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Home My WebLink AboutZ-6909-A Map 2R L 18.28' 25.0' IN I I I 1 I I 1 I I I 184.21' I I I I i I I I I I I t I R, 21.2' I I \1 T I I I I \wI 1 I I *r I I 1 I I I 7 I I I I I I r I I 15.56' ---- - - - - -- �- 4 LBlhT "U' -------- CHANNEL 1 - - - - - -- OVERHEAD (GALVANIZED) 168.9-------- ___ T _ p 1 ____ WW ____ gg = / O / 2 148.41' L 3 112' —1 GIN PARKING 1 1_ JWER POLE ui N I / I I i I I � I � N On N W if) Go M IN M SD^ �3• I I I i . I I I I I I I I I I 5.00' I 7 I I ) ED P N N' , i I , , , I , I I I , I , I I�_ I , I I ) R 3 so, lit- t 1 R3. S0' R 5 5� 18.28' E' er 1833' � I 156.69' z'iNEW PAVEMENT-- j EXISTING PAVEMENT I t� 156.69' SITELAYOUT SCALE: =20'-0" NOTE: 1. ALL DIMENSIONS ARE TO BACK OF CURB I It ycJ� � I lu �II I j° c SII I of n I II `U I I I I III III�}ti±,r 11 t I It 11.00 1 It SIGN POST W ACC IBILITYOLS EDGE OF WALK AGAINST SIGN MOUNTED "VAN AC . (VA' /- SIGN MOUNTED BE� (VAN / LANDSCAPE OR BUILDING TYP.) ACCESSIBLE SIGN nus 7 O REO'D. W/ MIN. STRIPED AISLE) III III ... "may, :. i—FACE OF WALK O EDGE AS HALT ------- — — — — — — — — — — — — — — — — — — — — — — — — — -_______________ 1 ____________________________ OVERHE F ____ /' POST SECTION ONLY /' SIDEWALK -- nl fT 7 it I 1 -___ OR FIN /_-______--___� -,. SIGN °NII I I I GiiADE17 III "�— i III NUTAND VAN u ;til LOCK WASHER FSI, I I I CONCRE?E D - _ + lu ` he i ACCESSIBLE I I 5/16"MACHINE I SCREINORBOLT i ' I III opit f I I I I 30.0' QI lot E— SEE DETAIL I II POS' 11 PARTIAL ELEVATION III MOUNTING 1 1_ JWER POLE ui N I / I I i I I � I � N On N W if) Go M IN M SD^ �3• I I I i . I I I I I I I I I I 5.00' I 7 I I ) ED P N N' , i I , , , I , I I I , I , I I�_ I , I I ) R 3 so, lit- t 1 R3. S0' R 5 5� 18.28' E' er 1833' � I 156.69' z'iNEW PAVEMENT-- j EXISTING PAVEMENT I t� 156.69' SITELAYOUT SCALE: =20'-0" NOTE: 1. ALL DIMENSIONS ARE TO BACK OF CURB I It ycJ� � I lu �II I j° c SII I of n I II `U I I I I III III�}ti±,r 11 t I It 11.00 1 It SIGN POST W ACC IBILITYOLS EDGE OF WALK AGAINST SIGN MOUNTED "VAN AC . (VA' /- SIGN MOUNTED BE� (VAN / LANDSCAPE OR BUILDING TYP.) ACCESSIBLE SIGN nus 7 O REO'D. W/ MIN. STRIPED AISLE) III III ... "may, :. i—FACE OF WALK O I - I i �c II I opit f RAMP. 1 II QI lot E— SEE DETAIL I II WHEELSTOP 4 SEE DETAIL 111 1 1 I I I 1 I I I I I I I 1 I I I I I I I I ( 1 I I I I I 1 I I I I I 1 I 1 I I 1 1 I 1 I I I 1 21.63' Ici I II A`VEMENYo ll 1t I LE fER Tt5 RI XISTING PAVEMENT EW�PAVEMENT ALL TION x W1..99 SHEET P U ---- _ CHAIRS AS DEE 6"THICK CLASS7 Q DIP STONE COMPAC ACCESSIBLE I i '-6'O.C. N (WHITE - � RAMP. 1 II E— SEE DETAIL I II WHEELSTOP SEE DETAIL 111 (REO'D. IF 1 II WALK WIDTH 1111 LESS THAN 7-49)11 0 " PAINTED