-1 Type CEILING MOUNT EF Rating 150 CFM @ 0.375" STARTER DATA Make MOTOR HAS BUILT-IN Model # THERAML PROTECTION Size INITIAL Rating RPM Set Point DIRECT DRIVE Re d Htr. 0.8 Rating NOT GIVEN TEST DATA CFM 225 Volt 118 RPM INITIAL FINAL RPM I DIRECT DRIVE DIRECT DRIVE Amps 0.8 0.8 NOT GIVEN PAGE DATE BY LOCATION SYSTEM 10 12/2/20 STEVE WHITE M-101 EF -3 MOTOR DATA Make BROAD OCEAN MOTOR CO. HP NOT GIVEN RPM 729 Ph 1 Effie. NOT GIVEN S.F. NOT GIVEN Frame NOT GIVEN Ams 0.9 Volts 120 DRIVE DATA Motor Drive DIRECT DRIVE Motor Bore ` P Fan Drive Fan Bore Belt Size No. Belts Drive Change TEST DATA IN OUT ` P Filter Heating Cooling Fan ATMOSPHERE NO ACCESS - - 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems DET qLN 1 R CE, LLC. PROJECT EQUIPMENT DATA TEST REPORT S&S PLUMBING SERVICES UNIT DATA Make ACME ENGINEERING Model # VQ400 Serial # DATE CODE 02H28H Type SIDE WALL MOUNT EF Rating 350 CFM @ 0.25" STARTER DATA Make MOTOR HAS BUILT-IN Model # THERMAL PROTECTION Size INITIAL Rating RPM Set Point DIRECT DRIVE Re d Htr. 1.0 Ratin NOT GIVEN TEST DATA CFM 370 Volt 118 RPM INITIAL FINAL RPM DIRECT DRIVE DIRECT DRIVE Amps 1.0 1 1.0 NOT GIVEN PAGE 11 DATE 12/2/20 BY LOCATION SYSTEM STEVE WHITE M-101 EF -4 MOTOR DATA Make BROAN-NUTONE HP NOT GIVEN RPM 640 Ph 1 Effie. NOT GIVEN S.F. NOT GIVEN Frame NOT GIVEN Ams 1.1 Volts 1 120 DRIVE DATA Motor Drive DIRECT DRIVE Motor Bore //�� `-P Fan Drive Fan Bore Belt Size No. Belts Drive Change TEST DATA IN OUT //�� `-P Filter Heating Cooling Fan ATMOSPHERE ATMOSPHERE - - - 6679 S. Kit Carson Street ' Centennial, Colorado 80121 ' (303) 798-0355 Testing, Adjusting and Balancing of Mechanical Systems I I i CITY OF WHEAT RIDGE . 1 - Building Inspection Division ►/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -314 Edi / -31 `pPW,( Job Address: 0 S �Z nx2 A- -Permit Number: S"O 75 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www.ci. wheatridge.co. uslinspection Date: ,I "1-- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type. H - Job Address: zc (AD Permit Number: -" ❑ No one available for inspection: Tim "-'PM Re -Inspection required: Yes'No� When corrections have been made; schedule for re -inspection online at; http✓/www.ci.wheatridge.co.uslinsb,ection r Dae nspector: Y "s` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type. � Job Address.".. Permit Number: ❑ No one available for inspection; Tirr ADM Re -Inspection required: Y66"' No., When corrections have been made, Esch ale fer_w-inspection online at: httpJ/www.ci.wheatridge.co.uslinspd do . f D DO NOT REMOVE THIS NOTICE A e CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V 41 11211, Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No Mme, When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. us/inspection Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: — Job Address: —1 zt, r. c.,; Permit Number: TC -2C,1 c.ic_ 15,,,, J No one available for inspection: Time 7" AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www. cL wheatridge.co. uslinspection, Date: Inspector: DO NOT REMOVE THIS NOTICE 3011ON SIHIgAOIIV-glof ION 00 :joloadsul :E)113(] uqijoadsu!lsn -oo -aBp!jjeaqm,!ommmll.,djlq :je oLqluo uqijoedsui-aaioj alnpaqos 'apew uaaq aAeq suopoaxioo uaqM. ON sE),k :pajinbei uoijoadsuj-@� [Nd'/AV awl-L:UolloE)dsui jol opepeAe GUO ON n V7 # 5 :jeqwnN I!wAGd :sseippV qor :9dA1 uoil3odsul 331ION N01133dSNI 031110 sqsz-s;cz (Cos) # UOISIAI(] uoil3edsul Buipj!nE3 -jo# -A 3001H IV3HAA =10 A113 40' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - Job Address: zb Permit Number:�t- ❑ No one available for inspection: Tir~~'` AM/PM Re -Inspection required: 'Yes) No *When corrections have been made, ' ch�dul� for -m s nii t� `� a httpJ/www. ci. wheatridge. co. uslinspe�tion� D4 et¢ z - Z - soector: A i CITY OF WHEAT RIDGE II Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 313 Job Address: /? uGO ��. S 06, Permit Number: 7S6 ❑ No one available for inspection: Time AM/PINI Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE `®� ® CITY OF WHEAT RIDGE ® Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co. uslinspection Date: Inspector: ®O NOT REMOVE THIS NOTICE ®�e Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ❑ No one available for inspection: Time ; km/"Pm Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us/inspection Date: Inspector: DO NOT REMOVE THIS NOTICE Permit # 202000756 10-23-20 KM (Go!'W'*B�) Great Western Buildings Integrity Through Design 10/11/2020 GWBS Project# 92663 Alice Hinkle/Matt Ward 12060 W. 52nd Ave Wheatridge, CO 80033 Jefferson County To Whom It May Concern, The above mentioned project has been reviewed and the construction of the building system has been done in accordance with the design drawings. Sincerely, Richard T. Smith, Professional Engineer V�D., p ,0!' 90 TL, I�SF �� 35951 , .: y's REVIEWED By Richard T Smith at 4:11 pm, Oct 11; 2020 3033 S. Parker Road, Aurora, CO 80014 greatwesternbuildings.com 1800.497.2135 2-112" DEEP LEG DEFLECTION TRACK W8X10 STRUCTURAL GIRT; SEE METAL BUILDING DRAWINGS 2 x HILTI 112" STEEL PIN WI 90OX X -S 14 03 MX 112" HILTI PINS r f Architecture DISCOVER POTENTIAL 1735 19TH STREET SUITE 200 DENVER COLORADO 80202 MCPHERSONARCHIT ECTURE. COM Permit # 202000756 10-23-20 KM 2-112" x 18 GA EXTERIOR METAL STUD, TYP 2 -#10X314" SELF TAPPING FRAMING SCREWS 2" x 2" x 18 GAUGE x 4" LONG GALVANIZED METAL CLIP, TYP REFER TO METAL BUILDING MANUFACTURER'S STRUCTURAL CALCULATIONS FOR DEFLECTION INFORMATION INSTALL CLIP AT EACH EXTERIOR STUD EXTERIOR STUD CONNECTION 1 1/211 = 1'-0" S&S PLUMBING SERVICES INC 12060 WEST 52ND AVE WHEAT RIDGE CO 80033 2020 McPherson Architecture. All Rights Reserved. WoddMde. This document gncluding all text, drawings and specilcalions set forth herein, N.I.aW cthentise aas.Gated with MIs tlocumenif may not be se, rep—ld, transrnilled, ol'stored In ehy media, except for the-- gl project and site for which it was prepared without p— written consent o' McPherson Architecture, which retains all copyrights end ether pmpriatary right herein and in the architectural work(,) represented hereby. This document may not be modified for any purpose except by McPherson Architecture. Any motldlcalion not "'de by McPherson Architecture voids all wartantlas, express and ImPlled Including, wilhoul limitation, any .vananty of--.ntabliity v fktess tar a padiwlar -n, PROJECT NUMBER 19026.00 DATE ISSUE NAME 10 21 20 BULLETIN 7 EXTERIOR STUD CONNECTION DETAIL SKS-002 Permit # 202000756 10-23-20 KM Page 1 of 1 DISCOVER P October 26, 2020 Mr. Matt Wand Real ESolutions 208Q7Evergreen Springs Rood Evergreen, CO 80439 Re: S&S Plumbing — Clarification Vapor Barrier 12060 W. 5211 Avenue Wheat Ridge CO 80033 Dear Matt, This letter is to confirm our conversation that today that o vapor bonier is not required on the inside face of the exterior wall at 8&G Plumbing. Please let nneknow ifyou have additional questions from the Inspector. Thank you. Sinoanely, MCPHER8ONARCH|TECTUF{E Mark McPherson AIA Member �--SON AP00TECTU RE 1735 119TH STREET SUITE 200 DENVER CO 802'02�� 2-112" DEEP LEG DEFLECTION TRACK STRUCTURAL GIRT; SEE METAL BUILDING DRAWINGS 2 x HILT] 112" STEEL PIN M 90OX X -S 14 03 MX 112" HILTI PINS 12060 W 52nd Ave Permit #202000756 10-23-2020 K.Money 2-112" x 24 GA INTERIOR METAL STUD, TYP 2 FRAMING SCREWS GAUGE x 4" LONG GALVANIZED METAL CLIP, TYP REFER TO METAL BUILDING MANUFACTURER'S STRUCTURAL CALCULATIONS FOR DEFLECTION INFORMATION INSTALL CLIP AS NECESSARY TO PROVIDE LATERAL SUPPORT FOR INTERIOR FRAMING AND FURRING INTERIOR STUD CONNECTION 1 1/211 = 11-011 Architecture DISCOVER POTENTIAL 1735 19TH STREET SUITE 200 DENVER COLORADO 80202 MCPHERSONARCHITECTURECOM S&S PLUMBING SERVICES INC 12060 WEST 52ND AVE WHEAT RIDGE CO 80033 2020 McPherson Architecture, All Rights Reserved. WorldMde. This document (including all text, drawings and specifications sat forth herein, allached or othervnse assclaated with this document) may not be uiae,rupralucetl, lrannmineU, oI 111 -in any media, —pl for tt, original Project and site for which it was prepared, without prior written consent o` McPherson Amhiteott re, which retains all copyrights and other proprietary right herein and in the architectural work(.) represented hereby. This ume docnt may not be modified for any purpose except by McPherson Archllecture. Any mo0:fcation not made by Won— Architecture voids all w,—b- express and implod Including, without limitation, any xananry R, rnerdrantabllity or lutes, for a pahkuiar purple.. PROJECT NUMBER 19026.00 DATE ISSUE NAME 10 21 20 BULLETIN 7 INTERIOR STUD CONNECTION DETAIL SKS-003 2-112" DEEP LEG DEFLECTION TRACK r-, W8X10 STRUCTURAL GIRT; SEE METAL BUILDING DRAWINGS 2 x HILT[ 112" STEEL PIN WI 90OX X -S 14 03 MX 112" HILTI PINS Architecture DISCOVER" POTENTIAL 1735 19TH STREET SUITE 200 DENVER COLORADO 80202 MCPHERSONARCHITECTURE,COM 12060 W 52nd Ave Permit #202000756 10-23-2020 K.Money 2-112" x 18 GA EXTERIOR METAL STUD, TYP 2 -#10X314" SELF TAPPING FRAMING SCREWS 2"x2"x18 GAUGE x4"LONG GALVANIZED METAL CLIP, TYP REFER TO METAL BUILDING MANUFACTURER'S STRUCTURAL CALCULATIONS FOR DEFLECTION INFORMATION INSTALL CLIP AT EACH EXTERIOR STUD EXTERIOR STUD CONNECTION 1 1/211 = 1'-011 S&S PLUMBING SERVICES INC 12060 WEST 52ND AVE WHEAT RIDGE CO 80033 2020 McPherson Architecture, All Rights Reserved. WoddMde. This d—ment (including all text, dmwings and sped( -bons set forth herein, atdachetl a otherwise aas .—d with this document) may not be e, reproduced, Iran—bed, or atwad in any media, except for he ongirtal prgect and site for which it was prepared, without poor wdden Iona— of McPherson Amhitecn- which retains all copyrights and other proprietary rightherein and in the architectural —o (s) represented hereby. This document may nal be modified for any p.m— e.cap[ by McPherson Archdecture. Any en -e-1- not made by McPherson Archilecture volds all w -ni ne, express and implied including, with- limitation, any xenanf/ of merdtanlabliily a Wass fora padicoler putpcsa. PROJECT NUMBER 19026.00 DATE ISSUE NAME 10 21 20 BULLETIN 7 EXTERIOR STUD CONNECTION DETAIL SKS-002 10/11/2020 GWBS Project# 92663 Alice Hinkle/Matt Ward 12060 W. 52nd Ave Wheatridge, CO 80033 Jefferson County To Whom It May Concern, 12060 W 52nd Ave Permit #202000756 10-23-2020 K.Money Great Western Buildings Integrity Through Design The above mentioned project has been reviewed and the construction of the building system has been done in accordance with the design drawings. Sincerely, Richard T. Smith, Professional Engineer 6'*00 LIC O� .