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HomeMy WebLinkAboutSUP-15-05City of i�Wh6atl,i.dgc COMUNITY DEVELOPMENT Memorandum TO: Case file for Case WSP-15-05 / Empire Petroleum FROM: Lisa Ritchie, Planner II DATE: February 19, 2016 SUBJECT: Processing of Case No. WSP-15-05 and SUP -15-05 Case number WSP-15-05, a site plan for a gas station redevelopment at 12300 W. 44`" Avenue was processed concurrently with a Special Use Permit for the same proposal. All relevant files for case WSP-15-05 may be found in the case file for Case No. SUP -15-05. 7500 West 29th Avenue IV City of Wheat Ridge, Colorado 80033 ]��rWh6atP.Ldge 303.235.2846 Fax: 303.235.2857 Approval of Special Use Permit and Site Plan WHEREAS, an application for a Special Use Permit and a Site Plan was submitted for the property located at 12300 W. 44`h Avenue to allow a redevelopment of an existing motor fueling station as referenced as Case Nos. SUP -15-05 and WSP-15-05; and WHEREAS, City staff found basis for approval of the Special Use Permit and the Site Plan, relying on criteria listed in Sections 26-111 and 26-114 of the Wheat Ridge Code of Laws and on information submitted in the case file; and WHEREAS, the Community Development Department has properly notified pursuant to Section 26-109 of the Wheat Ridge Code of Laws; and WHEREAS, there were no registered objections regarding the application; NOW THEREFORE, be it hereby resolved that a Special Use Permit to allow a redevelopment of a motor fueling station on a property zoned Commercial -One and located at 12300 W. 44`b Avenue (Case Nos. SUP -15-05 and WSP-15-05) is granted based on the following findings of fact: SPECIAL USE PERMIT I . The proposed improvements are consistent with the land uses in the area, the C-1 zone district regulations and are in substantial compliance with the ASDM. 2. There is adequate access to the property. 3. Approval of the SUP will result in a property being redeveloped. 4. The request will not have a detrimental effect upon the general public health, welfare and safety of the surrounding area. SITE PLAN 1. A site plan was properly applied for and is in substantial compliance of Section 26-111 of the City Code and the Architectural and Site Design Manual. WITH THE FOLLOWING CONDITION: 1. The grant of use shall run with the property. 2. The Special Use Permit shall comply with all material representations, commitments, and operation restrictions as depicted in the application materials and documents maintained in the case file. 3. The approval of the Site Plan and Special Use Permit shall be valid for a period of twenty- four months, within which period the applicant shall construct all improvements and receive required City inspections and a Certificate of Occupancy. The applicant may request, in writing, an extension of the approval for an additional twelve months. I /S// t Date Community Development Director N.T.S. LOCATION MAP NOT TO SCALE PAG E SHEET TITLE CO.0 1 OF 11 COVER SHEET SITE 2 OF 11 W. 44'th"Aw W. 44th Ave.. < < 0 J Z o 25 TRUCK MANEUVER PLAN C4.0 LOCATION MAP NOT TO SCALE PAG E SHEET TITLE CO.0 1 OF 11 COVER SHEET C3.0 2 OF 11 SITE PLAN C3.1 3 OF 11 TRUCK MANEUVER PLAN C4.0 4 OF I I GRADING & DRAINAGE PLAN C5.0 5 OF 11 UTILITY PLAN E1.2 60F11 PHOTOMETRICS PLAN E1.3 70F11 EXTERIOR LIGHT FIXTURE CUTSHEETS L1.0 8OF11 LANDSCAPE PLAN A6.0 9 OF I I EXTERIOR ELEVATIONS A6.1 10 OF 11 EXTERIOR ELEVATIONS CA1.1 11 OF 11 FUEL CANOPY ELEVATIONS ORE ALTA/ ACSM LAND TITLE SURVEY,-, CLARK LAND SURVEYING, INC. 119 N. WAHSATCH AVE. COLORADO SPRINGS, CO 80903 PH: (719) 633-8533 EMAIL: WWW,CLARKLS,COM 0 GEOTECHNICAL ENGINEER. UNITED CONSULTING 625 HOLCOMB BRIDGE ROAD NORCROSS, GA 30071 PH: (770) 582-2799 FAX: (770) 582-2899 SITE LANDSCAPING & IRRIGATION CONSULTANT: GREEN BERG FARROW CONTACT: JOE VAUGHN 5500 DEMOCRACY DRIVE, SUITE 125 PLANO, TX 75024 PH: (972)-684-5911 EMAIL: gvaughn@greenbergfarrow.com 0 ARCHITECT. 0"REE' 1 Ll- j NBERGFARR'W CONTACT: ROHIT CHIS 1430 WEST PEACHTREE STREET, SUITE 200 ATLANTA, GA 30309 PH:(404)-601 -4211 EMAIL: rchtb@greenbergfarrow.com 0 19 ONE C CALL 3 DAYS BEFORE YOU DIG! 1-800-922-1987 k STATEMENT OF COMPILIANCE: THE PROPOSED PROJECT WILL INCLUDE THE CONSTRUCTION OF A PROPOSEO 41000 SF GAS STATION/CONVENIENCE STORE AND RETAIL BUILDING. THESE PLANS ARE PREPARED IN ACCORDANCE WITH THE CURRENT CITY OF WHEAT RIDGE ZONING ORDINANCE. CASE HISTORY TABLE: SURVEYOR'S CERTIFICATION I hereby certify that I am a registered professional land surveyor, licensed in compliance with the laws of the State of Colorado: that this is true and accurate survey made on the ground completed by me on (date), that all the markers shown thereon actually exist; that their location, size, type and material are accurately shown-, and that no encroachments, right of way or e t except as shown herein. SEALs in .1k DATE OWNER'S CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed in accordance with the restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of this Site Plan does not create a vested property right. Vested property rights may only arise and accrue pursuant to the proyisiogs of Slectjq� 26-121 of the Wheat Ridge Code of Laws,"i Hank Heithaus State of )SS County of J-effe-rso—n The foregoin instrument was acknowledged before me this ��"'­day of , I r ;v2� A.D. 20 lf�­ by_j=-,)*2-, WW -e, hand and official sea[. My commission expires: I Notary Public CITY CERTIFICATION Approved this day of by the City f Wheat Ridge� J Developme t ired UTILITIES WATER: GAS - VALLEY WATER DISTRICT XCEL ENGERY 12101 WEST 52TH AVE, 5901 SHERIDAN BLVD, WHEAT RIDGE, CO 80034 ARVADA, CO 80003 PHONE: (303) 424-9661 PHONE: (800) 658-2121 ELECTRIC: CABLE & TELEPHONE: LICSYNERGETICS CENTURYLINK 555 ZANG ST, CONTACT: LISA HAUSWIRTH LAKEWOOD, CO 80228 PHONE: (720) 578-3715 PHONE: (303) 628-2272 EMAIL: liso.houswirth@centurylink.com STORM SEWER: SANITARY SEWER: WHEAT RIDGE STORMWATER, DISTRICT FRUITDALE SANITATION DISTRICT 7500 WEST 29TH AVE, 21411-D FLOOR 4990 MILLER ST, WHEAT RIDGE, CO 80033 WHEAT RIDGE, CO 80033 CONTACT: BILL LAROW CONTACT: GARY CHARBONNIER PHONE: (303) 235-2871 PHONE: (303) 424-5476 EMAIL: stormwater@ci-wh-,olridge.co.us SITE DATA TABLE: EXISTING ZONING C-1 COMMERCIAL -ONE DISTRICT PROPOSED LAND USE GAS STATION W/ CONVENIENCE STORE & RETAIL STORE MAX. BUILDING HEIGHT REQUIRED: 50 FT PROVIDED: 22 FT TOTAL AREA (acres/sq ft) GROSS (acres/sq ft) NET LOT # (UNPLATTED) 0.507 acres/ 22,069 sq ft 0.507 acres/ 22,069 sq ft FLOOR AREA BY USE REQUIRED PROVIDED GAS STATION W/ CONV. STORE NO LIMITATIONS 3,000 SQ FT RETAIL STORE 20.07o MIN./ 4,414 S.F. 1,000 SQ FT TOTAL AREA REQUIRED PROPOSED BUILDING COVERAGE NO LIMITATIONS 181% / 4,000 sq ft OPEN SPACE/LANDSCAPING 20.07o MIN./ 4,414 S.F. 20.0%/ 4,414 S.F. SOD 30.0% MAX./ 1,324 S.F. 0.0%/ 0 S.F. HARDSCAPE 35.0% MAX./ 1,545 S.F. 20.0%/ 883 S.F. PARKING 12104115 STANDARD 13 1 0 14* 14 ACCESSIBLE 1 BICYCLE 0 TOTAL 15 * PARKING REQUIREMENT CALCULATIONS: GAS STATION (3,000 S.F.) - TWO (2) SPACES PER PUMP PLUS ONE (1) SPACE PER EMPLOYEE RETAIL (1,000 S.F.) - ONE (1) SPACE PER 200 S.F. GFA REQUIRED - (2 SP X 4 PUMPS) + (1 SP X 1 FMP.) + (1,000/200 S.F.) = 14 SPACES � �,O A Ca �O LEGAL DESCRIPTION AND DEDICATION That part of the Northeast 1/4 of Section 20, Township 3 South, Range 69 West of the 6th P.M., County of Jefferson, State of Colorado, described as follows: Commencing at a point on the West line of the Northeast 1/4 of Section 20. 641.5 feet, more or less, North of the center of the Section, being the South line of West 44th Ave., Thence East along the South line of West 44th Ave., 95 feet to the True Point of . Beginning Z11 Thence South and parallel with the West line of the Northeast 1/4 of said Section 20, 147 feet, Thence East and parallel with the South line of West 44th Ave.. 150 feet: Thence North and parallel with the West line of the Northeast 1/4, 147 feet to the South line of West 44th Ave., Thence West along said South line, 150 feet to the True Point of Beginning. County of Jefferson, State of Colorado. The property described and shown hereon is the same property described in First American Title Insurance Company Title Commitment No. NCS-659373-37-SNANT dated March 31, 2014. ? 6P REVISION RECORD NO. DATE SHT.-No. DESCRIPTION 1 05126115 CLIENT REVIEW 2 09/78/15 PERMIT SET 3 .10130115 CITY COMMENTS j 1 4 12104115 CITY COMMENTS 771'2 5 12114115 COVER S11EFT REVISION 6 01106116 APPROVED PERMIT SET' . ..... ... . — - --------------- ---------- 4�% JOB NUS 201 50W)"U".0 DATE.- 05-26-2015 SHEET 1 OF 11 MW tionu I -i..'....."! A 11 PROP. LANDSCAPE TYP. () MATCH EX. CURB PROP. DETACHED CONC. SIDEWALK &` LANDSCAPE BUFFER REFERENCE PLANS: THE PROPOSED SURVEY PLANS WERE PREPARED BY CLARK SURVEYING & MAPPING CO., PROJECT N0, 15274, DATED 05/01/15. MATCH EX. SIDEWALK (TYP.) FUTURE RIGHT–OF–WAY TO BE DEDICATED SEPARATE OC DUTY PAVEMENT.ASPHALT I ADA RAMP W/DETECTABLE WARNINGS _ PARKING SIGN DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) MONUMENTAL PYLON SIGN — — — — --- — — – FLUSH CONDITION sm mm mm LIMITS OF CONSTRUCTION X CONCRETE CURB CURB TRANSITION PROPOSED WOODEN FENCE 5 FT LANDSCAPE BUFFER ZONE RELOCATED UNDERGROUND PETROLEUM STORAGE TANK VENT PIPE. PROPOSED PARKING SPACES SITE LIGHTING FIXTURE EXISTING LEGENDm WATER METER UTILITY POLE FUEL DISPENSING UNIT SITE LIGHT POLE UNDERGROUND STORAGE TANK SURFACE: STRUCTURE STORM INLET FUEL MONITORING WELL .............. WOODEN FENCE CONCRETE CURB AND DRAINAGE GUTTER PROPERTY LINE BUILDINGS' SIGNAGE SETBACK LINE CONCRETE PAVEMENT TO REMAIN ASPHALT PAVEMENT TO REMAIN Or E C%�-� k■ , FEET 1 inch = 10 #t. GreenbergForrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 503 229 0032 COPYRIGHT NOTICE Ihis drawing is the properly of the above referenced Professionol and is not to be used forany purpose other thea the specific Project and site named 'Herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 05/26/15 CLIENT REVIEW 09/18/15 PERMIT SET 10/30/15 CITY COMMENTS #1 12 04/15 CITY COMMENTS #2 12/14/15 COVER SHEET REVISION 01/06 16 APPROVED PERMIT SET PROFESSIONAL SEAL 4Y aID1 91 1f�p PROJECT NAME EMPIRE NORTHEASTSPECIAL USE PERMIT AND SITE PLAN THAT PART OF THE SECTION 0 TOWNSHIP 3 SOUTH,RANGE WEST OF THE 6TH COUNTY OF JEFFERSON, STATE OF COLORADO 12300 W. 44TH AVENUE WHEAT RIDGE, RAD 30 deg. SWEEP ANGLE: 19.4 deg. 60 deg. SWEEP ANGLE: 27.3 deg. 90 deg. SWEEP ANGLE: 30.7 deg. 120 deg. SWEEP ANGLE: 32.2 deg. 150 deg. SWEEP ANGLE: 32.8 deg. 180 deg. SWEEP ANGLE: 33.1 deg. 7.00 22.00 Aerial Fire Truck Width Track Lock to Lock Time Steering Angle feet 8.50 8.50 6.0 33.3 0 0 5 GreenherUFarrow 153 Cordaville Road, Suite 210 Southborough, NIA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above eferenced Professional and is riot to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any mariner without the express written permission from the Professional ISSUE/REVISION R DATE DESCRIPTION 05/26/15 CLIENT REVIEW 09/18/15 PERMIT SET _ 10/30/15 CITY COMMENTS #1 12/04/15 CITY COMMENTS #2 12/14/15 COVER SHEET REVISION 01/06/16 APPROVED PERMIT SET PROFESSION4L SEAL fy r LICENSE # 41391 PAOI�ESSIONAL IN CHARGE 1 HN NOURZAD, PROJECT MANAGER GREGG BURNEIT QUALITY CONTROL GREGG R DRAWN GIOVANNI ,.D: Ri PROJECT NAME EMPIRE PETROLEUM RO. fl• _R SPECIAL USE PERMIT AND ' PLAN THAT PART OF THE NORTHEAST 1/4 7 SECTION 20, TOWNSHIP RANGE f• WEST OF THE 6TH R 12300 W. 44TH AVENUE WHEAT .! RIDGE, COLORADR GENERAL GRADING N.OTES-0 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM WITH SPECIFICATIONS CONTAINED IN THE GEOTECHNICAL REPORT, 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE CITY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. 3. PRIOR TO ANY EXCAVATION OF THE PROJECT SITE, THE CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO THE START OF CONSTRUCTION, 4. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS AND STAKES. 5. ALL INDICATED ELEVATIONS ARE FINISHED ELEVATIONS. 6. FIELD VERIFY LOCATIONS, SIZES AND IF APPLICABLE INVERTS OF EXISTING UTILITIES FOR PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION. 7. LOCATE AND PROTECT ALL UTILITIES ASSOCIATED WITH THE PROJECT PRIOR TO CONSTRUCTION. 8. INSTALL SILT CONTROL MEASURES BEFORE BEGINNING SITE WORK. THESE MEASURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 9. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PREVENT STORM WATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS. 10. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO GRADING. -11. CUT AND FILL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3:1. 12. ALL EXCAVATION SHALL INCLUDE CLEARING, STRIPPING AND STOCKPILING TOPSOIL, REMOVING UNSUITABLE MATERIALS, THE CONSTRUCTION OF EMBANKMENTS, CONSTRUCTION FILLS, AND THE FINAL SHAPING AND TRIMMING TO THE THE LINES AND GRADES SHOWN ON THE PLANS. 13. ALL TREES, BRUSH, AND ORGANIC TOPSOIL AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED, UNLESS OTHERWISE SPECIFIED, AND DISPOSED OF AT AN OFF-SITE LOCATION, WITH THE EXCEPTION THAT ENOUGH TOPSOIL SHALL BE RETAINED FOR RESPREAD AND GENERAL LANDSCAPING. AREAS WHICH ARE TO BE FILLED SHALL BE COMPACTED TO A MAXIMUM DENSITY OF 95% AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST IN THE PAVED AREAS AND 85% IN THE OTHER AREAS. 14. PROVIDE AND INSTALL TOPSOIL IN DISTURBED AREAS TO BE GRASSED, TO INCLUDE PAVEMENT SHOULDERS AND DETENTION AREAS. 15. ALL EARTHWORK AND BASE COURSE FOR THE PARKING AREA SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DRY DENSITY, CERTIFICATION SAID COMPACTION SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, OR HIS/HER REPRESENTATIVE, PRIOR TO THE PLACEMENT OF THE BASE COURSE MATERIAL. BOTH PROOF ROLLING AND COMPACTION TESTING MUST BE APPROVED AND WITNESSED BY THE ENGINEER OR OWNER REPRESENTATIVE. 16. THE PAVEMENT SUBGRADE AND BASE COURSE MATERIAL SHALL BE INSPECTED AND APPROVED BY THE ENGINEER OR OWNER REPRESENTATIVE PRIOR TO CONSTRUCTING THE BASE AND SURFACE COURSES THEREON. 17. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO ALL INLETS AND CATCH BASINS. AREAS OF SURFACE PONDING SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 18. IF AREAS ARE DISTURBED BEYOND PROPOSED GRADES BY NEGLIGENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REGRADING OR REPAIR TO MATCH ORIGINAL EXISTING CONDITIONS. 19, SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK AND FOR THE SAFETY OF PERSONNEL. SHORING SHALL BE IN ACCORDANCE WITH ALL O.S.H.A AND LOCAL REGULATIONS. 20. STRUCTURES FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THESE IMPROVEMENT PLANS AND THE APPLICABLE STANDARD SPECIFICATIONS. WHERE GRANULAR TRENCH BACKFILL IS REQUIRED AROUND THESE STRUCTURES, THE COST SHALL BE CONSIDERED AS INCIDENTAL AND SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE STRUCTURE. 21, CONFIRM INVERTS OF ALL EXISTING STORM AND SANITARY SEWER STRUCTURES BEFORE COMMENCING CONSTRUCTION. 22, A GEOTEXTILE MATTING (LANDLOCK TRM 450 OR EQUIVALENT) SHALL BE USED FOR EROSION CONTROL AN ALL SLOPES GREATER THAN 3H -1V. 23. ALL SIDEWALKS SHALL HAVE A 2% CROSS SLOPE MAXIMUM. 24. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. PROPOSED1------------ ESTIMATED RIDGE LINE PROPOSED STORM SEWER LINE 5430.00 SPOT ELEVATION Greenberghrrow 153 Cordaville Road, Suite 210 Southborough, NI,A 01772 t: 508 229 0032 5430 -°- PROPOSED CONTOUR 10/30/1 TC=5430.00 12 04/15 TOP OF CURB ELEVAMN 12/14/15 BC=5429.50 01/06/16 APPROVED PERMIT SET BOTTOM OF CURB ELEVATION TSW=5430.50 TOP OF SIDEWALK ELEVATION BSW=5430.10 BOTTOM OF SIDEWALK ELEVATION I - PROPOSED SURFACE GRADE `1<I ADA RAMP W/DETECTABLE WARNINGS Ll d" i STORM DRAIN MANHOLE GAS METER 0 SANITARY / STORM SEWER CLEANOUT CONCRETE CURB CURB TRANSITION am LIMITS OF CONSTRUCTION - - - - - - - - - FLUSH CONDITION MONUMENTAL PYLON SIGN e STC 450i STORMCEPTOR BMP. SEE DETAILS \ ,r COPYRIGHT NOTICE this drawing is the property of the above referenced Professional and is nal_ to be used for any purpose other then the specific project and site narned herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 05/26/15 CLIENT REVIEW 091/18/15 PERMIT SET 10/30/1 CITY COMMENTS #1 12 04/15 CITY COMMENTS #2 12/14/15 COVER SHEET REVISION 01/06/16 APPROVED PERMIT SET PROFESSIONAL SEAL CONCRETE CURB AND DRAINAGE GUTTER PROPERTY LINE STORM LINE LICENSE # 41391 PROFESSIONAL IN CHARGE JOHN .'. `D PROJECT t , GREGG BURNETT QUALITY On ., GREGG BURNEIT DRAWN BY GIOVANNI FOD R:, PROJECT NAME EMPIRE PETROLEUM PARTNERS SPECIAL USE PERMIT • , THAT PART OF THE NORTHEAST 1/4 OF SECTION :' TOWNSHIP SOUTH, RANGE ♦i WEST OF • COUNTY OF JEFFERSON, STATE OF COLORADO 12300 W. 44TH AVENUE RIDGE,WHEAT 1 .1R D 4 _,.. ... �..... .. .meg ., .�.,n® PR. INV. (IN) = 5424.25 EX. INV. (OUT) = 5323.75 PROJECT 20150090.0 ll FLOOD NOTE: i. BY GRAPHICAL PLOTTING ONLY, THE PROPERTY IS SHOWN NOT TO BE LOCATED IN WITHIN THE LIMITS OF /i/ HAZARD ZONE X (AREAS OUTSIDE THE 0.27. ANNUAL FLOODPLAIN) P. FLOOD INSURANCE R MAPS NO.0850730087G, DATED OCTOBER 2, 2013. ( IN FEET ) 1 inch = 10 ft. 1 �' 1'1 � i• 1♦ 1 1 i 1" a / Ir ♦ 1 ! ! ■ � w � it / / � / � # Ifiillr � a :Ir '1 1 .i 1 ;• 1 1 1`: • 1 1 ' � 1'.1 i� � 1 1' i ,l •r 1'" 1 • 1.1 'i � � i �� 1r 1 -� � i• irrl ' � , � 1,'"� 1` y ♦ r ♦ �" ♦• -. yr ♦, � .. rl'.: r irl r i. .: � r a �� F i a 1 M . 1 , i■ a' �, 1 it 1 1 a' a 1 •i i i r i Y ;, � 4 B 1 r � w • 1 . r ♦ ii"'1 1 • .1 ♦ 1 .1 , 1 1 i .,�, �i ! •�' 'll 1 i' a i , i '��' 1� 1` 1 �, " 1` 1. 1=, 1 ♦ i i ■� I r 1 � r r l' '1 1, 1 1 `' RELOCATED VENT PIPE IRRIGATION METER, VALVES, BACKFLOW PREVENTOR, IRRIGATION LINES TO CONTINUE. SEE IRRIGATION PLAN. 0 PROP. SANITARY CLEANOUT (TYP.) PROP. 6"0 SANITARY LINE s` PROP, SANITARY SEWER MANHOLE SAN > SAN > SAN >- mi RELOCATED UNDERGROUND PETROLEUM STORAGE TANK VENT PIPE. E "^A ADA RAMP W/DETECTABLE WARNINGS z DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) SANITARY SEWER MANHOLE Gtr GAS METER 0 SANITARY / STORM SEWER CLEANOUT WATER VALVE 1p 0-0 00 SITE LIGHTING MONUMENTAL PYLON SIGN - — — — — — — - FLUSH CONDITION STORM SEWER LINE W DOMESTIC WATER LINE IRR IRRIGATION WATER LINE G GAS LINE — <SAN SANITARY SEWER LINE E ELECTRIC LINE T TELEPHONE LINE CURB TRANSITION X PROPOSED WOODEN FENCE CONCRETE CURB LIMITS OF CONSTRUCTION RELOCATED VENT PIPE IRRIGATION METER, VALVES, BACKFLOW PREVENTOR, IRRIGATION LINES TO CONTINUE. SEE IRRIGATION PLAN. 0 PROP. SANITARY CLEANOUT (TYP.) PROP. 6"0 SANITARY LINE s` PROP, SANITARY SEWER MANHOLE SAN > SAN > SAN >- mi PROP. GAS LINE r EX. GAS LINE TO BE CUT AND CAPPED FOR POP. EXTENSION r PROP, GREASE INTERCEPTOR �` PROP. ELECTRIC/TELEPHONE LINES TO BE CONNECTED TO UTILITY POLE GRAPHIC SCALE ( IN FEET 1 inch = 10 ft 1 it 153 Cordaville Read, Suite 210 Southborough, MA 01772 t: 503 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner wilhoul the express written permission from he Professional ISSUE/REVISION RECORD DATE DESCRIPTION 05/26/15 CLIENT REVIEW 09/16/15 PERMIT SET !PILO/ 15 CITY COMMENTS #1 12/04/15 CITY COMMENTS #2 12/14/15 COVER SHEET REVISION 01/06/16 APPROVED PERMIT SET PROFESSIONAL AL LICENSE # 41391 PROFESSIONAL IN CHARGE JOHN NOURZAD, P.E. PROJECT MANAGER GREGG BURNETT QUALITY CONTROL GREGG BURNETT DRAWN BY GIOVANNI FODERA PROJECT NAME EMPIRE PETROLEUM PARTNERS SPECIAL USE PERMIT AND SITE PLAN THAT PART OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. COUNTY OF JEFFERSON, STATE OF COLORADO 12300 W. 44TH AVENUE WHEAT RIDGE, COLORADO PROJECT 20150090.0 SHEET TITLE i : z YY z'. mew IRR IRF PROP. GAS LINE r EX. GAS LINE TO BE CUT AND CAPPED FOR POP. EXTENSION r PROP, GREASE INTERCEPTOR �` PROP. ELECTRIC/TELEPHONE LINES TO BE CONNECTED TO UTILITY POLE GRAPHIC SCALE ( IN FEET 1 inch = 10 ft 1 it 153 Cordaville Read, Suite 210 Southborough, MA 01772 t: 503 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner wilhoul the express written permission from he Professional ISSUE/REVISION RECORD DATE DESCRIPTION 05/26/15 CLIENT REVIEW 09/16/15 PERMIT SET !PILO/ 15 CITY COMMENTS #1 12/04/15 CITY COMMENTS #2 12/14/15 COVER SHEET REVISION 01/06/16 APPROVED PERMIT SET PROFESSIONAL AL LICENSE # 41391 PROFESSIONAL IN CHARGE JOHN NOURZAD, P.E. PROJECT MANAGER GREGG BURNETT QUALITY CONTROL GREGG BURNETT DRAWN BY GIOVANNI FODERA PROJECT NAME EMPIRE PETROLEUM PARTNERS SPECIAL USE PERMIT AND SITE PLAN THAT PART OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. COUNTY OF JEFFERSON, STATE OF COLORADO 12300 W. 44TH AVENUE WHEAT RIDGE, COLORADO PROJECT 20150090.0 SHEET TITLE i m E E 0 Q K 17-0" ROUND NON-TAPERED STEEL POLE L 10 W/ BRONZE FINISH X V BASE TAMPER 7,7777-7 Tilt PROOF COVER WITH L DARK BRONZE FINISH AND 6920.121 ROUNDED CORNERS �. - 9-T idt EXPOSED CONC BASE SHALL BE PAINTED36* I14 ° 11 '11 �. GROUND ROD 4 < A 4 a 4' REFERENCE STRUCTURAL DRAWINGS (MAXIMUM OF 30" DIAMETER.) AL I NOT TO SCALE HANDHOLE W/NON-FERP. 'f)US TAMPER PROOF SCREWS, BASE PLATE 8"SQ. WITH 8-1/2 BULT CIRCLE. 1"X45" CHAMFER (4) 3/9"X18"x3" GALV ANCHOR RODS PER ASTM11 A-153 & 3/4" BOLTS PER ATTACHED SCHEDULE FINISH GRADE CONDUIT &. CONDUCTOPS REINF. RODS BASE W/C-1 MIX. 20'-0" BARE #6 CU. AT BOTTOM OF BASE I'timinaire Location Sumary L 10 abel. X V Z 7,7777-7 Tilt Er, L 801.9.72 6920.121 12 - 0 2 T 8026.414 6920. 1,21 12 Fc 0 10.3 L 8033.424 6920.121 12 C 0 4 1, 8040.291 6920.121 1.2 0 0 5 L 8047.1.06 6920.12"I 12 G 0 6 L 8053.8 6920.121 12 0 7 L _7077 _81 6920.121 12 0 0 8 L 8067 6920.1-21 1 11 0 19 A-40 8051.13 6985.094 18.2 0 0 20 A-40 8070.39 6985.094 18.2 C 0 21 A-40 8088.687 6985.094 18.2 0 0 2" A-40 8051.073 6969.204 18.2 7 0 23 A-40 8070.333 6969.204 18.2 0 0 ?4F--40 8088,63 6969.204 1.8, 0 25 A-40 8051.13 6950.946 18.2 C 0 26 A-40 8070.39 69:50.946 18.21 0 0 ?7 A-40 8088.68? 6950.946 18.2 0 0 31 SEC 8048.89 6862.334 10 0 32 XSP 8124.374 &86 .213 1.7 C"'' 0 33 XSP 8001.734 6946.238 17 0 0 34 SEC 8082.119 5877.565 10 0 0 35 SEC 8081..961 6899.435 10 0 0 36 SEC 8053.968 691.6,918 ,C 9'," 0 37 SEC 8026.386 6916.947 IO ;i" 0 38 XSP (90) 8129.085 6983.811 1? 0 (PUBLIC R.O.W. VARIES) 0®1 0$2 0.2 0®2 0.3 0.5 0®5 0.4 0.3 0.2 0®1 0.1 0.1 0.0 0®0 0.0 0.1 0.0 0.0 0.1 0.2 0.3 0.6 0.6 0.4 0.3 0,2 0.2 O.i 0.1 0.1 0®1 0.0 0.0 Calculation Summary Label _a- c -,, pe Units Avg Nax 8j_rl f,va/Min Klan/1Tin Canopy TI, 11-n Er, 15,06 19.6 9.8 1.54 2.00 Landscaped Areas Lluninance Ec 2.50 9.8 0.1 25.00 98.00 Parkin Lot I1.luminance Fc 3.29 10.3 0.1 32.90 103.00 Property Line T11minance Fc 0.62 3.7 0.0 N.A. N. A., L naive Schedule Syrnbo1 Qty Labe_ T-�rran gement LLF Description Lum. Watts Lun. Lumens 8 L SINGLE: 0.920 LF8LED 8LELED5 35K 18.2 895 9 P_-40 SINGE 0.920 7'7TT A-=-D-A-TJL or BXCCAzD08-U 81..6 830;6 STEC SINGLE 0, 910 SEC F_DG-3M--02-D-UI., 350-40K or BXSE 30 -')D -UH' (35r- n 23.8 1621 ® 2 XS? SIVGLE 0.910 BXSr xh3tiIEE30K- xx tii XA-SPIBLS or XSPCY�31v=3I 0 100.13 6014 XSP (90; 2 @ 90 DEGREES 0.910 BXSPCx 3'v1EE30K- =x w XF.-SP1.BI_S or XSPCxr3IvIEL30 100.13 6014 0.1 091 0.1 0.1 0.3 0.5 0.5 0.2 0.0 0.0 NOTE: SEC LIGHT FIXTURES ARE EQUIPPED WITH 0-10V DIMMING. METRI PLAN h I � 1430 W. Peachtree St. Ste 200 Atlanta, GA 30309 t. 404 ♦♦ f. 404 6013970 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUEIREVISION DATE DESCRIPTION 0)/26/15 CLIENT REVIEW 0918 15 PERMIT SET 10/30/15 CITY COMMENTS1 12%04/15 CITY COMMENTS '2___�- 01 06 16 APPROVED PERMIT SET /ANAL IAN 6 2016, PROFESSIONAL Int! /A ' ERIC WOLF PROJECT A E KATHERINE MCKEEVER QUALITY CONTROL ONOFRE MAYUGA WN BY KATHERINE MCKEEVER EMPIREPROJECT NAME PARTNERS SPECIAL USE PERMIT THAT PART OF THE NORTHEAST SECTION { , TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. UNTY OF OSTATE AD 0 W. 44TH AVENUE WHEAT COLORADO m U Ei 2i E O iR I N IS 0 I a E a E n n7 N 1 0 rd a I b rE w 3 P- -/-A XSP Series c Pl Sorhc5 LEE, Cana , uF: t i r In - XSP7"' LED StreetlAiea Luminaire - Single Module -- Version C XSPI `" LED Street/Area Luminaire - Single Module - Version C Pf - PY25C- �M D: F -A �l act Mount Grq�7 t Ir.e men._>.-. input Power _ ___ Product Description Product Specifications Product G4sCri Liou, Product Specifications Sign ., worn tl oft. d up as a totally oph l -I LED street and onf. lighting system the XSP Ni q d EfeedireiEat.' Sere:. deli.... Incredible e-f,c anVy ,without sacs ficin: a> licai:on erff; mance. Be' o d. substantial "'w.- ' i0 Photometry S, t . roll plan . cos„ r: l nli iv Hit T, bel- t"e d k n,,., ` "' :r: , .. , • .,::;r. , J (P P 9 a<;� z '; ., CONSTRUCTION is MATERIALS 1,': .+ ',,, t r^ :l -of, e eRP/ savingsand redJCed ma"tin t . .I 'a , _ - .. « 1 y"1"4�.:. . J ,. r J *, g. ,,, CON5TRUCT!ON & t4ATERlALS 1 , - :,.ear re, Cree aC.t, _t e5 Qrecte. o teal ..GnVo wi[h our tvdno0 tic` - : :Total Current -., orad- a: r.,r :o r ,.,..; m.,.,.,.n P- _:+., . Lire cart aluminum houaing e t gee c . aIJ >^i nr :t -h i' ,.<. s, d,t " r, Tort .n o£.. _,;,) , Voit fe.ln a=:ow:: � de" Pr , optic,ehen Co'' er [. �'`"":. n t:: ue. _d a n .'I; s- . af`" ecis,on Le11ae•v R d ,, P c to traditional carina head luminaires. The XSP Series d. ,e _d fo, ,. ED. I tin .n,,., rtou.:,s d act y to ;he. �. o>.; Jac +. <I ^?+. _ - " "as+rei c;., -------- zk ' 7or;l-less entr}' Input Pcxer Sfslem tVatts ' 4, r_iru;:.e - f pu_tl c,,:c a miry n a,.n io�,e: rel .- in the better alter iative for traditional street and lea li h • V '-1 ' J .,_.p. 1 1-,, a grule to.[L gw,,.. {,rebook arta m�prcled i :,t„--`: :Uosi nater t2027TJ .'+, read t.>,;_c:f al, a_,eVFj'or LE[) r 1 i , .. ',. ,. 2^"' : 5 72CV 206, 2na1' 2171' I V ( t u7 t) vu rt a ..e -rpt : n _ a ` i l Mounts on 1.-, d;?mm) iP 1.66" 42rvnj O.D. .,r. 151mn t 3 r i6ini,r! ,. nzenfel tenor m c.'Jc +.atz Lgnt scar. 5t,,aU:, r,;. ,- -,Elie : `0 .!,a. o !imam& 2D3mm in len9[li and is aJ ustanl r 1.f .4s e. st ti I .-1-:-4 ( n I I 1 I e/ it, 'Re", fpr ,_ ""� `'---,r,n cctlyto: .,n°ui <iFa'n nz.o t-, a.,n �>w 4 ,'ot ll , <., cmau"c, i.:r a T'ni, .n. aro' ;102 n, "re pn _ s , ,.,°, • -_.T Applications: Roadway, Parking lots,,vedr oo and generai a "<a tierces : tOt I" r. '.red"r, Circe ., tr:atonia [ r , --! flume, tore.,tq f"eludes ftu axis IIs"it and"n leveling; '245 -l. '� Jc hick D , u.e•. .,...r,,4 .. ) crv.: trot c, -r .ac +,Ree egi •.sn,: f-� t1�__ (( - m, Cray es0 arra and tI'i:,-< <.imn,. [..0 .i:., e, t".i.t-cy patte".,CN ra o :.yl„ i.rn' ,•.::..t„ -1,"� 1.. «, ruminalr. s..., ed. 11, two lnutefin bobs standard : . 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T (800),173-1234 F (800)890-7507 TYPE 'A40' EIGHT FiXTURE APPLICATIONS: LED DRIVER: # a -,-,«'u''' multiply inches by 25.A LtIF,Ume rV8LED s a 8" s i ,r rade ,.D risen - L r K e L 8 0 rl:z s PI f For [ED D e tvot to Scare d., -sire ,nal ALL -crock, p1.. p,o 'e,h,>lo?y sp f IIy sig eu op y 4 the : to cbta n color cos ,tong, ane n g rid o11 r .a DUvi Pato J er s des gn,d o rro! t ,I,e {-__. __ y<._. - ___ onhioli, c ss. 50 OCO ,0 r m , re l"l, . a u 5 up U ji) 000 bran min •ran, 'he ex fcr C of the Sv tem. .3\ f r -- 3S'C y95`I ) ir, open plenum appl-conons. Meeh UL CIa ,t hvrl ;r s I' j, ss L, " u Gro vc c e ti -----T HOUSING: If.. lad t 1Fc:1 I l rap m Gre - �``, r On,,in--e-n steel oigaorm. ,Eea o c cr LED moduli. ' uegr dao .hermit „A,,, y i P .ea ; but, n, Taro, ,, 'or ens a Y r vs fn<d;ar4 Ise adoa iy -=_arae ru-"er"o p•oieci d t;za� 4a � , - ,- ,-, .' :e.- I'.re. Dr:.e ', 1 V 7 V 2 J 7 0 r,ana. � i x -,t ti '""""'r( Sr c car t.c,_r ccm a invent a w , P e., v n,tg'a--a. fight erg-rte/nim greemav wnhgw s,.,t..m c .. P g r, dx -y .-ue Luf cr $e 'es A drive- "s G�.o Gvc dgbie. � , _}-' _, }.. d. � P ae F• . fL t„S; f v r - rope .ho : r' bolo,, he �c'Lng and cc.- 5, apgrcd�d .. ,`; . r:,?,_ria. i , °tMMlf`'f�i. 3 ..t - sir.. i i k I. ncco nmcga+e h Clog ripe Herts- Aapro i3 cop s stand ird with 0-1 OV d', vbi y 3 I ver S in "•„r4 cut) No. 12 AWG ccna,ctars rated for ' .__'.._.�.�....:.:-.,.... 9' rev ,:w.: ,- fl:c1<er- r_� dir,rn L. 1 V'°o. v IC`✓ co,irol- Gla 90 tnrovga wviog- c o ro u,A. O' OV, Lagan 2 - re 3 w a, ,t. - f 200-I Ci REFLECTO : aVd' E-_ri rg eSyu, , d •twe la' 1, to let, r Performance Summary H7"Sh in,tity il,oi s k. " ,do -,- ,L p, rte,+ed INSTALLATION: � 90 on, - ^(r . ti. r r cel t J. Pc nted g ilii A.obs able 8,u : .dor<i. U -ba ca! .1. .. ' ..t CL oc tFA<c um v:iatt .lift f V : H R : u, I i' r!aae ro a Go _d A a,ac V r0 4 glum- urn. LED LIGHT ENGINE: G G a 3- 1 .d b 1 5 "V,T l tv'd : .. d 1 ��3 d- h e I^ IY 0th r a � V : 'v4 g Prescrlt,. �. sa. hg, �, 4 rr 5. ",rest, ¢z c _ -, :vd Th_ aFBtFD uses the Phih s Forrn,o DIN Goo 4 « .�,�, CERTIFiC,ATI N, ^ ___ C9 S, 1•n I Liu t✓oau e .r.i, 'e note nos r,o, lochia 0^v. This P P e, - .. - - .. , .. -. G r CSA c=_r-'e. 'c J_ acd _App ar ela,dmd� � iL . _.. ternaol ovi,les <..rr.,'i_d c for <orsstc ;-' 3 acv Pr > f liven r . L-- ._ ._i. d lio' Su"tabic rod .r nr-,', t, t r ..I.. s. ppro,ed .v. hougn i SCfiv; f"xt L. . T•e s -s'em 's de,i rte`, a _... r �• -__J - s!c h M w" r c,c nc "` i-ltdv ant ocl :fe ar,: lame, ndn?.mue >SO OGG • 1 arta fcr JS ue y. E lteGl' STAR quoit ed wire "-11_1_0 -`-^ '. s It 7o.o'a onreegn ). Com re4lec'o-end A:zg4: reEedor 3� fit,ig Temp-,ou-e 20^C to 55 C Hct e Ili-bly.o. mocha, 2gh rem-,, open clew `See page 3 to. I l Shiner) h g Ire light engine coke s-inre -_h 80 CRI WARRANTY: fe'A in, an Ermi-9 61 )v it od <e,in terID-Rrts_ 5 year ,.'orrar!y- S.. , er pf.-tile.ca-n Por '.. tuld spur, Halla id C EXAMPLE I_ _F8ltDv4 -BtFLED5G43JK C:SALOG NUMBER: EXAMPLE Lf8LED7Gd1?_OHCMBLPLEC7G435K'+�JHWT :. - Other I -ling, ,aflact.rl and a ores separate!, — _ _. __ _ ------- f 1 o tion. jo Vi n moron a4hel, n,.. ,req.!i:d ... T ,,1 I� lir. 1 ,��! I / . 7 , , opera l ..-I e: x n±ate v 90'5 0( tie ris— I - no J USLEDG4 J Blank J Blank J 8LFLED5G4 U 30K J Binnk J Blank J WE J B24 ' 8 N:y E4Ploaay 12OV - Sla,dard O l OV d . ro ming 100 e1. 'J 35K San,,Dili-Clear While Ino, et of n,r e4' no, Lr, Ii 2211'✓ rc 0%- frac., '..1 RDK a CG J TRG hangers ice TI^ar J 347" J EM Gn J 8LFLED6G4 - -pog,m e T Ring ceilings E r..y BaGe-v Pick I o0Q a _n Gold Gasket J 66 'reg I s sk- sh h ,_dile J BE J liki Set oft r. l .. 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Bluely °. ck 1f _ r " + lo, , 4�,�e," I, t r° P� all � n/ ( t �JR,� ,p ith EMrescolli a : x ire w - ' " g f r! Fi e=' o a r ..-ble , va ih .ghr t 4 ge, w,hoGt I norice, sp r:caiters or r : kothot p 7 it of like: ate LoIlieri oF're produCJ Re, .Da V',,h""217201, A Division of Hubbell hg1hung, Inc. Yeb: w .prescciite-earir - T n S Rte,, : (888) 777-4832 LFR -LED -023 PHOTOMETRIC DATA LiteFrame - 8" LF8LEDG4 Downlight — Det ER DATA LF8LED5G4 30K USLED7G4 30K Product Specifications : ---- ------ 1 ,Mage 120-277V ', ED 277V "-- 'h- Cree Edge'wail mount lur-ou, hasshot, lo'e profile design. The I.i -Cure end cap, are -- -...--- 1 epuency 50/60 Hz 50/60 Hz CONSTRUCTION & MATERIALS {x79) performance aluminum heat silks,peel! ,a y' designed for LED appkVatone. Hous 1g is rugged Irl, ._.rent 0.12A 1120,) 0.22A 720•.1 -a, aluminum_ Iaciudes a i-ght igh nroanti,gooxfor5,ostsignsin over standard sea mud ring single 2M NM 0.052A (277,j 0-0'A f277vt 6r, ,_ ." , _ _ bottom, sides and rear. Allows mounting tor'aPiight o; dow,light. Des`gned arta approved for easy I ,v<-, 14.4W 26.5',^/ thwilgh wiring. Includes EVf/deb!s guard. t Gla 35prnH CInt Cur -ori Curp..t 200-700,,A 200-I Ci (IAR LEER aytpl caftans Performance Summary 1 raJor ,090 � 90 Vaunted:rhih.,Dfgoe"Product'rec eedirgy • Hou Ing is regal clan morn oc tFA<c um v:iatt : r:i- ;,20`6 <20`> : ue.< ..zs CRS: Minimum 70 CPI 4 (64mm ) ,Sr,paling FCC 47CFR KC 47CFR CCF: 4000K(+/ -SOUK), 5700K(,/ -500K, sante and i IN Pu^i i; Classa Cl., t r 15, ss A 11 • tri 're car also fe.lYect,naon elfoa gall and s- c -•d Accessories4.r i kc/ 35 3� fit,ig Temp-,ou-e 20^C to 55 C -20`C to 55`C - IT ( ML p h r T y a 11,% .,p: Rae I trliurlbril, G lY I l Shiner) T'. 118,vtw/BLS ore c_z Ermi-9 61 )v 01o'J A --- tuld spur, Halla id C C r 11,9,e u, eft,'11 -,c ru t protected Pi! Sr C u)r�l S s9 rl 4. • ..II Hol Nmy for upl yht nr do', tight 05 a,- s u31 ,,.. a. ,.ons m r on c,a p',agmetr c o ^,t P .,Ip ,,t m., arginl' with HUM or 2DP,A o tion. Dieveoul n,PProved (o eas1 trow .� Vi n moron a4hel, n,.. ,req.!i:d ... Oil LED Count l0) .. ,rot ^ 1r EN, m the ., r. r p e ode, e x, w 7 , , opera l ..-I e: x n±ate v 90'5 0( tie Published full p I - no 9 I,. nnil 20 Ei nikg) LV40G4 8LFLED5G430K `5 :. 6o- -- ZONAL LUMEN SUMMARY --- ---" LUMINANCE DATA fN CANDELA( If ,,ghr Engine: 3000K, 80 CRI �/ `^lattgge 14 4W a _ ZONE LUMENS `6LUMINAIRE 50. METER : F :.D_I-,ered Error— 1 175 Oc_i122kq; - 0_30 j 65Z -- 554 An 1 r +ertc _Arora y = . . - _.-_ _y4___-__ . eEf{; ,y:81-8 -2 -. 040 10.58 90-1 45- 4403 ep^n.tng Crneria: 1.2 _ 460 'I 175 100 D 55' 215 .__ _ "-__ CAN DISTRIBUTION 090 : v5 100.0 6 0 i _ . .......- 9i)' Ij� DEI. CANDELA iJ E 5 L M N 90- i 80 0-1 P, C 0 i 1'. 5 0. 0 100.0 75„ r, 85' U 04 'n f J c92 n,.4' , I9 1, Per lu, shiel( it ^ Total Naretonic Elstiuiva 20%alfull Ia � 74• 57 --- ' Roil weak,,, Ft a B sigh leas rTufor s i t F - Int f t d -, ;y.i P I t ,,it ,,It : 693 fr" 0 , is 021 1 '+ r G,Jsn es p(SSifn fOtPfi"Gl Stn!la Duellist4 P. G GS, � - \.. 15 735 21 0 'OK 4e00K C T p t Hsi COEFFICIENTS OF UTILIZATION_ lanai Cunt, h etl:od tic.: 25 816 37� - Ir' aor «roes A . 35 b78 407 o --> , s , rano - aI me 1 11 `45 55 d 4 air; 11 C @ US a : x ire w - ♦I ' I 65 0 0 :. (la 93 Re, .Da V',,h""217201, Ii CREE Ill I I ,, , 1 . -�,. ,'5 0 0 F (262) 504-5415 : I1�1 `, -��,... 1 ,. E5 0 0 90 0 cr, 13n ti -0 far - , I , - ,. tan 529 • M11D, TIC Psh 15 standards ILL c df- d end dl t d m" sons .,ii=;:AIII ,,, , r, - - . _,s Ela. 8455 2673996-04 Enclosure rated IP6fi pet rC 5052 9 it,"t.t f r ted hot r', Pt! I 0, t'.', options <e < --- _,ted ar 25`C Ambient in accordance to I6SNA DO i'9-2008 I hit surge suppressor interiortested V,Vrclew cewith i "EE7+f'k51062412 Berommerldrd Cee Edge" Series trB1EDGduHF)5Gs,0K �,e e_. --.,.,. LrBLflJfitt SUELE07G430K Lwninaire and finish endurance rested iowithstand 5,WGhours u*r:::_!atel ambient LED 3'.a rg rte. 80 C'nl Itfee frindecur, as de hoed in ASI dSdanderd 3117 ZONAL LUMEN SUMMARY LUMINANCE DATA IN CANDELA/ �Yl' 0`Ja tag 26.SW 6,5W OOKhr ZONE ---- LUMENS 'bU,LA olAIRE '-- SO. METER t [ sh, red Lune ns 1978 ,aLolared' 0-30 !(789 55.) An e in Vera egi Avera 9_ 9e I I,_ :�f1 icy'. 74.6 LEAF DaO 1768 I 89.4 45` 8316 C u., gCnisiia: l_2 0.60 i 1970 It 99.9 55' 4fi4 CANDELA DISTRIBUTION 090 1978 100.0 05 '3 ' -- ---- DEG CANDELA LUMENS I i 80 i 0 I 0.0 0 GS' 1190" ��� - 0 i 191 0-180 1978 I DD G Q :.., �t ` ?5" 5 232 113 GS 7 !00 595 1.93 '.,. 1$ 245 ;155 Ill 11 d ", -z-al COEFFICIENTSOF UTILIZATION _ 'C 'fy tcutin. .. ;335 616 .r, __ _- , r\ 160.. 5 5 7 30 679 �u -aor n i L sn 2 f : ozk ._"r \ 111 4i 19i 799 __. 1 _ 11 I V !'I 55 9 9 i= ro ea 45' I A J I z v 85 U 0 ai„ ,J L i .- _.___.. Q D Q 'v I ,. d 0' ", N. 8456 2873946-05 ,__ __ 1 I �L rk-d at 25'C Ambient in accordance to IESNA LM -79-2008 `retE2G3 et. tet ,,Tali -- - -•. l.,o w (°jay , vJeb unrvw presrohte rom 7CIV I /J tr- 9 1 d G Tel Support: 'i 19607 U SA, (888, 777-4832 1804) 676-,'100 44rj(°q (/'�` V Q i 4f --) t ds _ 6 _, ,.. .,rte.,, , o<,.> « _ UFELgL zr JuEIu"-Ls. _n..,- IAt l'itll'4 t Sr'fr`p- TYPE 'L' LIGHT FIXTURE TYPE 'XSP' OGI`T FIXTURE Cree Edgehi Serres WMF LED Security Wall Pack Luminaire Product Specifications : Product Description Opti Mantling LEO Court series' 'h- Cree Edge'wail mount lur-ou, hasshot, lo'e profile design. The I.i -Cure end cap, are :C for anva Opi oma made flan, rugged die .last .1-unl m va un,ogr-I n.atherhght L.ED i " e co uartrrerds and high CONSTRUCTION & MATERIALS {x79) performance aluminum heat silks,peel! ,a y' designed for LED appkVatone. Hous 1g is rugged : Options y -a, aluminum_ Iaciudes a i-ght igh nroanti,gooxfor5,ostsignsin over standard sea mud ring single 2M NM , 6 ar. J-0oxes. Secures to wall :rite four, 3; i " , d , --, r g g 6 (5n Ir screws (by oche! Conduit entry rotor top 6r, ,_ ." , _ _ bottom, sides and rear. Allows mounting tor'aPiight o; dow,light. Des`gned arta approved for easy - - „ thwilgh wiring. Includes EVf/deb!s guard. t Gla 35prnH Applications: General oma anu-o-ty ght(ng 277V (IAR LEER aytpl caftans Performance Summary 1 -- 5)i Vaunted:rhih.,Dfgoe"Product'rec eedirgy • Hou Ing is regal clan morn oc tFA<c um v:iatt : Mitchem the U S A_ of_4 U anrii mporeed parts I8 -r. : ue.< ..zs CRS: Minimum 70 CPI 4 (64mm ) 25 :. CCF: 4000K(+/ -SOUK), 5700K(,/ -500K, sante and i IN Untried tVarra liI0yearsonitm•niue/10years o, Colo•`aet DertaG-uard' finish ,.< nv .z.,,.t 9 9nrod, snz_a n , xa a : 11 • tri 're car also fe.lYect,naon elfoa gall and s- c -•d Accessories4.r i kc/ 35 5 : an 700 00 4 - IT ( ML p h r T y a 11,% .,p: Rae I trliurlbril, G lY I l Shiner) T'. 118,vtw/BLS ore c_z P Id i tailed 3411 A --- tuld spur, Halla id C 391 Pi! Sr C u)r�l S s9 rl 4. • ..II Hol Nmy for upl yht nr do', tight 05 a,- s u31 Fu h ei,,,,ov, -ni I..e oz5 , es,II - Dieveoul n,PProved (o eas1 trow .� Vi n moron a4hel, n,.. ,req.!i:d ... Oil LED Count l0) Dirr,'AI Weight ....-.. - ...-. :.. 02 - 9 I,. nnil 20 Ei nikg) :. 6o- 1 r; Qla ln) 221ba in) nkii 1 In d d J 1 1"I 9 1 a _ m 1 I ti) Dat 024 8et" 1;. Oc_i122kq; - P anal 1 u _.. 91 5"m 31 s.(l4 ik), - : -2 -. 191575mml aL I. I; a.5DI Ordering Information Exalcle. SCC DOG 2bi-W,M-06 F UL SV 7OG SIT -Me WMF Product Specifications : Product : Opti Mantling LEO Court series' -Von.,, :C for anva Opi oma CONSTRUCTION & MATERIALS {x79) - : Options rren t sol rec 2M NM e, E IL 6r, 550 - LA, o -,aro g "kid Miall nfn,r 04 t Gla 35prnH : -c 277V (IAR LEER aytpl caftans 06 : 1 11 5)i -fit D qp i. ! d , • Hou Ing is regal clan morn oc tFA<c um v:iatt : rte ux : ue.< ..zs -e ..dsyecteda..r, rem 25 ,U ) :cal IN :Neo rsl_ u,. 2fl It Ld Pis : Tgre sr" 258 • tri 're car also fe.lYect,naon elfoa gall and s- c -•d : 1< i kc/ 35 5 : an 700 00 4 - IT ( ML p h r T y a 11,% .,p: Rae I trliurlbril, G lY • Sii to .at nun for, 3116"(5n no'cr- by ideal T'. 118,vtw/BLS ore c_z '. 02i 3411 viddrt -N vs,re iF 2, a, i Pec -4 dd"Let,L ,,, why f:se 391 : • ..II Hol Nmy for upl yht nr do', tight 05 a,- s u31 .1 'Ll t t :. oz5 , es,II - Dieveoul n,PProved (o eas1 trow .� oa v r , �. , 9.3- eraa. - R t F P t l • irldurkas kdodshi guard 3M9 -. 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Maximum HIV Source Current 2ULED I350m.!.: ICmA 2GLED.e[f1f.1•. r- 00 m4., and 40-120 LEJ-. D.15mA air; 11 C @ US : ♦I ' OIL '. u 1 REGULATORY& VOLUNTARY QUALIFICATIONS :. (la 93 Re, .Da V',,h""217201, Ii CREE Ill US: vv. wren ee,conJrghting .- T (800) 236-6800 F (262) 504-5415 : Canada: T (800) 473-1234 F (800) 890-7507 TYPE 'SEC' EIGHT F=IXTURE Cree Edge '•' LED Security Wal( PackEurnlnade Product Specifications Electrieal Rata' CONSTRUCTION & MATERIALS - - ,. ' Slims !ow Irafte design : forst Crown, - • I rintanneVides vis, rugged die cat aluninturn will, Integral weeth-litil. LED driver LED rod l System nelo d,om,drbnen_ end thugh per fartuo e cit ...oil heat w,1S, soo,fivalif de"quel fen V:10) 120-480Y I9LV Due 2401 277V 3470 : 480V LEER aytpl caftans • Hou Ing is regal clan morn - • lin'hed w,ih log, co er.li g ,1 vie rt -i .,Hort, b F d,... 1 ., o PP § 9 ] 3 ir-tailatu•o•'e' 150mF: lie"H'd anll mudrng,role gang.i-(;fres • tri 're car also fe.lYect,naon elfoa gall and s- c -•d 022^. u,i.. 03 __. u.,! 0.!0 .. a n*, L „ • Sii to .at nun for, 3116"(5n no'cr- by ideal ea 96 ore c_z '. 02i azo Lit 9n • trunin„tr/III to. bottom Sines and I.ar • ..II Hol Nmy for upl yht nr do', tight 05 a,- s u31 0.23 oz5 c>a :Gas Dieveoul n,PProved (o eas1 trow .� oa v r , �. , 9.3- eraa. 0 1 D2G • irldurkas kdodshi guard -. ' rite us've Lo arias[ D I � Laid' 1; -s1 fedi, Tr C C [ <5 e' ”. iii an IC i4. D'P (S: -__ a4' 0,I - Dat 024 u tradt rah e field Wgrifln proud-' 1. e cede t ..tan,, i, c roti,."), wt:a,'ioiet 1;. rest degradat ail and ah,asicn.9lack biome slyer add ht area el-itla : 130 __ 1v Dtt 3-0n U38 G 2E , Weight: See Dimers ons and Weight Chart on page i 525uD _ ELECTRICAL SYSTEM 52 sT : oza 119 ot7 016 DIz a:G • Ment 4oltare: -20 7 T nr 347-4dOV SCi60'z Crass 1 divers - -- - -- -- — • Powis Factel I G,'n. at lull lead 04 'n d U3 134 n,.4' 493 d J 0 III ^ Total Naretonic Elstiuiva 20%alfull Ia - --- ' Roil weak,,, Ft a B sigh leas rTufor s i t F on u U^' a9 fr" 0 , is 021 1 '+ r G,Jsn es p(SSifn fOtPfi"Gl Stn!la Duellist4 P. G oe .r 1'a i, 6 6 0 D Hsi ,,, G2=- ' 10 udre.onL,h,u,;sLi tIc "t o'/pCC b el .. pie d Minn - - Maximum HIV Source Current 2ULED I350m.!.: ICmA 2GLED.e[f1f.1•. r- 00 m4., and 40-120 LEJ-. D.15mA ', m. so :. 9.1, 0.25 ezz azo OIL '. u 1 REGULATORY& VOLUNTARY QUALIFICATIONS :. (la 93 Via uab 140 036 G,' 020 ' ,nLts Listed - . ___ : ... .....-. 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Please refer to wre,durI,,ky arty- it,, ,es [(Intent 5”,_ad 0.19 )st 025 lformatare L41I Fl .0.93 Freels Buy Amercen nouniements whin,ARRA ITL' .103 ,, 11 91 09 b a ,: tn92 iC 102 a3 r._ "W slit 0.9° .. s 15 .- -l :. in, 1.96 :095 0� 1.90 GS 7 !00 595 1.93 091... -C 3Q Ill 11 d ", .8 , I : d .PI , Idr 1r,k.nL 1, . d.,., .nr o , oo,r—It"', I& - quillim CREE U6: --re,ee sonighting T (800) 236-6800 F (262) 5p4-6415 Canada www.c:ee.ca leer da T (300)473-7234 F (800) 890-7507 TYPE POLE MOUNT GreenherUFarrow 1430 W. Peachtree St. Ste 200 Atlanta, GA, 30300 t, 404 601 4000 f. 404 601 3970 COPYRIGHT NOTICE This drawing is the property of the above referenced professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUEIREVISION DATE DESCRIPTION 05/26/15 CLIENT REVIEW 09/18/15 PERMIT SET 10/30/15 CI -(Y COMMENTS� 12/04)15 CITY COMMENTS2 01/06/16 APPROVED PERMIT SET - , ` ` Nlls_zs�s=� .,.: 2018 PAOFESSIONAL IN CHARGE ERIC WOLF PROJECT MANAGER KATHERINE MCKEEVER QUALITY CONTROL ONOFRE MAYUGA r k11 i MU21101,01mili4 y PROJECT 9111111I � 111111i � F R WHEAT L EMPIRE PETROLEUM PARTNERS SPECIAL USE PERMIT AND SITE PLAN THAT PART OF THEN NORTHEAST EAST 1/4 OF SECTION 20 TOWNSHIP 3 SOUTH, RANGE ANGE 69 NEST OF THE 6TH P.M. COUNTY OF JEFFERSON, STATEF O COLORADO 12300 W� 44TH AVENUE WHEAT RIDGE, COLORADO F�------ F�----- F�------ F�------- F� ------ �� '------- F� 1b, ~J�^ x � CITY REQUIKEMENTS: Pi4NTc\(_HFFlU|F TREES CODE REQ. PROV. LANDSCAPE AREA 20% OF THE SITE SHALL BE LANDSCAPE AREA 20%/4,4!4,&F 20%/014SF vz SHRU� AREAS. KEEP TURF CLEAR FOR A 18" 1 TREE AND 10 SHRUBS PER 1,000SF OF REQUIRED LANDSCA PE AREA 5/44 5/76 KEEP Miji. CH 6" — 8" PP2 3 Pinus edu|ls / Pinon Pine MAX 30% LANDSCAPE AREA PROVIDED IN TURF 30%/1,324'�F 0%10SF ROOTBALL PER SEC. 26-502, THE USE OF NON -LIVING MATERIAL CANNOT EXCEED 35% OF THE 35%/1,545SF 20%/883SF REQUIRED LANDSCAPED AREA. 7 Syringo reticulata 'Sommer Snow' / Summer Snow Japanese Tree U|no 15 gal 2^C a| 6-'-7'H STREETLANDSCAPE 'I TREE PER 301F OF STREET FRONTAGE 2 Ti|io cordata x mongo|ioo 'Harvest Gold' / Harvest Gold Linden B & B Z^Co| O'~g'H SHRUBS CODE QD( PARKING LANDSCAPE SCREENING OF THE PARKING ALONG THE ROW YES AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL ON -SITE PLANTINGS Pi4NTc\(_HFFlU|F TREES CODE QTY PLANTING AT CONT CAL SIJE vz SHRU� AREAS. KEEP TURF CLEAR FOR A 18" KEEP Miji. CH 6" — 8" PP2 3 Pinus edu|ls / Pinon Pine B & 8 FROM BASE OF TREE. ROOTBALL LAYER OF SHREDDED BARK. 33 7 Syringo reticulata 'Sommer Snow' / Summer Snow Japanese Tree U|no 15 gal 2^C a| 6-'-7'H TH 2 Ti|io cordata x mongo|ioo 'Harvest Gold' / Harvest Gold Linden B & B Z^Co| O'~g'H SHRUBS CODE QD( BACKFILL WITH NATIVE SOIL SIZE 00 01D BA 15 B*rberie thunbergii 'Atropurpureo Nano' / Dwarf Rod|eof Joponn:s Barberry 5 go{ � ~ � JB 21 Juniporus uobino 'Buffalo' / Buffalo Juniper 5 gal OJAI { ~ � JT 15 Junip*/ua uubinu 'Tnmorisoifo|io' / Tomorix Savin Juniper 5 gal PH 7 Ponicum virgotum 'Heavy Metal' / Blue Switch Gross 1 gal \ ~ ) PA 3 Porovakio otrip|ioif"|in / Russian Sage 5 gal | PW2 29 Pinus nnugo 'VYhitebud' / Mugo Pine 5 gal RA 15 Ribes n|pinum / Alpine Currant b gal SPO HET 12 Sporobo/uo hctero|epio / Prairie Dropuoed 5 gal NOTED ��)R SPECIFIED. BACKFILL MIX, SEE 2X GROUND COVF[,�,S CODE QD� NOTES AND SPECIFICATIONS CONT SPACING NATIVE SC IL MIX 48" AT 24" BOX FIRMLY 1'__'OMPACTED. 50^ AT 30" BOX 72^ E] PT 1.038 Potenti||o tobernoamonto ni 'Nano' / Cinquefoil flat 127 o. c. 0, 'N 77�\0/0 KEEP MULCH FREE FROM A S" RADIUS AT THE PLANT TRUNK. 4, HIGH WATER wELL��7 / TN FEET \ SET ROOTBALL CROWN 1 ^ HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL, MULCH TO 2^ DEPTH AT WATER WELL. r—RN|SHED GRADE. 112 = 1'-01' 10 GAUGE C4LV CABLE W/ TURNBUCKLE & CLEAR PLASTIC COATING 3'x12y' WOOD OR METAL FLAG, / ^� PAINTED WHITE. 45 DEG TYPICAL 12^ LONG X 5/8" DIAMETER REINFORCED HOSE OVER WIRE @ TRUNK (TYP.) 1^ DIA. X 36" GALV. IRON PIPE AN�HOR W/ CAP ON TDP. ONE AT EACH TIE (3 REQ.) TDP OF PIPE TD BE 1'^ BE1{}VV FINISHED GRADE ----� lit 153 Cordavil le Road, Suite 210 Southborough, MA 01772 t., 508 229 0032 COPYRIGHT NOTICE rmu am°iny ;s :he pmve�y o/ tnv above mmmoceu pm�ns�nol oou is not lo be used ro. any purpose other mon the spenioc proJsct and uuo nor—red xe,cm' end vonnn| be reproduced in any monnc, without ms e,pmon *mto: permission /mm mo pxxoosi000l ISSUE/REVISION RECORD DATE DESCRIPTION PROFESSMAL SEAL SET R0OTBALL CROWN \ 1 HIGHER THAN THE SURROUNDIN(_" FINISHED Gn*uc. SLOPE BxCnFx� -L AWAY FROM \ R0UT8ALL FOR POS|T!V� DRAINAGE. PLANTING AT PLANTING AT TURF AREAS. vz SHRU� AREAS. KEEP TURF CLEAR FOR A 18" KEEP Miji. CH 6" — 8" RADIUS CIRCLE AROUND THE FROM BASE OF TREE. ROOTBALL LAYER OF SHREDDED BARK. MUL&'," WATER WELL AREA -70 3" DEPTH. RECESS TURF AREA HIGH WATER 1 TO ALLOW FOR MULCH. BACKFILL WITH NATIVE SOIL 00 WITHOUT ANY SOIL FINISHED GRADE A�REAS. AT LAWN. `--NATIVE SOIL MIX FIRMLY COMPACTED. l�--Ill FIINI'SHED GRADE 112 = 1'-01' 10 GAUGE C4LV CABLE W/ TURNBUCKLE & CLEAR PLASTIC COATING 3'x12y' WOOD OR METAL FLAG, / ^� PAINTED WHITE. 45 DEG TYPICAL 12^ LONG X 5/8" DIAMETER REINFORCED HOSE OVER WIRE @ TRUNK (TYP.) 1^ DIA. X 36" GALV. IRON PIPE AN�HOR W/ CAP ON TDP. ONE AT EACH TIE (3 REQ.) TDP OF PIPE TD BE 1'^ BE1{}VV FINISHED GRADE ----� lit 153 Cordavil le Road, Suite 210 Southborough, MA 01772 t., 508 229 0032 COPYRIGHT NOTICE rmu am°iny ;s :he pmve�y o/ tnv above mmmoceu pm�ns�nol oou is not lo be used ro. any purpose other mon the spenioc proJsct and uuo nor—red xe,cm' end vonnn| be reproduced in any monnc, without ms e,pmon *mto: permission /mm mo pxxoosi000l ISSUE/REVISION RECORD DATE DESCRIPTION PROFESSMAL SEAL SET R0OTBALL CROWN \ 1 HIGHER THAN THE SURROUNDIN(_" FINISHED Gn*uc. SLOPE BxCnFx� -L AWAY FROM \ R0UT8ALL FOR POS|T!V� DRAINAGE. PLANTING AT PLANTING AT TURF AREAS. SHRU� AREAS. KEEP TURF CLEAR FOR A 18" KEEP Miji. CH 6" — 8" RADIUS CIRCLE AROUND THE FROM BASE OF TREE. TREE. MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. MUL&'," WATER WELL AREA -70 3" DEPTH. RECESS TURF AREA HIGH WATER 1 TO ALLOW FOR MULCH. ELL AT SHRUB FINISHED GRADE A�REAS. AT LAWN. l�--Ill FIINI'SHED GRADE AT NOTED ��)R SPECIFIED. BACKFILL MIX, SEE 2X ROOTBALL NOTES AND SPECIFICATIONS 32" AT 15 GALLON NATIVE SC IL MIX 48" AT 24" BOX FIRMLY 1'__'OMPACTED. 