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Home My WebLink AboutZ-8849 Map 8LEED INFORMATION SQUARE FOOTAGE OF SITE (LEED BOUNDARY) 153,202 SF SQUARE FOOTAGE OF THE BUILDING 4,958 SF SQUARE FOOTAGE OF THE BUILDING FOOTPRINT 4,958 SF SQUARE FOOTAGE OF CONCRETE SURFACES 44,820 SE SQUARE FOOTAGE OF LANDSCAPED AREAS 100,748 SF SQUARE FOOTAGE OF IRRIGATED AREAS 38,463 SF TOTAL NUMBER E85 REFUELING STATIONS 2 PARKING SPACES REQUIRED BY CODE 25 TOTAL NUMBER OF PARKING SPACES -EXISTING SITE 59 TOTAL NUMBER OF PARKING SPACES -NEW DEVELOPMENT 26 NUMBER OF BIKE RACKS I SQUARE FOOTAGE OF CONCRETE/NIGH-ALBEDOISHADED SURFACES 30,540 SF SQUARE FOOTAGE OF TOTAL HARDSCAPE 44,820 SF BUILDING SETBACK REQUIREMENTS FRONT 25 FEET SIDE 25 FEET REAR 15' FEET LOT I BLOCK 2: C3 DEED BOOK 1427 PAGE 595: R2 PROPOSED PROPERTY: PDC 01 �0 TRAFFIC SIGNAL DESIGN L 1 PER SEPARATE DOCUMENT IBD 51B w _..._. vIA "4 8D 55 ON D R5' ...... - -- ° .. R20' _ ----r'------- ------ ( R.O. W. DEDI ATION PER 038 > _\1 I fi SEPARATE DOCUMENT ...... ... .. ._ 0. a- F 1 7� •... . tiY 32 r; R20 .. .. 12H 20 L� , 1120 I75 08C 36 PYLON i N ITH PRICES 108 L ," .�i. 88.32 SF, GAS PRICE S c 2.C8 SE: L!GH ED LOG SIGNAGE 7W Z EACH BY OWNER (25.12 SF OR 40' 12, 28' 28' 28' 28' 28, 28, - 28' 12' 39.5' 14 1. 'UGH E LOGO a a SIGNAGE BY OWNER O01 (25 12 SF OR 34.7%) TYP 7� `� LIGHTED L BY OWNER .I --- L 0 @ �° 0 / 34.7%) (O Q9, e � ' I :1 8K -85 • • 0A I 5 m4l 10D 7GB 7� 7� 7fB V TYP. ®®•. ARE 12K MID GRADE 12' CLE ZONE 08C s .T I FOR FLAGPOLE 12K DIESEL 160 SF 121 I .. 7OF 09N 9 III Ij TYP. 1 01� II I ?.O; UNLEADED 018 I 4" I I ``I I 12 I ( NYiA I I is d I O 11. �, «e ■ ADJACENT ZONES NORTH CI SOUTH 03 EAST 03 WEST C3 • ,2 Know what's below. C a I I before you dig. LEGEND SITE BENCHMARK SITE BENCH MARK RI: 'IRE N r,R: •,__,CATEO ON BRE' 6R NRIDGE DRIVE) BOLT � PROPERTY LINE BETWEEN THE AND t' IN THE WORD'MUEL-ER' APPROXIMATELY 53.5' SOUTHEAST OF A SANITARY $EWER MANHOLE AND APPROXIMATELY 81.4' _ _ �. LOT LINE NORTHWEST K A tmUTY` POSE. ELEVATION = 418.50' - -- RIGHT OF WAY LINE SITE BENCH MARK #2. FIRE HYDRANT (LOCATED ON RODNEY PARHAM) WEST - CENTERLINE BOLT APPROXIMATELY SOUTHEAST OF A DRAINAGE MANHOLE 40.0' AW GPPROXIMATELY 94.4' FROM ANOTHER DRAINAGE MANHOLE ACROSS THE STREET. - EXISTING BUILDING ELEVATION = 411AS' - - UNDERGROUNO GAS L/NE ••�-•--- OVERHEAD ELECTRIC NOTE: OVERHEAD ELECTRIC 8 TELEPHONE SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PORCHES. RAMPS. VESTIBULE. SLOPED PAVING. TRUCK DOCKS, BUILDING - SANI TAR SEWER LINES UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS. .... �. .. STORM DRAIN - - UNDERGROUND ELECTRIC -- - WATER L/Nf --- FENCE (CHA/NLINA) BENCHMARK CLEAN OUT _. ELECTRIC METER .. DRAINAGE MANHOLE FLAG POLE - FIRE HYDRANT GAS METER OAS "VE .._.. GRATE INLET GUY POLE