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Home My WebLink About6370-6380 W 30th AvenueY _ City of Wheat Ridge 380 w. :.39th Ave:: =EXPIRES: 11/17/200.9 ing wall` woe ""E?T~ City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 cOtoRPO° Inspection Line: 303-234-5933 Property Address: Property Owner (please print): Mailing Address: (if different than property address) 1 Address: ) ~`r :i✓h~77~ ~l/ City, State, Zip: Date: 06/1(3 f/~ )q Plan lG~6D Permit OCM5015, Contractor: `7'-, Contractor License 0.' JAS-> f= Sub: Contractors: Electrical City License Company: Exp. Date: Phone Plumbing City License Company Exp. Date: 01~ Mechanical City License Company: Exp. Date: Use of space (description): Construction Value: Description of work: (as calculated per the Building Valuation Data sheet) r t o IlVj 4,,- /-l Plan Review (due at time of submittal): $ . Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCEONE:: (OWNER) (CONTRACTOR) or RSONAL REPRESENTA VE ofT (O ,(CONTRATOR) PRINT NAME: (n,i 1, ly; urs`~ SIGNATURE: Dater f'.'!O I (s Building Permit Application a 1 r, 4"O~sol' >A el ASPHALT DRIVE . 6' CURB & GUTTER Subject to yield ln$pectkm Wheat Ridge Building Dept. Date: 2G B OPNG__. Signed: Plan ghe 0 12" O.C. WEEP HOLES 24'ac 9' 15 CONT T&B HORIZ 0 18'oc 15 VERT 0 12-oc PROPERTY 0 N KW 9" TYPE 'L' RIP-RAP BELOW SPILL WAY. 3 ~1 20 KEYWAY /6 0 9'oc\ 16 0 9'oc (2) #5 CONT LONG 3.75 #5 CONT LONG ZEILER-PENNOCK, INC. R-PEN ENGINEERS FILE ZELER-PENNOCK, INC.IOHA JOB NO. Z08-027 zosma ARCHITECTS-ENGINEER 6350-6380 W. 30th Ave. ~ - s2 e n ~ 2727 BRYANT ST . 0 RETAINING WALL 2E VBRYANT ERAZIO D EANE9CO6o. W2ll . 80 11 R ER GO CO. DENVE PHONE 19031455-3322 -3922 1/2"=V-0" (an374553312 Fp% 1303)g5S3Ee8 FAX 13031 455-3708 zp@zeJeipennoc .com zp9zeilerpennock.com 6350 W. 30TH Ave. WHEAT RIDGE, COLORADO DATE 4-13-09 GENERALNOTES 1. LIVE LOADS USED IN DESIGN: A. DRIVE LOADING CLASS H20-44. H520-44 B. LANE LOADING (10 FT) 64 PSF 2. CONCRETE A ALL CONCRETE FOR FOOTINGS, FOUNDATION WALLS AND RETAINING WAILS SHALL BE WADE WITH TYPE I CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 GAYS AND SHALL HAVE A MAXIMUM SLUMP OF 3 1/2' AND A MAXIMUM W/C RATIO OF 0.45. B. ALL REINFORCING BARS SHALL BE ASTM A515-GRADE 60. C. CONCRETE PROTECTION FOR REINFORCEMENT (UNLESS OTHERWISE NOTED): 1) CONCRETE POURED AGAINST EARTH 3' 2) CONCRETE POURED IN FORMS BUT EXPOSED TD WEATHER OR URTH A)/5 BARS AND SMALLER ...............1-1/2' B)BARS URGER THAN 15 ....2' D. NO SPLICES OF REINFORCEMENT SHALL BE MADE AND NO WELDING TO REINFORCING SHALL BE PERMITTED, EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SIW1 BE A MINIMUM OF 36 BAR DIAMETERS. WINE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH PLUS 2' AT SITE AND END LAPS, BUT NOT LESS THAN 6', AND SHALL BE WIRED TOGETHER MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. E DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF ACT DETAILING MANUAL AND ACT BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE F. PROVIDE ALL ACCESSORIES NEC23M TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS 0. PLACE 2-15 BARS WITH 2'-0' PROJECTION AROUND ALL OPENINGS IN CONCRETE 3. FOUNDATIONS A SOIL DATA WAS TAKEN FROM RECOMMENDATIONS SET FORTH IN REPORT 07-5149 BY CASTLE ROOK ENGINEERING, INC AND DATED MAY 22, 2007. B. SOIL BEARING PRESSURE USED IN DESIGN: 1500 PER C. EQUIVALENT FLUID PRESSURE USED IN WALL DESIGN: 35 PCF. D. SOIL DRY DENSITY USED IN DESIGN: 115 PCF. E COEFFICIENT OF SUDING FRICTION USED IN DESIGN: 035. F. A REPRESENTATIVE FROM THE SOILS ENGINEER'S OFFICE SHALL APPROVE SOIL BEARING CONDIRONS PRIOR TO PLACEMENT OF FOUNDATIONS. 