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HomeMy WebLinkAboutZ-5459-A Map 2IPF 7 "" PIPE IPF B TAPER CURB TO MATCH EXISTING CURB ON POLK STREET SAWCUT POLK STREET WHERE NEW PARKING AREAS AREA IN5TAU EI OVERLAY FOLK 5TREEf AS NECESSARY TO -{ REPAIR DISTURBED AREAS TAPER CURBS TO MATCH EXISTING CURB ON POLK- STREET SAWCUT POLK STREET WHERE NEW PARKING AREAS AREA INSfiAtLE6;- OVERLAY POLK STREET AS NECE55APY TO REPAIR DISTURBED AREAS TAPER CURB TO MATCH EXISTING CURB ON POLK- STREET I&' SPLI 1'hx 2,5'w C FL 18"=.661.4 FL 2.5x1=560.4 TOP RIM=564.43 90 FL 6" IN E=561.42 FI_ 6" IN E=562.13 FL 6" OUT W=561.35 NOTE, THERE ARE (2) LINE COMING IN FROM THE EAST STACKED ON TOP OF EACH OTHER Q O 50' PROTECT ' EXISTING WALL AND BENCH AREA GGo( 0 P, �,YGROUND PROTECT EXISTING AND NEW STONE WALL AROUND PLAYGROUND MAINTAIN 4' QPENING IN FENCE TCE55 BENCH4REA CONSTRUCT NEW WALL AND CURB TC ABUT AINING WALL- '- PR DE I/2" MIN. 510N JOINT ATERIAL AT SEAM MA LE 3 -GOO PARKING STALLS AND NEW RETAINING WALL AROUND FRONT OF NEW PARKING AREA (SEE DIMENSIONS) PAVEMENT REPAIR AREA 3 -GO' PARKING 5TAL AND NEW RETAINING WALL AROUND FRON OF NEW PARKING AR A (SEE DIMENSIONS) TOP SDMH=57'.27 END OF WALL 5 -GOO PARKING STALLS AND NEW RETAINING WALL AROUND FRONT OF NEW PARKING AREA (SEE DIMENSIONS) ��� j( UTILITY CONTACTS 1. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT POSTS TO BE SET IN EXAMINED OR CONSIDERED AS A PART OF THE SURVEY. R3 -1- . Southwestern Bell RPS Contact: Mr. Ron Anderson FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. O THE SURVEYOR MAKES NO GUARANTEES THAT THE y AVEMIfNT REPAIR AREA Little Rock, AR 72201 F" OAK O CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS TOP SDMH=565.75 POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR IRON PIN SET � Entergy Arkansas (Electric) 1 ....I FL 12''N E=562.4' PAVEMENT Phone: (501) 954-5166 Pts FL 12%N N -4Y-563.3' a RELOCATE FRONT: 25' FROM PROPERTY LINE OR 55' FL 18 OUT 62.2 SIGN 11 8' -- SIDE: 10' FROM INTERIOR PROPERTY LINE. 27 2 I R3' Contact: Mr. Chris Cathey eg IX/SANG GRADE NEW (t V RETAINING n GGo( 0 P, �,YGROUND PROTECT EXISTING AND NEW STONE WALL AROUND PLAYGROUND MAINTAIN 4' QPENING IN FENCE TCE55 BENCH4REA CONSTRUCT NEW WALL AND CURB TC ABUT AINING WALL- '- PR DE I/2" MIN. 510N JOINT ATERIAL AT SEAM MA LE 3 -GOO PARKING STALLS AND NEW RETAINING WALL AROUND FRONT OF NEW PARKING AREA (SEE DIMENSIONS) PAVEMENT REPAIR AREA 3 -GO' PARKING 5TAL AND NEW RETAINING WALL AROUND FRON OF NEW PARKING AR A (SEE DIMENSIONS) TOP SDMH=57'.27 END OF WALL 5 -GOO PARKING STALLS AND NEW RETAINING WALL AROUND FRONT OF NEW PARKING AREA (SEE DIMENSIONS) 2" ASPHALTIC SURFACE COURSE NOTES/LOCATIONS: PRIME COAT AT A RATE 1. PAVEMENT REPAIRS MUST BE OF 0.25 GAL/SY MADE IN AREAS WHERE WALLS ARE REMOVED AND CONSTRUCTED, AND IN ANY DEFICIENT AREAS AS MIN. 22" OF CRUSHED DIRECTED BY THE ENGINEER. STONE(SB-2) BASE COURSE O 2. THE TOP OF THE REPAIR 1009 MODIFIED PROCTOR SECTION SHALL BE FLUSH WITH DENSITY TO LIMITS OF EXISTING PAVEMENT AROUND REPAIR EXCAVATION AREAS. 