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Home My WebLink AboutZ-7374 Map 3old plpe 347.04 i -- I i H i I N? Et WEST ,13 STREET I i I i I H i I 1 i 1 I :C NSTRUCT *352 LF OF 6' HIGH SOLID WOOD FENCE-} WITH FLAT SIDE FACING i RESIDENCES I � I , F � f� pSP�P� 20'ALLEY d I 1 , C1 , F I I , I 1 , 1 , I i I , I , I t F 5/e' 345. 16 Po 3 3 4h' I NO PARKING p0 Ll I 1 H I I mug i a 2308 R 3 2306 TON I 23QQ TONo R,3 Il RIE I /2' 546.45 I lPF PipE 2" GAL ,/ANL"ED p'` g CONCRETE a IPF 7.24' - HOUSE AND TREE TO BE REMOVED 4ZC WOOD/ FRAME FF=347 5 / TREE AND BRUSHLINE TO REMA* 1 I I I n i NEW TRASH LECEPTACLE 1 I �PF 5/8' 351.10 -WAY POSSIBLE RAILROAD TRACKS1 UNDER AS'HALT \\II CURCRETE -A21 ---_ o�c 20' -1 2 7.32' SP�Pyt P g orn L I orn s"--9-__ fBe___.-_ `�-�CdR5TRt1CT' �'� LF OF 5' WADE SIDEWALK WITH ADA RAMP 9TYP. 3 TONS R 3 7223 PROVIDE 25' REMOVE & DISPOSE DRIVEWAY GATE IN OF *197 SF OF REMOVE AND DISPOSE PROPOSED FENCE SIDEWALK AND *176 SF EXISTING CONSTRUCT NEW DRIVEWAY APRON CONSTR UC OF CONSTRUCT 133 LF CONCRE E CONCRETE DRIVE MAINTAIN APRON PER CITY EXISTING STREET Pa OF LITTLE STANDARDS ROCK SECTION Plops -1CHA NNLINK ---4cA - -- - PLACE INT �F CONCRETE rE °------- CURB )NG RE N ET 5 'BRIbk 88'02`21"E 149.48'ti`,y�� 1° 9.74JPF To„F9 k•�y1, � �19" z'B-ALLEY S" OF LINE .5' S L! 149 y'4 g3� I--�-,aP -_ 6 lit 20' TYP. 15 9 va 8 b0 M1 'i 3 BUCK CUP O N 8 N� 17 I N to M W _ N Q q W M N Z � N U CN Z ^� W bi "yAp 24' 0 9 h°* PN,r t o-��,.-�,�"T6 e�- ',.� T R 4 1 'hq0. 2G. 5: �6 20' 0 n 6.70' 0 PAINTED �`�" ° ft' y1°y PARKING LOWALK T 24" R MOVED y6_E5 TO. STRIPES (TYPj` T 4nik o,T'' M111CWAI V 4 F I 1 t I CONCRETESit 6 v k IPF 5/6' 'J b NO PARKING ,y .� .- y0 .__ .r,-._-. _.-.-_ __G_-_ - ___-_.-.-_w ° y� CONCRETE �yk'hh EXISTING y4 �' 1 y CONCRETE A CURB '7_-.-- - ° SIDEWALK y`I � er CONSTfMT *35 LF OF CURB AT �'AISYL, GASOIIf�ATES[7R, Pit 1h STRUCT THE BACK OF EXISTING WALK y P P� �` °' 156 LF OF AREA - REMOVE * 203 SF W �Po /gti Ov MI&HT--OF-WAY CURB TO *ASPHALT BETWEEN PROP PSP / A5 PSP�P�i 7h -A PROVIDE 3 PEDESTRIAN GATE MATCH EXISTING OSE( b STREET SEgON c -34s-7--.--- MATCH EXISTING N CH PLACE W (FENCE 0� ---- ...--------PSPHP� ----- -CONSTRUCT *258 HA lF N 6 HIGH CHAIN LIN NO PARKING �� _ �,�':f PEOX LIMES70NEFIRE LANE CURB Z%iICH I I FIRE LA NO PARKING STOP AHEAD PEDX REMOVE & DISPOSE OF *645 SF OF FLOOD CERTIFICATION: EXISTING CONCRETE THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY DESCRIPTION: DRIVEWAY ESTABLISHED 100 -YEAR FLOOD PLAIN, AS DETERMINED BY THE ALL OF LOTS 4,5,6,7,8, AND 9 IN BLOCK 6, AND ALL OF LOTS NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE 1,2, AND 12 IN BLOCK 7, ;'ARK ADDITION TO THE CITY OF MAP FOR PULASKI COUNTY, LITTLE ROCK AND INCORPORATED AREAS. LITTLE ROCK, COUNTY OF PULASKI, STATE OF ARKANSAS. MAP NUMBER: 0 501 81 01 06 F REVISED DATE: 10/19/01 SURVEY NOTES 1. THIS SURVEY MEETS CURRENT "MINIMUM STANDARDS FOR PROPERTY UTILITY CONTACTS BOUNDARY SURVEYS"IN THE STATE OF ARKANSAS. 2. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED Southwestern Bell OR CONSIDERED AS PART OF THIS SURVEY. Central Arkansas Water 3. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS Contact: Mr. Ron Anderson Contact: Ms. Marie Dugan SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING Supervisor Engineering Dept. Phone: (501) 377-1222 WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: Address: 1111 W. Capitol Ave Room # 405 Fax: (501) 377-1287 EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH WERE VISIBLE AT 1500 West Marand Little Rock, AR 72201 Address: THE TIME OF MAKING OF THIS SURVEY; BUILDING SETBACK LINES; North Little Rock, AR 72120 RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 4. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM Entergy Arkansas (Electric) Comcast Cablevision of Arkansas FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR Contact- Ms Wendy Henderson MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE Phone: (501) 954-5166 Contact: Mr. Myron Welch IN THE EXACT LOCATION INDICATED, ALTHOUGH THE SURVEYOR DOES Address: #9 Entergy Court Phone: (501) 376-5700 CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY Little Rock, AR 7221'1 LOCATED THE UNDERGROUND UTILITIES. Little Rock Municipal Waterworks - Wastewater Dept. 5. ALL AREAS OF ASPHALT AND CURB &GUTTER ARE IN "GOOD" CONDITION (UNLESS NOTED OTHERWISE). Reliant Energy/ARKLA (Gas) Contact: Mr. Rick Simmons, Engineering Dept. th C i hrs Cathey 6. BASIS OF BEARINGS AND VERTICAL CONTROL BASED ON: PAGES Contact: Mr. CY Phone: (501) 688-1420 MONUMENT #2020. N 149,439.40, E 1222748.64, EL=313.81 (NGVD29). Phone: 1-501-•377-4661 Address: 221 E. Capitol Ave. Address: 1515 East 15th St. Little Rock, AR 72202 Little Rock, AR 72202 15 G Ng y� 0 . EMERGENCY DRIVE F 11 0 CHAINLINK FENCE �G PSPNPLt�6°h° �6�1 5/8' 361.55 CONSTRWCT *142 LF OF 6' HIGH SOLID WOOD FENCE WITH FLAT SIDE FACING RESIDENCES 2" ASPHALTIC SURFACE COURSE PRIME COAT AT A RATE \ OF 0.25 Gt' " 6" CRUSHED STONE(SB-2) BASE COURSE 0 10OX MODIFIED PROCTOR DENSITY 8" COMPACTED SUBG 10OX MODIFIED PROC DENSITY NOTES: 1. ALL NEW PARKING AREAS SHALL BE CONSTRUCTED USING THIS DETAIL NEW PAVEMENT SECTION ?t n -EXISTING SECURITY FLOOD 'til° LIGHT a 4 MAINTAIN EXISTING CHAIN LINK FENCE IN PLACE h - 4 EXISTING - - o RETAINING WALL 310 11 12 u5� 2210 VV Two R3 D{ I g�l`TOP (0)=36851 ,51 FL 5E=365.59 FL N=36531 r\ 5' WALK FROM _PARKING LOT TO CROSSWALK y1� NEW TRASH RECEPTACLE 230 TOTAL STALLS 0 `fry 14 -- O -- - .y1`A -41' PSP�PLt ----G.72'- TOP - --j=-3b'3.T.i FL 5=356.30 61STING FL N=35757 RLL TERMINA�}E NEW FENCFo SIDEWALK 4 6 Ng y� 0 . EMERGENCY DRIVE F 11 0 CHAINLINK FENCE �G PSPNPLt�6°h° �6�1 5/8' 361.55 CONSTRWCT *142 LF OF 6' HIGH SOLID WOOD FENCE WITH FLAT SIDE FACING RESIDENCES 2" ASPHALTIC SURFACE COURSE PRIME COAT AT A RATE \ OF 0.25 Gt' " 6" CRUSHED STONE(SB-2) BASE COURSE 0 10OX MODIFIED PROCTOR DENSITY 8" COMPACTED SUBG 10OX MODIFIED PROC DENSITY NOTES: 1. ALL NEW PARKING AREAS SHALL BE CONSTRUCTED USING THIS DETAIL NEW PAVEMENT SECTION ?t n -EXISTING SECURITY FLOOD 'til° LIGHT a 4 MAINTAIN EXISTING CHAIN LINK FENCE IN PLACE h - 4 EXISTING - - o RETAINING WALL 310 11 12 u5� 2210 VV Two R3 D{ I g�l`TOP (0)=36851 ,51 FL 5E=365.59 FL N=36531 r\ 5' WALK FROM _PARKING LOT TO CROSSWALK y1� NEW TRASH RECEPTACLE 230 TOTAL STALLS 0 `fry 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. F IPF 5 S' -- O -- PARK)NG .y1`A -41' ---- ----G.72'- - -` CONCRETE i, y� 61STING n° 9aA y �1° RLL TERMINA�}E NEW FENCFo SIDEWALK CROSSWALK CONSTRUCTION AT 1 Tz-_-w TREE LINE EXISTING RETAINING �1ro --o-o a PROVIDE 3' 1 WALL. ,'ORE1.1 s So° °�9' PEDESTRIAN GATE IN PROPPED K/ G ¢i FENCE PSpNP 1"0R 1y`h GQV SEWER MANHOLE q UTILITY POLE WATER METER --aro-. o" 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. F o IRON PIN/PIPE FOUND O IRON PIN SET BOUNDARY LINE ---- RIGHT OF WAY LINE ------ SECTION LINE BUILDING SETBACK LINE cHE - OVERHEAD ELECTRIC SEWER --- x'W - WATER Tz-_-w TREE LINE FIRE HYDRANT --o-o a � WIRE FENCE _ c o- `NOOD FENCE GAS METER MB MAILBOX SIGN SEWER MANHOLE UTILITY POLE WATER METER u'^ WATER VALVE i ELECTRIC TRANSFORMER sr. vivi W. 12TH ST. T SITE p a W. 14TH STw m (DAISY L. GATSON BATES DR.) SGNpOV u W. 15TH S7. W N Eli a W. 16TH ST. VICINITY MAP LATITUDE: 34044'18" N NOT TO SCALE LONGITUDE: 9201750 W GRAPHIC SCALE 30 0 30 60 90 Scale 1 " = 30' EXISTING LEGEND: o IRON PIN/PIPE FOUND O IRON PIN SET BOUNDARY LINE ---- RIGHT OF WAY LINE ------ SECTION LINE BUILDING SETBACK LINE cHE - OVERHEAD ELECTRIC SEWER --- x'W - WATER TREE LINE FIRE HYDRANT --o-o CHAINLINK FENCE -xx- WIRE FENCE _ c o- `NOOD FENCE GAS METER MB MAILBOX SIGN SEWER MANHOLE UTILITY POLE WATER METER WATER VALVE i ELECTRIC TRANSFORMER PROPOSED LEGEND: CURB 51GN OPARKING COUNT LITTLE ROCK SCHOOL DISTRICT CENTRAL HIGH SCHOOL REGISTERED PROFESSIONAL ADDRESS: 1500 S. PARK STREET ENGINEER DESIGNED BY: EJP SCALE: 1 " = 30' *** SITE E:RIiEST J. PETERS MB SHEET N0. No CHECKED BY: EJP P LA N 2 DATE: 3-17-03 REVISED: 3-18-03 PROJ. NO: P-736-14 ROCK PC" c r E FCC ' ^ �N PETERS & ASSOCIATES SU@J .. I T THE CONDITIONS AS rdOTEO IN '7' E PL';P .,N• „ Is'AiG)1�EER3, INC. 101l,dJic r LOAD DAT 671 SSION CFM & 7RAFM BY: LC _& P.O. Boz 216M (601) 226-0600 DATE: -c3-� Errrla ADCs. a>sTceN9As 72821