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HomeMy WebLinkAboutZ-8037-A Map 3LII I II I II I II I t S IIi 11 I W II I II I II I II I``D � III II I II I II I � III II I III III II I III II I II I 11 I II I r 41. II I II I Il I II I II I` � III II I I I I� II I > III III III III � II II 1 * �' III � III II I IIi II I II I N II I it II I IIi 11 I II I II I II I uI II 24" Concreted I�. 24" Concrete Catch Basin 361.02 rim I . 441nvert "C. < #5 Rebar (F) IP I Ca #1375 !' Cap #1375 , ry 9'-0" II J III 'I �q . M III '1 �I`� 17'-0" MINIMUM LANDIQI' !' BUFFER REQUIRED Cy ' LU I II' NIv III. 1 v I biz I #5 Rebar IF i II �. -� --.. II #5 Rebar(F), III .j i 'I,, III is o t o e ^' In rn W III b 1 I •I °pie I s �jz ---------- Dte q 1 1' ACCESSIBLE SIGN NOT EACH DIRECTION ON 3" HIGH SAND Catch Basin 1 q 359.34 rim I i o 351.76 Invert a ; ADA ACCESS CHAIRS AS DESCRIBED ABOVE RAMP Lj3?36' I 10 111 0 :4t- ut I �Iz N 13 .pj �.00I SITE LAYOUT PLAN SCALE: 1 "=20'-0" NOTE: 1. ALL DIMENSIONS ARE TO BACK OF CURB West 31nd Street (Not constructed) Flow 350.12 47'-2" 14380.17 am S S S ........»......... ....��� 94 onstructed) """•"' '•' • •P SCREEN FENCE OD S 8°0'52" E 107.56 (M) 7.44' \\ Q S 7°55'56" F i m u mi a �5.83' �I n n -----_&- ---- U) �o J CO HW ❑ UU LL CO N :• v .2 NTERIORcli NSCAPIN N AREA: 188 s r �� 0 R, c) 7.99' �S Lot 9 of . o .7- 0 O O . a l ADDITIONAL 10 FEET CAPTURED WITH CLOSURE OF 31ST STREET 17'-0' MINIMUM LANDSCAPE BUFFER REQUIRED Northeast comer Lot 7, Block 148 I (� A1 1 N N 'STER LOCATED ENCLOSUREISEE ILS SHEET) VIII, I) ' LANDSCAPE BUFFER REQUIRED 70 I AD REMAIN � I � 1 ^V 0 o SOp, 1 I .Qbt 1 N N cN �I 6 S� __. 1 MICIA N � ACCESS I. I� I O R� � 3 111.41 Flo ACCESSIBLE SIGN NOT EACH DIRECTION ON 3" HIGH SAND STRIPED AISLE) CHAIRS @ 36" ON CENTER, MAX IN R5.00' 1 I� �Q O <'J CHAIRS AS DESCRIBED ABOVE ACCESSIBLE pyo .II,. p b'. a � b'.0 • %d III 13 o� CAR WASH de $ i Ia a ! ~ FEE=361.50 L t to i tn G �\0 z. n d b l I z N 1 0; Lot 10 - ------------------------ #5 -------- - -o 1 -------- ---- --------- ' I I d #5 Rebar (F) - PI 12'-11" ; 111 I 60 � I ' I LA'JUscAPI BUFFER REQUIRED TO RENAIN ' o Lot 11 1 I <I Iz 16.50' II I< I , L< '1 -. I - - - ' . 19. 