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UTILITY [ASEMENT---
REC NO. 75 l 022 0588
5' 8'± I-SIDEWALK -1-PLANTER -I
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TOP=366
JOE=361
0 5 IO 20 30
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SCALE 1" = 30'
DRAINAGE STRUCTURE:
1 SSMH
RIM = 23 1 /4
12 " PVC[= 222.76
12" PVC W= 222.64
2· SSMII
RIM = 278.96
12" PVC NE = 273.3 3
12" PVC S.'N.= 27 2.95
43: IE 8 " AD S = 28175
41 IE 12" RCP = 231.74
5 IE 15" ;\O S = 225 89
6 CB
RIM = 3 11 44
12" RCP SE= 30 9.84
12" RCP /JV/.= 309 26
7: CB
RIM = 318.4 6
I :[OP_ 326 ,
il TQE-28 ,
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12" CM P SE = 3 17.08
12 " CMP . N.W.= 31 6.7 8
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FRAMES, GRATES AND ROUND SOLID COVERS
MARKED "DRAIN" W/LOCKING BOLTS. (TYP.)
FINISHED GRADE=253.5±
27' DEPTH TO BOTTOM)
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B IE 8 " /ICP =
1----~26' R/WI~~~~
10'
ASPHALT
ROAD s ·
ONSITE -SOUTH OF ROAD A)
NTS
FINISHED GRADE=243.4±
3 [,4.79
1
CONCRETE SIDEWALK
VERTICAL CUR B & GUTIER
1 G
1
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1
4
1
4
1
4
1
1
4
4" POT CREEPING
ST. JO HN 'S WORT
HYPERICUM ASCYRON)
PLANTED AT
24" O.C., TYP .
2 GAL. WHITE ROCK
ROSE ( CISTUS
ALBIDUS) PLANTED
5' O.C., TYP.
LANDSCAPING DETAIL
NTS
CONCRETE SIDEWALK
V
fr_
42' R.0.W.
i--+---26:'----1-(61''---1 ,,.
f---'--1 8' LA ND SCA PE
STRIP -1-0.,
r-w_ 2% -
11 0.5'
2.5'
c(,·
ASPHALT
VERTICAL CURB & GUTIER
c(,·
CONCRETE SIDEWALK
ROAD A
ONSITE)
NTS
50' ROAD &
IJTILITY EASEMENT'----
e---1---31.5''----i--18.~
13'
f---'--18' LANDSCAPE
STRIP
os
13'
VERTICAL CURB & GUTIER
ROAD A
OFFSITE)
NTS
30' \NGRESS, EGRESS, ___ ,
UTILITY EASEMENT
ASPHALT
ROADS
OFFSITE)
NTS
39.5' R.0 .W.
f----26''----1---16''-__ ,
13'
OVERFLOW FREEBOARD
6" MIN .)
2,D' DEPTH TO BOTTOM)
i
1
FINISHED GRADE-237,1±
14' DEPTH TO BOTTOM) fr
5'XI D' ACCESS
GRATE , TYP.
5'
o.5'
2.5'
8-00 F w.s. ELEVATION -2?5 ·25 =\77.25' DETENTION SHEAR GA TE
0.5% MIN. -l ·. : -.j Srnt_GE . ----~-
0.5% MlN._\ ____ _
1' AVERAGE WATER QUALI TY STORAGE
TD. GALV. I 70' ~---+--~-
LADDER OR STEPS I , E
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1' AVERAGE SEDIMENT 4 AV RAGE WATER
STORAGE D~TH QUALITY STORAGE
R/D VtULT DETAIL
NTS
J ,;
CO NTROL
STRUCTURE
c(,·
CONCRETE SIDEWALK
VERTICAL CURB & GUTIER
ASPHALT
ROADS
INV=228.D0 12" SD (ONSITE-NORTH OF ROAD A)
NTS
NOTE:
EXISTING UTILITY LOCATI ONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIB ILITY TO DETERMIN E THE
EXA CT VERTICAL AND HORIZ ONTAL LOCATION OF All EXISTING UNDER-
GRO UND UTILITIES PRIOR TO COMMENCING CONSTRUCTION . NO
REPRESENTATION IS MADE THA T ALL EXI STING UTILITIES ARE SHOWN
HEREON. THE EN GINEER ASSUMES NO RE SPONSIBILITY FOR UT ILI TIE S
NO T SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 1-800-424-5555.