STRIPING N III O R FRONT AMP ftEFL RPLECTIVEb II II SI I PAVEMENT MAX I I SLOPE 2°o IN 111 ALL DIRECTIONS. II 9.00' 9.00' 9.00' I1 III 5x6 - W1.9 LY ON SAND ABOVE ACCESSIBLE PARKING STALLS I I II III A • OR CURB EDGE OF RAMP TO BE FLUSH WITH PARKING LOT SURFACE RAMP UP TO V-4' 6” FINISH GRADE 90 ____� " --o -- 8- / +c 1 U/9Qt1LVlnaL1-------- - 44.76' ----------- --T�i ---�`-NEW£flNCRET 3T€P3----- - - --- m -------- o r ' --- I1--m-OOTORD NSI QON RMING TO •" --- it j °�� TER STANDARD SPE�IFFICATONSFSECTION � OF w (H HWAYCONSTN \ \--------- -L JJ STANDARD PROCTOR ` _ _ ' '` g a 6"°THICK OXIST NGI_;UBGRADE Z6" THICK SUBGRADE COMPACTED FIREHYDRANT �`\ �� LJ -- —y)I )--_--_?% ,/i --- ° R L�jir'4% TO 90% \ �\ \__ // . °/- ---SG°AR4E D C PACTEDTO DENSITY / 90% OF MODI IE' IPR TOR DENSITY d dl a --------T>/y x / I IiuI I 1_0 ICO NOTE:NCRETE CURB & GUTTER IL CR2NO Br(TRANSI d 30PSA�i NOT TO SCALE -y�� r -i,_, - Ab I ,1'CONCRET --------L° F7 ry1 w-5 /vx �r __ /Y� Nv 'vy q / --------- FF 100.0 / 1 It .fix/y I I" I III SEE PLAN FOR WIDTH �(; iYyt I 1 III 4" CONCRETE SLAB/BRUSH FINISH 15.00' / III yip x.�!� I\ I III —W/6x6-Wl4xW14WWF ON �nx <X/, 6" THICK OF 3000 PSI CONCRETE ---------Fit � ; �/',l 1 `�-- W/#3BARSj'15' NCENTER, n �? <' r` --------------EACH DIREION- N 3" HIGH SAP I u y �x-------------------- CHAIRS 7a O ENTER,MAXI rT� ; '> _ L D1f3 W/6x6 - W1.9 m — / -- - II '�y�i', °RJti�i vY? v`yJ vywiYYTYu T y ONLY ON SA F Lu ° GAS RISF0'; Yl < Y5 Y5 5 5 YY5 5 5 BED ABOVE N z L / III I I � 1 LU 7 i �7r/777-ri77 d , IrG u11Lu111 il_____________I 1' P S' INS o•• s o i 6" THICK CLASS 7(SB-2� ISHED `•e$.`a t5�^^ SS STONE COMPACTEDT ' a xxiYxxiYxX/ xiY'xz PROCTORDENSITYCO __ ___-_ _� el Kx, SECTION 303 OF THE ( 0 IxW �i a 1 y'� SPECIFICATIONS FOR HIG W Y C} -kx �YI G a Y / 6" THICK SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM RUNNING SLOPES 5%. MAXIMUM CROSS SLOPE IS 2%. CONCRETE WALK SECTION NOT TO SCALE 6" THICK OF EXISTING SUBGRADE c5 s SCARIFIED AND RECOMPACTEDTO YY GAS RISEF x/� �^? ^ EXISTING BUILD 90 /o OF MODIFIED PROCTOR DENSITY /.ssX.ss UTILITIES ° SANITARY SEWER: TYPICAL CONCRETE PAVEMENT SECTION I It io\ �yy LITTLE ROCK WASTEWATER NOT TO SCALE LIGHT PO ,' ;;; SSMH(,_);; x 501-688-1452 (ENGINEERING) 501-223-1509 (EMERGENCY) SSMH(C),' i / ?:k WATER: Lu �/ z Z U L.1_ U uj -� o F- 07 J W Z U 0 A CENTRAL ARKANSAS WATER NOTES: /1 11-.-g-_nd. _a I ay l\ \ Ir-----�� ° fix, 221 EAST CAPITOL 1. 