W - 10TH STREET RECONSTRUCTION - Pulaski County · department of public works civil engineering 701...

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2909 Military Road

GarNat Engineering, LLC

Designing our client's success

[email protected]

Fx (888) 900-3068

Ph (501) 408-4650

Benton, AR 72015

P.O. Box 116 (72018)

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DRAINAGE DETAIL

AutoCAD SHX TextPROJECT LOCATION

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AutoCAD SHX TextPROJECT LOCATION - WARD 2

AutoCAD SHX TextDEPARTMENT OF PUBLIC WORKS CIVIL ENGINEERING 701 WEST MARKHAM STREET LITTLE ROCK, ARKANSAS 72201

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AutoCAD SHX TextGAS METER

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AutoCAD SHX TextTYPICAL STREET SECTION W 10TH STREET SCALE: " = 1'-0" " = 1'-0"38" = 1'-0"

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AutoCAD SHX TextSTA 1+00 TO STA 11+90

AutoCAD SHX TextCOMPACTED SUBGRADE FOR NOTCH & WIDENING AT 95% MODIFIED PROCTOR DENSITY

AutoCAD SHX Text7" AGGREGATE BASE COURSE COMPACTED AT 100% MODIFIED PROCTOR DENSITY

AutoCAD SHX TextCLASS 3 CURB & GUTTER (SEE DETAIL PW-29) TOP OF CURB @ PROFILE GRADE

AutoCAD SHX TextEXISTING ASPHALT



AutoCAD SHX TextGENERAL STREET CONSTRUCTION NOTES: 1.WORK ASSOCIATED WITH THIS DETAIL COMPLY WITH LITTLE ROCK PW-22 DETAIL. WORK ASSOCIATED WITH THIS DETAIL COMPLY WITH LITTLE ROCK PW-22 DETAIL. 2.IF OR WHERE DIRECTED, SAWCUT, UNDERCUT, EXCAVATE, AND RECONSTRUCT SUBGRADE WITH B STONE PER DETAIL A AS DIRECTED BY ENGINEER TO REPAIR SUBGRADE FAILURES.IF OR WHERE DIRECTED, SAWCUT, UNDERCUT, EXCAVATE, AND RECONSTRUCT SUBGRADE WITH B STONE PER DETAIL A AS DIRECTED BY ENGINEER TO REPAIR SUBGRADE FAILURES.

AutoCAD SHX Text24" B STONE

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AutoCAD SHX Text34L1160016600 WATSON RICKY 12319 JACKSONVILLE CUT OFF RD LITTLE ROCK, AR 72120

AutoCAD SHX Text34L1160010100 ENOCH LLOYD 920 JEFFERSON ST LITTLE ROCK, AR 72204

AutoCAD SHX Text34L1160016500 STAR PROPERTIES LLC PO BOX 30712 LITTLE ROCK, AR 72260

AutoCAD SHX Text34L1160002700 CENTRAL ARKANSAS LIBRARY SYSTEM 100 ROCK ST LITTLE ROCK, AR 72201

AutoCAD SHX Text34L1160010000 ANDERSON SHIRLEY 923 MADISON ST LITTLE ROCK, AR 72204

AutoCAD SHX Text34L1160017700 ATKINSON LEGOLIA II/ISBY LAWANDIA S 1519 FAIR PARK BLVD LITTLE ROCK, AR 72204

AutoCAD SHX Text34L1160015300 FORD LISA R 1005 JEFFERSON ST LITTLE ROCK, AR 72204

AutoCAD SHX Text34L1160011300 HOWARD LAURA ANN 923 JEFFERSON ST LITTLE ROCK, AR 72204

AutoCAD SHX Text12"

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AutoCAD SHX TextADAMS ST (ASPHALT)


AutoCAD SHX TextWASHINGTON ST (ASPHALT)


AutoCAD SHX TextFLOWER BED



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AutoCAD SHX Text34L1160016400 REYNOLDS BOBBY LLOYD 1000 ADAMS ST LITTLE ROCK, AR 72204


AutoCAD SHX Text34L1160011400 OYSTER DAVID H/GAIL L 1227 APPLE RD BONNERDALE, AR 71933

AutoCAD SHX Text34L1160014100 MATHIS CHRIS 7719 IVANHOE DR FRISCO, TX 75034

AutoCAD SHX Text34L1160012500 ALLRED JANE REVOCABLE TRUST 202 VILLAS LANE LITTLE ROCK, AR 72223

AutoCAD SHX Text34L1160012700 FRONT PORCH PROPERTIES LLC 111 S MARTIN ST LITTLE ROCK, AR 72205

AutoCAD SHX Text34L1160015200 ARMSTRONG CHAS L/FLORENE111 9900 W 36TH ST LITTLE ROCK, AR 72204

AutoCAD SHX Text34L1160014000 JOHNSON JAMES P/DOROTHY J 4425 W 10TH ST LITTLE ROCK, AR 72204


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AutoCAD SHX TextR.O.W..

