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Home My WebLink AboutZ-7699 Map 1AR. HIGHWAY 10/CANTRELL ROAD (R.O.W. VARIES) 4.6 CURB CONC. DRIVEWAY APRON - H.C. RAMP TYPICAL PROPOSED,,�� MONUMENT SIGN LANDSCAPED AREA 40' LANDSCAPING SETBACK ..5- SIDEWALK : " ;' IPROPOSE6 TWO STORY OFFICO BUILDING 1 AREN= 5600 S.F j FF ELEVATION 28.00 t i � F_ rn CV 00 M 0 cn i CONCRETE DUMPSTER PAD W/FENCE 14W `--6.0' WOOD PRIVACY FENCE 25' SETBACK 21 y ON EAST SIDE OF SITE N3 90 ' rn LANDSCAPED AREA v= L 4: 7_`90, N EXISTING WOODEN PRIVACY FENCE ALONG THE SOUTH SITE DATA PROPERTY ADDRESS: 16601 CANTRELL ROAD CURRENT ZONE CLASSIFICATION: R-2 PROPOSED ZONE CLASSIFICATION: P.O.D. PROPOSED USES CONSISTANT NTH 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. LEGEND HOURS OF OPERATION: 8 A.M. - 5 P.M. MONDAY - FRIDAY O FOUND IRON PIN SURROUND DUMPSTER WITH 6' HIGH WOODEN FENCING. 0 SET IRON PIN 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 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 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 PORTION OF THEIR WORK. GENERAL NOTES:- I. OTES:i. CAUTION: UNDERGROUND UTILITIES UE WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE UTILITIES 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 (E)(CEPT 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 UNE. 4. SURVEY BOUNDARY INFORMATION WAS DONE BY OTHERS (DONALD W. BROOKS RLS /5) TOPOGRAPHIC SURVEY WAS DONE BY RANDALL LANE HOUSLEY RLS #1457 5. CONTRACTLII2 IS RESPONSIBLE FOR DAMAGE TO EXISTING STRUCTURES, PAVEMENTS, AND UTILITIES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH UTILITY REQUIREMENTS AND SCHEDULING CONNECTIONS PRIOR TO TAPPING EXISTING UTILITIES. 7. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION OF THE PROJECT. 8. THE CONTRACTOR SHALL 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. U,DIG! -11 -�� CD �2 C � 0 QI HT1 9� �00_aQ�-89 SURVEY DESCRIPTION * PART OF TRACT *A* OF WILDWOOD SUBDIVISION, PULASKI COUNTY, ARKANSAS LOCATED IN THE NORTHEAST QUARTER (NE%) OF THE NORTHWEST QUARTER (NW4) 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 LINE OF SAID LOT 3,180.79 FEET TO THE SOUTH RIGHT OF WAY LINE OF ARKANSAS STATE HIGHWAY #10; THENCE NORTH 89-24'0T EAST ALONG SAID SOUTH RIGHT OF WAY LINE, 105.06 FEET TO A POINT ON THE EAST LINE OF SAID TRACT "A" W1L.DWOOD SUBDIVISION; THENCE SOUTH 0133'09" WEST ALONG SAID EAST LINE 18297 FEET TO THE NORTHEAST CORNER OF LOT 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 UNE OF LOT 5, SAID MONTAGNE COURT," PHASE I, 106.59 FEET TO THE POINT OF BEGINNING, IN PULASKI COUNTY ARKANSAS. I o '0.. P;R 0FE8818NAL BNGiN16E;R 4, Na. 9116 I SEWER MANHOLE O GAS METER- FIRE HYDRANT D4 WATER UNE VALVE WATER METER m TELEPHONE BOX POWER POLE C GUY WIRE TRANSFORMER OR JCT [)OX (� CABLE TELEVISION BOX PROPERTY LINE ~- ------------------------ BUILDING SETBACK LINE ----------- -- EASEMENT UNE C:) WOOD PRIVACY FENCE — 5 SANITARY SEWER UNE —oma OVERHEAD ELECTRIC LINES — FLOWUNIE DRAINAGE DITCH — -- PROPOSED SANITARY SEWER LINE W PROPOSED CONC. CURB J PROPOSED WATER -4 'a. PROPOSED CONCRETE _ PROPOSED ASPHALT PAVING PROPOSED CONCRETE SIDEWALK 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 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 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 PORTION OF THEIR WORK. GENERAL NOTES:- I. OTES:i. CAUTION: UNDERGROUND UTILITIES UE WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE UTILITIES 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 (E)(CEPT 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 UNE. 4. SURVEY BOUNDARY INFORMATION WAS DONE BY OTHERS (DONALD W. BROOKS RLS /5) TOPOGRAPHIC SURVEY WAS DONE BY RANDALL LANE HOUSLEY RLS #1457 5. CONTRACTLII2 IS RESPONSIBLE FOR DAMAGE TO EXISTING STRUCTURES, PAVEMENTS, AND UTILITIES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH UTILITY REQUIREMENTS AND SCHEDULING CONNECTIONS PRIOR TO TAPPING EXISTING UTILITIES. 7. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION OF THE PROJECT. 8. THE CONTRACTOR SHALL 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. U,DIG! -11 -�� CD �2 C � 0 QI HT1 9� �00_aQ�-89 SURVEY DESCRIPTION * PART OF TRACT *A* OF WILDWOOD SUBDIVISION, PULASKI COUNTY, ARKANSAS LOCATED IN THE NORTHEAST QUARTER (NE%) OF THE NORTHWEST QUARTER (NW4) 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 LINE OF SAID LOT 3,180.79 FEET TO THE SOUTH RIGHT OF WAY LINE OF ARKANSAS STATE HIGHWAY #10; THENCE NORTH 89-24'0T EAST ALONG SAID SOUTH RIGHT OF WAY LINE, 105.06 FEET TO A POINT ON THE EAST LINE OF SAID TRACT "A" W1L.DWOOD SUBDIVISION; THENCE SOUTH 0133'09" WEST ALONG SAID EAST LINE 18297 FEET TO THE NORTHEAST CORNER OF LOT 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 UNE OF LOT 5, SAID MONTAGNE COURT," PHASE I, 106.59 FEET TO THE POINT OF BEGINNING, IN PULASKI COUNTY ARKANSAS. I o '0.. P;R 0FE8818NAL BNGiN16E;R 4, Na. 9116 I • SURVEY DESCRIPTION OBTAINED FROM SURv Y PROVIDED TO THE ENGINEER BY THE OWNER — REFERENCE DON BROOKS SURVEY DATED 4/16/04. Revisions 3/21/05 — REVISED PER COLR COMMENTS SITE DIMENSIONING PLAN SAFETY NOTICE TO CONTRACTOR IN 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 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 CRAFTON, TULL ASSOCIATES, INC. Drown by JTK Checked by Date JAN. 28, 2005 Job Number 048020-00 Contact Person M. RICKETT Sheet Number C2 Z LU OLU Z > LU 0 �-- <C C:) m z 0 W Q Q W J • SURVEY DESCRIPTION OBTAINED FROM SURv Y PROVIDED TO THE ENGINEER BY THE OWNER — REFERENCE DON BROOKS SURVEY DATED 4/16/04. Revisions 3/21/05 — REVISED PER COLR COMMENTS SITE DIMENSIONING PLAN SAFETY NOTICE TO CONTRACTOR IN 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 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 CRAFTON, TULL ASSOCIATES, INC. Drown by JTK Checked by Date JAN. 28, 2005 Job Number 048020-00 Contact Person M. RICKETT Sheet Number C2