GUY WIRE r LIGHT POLE OVERHANGING LIGHT DN UTILITY POLE ' FOUND MAG NAIL W/WASHER -. SE7 NAG NAIL W/WASHER (LS/641) MAIL BOX �I APPR XI -ATE LIMITS OF DETENTION POND 39.18' 38.88' I \ t I I I I ' � I I m I I OlE i ® I 39.72' \� ❑ SITE DETAILS OIA TYPE "A" CONCRETE CURB AND GUTTER OIB TYPE "B' CONCRETE CURB AND GUTTER 03D CONCRETE SIDEWALK 03N WHEELCHAIR RAMP IN SIDEWALK 03M WHEELCHAIR RAMP IN SIDEWALK 07C 8' BOARD FENCE 07J CHAIN LINK FENCE ON RETAINING WALL (BLACK VYNL COATED) 08C HEAVY DUTY CONCRETE PAVING 09N 900 PARKING, ACCESSIBLE PARKING AND "VAN" ACCESSIBLE PARKING SPACE STRIPING 09S ACCESSIBLE/VAN ACCESSIBLE PARKING SIGN (IMPACT RECOVERY SIGN) IOE RICH I /LEE I I URN PAVLMENI MARKING 70A FENCE SLEEVE ON RETAINING WALL 708 BOLLARD BIKE RACK BY SITE SCAPES (402-421-9464). PRODUCT #BP4-02-SM 70C BRECKENRIDGE PAVEMENT DESIGN DETAIL 70G AIR MACHINE 70H 6" CURB/SIDEWALK DETAIL SITE DATA PROPOSED LOT SIZE ±153,202 S.F. ±3.52 ACRES KUM & GO BUILDING 4,958 S F REQUIRED PARKING STANDARD 24 ADA 1 TOTAL 25 PARKING RATIO = 5 + 1 CARS/250 S F. PROPOSED PARKING STANDARD 24 ADA 1 TOTAL 25 PARKING RATIO = 6 + 1 CARS/250 S.F. UTILITYPOLE ELECTRICAL VAULT TELEPHONE VAULT WATER METER WATER VALVE BOTTOM OF BANK BACK TO BACK CURB BUX&AIG CORNER BENCH MARK CURB INLET FLOW CENTERLINE CROWN DRAINAGE MANHOLE ¢ / EDGE OF ASPHAL T\lJ EDGE OF CONCRETE 1 /� EXISTING GRADE EDGE OF GRAVEL FENCE (CHAINLINK) FLOW LINE GRADE BREAK Vicinity M a p GUTTER (FLOWLINE) POLYVINYL CHLORIDE PIPE NOT TO SCALE REINFORCED CONCRETE PIPE RIGHT-OF-WAY SEWER MANHOLE 0 SIDEWALK STEEL LINE - EDGE (�j TOP BANK TOP BACK CLRB � V"\ O REGULAR PARKING SPACE J FRISCO PLACE ADDITION 0 20' 30, 40' RECORD DISTANCES RECORD 0157ANCES SCALE IN FEET WARRANTY DEED, BOOK 334, PAGE IN/ PROPOSED M PROPERTY LINE/RIGHT OF WA`( LINE -- PROPOSED RIGHT OF WAY LINE CENTERLINE CONCRETE CURB AND GUTTER. SEE DETAIL ID. BUILDING CONTROL POINT 38 PROP03EO PARKING SPACES LIMITS OF SIDEWALKS IN CONCRETE APRONS FPO+ FLAG POLE Qom% = = Q SITE LIGHTING (BY OTHERS, LOCATION ■■ S �_e.� IS APPROXIMATE) v QO CURB INLET ROW DEDICATION L r� zL S W Qww a 2 z 3 r - Q ti 4 N u N n Rw¢ w> m Q w 3 PRE PR�� \FAR ON 6400 Westown Parkway West Des Moines, Iowa 50266 P: 515-226-0128 F: 515-223-9873 GENERAL SITE NOTES 0 ryryc A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. L.L d< G B. ALL CURB RETURN RADII SHALL BE 3% OR AS SHOWN TYPICAL, OR AS SHOWN ON THE PLAN, UNLESS OTHERWISE NOTED. w Q Y C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS- ALL CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL. BE INSTALLED PER DETAIL IA UNLESS INDICATED OTHERWISE. ALL CURBING Q ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED PER DETAIL IB. O PAVEMENT SHALL. BE INSTALLED IN ACCORDANCE WITH DETAIL 8C OR PER LL GEOTECHNICAL RECOMMENDATION OVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. ALL 000 PARKING LOT STRIPING INCLUDING ACCESSIBLE UJI AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER DETAIL 9N. Uj L m D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F OR 095. 