50^ AT 30" BOX 72^ AT 3G" BOX PLANT PIT DETAIL 1" = 1'-0= | — - 25'-1" 3'-0" 3'-1" 91,._5=, + 22'-0" — m� o. T_.B-- T.O. BLADE WALL COORDINATE EiFS -..T LOCATION OF JOINT 00RDIN�,TE ,JUNCTION E30X NITH fir TY LOCATION ON OF SICNA6 N✓ENDOR JUNCTION BOA �IITH 5I6NA \/ENDOR ,.,, + 18'-0"------- --- _ -- T.O, PARAPET FRAMING E o Q Q, , 101- -6" 2 B.O. EIFS 3 1711`= �. 10'-0" /� N B.G. CANOPY L ,� - co AFNJw WP _S T _i_ w jam_ g a r I ' iI I i 1 ° l 1 �� ».�:.,®,•t i , :,.. �, ,.!�,. ..� ' Ems- �_ _T �" _-�T�"J_ Y _.--_a-�_r. tr--- 1;.. "�.x._ � 7, t: `'�°"� t w W m"� _. a ` L_ �.i w ,�,� .,� �'r. � _ `\ _ �. 7 r fr �� `:; `k U s _01) rr r�- B _ _. � a ,.� ,..�:" .. .. .. '� ..., ' '".. •.a� FiNISl-1 FLOOR-- --------------- ! _ i� a � �__� a mom. FRONT BUILDING ELVTION (SOUTH ELEVATION) 11" 11 111 1 11 1 111 11'-9" 2'-0" 4'-51° 2'20" 4`-10" I. 2' d" SIGNACE SUBJECT TO SEPARATE PERMIT AND SHALL COMPLY WITH ARTICLE VII OE CHAP i ER 26 01= THE CITY CGDE I E 2,-2n + 22'-0" EIF5 OOORDINAT ti T.O. BLADE -WALL----------- ..JOINT LOCATION OF M TAL .r. JUNGTIONd SOX �IITH irk COPING SIONA6E VENDOR, �U 1,-,r 3'-0" 10'-0"3`--0" 10'-0,. 10'-0" ---- 31 -01, v 10'-0" 3'-0" a g 1 T.O. PARAPET FRAMING i. l 17, . u . — ��M i > i : 02 y 2 1 � EQ EQ . _. „1a B.O. EFS I1 IIIs ! ,.l�rf ! ;i F .:, I ,c _ _ I r" ' � ,r � , I I i .I i, __. ~��i' I I ,a1 s 1 `( "k^ F4, i�$1 ( o•I i �------------------_ , I111i I �- tr i .. ...._. Y'°"--r.._,:s"- .,,a -:.�3 "� ,s _._ - _,.�!...___:_._; s;,:-. 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T�.L.,_. 55'-0" I, 6'-0" 1'-8" 11' 5" '1 11 2'-0 7'- 15- SIGiT'AGE SUBJECT 10 SEPARATE PERMIT AND SHALL COf PLY WITH ARTICLE vii OF CHAPTER 26 C THE CITY CGDC RM# 4 , 5HUTOP7 EFS DRYVIT OYSTER SHELL SANDBLAST FINISH OVER FOAM WITH METAL CAP FLASHING. 0EIFS DRYVIT NATURAL WHITE SANDBLAST F:NI;SH OVER FOAM 2/ WITH METAL CAP FLASHING. OS ONE VENEER - BORAL COUNTRY LEDGESTONE 4A BRICK VENEER - BORAL COLONIAL h STOREFRONT - BRONZE ANODIZED 6 FLUTEi) STEEL - BRONZE CNOT l_'SED C8) S.E.S- PANEL LOCATION, SEE ELECT. DWGS. 0_19 RECE:; _:ED EMERGENCY SHUT OFF SJ,IT CH MOUNTED AT 40" A.F.F. CEXTERIOR WALL SCONCE, SEE ELECTRICAL UGGHTHNG PLAN \L�/ FIXTURr_ TO MATCH ADJ _ Ac�Nr MATERIAL COLOR 0 _> 4 8 12 6 MARRifthmignsal SCAT--= 4 = 1'-C" FEET 153 i X11 r ,/£: : M Road, or Suite 210 v. Southborough, MA 01772 t: 508 229 0032 COPY BISHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any p€.irpose other than the specific project and site named herein, and cannot be reprocuced in any manner without the express whtten permission from the Professional ISSUE/REVISION DATE DESCRIPTION 05/226/15 CLIENT REVIEW - 09 1 15 PERMIT SET 10/30/15 CITY COMMENTS L1 12 04 15 CITY COMMENTS°2 01/06/16 APPROVED PERMIT 5ET GENERAL NOTES: PROFESSIONAL IN CHARGE — - --- - ---- ----- DOUG COUPER - -- — - —__ PROJECTMAINAGER 1. SEALANT: WHEN SEALANT IS REQUIRED ADJACE ROHIT CHID TO LIGHT OR DARK AREAS, USE ---- —- CLEAR SEALANT. ALL SEALANT SHALL. BE PAIN LI, , QUALITY CONTROL WARREN DRURY 2. FINISH FLOOR 2" ABOVE FRONT SIDEWALK FOR iiOISTURE PROTECTION OF SILL. DRAWN BY WARP GRADES TO DOOR WITHIN ADA ACCESSIBI;' STANDARDS. ADAM WILSON 3. CENTER SIGNAGE ABOVE FROM -F DOOR, ADJUST -. IGHT PER ARCI-L 4. ALL SIGNAGE TO BE APPROVED UNDER SEPARA : PERMIT. PROJECT NAME 5. USE BENJAMIN MOORE SUPER SPEC ACRYLIC CC�`,JING FOR ALL METAL PAINT FINISH. BUILDING MATERIALS SUMMARY TRANSPARENCY SECONDARY MATERIAL (EIFS) REQUIRED — 60% 220 aaft 25% max 118c, sgft PROPOSED — 634 / 230 sgft 23% / 105 sgft FAt;AUt ANSA 13LIWLLN T-0"• AND 8'-0" A.F.F 366 S.F. WINDOW AREA BETWEEN 3'-0" AND 8'-0" A,F.F. 230 S.F. WINDOW AREA AS PERCENTAGE 63% ®".®e®e m Aut. ANLA UtIWttN 5-U- AND 8•-0" A,F,F, 280 S.F. WINDOW AREA BETWEEN 3'-0" AND 8'--0" A,_F.F. _ 100 S.F. WINDOW AREA AS PERCENTAGE 36% NOT ISSUED FOR CONSTRUCTION E � E o 2� r . q . t . ,I 11z � I . - ------T-- ­ I - _____T_ ­­- _T_ _­ 1�1±­22'70 .... .... ___ T.O. BLADE WALL * + 18'-O" . ­ ------ - . ....... .. ­ ___ __-, - . ,� T_. O_. - ­PARAP EIT F RAM IN c . 11 I , I &" METAL FREJ--A5RICATEL�l . 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ETC, 5TORM SENER - SEE CIVIL SFE ELECTRICAL ---- --- ­_ . ........ . . . _.____________._._._____ -_ ____.... - I --------. ___.____.______._____________ _.___ .----- _.___._._______________ ____ --- ___­._______ 2 FRONT BUILDING ELEVATION (SOUTH ELEVATION) I - ___ ______.______________ _________-__1___________ ----.-- __ --.----- . ...... ____ ­____ _.._._._._____ - - ____ 114"=V-0" - __ ____ __1_1 ___ ___________________._________ . ..... . ____ ____ --- ._.__...____.__.__ ____ _____.___..____._____ i ..-,---.- _.____._ _____ - -------- ____ i I i I MATERIAL CALL OUTS LEGEND � GENERAL NOTES, I II I I --.-.-.--- - �­_____._____ ____­______­ ------ � i �__­­_ i i; _._._..._.___.__­ - -------- ­__ ______ ,____._.______.._______ I i ! I � SEALANT: WHEN SEALAN-1 IS REQUIRED ADJACENT -Ir',, UGHT OR DARK AREAS, USE I . i CDIFS - DQYVI-I - OYSTER SHELL SANDBLAST FINISH OVER IFOAM CLEAR SEALANT, ALL SEALANT SH'ALL BE PAINTABL� . 11 / WITH METAL CAP FLASHING. I ! 2. RNISH FLOOR 2" ABOVE FRONF SIDEWALK FOR MOS'FURE PROTECTION OF Q-11 _ i . I (D EFS - DidYVIT NATURAL WHITE SANDBLAST FINISH OVER FOAM G R WITHIN ADA ACCESS! B LITY S'TANDARDS. WITH ME-lAt ; !� 1_1 CAP FLASHING. 3 � � - CENTER SiGNAGEE ABOVE FRONT DOOR, ADJUST HE'�Hl PER ARCH. I (D STONE VLNEER - BORAL COUNTRY LEDGESIONE 4, NOT USED 5. USE BENJAMIN MOORE SUPER SPEC ACRYLIC C0A'::\,,C FOR ALL METAL PAIN -IF j /_ __� BRICK VI' HEER - BORAL COLONIAL � FINISH. 2'-2" ,� i � �4 '- ' '7- � 11 � � EIFS + 22'-O" 1 SIOREFRCINT - BRONZE ANODIZED I- ­_­­ - ­­­ � --­JT-n=z== METAL -,JOINT T.O. BLADE WALL* (D ' 2- - COFINO _\ �! " 3 I- L ,- E_ - I _011 31-C 101-011 101-011 _00 101-011 2- -C)II �" 7YF. - C6 � FLU_= SIIEEL - BRONZE _1 � 101 � I ,� - I I ------------- 17 � 11 S_0" 1, __-7 3' 1 1 1 1 - I I . - . , � ; - I E I I - I O/ HOT USED i - - - ____ --,-.-- + 18' _0"_ I I _ � ­ I I � I I I . - I ". I - I I I .. 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I I TRASH ENCLOSURE (SIDE) TRASH ENCLOSURE (SIDE) I .___L___ _L_ I I , ­_ - 1-z I I , COPYRIGHT NOTICE TInis drawing is the property of Ihe above referenced P,ofessioncl and is no+ to ,,,a used for any purpose othe- than �he specific project and site narned herein, end cannot be reeproduced in any manner without" �he express written permission Ironn the Professional ISSUE/IREVISION RECORD DATE DESCRIPTION 05/26/15 CLIENT REVIEW O?zi§����_ 10/30/15 CITY COMMENTS #1 12/04/15 CITY COMMENTS #2 _ D PERMIT SET 10-.00, "I.- #7 �uwff­197TTT PROJECT NAME EMPIRE PETROLEUM PARTNERS I THAT PART OF THE NORTHEAST 114 OF 0 1 WEST OFTHE EITH P.M, C6UNTY #F JEFFEAS&N, STATE bF 1:r#L*k40 12300 W� 44TH AVENUE WHEAT RIDGE, COLORADO I, 'I' � 7 -i ­-, ­ " � - , ""', PROJECT NUMBER 20150090.0 SHEET TITLE I 11 11 1�� �, I "I I , � I , Ut'l- 1'11�`, SHEET NUMBER ..___1______.-_ A6w1 - NOT ISSUED FOR CONSTRUCTION I I I i i 49 -0" I TI �I EXISTING CANOPY STRUCTURE AND FRAMING TO REMAIN - NEW EXISTING CANOPY STRUCTURE AND FRAMING I O REMAIN - NEW — METAL PMIEL FASCIA TO BE APPLIED TO EXISTING STRUCTURE - METAL PANEL FASCIA TO BE APPLIED 10 EXISTING STRUCTURE - AGM PANELS (VALERO 1 -FAL) ACM PANELS (VALERO TEAL L � ) E EXPOSED PORTION OFEX15TING XPOSED PORTION OFEXI5TING COLUMNS TO BE PAINTED TAN COLUMNS TO BE PAINTED TAN I EXISTING PUMPS— EXISTING PUMPS TO REMAIN 1-0 REMAIN EXISTING PUMP,_ l EXISTING PUMPS �i TO REMAIN! ; TO REMAIN ! 00 I EXISTING BOLLARDS - PAINT /- – EXISTING BOLLARDS - PAINT TO MATCH CANOPY COLOR Ana TO MATCH CANOPY COLOR (VALERO TEAL), TYP. (VALERO TEAL), TYP. ; i � � l EXISTING COLUMNS TO BE 2 G WRAPPED TO MATCH NEW STONE VENEER FINI5H ON C -STORE j BUILDING, SEE SHEET AG.O FOR FIN15HE5, TYP. I i CANOPYACK�AI ELEVATION) �ELEVATION) - .-.-_ - --- ------- ..-_-- 1/4'= � , 0" rx „ 0„ — —- - — — - — -- — FUEL CANOPY - GENERAL DEMO NOI i ALL NON-STRUCTURAL. ELEMENTS Or' EXISTING FUEL CANOPY TO BE REMOVIED (METAL PANEL FASCIA, E/TERIOR fIN15ME5, SOFFIT, LIGHTS, ETC). EXIST-ING CANOPY 5THOCTURE TO REMAIN. FUEL PUMPS, BOLLARDS, COLUMNS, AND FUEL ISLANDS TO REMAIN INTACT AND PAINTED, AS SPECIFIED: i l I ; i E E E w 55)'-7"+ ---- - -- -- - -� 49' „ EXISTING CANOPY STRUCTURE AND FRAMING TO REMAIN - NEW ! EXISTING CANOPY STRUCTURE AND FRAMING TO REMAIN - NEW METAL PANEL FASCIA TO BE APPLIED TO EXISTING STRUCTURE - I METAL PANEL FASCIA TO BE APPLIED TO EXISTING STRUCTURE - cI ACM PANELS (VALERO TEAL) ACM PANELS (VALERO TEAL) r s i EXPOSED PORTION OF EXISTING EXPOSED PORTION OFEXI5TING COLUMNS 1-0 BE PAINTED TAN COLUMNS TO BE PAINTED TAN EX151-ING PUMPS EXISTING PUMPS TO REMAIN �� TO REMAIN r � EXISTING PUMP EXISTING PUMPS TO REMAIN TO REMAIN , EXISTING BOLLARDS - PAINT EXISTING BOLLARDS - PAINT TO MATCH CANOPY COLOR � � TO MATCH CANOPY COLOR m VALERO TEAL), TYP. (VALERO TEAL), TYP. ! e n EXI5TING COLUMNS TO BE g WRAPPED TO MATCH NEW STONE VENEER FINI5M ON C -STORE BUILDING - SEE AG.0 FOR FINI5HE5, TYP. ! 2 CANOPY FRONT (SOUTH ELEVATION) N IELEVATION (EAS T ELEVATION) - -- - - 0 COPYRIGHT NOTICE This drawing is the 'property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named 'Herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION DATE DESCRIPTION Ri 05/26/15 CLIENT REVIEW O9 8/15 PERMIT SET 10/30/15 CITY r.:. . L�ZP4/15 PROFESSIONAL SEAL a ­ PROFESSIONAL DOUGCOUPER PROJECT MANAGER RQHIT CHID QUALITY CONTROL -- WARREN DRURY PROJECT NAME EMPIRE PETROLEUM, SPECIAL M SITE PLAN THAT PART OF THE NORTHEAST 1/4 OF SECTION M TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. • - #, 12300 W. 44TH AVENUE WHEAT RIDGE, COLORADO PROJECT NUMBER 20150090.0 S"EET TITLE magelEw4flaugglam 4. 41 of Wh6atRj:.dgc TO: CASE MANAGER: CASE NO. & NAME ACTION REQUESTED: CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT Community Development Director Lisa Ritchie DATE: December 29, 2015 SUP -15-051 WSP-15-05 — Empire Petroleum Request for a Special Use Permit with a Site Plan to allow the redevelopment of an existing motor fueling station. LOCATION OF REQUEST: 12300 W. 44`h Avenue APPLICANT (S): Gregg Burnett, Greenberg Farrow OWNER (S): EPP Colorado Acquisition, LLC APPROXIMATE AREA: 21,780 square feet (0.50 acres) PRESENT ZONING: PRESENT LAND USE Commercial -One (C-1) Motor Fueling Station ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) ZONING ORDINANCE Location Map Special Use Permit and Site Plan Case Nos. SUP -15-05 and WSP-15-05 ` l"tc JURISDICTION: All notification and posting requirements have been met; therefore, there is jurisdiction to make an administrative decision. No legitimate objections were raised during the posting period. I. REQUEST The applicant is requesting approval of a Special Use Permit (SUP) for the redevelopment of an existing motor fueling station along with a 4,000 square foot convenience store with an additional retail space at 12300 W. 44`' Avenue. The property is zoned Commercial -One (C-1), which allows for a variety of office and retail uses. A motor fueling station requires a SUP. Section 25-114 (Special Uses) of the Wheat Ridge City Code empowers the Director of Community Development to decide upon applications for special use review if the following conditions are met: 1. A completed application package has been submitted and fee paid; 2. The Community Development Department has notified adjacent property owners by letter notice and the site has been posted for at least ten days; 3. No written objections have been received in such ten-day period; 4. The Community Development Director concludes that the criteria for approval, as set forth below, are substantially complied with and support the request. The Community Development Director can impose conditions or stipulations upon approval, which may include physical design, operational, and maintenance considerations to ensure compliance with the criteria for review. Staff recommends approval of the request with conditions. II. EXISTING CONDITIONS The site is located at 12300 W. 44`h Avenue, in the northwest quadrant of Wheat Ridge. The site is currently zoned Commercial -One (C-1) and is developed as a motor fueling station with a small convenience store originally approved under SUP -86-05 and WSP-86-02. The surrounding area is a mix of zoning and land uses. Directly to the south are properties zoned R-1 that contain low density, single family homes. Immediately to the west is a property zoned MU - N with an older single family house converted for retail use. Beyond this property to the west and south are properties zoned A-2, with a variety of agriculture related uses and single family homes. To the east across Vivian Street and to the north across W. 44`h Avenue are properties zoned C-1 and Planned Commercial Develo ment, with restaurant, auto trailer sales, a storage facility, and retail uses. Based on Jefferson County Assessor records, the property is 21,780 square feet (0.50 acres) in size. There is roughly 150 feet of frontage along W. 44`h Avenue, and the property is roughly 147 feet deep. There are currently two access points along W. 44`h Avenue and one along the Vivian Street frontage. The existing site contains a 563 square foot building, three sheds and four Special Use Permit and Site Plan Case Nos. SUP-15-05/WSP-15-05 fueling pumps with a canopy. The applicant is pr9posing to demolish the existing structures and leave the fueling pumps and canopy in place. oihibii 2. Aerial. ExhibS'ite Phot. III. CASE ANALYSIS The applicant has submitted an 1 l page site plan which includes plans for landscaping, site design, building elevations, photometric and light fixture information, and other site development details. The proposed site plan orients the 4,000 square foot building at the southwest corner of the site, toward the rear. The proposed site plan leaves the four existing fueling pumps, the existing canopy, and the existing underground fuel storage tanks in place. Due to this, certain standards in the Architectural and Site Design Manual (ASDM) will not be achievable. Access to the property from W. 44th Avenue will remain largely unchanged, via the two existing curb cuts at the western and eastern sides of the property. The existing access point along Vivian Street will be closed, and a new access point via a curb cut will the constructed along the southern portion of the site, in order to increase the distance of the access point from W. 44th Avenue. The streetscape will be improved by the provision of a new 6 foot wide detached sidewalk with a 5 foot amenity zone that will include three new street trees along W. 44th Avenue. The required amenity zone is reduced by 1 foot, from 6 feet to 5 feet, due to the existing fueling pump location, and the need to not further constrict the drive aisle to the fueling pumps. The streetscape along Vivian Street will be improved to include an attached 5 foot walk, 4 street trees and additional landscaping. The site design is driven mainly by the location of existing elements that will not be relocated, including the fueling canopy and four fuel pumps, and the underground fuel storage tanks. Due to these constraints, and the recommendation by Public Works to relocate the existing access point off of Vivian Street toward the south away from W. 44th Avenue, the only remaining viable location for the new structure is in the southwestern area of the site. The site is located within the Contemporary Overlay district in the ASDM, which would require the building to meet the 0- 20 foot build -to requirement. Due to the existing conditions, the build -to requirement is not feasible. However, it should be noted that the fueling canopy is within the build -to area. The new building is proposed to be 4,000 square feet and will contain a convenience store and an additional separate retail space on the western side. It is faced with brick, stone and EIFS, with the required detail in fagade design prescribed in the ASDM. The building design exceeds the transparency requirement on the front, W. 44th Avenue fagade. Per the ASDM, transparency is required along the Vivian Street frontage, however, the application proposes the use of spandrel glazing in an amount to satisfy the 30% requirement. This is proposed due to the location of the building setback roughly 80 feet from the street and the desire to provide security for the employees and responds to their interior layout. Staff concludes that this transparency standard is not required in this instance as the intent of the transparency requirement is to enhance the pedestrian experience, which is not applicable due to the deep setback along Vivian Street. Special Use Permit and Site Plan Case Nos. SUP-15-051WSP-15-05 Parking is provided in amounts required by the Code, totaling 14 spaces and 1 accessible space. A trash enclosure is proposed near the southern property line, and will be faced with brick with solid, fluted steel gate. The existing canopy will be upgraded with new fascia materials, and new brick surrounds will be constructed on the columns. The existing monument sign is proposed to be replaced, and will be subject to a separate sign permit. The landscape plan complies with all criteria, providing 20% of the site as landscaped area. The plan complies with all requirements regarding trees and shrubs, hardscape, and turf area. An existing 6 foot tall solid wood fence is proposed to be replaced with a new 6 foot tall solid wood fence along the southern property line. The lighting plan complies with the development standards in the City code. The applicant proposes security lights with dimming technology along the sides and rear of the property to respond to neighborhood concerns. During the neighborhood meeting, adjacent property owners requested additional lighting along the rear of the property, which may result in light trespass as applied. The operator will have the ability to provide lighting levels that comply with the code, or alternatively if the neighbors request, could increase lighting levels. IV. SPECIAL USE CRITERIA Before an administrative special use is approved, the applicant shall show and the Community Development Director shall find that the majority of the proposed special use criteria have been met. Staff provides the following review and analysis of the SUP criteria: 1. The special use will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood. The proposed development of the site will not have a detrimental effect on the general health, welfare, safety and convenience of persons residing or working in the neighborhood. The redevelopment on the property is consistent with the existing use of the property. Staff finds this criterion has been met. 2. The special use will not create or contribute to blight in the neighborhood by virtue of physical or operational characteristics. The request will not create or contribute to blight in the neighborhood and should be an improvement to the area through the redevelopment and improvement of a parcel of land which is currently underutilized and dated. Stafffinds this criterion has been met. 3. The special use will not create adverse impacts greater than allowed under existing zoning for the property. Special Use Permit and Site Plan 4 Case Nos. SUP-15-05/WSP-15-05 The list of permitted uses in the C-1 zone district includes motor fueling stations and retail uses. The site design has taken into consideration safe access and upgraded site and building design which are generally compliant with C-1 regulations and the intent of the ASDM. The proposal complies with all C-1 zoning regulations with respect to uses, parking, size, and setbacks, as well as the other regulations. Staff finds this criterion has been met. 4. The special use will not result in undue traffic congestion or traffic hazards, or unsafe parking, loading, service or internal traffic conflicts to the detriment of persons whether on or off the site. The proposed use on the site is not changing to a great degree. There is additional retail space proposed, but circulation and access have been reviewed and approved by both Public Works and Arvada Fire District. The site is located along W. 44`h Avenue, which is classified as a minor arterial, designed to accommodate traffic for commercial uses. Staff finds this criterion has been met. 5. The property is appropriately designed, including setbacks, heights, parking, bulk, buffering, screening and landscaping, so as to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially with adjacent properties. The single story structure is consistent with the requirements in the zoning code and the ASDM. The building setbacks, height and required buffers comply with the zoning code. The proposed site design will provide additional landscaping and street trees, which improves the property as it currently exists. The lighting design is flexible, and can be increased if requested by the neighboring properties, as was indicated by some attendees during the neighborhood meeting. Staff finds this criterion has been met. 6. The special use will not overburden the capacities of the existing streets, utilities, parks, schools and other public facilities and services. The special use component of the application, the motor fueling station, is not proposed to be altered from the prior SUP approval in 1986. The existing four fuel pumps will remain and no additional pumps are to be installed. Stafffinds this criterion has been met. 7. There is a history of compliance by the applicant and/or property owner with Code requirements and prior conditions, if any, regarding the subject property. Special Use Permit and Site Plan Case Nos. SUP-15-05/WSP-15-05 No history was found regarding code requirements or violation of prior conditions or approval on the subject property. Staff finds that this criterion has been met. 8. The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. Staff has reviewed the site plan for conformance with the standards in the ASDM and concluded that the proposal will generally be consistent with the intent of the ASDM. This includes upgraded architecture, including transparency and building materials. The areas which are not in conformance are due to constraints stemming from the existing elements that are not proposed to be altered. Staff finds that this criterion has been met. V. PUBLIC INPUT A neighborhood meeting required for the SUP application was held on September 22, 2015. There Nvere three attendees from the neighborhood. A summary of the meeting is attached. ZR".eighborho megling note The neighbor to the immediate south expressed concerns about the removal of existing vegetation along the southern property line, and the applicant was notified and indicated they will contact the neighbor. No changes to the application are proposed at this time in response to the neighbor's concern. There were no other comments received from the neighborhood. VI. AGENCY REFFERAL Referrals were sent to impacted agencies and all responded that the property can be served with improvements at the developer's expense. The following specific comments were received: Xcel Energy: Can serve Arvada Fire District: Can serve. The applicant has complied with all the comments and requirements to satisfy the district. Fruitdale Sanitation District: Can serve Valley Water District: Can serve Wheat Ridge Police: No comments Wheat Ridge Public Works: All components of their Special Use Permit and Site Plan are approved by Public Works Special Use Permit and Site Plan Case Nos. SUP-15-05/N'SP-15-05 VIII. STAFF CONCLUSIONS AND RECOMMENDATIONS Regarding the Special Use Permit, staff concludes that the evaluation criteria support approval of the request for the following reasons: 1. The proposed improvements are consistent with the land uses in the area, the C-1 zone district regulations and are in substantial compliance with the ASDM. 2. There is adequate access to the property. 3. Approval of the SUP will result in a property being redeveloped, which could serve as a catalyst for other property investment in the area. 4. The request will not have a detrimental effect upon the general public health, welfare and safety of the surrounding area. 5. The SUP evaluation criteria have been met. For these reasons, a recommendation of approval is given for Case Nos. SUP -15-05 and WSP- 15-05 with the following conditions: 1. The grant of use shall run with the property. 2. The Special Use Permit shall comply with all material representations, commitments and operation restrictions as depicted in the application materials and documents maintained in the case file. 3. The approval of the Site Plan and Special Use Permit shall be valid for a period of twenty-four months, within which period the applicant shall construct all improvements and receive required City inspections and a Certificate of Occupancy. The applicant may request, in writing, an extension of the approval for an additional twelve months. Special Use Permit and Site Plan Case Nos. SUP-15-05/WSP-15-05 EXHIBIT 1: ZONING MAP Ite Special Use Permit and Site Plan Case Nos. SUP-15-051WSP-15-05 EXHIBIT 2: AERIAL Special Use Permit and Site Plan Case Nos. SUP -1 S-0S/WSP-1 S -OS EXHIBIT 3: SITE PHOTOS Special Use Permit and Site Plan 10 Case Nos. SUP-15-05/WSP-15-05 Special Use Permit and Site Plan Case Nos. SUP-15-05/WSP-15-05 EXHIBIT 4: NEIGHBORHOOD MEETING NOTES Neip,hborhood Meeting Notes Meeting Date: September 22, 2015 Attending Staff: Lisa Ritchie, Planner 11 Meredith Reckert, Senior Planner Location of Meeting: City of Wheat Ridge Municipal Building 7500 W. 29`h Avenue Wheat Ridge, CO 80033 Property Address: 12300 W. 440' Avenue Property Owner: EEP — Colorado Acquisition, LLC 8350 North Central Expressway, Suite M 1285 Dallas, TX 75206 Property Owner Yes, represented by: Present?: Gregg Burnett Greenberg Farrow gburnett@greenbergfarrow.com Phone: 508-229-0032 Applicant: EEP — Colorado Acquisition, LLC Existing Zoning: Commercial One — C-1 Existing Comp. Plan: Neighborhood Commercial Corridor, Neighborhood Buffer Existing Site Conditions: The property is located at 12300 W. 44`h Avenue on the southwest corner of W. 44`h Avenue and Vivian Street and near the intersection of W. 44`h Avenue and Ward Road. The subject property consists of one unplatted parcel and has a total area of 21,780 sq ft (0.50 acres), per the Jefferson County Assessor. The property currently is the site of a motor fueling station with a small convenience store, roughly 567 sq ft in size. The property is zoned C-1 and is within the Contemporary Overlay Zone under the Architectural and Site Design Manual. There is a Special Special Use Permit and Site Plan 12 Case Nos. SUP-15-05/WSP-15-05 Use Permit associated with the property, SUP -86-05, which allows the existing motor fueling station in its current configuration. The surrounding area is a mix of zoning and land uses. Directly to the south are properties zoned R-1 that contain low density, single family homes. Immediately to the west is a property zoned MU -N with an older single family house that is used for retail, currently a barber shop. Beyond this property to the west and south are properties zoned A-2, with a variety of agriculture related uses and single family homes. To the east across Vivian Street and north across W. 44`h Avenue are properties zoned C-1 and Planned Commercial Development, with restaurant, auto and trailer sales, a storage facility, and retail uses. Access to the property is currently provided on two curb cuts on W. 44`h Avenue, both roughly 30 feet in width, and one curb cut on Vivian Street near W. 44`h Avenue roughly 32 feet in width. The site currently has some degree of environmental contamination, and the previous owner is working on remediation. Applicant/Owner Preliminary Proposal: The applicant proposes the demolition of the existing convenience store and the construction of a larger convenience store with an additional retail space. There will be moderate changes to the site, including additional landscaping and parking, and relocation of the access point on Vivian Street further south. A new 4,000 sq ft building will be located in the southwest corner of the site, with setbacks and buffers as required by the code. The existing canopy over the existing four fuel pumps will remain, with new canopy fascia material applied and brick detail added to the canopy columns. The dumpster enclosure will be relocated between the new building and the Vivian Street access location along the southern edge of the property, with appropriate setbacks and materials. A wooden privacy fence is proposed to be repaired or replaced along the southern property line. The site plan provided proposes 20 standard parking spaces and 1 accessible parking space, utilizing the retail parking ratio in the code. Landscaping on the site is proposed at 16%; however the number of plantings meets or exceeds requirements in the code. There is no change of use proposed. Attendance from the neighborhood: Three people from the neighborhood were in attendance, see attached sign-up sheet. The following is a summary of the neighborhood meeting: • Staff explained the site conditions, zoning in the neighborhood, and the reason for the special use permit request. • The applicant explained the development proposal and the changes that are proposed on the site. • The attendees were informed of the process for a special use permit. The following issues were discussed regarding the application: Special Use Permit and Site Plan 3 Case Nos. SUP-15-05/WSP-15-05 How long is the construction timeline? • The timeline.for construction could vary between 2-5 months. The applicant is still considering whether to use a pre fabricated building or stick -built construction. Where exactly is the west property line? • The owner purchased only the property on which the gas station is located, not the vacant strip to the west. What will be on the west and south property lines? • There will be anew fence along the south property line, and landscaping buffers along both the south and west property lines. Will there be vehicular access from the south? • No, only from 44`h Avenue and Vivian Street What will be the hours of construction? • At this time, the City has no hours of construction ordinance to regulate this. City Council may consider this item later this year. What will be the hours of operation? • This will be up to the final tenants, it is assumed that the fueling station will be open 24 hours per day. Will marijuana related uses be permitted? • No, these are currently capped throughout the City. Could there be alcohol sales? • Yes, liquor stores are permitted in the C-1 zone district. Where are the entry areas to the building? • The primary entries will be on the 44'h Avenue side, toward the front property line. There will be a servicelemployee entrance at the rear of the building. Discussion also occurred regarding a concern for vagrants loitering on the property, additional noise and traffic, and lighting levels. The neighbors urged the applicant to consider installing an 8' tall fence along the southern property line. It was noted by staff that conditions could be attached to the special use permit to mitigate impacts of the use, including reduced canopy and site lighting at night, restricted signage, or fencing, etc. No written correspondence was received regarding the meeting. Special Use Permit and Site Plan 14 Case Nos. SUP -1 S-05/WSP-1 S -OS City of Wheat R,,,jge COMMUMTI' DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 December 11, 2015 Dear Property Owner: LETTER NOTICE This letter is to inform you of Case No. SUP -15-05, a request for a Special Use Permit for a gas station redeveloRment, with a Site Plan review. The requests are for property located at 12300 44` Avenue and zoned Commercial -One (C-1). The attached photo identifies the location of the requests. A gas station requires a Special Use Permit in the C-1 zone district. Pursuant to Section 26-114 of the City Code, an administrative special use review can be granted by the Community Development Director without need for a public hearing. Prior to the rendering of a decision, all adiacent Property owners are required to be notified of the request by mail. If you have any questions, please contact the Planning Division at 303-235-2846 or if you would like to submit comments concerning this request, please do so in writing by 5:00 p.m. on December 23, 2015. Thank you. w1m.ci.wheatridge.co.us P L /` 'S t3,STUPr3 JI.t 5` O -c /-y Z J S� G T AP s City of W heat I :,dgc LETTER NOTICE CERTIFICATION (as required pursuant to Code Section 26-109.D) Case No.: SUP -15-05 This is an administrative variance review with a 10 -day posting period. Public comments concerning this request are due in writing by 5:00 p.m. on December 23, 2015. I Tammy Odean, Administrative Assistant, Community Development Department hereby certify that I mailed a total of 7 letters on December 11, 2015 to the attached recipient list. Signature: -7 �5 Date: / Z- i / - /S I City of Wheat idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE December 11, 2015 Dear Property Owner: This letter is to inform you of Case No. SUP -15-05, a request for a Special Use Permit for a gas station redeveloRment, with a Site Plan review. The requests are for property located at 12300 44' Avenue and zoned Commercial -One (C-1). The attached photo identifies the location of the requests. A gas station requires a Special Use Permit in the C-1 zone district. Pursuant to Section 26-114 of the City Code, an administrative special use review can be granted by the Community Development Director without need for a public hearing. Prior to the rendering of a decision, all adjacent property owners are required to be notified of the request by mail. If you have any questions, please contact the Planning Division at 303-235-2846 or if you would like to submit comments concerning this request, please do so in writing by 5:00 p.m. on December 23, 2015. Thank you. www.d.wheatridge.co.us Aerial Map Sitc IQk I% N% N%.ci.I% hcam(I .,e.co.us BECCERA ABNER S BECCERA YVONNE M 9699 W 75TH AVE ARVADA CO 80005 FRISK ENTERPRISES LLC 4400 WARD RD WHEAT RIDGE CO 80033 PUBLIC STORAGE EURO PARTNERSHIP VII LTD % DEPT PT CO 27272 PO BOX 25025 GLENDALE CA 91201 EPP COLORADO ACQUISITION % SOUTHWEST PROPERTY TAX PO BOX 5037 GRANBURY TX 76049 FRISK JAMES A 12390 W 44TH AVE WHEAT RIDGE CO 80033 FOELLMER TOM J FOELLMER VERONICA S 11755 W 20TH AVE LAKEWOOD CO 80215 FRISK JANELL MARIE 5680 YOUNGFIELD ST ARVADA CO 80002 City of W heat Ridge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. December 10, 2015 Mr. John Nourzad, P.E. Greenberg Farrow 153 Cordaville Road, Suite 210 Southborough, MA 01.772 508.229.0032 Wheat Ridge. CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: Third Review Comments of the Drainage Letter and Special Use (Permit) Plan Set for Empire Petroleum, Case# SUP -15-05, WSP-15-05. Dear Mr. Nourzad, I have completed my review for approval of a Special Use Permit and Site Plan for the property located at 12300 W. 44'x' Avenue received on December 7, 2015. This letter is to inform you that all civil engineering documents for this development have been reviewed and are hereby approved for construction by the Department of Public Works: Please be aware of the following items regarding the construction of the project: 1. Right -of -Way Construction Permit(s)/Licensing a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right - of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally - licensed contractor. 2. Drainage Certification Upon completion of the drainage/water quality improvements, the Engineer -of -Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Permit Plans, all drainage/WQ facilities were constructed per the approved plans and shall function as defined in the approved Drainage Letter, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the Certificate of Occupancy. Two (2) copies of the "As -Built" Plans are to be submitted as follows: a. One (1) signed and sealed hardcopy on 24" X 36" bond paper, AND b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD DWG (2010 or older) format and one (1) file in PDF format of the signed & sealed plans. w w.ci.wheatridge.coms Public Works Engineering December 10. 2015 Page 2 3. Public Improvement Restoration/Debris Tracking It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements along W. 440' Avenue and Vivian Street as a direct result of related construction traffic. Also, the contractor will be responsible for maintaining all affected roadways on a regular basis such that they remain free of construction debris and tracking from construction traffic accessing the site. 4. Materials Testing for any Construction within the Public Right -of -Way It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub -grade compaction and other related material tests for any improvements to be constructed within the public Right -of -Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) Please include wet -sealed hardcopies of the civil plan sheets in the two required Building Permit plan sets. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer/ City Surveyor 303.235.2864 dbrossman(a)ci.wheatridste.co.us CC: Steve Nguyen, Engineering Manager Russ Higgins, Field Services Supervisor Lisa Ritchie, Planner Il Bill LaRow, Stonnwater Program Manager File www.ci.whestridge.co.us Empire Petroleum_ 12300 W44th Ave - approval.lh.docx Public Works Engineering December 10, 2015 Page 3 CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture -density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. wwm xi.%, heatridge.coms Empire Petroleum_12300 W44th Ave - approval.ltr.docx Public Works Engineering December 10, 2015 Page 4 Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M 145 Sidewalk or pipe trench may be combined Moisture -Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6 -inch Minimum density per soil Colorado Procedures loose lift classification, Section 203.07 Roadway subgrade in-place I per 250 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place I per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, I per 200 feet of trench per 18 Minimum density per soil Colorado Procedures inch vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in 1 per 100 tons 92-96% of maximum density, T209 place density, Colo. Procedures Concrete compressive strength I set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and slump 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing www.ci.w heatridge.co. us Empire Petroletun_12300 W44th Aye - approval.ltr.docx ♦�A4 City of "i�9rWh6atl�dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. December 11, 2015 Mr. Gregg Burnett GreenbergFarrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 Wheat Ridge. CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: SUP -15-05 and WSP-15-05 / Empire Petroleum — 3`d Review Dear Mr. Burnett: This letter is in regard to your application for approval of a special use permit and site plan for property zoned Commercial -One (C-1) and located at 12300 W. 44th Avenue. 1 have reviewed the third submittal and have the following comments: Sheet C0.0 1. Remove the City of Fort Collins Utility Plan Approval table 2. In the Site Data Table, under Required Sod and Required Hardscape, add "Max." following 30% and 35%. Sheet C3.0 3. No comments Sheet L1.0 4. No comments Sheet E1.2 5. No comments Sheet E1.3 6. No comments. Sheet A6.0 7. No comments Sheet A6.1 8. No comments Sheet CALL 9. No comments. Wheat Ridge Public Works: See attached approvals from Dave Brossman dated December 10, 2015. Arvada Fire District: See attached email acknowledging all items were adequately addressed. This concludes the summary of comments. The public notice posting period is beginning, with a deadline of 5 pm on December 23, 2015. The final corrected signed submittal should be submitted following notification from the City as to whether or not there were objections filed. Please let me know if there are any questions regarding this next step. Sincerely, Lisa Ritchie, Planner 11 303-235-2852 Iritchie@ci.wheatridge.co.us cc: Case f les (SUP -15-05 and WSP-15-05) Enclosures 153 Cordaville Road Suite 210 Southborough, MA 01772 t: 508 229 0032 ATLANTA LOS ANGELES NEW JERSEY CHICAGO NEW YORK GreenbergFarrow CLAS BOSTON COLUMBUS NTO BENVIL FRiSNO PHILADELPHIA FRESNO SEATTLE SHANGHAI MEXICO CITY December 4. 2015 To The City of Wheat Ridge Project Empire Petroleum — Wheat Ridge, CO Community Development 7500 W.29 Avenue Projectu 20150090.0 Wheat Ridge, CO 80033 Re 2"' Review Comments Response Letter 303-235-2852 Attention: Lisa Ritchie, Planner II Dear Ms. Ritchie: We are in receipt of your 1 s' Review Comments Letter dated October 12, 2015. We offer the following written response to your comments associated with our revisions to the plans provided: Sheet C0.0 1. The Alta/ACSM Land Title Survey is not necessary for future submittals. Remove and revise sheet numbering. Response: ALTA Survey has been removed from cover sheet and sheets have been re -numbered. 2. In the Site Data Table. remove the lines for "Usable'. Response: "Usable" row has been deleted. 3. In the Site Data Table, match the Landscape Table on L1.0 for sod and hardscape amounts. Response: Landscaping areas have been adjusted to match table on L1.0. Sheet C3.0 4. Correct the typo in future ROW dedication note. Response: Typo has been corrected. 5. The ADA ramp entry at the building is not ADA compliant A minimum 60"x60" landing ramp for making the 90° turn is required. Consult with Phil Goddard in the Building Department at 303-235-2853 to confirm requirements and for additional details if necessary. Response: Ramp landing was widened to 5' and design was confirmed acceptable via phone conversation with Phil Goddard. Sheet L1.0 6 In the Landscape Table, remove the 44th Avenue Landscape Strip line. The ASDM and existing conditions preclude this. Response: Landscape Table has been updated. 01 Project Letter 07.01.05 P:12015t2015009001800 Civil\999 Sent12015-12-04 Permit Set - 3rd Subminal_not sent yetlProject Response Letter - Wheat Ridge CO - 2nd Review Comments.docx Lisa Ritchie, Planner II Community Development Department 2nd Review Letter Response 12/4/15 Sheet E1.2 7. Light trespass across property lines is not permitted. Revise to show minimal to no light trespass, particularly on the southern property line adjacent to residential property. Response: Replaced B4 -T3 Pole Fixtures with a Back Light Shielded XSP Pole Fixture. Removed excess SEC Lighting, only required to have SEC Light Fixtures at entry locations. Added Note: SEC Light Fixtures are equipped with 0-10V Dimming. Dimming will reduce the light trespass on the southern edge of the property. Sheet E1.3 8. No comments Response: Replaced B4 -T3 Pole Fixture Cut Sheet with XSP Pole Fixture Cutsheet Sheet A6.0 9. Upon further evaluation, spandrel glass (any non -clear or reflective glass) is not permitted. Window display graphics are permitted. See example projects that have been approved in the City of Wheat Ridge. Response: After coordination with the city, spandrel glass will be accepted. 10. Add a note that states "Signage subject to separate permit and shall comply with Article VII of Chapter 26 of the City Code." Response: Note added. Sheet A6.1 11. Signage is not permitted on the west elevation. Response: Signage removed from west elevation. Sheet CA1.1 12. No Comments Response: No action required WHEAT RIDGE PUBLIC WORKS Drainage Letter Please note: The intent of the previous comments from the PW Department regarding water quality were to get the designing engineer to think more about treating parking lot runoff which tends to contain far more pollutants and suspended solids, than treating the roof runoff as was originally designed. PW does NOT recommend one type of proprietary WQ system over another, nor are we involved in designing the WQ Facility, both of which the reader might assume based upon the current statement. PW suggested a Stormcepter or similar type of WQ device because a standard inlet was being proposed to drain the parking lot, and the fact that Contech, Rinker, and other manufacturers make a great WQ device that could be substituted for the standard inlet. Please revise this statement accordingly. Response: The statement has been deleted. 2. Upon completion of the single modification above, the Engineer -of -Record will need to resubmit for approval both a PDF and hardcopy of the Letter containing the P.E. seal and signature. I will stamp the Letter as approved and return a PDF containing the PW approval stamp. If the engineer and or property owner wishes to have a hardcopy for his/their file(s) then the appropriate number of hardcopies will need to be included in the resubmittal. Response: P.E. seal and signature has been added to the drainage report. 3. Please provide shop drawings containing specific elevations and dimensions (for the stormceptor) for this project in the Building Permit Application (BPA). Please note that NO Building Permits shall be issued until such time as those shop drawing(s) have been received and are included in the BPA plans. 