3. BOUNDARY OF REPAIR AREA TO BE SAWCUT. ANY TREE ROOTS ENCOUNTERED REPAIR PROCESS: SHAL B CLEAN CUT/PRUNED. 1. SAWCUT AREA TO BE REMOVED. Y 2. EXCAVATE MATERIAL TO 2' FROM SURFACE, OR GREATER IF SO DIRECTED BY ENGINEER. 3. PLACE CRUSHED STONE IN COMPACTED LIFTS OF NOT MORE THAN 8". 4. APPLY PRIME COAT AS SHOWN. 5. PLACE 2" (COMPACTED MEASURE) OF ASPHALTIC SURFACE COURSE TO BE FLUSH WITH SURROUNDING EXISTING PAVEMENT. PAVEMENT REPAIR DETAIL 2" ASPHALTIC SURFACE COURSE PRIME COAT AT A RATE OF 0.25 GAL/SY 6" CRUSHED \� STONE(SB-2) BASE COURSE 0 1009 2ht MODIFIED PROCTOR DENSITY I ra 8" COMPACTED SUBGRADE AT 1009 MODIFIED PROCTOR - III 1 1111 I II II I I II 1III I I I I DENSITY NOTES: 1. ALL NEW PARKING AREAS SHALL BE CONSTRUCTED USING THIS DETAIL. INSTALL ±318 4' HIGH CHAIN LINK FENCE - FENCE POSTS TO BE SET IN RETAINING WALL WHERE WALL 15 PRESENT (SEE DETAIL SHEET) EXISTING CHAIN LINK FABRIC AND TOP RAIL TO BE RE -USED WHEN INSTALLING FENCE AREA �1 PSPRPG't 6 END OF NOTE: INSTALL WHEEL5TOPS ON ALL PROPOSED STALLS THAT ABUT A RETAINING WALL TOP SDMH=571.71 FL 12'RCP=569.4 - "'' • .... R3 RELOCATE SIGN 2 pert .,✓ .P o Y S Pts 7 P TAPER CURBS TO MATCH P� TAPER CURBS TO MATCH EXISTING CURBS ON "0' P EXISTING CUR35 ON "0" 3 -GOO PARKING STALLS AND NEW RETAINING WALL- AROUND FRONT OF NEW PARKING AREA (SEE DIMENSIONS) CNiLtf�!iJ SURVEYOR'S NOTES: ��� j( UTILITY CONTACTS 1. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT POSTS TO BE SET IN EXAMINED OR CONSIDERED AS A PART OF THE SURVEY. P S Southwestern Bell RPS Contact: Mr. Ron Anderson FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. Supervisor Engineering Dept. THE SURVEYOR MAKES NO GUARANTEES THAT THE Address: 1111 W. Capitol Ave Room # 405 AVEMIfNT REPAIR AREA Little Rock, AR 72201 F" OAK O CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS TOP SDMH=565.75 POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR IRON PIN SET THROAT=564.91 Entergy Arkansas (Electric) BOUNDARY UNE FL 12''N E=562.4' PAVEMENT Phone: (501) 954-5166 Pts FL 12%N N -4Y-563.3' Address: #9 Entergy Court FRONT: 25' FROM PROPERTY LINE OR 55' FL 18 OUT 62.2 FROM CENTERLINE OF EXISTING f 8' -- SIDE: 10' FROM INTERIOR PROPERTY LINE. 27 2 I REAR: 10' FROM PROPERTY LINE. Contact: Mr. Chris Cathey eg