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Home My WebLink AboutZ-7886 Map 3W E U 0) LO N 0 0 I r) I 00 rn m 1= U a E 0 0 >, U TIE AND MATCH 34.0' REPLACE ANY BROKEN CURB AND GUTTER ALONG 1C� PERIMETER STREETS T f C4 l Q 8" WATER LINE APPROXIMATE LOCATION PER CENTRAL ARKANSAS WATER MAP ( I I I _J (BENCHMARK— TOP OF IRON PIN'Z ELEV. 100.00 (assumed) 8' SS_ 8" sanitary sewer main se mh sanitary aawer manhole eU electric manhole light Pae ® swlk. vent grate z handloW rwp LITTLE ROCK WASTEWATER MAPS SHOW A SANITARY SEWER MANHOLE IN THIS AREA. (MANHLOLE NOT FOUND) \ \\O GENERAL NOTES ALLEY 1. THE LOCATION A THE EXISTING WATER AND GAS AND SEWER APPROxIjr9ATE,J,OCATION OF EXPOSED AGGREGATE FINISH UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY �EXI S ER MAIN asphalt alley TO MATCH EXISTING ON SITE COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE FOS,—, p .Y CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL - ESER 12"X18", 18 GA. STEEL, BAKED ENAMEL, LOCATION. ................ ............... ..... .----- ... ............ PARKING ------- ---------------r ------- 1 HANDICAP PARKING SIGN R7-8, AS SHOWN -^^ - - - -------,-._._ _ _ _ __-- V. ----------------------------------------------------------- IN THE MANUAL ON UNIFORM TRAFFIC 2. UTILITIES WILL RELOCATE POWER POLES, FIRE HYDRANTS AND power pole .:.....:.:.:::...: ... . . _-P ef-P-4 CONTROL DEVICES. WATER METERS THAT EXIST IN NEW CONSTRUCTION. _ _ ovhd. power - ..-.':: " — — — - - --"-"`-`-'--"-"-'-'---'-' w 3. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. i — e -- 4. R INTERRUPTED guy ware R10.0' R110.0' IP �' CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR RETAINING WALL FOUND o c� LANDSCAPE AREA LANDSCAPE AREA X4" STEEL TUBE WITH WELDED OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED 0 LANDSCAPE AREA AND °i o AS A RESULT OF THIS CONSTRUCTION PROJECT /A MCI LONRE- ri PANCHORED 24 IN SOLID UTILITY PAD LOCATION 62.00' 36" hackbe r'y-=_::_ \ / to remain - - \ - / \ / \ I NEW 6' CONCRETE SIDEWALK \ / W/ EXPOSED AGGREGATE FINISH \ / TO MATCH EXISTING ON SITE \ / OFFICE 6UILDING o 65001 S. F. -:- 25 PARKING SPACES FFE = 198.50 r::: ENTRY a t w... �.... asphalt . vim.. J / \ 1 \ 24" hackberry to main 62.00' NEW 6' CONCRETE SIDEWALK W/ EXPOSED AGGREGATE FINISH L6 - _ TO MATCH EXISTING ON SITE P36" h ki ..�-. to rem it 7. -+-• LANDSCAPE AREA PLANTER WALL _ Gll SEE SHEET L-1 1 II G"$ iron fence % iron fence IP — he ramp FOUND SDE'JJALK concrete svvlk. he romp conc.T apron gas met.0 1 EXISTING CONCRETE APRON TO BE REMOVED power pole J 0 rn 4 rq U 0 U aw a 0 Z CURB & GUTTER TYP. SYM. EXISTING ASPHALT TO REMAIN 8.50' T1 NEW 5' CONCRETE SIDEWALK W/ EXPOSED AGGREGATE FINISH TO MATCH EXISTING ON SITE 4" PVC FL=97.5 LANDSCAPE AREA asphalt EXISTING ASPHALT TO REMAIN = C9 Z I _ top waif I I I z a 5. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE LW g3,4p ° ENTRY w wn b ru zea 6� j I CY o WHITE SYMBOL ON BLUE BACKGROUND 6. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED -nate " IN ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILITIES 0 w < O ^ "SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION. ,--Ex7 ISTING / CONCREfE WALL HANDICAP SIGN ALL WATER LINES ED IN ACCORDANCE TOHE CENTRAL A KANSAS WATER REQUIREMENTS. z A ® `�/(,� CURB & GUTTER TYP. SYM. EXISTING ASPHALT TO REMAIN 8.50' T1 NEW 5' CONCRETE SIDEWALK W/ EXPOSED AGGREGATE FINISH TO MATCH EXISTING ON SITE 4" PVC FL=97.5 LANDSCAPE AREA asphalt EXISTING ASPHALT TO REMAIN NOTE: Oe 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 =fen RAMPiron n_ --iron fence IN rt } Ir +} 11rf1fJ ft i4t{ PINCH P SIDEWALK Ni- {�l CL.. c4JRBCui::: ; �111.1 SIDEWALK FOUND conc. apron :NEW -CONCRETE.