135 TOTAL PARKING SPACES ARE PROVIDED WITH 6 HANDICAP ACCESSIBLE LITTLE ROCK, ARKANSAS SPACES (ADJACENT TO HEADQUARTERS BUILDING). A TOTAL OF 66 PARKING PLACES WERE DISPLACED BY NEW BUILDING AND AMENITIES WITH 115 NEW PARKING SPACES ADDED. x/ 501-372-5161 2. WOOD PRIVACY FENCE SHALL MEET CITY OF LITTLE ROCK STANDARDS. `�� i r� ,y yam, JN 3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS. Ir _ _ _ _-� II yy L S xY y5� y ELECTRIC: 4. AND ORNAMENTAL WROUGHT IRON FENCE AND GATES SHALL BE SELECTED BY OWNER PRIOR TO PRICING - Sr ENTERGY ARKANSAS, INC. CARADINE -- 6w 425 WEST CAPITOL AVENUE 5. INSTALLATION OF GATE SHALL INCLUDE COSTFOR INSTALLATION OF DIRECT BURIED ELECTRIC LINE FROM r�M1 r ?� r{ II ,\\I II v K 501-3774000 LE K, ARKANSAS ON THE T HO ENT HEADQUARTER RII ES. AND ALLINCL SIDE OF THE PROPOSED PARKING LOT) TO THE NEW GATES cp ` L Py . EXISTING HEADQUARTERS BUILDING ON THE WE STING } I INCLUDE CONNECTION TO EXISTING ELECTRICAL PANEL IN $/ INSTALLATION OF WIRE AND MOTOR OPERATION FOR BOTH SLIDING COMPANIES P Gns ME?ERI�� GATES. SOLARPANELS WILL BE CONSIDERED FOR SOURCE OF POWER IF ACCEPTABLE PANELS ARE AVAILABLE ARCHITECTURE FOR GATE OPERATION. GATES SHALL HAVE MANUAL OVERRIDE FOR MANUAL OPERATION IN CASE OF POWER _ u NATURAL GAS: r / i� OUTAGES. N<- 6. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF 1101 CUMBERLAND STREET CENTERPOINT ENERGY LITTLE ROCK, ARKANSAS 72203 CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE 501,372.4199 OFFICE ��,��"F 400 WEST CAPITOL #600 LITTLE ROCK, ARKANSAS PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 50172.41 198 FFI AX 8$8-498-0409 7. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR COPYRIGHT © 2012 CONCRETE APRONS WITHING THE PUBLIC RIGHT•OF-WAY ADJACENT TO THE SITE. REMOVED ABANDONED CARADINE@CARADINE.COM �655�55�5�5 DRIVEWAY CUTS AND INSTALL CURB, GUTTER, AND SIDEWALK. ALL WORK WITHING THE PUBLIC RIGHT-OF-WAY 41, S SHALL CONFORM TO CITY OF LITTLE ROCK STANDARD DETAILS AND ADA GUIDELINES. PROJECT NUMBER: -----� n '------------------------ 8. CONTACT MELVIN HALL (501.918.5217/501.590.7465) FOR INSPECTIONS OF ANY WORK IN PUBLIC RIGHT-OF-WAY �AN _ _ _ _ _ _ _ _ _a a- _ _ _ a _ _ v _ _ _ ,_- PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON-SITE CLARIFICATION OF REQUIREMENTS PRIOR 0046.13 TO COMMENCING WORK. FAILURE TO DO SO CANRESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER OR CONTRACTOR. 9. OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS. OBTAIN BARRICADE PERMIT PRIOR TO ISSUE DATE: DOING ALL K SIGNAGEPAVEMENT MARKINGS AND PARKININ THE RIGHT-OF-WAY. CONTACT G TRAFFIC ENGINEERING I OT STR PING SHALL CONFORM 110.TO REQUIREMENTS GIVEN APR 2015 IN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE MARKED IN WHITE. CONTACT TRAFFIC ENGINEERING (GREG CLAY 501.379.1811) WITH ANY QUESTIONS REGARDING STRIPING. SHEET NUMBER: C1,02 RATS .._.ZIA I� Z 20,_0,. 20 10 0 20 40FT Know what's below. SCALE 1"= 20' Call before you dig.