IX/SANG GRADE Phone: 1-501-377-4661 4. BASIS OF BEARINGS: PAGIS (SCALED) 20 ;. - )rG- 2" ASPHALTIC SURFACE COURSE NOTES/LOCATIONS: PRIME COAT AT A RATE 1. PAVEMENT REPAIRS MUST BE OF 0.25 GAL/SY MADE IN AREAS WHERE WALLS ARE REMOVED AND CONSTRUCTED, AND IN ANY DEFICIENT AREAS AS MIN. 22" OF CRUSHED DIRECTED BY THE ENGINEER. STONE(SB-2) BASE COURSE O 2. THE TOP OF THE REPAIR 1009 MODIFIED PROCTOR SECTION SHALL BE FLUSH WITH DENSITY TO LIMITS OF EXISTING PAVEMENT AROUND REPAIR EXCAVATION AREAS. 3. BOUNDARY OF REPAIR AREA TO BE SAWCUT. ANY TREE ROOTS ENCOUNTERED REPAIR PROCESS: SHAL B CLEAN CUT/PRUNED. 1. SAWCUT AREA TO BE REMOVED. Y 2. EXCAVATE MATERIAL TO 2' FROM SURFACE, OR GREATER IF SO DIRECTED BY ENGINEER. 3. PLACE CRUSHED STONE IN COMPACTED LIFTS OF NOT MORE THAN 8". 4. APPLY PRIME COAT AS SHOWN. 5. PLACE 2" (COMPACTED MEASURE) OF ASPHALTIC SURFACE COURSE TO BE FLUSH WITH SURROUNDING EXISTING PAVEMENT. PAVEMENT REPAIR DETAIL 2" ASPHALTIC SURFACE COURSE PRIME COAT AT A RATE OF 0.25 GAL/SY 6" CRUSHED \� STONE(SB-2) BASE COURSE 0 1009 2ht MODIFIED PROCTOR DENSITY I ra 8" COMPACTED SUBGRADE AT 1009 MODIFIED PROCTOR - III 1 1111 I II II I I II 1III I I I I DENSITY NOTES: 1. ALL NEW PARKING AREAS SHALL BE CONSTRUCTED USING THIS DETAIL. INSTALL ±318 4' HIGH CHAIN LINK FENCE - FENCE POSTS TO BE SET IN RETAINING WALL WHERE WALL 15 PRESENT (SEE DETAIL SHEET) EXISTING CHAIN LINK FABRIC AND TOP RAIL TO BE RE -USED WHEN INSTALLING FENCE AREA �1 PSPRPG't 6 END OF NOTE: INSTALL WHEEL5TOPS ON ALL PROPOSED STALLS THAT ABUT A RETAINING WALL TOP SDMH=571.71 FL 12'RCP=569.4 - "'' • .... R3 RELOCATE SIGN 2 pert .,✓ .P o Y S Pts 7 P TAPER CURBS TO MATCH P� TAPER CURBS TO MATCH EXISTING CURBS ON "0' P EXISTING CUR35 ON "0" 3 -GOO PARKING STALLS AND NEW RETAINING WALL- AROUND FRONT OF NEW PARKING AREA (SEE DIMENSIONS) CNiLtf�!iJ SURVEYOR'S NOTES: INSTALL * 190 4' HIGH UTILITY CONTACTS 1. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT POSTS TO BE SET IN EXAMINED OR CONSIDERED AS A PART OF THE SURVEY. RETAINING WALL WHERE REPAIR A A Southwestern Bell 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED Contact: Mr. Ron Anderson FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. Supervisor Engineering Dept. THE SURVEYOR MAKES NO GUARANTEES THAT THE Address: 1111 W. Capitol Ave Room # 405 UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT Little Rock, AR 72201 LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES O CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR IRON PIN SET HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. Entergy Arkansas (Electric) BOUNDARY UNE Contact- Ms Wendy Henderson 3. THIS PROPERTY IS