AutoCAD SHX TextR.O.W.

AutoCAD SHX TextACCESS RAMP TYPE-3 WITH 5' LEVEL LANDING PW-51 (TYP.)

AutoCAD SHX TextALLEY TURNOUT PW-35 (TYP.) MATCH EXISTING WIDTH

AutoCAD SHX TextDRIVEWAY PW-30 (TYP.)

AutoCAD SHX TextR.O.W..





AutoCAD SHX TextSIDEWALK PW-41 (TYP.)

AutoCAD SHX TextTIE IN WITH EXISTING SIDEWALK

AutoCAD SHX TextRELOCATE STOP SIGN

AutoCAD SHX TextSTA 1+12 BEGIN CONSTRUCTION

AutoCAD SHX TextPROTECT TREE

AutoCAD SHX TextSAWCUT AND MILL TO 2" DEPTH EXISTING ASPHALT FOR SMOOTH OVERLAY TRANSITION 8:1 ASPHALT TAPER FROM B.O.C. TO EXISTING ASPHALT

AutoCAD SHX TextSAWCUT AND MILL TO 2" DEPTH EXISTING ASPHALT FOR SMOOTH OVERLAY TRANSITION 8:1 ASPHALT TAPER FROM B.O.C. TO EXISTING ASPHALT

AutoCAD SHX TextSAWCUT AND MILL TO 2" DEPTH EXISTING ASPHALT FOR SMOOTH OVERLAY TRANSITION



AutoCAD SHX TextACCESS RAMP TYPE 3 PW-51 (TYP.)

AutoCAD SHX TextACCESS RAMP TYPE-2 PW-50 (TYP.)

AutoCAD SHX TextACCESS RAMP TYPE-3 PW-51 (TYP.)

AutoCAD SHX TextSTA 6+50 MATCH LINE

AutoCAD SHX Text20' T.C.E.



AutoCAD SHX TextTIE IN WITH EXISTING CURB


AutoCAD SHX TextNEW STOP SIGN

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AutoCAD SHX TextGRADE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE FROM ROADSIDE DITCH TO CURB.

AutoCAD SHX TextFILL LIMIT

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AutoCAD SHX TextSSMH STA 3+21 RIM=356.43 FL=350.82 FL=350.72

AutoCAD SHX Text8" WATER LINE. ASSUMED DEPTH




AutoCAD SHX TextPROPOSED GRADE

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AutoCAD SHX TextSTA 5+46 RT EXISTING TREES TO REMAIN

AutoCAD SHX TextSTA 4+80 RT RELOCATE EXISTING POWER POLE

AutoCAD SHX TextSTA 1+92 LT INSTALL CURB INLET (SPECIAL) WITH BOX IN THE STREET PLUG EXISTING 18" RCP FROM WEST SIDE

AutoCAD SHX TextSTA 5+95 RT POWER POLE TO REMAIN


AutoCAD SHX TextSTA 1+59 RT INSTALL NEW JB PLUG 18" RCP FROM WEST SIDE RELOCATE STOP SIGN

AutoCAD SHX TextSTA 1+82 LT TIE IN NEW CURB WITH EXISTING STA 1+90 LT PROTECT FIRE HYDRANT

AutoCAD SHX TextSTA 3+23 LT 12" RCP TO BE REMOVED


AutoCAD SHX TextSTA 4+18 LT TREES TO REMAIN

AutoCAD SHX TextSTA 2+70 RT 12" CMP TO BE REMOVED

AutoCAD SHX TextSTA 6+22 LT TREES TO REMAIN STA 6+34 LT CONCRETE STEPS TO BE REMOVED


AutoCAD SHX TextSTA 6+64 RT TREE TO BE REMOVED

AutoCAD SHX TextSTA 6+80 RT EXISTING POWER POLE TO REMAIN

AutoCAD SHX TextSTA 3+68 LT TREES TO BE REMOVED

AutoCAD SHX TextSTA 1+10 RT POWER POLE RELOCATE SHRUB TO BE REMOVED

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AutoCAD SHX TextMATCH EXISTING

AutoCAD SHX TextSTA 8+14 MATCH EXISTING

AutoCAD SHX TextRECONSTRUCT INLET TOP WITH 3' WING


AutoCAD SHX TextALLEY TURNOUT PW-35 (TYP.) MATCH EXISTING WIDTH


AutoCAD SHX TextTIE IN WITH EXISTING CURB

AutoCAD SHX TextSTA 8+97 MATCH EXISTING


AutoCAD SHX TextPROTECT SWBT MANHOLE

AutoCAD SHX TextDRIVEWAY PW-32 (TYP.)