•' PD T. '• S 35951 si F`rsIONA� ENG REVIEWED By Richard T Smith at 4:11 pm, Oct 11, 2020 3033 S. Parker Road, Aurora, CO 80014 greatwesternbuildings.com 1800.497.2135 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: A-krr(C Job Address: 1 2ah� Permit Number: -2 —2 �, np3e7)�7 .1:2 7r--,. ❑ No one available for inspection.: --Ti Re -Inspection required: Yes --N-67 When corrections have been made, sche—db http✓/www.ci. wheatridge.co. uslinspection AM/PM online at: i , CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ew Job Address: Permit Number: 9 ❑ No one available for inspection: Tim6 _alaQ&M Re -Inspection required: Yes dp When corrections have been made, ,sc ule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspe tion.. Dal(C) !' at spector: ==' i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: a'N--) % Job Address: 1 (7�� c Permit Number: ') !j Ir) 1} 6 s.) -) C � " i 1 !;� t-0 WC5L i.Jr>fI1 nch L)^ A- - J No one available for inspection: Time AM/PM Re -Inspection required: tes_)No When corrections have been made, schedule for re -inspection online at: http ✓/www. ci. wheatridge. co. uslinspection Date: Cl '' L, -,>Inspector: ®O NOT REMOVE THIS NOTICE 12060 w 52nd ave 0""* (GOrW1B) 10/11/2020 GWBS Project# 92663 Alice Hinkle/Matt Ward 12060 W. 52nd Ave Wheatridge, CO 80033 Jefferson County To Whom It May Concern, Great Western Buildings Integrity Through Design The above mentioned project has been reviewed and the construction of the building system has been done in accordance with the design drawings. Sincerely, Richard T. Smith, Professional Engineer OQ`P0 0 L /CFj�/ Tr �A 35951 =: Fss/OVAL REVIEWED By Richard T Smith at 4:11 pm, Oct 11, 2020 3033 S. Parker Road, Aurora, CO 80014 greatwesternbuild ings.com 1800.497.2135 I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Lv s � 'L n- !.s Job Address: C70 (s 0 c1 fd Permit Number: Do ) o 0 u --I �, � 1 C Pt U! 1 C0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yep No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: Inspector: _)z ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�- Job Address: G a tt� `.��+^ Gi A Permit Number: � 1 � �- a t f a 41 ❑ No one available for inspection: TimeAM/PM Re -Inspection required: ;Yes; No When corrections have been made, schedule for re -inspection online at: http.lAvww.ci.wheatridge.co.uslinspection Date: (�k��' Inspector: DO NOT REMOVE THIS NOTICE no change to valuation From: no-reolv(alci.wheatridae.m. us To: CommDev Pe" its Subject: Online Frohn Submittal: Revision to Permit Application Date: Thursday, September 10, 2020 10:56:28 AM Revision to Permit Application Permit Number 202000756 assigned to project PROPERTY INFORMATION Permit Number 202000756 Property Address 12060 W. 52ND AVE., WHEAT RIDGE, CO 80033 Property Owner Name Alice Hinkle Property Owner Phone 303-274-2340 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email alice@sspsdenver.com Address CONTRACTOR INFORMATION Contact Name MATT WARD Contact Phone Number 720-318-7795 (enter WITH dashes, eg 303-123-4567) Contact Email Address mattw@realesolutions.work Retype Contact Email mattw@realesolutions.work Address DESCRIPTION OF WORK Detailed Revised The exterior textured metal panels on the mezzanine level of the Scope of Work - north, east and west sides of the building are deleted and stucco Provide a detailed finish provided in two colors. description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if Field not completed. applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. No 0 ok 9/21/2020 bf WHEAT RIDGE PAYMENT FORM.odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this Yes Yes Yes application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Mark McPherson Revision Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: § I Job Address: f C)- Permit Number: 4 o 5; s - ❑ No one available for inspection: Time ' ,! AM/PM Re -Inspection required: Yes. No When corrections have been made, schedule for re -inspection online at: http✓/www. cL wheatridge, co, uslinspection Date. t, t �; Inspector: DO NOT REMOVE THIS NOTICE le CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (%_.. " ) V_, c 11 . U Job Address: U6 ip 0 Lj Permit Number: d U \D r" � t _5 0 0 4! I-p e J No one available for inspection: Time iws, AM/PM Re -Inspection required: les No When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge. co. uarinspection Date:- Inspector: DO NOT REMOVE THIS NOTICE ., City of Wheat Ridge 1 Commercial. New Structure PERMIT - 202000756 PERMIT NO: 202000756 ISSUED: 06/23/2020 JOB ADDRESS: 12060 W 52nd Ave EXPIRES: 06/23/2021 JOB DESCRIPTION: Construction of new office/warehouse building - 8,730 sq ft total **REVISION: The one line electrical drawing updated upon coordination with XCEL Energy and site conditions. *** CONTACTS *** USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED OWNER (303)274-2340 12060 W 52ND AVENUE LLC FEES GC (720)318-7683 MICHAEL ALDRICH 160055 NEXT CHAPTER CONSTR. MGMT. LLC SUB (303)477-5116 ROBERT SECHLER 019506 SECHLER ELECTRIC CO SUB (303)274-2340 WAYNE & ALICE HINKLE 021125 S&S PLUMBING SERVICES, INC. SUB (303)789-2740 DANIEL E. PARSONS 020070 CRYTON INC *** PARCEL INFO *** ZONE CODE: UA SUBDIVISION CODE: 4 / / Unassigned Industrial Vacant USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1, 303, 298. 00 FEES Total Valuation 0.00 Plan Review Fee 5,010.49 Use Tax 27,369.26 Permit Fee 7,708.45 Engin. Review Fee 300.00 Plan Review Add'1 60.00 ** TOTAL ** 40,448.20 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. The issuance of a building permit shall not be construed to be approval of a business license. Site signage will require separate permits. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Dumpster screening must be completed by final inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am fl►e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parnes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or grantinp, of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applic^code or any gr4inance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Online Form Submittal: Revision to Permit Application https://wrmail.ci.wheatridge.co.us/owa/projection.aspx Reply all i Delete Junk Online Form Submittal: Revision to Permit Application • no-reply@ci.wheatridge.co.us Reply all to Wed 9/2, 5:45 PM CommDev Permits 2018 HOLD Dina You forwarded this message on 9/3/2020 9:41 AM Revision to Permit Application Permit Number assigned to 202000756 project PROPERTY INFORMATION Permit Number 202000756 Property Address 12060 W. 52ND AVE., WHEAT RIDGE, CO 80033 - - - - --l----- ---------------------------------------------------- Property Owner Name ALICE HINKLE Property Owner Phone 3032742340 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email alice@sspsdenver.com Address CONTRACTOR INFORMATION Contact Name Matt Ward Contact Phone Number 7203187795 (enter WITH dashes, eg 303-123-4567) Contact Email Address mark@mcphersonarchitecture.com Retype Contact Email mark@mcphersonarchitecture.com Address 1 of 3 09/08/2020, 9:07 AM Online Form Submittal: Revision to Permit Application Reply all I Delete Junk Detailed Revised Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11 "x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** https://wnnail.ci.wheatridge.co.us/owa/projection.aspx The one line electrical drawing for the project has been updated based upon coordination with Xcel Energy and site conditions. Field not completed. Field not completed. No 20200902 E-001 ELECTRICAL GENERAL INFORMATION.pdf 0 Electronic Payment Form - Revised 5-1-20 Fillable_202005011620013849_202006081141368198.pdf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application and Yes Yes Yes 2 of 3 09/08/2020, 9:07 AM Online Form Submittal: Revision to Permit Application Reply all I Delete Junk I attest that everything stated Yes in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Revision MARK MCPHERSON https://wn-nail.ci.wheatridge.co.us/owa/projection.aspx Email not displaying correctly? View it in your browser. 3 of 3 09/08/2020, 9:07 AM 12060 w 52nd ave Columbine City of Wheat Ridge Project: S&S Plumbing Address: 12060 W. 52'd Avenue, Wheat Ridge CO 80033 To whom it may concern. The following revisions have been made to the plumbing design for S&S Plumbing. 1. A floor drain has been added to the shop restroom. 2. A floor drain has been added adjacent to the furnace units at the second floor for the discharge of condensate from the furnace units. All condensate from the furnace units route to the second floor drain in lieu of the first floor break room sink. 3. Routing of waste and vent piping to be determined by field conditions. 4. The southern most waste cleanout shown outside the building envelope has been relocated to within the building envelope. Please call if you have any questions or comments. Sincerely, Jason Furrow Associate, Mechanical Designer 720-353-4850 7333 W Jefferson Ave, Suite 240 Lakewood, CO 80235 720-536-5150 pp0 .1 � 32 Z O.Z i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:vt-� e'�..- Job Address: Permit Number: o `.moi -, `• --- � ��., o .� C C t..: �. i t �.�✓'�t' T'i'i� �`�i' f`,} t/%S1.eiti_L.yV'i L) No one available for inspection: Time ' a AM/PM Re -Inspection required: Yes jNoi When corrections have been made, schedule for re -inspection online at: hffp ✓lwww. ci. wheatridge.co. usdnspection 1-7 ..). ,,tet ;. Date:_~Inspector: ✓, DO NOT REMOVE THIS NOTICE 12060 w 52nd ave INYeh and Associates, Inc. Geotechnical • Geological • Construction Services August 10, 2020 Mr. Matt Ward Real E Solutions LLC Subject: 5&S Plumbing Building 12060 W. 52"' Ave., Wheat Ridge, Colorado Construction Materials Testing & Inspection Dear Mr. Ward: 2000 Clay Street, Suite 200 Denver, CO 80211 (303) 781-9590 www.veh-eng.com Project No. 220-171 Representatives from Yeh and Associates performed on-call construction observation and testing services for the S&S Plumbing building foundation walls on July 8-10, 2020. The observations of the footings and reinforcing steel, and concrete test results were in conformance with the project plan documents provided. If we can be of further assistance, please contact us at 303-781-9590. We look forward to working with you on this project. YEH AND ASSOCIATES, INC. Samantha C. Sherwood, P.E. Project Manager Attachments: Field Inspection Reports Colorado California Denver I Colorado Springs I Durango I Glenwood Springs I Grand Junction I Greeley Grover Beach I Ventura i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE vi Inspection Type: Job Address: 6 k:? W IS r-, 0, � G Permit Number: \,)vi ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge. co. usrinspection Date:'.)/ / u �.� Q. Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �� �, j y- t. r f L� c Permit Number: o u 0 C d o -, ❑ No one available for inspection: Time I I AM/PM Re -Inspection required: (e!,,)NO When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. uslinspection Date:—.,'. l W0 Inspector: DO NOT REMOVE THIS NOTICE From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Tuesday, July 14, 2020 8:09:46 AM Revision to Permit Application Permit Number 202000756 assigned to project PROPERTY INFORMATION Permit Number 202000756 Property Address 12060 W. 52ND AVE., WHEAT RIDGE, CO 80033 Property Owner Name Alice Hinkle Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 303-274-2340 Property Owner Email alice@sspsdenver.com Address CONTRACTOR INFORMATION Contact Name Mike Aldrich Contact Phone Number (enter WITH dashes, eg 303-123-4567) Com@ a FRI91inw-ArGRm (720) 318-7683 maldrichnccm@outlook.com Retype Contact Email maldrichnccm@outlook.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc The revised scope changes include dimension changes for the foundation plan and bump outs at the columns. Four thickened slab locations were added for interior stair bearing points. Engineer Letter (I•YI•I•fL•b'Sf�I•bi•SR:fi applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. No 0 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Mark McPherson AIA Revision Email not displaying correctly? View it in your browser. MOUNTAIN VIEW ENGINEEIUNG, INC. Structural Engineering • Consulting • Design 345 North Main street, Suite A • Brigham City, Utah 84302 • Phone (435) 734-7100 • F.ix (435) 734-9519 • mvengmet July 9, 2020 RE: Alice Hinkle/Matt Ward GWBS Project#92663 12060 W 52"d Avenue Wheatridge, CO 80033 Jefferson County To Whom It May Concern: Our, firm prepared the foundation design and details for the referenced project. Per the customer's request MVE has revised the Foundation Plan to reflect: • Changed dimension between frame lines 7&8 from 17'-0" to 17'- 8-1/4"; • Added bump outs at Cols. 8F, 8E, 813, & 8A to coordinate with architectural column bumps; • Added 4 thickened slab locations for interior stair bearing points. Please contact me if you have any questions. Respectfully, t\`' ,,DC l''r-GI - C T 22375 JUL 0 9 2020 James O. Moore, P.E. Mountain View Engineering, Inc. City of W heat RR1ge COMMUNITY DEVELOPMENT APPROVED Reviewed for Code Compliance Randy Slusser 7/14/2020 Plans Examiner Date yaadkv of oesmh: the Issuance o/ o p~ or gWfowf of pkns spe 4kattane ono osmpufotrons shop not be o permit /or, oron opyrovol of ony wat000n m ony of the provisions c$ Me busvMg code or of ops Cay adinaaces. Permits presum ag to gW out" to Wobir or mantel the prwsvoos of tae 600V modes or other onSwom o/ the Cay #hob not be valkt MVE #200513 S & S PLUMBING WHEATRIDGE, COLORADO FOUNDATION NOTES z � O ENGINEER: J. LARSEN 1. Design Information and Loads c. Epoxy/Adhesive — Simpson SET—XP (ICC—ES ESR -2508), W iv. Make all bars continuous around corners or provide corner bars of equal A. Foundation design in accordance with 2018 International Building Code using the Hilti RE -500V3 (ICC—ES ELC-3814), or Dewalt Pure110+ size and spacing. reactions provided by the metal building manufacturer for the following design (ICC—ES ESR -3298) unless noted otherwise in the drawings. m v. Where 12 inches or less of fresh concrete is placed below horizontal criteria. iii. Anchor Rods/Bolts V reinforcing lap splice length may be reduced by 30%. B. Ground Snow Load .................. 30 psf a. All anchor rods shall be cast—in—place headed anchor rods. Z OO vi, Vertical bars in walls, grade beams, and piers to terminate in footings with Roof Snow Load ................... 30 psf Use of post—installed (epoxy, adhesive, expansion, screw, � ACI standard hooks (12 bar diameters) to within 4" of the bottom of the C. Wind Speed ...................... 135 mph etc.) anchors is not allowed without written permission from footing unless noted otherwise. Exposure ....................... C Q vii. Horizontal wall reinforcing shall terminate at the ends of walls with a 90 D. SDS .......................... 0.238 MVE or unless specifically noted in the drawings. O degree hook plus a 6 bar diameter extension, unless shown otherwise. E. SDC .......................... B b. Steel column anchor rods/bolts bolts —ASTM Grades W CO) viii. Horizontal wall reinforcing shall be continuous through construction and F. Frost Depth ...... .. S-0" with ASTM A563 heavy hex nuts and hardened washers hardeF1554ned control joints. (unless noted otherwise) z 0 o ix. Splices in horizontal reinforcement shall be staggered. Splices in two 2. Earthwork c. Wood framing anchors — ASTM A307 with A36 plate washers Z curtains where used shall not occur in the some location. ( ) A. The foundation has been designed and the site soils should be prepared for d. Headed stud anchors (HSA) — ASTM A108 x. Use chairs or other support devices as required for proper clearance. PP 9 P P the foundation, in accordance with the recommendations in the geotechnical e. Deformed bar anchors (DBA) — ASTM A496 xi. Rebar hairpins shall be centered in slabs and shall be wire tied to the slab investigation report by. f. Screw Anchors for jambs as indicated in the typical anchor reinforcing (if any). Rebar hairpins shall be continuous through walls and Samantha C. Sherwood, P.E. of Yeh and Associates, Inc. rod schedule — Simpson Titen HD (ICC—ES ESR -2713), Hilt! piers; lap splices in hairpins may only occur in the floor slab unless noted 2000 Clay Street, Suite 200, Denver, CO 80211 Kwik HUS—TZ (ICC—ES ESR -3027), or Dewalt Screwbolt+ otherwise. Phone: (303) 781-9590 Yeh Project No. 217-433 (ICC—ES ESR -2526) C. Control joints in slabs on grade are recommended to control cracking. See B. Foundation Design Values g. Use of hooked anchor rods/bolts is limited under the ACI plans for control joint spacing and details. i. Allowable Soil Bearing Pressure — 2000 psf and the IBC. Headed anchor rods/bolts must be used where D. Slabs and rade beams shall not have joints in a horizontal lane. All 9 J P C. The site soils shall be prepared for the foundation in accordance with the indicated in the details. reinforcement shall be continuous through all construction joints. geotechnical report referenced above. The contractor shall verify that soil h. The symbols � A.R./� A.B. as shown in the drawings E. Floor slab thickness and reinforcing shown in these drawings are adequate to under footings is suitable to support footings, indicate the center line of the anchor rod/bolt pattern, not support typical uniform loads only. Mountain View Engineering has not designed D. It is the responsibility of the contractor to ensure that the depth of the the center line of any individual anchor roof bolt. the slab for any specific concentrated forces such as those from vehicles, bottom of the foundation is for enough below the adjacent grade to ensure "Manual storage rocks, or heavy equipment (unless noted otherwise). adequate frost protection. B. Detail reinforcing to comply with ACI 315 of Standard g P y F. Welding of rebar is not allowed unless specifically indicated in the drawings. All Practice for Detailing Reinforcing Concrete Structures and the embedments, reinforcing, and dowels shall be securely tied to framework or to 3. Concrete and Reinforcement Concrete Reinforcing Steel Institute (CRSI) recommendations. adjacent reinforcing prior to placement of the concrete. Tack welding of rebar A. Material Standards i. Minimum clear concrete cover for reinforcement shall be as follows unless joints in grade beams, walls, or cages is not allowed. Where welding of rebar is i. Concrete noted otherwise: shown in the drawings, all rebar to be welded shall be ASTM A706 Grade 60. a. Footings: Exposure Classes F0, S0, W0, CO a. Concrete cast directly against and permanently exposed to earth — 3„ f'c = 3000 p.s.i., max. w/cm ratio = 0.55 b. Concrete exposed to weather or earth: 4. Special Inspections b. Exterior Walls: Exposure Classes F1, SO, W0, C1 1. #5 bars or smaller — 1j” A. Concrete f'c = 3500 p.s.i., max. w/cm ratio = 0.55 2. #6 bars or larger — 2" i. Spot Footings — Not required (IBC 1705.3 Exception 1) c. Interior Walls: Exposure Classes F0, S0, WO, CO c. Concrete not exposed to weather or in contact with the ground — 4" ii. Continuous Ftgs. — Not required (IBC 1705.3 Exception 2.3) f'c = 3000 p.s.i., max. w/cm ratio = N.A. 3" d. Slabs on grade — as shown in details, 4 min. from top of slabs not iii. Slabs — Not required IBC 1705.3 Exception 3 q � ( P ) d. Interior Slabs: Exposure Classes F1, S0, W0, CO exposed to weather iv. Grade Beams — Not required IBC 1705.3 Exception 4 q � ( P � ) f'c = 3500 p.s.i., max. w/cm ratio = 0.55 ii. Lap Splice Lengths with 1�" minimum clear cover v. Walls — Not required IBC 1705.3 Exception 4 q ( P � ) e. Air content for Exposures F1—F3 must meet the requirements of Table a. f'c = 2500-3500 p.s.i. vi. Anchor rods/bolts — Required (IBC Table 1705.3) Special inspection may be 19.3.3.1 of ACI 318-14. Air—entraining admixtures shall conform to ASTM 1. #6 and smaller — 49 bar diameters waived subject to the approval of the building official. C260 f. The cement type for Exposures S1—S3 must meet the requirements of 2. #7 and larger — 76 bar diameters B. Steel Reinforcement Table 19.3.2.1 of ACI 318-14. Cement shall conform to ASTM C150 b. f'c = 4000 p.s.i. or greater i. Placement — Third party special inspection of reinforcing placement need g. Calcium Chloride admixture shall not be used in Exposures S2 and S3 1. #6 and smaller — 38 bar diameters only be performed where specifically required by the building official. h. Normal weight aggregates — ASTM C33 2. #7 and larger — 60 bar diameters ii. Welding — Special inspection of rebar welding is required (if any is used). ii. Reinforcing c. Increase lap splice lengths by 50% where epoxy coated bars are used. a. Rebar — ASTM A615 Grade 60 (Fy = 60 ksi) iii. Stagger splices in walls so that no two adjacent bars are spliced in the 5. Miscellaneous b. Welded wire — ASTM A1064 some location, unless shown otherwise. A. The contractor shall notify engineer of any variations in dimensions. B. The engineer is not responsible for any deviations from these plans unless such changes are authorized in writing by the engineer. ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections REVISION FOUNDATION REVISIONS APPROVED _ City of 129 "MWheat EINITI-d-ge APPROVED Reviewed for Code Comolianee Randy Slusser 7/14/2020 Plans Examiner Date Yeidkw of oesmb: fie IsleeaeB of o pemw or approvd of poem sper47mtlow one wmpumhom shop not be a pmrer(o, w on opprovol of, my nolotion to my of me provlsbns of the bakMg rode or of o(r City oed,w Y. Permits pmw ng to g" outherttp to allot: or amel the prorwons of the atwa p coda orother ordinencaof the t:ltyehob not be eaaa kn c U rn to �t o x CJ CD o Z W V _ � —� n C Z 7 LC) Z wM g� WLLJ N 00 ZZ = r—n s V O LUU Ca C W _ ai N W d UN .o _ 0 Z X) M o z � O ENGINEER: J. LARSEN MVE JOB NUMBER 200513 W U 0 °W- 0 O N m Z V Z 0 N Z OO m LL � p ZCL Q U) O ad _ W CO) W � z 0 o W U Z ca o 0 0 o z � � � ENGINEER: J. LARSEN MVE JOB NUMBER 200513 W U 0 °W- 0 2 m 0 N Q N i REG'' ES o. RDa9F�C� / .0 Q_ = 2237 = JUN 17 2020 SHEET NUMBER: G N DRAWN BY: T.W. ENGINEER: J. LARSEN MVE JOB NUMBER 200513 E1 11 0 I I 0 O� Al 1 1 2 3 5 6 7 99'-74"4 51'-5" 19'-10" 16'-0" 15'-7" 2'-61"12'-7" 4,-82„ 81" 12'-7" **3'-0" FIELD TOP OF WALL LOCATE F11 B F11 ELEV. 100'-6" F8 48'-24" 5'-11" 11'-9" 121-102"17'-84" QQ 2 —31„ 2 TOP OF WALL ELEV. 100'-0" C F F2 Fi F-3 F1 F-3 ------� �IF— -- \F----- `' �— TOP OF PIER ELEV.