ZONED: R-1 (ZONING) Phone: (501) 954-5166 BUILDING SETBACKS ARE AS FOLLOWS: Address: #9 Entergy Court FRONT: 25' FROM PROPERTY LINE OR 55' Little Rock, AR 72211 FROM CENTERLINE OF EXISTING BU/LD/NG SE7BACK UNE WHICHEVER IS GREATER. -- SIDE: 10' FROM INTERIOR PROPERTY LINE. Reliant Energy/ARKLA (Gas) REAR: 10' FROM PROPERTY LINE. Contact: Mr. Chris Cathey eg IX/SANG GRADE Phone: 1-501-377-4661 4. BASIS OF BEARINGS: PAGIS (SCALED) Address: 1515 East 15th St. - )rG- Little Rock, AR 72202 5413 G -GO° PARKING STALLS AND NEW RETAINING WALL AROUND FRONT OF NEW PARKING AREA (SEE DIMENSIONS) IPF HOT SPOT SAWCUT "0" STREET WHERE NEW PARKING AREAS AREA INSTALLED, OVERLAY "0" STREET AS NECESSARY TO REPAIR DISTURBED AREAS Central Arkansas Water Contact: Ms. Marie Dugan Phone: (501) 377-1222 Fax: (501) 377-1287 Address: 1500 West Maryland North Little Rock, AR 72120 Comcast 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 PvAYGROUNO 9' -- ti r2'RCP=5 .36 FL=S .41 SP0P,�2-DOSTALLS W/ 8W_ CURBING 7 -GOO PARKING STALLS AND NEW RETAINING WALL AROUND FRONT OF NEW PARKING AREA (SEE DIMENSIONS) NOTE: 1. AREAS ON POLK STREET AND "0" STREET SHALL RECEIVE OVERLAY AT AREAS WHERE NEW PARKING IS INSTALLED IF SO DIRECTED BY THE ENGINEER. 1" ASPHALTIC SURFACE COURSE TACK COAT AT A RATE OF 0.05 GAL/SY EXISTING CLEAN PAVEMENT IPF 0 U GONGR�� PAINTED 151`I1\( FENCE CURB TYP. JNG REMOVE 18" OAK TREE ONE WA WEST BOUNDP PSP -11 , &W TAPER CURBS TO MATCH EXISTING CUR55 ON "0" STREET TAPER CURB TO MATCH EXISTING CURBS ON "0" STREET IPF I" 1 " PIPE PINCH .I �I IPF BENT 'y 1/2„ OVERLAY SECTION 93 VT, TOP RIM=573.92 FL 6"VCP OUT (W)=569.67 ------ / 011 STREET _ ONE WA Y EAST BOUiVD �ORE NOTES: 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.F.. 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 WITH 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 WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY LOCATIONS/RECOMMENDATIONS. �,CNE CP� *** REGISTERED PROFESSIONAL ENGINEER ERNEST J. PETERS CANTRELL 1 "P" STREET XTE N U) S7REET- 1O VICINITY MAP NOT TO SCALE INSTALL * 190 4' HIGH CHAIN LINK FENCE - FENCE POSTS TO BE SET IN PSP�PPAVEMENT RETAINING WALL WHERE REPAIR A A TOP SDMH=573.01 WALL IS PRESENT (SEE CTYF.) FL 12'RCP=570.8 DETAIL SHEET) EXISTING PAINTED "SEDIMENN CHAIN LINK FABRIC AND STRIPES -J TOP RAIL TO BE RE -USED - II I / r 8 WHEN INSTALLIN�ENC�k 9' -- ti r2'RCP=5 .36 FL=S .41 SP0P,�2-DOSTALLS W/ 8W_ CURBING 7 -GOO PARKING STALLS AND NEW RETAINING WALL AROUND FRONT OF NEW PARKING AREA (SEE DIMENSIONS) NOTE: 1. AREAS ON POLK STREET AND "0" STREET SHALL RECEIVE OVERLAY AT AREAS WHERE NEW PARKING IS INSTALLED IF SO DIRECTED BY THE ENGINEER. 