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Home My WebLink AboutZ-8406 Map 1GENERAL NOTES 1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES 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 UTTLE 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 PORTION 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. WESTROCK ANIMAL HOSPITAL PLAT 302.0' MEAS. 302.63' _ ® i LANDSCAPE LANDSCAPE - o AREA 0 12' BUILDING SETBACK/LANDSCAPE BUFFER AREA STORM WATER DETENTION I g O o LANDSCAPE AREA o i- L i. / i rn BUSINESS HOURS) SERVICED DURING PAVEMENT w (WILL BE C) o ASPHALT 00 t :❑ SCREEN LOT 1 0 0 �( DUMPSTER o \ / OPAQUE J o 5.0' CONCRETE SIDEWALK I i OLD HARVEST FOODS/ �I DAVID CLAIBORNE �1 zl S� ml N I LANDSCAPE AREA 37 PARKING SPACES 7,500 SQ. FT. o P I UNDISTURBED I FUTURE EXPANSION BUFFER 5 FT , z-------- 125.00'4L _ - 12 BUILDING SETBACK%LANDSCAPE BUFFER 6.0' WOOD X PRIVACY FENCE X � - - x � PLAT 302.0' MEAS. 302.91' ENOCH SALON e LANDSCAPE ( LANDSCAPE AREA I PLAT 302.0' MEAS. 302.77' 1 -26.00' LOT 2 LANDSCAPE AREA I D(ISTING �. CONCRETE I w ORNEIIWAY _ APRON, .. 00 a- Iaaaqo�" Q Io Q rn Lw O _ 00 S :1- CD O 0 �z AU'' M Li 00 O � =�o � o of o .. 7_VQ 'AB 03J.V0 ONO lONiW NOIS W O 1INN'dld 3H1 NI 03_ON SV SNOI11ON003Ti1011O3PGnS'U3-A j-d�FV- NOISSIWWOO ONINNVId 40b 311111 Eagle Glvm Cv Countryside 0f �� SITE INFORMATION r OWNERSHIP OF DOCUMENTS E. 1. 1.16 ACRES THIS DOCUMENT, AND THE IDEAS AND DESIGNS E 2. GROSS S.F. OF BUILDING: 7,500 S.F. INCORPORATED HEREIN, AS AN INSTRUMENT OF 3. PARKING SPACE: 9' x 20' DRIVE AISLE 26/28' PROFESSIONAL SERVICES, IS THE PROPERTY OF RICKETT ENGINEERING, INC., AND IS NOT TO BE USED, IN 4 PPO POSED USE: DENTAL OFFICE WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RICKETT ENGINEERING, INC. 2 � i Cannery Rd v _ --- _ o-_n6-e/l �d �`- ` PARKING COUNT SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION s PROVIDED: REGULAR 9' x 20': 35 PRACTICES, THE CONTRACTOR WILL BE SOLELY AND HANDICAPPED: 2 COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB PankeyA SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY 37 DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT o a: Piggee St WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO v NORMAL WORKING HOURS. Jerome Dr {"4q REQUIRED PARKING: 12/18 v �" F -- - THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION 8 REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT ¢'1 ro Shepar. 20 10 0 20 40 INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE a -- - CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE 3 SITE A R A CONSTRUCTION SITE. Shepard Dr Crc11Dr _ Sh`°amy%ha TOTAL AREA = 50,678 SQUARE FEET SCALE "r " BUILDING AREA = 7,500 SQUARE FEET 14.8% n o< rr ?� =-pe0. FUTURE BLDG. AREA = 5,000 SQUARE FEET 9.9% AG ENGINEER'S NOTICE TO CONTRACTOR Pa PARKING AREA = 16,692 SQUARE FEET 32.9% 0 A 'P Honey Bear Dr �% R1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND INTERIOR L.S. AREA = 1,796 SQUARE FEET 10.8% O 9 'L � 'Ls, UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS LANDSCAPE AREA = 15,153 SQUARE FEET 31.6% 9 WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 4 n,`; ? TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING ra _y 40 p UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE _ x v Li ®®® O Z ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF PROPOSED ZONING: P.O.D. m Q m THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE u CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ^� MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND L n ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE VICINITY M A P J DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE SITE \7 FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION 810 482 OF THEIR WORK. Ste► ® CM c�a ai N Cm aea C* Ln OO .� L rLn d QCOr == LI �rN #i 0 CD w! mOO-0 O L0 t CD �C an 4)C O x�/ _ CU L it J5.LL Ep Q SCALE it _ nn� RAWN BY v ER CHECKED BY: APPROVED BY : DATE : 10/15/08 CORPORATE SEAL 0I- j G I! R J 'IX EN G V �43Z AS�;,,E,:,�° Ld I PROJECT NO. 08- 012 IJ Is