\\ A �TOP OF WALL WALL STEP 100'-6" (TYP. AT ALL F7 ELEV. 100'-6 F8, & F12 FOOTINGS) :Z �N TOP OF WALL ELEV. 100'-6" / (2) #5 HAIRPINS WITH Flo � 16'-0" LEGS (TYP. AT ALL F11 FOOTINGS) I O =ESHEET AB AT STAIR FF3 COORDINATE n CONTROL JOINTS, FIELD URAL PLANS LOCATE, SEE DETAIL A T F-3 (TYP.ON SHEET F-3 AND(4) PLACES) NOTE 3C ON SHEET GIN Q — I FB3 I I I CD I Ln F10 F #4 HAIRPIN WITH I O I B 4'-0" LEGS (TYP. AT THICKEN SLAB TO 6" ALL F7 FOOTINGS) AT DOUBLE HAIRPIN LOCATIONS (TYP.) �N \ A / TOP OF WALL \\ \\ // DOAT ALL DOORRSS SSEEE DETAIL D ELEV. 100'-6" \ / / \ \ / / SHEET F-3 (TYP.) — — \—/\—/ WALL STEP ff/ A IL x L T/ F8 _ cS F-3 F71 F11 FIELD TOP OF WALL TOP OF WALL F1 LOCATE ELEV. 100'-6" ELEV. 100'-0" 19'-10" 16'-0" 12'-7" 5'-11" 11'-9" ** VERIFY WALKDOOR SIZES AND LOCATIONS WITH GREAT WESTERN BUILDINGS PRIOR TO CONSTRUCTION. F1 INDICATES APPLICABLE FOOTING DETAIL. 811,2 FOUNDATION PLAN SCALE: 3/16"=1'-0" F —1 L 1-01 L — F9 F9 F —+01 L — - � J -Tr- L - E W J. LARSEN TOP OF WALL 1 A ELEV. 100-6" WALL STEP COLUMN BEARING ELEV. 99'-6" (TYP. U.N.O.) F9 1 0 1 L — I 0 TOP OF WALL ELEV. 100-6" TOP OF WALL ELEV. 100'-0" WALL STEP IF^I 0 F2 12'-102" NOTE: COORDINATE THIS DRAWING WITH THE GREAT WESTERN BUILDINGS ANCHOR BOLT PLAN. 17'-84" F J I L7 F J I L---1 F J L� TYPICAL ANCHOR ROD DIMENSIONS DIA. EMBED E W J. LARSEN MVE JOB NUMBER TOP OF 7„ * 10 � W 2 n 0 CONCRETE $" 12"J Z „ 14„ Z a. w ClM U U �> 18" o Z � a 1" 22" a a Z 1" 24" m W O N HEADED BOT TACK OPTION B: THREADED ROD 1" 24" WELD WITH HEAVY HEX NUT *AT OPENING JAMBS, 1"0x4" SCREW ANCHORS MAY BE USED IN LIEU OF CAST -IN-PLACE ANCHORS. OPENING JAMB ANCHORS ARE NOT SHOWN ON THIS DRAWING, SEE METAL BUILDING ANCHOR PLAN. 0 F3 0 LO An I Ln I■ We] REVISION City of Wheat Ridge Building Division SHEET NUMBER: , Fml D D E W J. LARSEN MVE JOB NUMBER 200513 � W n o n 0 O d V Z Z O m W O N o Q 0 N N r, o a a Z N W O LL V) 4' Gj o c O O U SHEET NUMBER: , Fml D � E W J. LARSEN MVE JOB NUMBER 200513 � W n o n 0 Z O N O N Q 0 N N r, SHEET NUMBER: , Fml DRAWN BY., T.W. ENGINEER: J. LARSEN MVE JOB NUMBER 200513 Ln m pq r, m M U) d ox 0 6 ZC) m W UCDto to Zf] 3 , Z c M o W ci N Uj 00O ZZ D O ZU W 4m c o U ar c m •rn a c LU RU) 7 W 0 g L -y 0 Z M DRAWN BY.• T.W. ENGINEER: J. LARSEN MVE JOB NUMBER 200513 N v o- o- J 6'-0" 3'-6„ H 0 O 0 LLI 0 Z U 1'-6" 4'-0" Z O m 3'-10" 0 CN 1'-8" 0 3'-10„ 1 - 8„ Q � o a Q 1'-10" 4'-2" n to 2'-0" 2'-3" 1'-3" _ LL U) a Lpz a a o GRID TOP OF PIER ( I I O U I 1"x12" ELEV. 99'-6" I 9 I COLUMN 9» 7%1 I I I _ I NNOTCH o, I GRID TOP OF PIER I I TOP OF PIER N I TOP OF PIER N K, I' I ELEV. 99'-6" I ELEV. 99'-6" ELEV. 99 -6 I "' A. R.. o o I, II. N I _ _ ro o� o I A.R. I I I o o� o co A.R. n I o o I A. o o —R. ---- I o J N CD I I I I J I J o- I GRID I 8 I I v n TOP OF SLAB--"""O' LAB „ ELEV. 100 -0 1'-0" I TOP OF PIER „ N I I N I N ELEV. 99'-6"b I TOP OF SLAB 0100'L 9 N N `� ELEV. 100'-0" I ELEEV. OB TOP OF SLAB I TOP OFSLABI L---- L_---- ELEV. 100'-0" ELEV.100'-0" I -----� I TOP OF WALL TOP OF WALL TOP OF WALL F WAL TOP OF WALL — — — — — J ELEV. 100 -0 6 8 6 6 8 6 ELEV. 100 -6 4 VERTICALS @ 18" » # 6 8 6 ELEV. " ELEV. 100'-6" O.C. EACH FACE TOP OF WALL ELEV. 100'-0" 6" 8" 6"a S OF 1'-8" #4 VERTICALS @ 18" 1,-8„ O.C. EACH FACE HORIZONTAL 1'-8" ANCHOR RODS 4 HORIZONTAL 6" 8" 6" RODS OUT AS ANCHOR RODS ANCHOR RODS #4 CONTINUOUS BARS BLOCKOUT AS REQUIRED CONTINUOUS BARS @ 12" O.C. 8" 1'IRED 8" 1'-2" BLOCKOUT AS REQUIRED BLOCKOUT AS REQUIRED 1'-0" 1'-5" @ 12 O.C. 5" CONCRETE 1'-1" 1'-4 1'-8" 8" CONCRETE ONCRETE 8 CONCRETE 5" CONCRETE 5" CONCRETE SLAB WITH 6x6 WALL SEE DETAIL WITH 6x6 WALL SEE DETAIL SLAB WITH 6x6 SLAB WITH 6x6 W1.4xW1.4 WWM -ill-III- # 4 VERTICALS @ 18" C SHEET F-3 xW1.4 WWM C SHEET F-3 W1.4xW1.4 WWM W1.4xW1.4 WWM 11 111= I I- II "III III- I III_ O.C. EACH FACE # 4 HORIZONTAL ` -X-K K K -K X -X -X -X -X- II= XX—X—X—X—-"� I CONTINUOUS =III -SII- I•%-` 1 - =III 111_ I. -1 I _III 3" _ 3>, ANCHOR RODS n BARS @ 12 O.C. _ IS @ 8» -III, I -• I #3 TIES @ 8" #3 TIES @ 4" I CLR. o # 3 TIES @ 4" I O.C. WITH (3) IN CLR. (8) #4 BLOCKOUT AS REQUIRED 1'-0" 1'-5" (14) #5 I N If ITH 3 IN O OF PIER I (8) #4 I I I O.C. WITH 3 IN O.C. WITH 3) IN (8) #4 -) I TOP 5 OF PIER VERTICALS 5 CONCRETE SLAB WITH VERTICALS -m N VERTICALS TOP 5" OF PIER TOP 5" OF PIER I VERTICALS I 6x6 W1.4xW1.4 WWM I 2'-2" 11 - I I I LI" I I- 1'-8„ I I 2, 2» 1,-6„ 2,-2„ 2,_2„ 11„ LI I1=1II- + -FX—X—X—X Ilk X I = 1=III- L L I I I III L L = L L I 3 _ c N d � L - S „ # I(3) CLR. of --- — — — — — — L — — — - — — — — — — - O.C. WITH N I (8) #4 ----.J-�--- (6) #5 BARS EACH WAY TOP 5" OF PIER VERTICALS 7 5 BARS ()# (6) #5 BARS EACH WAY _ � _ � (6) #5 BARS ' EACH WAY � U „ „ 6 6'-0" SQ. EACH WAY 5'-6" SQ. �' c ' 5'-6" SQ. 5 -6 SQ. � I (5) #4 BARS -\ SIDEWALL FOOTING DETAIL SIDEWALL FOOTING DETAIL F3 ENDWALL FOOTING DETAIL ° F4 ENDWALL FOOTING DETAIL EACH WAY L L o 3/4"=1'-0" 3/4„=1'-0” 3/4"=V-0" ^— 3/4"=1'-0" L - — — 17 GRID 3'-6" 3'-0" 6" 3'-0" 1'-2" 1'-10" 8" 1'-4" CORNER FOOTING DETAIL N 3/4"=1'-0" TOP OF WALL ELEV. 100'-0" 8" 6" SIDEWALL _-� � I J 1'-0" TOP OF PIER I � I o o_ z b ANCHOR RODS 5" CONCRETE ANCHOR RODS 5" CONCRETE ELEV. 99'-6" o CL I I -I ``' J BLOCKOUT AS REQUIRED SLAB WITH 6x6 BLOCKOUT AS REQUIRED SLAB WITH 6x6 A.R. I' I I W1.4xW1.4 WWM W1.4xW1.4 WWM N 1 ° 0.1 I � L J I TOP OF SLAB _ X—X—X— X—X—X _ X—X- -X X L0-i IELEV. 100'-0° �o �„ 4 I� TOP OF SLAB TOP OF PIER--//,„ 84 J ELEV. 100'-0” ELEV. 100'-6" 4' 8 4 _ Ln TOP OF SLAB ELEV. 100'-0" TOP OF PIER ELEV. 100'-6" 4" 8" 4„ ---- _-- --- --- WALL STEP 1'-4" #4 HAIRPIN WITH 8 (7) #5 BARS EACH WAY _ (5) #5 BARS EACH WAY IOU " " 4 8 4 TOP OF WALL ELEV. 100 -6 4'-0" LEGS ANCHOR RODS 5" CONCRETE 5'-0" SQ. J � " 3'-6" SQ. 8 SLAB WITH 6x6 ANCHOR RODS GRID ANCHOR RODS 5" CONCRETE SLAB L W1.4xW1.4 WWM WITH #4 HAIRPIN Id 61 8" 1 O BLOCKOUT AS REQUIRED CENTERED IN SLAB n co 5" CONCRETE -X—X—X 8/4'=V-0" INTERIOR FOOTING DETAIL F10 INTERIOR FOOTING DETAIL 8" CONCRETE WALL SEE DETAILIIIII111-IIII1113/4 SLAB WITH 6x6 - =1 -0 " ' " C SHEET F-3 W1.4xW1.4 WWM I_ -III 1 1= 0 I = #3 TIES @ 8 -11 SII XXX—X—X ' (4) #4 �� O.C. WITH (3) IN SLI �1= Ci #3 TIES @ 8" VERTICALS TOP 5" OF PIER `� I #3 TIES @ 8" �' (6) #4 O.C. WITH (3) IN „ „ 8 8 D (8) #4 I I O.C. WITH (3) IN VERTICALS TOP 5" OF PIER ` ( I N VERTICALS I TOP 5" OF PIER 1'_2'° 1'-2" 6" 1'-4" -L I -t I IC i - - - o I (3)#4 BARS 2'-0" SQ REVISION EACH WAY (4) #4 BARS„ 3 -0 SQ. 7 (5) #4 BARS „ 3 -6 SQ. _ d r'-).1 EACH WAY v city of EACH WAY Wheat Ridge SIDEWALL FOOTING DETAIL ENDWALL FOOTING DETAILCORNER FOOTING DETAIL Building Division 3/4"=1'-0” 3/4"=1'-0" 3/4"=1'-0" Ln m pq r, m M U) d ox 0 6 ZC) m W UCDto to Zf] 3 , Z c M o W ci N Uj 00O ZZ D O ZU W 4m c o U ar c m •rn a c LU RU) 7 W 0 g L -y 0 Z M o"\Pp0 REGjST,. Moo F� 2237,6/ •,nnn„". JUN 17 2020 SHEET NUMBER: F-2 DRAWN BY.• T.W. ENGINEER: J. LARSEN MVE JOB NUMBER 200513 N v o- o- J H 0 O 0 LLI 0 Z U Z O m W O 0 CN 0 Q � o a Q Z n to O°6 _ LL U) a Lpz a a o � Z z 0 O O U o"\Pp0 REGjST,. Moo F� 2237,6/ •,nnn„". JUN 17 2020 SHEET NUMBER: F-2 DRAWN BY.• T.W. ENGINEER: J. LARSEN MVE JOB NUMBER 200513 W v o- o- 0 0 0 Z a, m - 0 0'4 0 CN Q N n to Q a a a a o"\Pp0 REGjST,. Moo F� 2237,6/ •,nnn„". JUN 17 2020 SHEET NUMBER: F-2 DRAWN BY.• T.W. ENGINEER: J. LARSEN MVE JOB NUMBER 200513 in m M r cLQ ro o x o V Z o W 0 c Z"s Lo Z F to) M C) o LU 11�_ W v ZZ O Z _T C LU U C rn c a d C m m a c W� N o UCn .o 0 Z Ln M DRAWN BY. 5'-6" z J. LARSEN MVE JOB NUMBER. 200513 2'-3" 3'-3" HAIRPINS f�_f 85" CONCRETE SLAB WITH 5" CONCRETE SLAB WITH F•- O 6'-0" LEGS LLI 0 Z U z a 6x6 W1.4xW1.4 WWM 8" 6x6 W1.4xW1.4 WWM —t Z O m W O CONTROL JOINT NOTES: a � \� vi Q � / o 1. Control joints shall be field located by the contractor. Q _ D Cl) Lj O — 2. Control joints shall be located to limit the frequency and width ILL _X—X—X X —X —X X—X -III w XB of random cracks in the concrete slab. z 0 v 1 1 I11 LI II III—I 0 0 3. Locate and install control olnts in accordance with ACI 360R 1 l #4 CONTINUOUS#4 - IrII CONTINUOUS <H Design of Slabs on Ground" and the details shown.HORIZONTAL a a BARS co HORIZONTAL BARS 4. Maximum spacing of joints shall be per the table below. 12" O.C. C, I © 12" O.C. TOP 5. Saw cuts should be made as soon as possible. , VERTICALS ELEV. 100'-0" #4 „ I ©18 O.C. I MAXIMUM SPACING OF CONTROL JOINTS #4 VERTICALS I 10 — A. R. _ 0 o a 0 I J / THICKEN SLAB TO \ " UBLE AT OLOCATIONS I Slump 4 in. to 6 in. o @ 18" O.C. Slab Maximum -size Maximum-sizeL (2) CONTINUOUS #4 \AIRPIN thickness aggregate less aggregate 3/4 1'-4" HORIZONTAL BARS IN 2 CONTINUOUS 4 , n () # (T), in. than 3 4 in. in. and larger () / FOOTING, BARS SHALL 1 -8 HORIZONTAL BARS IN TOP OF 9 BE FOOTING, BARS SHALL BE CY)W ELEV. 100'-0" 4 \ I � 4 8 ft. 10 ft. CONTINUOUS THROUGH CONTINUOUS THROUGH �, I ---------------- 5 10 ft. 13 ft. SPOT FOOTINGS SPOT FOOTINGS 6 12 ft. 15 ft. BPERIMETER GRADE BEAM DETAIL PERIMETER GRADE BEAM Q3/4"=V-0- 7 14 ft. 18 ft. 3/4"=1'-0" _DETAIL - Q) 8 16 ft. 20 ft. \ ^' APPROACH SLAB, 4" 8" 4" SLOPE AWAY FROM OPENING PER DOOR MANUFACTURER'S 5' CONCRETE SLAB WITH 6x6 W1.4xW1.4 WWM STAIR COLUMN RECOMMENDATIONS 1'-0" „ CONCRETE SLAB, SEE a"x4"x6" SPEED BY OTHERS ANCHOR RODS 6 THICKEN SLAB WITH PLAN FOR THICKNESS „ PLATES @ 24 O.C. — XXXX — X [IN (2) #5 HAIRPINS CENTER AND REINFORCING �_. �,.� (4) #4 BARS Nh THICKENED SLAB #4 CONTINUOUS =_III,_ EACH WAY I HORIZONTAL BARS �' @ 12" O.C. i_i111-Illi CONSTRUCTION JOINT CD #4 VERTICALS #4 TIES ©4" X18"O. C. _---- �' (8) #5 O.C. WITH (3) IN N00 VERTICALS — TOP 6 OF PIER 3" 1 f� SAW CUT, a OF THE 3'_0" "' v 2 -3 2 -3 CONCRETE SLAB, SEE SLAB THICKNESS, FILL WITH (2) CONTINUOUS #4 I PLAN FOR THICKNESS SELF -LEVELING SEALANT 1 -4 HORIZONTAL BARS IN AND REINFORCING FOOTING, BARS SHALL BE CONTINUOUS THROUGH `l� — — — — 7JJJ — — — — SPOT FOOTINGS BLOCKOUT AT DOORS @1/2�=V-0" THICKENED SLAB EDGE DETAIL CONTROL JOINT 3/4°=1'-0Q " (6) #5 BARS—/[ 5 -6 SQ. � � EACH WAY I. � SIDEWALL FOOTING DETAIL0 QN.T.S.CONTROL JOINTS '-0" REVISION City of Wheat Ridge Building Division in m M r cLQ ro o x o V Z o W 0 c Z"s Lo Z F to) M C) o LU 11�_ W v ZZ O Z _T C LU U C rn c a d C m m a c W� N o UCn .o 0 Z Ln M �0p0 RE�js% 0. T' �O �ESO.Mpo Fps, = 22375 = nunu� JUN 17 2020 SHEET NUMBER: Fm3 DRAWN BY. D z J. LARSEN MVE JOB NUMBER. 200513 CD 0 J w S w F•- O LLI 0 Z U z a �- 12,5 Z O m W O o N w W a � p vi Q � o a Q Z Cl) Lj O ILL OCN , w o � z 0 v r - o 0 0 �0p0 RE�js% 0. T' �O �ESO.Mpo Fps, = 22375 = nunu� JUN 17 2020 SHEET NUMBER: Fm3 DRAWN BY. T.W. z J. LARSEN MVE JOB NUMBER. 