01 Project Letter 07.01.05 P:\20151201500900\800 Civilt999 Sent12015-12.04 Permit Set - 3rd Submittal -not sent yet\Project Response Letter - Wheat Ridge CO - 2nd Review Comments.docx Lisa Ritchie, Planner II Community Development Department 2nd Review Letter Response 12/4115 Response: Shop drawings will be included in the BPA plans. Construction Plans Sheet C3.0 (Site Plan): 1. The previous comment for the Site Plan has been addressed. Response: No action required Sheet C4.0 (Grading & Drainage Plan): 1. The previous comments for the Grading & Drainage Plan have been addressed. Response: No action required Sheet C5.0 (Utility Plan): 1. The previous comments for the Utility Plan have been addressed. Response: No action required ARVADA FIRE DISTRICT Response: No comments received. We trust that this response letter addresses any outstanding issues. If there are any further questions please do not hesitate contacting me to discuss. Sincerely, Gregg Burnett Senior Project Manager 01 Project Letter 07.01.05 P:\2OlS201500900\80OCivilk999Sent\2015-12-04 Permit Set - 3rd Submittal_not sent yetTroject Response Letter -Wheat Ridge CO - 2nd Review Comments.docx Greenberghrrow November 18, 2015 To David F. Brossman, PLS Development Review Engineer City of Wheat Ridge 7500 W. 291h Avenue Wheat Ridge, CO 80033-8001 Dear Mr. Brossman: CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: DRAINAGE O SIDEWALK O CURB & GUTTER O STREET ;d MISCELLANEOUS E3 PLAT COMMENT Site Drainage and Water quality A�- a 12/1012015 CML ENGINEER DATE SUBJECT TO FIELD INSPECTIONS Project Empire Petroleum 153 Cordaville Road Suite 210 Southborough, MA 01772 t: 508 229 0032 ATLANTA LOS ANGELES NEW JERSEY CHICAGO NEW YORK DALLAS BOSuMBus Y NTON IVILLE FRESNO IA SEATTLE MEMPHIS SHANGHAI MEXICO CITY Project # 20150090.0 CITY OF WHEAT RIDGE Re Drainage Letter (12300 W. 44m Ave.) PUBLIC WORKS DATE 12/07/2015 RECEWED 12/07/2015 3rd Submittal The purpose of this letter is to detail the proposed best management practices (BMP's) needed to achieve sufficient water quality for post construction storm water runoff associated with the proposed development of an Empire Petroleum Gas Station and Convenience Store located on West 441h Avenue in Wheat Ridge, CO. Predevelooment Conditions The project site is located at 12300 West 40 Avenue, which is at the southwest corner of the West 441" avenue and Vivian Street intersection. The site currently operates as an active gasoline station. The existing premise area is approximately 22,069 SF (0.507 acres) and zoned C-1 (Commercial -One District). The site is surrounded by commercial restaurants, retail facilities and residential properties. Access to the site is provided via two curb cuts located on West 44 in Avenue and one curb cut on Vivian Street. See locus map in the attachments. The subject parcel is not located within a flood hazard zone per FEMA Flood Insurance Rate Map 08059C0194F, dated February 5, 2014, nor does it contain wetlands or endangered species habitat. Refer to Attachments for FIRM Map. The existing site contains an existing building and canopy structure. The existing surfaces within the site are fairly level and consists mainly of bituminous and concrete pavement with a few small landscaping areas to the east, west and south property boundaries that consist of mainly of stone with some trees. The site currently contains approximately 17,645 SF (0.405 acres) of impervious area. The site generally slopes to the north and east, directing runoff towards West 441h Avenue to the north and Vivian Street to the east where it is intercepted by the existing municipal storm sewer system. See Grading and Drainage plan for additional information. Post Development Conditions The project proposes to construct a 4,000 SF building, pavement, sidewalk, curbing, landscaping and utilities. The existing canopy, dispenser units, storage tanks, and majority of the existing concrete & asphalt pavement will remain. The proposed redevelopment will disturb approximately 9,137 SF (0.21 acres) of existing impervious area. Per the requirements listed in the current City of Wheat Ridge, "Site Drainage Requirements", the development is to be classified as a "Moderate Commercial Redevelopment". The amount of impervious area provided after construction will total approximately 17,660 SF (0.405 acres). By comparing the pre and post -development impervious areas, it has been determined that there will be an increase in impervious area by approximately 15 SF under proposed conditions. Considering the proposed site limitations and design constraints, the use of surface BMP's does not appear to be feasible. Using information from the Stormceptor Sizing Detailed Report (attached), we are proposing to install a Rinker Inlet Stormceptor STC -450i within the parking lot, which will capture and treat 2,835 SF (0.0651 acre) of impervious surface. This system satisfies the required treated watershead area of 15 SF (net increase of impervious cover from pre to post development). The STC450i will achieve a TSS removal of 97% for fine particle size distribution. Please refer to the attached Stormceptor Sizing Detailed Report for more information. Treated water leaving the Stormceptor will be routed into a proposed manhole to connect to an existing storm main within Vivian Street. llgreenbergfarrow.corp\ProjectFileslProjects1201512015009001800 Civilt999 Archive12015-11-XX City Comments 2kStormwater Letter_Report.docx We hope that the information provided will allow you to make a determination that the storm water assumptions and methodologies used in this letter are in compliance the City's standards. If you have any questions or require any additional information, please do not hesitate to contact me at any time. 'a �,p0 UC f 1391 ttJrzad w Man %Arjncl •' GSC jf Attachments: Locus Map FEMA FIRM Map STC 4501 Precast Concrete Stormceptor standard detail sheet. Stormceptor Sizing Detailed Report ltgreenbefgfartow corppojecliiies%Ptoyecls1201512015009001600 Civ IM9 Atchve12015 t t XX Ciry Comments 2 Slamwater LeOer_Repo t docM Greenber1farrew EMPIRE PETROLEUM PROJECT NUMBER: 153 Cordaville Road, Suite 210 12300 WEST 44TH AVE., WHEAT RIDGE, CO 20150090.0 Southborough, MA01n2 SHEET 1 OF 1 t: 508 229 0032 LOCUS MAP DATE: 06/02/15 c\ � \� 2 mVIA u �« LU Z is tuna , ,A N �} N K � & !} � z\ is 0 � is wo* # R d + \i rh �� =■|§E ir � o k@0 m 7 - A & ?2 Eo | \ )}�\ \ LLJ \ \�}\2 / Z 4 > _.�� ;� LA. g ;E CL 2� b £{, {\)2\ LLI [ Z\\\ Co / |kk I�f/ k°!{f LU % C c c ( ' \ Ck< o 0 $ f` j!{/t } \§{\f S S 6 �} . .!$ - / k E \ \ ( ) \\kk\- \\/{f ! \5 5E n klE , o § ., c ;l 2`8E 0ET ^� fw{2 s « 3 a avi & Q z mg c\ � \� 2 mVIA u �« LU Z is tuna , ,A N �} N K � & !} � z\ is 0 � is wo* # R d + \i rh �� NMATER41AL '" Concrete Pipe Division STC 450i Precast Concrete Stormceptor® (450 U.S. Gallon Capacity) Cover and Grate 5" Grade Adjusters To Suit Finished Grade d 24" a 8" * Inle1 0 611 4"0 PVC Pipe Min.15" High o w/ 4" Cap 9fl T 17" 16" 12"0 Inlet 4"0 Outlet Down Pipe Riser Pipe (Removable) 48"0 oQ e ° de e n Section Thru Chamber Outlet a Varies To Match Grade Stormceptor® Insert 18" 4"0 Oil Port 60" _ Min. * Inb 5" * If Required 8" Insert Tee Here (Tee Opening to Face Side Wall) Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, #5498331,#5725760,#5753115,#5849181,#6068765,#6371690. 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. Rinker 027 Rz- Stormceptor' Stormceptor Sizing Detailed Report PCSWMM for Stormceptor Project Information Date 111/2/2015 Project Name Wheat Ridge CO - Empire Project Number 20150090.0 Location Wheat Ridge CO Stormwater Quality Objective This report outlines how Stormceptor System can achieve a defined water quality objective through the removal of total suspended solids (TSS). Attached to this report is the Stormceptor Sizing Summary. Stormceptor System Recommendation The Stormceptor System model STC 450i achieves the water quality objective removing 97% TSS for a Fine (organics, silts and sand) particle size distribution. The Stormceptor System The Stormceptor oil and sediment separator is sized to treat stormwater runoff by removing pollutants through gravity separation and flotation. Stormceptor's patented design generates positive TSS removal for all rainfall events, including large storms. Significant levels of pollutants such as heavy metals, free oils and nutrients are prevented from entering natural water resources and the re -suspension of previously captured sediment (scour) does not occur. Stormceptor provides a high level of TSS removal for small frequent storm events that represent the majority of annual rainfall volume and pollutant load. Positive treatment continues for large infrequent events, however, such events have little impact on the average annual TSS removal as they represent a small percentage of the total runoff volume and pollutant load. Stormceptor is the only oil and sediment separator on the market sized to remove TSS for a wide range of particle sizes, including fine sediments (clays and silts), that are often overlooked in the design of other stormwater treatment devices. 911111 MATERIALS"" UK— Stormceptor (Small storms dominate hydrologic activity, US EPA reports "Early efforts in stormwater management focused on flood events ranging from the 2 -yr to the 100 -yr storm. Increasingly stormwater professionals have come to realize that small storms (i.e. < 1 in. rainfall) dominate watershed hydrologic parameters typically associated with water quality management issues and BMP design. These small storms are responsible for most annual urban runoff and groundwater recharge. Likewise, with the exception of eroded sediment, they are responsible for most pollutant washoff from urban surfaces. Therefore, the small storms are of most concern for the stormwater management objectives of ground water recharge, water quality resource protection and thermal impacts control." "Most rainfall events are much smaller than design storms used for urban drainage models. In any given area, most frequently recurrent rainfall events are small (less than 1 in. of daily rainfall)." "Continuous simulation offers possibilities for designing and managing BMPs on an individual site -by -site basis that are not provided by other widely used simpler analysis methods. Therefore its application and use should be encouraged. " – US EPA Stormwater Best Management Practice Design Guide, Volume 1 – General Considerations, 2004 Design Methodology Each Stormceptor system is sized using PCSWMM for Stormceptor, a continuous simulation model based on US EPA SWMM. The program calculates hydrology from up-to-date local historical rainfall data and specified site parameters. With US EPA SWMM's precision, every Stormceptor unit is designed to achieve a defined water quality objective. The TSS removal data presented follows US EPA guidelines to reduce the average annual TSS load. Stormceptor's unit process for TSS removal is settling. The settling model calculates TSS removal by analyzing (summary of analysis presented in Appendix 2): • Site parameters • Continuous historical rainfall, including duration, distribution, peaks (Figure 1) • Interevent periods • Particle size distribution • Particle settling velocities (Stokes Law, corrected for drag) • TSS load (Figure 2) • Detention time of the system The Stormceptor System maintains continuous positive TSS removal for all influent flow rates. Figure 3 illustrates the continuous treatment by Stormceptor throughout the full range of storm events analyzed. It is clear that large events do not significantly impact the average annual TSS removal. There is no decline in cumulative TSS removal, indicating scour does not occur as the flow rate increases. R E MATERIALS"' Wk- Stormceptor' 0 C 7 Flow (cfs) Figure 1. Runoff Volume by Flow Rate for DENVER WSO CITY — CO 2225, 1948 to 1975 for 0.065083 ac, 100% impervious. Small frequent storm events represent the majority of annual rainfall volume. Large infrequent events have little impact on the average annual TSS removal, as they represent a small percentage of the total annual volume of runoff. t Flow Ws) Figure 2. Long Term Pollutant Load by Flow Rate for DENVER WSO CITY — 2225, 1948 to 1975 for 0.065083 ac, 100% impervious. The majority of the annual pollutant load is transported by small frequent I I I Van M17M-Ar Stormceptor' storm events. Conversely, large infrequent events carry an insignificant percentage of the total annual pollutant load. Stormceptor Model STC 4501 Drainage Area (ac) 0.065083 TSS Removal (%) 97 Impervious (%) 100 Figure 3. Cumulative TSS Removal by Flow Rate for DENVER WSO CITY — 2225, 1948 to 1975. Stormceptor continuously removes TSS throughout the full range of storm events analyzed. Note that large events do not significantly impact the average annual TSS removal. Therefore no decline in cumulative TSS removal indicates scour does not occur as the flow rate increases. 4 NaJr MATEMALSI-� UK— Stormceptor Appendix 1 Stormceptor Design Summary Project Information Date 11/2/2015 Project Name Wheat Ridge CO - Empire Project Number 20150090.0 Location Wheat Ridge CO Designer Information Company GreenbergFarrow Contact Gregg Burnett Notes STC 2400 N/A STC 3600 Drainage Area STC 4800 Total Area (ac) STC 6000 0.065083 Imperviousness (%) 100 100 The Stormceptor System model STC 450i achieves the water quality objective removing 97% TSS for a Fine (organics, silts and sand) particle size distribution. Stormceptor Sizing Summary Rainfall Name DENVER WSO CITY State CO ID 2225 Years of Records 1948 to 1975 Latitude 39°45'0"N Longitude 104°59'0"W Water Quality Objective TSS Removal (%) 80 Upstream Storage Storage Discharge (ac -ft) (cfs) 0 0 5 � MATERIALS"" TSS Removal Stormceptor Model STC 450i 97 STC 900 98 STC 1200 99 STC 1800 99 STC 2400 99 STC 3600 99 STC 4800 99 STC 6000 99 STC 7200 100 STC 11000 100 STC 13000 100 STC 16000 1 100 5 � MATERIALS"" Lot-- Stormceptor Particle Size Distribution Removing silt particles from runoff ensures that the majority of the pollutants, such as hydrocarbons and heavy metals that adhere to fine particles, are not discharged into our natural water courses. The table below lists the particle size distribution used to define the annual TSS removal. Fine or anics, silts and sand Particle Size Distribution Specific Gravity Settling Velocity Particle Size Distribution Specific Gravity Settling Velocity Pm % ft/s Prn % ft/s 20 20 1.3 0.0013 60 20 1.8 0.0051 150 20 2.2 0.0354 400 20 2.65 0.2123 2000 20 2.65 0.9417 Stormceptor Design Notes • Stormceptor performance estimates are based on simulations using PCSWMM for Stormceptor. • Design estimates listed are only representative of specific project requirements based on total suspended solids (TSS) removal. • Only the STC 450i is adaptable to function with a catch basin inlet and/or inline pipes. • Only the Stormceptor models STC 450i to STC 7200 may accommodate multiple inlet pipes. • Inlet and outlet invert elevation differences are as follows: Inlet and Outlet Pipe Invert Elevations Differences Inlet Pipe Configuration STC 4501 STC 900 to STC STC 11000 to 7200 STC 16000 Single inlet pipe 3 in. 1 in. 3 in. Multiple inlet pipes 3 in. 3 in. Only one inlet pipe. • Design estimates are based on stable site conditions only, after construction is completed. • Design estimates assume that the storm drain is not submerged during zero flows. For submerged applications, please contact your local Stormceptor representative. • Design estimates may be modified for specific spills controls. Please contact your local Stormceptor representative for further assistance. • For pricing inquiries or assistance, please contact Rinker Materials 1 (800) 909-7763 www.rinkerstormceptor.com 6 MMATERWIA V_7�_ Stormceptor' Appendix 2 Summary of Design Assumptions SITE DETAILS Site Drainage Area Total Area (ac) 0.065083 Imperviousness (%) 100 Surface Characteristics Width (ft) 106.4897 Slope (%) 2 Impervious Depression Storage (in.) 0.02 Pervious Depression Storage (in.) 0.2 Impervious Manning's n 0.015 Pervious Manning's n 0.25 Maintenance Frequency Sediment build-up reduces the storage volume for sedimentation. Frequency of maintenance is assumed for TSS removal calculations. Maintenance Frequency (months) 12 Upstream Attenuation Infiltration Parameters Norton's equation is used to estimate infiltration Max. Infiltration Rate (in/hr) 2.44 Min. Infiltration Rate (in/hr) 0.4 Decay Rate (0) 0.00055 Regeneration Rate (s-1) 0.01 Evaporation Daily Evaporation Rate (inches/day) 0.1 Dry Weather Flow Dry Weather Flow (cfs) No Stage -storage and stage -discharge relationship used to model attenuation upstream of the Stormceptor System is identified in the table below. Storage ac -ft Discharge cfs 0 0 7 � �TE��TM Stormceptor' PARTICLE SIZE -- UTION Particle Size Distribution Removing fine particles from runoff ensures the majority of pollutants, such as heavy metals, hydrocarbons, free oils and nutrients are not discharged into natural water resources. The table below identifies the particle size distribution elected to define TSS removal for the design of the Stormceptor System. Fine or anics, silts and sand Particle Size Distribution Specific Gravity Settling Velocity Particle Size Distribution Specific Gravity Settling Velocity Pm % WS Pm % ft/s 20 20 1.3 0.0013 60 20 1.8 0.0051 150 20 2.2 0.0354 400 20 2.65 0.2123 2000 20 2.65 0.9417 100 80 70 0 a 60 0 50 E 40 30 20 10 0 PCSWMM for Stormceptor Grain Size Distributions 1 10 100 1000 10000 Grain Size (um) -*-NJDEP -^,-Fine Distribution -0-OK-110-t-F-95 Sand (Coarse Distribution Figure 1. PCSWMM for Stormceptor standard design grain size distributions. 8 ■ MATERIALS'"' Lk— Stormceptor' TSS LOADING TSS Loading Parameters TSS Loading Function Buildup / Washoff Parameters Target Event Mean Concentration 125 (EMC) (mg/L) Exponential Buildup Power 0.4 Exponential Washoff Exponential 0.2 HYDROLOGY PCSWMM for Stormceptor calculates annual hydrology with the US EPA SWMM and local continuous historical rainfall data. Performance calculations of the Stormceptor System are based on the average annual removal of TSS for the selected site parameters. The Stormceptor System is engineered to capture fine particles (silts and sands) by focusing on average annual runoff volume ensuring positive removal efficiency is maintained during all rainfall events, while preventing the opportunity for negative removal efficiency (scour). Smaller recurring storms account for the majority of rainfall events and average annual runoff volume, as observed in the historical rainfall data analyses presented in this section. Rainfall Station Rainfall Station Rainfall File Name Latitude Longitude Elevation (ft) Rainfall Period of Record (y) Total Rainfall Period (y) DENVER WSO CITY CO2225.NDC Total Number of Events 2403 39°45'0"N Total Rainfall (in.) 301.0 104°59'0"W Average Annual Rainfall (in.) 10.7 5325 Total Evaporation (in.) 49.2 28 Total Infiltration (in.) 0.0 28 Percentage of Rainfall that is 86.8 Runoff (%) 9 in ■ Mal 3FAMU4 MATERIALS"' Stamcepta' Rainfall Event Analysis Rainfall Depth in. No. of Events Percentage of Total Events % Total Volume in. Percentage of Annual Volume o /o 0.25 0.50 2104 173 87.6 7.2 123 62 408 0.75 1.00 66 21 2.7 0.9 40 20.5 13.4 125 16 0.7 18 18 60 6.1 1.50 1.75 10 5 0.4 0.2 14 8 4.6 2.00 2.25 4 2 0.2 0.1 8 28 2.5 2.50 0 00 4 0 14 0.0 2.75 3.00 1 0 00 00 3 0 0.9 00 3.25 3.50 1 0 0.0 00 3 0 1.0 0.0 3.75 4.00 0 0 00 0.0 0 0 0.0 0.0 4.25 450 0 0 0.0 00 0 0 0.0 0.0 4.75 5.00 0 0 0.0 0.0 0 0 0.0 0.0 5.25 5.50 0 0 0.0 0.0 0 0 0.0 0.0 5.75 6.00 0 0 0.0 0.0 0 0 0.0 0.0 6.25 6.50 0 0 0.0 0.0 0 0 0.0 0.0 6.75 7.00 0 0 0.0 0.0 0 0 0.0 0.0 7.25 7.50 0 0 00 0.0 0 0 0.0 0.0 7.75 &00 0 0 0.0 0.0 0 0 0.0 0.0 8.25 '8.25 0 0 0.0 00 10 0 0.0 0.0 0 M Frequency of Occurence by Rainfall Depths Hamtall Depth (in.) 10 RW MATERIALS'" LW-- Stormceptor* Pollutograph Flow Rate cfs Cumulative Mass % 0 035 971 0.141 999 0.318 100.0 0.565 100.0 0.883 100.0 1.271 100.0 173 100.0 2.26 100.0 2.86 100.0 3.531 100.0 4.273 100.0 5.085 100.0 5.968 100.0 6.922 100.0 7.946 100.0 9.041 100.0 10.206 100.0 11.442 100.0 12.749 100.0 14.126 100.0 15.574 100.0 17.092 100.0 18.681 100.0 20.341 100.0 22.072 100.0 23 873 1000 25.744 100.0 27.687 100.0 29.7 1000 31 783 100.0 Cumulative Mass Transported by Flow Rate For area: .065083 (ac), imperviousness: 100%, rainfall station: DENVER WSO CITY 100 90 80 70 60 50 40 30 10 0-- 0.0 0.1 0.2 0.5 0.6 0.7 0.8 Flow (cfs) 11 � MATHUALS- ♦6 A4 City of W heat Rdge PUBLIC WORKS Memorandum TO: Lisa Ritchie, Planner 11 FROM: Dave Brossman, Development Review Engineer DATE: November 7. 2015 SUBJECT: SUP -15-05. WSP-15-05/ Empire Petroleum I have completed my review for approval of a Special Use Permit and Site Plan for the property located at 12300 W. 44th Avenue received on November 3, 2015, and 1 have the following comments: Drainage Letter 1. Please note: The intent of the previous comments from the PW Department regarding water quality were to get the designing engineer to think more about treating parking lot runoff which tends to contain far more pollutants and suspended solids, than treating the roof runoff as was originally designed. PW does NOT recommend one type of proprietary WQ system over another, nor are we involved in designing the WQ Facility, both of which the reader might assume based upon the current statement. PW suggested a Stormcepter or similar type of WQ device because a standard inlet was being proposed to drain the parking lot, and the fact that Contech, Rinker, and other manufacturers make a great WQ device that could be substituted for the standard inlet. Please revise this statement accordingly. 2. Upon completion of the single modification above, the Engineer -of -Record will need to resubmit for approval both a PDF and hardcopy of the Letter containing the P.E. seal and signature. I will stamp the Letter as approved and return a PDF containing the PW approval stamp. If the engineer and or property owner wishes to have a hardcopy for his/their file(s) then the appropriate number of hardcopies will need to be included in the resubmittal. Construction Plans Sheet C3.0 (Site Plan): 1. The previous comment for the Site Plan has been addressed. Sheet C4.0 (Grading & Drainage Plan): 1. The previous comments for the Grading & Drainage Plan have been addressed. To Lisa - 12300 W44thAve_Empite Petroleum - Review-2.Itr Public Works Engineering November 3, 2015 Page 2 Sheet C5.0 (Utility Plan): 1. The previous comments for the Utility Plan have been addressed. NOTE: All other Public Works initial review comments pertaining to the Civil Construction Plans shall be fully addressed and shall be included in the Building Permit Application (BPA) plan sets. Please be sure the applicant is aware that NO PERMITS shall be issued until such time as the revised Civil Construction Plans have been reviewed and approved by Public Works, and copies of the approved plans are included in all BPA sets. To Lisa - 12300 W44thAve_Empire Petroleum - Review-2.Itr Lisa Ritchie From: Gregg Burnett <gburnett@greenbergfarrow.com> Sent: Tuesday, November 24, 2015 12:59 PM To: Lisa Ritchie Subject: RE: Variance Criteria Lisa, Thank you for forwarding the variance criteria. We would like to request that the secondary frontage transparency requirement (along Vivian Avenue) be waived or the use of spandrel glass be approved as an alternative for the proposed re -development of the gas station located at the 12300 W.44 th Avenue. We are requesting this relief due to, our belief that the installation of windows along that face of the building is impractical in this instance. The proposed building is set back on the property (82' from the primary ROW), as the existing gas canopy is to remain, and not located in the front corner of the property. We believe having windows along a dead end residential street — as opposed to a commercial corridor - will not complement the building (i.e. create visual interest) nor enhance the pedestrian experience around the store — both of which are the core values of the Design principle of this requirement. Furthermore, we believe the waiver of this requirement would not alter the essential character of the locality as the spandrel glass (if ultimately required) is a comparable alternative to the goals of the City's transparency design standards. Finally, Empire Petroleum has made a substantial investment in an effort to redevelop this property. Overall, the Empire Team has worked diligently within the design guidelines to produce an efficient building layout. At this stage of the permitting process, a change to the building program would create a significant increase in this investment, both in time and money. In closing, we firmly believe that waiving this requirement will not have any adverse effect on the surrounding community. Thank you for your time and consideration of this request. Please let me know if you have any additional questions or concerns. As I mentioned on the phone, my Client is willing to discuss this in more detail with your department as necessary. Gregg From: Lisa Ritchie f maiIto: Iritchie0ci.wheatridgg.co.usl Sent: Tuesday, November 24, 2015 11:44 AM To: Gregg Burnett Subject: Variance Criteria Gregg, Please find attached the variance criteria for a framework for a response. Thanks, Lisa Ritchie Planner II 7500 W. 29`h Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2852 FAX: 303-235-2852 www.ci.wheatridP,e.co.us C ily (d W hcat I,dgc COMhlt)NJ IV DF VII0I'MINI CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. IV- City of ��Wh6atPwdgie MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. November 17, 2015 Mr. Gregg Burnett GreenbergFarrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: SUP -15-05 and WSP-15-05 / Empire Petroleum — 2`d Review Dear Mr. Burnett: This letter is in regard to your application for approval of a special use permit and site plan for property zoned Commercial -One (C-1) and located at 12300 W. 44th Avenue. I have reviewed the second submittal and have the following comments: Sheet C0.0 1. The Alta/ACSM Land Title Survey is not necessary for future submittals. Remove and revise sheet numbering. 2. In the Site Data Table, remove the lines for "Usable". 3. In the Site Data Table, match the Landscape Table on L1.0 for sod and hardscape amounts. Sheet C3.0 4. Correct the typo in future ROW dedication note. 5. The ADA ramp entry at the building is not ADA compliant. A minimum 60"x60" landing ramp for making the 90° turn is required. Consult with Phil Goddard in the Building Department at 303-235-2853 to confirm requirements and for additional details if necessary. Sheet L1.0 6. In the Landscape Table, remove the 44th existing conditions preclude this. Avenue Landscape Strip line. The ASDM and Sheet E1.2 7. Light trespass across property lines is not permitted. Revise to show minimal to no light trespass, particularly on the southern property line adjacent to residential property. Sheet E1.3 8. No comments. Sheet A6.0 9. Upon further evaluation, spandrel glass (any non -clear or reflective glass) is not permitted. Window display graphics are permitted. See example projects that have been approved in the City of Wheat Ridge. 10. Add a note that states "Signage subject to separate permit and shall comply with Article VII of Chapter 26 of the City Code." Sheet A6.1 11. Signage is not permitted on the west elevation. Sheet CAM 12. No comments. Wheat Ridge Public Works: See attached comments and redlines from Dave Brossman dated November 7, 2015. Arvada Fire District: Awaiting comments from submittal two. They will be forwarded when provided. This concludes the summary of comments. For the next review, please provide a response to this letter, including a response to each item identified above, and resubmit plans in the following formats: • One (1) full-size hard copy of the plans • One (1) hard copy of any revised plans or letters. • Digital files of the resubmittal documents in Adobe .pdf format Please let me know if there are any questions regarding this submittal. Sincerely, Lisa Ritchie, Planner 11 303-235-2852 Iritchie@ci.wheatridge.co.us cc: Case files (SUP -15-05 and WSP-15-05) Enclosures 2 153 Cordaville Road Suite 210 Southborough, MA 01772 t: 508 229 0032 ATLANTA LOS ANGELES NEW JERSEY CHICAGO NEW YORK Greenberghrrow � �S COLUMBUS NRXONVN BEOLADELLLE FRESNO FRESNO SEATTLE SHANGHAI NK%KO CITTY October 30, 2015 To The City of Wheat Ridge Project Empire Petroleum - Wheat Ridge, CO CommunitX Avenue Development 7500 W.29 Project# 20150090.0 Wheat Ridge, CO 80033 Re 151 Review Comments Response Letter 303-235-2852 Attention: Lisa Ritchie, Planner II Dear Ms. Ritchie: We are in receipt of your 1st Review Comments Letter dated October 12, 2015. We offer the following written response to your comments associated with our revisions to the plans provided: All Sheets 1. Revise the title of the all sheets to: Empire Petroleum Partners Special Use Permit and Site Plan That part of the Northeast 1/4 of Section 20, Township 3 South, Range 69 West of the 6th P. M., County of Jefferson, State of Colorado 12300 W. 44thAvenue Wheat Ridge, Colorado Response: We have revised the Cover Sheet and title block on all pages to include the title as requested. The legal description as noted is incomplete; the Parcel ID per the Jefferson County Assessor is not correct and not necessary. Response: The legal description provided was obtained directly from the title commitment and the Surveyor is stating that it is complete. If this is not the case please advise as to what portion is incomplete. The Parcel ID per Jefferson County Assessor was removed 2. Include "Sheet No. X of V of all sheets. Response: All sheets have been revised accordingly. 01 Project Letter 07.01.05 PA201512015009001800 Civi11999 Sent12015-xx-xxx Permit Set - 2nd SubnittallProject Response Letter -Wheat Ridge Co -1st Review Comments.docx Lisa Ritchie, Planner II Community Development Department 1" Review Letter Response 10/30/15 Sheet C0.0 3. Revise the Location Map to a line drawing, the map as shown will not reproduce well on black and white mylar. Response: The location map has been revised as requested. 4. Provide the name of the person who will sign the owner's certificate. Response: The owner's name has been added to the Owner's Certificate. 5. Correct the typo in the surveyor's certification. Response: The Surveyor's Certificate has been corrected. 6. Remove the FEMA map, this is not necessary. Response: The FEMA map has been removed. 7. Add a Case History Table with the following case numbers: SUP -86-05, WSP-86-02, SUP- 15-05 and WSP-15-05. Response: A Case History Table has been added. 8. Add statement of proposed land use and compliance with coning. Response: A "Statement of Compliance" has been added. 9. Add the complete Site Data Table, formatted as: Response: Data Table is added to cover sheet. 10. In the Site Data table, break out the parking classifications and calculations used by Retail and Gas Station, or include a note beneath the table to identify how the totals were derived. Response: The parking calculations have been added beneath the site data table. 11. In place of "Liquor Store", use "Retail" (carried over from C3.0) Response: Retail has been added in place of Liquor Store. 12. Correct "Conveinence" to "Convenience" (carried over from C3.0) Response: Typo has been corrected. 13. Provide proposed building height. (carried over from C3.0) Response: Building height of 22 ft. has been added. 14. Correct typo in ROW dedication note. Response: Typo has been fixed. 01 Project Letter 07.01.05 P:\201501500900\800 Clvi11999 Sentt2015-xx-xxx Permit Set - 2nd SubmittallProject Response Letter - Wheat Ridge CO -1st Review Comments.docx Lisa Ritchie, Planner II Community Development Department 151 Review Letter Response 10/30/15 Sheet C3.0 15. The General Notes section is not necessary on the Site Plan. These can remain on the Construction Drawings or the Civil Drawings. Response: The General Notes were removed. 16. Clean up extraneous lines and markings beyond the area of the site plan. Response: The Site Plans have been cleaned of misc. lines. 17. Remove the section reading, "A Moderate Redevelopment is that Response: Section has been removed 18. Remove the Project Information section (replaced with the Site Data table referenced above for Sheet C0.0) Response: The project information section has been removed and reformatted as table on Cover Sheet. 19. Remove "Existing Site" information regarding total impervious and total pervious Response: Information has been removed 20. Remove "Proposed Site" information regarding overall disturbance area, on-site disturbance area, and off-site disturbance area. Response: Information has been removed 21. Provide the dimensions for the trash enclosure. Response: Dimensions have been added 22. Proposed ADA ramp shall be dimensioned and show grades. Ramp does not appear to comply with ADA requirements for minimum dimensions. Response: Proposed ADA ramp dimensions have been added to Sheet C3.0. Grading for each ramp can be found on Sheet C4.0. 23. Provide additional detail regarding the monumental/pylon sign. This will require a separate sign permit. Response: Dimensions were added to the site plan to show the setback distances provided. A separate permit will be sought with specific sign details included. Sheet L1.0 24. Clean up edges of landscape plan. If text is shown, include in entirety or remove in entirety. Response: Acknowledged 25. Provide size (height) of PP2. Response: Provided 26. Rock mulch must be a minimum of V-2" diameter. Response: Plan note has been revised 27. Label plant type and provide quantities per grouping. Response: Plant labels have been added to plan 01 Project Letter 07.01.05 P:\201501500900\80O Civil\999 Sent\2015.xx•xxx Permit Set - 2nd SubmittallProject Response Letter- Wheat Ridge CO- 1st Review Comments.docx Lisa Ritchie. Planner II Community Development Department 1" Review Letter Response 10/30/15 28. Format the landscape table as follows and update the totals to match the site data table: Response: Table has been updated to match site data table and per comment #29 29. Per Sec. 26-502, the use of non -living material cannot exceed 35% of the required landscaped area, or 1,545 square feet. This number is derived by determining the entire area that is covered by mulch or hardscape, then subtracting out the area that will be covered by living materials, ie shrubs, ornamental grasses, etc, at their estimated size at 2 years following installation. Response: Table updated 30. Replace the Gulf Coast Muhly with another variety that is hardier. Response: Plant substitution has been provided 31. Remove the General Notes provided. These can remain on civil or construction drawings. Response: General notes have been removed from landscape plan 32. Include a note to the effect, "Automatic underground irrigation system will be provided for all on-site plantings." Response: Note added Sheet E1.2 33. No lighting is to exceed 18' in mounting height. The 18'-2" height for the canopy light shall be permitted due to existing conditions. The mounting height of 20'-0" for lights B4 -T3 shall be lowered to 18'-0" and photometrics shall be revised if necessary. Response: Light Fixtures B4 -T3 were lowered to a 17' mounting height. 34. Provide information regarding the pole that light B4 -T3 will be mounted to, including a base detail. Response: Cree PS5R — Round Steel Poles. Purchase PS5R20C for a 17' mounting height and 3' base. Will be sufficient for winds up to 140 MPH. Pole Base Detail has been added to Photometric. 35. Provide information as to when lights SEC will be illuminated. They cause a great degree of light trespass across property lines. Footcandles shall be reduced for these lights at all times. Response: SEC lights are controlled via Photocell and are equipped with 0-10V Dimming. Sheet E1.3 36. Revise as necessary to align with comments above. Response: No revision necessary. Sheet A6.0 37. Clean Under Building Materials Summary, include reference to 44th Avenue for the 60% requirement. Transparency is calculated as the % provided between 3 feet and 8 feet above the first floor ffe. The amount provided below 3 feet does not count toward the transparency requirement. Additional will be required. To comply, 43'-10" of the front fat ade will need transparency between the 3' and 8' elevations. Add a reference to Vivian Street with a 30% requirement and confirm compliance. Response: Transparency diagram added to sheet A6.0 to illustrate calculations for both 44th Avenue and Vivian Street 38. Remove references (sections and details) to other "A" sheets not in the Site Plan. Response: Reference tags removed 39. Include elevations and building materials for the dumpster enclosure. 01 Project Letter 07.01.05 P:12015\201500900\8m Civii\999 Sent\2015-xx-xxx Permit Set - 2nd SubmittalTroject Response Letter -Wheat Ridge CO - 1st Review Comments.docx Lisa Ritchie, Planner II Community Development Department 1s' Review Letter Response 10/30/15 Response: Trash enclosure elevations with material callouts included on A6.1 40. Include elevations and building materials for the canopy, including columns. Response: Fueling canopy elevations included on sheet CA1.1 Sheet A6.1 41. The building materials summary is not necessary on this sheet. Response: Materials summary removed 42. Remove General Note 4 Response: Note 4 removed WHEAT RIDGE PUBLIC WORKS Sheet C1.0 (General Notes): I. The City's General Notes for Private Developments don't look very good. Please use the AutoCAD DWG file rather than an image. Response: General Notes were changed from an image to CAD text. The revised plan will be submitted with the Construction Set submittal. Sheet C2.0 (Demolition Plan): 1. Please add the following Notes "18. CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 19. NOTICE TO CONTRATOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET ALONG ANY GIVEN ROADWAY, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF WORK." Response: The following notes were added. The revised plan will be submitted with the Construction Set submittal. Sheet C3.0 (Site Plan): 1. Pertaining to the SE driveway (on Vivian Street), either ROW will need to be dedicated to allow for future sidewalk maintenance by the City, or consider using the City's other ADA -compliant commercial driveway: C-D04_VCG.DC 1.DWG Response: The plan has been revised to show the details for driveway (C-D04_VCG.DC 1.DWG). Sheet C4.0 (Grading & Drainage Plan): 1. Restating the comments for the Drainage Letter: a. PW recommends that the standard area inlet be modified to be a WQ structure such as a Contech CDS (513) 645- 7000 or a Rinker Inlet Stormcepter STC -450i (contact Brian Schram at (303) 918-1628, BSchram@cemexusa.com). This would serve as the required WQ treatment and be built in place of the proposed underground StormTech proposal. A WQ inlet here would remove far more pollutants from the parking lot/drive aisle than the proposed underground system capturing roof drain flow. The roof runoff could then be discharged into either a landscape strip along the south or directly into the parking lot (and ultimately to Vivian Street). 01 Project Letter 07.01.05 P:12 01 51201 5 0 09 0 018 0 0 Civil1M Sent12015-xx-xxx Permit Set - 2nd SubmitteAProject Response Letter- Wheat Ridge CO -1st Review Comments.docx Lisa Ritchie. Planner II Community Development Department 151 Review Letter Response 10/30/15 b. PW recommends that the storm sewer main shown within Vivian Street be potholed to verify its existence. Our records do not indicate there is a pipe present in this location. Response: A STC 450i structure has been added to C4.0 and detail sheet, which will be included in the construction set submittal. A note to the contractor to verify (potholed) existing storm line location/ existence has been added. Sheet C5.0 (Utility Plan): 1. Please add the following to the General Utility Notes 14. CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 15. NOTICE TO CONTRATOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET ALONG ANY GIVEN ROADWAY, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY, REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF WORK." Response: The utility notes were added as reqested. Sheet C7.0 (Construction Details): 1. Unless additional ROW will dedicated along Vivian Street to allow for future sidewalk/drivecut maintenance by the City for the SE entrance, you will need to add the City's other ADA -compliant commercial driveway: C-D04_VCG.DC 1.DWG Response: Other driveway (C-D04_VCG.DC 1.DWG) has been implemented. The revised plan will be submitted with the Construction Set submittal. Sheet C7.2 (Construction Details): 1. Please remove the "Doghouse Manhole Detail" and replace with the City -standard manhole details: a. U-K01_MANHOLE _STANDARD.DWG b. U-K02_MANHOLE-BASE.DWG c. U-K03_MANHOLE-STEPS.DWG d. U-K04_MANHOLE RING & COVER.DWG, and use the Phase II Lid: e. U -K05 PHASE II LID.DWG Response: The details were added as requested. The revised plan will be submitted with the Construction Set submittal. ARVADA FIRE DISTRICT 1. Fire Protection Service This parcel is currently within the jurisdictional boundaries of the Arvada Fire Protection District (AFPD). The fire protection services for this parcel are provided primarily by AFPD Fire Station #2 located at 5250 Oak Street. Response: Noted 2, Emergency Access Through Site Fire apparatus access lanes through the site shall be dedicated on the final plat as "Emergency Access Lanes" or other similar language as required by the City of Wheat Ridge. (2012 IFC Section 503.1) Response: Dedicated "Fire Lane" pavement markings and signage have been added to the design plans. See Sheet C3.0 — Site Plan for exact locations. 3. Fire Apparatus Access - Surface Fire apparatus access roads shall be provided with an approved all-weather surface (concrete or asphalt) prior to any vertical construction commencing above grade (as applicable). Should temporary access roads be contemplated during the construction process, the applicant shall contact the Arvada Fire Protection District directly to discuss possible options. Access roads shall be capable of supporting an imposed load of 85,000 pounds. (2009 IFC Section 502.2.3) 01 Project Letter 07.01.05 P:120151201500900t800 Civil\999 Sent12015-xx-xxx Permit Set - 2nd Submittal\Project Response Letter- Wheat Ridge CO -1st Review Comments.docx Lisa Ritchie, Planner II Community Development Department 1" Review Letter Response 10/30/15 Response: This was added as a note on page C1.0 General Notes. The revised plan will be submitted with the Construction Set submittal. 4. Fire Apparatus Access — Turning Radius The applicant shall provide a minimum inside turning radius of 26-0 feet and a minimum outside turning radius of 47-0 feet throughout the site. An AutoTURN® analysis of the site will be required that indicates that access throughout the site will accommodate the largest piece of fire apparatus as specified. This turning radius depiction shall be submitted directly to the Arvada Fire Protection District. (2009 IFC Section 503.2.4) Response: An AutoTURN analysis was completed with a fire truck of outside radius of 47' and inside radius of 29.3' (see sheet C3.1) 5. Fire Hydrant(s) There were no existing fire hydrants shown on the overall site plan for this project. Although the existing water infrastructure may be adequate for the proposed structure, all on site and surrounding area fire hydrants shall be shown on the overall utility plan so that a complete analysis can be conducted. Fire hydrants shall be installed and made operational to provide the minimum required fire -flow prior to commencing construction above grade. (2009 IFC Sections 501.4) Ensure that a minimum three-foot clearance is provided around all fire hydrants on site. The space shall be measured from the top center of the hydrant and there shall be no obstructions directly in front of fire hydrants. No trees or shrubs may be located within this area. Groundcover plants may be used provided that they do not visually or functionally obstruct the fire protection equipment. Res Fonse: There is an existing fire hydrant located at the southeast corner of North Vivian Street and W. 1441 Ave. We have provided a dimension showing the distance to the new structure on Sheet C5.0 Utility Plan. 6. Access During Construction Approved fire apparatus access shall be provided during construction to within 150-0 feet of all points of the first floor perimeter walls. Unless otherwise approved, fire apparatus access consisting of the first -lift of asphalt or concrete shall be provided prior to commencing construction above grade. (2009 IFC Sections 501.4 and 502.2.3 amended) Should any type of phased construction be proposed, the developer shall provide documentation to AFPD addressing access during each phase of the project. Access requirements outlined above shall be met during all phases of construction. Response: This message was added as a note on Sheet C1.0 General Notes. The revised plan will be submitted with the Construction Set submittal. 7. Fire Lane Signage "NO PARKING — FIRE LANE" signage that complies with City of Arvada Engineering Standards will be required throughout the site at any location along the access drive aisles where a car could potentially park (outside of the provided parking areas). Please provide signage locations upon resubmittal. (2009 IFC Section 503.3) Response: "No Parking" signing was added along areas designated as a fire lane. See sheet C3.0 for exact locations. 8. Access Gates Should access gates be proposed for this project (either now or in the future), any gates shall provide AFPD with access at all times. If gates are proposed to be automatic, a Knox key switch or an infra -red receiver (Opticom) shall be provided. Should gates be of a manual type (sliding or swing), a Knox padlock daisy chained to the owner -provided padlock shall be provided. Response: There are no access gates to be proposed now or in the future. 