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Home My WebLink AboutZ-7886 Map 2I— V) W 6 U� LO N 0 f 0 I I 00 c U u� C 0 0 r 34-.0, RI CURB :PLACE ANY BROKEN AND GUTTER ALONG PERIMETER STREETS I 8" WATER LIN / APPROXIMATE IC/ PER CENTRAL WATER MAP I I I E LOCATION ARKANSAS ( ENCHMARK— TOP OF IRON PIN/ jj ELEV. 100.00 (assumed) 36" hackbe fy--:: --: \ /4 171 0 to remain \ / o \ / W Z e / 3 Ne< NEW 6' CONCRETE SIDEWALK \ /Ld -: - W/ EXPOSED AGGREGATE FINISH \ / V) -- TO MATCH EXISTING ON SITE \ / OFFICE �UILDING 65001 S. F. =- 25 PARKING SPACES - FEE _ X98.50' x 1V) ENTRY _:t ENTRY w 0 <Q at NaK j wa Z o 0 r W---- R5.0' asphclt — —I 7. / \ f \ a ' Y d U _ / \ HANDICAP SIGN 24" hackberry / \ to I emoin / \ / \ '-5.00' 62.00' 14 0'`--I a .' -.NEW 6' CONCRETEo 6 4o;i II �I�11 SIDEWALK vi W/ EXPOSED AGGREGATE FINISH ui FL=97 5 w TO MATCH EXISTING ON SITE 17i 36" h kberry Z --�-- to rem in a U ' LANDSCAPE AREA PLANTER WALL -,: - SEE SHEET L-1 LANDSCAPE AREA CURB & GUTTER TYP. SYM. EXISTING ASPHALT TO REMAIN NEW 5' CONCRETE SIDEWALK W/ EXPOSED AGGREGATE FINISH TO MATCH EXISTING ON SITE asphalt EXISTING ASPHALT TO REMAIN 0 0 vi w<O NG 12"X18 78 GA. STEEL, BAKED ENAMEL, HANDICAP PARKING SIGN R7-8, AS SHOWN IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. `-4"X4" STEEL TUBE WITH WELDED TOP CAP, ANCHORED 24" IN SOLID CONCRETE (12" DIA. HOLE). COLORS LEGEND AND BORDER – GREEN WHITE SYMBOL ON BLUE BACKGROUNC BACKGROUND – WHITE CONCRETE WALL HANDICAP SIGN 40 NTS top wall 95.05 NOTE: SLOPE SHALL NOT EXCEED t" IN 12" AT ANY POINT ON RAMP. NOTE: a SCORE RAMP 1/2" DEEP & 3" ON CENTERS FOR LENGTH OF RAMP WALL CONCRETE TO BE 4" THICK HANDICAP RAMP NTS wall CONCRETE WALL I top wall 195.93 - ' HANDICAP o �P o iron fence iron fence iron fen IP % 3E Eiron fence * PINCH PIN ho ramp FOUND SIDEWALK concrete swlk. SIDEWALKfkl.I1.�1I•C � -: �.T: .:. �jI].I[:'�{{.SIDEWALK FOUND EXISTING CONCRETE R15. cone. apron APRON TO BE power pole ! conc. opron ;1 -- NEWCONCRETE _ Rt .0' HANDICAP gas met '0 REMOVED �.--- - - ........ ARR45N . - . eent;. apria- - RAMP he romp — - _:.-avhd; _pQWer-::.`.-: '-:--:-----'....-- power pole REPLACE ANY BROKEN EXISTING CONCRETE EXPOSED AGGREGATE FINISH CURB AND GUTTER ALONG APRON TO BE TO MATCH EXISTING ON SITE EXISTING CONCRETE PERIMETER STREETS REMOVED APRON TO BE REMOVED 2 IP PLA I PER RELIANT ENERGY � RECORD DRAWING -- GAS iGAS GAS GAS GAS �� GAS GAS GAS GAS -- GAS GAS GAS —�— GAS GAS GAS GAS LEGEND LITTLE ROCK WASTEWATER MAPS SHOW A SANITARY W sanitary sewer main as mh SEWER MANHOLE IN THIS AREA. n 0. electric manhole 31E (MANHLOLE NOT FOUND) ® /-CATION OF EXIPRFP 1 8 SE^NER MAIN ALLEY AGGREGATE asphalt alley FINISH FOUND—EXPOSED TO MATCH EXISTING ON SITE Z C7 — ' — power pole ............. -------------- _ . ' . . _ . e _ ovhd. power - -'-'—'-'- - ---'---- - -- ---.