1 Q L E. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 9S. �, CIO F. CONTRACTOR SHALL PROVIDE CEI ENGINEERING ASSOCIATES, INC., BUILDING C w OFFICIALS AND CITY PLANNERS WITH COMPACTION TEST FOR ALL FILL AREAS. V '^ (D Z Q G. SIGNAGE SHALL BE REVIEWED AND APPROVED BY PLANNING DEPARTMENT PRIOR TO CONSTRUCTION OF SIGNS. _ - W z H. THE CONTRACTOR MUST OBTAIN A GRADING PERMIT INCLUDING A COPY OF THE W NOI, A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN, AND A COPY OF THE GRADING AND EROSION CONTROL PLAN AND POST SMALL CONSTRUCTION SITE NOTICE PRIOR TO MOBILIZATION. O r , �.) Uj I. NO COMBUSTIBLES SHALL BE ALLOWED ON SITE UNTIL FIRE PROTECTION IS IN Ctf PLACE, IF APPLICABLE J. ALL SITE LIGHTING SHALL BE LOW LEVEL AND DIRECTIONAL, DIRECTED DOWNWARD AND INTO THE SITE. K. CONTRACTOR SHALL REPAIR/REPLACE ANY CURB 8 GUTTER AND SIDEWALK KG PROJECT TEAM: THAT IS DAMAGED IN THE PUBLIC RIGHT -OR -WAY, RJR: DL L. PLANS OF ALL WORK IN RIGHT-OF-WAY SHALL BE SUBMITTED FOR APPROVAL SOM: RH PRIOR TO START OF WORK. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY GPM: SN WORK IN THE RIGHT-OF-WAY FROM TRAFFIC ENGINEERING AT 501-379-1805 (TRAVIS HERBNER) M. PRIOR TO CONSTRUCTION OF RETAINING WALLS, AN ENGINEER'S CERTIFICATION OF DESIGN AND PLANS MUST BE SUBMITTED TO PUBLIC WORKS FOR APPROVAL. f2 P AFTER CONSTRUCTION, AN AS -BUILT CERTIFICATION IS REQUIRED FOR CONSTRUCTION OF THE RETAINING WALL. Z W g Z W i Z W 2 Q SITE NOTES 0 0 0 0 LU L Fr V U 028 PROPOSED 6' X 6' CONCRETE TRANSFORMER PAD 02E TRASH DUMPSTER ENCLOSURE (PER ARCH. PLANS) U U U U W 04B EXIT PORCH (PER ARCH. PLANS) o D' LU LU Z LU CL CL 0 09A DOWN SPOUTS - (TYP.-PER ARCH, PLANS) a 12A 4" WIDE PAINTED YELLOW, 2.0 FOOT O.C. @ 45 DEGREES O W LU LU W 12D 4° WIDE PAINTED YELLOW STRIPE (SEE LENGTH INDICATED AT SYMBOL) IZH 4 INCH DOUBLE TRAFFIC YELLOW LANE STRIPES (SEE LENGTH INDICATED AT SYMBOL) UJI LU WW, LU W 12J FIRE LANE STRIPING PER LOCAL CODES 15A STOP SIGN 18D MATCH EXISTING PAVEMENT ELEVATIONS [BE POINT OF RELOCATION M 21A. TAPER CURB TO MATCH EXISTING CURB F SIB LIMITS OF SAWCUT AND PAVEMENT REMOVAL M A 4 70A DESIGNATED SMOKING AREA 708 FIRE EXTINGUISHERS (VERIFY SPECIFIC REQUIREMENTS WITH FIRE MARSHALL) 70C FUEL TANKS a w w W 70D FUEL CANOPY D: K 70F FUEL PUMPS, DATE: 70F FLAG POLE AA 7 .1 NI�1I13 70G E85 FUEL DISPENSERS 70H POLE SIGN (BY KUM & GO) 70J MONUMENT SIGN (BY KUM & GO) SHEET NUMBER: 70L STONE STRONG BLOCK RETAINING WALL BY GEOTECHNICAL ENGINEER CONTRACTED BY CEI PER SEPARATE CONTRACT. SEE SHEET II FOR RELATED DETAILS. (SHOWN FOR O PERMITTING ONLY)