9. Water Supply for Fire Protection Water supplies available for fire fighting purposes shall meet the minimum requirements established by the adopted fire code and as approved by the Fire District. Water distribution components shall be installed and in service prior to the construction of any portion of the structures. Response: Noted 01 Project Letter 07.01.05 PA2015120150090M00 Civi11999 Sent12015-xx-xxx Permit Set - 2nd SubmittallProject Response Letter - Wheat Ridge CO. 1st Review Comments.docx Lisa Ritchie, Planner II Community Development Department 1" Review Letter Response 10/30/15 10. Fire Lane Dedication As a plat was not provided with this submittal package for review, please ensure that all private drives (as applicable) are added to the final plat as dedicated emergency access lanes. (2009 IFC Section 503.1) Response: Designated "Fire Lanes" have been added to Sheet C3.0 Site plan. VALLEY WATER DISTRICT The property is currently served by the Valley Water District and the District has no concerns with the proposed improvements at the site. The developer should remain in contact with the District should any facilities require relocation as a result of construction. Response: Noted FRUITDALE SANITATION DISTRICT The design (plans and specifications) must be submitted to the District for review prior to commencement of any construction. The submittal to the District must include, at a minimum, the following information: • A drawing showing all kitchen equipment and seating capacity Response: Will be submitted with the construction set • A drawing showing locations and routes of all fixtures and wastewater lines Response: Shown on utility plan (C5.0) • Proposed interceptor size and type Response: Will be submitted with the construction set • Location of the grease interceptor being constructed outside the building Response: Shown on utility plan (C5.0) • Certified design calculations meeting current District and UPC/IPC code Response: Will be submitted with the construction set Note that the minimum grease interceptor size required by the District is 800 gallons, so if the calculation for the convenience store is less than 800 gallons, the minimum grease interceptor size for the convenience store will be 800 gallons. Plan Review Sheet C5.0 • 6" service line must connect to 8" District mainline with a 4' diameter manhole. Response: 4' diameter manhole was added. Sheet C7.2 Add the attached District details to the plan set. If there are conflicting details currently on the plans, please remove. Response: The details have been added to the construction details. The revised plan will be submitted with the Construction Set submittal. WHEAT RIDGE URBAN RENEWAL AUTHORITY/ ECONOMIC DEVELOPMENT The Economic Development Division fully supports the redevelopment of this site. The project may act as a catalyst for further improvements along this corridor. The larger convenience store will provide additional sales tax for the City of Wheat Ridge and provide more options for the area residents. 01 Project Letter 07.01.05 P:120151201500900t800 Civil\M Sento15-xx-xxx Permit Set - 2nd submittanProject Response Letter -Wheat Ridge CO - 1st Review Comments.docx Lisa Ritchie, Planner II Community Development Department 1" Review Letter Response 10/30/15 We trust that this response letter addresses any outstanding issues. If there are any further questions please do not hesitate contacting me to discuss. Sincerely, Gregg Burnett Senior Project Manager 01 Project Letter 07.01.05 P:\2015\201500900\800 Civil\999 Sent12015-xx-xxx Permit Set - 2nd SubmittahProject Response Letter - Wheat Ridge CO - 1st Review Comments.docx 1 I �IF, City of Wheat�idge PUBLIC WORKS Memorandum TO: Lisa Ritchie, Planner II FROM: Dave Brossman, Development Review Engineer DATE: October 2, 2015 SUBJECT: SUP -15-05, WSP-15-05/ Empire Petroleum I have completed my review for approval of a Special Use Permit and Site Plan for the property located at 12300 W. 40 Avenue received on September 24, 2015, and I have the following comments: Drainage Letter 1. We are highly supportive of the proposal to mitigate the roof runoff as designed. However, Public Works (PW) feels that it would be far more beneficial from a stormwater quality standpoint if the standard inlet proposed on the east side were modified to be a WQ inlet structure, such as a Rinker Stormcepter® or a Contech CDSTM instead. (Roof runoff is far cleaner than would come from the parking lot/drive aisle). The WQ inlet would replace the proposed underground StormTech system and the roof drains could discharge either into the parking lot or overland via swale to the inlet on the west side of Vivian Street. 2. PW recommends the WQ inlet be used in place of the proposed underground system. 3. PW also recommends that the storm main in Vivian Street that the proposed standard inlet on the east side is to discharge into be potholed so the storm main position can be verified prior to approval of these plans. PW storm maps do not show this pipe being present, and as such cannot approve any recharge inlets without actual on-site geotechnical & percolation test data ensuring proper functionality. Construction Plans Sheet C 1.0 (General Notes): 1. The City's General Notes for Private Developments don't look very good. Please use the AutoCAD DWG file rather than an image. Sheet C2.0 (Demolition Plan): 1. Please add the following Notes: To Lisa - 12300 W44thAve_Empire Petroleum - Review- 1. ltr.docx Public Works Engineering October 2, 2015 Page 2 "18. CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 19. NOTICE TO CONTRATOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET ALONG ANY GIVEN ROADWAY, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF WORK." Sheet C3.0 (Site Plan): 1. Pertaining to the SE driveway (on Vivian Street), either ROW will need to be dedicated to allow for future sidewalk maintenance by the City, or consider using the City's other other ADA -compliant commercial driveway: C -D04 VCG.DC I.DWG Sheet C4.0 (Grading & Drainage Plan): 1. Restating the comments for the Drainage Letter: a. PW recommends that the standard area inlet be modified to be a WQ structure such as a Contech CDS (513) 645-7000 or a Rinker Inlet Stormcepter STC -4501 (contact Brian Schram at (303) 918-1628, BSchram@cemexusa.com). This would serve as the required WQ treatment and be built in place of the proposed underground StormTech proposal. A WQ inlet here would remove far more pollutants from the parking lot/drive aisle than the proposed underground system capturing roof drain flow. The roof runoff could then be discharged into either a landscape strip along the south or directly into the parking lot (and ultimately to Vivian Street). b. PW recommends that the storm sewer main shown within Vivian Street be potholed to verify its existence. Our records do not indicate there is a pipe present in this location. Sheet C5.0 (Utility Plan): 1. Please add the following to the General Utility Notes: "14. CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 15. NOTICE TO CONTRATOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET ALONG ANY GIVEN ROADWAY, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF WORK." To Lisa - 12300 W44thAve_Empire Petroleum - Review-I.Itr.docx Public Works Engineering October 2, 2015 Page 3 Sheet C7.0 (Construction Details): Unless additional ROW will dedicated along Vivian Street to allow for future sidewalk/drivecut maintenance by the City for the SE entrance. you will need to add the City's other ADA -compliant commercial driveway: C -D04 VCG.DC I.DWG Sheet C7.2 (Construction Details): 1. Please remove the "Doghouse Manhole Detail" and replace with the City -standard manhole details: a. U-KOl_MANHOLE _STANDARD.DWG b. U-K02_MANHOLE-BASE.DWG c. U-K03_MANHOLE-STEPS.DWG d. U-K04_MANHOLE RING & COVER.DWG. and use the Phase 11 Lid: e. U -K05 PHASE 11 LID.DWG To Lisa - 12300 W441hAve_Empire Petroleum - Review-1.Itr.doex 1 Fin Protection District 903 Allison Way Arvada CO 80005 • 303-424-3012 • 303-432-7995 fax October 9, 2015 Ms. Lisa Ritchie, Planner II City of Wheat Ridge 7500 W 29`x' Avenue Wheat Ridge, CO 80033 RE: Empire Petroleum — SUP & Site Plan, COWR Project # SUP -15-05 & WS -15-05. AFPD Project # 15-303D Ms. Ritchie: The referral referenced above was reviewed for compliance with the 2012 International Fire Code (IFC) as adopted by the City of Wheat Ridge. The Fire District has the following comments regarding this development plan: 1. FIRE PROTECTION SERVICE This parcel is currently within the jurisdictional boundaries of the Arvada Fire Protection District (AFPD). The fire protection services for this parcel are provided primarily by AFPD Fire Station #2 located at 5250 Oak Street. 2. EMERGENCY ACCESS THROUGH SITE Fire apparatus access lanes through the site shall be dedicated on the final plat as "Emergency Access Lanes" or other similar language as required by the City of Wheat Ridge. (2012 IFC Section 503.1) 3. FIRE APPARATUS ACCESS - SURFACE Fire apparatus access roads shall be provided with an approved all-weather surface (concrete or asphalt) prior to any vertical construction commencing above grade (as applicable). Should temporary access roads be contemplated during the construction process, the applicant shall contact the Arvada Fire Protection District directly to discuss possible options. Access roads shall be capable of supporting an imposed load of 85,000 pounds. (20091FC Section 502.2.3) 4. FIRE APPARATUS ACCESS — TURNING RADIUS The applicant shall provide a minimum inside turning radius of 26-0 feet and a minimum outside turning radius of 47-0 feet throughout the site. An AutoTURN® analysis of the site will be required that indicates that access throughout the site will accommodate the largest piece of fire apparatus as specified. This turning radius depiction shall be submitted directly to the Arvada Fire Protection District. (2009 IFC Section 503.2.4) 5. FIRE HYDRANT(S) There were no existing fire hydrants shown on the overall site plan for this project. Although the existing water infrastructure may be adequate for the proposed structure, all on site and surrounding area fire hydrants shall be shown on the overall utility plan so that a complete analysis can be conducted. Fire hydrants shall be installed and made operational to provide the minimum required fire - flow prior to commencing construction above grade. (2009 IFC Sections 501.4) Ensure that a minimum three-foot clearance is provided around all fire hydrants on site. The space shall be measured from the top center of the hydrant and there shall be no obstructions directly in front of fire hydrants. No trees or shrubs may be located within this area. Groundcover plants may be used provided that they do not visually or functionally obstruct the fire protection equipment. 6. ACCESS DURING CONSTRUCTION Approved fire apparatus access shall be provided during construction to within 150-0 feet of all points of the first floor perimeter walls. Unless otherwise approved, fire apparatus access consisting of the first -lift of asphalt or concrete shall be provided prior to commencing construction above grade. (2009 IFC Sections 501.4 and 502.2.3 amended) Should any type of phased construction be proposed, the developer shall provide documentation to AFPD addressing access during each phase of the project. Access requirements outlined above shall be met during all phases of construction. 7. FIRE LANE SIGNAGE "NO PARKING — FIRE LANE" signage that complies with City of Arvada Engineering Standards will be required throughout the site at any location along the access drive aisles where a car could potentially park (outside of the provided parking areas). Please provide signage locations upon resubmittal. (2009 IFC Section 503.3) 8. ACCESS GATES Should access gates be proposed for this project (either now or in the future), any gates shall provide AFPD with access at all times. if gates are proposed to be automatic, a Knox key switch or an infra -red receiver (Opticom) shall be provided. Should gates be of a manual type (sliding or swing), a Knox padlock daisy chained to the owner -provided padlock shall be provided. 9. WATER SUPPLY FOR FIRE PROTECTION Water supplies available for fire fighting purposes shall meet the minimum requirements established by the adopted fire code and as approved by the Fire District. Water distribution components shall be installed and in service prior to the construction of any portion of the structures. 10. FIRE LANE DEDICATION As a plat was not provided with this submittal package for review, please ensure that all private drives (as applicable) are added to the final plat as dedicated emergency access lanes. (2009 IFC Section 503.1) Please contact me at (303) 456-5687 or via e-mail at criss.dickhausen,(a arvadafire.com should you have any questions or need further information. Sincerely. Cass T i okzha u.sevw Fire Prevention Specialist From: Steve A To: Lisa Ritchie Subject: RE: Referral - SUP -15-05 and WSP-15-05 Date: Thursday, September 24, 2015 9:29:18 AM The Economic Development Division fully supports the redevelopment of this site. The project may act as a catalyst for further improvements along this corridor. The larger convenience store will provide additional sales tax for the City of Wheat Ridge and provide more options for the area residnets. Steve Art Economic Development & Urban Renewal Manager Direct: 303-235-2806 Cell: 720-454-9040 W heat Ridge C`IlY MANAGtR'S OF1I(.1 From: Lisa Ritchie Sent: Thursday, September 24, 2015 9:20 AM To: Steve Art <sart@ci.wheatridge.co.us> Subject: Referral - SUP -15-05 and WSP-15-05 Steve, The Wheat Ridge Community Development Department has received a request for approval of a Special Use Permit and Site Plan at 12300 W. 44th Avenue (Case No. SUP -15-05 and WSP-15-05). Please download the application documents from the City drive: Folder: V:\Community Develo ment\ Land Use C'atP Referral File name: Empire Petroleum — SUP and Site Plan Comments are due by October 9, 2015: no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you. Lisa Ritchie Planner II 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2852 Fax: 303-234-2852 www ci wheatridge co us W(i3y of heat I1c�ge COMMUNITY DFYFLOPMFNT CONFIDENTIALITY NOTICE: This c -mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient. you are notified that an% disclosure, copying, distribution, electronic storage or use of this communication is prohibited. Ifyou received this communication in error, please notify us immediately by e-mail, MARTIN/MARTIN [ONSIIITING ENGINEERS September 28, 2015 Lisa Ritchie City of Wheat Ridge Community Development 7500 West 29'h Avenue Wheat Ridge CO 80033 Email: Lritchie@ci.wheatridge.co.us Re: Fruitdale Sanitation District— 12300 W. 44th Ave. — SUP -15-05/ WSP-15-05 Martin/Martin, Inc Project No.: 130053.C.01 Dear Ms. Ritchie, On behalf of the Fruitdale Sanitation District (FSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the referenced referral dated September 24"', 2015 concerning a request for approval for a Special Use Permit with a Site Plan for a planned convenience store located at 12300 W. 44"' Avenue. The Fruitdale Sanitation District has no issues with the proposed site plan conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. The subject lot is entirely within the service and boundary area of the Fruitdale Sanitation District. Treatment of sewage generated within the Fruitdale Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Fruitdale Sanitation District has the following sanitary sewer mains adjacent to the proposed property: • 15 -inch mainline running west to east, north of the referenced property within W. 44'h Avenue. • 8 -inch mainline running south to north, east of the referenced property within Vivian Street. It appears the property may be serviced by gravity flow; however, the homeowner/developer is responsible for determining depths of the existing sanitary sewer main to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. Certified design documentation indicating the amount of flow that each unit will contribute to the sanitary system is required to initially evaluate if the existing sanitary sewer system has sufficient downstream capacity. Depending on values of anticipated flow, the Owner/Developer may be required to evaluate downstream sanitary mainline capacity to show the anticipated peak flows can be accommodated by the existing main. In order to prevent excessive amounts of grease into the sewer collection system the District requires all food or grease producing establishments to install a grease interceptor. The design (plans and specifications) must be submitted to the District for review prior to commencement of any construction. The submittal to the District must include, at a minimum, the following information: • A drawing showing all kitchen equipment and seating capacity • A drawing showing locations and routes of all fixtures and wastewater lines • Proposed interceptor size and type • Location of the grease interceptor being constructed outside the building • Certified design calculations meeting current District and UPC/IPC code Note that the minimum grease interceptor size required by the District is 800 gallons, so if the calculation for the convenience store is less than 800 gallons, the minimum grease interceptor size for the convenience store will be 800 gallons. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Fruitdale Sanitation District —12300 W. 44th Ave. — SUP -15-05/ WSP-15- 05 September 28, 2015 Plan Review Sheet C5.0 • 6" service line must connect to 8" District mainline with a 4' diameter manhole. Sheet C7.2 Add the attached District details to the plan set. If there are conflicting details currently on the plans, please remove. Revise plans and resubmit for our review. Costs The amount of the sanitary sewer tap fees will be based on the water meter tap sizes for the proposed development. When the certified water tap sizes are received, a tap fee document can be produced indicating tap fees required for connection to the sanitary sewer collection system, including any credits that may be available. In addition, engineering review fees may be required to be deposited in advance by the developer to the District. All costs involved are to be deposited in advance— engineering, reviews, design, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware that proper tap and development fees are required to be paid prior to connection to the District main. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Fruitdale Sanitation District, which also collects Metro Wastewater's "connection fees". Please be aware that the intended development, including a convenience store, will require a testing manhole constructed between the building and the mainline for periodic testing, observation, and maintenance. Service fees will be based on water meter usage for a commercial establishment and may require additive fees for increased biological oxygen demand (BOD), total suspended solids (TSS) and total kjeldahl nitrogen (TKN). Upon submittal of processes these fees will be determined. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Gary Charbonnier— Fruitdale Sanitation District Page 212 t 99 s m a e ae � i - pi HI IR I� J iffil il;E ! I;i T hulil8NIM. . 7i 33d.P3� Jul ►ill?_�= - 7 4 g 1 10 � p S pi HI IR I� J iffil il;E ! I;i T hulil8NIM. . 7i 33d.P3� Jul ►ill?_�= - a T U Q ez z a � 0 3 z o bvi m w J d7 U 2 z I 3 a F NW z o o W L I m 7 4 g a T U Q ez z a � 0 3 z o bvi m w J d7 U 2 z I 3 a F NW z o o W L I m 09/25/15 FRI 13:55 FAI 303 424 0828 VALLEY WATER DIS VALLEY WATER DISTRICT 12101 WEST 52ND AVENUE WHEAT IUDCE, COLOkADO S(xt33 FVI r'.tHovr 03 -424 -WI Fix 303-424-0828 September 25, 2015 Lisa Ritchie Planning Department City of Wheat Ridge 7500 W. 29°i Ave. Wheat Ridge, CO 80033 Lear Lisa: We are in receipt of your inquiry regarding Case No. SUN 15-05 and WSP- I.5-05/Fimpire Petroleum. The property is currently served by the Valley Water District and the District has no concerns with the proposed improvements at the site. The developer should remain in contact with the District should any facilities require relocation as a result of construction. Please feel free to contact me with any further questions. Sine ly, s ` thleen adnu District Office Manager It 001 XceiEnergysm PUBLIC SERVICE COMPANY October 12, 2015 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Lisa Ritchie Re: Empire Petroleum, Case #s SUP -15-05 and WSP-15-05 Right of Way & Permits 1123 West 3i' Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3284 donna.l.george@xcelenergy.com Public Service Company of Colorado's (PSCo) Right of Way & Permits Department has reviewed the plans for Empire Petroleum. Please be aware PSCo owns and operates existing natural gas and electric facilities within the proposed project area. The property owner/developer/contractor must contact the Builder's Call Line at 1-800-628-2121 and complete the application process for any new gas or electric service, or modification to existing facilities including relocation and/or removal. It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document for new facilities. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center, at 1-800-922-1987 to have all utilities located prior to any construction. Should you have any questions with this referral response, please contact me at 303-571- 3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado A - - City of '� W heatg� COMMUNITY DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: September 24, 2015 Response Due: October 9, 2015 The Wheat Ridge Community Development Department has received a request for approval of a Special Use Permit with a Site Plan at 12300 W. 44`h Avenue. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: SUP -15-05 and WSP-15-05 /Empire Petroleum Request: The applicant is requesting approval of a Special Use Permit and a Site Plan approval for redevelopment of an existing gas station at 12300 W. 44'h Avenue, at the corner of W 44rn and Vivian Street. The applicant proposes to demolish the existing building and construct a new 4, 000 square foot convenience store with additional retail space, reface the existing canopy. enhance landscaping, provide additional parking and other improvements. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager: Case Manager: Lisa Ritchie Phone: 303.235.2852 Email:Iritchie@ci.wheatridge.co.us Fax: 303.235.2857 DISTRIBUTION: Valley Water District Fruitdale Sanitation District Arvada Fire District Xcel Energy Century Link Comcast Cable Wheat Ridge Police Department Wheat Ridge Public Works Wheat Ridge Building Division Wheat Ridge Economic Development City of ]"WheatR? dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. October 12, 2015 Mr. Gregg Burnett GreenbergFarrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 Wheat Ridge. CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: SUP -15-05 and WSP-15-05 / Empire Petroleum — 1st Review Dear Mr. Burnett: This letter is in regard to your application for approval of a special use permit and site plan for property zoned Commercial -One (C-1) and located at 12300 W. 44`h Avenue. I have reviewed the first submittal and have the following comments: All Sheets 1. Revise the title of the all sheets to: "Empire Petroleum Partners Special Use Permit and Site Plan That part of the Northeast 1/4 of Section 20, Township 3 South, Range 69 West of the 6th P.M.. County of Jefferson, State of Colorado 12300 W. 44`h Avenue Wheat Ridge, Colorado" The legal description as noted is incomplete, the Parcel ID per the Jefferson County Assessor is not correct and not necessary. 2. Include "Sheet No. X of X" of all sheets. Sheet C0.0 3. Revise the Location Map to a line drawing, the map as shown will not reproduce well on black and white mylar. 4. Provide the name of the person who will sign the owner's certificate. 5. Correct the typo in the surveyor's certification. 6. Remove the FEMA map, this is not necessary. 7. Add a Case History Table with the following case numbers: SUP -86-05, WSP-86-02, SUP - 15 -05 and WSP-15-05. 8. Add statement of proposed land use and compliance with zoning. 9. Add the com tete Site Data Table, formatted as: Existing zoning C Proposed land use Total area[acres/sq ftgross[acres/sq ft net Lot #[acres/sq ft Lot #[acres/sq ft Floor area by use Use sq ft Use sq ft 10. In the Site Data table, break out the parking classifications and calculations used by Retail and Gas Station, or include a note beneath the table to identify how the totals were derived. 11. In place of "Liquor Store", use "Retail" (carried over from C3.0). 12. Correct "Conveinence" to "Convenience" (carried over from C3.0) 13. Provide proposed building height. (carried over from C3.0) 14. Correct typo in ROW dedication note. Sheet C3.0 15. The General Notes section is not necessary on the Site Plan. These can remain on the Construction Drawings or the Civil Drawings. 16. Clean up extraneous lines and markings beyond the area of the site plan. 17. Remove the section reading, "A Moderate Redevelopment is that:..." 18. Remove the Project Information section (replaced with the Site Data table referenced above for Sheet C0.0) 19. Remove "Existing Site" information regarding total impervious and total pervious 20. Remove "Proposed Site" information regarding overall disturbance area, on-site disturbance area, and off-site disturbance area. 21 . Provide the dimensions for the trash enclosure. 22. Proposed ADA ramp shall be dimensioned and show grades. Ramp does not appear to comply with ADA requirements for minimum dimensions. 23. Provide additional detail regarding the monumental/pylon sign. This will require a separate sign permit. Sheet U.0 24. Clean up edges of landscape plan. If text is shown, include in entirety or remove in entirety. 25. Provide size (height) of PP2. 26. Rock mulch must be a minimum of 1 "-2" diameter. F] Required -Proposed Building coverage % max / sq ft max % / sq ft Open sace/landsca in % min / sq ft min % / sq ft Useable % min / sq ft min % ! sq ft Sod % -max /s ft max % sq ft Hardsca e % max / sq ft max % / sq ft Parkin Standard # # Accessible # # Bicycle # # 10. In the Site Data table, break out the parking classifications and calculations used by Retail and Gas Station, or include a note beneath the table to identify how the totals were derived. 11. In place of "Liquor Store", use "Retail" (carried over from C3.0). 12. Correct "Conveinence" to "Convenience" (carried over from C3.0) 13. Provide proposed building height. (carried over from C3.0) 14. Correct typo in ROW dedication note. Sheet C3.0 15. The General Notes section is not necessary on the Site Plan. These can remain on the Construction Drawings or the Civil Drawings. 16. Clean up extraneous lines and markings beyond the area of the site plan. 17. Remove the section reading, "A Moderate Redevelopment is that:..." 18. Remove the Project Information section (replaced with the Site Data table referenced above for Sheet C0.0) 19. Remove "Existing Site" information regarding total impervious and total pervious 20. Remove "Proposed Site" information regarding overall disturbance area, on-site disturbance area, and off-site disturbance area. 21 . Provide the dimensions for the trash enclosure. 22. Proposed ADA ramp shall be dimensioned and show grades. Ramp does not appear to comply with ADA requirements for minimum dimensions. 23. Provide additional detail regarding the monumental/pylon sign. This will require a separate sign permit. Sheet U.0 24. Clean up edges of landscape plan. If text is shown, include in entirety or remove in entirety. 25. Provide size (height) of PP2. 26. Rock mulch must be a minimum of 1 "-2" diameter. F] 27. Label plant type and provide quantities per grouping. 28. Format the landscape table as follows and update the totals to match the site data table: 29. Per Sec. 26-502, the use of non -living material cannot exceed 35% of the required landscaped area, or 1,545 square feet. This number is derived by determining the entire area that is covered by mulch or hardscape, then subtracting out the area that will be covered by living materials, ie shrubs, ornamental grasses, etc, at their estimated size at 2 years following installation. 30. Replace the Gulf Coast Muhly with another variety that is hardier. 31. Remove the General Notes provided. These can remain on civil or construction drawings. 32. Include a note to the effect, "Automatic underground irrigation system will be provided for all on-site plantings." Sheet E1.2 33. No lighting is to exceed 18' in mounting height. The 18'-2" height for the canopy light shall be permitted due to existing conditions. The mounting height of 20'-0" for lights B4 -T3 shall be lowered to 18'-0" and photometrics shall be revised if necessary. 34. Provide information regarding the pole that light 134-T3 will be mounted to, including a base detail. 35. Provide information as to when lights SEC will be illuminated. They cause a great degree of light trespass across property lines. Footcandles shall be reduced for these lights at all times. Sheet E1.3 36. Revise as necessary to align with comments above. Sheet A6.0 37. Under Building Materials Summary, include reference to 44`h Avenue for the 60% requirement. Transparency is calculated as the % provided between 3 feet and 8 feet above the first floor ffe. The amount provided below 3 feet does not count toward the transparency requirement. Additional will be required. To comply, 43'-10" of the front fagade will need transparency between the 3' and 8' elevations. Add a reference to Vivian Street with a 30% requirement and confirm compliance. 38. Remove references (sections and details) to other "A" sheets not in the Site Plan. 39. Include elevations and building materials for the dumpster enclosure. 40. Include elevations and building materials for the canopy, including columns. Sheet A6.1 41. The building materials summary is not necessary on this sheet. 42. Remove General Note 4. 3 Required Proposed Open sace/landsca in % min / sq ft min % / sq ft Sod % max / sq ft max % / sq ft Hardsca e % max / sq ft max % / sq ft On-site trees # # On-site shrubs # # Street trees # # 29. Per Sec. 26-502, the use of non -living material cannot exceed 35% of the required landscaped area, or 1,545 square feet. This number is derived by determining the entire area that is covered by mulch or hardscape, then subtracting out the area that will be covered by living materials, ie shrubs, ornamental grasses, etc, at their estimated size at 2 years following installation. 30. Replace the Gulf Coast Muhly with another variety that is hardier. 31. Remove the General Notes provided. These can remain on civil or construction drawings. 32. Include a note to the effect, "Automatic underground irrigation system will be provided for all on-site plantings." Sheet E1.2 33. No lighting is to exceed 18' in mounting height. The 18'-2" height for the canopy light shall be permitted due to existing conditions. The mounting height of 20'-0" for lights B4 -T3 shall be lowered to 18'-0" and photometrics shall be revised if necessary. 34. Provide information regarding the pole that light 134-T3 will be mounted to, including a base detail. 35. Provide information as to when lights SEC will be illuminated. They cause a great degree of light trespass across property lines. Footcandles shall be reduced for these lights at all times. Sheet E1.3 36. Revise as necessary to align with comments above. Sheet A6.0 37. Under Building Materials Summary, include reference to 44`h Avenue for the 60% requirement. Transparency is calculated as the % provided between 3 feet and 8 feet above the first floor ffe. The amount provided below 3 feet does not count toward the transparency requirement. Additional will be required. To comply, 43'-10" of the front fagade will need transparency between the 3' and 8' elevations. Add a reference to Vivian Street with a 30% requirement and confirm compliance. 38. Remove references (sections and details) to other "A" sheets not in the Site Plan. 39. Include elevations and building materials for the dumpster enclosure. 40. Include elevations and building materials for the canopy, including columns. Sheet A6.1 41. The building materials summary is not necessary on this sheet. 42. Remove General Note 4. 3 The following sheets are not necessary for the Site Plan submittal. They may be required for the civil construction submittal: L2.0 Irrigation Plan L2.1 Irrigation Details C 1.0 General Notes C2.0 Demolition Plan C6.0 Erosion and Sediment Control Plan C6.1 Erosion and Sediment Control Details C7.0 Construction Details C7.1 Construction Details C7.2 Construction Details Building Elevations (color) are not necessary. If desired, the colored elevations may be used in place of the black and white elevations, with all details provided. Wheat Ridge Public Works: See attached comments and redlines from Dave Brossman dated October 2, 2015. Arvada Fire District: See attached comments from Criss Dickhausen dated October 9, 2015. Valley Water District: See attached comments from Kathleen Kadnuck dated September 25, 2015. Fruitdale Sanitation District: See attached comments and details from Bill Willis dated September 28, 2015. Wheat Urban Renewal Authority /Economic Development: See attached comments from Steve Art dated September 24, 2015. Wheat Ridge Police Department: No comments received. Century Link: No comments received. Comcast Cable: No comments received. Wheat Ridge Building Division: No comments received. This concludes the summary of comments. For the next review, please provide a response to this letter, including a response to each item identified above, and resubmit plans in the following formats: • One (1) full-size hard copy of the plans • One (1) hard copy of any revised plans or letters. • Digital files of the resubmittal documents in Adobe .pdf format Staff continues to express support for the project. If a meeting to discuss these comments is desired, please let me know. 4 Sincerely, Lisa Ritchie, Planner 11 303-235-2852 lritchie@ci.wheatridge.co.us cc: Case files (SUP -15-5 and WSP-15-05) Enclosures ✓ �� r - 1H51E 6 LWTED WHIN UM 2014E x (AREAS D UMMED FEMA TO 'o e( WI50E THE Dtx Ar4WWA CHANCE FLCORFIitN) SCALE SHEET INDEX C0.0 COVER SHEET VALLEY WATER D6TRICT ALTA/ ACSM LAND TITLE SURVEY (BY OTHERS) C1.0 GENERAL NOTES C2.0 DEMOLITION PLAN C3.0 SITE PLAN C4.0 GRADING & DRAINAGE PLAN C5.0 UTILITY PLAN E1.2 PHOTOMETRICS PLAN E1.2 - CS EXTERIOR LIGHT FIXTURE CUT SHEETS C6.0 EROSION AND SEDIMENT CONTROL PLAN C6.1 EROSION AND SEDIMENT CONTROL DETAILS C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C7.2 CONSTRUCTION DETAILS L1.0 LANDSCAPE PLAN L2.0 IRRIGATION PLAN L2.1 IRRIGATION DETAILS ALTA/ ACSM LAND TITLE SURVEY: CLARK LAND SURVEYING, INC. 119 N. WAHSATCH AVE COLORADO SPRINGS, CO W903 PH: (719) 633-8533 EMAIL: WWWCLARKLSCOM GEOTECHNICAL ENGINEER: UNITED CONSULTING 615 HOLCOMB BRIDGE ROAD NORCROSS. GA 30071 PH: (770) 582-2799 FAX (770) 582-2899 SITE LANDSCAPING & IRRIGATION CONSULTANT: GREENBERGFARROW CONTACT: SARAH DREIER 21 SWM EVERGREEN AVENUE. SUITE 100 ARLINGTON HEIGHTS, t 60005 PH.(224)-310-5076 EMAIL: adeierfteenbergforroa.com ARCHITECT: GREENBERGFARROW CONTACT: JULIE WEHMEYER 21 SOUTH EVERGREEN AVENUE, SURE 200 ARLINGTON HEIGHTS. IL 60005 PH:(847)-788-9200 E LW L:jeMmeyerOgreenberglorroa.com ff 'MP2"&= Petro%uifs Partners CITY OF WHEAT RIDGE, COLORADO 12300 WEST 44TH AVENUE WHEAT RIDGE TOWNSHIP, JEFFERSON COUNTY LOT # NE 1/4 OF SECTION 120, TOWNSHIP 3, RANGE 69, PARCEL ID 919532 ZONED: C-1 (COMMERCIAL -ONE DISTRICT) OWNER / DEVELOPER: EMPIRE PETROLEUM PARTNERS 8350 N. CENTRAL EXPRESSWAY SUITE M2185 DALLAS, TEXAS 75206 ENGINEER: GreenberUFarrow GREGG BURNETT 153 CORDAVI LLE ROAD, SUITE 210 SOUTHBOROUGH, MA 01772 (857)-305-0598 SURVEYOR'S CERTIFICATION 1 hereby can 6 the' I ms regio ss� prol'ec+ional fond -j.. lysed in omplimwc w th the Mus ol'the Stele of Colorado. that this is w and Mote saucy made on tm gmund complaN br me on (iner, that all the matias shown thanon actmil, -A. dint th loca'in e, typeend nsatrnel um uccum,eN .shown, and that no encroechmenu, .ph, of win or eas ..esus _11os shown h,n"n SEAT. SIGNATURE DATE: �.r�aRE'q'a �g2 CALL 3 DAYS BEFORE YOU DIG! 1-800-922-1987 OWNER'S CERTIFICATE The be ow sVned ownerls)a legsay desgnated.9-Us) there&. do twroby agnea that the properly kgady desaeiad haosoo will oe Oevebped in accordance win the nestnc,grM and woditux,s mut.,— in in. pian. and as may dH`_ to repune0 Dy law I—) f ,dW reeit.ogo, that w approval d I1,1e Sic Plm does not "este a vested PmP.M ugh, Vested voperty .gets MAY only ansa rd m the arts ac"ue pum"'ae pro's. n at Soctmn 26-121 of tie W heat Rage Coda of Laws 11—H name sr _(.) a ewt(.) who .11 agtl Stale of Colorado ) 185 County of JeHars"t ) The fo egUng inflMum was achnms4edga0 0NOre rM tta day d _._ _........ A 0 20.__. DY._---------- Wmmas my hand and olfe:ml Soal. MY ep "10 --.lista. Notary Purim CITY CERTIFICATION Approved in* ---- day s_---- by the Cay of Wheat Ridge, ATTEST C"nmundy DaralolN vIt One I W F LOCATION MAP UTILITIES WATER: GAS: VALLEY WATER D6TRICT YCEL ENGERY 12101 WEST 52TH AVE, 5901 SHERIDAN BLVD. WHEAT RIDGE, CO 80034 ARVADA, CO 80003 PHONE: (303) 424-9661 PHONE: (BOO) 658-2121 ELECTRIC: CABLE: UCSYNERGETICS CENTURYLINK 555 ZANG ST, CONTACT: JODE LEONARD LAKEWOOD. CO 80228 PHONE: (720) 578-3722 PHONE: (303) 628-2272 EMNL: jishekona00centuryfnN.com TELEPHONE SANITARI SEWER: CENTURYUNK FRUITOALE SANITATION DISTRICT CONTACT: JODIE LEON RD 4990 MILLER ST, PHONE: (720) 578-3722 WHEAT RIDGE, CO 80033 EMmL: j0die.konordOcenlloiril.com CONTACT: GARY CHAR90NNIER PHONE. (303) 424-5476 STORM SEWER: WHEAT RIDGE STORMWATER DISTRICT 7500 WEST 29TH AVE, 2ND FLOOR WHEAT RIDGE. GO 80033 CONTACT: BRE LAROW PHONE: (303) 235-2871 EMAIL: slormoo rO - hawle".co.us That pad of We Northeast IN dSxf.. 20, Tow"T, 3 South Range 69 W- of the M 61h P._ Cmmty of kff n. Stak of Colorado, dacrthod u follows. C.mme.cirM Me list., on Ne Wen Ime of the Nodhsast IM of Section 20,641 5 feet, rc or Tea+. Northof the cam" of the Section, being the South Ime of Wen 44th Ave.: TIt Past along the South hnc of Wen 44th Ave., 95 fed b the Tme Potts of Beginning; Thence Sooty and peallcl with the Wcs' h. of Ne N.H h— 114 of aid Schon 20. 147 fxt; Th- Pan nn perellcl w„h Uhc South hne of West ath Ave., 150 fed, Theme NoM aad parallel with the west Tine of the Nonh "d 1/4, 147 fav In the South line of West 4411, Are.: Th.- Wen along said South hoe, 150 finsto the Tme Point offl ginnmg County of )cR m Statc of color.& The prop"g Je¢nbW end shown harm, is the same pmprny dacnbod m Fust Amari an'f01e inLow— Tdk C'onwmnrnt No. NCSfi59373-37-SNANT Jath March 31, 2014 JOB NO. 20150090.0 DATE: 05-26-2015 GENERAL NOTES: THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND WAYS, MIF/NS AND METHODS OF 2. THE CONTRACTOR 94ALL COMPLY WITH APPLICABLE STATE. FEDERAL, AND LOCAL CODES AND OBTAIN ALL NECESSARY LICENSES AND PERMITS. 3. THE GENERAL SPECIFICATION WHICH APPLY TO THE CONSTRUCTION WORK AS SHOWN ON THE ENGINEERING PIANS, ARE CONTAINED N STANDARD SPECIFICATIONS, CONSLRUCIM DETAILS, AND/OR ME TOWNSHIP'S ENCNEERNG DEPARTMENT. 4. GENERAL ORMNG THE GRADING CONTRACTOR SMALL A. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES WRING THE COURSE OF CM67RLCMK AND PREVENT STOMP WATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS. R. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED ALL EXCESS TRENCH SPOIL AFTER COMPLETION OF THE UNDERGROUND IMPROVEMENTS (EARFWORK CONTRACTOR SMALL MAKE APPROPRIATE ADJUSTMENTS N ROUGH GRADING TO ACCOMMODATE TRENCH SPOIL). C. PROVIDE WATER TO ADO TO DIM MATERIA IN ORDER TO ADJUST THE MOMURE CONTENT FOR THE PURPOSE OF ACHIEVING THE SPECIFIED COMPACTION. D. BACKFLL THE CURB AND GUM ATTR ITS CONSTRUCTION AND PRIOR TO THE PLACEMENT OF BASE COURSE MATERIAL. E. UNSUITABLE MATERIAL 94ALL BE CONSIDERED AS MATERIAL WHICH IS NOT SUITABLE FOR THE SUPPORT OF PAVEMENT AND BUILDING CONSTRUCTION. AND IS ENCOUNTERED BELOW NORMAL TOPSOIL DEPTHS AND THE PROPOSED SIB -GRADE ELEVATION. THE DECISION TO REMOVE SAID MATERIAL, AND TO WHAT EXTENT, SMALL BE MANE BY A SOLS ENGINEER MTN THE CONCURRENCE OF THE OWNER. 5. GENERAL PAVING THE PAVING CONTRACTOR SMALL: A REPAIR ANY BASE COARSE AND BINDER COURSE FAILURES PRIOR TO THE INSTALLATION OF THE FNA BITUMINOUS CONCRETE SURFACE COURSE. B. SWEEP CLEAN THE BINDER COURSE PRIOR TO THE INSTALLATION OF THE FINAL BITUMINOUS CONCRETE SURFACE COURSE. EXCESSW CLEWING OF THE BINDER COURSE THAT MAY BE REWIRED, AND IS NOT THE FALLT OF THE PAYING CONTRACTOR, SMALL BE PND FOR ON A TIME AND MATERIAL BASIS BY PRIOR AGREEMENT WITH THE GENERAL CONTRACTOR. 6. INCIDENTAL TO CONSTRUCTION THE CONTRACTOR SNL A ADHERE TO THE CRITERIA FOR THE SEPARATION BETWEEN WATER MONS AND THE STORM AND SANITARY SEWER LIES AS DESCRIBED: WHEREVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATER WIN, ME MINIMUM VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATER MAIN SHALL BE IB INCHES. FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANRAM/COMBINED SEWERS AND WATER MAIN SHALL BE MWANED UNLESS: THE SEWER IS WD INA SEPARATE TRENCH, KEEPING A MINIMUM 18 INCH VERTICIL SEPARATION; OR THE SEWER IS WD IN THE SAYE TRENCH WITH THE WATER MAN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNOSTIRBED FAITH, KEEPING A MINIMUM 18 INCH VERTICAL SEPARATION. IF EITHER THE Von" OR HORIZONTAL DISTANCES DESCRIBED ABOVE CANNOT BE MAINTAINED. OR THE SEWER CROSSES ABOVE THE WATER MAN, THE SEWER SMALL BE CONSTRUCTED TO WATER MAN STANMRDS. B. BE RESPONSIBLE TO PUCE OVA AND COORDINATE WITH OTHER CONTRACTORS. ALL UNDERGROUND VTLRY STRUCTURE FRAMES SUCH AS MANHOLES, CATCH BASINS. AND INLETS. C. BE AWNS OF POTENTWL CONFLICTS WITH EXISTING UTILITIES. THE CONTRACTOR SMALL EXCAVATE AROUND THE EXISTING UTILITIES TO DETERMINE THEN EXACT LOCATIONS AND ELEVATIONS PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY IMPROVEMENTS. D. PROVE POURED CONCRETE FILLETS CONFORMING TO THE SHAPE OF THE PIPE N ALL SANITARY AND STORY MANHOLES, AND INLETS. E. BE RESPOW48U FOR MAINTAINING THE TOP OF ANY UTILITY TRENCH AT LEAST TWO (2) FEET AWAY FROM ANY EXISTING OR PROPOSED CURB OR PAVEMENT, IN THOSE INSTANCES WHERE THE TRENCH RENS PARALLEL TO THE SAID CURB OR PAVEMENT. F. BE RESPONSIBLE FOR THE DE -WATERING OF UTILITY TRENCHES DURING CONSTRUCTION AND PROVIDING THE NECESSARY TRENCH BRACING THAT MAY BE REWIRED IN ORDER TO ADHERE TO CURRENT SAFETY STANDARDS. G. REMOVE SOFT MATERIAL THAT MAY BE ENCOUNTERED AT THE PIPE INVERT ELEVATION TO A DEPTH OF AT LEAST WE (1) FOOT BELOW THE BOTTOM OF THE RPE, AND BACKFILL WITH COMPACTED BOOING MATERIAL H. REMOVE ALL EXCESS MATERNL OFF THE SITE OR TO AN APPROVED LOCATIONS DESIGNATED BY THE OWNER. I. COMPLETE ANY REQUIRING ADJUSTMENTS OR RECONSTRUCTION TO ANY EXISTING UTILITY STRUCTURES TO THE SATISFACTION OF THE UTILITY OWNER. ADJUSTMENTS AND/OR RECONSTRUCTION NOT CALLED FOR ON THE PLANS SNCL BE CONSIDERED INCIDENTAL TO THE CONTRACT. NO MORE THAN A TOTAL OF E09 (8) INCHES OF ADJUSTING RINGS SMALL BE ALLOWED. A. THE CONTRACTOR SMALL PROVIDE AS A MINIMUM, A FULLY LOADED SIX -WHEEL TRUCK FOR PROOF ROLLING THE PAVEMENT SUB -GRADE PRIOR TO ME PLACEMENT OF THE CURB AND GUTTER AND THE BASE MATERIAL. B. SPECIFIC COMPACTING TESTING MAY BE REOIIRED BY THE OWNER IN SELECTED FILL AREAS. THE CONTRACTOR SINAL BEM THE COST OF COMPACTION TESTING AS WELL AS THE RESPONSIBILITY FOR THE NECESSARY CORRECTIONS. C. APPROVAL OF THE PAVEMENT SUB -GRADE BY THE OWNER'S GEOTECHNICAL ENGINEER SHALL BE REWIRED PRIOR TO THE PLACEMENT OF THE PAVEMENT MATERIAL D. SAVARY SEWER MINNS AND SERVICES SMALL BE TESTED FOR LEAKAGE AND DEFLECTION IN ACCORDANCE WITH THE REpUIElE1R OF THE LOCAL AIRISDICTIONAL NJDIORIT[5 PRIOR TO THEIR FINAL ACCEPTANCE. ALLOWABLE TESTING LMETS 94AL BE AS DESCRIBED N THE 'GENERAL SPECIFICATIONS' UNLESS THE LOCAL REQUIREMENTS ARE MORE RESTRICTIVE. SERVICE SLABS MUST BE PROPERLY PLUGGED AID SEALED AND CLEARLY LOCATED AT THEIN TERMINATION POINTS PRIOR TO TESTING. ALL SEWER WAIS, SERVICE LINES, AND MANHOLES SMALL BE CLEAN MIO FREE OF DEBRIS PRIOR TO THEIR FINAL ACCEPTANCE. E. WATER MAILS SMALL BE TESTED IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL REOLTREMENTS PRIOR TO ITS FINAL ACCEPTANCE. THE PRESSURE AND LEAKAGE TESTS AND DISINFECTION OF THE MARS SMALL BE DESCRIBED N THE 'GENERAL SPECIFICATIONS' UNLESS THE LOCAL REWIREMENTS ARE MORE RESTRICTIVE. ALL VALVE VAULTS SMALL BE CLEW AND FREE OF DEBRIS AND WATER PRIOR TO THEIR FINAL ACCEPTANCE. THE INDIVIDUAL SERVICE BOXES SHALL BE VISIBLE AND CLEARLY LOCATED PRIOR TO THOR FINAL ACCEPTANCE. F. SPECK CONDITIONS - ALTERNATE SOLUTIONS SHALL BE PRESENTED TO THE EPA WHEN EXTREME TOPOGRAPHICAL, GEOLOGICAL OR EXISTING STRUCTURAL CONDITIONS MAKE STRICT COMPLIANCE WITH THE ABOVE (D) OR (E) TECWYCA11Y AND ECONOMICALLY IMPRACTICAL. ALTERNATE SOLUTIONS WILL BE APPROVED PROVIDED WATERTIGHT CONSTRUCTION STRUCTURALLY EOUNALENT TO APPROVED WATER MAIN MATERIAL IS PROPOSED. G. WATER MAINS AND WATER SERVICE LINES SWT. BE PROTECTED AGAINST ENTRANCE OF HYDROCARBONS THROUGH DIFFUSION AND THROUGH ANY MATERIAL USED N CONSTRUCTION OF THE LINE. 8. MINIMUM REQUIREMENT FOR MANHOLE SMUCRM2ES A THE FRAME UP SHALL BE CLEANED OF ALL MUD AND DEBRIS TO PROVIDE WATERTIGHT SEAL BEIINEEN THE FRAME AND THE MANHOLE COVER GASKET. B. MORTAR SHALL BE USED BETWEEN THE FRAME AND ADJUSTING RINGS AND BETWEEN ADJUSTING RINGS AND THE CONE SECTION N ALL PAVED AREAS. E -Z STICK MAY BE USED N LANDSCAPE AREAS. C. ALL STEPS MUST BE INSTATED, ALIGNED AND CLEWED. D. ALL PINHOLES MUST BE MORTARED WITH BRUSH FINISH TO PROVIDE A WATERTIGHT SEAL. E. THE UPSTREAM AND DOWNSTREAM PIPE CAVITIES MUST BE FILLED WITH MORTAR AND SMOOTHED WITH A BRASH FINISH. F. THE UPSTREAM AND DOWNSTRFAN FLOW LINES (INVERTS) SIALL HAVE A SMOOTH TRANSITION FROM THE PIPE TO THE MANHOLE INVERT. G. ALL MANHOLE STRUCTURES SHALL BE FREE OF ANY TYPE OF INFILTRATION (WATER LEAKING INTO THE STRUCTURE). H. IF THERE IS AN INTERNAL DROP IN ME STRUCTURE THERE MUST BE A SMOOTH TRANSITION FROM THE PIPE TO THE INVERT (I.E., CHANNEL THE FLOW FROM THE RPE TO THE MANHOLE INVERT). I. ALL MANHOLES SMALL E CLEANED OF ANY ACCUMULATION OF SILT, DEBRIS, OR FOREIGN MATTER OF ANY KIND, AND SHAT BE FREE FROM SUCH ACCUMULATIONS AT THE TIME OF FINAL INSPECTION. 9. THE CONTRACTOR SHALL PRESERVE BENCHMARKS, REFERENCE POINTS AND STAKES. 10. IF ME CONTRACTOR IN THE COURSE OF WORK FINDS ANY DISCREPANCIES BETWEEN ME PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY. OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY ME ENGINEER, R SMALL BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER. IN WRITING AND THE ENGINEER WILL PROMPTLY VERIFY THE SANE. ANY WORK DONE AFTER SUCH A 019CDVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. 11. ASSURANCES OF COMPLIANCE WITH AMERICAN WITH DISABILITIES ACT (ADA) IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 12. THE TRAFFIC CONTROL DEVICES MUST COMPLY WITH STATE DOT REQUIREMENTS AND BE APPROVED BY THE DDT PRIOR TO CONSTRUCTION. 13. CONTRACTOR SHALL REFERENCE ANY GEOTECHNICAL INFORMATION RECOMMENDED BY UNITED CONSULTING. GENERAL NOTES PER CEE'F OF WHEAT RDGE STANDARDS 1. ALL WOW WMHIN rhE PUBLIC RIGH7-0FWAY OHEASEMIENT SWILL COIIFOFN IOTNE OWOFWrEAI RIDGE H9LMEERING REG(AA-.