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Home My WebLink AboutZ-8849 Map 4LEED 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 SF 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/HIGH-ALBEDO/SHADED SURFACES 39,540 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 1. .r.11 ..I - off � I k I % YL N I WITH ICES (OVAL Ili 108 L F ��' i/ 88.32 SF, GAS PRICE SIGN 42.08 SF) 4 . ADJACENT ZONES NORTH CI SOUTH 03 EAST 03 WEST C3 LEGEND SITE BENCHMARK7DRIVE)0 SITE BENCH MARK #1 FIRE HYDRANT /LOCATED ON BRECKENRIBOLT PROPERTYLINE BETWEEN THEE' AND'L' IN THE WORD'MUEUER' APPR53.5SOUTHEAST OF A SANITARY SEWER MANHOLE AND APPR81.4• — — — LOT LINE NORTHWEST OF A UTILITY POLEELEVATION = 418.50' - RIGHT OF WAY LINE SITE BENCH MARK t2: FIRE HYDRANT (LOCATED ON RODNWEST -CENTERL/NE BOLT APPROXIMATELY SOUTHEAST OF A DRAINAGE MANHOaPPROXIMATELY 99.4' FROM ANOTHER DRAINAGE MANHOLE ACRREET. EXISTING BUILDING ELEVATION = 41L85' - - UNDERGROUND GAS LINE OVERHEAD ELECTRIC NOTE: OVERHEAD ELECTRIC 9 TELEPHONE SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PORCHES. RAMPS. VESTIBULE, SLOPED PAVING. TRUCK DOCKS. BUILDING "' SA NI TAR SEWER LINES UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS. .... STORM DR41N - UNDERGROUND ELECTRIC WATER LINE PCNCE (CHA/NLINC) a"` BENCHMARK CLEAN OUT ELECTRIC METER .. DRAINAGE MANHOLE FLAG POLE • FIRE HYDRANT GAS METER GAS VALVE GRATE INLET - GUY POLE GUY WIRE LIGHT POLE OVERHANGING LIGHT ON UTILI TY POLE tip? FOUND HAG NAIL W/WASHER SET MAG NAIL WIWASHEH (LSI641) MAIL BOX _. _.. ..._ _.. ._. .::_. .-,.- _. ... .:.r ::.... FOUND REBAR (AS NOTED) _..._. _ SET REBAR (AS NOTED) RISER UNKNOWN SEWER MANHOLE . .. _ .... -^- SIGN -- DECIDUOUS TREE (SIZE) }� 163. 70 TO PROPERTY CORNER AVI z k77\7 .SA 01A 21A 21A20'^ c R20 12F ___ _ _ iN 77� i1iFI � YI.. u.. . _... ,. .. .. r. v 03G i�'I I r - I p�"� SEPARATE DOCUMENT Re lI L; �L I oac .... _... _ 36' 7013 2 EACH LIGHTED LOGO $$IQN4GE ; BY OWNER (25.12 SF OR n ('- 40' 12' 28' 28' 28' 28' 28, 28' 28' 12' 39.5' APPROXIMATE -- t I/ o) Chi 7 )J °0} U U V 'I LIGHTED LOGO I� SIGNAGE BY OWNER U O a N 1 (25.12 SF OR 34.7%)TYP 70E U �� no ® 1\ L '" 0'�. y � • A • 7OD 708 10B 70B 108 BK I Iv. ,1 I TANK OV DIG AREA I 1' M ®° '12K MID GRADE "'- � � `�®•, 12 C'_EA ZONE 08C I ,h : _ FOR FLAG POLE ®` 12K DIESEL : 60 SF 12A I 12J . 9• TYP. 20K UNLEADED RIO' NVA i 41.86' 14.54' 70H 10' 03N 095 3.6' .. I. t. ., .. - - .. .. ..- .. r I . I�I 6 L_____J I: R20' G9A 09A T R15 ! - / O H LI ED LOG IGN GE� L GH ED LOGO SIGNAGE \ BY OWNER 25. 