10, <a 05 I� n 6 0 III<.dif Lot 12 Op FL 1 dd . �N° 1 III J f° z i 1)i Rebarv. ' � I i I c 000 O �1 ' . I #1375 � � - I ° \ 6---------------- P ' =5 R bar (F) N 87°5707" W 103.57 (M) - ----------'----' \�\ ` - - Cap # 75 - - N 87055'57" W 103.64 ( ---------bar c" - ��\ \ Stop Si_ q �-_ \ LANDSCAPE BUFFER PROVIDE NE V / ADA ACCESS PROVIDENEW W RAMP ADA ACCESS I RAMP West 32nd Street o _ __ 145.36' Know what's below. Call before you dig. 6" THICK OF 3000 PSI CONCRETE W/#3 BARS (� 15" ON CENTER, ACCESSIBLE SIGN NOT EACH DIRECTION ON 3" HIGH SAND STRIPED AISLE) CHAIRS @ 36" ON CENTER, MAX IN OR CURB ALL DIRECTIONS OR W/6x6 - W1.9 x W1.9 SHEET MESH ONLY ON SAND CHAIRS AS DESCRIBED ABOVE ACCESSIBLE pyo .II,. p b'. a � b'.0 • %d 6" THICK CLASS 7 (SB -2) CRUSHED STONE COMPACTED TO 95% STANDARD o� o :' de $ PROCTORDENSITY CONFORMING TO SECTION 303 OF THE (AHTD) STANDARD SPECIFICATIONS FOR HIGHWAY CONST'N Lot 6 Lot 5 D LL O C� Z LU J J Lot 4 � J CNI o d LU Lot 3 Lot 2 1 -4" 6" FINISH GRADE "'111111' i W/#3 BAROF((��300 " ON CENTER, EACH DIRSECi ION ON 3" HIGH SAND p R?' fi \� •• CHAIRS @ 36" ON CENTER, MAX IN �+ ���' • ':� ALL DIRECTIONS OR W/6x6 - W1.9 Rd• = PHILUP LEWIS ;�� x W1.9 SHEET MESH ONLY ON SAND - w CHAIRS AS DESCRIBED ABOVE _ U ENGINEERING, INC. z No. 566 D •Q I - y�; 6" THICK CLASS 7 (SB -2) CRUSHED •........ STONE COMPACTED TO 95% STANDARD • • n - w•••• O q S-E1� PROCTORDENSITY CONFORMING TO SECTION 303 OF THE (AHTD) STANDARD SPECIFICATIONS FOR HIGHWAY CONSTN 3K-QF'EXISTING SUBGRADE-.- FIED AND RECOMPACTED TO F MODIFIED PROCTOR DENSITY 6" THICK SUBGRADE COMPACTED 6" THICK OF EXISTING SUBGRADE TO 90% STANDARD PROCTOR SCARIFIED AND RECOMPACTED TO TYPICAL CONCRETE PAVEMENT SECTION 90% OF MODIFIED PROCTOR DENSITY DENSITY NOT TO SCALE ALL CURBING TOBE 2'-0" CONCRETE CURB & GUTTER 3000 PSI 28 DAY CONCRETE NOT TO SCALE SEE PLAN FOR WIDTH 4"-t;ONCRET_E_$LAB/BRUSH FINISH W/6x6-WIAX_U.4W..W.F.ON 6" THICK SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM RUNNING SLOPE IS 5%. MAXIMUM CROSS SLOPE IS 2%. -X X X CONCRETE WALK SECTION NOT TO SCALE SIDEWALK OR FIN. GRADE CONCRETE POST W ww _Z 00 z w M:U D -Z M W O J _ O V r 4 LB/FT'I CHANNEL (GALVANIZED) 1 1/4" 3 1/2" I POST SECTION GN IT AND CK WASHER 6" MACHINE REW OR BOLT MOUNTING PARKING ONLY VAN ACCESSIBLE PARTIAL ELEVATION SIGN POST W ACCESSIBILITY EDGE OF WALK (AGAINST SYMBOL & "VAN ACCESSIBLE" LANDSCAPE OR BUILDING TYP.) SIGN MOUNTED BELOW. (VAN ACCESSIBLE SIGN NOT REQ'D. W/ MIN. 8' STRIPED AISLE) FACE OF WALK OR CURB ACCESSIBLE RAMP. SEE DETAIL EDGE OF RAMP WHEELSTOP TO BE FLUSH SEE DETAIL WITH PARKING (REQ'D. IF LOT SURFACE WALK WIDTH IS LESS THAN T-0") 0 0 4" PAINTED STRIPING N V-6" O.C. AT 450 IN FRONT OF RAMP (WHITE REFLECTIVE) NEW RAMP UP TO SIDEWALK -- PAVEMENT MAX. SLOPE 2% IN ALL DIRECTIONS. 9.00' 9.00' 9.00' LotUK ACCESSIBLE PARKING STALLS .----- - �c N NOTES. UTI L)TI ES 1. 