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o =® PVC DRAIN
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�> v GIRT EL =12.00 1 av Rc /
CIE 12 IN W) =10.50 (FIELD VE
U IE 12 IN �S) =9.20
®o ( IE 12 OUT (N) =9.20
c N 71750
w
z S a° I E 52729
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GIRT EL= 12:50
i IE =10.00 I /
x N 71598 /
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PROPOSED STORM DRAINAGE
N a COMBINED WETPOND/DETENTION
of PUNu
DESIGN SURFACE EL = &.5 i
I n
i 6 °SL
x
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Elf I i i i
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NOTES:
1. FOR SURVEY CONTROL
INFORMATION, SEE
DRAWING
2. FOR DRAWING SYMBOLS,
��O titi SEE DRAWING G4.
/
\ 3. FOR STORM DRAINAGE
CIV
NOTES, SEE DRAWING
0 i / 4. FOR STORM DRAINAGE
1 2' N ) =UNK OWf1 (FIEIQ ERIFI^)P� TRENCH SECTION,
N S =8 75 7 k\ RA WIN
l 752 /i SEE D W G C(D)800
1" 0 T ()N) — N 8 5 E 5293 i'
8 5 / �� �� �5. FOR STORM DRAINAGE
E 5 7 5 V� PROFILES, SEE
A3 1 �\ \ DRAWINGS 1C(D)600
TROUGH 1C(D)601.
F� \` PERFORATED AND SOLID
P RF PV DRAT 59 A RY S .AILS WALL PVC DRAINS NOT
A N(Ws iPE 2" T . PROFILED.
v
E 1 .50 �m-
�� CONNECT EXISTING
a --
N 1 45� STORM DRAT ^1 T O
€ 2 $0 CATCH BASIN. MATCH
EXISTING PIPE MATERIAL.
CONSTRUCTION NOTES.
V� /^ CONTRACTOR STAGING,
�LAYDOWN AND STORAGE
AREA. CONTRACTOR SHALL
PREVENT TRANSPORT OF
SEDIMENT TO EXISTING
DRAINAGE SYSTEMS IN
(o ACCORDANCE WITH SPECIFI-
< tr r ROPO D E lAR ME T
CATION 02771.
8 = S<
DETEN ION POND AND D PIPE MATERIAL
DESI N S FAC EL UNKNOWN. CONTRACTOR
TO VERIFY.
-o N 71648 ��; 3 DESIGN OF VAULT
10 E 52924 HANDRAIL SYSTEM IS
12 _. INCOMPLETE AND WILL
ca ME so
BE ISSUED AS A DCN.
114
5 _ ®AREA CLEARED
16 1C( 271C 801 AND GRUBBED
a i2" PER TESC PLAN.
N 71608
E 52924 N \� sJ� / FILL AREA WITH SI TO
MATCH EXISTING GRADE
�- U V� �� �� AND SLOPE.
'MAINT ACCESS A PUSH - -ON JOINT
SHALL BE LOCATED
TRAIL - WITHIN 2.5 FEET OF THE
VAULT WALL. A FULL 20'
LENGTH OF PIPE SHALL
13
® 15
-- 14 TYPE 3--5-4-" ��
0 MAKE UP THE UPSTREAM
It 1
LENGTH OF PIPELINE ENDING
Z/I]L;iwt5vl POND "D" 1 12 �� IN(E)= �,.; 12 AT POINT ''A1
1 " T(SW) 8. �. s R
10 �� N 567 P vC V 5
10 N
TbP2 15
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