$" AND DENrA STANDkRm 2. AN ArnWW D WWRT.OFAWAY C9NMTRUCTEOM PERMIT AND A INUMIC/AL CONTRACTOR'! LWANI E IS REQUIRED PRIM 10 ANY WONA C MIWEILWW VA fHN TIE RIBLC WC HTB*~. ANY WOAA PE RFYXRM .0 WIfWN THE STATE WoO.OFANAY SHALL IEOORE AN APPROVED STATE CONSTFIXIM PERMIT PRIOR 10 ANY W OTM WAIRENDEG. L R SHAWL WE THE CONIRAGI005 RESPOE'AlD NNNY 1TY TD THE OF APROQEMN CONFORI MM: 10 THE APPROVED COMSIRVC TION PIANS FOR ANT ELEIEM O IHE FMUP05kU NvRO`YELENFS PRION TO ITS CONSTRUCT"L A, R SMALL BE 1FE NESFONSS*.MTV OF THE DEVELOPER DURING COISTPK rFON ACTMgES TO RESOLVE COWTRUC'TIKA PROBLOAT, DUE TO LWMGEA CONEATIOM OR CE" ERRORS ENDDURIFERED BY THE C" RAC TOR OURNO THE F ROrAMBS OF ANY PORI" OF I HE PNOPO%0 VA1r1K 0 N IIik OPINION OF THE OTrS FESPEC TOR. THE MOCMICANOIS PROPOSED BY THE OEVELDPER TO THE APPROVED MI6 INVOLVE SIai1CAIR CNMk SES TO TIE C A RACTER OF THE *OAK OR TO FUrIM CONWOUOUS PUBIC OR PRIVATE NIPROVETKMS THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMTiWb REVISED PLANE TO THE CITY OWHEAT RIDGE FOR APPNOVN PWO TO ANT FURTHER COSTRUCTM RFLATf.0 TO THAI PORTION Or NOW. ARY MAPROVEAATEAtS CONDTRU CTED NOT NACGOADAN:E WITH THE IP"hIED PLANTS DR THE APPROVED NE WAD PLANS SH1ALL Y BEARD AND THE MWRUVEMEMIS SIMLL BE RFCOHSTRUCTFD TO THE APPROVE& PANS. L UTLITY MIOTFK.ATDM CBN FRb IHE CONTRACTOR SINN L COFTACI THE UTILITY NDTVICAIM" CENTER OF COLORADO FOR LOCATION ON UYIF RORCAM GAS. ELH'1RIC ND TELEPHONE UIKRF3 Al i FJ I M NOIRE PRIOR to THE CONLAEJN:EAkNI M ANY (3D11STRUCV100I CALL IJILSEL"ll. L ALL UTLITY POLES SHALL BE RELOCATED PFGOR TO THE PLACEMENT OF CONCRETE. 7. VHITH NDTFICAIM"OO THE%S✓ECTM OWNER. ADJUST ROWS OF ALL CLEANWIS MANHOLES .VALVE CORERS AND SLRVLY MONLNENTS PRIOR TO THE F"kL PAVING LFT. L THE CONRUCTOR SMALL PROVIDE ALL LIWNrS, SIOMS. SARRL:AOES. FLA HIEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR INE PUBLIC SAFETY H AC"OANCE PATH THE CURRENT MANUAL M UNPOIIW TRAFFIC CONTROL I EWAS. % I1H: CONIPAC fO SIMLL'4TOt'DE AND IAA MtAH HORESS AND EGRESS TO PRIVATE PROPERTY ADJAM'At TO THE WORK T)ROU OUT THE PERIOD OF CONS I RUION( CTPRIOR TO BEG*" AW WOW. THE CONTRACTOR SHAA OBI Ary A WRITTEN AGREEME N)' FROM AHE WrECMD PROPERTY OHERIS) MPACTED BY THIS ACCESS. 10. PBOR 10 tHE PSML Li t OF SURFACE P.AVEAENr ALL U**RGROLHD UTILITY MAINS $ ILL BE HSI ALLED AND %ER%" a"WCTTONS STIMREO WT BEYOND TIE MCA( OF nMI SMINALN LINE WHEN MLOAED BY THE UTLJTY, SERWt E FROM PUBLIC UILHES AND FROM SANRARY BE WERE SHALL BE MADE AVALANE FOA EA61 LOTM SAICAI A MNN AER THAT Y1LL NUT BE NECESSARY tO WSTLREH rRE SEE TRT PAVEMENT. RB CU. CUTTER AID SDEWA.K WHEN OOWILCIIOM ARG MADL- I I. TWTH RI C'OPEE OF THE *As NST PLANS ARE f0 Be SUBLIMED PWR TO FBiLL ACI:EPIANCE OF THE WORT A,I COPY IS 70 ME ON 24- x 3F BOND PAPER AND L 1 COPY IS f0 BE ON ELF CTROW MEDIA (UO AOM OR MID—AOM) AND IS TO SE MAN ALT OCAD COMPATIBLE FORMAT IpxF.,ALGL 12. THE CONTRACTOR SHALL NOTFY THE SIT INSPECTOR AT LEAST N HONES PRIOR TO THE DESIRED NSPEC,TM IS ND PORTION OF 719 STREET MAY BE FINAL PAVED UNTIL ALL STREET LIOITNC 004W EMENTS DESIGWO TO SERVE THE STREET ANDOR DEVELOPM®IT HAVIE BEENCCOM PLETEL IT. STREET WR n,(WF AY NOMA11EN TS STALL BE SET PREM TO FLAW LFT OF ASPHALT PAVSW?4--. NIURLPAM HNRONARE SWAMI. BE PROVIDED BY THE (TTY OF VI EAT RIDGE UPON PEOUPST. 14. SEE lL ' AND WACHFFC SHALL BE COMPLFTEO M?M"YHPTV (p) DAYS OF NETIAL EXP SAM OR SE FN (7)DAYS AFTER OIRAM 13 SLMTAMTWI.YCOWJMNAM MARFA(ASDEFIEDSY THHF CTrYL TOE MAY P &LAW NULTPLE AIOMIZAT"4&FOR SEEDHIGADWACHW`+. 1L ANY DISTURBED AREA OR STOCXFVIE MCI AT FINAL GRADE THAT IS TO BE LEFT EXPOSED FOR MORE nOA THEITY poi DAYS AND IS Hot SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE TEMPORARILY SEEDED WTTXN SFVEMT) OAv9 OF PLA.CFEifll OR f4TURRANCE N ACCORDANCE N ACCORDAN;E WITH TIF CRY OF VWEAT FMC.E TEMPORARY SEEONG STA DARDS. F THE SEASON OR St0C4 %F MATEWM PRO mm TFAIPORARY SEEDING. THE CESTLMUED AREAS SHALL RE STAB LUED NN CRY OF WHEAT A" SFECMD AND EROSION CONTROL REOLOXWNTS $7. STOCKPILES OF ANY WTFF H L SHALI. RF. I,OCATFn FU LV VAATHN TNF I MTS OF CONSTRUCTION ANh NO LESS TINT 10(HFEET FR(1M THE aANRB OF THE NEWEST DAApprA WAY. STOGKPLE REAS SHALL SE 9ME0 t0 FULLY CONTAIN THE MATERIAL BASED ON MAAk*AA NLOWABLE STOCRPLE SBF SLOPES Of J pARI2OETAL r IO 1 ,wEatlrxl IxxiSIRb1CTDPL IB, PERANANENT OR TEMPORARY SOL STARRLZATION MEASURES BALL BE AM IFID TO OISTURPFO AREAS V41'"M 30 DAYS AFTER FW AL GRADE S ACHIEVED ON ANY PORTION OF INE SITE. OR TO WS TRBED AREAS THAT ANT NOT Bk Al FINAL GRADE, Wf ARE TO BE LCF T DORAIUM FOR A PiRIOC OF TIME N MORE THAN Io DAYS. 10. ACcwnonn EROSION CONFrR01 MFASLRES MAY BE REOUFFD DURING CONSTRUCTM AND SMALL BE NSIKLED LIAEOIAIELY PER NSTBUCTDNB OF THE GXW PSTIECTOR. GreenbergFarrow 153 Cord.Vi9P RRid, Sults 210 Southborough, MA 01772 t. 508 229 0032 F..H...T..HhP. PwTb.. .�.� wt n«o.�a M1vn Im Rw�va I$$MGMEWI$ICM MCA" DATE OEsurf I 05 15 OEM — — N/18/15 PERMIT SET PROFESSIONAL SEAL LICENSE 1 41391 PROFESSIONAL IR CHARGE JOHN NOURZAD, P.E. PROJECT MANAGER CREGC BURNM QUALM CONTROL GREGG BURNETT NNIIIN BY GIOVANI FODERA PROJECT MAYS WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. EMP%RNU PWNBCT mom ER 20150090.0 $MEET TITLE GENERAL NOTES $MEET NUMBEM C1.0 NOT ISSUED FOR CONSTRUCTION CUT AND CAP WATER UNE WEST 44TH A ti+�E.L I �1 PETROLEUM STORAGE TAN( VENT PPE TO BE RELOCATED. SAW CUT LI(TYP.) FOR PROP. EXTENSION. STANDwOs. (RAVEL FILLED SILT soar (IMP.) (PG'13LIC R. t7. I�'�RIE SIIRFAZ ro BE CLEARED AND REGRADED PER GRADING PIAN (TMP.) REMOVE UTIUIY UNE (TYP.) L — — — — _ -- ----- __ _._ __. _ _____ __ _________- REMOVE CONCRETE SURFACE.(I(P.) — — DEMOLITION AND CONSTRUCTION. I JJ — — — SUEACE SAW CUT LINE (TYP.) APPROXIMATE LIMIT a SAWCUf11NG. I I CHEM AND EXCAVATE ASPHALT MD GRADE PER FUEL DISPENSER UN ITS TO ■ I 'I JI GRADING PUMA 6 GEOTECHNICAL REPORT. REMVN (TYP. OF I) fi CLEAR AND REGRADE'AREA PER GRADING PLAN C".) x J / REMOVE SIGN EXISTING CURB TO RE REMOVED. CONCRETE PAD/ ASPHALT AIN.CONSTRUCTION.OTECT RENNIN. PROTECT — REMOVE CURB U(TYP.) � - DURING U ') LIMY STRUCRRE To EXISTING FENCE TO BE BEHOVED. I I(TmP.) BE PROTECTED TMOU:IDUT CONSTRUCTION. REMOVE CONCRETE ENTRANCE EXISTING UNITY 011E TO BE REMOVED PER AD STREET GUTTER (TYP.) REMOVE TREE I SET FENCE (TYP.) 1 4Y'N .: (TYP. OF 3) ...... .... .... . C_ 'A BUILDING TO BE DEMOLS&MO I \ /— SURFACE TO BE J / CLEARED AD REGRADED REMOVE CURB (TYP.) i UTILITIES AND TRENCH BACKFILLED AND COMPACTED N ACCORDANCE WITH THE SPECIFICATIONS AND GEOTECHNICAL REPORT. / PER GRADING PIAN. (TYP.) NT 1 DEIOUSI SHED/ CONCRETE PAD, CUT AND CAP WATER UNE GENERAL DEMOLITION NOTES: PETROLEUM STORAGE TAN( VENT PPE TO BE RELOCATED. 1. ANY DEYOUTIDN 6 TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE TOWN, COUNIY AND STATE, AND/OR GOVERNING BODYS FOR PROP. EXTENSION. STANDwOs. REMOVE CONCRETE PAVEMENT/ PAD/ CURB (� .[ REMOVE UTIUIY UNE (TYP.) L — — — — — — — — — — — DEMOLITION AND CONSTRUCTION. GEOTECIINCAL REPORT. JJ — — — SUEACE SAW CUT LINE (TYP.) APPROXIMATE LIMIT a SAWCUf11NG. I I CHEM AND EXCAVATE ASPHALT MD GRADE PER DEMOLITION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEMS, METHODS. TECHNIM OR PROCEDURES USED TO COMPLETE THE WORT( N It x� x 'I JI GRADING PUMA 6 GEOTECHNICAL REPORT. C EXISTING UTMY UNE To BE PROTECTED MD ti x EXISTING BUILDING TO BE DEMIOLSHED. GRADE AREA % EXISTING CURB TO RE REMOVED. PER GRADING PLAN 6 GEOTECHNICAL. REPORT. % 6. THE CONTRACTOR SMALL CONTACT RESPECTIVE UTILITY COMPANIES PRIOR TO DEMO TION TO COORDMTE DISCONNECTION AND REMOVAL OF . — . — . — . - EXISTING FENCE TO BE BEHOVED. EXISTING CONCRETE PAD/ ASPHALT TO REMAIN AND 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE INTENDED TO CONTINUE TO PUDE BE PROTECTED TMOU:IDUT CONSTRUCTION. — X x — EXISTING UNITY 011E TO BE REMOVED PER THIS SHALL OCCUR UNTIL AUTHORIZED BY OWNER. SPECI- TR APPLICABLE UTILITY COMPANY. CF I SET FENCE (TYP.) 1 4Y'N .: s:.....' ' ...... .... .... . C_ 'A BUILDING TO BE DEMOLS&MO THE DIRECTION O THE OWNER'S REPRESENTATIVE. SF PROPOSED SILT FENCE REMOVE CURB (TYP.) i UTILITIES AND TRENCH BACKFILLED AND COMPACTED N ACCORDANCE WITH THE SPECIFICATIONS AND GEOTECHNICAL REPORT. 1 NT 1 DEIOUSI SHED/ CONCRETE PAD, x r x E $PECI ICATO& AREAS OF STRICTURE REMOVAL 94OLL BE BACKFILLED N ACCORDANCE WITH SPECWOT06 AND THE GEOTECHNICAL REPORT. 1 1 REMOVE CONCRETE PAD. ROAM UTIITY LINES fEYP. 1 PETROEW TAN( VENT PPE ro DEMOLITION LEGEND: 1 I 1 1 x. Q EMO�.: •= �c PROPOSED CONSTRUCTION _: .�YpDITRAIICE (TYP.) REMOVE 5 ����.s������. CURB ,MRETE f ,A'' { ► �.�.� . .. .. .. .. 15 GAS LINE CUT AND CWAPPMED FOR PROP. EXTENSION. V O A�a . aIJoUQCJUNDERGROUND TEMPORARY CONSTRUCTION ENTRANCE('Oi� GENERAL DEMOLITION NOTES: PETROLEUM STORAGE TAN( VENT PPE TO BE RELOCATED. 1. ANY DEYOUTIDN 6 TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE TOWN, COUNIY AND STATE, AND/OR GOVERNING BODYS STANDwOs. REMOVE CONCRETE PAVEMENT/ PAD/ CURB (� .[ EXISTING TREE TO BE ROMOVED AND CUTLER AND GRADE AREA PER GRADIHM. PUN At TER AM IMA/_ DEMOLITION AND CONSTRUCTION. GEOTECIINCAL REPORT. JJ KI _ APPROXIMATE LIMIT a SAWCUf11NG. I I CHEM AND EXCAVATE ASPHALT MD GRADE PER DEMOLITION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEMS, METHODS. TECHNIM OR PROCEDURES USED TO COMPLETE THE WORT( N 'I JI GRADING PUMA 6 GEOTECHNICAL REPORT. C EXISTING UTMY UNE To BE PROTECTED MD ti MANTANED THROUGHOUT CONSTRUCTION. EXISTING BUILDING TO BE DEMIOLSHED. GRADE AREA % EXISTING CURB TO RE REMOVED. PER GRADING PLAN 6 GEOTECHNICAL. REPORT. % 6. THE CONTRACTOR SMALL CONTACT RESPECTIVE UTILITY COMPANIES PRIOR TO DEMO TION TO COORDMTE DISCONNECTION AND REMOVAL OF . — . — . — . - EXISTING FENCE TO BE BEHOVED. EXISTING CONCRETE PAD/ ASPHALT TO REMAIN AND 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE INTENDED TO CONTINUE TO PUDE BE PROTECTED TMOU:IDUT CONSTRUCTION. — X x — EXISTING UNITY 011E TO BE REMOVED PER THIS SHALL OCCUR UNTIL AUTHORIZED BY OWNER. SPECI- TR APPLICABLE UTILITY COMPANY. CF EXISTINGGR IE AREA/ SHRUBS/ TREES TO BE REMOVED - UNITS CONONS LINENS O CONSTRUCTION PER GP AND (RADE PER CPAOENC PIAN IL GEOTECHNICAL REPORT. NODE TO PROCEED BI THE OYEER. AS SOON AS SUCH NOTICE HAS BEEN OVEN, THE CONTRACTOR SHALL PERFORM THE DEMOLITION. UNDER g THE DIRECTION O THE OWNER'S REPRESENTATIVE. SF PROPOSED SILT FENCE IX SIJNTARY/STORY STRUCTURE TO U O UTILITIES AND TRENCH BACKFILLED AND COMPACTED N ACCORDANCE WITH THE SPECIFICATIONS AND GEOTECHNICAL REPORT. PROTECTED AND YANONED.n. msamwxme.rxt.�u�v,. GAVEL SILT SOCK I TRENCH FOR UTILITY CONNECTION If x II I II (v ' 1 h �I EXISTING LEGEND WATER METER UTILITY POLE FUEL DISPEAASING UNIT SITE Loa POE UNDERGROUND STORADE TAE( SURFACE STRUCTURE slow INLET FUEL MONITORING WELL MONUMENTAL PYLON SIGN TO BE REMOVED WOODEN FENCE CONCRETE CURB AND DRAINAGE GLITTER — - - — PROPERTY UNE a>• HNN F>, N STORY LINE CAS LINE WATER LEE TELEPHONE UNE FIBER OPTICS LINE SWART SEW LAE JVY�O 4 C B� 9� DIVE CACP' moi' Greenberlban 153 Cordavilk Road, Suite 210 So thbwough, NAA 01772 t 508 229 0032 IiWE/REMIEIWI RIEC0116 GTE OESCPIIDN wx/Is am w4y 09/16/15 PONT SET PROPESSIONAL WEAL LICENSE 1 11391 PROFEWWIONAL IN CHANGE JON NOURZAD. P.E. MOJE6T MANAGER GREGG BURNETT QUAL IfY CONTROL GREGG BIRNETT DRAWN WT GMAM41 FOOEWI PROJECT MANE WHEAT RIDGE COLORADO 12300 WEST 44TH AYE. Ems. E PROJECT HUM EN 20150090.0 EIRET TITLE _ DEMOLITION PLAN GRAPHIC SCALE GENERAL DEMOLITION NOTES: 1. ANY DEYOUTIDN 6 TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE TOWN, COUNIY AND STATE, AND/OR GOVERNING BODYS STANDwOs. w( 2. THE DEMOLITION PLAN SHALL BE DONE N CONJUNCTION WITH THE GEOTECHNICAL 9MSRGATION REPORT. C2N0 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR To THE STMT OF DEMOUIION AND MAINTAINED AT ALL TIMES DURING N FEET )N DEMOLITION AND CONSTRUCTION. I. THE PURPOSE OF THIS DRANINO S TO CONVEY THE OVERALL SCOPE OF WORK AND IT 6 NOT NTENOED TO COVER ALL DETAILS OR SPECIFICATIONS REBORED TO COMPLY WITH GENERALLY ACCEPTED DEMOLITION PRACTICES. CONTRACTOR SHALL THOROUGHLY FAMLJAWff HIMSELF _ y,A WITH THE SITE. SCOPE OF WORK, AND ALL DUSfNG CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND COMMENCING THE WORK. 111E DEMOLITION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEMS, METHODS. TECHNIM OR PROCEDURES USED TO COMPLETE THE WORT( N ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND 6 UABLE FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES DURING THE 0_ COURSE OF THE PROJECT. 5. THE DEMOLITION PUTS 6 INTENDED TO SNOW REMOVAL OF KNOWN SITE FEATURES AND UNITIES AS SFIOWN ON THE SURVEY. THERE WAY BE OTHER SITE FEATURES. UTILITIES. SMUCIURES. AND MISCELLANEOUS ITEMS BOTH BURIED AND ABOVE GROUND THAT ARE WITHIN THE LIMITS OF - WORK THAT MAY NEED TO BE REMOVED FOR THE PROPOSED PROJECT THAT ARE NOT SHOWN HEREON. THE CONTRACTOR 6 RESPONSIBLE FOR THE REMOVAL OF SUCH ITEMS AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR SMALL CONTACT RESPECTIVE UTILITY COMPANIES PRIOR TO DEMO TION TO COORDMTE DISCONNECTION AND REMOVAL OF IX6TNG UTILITIES WITHIN THE AREA OF WORN. -. 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE INTENDED TO CONTINUE TO PUDE SERVICE WHETHER THESE UTILITIES ME SHOWN ON THE PUN O2 NOT. 8. UPON DISCOVERY OF ANT UNDERGROUND TANKS. THE CONTRACTOR SHALL WYEUINELY NOTIFY THE OWNER'S REPRESENTATIVE. NO REMOVAL O THIS SHALL OCCUR UNTIL AUTHORIZED BY OWNER. � + 9. BUILDING AND APPURTENANCES DESIGNATED FOR DEYIXRON SMALL NOT BE DISTURBED BY THE CONTRACTOR UNTIL HE HAS FUMESIED WITH E U� ti NODE TO PROCEED BI THE OYEER. AS SOON AS SUCH NOTICE HAS BEEN OVEN, THE CONTRACTOR SHALL PERFORM THE DEMOLITION. UNDER g THE DIRECTION O THE OWNER'S REPRESENTATIVE. } 10. ALL EXISTING UNITIES WITHIN THE EXISTING BUILDING ARE TO BE REMOVED. WHERE CONFLICTS OCCUR WITH GRADE. BE". PIES. PROPOSED � I UTILITIES AND TRENCH BACKFILLED AND COMPACTED N ACCORDANCE WITH THE SPECIFICATIONS AND GEOTECHNICAL REPORT. I1. FORMTIONS. FLOORS, FLOOR SLAAND BS. AANY OTHER UDERCROUND BUILDING STRUCTURES SHALL BE REMOVED N ACCORDANCE WITH THE H $PECI ICATO& AREAS OF STRICTURE REMOVAL 94OLL BE BACKFILLED N ACCORDANCE WITH SPECWOT06 AND THE GEOTECHNICAL REPORT. 12. DEBRIS SHALL NOT U BURIED ON THE SUBJECT SITE ALL UNSUITABLE ITERAL AND DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED O N ACCORDANCE WITH ALL TOWN. STATE. AND FEDERAL LAWS AND ORDFANCES. 1 � 13. ALL MATERIAL, EXCEPT TINT BELONGING TO A PUBIC UTILITY COMPANY OR DENOTED FOR SALVAGE, SNALL BECOME PROPERTY O THE F..,y .e+r CONTACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNER OF WATER, ELECTRIC. OR GAS METERS WHEN THE METERS ARE READY FOR REMOVAL, AND THE COMPACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AL UTILITIES N COMPLIANCE WITH LOCAL REOAREXNTS. DISCONNECT TRANSFORMERS AS REOUIRED FOR BUILDING DEMOLITION. 14. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED. THE FINAL GRADE O' BACKFILL N DEMOLITION REAS SINAL BE COMPACTED PER THE 477n9 .�N I GEGECINMN REPORT TO PRESENT A NEAT, WELL DRAPED APPEARANCE, NO To PREVENT WATER FROM DRAINING UNNECESSARILY OHIO yA ' I ADJACENT PROPERTIES CONTRACTOR 51LAL CRAPE 511E TO EXISTING STORM SEWERAGE SYSTEM TO ROM ON SITE. 15. EXISTING TREES TO REMAIN SHOULD BE PROTECTED FROM DAMAGE DURING DEMOLITION. RELOCATION AND CONSTRUCTION. 16. THE CONTRACTOR SNAIL COORDINATE WORK To ENSURE ACCESS TO ADJACENT PROPERTIES AT ALL TEES. 17. THE USE OF EXPLOSIVES SHALL NOT BE PERMITTED. I I TRENCH FOR UTILITY CONNECTION If x II I II (v ' 1 h �I EXISTING LEGEND WATER METER UTILITY POLE FUEL DISPEAASING UNIT SITE Loa POE UNDERGROUND STORADE TAE( SURFACE STRUCTURE slow INLET FUEL MONITORING WELL MONUMENTAL PYLON SIGN TO BE REMOVED WOODEN FENCE CONCRETE CURB AND DRAINAGE GLITTER — - - — PROPERTY UNE a>• HNN F>, N STORY LINE CAS LINE WATER LEE TELEPHONE UNE FIBER OPTICS LINE SWART SEW LAE JVY�O 4 C B� 9� DIVE CACP' moi' Greenberlban 153 Cordavilk Road, Suite 210 So thbwough, NAA 01772 t 508 229 0032 IiWE/REMIEIWI RIEC0116 GTE OESCPIIDN wx/Is am w4y 09/16/15 PONT SET PROPESSIONAL WEAL LICENSE 1 11391 PROFEWWIONAL IN CHANGE JON NOURZAD. P.E. MOJE6T MANAGER GREGG BURNETT QUAL IfY CONTROL GREGG BIRNETT DRAWN WT GMAM41 FOOEWI PROJECT MANE WHEAT RIDGE COLORADO 12300 WEST 44TH AYE. Ems. E PROJECT HUM EN 20150090.0 EIRET TITLE _ DEMOLITION PLAN GRAPHIC SCALE sxEET rMN HER w( C2N0 N FEET )N 1 inch - 10 TL NOT ISSUED FOR CONSTRUCTION GENERAL SITE NOTES: 1. CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TO STARTING WORK. 1. E THE CONTRACTOR. N THE COURSE OF THE WORK, FNM ANY DISCREPANCIES BETWEEN THE PIANS AND THE PHYSICAL CONDITIONS OF THE LOCAIM. OR ANY ERRORS OR aMSSIOS N THE PLANS OR N THE LAYOUT AS GASH BY THE ENGINEER, IT SHALL BE HES DUTY TO MEDIATELY INFORM THE ENGINEER, N EWRITING. AND THE ENGINEER WILL PROMPTLY VERIFY THE SAW. ANY WORK DONE AFTER SUCH A DISCOVERY. UNTIL AUTHORIZED. WILL BE AT THE CONTRACTOR'S RISK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS. FASEMEMS, AND DIMENSIONS SHOWN HEREON 89ORE SEW" CO STRUCTION. 4. ALL CONSTRUCTION MATERIALS AND WORKMANSMP SWILL BE N ACCORDANCE TO THE STATE AND LOCAL GOVERNMENT AC04CY LATEST COf31RUCTION SPECIE ATKMS AND DETAILS. 5. ALL HANDCAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL. STATE AND LOCA CODE, 6. NOTIFY THE CITY INSPECTOR FORA' EIGHT (48) HOURS BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. 7. THE CONTRACTOR SHAWL CAREFULLY PRESERVE 8ENCMARS, REFERENCE POINTS, ND STIES. 8. ARCNDEC UlK PLATS ARE TO BE USED FOR BUILDING STAKE OUT. 9. ALL OUX06 ARE FROM FACE OF BUILDING OrFRNNG. CURB, AND WNL UNLESS OTHERWISE SPECFIED ON PLANS. 10. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM RAMP, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 11. CONTRACTOR IS RESPONSIBLE FOR DVAACE TO ANY EIIISTNG ITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS M TO CONSTRUCTION OPERATION. 12. ALL STREET SURFACES, DRIVEWAYS. CULVERTS, CURB AND GUTTERS. ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED N ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECFICATKNS. 13. ALL ROAD WORK SHALL BE PERFORMED N ACCOR WA WITH THE STATE AND LOCAL GOVERNMENT AGENCY SPECIFICATIONS. 14. STADARD/HFAW DUTY PAVEMENT AND CONCRETE SECIIDNS SINAL FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, EXISTING LEGEND: REFERENCE PIANS: THE PROPOSED SURVEY PLANS WERE PREPARED BY CLARK SURVEYING M MAPPINGOD., PROJECT No. 15274. DATED 05/01/15. I PROP. CURB B HATCH I WITH EX. CURB I WEST 4 4 TNI A VEAf ITE PROP. LANDSCAPE (TYP (PUBLIC L.O. W. VARIFsq .) PROP. DETACHED CONC. SIDEWALK - _--------- _..- EX. NEL DISPENSER TO REMAIN (TMP.) OI. PAVEMENT - 1.I 0( CANOPY TO REMAIN TO RD" (TV JlllC I �EX. COG. PADJ TO REMAIN (TYP.) _I PROP. ASPKgT� /-PAVEMENT (IMP.) 20 0 M PROP' 'D I •-� 3s 1Yv.��III I CONC. PROP. REN. PARKING SPOT )PAVEMN ip •�'?rte_-- - - -- ---- ----- - - .. 11 PROP. ADA RAMP PROP. ARCHITECTURAL-/ 11 (TYP.) I 73 COWMIN (TYP.) 1 11 11 i PROPOSED BUILDING 4,000 SF F.F.E.=5430.70 RUSH CONDITION (TMP.) ol PROP. LANDSCAPE (TYP.) PROP. MONUAENTAL^04 SIGN Ex. PAVEMENT� TO REMAIN (TYP.� PROP. ASPHALT PAVEYENf (TMP.) I PRO'. STORY PROP. UNDERMOIINO MINS/ WK. PAD TO REMAIN • • . �" PROP. RELOCATEDNTSTORAGE- TANK P E dl TNANK/K VENT PIPE • PROP. PARKING STRIPING; (TMP.) 4 18 22' I a__ • © u PROP. CONC. SIDEWALK (TTP.) CONC. PROP. ROW. CONC. J PAVEMENT (IYP.) PROP. ENTRANCE/ EXIT 1 /PROP. ASPHALT) 7 / PAVElAm (IIP.) PROJECT INFORMATION: THE PROPOSED PRO•ECT WILL INCLUDE THE CONSTRUCTION OF A PROPOSED 4.000 SF GAS WATER METER OF WHEAT RIDGE ZONING ORDNANCE. UTILITY POE PREMISE AREA. FUEL DISPENSING ARG ZONED SITE LIGHT POLE TOTAL SOUARE FOOTAGE OF BUILDING: UNDERGROUND STORAGE TAI( SURFACE STRUCTURE PROPOSED USE OF PROPERTY: STORM INLET - FUEL MONITORING WELL GAS STATION W/ COMMENCE STORE IS NOT A PERMITTED USE AND REOLVIES A SPECK USE PERMIT WOODEN FENCE REQUIRED CONCRETE CURB AND DRAINAGE GUTTER NN//AA 22 SF PROPERTY LINE BOX 18.1% (4000 SF) BUILDING SETBACK LIN CONCRETE PAVEMENT TO REMAIN 50 FT. 81.9 FT. HEAVY DUTY ASPHALT PAVEMENT TO RD" REFERENCE PIANS: THE PROPOSED SURVEY PLANS WERE PREPARED BY CLARK SURVEYING M MAPPINGOD., PROJECT No. 15274. DATED 05/01/15. I PROP. CURB B HATCH I WITH EX. CURB I WEST 4 4 TNI A VEAf ITE PROP. LANDSCAPE (TYP (PUBLIC L.O. W. VARIFsq .) PROP. DETACHED CONC. SIDEWALK - _--------- _..- EX. NEL DISPENSER TO REMAIN (TMP.) OI. PAVEMENT - 1.I 0( CANOPY TO REMAIN TO RD" (TV JlllC I �EX. COG. PADJ TO REMAIN (TYP.) _I PROP. ASPKgT� /-PAVEMENT (IMP.) 20 0 M PROP' 'D I •-� 3s 1Yv.��III I CONC. PROP. REN. PARKING SPOT )PAVEMN ip •�'?rte_-- - - -- ---- ----- - - .. 11 PROP. ADA RAMP PROP. ARCHITECTURAL-/ 11 (TYP.) I 73 COWMIN (TYP.) 1 11 11 i PROPOSED BUILDING 4,000 SF F.F.E.=5430.70 RUSH CONDITION (TMP.) ol PROP. LANDSCAPE (TYP.) PROP. MONUAENTAL^04 SIGN Ex. PAVEMENT� TO REMAIN (TYP.� PROP. ASPHALT PAVEYENf (TMP.) I PRO'. STORY PROP. UNDERMOIINO MINS/ WK. PAD TO REMAIN • • . �" PROP. RELOCATEDNTSTORAGE- TANK P E dl TNANK/K VENT PIPE • PROP. PARKING STRIPING; (TMP.) 4 18 22' I a__ • © u PROP. CONC. SIDEWALK (TTP.) CONC. PROP. ROW. CONC. J PAVEMENT (IYP.) PROP. ENTRANCE/ EXIT 1 /PROP. ASPHALT) 7 / PAVElAm (IIP.) PROJECT INFORMATION: THE PROPOSED PRO•ECT WILL INCLUDE THE CONSTRUCTION OF A PROPOSED 4.000 SF GAS STATIN/OW40NENCE STORE BUILDING. THESE PVNS ARE PREPARED N ACCORDANCE WITH THE CRY OF WHEAT RIDGE ZONING ORDNANCE. PREMISE AREA. 22.069 S.F. (0.507 ACRES) ZONED C-1 COLMERCK-ONE DISTRICT TOTAL SOUARE FOOTAGE OF BUILDING: 4,000 SF GFA PROPOSED USE OF PROPERTY: CLS STATION W/ CONVENIENCE STORE PERMITTED USE: GAS STATION W/ COMMENCE STORE IS NOT A PERMITTED USE AND REOLVIES A SPECK USE PERMIT ZONING ITEMS: REQUIRED EX. SIDEWALK (TYP.) MLOT AREA N. NN//AA 22 SF MAX. LOT COVERAGE: BOX 18.1% (4000 SF) BUILDING SETBACKS: FRONT YARD 50 FT. 81.9 FT. SIDE YARD (WOW) 5 FT. 10.3 FT. SIDE YARD (STREET) 30 FT. 56.5 FT. 1 PROPOSED CONCRETE PAVEMENT/ CUTTER PROPOSED CONCRETE PAVEMENT AT TRASH ENCLOSURE AREA -' ------ T --------• PROP. DIIMMPSiER ENCLOSUREARG 1 I1 D PROPOSED LANDSCAPE AREA PROP. WOODEN FENCE " x x x PROPOSED CONCRETE SIDEWALK (SEE DEVILS) x x - x - x ` -+46' N -40•-7- i- Mr7r' 1.- Err Y r7 -r TBW �: TL•" � i TLP" ZTJP' �� f PROPOSED ASPHALT PAVEMENT (SEE DETAILS) LANDSCAPE BUFFER x PROP. SUBSURFACEx INFILTRATION AREA HEAVY DUTY ASPHALT PAVEMENT. PROPOSED DETECTABLE WANKING 1 ��y ® PROPOSED SURFACE STRIPING CT"40 NEAR DUTY ASPHALT PAVEMENT WITHIN R.O.W. (SEE DETAILS) \e47 GRAPHIC SCALE ■ 'Po ONE CA.�A' ( N T%CN > I loch - 10 It. ■ omlbqwm 153 Cord■VNe Roed, SuBe 210 SoullAwou0h, MA 01772 F. 508 229 0032 IMWREVNNM SECOND 011E DESCIOGM 05m/15 MLI RLV[M 09/18/15 PfltYT SET PROPEBBOMAL DEAL LICENSE 141391 PWNWMOLL M P.MMOOf JON MOMMI P.E. PROJECT MARION GECG BUOETT OBAUFT CONTROL GREGG BURNETT MOMOFM BT GOWNS! FOOFRA PROJECT RAMC WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. OBJECT NMBN '0150090.0 RITE PLAN MEET NUMBER C3.0 )T ISSUED FOR CONSTRUCTION FUTURE RIGHT-OF-WAY TO DE REAR YARD ID FT. 10.0 FT. DEDICATED BY SEPARATED P -K . DOCUMENTS. UMENT MO. BURDNG HEIGHT: 50 FT. TDD IMPERVIOUS AREA, N/A 11,631 S.F. MIN. LANDSCAPED AREA 20.0% (4,413 SF) 4.420 SF (20.0X) 00ST1NG ATF: - TOTAL IMPERVIOUS = 17,645 S.F. • : II TOTAL PERVIOUS . 4,424 S.F. 1 PROPOSED SITE - OVERALL DSIURBUNCE AREA . 24,811 S.F. (•0.570 ACRE) ON-SITE DSTIURW4CE AREA 13,810 S.F. ('0.317 ACRE) OFF -SDE DISTLIMPNCE AREA 1,762 SF. (-0.040 ACRE) 1 ty OPEN SPACE: V TOTAL OPEN SPACE: 5,279 SF LANDSCAPED OPEN SPACE: 4.433 SF I HARDSCAPED OPEN SPACE: 846 SF r/ IPARKING USEABLE OPEN SPACE: 816 SF REOIAREMINIS: (� GAS STATION (2.995 S.F.) - TWO (2) SPACES PER PULP PLUS ONE (1) SPACE PER EMPLOYEE I UOIIOR STORE (1.005 SF.) - ONE (1) SPACE PER 200 S.F. GFA REQUIRED ' - (2 $P x 4 PUMPS) . (1 SP % I ELN.) . (Laos/zoo S.F.) . 14.025 (Is) SPACES S• PROVIDED - STANDARD 14 L6 ACCESSIBLE BIKE NONE ',"J "••y • A MODERATE REDEVELOPMENT IS THAT: 1. DISTURBS THE EXISTING WPERVDUS AREA OF THE SITE BY MORE THAN 3,000 BUT LESS - Q THAN 10.000 SQUARE FEET. OR... 2. INCREASES THE AMOUNT OF IMPERVIOUS AREA of THE SITE BY MORE THAN 3,000 LAIR LESS THAN 10.000 SQUARE FEET, ANO... `..� I 3. THE OVERALL AREA O LAND DSNRBANCE S LESS THAN ONE ACRE MAZE. �? PROPOSED LEGEND: 1 7 IT ADA RAMP W/DETECTABIF WARNINGS -a- ADA PARKING SIGN OHAIWGE STRUCTURES - - (SEE GRADFG/DRANAOE PVNS) I ' MATCH Ex. O MONUMENTAL PYLON AGN __ FLUSH CONDITION 1 _ - LIMITS OF CONSTRUCTION _ CONCRETE CURB _ _ _ _ _ • i Cm TRANSITION x PROPOSED WOODEN FENCE 1 PROPOSED CONCRETE PAVEMENT/ CUTTER PROPOSED CONCRETE PAVEMENT AT TRASH ENCLOSURE AREA -' ------ T --------• PROP. DIIMMPSiER ENCLOSUREARG 1 I1 D PROPOSED LANDSCAPE AREA PROP. WOODEN FENCE " x x x PROPOSED CONCRETE SIDEWALK (SEE DEVILS) x x - x - x ` -+46' N -40•-7- i- Mr7r' 1.- Err Y r7 -r TBW �: TL•" � i TLP" ZTJP' �� f PROPOSED ASPHALT PAVEMENT (SEE DETAILS) LANDSCAPE BUFFER x PROP. SUBSURFACEx INFILTRATION AREA HEAVY DUTY ASPHALT PAVEMENT. PROPOSED DETECTABLE WANKING 1 ��y ® PROPOSED SURFACE STRIPING CT"40 NEAR DUTY ASPHALT PAVEMENT WITHIN R.O.W. (SEE DETAILS) \e47 GRAPHIC SCALE ■ 'Po ONE CA.�A' ( N T%CN > I loch - 10 It. ■ omlbqwm 153 Cord■VNe Roed, SuBe 210 SoullAwou0h, MA 01772 F. 508 229 0032 IMWREVNNM SECOND 011E DESCIOGM 05m/15 MLI RLV[M 09/18/15 PfltYT SET PROPEBBOMAL DEAL LICENSE 141391 PWNWMOLL M P.MMOOf JON MOMMI P.E. PROJECT MARION GECG BUOETT OBAUFT CONTROL GREGG BURNETT MOMOFM BT GOWNS! FOOFRA PROJECT RAMC WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. OBJECT NMBN '0150090.0 RITE PLAN MEET NUMBER C3.0 )T ISSUED FOR CONSTRUCTION 6 FT L470SCAPE BUFFER ZONE •11 . I I, ----y_--..., SUBANFACE INFILTRATION UNIT _ RELOCATED UNDERGROUND PETROLEUM STORAGE TAM( VENT PIPE. *o PROPOSED WIL ARD PROPOSED PARKING SPACES • : II Q UL -E7 W SITE LGHNG 1 PROPOSED CONCRETE PAVEMENT/ CUTTER PROPOSED CONCRETE PAVEMENT AT TRASH ENCLOSURE AREA -' ------ T --------• PROP. DIIMMPSiER ENCLOSUREARG 1 I1 D PROPOSED LANDSCAPE AREA PROP. WOODEN FENCE " x x x PROPOSED CONCRETE SIDEWALK (SEE DEVILS) x x - x - x ` -+46' N -40•-7- i- Mr7r' 1.- Err Y r7 -r TBW �: TL•" � i TLP" ZTJP' �� f PROPOSED ASPHALT PAVEMENT (SEE DETAILS) LANDSCAPE BUFFER x PROP. SUBSURFACEx INFILTRATION AREA HEAVY DUTY ASPHALT PAVEMENT. PROPOSED DETECTABLE WANKING 1 ��y ® PROPOSED SURFACE STRIPING CT"40 NEAR DUTY ASPHALT PAVEMENT WITHIN R.O.W. (SEE DETAILS) \e47 GRAPHIC SCALE ■ 'Po ONE CA.�A' ( N T%CN > I loch - 10 It. ■ omlbqwm 153 Cord■VNe Roed, SuBe 210 SoullAwou0h, MA 01772 F. 508 229 0032 IMWREVNNM SECOND 011E DESCIOGM 05m/15 MLI RLV[M 09/18/15 PfltYT SET PROPEBBOMAL DEAL LICENSE 141391 PWNWMOLL M P.MMOOf JON MOMMI P.E. PROJECT MARION GECG BUOETT OBAUFT CONTROL GREGG BURNETT MOMOFM BT GOWNS! FOOFRA PROJECT RAMC WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. OBJECT NMBN '0150090.0 RITE PLAN MEET NUMBER C3.0 )T ISSUED FOR CONSTRUCTION GENERAL GRADING NOTES: 1. ALL GRADING AND SITE PREPARATION SHALL COMFORY WITH SPECFCATIONS CONTAINED N THE GEOTECHNICAL REPORT. 2. ALL CONSTRUCTION MATERIALS AID WORKWWSINP SHALL BE N ACCORDANCE TO THE CITY LATEST CONSTRUCTION SPECIFICATIONS AND OVALS, 3. PRIOR TO ANY EXCAVATION OF THE PROTECT SITE, THE CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR SWILL CAREFULLY PRESERVE SENCHMAIIKS, REFERENCE POINTS AND STAKES. s. ALL INDICATED ELEVATIONS ARE FINISHED ELEVATIONS. 6. FIELD VERIFY LOCATIONS, SIZES AND F APPLICABLE INVERTS OF EXISTING UTILITIES FOR PROPOSED CONNECTIONS PRIOR TO CONSTRUCfgN. 7. LOCATE AND PROTECT ALL UTILITIES ASSOCIATED WITH THE PROJECT PRIOR TO CONSTRUCTION, 8. INSTALL SILT CONTROL MEASURES BEFORE BEGNNNC SITE WORK. THESE MFkWNS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 9. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PREVENT STORM WATER FROM RUNNING INTO OR STANDING N EXCAVATED AREAS. 10. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO GRADING. 11. CUT AND FLL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3:1. 12. ALL EXCAVATION SHALL INCLUDE CLEARING. SIRFDRG AND STOCKPRRG TOPSOIL, REMOVING UNSUITABLE MATERIALS, THE CONSTRUCTION OF EMBANKMENTS, CONSTRUCTION RLS. AND THE FINAL SHAPING AND TRLOAM TO THE THE LINES AND GRADES S40WN ON THE PLANS. 13. ALL TREES. BRUSH. AND ORGANIC TOPSOIL AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED. UNLESS OTHERWISE SPECIFIED. AND DISPOSED OF AT AN OFF-SITE LOCATION. WITH THE EXCEPTION THAT ENOUGH TOPSOIL SHALL BE RETAINED FOR RESPRFAD AND GENERAL LANDSCAPING. AREAS MICH ARE TO BE FILLED SHALL BE COMPACTED TO A MAXIMUM DENSITY OF 95% AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST IN THE PAVED AREAS AND 85% IN THE 07HER AREAS. 14. PROVIDE AND INSTALL TOPSOIL N DISTURBED AREAS TO BE GRASSED, 0 INCLUDE PAVEMENT SHOULDERS AND DETENTION AREAS. 15. ALL EARTH"M AND BASE COURSE FOR THE PARKING AREA SHALL BE COMPACTED TO A MIN UM OF 95% STANDARD PROCTOR DRY DENSITY. CERTIFICATION SAD COMPACTION STWL BE SUBMrMD BY THE CONTRACTOR TO THE ENGINEER, OR HIS/HER REPRESENTATIVE, PRIOR TO THE PLACEMENT OF THE BASE COURSE MATERIAL BOTH PROOF ROLLING AND COMPACTION TESTING MUST BE APPROVED AND WITNESSED BY THE ENGINEER OR OWNER REPRESENTATIVE. 16. THE PAVOIE T SUB(RADE AND BASE COURSE MATERIAL SHALL BE INSPECTED AND APPROVED BY THE ENGINEER OR OWNER REPRESENTATIVE PRIOR TO CONSTRUCTING THE BASE AND SURFACE COARSES THEREON. 17. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO ALL INLETS AND CATCH BASINS. AREAS OF SURFACE PONDING SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL EXPENSE 0 THE OWNER. 18. F AREAS ARE DISTURBED BEYOND PROPOSED GRADES BY NEGLIGENCE OF THE CONTRACTOR. THE CONTRACTOR SFWl BE HELD RESPONSIBLE FOR ANY REGRADING OR REPAIR TO MATCH ORIGINAL EXISTING CONDITIONS. 19. SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK AND FOR THE SASA� PERSONNEL. SHORING SHALL BE N ACCORDANCE WITH AL O S.HA AND LOCAL TXM 20. STRUCTURES FOR STORM SEWERS SHALL BE N ACCORDANCE WITH THESE IMPROVEMENT PUNS AND THE APPLICABLE STANDARD SPECIFICATIONS. WHERE GRANULAR TRENCH BACKFILL S REWIRED AROUND THESE STRUCTURES, THE COST SHALL BE CONSIDERED AS WWffAL AND SHALL BE INCLUDED N THE CONTRACT IID PRICE FOR THE STRICTURE. 21. CONFIRM INVERTS OF ALL DUSTING STORM AND SANITARY SEWER STRUCTURES BEFORE COMLCNC14G CONSTRUCTION. 22. A CEOTEXTILE MATTING (LANDLOCK TRY 450 OR EOUNALENR) SHALL BE USED FOR EROSION CONTROL AN ALL SLOPES GREATER DARN 3H,V. 23. Al WEWAXS SHALL HAVE A 2% CROSS SLOPE MAXIMUM. 24. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. FLOOD NOTE: By GRAPMCAL PLOTTING ONLY, THE PROPERTY IS SHOW NOT TO BE LOCATED IN MTNIN THE UM17S OF FLOOD HAZARD ZONE X (AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOOOPLAIN) PER THE FEMA FLOW INSURANCE RATE MAPS N0.0850730087G DATED OCTOBER 2. 2013. E� .....� r !• .. Mr r ........'.... .. .. .E .... .. R� E� .. .. NS ...E . m +RATE M RE a" ■ 1 TC -1542..95 lr'lJF.,JjT 44TII AVENUE i -" (IIUBIJC R. 0. W. VARIES) T�=*=� = - - - - - - TC -1542e26 i i ILC=25128.70 429 TC=5{28.45 TC =5128.20 / TC`5429.5606 ��L9.l4V % i MATCH IX5426.. CURB 0-5429.12 J ILC=5429,15 BC.5428.62 i I A 0.5129.70 I tl _I I 8C-5128.80 Mw1CPROP. TAV ASPHALT PAVEMENT. I PROP. STORM DOGHOUSE ?j EX. I - MANHOLE _- ' -- H1i PROP. STORY UNE (1YP.) Oil' TC PROP. ORM INLET -1 BC=5429.65 ` N, ETON PROP. GRADE TO • EOL CONC. PAD (TYPJ ' 0ryyy r� Mw` I( 154 ( �H I _ ■■■ `� . ... _..... _..... 0=5129.03 0=5428.50 y I I BC=5428.51 88C=3128.00 II �r I n BC -5430.0 0-5430.55 ( jjS`�j TC:5170.65 BC -5430.05 I BC:5470.15 - (^'41 54 s, II \ FTC 5429 FF-5430.70\D.�. BC=5428.55 I i SC=5130.25 ' FF -5430.70 TC 5430 BC -5110.25 511015 TC 5M.55 .. • J•IL25 I) BC -5130.,5 t ____ ____ - �� 5 ox II M PROPOSED BUILDING I II 4,000 SF Tc=s12e.4D I F.F.E.=5430.70 2 STORNFECH SC -310 a<=St27.90 I L •-.c,_7: 1 Ek*KDOEOIN 1rx5' rc=S{z9.7o I rC=!s STONE TRENCH BC -5429.20 I BOTTOM OF STONE - TC-5428.25FIV.-5426.15 BC -5127.75 TC -5130.65 BC =5470.15 6'10.5429.5 BC•54 8.75 I I 0 FG 42 7 ux �6' IN- 28, PROP. STORM PROP. ROOF DRIII i CLEANOLB (TIP.) CONNECTION (IVP-) 6' NV -5424.75 `, TC=5429.45 I TC -i542; Qt --6430 BC=5428.95 - --� -- r -5:29 6•- - - - - - AT u -+--w- i- rEr -L- WE -' W Y 7---= dr SLOPED GRASS AREA TO BE INSTALLED WITH GEOGRID EX STORY INLET TO REMAIN PR NV. (N) = 5424.25 EX. W. (OUT) - 5323.75 PROPOSED G&D LEGEND: ____________ ESTIMATED RIDGE LINE - PROPOSED STORY SEWER LRF `\ \- SPOT ELEVATION -5430 PROPOSED CONTOUR TC=5130.00 PROP. SIDE%4X/ClJRB/PAVEMENT BC -5429.50 ELEVATIONS 2.6% PROPOSED SURFACE GRADE ITADA RAMP W/DETECTABLE WARNINGS ADA PARKING SIGN DRAWIGE STRUCTURES • •_ (SEE GRACING/DPoWUG'E PLANS) ® GAS METER O WCARY / STORY SEWER CIEADUT ►-4 o PROPOSED BOUND CONCRETE CURB CURB TRANSITION A- - AM A- LIMITS OF CONSTRUCTION --------_ RUSH CONDITION o MONUMENTAL PYLON SIGN SUBSURFACE ONTO TRATION UNIT EXISTING G&D LEGEND: EXISTING SURFACE GRADE -----5430--- EXISTING CONTOUR IL EXISTING SPOT GRADE TO REMAIN TC=35429.10 PROPOSED TOP OF CURB EXISTING SPOT GRADE FUEL MONITORING WELL WATER METER UTILITY POLE :_.. NEL DISPENSING UNIT SITE LIGHT POE ... UNDERGROUND STORAGE TANK SURFACE STRUCTURE STORY INLET • WOODEN FENCE - CONCRETE CURB AND DRAINAGE GUTTER - - PROPERTY LRE STORM LINE GRAPHIC SCALE I ,Neb - 10 1L Gimmolm 153 CorAEvN Rand, Suite 210 SoWlboroug,, MA 01772 t SOS 229 0032 1mfntEYNEION RECBRB DOE omowMN 15 DDR IDE. 09/18/15 PERMIT SET PROFESSIONAL SM LICENSE j 41391 WRW[OMONRL IN CNARQ JON NIXNilIO, PL PRGJECT MEBB"a GREGG ROOM OONLLMT CONTROL -- GREGG BLOOM WMWM OT GAMIN FDL PROJECT NAME WHEAT RIDGE COLORADO 123M WEST "TB AVE. EAsporm MOJECT NUMBER 20150090.0 SHEET TME GRADING & DRAINAGE PLAN SHEET NUMBER C4.0 NOT ISSUED FOR CONSTRUCTION :7LNr-N/AL U I ELI I T NU I tJ: I. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UIILRIES PRIOR TO , PROPOSED UTILITY LEGEND: +s3caa.r+�r:o.a- sYr.s+o CONSTRUCTION AND ENSURE NO CONFLICTS EXIST WITH PROPOSED MPROVEMENTS. O Soulftwough, MA 0177'72 NOTIFY ENGINEER IMMEDIATELY IF UTILITIES WITH ARE LOG1SP DIFFERENTLY THAN SHOWN. VENTRELOCATEDPE UNDERGROUND PETROLEUM STORAGE iNNx k 5062290032 THE CONTRACTOR $Full COORDINATE WITH EACH RESPECTIVE THINE GUIJTY COMPANY N VENT PIPE. ORDER TO RELOCATE IF NEEDED IN CONFORMAGE WITH THEIR GUIDELINES. ADA RAMP W/DETECTABLE WARNINGS 2. CONTRACTOR SHALL REMONOTIFVAL AND COORDINATE WITH THE APPROPRIATE UTILITY I m ANN � Br E WWI !i NEE MW m M NEW W R NEW NE M M I� m MGM N� m � r r m Bt � NAIL •• L_, 'p n a°o^'r or is voo.e COLI%tI1' PRIOR 70 THE REMWAC OF INDICATED UTILITIES ON SITE (SEC DEMOLITION WNL WNL r N_ A r ' AI6 (®) (0 DRAINAGE STRUCTURES PIAN). CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS REOUNID FOR DEMOUT10N AND HAUL OFF FROM THE APPROPRIATE AUTHORITIES. --• (SEE GRADE /ORANACE ) 3. AUFMWZATION MUST BE OBTAINED FROM THE GOVERNING AUTHORITY 70 •.,�� ...___._ 'N'%J '.. •: ':::ti ... :Ti ....._.. ;�.;% _ _ ..___.._ <. .. _ •:,>.. ' ® CAS PETER PLANS) ..m.: oM:..:e� a n. •. M' MMKMKVNMN Macon CONSTRUCT, ALTER OR MODIFY A WATER OR SEWER UNE. CONSTRUCTION OF WATER e AND SEWER INFRASTRUCTURE WILL BE AUTHORIZED BY THE WATER SYSTEM UPON. E',; o PROPOSED BOLLARD 00E OSIS OEM IiAEW - APPROVAL OF SUBMITTED PLANS. iLu{jT /T/�{'7 "�. ..._ ' a .. O YNRARY / STORM SEVER CLFAROCT 09 - NOTIFICATION PRIOR O ME WATER SYSTEM TI LEAST /8 TrEST 4 4 TH A VE T T.,/ L ! 1 WATER VALVE _116/15 POtl/T SET HOURS PRIOR i0 STARTING CONSTRUCTION. '' r T T!'* D DIT 1. AT THE COMPLETION OF ME WATER AND/OR SEWER CONSTRUCTION AND PRIOR I,t'jr 1,,I R. 0. W. VARIES) 1 FIRE DEPARTMENT CONNECTION (FDC). TO RECORDING THE FINAL PUT, THE CONTFAGTOR WILL FURNISH THE WATER SYSTEM IS _ _ _ INSPECTOR RECORD DRAWINGS OF THE PROJECT. 94 _ _ _ _ _ _ �.�:u�ii. _:a_:ua_._. _ _ _ _ _ _ ■ 4 13-0SfTE LIGHTING a 1 5. BUILDING o MONUMENTAL PYLON SIGN CONTRACTOR SHALL BERESPONSIBLE FOR COORgNAiION WITH THE GAS - _ _ COMPANY FOR IFIL CONSTRUCTION OF THE CAS LINE BETWEEN PETER AND MAIN. 1 c — — - FLUSH CONDITION 1 6.---I BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE _ _ _ _ _ SERVICE O THE TRANSFORMER. PANY FOR THE CONSTRUCTION D< ELECRRMAI CONDUIT i0 FRIVOL r — _ — — _ _ 1\ — // 1 ■ - 1 a. ._____. _ ___, SUBSURFACE INFILTRATION UNIT POWE-` ■ - STORM SEWER LINE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING. PRIOR TOCONSTR1 W DOMESTIC WATER UNE SMRSUCTOR, Al EXISTING LOCATIONS AND INVERT ELEVATIONS OF ON VARY `; 1 IRR — IRRIGATION WATER LINE SEWERS. STORM DRAINAGE. AND WATER MANS. T ANY INVERT ELEVATION VARIES C CAS UNE MORE THAN 0.1 fT. FROM RECORD ELEVATIONS, THE CONTRACTOR SHALL NOTIFY 1 THE ENGINEER IMMEDIATELY. WORK SHALL NOT PROCEED UNTIE THE CONTRACTOR IS 1 — <SAN SANITARY SLIMIER LINE NOTIFIED BY THE ENGINEER. IX. WATER PETER 1 E ELECTRIC LINE 6. CONNECT TO EXISTING UTILITIES AND INSTAL UTIU11E$ IN COMPLIANCE WITH T TEL -PHONE UNE REQUIREMENTS OF APPROPRIATE JURISDICTIONAL AGENCIES. 9. COORDINATE WITH BUILDING PUNS TO ASSURE ACCURACY OF UTILITY CONNECTIONS ■1 AND COMPLIANCE WITH LOCAL CODES. _l _—. - SITE LICHRM C" 1 1 CURB TRANSITION ' I H 11 PROPOSED WOODEN FENCE 10. AL SEWERS SI BE DEBRIS THROUGHOUT STRUCTURESON.. INCLUDING 1 CONCRETE CURB CLEANING OF ANY SILT OR DEBRIS ACCUMUU7E0 IN STRUCTURE$. ■J 1 - p1 ,�:i 11. ALL SURPLUS EXCAVATED MATERIAL FROM THE TRENCH $HALL BE DISPOSED OFF I I �x ; . _ _ . LIMITS OF CONSTRUCTION THE SRE BY CONTRACTOR. � ` ® / r 12. COORDINATE EXACT TRENCHING, ROUTING, AND POINT OF TERMINATION WITH ALL I UTILITY COMPANIES1 I 1 EXISTING UTILITY LEGEND: . 13. SEE GENERA NOTES FOR ADDITIOUL INFORMATION. 'A, / I 1 FUEL MONITORING WELL WATER METIER MORii1DMl PEAL 1 ) 1 UTILITY POLE M EX WATER UNE TO BE CUT AND I I I FUEL DISPENSING UNIT CAPPED FOR PROP. EXTENSION I i SITE LIGHT POLE PROP. WATER SUPPLY UNE. I I MATCH EXISTING WARIER LINE SIZE �/ 1 UNDERGROUND STORAGE TANK SURFACE STRUCTURE I - V ':; STORM NLET LICENSE I 11391 ■ �•/ : 'N WOODEN FENCE PnWESSWUL IN CHARGE 11 3 11JOIN NDURZM. P E RELOCATED VERT PIPE 1 1 I 1 CONCRETE CURB AND DRAINAGE GUTTER �Y CT MANAGER _ .._. BURNETT ..LL LANDSCAPE PLANS TO DETERNNE I 4`� 1 PROPERTY LINE OBAUTT CI 0 ------�----------------- CONTINUED IRRIGATION LINES 1 1 `•' r ❑ ❑ ❑ ❑ 01 I 1 1 I 1 °" STORM UM SHARE HA siuLo w 1 1 GAS LINE COYAlM FOOFAA WATER LINE PROP. IRRIGATION METERI 1 1 MOJEBT NAME PROP. WATER VALVE ANO BACKFLOW PREVENTOR i. I TELEPHONE LK _ ,_„'-.� FIBER OPTICS UNE A 1 PROP. IRRIGA7KN UNE::- . �- SANITARY SEWER UNE (SEE LANDSCAPE PLANS) ■ T � 1 I. 'I R? IRR IRR WHEAT RIDGE COLORADO PROP. SANITARY CLFNKKfF I 1 1 N PROPOSED BUILDING PROP 6'1 SINRNi UNE I 1 1 12300IYEST44THAYE. 4,000 SF PROP. SANITARY ' 1 F.F.E.=5430.70 CONNECTION TO SEWER MAIN SAN > SAN >— SAN >— > SAN CAS UNE 1 1 f i,l,_„ 1 PROP. 1 PROP. GAS METER IX. Gly LINE TO BE UTI I I' AND CAPPED FOR . I - PROP. OEM. ELECTRIC LINES EXTENSION 1 1�: PROP. IOM. TELEPHONE INES G A G G G 1 I i E 1 -------- 1A ------- O SAN > SAN >- SAN > >- SAN >-------'-- O-1 O ' 1 1 1 CI"f�CRE 4C FlI 1 OJECT NUMBER 20150090.0 A' Z^ 1BT""� Y � AWL � M! T�^. _ TLS i ZT1' Y"t� � > �1 9 �' • 1S��PP” 1 �� SHEET TITLE PROP. GREASE INTERCEPTOR PROP. ELBE CONNECTED TO� PROP. STORY ....._.. �9e, RIES 70 BE CONNECTED CLEANOUT (EYP) ONE CPPV' UTILITY PLAN GRAPHIC SCALE SHEET NUMBER M rm m C5.0 I Lneh _ 10 fl NOT ISSUED FOR CONSTRUCTION PHOTOMETRICS PLAN WEST 44TH AVENUE (PUBLIC R.O.W. VARIES) Greenberghrm 1430 W. Peachtree St.. Suite 200 Atlanta, GA 30309 1 404 601 4000 F. 404 601 3960 ISSUE/REVISION RECORD DATE 0E5(R TION 0.6 1.1 1.2 1.8 2.2 +2.3 .2____ 4.4 3. 4 12 + 1.9 1.3 1.1 0.7 +0.5 +0.8 06/28/15 BO SEI 1.7 2.4 43.4 +4.1 +6.3 2.4 8.8 8.9 8.3 47.1 4.2 2.5 2. 1.6 1.7 2.2 +2.5 3.9 +6.0 *12. 15.2 16.4A60 +15.6 19 �A60 1 4j, 4.5 +2.9 .9 3 3. 1.8 1.2 h--lWy8.2 Mx: 18.2�MFE5118.2 �-zUJI lEr�JI 4-T3 1.8 +2.2 11 4.1 +6.7 13.9 17.5 18.5 18.0 17.4 1 .1 9.4 6.1 +4. 3.8 2.6 1. 0 o Canopy height=18.2' 8 + A60+ + A6 + + A61)+++++4.0 6.2 13.7 MH: ]111,2} 18.7Hx: 1)3820 17.8NH: 1� 7 10.5 6.8 4. 9.2 3.0 1. +0.93.5 6.3 12.2 15 6 16.6 16. 1 .7 10.1 6.4 +4. q MH zP. l 1 1. r.6 oEl o+A60+ 4.6 + A60 + A60 +1.12.8 11.2 Mx:14?L 15.2Mx i14z5 14.6+ 11 1 8.7 6.0 4.9 4.0 2. 1.5 PROFESSIONAL SEAL 1.6.0 +6.2 8.0 9.8 X3.7 8.9 8.0 47.2 +5.5 4.7 3.7 3.5 + 3 2.5 .9 8� -15.$?��1�2 16.E1 3.8 2.8 2.4 2.0 1. .0 0 0 3.7.9 N�� KH: 10 T. 1, L - - MR! 1SEC MLI: 12-1-1111----t2 4l. 6 --- 3.8 ♦ 1.9 + 1.5 1.4 0.8 PROFESSIONAL IN CHARGE G= NDA ALVAREZ N8: to PROJECT MANAGER - I(ATHRI E NO(EM 6.6 12.8+ - + QUALM CONTROL ONDFE MAA" b.2 6.0 1.7 1.2 MRAISS Ey EC S KATHERINE NO(EM 10 Mf 10 +% 6.2 + 14.7 14.9 l5.812.1 + 1.9 +1.2 PROJECT NAME EMPIRE--- MPIRE--PROPOSED PROPOSEDBUILDING PETROLEUM 4,000 SF +2.7 C -STORE 6.2 14.2 F.F.E.=5430.70 0 6.0 2.6 +2.7 +2.4 1.6 WHEAT RIDGE '12. xc 10 n 10 COLORADO 5.2 12.0 43.3 2.5 2.5 +2.2 +2.3 12300 WEST 44TH AVE. WHEAT RIDGE, CO 3.2 41.0 47.6 3.9 2.3 .2 ,7 2.2 1 1.6 - - - _ - - B4 -T3 SEC SEC SEC MH: 20 2.0 9.3 8.5 12.5 10- 15.5 I41i: I:H:- 1II - 14.8 14.0 14.2 12.2 8.9 4.8 2.7 1.7 1.9 1.9 1.7 - . MP/RE 1.218. 2.5 4.5 8.2 +9.2 10.2 +9.7 8.8 ♦ + + 8.1 4.6 2.8 + 1.6 + + + + 8350 N. Central Expressway Suite M2185 1.2 1.4 DAIWA. Texas 25206 J HO PHOTOMETRICS PLAN ,► SCALE 1' - IG PRMCT Samoan 201500900 SHEET TITLE PHOTOMETRICS PLAN SHEET RUMMER E1.2 NOT ISSUED FOR CONSTRUCTION I a CPY2SC A -T DIF -A E,ba,nE..eyY- + v} 1 , ,i IY_. CREE* 8" LED Downlight F I1W-27ry _ 0 I OV D.mmvlG Ie Mlr� _ 'ssi •n.�+M'�w~r1.wJ..rn.rY '. - ...Yw:n-�w�...r 3 �` _ _ �.,. ow. uBHn+ Waosula [�•-b NNIN ItMA•II YWOKu�. HI.wL/JIYW>sv,.[m w.u..- + ww• v + wr iBY1M JI)r �r-.1�Yr.n +�� "..a.wr..e.a bN .c....,. J�-., •idb4 w. Nlwy�.+•bi1+r'RM mtlaa Wiasla _t FRIZZ - ... TYPE 'A60' LIGHT FIXTURE CREE* PHOTOMETRIC DATA UteF— - 8" LFSLEDG4 Downlight ..y wo � n ..._ Ex1IEB.EBtEBNBMB ..N : x mea .w >x I 1t � ........... -T r,,,,"s L•:+"Ib.. va4""b1tY4 w7+.Tp re[[dwtu- _.. 4.rY Imo. . 41.1BRA NG�1111811 u EIIM QIe�A Y.NB �1 \i u� m � [� ebf � /ReAEI!RRY'MIIIM \� b 1,10 .. 4N NN W HNOI ,. - r,",/ bt:ur.u_p,r.4leRwTafq nivwvm -; . ............. ues�..-�r•s["� INN W+ML 0rescohte TYPE 'L' LIGHT FIXTURE STR-LWY 3M -HT -02-06 waano.N,[.w. y ALL" twr4b [CIES Edge'" Series w.r�..—d.—.w. YrwFleb"w- - , �.Rlww3MM02-0F EnGa�ipfdv. TYPE 'B4—T3' LIGHT FIXTURE TYPE 'SEC' LIGHT FIXTURE CREE* b�Ner'.rarr,r.Fw CREE GreenbergFarrow 1430 W Peachtree St Suite 200 Atlanta. GA 30309 L 404 601 4000 1 404 601 3980 V:"l.m m0 1i"^M"Ib Mr"n, �1canM M"�� Iri,i vmrrn mM1vn 11.' Rc.—ord ISSUE/REVISION RECORD 08/28/15 RD SET PROFESSIONAL SEAL PROFESSIONAL IM CHARGE GUIDO E10L ALVAREZ PROJECT MANAGER KATHERINE MO(EEVE7 DUALITY CONTROL ONOFRE IRTUCL DRAWN h KATHERINE NOKEEVER PROJECT NAME EMPIRE PETROLEUM C -STORE WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. WHEAT RIDGE, CO EME&W 8350 N. Central Expressway Suite M2185 Dallas, Texas 75206 PROJECT NUMBER 201500900 SHEET TITLE EXTERIOR LIGHT FIXTURE CUT SHEETS SHEET NUMBER E1.2 -CS NOT ISSUED FOR CONSTRUCTION PRUJLC I INFORMATION TOTAL DISTURBED AREA 24,240 SF : 0.56 ACRES DESCRIPTION OF CONSRUCTIOH ACTMTIM • PROJECT CONSTRUCTION WILL CONSIST PRIMARILY OF SITE OR/pIC. PAYING, STUM DRAINAGE WATER SILPPLY, AND SEWAGE COLLECTION TO FACILITATE Al EIF9IO PETROnk 4,000 IF. BUILDING, C(NLSTRLCrION SEQUENCE - I. OBTAIN ALL APPROVALS AND OBER APPLICABLE Pomm 2. FLAG THE .DN LIMITS (1 OO') 3. HOLD PRE-COKtRucn N COFEIFNCE AT LEAST ONE RIX PRIOR TO COMMENCEMENT O COSMXl1011 0 DAY). 4. INSTALL ALL SILT FENOD AND FILTER SOC( As FIRST CONSTRUCTION ACIWTY. (1 00 I INSTALL ALL STORM DRAINAGE SYSTEM NET PROTECTIONS ON COSTING srRIATLRES (1 DAO 6. NSTAL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES (I DAY) 7. CONSTRUCT TEMPORARY RUN -OF OFFRSIONS MORD BU M SITE DOM ALL STOCKPILING (F AIN) 5 LOCATED UPGRADBT O ALL STREETS OR ARES (I DAY) 6.DEMOLISH AND RODE EASING SIRIKRNES, UTILITIES AND PAVEMENT 9. DIG AL AND INSALL UNDERGROUND UTILITIES UIP TO BALDING 10. ROUGH GRADE SITE STUCK PRE MATERIALS. BEGIN INSTALLATION OF PROPOSED ON -SBE SIOITMWATER SYSTEM (WITH MET PROTECTION DEVICES INSTALLED), MAINTAIN EXISTING RUN -OT DN4RSON PARK. (I WEER) 11. FINISH ID GRMOAND COMPACTION OF BUILDING PM (2 DAY) 12. FINISH ROUGH GRADRD PAWED. ACCESS DRIVES, SIDEWALKS ETC. (3 DAYS) PAVE ROADWAYS ND PARKING AREAS NO INSTALL ALL CODING. SIDEWALKS &IP'S DESCRIPTION: • EROSION AND SEDIMENT CONTROLS MUST BE DESIGNED TO RETAIN SEDIMENT ON -5111 TO THE EXTENT PRACTICABLE WITH CONSIDERATION FOR LOCAL TOPOGRAPHY. SOIL TYPO, AND RA ALL CONTROLS MUST ALSO BE DESIGNED AND VIIILM TO REDUCE THE OFTSIIE TRANSPORT O SUVENOO SEDIMENTS NO OBER POLLUANIS F IT IS KEOSSARY To PLM OR CHANNEL STANDING WATER FROM THE SITE. • CONTROL MEASURES MST BE PROPERLY SELECTED. INSTALLED. AND MAINTAINED ACCORDING TO THE MAIMFACIRER'S OR DESIO O S SPECIFICATIONS. F PE1600K INSPECTIONS OR ODER INFORMATION INDICATES A CONTROL HAS BEEN USED INCORRECTLY. OR THAT THE CONTROL S PERFORMING 9ADEOwTELY. THE OPERATOR MUST REPLACE OR MODIFY THE COMIROL AS SOON AS PRACTICABLE AFTER DISCOVERY THAT THE CONTROL HAS HEN USED INCORRECTLY. S PERFORMING INADEQUATELY. OR K DAMAGED. • CONTROLS MUST BE DEVELOPED TO LIME. TO THE EXIONT PRMTFJRLL OTSTE TRANWO T OF LRTFIL OONSTRUC MOI DENK AND CONSTRUCTION MATERIALS. • PRIOR TO GEARING, A SET Ella (TRENCHED 6 LACES DI STN® WIN MAR ENDO) (1 N• X 1 JS• (SOFTWOOD 2X 41 SHALL H ROAM AVIOID THE PERREIER O THE SITE. • DURING IEE CLEARING, GRUBBING AND SITE OARING STAGES, NEAT THAT NE DISTURBED MORE THAN 7 DDS 9MLL H STABILIZED WITH TOE GRASS APPLIED AT MANUFACTURER'S REDOMID"TOK A ROCK ACCESS ROW (THAT S 50 FT LOG WITH A 6 INCH DEPTH O SfOME AND UNTO MTN FILTER FABRIC SHALL H WNSTRUCIED TO MI MZE THE MCI OF TRUCK TRAEM AND SEDIMENTATION TRACKING BOM ON AD OFF OF DE SITE • INTER BE IDML SITE GRAINING WON. ALL PROPOSED NET(S)/OFIFAUS, ONCE INSTALLED. SHALL H PROTECTED FROM 00" AND SEDIENr ROOT BY THE USE O SILT FENCE AND PROPERLY INSTALLED DRAW DAM TEMPORARY i PERMANENT STABILIZATION - TEMPORARY` I ATION- lEMPOAMY SEEDING SHALL BE RYE GRAYS APPLIED AT MN"AC IAERY RECOMMENDATIONS TO ANY D ARSED MEAS "I ARE INACTIVE MORE THAN 14 DAIS • MULCHING NG P ACTICES AID SOD SHALL BE APPLIED TO THE PAIRING LOT ISLAND. • FILTER FABRIC SHALL H PLACED LOW THE ROC( ENTRANCE/ERT. POTENTIAL POLLUTANTS ENURING CONSTRUCTION, • ALL CONSTRUCTION WASTE AND TRASH (PIPER, MSTIC. MOOD. SERA, METALS, RUBBER. ETC.) SMALL H COLLECTED AND STORED IN CORNERS WITH WS OR COVERS THAT CAN H PLACED OVER THE CONTAINER PRIOR TO RAINFALL THE WASTE SNAIL H DISPOSED OF ACCORDING TO STATE AND LOCAL SOD WASTE MANAGEMENT RECAATOM • SIRDAR/ WARE THAT IS GENERATED ON THE SITE SHALL H DISPOSED O IN ACCORDANCE WIN LOCAL AND STATE REGULATIONS. • DUST ON THE SITE SHALL BE CONTROLLED, BY ANY O THE FOLLOWING METHODS, VEGETATIVE GOER MACH (INCLUOD OAVC MANN). WATER SPRINKLING BARRIM TILLAGE.074M AND CALCIUM aNtaTDE APPLEAI) BY MEC4VN'AL S 4MW AS LOOSE DRY GRANAAES AT A RATE THAI DOES NOT CAUSE WATER POLLUTION OR PLANT DAMAGE, APPROVED SPRAY ON ADHESIVES OR ANY OTHER APPROVED METHOD. THE USE O MOTOR OILS AND OTHER TOXIC UOUDS EOR DUST 9LI PRE59O1 OPERATIONS K PROHIBITED. • OFT -SITE VEHICLE TRACING O SFDMBRS SHALL BE WINDED BY PROVIDING A COSTRILCOOH ENTRANCE AS DETAILED DL THE EROSION COMM PVA. NO ACCESS FOR CONSTRUCTION "CARESS OR EGRESS SMALL BE ALLOWED EXCEPT FOR THE CONSTRUCTION ENTRANCE SHOWN ON THE EROSION COMIROL PLAN. • FEaIEUTRS AND PESPIWES WILL BE USED AT A MNMIM AND IN ACCORDANCE VIM THE MAAFACIIRER•S SUGGESTED APPLICATION RATES. • ALL HAZARDDS WASTE (PMTS, ACIDS FOR GEARING MASONRY SURFACES, MEN" SOLVENTS, CONCRETECURING COPONDS. NO ADDITIVES. ETC.) SHILL H DISPOSED O ACCORDING TO LOGY, STATE, AND FEDERAL REGULATIONS. • ALL CONTRACTORS AD SUBCONTRACTORS AFFILIATED WRAF THE CD sIRUOKN PROJECT SHALL BICE BY FEDERAL EPA STATE, AD LOO. REQUIREMENTS FOR ME CONSTRUCTION. WA5TE DEPOSAL. SANITARY SEWER, AND SEPTIC SYSTEM REGULATIONS. EXISTING LEGEND FUEL YOWORING WELL WATER METER UTILITY POLE FLET DISPENSING UNIT SIRE LIGHT POLE UFDE GROUID STORAGE TNM SURFACE STRUCTURE STORM INLET WOODEN FENCE CONCRETE CURB AND DRAINAGE CUTTER PROPERTY UNE NEW MINE NOW AN, STORM LINE - - - - `., 30 - - EXIsTNG CONTOUR IL i i i i i/ i f!