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Home My WebLink AboutZ-7311 Map 3Fletcher Street (co, 0 J I Mn� f ---- ------- - CONNECT"k'o WHITE I R20 DRAINAGE CURB T 0 EX I ST I N G 5TRI PE CUP13 STPUCTURE "ONE WAI C1, PROVIDE �N SIGN ARROW POINTIN i�c-, G TO LEFT - U MUTCD RG -2 Flo ".2 PROVIDE AND INI n� .......... IF77T �5 I�.11? -TO NOT ENTEP" 51� RO DE ANbJTE�5 I �1- – - 1-7 'DC) NOT ffNTEK'51 'DC) NOT ffNTEK'51 N - RE: MUTCL) P5-1 MUTCD F5- I PEMOVE AND DISPOSE P PROVIDE AND OF ±40LF Of FENCE TO f I N5TALL 5TOF" SIGN PROVIDE OPENING MR NEW DRJVE ... .. .. Pff: MUTCE) IRJ - I PROVIDE SWING GATE AND NECE55ARY EXISTING 0 APPURTENANCES TO 50ARD PENCE CLOSE ACCF55 TO R3. i FLETCHER 5TREET AFFPDXIMATE AREA Of ISOLATED A,9rHALT FAILURES - PATCH AND PEGIRADE. AREA SHOULD 15E GRADE[) TO DKNN TO THE EX15TINC SWALE THAT DRAINS TO A PIPE UNDER (�Tll STREET. (NOTE: OTHER AREAS ON THE SITE MAY REQUIRE PATCH WORK, THESIE AREAS WILL 5ff fIELD-IDENTIffIffD 13Y THE ENGINEER.) SURVEYOR'S NOTES: 1. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THE SURVEY. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 3. THIS PROPERTY IS ZONED: R-1 (ZONING) BUILDING SETBACKS ARE AS FOLLOWS: FRONT: 25' FROM PROPERTY LINE OR 55' FROM CENTERLINE OF EXISTING WHICHEVER IS GREATER. SIDE: 10' FROM INTERIOR PROPERTY LINE. REAR: 10' FROM PROPERTY LINE. 4. BASIS OF BEARINGS: PAGIS (SCALED) ----- - - -- -------------- EXISTING DUILDIOG FRONT ".5 --A P, 0 EX15TING G1 5'WIDE APPROACH To FLETCHERN DOARD FENCE ....... ........... FLUME TO STREET UP TC 20'AlStf BUILDING W7ZACK UNE EXISTING WAY PEP On U r- LJ I I LF .. J2G )5 DRAINAGE KOCK STANDARDS 1-241-f 5'WIDff FLUME CONNECT �iTRUCTUFE HIC7,H CUPt3 Of 12" TO EXISTING TO EXISTING CONNECT"k'o WHITE I R20 DRAINAGE CURB T 0 EX I ST I N G 5TRI PE CUP13 STPUCTURE "ONE WAI C1, PROVIDE �N SIGN ARROW POINTIN i�c-, G TO LEFT - U MUTCD RG -2 Flo ".2 PROVIDE AND INI n� .......... IF77T �5 I�.11? -TO NOT ENTEP" 51� RO DE ANbJTE�5 I �1- – - 1-7 'DC) NOT ffNTEK'51 'DC) NOT ffNTEK'51 N - RE: MUTCL) P5-1 MUTCD F5- I PEMOVE AND DISPOSE P PROVIDE AND OF ±40LF Of FENCE TO f I N5TALL 5TOF" SIGN PROVIDE OPENING MR NEW DRJVE ... .. .. Pff: MUTCE) IRJ - I PROVIDE SWING GATE AND NECE55ARY EXISTING 0 APPURTENANCES TO 50ARD PENCE CLOSE ACCF55 TO R3. i FLETCHER 5TREET AFFPDXIMATE AREA Of ISOLATED A,9rHALT FAILURES - PATCH AND PEGIRADE. AREA SHOULD 15E GRADE[) TO DKNN TO THE EX15TINC SWALE THAT DRAINS TO A PIPE UNDER (�Tll STREET. (NOTE: OTHER AREAS ON THE SITE MAY REQUIRE PATCH WORK, THESIE AREAS WILL 5ff fIELD-IDENTIffIffD 13Y THE ENGINEER.) SURVEYOR'S NOTES: 1. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THE SURVEY. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 3. THIS PROPERTY IS ZONED: R-1 (ZONING) BUILDING SETBACKS ARE AS FOLLOWS: FRONT: 25' FROM PROPERTY LINE OR 55' FROM CENTERLINE OF EXISTING WHICHEVER IS GREATER. SIDE: 10' FROM INTERIOR PROPERTY LINE. REAR: 10' FROM PROPERTY LINE. 4. BASIS OF BEARINGS: PAGIS (SCALED) ----- - - -- -------------- EXISTING DUILDIOG FRONT ".5 --A P, UTILITY CONTACTS Southwestern Sell Contact: Mr. Ran Anderson Supervisor Engineering Dept. Address: 1111 W. Capitol Ave Room # 405 Little Rock, AR 72201 Entergy Arkansas (Electric) Contact- Ms Wendy Henderson Phone: '(501) 954-5166 Address: #9 Entergy Court Little Rock, AR 72211 Reliant Energy/ARKLA (Gas) Contact: Mr. Chris Cathey Phone: 1-501-377-4661 Address: 1515 East 15th St. Little Rock, AR 72202 IX q� 'C9 3�, j� 1151 Q) �w 25,?.84 Central