The URL can be used to link to this page

Home My WebLink AboutZ-7311 Map 10 TZ, NOTES: UTILITY CONTACTS 1. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT ... EXAMINED OR CONSIDERED AS A PART OF THE SURVEY- Southwestern Bell 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED Contact: Mr- Ron Anderson --- FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. Supervisor Engineering Dept. BUILDING CORNER11 INE j -PROVIDE CONCPfTE k ------ ------- 51 5'WIDF APPROACH TO `LffTCHffP LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CONCRETE FLU ME TO JFTO RIGHT -Of STREET L N CORRUGATED PIAS77C PIPE POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR -5IFC77OW LINE EXISTING WAY FER CITY Of LITTLE Entergy Arkansas (Electric) STORM DRAIN eg DRAINAGE ROCK STANDARDS J 51 WIDE FLUME CONNECT BUILDING SETBACKS ARE AS FOLLOWS: Address: #9 Entergy Court Of 12" j WHITE TO EX15TING TO EXISTING OWAREAD ELEC7RIC R20 FLOW LINE DRAINAGE CUPS TO EXISTING ,,4 5 TRUCTURE CURB PROVIDE AND -- ---- "ONE �G TO ARR( D LEFF FT: MUTCD PG 2 P 57 PROVIDE AND INSTAL "DO NOT ENTEK'51GN - PRO `6 707 D i �A�N E 15�1 RE: MUTCD P5- I �`�DO NOT ENTER' SIGN it ."I — . I i ! 41 REMOVE AND DISPOSE MUTCD R5-1 PROVIDE AND OF ±40LF Of PENCE TO PROVIDE OPENING fOR . ...... INSTALL `5TOF` SIGN RE: M UTCD P I -I NEW DPIVE ... PROVIDE SWING GATE u EXISTING C' AND NECE55APY BOARD FENCE APPURTENANCES TO CL05E ACCESS TO fLETCHE .... .. .... EXISTING G' BOARD PENCE 0 20"AISIZ A...... . ........... . ...... 011 L 12�; ............... ..... W HIGH CU 2, COOKU NATE WITH . . . . ... C RB SOUTHWESTERN BELL ... ... . . . . . . . . CUTTER TYPICAL TO RE LOCATE .-GO, PEDESTAL 'STALLS 5' CURB PARMN -73 OPENING TO . . . . . . . . . . . . . . CONVEY . . . . . . . . 5TALL5 J EXISTING ...... . D ........... �—M 71 DRAINAGE E� \—�STING 0 AFPPDXIMATE AREA OF 150LATEI, ASPHALT `�AILURE5 - PATCH AND REGKADE, AREA P CAT E30ARD PENCE SHOULD BE CRADED TO DRAIN To THE 15TING LIGHQ ....... EX15TING SWALE THAT DRAINS TO A PIPE ... PROTECT UNDER CTH 5TPEFT. (NOTE: OTHERARfA5 P LE . . I i EX15TING TREES G' HIGH CURF5 t ...... -ENCING GUTTER TYPICAL ON THE SITE MAY REGUI RE PATCH WORK. CONNECT TO 22 WITH f THff5f AREAS WILL BE FIELD -IDENTIFIED BY EXISTING CU DURING TJfE ENGINEEP.� CONSTRUCTION 74 77L 777777=77 T DNNECT TO 1Z RE MOVE AN 1) 71 2 -GO' STING CURB DISPOSE Of PARKING -35LF Of CURB STALLS —kE MOVE AND 7 -GO* AND GUTTEP - - — ------------ --- .... -------------- -- --t52Lf Of CUPB STALLS 011- 0 /0 1� �,�Ii I - DISPOSE Of PAPKIN 'z AND GUTTER 41 0 e 7 z I , -------------- Is, f4,0 t, EYi5TING E50ILDING fKONT SURVEYOR'S NOTES: UTILITY CONTACTS 1. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT NOW PINIPIFE FOUND EXAMINED OR CONSIDERED AS A PART OF THE SURVEY- Southwestern Bell 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED Contact: Mr- Ron Anderson --- FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. Supervisor Engineering Dept. BUILDING CORNER11 INE THE SURVEYOR MAKES NO GUARANTEES THAT THE Address: 1111 W. Capitol Ave Room # 405 C/ UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT Little Rock, AR 72201 LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CONCRETE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS CPP CORRUGATED PIAS77C PIPE POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR -5IFC77OW LINE dw HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. Entergy Arkansas (Electric) STORM DRAIN eg