• i A r i i i i i i i i i i i i i i i i i i i i i i i i i i i i� Ml♦ i i � i � 1 1 � 1 PERMANENT UAMDSCAFW4C• WEST 44TII AVE TUE, PROP. ROCK FILLED 1 1 (PUBLIC, R.O. W. TvI RIF S) SILT Sm (TYP.) 1 1 PERMANENT LANDSCAPING 1 1 i PERMANENT LANDSCAPING P 1 1 (TYP.) 1 1 I 1 1 I 1 d 1 -PROP. SILT FENDING (TYP.) - 1 PROP. NIST PROTECTION t JD o 51 r--------0---0---0-------0 PERMANENT UID11CAPNG vFrPRrIr, � .rrr� z — �—r -W.— Wrr v �—� —r •7r. Ps — r PROP. ROCK FILED 1 SET SOC( (TYP.) � 1 1 ""kno—ANAl 1 -PROP. CDF6TRIUCIg11 1 ENDWICE 1 11 PROP. ROCK FILED 1 SET SOCK (TYP.) EXIST. INLET PROTECTION (TYP.) GENERAL EROSION CONTROL NOTES I. PRIOR TO COMMENCING LAID DISTURBANCE ACTIVITY THE LUIS OF LAD 06 LOMW Su ALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. 2. WALL SEDIMENTATION AND EROSION CONTROL MEASURES PRIOR TO CLEARING O2WNG AND DEMOLITION WORK. MAINTAIN ALL SM" AND EROSION CONTROL, AND i TREE PROTECTION MEASURES INR PERM4EIR (MOUND COVER K ESTABUSHED. 3. ALL EROSION AND SEDIMENT CONTROL PRACTICES ARE SI BJECT TO FIELD MOOFTCATIM AT THE DIRECTION OF THE CIYS DPW ENGINEERING DOW". 4 PRIOR TO AMY OTHER CONSTRUCTION. A STABERED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH ENTRY TO OR EXIT FROM THE SITE, CONTRACTOR SWILL MAINTAIN CONSTRUCTION ENTRANCE UNTIL SITE PAVING IS COMPLETE. 5. THE CONSTRUCTION ENHANCE SHALL BE MAINTAINED N A CONDITION WINCH WILL PREVENT TRACKING OR FLOW OF MID ORO THE PUBLIC RIOT -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONOFTIONS DEMAND, AND REPAIR AND/OR CLEAN-OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED. WASHED. OR TRACKED BY VEWCLE OFF-SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAINS MUST BE REMOVED. 6. IMMEDIATELY AFTER THE ESTABL19EWNT OF CONSTRUCTION ENrRVICES/EXIS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGES a DEVICES SHALL BE INSTALLED PRIOR TO ANY ODER CONSTRUCTION. 7. EROSION CONTROL DEVICES SMALL BE INSTALLED BEFORE GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PIANS F DRAINAGE PATTERNS DIMING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FON ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUETDN. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION ANLL BE REPORTED TO THE ENGINEER RNEONTELY. 6. ME CONSTRUCTION OF THE SITE WILL FEMTE WITH THE #WAL ATON OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DOM AID EROSION. ALL SEDIMENT CONTROL WILL BE MAINTAINED LINTIL ALL IRSIREiAMI MIND W INN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABKRED WITH PERMANENT VEGETATION AND ALL ROWS/OLIVES HAVE BEEN PAVED. 9. THE CONTRACTOR AWL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHINE IMPROVEMENTS ARE BEND MADE. TRAFFIC CONTROL MEASURES To BE N ACCORDANCE WITH THE STATES WT. 10. ALL SILT BARRIERS MUST BE PLACED AS ACCESS S OBTAINED DIMING CIEA NG. NO WADING SNW,L BE DONE UNTIL SILT BARRIER INSTALLATION AND DETENTION FACILITES, F REOURED, ARE CONSTRUCTED. II CONTRACTOR 9441 PERFORM EROSION CONTROL INSPECTORS REGULARLY AND IMMEDIATELY FOLLOWING HEAVY RAN STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. REPAIR OR REPLACE FAILED SYSTEMS AT THE EARLIEST POSSIBLE DATE. 12. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS IAL BE STABILIZED WITH TEMPORARY SEEDING. 13, ALL DISTURBED AREAS. WITH No SPECIFIED GROUND COVER ARE TO VE RESTORED WITH MINIMUM SIX (6) RICHES OF TOPSOIL AND SEEDED. 14. CONTRACTOR K REWIRED TO Nom THE CITY ONE (1) FULL WVRIONG DAY (MORAY -FRIDAY) PRIOR TO COMMENCEMENT OF CONSTRUCTION. LEGEND: o PROPOSED BOLLARD O SANITARY / STORM SEWER CLEANOUT O RELOCATED UNDERGROUND PETROLEUM STORAGE TAN( VENT PPE. 2.6% PROPOSED SURFACE GRADE ® PROPOSED INLET PROTECTION EXISTING INLET PROTECTION TEMPORARY CONSTRUCTION ENTRANCE ADA RNP W/DEIECTABIE wARM NG5 ADA PARKING SIGH STRICTURES (SEE FAADNG/ORMAGE PLANS) O MONUMENTAL PYLON SKIN -------- FLUSH CONDITION SUBSURFACE WLTRATION UNIT - X PROPOSED WOODEN FENCE LINES OF CONSTRUCTION SF PROPOSED SILT FENCE GRAVEL SRT SOCK 5430 - PROPOSED CONTOUR CONCRETE CURB ORB TRANSITION STORM SEWER PIPE ------------ ESTIMATED RIDGE LRE CRE EQ/� 9? CYE CAVA' GRAPHIC SCALE NIF (O PEST ) GreenbergFarrow 153 Cord_ lle Road, Sude 210 Southborough, MA 01772 t: 508 229 0032 1311111 REVISION RECORD DATE DESCRIPTION 06 /26/15 CBR REVIEW 09/16/15 POW SET PROPESSMOWLL WEAL LICENSE / 41391 PROFESSIONAL IN CHARM JOHN IDURZAD. P.E. PIDJECT MAN M ER GREGG BURNETr QUALITY COMTwOI GREGG BURNETT DAVM BY GAIANNI FODERA PROJECT MAIM[ WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. EMP%RE 20150090 EVENT TILE EROSION AND SEDIMENT CONTROL PLAN EIEeEr NUMBER C6.0 NOT MSUIED FOR CONSTRUCTION Sitr F'erae (SF) 5C-1 sc_5 Rock Sock (RS) GreenbergFarrow BA4M FWAYE ERA7f F7wS1 �rwTGH SOIL EROSION NOTES Sc sCCoD11NEWR AAM 210 GRADE Q UE1D0IUMd1, MA 01m7.111 � t6DE 229 DW2 1. ALL DEVELOPMENT AND OTHER LVD 06TLMWE ACTIVITIES SHALL BE DESIGNED. CONSTRUCTED. SC `. AND COMPLETED N SUCH A MANNER THAT iK EXPOSED AREA OF ANI DISTURBED LAW IS WWKAWYWr WWMWW LWrtED TO THE SORTES7 PRACTICAL PRO OF TIME.on P 111 M A. 1. PR0IDSED EROSOII CONTROL YUSURES SWL % SLOWITED f0 OttOF WHEAT ROC( FOR DETERMINATION THAT SUCH MEASURES COMPLY WITH THE OTYS SOIL EROSION AND SEDMENTATONCONTROL MDUIREMENTSL �`� SAPPROVED SPL EROSION CONTROL MEASURES SALL BE INSTAL ED AND MAINTAINED BETWEEN THE ISSUINREVISIOr RECORD LOW' PORI�'+DISTURBED AREA AND ANY DpiN-CRADEN7 WATEMOURSES (MCIUpNG RNERS, SIRFN6, CREEKS, wr AIN LUIS. PONDS, AND OTHER WATERCOURSES)• WETLANDS. RWA'AYS. AND PROPERTY LINES. DATE IS�ON4. SEDIMENT RESULTING FROM ACCELERATED SOIL EROSION SMALL BE REMOVED FROM RUNOFF WATER W 10 IS POWR SETBEFORE 0 LUES THE SITE OF TIE DEVELOPMENTVATEP 5. 7EYPORAM' AND PERMANENT STIR AEASURES DESIGNED AND CONSTRUCTED FOR INE [OMAYANCE SACT(OF WATER AROUND. DNED TO OR AWAY WATE TIE OMlAP1 DNi OR L,vD LOCITY IGE ACIMIY AMA SILL BE DESTINED i0 lNl 711E WATER FLOW 70 A Npi-CRpSNE VELOCITY6. 1 YPoRARI 5pt MEASIIMS SIWL BE MIgIED :1F1ER KRNINEN7 $pt YEAWKS INK BEEN EI '.• • IMPLEMENTED AND STA9AJIED. ALL DEVELOPMENTS AND LAID DISTURBANCE ACTMIY AREAS SMALL ................._......4 i� (ENGF � tBE S1IRIlJZfD wl7H MRWNENT $(Ml Y[ASUMS2. IF INLAND LASES. PONDS. RNERS. CREEKS. STREAMS. OR OTHER WATERCOURSES AND WETLANDS OL ABSORBENT ARE LOCATED ON OR MAR THC SITE. MEASURES TINT TRAP SEDIMENT SHALL BE PROVIDED. TKVSD DF TEMPORARY XONAABR BASIST H LLiTAORAN GUARD +>.:. ••>.. _. . a= .`-v.A, B. CITY TW:P$, FILTER FABRIC. AND ROLA FILTERS SIWt BE EIOLMO AS MDURED BY THE [EC ENCNEER. OTHER MEASURES MAY BE KOWREO E REASONABLY DETERMINED TO BE YODEL /9119. MANE. B< RFTFi?AAE ..,�.0 ""'^"'r`' +r • NECESWfr BY THE CITY ENGNCER 70 PROTECT A WATERCOURSE OR WEIL ND. PRODUCTS, W. OR COWL. •'•,•c :••'•• »•^` •. .• ', •+ r """ `•`"^ 9. IF 11 6 NOT POSSW TO PERMANENTLY STABILIZE A D6IURKD AREA AFTER AN EARTH CHANGE RAS SON EEROSION CONTROL MEASURES SHALL BE IMPLEMENTED MWM TWO (EEN COMPLETED DR WHERE SIGNIFICANT LAND DISTURBANCE 2)CCALENDAR DAYS, RS_M ROCK •Y a PEW: 10. PERMANENT SOIL MEASURES FOR ALL SLOPES. CHANNELS, DITCHES. OR ANY DISTURBED LVD AREA SILL B CWRETED WITHIN FIFTEEN (15) CALENDAR DAIS MER FINAL GRADING UR THE CATCH BASIN DRAIN GUARD M A — FINAL LVID Or URBAICE ACTM7Y HAS BEEN COMPLETED AL TEMPORARY SOL MEASURES SHAL N,^.r,. mn ..W:.u~,.Fi�'wrir..A Ina A:�N- ,.I rA..rr�.Ia,e H.•.a..sU,: BE MAINTAINED NTS UNTIL PERMANENT SOL MEASURES ARE IMIRFMENTFD AND STABILIZED r r .n .s<. .. �., d 11 VEGETATED FILTER STRIPS, TWENTY -FNA (25) FEET N WDM• PREFERABLY VEGETATED WITH MATNE PUNT SPECIES. SHALL B CREATED OR RETAINED AONG THE EDGES OF AL wLEs. CREEKS. STRUMS, WETLANDS. AND 07HER WATERCOURSES. TM WIDTH OF A PARTICNAR FILTER SIRUP MAY B REDUCED TO THE EXTENT 0 6 DEMONSTRATED TO THE CITY ENGINEER'S SATISFACTION THAT A PORTION OF THE WONT WILL SERVE NO USEFUL FUNCTONL EG_ 70 THE EXTENT ME GRADE 6 9AN THAI WATER ROW WILL BE AWAY FROM iK MIERCOURSE Ax0 TM "I" SIRE DOCS NOi YOM TO e PROTECT WLJAIE HABITAT OR OILER USCF. IDNCTDN 1c r rgeLlnk ('Unlml (V'Tf) SM.1 CorcMW WMuMoM Am (EWA) MM -1 IriA PMNNMIWn (IP) SC -6 ...."\1931 v "• •• w .co PRORESSU)NAIL SEUL CONCRETE WASHOJJT AREA FIAN •.'` .. ,...... E:.,F._R°C11-.SLKS..itiirPlBtSE�..:S.EL.P341C:�S.'N ;��'"� +.,�.. �:. sLr:Eten a r� ^'«' _ .,. •..:. v^a+ .,.....c PSWEESIOM IN COMMODORE ..A s. A.... ,A• �rx. >•H.n,,. _..... JOIN NOLR7AD PE PRWN'T WrAil11 _.J—" T ra...n•..v..n.a,. w.r,,,r .rA ::A��w>s.a ORECO BUfiKfl r+..=..u.> SECTION ♦ w Nr`+'iL'^ii.%r.F�i�.�.rii i�i `..t°ai irk :.'fir - GREOi 9ROCR k7.i._.!..PE.ISE.`I.�l'L7L`w1LiPa1rGLMfi1.fOJJIIS2l ...a.w.-......, ..+...a�...•a, as=.:. :... w.nm" wcs.�.n�"i'",a'"":bi"wxw _.e+.xaw nrr •. MOJECT NAPE EMPIRE �I�(.AI.�W�,r YHA ...>r. A��I;.IN�r�,P.,1 WA.• ,.n�w�r� PETROLEUM WHEAT RIDGE Stockpile 11rrATLemLro1(SP) MM -E SCS IrM Pre1MiWr (IP) COLORADO 12300 WEST 44TH AVE. i ter': Ir: 1 �:_ /__. "�t• `�_, ,.\- ,� ill, c�nr5(C, :P-1 &Df'N MID Ri[K SIYs SUMP ^R 9N GRMr •`� .-�.....,.,_ N,rT PRnT_[TKN: MP%RE SLI. -NON .----- ,.... ......... ..+. ..... ... :�-1_smaF�aL PPorscTH.n :, ;: :;:>� �,.... "�::>,>,..•>•.. BNrer 20150090.0 a•A..Ih •-i;:wi DF TRT TLLPA" EROSION AND "` .u�W �'-y,,•.~^^��^ SEDIMENT CONTROL DETAILS A•N.r an, ERERrWEEER — - - C6.1 NOT ISSUED FOR CONSTRUCTION ACCESSIBLE AISLE ANTED STRIPES 045' (NDE 5 k RANT i0 MED BY MPROVNG STANDARD SYMBOL (TYP.) 3N PAVEMENT rE PAINTED .....,. (IVP.) NQIES: 1. HANDCAF`PED PARKING AREAS SHALL BE CONSTRUCTED PER LOCAL, STATE AND/OR FEDERAL ACCESSIBILITY REOUIREMENTS. 2. MAX►FIM PAVEMENT SLOPES IN ADA PARKING AREAS SIRLL NOT EXCEED 2% N ALL DIRECTIONS HANDICAP PARKING STALL DETAIL NTS L 9 a SEE PAVEMENT SECTION DETAIL -4m: I. CONCRETE SIWL RE 3.000 P.SI - r SLULIP. 2. SD (61 NON FACE TO BE PROMED ON CURB, UNLESS OIKROR NOTED. 3. PROVIDE PREFORMED BITUMINOUS FIBER EXPANSION JMIrS. 1/2• TRICK AT TO' -0' INTERVALS (WK.), PROVIDE DAVM JDNIS (FORMED, MGTAY ElE'MFCN CKPANSDN AMS. CONCRETE CURB DETAIL NTS MEAN IEM' EY TAICtEID[ PAYMENFFM.IWr � M TAG( COAT. MKE. his" IAM,AND coY/ACI RJ 4!AaRnNULDEPTiIAECONMICnOFR PAYtlEMTiBFI_jNCLUOETA[( CCA. NEW MN AW COIPAC fION EKLST1NCu PROMISED PAVEMENT ORALE A -_.__ IW :OFWX 9K. PO SArAI B NMA IGRAOE S. PG SM.22. C B' 3TABkIEATRNWT—!GA3861 MIEN DGRATEOTAFNZAF FOR 311BdRAllE 61ABlWTgN \\\ yy NOTE I F PAICNNO AREA TOM MICNEU L SAACUT TD TIE FLA[ 01 OR CUT BY A NETNOD APPROVED BY THE ENGINEER NWGI LEAVES A VERi6AL FACE ON TIE ERIBTVBMACENT KO MO AP,,1 I;OM C TIE CUT FA Ai TIE CUT APP V TAG( iOAA 4 3 T C CMT TO CUT FACE ' NONE 2. FGR FLU. OF.PM REC(W6IRUCTRIN. AStNMLT % T T I NL TNMP(NES6 SMNMI MfM1 DF.PTN Nt � ROA I' OF I(NVL' AI TI MAY GG SUILSTRFf FOR t' P ABMLLLI Ar lY!E OSCpEtpN OF 11E E EMGNEER � MfIE S 3USGNADE COMPACTED TO MINIMUM DEII SOL CRASS "CAOCN, COOT SECTIOINM OF MJIE4 IF SCREE Fla TONE MIMED. ABPNN.t SIWLRE SOL CILAtLF_A . CDOT SECTION STDT TYPICAL HOT MIX ASPHALT (HMA) DETAIL - WITHIN R.O.W. NTS c..nn> 1v 1 SECTION DETAIL CURB TRANSITION DETAIL NTS —r I:TCSTD F+PE Pl1FD NRN CLVIC [F6.aCMNNaIPI '7TF RED{E EYCIaiD '-RAIREW PINERVKRI NR/AAD3x Fna.TeMY ;( LPoKYPANTraLIDYA I �LDAE ocwmm� AVM+ _� [ _PAIAI NLALFNID T _.. ..i i I - AVM A I L CpLTLE cafMa I It .. BOLLARD DETAIL NTS 6' LONG PRECAST CLASS B B- CONCRETE (4,500 P.S.I, AR EWRMAD) FFLELSTOP /— PARKING ENFACE AS SPECIFIED I I o II o II e'MINRESIDENTI -T- K"Mlli(O w..NC.W ���-SII=iIh PAY ITEM CONCRE TE PAYEMENI: A•; (SYI—'I�--� S'JBGRADECOAPACIEDTO MNIMVM DENSITY PEiR SOA 'I'll SEc10N CLCIKON JOO DT 11 II PAYTTEM NAIAIPATCN; ,4'i �SV11RESipENTWp 1I1I�\\\ BASE A$ 'CITED PAY IIEL HMAIPkJC jW;(SY)ICfA%W.RCDLLI 2-/5 BUIS TNRU WKEL STOP At PACT. IB'LONG CONCRETE WHEEL STOP NTS MEASUREMENT: EACH (EA; PAY mm CA Tapp" VERTICAL CURB RAMP > hc• S 4.E. _ 11 X75; Lnr, 2 7FYE(,•TAKF WARNNG PKEI'SRN.L NE N3Tp IETI BY BEl':'INCtz IENI.Y• ;NC` CO"1I4F.PANFiME:NNt BE PIR UN WAO-Aw ATRLNCATEp DOME 3V 01!0u AB FAANYN'AC'tIiLD 6Y NV.hJR+kE CA AmIN;;En ET2vAi VERTICAL CURB RAMP NTS CO TYPE A ....................._. — 1�_ AY AREAIMD Ai NKT OR CONCRETETPAN61TA1M /� ARFf ICS W FLM tASIxlfl RAG(fN [KrvKUT G' CIIRIIREAD NOTE VERTK'ALCUINAND CUTTER TOM. PLACED CG2B W roAMrcN I I+..........__............_ PAYREM 9A.R LIE IpTO EK15TAC I ", GUTTE CUTTER TYPE (CCI I «� i TSWA1Ka rd Yd nKM 4a.�TNA Ij A rTYR I .•, ,B•RADRIB 1-fY MA%.RAMP 1?! e • sow BREAKER FERE 4•d ~ I YARENAau—CONCRETE---..-' —11'_ -III I--rr-- , ,ir RADIue ERJOWB-" TOOLED JONS CAOSSPAN MBNIM M DENSITY PER PLn O'O.0(1YI SM CULssv i TIDN. PAY ETFM CO TYPE. ILFI CDOf SECtION Si1D2 MYITeM CONCRETE SIDEWALK N'L SY VERTICAL CURB W/ SIDEWALK -- OETECTABLU V2ARNNG PAFVLT 124' R Tr NEW MEASUREMENT: EACH (EA; PAY mm CA Tapp" VERTICAL CURB RAMP > hc• S 4.E. _ 11 X75; Lnr, 2 7FYE(,•TAKF WARNNG PKEI'SRN.L NE N3Tp IETI BY BEl':'INCtz IENI.Y• ;NC` CO"1I4F.PANFiME:NNt BE PIR UN WAO-Aw ATRLNCATEp DOME 3V 01!0u AB FAANYN'AC'tIiLD 6Y NV.hJR+kE CA AmIN;;En ET2vAi VERTICAL CURB RAMP NTS CO TYPE A ....................._. NOTE` CONTRACT ION JOINTS REOUIRED ..._.._.. AT MAKMW ID SPACRIO CO2 IF Ai NKT OR CONCRETETPAN61TA1M /� ARFf ICS W FLM tASIxlfl RAG(fN [KrvKUT IOTA r NOTE VERTK'ALCUINAND CUTTER TOM. PLACED CG2B W MONOLITHIC MVTN SIDEYYKK I I+..........__............_ PAYREM 9A.R LIE TOTIC KCUBAN 1 11. CIAD AN(/ I TO BE PAD BY S. VP GUTTE CUTTER TYPE (CCI I O TE SDEW4K 2.7 1 rd MIIMW DErSITY PFO J A PROFILE GRADE& I OFFSET LOCATION (LID) Tl I I r „O .•, ,B•RADRIB T e • sow BREAKER FERE \V YARENAau—CONCRETE---..-' —11'_ -III I--rr-- , ,ir RADIue Su1%MAOe COMPACTED TO— MBNIM M DENSITY PER SM CULssv i TIDN. PAY ETFM CO TYPE. ILFI CDOf SECtION Si1D2 MYITeM CONCRETE SIDEWALK N'L SY VERTICAL CURB W/ SIDEWALK CS SECTION Nib r MM TtF/G10E S10 I.—_ I' f ll 1 1 1 1 1 r TWA IORADE SA[ IRESDENTALL) I Ti=NT I- T�� . WA4ICRADE Si (COMMERC ALI SUB, FWE COMPACTED TO MINIMUM CEA;4TY PER BOK f,1ASSIFICATOM. C W' .SE L I KM ;`(Mvi ASPHALT ISOMETRIC VIEW Ate, NOTE CDNTRACTpN JONr6 REOUFFD N CFRV?CUi AT MAAMW 10 sII RFVAWIOMTION OF PRUW)3ED FOOLED TOOLED JON19 #If FID'M2M INSPEC rORNRDA TO PUCNG CfiNC.11EtE DANECUTS AAE TO ME PLACED MON011TNIC AMTN CURB L CUTT1:R. F rd DRIVEWAY SECTIONS VMEd �I�CONCAETE MALA TV how NTS +? MNK Ai NKT OR CONCRETETPAN61TA1M /� ARFf ICS W FLM tASIxlfl RAG(fN [KrvKUT / `/ TO MATCHDRTTSFG �CK OI DRIYECU, AMY TIE DEPRESSED TOiN / / r DRMMAY3 ROPE REQUIRED OR TO REREATC0i LANDO rAGUTATE PROPER LOTUNMF OFTMFILAON NLYL NpAC m? f FE ON ULFS80TNFRVASE NpKAIED ON 1dN TIE ORANYMaB MIIMW DErSITY PFO J A WARP SOIL. CYAWiICATON. T cool BECTON x2 D 1Z MAK. SECTION A -A M6ASMIEMENt BOMMRE YARDISYI ISOMETRIC VIEW Ate, NOTE CDNTRACTpN JONr6 REOUFFD N CFRV?CUi AT MAAMW 10 sII RFVAWIOMTION OF PRUW)3ED FOOLED TOOLED JON19 #If FID'M2M INSPEC rORNRDA TO PUCNG CfiNC.11EtE DANECUTS AAE TO ME PLACED MON011TNIC AMTN CURB L CUTT1:R. F rd �r VMEd �I�CONCAETE MALA TV how tlM IIf3OF,MW. +? MNK f NA% I a' W RESOEMMI M'U' 1 SLDpE TROMdTN1N �_ T'NFT � TO MATCHDRTTSFG r Vol IIF COM ENCML COMMERCWJr NJBISPADF COMPACTED TO / 1dN �OfRA1ffR NlRE MIIMW DErSITY PFO J 1MFN NUITMD cw SOIL. CYAWiICATON. cool BECTON x2 D SECTION A -A M6ASMIEMENt BOMMRE YARDISYI CONCRETE _ VERTICAL CURB DRIVEWAY CU�I�RpBCUT DETAIL NTS GreenbergFarrow 153 Cordaville Road, Suite 210 SoWrborou0h, AAA 01772 t 50 220 0032 ISSUE/REVISIOBI RECORD DUE RSpOIIOM 15 OEM IEAEI W IB IS POPE SET PROFESSIONAL SEAL MWFESBNRA►10 CMARRE ION Nmm. P.E INJECT ILIAYNR :ECC 8111EEIT IML111E DORTROL REDO Mom TRAM.► Val FOE maim RREER EMPIRE )ETROLEUM NHEAT HIDGE 'OLORADO 2300 WEST 44TH AVE. EMP�RE OJECT NUMBER 11`^090.0 IEET TME ONSTRUCTION ETAILS SMIT 11111111111111191111 C7.0 NOT IS,JED FOR CONSTRUCTION CURVED DEFLECTOR -POINT. $HALL EXTEND COMPLETELY ACROSS THE OPPOSED LATERALS AS SHOWN D r -z� DI UN D2 AIN -._ OPPOSE�ERALS —1 FLOW � l FJ u ANMJIE INVERT FURL THROUGH MANHOLE r—; MMHOL60EW-M ONE COLLECTION LINE MANHOLE THROUGH MANHOLE TWO COLLECTION LINES NOTES I PPE INVERT ELEVATIONS AND DROP TIROYGLI MANHOLES SHALL BE IN CONFORMANCE WITH THE REVIEWED AND SIGNED CONSTRUCITONPLANS THE INTENTION IS TOPROMOIE SMOOTH. NONTURSULENT FLOW THROUGH THE MANHOLES N BY I(EEPG THE LARDER LINES LONER N THE MATIHOLE AND SRREGWG THE SMALLER LINES N SLIGHTLY HIGHER. 2 MATIMM NSIOE DROP THAC: AGH My ,Of SHA, L BE,2 Nr HES J. MINIMUM DROP THROUGH ANY MANHOLE SHALL BE 0.2 R. I ALL INVERT DEFLECTORS SHALL BE MOWED N SNIPE TO PROVIDE SAHWSM FLOW TRANSITIONS AS SHOWN ON THIS DETAIL S. MINIMUM ANGLE S[TWEEN THE CENTERLINE OF ANY INCOMING PPE AND THE CENTERLIkE OF THE OUTGOING PIPE SHAH SE Rt DEGREES MANHOLE BASE AND DEFLECTOR NTS INTERMEDIATE ANGLE H -� SHARP ANGLE CURVED DEFLECTOR 'POINTr SHALL WEND ACROSS THE CENTERLINE OF THE OPPOSING PIPES AS SHOW1E. I PLAN LL ] rw LLL LLL 1 H T LLL v L / L J t PICK HOL SECTION MA rwlE C tt;k(i SVEGSIGipq'Agtu Ade 4. CASINGS 5IytL EE AS/PECKIED BELOW SHIN AlNNAR1Y I,-kf RDiPNuT4 OREGIML O< M RS �GASS 33, ] .ALL CASTNiaf TO SE LWPED IM ASRYLr MArRIAG'tltYE UTP BARE PAWi,ON AaPIC)VED EOIN.1 NEEIW' RAIIDS OASTPATS INE; µlpW; ] 4UYWUN CCVEIPS W1tNLAUlOCAS� MfIC'PLt(Ni fORVSnI MC MLIJW REIaAAffO N ALL EASEANNtB AND ORAtU4E WAY! 4LWWW CASlw 9ULl CW.)at4 tru x:r.l•Ir.ALIPwAAI !ENs::e STANDARD 24" RING & COVER NTS MANHOLE STEP DETAIL NTS A INNcnwl nHow fJlly A-1kW ORBLnN PLAN IaAowIV IPIr iDPArIwwPDtoU111 WR CURB INLET (SINGLE) I COMAnE fSaNL M'iW P nillt� CDKIILK WILY Yr4L 4 •UAlRDO, POIH tpE SrLMNNt M HaTmIU Ma!R AxRT rlNluaVa'}• XTSCLF4L )R YD NIttI R'NAfCCPOAaC[YRTII4kpITO Y!M • ALNER H!Ia: Hl..bi6nlfATL-0O40MLE ItAOLYOH Iaarat SECTION A.A SECTION 8-B WR CURB INLET SINGLE Nis RIOPED TREND! m COLLAR ' omutJr.AnwoE 1/16 BEPOIR R f{*+ ��. —cOHSACTED APPRO'.tD NAIM1T .",, ^�• wrE�w.l lxT.�cN�aEaTIAP�L 1D.a"oN PVC PR (SAW OR AS IATERN.) ` ....—. C(AP4:rw SkUfAVO NAIENNL ~ INSTALL PLUG B pASf ISTrPUT.RIL BAOITiI TON&K LOCATIONS —NTOIROAIXN UATO LMTLTRNL YAOR REWMED 3'-O• PLAN ITRETE i , As Y "'•+.,ply,, -' / �� . SECTION A -A ALUMINUM STEP NOTE. t ,M RPECB A41BD ESPEE EEO SPC ODAFL2 $ naENDTN :N.TFNSAJ lt.ao e. AIN v*t:Io aTTeEIIDT!« JA.aoD vc: � REPWORCRID IT LHLI ELONCMi%kJ•1 r -'� �' --CYXA:RETFtY4l 9RCIgN ] W IAAOfNM(jryrM' Wo C'fNmAQFSIEPI -l` A !RICH wlrHr PROECTION FROM WALL ;IFPS TOMrgpEOIEHND S WTTIICRWiELIXYI FROMWALL . � SEPI VANE GA VAENCDNc sfcTlrxI9AAE aasl I. wEXaHr INR cnv-:na < (. J new *oKISICED AEHPIO H`OHCR G a bCTTK;ALTYAGNON'UM TONEpr RENICHAMIT- ASOVC fANCRETE IECIIONS ARF EwC,,O:15AR CA9i 00 NOT 4rAu GR 1, r N:NCwb . RrEP ]0' '.Wf SC'AV RW b. NST4HTID, VffOIRTLEC1tJE TAPE !R(D) MANHOLE STEP DETAIL NTS A INNcnwl nHow fJlly A-1kW ORBLnN PLAN IaAowIV IPIr iDPArIwwPDtoU111 WR CURB INLET (SINGLE) I COMAnE fSaNL M'iW P nillt� CDKIILK WILY Yr4L 4 •UAlRDO, POIH tpE SrLMNNt M HaTmIU Ma!R AxRT rlNluaVa'}• XTSCLF4L )R YD NIttI R'NAfCCPOAaC[YRTII4kpITO Y!M • ALNER H!Ia: Hl..bi6nlfATL-0O40MLE ItAOLYOH Iaarat SECTION A.A SECTION 8-B WR CURB INLET SINGLE Nis —, TRE M',H-IER ANDP I-. RE.1—CY­ATOM. BFDOPK. SiNUCTUIW MrAtF4_ C MiI{T!!}N YIALL M PICtIOED N TE PWLD OL RC PM. ]Ca "ON 9HNLSE WALCarLW.ICD VAIH TRE HLOLWKIQD6 n sEcrloN rs a THE SPECIE PRa�sDNs ] SA4:IG M10RR1G. wIELT We ETC SHNL SE W ACCCP M Z WM 41 STATE L OLM R tI XRE1EM3 SHKWNO SHALL BE CONRXN'RED PLEDFAT4 TO RtCHW SEAE11 GOHRTRUCMNH A M f0 SE W4lOLD N iHF UAT PRIfS O< M PPE NON -RIGID PIPE TRENCH BACKFILL NTS i M En[ PVC ROOF DRAM F12L 666 RS' PYS SEND I PTL WYE P PVC PPF— PLAN VIEW WYE CONNECTION DETAIL NTS TACE a IEAMS DOPISPOVI PER ARCHITECT DMSPICS FLASH PK TEE F/PWG —1-]: HOVE FNSND DUDE TO MACH ETSTMG DOWNS OILS FNSHED GRADE 2,-0• WN' CONIECT TO stow sock UNLESS NOTED SEE oMDN6 AHO ORAMYi DN PLAN PUN FOR "TOW AN) CODNWiLN ~ (2) 15' IIOE sOEEP Eum. ASSUR CIE~( a ICOTNG TYPICAL DOWNSPOUT LEADER NTS FRN1E k LID OR APP. ED RAR CONCREIf RIOPED TREND! m COLLAR ' omutJr.AnwoE 1/16 BEPOIR R f{*+ ��. —cOHSACTED APPRO'.tD NAIM1T .",, ^�• wrE�w.l lxT.�cN�aEaTIAP�L 1D.a"oN PVC PR (SAW OR AS IATERN.) ` ....—. C(AP4:rw SkUfAVO NAIENNL ~ INSTALL PLUG B pASf ISTrPUT.RIL BAOITiI TON&K LOCATIONS —NTOIROAIXN UATO LMTLTRNL YAOR REWMED —, TRE M',H-IER ANDP I-. RE.1—CY­ATOM. BFDOPK. SiNUCTUIW MrAtF4_ C MiI{T!!}N YIALL M PICtIOED N TE PWLD OL RC PM. ]Ca "ON 9HNLSE WALCarLW.ICD VAIH TRE HLOLWKIQD6 n sEcrloN rs a THE SPECIE PRa�sDNs ] SA4:IG M10RR1G. wIELT We ETC SHNL SE W ACCCP M Z WM 41 STATE L OLM R tI XRE1EM3 SHKWNO SHALL BE CONRXN'RED PLEDFAT4 TO RtCHW SEAE11 GOHRTRUCMNH A M f0 SE W4lOLD N iHF UAT PRIfS O< M PPE NON -RIGID PIPE TRENCH BACKFILL NTS i M En[ PVC ROOF DRAM F12L 666 RS' PYS SEND I PTL WYE P PVC PPF— PLAN VIEW WYE CONNECTION DETAIL NTS TACE a IEAMS DOPISPOVI PER ARCHITECT DMSPICS FLASH PK TEE F/PWG —1-]: HOVE FNSND DUDE TO MACH ETSTMG DOWNS OILS FNSHED GRADE 2,-0• WN' CONIECT TO stow sock UNLESS NOTED SEE oMDN6 AHO ORAMYi DN PLAN PUN FOR "TOW AN) CODNWiLN ~ (2) 15' IIOE sOEEP Eum. ASSUR CIE~( a ICOTNG TYPICAL DOWNSPOUT LEADER NTS FRN1E k LID OR APP. ED RAR CONCREIf T COLLAR _ 1/16 BEPOIR ` TTHOROUGHLYAMPE SWILL 1/16 BCIO PVC PR (SAW OR AS IATERN.) 6r 30' ~ INSTALL PLUG B TON&K LOCATIONS u 4SYTRRMCH 3'-O• PLAN ITRETE soDNE CLEANOUT DETAIL NTS GreenbergFarrow 153 CordaV!IIe Road, Supe 210 Sounbaau9b, MA 01772 L 508 2290032 ISSUE/REVISION RECORD OtTE OESDWTON pl/11 EE PROFESSIONAL SEAL PROFESSOML IE CRAMS JOHN "A", P.E. PROJECT MAIABAB GREGG BURIETT DUAL m CONTROL GREGG BURN ORA" BY GIOVANNI FODERA PROJECT ■AME EMPIRE PETROLEUM WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. PROJECT NUMBER 20150090.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C711 - NOT ISSUED FOR CONSTRUCTION LO MNKED 'WA1ER' }' S01A1RE OPERATION I11FI iN ` 6' Of TOP OF BOX VALVE BOx _ / F ROADWAY SURFACE 951 COMPACTED IfT - - rN7cTAX roArr+e rr1 GAMAM BACKFILLMECHANICALLYTAMPED LwIPAcxeo APPNOAto xAmO wxPrw. As r=W arr as ANNRAr MH UT Off AS WEOALLY GSI MO ar0m rwv IN 12' 1005E LFT$ NOTE: PORION O STEP EMBEDDED N WSOWY TO BE COATED MITH ' } araucrAAe:auX,su •• VALVE BOX EXTENSION ��ff ��,,�` A:Aaa., WALWCMS! nar W.wN wn,m �� wae.n <rA RWIRFON MANS S'-0' OR DEEPER PRECAST MH SECTIONS TO BE N NTS yr WITH ASTIR DESDATION C -MI, 18" (W/VERT. VALVES) WN. AMS IOR +�{/ i� 90' ( T/4 BEND) OA T_ DA- 2" (1YP.) 2 X DLA- 4" (TYP.) 2 9 9 NUN.- � PRECAST—A 'MIN UNOSNRBED THRUST UNDISTURBED EARTH BLOCKS EARTH .urlr"ia � � +..�senaxv re MUELLER TYPE A-2370-20 ---__ 0 GTE VALVE WITH �o •xa yr ' MECHANICAL JOM ENDS WATER AAAI WITH �- S12E AS REWIRED o-a>ra.nwa®ru CHOKED CRUSHED STONE --d VIEW VALVES 12" DK AND UNDER WATER MAIN UNDERGROUND GATE VALVE DETAIL CROSSING DETAIL NTS NTS _..__ FIIP.EINIM RAOR AP011AAIE aU, EOR PROVEDf OIMW SECTION nom: `IL,�� PLAN IRRIGATION BOX DETAIL NTS 7;OffimmomFIT—MiRi1 i� f 7f.�7 S�R:L�ll F m 7�isLY7R�f"iZflif.T•f�'.il iL�i7L� Q ti UNDISTURBED EARTH 45' ( 1/8 BEND) OR II i/2' (7'16 BEND) Q 0 PRECAST THRUST BLOCKS NOTES 1. THRUST BLOCK CONCRETE SHALL 2500 PSI STRENGTH AT 3 DAYS. 2. BEARING AREAS OF UNDISTURBED EARTH SHILL HAVE A MINIMUM ALLOWABLE BEARING CAPACITY OF 2000 PSI. 3. BEARING AREA OF SOL BASED ON 65 psi WATER MAIN PRESSURE. 4. BLOCKING SHALL BE APPLIED FOR ALL TEES, PLUGS, CAPS 81 22 1/7 OR MORE BENDS. 5. THRUST BLOCK CONCRETE SHALL BE PRECAST BLOCKING CONCRETE ONLY. THRUST BLOCK DETAILS ws PIPEN AND OUT O MANOIE N BE CRWLED N 25M PSI IfT - - rN7cTAX roArr+e rr1 WaTTOR. LwIPAcxeo APPNOAto xAmO wxPrw. As r=W arr as ANNRAr MH UT Off AS WEOALLY GSI MO aN7aF rATCWrUrpNY 4 NOTE: PORION O STEP EMBEDDED N WSOWY TO BE COATED MITH ' } araucrAAe:auX,su •• j ��ff ��,,�` A:Aaa., WALWCMS! RIGID IRRIGATION PIPE TRENCH DETAIL PRECAST MH SECTIONS TO BE N NTS 7;OffimmomFIT—MiRi1 i� f 7f.�7 S�R:L�ll F m 7�isLY7R�f"iZflif.T•f�'.il iL�i7L� Q ti UNDISTURBED EARTH 45' ( 1/8 BEND) OR II i/2' (7'16 BEND) Q 0 PRECAST THRUST BLOCKS NOTES 1. THRUST BLOCK CONCRETE SHALL 2500 PSI STRENGTH AT 3 DAYS. 2. BEARING AREAS OF UNDISTURBED EARTH SHILL HAVE A MINIMUM ALLOWABLE BEARING CAPACITY OF 2000 PSI. 3. BEARING AREA OF SOL BASED ON 65 psi WATER MAIN PRESSURE. 4. BLOCKING SHALL BE APPLIED FOR ALL TEES, PLUGS, CAPS 81 22 1/7 OR MORE BENDS. 5. THRUST BLOCK CONCRETE SHALL BE PRECAST BLOCKING CONCRETE ONLY. THRUST BLOCK DETAILS ws PIPEN AND OUT O MANOIE N BE CRWLED N 25M PSI WOROLE FRAME AND COVER. PAWED 'SEWER' CONCRETE OR KOM N STOIE FRAME TO BE THOROUGHLY BEDDED N AS DIRECTED BY ENGINEER. WaTTOR. PSI( FLEXIBLE MANHOLE BODPPEPIPF MH UT Off AS WEOALLY GSI MO BF01BF0. MANQ E FOR B'0 TO 18'0 NOTE: PORION O STEP EMBEDDED N WSOWY TO BE COATED MITH PIPES •ITN SUMNIM STEEL COAL TAR RICH WAMSH OR CwP (IVP) OR EOWL OTHER SKCFKO WTERK AREA O CPCUWEREWK NON SHAM SMA I -GAS SE FERNCO RUBBER WATER CHANNEL - PLAN L9NA I_w SEALANT SECTION A—A DOGHOUSE MANHOLE DETAIL NTs 700) PSI CONCRETE Wi, GST N PUCE is 0 6' Em. Greenbergfarrow 153 CordavAle Road, Sunt 210 Soul) boroudl, MA 01772 1 508 229 0032 ISSUE/REVISION RECORD DATE_ DfSCRPION GS IS UENf IE&W 09/18/15 PERMIT SET PROFESSIONAL SEAL PROWEitMYL IN CNAROE JOIN NOURM, RE PROJECT awmmR GAIETY, BUB(7T OMLFM COMM GREGG BURNER "a" n PROJECT RAMS EMPIRE PETROLEUM WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. EMP%RE PROJEOT NOYON 20150090.0 RNRRT flu[ CONSTRUCTION DETAILS ENRETNUMBER C7.2 NOT ISSUED FOR CONSTRUCTION WOROLE FRAME AND COVER. PAWED 'SEWER' rWbKD CRAM FRAME TO BE THOROUGHLY BEDDED N WaTTOR. ALUMNI MANHOLE STEPS 12' ADAW TO GRAN WIN O.C. MA. COURSES O NKK. VARIES NOTE: PORION O STEP EMBEDDED N WSOWY TO BE COATED MITH S' MN.. 14' MAI(,30"MIN. COAL TAR RICH WAMSH OR OTHER SKCFKO WTERK AREA O CPCUWEREWK STEEL 0,12 SO. W. / LN FT. PRECAST MH SECTIONS TO BE N CONCRETE a ROUND RUBBER 1169" JON! N ACCORDANCE ACCORDANCE WTH ASIA DESOMTDN C47A NN, COIPREW/E STRENGTH 4.000 PSI. WITH ASTIR DESDATION C -MI, 18" SiYRLS WN. AMS IOR MORTARED ON INSIDE PPE WTH TOP CROM CHIT OFF AS AND OUT" SURFACES RLIANNUO. BRK1 KNO-1c; EXTERIOR BACK OR CONCRETE FILL. M/UMASTTC COATING 6" RL AROUND HEAVY BOCOATM � 12 L9NA I_w SEALANT SECTION A—A DOGHOUSE MANHOLE DETAIL NTs 700) PSI CONCRETE Wi, GST N PUCE is 0 6' Em. Greenbergfarrow 153 CordavAle Road, Sunt 210 Soul) boroudl, MA 01772 1 508 229 0032 ISSUE/REVISION RECORD DATE_ DfSCRPION GS IS UENf IE&W 09/18/15 PERMIT SET PROFESSIONAL SEAL PROWEitMYL IN CNAROE JOIN NOURM, RE PROJECT awmmR GAIETY, BUB(7T OMLFM COMM GREGG BURNER "a" n PROJECT RAMS EMPIRE PETROLEUM WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. EMP%RE PROJEOT NOYON 20150090.0 RNRRT flu[ CONSTRUCTION DETAILS ENRETNUMBER C7.2 NOT ISSUED FOR CONSTRUCTION E 1 yCITY REQUIREMENT5: ._____...._................_..... WES7' 41 TSI ,4 G'EAT UE (PUBLIC R. O. W. MRIF.SY) GENERAL LAND5CAPE NOTE5: 1. COFRIG1CfORS SWLL WYE UMDEROROLIND LRUTIES LOCATED, LEGRILY WAKED. AND Sw REP ANY AND ALL DVAVOC WNDN WY OCCUR AS A AND IN TH FIELD, E NSTAWTION. UfR/IIES SHOWN ON TNG PUN ARE APPROXIMATED. AND SHOULD BE VERIFIED ON THE CML U11UTY PLAN MON THE MID. 2. lNOER NO C9ICLNSTAHCES YI1LL LWpSCAPE WORK BE APPROvEp FOR PAYMENT IF PLANE SIZE AND GENERAL. HIEALIH ARE NOT AS REONRED ON PIRA. 3. ALL PLANTS WST BE CONITADIER GRIM OR BALLED AND BURIPPo AS RO"AtED ON PUVIT 1151. 4. ILL TREES HRIST BE STPUDIIi iRUAKED, FULL HEADED AND MEET ALL REOUMEYENfS AS SPECIFIED. 5. AAL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND MC OWNER BEFORE. OIRNG AND AMTEA NStAlU1NN. 6. THE LAM WS ARCHITECT MUS! APPROVE MFY KTERAIIt1115 M LANDSCAPEREv51pN5 TO THE LANDSCAPE FLAN. T. DE LANDSCAPE ARCHITECT MIST APNOVE THE STARED LOCAER TION OF HL Plhtlf MATAL BEFORE INSIALUICN, BTHE CONTRACTOR Scall PROTECT EXISTING FEATURES ON SITE. 9. ALL PU 41HO MEAS. AND UNPAVED MFRS ON SITE NOT SPECIFIED FOR BED AREAS. MUST BE COMPLETELY SODDED. SEEDED. M NYDIOSEEDED. ANY PERMEABLE AREAS (ON SRF. OFF SITE. OR N RLCHT-OF-wY. OWAGED BY CONSNUCXNA SHALL. BE GRAM SMOOTH AND SEEDED OR NrYE LANDSCAPE 11 THE LANDSCAPE CONTRACTOR SNARL FUL- AI AN ALI16 SHORN Oi HESE RUNS, BEFORE PRONG THE YOIM, 11. THE WF PLANE G AREAS AN SHALL HILLY N DAYS NF R SUBSTANTIAL NTIAL C M BUT NOT UNITED TO WATERING. SPPAYNG. MULCHING, iERDU21NG. ETC.) OF RIMING MFRS AND LARKS FOR W DAYS INTER SI LL PL INT ATMA COMPLETION. 12. THE LED" T CONTRACTOR y1µ1 COMPLETELY GUARANTEE ALL PLANT wTE18Al FDR ONE (1) HE BEOFM THG AT TNTC MTE Di SUBSTAPER MECTION M. ME LANDSCAPE CONTRACTOR SMALL PROMPTLY MANE NL AEPUCEYENIS BEFORE DE END OF ME GUARANTEE PERIOD (AS PER DIRECTION Of TH1E OWNER). 13, MW PLAT THE WHICH DIM TRIMS BROWN ORDr7OLL M (PRDR 10 TOTAL ACCEPTANCE OF WOR() SIAL, BE PROMPRY REMpEO FROM M SRC ANRENCED WITH MATERIAL THE SANE SPECIES, OlAHT11Y, L SIZE AND MEERNC NPLANT UST SPECBKATONS. 14. STADARDS SET FUA" N 'AMERICAN STANDARD FON NURSERY' STOCC REPRESENT GUOEUNC SPEC AMENS ONLY MD SHALL CONSTITUTE 1MWY5 C_ REOUIREMEMTS FOR PLANT MKTERP 15. THE GENERAL CDMIUCTOR R RESPONSIBLE FOR FINISHED GNADNG ALL LANDSCAPE PARb HG ISLANDS. F9451ED GRADE A, IyµDS IS TO BE CROWm-TELY If -Ir ABOVE THE TOP OF CURB, SOL N 15Lµ05 R TO BE FREE OF UNSUTABLE wTEFM AND DEBRIS I.E. GwVII IS IF COMIAACI IS DHAN-E TO DIG PUNT DEPTH THAT TO A DTHAT MLL PROAOE THE AREA OF — AROUND TME ROOT BML DUE TO ROCK. CONTACT ARCHITECT. CML ENGINEER. AND CITY HORTICULTURIST AMEDLATELr 17.ALL SLOPES THAT EXCEED 3:1 TO BE TREATED WITH SOO. ALL OTHER UNTREATED DISTURBED MU TO BE TREATED WITH HYDROSEED. IS. THE TOP EDGE R ALL SHALLI NDLANDSCAPE CDGNG SNL IEA --. OF S' BELOW FWLbN0 ITT" ELEVATION. 19. THE LANDSCAPE CONTRACTOR SAALL PRDADE AND INSTALL SITE RIKF TON SYSTEM -TER DESIGN 6 ylNGl[D N9R AWIKWYL. KEEP MULCH FREE FROM A 6" RADIUS AT THE PLANT TRUNK. 7 4" HIGH WATER WELL }f PLANT 501EDULE = 21Y REG — LANDSCAPE MEA 201L O THE SI R SHALL BE IKOSEAPE AREA 2PA14NMF 149IL5114 SS ..----F STringo reticublo 'Summer Sra.' / Summa. Sm. bporaFa Tre. U,a 15 qal TCP. 6'-7'H M ITREE AND IO SH RUBS PER 1.8005E OF KWWD LANDSCAPE AREA BIN SIM LQUE A IISF I a005F . S TREES 8 N SHRUBS RRMK NAME / COMMON Wu 512E BA MAX YX%lM0—AREA PI—CE DW AIRF A%II.NM OWIMF JD 3.'U %0G. 1.0635E MAX J-iparye WNM '8-IIRb' / mol— Juniper 5 W, A MAX8611 LANDSCAPE AREA PROVIDEDR, AIARv-- MAIZXM RIM MG 36435E X O R • 7'/NSF OAK YuAbn0er9b "Pab61 'G -H Court' / CuN C -el M.NIy 5 qol STREET LANDSCAPE 1 TREE PER 30LF OF STREET FRCNTADE P—m— ri '— ''.a M..V / Bw S.i— GoaF 1 q01 PA —VEYL113Nf.3TREES PNontb atn kdOK, / RuRFion Soga 5901 1W2 -MAN STREET-. 121, 130IF.4 TREEB 433 4 NTHAVE LANOSCME ID LANDSCAPE STRF REGURED KONG NM AVE 4YEA9URED PREN 0= RIMR Plpinum / AJpi- Currant NO STRIP 2a BOTMKJI NAPE / COYNHN NA1F L PARKING LANDSCAPE SCREENNO OF THE PARION1D KGNG TUE ROW PolenliNo toL<mwmo -i 'Nora' / Cilquelal YEB GENERAL LAND5CAPE NOTE5: 1. COFRIG1CfORS SWLL WYE UMDEROROLIND LRUTIES LOCATED, LEGRILY WAKED. AND Sw REP ANY AND ALL DVAVOC WNDN WY OCCUR AS A AND IN TH FIELD, E NSTAWTION. UfR/IIES SHOWN ON TNG PUN ARE APPROXIMATED. AND SHOULD BE VERIFIED ON THE CML U11UTY PLAN MON THE MID. 2. lNOER NO C9ICLNSTAHCES YI1LL LWpSCAPE WORK BE APPROvEp FOR PAYMENT IF PLANE SIZE AND GENERAL. HIEALIH ARE NOT AS REONRED ON PIRA. 3. ALL PLANTS WST BE CONITADIER GRIM OR BALLED AND BURIPPo AS RO"AtED ON PUVIT 1151. 4. ILL TREES HRIST BE STPUDIIi iRUAKED, FULL HEADED AND MEET ALL REOUMEYENfS AS SPECIFIED. 5. AAL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND MC OWNER BEFORE. OIRNG AND AMTEA NStAlU1NN. 6. THE LAM WS ARCHITECT MUS! APPROVE MFY KTERAIIt1115 M LANDSCAPEREv51pN5 TO THE LANDSCAPE FLAN. T. DE LANDSCAPE ARCHITECT MIST APNOVE THE STARED LOCAER TION OF HL Plhtlf MATAL BEFORE INSIALUICN, BTHE CONTRACTOR Scall PROTECT EXISTING FEATURES ON SITE. 9. ALL PU 41HO MEAS. AND UNPAVED MFRS ON SITE NOT SPECIFIED FOR BED AREAS. MUST BE COMPLETELY SODDED. SEEDED. M NYDIOSEEDED. ANY PERMEABLE AREAS (ON SRF. OFF SITE. OR N RLCHT-OF-wY. OWAGED BY CONSNUCXNA SHALL. BE GRAM SMOOTH AND SEEDED OR NrYE LANDSCAPE 11 THE LANDSCAPE CONTRACTOR SNARL FUL- AI AN ALI16 SHORN Oi HESE RUNS, BEFORE PRONG THE YOIM, 11. THE WF PLANE G AREAS AN SHALL HILLY N DAYS NF R SUBSTANTIAL NTIAL C M BUT NOT UNITED TO WATERING. SPPAYNG. MULCHING, iERDU21NG. ETC.) OF RIMING MFRS AND LARKS FOR W DAYS INTER SI LL PL INT ATMA COMPLETION. 12. THE LED" T CONTRACTOR y1µ1 COMPLETELY GUARANTEE ALL PLANT wTE18Al FDR ONE (1) HE BEOFM THG AT TNTC MTE Di SUBSTAPER MECTION M. ME LANDSCAPE CONTRACTOR SMALL PROMPTLY MANE NL AEPUCEYENIS BEFORE DE END OF ME GUARANTEE PERIOD (AS PER DIRECTION Of TH1E OWNER). 13, MW PLAT THE WHICH DIM TRIMS BROWN ORDr7OLL M (PRDR 10 TOTAL ACCEPTANCE OF WOR() SIAL, BE PROMPRY REMpEO FROM M SRC ANRENCED WITH MATERIAL THE SANE SPECIES, OlAHT11Y, L SIZE AND MEERNC NPLANT UST SPECBKATONS. 14. STADARDS SET FUA" N 'AMERICAN STANDARD FON NURSERY' STOCC REPRESENT GUOEUNC SPEC AMENS ONLY MD SHALL CONSTITUTE 1MWY5 C_ REOUIREMEMTS FOR PLANT MKTERP 15. THE GENERAL CDMIUCTOR R RESPONSIBLE FOR FINISHED GNADNG ALL LANDSCAPE PARb HG ISLANDS. F9451ED GRADE A, IyµDS IS TO BE CROWm-TELY If -Ir ABOVE THE TOP OF CURB, SOL N 15Lµ05 R TO BE FREE OF UNSUTABLE wTEFM AND DEBRIS I.E. GwVII IS IF COMIAACI IS DHAN-E TO DIG PUNT DEPTH THAT TO A DTHAT MLL PROAOE THE AREA OF — AROUND TME ROOT BML DUE TO ROCK. CONTACT ARCHITECT. CML ENGINEER. AND CITY HORTICULTURIST AMEDLATELr 17.ALL SLOPES THAT EXCEED 3:1 TO BE TREATED WITH SOO. ALL OTHER UNTREATED DISTURBED MU TO BE TREATED WITH HYDROSEED. IS. THE TOP EDGE R ALL SHALLI NDLANDSCAPE CDGNG SNL IEA --. OF S' BELOW FWLbN0 ITT" ELEVATION. 19. THE LANDSCAPE CONTRACTOR SAALL PRDADE AND INSTALL SITE RIKF TON SYSTEM -TER DESIGN 6 ylNGl[D N9R AWIKWYL. KEEP MULCH FREE FROM A 6" RADIUS AT THE PLANT TRUNK. 7 4" HIGH WATER WELL }f PLANT 501EDULE = 21Y 89MUNIAL. NASE NAME LONE tdL SIZE PP2 3 Pimp aOuliR / Phan Piles B A, B SS 7 STringo reticublo 'Summer Sra.' / Summa. Sm. bporaFa Tre. U,a 15 qal TCP. 6'-7'H M 2 Tii, oor0ol0 . mwgdic0 'Nornat GDW' / I -Nl CoA Ur1M0 BAB 2'Co1 LQUE QIY RRMK NAME / COMMON Wu 512E BA 15 8a UNu-91i '-rPW 1- Nona / D.." RI18Mo1 blamq s—,y 5 901 JD 9 J-iparye WNM '8-IIRb' / mol— Juniper 5 W, A 15 Jun1— 4ebi" llrmrt4 dNip' / T—n. S viO Juniper 5 Qat MG 12 YuAbn0er9b "Pab61 'G -H Court' / CuN C -el M.NIy 5 qol PH 7 P—m— ri '— ''.a M..V / Bw S.i— GoaF 1 q01 PA 3 PNontb atn kdOK, / RuRFion Soga 5901 1W2 29 Piens mugo •RNit.6u0' / Yugo Pim 5 q01 RA 15 RIMR Plpinum / AJpi- Currant 5 " EDGE 2a BOTMKJI NAPE / COYNHN NA1F L PT 1.163 PolenliNo toL<mwmo -i 'Nora' / Cilquelal Ibl (d PEaT ) 1 Im8 . 10 R 134CKFILL WITH NATIVE SOIL WITHOUT ANY SOIL AMENDMENT. NATNE SOIL MIX FIRMLY COMPACTED, 10 GAUGE GALV. CABLE W/ TURNBUCKLE t CLEAR PLASTIC COATING METAL LAG.WOOOR j METAL FLAG. PARED WHITE. 45 DEG TYPICAL STAKING DETAIL PUNTING AT TURF ARS. E EA KEEP TURF CLEAR FOR A 18" DIUS CIRCLE RAAROUND THE TREE. MULCH WITH A 3" THICM LAYER OF SHREDDED BARK. RECESS TURF AREA 1• TO ALLOW FOR MULCH. FINISHED GRADE AT LAWN. � ASN N9i n ROOTBALL 5elim Q 1T o.C. 12" LONG % 5/8" DIAMETER REINFORCED HOSE OVER WIRE O TRUNK OYP.) 1" DIA % 36" GALV. IRONPIPE ANCHOR W/ CAP ON TOP. ONE AT EACH TE (3 RED) TOP OF PIPE TO BE 1" BELOW FINISHED GRADE SLI HIJUIBALL GROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PUNTING AT SHRUB AREAS. KEEP MULCH 6" - B" FROM BASE OF TREE. MULCH WATER WELL AREA TO 3" DEPTH. B" HIGH WATER 1 WELL AT SHRUB AREAS. ROOTBALL SEE =BALL CROWN 1 HONER THAN SURROUNDING .. FINISHED GRADE. BACKFILL MO, SEE I SLOPE FNISHED ME AT BACKFILL AWAY FRO. 32" AT MTM. ROOTa'L /-AT MULCH TO 2" DEPTH WATER WELL. .../� rFlNSHED GRACIE. 134CKFILL WITH NATIVE SOIL WITHOUT ANY SOIL AMENDMENT. NATNE SOIL MIX FIRMLY COMPACTED, 10 GAUGE GALV. CABLE W/ TURNBUCKLE t CLEAR PLASTIC COATING METAL LAG.WOOOR j METAL FLAG. PARED WHITE. 45 DEG TYPICAL STAKING DETAIL PUNTING AT TURF ARS. E EA KEEP TURF CLEAR FOR A 18" DIUS CIRCLE RAAROUND THE TREE. MULCH WITH A 3" THICM LAYER OF SHREDDED BARK. RECESS TURF AREA 1• TO ALLOW FOR MULCH. FINISHED GRADE AT LAWN. � ASN N9i n ROOTBALL 5elim Q 1T o.C. 12" LONG % 5/8" DIAMETER REINFORCED HOSE OVER WIRE O TRUNK OYP.) 1" DIA % 36" GALV. IRONPIPE ANCHOR W/ CAP ON TOP. ONE AT EACH TE (3 RED) TOP OF PIPE TO BE 1" BELOW FINISHED GRADE SLI HIJUIBALL GROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PUNTING AT SHRUB AREAS. KEEP MULCH 6" - B" FROM BASE OF TREE. MULCH WATER WELL AREA TO 3" DEPTH. B" HIGH WATER 1 WELL AT SHRUB AREAS. ROOTBALL NATIVE SHRUB PLANTING �� TREE GUY WIRE PLANTING /" - +'-r 329333.13-e3 I' - , •-B' 329343.26-03 I I Fatnw 153 Cordevia ROW SHAH 210 Southborouaf MA 01772 E 508 229 0032 NWE/NITNpON RECOHO DUE DSLWOdI IB pE11f 70E �1AJ 15 RJN9f QT IS "m �-' 7-111 C MOPEtpONAL IN CHARGE G I JOSEPH VALID N, ALA PROJECT MANASER GREGG BURNETT OSALIrr CONTHOL GREGG NNETT Muw n t✓ PROJECT W1ME WHEAT RIDGE COLORADO 12300 PRIEST 44TH AVE. PROJECT BUEESER 20150090.0 SNEET TIRE LANDSCAPE PLAN SHEET NUMBER L1.0 NOT ISSUED FOR CONSTRUCTION PLAIN TABLETS AS .. NOTED OR SPECIFIED. BACKFILL MO, SEE I 2x ROOTBALL NOTES AND SPECIFICATIONS. 32" AT MTM. - NATIVE SOIL MIX 48" AT 24" BOX FIRMLY COMPACTED. 80• AT 30" BOX 72" AT 36" BOX PUNT PIT DETAIL NATIVE SHRUB PLANTING �� TREE GUY WIRE PLANTING /" - +'-r 329333.13-e3 I' - , •-B' 329343.26-03 I I Fatnw 153 Cordevia ROW SHAH 210 Southborouaf MA 01772 E 508 229 0032 NWE/NITNpON RECOHO DUE DSLWOdI IB pE11f 70E �1AJ 15 RJN9f QT IS "m �-' 7-111 C MOPEtpONAL IN CHARGE G I JOSEPH VALID N, ALA PROJECT MANASER GREGG BURNETT OSALIrr CONTHOL GREGG NNETT Muw n t✓ PROJECT W1ME WHEAT RIDGE COLORADO 12300 PRIEST 44TH AVE. PROJECT BUEESER 20150090.0 SNEET TIRE LANDSCAPE PLAN SHEET NUMBER L1.0 NOT ISSUED FOR CONSTRUCTION 0 WEST 44TII AVENUE {P(,,BLIC R.O.W. VARIES) PROPOSED BUILDING 4,000 SF F.F.E.=5430.70 LB. WIDSC/PE RNM cw c►i` s`� Q rn� T . S.A.. Iw sAl AAAA. IRRIGATION 5CHEDULE 1 11� r' I 'I Npalkn LVCZSMIM73-HF 1 ( Pn-Apem Cwt,vi Zo— Kit, wim 1- S-60 DOMM 0 WEST 44TII AVENUE {P(,,BLIC R.O.W. VARIES) PROPOSED BUILDING 4,000 SF F.F.E.=5430.70 LB. WIDSC/PE RNM cw c►i` s`� Q rn� T . S.A.. Iw sAl AAAA. IRRIGATION 5CHEDULE 511amI4WUFACRprR/MOODL/DESCRPDOH ME 19 Npalkn LVCZSMIM73-HF 1 Pn-Apem Cwt,vi Zo— Kit, wim 1- S-60 DOMM VI'. 3/4'Oiw Fitt, arb High FLOW P—II Ragubtw 4.5GPM to I7.80PM. 8 Wlafm LVCZSBSIM75-LF t Pn-Aaa«MMC Cwtlal ZotW Kit, with 1' S.ti" M Contra VO". 3/C Disc flit- all Lw Flo. P,e m Requbtw 4.25GPM to ♦.eGPAI. Mao to Repro Ory Emlttm OPH Inlpotbn GSL or BoaamRh SL -21e 4,163 a. r. P—II cwngnaou" drip emhw wiA I/Y (1.27cm) RPI Rip and 3/4' (I.9eScm) earoad plNl in So— Cob,. ; Bock Dol-I.egyh EITVKx Matas: 1 9d P* to rweAW 1 a IB CPM xrNlx. 1S gal Plant 10 ,w 7 a l.e CPH emillxa. S Sol pm- to ,wain 2 a 1 9 GPN emitlxa. B A B. TCA poM to ncwn A of t.e GPHI emitlen. B A B. 5'-8A Nt. pont to � 4 of IS CPN smitten. B A B. 6' HI. pbnl to ,www 3 a IS GPH smitten. SYMBOL MANUFAC7URER/MOOFl jESC&E0 M Nioco T -SEB -58 -R -66 -LL 1 SlunHn pew pot wM Ma oll wM OHuntx EV-G-iS 1� 1 Z, arHa S Pbatic E-ux Mapx VOM. Glooa on Clgxotim. with NPT 1Naaded IMt/O tW. Iw Com KX/Nu—lPol UN. With rd" Santry. QWhim 97518 1' 1 Reduced P—we Bwk9— dxica © Hunlx E-oi TH-Yw I MOOoIw CU... 6 atotione, wooMode. ". Caoi— w No Modal Fkwrw. C—iol Uaa. ® H-1. WSS t I&~ Spar, "Iii, f— -- with oadoor MtMwa. nwta to Nuntx PCC, Pn-C, orld I -Con Cont . Mpap p need. l -"e- to -1 "Y'"'9att«y end ruopx Ilwdala caw. and g.-mwnt oivcw- 0 wa« wtx 5/Nr Z"SWoNlMg: AC Lr. pxaM. On NM q136.2 o 3/4' and pwp on indicated on tM pori, with ap I0— b" 1/2" in wm. Im9al'Wn Manly: PVC Sell 40 91.9 I.r. FVC Sc1MduN a iripolion pp. Vaw Celan Vella MVrb, I M YeH. rla. Y.M. SEA -UNE LAYOUT AND EOUPMEWT PLACEMENT R DIAGRAMMATIC. ADJUST HEAD AND LINE LOCATIONS ON SITE TO ACCOMMODATE DUSTING JOB CONDITIONS AND TO ACHIEVE IMS COMPLETE COVERAGE. ALL HEADS. LINES, VALVES, AND OTHER IRRIGATION EOUIPMENT SHALL 0E LOCATED AND ROUTED THROUGH LANDSCAPE AREAS WHENEVER POSSIBLE AND SHALL BE LOCATED MILLION THE SOUNDS OF THE PROPERTY. LOCATION OF IRRIGATION CONTROLLER AT WEATHER STATION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR ANO/OR OWNER. SEE CML UTILITY PLANS FOR EXACT LOCATION OF WATER METER. GENERAL IRRIGATION NOTE5 CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO STARTING WORK ON THE SITE. URUIIES SHOWN DN THIS PLM ARE APPROXWTED. AND SHOULD BE VERIFIED ON THE CML UYUTY PLAN AND IN THE FIELD. CONTRACTOR 6 RESPONSIBLE FOR ALL PERMITS. LICENSES. METERS. TAPS, AND IMPACT FEES REOUIRED TO INSTALL THE SYSTEM. CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR HEAD. UNE. AND VALVE PLACEMENT RELATIVE TO THE PROPOSED PUNTING PIAN. IRRIGATION SYSTEM SHALL PROVIDE IM; HEAD-TO-HEAD COVERAGE. CONTRACTOR SHALL ADJUST HEADS AND NOZZLES TO PROVIDE 1M; COVERAGE IN THE MEAS INDICATED ON THE PUN, AVOID CONFLICTS WITH EXISTING AND PROPOSED PLANT MA ERAL, PAVING. STRUCTURES. AND UTILITY UNES. ADJUSTABLE ARC NOZZLES SHALL BE SUBSTITUTED IN RALE OF FLIED ARC NOZZLES AS NECESSARY TO PREVENT OVER SPRAY ORO PAVEMENT. IRREAT*N HEADS SHALL BE PLACED AND ADJUSTED TO PREVENT SPRAY ONTO BUIL IIf1RS OR WAKWAYS. VERITY IN THE FIELD. THE LOCATION OF LINES. HEADS. OR VALVES WITHIN THE DRIP LINE OF ANY EXISTING TREES. HAND EXCAVATE OR BORE WITHW THE ORIPLWE OF ANY TREE IRRGAYGH CONTRACTOR SHALL COORDINATE IHSTALIATIDN OF THE SYSTEM WITH THE LANDSCAPE CONTRACTOR SO THAT ALL PLANT MATERIAL WILL BE WATERED W ACCORDANCE WITH THE INTENT OF THE BANS, THE LANDSCAPE ARCHITECT OR ONMOYS REPRESENTATNE SHALL APPROVE THE RAGGED LAYOUT OF THE SYSTEM PRIOR TO TRENCHING. ALL MAN UNE PIPING SHALL BE BURIED TO HAVE A MINIMUM COVER OF 1K. ALL LATERAL PIPING DOWNSTREAM OF THE MANURE SHALL BE BURIED TO MVE A MINIMUM COVER OF 1Y. ALL WIRING FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL VALVES SHLAIL BE OF -1A DIRECT BURIAL CABLE. ALL WIRE SPLICES SHALL BE MADE N VALVE BOXES ONLY. THE IRRFATION CONTRACTOR 6 RESPONSIBLE TO COORDINATE THE PLACEMENT OF SLEEVES PRIOR TO PAVING. SLEEVE MATERIAL SNAIL BE SCHEDULE 40 AND AT A MNMUM DEPTH OF 1C. THE IRRIGATION CONTRACTOR IS REOURED TO REPAIR WITH APPROVED N KIM MATERMLS ANY DAMAGE RICUUUNG BUT NOT LAOTED TO: THE BUILDING. STRUCTURES. PAVING. OR PLANTINGS. DAMAGE TO UTRITIES BY THE IRRIGATION CONTRACTOR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. AND THE REOULAtNG UTILITY PROVIDER. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE BASED ON AN AVAILABLE WATER PRESSURE OF 60 PSI. CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE. F PRESSURE IS LESS THAN M PSI, A BOOSTER PUMP MAY BE REOUIRED TO PROV" ADEOATE OPERATING PRESSURE. F PRESSURE IS THAN GREATER TN 1M M. A PRESSURE REDUCING VALVE SHALL BE INSTALLED FOR SAFE OPERATION OF THE IRRIGATION SYSTEM. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM WHEN R 6 OBVIOUS N THE FIELD THAT OBSLRuCTXNS, GRADE DIFFERENCES OR DISCREPANCIES N EOUIPMCNT USAGE. AREA OMENSIDNS OR STATE WATER PRESSURE EXIST THAI MKNT NOT HAVE BEEN PRESENT OR KNOWN INFORMATION N THE DESIGN. SUCH OBSTNICTKONS OR pHTERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION 6 NOT PERFORMED, THE CONTRACTOR SHOAL ASSUME NUL RESPONSIBILITY FOR ANY REVISION THE AT NO ADDITIONAL COST TO THE OWNER. klmAqwu 153 CwdaviNe Road, Suite 210 Southborough, MA 01772 1 508 229 0032 pn�x nam P. AKwaaN pallIlle E RECORD DATE OESOrIOE OS IS QEAIE WN W I IS PENN SET SEAL PIIOFESSIOMAL Ml CNARet C I JOSEPH VNIGMN. IRA PROJECT MAMAWER GBEGG BUMIETT GOAL 17'/ COSTEIOL CBECG SLOCT RRARIN ST iv PROJECT NAME WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. mumPlIfAF -r PROJECT mum"" 20150090.0 abler TIRE IRRIGATION PLAN ( IN FM $MEET NUMBER L man - 10 it. f NOT ISSUED FOR CONSTRUCTION IRRIGATION NOTES 1. EXISTING UTILITIES - Information on the drawings relating to existing utility lines and services are from the best sources available. All such information is furnished only for information and is not guaronteed. The contractor shall excavate test pits as required to determine exact locations of existing utilities. Call utility locating services for precise utility locations before beginning any work. Call New Mexico One Coll System at 800 -321 -ALERT at least two (2) days before you dig. 2. UTILITY REQUIREMENTS - The contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures: Gas Company, telephone Company, Electrical Power Company, Cable Television Company, and the Water Supply Company. The contractor shall notify the Gas Company's headquarters planning office at least two (2) working days prior to the start of construction. 3. The irrigation design is based on static pressure of 90 psi and maximum use of 6 gpm. 4. Irrigation mainline / equipment shown is diagrammatic. Install only in planting areas. Install mainline within 24" of paving whenever possible. 5. Verify exact location of all underground irrigation, utilities, and above ground obstacles within work area prior to start of construction. If a conflict exists between obstacles and the proposed work, contractor shall promptly notify landscape architect to arrange for relocation, if required, prior to start of construction. 6. Install shutoff valves, quick coupling valves, and remote control valves adjacent to pavement and pedestrian paths where occurring (12" maximum from such edges) in plonting areas. 7. Systems shall be installed and adjusted to keep applied water and runoff off of all paving, walks, and other non -intended areas at all times. This shall include the selection of the best degree orc to fit the site conditions. Adjust the flow control stem at each remote control valve to obtain the optimum operating pressure for that system. 8. Low head drainage, where occurs, shall be stopped with use of spring check valves. Spring check valves shall be installed on the riser assembly of the sprinkler where low head drainage occures. 9.. All lateral line ends shall be sized 3/4" unless shown otherwise. 10. All irrigation lines under paving and through wolls, footings, etc. shall be sleeved with PVC SCH 40 pipe. Sleeve shall be at minimum two (2x) times the diameter of the pipe to be sleeved. It is the responsibility of the contractor to coordinate the installation of sleeving with other trades. 11. Control wires under paving shall be installed in PVC SCH 40 sleeves at least 2 - times (2x) the diameter of the wire bundle. Keep separate from water line sleeves. 