200513 CD 0 w S w N Q w z a �- 12,5 W C Q o N w W a vi Q i w Z OCN C'4 O Q N N N r - <H a a �0p0 RE�js% 0. T' �O �ESO.Mpo Fps, = 22375 = nunu� JUN 17 2020 SHEET NUMBER: Fm3 DRAWN BY. T.W. ENGINEER- J. LARSEN MVE JOB NUMBER. 200513 � ► 44" City of Wheat Ridge '/� Commercial Retaining Wall PERMIT - 202001325 PERMIT NO: 202001325 ISSUED: 07/27/2020 JOB ADDRESS: 12060 W 52nd Ave EXPIRES: 07/27/2021 JOB DESCRIPTION: Construct stacked block retaining at south end of site. Pond walls are poured concrete. Approx. 210 LF of 4-5' wall800-900 SF at south end of site. *** CONTACTS *** OWNER ( 3 0 3) 946-8921 12060 W 52ND AVENUE LLC GC (720)318-7683 MICHAEL ALDRICH 160055 NEXT CHAPTER CONSTR. MGMT. LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 4 / Industrial Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 0.00 FEES ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Plans to comply with approved CDs and landscape plan. � ► 44" City of Wheat Ridge '/� Commercial Retaining Wall PERMIT - 202001325 PERMIT NO: 202001325 ISSUED: 07/27/2020 JOB ADDRESS: 12060 W 52nd Ave EXPIRES: 07/27/2021 JOB DESCRIPTION: Construct stacked block retaining at south end of site. Pond walls are poured concrete. Approx. 210 LF of 4-5' wall800-900 SF at south end of site. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Wednesday, July 15, 2020 8:27:11 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 12060 W 52nd Ave, Wheatridge CO Property Owner Name Scott & Alice Hinkle 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" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) 303-946-8921 alice@sspsdenver.com Next Chapter Construction Management 160055 720-318-7795 Contact Email Address Mattw@realesolutions.work Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of scope of work Location of work (backyard, on roof, etc) Project Value (contract value or cost of ALL materials and labor) Upload Engineer letter, other documents on 8 1/2" x 11 " Upload Asbestos Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x 17" or larger M attw@realesol utions. work Construct stacked block retaining at south end of site. Pond walls are poured concrete. Approx. 210 LF of 4-5' wall 800-900 SF South end of site included in Site Work Cost Estimate Field not completed. Field not completed. Gradina Plan C4.10.odf 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 Matt ward Permit Email not displaying correctly? View it in your browser. MECHANICALLY STABILIZED EARTH SHEET NO. INDEX OF SHEETS S1 TITLE SHEET S2 GENERAL NOTES S3 MSE WALL PLAN VIEWS S4 MSE WALL SECTIONS & TYP. DETAILS RETAINING WALLS S&S PLUMBING W 52ND AVENUE & UNION COURT WHEATRIDGE, COLORADO + VICINITY MAP (NOT TO SCALE) PREPARED FOR BASALITE CONCRETE PRODUCTS, LLC 4900 RACE STREET DENVER, COLORADO 80216 ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections WE REQUIRE THAT THE PROJECT GEOTECHNICAL ENGINEER PERFORM A FOUNDATION SOIL OBSERVATION TO CONFIRM ASSUMED GEOTECHNICAL PARAMETERS PRIOR TO CONSTRUCTION OF THE WALL. IF SITE CONDITIONS VARY, CONTACT WALL ENGINEER WITH GEOTECHNICAL CRITERIA. ANTICIPATED SOILS: CLAYEY OR SILTY SAND AND GRAVEL THIS DESIGN AND PLAN AS WELL AS THE USE OF THESE PLANS IS EXCLUSIVE FOR BASALITE CONCRETE PRODUCTS, LLC Provide Final Engineer Letter for Wall at Final Inspection lb6 f, City of '� W heatRidge COMMUNI'7Y DEVELOPI! APPROVED Reviewed for Code Compliance Randy Slusser 7/24/2020 Plans Examiner Date Validity of oennit: fie issuance c/o penssltor opprovat of plans speciftcoVM and cornputohans shop not be a permit fo, or ort oppcovot o f any aolobon to any of the provisions of the buhlding code or of o{W City OrOx oces. Permits presuming to give outhority to violoft or conal the provisions c f tfW tint &V coda or other ongnoom o/ the City sW not be va?A Z E 9lV � w a O D Z 0'o V Q a F o —ZU Y Ugu Spencer Schram Jul 23 2020 2:37 PM k g she '8 ak::�ea��aaa�� €� 1 ggp @ gQg AR, 'g k36� I��C§yyy383 €� it Z O D U d Z 0 0 U Z O a � o J W � U z Um > w : a o J Op d' F- W In N W � coil 3 3 W a N � <b Q N W 0 Q N UU wlr N O U N w U Z0 W J7 K W U D V)O Z Umaao° HR/SPS .'S 1 rCa9687-131 s o7/z3/zozo S4 GENERAL NOTES FOR RETAINING WALLS 1.0 DESIGN BASIS 1.1 THE WALLS WERE DESIGNED PER THE 2015 INTERNATIONAL BUILDING CODE AND THE DESIGN MANUAL FOR SEGMENTAL RETAINING WALL, 3RD EDITION, BY THE NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA). 1.2 SOIL DATA WAS INTERPRETED FROM A SOILS REPORT BY YEH & ASSOCIATES, INC., PROJECT NUMBER 217-433, DATED 1 212 012 01 7. 1.3 THE DESIGN WAS PREPARED BASED ON THE CIVIL DRAWINGS AND RETAINING WALL LAYOUT BY POINT CONSULTING, LLC FOR THE SUBJECT SITE, PROJECT NUMBER 19.061, DATED 01/1312020. 1.4 SURCHARGE LOADING - LIVE LOAD = 100 PSF FOR PARKING. 1.5 HYDROSTATIC DESIGN - GROUND WATER/PHREATIC SURFACES WERE NOT CONSIDERED IN THE WALL DESIGN. WATER SURFACE WAS ASSUMED TO BE SUFFICIENTLY BELOW BOTTOM OF WALL AS TO NOT INFLUENCE INTERNAL, EXTERNAL, OR GLOBAL STABILITY. 2.0 MATERIALS 2.1 BLOCK MODULAR BLOCK FOR SEGMENTED RETAINING WALLS SHALL BE ALLAN BLOCK CLASSIC UNITS AS SHOWN ON DETAILS, AND SHALL BE INSTALLED PER MANUFACTURER'S CONSTRUCTION GUIDELINES. CAP UNITS SHALL BE PERMANENTLY SECURED USING AN APPROVED CONSTRUCTION ADHESIVE PER BLOCK MANUFACTURER'S RECOMMENDATIONS. FOR SEGMENTED WALLS EACH COURSE OF BLOCKS SHALL BE COMPLETELY FILLED WITH DRAINAGE GRAVEL BEFORE PLACING NEXT COURSE. 2.2 GEOGRID: GEOGRID REINFORCEMENT SHALL BE MIRAGRID MANUFACTURED BY TENCATE, AS SHOWN ON DETAILS, AND SHALL BE INSTALLED PER MANUFACTURER'S CONSTRUCTION GUIDELINES. 2.3 REINFORCED BACKFILL SOILS: REINFORCED BACKFILL MATERIAL SHALL BE IMPORTED SOILS AND SHALL MEET THE STRENGTH REQUIREMENTS AS DEFINED BELOW AND IN SECTION 7.0. THIS MATERIAL SHALL BE CDOT CLASS 1 STRUCTURAL FILL WITH THE FOLLOWING PARAMETERS: PHI ANGLE = 34°, UNIT WEIGHT = 120 PCF, PI<6, LL<35 GRADATION SIEVE SIZE PERCENT PASSING V 100 NO. 4 30-100 NO. 50 10-60 NO. 200 5-20 2.4 RETAINED SOIL: RETAINED SOIL/FILL MATERIALS SHALL BE FREE OF EXCESS MOISTURE, ROOTS, MUCK, SOD, SNOW, FROZEN LUMPS, ORGANIC MATTER OR OTHER DELETERIOUS MATERIALS. ALL ROCK PARTICLES AND HARD EARTH CLODS SHALL BE LESS THAN 3 INCHES IN THE LONGEST DIMENSION. 2.5 GRAVEL LEVELING PAD: THE GRAVEL LEVELING PAD SHALL BE A MINIMUM OF 6 INCHES THICK MATERIAL SHALL CONSIST OF 3/4 -INCH MINUS FREE DRAINING AGGREGATE WITH LESS THAN 3 PERCENT PASSING THE NO. 200 SEIVE. (#57 OR #67 CONCRETE AGGREGATE IS ACCEPTABLE) THE LEVELING PAD SHALL EXTEND LATERALLY AT LEAST A DISTANCE OF 6" FROM THE TOE AND HEEL OF THE LOWERMOST RETAINING WALL UNIT. 2.6 WALL DRAINAGE MATERIALS: DRAINAGE STONE SPECIFIED SHALL BE CRUSHED RECYCLED CONCRETE OR 314 INCH MINUS FREE DRAINING AGGREGATE WITH LESS THAN 3 PERCENT PASSING THE NO. 200 SIEVE (#57 OR #67 CONCRETE AGGREGATE IS ACCEPTABLE). 2.7 FILTER FABRIC: IF REQUIRED PER DETAILS, FILTER FABRIC SHALL BE MIRAFI 14ON OR EQUIVALENT. 3.0 EXCAVATION AND SUBGRADE PREPARATION 3.1 PRIOR TO CONSTRUCTION OF THE RETAINING WALLS, THE CONTRACTOR SHALL CLEAR AND GRUB THE BACKFILL ZONE AREA, REMOVING TOPSOIL, BRUSH, SOD OR OTHER ORGANIC OR DELETERIOUS MATERIAL. ANY UNSUITABLE SOILS SHALL BE OVER -EXCAVATED, REPLACED AND COMPACTED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. 3.2 EXCAVATION SHALL CONFORM TO CURRENT OSHA REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR SHORT TERM STABILITY OF THE EXCAVATION AND WALLS. THE SLOPES ABOVE AND BELOW THE WALL SHOULD BE MAINTAINED STABLE DURING CONSTRUCTION. 3.3 ANY CONSTRUCTION TRAFFIC, EQUIPMENT, MATERIALS, OR STOCKPILES SHOULD BE KEPT AT LEAST 10 FEET AWAY, OR THE DISTANCE OF WALL HEIGHT (WHICHEVER IS GREATER) FROM THE TOP OF THE EXCAVATED SLOPES. 3.4 SUBGRADE AT THE BASE OF THE WALLS SHALL BE NATIVE UNDISTURBED MATERIAL OR CONTROLLED, WELL COMPACTED FILL COMPACTED TO A MINIMUM OF 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D 698, AT A MOISTURE CONTENT WITHIN 2 PERCENT OF OPTIMUM. 3.5 FOUNDATION SOILS SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER OR ENGINEER'S REPRESENTATIVE WHO SHALL CONFIRM THAT THE SITE HAS BEEN PROPERLY PREPARED AND THE DESIGN PARAMETERS IN SECTION 7.0 ARE APPROPRIATE PRIOR TO FILL PLACEMENT. IF ACTUAL SOIL CONDITIONS DIFFER FROM DESIGN ASSUMPTIONS, THE WALL DESIGN MUST BE REISSUED AND MAY SUBSTANTIALLY CHANGE. 4.0 FILL PLACEMENT 4.1 FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN UNCOMPACTED THICKNESS FOR HEAVY COMPACTION EQUIPMENT. FOR ZONES WHERE COMPACTION IS ACCOMPLISHED WITH HAND OPERATED EQUIPMENT, FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN UNCOMPACTED THICKNESS. ONLY HAND -OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 3 FEET OF THE BACK FACE OF WALL. 4.2 REINFORCED BACKFILL MATERIALS SHALL BE PLACED FROM THE BACK OF THE FACING UNITS TOWARD THE ENDS OF THE GEOGRID TO ACHIEVE TENSIONING OF THE REINFORCEMENT. 4.3 FILL SHALL BE COMPACTED AS SPECIFIED BY PROJECT SPECIFICATIONS OR TO A MINIMUM OF 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D 698, AT A MOISTURE CONTENT WITHIN 2 PERCENT OF OPTIMUM. IF CRUSHED ROCK IS USED, IT SHOULD BE PLACED IN LIFTS AND WORKED UNTIL STABLE. 4.4 TESTING METHODS AND FREQUENCY, AND VERIFICATION OF MATERIAL SPECIFICATIONS SHALL BE THE RESPONSIBILITY OF THE OWNER'S ENGINEER OR ENGINEER'S REPRESENTATIVE. COMPACTION TESTS SHALL BE PERFORMED AT INTERVALS DEEMED NECESSARY BY THE GEOTECHNICAL ENGINEER. TEST LOCATIONS SHALL BE AT THE GEOTECHNICAL ENGINEER'S DISCRETION. 5.0 GEOGRID 5.1 GEOGRID SHALL BE PLACED AT THE LOCATIONS, ELEVATIONS, AND LENGTHS SHOWN ON THE DRAWINGS. GEOGRID LENGTH IS MEASURED FROM THE FRONT FACE OF THE WALL, EXTENDING TO THE TAIL OF THE GEOGRIDS. NO CHANGES TO THE GEOGRID LAYOUT INCLUDING, BUT NOT LIMITED TO, LENGTH, GEOGRID TYPE, OR ELEVATION, SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF CTLITHOMPSON, INC. 5.2 GEOGRID REINFORCEMENT SHALL BE CONTINUOUS THROUGHOUT ITS EMBEDMENT LENGTH AND SHALL NOT BE SPLICED. 5.3 PRIOR TO PLACING FILL, THE GEOGRID MATERIALS SHALL BE PLACED OVER THE ENTIRE TOP OF THE BLOCK GEOGRID SHALL BE ROLLED OUT HORIZONTALLY ON PROPERLY COMPACTED, LEVEL BACKFILL. THE LONG AXIS OF THE ROLL (HIGHEST DESIGN STRENGTH AXIS) SHALL BE PERPENDICULAR TO THE WALL FACE. IF BI -AXIAL GRID IS SPECIFIED, LONG AXIS MAY BE PARALLEL TO THE FACE AS LONG AS THE ROLL WIDTH IS EQUAL TO OR WIDER THAN THE REQUIRED LENGTH. SEE MANUFACTURER FOR ADDITIONAL INFORMATION. 5.4 A MINIMUM OF 3 INCHES OF REINFORCED BACKFILL SHALL BE PLACED BETWEEN OVERLAPPING LAYERS OF GEOGRID REINFORCEMENT. 5.5 TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. A MINIMUM BACKFILL THICKNESS OF 6 INCHES IS REQUIRED FOR OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF TRACKED VEHICLES SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND/OR THE GEOGRID. RUBBER -TIRED VEHICLES MAY PASS OVER THE GEOGRID REINFORCEMENT AT SLOW SPEEDS, LESS THAN 10 MPH. SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED. 6.0 DRAINAGE 6.1 SURFACE WATER SHALL NOT BE ALLOWED TO ENTER THE WALL CONSTRUCTION AREAS. AT THE END OF EACH WORK DAY, BACKFILL SURFACE SHALL BE GRADED AWAY FROM THE WALL FACE A MINIMUM OF 2 PERCENT SLOPE. 