1" ASPHALTIC SURFACE COURSE TACK COAT AT A RATE OF 0.05 GAL/SY EXISTING CLEAN PAVEMENT IPF 0 U GONGR�� PAINTED 151`I1\( FENCE CURB TYP. JNG REMOVE 18" OAK TREE ONE WA WEST BOUNDP PSP -11 , &W TAPER CURBS TO MATCH EXISTING CUR55 ON "0" STREET TAPER CURB TO MATCH EXISTING CURBS ON "0" STREET IPF I" 1 " PIPE PINCH .I �I IPF BENT 'y 1/2„ OVERLAY SECTION 93 VT, TOP RIM=573.92 FL 6"VCP OUT (W)=569.67 ------ / 011 STREET _ ONE WA Y EAST BOUiVD �ORE NOTES: 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.F.. 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 WITH 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 WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY LOCATIONS/RECOMMENDATIONS. �,CNE CP� *** REGISTERED PROFESSIONAL ENGINEER ERNEST J. PETERS CANTRELL 1 "P" STREET XTE N U) S7REET- 1O VICINITY MAP NOT TO SCALE LITTLE ROCK SCHOOL DISTRICT FOREST PARK ELEMENTARY ADDRESS: 1600 N TYLER ST. DESIGNED BY: EJP SCALE: 1 " e 20' MB S I T E SHEET NO. CHECKED BY: EJP PLAN 2 1/22/03 PROD. NO: 736-4 PETERS & ASSOCIATES ENGINEERS, INC. • CTM 8 7RAnW KNGII11101Mtc P.O. Roz 21898 (501) 225-05W LQ -j IJiTLB ROCK, AFXLN9AS 72221 ,� o Nei �P�►'Vfu� GRAPHIC SCALE 20 0 20 40 GO = 20' Scale 1 " LEGEND: O IRON P/NIP/PE FOUND O IRON PIN SET ABBREM77ONS ��-- BOUNDARY UNE b/d BUILDING CORNER/UNE -- RIGHT OF WAY UNE d CENTERLINE Cnc CONCRETE - BU/LD/NG SE7BACK UNE cpp CORRUGATED PLASAC PIPE -- SEC77ON UNE dw GRAVEL DRIVE STORM DRAIN eg IX/SANG GRADE ep IX/SANG PAVEMENT - )rG- GAS ff FW/SHED FLOOR - OHE - OVERHEAD ELECTRIC fl FLOW UNE GRADE BREAK - OHT - OVERHEAD 7ELEPHONE9b ch OVERHEAD -XS- SEWER rcp REINFORCED CONCRETE PIPE - UGE - UNDERGROUND ELEC7RIC St SOLID STRIPE stb BROKEN STRIPE - UGT - UNDERGROUND 7ELEPHONE std DOUBLE SOLID WRIPE - FO - FIBER -OPAL TELEPHONE MH MANHOLE G. GRATED INLET -X W- WA7ER 7REE UNE BENCHMARK FIRE HYDRANT C CLEAN OUT 0 DRAINAGE MANHOLE/OR STRUCTURE -d --0-o- CHA/NLINK FENCE x -x --x WIRE FENCE 6-0- WOOD FENCE B GRATED INLET O GAS METER GUY WIRE 1¢[ LIGHT POLE - 1 IN LINE LAMP i}oC� LIGHT POLE - 2 LAMPS ® MAILBOX SIGN ® SENER MANHOLE of SERVICE POLE -0 U77LITY POLE ® WA7ER METER LITTLE ROCK PLANNING N WA7ER VALVE AM ROVED, "'IJE ROT f0 T17 r•. © ELEC7R/C 7RANSFORMER AS P'07FD IN ?E PLV rAN iE € CRD PROPOSED LEGEND: BY: PAVEMENT REPAIR AREA RETAINING WALL CURB NEW PAVEMENT AREA o LITTLE ROCK SCHOOL DISTRICT FOREST PARK ELEMENTARY ADDRESS: 1600 N TYLER ST. DESIGNED BY: EJP SCALE: 1 " e 20' MB S I T E SHEET NO. CHECKED BY: EJP PLAN 2 1/22/03 PROD. NO: 736-4 PETERS & ASSOCIATES ENGINEERS, INC. • CTM 8 7RAnW KNGII11101Mtc P.O. Roz 21898 (501) 225-05W LQ -j IJiTLB ROCK, AFXLN9AS 72221 ,� o Nei �P�►'Vfu