12. Provide pull boxes for control wiring to all changes in direction greater than forty-five (45) degrees and where wire runs exceed three hundred (300) feet in length. Wire splices sholl be made in pull boxes or control valve boxes only. 13. All sprinkler heads shall be set perpendicular to the finish grode of t the area to be irrigated unless designated on the plans. Adjust the } angle of risers for sprinkler heads on slopes for optimum coverage and minimum overthrow of sprinkler heads. i t 11 6 t r� FINISH GRADE 6' ROUND VALVE BOX, WALK, PAVEMENT OR OTHER STRUCTURE S Ili= 1 iI1- 1I _ - II IIIA; I' x 1A* rT ' - PVC SCR. 80 UNION PVC SCR. BB UNION _ TO SPRINKLERS. ANGLE PVC ELL O TO SPECIFIED DEPTH WITH 45 DEGREE ELLS PVC NIPPLE Ii b - _ NON -PRESSURE UNE ,c 1 CU. FT. PFA GRAVEL - 1 = (LATERAL PIPE) SELF RUSH J� PVC TO POLY FITTING 51 LATERAL LINE PIPE rXt' RWD. BLOCK - J// ZE PER PLAN �Y �N' LATERAL LINE FmING WITH NIPPLE S DEPTH OF 3' MAX. LENGTH -1S 3/8' PEA -GRAVEL PVC MAINLINE DIRECT BURIAL PRESSURE UNE NOTES: COMMON WIRES CONTROL WIRE FITTINGS LOW VOLTAGE _ _ - _ (MAIN OR LATERAL) IN SLOPE CONDITIONS ALWAYS PLACE EMITTER ON HIGH SIDE OF SLOPE CONTROL WIRES _ - 1/4- DIST. TUBING IS NOT TO EXCEED r ABOVE GRADE NOTE: LOCATE VALVE BOXES WITHIN e' OF HARDSCAPE EDGE/SIDEWALK WHERE EASILY ACCISSIOLE, IN SHRUB/GROUNDCOVER PLANTING AREA WHERE POSSIBLE. 91 DRIP EMITTER 5 REMOTE CONTROL VALVE 1 TRENCHING WATERPROOF CONNECTORS - INSTALL AS PER 1/47 POLYETHYLENE POLYET/ENE FlF% NOSE ENMTUBING 5' MAX.)•u e[ uMna mle MANUFACTURER'S INSTRUCTIONS REDUCED PRESSURE BALL VALVE / ( ) RECTANGULLAR%v'VE BOX EK WITH PLASTIC TAG WITH VALVE STATION HUMBER ID BACKFLOW PREVENTER THREADED NIPPLE DECOMPOSED GRANITE z roLrttKrlo[ DKrtu VALVE NO. ON LOCKING U. eAll VALVE 9E ELL (TYPICAL) Af FINISHED GRADE sA^+Ki x rvcm REMOTE CONTROLVN.VE uo lonrt0 m a1Ect EXPANSION CURLS 'WYE' STRAINER PLANT wIa rta. ro MPRESSURE REGULATORrowu or M M os 18' Ma.. NARDSCAPE SEE IRRIGATION E K.c Ir in. LEGEND IF SPECIFIED SEE 1 FINISH GRADE IRRIGATION LEGEND UNION UNION 4.1 s�rarn"" 1 -Ili • Z lr ', I , w DKTTE. IAti— A PVC SCH. SO UNION 11111 11111— ` �L VALVE L� BOWSMIN SL — SERIES PORT EMITTER OR APPROVED J �� v1N� PVC SCH. 80 UNION tV 5— 1e410YGn ole 11D1 t. aAWr EQUAL. LOCATE ON UPHILL. SIDE OF PLANT CENTERLINE Mmm1rlAra� i� epe PVC ELL 'l ' PVC ELL I \ no — t+wa. s 17. 1/r PVC SCH 40 MALE ADAPTER . �-- - . PVC NIPPLE L,. ` �;. .yxL .. - .\. y PLANT PR SUPPLT UNE GRADE I/r PVC SCH 40 Film1 CUFTPEA GRAVEL PER LOCAL AG. PRODUCTS - 1/r . . I.P.S. CODE F+{�}---� BRASS MAINLINE - - REPROVE VINYL PVL PIPE OR MWD. BLOCK PIPE TO MASTER BRAS APPROVED EQUAL BRASS MAINLINE FLOW VALVE 3/4- PVC CL 200 LATERAL 1/27 PVC SCH. 40 9E ELBOW TO BACKFLOW lZ'XlrXir CONCRETE INSTALL BUSHING AS REO. 1/r PVL CL 315 PIPE FLOW SCH. 80 PVC MAINUNE ELL THRUST BLOCK NOTE: COMMON WIRES CONTROL WIRE SKI. NOTE: ALL ASSEMBLY PARTS (THREADED NIPPLES, FITTINGS, ETC.) SHALL BE LOCATE VALVE BOXES WITHIN G OF HARDSCAPE EDGE/SIDEWALK WHERE EASILY ACCESSIBLE, N GALVANIZED OR BRASS PER LOCAL CODES AND REQUIREMENTS SHRUB/GROUNDCOVER PLANTING AREA WHERE POSSIBLE. 101 BOWSMITH - SINGLE OUTLET EMITTER 6 REMOTE CONTROL MASTER VALVE 2 REDUCED PRESSURE BACKFLOW PREVENTER 1/4- POLYETHYLENE FLEX HOSE EMMITER TUBING (5' MAX.) DECOMPOSED GRANITE-V�.-ES P'BV' LANT AMETEK RECTANGULAR VALVE FINISHED GRADE - E CONTROLLER (REFER TO LEGEND) BOX W/ BRANDED ON TOP 8' Mo.. SWIVEL OUTLET 90' ELBOW ITER 0• Min. IMRDSCAPE SEE -SCH FINISH GRADE 111110L. -r ,yz4 , ,. ,�r WALL 1. PSE COEWI D r10Q K. H RS: -.5, y„ FOA — e3 120 VOLT POWER SUPPLY KOWEtK01a. WILES IN CONDUIT PLANT PR T' ma y , 2. PJC CONDUIT - 2-1/2' L^ PVC SCH80 UNION ilwl IE rawer TWfID BOWSMITH ML 200 SERIES FINISH GRADE OR FlNSN SURFACE AIW lafY,lm ro iEECT �.I MULTI -PORT EMITTER OR MAINUNE - 4.ta Ro. ro M APPROVED EQUAL LOCATE NC NIKE ADAPTOR row EA ar M M ew S SWEEP ELL - KAIC lr r /��( ON UPHILL SIDE OF PLANT II 3, NUMBER OF OFIENA IS NC .. ,� I CENTERUNE OF DIRECT BURIAL WIRES �/ � I 11TADA we scH 4e MALE % (TOSINGLE STROTE C TROLCOPPV _ . omlw nls.c \ i /�' ADAPTER I (TO REMOTE CONTROL VALVES) L p DReDt Igry ae AG. PRODUCTS 1/2' I.P.S. - ZX4 RWD. BLOCK FLEXIBLE VINYL P/C PIPE TM -._' PFA GRAVEL I.n TEAM aatAn. - OR APPROVED EQUAL. BALL VALVE PVL scH 80 WI EE. RANT PIT Dania T.1L ) THREADED NIPPLE AID �� sHv>. IE eY' 1/r PVC SCH 4e FITTING 11 �• ALL WIRING TO BE INSTALLED NOTE: PER LOCAL CODE. LOCATE VALVE BOXES WITHIN 6• OF 1W2DSCAPE EDGE/SIDEWALK, WHERE EASILY ACCESSIBLE, IN SHRUB/GROUNDCOVER PLANTING AREA WHERE POSSIBLE. 11 BOWSMITH - MULTI -OUTLET EMITTER 14'XIYXIr AMETEK RECTANGULAR VALVE WATERPROOF CONNECTORS - INSTALL AS PER MANUFACTURER'S INSTRUCTKNIS SALCO BUG CAP EMITTER - SEE LEGEND BOX WITH VALVE NO. ON LOCKING UO REMOTE CONTROL VALVE TAG — VALVE 1/117 DIST. TUBING MAIL LENGTH 5' EXPANSION CURLS BER ID� STATIIS' 1Mini WRDSGIPE WITH 2 -6' EXTENSIONS CABLE (AEF 9516-ZSP) () FLUSH IN TURF,LID FINISH GRADE f 'l WALK, PAVEMENT OR OTHER STRUCTURE S Ili= 1 iI1- 1I _ - II IIIA; I' x 1A* rT ' - PVC SCR. 80 UNION PVC SCR. BB UNION _ TO SPRINKLERS. ANGLE PVC ELL O TO SPECIFIED DEPTH WITH 45 DEGREE ELLS PVC NIPPLE Ii b - _ NON -PRESSURE UNE ,c 1 CU. FT. PFA GRAVEL - 1 = (LATERAL PIPE) SELF RUSH J� PVC TO POLY FITTING 51 LATERAL LINE PIPE rXt' RWD. BLOCK - J// ZE PER PLAN �Y �N' LATERAL LINE FmING WITH NIPPLE S DEPTH OF 3' MAX. LENGTH -1S 3/8' PEA -GRAVEL PVC MAINLINE DIRECT BURIAL PRESSURE UNE NOTES: COMMON WIRES CONTROL WIRE FITTINGS LOW VOLTAGE _ _ - _ (MAIN OR LATERAL) IN SLOPE CONDITIONS ALWAYS PLACE EMITTER ON HIGH SIDE OF SLOPE CONTROL WIRES _ - 1/4- DIST. TUBING IS NOT TO EXCEED r ABOVE GRADE NOTE: LOCATE VALVE BOXES WITHIN e' OF HARDSCAPE EDGE/SIDEWALK WHERE EASILY ACCISSIOLE, IN SHRUB/GROUNDCOVER PLANTING AREA WHERE POSSIBLE. 91 DRIP EMITTER 5 REMOTE CONTROL VALVE 1 TRENCHING WATERPROOF CONNECTORS - INSTALL AS PER 1/47 POLYETHYLENE POLYET/ENE FlF% NOSE ENMTUBING 5' MAX.)•u e[ uMna mle MANUFACTURER'S INSTRUCTIONS REDUCED PRESSURE BALL VALVE / ( ) RECTANGULLAR%v'VE BOX EK WITH PLASTIC TAG WITH VALVE STATION HUMBER ID BACKFLOW PREVENTER THREADED NIPPLE DECOMPOSED GRANITE z roLrttKrlo[ DKrtu VALVE NO. ON LOCKING U. eAll VALVE 9E ELL (TYPICAL) Af FINISHED GRADE sA^+Ki x rvcm REMOTE CONTROLVN.VE uo lonrt0 m a1Ect EXPANSION CURLS 'WYE' STRAINER PLANT wIa rta. ro MPRESSURE REGULATORrowu or M M os 18' Ma.. NARDSCAPE SEE IRRIGATION E K.c Ir in. LEGEND IF SPECIFIED SEE 1 FINISH GRADE IRRIGATION LEGEND UNION UNION 4.1 s�rarn"" 1 -Ili • Z lr ', I , w DKTTE. IAti— A PVC SCH. SO UNION 11111 11111— ` �L VALVE L� BOWSMIN SL — SERIES PORT EMITTER OR APPROVED J �� v1N� PVC SCH. 80 UNION tV 5— 1e410YGn ole 11D1 t. aAWr EQUAL. LOCATE ON UPHILL. SIDE OF PLANT CENTERLINE Mmm1rlAra� i� epe PVC ELL 'l ' PVC ELL I \ no — t+wa. s 17. 1/r PVC SCH 40 MALE ADAPTER . �-- - . PVC NIPPLE L,. ` �;. .yxL .. - .\. y PLANT PR SUPPLT UNE GRADE I/r PVC SCH 40 Film1 CUFTPEA GRAVEL PER LOCAL AG. PRODUCTS - 1/r . . I.P.S. CODE F+{�}---� BRASS MAINLINE - - REPROVE VINYL PVL PIPE OR MWD. BLOCK PIPE TO MASTER BRAS APPROVED EQUAL BRASS MAINLINE FLOW VALVE 3/4- PVC CL 200 LATERAL 1/27 PVC SCH. 40 9E ELBOW TO BACKFLOW lZ'XlrXir CONCRETE INSTALL BUSHING AS REO. 1/r PVL CL 315 PIPE FLOW SCH. 80 PVC MAINUNE ELL THRUST BLOCK NOTE: COMMON WIRES CONTROL WIRE SKI. NOTE: ALL ASSEMBLY PARTS (THREADED NIPPLES, FITTINGS, ETC.) SHALL BE LOCATE VALVE BOXES WITHIN G OF HARDSCAPE EDGE/SIDEWALK WHERE EASILY ACCESSIBLE, N GALVANIZED OR BRASS PER LOCAL CODES AND REQUIREMENTS SHRUB/GROUNDCOVER PLANTING AREA WHERE POSSIBLE. 101 BOWSMITH - SINGLE OUTLET EMITTER 6 REMOTE CONTROL MASTER VALVE 2 REDUCED PRESSURE BACKFLOW PREVENTER 1/4- POLYETHYLENE FLEX HOSE EMMITER TUBING (5' MAX.) DECOMPOSED GRANITE-V�.-ES P'BV' LANT AMETEK RECTANGULAR VALVE FINISHED GRADE - E CONTROLLER (REFER TO LEGEND) BOX W/ BRANDED ON TOP 8' Mo.. SWIVEL OUTLET 90' ELBOW ITER 0• Min. IMRDSCAPE SEE -SCH FINISH GRADE 111110L. -r ,yz4 , ,. ,�r WALL 1. PSE COEWI D r10Q K. H RS: -.5, y„ FOA — e3 120 VOLT POWER SUPPLY KOWEtK01a. WILES IN CONDUIT PLANT PR T' ma y , 2. PJC CONDUIT - 2-1/2' L^ PVC SCH80 UNION ilwl IE rawer TWfID BOWSMITH ML 200 SERIES FINISH GRADE OR FlNSN SURFACE AIW lafY,lm ro iEECT �.I MULTI -PORT EMITTER OR MAINUNE - 4.ta Ro. ro M APPROVED EQUAL LOCATE NC NIKE ADAPTOR row EA ar M M ew S SWEEP ELL - KAIC lr r /��( ON UPHILL SIDE OF PLANT II 3, NUMBER OF OFIENA IS NC .. ,� I CENTERUNE OF DIRECT BURIAL WIRES �/ � I 11TADA we scH 4e MALE % (TOSINGLE STROTE C TROLCOPPV _ . omlw nls.c \ i /�' ADAPTER I (TO REMOTE CONTROL VALVES) L p DReDt Igry ae AG. PRODUCTS 1/2' I.P.S. - ZX4 RWD. BLOCK FLEXIBLE VINYL P/C PIPE TM -._' PFA GRAVEL I.n TEAM aatAn. - OR APPROVED EQUAL. BALL VALVE PVL scH 80 WI EE. RANT PIT Dania T.1L ) THREADED NIPPLE AID �� sHv>. IE eY' 1/r PVC SCH 4e FITTING 11 �• ALL WIRING TO BE INSTALLED NOTE: PER LOCAL CODE. LOCATE VALVE BOXES WITHIN 6• OF 1W2DSCAPE EDGE/SIDEWALK, WHERE EASILY ACCESSIBLE, IN SHRUB/GROUNDCOVER PLANTING AREA WHERE POSSIBLE. 11 BOWSMITH - MULTI -OUTLET EMITTER 71 WALL -MOUNT CONTROLLER 31 BALL VALVE JUMBO PLASTIC VALVE BOX TWO (2) CONDUCTOR, SHIELDED OX AMETEK ROUND VALVE BOX HARDSCAPE WITH 2 -6' EXTENSIONS CABLE (AEF 9516-ZSP) () FLUSH IN TURF,LID WITH AND LOCKING COVER CONNECTION TO TRANSMITTER Y IN SHRUB MFRS Ili Max. r� 1S Mac IX11CK COUPLIUD NG VALVE 6' Min. FINISH GRADE S MM' FINISH GRADE BLACK WATERPROOF RED EXTENSION *' CONNECTORS JUMBO BO% 7•X4' RWD. BLOCKS FLOW SENSOR RED BUCK io RPE SIZE EQUAL TO FLOW SENSOR SIZE STAINLESS STEEL SCREW CLAMPS PEA GRAIL FLOW _� PVC 90 STREET ELLS YlM►L Rf����BEF SCH 80 NIPPLE � 80 NIS WC 90 STREET ELL YX4' RWD. BLOCK 10X PIPE DIA SX PIPE DK OR COMMON BRICK /4 RE -BAR STAKE PRESSURE MAINLINE FITTING (24' LONG) SRT OR DIRECTION AT DEEP SIZE OR DIRECTION AT MAINLINE IRK PI P DISTANCE EQUAL TO S RPE PEA GRAVEL DISTANCE FOWL TO S% PIPE EL O 5X 04INEIER FROM FLOW SENSOR SUMP DIAMETER FROM FLOW SENSOR NOTE: (IF REWIRED) AR LOCATE VALVE BOXES WITHIN Or OF HARDSCE EDGE/SIDEWALK WHERE EASILY ACCESSIBLE. N SHRUB/GROUNDCOVER PUNTING AREA WHERE POSSIBLE. 6inigFn= 153 COrdevile Road, Suite 210 Southbaoutn, MA 01772 L 508 229 0032 IEEUE/REVISMN RECORD 011E OEKRFMN _ 15 CIDO III 01111 1111S I SET PROFERINU L SEAL lbTEti1011Al m cou R G 1 45941 WIIKJN, RRA MOJECT YAYAOlR_-_ GREGG BLOM OYALITV COOTER - GREGG BUNETT ORAWM R -- - JV PROJECT OAIWE WHEAT RIDGE COLORADO 12300 WEST 44TH AVE. EMP/IZE PROJECT =Nun 20150090.0 SHEET TITLE IRRIGATION DETAILS SHEET ROMRER 1.2.1 NOT ISSUED FOR CONSTRUCTION NORTH EAST WEST SOUTH 6reenberltorm 1430 West Peachtree St NW, Suite 200 Atlanta. GA 30309 t 404 6014000 12300 WEST 44th AVE WHEAT RIDGE, COLORADO EMPIRE PETROLEUM BUILDING ELEVATIONS SCALE 3/16"=1-0" 09.18.15 Greenberghrrow September 14, 2015 To David F. Brossman, PLS Development Review Engineer City of Wheat Ridge 7500 W. 291h Avenue Wheat Ridge, CO 80033-8001 Dear Mr. Brossman: Project Empire Petroleum Project # 20150090.0 Re Drainage Letter (12300 W. 44"' Ave.) 153 Cordaville Road Suite 210 Southborough, MA 01772 t: 508 229 0032 ATLANTA LOS ANGELES NEW JERSEY CHICAGO NEW YORK DALLAS BOSTON COLUMBUS WISCONSIN BENTONVILLE PHILADELPHIA FRESNO SEATTLE SHANGHAI MEXICO CITY The purpose of this letter is to detail the proposed best management practices needed to achieve water quality of post construction storm water runoff associated with the proposed development of an Empire Petroleum Gas Station and Convenience Store located on West 44th Avenue in Wheat Ridge, CO. The information within this letter will demonstrate that, this project was engineered in compliance with the City of City of Wheat Ridge, "Site Drainage Requirements", revision date October 2014 and the Urban Drainage and Flood Control District (UDFCD) "Urban Storm Drainage Criteria Manual", dated April 2011. Predevelopment Conditions The project site is located at 12300 West 44`h Avenue which is at the southeast corner of West 44`h avenue and Vivian Street and currently operates as an active gasoline station. The existing premise area is approximately 22, 069 SF (0.507 acres). The area is currently zoned C-1 (Commercial -One District). The site is surrounded by commercial restaurants, retail facilities and residential properties. Access to the site is provided by two curb cuts located on West 44th Avenue and one curb cut on Vivian Street. See locus map in the attachments. The locus parcel is not located within a flood hazard zone per FEMA Flood Insurance Rate Map 08059C0194F, dated February 5, 2014, nor does it contain wetlands or endangered species habitat. Refer to Attachments for FIRM Map. The existing site contains an existing building and canopy structure. The existing surfaces within the site are fairly level and consists mainly of bituminous and concrete pavement with few landscaping areas to the east, west and south property boundaries that consist of mainly of stone with some trees. The site currently contains approximately 17,645 SF of impervious area. The site generally slopes to the north and east, directing runoff towards West 44"' Avenue to the north and Vivian Street to the east where it is intercepted by the existing municipal storm sewer system. See Grading and Drainage plan in the Attachments for additional information. The NRCS Web Soil Survey lists the soils underlying the site as 89 — Loveland variant gravelly sandy loam, 0 to 2 percent slopes, Hydrologic Soil Group B (HSG B). Groundwater elevations in the immediate area fluctuated between 2 and 5 feet. In general, soils classified by the Natural Resource Conservation Service in Hydrologic Soil Group B have a low runoff potential and very high infiltration rates when thoroughly wetted. Sites with soils in the HSG B are well suited for infiltration BMPs. See attachments for NRCS soil map and data. Post Development Conditions The project proposes to install a 4,000 SF building, pavement, sidewalk, curbing, landscaping and utilities. The existing canopy, pumps, storage tanks, and majority of the existing concrete & asphalt pavement will remain. The proposed redevelopment will disturb approximately 9,137 SF of impervious area. Per the requirements listed in the current City of Wheat Ridge, "Site Drainage Requirements", the development is to be classified as a "Moderate Commercial Redevelopment". Based on our determination of the type of development designation for this project and per the City's Site Drainage Requirements, we are required to address 100% Water Quality Capture Volume (WQCV) for only the additional impervious P1201512015009001800 civi11999 stormwater\Stormwater Letter_Report.dou area, but are not subject to flood attenuation storm water detention. The amount of impervious area provided after construction will total approximately 17,660 SF. Comparing the impervious areas between existing and proposed conditions it has been determined that there will be a increase in impervious area by approximately 15 SF under proposed conditions. Using the Equation 3-1 provided in the UDFCD manual, the estimated WQCV was calculated to be 0.45 CF. See calculation sheet in attachments. Considering the proposed site limitations and design constraints, the use of surface BMP's does not appear to be feasible. Using the calculated WQCV and the existing soil information provided we are proposing to direct the Roof Runoff to a designated subsurface infiltration BMP consisting of installing two (2) StormTech SC -310 chambers embedded in a 17' (L) x 5' (W) X 2.33' (D) stone trench (see attachments for layout and specifications). The total storage volume provided by this system is 88.53 CF of which 55.39 CF of storage is provided below the outlet invert for infiltration. A soil infiltration rate 0.64 in/hr, was obtained from Table 3-3 of the UDFCD manual based on soil type and drain time for storage based BMP resulting in a drain time12.22 hours. Refer to the information provided in the attachments for design assumptions & methodologies. We hope that this information we have provided will allow you to make a determination that the storm water assumptions and methodologies used in this letter are in compliance the City's standards. If you have any questions or require any additional information please do not hesitate to contact me at any time. Sincerely, kA— Gregg Burnett Senior Project Manager Attachments: Locus Map FEMA FIRM Map NRCS Soil Map and Data WQCV - Equation 3-1 Table RO-3 – Recommended % Impervious Values (UDFCD) Table RO-5 – Runoff Coefficients, C (UDFCD) Table 3-3 – Infiltration rates for IRF Calculations (UDFCD) Figure 5-1 – Time -Intensity -Frequency Curves (City of Wheat Ridge "Site Drainage Requirements") StormTech SC -310 Chamber Specifications WQCV and Infiltration (BMP) Calculation Sheet RQ01512015009001800 OW\999 Stormwater\Stormwater Letter_Report.dou uu W60TH AVE - r w �. Candlelight W 58TH AVE ,..'✓l - '5600'W 58TH AVE W 58 T AVE f ; W 56TH DR a J � s y156Trr /R Rambo R'd c --.. fes.. W 54 r AVE - f �,:�,T W 54Tii DR FAI RMOUN7' W 52ND AVE . __ 1." t ' ' J ! W 52ND AVE 5 MOUNT o ttllK+E R� -1 ` l� ~ CEMETERY Mount 1 J Olivet "I t u tail q` 1� d m wSITE 3 W 48TH AVE t Olivet Ce X� i 45 rH DR Y - '� W 44TH AVE l W 44TH AVE f` DR. �(tD )nhf,l' l,,rke 5850- 0 0 WHEAT RIDGE w W \ i j W 387H AVE O \°i o a Applewood Village z i APplewoodGolf .' _. `"35THAVE LenaGufch s Course 5500 t r $ ✓! 4 -W 32ND AVE : r r 'W 32ND AVE N l -P __ w 30TH4VE-� i ' " ���LjI �V � ,• a Li 0 1,000 2,000 4,000, "'morn �: �PPLEWOO y<:, FABAPPEC BERRY RD GRAPHIC SCALE: 1" = 2,000' I�, s6n� a W 27TH AVE oq RD Greenber9faffow EMPIRE PETROLEUM PROJECT NUMBER: 153 Cordaville Road, Suite 210 12300 WEST 44TH AVE., WHEAT RIDGE, CO 20150090'0 Southborough, MA 01772 LOCUS MAP SHEET 1 OF 1 t: 508 229 0032 DATE: 06/02/15 06T£064 MAT 8 050 MAT A e50T OLT£OW OST£OW 0£T£0b6 OTT£OW 060£0" z OLO£OW g rX MAT 8 o50T z TsT: NO — N m NTA tTy 10 a T m Z U) Z� d � U) .. _ w o (D U) n Qgo z m c o m Z ODOD x 3 R o m m 0 N o OC 0 yQ w C, oL 41 7 m C ZQ ZU M 8T $ a50T q 00 N N N N [V m d Z 71 i C) p N CV) — a) mO p O N m O C YO UUj m O O) Q) fV N m Ca o ai > o U N N U a C m m 'D > ¢ I a) N 3 p m > o U n _� Z (d ° a 0 aNi v n=3o a� U m E v� N >> D N E c o c o E Z CL ° U N 41 w c 7 o n > j m "- ma ` C °J O r N CL m - U N o m E Na O E ai n �a n O a) m C a� «L Q m N U) m d E C o m O N E m m N N a) a) C7 N O L O m 2 L cr O L 7 Q N b w E m Z (n o w -0 N O Z ¢ p m N 3 E N L o d c C O w .- m m n m m O H D� 3 m 0 _O m N a L 3 y m C N LL o D U m Y N `° cr5 N N o a L n L C N 2 m U% � O U o O_ f6 C N O °. Q O o E (>u a_ 3c c� o� g � m =c a ani :D (/) a� U ma m n- 'a> 5 LL v a� o c O N a c m N 3: 3 E �0O ° E C, a L Z N a d m O to O a) c Q) n d' 2 .2 O a Y C C c0 O y m L d y E .0 N Q) >, !L E c ��oaoi m ��a'no any ° E aNE nL 0 a�a� o oa)a5 c �� m o�� c> ° m a 3 a`>�.... y CQ _ m° m> L Z E L a UO m L = y n m E mEL >,� n m N a�� o m m oa» � O a L ~, C 2 n Z T a) � m� a O) S? a) 0 m E 0�� 7 7 in a) >^ 41 7 3 C m NC S U >. a) 0 C N E o O m p C m Q 0 O 'O .O 2 N d m CL m 7 ° N c E 'L' c a� N N N U� C "- c N m N V n N 7 m >, m y C n m L mNUN C� (4 'O mm N U 7aO O O O n.a?myU m° N 'n y> L m a° -7Z 0 E E a V m o n° m mEmE F- w E nm a E cn�U � noQ (c4 F � 0 7 UU O co �cp( FL L) E= o N N w m LL U L m ca C C m y a N co¢` O J N f0 y E y C1 O Q N 70 t d 5 0 2 y t y Ca N 2 ° 2ca (n (n > S? (n a (n O a _y 7 J O¢ 0 a+ C i O 4 `0 4 0 O a y O m W U 3 m w J a 0 Q 0 n v m y C O C 'p C O Q i>V (n a N y d J LL y yyj m E > z y N =�7 O c c m m m r0 S a d °o. S a - _ 3 3 ° o 07 U m o m (n ° n w (n '^ y (n _ 5 `2 m o LL 3 (n O v a w LL t o w 0 O y > 2 0 5 (n m O O O 3 C O T N O m > > a m m C m (` > m a1 C N Y U C a N y C > a U a ¢ (n (n (n co _O m U U C7 C� J J G d d' (n C U) <n In <n V) CL A y o 0 c Q 00 N N N N [V m d Z 71 i Soil Map—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Map Unit Legend Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (CO641) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 2 Alda-Niwot complex, 0 to 2 0.0 0.1% percent slopes 89 Loveland variant gravelly sandy 3.8 99.9% loam, 0 to 2 percent slopes Totals for Area of Interest 3.8 100.0% USDA Natural Resources Web Soil Survey 5/22/2015 i—M Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description: Loveland variant gravelly sandy loam, 0 to 2 percent slopes ---Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties 89—Loveland variant gravelly sandy loam, 0 to 2 percent slopes Map Unit Setting National map unit symbol: jpql Elevation: 5,200 to 6,500 feet Mean annual precipitation: 13 to 17 inches Frost -free period: 126 to 142 days Farmland classification: Prime farmland if irrigated and drained Map Unit Composition Loveland variant and similar soils: 85 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Loveland Variant Setting Landform: Valley floors, stream terraces Down-slope shape: Linear Across -slope shape. Linear Parent material: Calcareous, gravelly, loamy alluvium Typical profile H1 - 0 to 9 inches: gravelly sandy loam H2 - 9 to 12 inches: gravelly sandy clay loam H3 - 12 to 28 inches: very gravelly sandy loam H4 - 28 to 60 inches: very gravelly sand, very gravelly loamy sand H4 - 28 to 60 inches: Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 2.00 in/hr) Depth to water table: About 24 to 60 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): 2s Land capability classification (nonirrigated): 3s Hydrologic Soil Group: B t "IM Natural Resources Web Soil Survey 5/22/2015 1� Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description: Loveland variant gravelly sandy loam, 0 to 2 percent slopes ---Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Ecological site: Overflow (R049XY036CO) Data Source Information Soil Survey Area: Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Survey Area Data: Version 9, Sep 22, 2014 USDA Natural Resources Web Soil Survey 5/22/2015 Conservation Service National Cooperative Soil Survey Page 2 of 2 Chapter 3 Calculating the WQCV and Volume Reduction 3.0 Calculation of the WQCV The first step in estimating the magnitude of runoff from a site is to estimate the site's total imperviousness. The total imperviousness of a site is the weighted average of individual areas of like imperviousness. For instance, according to Table RO-3 in the Runoff chapter of Volume 1 of this manual, paved streets (and parking lots) have an imperviousness of 100%; drives, walks and roofs have an imperviousness of 90%; and lawn areas have an imperviousness of 0%. The total imperviousness of a site can be determined taking an area -weighted average of all of the impervious and pervious areas. When measures are implemented minimize directly connected impervious area (MDCIA), the imperviousness used to calculate the WQCV is the "effective imperviousness." Sections 4 and 5 of this chapter provide guidance and examples for calculating effective imperviousness and adjusting the WQCV to reflect decreases in effective imperviousness. The WQCV is calculated as a function of imperviousness and BMP drain time using Equation 3-1, and as shown in Figure 3-2: WQCV = a(0.9113 — 1.1912 + 0.781) Equation 3-1 Where: WQCV = Water Quality Capture Volume (watershed inches) a = Coefficient corresponding to WQCV drain time (Table 3-2) = Imperviousness (%/100) (see Figures 3-3 through 3-5 [single family land use] and /or the Runoff chapter of Volume 1 [other typical land uses]) Table 3-2. Drain Time Coefficients for WQCV Calculations Drain Time hrs Coefficient a 12 hours 0.8 24 hours 0.9 40 hours 1.0 Figure 3-2, which illustrates the relationship between imperviousness and WQCV for various drain times, is appropriate for use in Colorado's high plains near the foothills. For other portions of Colorado or United States, the WQCV obtained from this figure can be adjusted using the following relationships: WQCV WQCVother = d6 ( 0.43 1 Equation 3-2 Where: WQCV = WQCV calculated using Equation 3-1 or Figure 3-2 (watershed inches) WQCV.,h, = WQCV outside of Denver region (watershed inches) d6 = depth of average runoff producing storm from Figure 3-1 (watershed inches) August 2011 Urban Drainage and Flood Control District 3-5 Urban Storm Drainage Criteria Manual Volume 3 DRAINAGE CRITERIA MANUAL (V. 1) Table RO-3—Recommended Percentage Imperviousness Values Land Use or Surface Characteristics Percentage Imperviousness Business: Commercial areas 95 Neighborhood areas 85 Residential: Single-family Multi -unit (detached) 60 Multi -unit (attached) 75 Half -acre lot or larger Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off-site flow analysis (when land use not defined) 45 Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0 * See Figures RO-3 through RO-5 for percentage imperviousness. C,, = KA + (1.31i3 –1.441 2 + 1.135i – 0.12) for C, >_ 0, otherwise CA= 0 (RO-6) C,.,, = KCD + (0.858i3 –0.786i2 + 0.774i + 0.04) (RO-7) Ca=(CA+CGS)/2 RUNOFF 2007-01 RO-9 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) Table RO-5- Runoff Coefficients, C Percentage Imperviousness Type C and D NRCS Hydrologic Soil Groups 2 -yr 5 -yr 10- r 5 -yr 50 -yr 100- r 0% 0.04 0.15 0.25 0.37 0.44 0.50 5% 0.08 0.18 0.28 0.39 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 0.14 0.24 0.32 0.43 0.49 0.54 20% 0.17 0.26 0.34 0.44 0.50 0.55 25% 0.20 0.28 0.36 0.46 0.51 0.56 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 40% 0.28 0.35 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 0.55 0.59 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 0.48 0.55 0.58 0.62 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 0.68 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 85% 0.66 0.68 0.71 0.75 0.77 0.79 90% 0.73 0.75 0.77 0.80 0.82 0.83 95% 0.80 0.82 0.84 0.87 0.88 0.89 100% 1 0.89 0.90 0.92 0.94 0.95 0.96 TYPE B MRCS HYDROLOGIC SOILS GROUP 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 0.25 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 0.41 0.46 30% 0.18 0.25 0.32 0.39 0.43 0.47 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% 0.26 0.32 0.38 0.44 0.48 0.51 50% 0.29 0.35 0.40 0.46 0.49 0.52 55% 0.33 0.38 0.43 0.48 0.51 0.54 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0.45 0.49 0.54 0.570.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 80% 0.57 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 RUNOFF 2007-01 RO-11 Urban Drainage and Flood Control District RUNOFF RO-12 DRAINAGE CRITERIA MANUAL (V. 1) TABLE RO-5 (Continued) -Runoff Coefficients, C Percentage Im erviousness Type A NRCS Hydrologic Soils Group 2 -yr 5 -yr 10- r 25 -yr 50- r 100- r 0% 0.00 0.00 0.05 0.12 0.16 0.20 5% 0.00 0.02 0.10 0.16 0.20 0.24 10% 0.00 0.06 0.14 0.20 0.24 0.28 15% 0.02 0.10 0.17 0.23 0.27 0.30 20% 0.06 0.13 0.20 0.26 0.30 0.33 25% 0.09 0.16 0.23 0.29 0.32 0.35 30% 0.13 0.19 0.25 0.31 0.34 0.37 35% 0.16 0.22 0.28 0.33 0.36 0.39 40% 0.19 0.25 0.30 0.35 0.38 0.41 45% 0.22 0.27 0.33 0.37 0.40 0.43 50% 0.25 0.30 0.35 0.40 0.42 0.45 55% 0.29 0.33 0.38 0.42 0.45 0.47 60% 0.33 0.37 0.41 0.45 0.47 0.50 65% 0.37 0.41 0.45 0.49 0.51 0.53 70% 0.42 0.45 0.49 0.53 0.54 0.56 75% 0.47 0.50 0.54 0.57 0.59 0.61 80% 0.54 0.56 0.60 0.63 0.64 0.66 85% 0.61 0.63 0.66 0.69 0.70 0.72 90% 0.69 0.71 0.73 0.76 0.77 0.79 95% 0.78 0.80 0.82 0.84 0.85 0.86 100% 0.89 0.90 0.92 0.94 0.95 0.96 2007-01 Urban Drainage and Flood Control District Chapter 3 Calculating the WQCV and Volume Reduction Table 3-3 provides average infiltration rates that should be used for IRF calculations as a function of soil type and drain time. Table 3-3. Infiltration Rates (n for IRF Calculations Soil Type Conveyance- based' in/hr 12 -hours in/hr Storage -based 24 -hours in/hr 40 -hours in/hr Sand 5.85 5.04 4.91 4.85 Loamy Sand 1.92 1.40 1.31 1.27 Sandy Loam 1.04 0.64 0.56 0.52 Silt Loam 0.83 0.46 0.39 0.35 Loam 0.43 0.24 0.20 0.18 Sandy Clay Loam 0.34 0.16 0.13 0.11 Silty Clay Loam 0.27 0.13 0.10 0.08 Clay Loam 0.26 0.13 0.10 0.08 Silty Clay 0.18 0.08 0.06 0.05 Sandv Clay 0.16 0.08 0.06 0.05 Clay 0.12 0.05 0.04 0.03 Values for conveyance -based BMPs are based on a 2 -hour duration. When using Figure 3-9 and Figure 3-10, it is important to understand that the curves are based on ratios of infiltration and precipitation rates, not depths. Therefore the f/l = 2.0 curve could represent soils an average infiltration rate of 1 inch per hour and an event with a total precipitation of 0.5 inches in 1 hour (i.e., an event with a total depth that is roughly the same as the WQCV) or a longer event, such as 2.0 inches over 4 hours, which still would have a rainfall intensity of 0.5 inches per hour but that would have a total precipitation depth and overall runoff volume greater than the WQCV. Therefore, when using the storage -based curves in Figure 3-10 for small events, it is important to check the total precipitation depth as well as the f/I ratio. In cases where the total precipitation depth is less than 0.6 inches and the full WQCV is provided, the IRF, represented as K, can be set to 0 since all of the runoff will be captured by the storage -based BMP and released over an extended period, having minimal downstream effect on the timescale of an event. The UD -BMP worksheet approximates one-hour precipitation intensity as the one hour point precipitation depth and performs a check of the precipitation depth relative to the WQCV, assigning K = 0, when the precipitation depth is less than the WQCV for storage -based BMPs. August 2011 Urban Drainage and Flood Control District 3-17 Urban Storm Drainage Criteria Manual Volume 3 O E S IS W CL U 5 w U 4 r` iIn z w N 3 2 0 O 10 20 30 40 50 60 TIME IN MINUTES FIGURE 5 -1 EXAMPLE 5.2- TIME .2TIME — INTENSITY — FREQUENCY CURVES T. 3 S. , R.66 W. 5-1-84 URBAN DRAINAGE A FLOOD CONTROL DISTRICT 1 A recent subdivision has an approved Drainage Report/Plan on file. 50 Rev. 10/14 Reference the UDFCD Criteria Not required for a Preliminary Report I 4 �Y y .c. c, 2 YEAR 10 20 30 40 50 60 TIME IN MINUTES FIGURE 5 -1 EXAMPLE 5.2- TIME .2TIME — INTENSITY — FREQUENCY CURVES T. 3 S. , R.66 W. 5-1-84 URBAN DRAINAGE A FLOOD CONTROL DISTRICT 1 A recent subdivision has an approved Drainage Report/Plan on file. 50 Rev. 10/14 Reference the UDFCD Criteria Not required for a Preliminary Report StormTech SC -310 Chamber Designed to meet the most stringent industry performance standards for superior structural integrity while providing designers with a cost-effective method to save valuable land and protect water resources. The StormTech system is designed primarily to be used under parking lots thus maximizing land usage for commercial and municipalT.. applications. StormTech SC -310 C (not to scale) Nominal Chamber Speclticat)ons Size (L x W x H) 85.4' x 34.0"x 16.0" (2170 x 864 x 406 mm) Chamber Storage 14.7 ft3 (0.42 m3) Minimum Installed Storage` 31.0 ft' (0.88 m3) Weight 37.0 lbs (16.8 kg) Shipping 41 chambers/pallet 108 end caps/pallet 18 pallets/truck I 1 I `.- 12" (305 mm) = 6' DIA. MAX (150 mm) SC -310 End Cap 16.0" (4 � ) 7% —34.0" (864 mm) --1 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THC LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPLCIFICA T IDNS SECT ION 12.12 FCR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. SC -310 CHAMBER - Typical Cross 3M-24NCH CLEAN CRUSHED, ANGULAR SI ONE Section Detail AASHTO M288 CLASS (not to scale) NON -WOVEN GE 01 EX I ILL b � O w StormTech® Detention • Retention -Recharge Subsurface Stormwater Management" ACCEPTS 4'(100 mm) SCH 40 PIPE FOR OPTIONAL INSPECTION PORT 90.7' (2300 mm) SC -310 Chamber 85.4" (2170 mm) INSTALLED CHAMBERS SHALL MEET ASTM F 2922.12 -STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS. - GRANULAR WELL GRADED SOIUAGGREGATC MIXTURES, <35%FINES . COMPACT IN B IN LIFTS T096 -A PROCTOR DENSITY. SCE THC 1 ABLE OF ACCE PI ABLE FILL MA 1 LRIALS SC -310 END CAP PAVEMENT fronuw•�.rox srul •rrnw�ra I I nurrna HIOY vErenfs u.. ocan. g� NCIE/31: coWAro:. Nuts 18'(460 mm) (2440— MIN MAX B'(160 mm)NIN Y Q ♦ _� Y 'I 16' (406 0 mm) C� DEPTH TO BE DLI ERMINED BY DESIGN ENGINEER 6' (150 mm) M W. DESIGN ENGINEER IS RESPONSIBLE FOR J 6' (150 mm) MIN. I 34' (864 mm) —I 12' (3D5 mm) MIN. TYP. ENSURING I HE RLOUIRLD BEARING CAPACI I Y OF SUBGRADC SOILS' I HIS CROSS SECT ION DL [AILS I HE RLOUIRLMLN I S NECESSARY 10 SA I ISFY I HE LOAD FACT ORS SPECIFIED IN 1 HE AASHI O LRFU BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS USING STORMTECH CHAMBERS SC -310 Cumulative Storage Volumes Per Chamber Storage Volume Per Chamber Assumes 40% Stone Porosity. Calculations are Based Bare Upon a 6"(152 mm) Stone Base Under the Chambers. Chamber and Stone Chamber Stone Foundation Depth Storage in. (mm) I__ ...... _..-.._. Depth of Water Cumulative T it' (m3) 6 (150) 12 (305) 18 (460) in System Chamber Storage r StormTech SC -310 14.7 (0.4) 31.0 (0.9) 35.7(l.0) 40.4 (1.1) Inches (mm) 01)_ ___. - ...... Note: Storage volumes are in cubic feet per chamber Assumes 40% porosity for the 28 (711) ........... 14.70 (0.416) 31.00 (0.878) stone plus the chamber volume. 27 (686) 14.70 (0.416) 30.21 (0.855) Amount of Stone Per Chamber 26 (680) Stone 14.70 (0.4161_ - -- - 29.42 (0.833) -- - - - Stone Foundation Depth 25 (61 O) 14.70 (0.416) 28.63 (0.811) 24 609 _Cover 14.70 0.416 27.84 0.788 ENGLISH TONS (cuelc YARDS) 6" 12" 18" 23_(584) _-- 14.70 0.416 27.05 (0.766) StormTech SC -310 2.1 (1.5 yd') 2.7 (1.9 yd') 3.4 (2.4 y(l) ; 22 (559) 14.70 (0.416) 26.26 (0.748) METRIC KILOGRAMS (METER') 150 mm 305 mm 460 mm 21 (533) 14.64 (0.415) 25.43 (0.720) StormTech SC -310 1830 (1.1 m3) 2490 (1.5 m3) 2990 (1.8 m3) -mm) 20 (508) 14.49 (0.410) 24.54 (0.695) Note: Assumes 6'(1567 of stone above, and between chambers. 19 (483) 14.22 (0.403) - 23.58 0.668 ( ) I Volume of Excavation Per Chamber 18 (457) 13.68 (0.387) 22.47 (0.636) ..................... . 17 (432) 12.99 (0.368) 21.25 (0.602) Stone Foundation Depth 16 406 ( _ ) 1217 (0.345) 19.97 0.566 , 6" (150 mm) 12" (305 mm) 18" (460 mm) �-- 15 (381) 11.25 (0.319) 18.62 (0.52 StormTech SC -310 2.9 (2.2) 3.4 (2.6) 3.8 (2.9) 14 (356) 10.23 0.290 17.22 0.488 ) Note: Volumes are in cubic yards (cubic meters) per chamber. Assumes -6'(150- mm) 13 (330) 9.15 (0.260) 15.78 (0.4444 of separation between chamber rows and 18'(4M mm) of cover. The volume of 12 (305)7.99 - ------- -- (0.227) 14.29 (0.425_ excavation will vary as the depth of the cover increases. 11 (279) - 6.78 (0.192) 12.77 (0.3621 10 (254) ! 5.51 (0.156) 11.22 (0.318) STANDARD LIMITED WARRANTY OF STORMTECH LLC (`STORMTECM): PRODUCTS 9 (229) i I 4.19 (0.119) 9.64 (0.278) (A) This Limited Warranty applies solely to the StormTech chambers and endplates manufactured -.-- --.--_-�-- ._. ..) by StormTech and sold to the original purchaser (the 'Purchasei ). The chambers and endplates 8 (203) 2.83 (0.081) -� 8.03 (0.227) are collectively referred to as the -Products.' 7 (178) 4 1.43 (0_.041) 6.40 (0.181) B The structural ( ) integrity of the Products, when installed strictly in accordance with StormTech's written installation instructions at the time of installation, are warranted to the Purchaser against 6 152 _ O 4.74 10.134 ( ) defective materials and workmanshipfor one 1 (1) yew from the date of purchase. Should a de- de- 5 12 _ 0 3.95 0.112 ( ) fect appear in the Limited Warranty period, the Purchaser shall provide StormTech with written notice of the alleged defect at StormTech•s corporate headquarters within ten (10) days of the -----------(•------ 402) "--- _ Stone Foundation O 3.16 (0.090) discovery of the defect. The notice shall describe the alleged defect in reasonable detail. StormTech agrees to supply replacements for those Products determined by StormTech to be 3(76) - - _-- 0 2.37 (0.067) defective and covered by this Limited Warranty. The supply of replacement products is the sole remedy of the Purchaser for breaches of this Limited Warranty. StormTech's liability specifically O 1.58 (0.046) excludes the cost of removal and/or installation of the Products. - - --- 1 (25) -- -- -- 0 0.79 (C) THIS LIMITED WARRANTY IS EXCLUSIVE THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE PRODUCTS, INCLUDING (0.022) NO IMPLIED WARRANTIES OF MERCHANT -ABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. Note: Add 0.79 cu. ft. (0.022 in 3) of storage for each additional (D) T^is Lm led Wanany c,,ly applies to the Products when the Products are installed in a single layer. UNDER NO CIRCUMSTANCES, SHALL THE PRODUCTS BE INSTALLED IN A Inch (25 n1m) of stone foundation, MULTI -LAYER CONFIGURATION. (E) No representative of StormTech has the authority to change this Lirrited WananN in ary manner or to extend this Limited Warranty This Limited Warranty does not apply to any person other than to the Purchaser. (F) Under no circumstances shall StormTech be liable to the Purchaser or to any third party for prod- uct liability claims; claims arising from the design, shipment, or installation of the Products, or the cost of other goods or services related to the purchase and installation W the Products. For this Limited Warranty to apply, the Products must be installed in accordance with all site condi- tions required by state and local codes: all other applicable laws; and StormTech's mitten in- stallation instructions. (G) THE LIMITED WARRANTY DOES NOT EXTEND TO INCIDENTAL, CONSEQUENTIAL, SPE- CIAL OR INDIRECT DAMAGES. STORMTECH SHALL NOT BE LIABLE FOR PENALTIES OR LIQUIDATED DAMAGES, INCLUDING LOSS OF PRODUCTION AND PROFITS; LABOR AND MATERIALS; OVERHEAD COSTS; OR OTHER LOSS OR EXPENSE INCURRED BY THE PURCHASER OR ANY THIRD PARTY. SPECIFICALLY EXCLUDED FROM LIMITED WAR- RANTY COVERAGE ARE DAMAGE TO THE PRODUCTS ARISING FROM ORDINARY WEAR AND TEAR; ALTERATION, ACCIDENT, MISUSE, ABUSE OR NEGLECT; THE PRODUCTS BEING SUBJECTED TO VEHICLE TRAFFIC OR OTHER CONDITIONS WHICH ARE NOT PERMITTED BY STORMTECH'S WRITTEN SPECIFICATIONS OR INSTALLATION INSTRUC- TIONS; FAILURE TO MAINTAIN THE MINIMUM GROUND COVERS SET FORTH IN THE INSTALLATION INSTRUCTIONS; THE PLACEMENT OF IMPROPER MATERIALS INTO THE PRODUCTS; FAILURE OF THE PRODUCTS DUE TO IMPROPER SITING OR IMPROPER SIZING; OR ANY OTHER EVENT NOT CAUSED BY STORMTECH. THIS LIMITED WAR- RANTY REPRESENTS STORMTECH'S SOLE LIABILITY TO THE PURCHASER FOR CLAIMS RELATED TO THE PRODUCTS, WHETHER THE CLAIM IS BASED UPON CON- TRACT, TORT, OR OTHER LEGAL THEORY. 20 Beaver Road, Suite 104 1 Wethersfield ' Connecticut 06109 860.529.8188 888.892.2694 fax 866.328.8401 fax 860-529-8040 www.stormtech.com Printed in U.S.A. © Copyright. All rights reserved. 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O Om U O } Ll 0 o o v 0°'ocn O O N LL O L �O L � C bOD m H X 00 4-� O a1 •� OU1 I N �--I E L 0 40 N rX 0r H N M N o 00 a) O O '3 O M E o O .0 . 3 O O CO 0 .0 c ii v 0 E E v C -O a) ('i) x X L O m L C O 111 U t1_ LA - m " - Li m CI U rn Q 91 91 91 ewl I �I v au E 3 -C W> U E ,� :3 U > 0 Q) E _7 O a, C O 4- N v Z a) to m L O N 41 N i0 0 H w E H C .m Z 00 N cd L m C: O m L c E O v O. .Q 4- a! 3 0 0 �-i CU u 0. l0 0 u m CL m U CC LL LL U u � N 4I O NI t0D 006 ri v au E 3 -C W> U E ,� :3 U > 0 Q) E _7 O a, C O 4- N v Z a) to m L O N 41 N i0 0 H w E H C .m Z 00 N cd L m C: O m L c E O v O. .Q 4- a! 3 0 0 �-i CU u 0. l0 0 u m CL m U MANNING'S EQUATION FOR PIPE FLOW Project: Empire Petroleum Location: By: Kyle Pitz Date: 15 -Jun -15 Chk. By: Andre Pimentel Date: 15 -Jun -15 Mannings Formula d Q=(1.486/n )AR„'S 1/2 R=A/P A=cross sectional area P=wetted perimeter S=slope of channel n=Manning's roughness coefficient 12300 W. 44th Ave., Wheat Ridge, CO Wetted Hydraulic Area,ft' Perimeter, ft Radius, ft 0.20 1 57 0.13 V=(1.49/n )R„2/3S v2 Q=V x A Solution to Mannings Equation mdo version 12.8.00 Clear Data Ent Cells INPUT D= 6 inches d= 6 inches n= 0.011 mannings coeff 0= 0.0 degrees S= 0.01 slope in/in )cit ft/s Flow, cfs PVC 0.01 3 38 0.66 PE (<9"dia) 0.015 PE (>12"dia) 0.02 PE(9-12"dia) 0.017 CMP 0.025 ADS N12 0.012 HCMP 0.023 Conc 0.013 City of Wheat �idge LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant EEP - Colorado Acquisition, LLC Address 8350 North Central Expressway Suite M1285 Phone(214)750-9313 City Dallas State Texas Zip 75206 Fax Owner EEP - Colorado Acquisition, LLC Address 8350 North Central Expressway Suite M1285 Phone (214)750-9313 City Dallas State Texas Zip75206 Fax (214)750-8870 Contact GreenbergFarrow (Gregg Burnett) Address 153 Cordaville Road, Suite 210 Phone 508-229-0032 City_ Southborough State Massachusetts Zip 01772 Fax (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): 12300 44th Avenue Wheat Ridge Colorado Type of action requested (check one or more of the actions listed below which pertain to your request): Please refer to submittal checklists for complete application requirements; incomplete applications will not be accepted ❑ Change of zone or zone conditions M Special Use Permit ❑ Subdivision: Minor (5 lots or less) ❑ Consolidation Plat ❑ Conditional Use Permit ❑ Subdivision: Major (More than 5 lots) ❑ Flood Plaits Special Exception ® Site Plan approval ❑ Temporary Use, Building, Sign ❑ Lot Line Adjustment ❑ Concept Plan approval ❑ Variance/Waiver (from Section ) ❑ Planned Building Group ❑ Right of Way Vacation ❑ Other: Detailed description of request: Redevelopment of existing gas station Project will include construction of new building utility connections to existing services, new pavement, sidewalk and landscaping. Removal of three tanks abandoned in place. Other existing tanks, dispensing units and canopy are to remain Required information: Assessors Parcel Number: 919532 Current Zoning: C-1 Commercial District Current Use: Gas Station Size of Lot (acres or square footage): 0.45 Acres Proposed ZoningC-1 Commercial District Proposed Use: Gas Station certify that the information and exhibits hect to the best of my knowledge and that in filing this application, 1 am acting with the knowledge and consent of tithose consent the requested action cannot lmvfndly be accomplished. Applicants other than owners must submit hich approved of this action an his behalf. Notarized Signature of Applicant State of t_Uwrauu County of pati )SSW The fore strument Land Use Processing Application) was acknowledged ---� by th day of , 20 1 �� by L.� Y- + S MIT, ' r LORI SMITy av My commission Expires a` July 19, 2018 ; 2a PUWc I '1 w....,,., ............... ... ........, .' My commission expires 07 / 61 /20 S To be filled out by staff: Date received Fee $ Receipt No. Case No. Comp Plan Design. Zoning Quarter Section Map Related Case No. Pre -App Mtg. Date Case Manager Rev. 5/2014 City of W heat age COMNIL LAITY DEVELOPMENT Submittal Checklist: Site Plan Project Name: Empire Petroleum Gas Station, Wheat Ridge Colorado Project Location: 12300 44th Avenue, Wheat Ridge, Colorado Application Contents: The site plan is used to confirm that new development, redevelopment, or significant fagade improvements meet all applicable zoning or design standards. The following items represent a complete site plan application. X 1. Completed, notarized land use application form tr" X 2. Application fee, $200 + $200/acre L_- x 3. Signed submittal checklist (this document) ,max 4. Proof of ownership—e.g. deed L –X 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) u-= _X 6. Written request and description of the proposal L_, -X_7. Plan set—including site plan, landscape plan, building elevations, streetscape plan, photometric X Two (2) full size paper copies (24" x 36") x One (1) reduced size paper copy (11" x 17") X 8. One (1) color reduction of building elevations X 9. Civil documents, if required x 10. Electronic (Adobe .pdf) files of all submittal documents—these may be provided via email, CD, DVD, or USB flash drive Form and content of Plan Set: Note: Depending on the size of the site, Site Plan it may be necessary to provide one Project information overall site plan and additional pages to X 1. Title of document—centered at top of page show the location of all buildings, X 2. Vicinity map fences, signs, parking, etc. X 3. Scale and north arrow—scale not to exceed 1"=100' X 4. Date of plan preparation and name/address of who prepared the plan x 5. Legal description X 6. Appropriate signature blocks—see cover sheet handout X 7. Signed surveyor's certification _8. Case history with applicable land use case numbers X 9. Statement of proposed uses and compliance with zoning x 10. Site data in tabular form (numeric and percentage), including the following: X a. Total area of property, gross and net X b. Building coverage x c. Amount of open space required and provided—include breakdown of usable open space, hardscaped open space, and landscaped open space X d. Number of parking spaces required and provided X e. Gross floor area by use X f. Number of residential units and density X 11. Justification of provided parking ratio, especially where shared parking is proposed Community Development Department • (303) 235-2846 • www.ci.wheatridge.co.us Sample Site Data Table [more or less information may be required depending on the development proposal] Total area[acres/sq ftgross[acres/sq ftl net Lot #[acres/sq ft Lot #[acres/sq ft Floor area by use fUsel sq ft Use sq ft Graphical information X 12. Legend X 13. Property lines and dimensions X 14. Adjoining property lines, buildings, access, and parking X 15. Location of improvements that are proposed and those that are existing and will remain: X a. Buildings—identify floor area, setback dimensions, proposed I and use X b. Parking and loading areas—identify handicap parking X c. Open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) x d. Fences, walls, or hedges—identify height and material x e. Exterior lighting X f. Signs—identify type and height X g. Trash containers or storage area—identify height and material of screen walls X h. Areas for outside storage/display—identify height and material of screen walls X 16. Easements, utilities, or other encumbrances that may impact development x17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable X 18. Streets and rights-of-way both adjacent and within the site—include names, widths, location of centerlines X 19. 