Arkansas Water Contact: Ms. Marie Dugan Phone: (501) 377-1222 Fox: (501) 377-1287 Address: 1500 W. Maryland North Little Rock, AR 72120 Comcost Cablevision of Arkansas Contact: Mr. Myron Welch Phone. (501) 376-5700 Little Rock Municipal Waterworks — Wastewater Dept. Contact: Mr. Rick Simmons, Engineering Dept. Phone: (501) 688-1420 Address: 221 E. Capitol Ave. Little Rock, AR 72202 a TV ---- --- -- - rL. WWI PROTECT EX15TING TREES, G" HIGH CUP5 WITH FENiciNG GUTTER TYPICAL DUKIN CON5T UCTION 7A P3 .......... CO N�jINCT To CUPS .......... '�V,_,11-�UMOVE AND OF DISPOSE OF PAMNG :t52LF Of CURB ETALL5 AND GUTTER PRIME COAT AT A RATE OF 0.25 GAL/SY 6' CRUSHED STONE(SEI-2) BASE COURSE 0 100% MODIFIED PROCTOR DENSITY ,--2.50 "52 6c 2* ASPHALTIC SURFACE COURSE APPLY THIS PAVEMENT SECTION TO THE CORRESPONDING PLAN AREA OR AS DIRECTED BY ENGINEER NOTE: SAWCUT AREA TO BE REMOVED AND EXCAVATE MATERIAL TO 2' FROM ,-O�SURFACE, OR GREATER IF SO DIRECTED BY ENGINEER, PLACE STRUCTURAL FILL MATERIAL IN COMPACTED LIFTS NO GREATER THAN 8" TO 100% OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY NOTES: PAVEMENT REPAIR SECTION M 2" ASPHALTIC SURFACE COURSE PRIME COAT AT A RATE OF 0.25 GAIL/SY 6" CRUSHED STONE(SB-2) BASE COURSE 0 100% MODIFIED PROCTOR�--� DENSITY 8' COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY 1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED. 2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS. 3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE. 5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.R. 6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES. 8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT NTH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS. 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION. 11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS. 12. ALL WORK IS TO BE DONE IN ACCORDANCE WTH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY LOCATIONS/11RECOMMENDATIONS, I M rt�l W -We � 1.�.... I APPLY THIS PAVEMENT SECT10N TO THE CORRESPONDING AREA ON THE PLAN REGISTERED PROFESSIONAL ENGINEER ERNEST J. PETERS Ili, No. 4682 ARK ANSAS E. 4th. E. 5th. E. 6th. 9th. N RIVER �ME VICINI-FY MAP NOT TO SCALE GRAPHIC SCALE 20 0 20 40 Go Scale I '' = 20' LEGEND: 0 EX15TING G1 IRON PIN Srr DOARD FENCE ....... ........... ....... Rlwr or HA Y aw 20'AlStf BUILDING W7ZACK UNE .................. .. J2G )5 ....... ... GAS ty ......... COORDINATE WITH .. ...... HIC7,H CUPt3 SOUTHWESTERN 13E L ........ ... GU17LP TYPICAL TO RELOCATE ... I GOO PEDESTAL ........ PARKJNG ..... ....... FO — .... STALLS. ........... G. —X'W— HA TER 5' CU R5 . . ..... OPENING TO ... PARKIN: FIRE HYDRANT CONVEY 1,5 0 EXISTING 0 --- 0---0– CHAINUNK PENCE ....... DRAINAGE .... ... . ........ 91000 FENCE 5C RELOC If GUY HIRE EX15TIN LIGH .... .. POLE ......... .. ... .. .. .... .. CONNECT TO S16W 22 EX15TING CUR5 ............. SERWCC POLE Jd At R5 WATER VAL WE -------- -- - --- -------- - ------ ---- ---- ....... -35LF Of CU PARKING AND GUTTffR 5TALIL.5 UTILITY CONTACTS Southwestern Sell Contact: Mr. Ran Anderson Supervisor Engineering Dept. Address: 1111 W. Capitol Ave Room # 405 Little Rock, AR 72201 Entergy Arkansas (Electric) Contact- Ms Wendy Henderson Phone: '(501) 954-5166 Address: #9 Entergy Court Little Rock, AR 72211 Reliant Energy/ARKLA (Gas) Contact: Mr. Chris Cathey Phone: 1-501-377-4661 Address: 1515 East 15th St. Little Rock, AR 72202 IX q� 'C9 3�, j� 1151 Q) �w 25,?.84 Central Arkansas Water Contact: Ms. Marie Dugan Phone: (501) 377-1222 Fox: (501) 377-1287 Address: 1500 W. Maryland North Little Rock, AR 72120 Comcost Cablevision of Arkansas Contact: Mr. Myron Welch Phone. (501) 376-5700 Little Rock Municipal Waterworks — Wastewater Dept. Contact: Mr. Rick Simmons, Engineering Dept. Phone: (501) 688-1420 Address: 221 E. Capitol Ave. Little Rock, AR 72202 a TV ---- --- -- - rL. WWI PROTECT EX15TING TREES, G" HIGH CUP5 WITH FENiciNG GUTTER TYPICAL DUKIN CON5T UCTION 7A P3 .......... CO N�jINCT To CUPS .......... '�V,_,11-�UMOVE AND OF DISPOSE OF PAMNG :t52LF Of CURB ETALL5 AND GUTTER PRIME COAT AT A RATE OF 0.25 GAL/SY 6' CRUSHED STONE(SEI-2) BASE COURSE 0 100% MODIFIED PROCTOR DENSITY ,--2.50 "52 6c 2* ASPHALTIC SURFACE COURSE APPLY THIS PAVEMENT SECTION TO THE CORRESPONDING PLAN AREA OR AS DIRECTED BY ENGINEER NOTE: SAWCUT AREA TO BE REMOVED AND EXCAVATE MATERIAL TO 2' FROM ,-O�SURFACE, OR GREATER IF SO DIRECTED BY ENGINEER, PLACE STRUCTURAL FILL MATERIAL IN COMPACTED LIFTS NO GREATER THAN 8" TO 100% OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY NOTES: PAVEMENT REPAIR SECTION M 2" ASPHALTIC SURFACE COURSE PRIME COAT AT A RATE OF 0.25 GAIL/SY 6" CRUSHED STONE(SB-2) BASE COURSE 0 100% MODIFIED PROCTOR�--� DENSITY 8' COMPACTED SUBGRADE AT 100% MODIFIED PROCTOR DENSITY 1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED. 2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS. 3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE. 5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.R. 6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES. 8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT NTH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS. 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION. 11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS. 12. ALL WORK IS TO BE DONE IN ACCORDANCE WTH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY LOCATIONS/11RECOMMENDATIONS, I M rt�l W -We � 1.�.... I APPLY THIS PAVEMENT SECT10N TO THE CORRESPONDING AREA ON THE PLAN REGISTERED PROFESSIONAL ENGINEER ERNEST J. PETERS Ili, No. 4682 ARK ANSAS E. 4th. E. 5th. E. 6th. 9th. N RIVER �ME VICINI-FY MAP NOT TO SCALE GRAPHIC SCALE 20 0 20 40 Go Scale I '' = 20' LEGEND: 0 ARON PINIPIPE FOUND IRON PIN Srr BOUNDARY UNE 6 Rlwr or HA Y aw BUILDING W7ZACK UNE SECnON LINE d, S70RM DRAIN X`G— GAS ty ONE — OWWREAD ELECTRIC fl OHT — OWNHEAD TELEPHONE P X`S— SCHER UGE — UNDER6ROUNV ELECTRIC 110T — UNDERGROUND TELLPHOME M FO — RBER-OP77C TELERHOWE M, G. —X'W— HA TER 7REC LINE BENCH&WRK I; FIRE HYDRANT C CLEAN OUT 0 DRAINAGE MANHOIE/OR STRUCTURE 0 --- 0---0– CHAINUNK PENCE WRE IF ENCE 91000 FENCE oRA TED INLET GAS METER GUY HIRE UCHT POLE - I IN LINE LAMP uGHr POLE - 2 LAMPS MAIL80X S16W 0 SEWR MANHOLE 49 SERWCC POLE Jd U77LITY POLE HA TER METER WATER VAL WE EZECTRC TRANSFORMER F- P.7r7a- 77- 1 =-& 5 BUILDING CORNERILINE CENTERLINE CONCRETE CORRUGATED PLAS77C PIPE GRAVEL DRIVE EXISTING GRADE EXISTING PAVEMENT FINISHED FLOOR FLOW LINE GRADE BREAK OWAREAD REINFORCED CONCRE7F PIPE SOLID STRIPE BROKEN S7RIPE DOUBLE SOLID S7RIPE MANHOLE GRATED INLET OCT 0 8 2002 LITTI PLANNING joh"MM"010N SURIEC, TO '111fqCONIDITIOINS 2--7311 /I In. V: f 1.4 1— 744� UTTLE ROCK SCHOOL DISTRICT G. W. CARVER MAGNET SCHOOL ADDRESS: 2100 E 6TH ST. DESIGNED BY: EJP SCALE: 1 20' DRAWN BY. M8% SITE SHEET NO. CHECKED BY. EJIF P LAN 2 9/27/02 PROJ. NO: 736-3 PETERS & ASSOCIATES ENGMERS, INC. aM & 7RUM INGINIERM P.O. Box 21OW (601) 226-0600 UTRX ROCX ARKANSAS 72221