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Home My WebLink AboutZ-7374 Map 1I old p1po 347.04 ! f I I t 2308 I I ZONEq 0...3 � N 1 E1 WEST 3TH, STREET �4 i I I I 2308 i 1 2300 ZpNEO R '2" 346.45 IPF P P, _CONSTIF coNCREEXISTING LF OF STREET DEW STREH ET Y POSSIBLE RAILROAD TRACKSSJ PROPOSED UNDER ASPHALT \ SECURITYPSP -- -. FL CON RE7E \• CUR ^3'04 �; 0 CONCRETE y S$ IPF } k^�c 1 1 1 h 7.24' � _e HOUSE ANDTREE TO REMOVED BE Q i WOODk3-SA E ,w w � I FRAMES i{o°0'`KbOD, FF=3475 TREE AND BRUSHUNE' TO REMAI v ^ 0 , I JNSTRUCT ±352 LF OF 6' 23pg 23 IHIGH SOLID WOOD FENCE WITH FLAT SIDE FACING z0' RESIDENCES I TOO f 7.32' IL K 7 1 20' 4R { ro x \ 2„Pim NEW TRASH tECEPTACLE ! IIi � PF 5/8' 351.10 .' IPF 5/8' ii 5y 24' 15 M iv r 0 F 24' 1i�l C FROM G LOT, S TREE5 TO ®c REMOVED 3 Mh S� 41toe gyp B --- TOP C s_� FL � FL N=J 7 22 k 0 113 6� -1 6k �2 2y 2+- 3 - > __.-•� c' -EC, to ;- T, M �ry9 . o 9 6 15 k y A __ T^ __ -------- 1�1_ _ __ *� NO PARKING -- -. ONCRE7E �khk• EXISTING1-.__-_-_- `� CONCRETE y k� �k ��• cuRe �' o SIDEWALK y"` AISY L. GASOlV3ATES CONSTI�U(BT ±35 LF OF CURB AT °y Q CONSTRUCT THE BACK OF EXISTING WALK 41 ---- DR '� �P`t P`'P ±56 LF OF AREA -REMOVE ± 203 PSP�P� TOO �` yo' SF t ti /4 Y223 PROVIDE 25' REMOVE & DISPOSE PSP�PV `^ 9 or n DRIVEWAY GATE IN OF ±197 SF OF REMOVE AND DISPOSE 0h PROPOSED FENCE SIDEWALK AND ±176 SF EXISTING ti „ t PEDX LIMESTONE ORE I __ v __ _. f__ -.,-_- -..- - LANE ` CONSTRUCT NEW DRIVEWAY APRON or n WOOD FENCE 1�_1 PEDNG. S_ _-_ vi REMOVE & DISPOSE I W. 11TH ST. OF ±645 SF OF FLOOD CERTIFICATION: UTILITY POLE u s CONSTRUC DESCRIPTION: DRIVEWAY ESTABLISHED 100 -YEAR FLOOD PLAIN, AS DETERMINED BY OF CONSTRUCT ±33 LF NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE LF OF 5' NIDE CONCRETE DRIVEMAINTAI STATE OF ARKANSAS. CONCRETE o h�. SIDEWALK WITH APRON PER CITY OF LITTLE EXISTING STREET' Pk EXISTING ADA RAMP ROCK SECTION Pct v LINK CHAIN o° b'- STANDARDS 1. THIS SURVEY MEETS CURRENT "MINIMUM STANDARDS FOR PROPERTY P 5 FENCE IN ASPH T -- .__ / s - _._____ _ _-..`r 4__ CONCRETE IT FL,c ONCRE .� NCRE --.,.-._PLACE . CURD - •' :A; _.TNG Central Arkansas Water a 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 'BfD* Phone: (501) 377-1222 R 1 5' airy -. : h^ 88°0221 "E 149.48' , ONC E7 y 9.74JPF S TREE5 TO ®c REMOVED 3 Mh S� 41toe gyp B --- TOP C s_� FL � FL N=J 7 22 k 0 113 6� -1 6k �2 2y 2+- 3 - > __.-•� c' -EC, to ;- T, M �ry9 . o 9 6 15 k y A __ T^ __ -------- 1�1_ _ __ *� NO PARKING -- -. ONCRE7E �khk• EXISTING1-.__-_-_- `� CONCRETE y k� �k ��• cuRe �' o SIDEWALK y"` AISY L. GASOlV3ATES CONSTI�U(BT ±35 LF OF CURB AT °y Q CONSTRUCT THE BACK OF EXISTING WALK 41 ---- DR '� �P`t P`'P ±56 LF OF AREA -REMOVE ± 203 t 60' RIGHT-OF_WAy �` yo' SF t ti /4 PROVIDE 3 CURB TO �6 ASPHALT BETWEEN PROPOSE -TURBS-- r- PSP�PV `^ NG PEDESTRIAN GATE STREET SEMATCH ICTI•nON rc MATCH EXISTING CHAT 4A IN PROPOSED PHp T' CONSTRUCT ±258 LF 0 FENCE 5 ��-� M---�-------_--- IN PLACE .-____- P 6' HIGH CHAIN UN NO PARKING ti „ t PEDX LIMESTONE ORE I __ v __ _. f__ -.,-_- -..- - LANE ` -xx- CURB 2'HlGH _ -i FIRE LA STOP AHEAD WOOD FENCE 1�_1 PEDNG. �^ vi REMOVE & DISPOSE I W. 11TH ST. OF ±645 SF OF FLOOD CERTIFICATION: UTILITY POLE 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, PARK ADDITION TO THE CITY OF MAP FOR PULASKI COUNTY, LITTLE ROCK AND INCORPORATED AREAS. LITTLE ROCK, COUNTY OF PULASKI, STATE OF ARKANSAS. MAP NUMBER: 0501810106 F 12TH ST. REVISED DATE: 10/19/01 SURVEY NOTES 1. THIS SURVEY MEETS CURRENT "MINIMUM STANDARDS FOR PROPERTY SITE 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. W. 14TH ST. 