100 -year floodplain—if applicable Landscape Plan x 1. Title of document (centered at top of page) X 2. Scale and north arrow (scale not to exceed 1"=100') x 3. Legend x 4. Property lines and dimensions X 5. Proposed buildings and parking areas x 6. Proposed open space/landscape areas—identify dimensions/square footage X 7. Proposed materials for all landscape and hardscape areas—identify type of ground cover, pavers, and plant material Required Proposed Building coverage % max / sq ft max % / sq ft Open sace/landsca in % min / sq ft min % / sq ft Useable % min / sq ft min % / sq ft Sod % max / sq ft max % / sq ft Hardsca e % max / sq ft max % / sq ft Parkin Standard # # Accessible # # Bicycle # # Graphical information X 12. Legend X 13. Property lines and dimensions X 14. Adjoining property lines, buildings, access, and parking X 15. Location of improvements that are proposed and those that are existing and will remain: X a. Buildings—identify floor area, setback dimensions, proposed I and use X b. Parking and loading areas—identify handicap parking X c. Open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) x d. Fences, walls, or hedges—identify height and material x e. Exterior lighting X f. Signs—identify type and height X g. Trash containers or storage area—identify height and material of screen walls X h. Areas for outside storage/display—identify height and material of screen walls X 16. Easements, utilities, or other encumbrances that may impact development x17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable X 18. Streets and rights-of-way both adjacent and within the site—include names, widths, location of centerlines X 19. 100 -year floodplain—if applicable Landscape Plan x 1. Title of document (centered at top of page) X 2. Scale and north arrow (scale not to exceed 1"=100') x 3. Legend x 4. Property lines and dimensions X 5. Proposed buildings and parking areas x 6. Proposed open space/landscape areas—identify dimensions/square footage X 7. Proposed materials for all landscape and hardscape areas—identify type of ground cover, pavers, and plant material x 8. Schedule of proposed plantings, including: X a. Amount of open space required and provided—include breakdown of usable open space, hardscaped open space, landscaped open space, required and provided shrubs, required and provided trees, required and provided street trees x b. Species name—common and botanical x c. Quantity of each species x d. Size of plants/trees—gallon size of container, caliper or height of trees x e. Type of ground cover x f. Quantity of ground cover—identify total size in square feet and as a percentage of total open space x g. Supplementary notes—regarding irrigation, size of plant container, balled and burlapped, depth of non -living material/rock/bark, etc Sample Landscape/Plant Schedule [more or less information may be required depending on the development proposal] Trees Required Botanical Name Proposed Open sace/landsca in % min / sq ft min % / sq ft Useable % min / sq ft min % / sq ft Sod % max / sq ft max % / sq ft Hardsca e % max / sq ft max % / Sq ft On-site trees # % / sq # Fa ade B On-site shrubs # % / sq # Street trees # # Trees Qty Botanical Name Common Name Ground floor transparency Shrubs Qty Botanical Name Common Name % / sq ft Facade B % min / sq Street Trees Qty Botanical Name Common Name anels/sidin .. Fa ade A Building Elevations X 1. Title of document (centered at top of page) x 2. Detailed elevations for each fagade x 3. Detailed elevations for accessory structures x 4. Detailed elevations for trash enclosures/screen walls x 5. Material and color information x 6. Structure dimensions --overall building height, overall building width, floor -to -floor heights x 7. Summary table of materials and transparency by fagade—where material or transparency standards apply, include a table identifying required and proposed materials Sample Building Materials Summary [more or less information may be required depending on the development proposal] Required Proposed Ground floor transparency Fa ade A % min / sci ft min % / sq ft Facade B % min / sq ft min % / sq ft Secondary material (EIFS/CMU/metal anels/sidin .. Fa ade A % max / sq ft max % / sq ft Fa ade B % max / sq ft max % / sq ft Streetscape Plan It may be possible to combine this sheet with the Landscape Plan as long as public street trees are disaggregated in the plant schedule. Refer to the Wheat Ridge Streetscape Design Manual for streetscape design requirements. X 1. Title of document (centered at top of page) x 2. Scale and north arrow (scale not to exceed 1 "= 100') X 3. Location of all existing and proposed streetscape elements/furnishings, including: X a. Sidewalk and amenity zones—location, dimensions, materials X b. Street trees—identify spacing dimensions X c. Street lights x d. Pedestrian lights x e. Street furniture—benches, trash cans, etc x f. Bus stops x g. Signs x h. Irrigation system X i. Utilities and utility boxes xJ. Curbs and ADA ramps X 4. Schedule of proposed plantings, including: X a. Species name—common and botanical X b. Quantity of each species X c. Size of plants/trees—ballon size of container, caliper or height of trees x d. Type of ground cover x e. Quantity of ground cover—identify total size in square feet and as a percentage of total open space X f. Supplementary notes—regarding irrigation, size of plant container, balled and burlapped, depth of non -living material/rock/bark, etc 7. Schedule of proposed streetscape furnishings, including: a. Manufacturer b. Product number c. Color d. Quantity Photometric Plan _X-1. Title of document (centered at top of page) _X_2. Scale and north arrow (scale not to exceed 1 "= 100') _X_3. Site plan showing the location of all exterior lights and a numerical grid of lighting levels in foot candles or as isoilluminance curves _X_4. A fixture schedule that includes all luminaries shown on the plan and specs for each fixture: _X—a. Manufacturer and model X a. Fixture type and wattage _X_b. Mounting height of all fixtures _X_5. Cut sheets showing the design and finishes of all fixtures, including designation of cutoff fixtures Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre -application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required): _1. Trip generation letter or traffic study x 2. Drainage report 3. Soils report x 4. Erosion control plan As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made after the second (2nd) full review, I will be subject to the applicable resubmittal fee. Signature: L" Z_;t U (i Name (please print) Date: q/7l / /j - Phone: j Phone: SDq `TZc1-60�7 Cite of � / W heat ice COMMUNITY DEVELOPMENT Submittal Checklist: Special Use Permit Project Name: Empire Petroleum Gas Station, Wheat Ridge Colorado Project Location: 12300 44th Avenue, Wheat Ridge, CO Application Contents: A special use permit (SUP) is required for approval of a special use in any zone district. The following items represent a complete SUP application: X 1. Completed, notarized land use application form x 2. Application fee - $200 X 3. Signed submittal checklist (this document) 4. Proof of ownership—e.g. deed X5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) L --- X_6. Mineral rights certification form x 7. Written request and description of the proposal Include a response to the SUP review criteria—these are found in Section 26-114 of the municipal code Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre -application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required): X 1. Site plan application—required if new development is proposed with the SUP X 2. Proposed building elevations _3. Trip generation letter or traffic study X 4. Drainage report Rev 512014 As applicant for this project, t hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need tQ be made after the second (2"d) full review, I will be subject to the applicable resubmittal fee. Signature: Date: Z Name (please print): Phone: �- Z 7CDise Community Development Department • (303) 235-2846 • www.cimheatridge.co.us City of W heat�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 NOTICE TO MINERAL ESTATE OWNERS APPLICANTS: You must submit this completed form to the Community Development Department no later than ten (10) days before the public hearing on your application. Failure to complete and submit this Certification of Notice shall constitute sufficient grounds to reschedule your public hearing. I, , as (Print name) (Position/Job Title) of/with (Entity applying for permit/approval) (hereinafter, referred to as the "Applicant"), do hereby certify that notice of the application for Special Use Permit Application (Describe type of application) set for public hearing on 20_, has been sent to all mineral estate owners at least thirty (30) days before the public hearing, as required by § 24-65.5-103(1), C.R.S., or, in the alternative, that the records of the Jefferson County Clerk and Recorder do not identify any mineral estate owners of any portion of the property subject to the above referenced application. ZCheck here if there are no mineral estate owners of any portion of the subject property. I hereby further certify that I am authorized by the Applicant to make representations contained herein and act as the Applicant's agent for purposes of this Certificate of Notice and bind the Applicant to these representations by my signature below. Dated this Z day of , 201S, By: Greenberghrrow PROPOSAL NARRATIVE September 10 2015 To Community Development Project Empire Petroleum, Wheat Ridge, CO City of Wheat Ridge 7500 West 2V' Avenue Project # 20150090.0 Wheat Ridge, CO 80033 From Greggurnett - Greenber Farrow 303-234-5900 gg Greenberg Farrow # 153 Cordaville Road Suite 210 Southborough, MA 01772 t: 508 229 0032 ATLANTA LOS ANGELES NEW JERSEY CHICAGO NEW YORK DALLAS BOSTON COLURgUS WISCONSIN •ENTONVILLE PHILADELPHIA FRESNO SEATTLE SHANGHAI MEXKO CITY GreenbergFarrow has prepared this narrative along with the other requirements to be submitted and presented at the Neighborhood Meeting on Tuesday, 09/22/15. Empire Petroleum proposes to redevelop an existing gas station located at 12300 West 44th Avenue Wheat Ridge, Colorado (corner of West 44th Ave. and North Vivian St.). This site is zoned as Commercial One District (C-1) where gas stations and convenience stores are not a permitted use and require a Special Use permit. A Special Use permit will be carried over from the existing gas station. This site is now considered to be within a Suburban Overlay zone as determined in the Pre -Application Conference. The scope of redevelopment for this site will entail: the removal of the existing building, approximately half of the asphalt pavement (to be replaced), existing sheds and dumpster, and three abandoned underground tanks. Sidewalks and landscaping around the existing building and perimeter of site are to be redesigned and replaced. All existing curb will be removed. The natural gas and water line will be cut and capped for reuse. All existing landscaping, trees and shrubs will be removed and replaced with new trees and shrubs near the end of construction. The gas station canopy, gas pumps, and three active underground storage tanks, are to remain along with most of the existing concrete pavement. Existing utility poles and light poles are to remain along with the addition of new site lighting. The proposed convenience store building will be approximately 4,000 square feet. There will be new sanitary, telephone and electrical connections to the proposed building. For the new drainage system, some of the site will sheet flow into street curb inlets and the rest will flow into a new onsite catch basin connected to the public storm sewer on North Vivian Street. Stormwater runoff from the building is collected and will be sent through a sub -surface infiltration unit before being sent into the public storm sewer. In regards to the Architectural and Site Design Manual, the following sections have been addressed. • Pedestrian Connectivity — Walkways and sidewalks meet the 5 foot width recommendation and patterned pavement is used where pedestrian walkways cross all three access driveways to the site. • Building Placement — The building entrance faces the West 44th Avenue. The proposed building is now part of the Suburban Overlay Zone and we now meet the build -to requirements. The building also meets building setback requirements for C-1 zone. • Parking Placement and Parking Lot Design — Parking spaces are designed to have easy access to sidewalks and no parking spaces are located in front of the building. Customers parking to use gas station will park at gas pumps in front of building temporarily. • Screening and Buffers — Most of the site is screened from adjacent properties and the street through the use of shrubs and small trees located in the 5 foot landscaping buffer along West 44th Avenue and North Vivian Street. Along the rear property line, there is a 6 foot landscaping buffer and a 6 foot tall wooden fence which serves as Empire Petroleum GreenbergFarrow Page 2 of 2 September 10, 2015 screening for adjacent property. The proposed dumpster enclosure is a walled area with a 6 foot covered fence and access gate at the front. • Fagade Design — The fagade is designed to contain significant interest, level of detail and human scale by incorporating reveals, belt courses, deep overhangs, repeating elements, and color/texture differences. Facade articulation is accomplished through the use of a substantial permanent metal canopy with repeating metal and stone columns that extends T-0" beyond the primary fagade. The entrance is emphasized through greater transparency and its location in relation to the permanent canopy. • Building Materials — The facades utilize high-quality, durable materials that create visual interest. Materials used in the facade include brick, stacked stone, stucco, steel and non-reflective clear storefront glazing. Material variation occurs both horizontally and vertically to provide interest and scale. • Signage — All wall signs fit within the architectural features of the facade and do not overlap windows or columns. Wall signs will be internally lit translucent signs or channel letters that minimize glare. MP%ISE PlTp aM PARTNERS, ll[ JUne10, 2015 City of Wheat Ridge CO Community Development Department 750 West 29"' Ave Wheat Ridge, CO 80033 To Whom It May Concern, Empire Petroleum Partners LLC hereby authorizes Greenberg Farrow and specifically its agent Gregg Burnett to act on behalf of Empire Petroleum with regard to all permitting matter for the site named below: Location 12300 44" Ave — Wheat Ridge CO 80033 'Brien Empir Petroleum Partners, LLC 8350 N entral Expressway Suite 2X75206 Dallas DEED This instrument as prepared by: John Reinhart Senior Manager Business Development & Counsel CST Brands, Inc. One Valero Way, Bldg. D, Suite 200 San Antonio, Texas 78249 Mail tax bills to: EPP - Colorado Acquisition, LLC 8350 N. Central Expressway, Suite M2185 Dallas, Tcxas 75206 SPECIAL WARRANTY DEED 2014107323 12/16120141:27 PM PGS 6 $36.00 DF $103.48 Electronicalty Recorded Jefferson County, Co Pam Anderson, Clerk and Recorder TD1000 Y Site 4149-12300 W. 40 Avenue, Wheat Ridge, CO &-51373- 37 Date: -IAe-e-y6t.r !0 2.e/-/ Grantor: Valero Diamond Metro, Inc., a Michigan corporation now known as CST Metro LLC, a Michigan limited liability company Grantor's One Valero Way, Building D Mailing Address: San Antonio, Bexar County, Texas 78249-1616 Grantee: EPP - Colorado Acquisition, LLC a Delaware limited liability company Grantee's Mailing Address: 8350 N. Central Expressway, Suite M2185 Dallas, Texas 75206 Consideration: Ten and No/ 100 Dollars ($10.00) and other valuable consideration Property: That certain real property commonly known as 12300 W. 40 Avenue, Wheat Ridge, Colorado, that is more particularly described on the attached Exhibit A, together with all improvements and fixtures located thereon and all rights and appurtenances thereto in anywise belonging (the `Property"). IIPage DEED This instrument as prepared by: John Reinhart Senior Manager Business Development & Counsel CST Brands, Inc. One Valero Way, Bldg. D, Suite 200 San Antonio, Texas 78249 Mail tax bills to: EPP — Colorado Acquisition, LLC 8350 N. Central Expressway, Suite M2185 Dallas, Texas 75206 SPECIAL WARRANTY DEED Site 4149-12300 W. 44th Avenue, Wheat Ridge, CO 055373. 37 rRIECORDED ELECTRONICALLY Aa6��oun FeI-xi Time�pll�G WWW.SIR1pli(ii�.COn1 900.g60w5657 Date: e e-emb c,r to, 2e14 Grantor. Valero Diamond Metro, Inc., a Michigan corporation now known as CST Metro LLC, a Michigan limited liability company Grantor's One Valero Way, Building D Mailing Address: San Antonio, Bexar County, Texas 78249-1616 Grantee: EPP — Colorado Acquisition, LLC a Delaware limited liability company Grantee's Mailing Address: 8350 N. Central Expressway, Suite M2185 Dallas, Texas 75206 Consideration: Ten and No/ 100 Dollars ($10.00) and other valuable consideration Property: That certain real property commonly known as 12300 W. 44`h Avenue, Wheat Ridge, Colorado, that is more particularly described on the attached Exhibit A, together with all improvements and fixtures located thereon and all rights and appurtenances thereto in anywise belonging (the "Property"). 1IPage Site 4149-12300 W. 44`h Avenue, Wheat Ridge, CO Reservations 1. All easements; rights-of-way; reservations; restrictions; covenants; conditions; from and mineral reservations, conveyances and royalty interests; maintenance charges Exceptions to and special assessments and liens securing the same; and all other matters of Conveyance record, to the extent any of the foregoing are still valid and subsisting and and Warranty: affect all or any portion of the Property. 2. All zoning laws, regulations and ordinances of municipal and/or other governmental authorities, if any, affecting the use of the Property. 3. Taxes and assessments on the Property having been prorated as of the date of this Deed, the payment of taxes and assessments for 2014 and subsequent years is assumed by Grantee. 4. Any facts, encroachments, or overlapping of improvements that are shown on that survey dated May 19, 2014, prepared by Clark Land Surveying, Inc.. 5. Without acknowledging, confessing or assuming any environmental or other liabilities of any nature on its part, Grantor hereby reserves unto itself, its agents, employees, contractors, successors and assigns, an easement and right of way upon, over, across and under the Property for a term of twenty (20) years from and after the date of this deed, for purposes of performing any environmental testing, remediation and monitoring activities that Grantor may from time to time determine to be necessary. In the exercise of its easement rights hereunder, Grantor shall use reasonable efforts to minimize disruption of activities at the Property by the owner thereof and its tenants and other legitimate occupants thereof, and, following any activities undertaken by Grantor on the Property pursuant to this easement, Grantor shall repair and restore the surface of the Property as nearly as is reasonably possible to the condition in which it existed immediately prior to such activities. Grantor, for the Consideration and subject to the Reservations from and Exceptions to Conveyance and Warranty, GRANTS, SELLS, and CONVEYS to Grantee the Property, together with all and singular the rights and appurtenances thereto in any way belonging, to have and hold it to Grantee, Grantee's successors and assigns forever. Grantor binds Grantor and Grantor's heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantee's successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof when the claim is by, through, or under Grantor, but not otherwise, and except as to the Reservations from and Exceptions to Conveyance and Warranty. THE PROPERTY IS CONVEYED BY GRANTOR AND ACCEPTED BY GRANTEE "AS IS", "WHERE IS" AND "WITH ALL FAULTS", AND BY ACCEPTANCE OF THIS DEED GRANTEE ACKNOWLEDGES THAT, EXCEPT FOR THE SPECIAL WARRANTY OF TITLE HEREIN, GRANTOR HAS NOT MADE, DOES NOT MAKE AND HEREBY EXPRESSLY DISCLAIMS ANY EXPRESS OR IMPLIED WARRANTIES, STATEMENTS, ASSERTIONS, NON -ASSERTIONS, DISCLOSURES OR REPRESENTATIONS TO GRANTEE CONCERNING ANY ASPECT OF THE PROPERTY, INCLUDING, BUT NOT LIMITED TO: (i) THE PHYSICAL, ENVIRONMENTAL, STRUCTURAL OR GEOLOGICAL CONDITION OF THE PROPERTY, (ii) THE HABITABILITY, SUITABILITY OR FITNESS OF THE PROPERTY FOR ANY PARTICULAR PURPOSE OR USE, (iii) INCOME TO BE PRODUCED FROM THE PROPERTY, (iv) THE COMPLIANCE OR NONCOMPLIANCE OF THE PROPERTY WITH ANY LAWS, RULES, REGULATIONS, JUDICIAL OR ADMINISTRATIVE ORDERS, ORDINANCES, DECREES OR OTHER GOVERNMENTAL REQUIREMENTS OF ANY NATURE WHATSOEVER, INCLUDING SPECIFICALLY, BUT -2 1 P -a -g-e Site 4149-12300 W. 44d' Avenue, Wheat Ridge, CO WITHOUT LIMITATION, THOSE RELATING TO HEALTH, SAFETY OR THE ENVIRONMENT, OR (v) THE PRESENCE OR ABSENCE OF ANY LATENT OR PATENT DEFECTS AT, IN OR WITH RESPECT TO THE PROPERTY. When the context requires, singular nouns and pronouns include the plural. This Special Warranty Deed is executed by Grantor on the date set forth in the acknowledgment below, to be effective for all purposes as of the date first stated above. [Signatures of Parties on following page] 3 1 P a g e Site 4149-12300 W. 44`h Avenue, Wheat Ridge, CO ]Signatures of Parties to Special Warranty Deed] GRANTOR: CST Metro LLC a Michigan limited liability company Jot By: Name: Dougla.A4. Miller Title: Vice President STATE OF TEXAS § § COUNTY OF BEXAR § The foregoing instrument was acknowledged before me on�pm y , 2014, by Douglas M. Miller, Vice President of CST Metro LLC, a Michigan limited liability company, on behalf of said company. NoiKPublic, State o Texas ACCEPTED AND AGREED TO BY: GRANTEE: EPP — Colorado Acquisition, LLC a Delaware limited liability company By: Empire Petroleum Partners, LLC Its: Sole Member By: Name: Title: STATE OF COUNTY OF § § 2000**0000000 0000000000 EDITH MERCER Notary Public [am N State of Texas My Commission Expires M ?t, si0f6 The foregoing instrument was acknowledged before me on 2014, by , a of Empire Petroleum Partners, LLC, the sole member of EPP — Colorado Acquisition, LLC, a Delaware limited liability company, on behalf of said company. Notary Public, State of 4 1 P a g e Site 4149-12300 W. 44h Avenue, Wheat Ridge, CO [Signatures of Parties to Special Warranty Deed] GRANTOR: CST Metro LLC a Michigan limited liability company By: Name: Title: STATE OF TEXAS COUNTY OF BEXAR Douglas M. Miller Vice President The foregoing instrument was acknowledged before me on , 2014, by Douglas M. Miller, Vice President of CST Metro LLC, a Michigan limited liability company, on behalf of said company. Notary Public, State of Texas ACCEPTED AND AGREED TO BY: GRANTEE: EPP — Colorado Acquisition, LLC a Delaware limited liability company By: Empire Petroleum Partners, LLC Its: Sole Member By: —' Name: '13Nq-JR.. Title: STATE OF UIb L�V� § COUNTY OF § The fore oing instrument was acknowledged before me on —S�eC tY\pP r 5 , 2014, by (ZN\S 'Rctt&�, , a a of Empire Petroleum Partners, LLC, the sole member of EPP — Colorado Acquisition, LLC, a De are limited liability company, on behalf of said company. .•'�r'eN'EY LOL CK COvC.`, Notary Publi ate of 4 1 P a g e Site 4149-12300 W. 44th Avenue, Wheat Ridge, CO EXHIBIT A to Special Warranty Deed Property Description Real property in the City of Wheat Ridge, County of Jefferson, State of Colorado, described as follows: That part of the Northeast 1/4 of Section 20, Township 3 South, Range 69 West of the 6th P.M., County of Jefferson, State of Colorado, described as follows: Commencing at a point on the West line of the Northeast 1/4 of Section 20, 641.5 feet, more or less, North of the center of the Section, being the South line of West 44th Ave.; Thence East along the South line of West 44th Ave., 95 feet to the True Point of Beginning; Thence South and parallel with the West line of the Northeast 1/4 of said Section 20, 147 feet; Thence East and parallel with the South line of West 44th Ave., 150 feet; Thence North and parallel with the West line of the Northeast 1/4, 147 feet to the South line of West 44th Ave.; Thence West along said South line, 150 feet to the Trust Point of Beginning. County of Jefferson, State of Colorado. APN: APN - 39-201-00-001 t-- 1 -mm 1 O mO m m I z m z Clow 1 Zti Sfu rU 1 s I s cn I A W I U W 1 LL. I I LU S W O I W 1 6 M Q o. = U 1 —9= O H 1 +c9 J A W 1 +1 u a 1 T W I N _.J Ln U M 1 3uChi [L ._. s[m71 I ® Q -CU .'7 >.A'U m ca = C.Y.] Q 1 t\ 2 I= Ln Y W f- 1 �0+ O AS QSO I r>m N Uli Q - L-)1 m F -mm 1 m m O mO ? j ram I :L C,S Qcu .3+L- 1 QCUN 1 1 1 1 1 1 A U W W j <L I Lf] W Z O I M L'i 1- 1 m.. � a0 = O U •-� 1 1 r � J d A I W 1 Q La- �_ I + T U ¢ I W d L li! J d U' 2 U 11 1 W m 1 zm OCU C7 rM7JN 2 1 M 2 W Y J 1 u1 mA SUQ 1 �-+C LlCD O N AC Uli QSO I •1UF- 1 'I*®4e -. VII City Of Meeting Date: Attending Staff: Location of Meeting: Property Address: Wheat idge COMMUNITY DEVELOPMENT Neighborhood Meeting Notes September 22, 2015 Lisa Ritchie, Planner II Meredith Reckert, Senior Planner City of Wheat Ridge Municipal Building 7500 W. 29`h Avenue Wheat Ridge, CO 80033 12300 W. 44`h Avenue Property Owner: EEP — Colorado Acquisition, LLC 8350 North Central Expressway, Suite M1285 Dallas, TX 75206 Property Owner Yes, represented by: Present?: Gregg Burnett Greenberg Farrow gbumett@greenbergfarrow.com Phone: 508-229-0032 Applicant: EEP — Colorado Acquisition, LLC Existing Zoning: Commercial One — C-1 Existing Comp. Plan: Neighborhood Commercial Corridor, Neighborhood Buffer Existing Site Conditions: The property is located at 12300 W. 44`h Avenue on the southwest corner of W. 44`h Avenue and Vivian Street and near the intersection of W. 44`h Avenue and Ward Road. The subject property consists of one unplatted parcel and has a total area of 21,780 sq ft (0.50 acres), per the Jefferson County Assessor. The property currently is the site of a motor fueling station with a small convenience store, roughly 567 sq ft in size. The property is zoned C-1 and is within the Contemporary Overlay Zone under the Architectural and Site Design Manual. There is a Special Use Permit associated with the property, SUP -86-05, which allows the existing motor fueling station in its current configuration. The surrounding area is a mix of zoning and land uses. Directly to the south are properties zoned R-1 that contain low density, single family homes. Immediately to the west is a property zoned MU -N with an older single family house that is used for retail, currently a barber shop. Beyond this property to the west and south are properties zoned A-2, with a variety of agriculture related uses and single family homes. To the east across Vivian Street and north across W. 44`h Avenue are properties zoned C-1 and Planned Commercial Development, with restaurant, auto and trailer sales, a storage facility, and retail uses. Access to the property is currently provided on two curb cuts on W. 44`h Avenue, both roughly 30 feet in width, and one curb cut on Vivian Street near W. 44`h Avenue roughly 32 feet in width. The site currently has some degree of environmental contamination, and the previous owner is working on remediation. Applicant/Owner Preliminary Proposal: The applicant proposes the demolition of the existing convenience store and the construction of a larger convenience store with an additional retail space. There will be moderate changes to the site, including additional landscaping and parking, and relocation of the access point on Vivian Street further south. A new 4,000 sq ft building will be located in the southwest corner of the site, with setbacks and buffers as required by the code. The existing canopy over the existing four fuel pumps will remain, with new canopy fascia material applied and brick detail added to the canopy columns. The dumpster enclosure will be relocated between the new building and the Vivian Street access location along the southern edge of the property, with appropriate setbacks and materials. A wooden privacy fence is proposed to be repaired or replaced along the southern property line. The site plan provided proposes 20 standard parking spaces and I accessible parking space, utilizing the retail parking ratio in the code. Landscaping on the site is proposed at 16%; however the number of plantings meets or exceeds requirements in the code. There is no change of use proposed. Attendance from the neighborhood: Three people from the neighborhood were in attendance, see attached sign-up sheet. The following is a summary of the neighborhood meeting: • Staff explained the site conditions, zoning in the neighborhood, and the reason for the special use permit request. • The applicant explained the development proposal and the changes that are proposed on the site. • The attendees were informed of the process for a special use permit. The following issues were discussed regarding the application: 2 How long is the construction timeline? • The timeline for construction could vary between 2-5 months. The applicant is still considering whether to use a pre fabricated building or stick -built construction. Where exactly is the west property line? • The owner purchased only the property on which the gas station is located, not the vacant strip to the west. What will be on the west and south property lines? • There will be a new fence along the south property line, and landscaping buffers along both the south and west property lines. Will there be vehicular access from the south? • No, only from 44`4 Avenue and Vivian Street What will be the hours of construction? At this time, the City has no hours of construction ordinance to regulate this. City Council may consider this item later this year. What will be the hours of operation? • This will be up to the final tenants, it is assumed that the fueling station will be open 24 hours per day. Will marijuana related uses be permitted? • No, these are currently capped throughout the City. Could there be alcohol sales? • Yes, liquor stores are permitted in the C-1 zone district. Where are the entry areas to the building? • The primary entries will be on the 44'1'A venue side, toward the front property line. There will be a servicelemployee entrance at the rear of the building. Discussion also occurred regarding a concern for vagrants loitering on the property, additional noise and traffic, and lighting levels. The neighbors urged the applicant to consider installing an 8' tall fence along the southern property line. It was noted by staff that conditions could be attached to the special use permit to mitigate impacts of the use, including reduced canopy and site lighting at night, restricted signage, or fencing, etc. No written correspondence was received regarding the meeting. 3 NOTICE OF NEIGHBORHOOD INPUT MEETING GreenbergFarrow, on the behalf of Empire Petroleum, is proposing a Special Use Permit on the property located at 12300 West 44th Avenue. A neighborhood meeting will be held on Tuesday September 22"d at 6:00 pm at the City of Wheat Ridge Municipal Building (7500 W. 291h Avenue, Second Floor Conference Room). The property is zoned C-1, and a gas station requires a Special Use Permit. The use of this property will not change as the current use of the property is a gas station. The proposed changes to site will be a redevelopment of the gas station with the demolition of the convenience store building to be replaced with another larger convenience store. The City of Wheat Ridge has adopted a requirement that prior to any application for "a Special Use Permit' an applicant must notify all residents and property owners within 600 feet and invite them to a Neighborhood Input Meeting. The purpose of this meeting is to allow the applicant to present his proposal to the neighborhood and to give the neighborhood a forum to express their concerns, issues and desires. A Staff Planner will attend the meeting to discuss City policies and regulations and the process involved, however, the Planner will remain impartial regarding viability of the project. Keep in mind that this is not a public hearing. Although a synopsis of the meeting will be entered as testimony, it is the administrative process by the Community Development Director and/or the public hearing in front of City Council where decisions are rendered. If you want input in the decision-making process, it is imperative that you submit written comments during the public notice period and/or attend the public hearing. The neighborhood meeting is an informal setting that provides an opportunity for you to understand the scope of the proposed project and the process for review. You will have the opportunity to speak with the applicant and city staff and to ask any question that you may have related to the project. If you have any questions, please call the Planning Division at: (303) 235-2846. If you are unable to attend the meeting, you may mail comments or concerns to: City of Wheat Ridge Community Development Department 7500 West 291h Avenue Wheat Ridge, Colorado 80033 01 Formal Letter 07.01.05 V \Pre -application Meetings12015108 - AugusMugust 27 - 12300 W 44th - Empire Petroleum SUP and Site PlaMNeighborhood Meeting\NOTICE OF NEIGHBORHOOD INPUT MEETING.docx 44TH OPPORTUNITY I LLC ALIZDEH PHYLLIS MOOSAVI ANDERSON CURTIS A P O BOX 16097 01115 S FLOWER CIR 04330 VIVIAN ST GOLDEN CO 80402 LAKEWOOD CO 80232 WHEAT RIDGE CO 80033 APLANALP CHAD A BECCERA ABNER S BRIGHT ALAN L 04345 VIVIAN ST 09699 W 75TH AVE 01770 SIMMS ST WHEAT RIDGE CO 80033 ARVADA CO 80005 LAKEWOOD CO 80215 CHRISTENSEN JAN M CHRISTENSEN MARTIN D CHRISTIANSEN PATRICIA 07303 ELLIS ST 04365 VIVIAN ST LOUISE ARVADA CO 80005 WHEAT RIDGE CO 80033 04322 XENON ST WHEAT RIDGE CO 80033 CITY OF WHEAT RIDGE CLASSIC TRAILER SALES INC COLLYER BEVERLY E BONGER 07500 W 29TH AVE 04415 WARD RD 04340 VIVIAN ST WHEAT RIDGE CO 80215 WHEAT RIDGE CO 80033 WHEATRIDGE CO 80033 CROTTY MICHAEL D CUNNINGHAM RONALD L D&C INVESTMENTS LLC 12420 W 44TH AVE 12200 W 44TH AVE 12550 W 44TH AVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 DYMOND NICHOLAS EHLEY CHARLES D ENLOW STEPHEN MICHAEL 04350 XENON ST 02364 S ACOMA ST 04285 VIVIAN ST WHEAT RIDGE CO 80033 DENVER CO 80223 WHEAT RIDGE CO 80033 FOELLMER TOM J FRISK ENTERPRISES LLC FRISK JAMES A 11755 W 20TH AVE 04400 WARD RD 12390 W 44TH AVE LAKEWOOD CO 80215 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 HOSIER DENISE HPT TA PROPERTIES TRUST KRIEG GARY WAYNE 10251 W 44TH AVE 2207 24601 CENTER RIDGE RD 04320 VIVIAN ST WHEAT RIDGE CO 80033 WESTLAKE OH 44145 WHEAT RIDGE CO 80033 LEGEND PROPERTIES LLC MEFFORD SCOTT G MOSS MICHAEL L 03650 VANCE ST 1 04380 XENON ST 02943 ADOBE DR WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 FORT COLLINS CO 80525 NOTCH DEBORAH J PUBLIC STORAGE EURO REED INC 16550 WILD PLUM CIR PARTNERSHIP VII LTD 08808 MILITARY RD MORRISON CO 80465 PO BOX 25025 OMAHA NE 66134 GLENDALE CA 91201 SIMONS WILLIAM J STROHMEYER RAY A SWEET DENNIS D 12400 W 44TH AVE 04320 XENON ST 04295 VIVIAN ST WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 SYTSMA NANCY TOMASSETTI GABRIEL WEBER ANDREW R 12392 W 44TH AVE 04280 VIVIAN ST 12094 W 53RD PL WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 ARVADA CO 80002 CURRENT RESIDENT /TENANT CURRENT RESIDENT /TENANT CURRENT RESIDENT /TENANT 12430 W 44THAVE 12301 W 44THAVE 12280 W 44THAVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 04325 WRIGHTST WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 04201 TABORST WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 04318 XENONST WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 04355 VIVIANST WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 12505 W 44THAVE WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 12410 W 44THAVE WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 04350 VIVIANST WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 12151 W 44THAVE WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 12190 W 44THAVE WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 04310 WRIGHTST WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 04322 XENONST WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 04385 VIVIANST WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 12150 W 44THAVE WHEAT RIDGE CO 80033 CURRENT RESIDENT /TENANT 12351 W 44THAVE WHEAT RIDGE CO 80033 C O -W m N N m 0 ca 4- 0 d E Q O 'C L O O E a. CU ca Q cn z W 4) U) W J Q r— N M 4 6 cD a � � � Q i CN CV a� s `t O O �.� •d N to Z 'r- C O -W m N N m 0 ca 4- 0 d E Q O 'C L O O E a. CU ca Q cn z W 4) U) W J Q r— N M 4 6 cD City of Wh6atpo-.(d] ,_'ge COMMUNITY DEVELOPMENT Wheat Ridge Community Development Department PRE -APPLICATION MEETING SUMMARY Meeting Date: August 27, 2015 Applicant: Attendees: Gregg Burnett Greenberg Farrow burnetta,reg enbergfarrow.com Phone: 508-229-0032 Attending Staff: Lauren Mikulak, Senior Planner Lisa Ritchie, Planner II Specific Site Location: 12300 W. 44`h Avenue Existing Zoning: Commercial -One (C-1) Existing Comp. Plan: Neighborhood Commercial Corridor, Neighborhood Buffer Existing Site Conditions: The property is located at 12300 W. 44`h Avenue on the southwest corner of W. 44`h Avenue and Vivian Street and near the intersection of W. 44`h Avenue and Ward Road. The subject property consists of one unplatted parcel and has a total area of 21,780 sq ft (0.50 acres), per the Jefferson County Assessor. The property currently is the site of a motor fueling station with a small convenience store, roughly 567 sq ft in size. The property is zoned C-1 and is within the Contemporary Overlay Zone under the Architectural and Site Design Manual. There is a Special Use Permit associated with the property, SUP -86-05, which allows the motor fueling station. The surrounding area is a mix of zoning and land uses. Directly to the south are properties zoned R -I that contain low density, single family homes. Immediately to the west is a property zoned MU -N with an older single family house that is used for retail. Beyond this property to the west and south are properties zoned A-2, with a variety of agriculture related uses and single family homes. To the east across Vivian Street and north across W. 44`h Avenue are properties zoned C-1 and Planned Commercial Development, with restaurant, auto and trailer sales, a storage facility, and retail uses. Access to the property is currently provided on two curb cuts on W. 44`h Avenue, both roughly 30 feet in width, and one curb cut on Vivian Street near W. 44`h Avenue roughly 32 feet in width. The site currently has some degree of environmental contamination, and the previous owner is working on remediation. Applicant/Owner Preliminary Proposal: The applicant proposes the demolition of the existing convenience store and the construction of a larger convenience store with an additional retail space. There will be moderate changes to the site, including additional landscaping and parking, and relocation of the access point on Vivian Street further south. A new 4,000 sq ft building will be located in the southwest corner of the site, with setbacks and buffers as required by the code. The existing canopy over the existing four fuel pumps will remain, with new canopy fascia material applied and brick detail added to the canopy columns. The dumpster enclosure will be relocated between the new building and the Vivian Street access location along the southern edge of the property, with appropriate setbacks and materials. A wooden privacy fence is proposed to be repaired or replaced along the southern property line. The site plan provided proposes 20 standard parking spaces and 1 accessible parking space, utilizing the retail parking ratio in the code. Landscaping on the site is proposed at 16%; however the number of plantings meets or exceeds requirements in the code. There is no change of use proposed. Planning comments: The following items were discussed based on the applicant's proposal: Zoning The subject property is zoned Commercial -One (C-1). This zone district was established to provide for areas with a wide range of commercial land uses. A motor fueling station requires a Special Use Permit (SUP) in the C-1 zone. Due to the addition of a new building, an SUP with a Site Plan Review is required. Architectural and Site Design (ASDM) The property is currently in the Contemporary Overlay District. Staff will consider, upon request of the applicant, a determination that the Suburban Overlay District is more appropriate. Should this be determined, the build -to requirement will not be necessary. This written request should be provided with the SUP and Site Plan applications. The building design will need to meet all requirements of the ASDM and shall provide for 60% transparency on the primary street elevation facing W. 44`h Avenue, and 30% transparency on the Vivian Street elevation. Elevation drawings (blackline and reduced color renderings) for all elevations are required as part of the site plan application. 2 Parking The site should use the motor fueling station parking requirements of two spaces per pump stall and one space per employee on maximum shift, or 18 spaces. Further parking reductions may be possible, based on the table in 26-501.D. Landscaping The site should meet the 20% landscape requirement in the code. This could be met by replacing the extra parking spaces near the corner of W. 44`h Avenue and Vivian Street with additional landscaping. Will a neighborhood meeting need to be held prior to application submittal? Yes, a neighborhood meeting will be required prior to submittal of an application. Building Division comments: The building division was not present at the meeting. Staff suggests the applicant confer with the Building Department to ensure all City requirements are met for the proposed buildings. Public Works comments: Access The applicant should consider installing a mountable curb at the access point on W. 44`h Avenue closest to Vivian Street to minimize the number of cars entering and exiting at this location. Staff understands that this curb cut may be necessary to accommodate the turning radii of fueling trucks, but the driveway is closer to the intersection than would be allowed by current code. Drainage A drainage letter and plan is required specifying all drainage -related and water quality features. No flood attenuation is necessary, but water quality measures are required. Civil construction documents are required. Please refer to the Site Drainage Requirements which are available for download from the City's Development Review webpage (http://www.ci.wheatridge.co.us/64/Development-Review) or contact Dave Brossman, Development Review Engineer. Public Improvements The City will require a small right-of-way dedication at the corner of W. 40 Avenue and Vivian Street. This dedication can occur by separate document. An exhibit (8.5x11) and deed should be provided by the applicant. For questions contact Dave Brossman, Development Review Engineer. The application proposes a 6' wide sidewalk and 5' wide landscape strip adjacent to W. 44`h Avenue. This reduced tree lawn is acceptable to accommodate the constrained drive aisle between the pumps and the property line. Special Use Permit (SUP) and Site Plan Process This request will require a special use permit with a site plan. The first step M the process was the pre -application meeting held on August 27, 2015. For a special use permit, the next step required by the Community Development Department will be to conduct a neighborhood meeting. The applicant must coordinate with staff the date, time and location for the meeting. For this meeting, the applicant must notify all property owners within a 600 -foot radius of the property. Notification may be via mail or hand delivery. The Community Development Department will supply the applicant with a list of all property owners within the 600 -foot radius. A fee of $100 is required for staff to be present at this meeting. All costs associated with meeting, its location, and mailings will be paid by the applicant. The meeting will be led by the applicant and should inform those who are in attendance what is being proposed. After the neighborhood meeting is held, the applicant may submit their application for the Special Use Permit. Upon the submittal, the Special Use Permit and Site Plan application will be reviewed by the case manager and sent to outside agencies for review. This referral period is 15 days long and allows time for agencies to comment on the application. Modifications to the application may be required as a result of these comments. Once the review of the application is complete, the property must be posted for a minimum of 10 consecutive days. In addition to the sign, the Community Development Department will send written notification of the request to property owners within 300 feet. If no legitimate complaints regarding the request are received within the 10 -day period, the application for a Special Use Permit and Site Plan may be reviewed administratively. If a legitimate complaint is received by the Community Development Department, then the request for the Special Use Permit will be decided upon at a public hearing before the City Council. If the application is reviewed administratively and denied, the applicant can be appeal the decision to the City Council. If a hearing before City Council is required for any reason, the neighborhood will be notified and the property shall be posted for a 15 -day period. At the public hearing staff will present evidence to recommend the approval, approval with conditions, or denial of the Special Use Permit and Site Plan. The public will be allowed to present evidence or give testimony in support or in opposition of the project. The City Council will approve, approve with conditions, or deny the project based on the testimonies given by staff, applicant, and the public. Utility Providers The City of Wheat Ridge is not a full-service city. The utility and service providers for this property include: • Valley Water, phone: 303-424-9661 • Fruitdale Sanitation, phone: 303-424-5476 • Arvada Fire District, phone: 303-424-3012 4 All land use applications will be sent on referral to these agencies for comment; however staff encourages potential applicants to contact service districts ahead of time. This may help to understand any design or infrastructure requirements and potential costs associated with the proposed project. Please be aware that the above comments are for general information purposes only. Staff cannot predict the outcome of any land use development application. A favorable response from staff does not obligate any decision-making body (Community Development Director, Public Works Director, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best advice available given existing regulations, current policy, political climate and information submitted. Attachments: SUP Criteria, SUP Checklist, SUP Process Guide, Site Plan Checklist, Site Plan Process, Neighborhood Meeting Notification Template Phone Numbers Meredith Reckert — Senior Planner 303-235-2848 Lauren Mikulak — Senior Planner 303-235-2845 Lisa Ritchie — Planner Il 303-235-2852 Dave Brossman — Development Review Engineer 303-235-2864 Mark Westberg — Projects Engineer 303-235-2863 5