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118.3
DETENTION STRUCTURE
SECTION VIEW
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24" HDPE--,.I
Scale: 1" = 30'
DETENTION 'STRUCTURE
PLAN VIEW I
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24 L.F.- 24" HDPE O
N 00'33'15" E 740.37-(D) 24" HDPF 111T1 PT -
N 02038'24" E 747.29'-(A) DUSTING 12" CAST \I
IRON WATERLINE *I
' SETBAC LANDSCAPED AREA --�
PROPOSED METAL ' PSTORAGE BUILDING
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115.0 L.F. 24" RCP_S=.007'P _ _ G CONST,
'� - 147_0 LF. 24" RCP
5' x 8' Grate Inlet 1 4'x6 Grate
RIM-ELEV=121.50 4' x 4' Grate Inlet 13')0 Grate
> 'FL OUT= 118.33 R/M ELEV=120.75
FL IN= 117.58
\ _ ' FL OUT= 117.48
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RIM ELEV=124.35
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115.0 L.F. 24_' RCP S=.0077 %'
FL IN= 121.18
FL OUT= 121.08
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RIM ELEV=125.23 N lu
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DE 1"DEEP 4" THICK
CONC DITCH PAVE I LENGTH OF BLDGS
J ALL EARTHWORK AND DRAINAGE STIRS. TO BE COMPLETED UNDER PHASE I CONSTRUCTION:
GENERAL NOTES
1. CONTRACTOR SHALL STRIP DISTURBED AREA A DEPTH OF T AND REPLACE ON EXPOSED SLOPE
2. ASPHALT SHALL BE (PG 64-22).
3. REINFORCING STEEL SHALL BE ASTM GRADE 60 UNLESS OTHERWISE NOTED.
4. ALL SUBGRADE IN BASELINE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR DENSITY IN CITY ROW.
ALL SUBGRADE WITHIN SITE PLAN LIMITS TO BE COMPACTEDTO 95%MODIFIED PROCTOR DENSITY.
5. ALL CLASS 7 AGGREGATE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR DENSITY IN CITY ROW.
6. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY LOCATIONS
7. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UTILITIES.
8. ALL CONCRETE SHALL BE 3000psi
9. SEE STRUCTURAL DRAWINGS FOR BUILDING PAD AND FOOTINGS
10. SIDEWALK THICKNESS SHALL BE 4"AND CORFORM TO CITY OF LITTLE ROCK PWA1.
11. ALL DIMENSIONS SHOWN ARE FROM THE BACK OF CURB.
12. SURVEY & FLOODPLAIN INFORMATION PROVIDED BY CENTRAL ARKANSAS SURVEYING.
13. ALL EXISTING TREES TO BE REMOVED.
14. CONTRACTOR SHALL REVIEW GEOTECH REPORT AND PERFORM SITE PREPARATION PER RECOMENDATIONS.
15. ALL BACKFILL WITHIN C.L.R. ROW PER ORD. NO.17716
16. USE TYPE i CURB AND GUTTER ON C.L.R. ROADWAY ROW
17. BENCHMARKS SHOWN ON PLAN.
18. NEW STRIPING PLAN BY CONTRACTOR
19. TIE TO EXISTING SEWER AT NORTHEAST CORNER
20. TIE TO EXISTING WATER LINE
21. ALL EXCESS MATERIAL FROM EXC. TO BE WASTED OFF SITE.
22. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMP AT ALL DRIVEWAY
OR CONCRETE ISLAND CROSSINGS PER CITY OF LITTLE ROCK STANDARD DETAIL PW-48.
23. CONTACT MELVIN HALL, 501-918-5217, FOR ANY WORK IN PUBLIC RIGHT-OF-WAY.
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UPRIGHT
CLASS I
Standard section for
integral curb shall conform
to that portion of standard
2"
section above dashed line
2"Radius
as indicated hereon.
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Standard section for
integral curb shall conform
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section above dashed line
as indicated hereon.
'PROPOSED METAL STORAGE BUILDING
S 00041'33" W 747.29'-(A)
S 01 °04'00" W 742.78'-(D)
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9" CLASS 7
CLASS 7 TOT
100% MODIFIED PROCTOR DENSITY
SUBGRADE COMPACTED TO
100% MODIFIED PROCTOR DENSITY
8" CLASS 7
CLASS7T0 I J
100% MODIFIED PROCTOR DENSITY
SUBGRADE COMPACTED TO
95% MODIFIED PROCTOR DENSITY
4' x 4' Curb Inlet I
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\ RIM ELEV=123.55
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FL IN= 119.88
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TYPICAL ASPHALT
BASELINE ROAD
TYPICAL ASPHALT
BIG BOY TOYS ASPHALT
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ASPHALT
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REVISIONS
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5 9 05
REMOVED GRATES &PIPE
7 18 05
ADDED TlE TO SSMH
ADDED NOTE 23
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EXIST. FL OUT 111.55
EXIST. FLOUT 111.55 J ¢ m
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NEW 4' DIA. JCT.BOX
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\EXIST. FLOUT 114.09
NEW i L IN 114.19
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E ST. FL OUT 112.20
W FL IN 2.20 I
EW FL O WEST 114.30 1
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RIM ELEV=124.85 TIE TO EXISTING
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DATE:
US-Ub-US
SCALE:
1 "=30'
PROJECT NO:
2004190
PAGE:
C1