-: - -I R15.0-HANDICAF - APRJON ---. -.... corrh: _bpro RAMP - vyhd polder -- - XREPLACE ANY BROKEN CURB AND GUTTER ALONG PERIMETER STREETS -- GAS --GAS ' GAS GAS GAS Z GAS GAS GAS GAS -- _ --- -- power pole EXISTING CONCRETE EXPOSED AGGREGATE FINISH EXISTING CONCRETE APRON TO BE TO MATCH EXISTING ON SITE APRON TO BE REMOVED REMOVED 2 IP PLA GAS RELIANT ENERGY RECORD DRAWING — GAS GAS GAS GAS GAS GAS GAS STREET ✓ — / (00' .R/W) 10 5 0 10 20 SCALE back curb N 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 NOTE: APRON LAYOUT SHOWN IS TYPICAL SEE DIMENSIONING PLAN FOR SPECIFIC LAYOUT INFORMATION. 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 III VARIES -SEE `CURB AND GUTTER DIMENSIONING PLAN ADIUS VARIES RADIUS VARIE V'__�_,�PIROPERTY LINE C< PRON - _.... - .-: NTEGRAL CURB REMOVE AND REPLACE EX. SIDEWALK AS ATCH CURB REWIRED WITH H.C. R GRADE RAD E LIN E MATCH EXISTING KEYED CONSTRUCTION JOINT CURB AND GUTTER 0.05' UP IN LINE W/ FACE OF CURB 7" CONIC. W/ 6"X6 W2.9 X W2.9 WELDED WIRE FABRIC SHEETS CONCRETE APRON DETAIL NTS Ri'chburg•Rickett Consulting Engineers, PLLC 10 Shackleford Plaza Ste. 100 Little Rock, Arkansas 72211 501-868-3820 Fax 501-868-4886 = C9 Z (12" DIA. HOLE). _ top waif z 5. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE LW g3,4p ° OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. wn LEGEND AND BORDER - GREEN CY WHITE SYMBOL ON BLUE BACKGROUND 6. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED BACKGROUND - WHITE " IN ACCORDANCE TO THE LITTLE ROCK WASTEWATER UTILITIES x ^ "SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION. ,--Ex7 ISTING / CONCREfE WALL HANDICAP SIGN ALL WATER LINES ED IN ACCORDANCE TOHE CENTRAL A KANSAS WATER REQUIREMENTS. z A ® `�/(,� NTS 8. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK. Q LL 9. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL Vl r ® LLI BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING L i F- U 3 IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. top - 10. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW _ wall�- TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING 95,05 IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. NOTE: SLOPE SHALL NOT 11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING EXCEED 1" IN 12" AT OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY -� ANY POINT ON RAMP. AND PUBLIC ROADS. NOTE: Oe 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 =fen RAMPiron n_ --iron fence IN rt } Ir +} 11rf1fJ ft i4t{ PINCH P SIDEWALK Ni- {�l CL.. c4JRBCui::: ; �111.1 SIDEWALK FOUND conc. apron :NEW -CONCRETE.-: - -I R15.0-HANDICAF - APRJON ---. -.... corrh: _bpro RAMP - vyhd polder -- - XREPLACE ANY BROKEN CURB AND GUTTER ALONG PERIMETER STREETS -- GAS --GAS ' GAS GAS GAS Z GAS GAS GAS GAS -- _ --- -- power pole EXISTING CONCRETE EXPOSED AGGREGATE FINISH EXISTING CONCRETE APRON TO BE TO MATCH EXISTING ON SITE APRON TO BE REMOVED REMOVED 2 IP PLA GAS RELIANT ENERGY RECORD DRAWING — GAS GAS GAS GAS GAS GAS GAS STREET ✓ — / (00' .R/W) 10 5 0 10 20 SCALE back curb N 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 NOTE: APRON LAYOUT SHOWN IS TYPICAL SEE DIMENSIONING PLAN FOR SPECIFIC LAYOUT INFORMATION. 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 III VARIES -SEE `CURB AND GUTTER DIMENSIONING PLAN ADIUS VARIES RADIUS VARIE V'__�_,�PIROPERTY LINE C< PRON - _.... - .-: NTEGRAL CURB REMOVE AND REPLACE EX. SIDEWALK AS ATCH CURB REWIRED WITH H.C. R GRADE RAD E LIN E MATCH EXISTING KEYED CONSTRUCTION JOINT CURB AND GUTTER 0.05' UP IN LINE W/ FACE OF CURB 7" CONIC. W/ 6"X6 W2.9 X W2.9 WELDED WIRE FABRIC SHEETS CONCRETE APRON DETAIL NTS Ri'chburg•Rickett Consulting Engineers, PLLC 10 Shackleford Plaza Ste. 100 Little Rock, Arkansas 72211 501-868-3820 Fax 501-868-4886 r� I REVISIONS I DATE /22/02 DATE JOB NO. C-1 4 SHEET OF C9 Z a m ° N Y I (4 LW N Z wn Z CY ® zM W = 0 " w w x ^ �I z WWo Q LL LL Vl r ® LLI LLI L i F- U 3 E r� I REVISIONS I DATE /22/02 DATE JOB NO. C-1 4 SHEET OF (4 1� CY 0 x I"f�i �I V L V1 �1 E r� I REVISIONS I DATE /22/02 DATE JOB NO. C-1 4 SHEET OF