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Home My WebLink AboutZ-8406 Map 2GENERAL NOTES 1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES .ARE BASED ON RECORDS FROM SAID UTILITY CCMFANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. 2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. 3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT. 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK WASTE WATER UTILITY SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS LATEST EDITION. 6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO CENTRAL ARKANSAS WATER REQUIREMENTS. 7. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK. 8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 135 TONS,/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF -SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS. 12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED. 13. STORM WATER DETENTION WILL BE DESIGNED ON -SITE OWNER: RENE' LaVERGNE 14104 TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS 72211 DEVELOPER: MICHAEL KITCHENS ADDRESS LITTLE ROCK, ARKANSAS 72205 REPRESENTATIVE: MARK E. RICKETT, PE 1425 VICTORIA LANE LITTLE ROCK, ARKANSAS 72223 (501) 821-5590 LEGAL DESCRIPTION: LOTS 1 & 2, CHESTER PHIWPS ADDITION TO THE CITY OF UTLE ROCK, PULASKI COUNTY, ARKANSAS NOTES: 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PAINT STRIPE MARKINGS SHALL BE 4" WIDE YELLOW TRAFFIC PAINT WITH THE EXCEPTION OF HANDICAP AND DIRECTIONAL MARKINGS. SEE DETAIL SHEETS FOR INFORMATION. 3. PAINT HANDICAP PARKING BUMPER CURBS AND SLOPED PORTI/,NS OF SIDEWALKS HANDICAP BLUE. 4. BOUNDARY & TOPOGRAPHIC SURVEY BY 5. SUBJECT PROPERTY ZONED R-2 6. ALL BUILDING DIMENSION TIES ARE TO THE FOUNDATION SLAB AND ARE PERPENDICULAR TO THE PROPERTY LINE. SEE THE ARCHITECT'S FOUNDATION PLAN FOR SLAB DIMENSIONS. 7. SURVEY INFORMATION TAKEN FROM PLAT DRAWING BY OTHERS. THIS DRAWING DOES NOT GUARANTEE THE ACCURACY OF SURVEY DATA. Eaal€ Glenn Cv '.. Countryside Cv r �'� p P� r4 W 0 Y Cantrell -Rd v - t' QAi 4 Q N V V u Pankey A F _. 3 0` o Pggeest 3 Li/ " - c m r z ]erome Dr /%'Q e WESTROCK ANIMAL HOSPITAL PLAT 302.0' MEAS. 302.63' - i-� - r� LANDSCAPE LANDSCAPE CA \ o AREA 12' BUILDING SETBACK ------------- LANDSCAPE BUFFER AREA - - _ _ STORM WATER DETENTION I 8 O NDSC �AREA�E o 0 o 0 BUSINESS HOURS) SERVICED DURING PAVEMENT w (WILL BE ASPHALT 00 I El SCREEN LOT 1 o_ o <L DUMPSTER o b I / OPAQUE o `- 5.0' 'CONCRETE SIDEWALK zl OLD HARVEST FOODS/ ! DAVID CLAIBORNE w6 Robyn Ln T0%,, F c d (:email Dr w pen Honey Bear Dr n n VICINITY MAP rer Shepard Or Sys vy�R F Y SITE LANDSCAPE 58.68' AREA 33.68' 100.00' I I I 37 PARKING SPACES 91 7,500 SQ. FT. m N I �I I rn I LLJ o UNDISTURBED FUTURE EXPANSION �. BUFFER I 5 000 Q FT., 12' BUILDING SETBACK%IAWCAPE BUFFER 6.0' WOOD - X PRNXY FENCE - X PLAT 302.0' MEAS. 302.91' LANDSCAPE I LANDSCAPE AREA AREA I Ilo PLAT 302.0' MEAS. 302.77' X- ENOCH SALON LOT 2 LANDSCAPE AREA 18.00'- - J LANDSCAPE AREA SITE INFORMATION _7 1. 1.16 ACRES 2. GROSS S.F. OF BUILDING: 7,500 S.F. . PARKING SPACE: 9' x 20' DRIVE AISLE 26/28' 4. PROPOSED USE: DENTAL OFFICE PARKING COUNT PROVIDED: REGULAR 9' x 20': 35 HANDICAPPED: 2 37 REQUIRED PARKING: 12/18 SITE AREAS TOTAL AREA = 50,678 SQUARE FEET BUILDING AREA = 7,500 SQUARE FEET FUTURE BLDG. AREA = 5,000 SQUARE FEET PARKING AREA = 16,692 SQUARE FEET INTERIOR L.S. AREA = 1,796 SQUARE FEET LANDSCAPE AREA = 15,153 SQUARE FEET 14.8% 9.9% 32.9% 10.8% 31.6% PROPOSED ZONING: F.Q.D. EXISTING a' iCONCRETE I w DRIVEWAY APRON 00 o.. Q E)-- I z Lyr00 o� =io � o � o Iz O J Q w S00 0 -45.00' 20 10 0 20 40 SCALE D\ v C)�lf� W O m m 7\800 48' S9g� 3V0 As Q < IVII Q31V03int' NO S W INNVId 3H1 NI Q310N SV SNOLLIQN003H101103rens,a A Hdd NOISSIWW00 DNINNVId NOON 31 H II OWNERSHIP OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF RICKETT ENGINEERING, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RICKETT ENGINEERING, INC. SAFETY NOTICE TO CONTRACTOR �N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ME-ASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE', DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION OF THEIR WORK. a± cm C4 of = j% C ' ~ .0 a% CCc CD _ CLo Loc0 CD o t4 L ai �C r Lr) am C4 _ CO v N Qu� OC Ln fOq � i W = �/ L =_0X Cc J CL LL r= SCALE 1» ZO' PRAWN BY MER CHECKED BY APPROVED BY DATE : 10 150 08 CORPORATE SEAL CORPORATE..A j tG 'Ck: EN G �- =w o_ 3 r \ as gAiS�nnN„u," LLI rI U 1n �V) Z Z a LiJ Y C) Q V / Z v Uw PROJECTNO. 08- 012 POD z Q CL