4. THE REQUIREMENTS OF T14E LATEST EDITION OF THE 'OSHA CONSTRUCTION STANDARDS- SHALL BE COMPILED WITH BY ALL CONTRACTORS, FAURCATORS AND SUPPLIERS. 5. DURING ERECTION OF THE BUILDINGTDI HALL`BE RESPONSIBLE WAY BE SUBJECTED, INCLUDING LA OF MATERIALS AND EQUIPMENT. SUCH BRACING SHALL IN G AS MAY BE REWIRED FOR SHIM AND UNTIL AND DIAPHRAGMS ARE IN RACE WITH CONNECTIONS. 0 RETAINING WALL NOTES 1. A SEPARATE PERMIT IS REWIRED FOR CONSRRUCTON OF ANY RETAINING WALL OR SERIES OF INTERDEPENDENT RETAINING WALLS WHICH WILL SUPPORT MATERIAL MEETING OR EXCEEDING 48 INCHES IN HEIGHT, FOR ALL WALLS IN OR IMMEDIATELY ADJACENT TO RIGHT-0F-WAY, AND FOR All WALLS WHICH WILL BE MAINTAINED BY A HOMEOWNERS' ASSOCIATION. 2 THE CONTACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1.800.9221967 FOR LOCATION OF UNDERGROUND GAS, ELECTRIC, AND TELEPHONE MURES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AT 303.235.2861 A MINIMUM OF 24 HOURS PRIOR TO THE COMMENCEMENT OF WORK. 4. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFELY OF All PERSONS AND PROPERTY WRING PERFORMANCE OF THE WORK. THIS REQUIREMENT SWll APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS AND INCLUDES TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES THE CIEYS RENEW OF PUNS AND CONSTRUCTION IS NOT INTENDED TO INCLUDE RENEW OF THE ADEQUACY OF THE SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE WORK IF, IN THE OPINION OF THE CIIYS INSPECTOR, THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLANS INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE COMGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE DEVELOPER SHALL BE RESPONSIBLE TO REVISE PLANS AND SUBMIT THEM TO THE CITY FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF THE WORK. ANY IMPROVEMENTS NOT CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS, OR THE APPROVED REVISED PLANS SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE RECONSTRUCTED AT NO COST TO THE CITY. 6. A RETAINING WALL CONFORMANCE STATEMENT MUST BE SUBMITTED TO AND APPROVED BY THE CITY PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF ACCEPTANCE 7. PERMISSION TO REPRODUCE THESE PLANS IS HEREBf EXPRESSLY GIVEN TO THE CITY OF WHEAT RIDGE FOR CITY PURPOSES ASSOCIATED WITH PLAN RENEW, APPROVE, PERMITTING, INSPECTOR, AND CANSIRI=N OF THE WORK ZCER-PENNOCK, INC. ARCHITECTS DNNOC ENGINEERS Z.O-PMXK INCIOHA JOB NO, ZO&02'/ z 102 ARCHITECTS-ENGINEEfl 6350-6380 W. 30th Ave. 2p : 1 - 52.0 Arcn,Ia=~ I" .rs 8 2727 BEY 2 RETAINING WALL 2727BRYWST.900 DENVER CO. D211 GO. CO. 8002H 20 DENVER PHONE 13031455-3322 003T455MU FM(303 45s3roe zp@zeilerpennock.mm FAX f3091 455-9703 zp7zeilerpennoCk.CoCn 6350 W. 30TH Ave. WHEAT RIDGE, COLORADO DATE, 4-130