-:Aotvef:poP _ .. - e guy wire --------- t RETAINING WALL R10.0' —_ R10.0' IP v Q' V) O N FOUND LANDSCAPE AREA AND o, LANDSCAPE AREA r LANDSCAPE AREA W UTILITY PAD LOCATION i 6.00' " ' {18,50' _ 1 I 24.00' 18.50'I ,� top wall 34-.0, RI CURB :PLACE ANY BROKEN AND GUTTER ALONG PERIMETER STREETS I 8" WATER LIN / APPROXIMATE IC/ PER CENTRAL WATER MAP I I I E LOCATION ARKANSAS ( ENCHMARK— TOP OF IRON PIN/ jj ELEV. 100.00 (assumed) 36" hackbe fy--:: --: \ /4 171 0 to remain \ / o \ / W Z e / 3 Ne< NEW 6' CONCRETE SIDEWALK \ /Ld -: - W/ EXPOSED AGGREGATE FINISH \ / V) -- TO MATCH EXISTING ON SITE \ / OFFICE �UILDING 65001 S. F. =- 25 PARKING SPACES - FEE _ X98.50' x 1V) ENTRY _:t ENTRY w 0 <Q at NaK j wa Z o 0 r W---- R5.0' asphclt — —I 7. / \ f \ a ' Y d U _ / \ HANDICAP SIGN 24" hackberry / \ to I emoin / \ / \ '-5.00' 62.00' 14 0'`--I a .' -.NEW 6' CONCRETEo 6 4o;i II �I�11 SIDEWALK vi W/ EXPOSED AGGREGATE FINISH ui FL=97 5 w TO MATCH EXISTING ON SITE 17i 36" h kberry Z --�-- to rem in a U ' LANDSCAPE AREA PLANTER WALL -,: - SEE SHEET L-1 LANDSCAPE AREA CURB & GUTTER TYP. SYM. EXISTING ASPHALT TO REMAIN NEW 5' CONCRETE SIDEWALK W/ EXPOSED AGGREGATE FINISH TO MATCH EXISTING ON SITE asphalt EXISTING ASPHALT TO REMAIN 0 0 vi w<O NG 12"X18 78 GA. STEEL, BAKED ENAMEL, HANDICAP PARKING SIGN R7-8, AS SHOWN IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. `-4"X4" STEEL TUBE WITH WELDED TOP CAP, ANCHORED 24" IN SOLID CONCRETE (12" DIA. HOLE). COLORS LEGEND AND BORDER – GREEN WHITE SYMBOL ON BLUE BACKGROUNC BACKGROUND – WHITE CONCRETE WALL HANDICAP SIGN 40 NTS top wall 95.05 NOTE: SLOPE SHALL NOT EXCEED t" IN 12" AT ANY POINT ON RAMP. NOTE: a SCORE RAMP 1/2" DEEP & 3" ON CENTERS FOR LENGTH OF RAMP WALL CONCRETE TO BE 4" THICK HANDICAP RAMP NTS wall CONCRETE WALL I top wall 195.93 - ' HANDICAP o �P o iron fence iron fence iron fen IP % 3E Eiron fence * PINCH PIN ho ramp FOUND SIDEWALK concrete swlk. SIDEWALKfkl.I1.�1I•C � -: �.T: .:. �jI].I[:'�{{.SIDEWALK FOUND EXISTING CONCRETE R15. cone. apron APRON TO BE power pole ! conc. opron ;1 -- NEWCONCRETE _ Rt .0' HANDICAP gas met '0 REMOVED �.--- - - ........ ARR45N . - . eent;. apria- - RAMP he romp — - _:.-avhd; _pQWer-::.`.-: '-:--:-----'....-- power pole REPLACE ANY BROKEN EXISTING CONCRETE EXPOSED AGGREGATE FINISH CURB AND GUTTER ALONG APRON TO BE TO MATCH EXISTING ON SITE EXISTING CONCRETE PERIMETER STREETS REMOVED APRON TO BE REMOVED 2 IP PLA I PER RELIANT ENERGY � RECORD DRAWING -- GAS iGAS GAS GAS GAS �� GAS GAS GAS GAS -- GAS GAS GAS —�— GAS GAS GAS GAS rp ZD s / f Y i i (60' R/W) i 10 5 0 10 20 SCALE back curb HMAC SURFACE COURSE, TY. 2 –6" CRUSHED AGGREGATE BASE COURSE, CL.7 8" (MIN) COMPACTED SUBGRADE TO 95% STANDARD PROCTOR DENSITY. TYPICAL PAVING SECTION NTS sl�2/02 GENERAL NOTES 1. THE LOCATION OF THE EXISTING WATER AND GAS AND SEWER UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. 2. UTILITIES WILL RELOCATE POWER POLES, FIRE HYDRANTS AND WATER METERS THAT EXIST IN NEW CONSTRUCTION. 3. CONTRACTOR TO UNCOVER AND MARK UTIUTY LINES BEFORE CONSTRUCTION. 4. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT. 5. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 6. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILITIES "SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION. 7. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE CENTRAL ARKANSAS WATER REQUIREMENTS 8. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK, 9. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF–SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS. LIP CONCRETE CURB CLASS 3 & 4 UPRIGHT DETAIL NTS SURFACE COURSE (2" MIN.) IG ASPHALT \ �–EXISTING AGGREGATE BASE COURSE EXISTING SUBGRADE TYPICAL ASPHALT OVERLAY SECTION NTS N :APRON LAYOUT SHOWN IS TYPICALDIMENSIONING PLAN FOR SPECIFIC UT INFORMATION. VARIES–SEE URB AND GUTTER DIMENSIONING PLAN RADIUS VARPE ADIUS VARIES _,---PROPERTY LINE � CON TE; -- APION INTEGRAL CURB ,REMOVE AND REPLACE EX. SIDEWALK AS AATCH CURB REQUIRED WITH H.C. RAMP GRADE LINE MATCH EXISTING KEYED CONSTRUCTION JOINT CURB AND GUTTER 0.05' LIP IN LINE W/ FACE OF CURB 7" CONC. W/ 6"X6" – W2.9 X W2.9 WELDED WIRE FABRIC SHEETS CONCRETE APRON DETAIL NTS OF iV0.334 h/1111/IIIIIIIII III111111A1 Ri'chburg• Ickett Consulting Engineers, PLLC 10 Shackleford Plaza Ste. 100 Little Rock, Arkansas 72211 501-868-3820 Fax 501-868-4886 Z -__7 S18(�' LEGEND Ir ss_ W sanitary sewer main as mh sanitary saner manhole n 0. electric manhole 31E light pole ® *Wk. vent grate handkep ramp rp ZD s / f Y i i (60' R/W) i 10 5 0 10 20 SCALE back curb HMAC SURFACE COURSE, TY. 2 –6" CRUSHED AGGREGATE BASE COURSE, CL.7 8" (MIN) COMPACTED SUBGRADE TO 95% STANDARD PROCTOR DENSITY. TYPICAL PAVING SECTION NTS sl�2/02 GENERAL NOTES 1. THE LOCATION OF THE EXISTING WATER AND GAS AND SEWER UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. 2. UTILITIES WILL RELOCATE POWER POLES, FIRE HYDRANTS AND WATER METERS THAT EXIST IN NEW CONSTRUCTION. 3. CONTRACTOR TO UNCOVER AND MARK UTIUTY LINES BEFORE CONSTRUCTION. 4. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT. 5. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 6. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILITIES "SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION. 7. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE CENTRAL ARKANSAS WATER REQUIREMENTS 8. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK, 9. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF–SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS. LIP CONCRETE CURB CLASS 3 & 4 UPRIGHT DETAIL NTS SURFACE COURSE (2" MIN.) IG ASPHALT \ �–EXISTING AGGREGATE BASE COURSE EXISTING SUBGRADE TYPICAL ASPHALT OVERLAY SECTION NTS N :APRON LAYOUT SHOWN IS TYPICALDIMENSIONING PLAN FOR SPECIFIC UT INFORMATION. VARIES–SEE URB AND GUTTER DIMENSIONING PLAN RADIUS VARPE ADIUS VARIES _,---PROPERTY LINE � CON TE; -- APION INTEGRAL CURB ,REMOVE AND REPLACE EX. SIDEWALK AS AATCH CURB REQUIRED WITH H.C. RAMP GRADE LINE MATCH EXISTING KEYED CONSTRUCTION JOINT CURB AND GUTTER 0.05' LIP IN LINE W/ FACE OF CURB 7" CONC. W/ 6"X6" – W2.9 X W2.9 WELDED WIRE FABRIC SHEETS CONCRETE APRON DETAIL NTS OF iV0.334 h/1111/IIIIIIIII III111111A1 Ri'chburg• Ickett Consulting Engineers, PLLC 10 Shackleford Plaza Ste. 100 Little Rock, Arkansas 72211 501-868-3820 Fax 501-868-4886 Z -__7 S18(�' W I REVISIONS I DATE DATE I JOB NO. C-1 4 SHEET OF C9 Z a m n 0. N U W00 Z Z C7 J ® Z W ° v d v Q' V) O N `: O > W W 0 N ®WW LL1 v 3I ��>- arl W I REVISIONS I DATE DATE I JOB NO. C-1 4 SHEET OF n 0. N 0 rT w `: O U� W V 1 W I REVISIONS I DATE DATE I JOB NO. C-1 4 SHEET OF