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Ji/' INGRESS, EGR£'$S
UTILITY EASEMENT
P[C NO. 7510220588
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SCALE 1 " = 30'
DRAINAGE STRUCTURE:
1: SSMH
RIM= 231.14
2" PVC£.= 222.76
12" PVC W.= 222.64
2: SSMH
RIM = 278.96
2" PVC NE= 273.33
12" PVC S.W.= 272.96
3: /£ 8" ADS = 287.75
4: /£ 12" RCP = 231.74
5. /[ 15" ADS = 225.89
6: CB
RIM = JI 1.44
12" RCP SE= 309.84
12"' RCP NW.= 309.26
7: CB
RIM = 3/8.46
12" CMP SE= JI 7.08
12" CMP N.W.= 316.78
8: /[ 8" RCP = J/4.79
1----26' R/W•----l
10' 10·
o.s·~11-.,..,
FRAMES, GRATES AND ROUND SOLID COVERS
MARKED "DRAIN" W/LOCKING BOLTS. (TYP.)
FINISHED GRADE-'/.53.5±
27' DEPTH TO BOTTOM)
55
ASPHALT
ROADS
ONSITE-SOUTH OF ROAD A)
NTS
CONCRETE SIDEWALK
VERTICAL CURB & GUTTER
5'X10' ACCESS
GRATE, TYP.
4
4 4.
1 .
4
1
il· 4
4
1
4
9
4" POT CREEPING
ST. JOHN'S WORT
HYPERICUM ASCYRON)
PLANTED AT
24" O.C., TYP.
2 GAL. WHITE ROCK
ROSE (CISTUS
ALBIDUS) PLANTED
5' O.C., TYP.
LANDSCAFJING DETAIL
NTS
CONCRETE SIDEWALK
Ft
42' R.O.W.
26''----1-15·-
5'
0.5'
2.s·
VERTICAL CURB & GUTTER
ASPHALT
ROAD A
ONSITE)
NTS
50' ROAD &
UTILITY EASEMENT"-----4
31.5''-'----18.~
c.· --1------"--"'
8' LANDSCAPE
STRIP ·"
0.5' '\,"
ROAD A
OFFSITE)
NTS
I----30' INGRESS, ECRESS,~--
UTILITY EASE~ENT
10· 10'
ASPHALT
ROADS
OFFSITE)
NTS
39.5' R.O.W.
1---26''----1---16''---
13'
9% ROAD GRAD
OVERFLOW FREEBOARD
6" MIN.)
FINISHED GRADE-243.4±
20' DEPTH TO BOTTOM)
FINISHED GRADE-237.1±
14' DEPTH TO BOTTOM)
r-·--------------7 ---
f2~=DO I W.S. ELEVATION = 2 ~5 •25 7.25' DETENTION SHEAR GATE
0.5% MIN. 1 -STORAGE
J__ ---_--1-_
CONTROL
STRUCTURE
CONCRETE SIDEWALK
VERTICAL CURB & GUTTER
ASPHALT
0.5% MIN. j ___ _ INV=228.00 12" SO
ROADS
ONSITE-NORTH OF ROAD A)
NTS1' AVERAGE WATER QUALITY STORAGE
11 ~T-;sD-. "G"AL:-cv;-_ 7--1------t---70· ------1------'
LADDER OR STEPS
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1' AVERAGE SEDIMENT
STORAGE DEPTH
4' AVERAGE WATER
QUALITY STORAGE
R/D VAULT DETAIL
NTS
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Call
before you
D,g.
1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL Al,D HORIZONTAL LOCATION OF ALL EXISTING UNDER--
GROUND UTILITIES l'RIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
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