12 SF) `1 BY OWNER (39 SF) Q Q n I e KUM & GO C2B :..-•.:-. i:9A BLDG. PROPOSED Row DeD1CATIQN i T P. 44'-8' x III'-O" FFE= 415.90' ` o❑E DETENTION POND LIGHTED LOGO S=.GNAGE 38.88' BY OWNER (25.12 SF OR 34.7%) �I GlE I 39.72' \� Rin 33.6' DUMPSTER ENCLOSURE 12'D X 30'W 56' �I i ❑ 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 07E 8' DOARD FENCE 07J CHAIN LINK FENCE ON RETAINING WALL (BLACK VYNL COATED) 08C HEAVY DUTY CONCRETE PAVING 09N 90- PARKING ACCESSIBLE PARKING AND 'VAN' ACCESSIBLE PARKING SPACE STRIPING 09S ACCESSIBLE/VAN ACCESSIBLE PARKING SIGN (IMPACT RECOVERY SIGN) IOE RIGHT/LEFT TURN PAVEMENT MARKING 70A FENCE SLEEVE ON RETAINING WALL 708 BOLLARD BIKE RACK BY SITE SCARES (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. 1 07ILITYPOLE 1E ekbm ELECTRICAL VAULT b0habb x TELEPHONE VAUL T WA TER METER WATER VALVE BOTTOM OF BANK I BACK TO BACK CURB BUILDING CORNER BENCH MARK CURB INLET FLOW �• "�' CENTERLINE CROWN DRAINAGE MANHOLE EDGE OF ASPHAL T 1 EDGE OF CONCRETE /jV\ EXISTING GRADE EDGE OF GRAVEL FENCE (CHA/NLINK) FLOW LINE GRADEBREAK Vicinity Map GUTTER (PLOWL/NE) POLYVINYL CHLORIDE PIPE NOT TO SCALE REINFORCED CONCRETE PIPE RIGHT-OF-WAY SEWER MANHOLE 0 SIDEWALK STEEL LINE - EDGE TOP BANK TOP BACK CL67B \ O C, REGULAR PARKING SPACE v` FRISCO PLACE ADDITION 0 20' 30, 40' RECORD DISTANCES RECORD DISTANCES SCALE IN FEET WARRANTY GEED, BOOK 334, PAGE MY PROPOSED PROPERTY LINE/RIGHT OF WAY LINE M -- PROPOSED RIGHT OF WAY LINE - CENTERLINE CONCRETE CURB AND GUTTER. SEE DETAIL ID. BUILDING CONTROL POINT 38 PROPOSED PARKING SPACES LIMITS OF SIDEWALKS & CONCRETE APRONS FP Q+ FLAG POLE �a> = SITE LIGHTING (BY OTHERS, LOCATION ■ IS APPROXIMATE) CCCT))) CURB INLET ROW DEDICATION GENERAL SITE NOTES — 1 V a� P o ry C I lam„ (b � C�y,, U �W � v) Q 2 j Lu `�I Z h w w a CC n Q ^ M 2 w C,, N i �� J E2 � ui 2 y wa z�z w 3 W �NPR� PREN F�� pN Coll �R 6400 Westown Parkway West Des Moines, Iowa 50266 P:515-226-0128 F: 515-223-9873 m A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL CURB RETURN RADII SHALL BE 3'. OR AS SHOWN TYPICAL, OR AS SHOWN ON THE PLAN, UNLESS OTHERWISE NOTED. C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPFCIFICATIONS- ALL CURB AND GLITTER ADJACENTTO ASPHALT PAVING SHALL BE INSTALLED Q PER DETAIL IA UNLESS INDICATED OTHERWISE. ALL CURBING ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED PER DETAIL IB. O PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 8C OR PER f'1/ L.L GEOTECHNICAL RECOMMENDATION OVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES, ALL 90- PARKING LOT STRIPING INCLUDING ACCESSIBLE 7 AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER DETAIL 9N. W L D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F OR 09S. Q � E. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 9S. F. CONTRACTOR SHALL PROVIDE CEI ENGINEERING ASSOCIATES, INC., BUILDING W OFFICIALS AND CITY PLANNERS WITH COMPACTION TEST FOR ALL FILL AREAS. V `^ `.J Q G. SIGNAGE SHALL BE REVIEWED AND APPROVED BY PLANNING DEPARTMENT PRIOR qqr— TO CONSTRUCTION OF SIGNS. z H. THE CONTRACTOR MUST OBTAIN A GRADING PERMIT INCLUDING A COPY OF THE q [ 1 ■ NOI, A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN, AND A COPY W OF THE GRADING AND EROSION CONTROL PLAN AND POST SMALL CONSTRUCTION SITE NOTICE PRIOR TO MOBILIZATION. O w ui I. NO COMBUSTIBLES SHALL BE ALLOWED ON SITE UNTIL FIRE PROTECTION IS IN u / PLACE, IF APPLICABLE.� a J. ALL SITE LIGHTING SHALL BE LOW LEVEL AND DIRECTIONAL, DIRECTED DOWNWARD AND INTO THE SITE. K. CONTRACTOR SHALL REPAIR/REPLACE ANY CURB IS GUTTER AND SIDEWALK KG PROJECT TEAM:. THAT IS DAMAGED IN THE PUBLIC RIGHT -OR -WAY, RDR: DL L. PLANS OF ALL WORK IN RIGHT-OF-WAY SHALL BE SUBMITTED FOR APPROVAL SDM: RH PRIOR TO START OF WORK. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY CPM. 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. AFTER CONSTRUCTION, ONSTRUCT ON, AN AS BUILT CERTIFICATION IS REQUIRED FOR Ful CONSTRUCTION OF THE RETAINING WALL. W m W 2 w 2 O SITE NOTES 0 Op p U 02B PROPOSED 6' X 6' CONCRETE TRANSFORMER PAD 02E TRASH DUMPSTER ENCLOSURE (PER ARCH. PLANS) U U U U N 048 EXIT PORCH (PER ARCH. PLANS) 9) O (L CL (L 09A DOWN SPOUTS - (TYP.-PER ARCH. PLANS) 12A 4' WIDE PAINTED YELLOW, 2.0 FOOT O.C. @ 45 DEGREES Z O W W OW _ 0 12D 4" WIDE PAINTED YELLOW STRIPE (SEE LENGTH INDICATED AT SYMBOL) 12H 4 INCH DOUBLE TRAFFIC YELLOW LANE STRIPES (SEE LENGTH INDICATED AT SYMBOL) Lu � uj LU W W 12J FIRE LANE STRIPING PER LOCAL CODES 15A STOP SIGN IBD MATCH EXISTING PAVEMENT ELEVATIONS 18E POINT OF RELOCATION W 21A TAPER CURB TO MATCH EXISTING CURB Q _M r.L N N 51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL 70A DESIGNATED SMOKING AREA 70B FIRE EXTINGUISHERS (VERIFY SPECIFIC REQUIREMENTS WITH FIRE MARSHALL) r` 14 M 70C FUEL TANKS a 70D FUEL CANOPY � � C. 70F FIIFI PUMPS DATE: 70F FLAG POLE 4117113 70G E85 FUEL DISPENSERS 70H POLE SIGN (BY KUM 8 GO) SHEET NUMBER: 701 MONUMENT SIGN (BY KUM N GO) 70L STONE STRONG BLOCK RETAINING WALL BY GEOTECHNICAL ENGINEER CONTRACTED BY CEI PER SEPARATE CONTRACT. SEE SHEET 11 FOR RELATED DETAILS. (SHOWN FOR O PERMITTING ONLY)