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 Little RockAR 72201 , Address: 1500 West Maryland w. THE TIME OF MAKING OF THIS SURVEY; BUILDING SETBACK ONES North Little Rock, AR 72120 RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER a y 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 ) FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR Contact: Ms Wendy Henderson Comcast Cablevision of Arkansas 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 Little Rock, AR 72211 INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. "GOOD" Little Rock Municipal Waterworks - Wastewater Dept. 5. ALL AREAS OF ASPHALT AND CURB &GUTTER ARE IN Reliant Energy/ARKLA (Gas) Contact: Mr. Rick Simmons, Engineering Dept. CONDITION (UNLESS NOTED OTHERWISE). 6. BASIS OF BEARINGS AND VERTICAL CONTROL BASED ON: PADS Contact: Mr. Chris Cothe Y 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 36133 g6 .4g0 EMERGENCY DRIVE PSPNP�t",'Oory� 31 .W I I I 2219 5 Z00 a&e CONSTRWCT ±142 LF OF 6' HIGH SOLID WOOD FENCE WITH FLAT SIDE FACING h RESIDENCES i 1 5/B" 36F 55 ' a- CHAINLINK FENCE e EXISTING SECURITY FLOOD LIGHT b� 3 MAINTAIN EXISTING CHAIN LINK FENCE IN _ PLACE �'ExisnNG RETAINING WALL "10 11 2210 W 0.3 a� V WALK FROM 5 PARKING LOT TO CF�OSSWALK NLIN FENC b4 NEW TRASH RECEPTACLE 3 0 00 0 ti U - IPF 5 8' PARKING 6.72, -- -1^�. . CONCRETE 44 y4S ,5?vk ISTING y4 �to1A TERMINARE NEW FENCE SIDEWALKCROSSWALK y� CONSTRUCTION AT y EXISTING RETAINING 4' 9 -9� PROVIDE 3' y� PEDESTRIAN GATE e'k ° -° IN PROPOSED PNP eti h PARKING .TRR..? FENCE PS 5Av 4^r 2" ASPHALTIC SURFACE COURSE PRIME COAT AT A RATE OF 0.25 GAL/SY� 6' CRUSHED STONE(SB-2) BASE COURSE 0 1005 MODIFIED PROCTOR DENSITY 8" COMPACTED SUBGRADE AT 1005 MODIFIED PROCTOR DENSITY NOTES: 1. ALL NEW PARKING AREAS SHALL BE CONSTRUCTED USING THIS DETAIL. NEW PAVEMENT SECTION 230 TOTAL STALLS 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 LF.. 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 NCT 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. O'VE VICINITY MAP LATITUDE: 34044'15" N NOT TO SCALE LONGITUDE: 9201750 W GRAPHIC SCALE 30 O 30 60 90 Scale I " = 30' EX15TING LEGEND: 0 IRON PIN/PIPE FOUND ® IRON PIN SET ---- BOUNDARY LINE ---- m v, z BUILDING SETBACK LINE w r- SEWER rc N WATER TREE LINE FIRE HYDRANT o -o CHAINLINK FENCE -xx- WIRE FENCE o- o-- WOOD FENCE 1�_1 GAS METER �^ vi o W. 11TH ST. SEWER MANHOLE ut UTILITY POLE FAj� WATER METER WATER VALVE CEJ ELECTRIC TRANSFORMER W. 12TH ST. SITE W. 14TH ST. m (DAISY L. GATSON BATES DR.) w. uTH sT. a y a = N0 W. 16TH ST. VICINITY MAP LATITUDE: 34044'15" N NOT TO SCALE LONGITUDE: 9201750 W GRAPHIC SCALE 30 O 30 60 90 Scale I " = 30' EX15TING LEGEND: 0 IRON PIN/PIPE FOUND ® IRON PIN SET ---- BOUNDARY LINE ---- RIGHT OF WAY LINE ------- SECTION LINE BUILDING SETBACK LINE -- oHf --- OVERHEAD ELECTRIC SEWER -- x's---- -- xv--- WATER TREE LINE FIRE HYDRANT o -o CHAINLINK FENCE -xx- WIRE FENCE o- o-- WOOD FENCE 1�_1 GAS METER MB MAILBOX SIGN O SEWER MANHOLE UTILITY POLE FAj� WATER METER WATER VALVE CEJ ELECTRIC TRANSFORMER PROPOSED LEGEND: CURB 51GN OPARKING COUNT LITTLE ROCK SjAO` SCHOOL DISTRICT r. 01 AS CENTRAL HIGH SCHOOL REGISTERED PROFESSIONAL ADDRESS: 1500 S. PARK STREET ENGINEER DESIGNED BY: EJP SCALE: 1 " = 30' ERNEST J. PETERS MB S ITE SHEET NO. NO CHECKED BY: EJP P LA N 2 DATE: 3-17-03 REVISED: 3-18-03 PROD. NO: P-736-14 API'; 10 1 HL= c 0143 PETERS & ASSOCIATES AS , 0 i'[D IN THE PLe,tJ I a UC - A,, ;(: r;i, iSS aN ENGBIEERS, INC. MINUTE RD DA' `/ "�'_ �.1. am a TRAM a1Km0�mTc BY:_. P.O. Hoz 21888 (601) 226-0600 �ATL:__� �'� z _- Il11TE HOC$ ARBAPSAS 78821