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Home My WebLink AboutZ-7699 Map 5AR. HIGHWAY 1O/CANTRELL ROAD 4.0' CURB CUT (R.O.W. VARIES) CONC. DRIVEWAY APRON 6 WO - - PROPOS®/" MONUMENT SIGN LANDSCAPED AREA 40' LANDSCAPING SETBACK T_ rn 0V 00 mall - �It Vii; I I I IPROPOSE6 TWO STORY CONCRETE DUMPSTER PAD W/FENCE J OFFICE BUILDING I 1 AREAJ= 5600 S.F FF ELEVATION 2871.00 J J I 7 A' WOOD PRIVACY FENCE IL25' SETBACK 21 �75' ON EAST SIDE OF SITE N 9O`' Of LANDSCAPED AREA �= ON 90 . `j 1 EXISTING WOODEN PRIVACY FENCE ALONG THE SOUTH LEGEND 0 FOUND IRON PIN SET IRON PIN O SEWER MANHOLE SITE DATA PROPERTY ADDRESS: 16601 CANTRELL ROAD CURRENT ZONE CLASSIFICATION: R-2 PROPOSED ZONE CLASSIFICATION: P.O.D. PROPOSED USES CONSISTANT WITH 0-3 ZONING FLOOR AREA: PR. BUILDING = 5,600 SQ.FT. PARKING REQIUIREMENTS: 1 SPACE PER 300 S.F. PARKING SPACES REQUIRED: 14 PARKING SPACES PROVIDED: 14 (INCL 1 H.C.) LANDSCAPE AREA PROVIDED: 9100 SQ.FT. BUILDING HEIGHT: 30 FT. HOURS OF OPERATION: 8 A.M. - 5 P.M. MONDAY - FRIDAY SURROUND DUMPSTER WITH 6' HIGH WOODEN FENCING. 0 GAS METER - FIRE HYDRANT D4 WATER UNE VALVE O WATER METER Irl TELEPHONE BOX POWER POLE C GUY WIRE TRANSFORMER OR JCT BOX SI CABLE TELEVISION BOX JO W PROPERTYLINE --® -------------------- BUILDING SETBACK LINE ---------- -- EASEMENT UNE WOOD PRIVACY FENCE —`--s SANITARY SEWER LINE 0 OVERHEAD ELECTRIC LINES --- —--- — — -- FLOWLINE DRAINAGE DITCH Q PROPOSED SANITARY SEWER LINE PROPOSED CONC. CURB —®W—� PROPOSED WATER PROPOSED CONCRETE a Z Z J PROPOSED �jMENVOINME ASPHALT PAVING PROPOSED CONCRETE SIDEWALK a,- t,, PROPOSED CONCRETE DUMPSTER PAD PROPOSED HEAVY DUTY CONCRETE APRON ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND - UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGETHERE 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 MEASURES 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 POR11ON OF THEIR WORK. GENERAL NOTES: I. CAUTION: UNDERGROUND UTIUIIES UE WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE UTIUTIES ON THE PLANS, HOWEVER ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THE LOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKING UNTIL THEY ARE NO LONGER NECESSARY. 2 ARKANSAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, REQUIRES TWO WORKING DAYS ADVANCE NOTIFICATION THROUGH THE ARKANSAS ONE -CALL SYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE ONE -CALL SYSTEM TELEPHONE NUMBER IS 1-800-482-8998 THE CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT MAKING THIS CALL NOT ALL UTILITY COMPANIES ARE MEMBERS OF THE ARKANSAS ONE -CALL SYSTEM: THE CONTRACTOR IS ADVISED TO CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE -CALL SYSTEM. 3. DIMENSIONS GIVEN ARE TO THE BACK OF CURB, CENTER OF PARKING STRIPE, FACE OF BUILDING, EDGE OF PAVEMENT, FACE OF RETAINING WALL, FRONT FACE OF INLETS, OR THE PROPERTY LINE. 4. SURVEY BOUNDARY INFORMATION WAS DONE BY OTHERS (DONALD W. BROOKS RLS #i) TOPOGRAPHIC SURVEY WAS DONE BY RANDALL LANE HOUSLEY RLS #1457 5. CONTRACTIR IS RESPONSIBLE FOR DAMACk TO EX',SlING STRUCTURES, PAVEMEN-iS, AND UTILITIES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH UTILITY REQUIREMENTS AND SCHEDULING CONNECTIONS PRIOR TO TAPPING EXISTING UTIUTTES. 7. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION OF THE PROJECT. 8. 'THE CONTRACTOR SHAD- COMPLY WITH THE LATEST STANDARDS OF OSHA FOR EXCAVATION AND TRENCHING PROCEDURES. 9. CONTRACTOR SHALL COORDINATE THE INSPECTION OF UTILITY AND PAVEMENT CONSTRUCTION WITH THE APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES OR PAVING OPERATIONS. 10. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE APPROPRIATE AUTHORITIE 11. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES BEFORE CONSTRUCTION. IMMEDIATELY REPORT CONFLICTS TO THE ENGINEER. I -l�CD LJ X42 a� W SURVEY DESCRIP-PON * PART OF TRACT "A" OF WILDWOOD SUBDIVISION, PULASKI COL NTY, ARKANSAS LOCATED IN THE NORTHEAST QUARTER (NEJ) OF THE NORTHWEST QUARTER (NWJ) OF SECTION 24, TOWNSHIP 2 NORTH, RANGE 14 WEST LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHEAST CORNER -OF LOT 3, WILDWOOD SUBDIVISION, PULASKI COUNTY, ARKANSAS, THENCE, NORTH 02-03'18' EAST ALONG THE EAST UNE OF SAID LOT 3,180.79 FEET TO THE SOUTH RIGHT OF WAY LINE OF ARKANSAS STATE HIGHWAY #10, THENCE NORTH 89-207' EAST ALONG SAID SOUTH RIGHT OF WAY LINE, 105.06 FEET TO A POINT ON THE EAST LINE OF SAID TRACT "A" WILDWOOD SUBDIVISION; THENCE SOUTH 01-33'09" WEST ALONG SAID EAST LINE 182.97 FEET TOME NORTHEAST CORNER OF COT 6 OF MONTAGNE COURT, PHASE I, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE NORTH 89-31'52" WEST ALONG THE NORTH LINE OF SAID LOT 6 AND ALONG THE NORTH LINE OF LOT 5, SAID MONTAGNE COURT, PHASE 1, 106.59 FEET TO THE POINT OF BEGINNING, IN PULASKI COUNTY ARKANSAS. * SURVEY DESCRIPTION OBTAINED FROM SURVEY PROVIDED TO THE ENGINEER BY THE OWNER -REFERENCE DON BROOKS SuRvtY DA Ito 4/16/04. Revisions 3/21/05 - REVISED PER M cnuMFTJT c I SITE DIMENSIONING PLAN Pte_ yc DTAfM UL 3 ASM7M NG Nu 109 r , AM A FTROFER ICNAL ENGINEER tNo. 9116 v i E rn 0 i n - i/% 0 a; CD v a "Cc (D ® vl > U) Q CO �to( �rU" a) N LL 06 0�LL C c<1 O co _S cy UM LL 0 -tr L N co N (� oJuC)i N ® C c l W W SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUGTION PRACTICES, THE CONTRACTOR WALL 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 RENEW OF THE ADEQUAGY OF THE CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE OWNERSHIP OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF GRAFTON, TULL & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF GRAFTON, TULL & ASSOCIATES, INC. Drawn by JTK Checked by F Job Number 048020-00 Contact Person M. RICKETT Sheet Number C2_1 Z W 75 Q Z JO W W Q O Z 0 L LI Q QCK J LU Z Z J SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUGTION PRACTICES, THE CONTRACTOR WALL 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 RENEW OF THE ADEQUAGY OF THE CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE OWNERSHIP OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF GRAFTON, TULL & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF GRAFTON, TULL & ASSOCIATES, INC. Drawn by JTK Checked by F Job Number 048020-00 Contact Person M. RICKETT Sheet Number C2_1