6.2 EXCAVATED SLOPES SHALL BE PROTECTED AGAINST EROSION TO REDUCE THE POTENTIAL FOR SLOUGHING AND SLOPE FAILURE. 6.3 THE ENGINEERING, DESIGN ANALYSIS, AND DETAILING CONSIDERS FINAL GRADING IN THE VICINITY OF THIS WALL IS ACCOMPLISHED AND MAINTAINED IN ACCORDANCE WITH THE GRADING PLAN PROPOSED BY THE CIVIL ENGINEER. FINISHING SOIL OR VEGETATION SHOULD BE PLACED AS SOON AS POSSIBLE TO PROTECT AND AVOID EROSION AROUND THE WALLS. 6.4 THE REINFORCED WALL HAS BEEN DESIGNED ON THE BASIS THAT THE REINFORCED BACKFILL MATERIAL DOES NOT BECOME SATURATED DUE TO PONDING OF WATER AND THAT IRRIGATION IS NOT EXCESSIVE AS TO SATURATE THE BACKFILL. CTL DOES NOT RECOMMEND THAT TREES BE PLANTED WITHIN 10 FEET OF THE TOP OF ANY RETAINING WALL OR REINFORCED BACKFILL ZONE. 6.5 CARE SHALL BE TAKEN NOT TO CONTAMINATE THE GEOTEXTILE FABRIC AND/OR DRAINAGE STONE WITH CLAY OR SILT SOILS OR OTHER DELETERIOUS MATERIALS. 6.6 WALL DRAINS SHALL BE 4 -INCH PERFORATED HDPE PIPE WITH SOCK PER DETAILS, UNLESS NOTED OTHERWISE. ALL DRAINS SHALL SLOPE A MINIMUM OF 2% UNLESS NOTED OTHERWISE. ALL DRAINS SHALL OUTLET AT LEAST EVERY 100 FEET AND AT LOW POINTS. EXIT TO STORM SEWER OR DAYLIGHT. COORDINATE EXIT LOCATIONS WITH CIVIL ENGINEER. 7.0 DESIGN PARAMETERS 7.1 DESIGN OF THE RETAINING WALLS ARE BASED ON THE FOLLOWING PARAMETERS: STATIC EFFECTIVE =1.5 MOIST =1.5 FRICTION EFFECTIVE UNIT =1.5 ANGLE COHESION WEIGHT REINFORCED BACKFILL 34 0 PSF 120 PCF (CLASS 1 CDOT STRUCTURAL FILL) BEARING, MINIMUM =2.0 GLOBAL STABILITY, MINIMUM RETAINED SOIL (CLAYEY SAND) 30 0 PSF 120 PCF FOUNDATION SOIL (CLAYEY SAND) 30 0 PSF 120 PCF 7.2 ANTICIPATED SOILS: CLAYEY OR SILTY SAND AND GRAVEL 8.0 FACTORS OF SAFETY: 8.1 INTERNAL STABILITY STATIC GEOGRID TENSILE STRENGTH, MINIMUM =1.5 GEOGRID PULLOUT CAPACITY, MINIMUM =1.5 GEOGRID CONNECTION STRENGTH, MINIMUM =1.5 SLIDING AT LOWEST GEOGRID, MINIMUM =1.5 INTERNAL COMPOUND STABILITY, MINIMUM =1.3 8.2 EXTERNAL STABILITY STATIC SLIDING AT MSE BASE, MINIMUM =1.5 OVERTURNING, MINIMUM =2.0 BEARING, MINIMUM =2.0 GLOBAL STABILITY, MINIMUM =1.3 9.0 SPECIAL PROVISIONS 9.1 THE DESIGN PRESENTED HEREIN IS BASED ON SOIL PARAMETERS, FOUNDATION CONDITIONS, GROUND WATER CONDITIONS, AND SURCHARGES STATED IN SECTION 1.0 AND 7.0. ANY REVISIONS TO DESIGN PARAMETERS OR STRUCTURE GEOMETRY SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 9.2 NOT USED 9.3 THE OWNER IS RESPONSIBLE FOR ENSURING THAT A QUALIFIED GEOTECHNICAL ENGINEER PERFORMS AN EVALUATION OF THE FOUNDATION SOIL AND ITS ALLOWABLE BEARING CAPACITY. THE OWNER IS RESPONSIBLE TO NOTIFY CTLITHOMPSON IF THE ASSUMED VALUES ARE NOT APPROPRIATE FOR THE SITE. 9.4 THE OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR REVIEWING AND VERIFYINGTHAT THE ACTUAL SITE CONDITIONS ARE AS DESCRIBED IN SECTION 7.0 PRIOR O TO AND DURING CONSTRUCTION. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE ON-SITE TO ASSURE THE PROVISIONS OF THE CONSTRUCTION NOTES ARE FOLLOWED. 9.5 IF ANY ROCK FORMATIONS AND/OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, IMMEDIATELY CONTACT CTLITHOMPSON, INC. AND THE OWNER'S REPRESENTATIVE. 9.6 CTLITHOMPSON DOES NOT RECOMMEND INSTALLING UTILITIES WITHIN THE REINFORCED ZONE OF MSE WALLS DUE TO FUTURE MAINTENANCE ISSUES, POSSIBLE SETTLEMENT, REDUCTION OF SOIL INTEGRITY, ETC. IF UTILITIES MUST BE INSTALLED WITHIN CLOSE PROXIMITY TO MSE STRUCTURES, SETTLEMENT OF THOSE UTILITY LINES SHOULD BE ANTICIPATED. MECHANICAL CONNECTIONS FOR UTILITY LINES CARRYING WATER OR OTHER FLUID MUST BE USED. SLIP JOINTS ARE NOT ALLOWED. 9.7 MECHANICALLY STABILIZED EARTH RETENTION SYSTEMS ARE FLEXIBLE STRUCTURES THAT WILL EXPERIENCE SETTLEMENT. MOST STANDARD SEGMENTAL RETAINING WALL FACE UNITS CAN TOLERATE A DIFFERENTIAL SETTLEMENT OF 1% (ABOUT 6- FOR EVERY 50 FEET ALONG THE WALL ALIGNMENT). PROJECT SPECIFIC TOTAL AND DIFFERENTIAL SETTLEMENT LIMITS SHOULD BE DEFINED BY THE OWNER OR OWNER'S REPRESENTATIVE AND EVALUATED BY THE PROJECT GEOTECHNICAL ENGINEER. WHERE LARGE SETTLEMENT AND/OR GREATER DIFFERENTIAL SETTLEMENT THAN 1% IS EXPECTED, FOUNDATION (SOIL) IMPROVEMENT SHOULD BE CONSIDERED. 9.8 CTLITHOMPSON RECOMMENDS ALL WALLS BE INSTALLED BY AN EXPERIENCED CONTRACTOR. THE CONTRACTOR SHALL VERIFY WALL LOCATIONS, ELEVATIONS, AND GEOMETRY AS WELL AS ANY EXISTING STRUCTURES OR UNDERGROUND FEATURES PRIOR TO EXCAVATION AND CONSTRUCTION. 9.9 A COMPLETE SET OF APPROVED CONSTRUCTION DRAWINGS AND CONTRACT SPECIFICATIONS SHALL BE ON-SITE AT ALL TIMES DURING CONSTRUCTION OF THE REINFORCED RETAINING WALL. 9.10 THIS DESIGN IS ONLY VALID FOR THE PROPOSED RETAINING WALLS AS SHOWN HEREIN. 9.11 GLOBAL STABILITY ANALYSIS IS BASED ON THE REFERENCED PLANS, SOILS REPORT, AND SITE CONDITIONS. MODIFICATION TO SITE CONDITIONS BY OTHERS IN THE FUTURE WILL REQUIRE ADDITIONAL ANALYSIS. 9.12 THE OWNER IS RESPONSIBLE FOR PROVIDING QUALITY ASSURANCE AND TESTING SERVICES DURING CONSTRUCTION. IN ORDER FOR CTL TO COMPLETE A RETAINING WALL CONFORMANCE STATEMENT, CTL MUST BE CONTRACTED TO PERFORM THESE SERVICES. THE CONTRACTOR SHALL NOTIFY OUR OFFICE AT LEAST 48 HOURS BEFORE CONSTRUCTION BEGINS. COMPACTION TEST REPORTS OF THE FOUNDATION AND BACKFILL SOILS SHALL BE FORWARDED TO OUR OFFICE FOR OUR REVIEW. REQUIRED QUALITY ASSURANCE OBSERVATIONS REQUIRED OBSERVATIONS: OBSERVATION PERFORMED EY' NOTE: OPEN-HOLE/SOIL VERIFICATION CTL THOMPSON OTHER OBSERVATIONS MAY BE LEVELING PAD CTL THOMPSON REQUIRED BY THE CITY OR OTHER ENGINEERS WORKING ON THIS WALL DRAIN CTL THOMPSON PROJECT. GEO GRID CTL THOMPSON COMPACTION CTLTHOMPSON City of A att i ge Building Division a O E v v E IL Ho 5 au� A - r o a o a 00 Z N Z 9 1. �a acv °xz= r- o - -ZU Y Uvu Spencer Schram Jul 23 2020 2:37 PM =b sIF1- -l;"a a5gar Fess €y z 0 H -I O U z O U U Z o O � Q 1 O ~-1 w E-1 U p Z U z Um ; w g Q 0 J Z Q F- a z < �I 0 uV) w °z �1 m a 00 Q N I w O a N FUU w O J U M U O N N Ww U Z M 1� ~ U U a U o U 0 (no p Z C M 0_ ° THR/SAS THR S 2 r0094a7-131 n D7/23/2020 S 4 w 1,�n ' EXISTING SIDEWALK - - � 5 _ &g� ° � � 94.30 M1=� 95.00 M E 95.05 ME� N89 11 13.00E 80.00 94.30-, /94.09 ME--' 93.85 MEQ % 6 94.41 93.33 MEQ LS 94L71.20% 41 93.01 ME 92.48 ME92.28 ME 91.27 ME 93.57 l� EXISTING ASPHALT EDGE LS 94.50 94.50 94.48 6 11 50 CONTRACTOR TO COORDINATE INTERNAL GRADING S&S PLUMBING 94.00 50 7000 SF 50 F. F. E = 5494.50 94.50 5 93.84 ME 94.06 ME 94.03 93.97'N 93.91 "1 92.94 TW t 1- 3' PROPOSED 0.1 WALL 1 97901 11 rr 93 ®93.48 RIM ME 92.94 TW '02 BW 88.52 BW \ N & 8 jp I v Ln O� a 11J O LS 94.63 ME� pJ ze EXISTING ASPHALT ���__�-4.36 .� %� 0.5896�� (2. 94.30-, /94.09 ME--' 93.85 MEQ % 6 94.41 93.33 MEQ LS 94L71.20% 41 93.01 ME 92.48 ME92.28 ME 91.27 ME 93.57 l� EXISTING ASPHALT EDGE LS 94.50 94.50 94.48 6 11 50 CONTRACTOR TO COORDINATE INTERNAL GRADING S&S PLUMBING 94.00 50 7000 SF 50 F. F. E = 5494.50 94.50 5 93.84 ME 94.06 ME 94.03 93.97'N 93.91 "1 92.94 TW t 1- 3' PROPOSED 0.1 WALL 1 97901 11 rr 93 ®93.48 RIM ME 92.94 TW '02 BW 88.52 BW \ N & 8 jp I v Ln O� a 11J O z[92. �0 LL z m D 88.52 EXI 0 BU 1.5493 TW _75 TW 1 L EMERGENCY U SPILLWAY 75 TW Z�EXISTI ?92.94 TW CONCn .50 UL.V4 LF' 92.57 94 94.50 9.50 93.87 1.90% 11 BW 6 p 94.50 0.5096- -- 8000 18' 39.W'I -�75494---_ GB 94.00 `93.98 93.91 •146.87' 2 7 1 $ � � I 7 N :1 MAX EXISTING o s� �o� O0 93.18 93.11 BUILDIN 7 )'2.65 GB E;10,1D 93.27 GRASS SWALE ON 11x17 SHEET) L3,22 LEGEND: `93.00LS 91.85 BW PROPOSED RETAINING WALL 93.11 _ N 1� - 90.6`BW 8 NOTE: -BASE DRAWINGS WERE PROVIDED BY POINT CONSULTING, LLC "' 93.90 93.29 90.21 BW -�Sq• -TOP OF WALL (TW) AND BOTTOM OF WALL (BW) ELEVATIONS SHOWN ARE 0.50% BASED ON FINISHED GRADE ELEVATIONS SHOWN ON BASE DRAWING. ALTERATIONS MAY BE NEEDED IN THE FIELD PER AS -BUILT CONDITIONS 94.40 TW s-0.03' S89° 11' 13.0 C - - 89.00 BW 3,79 TW THIS DESIGN IS BASED ON THE BASE DRAWINGS SHOWN HEREIN 89.80 BW - _ 8 (PROVIDED BY POINT CONSULTING, LLC) THESE DRAWINGS 8 EXISTING ASPHALT LOT WERE USED TO DETERMINE THE PROXIMITY OF ROADS, EXISTING AND PROPOSED BUILDINGS (VISIBLE ON THE PLANS), AND OTHER ELEMENTS AFFECTING SURCHARGES AND EXCAVATIONS NEAR THE MSE WALLS. ANY ELEMENTS NOT SHOWN ON THESMRAWII% S WERE NOT CONSIDERED IN OUR DESIGN. IFTHE C �j CHANGE, WE SHOULD BE CONTACTED TO RE-EVALUATE THE MSE MSE WALL PLAN VIEW WALL DESIGN. CONTRACTOR N RESPONSIBLE T STABILITY OF EXCAVATION AND WALLS DUR Mme OPERATIONS. Building Division Z 0 E . a E IL �o a iWi ~ W Q H a K 0 i =�m .10 €= =Y UE1 �a Spencer Schram 3u123 2020 2:37 PM ab € ape, h IIm�k'� `c YLL: HaF�l�a�d. k: E tl€3z�Si s al.a.�� a a=_ z O 0 o U Z U o U Z o O a a �o W J Z o Z UZ m w � a o0 J Q oc Oa Z �Lo L0 w a V) �Q N a W Q N W W O Q N �l� ZJa•OW.-. f- VO NOwo W 0 t C)ti < cz Z H JD w W O Um 0 Z Q 0 m W O maaou 2s07/3/2 02C — 4" CAPSTONE, GLUE IN PLACE PER MFR. .__ 12„ +1- COMPACTED LOW PERMEABILITY SOIL SLOPE - TW ELEv 4To A BACKFILL TO BE DRAINAGE N a o — GRAVEL PER NOTES n U Qw= = y 2,IL LU E001 o 12btf1NUNIT UNDISTURBED OR PROPERLY PREPARED m FALL — SUBGRADE PER GENERAL NOTES 4' MIRAGRID 2XT 4" DIA. DRAIN PER GENERAL NOTES, 6 EXTEND TO STORM DRAIN OR DAYLIGHT m — EMBED WALL 6" MIN. 5.67' ALLAN BLOCK CLASSIC BLOCK WALL — WITH 6" SETBACK, FILL BLOCK VOIDS WITH CLASS 1 FILL GRAVITY RETAINING WALL SECTION LEVELING PAD PER DETAIL N.T.S. GEOGRID LAYER MUST BE INSTALLED INTO THE OUTSIDE CORNER WITH THE PRINCIPLE DIRECTION RUNNING PERPENDICULAR TO THE WALL FACE BLOCK CORNER UNIT— PRINCIPLE REINFORCEMENT DIRECTION BLOCK UNIT —GEOGRID MUST BE PLACED ONE COURSE ABOVE OR BELOW ADJACENT LAYER ON THE RETURN SIDE OF THE CORNER TO ELIMINATE GEOGRID CONTACT Z�U deo EXTERIOR CORNER DETAIL FENCE POST SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. SLEEVE -IT"' 1224R CAP UNIT 17'0X24" DEEP CUT THE GEOGRID FILL SLEEVE WITH AROUND THE 1y CONCRETE, SET SLEEVE -R"' SYSTEM FENCE POST AS NECESSARY X -� RECYCLED CONCRETE SRW UNIT FILL REINFORCED BACKFILL ZONE GEOGRID 'FENCING SYSTEMS APPROVED FOR USE WITH SLEEVE -Ir" 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK -UP TO 8 -FT, PRIVACY -UP TO 6 -FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. DETAIL OF FENCE POST INSTALLATION USING SLEEVE-ITTm 1224R N.T.S. SLEEVE -IT TO BE INSTALLED AT V-0" O.C. MAX ALLAN CLASSIC UNIT LEVELING PAD z' -D" STEP DETAIL SIDE VIEW 3 in (75 mm) OF FILL MATERIAL OLItI IIOGfI OGTAICL�I RADIUS DETAIL LEVELING PAD DETAIL F- n o< U S + 0 Y W U =O C7 m LU ov WALL 1 CHART WALL DESIGN NUMBER OF LENGTH OF GEOGRID HEIGHTFT(DH)l COURSES GEOGRID (RL) 3.00' 4 4' MIRAGRID 2XT 3.67' 5 4' MIRAGRID 2XT 4.33' 6 4' MIRAGRID 2XT 5' MIRAGRID 2XT 5.00' 7 5.67' 8 5' I MIRAGRID 2XT 'NOTE: BOTTOM GRID SHOULD BE NO MORE THAN 2 BLOCKS ABOVE BOTTOM OF WALL TYPICAL WALL 1 SINGLE TIER RETAINING WALL SECTION SCALE la"- V-0" 4" CAPSTONE, GLUE IN PLACE PER MFR. 12" +1- COMPACTED LOW PERMEABILITY SOIL 12" MIN. DRAINAGE GRAVEL BEHIND WALL FACE PER GENERALNOTES ALLAN BLOCK CLASSIC BLOCK WALL WITH 6" SETBACK, FILL BLOCK VOIDS WITH DRAINAGE GRAVEL BACKFILL TO BE CDOT CLASS 1 STRUCTURAL FILL PER GENERAL NOTES EMBED WALL 6" MIN. 4" DIA DRAIN PER GENERAL NOTES, EXTEND TO STORM DRAIN OR DAYLIGHT UNDISTURBED OR PROPERLY PREPARED SUBGRADE PER GENERAL NOTES LEVELING PAD PER DETAIL City of Wheat Ridge Building Division Z 0 E r Q J w a 0 U z N zmo pyo 0t z Y USIi A Spencer Schram Up] 23 2020 2:37 PM 11h11et:Plai;lag 9E € tlRax�� 19 '�9';S Ha eI�N dFN 6 'p M €R"'3se s€ N MIS � �SE P:I!