Contact- Ms Wendy Henderson *(501) 3. THIS PROPERTY IS ZONED: R-1 (ZONING) Phone: 954-5166 EXISTM PAVEMENT BUILDING SETBACKS ARE AS FOLLOWS: Address: #9 Entergy Court ff FRONT: 25' FROM PROPERTY LINE OR 55' Little Rock, AR 72211 OWAREAD ELEC7RIC FROM CENTERLINE OF EXISTING FLOW LINE WHICHEVER IS GREATER. Reliant Energy/ARKLA (Gas) GRADE BREAK SIDE: 10' FROM INTERIOR PROPERTY LINE. Contact: Mr. Chris Cathey oh REAR: 10' FROM PROPERTY LINE. Phone; 1-501-377-4661 4. BASIS OF BEARINGS: PAGIS (SCALED) Address: 1515 East 15th St. UNDERGROUND ELECIRIC Little Rock, AR 72202 Central Arkansas Water Contact; Ms. Marie Dugan Phone: (501) 377-1222 Fax: (501) 377-1287 Address: 1500 W. 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 bl) 2,5,z, (I 1 2" ASPHALTIC SURFACE COURSE 2� ASPHALTIC SURFACE COURSE PRIME COAT AT A RATE nV n I= �Al Mma �V� I � � 1� APPLY THIS PAVEMENT OF 0.25 GAL/SY SECTION TO THE 6' CRUSHED CORRESPONDING PLAN 6" CRUSHED AREA OR AS DIRECTED STONE(SB-2) BASE BY ENGINEER STONE(SB-2) BASE COURSE 0 100% COURSE 0 100% NOTE: SAWCUT AREA TO BE MODIFIED PROCTOR DENSITY REMOVED AND EXCAVATE DENSITY MODIFIED PROCTOR MATERIAL TO 2' FROM SURFACE, OR GREATER IF SO 50 COMPACTED SUBGRADE ,�DIRECTED BY ENGINEER, PLACE STRUCTURAL FILL 100% MODIFIED PROCTOR MATERIAL IN COMPACTED DENSITY "CTC Mn �DCA=D THAN 8� TO 100% OF THE MATERIACS MAXIMUM MODIFIED PROCTOR DRY DENSITY NOTES PAVEMENT REPAIR SECTION �'�CNE 04-� NEW PAVEMENT 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 BET -TER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MACE 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 LF.. 6. ALL MARKINGS AND SIGNS SHALL COAPLY 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 U11UTIES 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 NTH CITY OF LITTLE ROCK SPECIFICA11ONS AND STANDARD DETAILS. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY LOCATIONS/RECOMMENDATIONS I APPLY THIS PAVEMENT SECTION TO THE CORRESPONDING AREA ON THE PLAN r-----Z�- r —� rARKAL�NSAS REGISTERED PROFESSIONAL ENGINEER ERNEST J. PETERS No. 46a2 &tIIII ---I_ A'?KAIVSAS E. 4th. ST. - 7E. 5th. ST�— :==E. 6th. ST—. - 9th. S I N RIVER 3 � 7 F VICINITY MAP NOT TO SCALE GRAPHIC SCALE 20 20 40 co 5cale I " = 20' LEGEND: 0 NOW PINIPIFE FOUND 0 IRON PIN SET ABBREMnONS --- BOUNDARY LINE bid BUILDING CORNER11 INE RIGH r OF WAY LINE C/ CENTERLINE cnc CONCRETE BUILDING SE78ACK UIVE CPP CORRUGATED PIAS77C PIPE -5IFC77OW LINE dw ORA VEZ DRIVE STORM DRAIN eg FXISANG GRADE &P EXISTM PAVEMENT X19— GAS ff FINISHEV FLOOR OHE — OWAREAD ELEC7RIC fl FLOW LINE gb GRADE BREAK OHT — OWAREAD 7E1EPhVNF oh OVERHEAD xS— SEMER rcp REINFORCED CONCRE7F PIPE UNDERGROUND ELECIRIC St SOLID S7RW stb BROKEN S7RIPE UOr U00FROMOUND TELEPHONE std DOU&E SOLID SMIRE FV RBER–OP77C TELEPHONE MH MAMHOLE G. GRATED INLET —X -W— WA IE? TREF LINE BENCHMARK FIRE HYDRANT C CLEAN OUT DRAINAGE- MANHOLEICIR S7RUCIURF CHAINUNK FENCE WRE FENCE AVOO FENCE GRATED INLET GAS MF7ER GUYWRF LICWT POIE – I 11V LINE LAMP LIGHT POLE – 2 LAMPS MAIL80X SIGN SEWER MANHOLE SETWCE POLE UTLIrY POLE WA 7b? METER WATER VALVE EIEC7RIC TRANSFORMER L -- ROCK PUNNING COMPI,'SSION AP"'D17r) q"77 Tn Z-730 ,-LITTLE ROCK SCHOOL DISTRICT_ G. W. CARVER MAGNET SCHOOL ADDRESS: 2100 E 6TH ST. DESIGNED BY: EF SCALE: 1 20' DRAWN BY- MB S ITE SHEET NO. CHECKED BY. EJP P LAN 2 9/27/02 PROJ. NO: 736-3 PETERS & ASSOCIATES ENGMERS, INC. CM it 7MM ARMEMM P.O. Box 21038 (5011) 225-0500 UTnZ ROCX ARMSAS 72221