AutoCAD SHX TextDRIVEWAY PW-30 (TYP.) MATCH EXISTING WIDTH




AutoCAD SHX TextACCESS RAMP TYPE 2 PW-50 (TYP.) TIE TO EXISTING.


AutoCAD SHX TextSTA 11+90 SAWCUT AND MILL TO 2" DEPTH EXISTING ASPHALT FOR SMOOTH OVERLAY TRANSITION


AutoCAD SHX TextPROTECT FIRE HYDRANT

AutoCAD SHX TextSTA 6+50 MATCH LINE

AutoCAD SHX TextTIE IN EXISTING SIDEWALK


AutoCAD SHX TextEXISTING BOX CULVERT

AutoCAD SHX TextDEMO EXISTING RAMP







AutoCAD SHX Text6" SEWER MAIN





AutoCAD SHX TextSSMH STA 8+41 RIM=338.08 FL=328.24 FL=328.16


AutoCAD SHX TextPROPOSED GRADE

AutoCAD SHX TextEXISTING GRADE

AutoCAD SHX TextSTA 7+97 LT INSTALL CURB INLET AND 18" PIPE TO SOUTH REMOVE HEADWALL AND EXISTING 18" RCP FROM EAST SIDE

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AutoCAD SHX Text60

AutoCAD SHX Text80

AutoCAD SHX TextC5

AutoCAD SHX TextSTA 10+68 RT EXISTING TREES TO REMAIN

AutoCAD SHX TextSTA 8+72 RT EXISTING TREE TO BE REMOVED


AutoCAD SHX TextSTA 9+80 LT TREE TO BE REMOVED


AutoCAD SHX TextSTA 9+00 RT RECONSTRUCT INLET TOP WITH 3' WING REMOVE HEADWALL AND PLUG DRAINS

AutoCAD SHX TextSTA 9+00 LT RECONSTRUCT INLET TOP WITH 3' WING REMOVE HEADWALL AND PLUG DRAINS

AutoCAD SHX TextSTA 11+78 RT POWER POLE RELOCATE

AutoCAD SHX TextSTA 11+30 LT TREES TO BE REMOVED


AutoCAD SHX TextSTA 8+20 RT POWER POLE RELOCATE RECONSTRUCT SIDEWALK AND ACCESS RAMP

AutoCAD SHX TextSTA 7+90 RT INSTALL CURB INLET. REMOVE HEADWALL PLUG EXISTING 18" RCP FROM EAST SIDE

AutoCAD SHX TextSTA 6+64 RT TREE TO BE REMOVED

AutoCAD SHX TextSTA 6+80 RT EXISTING POWER POLE TO REMAIN

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AutoCAD SHX Text34L1160024000 PEASTER PEARL 4724 W 12TH ST LITTLE ROCK, AR 72204





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AutoCAD SHX Text34L1160018800 SUMMONS EMMA 1004 MADISON ST LITTLE ROCK, AR 72204


AutoCAD SHX Text34L1160018900 WEBB DEROTHA PO BOX 1441 LITTLE ROCK, AR 72203














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AutoCAD SHX TextPHASING LEGEND PHASE 2 (NEW DRAINAGE AND BASE COURSE IN PLACE) PHASE 3 (PAVED, GRASS NOT YET ESTABLISHED)

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AutoCAD SHX TextMAINTENANCE OF TRAFFIC NOTES: WITHIN CONSTRUCTION LIMITS CONTRACTOR SHALL: 1.MAINTAIN CONTINUOUS VEHICULAR ACCESS TO ALL RESIDENCES. MAINTAIN CONTINUOUS VEHICULAR ACCESS TO ALL RESIDENCES. 2.PROVIDE, INSTALL, AND MAINTAIN (INCLUDING RELOCATION AS NEEDED) PROVIDE, INSTALL, AND MAINTAIN (INCLUDING RELOCATION AS NEEDED) ALL TRAFFIC CONTROL DEVICES.

6"

1-1/2" DEPRESSION FOR OVERLAY

#6 @ 10" O.C.

EACH WAY

#6 @ 10" O.C.

EACH WAY IN TOP

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2 - #6

#6 @ 6" O.C.

EACH WAY

IN TOP

8"

#6 @ 10" O.C.

EACH WAY

4" RADIUS

NOTES:

1. SEE PW1-B FOR THROAT EXTENSION DETAILS.

2. SEE PW-13 FOR MANHOLE FRAME & COVER.

3. SEE PW-9 FOR THROAT OPENING DETAIL.

4. SEE PW-11 FOR WALL KEY DETAIL.

5. ALL REINFORCING SHALL BE PLACED 1-1/2" CLEAR TO THE INSIDE OF THE STRUCTURE.

#6 @ 10" O.C.

EACH WAY

VARIES - 8' MAX

8"

VARIES

48" MIN

PIPE

OFFSET INLET - TYPE SPECIAL

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