€ an Z Oof 0 O U Z O O U Z o QQ 1 � O W 0 o [D Z U UZ m > w Q OL Q D- O Z Z < 0 V) w UQ N n a � < N I w D: o 1 w N Q m m 0- 07V I'1 U N w U Z M F U U K W O NO Z Ua� w o ma a o u HR/SAS THR S 4 FC09467-131 •� 07�233�2a2e S 4 •' I�U -I IF111 ll�ll �11�— ®i �.a 'NOTE: BOTTOM GRID SHOULD BE NO MORE THAN 2 BLOCKS ABOVE BOTTOM OF WALL TYPICAL WALL 1 SINGLE TIER RETAINING WALL SECTION SCALE la"- V-0" 4" CAPSTONE, GLUE IN PLACE PER MFR. 12" +1- COMPACTED LOW PERMEABILITY SOIL 12" MIN. DRAINAGE GRAVEL BEHIND WALL FACE PER GENERALNOTES ALLAN BLOCK CLASSIC BLOCK WALL WITH 6" SETBACK, FILL BLOCK VOIDS WITH DRAINAGE GRAVEL BACKFILL TO BE CDOT CLASS 1 STRUCTURAL FILL PER GENERAL NOTES EMBED WALL 6" MIN. 4" DIA DRAIN PER GENERAL NOTES, EXTEND TO STORM DRAIN OR DAYLIGHT UNDISTURBED OR PROPERLY PREPARED SUBGRADE PER GENERAL NOTES LEVELING PAD PER DETAIL City of Wheat Ridge Building Division Z 0 E r Q J w a 0 U z N zmo pyo 0t z Y USIi A Spencer Schram Up] 23 2020 2:37 PM 11h11et:Plai;lag 9E € tlRax�� 19 '�9';S Ha eI�N dFN 6 'p M €R"'3se s€ N MIS � �SE P:I!€ an Z Oof 0 O U Z O O U Z o QQ 1 � O W 0 o [D Z U UZ m > w Q OL Q D- O Z Z < 0 V) w UQ N n a � < N I w D: o 1 w N Q m m 0- 07V I'1 U N w U Z M F U U K W O NO Z Ua� w o ma a o u HR/SAS THR S 4 FC09467-131 •� 07�233�2a2e S 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _:�9r INSPECTION NOTICE Inspection Type: Job Address: �� Permit Number: VI - e" eC)'s N fa iink c r aft ❑ No one available for inspection: Time uAM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hUp✓/www. ci. wheatridge. co. usfinspe c tio n Date: ' c '' aUol\u, Inspector.'7), � DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: f ' c Permit Number: C , n. , Ile- r , ❑ No one available for inspection: Time l� ~ AM/PM Re -Inspection required: Yes No When corrections have been hedule for re-inspecti n online at: http.VAvww.ci.wheatridge.co.us,kspecti'op ' �� Dat " pectora � DO NOT RE VE THIS NOTICE City of Wheat Ridge Commercial New Structure PERMIT - 202000756 PERMIT NO: 202000756 ISSUED: 06/23/2020 JOB ADDRESS: 12060 W 52nd Ave EXPIRES: 06/23/2021 JOB DESCRIPTION: Construction of new office/warehouse building - 8,730 sq ft total *** CONTACTS *** OWNER (303)274-2340 12060 W 52ND AVENUE LLC GC (720)318-7683 MICHAEL ALDRICH 160055 NEXT CHAPTER CONSTR. MGMT. LLC SUB (303)477-5116 ROBERT SECHLER 019506 SECHLER ELECTRIC CO SUB (303)274-2340 WAYNE & ALICE HINKLE 021125 S&S PLUMBING SERVICES, INC. SUB (303)789-2740 DANIEL E. PARSONS 020070 CRYTON INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 4 / Industrial Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,303,298.00 FEES Total Valuation 0.00 Plan Review Fee 5,010.49 Use Tax 27,369.26 Permit Fee 7,708.45 Engin. Review Fee 300.00 ** TOTAL ** 40,388.20 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. The issuance of a building permit shall not be construed to be approval of a business license. Site signage will require separate permits. All landscaping shall be in conformance with Section 26-502 Code. All landscaping shall be installed in accordance with prior to C.O., a landscape escrow agreement with financial of the cost of the installation shall be required. Dumpster screening must be completed by final inspection. of the Zoning and Development the approved landscape plan guarantee in the amount of 1250 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include al I entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. Theissuance or gr ng of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City uf Whont Ridye O6/23/2O2O �0N CD8O2J12'/ 3q 988.62 8PS� 12U6U W 52nd �ve , APPL/PERMIT NO� 2O20007�6 �OUN pAyM�wT KECEIVEU 34`988.62 �P / OO28 �UTH COUE� 769351Y9 34`988.62 _� From: no-reolv(alci.wheatridae.co. us To: CommDev Farm is Subject: Online Form Submittal: New Commercial Construction Date: Friday, April 24, 2020 10:39:30 AM New Commercial Construction Items Needed to Submit THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Do you have the Signed Proof of Submission Form to Water District, Signed Proof following ready to of Submission Form to Sanitation District, Signed Proof of attach to this Submission Form to Fire District application? These Property Owner Phone forms are required to Number (enter WITH submit for plan review. dashes, eg 303-123- Upload Proof of 2020 04 23 VALLEY WATER PROOF OF SUBMISSION.Ddf Submission to Water Property Owner Email District Address Upload Proof of 2020 04 23 FRUITDALE SANITATION DISTRICT PROOF OF Submission to SUBMISSION.Ddf Sanitation District Upload Proof of 2020 04 23 ARVADA FIRE PROOF OF SUBMISSION.Ddf Submission to Fire District Step 2 PROPERTY INFORMATION Property Address 12060 WEST 52ND AVE. WHEAT RIDGE CO 80033 Property Owner Name ALICE HINKLE Property Owner Phone 303-274-2340 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email alice@sspsdenver.com Address APPLICANT INFORMATION Applicant Name Mark McPherson AIA What is your role in the Architect project? Contact Name for Plan Mark McPherson Review Comments Contact Phone Number 303-638-2321 (enter WITH dashes, eg 303-123-4567) Contact Email Address mark@mcphersonarchitecture.com for Plan Review Comments Plan Review Contact mark@mcphersonarchitecture.com Email DESCRIPTION OF WORK Detailed Scope of The project scope consists of construction for a new Work - Example: New office/warehouse building of approximately 8,730sf and includes Commercial Building site development, pre-engineered structure, foundation, exterior for Rogers Grocery metal wall and roof panels and storefront with manufactured Market stone at exterior walls on Level 1. The interior scope of work includes office partitions, ceilings, electrical, hvac, lighting, finishes and plumbing fixtures. Square Footage of 8,730 New Construction Engineering Letters Field not completed. and Other Letter Size Attachments Energy Calcs 2020 04 05 SS PLUMBING COMcheck-WEB COMPLIANCE REPORT.PDF Structural Calcs 2020 04 10 SS PLUMBING - STRUCTURAL CALCULATION PACKAGE Ddf Construction Plans 2020 04 13 ARCH + STRUCT + M E PERMIT scanned on 11'x17" or SET STAMPED.Ddf larger Project Value (contract 1,450,000 value or cost of ALL materials and labor) PLAN REVIEW FEE IS REQUIRED AT TIME OF SUBMITTAL Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" ,A lei uG\ Lei :».]0111101.7A:;RarGa01.lnLei Ga01.IF-mel »:1rfd:10r1 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 Mike Aldrich Permit Email not displaying correctly? View it in your browser. David F. Brossman, Development Review Engineer OK to issue, 05/21/2020 A Drainage Certification accompanied by As -Built Plans or updated CCP shall be required prior to issuance of the Certificate of Occupancy. Mark McPherson From: Matt Ward <Mattw@realesolutions.work> Sent: Thursday, April 23, 2020 4:46 PM To: Mark McPherson Subject: FW: Permit application accepted - Arvada Fire Protection District From: No Reply@mobile-eyes.com <NoReply@mobile-eyes.com> Sent: Thursday, April 23, 2020 3:23 PM To: maid richnccmC@outlook.com <maIdrich nccmC@outlook.com> Subject: Permit application accepted - Arvada Fire Protection District Your permit request for S&S Plumbing Services at 12060 West 52ND Avenue Wheat Ridge, CO 80033 has been accepted. Plans are reviewed in the order they are received. The approximate review turnaround time is 2 weeks. There are NO expedited reviews. The Job Number is: 200423001 Description: Develope raw land site. Construct new metal building, 7,000 foorprint, 8,760 total Will be owner occupied by S&S Plumbing, a commercial plumbing contractor. Office space & warehouse/ shop space. City or W heat P,idgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033.8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission, Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Z7i Zo2 Project Address: 12-06) �t °�Z=� AIL k,)/ L)64//LGr)44t (I X133 Name of Firm/Individual submitting documents: 41i -5�7- & .5 01-L-/ ,y/�C®j/—GL`GILt el— Project Type/Description: '/ 3P O Signature of Firm Representative or Individual: //''�t�rit DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, Gary Charbonnier am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District • Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: e 74�-L< 4 (–JL,J� Date: April 23,2020 "A* City of "`�'" Wheat CITY Of W19UR@GE BUILDM AND INSPECTION SFRVICES DIVISIc N 7566 W 24th rive Wheat Ridge, CO 80013-$601 p, 3©1235.2855, f, 309.237.$929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Applicatipn at the time af,submisslon, Applications presented for submission without a completed Proof of Submission farm from a required agency will not be accepted or processed. Date: Project Address: Z earat� C t l G =f�(. _ Ltd,? d✓Ct 1kS 33 Name of Firm/Individual submitting documents: 4 -!E -5 0/'L/ g12✓e %f d `G.dc ProjectType/Description: Signature of Firm Representative or Individual: the above. Agency represented: (Please check one) Y o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District • Halley Water District o Denver Water Agency Notes: torized representative of the agency indicated below of documents necessary for review and approval of a Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruldale Sanitation District o Westridge Sanitation District o Other city of Wh6at Image /MUNIIY DEVELOPM[NT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 1 d ,U i , 0 W � 5,2 r)A Av - — General Contractor: Lnr) P flsLl,cc°d ( ]� FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: tC, P.0 In l -K ��eC4-ff, , G 00 Contact Phone #: (3ol)'417 -.5112 Wheat Ridge Contractor License #: 01 C6 0( -e (required field) State License #: h),:) ),:) Master License #: 115 b Printed Name of Authorized Agent Signature of Authorized Agent Date City of W heat�iclg MUNI IY DFVELUPMENI SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contrael FORM WILL NQT BE ACCETTF D WITH NMISSIN f, INFORMATION Company Name: -Tia— Contact Phone #: ZZ'Z� Wheat Ridge Contractor License M a0ex (required field) Pr1n(pQqame of Authorized Agent Authorized Agent G ZCJzo to L d W City of Wheat Ridge Site Work Permit PERMIT - 202000839 PERMIT NO: 202000839 ISSUED: 05/13/2020 JOB ADDRESS: 12060 W 52nd Ave EXPIRES: 05/13/2021 JOB DESCRIPTION: Site Work for new commercial building - 8,760 sq ft total Tenant: S&S Plumbing *** CONTACTS *** OWNER (303)946-8921 12060 W 52ND AVENUE LLC GC (720)318-7683 MICHAEL ALDRICH 160055 NEXT CHAPTER CONSTR. MGMT. LLC ** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 4 / Industrial Vacant USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 146,701.94 FEES Total Valuation 0.00 Plan Review Fee 932.88 Use Tax 3,080.74 Permit Fee 1,435.20 Engin. Review Fee 1,100.00 ** TOTAL ** 6,548.82 *** COMMENTS *** *** CONDITIONS *** Landscaping expected to comply with approved SDP and Building Permit. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attesthat I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermit fee. 3. If this permit expires, anew permit maybe required to be obtained. Issuance of anew permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any b applicable code or any ordinanW or regulation of this jurisdiction. Approval of work is subject to geld inspection. Signature of Chie Building Off cial ' Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: SITE Work Permit - Large Developments Only Date: Wednesday, May 6, 2020 9:07:27 AM SITE Work Permit - Large Developments Only Items Needed to Submit THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Do you have the Signed Proof of Submission Form to Water District, Signed Proof following ready to of Submission Form to Sanitation District, Signed Proof of attach to this Submission Form to Fire District application? These forms are required to submit for plan review. Upload Proof of Water proof of submission.odf Submission to Water District Upload Proof of Sewer proof submission.odf Submission to Sanitation District Upload Proof of Fire proof submission.odf Submission to Fire District Step 2 PROPERTY INFORMATION Property Address 12060 W 52nd Avenue Property Owner Name 12060 W 52nd Avenue LLC Property Owner Phone 303-946-8921 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email mice@sspsdenver.com Address CONTRACTOR INFORMATION General Contractor or Next Chapter ConstructionMik Architect's Business Name Contact Name for Plan Mike Aldrich Review Comments Contact Phone Number 720-318-7683 (enter WITH dashes, eg 303-123-4567) Contact Email Address maldrichnccm@outlook.com for Plan Review Comments Plan Review Contact maldrichnccm@outlook.com Email DESCRIPTION OF WORK Detailed Scope of New commercial building for S&S Plumbing Work - Example: New Commercial Building for Roger's Grocery Market Square Footage of 8,760 New Construction Upload Full Size Set of 19.061 Stamped CD Set Review -5 APPROVED.pdf Civils Upload Engineer 19.061 Construction Control Plan Review -5a APPROVED.Ddf Stamped copy of approved CCP (Construction Control Plan) Project Value (On-site $146,702 Improvements Only) PLAN REVIEW FEE IS REQUIRED AT TIME OF SUBMITTAL Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Wheatridae electronic oay.odf 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 Mike Aldrich/ Matt Ward Permit Email not displaying correctly? View it in your browser. David F. Brossman, Development Review Engineer, 05/07/2020 Site Work Permit may be issued. A Drainage Certification accompanied by an updated CCP w/ spot elevations shall be required prior to issuance of the Certificate of Completion. Matt Ward From: Matt Ward Sent: Tuesday, May 05, 2020 3:18 PM To: Matt Ward Subject: FW: Permit application accepted - Arvada Fire Protection District From- NoReply@mobile-eves.com <NoReply mobile-eves.com> Sent: Thursday, April 23, 2020 3:23 PM To: maldrichnccm@outlook.com <maIdrich nccm@outlook.com> Subject: Permit application accepted - Arvada Fire Protection District Your permit request for S&S Plumbing Services at 12060 West 52ND Avenue Wheat Ridge, CO 80033 has been accepted. Plans are reviewed in the order they are received. The approximate review turnaround time is 2 weeks. There are NO expedited reviews. The Job Number is: 200423001 Description: Develope raw land site. Construct new metal building, 7,000 foorprint, 8,760 total Will be owner occupied by S&S Plumbing, a commercial plumbing contractor. Office space & warehouse/ shop space. City or W heat P,idgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033.8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission, Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Z7i Zo2 Project Address: 12-06) �t °�Z=� AIL k,)/ L)64//LGr)44t (I X133 Name of Firm/Individual submitting documents: 41i -5�7- & .5 01-L-/ ,y/�C®j/—GL`GILt el— Project Type/Description: '/ 3P O Signature of Firm Representative or Individual: //''�t�rit DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, Gary Charbonnier am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District • Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: e 74�-L< 4 (–JL,J� Date: April 23,2020 City or W heat P,idgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033.8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission, Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Z7i Zo2 Project Address: 12-06) �t °�Z=� AIL k,)/ L)64//LGr)44t (I X133 Name of Firm/Individual submitting documents: 41i -5�7- & .5 01-L-/ ,y/�C®j/—GL`GILt el— Project Type/Description: '/ 3P O Signature of Firm Representative or Individual: //''�t�rit DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, Gary Charbonnier am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District • Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: e 74�-L< 4 (–JL,J� Date: April 23,2020 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _]�9r INSPECTION NOTICE Inspection Type: Job Address: / z 4(Cl G1./ .SZ Permit Number: d572—"0 00 Z� a ��? CSA. • ®.9 �� i"A � � f�' .' f� r' f _ ❑ No one available for inspection: Time AMIPM) Re -Inspection required: Yes /No When corrections have been made, s6hed a for re -inspection online at: h ttp ✓/www, ci. whea tridge, co. usrns pection rY Date:Z? 2f4; .O Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 6LIA < & Job Address: / ? 47 ter (r 4V `—' % vl Permit Number: ,?o QQ j 3- r A/ ❑ No one available for inspection: Time 3 AM/,I-' Re -Inspection required. YesNo When corrections have been made, schedule for re -inspection online at. http Uwww.ci.wheatridge.co.usrnspection Date: fS ? Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: u` Job Address: ol�, Permit Number: r:J b 1. 0 � ; L) --I ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes; No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usrnspection Date: Inspector:'Er DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office ' INSPECTION NOTICE Inspection Type:5 Job Address: Permit Number: ❑ No one available for inspection: Time i *DC)" ' AM/PM Re -Inspection required: Yes I No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. whea tridge. co. usdnspection Date: s_,. � �" Inspector: �' DO NOT REMOVE THIS NOTICE Yeh and Associates, Inc. Project Diary �� Project Number —7S&S Project Name Date: 6/25/20 220-171 Plumbing Page 1 Time Arrived on Site Time Left Site Weather Approx. Temp (°F) Billable Miles: 11:15 am 11:45 am Clear/Sunny 85 20 Nuclear Gauge (ID No., Std Counts (Density and Moisture) Other Test Equipment (Desc and Serial No.) Location Station: Wheat Ridge Equipment on Site: NIA Discussion Log Observations (Specification, Observation): Personnel and Company on site: Today, a rebar inspection was requested at S&S in Wheat Ridge. Each footing was inspected to ensure correct rebar size and fit, as well as overall footing dimensions. From what I observed, all footings had the correct fitted rebar, as well as the correct overall dimensions, per the plans. This includes the footings that needed to be corrected from yesterday (A-3, A-5, A-6, B-8). The footing between F-7 and F-6 was corrected as well. The correct splice length and 3" clearance was maintained throughout the foundation. The following are pictures of the area of inspection: Here are pictures of the clearance and splice length: Signed Title: Tyler Campbell Field Technician Yeh and Associates, Inc. �� Project Diary Project Number Project Name Date: Page 2 No Photos Taken Yeh and Associates, Inc. Project Diary ,� Project Number Project Name Date 6/24/20 220-171 S&S Plumbing Page 1 Time Anived on Site Time Left Site Weather Approx. Temp (°F) Billable Miles: 10:00 am 12:00 pm Clear/Sunny 84 120 Nuclear Gauge(ID No., Stol Counts(Densityand Moisture) Other Test Equipment(Desc and Senal No.) Equipment on Site: N/A I Personnel and Companyon site: Discussion Log Observations (Specification, Observation): Today, a rebar inspection was requested at S&S in Wheat Ridge. Each footing was inspected to ensure correct rebar size and ft, as well as overall footing dimensions. Some footings failed to reach the correct length perthe plans. The following are the locations of the footings that tlitl not have the correct dimensions: A3, Ab, Ab, and Bb. Also, the footing between F-7 and FF tlitl not reach the full width perthe plans. The contractor said theywill re{onn these footings for inspection tomorrow. Otherthan the footings that need to be corrected, each footing had the correct fitted rebar with the correct overall dimensions. The correct splice length and 3" clearance was maintained throughout the foundation. The following are pictures of the area of inspection: INYeh and Associates, Inc. Geotechnical • Geological • Construction Services June 25, 2020 Mr. Matt Ward Real E Solutions LLC Subject: 5&S Plumbing Building 12060 W. 52"' Ave., Wheat Ridge, Colorado Construction Materials Testing & Inspection Dear Mr. Ward: 2000 Clay Street, Suite 200 Denver, CO 80211 (303) 781-9590 www.veh-eng.com Project No. 220-171 Representatives from Yeh and Associates performed on-call construction observation and testing services for the S&S Plumbing building. Our observations of the footings and reinforcing steel were in conformance with the project plan documents provided. If we can be of further assistance, please contact us at 303-781-9590. We look forward to working with you on this project. YEH AND ASSOCIATES, INC. Samantha C. Sherwood, P.E. Project Manager Attachments: Field Inspection Reports Colorado California Denver I Colorado Springs I Durango I Glenwood Springs I Grand Junction I Greeley Grover Beach I Ventura Signed Title. Tyler Campbell Field Technician Yeh and Associates, Inc. ,� Project Diary Project Number Project Ndme Date. Page 2 No Photos Taken Re: or <Geotechnical Report> <Project Name> IN Proposal/Project No. 218-### Date,Year 4' �i • �N �f CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: =f Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes'' When corrections have been made, schedule for re -inspection online at; http✓/www.ci.wheatridge.co.us11nsppVtfon-,,,@,,,. _