46 TOTAL PARKING SPACES ARE PROVIDED WITH 4 HANDICAP ACCESSIBLE SPACES (ADJACENT TO HEADQUARTERS BUILDING). SANITARY SEWER: 2. WOOD PRIVACY FENCE SHALL MEET CITY OF LITTLE ROCK STANDARDS. LITTLE ROCK WASTEWATER 3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS. 501-688-1452 (ENGINEERING) 4. ORNAMENTAL WROUGHT IRON FENCE AND GATES SHALL BE SELECTED BY OWNER PRIOR TO PRICING 501-223-1509 EMERGENCY AND INSTALLATION. (EMERGENCY) 5. INSTALLATION OF GATE SHALL INCLUDE COST FOR INSTALLATION OF DIRECT BURIED ELECTRIC LINE FROM EXISTING HEADQUARTERS BUILDING (ON THE WEST SIDE OF THE PROPOSED PARKING LOT) TO THE NEW GATES WATER: ON THE TWO ENTRANCE DRIVES. COST SHALL INCLUDE CONNECTION TO EXISTING ELECTRICAL PANEL IN EXISTING CENTRAL ARKANSAS WATER HEADQUARTER BUILDING AND INSTALLATION OF WIRE AND MOTOR OPERATION FOR BOTH SLIDING GATES. SOLAR 221 EAST CAPITOL PANELS WILL BE CONSIDERED FOR SOURCE OF POWER IF ACCEPTABLE PANELS ARE AVAILABLE FOR GATE OPERATION. LITTLE ROCK, ARKANSAS GATES SHALL HAVE MANUAL OVERRIDE FOR MANUAL OPERATION IN CASE OF POWER OUTAGES. 6. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION 501-372-5161 RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ELECTRIC: 7. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR CONCRETE ENTERGY ARKANSAS, INC. APRONS WITHING THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE SITE. REMOVED ABANDONED DRIVEWAY CUTS AND INSTALL 425 WEST CAPITOL AVENUE CURB, GUTTER, AND SIDEWALK. ALL WORK WITHING THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF LITTLE ROCK 20 10 C 20 407T STANDARD DETAILS AND ADA GUIDELINES. LITTLE ROCK, ARKANSAS 8. CONTACT MELVIN HALL (501.918.5217/501.590.7465) FOR INSPECTIONS OF ANY WORK IN PUBLIC RIGHT-OF-WAY PRIOR TO 501-377-4000 20' PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON-SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE NATURAL GAS: OWNER OR CONTRACTOR. 9. OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY WORK CENTERPOINT ENERGY IN THE RIGHT-OF-WAY. CONTACT TRAFFIC ENGINEERING AT 501.379.1817. 400 WEST CAPITOL #600 10. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF LITTLE ROCK, ARKANSAS UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE MARKED IN WHITE. CONTACT TRAFFIC 888 498-0409 ENGINEERING (GREG CLAY 501.379.1811) WITH ANY QUESTIONS REGARDING STRIPING. A3-25-16 W 14 Q � 00-0 o O ti xI V Q Y 0 CO U = 0 iQ O w O 1- C M J>E CARADINE COMPANIES ARCHITECTURE 1101 CUMBERLAND STREET LITTLE ROCK, ARKANSAS 72203 501.372.4199 OFFICE 501.372.4198 FAX COPYRIGHT © 2012 CARADI NE@CARADI NE. COM PROJECT NUMBER: C046.13 ISSUE DATE: DEC 2014 SHEET NUMBER: C1.01