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W _+_ 11
17
244
— X_
BENCH DARK BENCH MARr,
TOP OF DRILL HOLE.5-P3KE IN TREE
ELEVATION 261.631 2 4' OAK! ELEVATION 262.39
'450
5 27
24'
24 OAr,
23
__33 32
A
34
35
30
2E / / —
i / / ` ``\.`\ �� /' / _�`'' 7_55 1-
)5
37
AREA TO'
r7_
SEEDED WIT
cr, GRASS
6E t 41E
LINLAND 30
WETLANDS
PROP RIP
RAP APRON
39
7�
IN� 257� 80
INV,247.52
INV.240
PROPOSED
240'±-24" CPP
SOLID PVC CURTAIN
P ROP 75'± - 12"
X
PROP 105'±-8?7
S 1.034: -
PVC W ATER C 0 U4 ULDF JNV,2 4 1 76
4
2
INV 247.52
STORM M1
oe - <11 PROPOSED— WID6
PERFORATED DRAIN OUTLET PIPE z ' \ \1 I
I �"' �-: 1 #1
CURTAIN DRAIN S O.005 (MIN)
9t 43
S 0, 005 (MIN) Bou < - - ------
N
Bouwee5
W
+
�2�42.5
242,54
PROP 125'± -g"
PERFORATED PVC PROPOSED
CURTAIN DRAINSTORM MH #2
S = 0.005 (MIN) asst
45 44 INV 239.45
v
49
52
46
OF 47
13t INLAND W1!
40
00
'4f I -
57
I '_
ui Z
EXIS I-ING
GRADE
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"i I N
RUSHED S T
C N E
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_RFORA T�C, F -V --
OUR T A 1 N DRAIN DETAIL_
NOI TO SCA*LE
DUE 'TO D15TORI-ION DURIW� Qf-PRODUCTION. THIS PRINT MAY NOT
CALF E f
L -XACTLY. ALL DIMEAN511ONS 5HOWN OVERRULE 5CALINQ. IF
THE -RE ARE ANY DI5CQ_r-PANCIE.'_5, C'')j�TACT ENGINEER.
I .
a END
-eb -10
6mmmi
mmmffaW:�
QRAPHIC IN FEU
(CHECr. BEFORE U51NQ)
S = 0.005 (MIN)
ti
'OrIkk -
Pot)t_ *T Y.
'A (T
C.B.
Ex15TINQ CONTOUR
TF 2 37.2 4_
PROPOSED CONTOUR
5, i T
BITUMINOUS
CONC
CONCRETE
CB "0-
CATCH BASIN
CMP
CORRUGATED METAL PIPE
CPp
CORRUGATff-D PLA -TIC PIPE
ELEvATIOr-41.
711
ER T
U
MANHOLt:
I IN I m u
OVERHEAD WIRE
Pe
-1 -LI,
P0LTvINYL CHLORIDE PIPE
REINFORCLED CONCPETIt' PIPE
A�
-PY
ANITA
TF
TOP OF FRAME
TYP'
TYPICAL
A 57
INLAND Wf-TLAND FLAG LOCATION AND NUMBER
-eb -10
6mmmi
mmmffaW:�
QRAPHIC IN FEU
(CHECr. BEFORE U51NQ)
S = 0.005 (MIN)
ti
'OrIkk -
Pot)t_ *T Y.
'A (T
C.B.
'ALUM
TF 2 37.2 4_
TF 240.2 V0'
INV 2383.34-6"PVC-(]N)
)o
0
_)NC_
INV 237-70-12"2CP-(OUT)
CB "0-
G
I N'v' 239.75
END 6" PVC
U
X
-2
z
U $HELTCC/
POLE.
INLAND
WETLANDS
BENCH
5P]rt IN P&
PUMP,,
QAIC, 5
"QC4A5
ONC PAD\
N I/ -
TF- C)F 5TEpeJ t�F
CHOP 5e. _N1
BOUND�Y TAKEN FROM ASSESSOR'S MAPS.
2. f-LtVATON5 BA5f_D ON NATIONAL GEODETIC VERTICAL DATUM (NQVD).
3. SITE I5 LOCATED IN AN I (INDUSTRIAL) ZONE.
4, THE LIMIT OF INLAND, WETLANDS WAS FLAGGED BY MICHAEL SCHAEFER,
CERTIFE"D 501L SCIENTIST.
5. THIS P?OPOSAL INVOLVES THE FOLLOWING ACTWIES:
A. THF. [N5TALLATION OF 174'± - 0" PERFORATED PVC CURTAIN DRAIN.
S. IN57ALLATION OF 105':t AND 125'-- - EY' PERFORATED PVC CURTAIN DRAIN
AN 0 75' _ - 12" 50LJO PVC CURTAIN DRAIN OUTLET WITH AN A550CIATED RIP
QA11 AARON AND THE DRAINAGE OUTLET AREA 5EEDED WITH GRASS.
C. INSTALLATION OF 2 STORM MANHOLES AND 240'1 OF 24�' CPP IN ORDER TO
PIPE AN EXISTING WATERCOURSE.
AP OELTCOLL
H
', #2569
SMH
TF 2 37.2 4_
1 ETAL
/ENT 2 i
0
_)NC_
CB "0-
G
BOUND�Y TAKEN FROM ASSESSOR'S MAPS.
2. f-LtVATON5 BA5f_D ON NATIONAL GEODETIC VERTICAL DATUM (NQVD).
3. SITE I5 LOCATED IN AN I (INDUSTRIAL) ZONE.
4, THE LIMIT OF INLAND, WETLANDS WAS FLAGGED BY MICHAEL SCHAEFER,
CERTIFE"D 501L SCIENTIST.
5. THIS P?OPOSAL INVOLVES THE FOLLOWING ACTWIES:
A. THF. [N5TALLATION OF 174'± - 0" PERFORATED PVC CURTAIN DRAIN.
S. IN57ALLATION OF 105':t AND 125'-- - EY' PERFORATED PVC CURTAIN DRAIN
AN 0 75' _ - 12" 50LJO PVC CURTAIN DRAIN OUTLET WITH AN A550CIATED RIP
QA11 AARON AND THE DRAINAGE OUTLET AREA 5EEDED WITH GRASS.
C. INSTALLATION OF 2 STORM MANHOLES AND 240'1 OF 24�' CPP IN ORDER TO
PIPE AN EXISTING WATERCOURSE.
AP OELTCOLL
H
', #2569
SMH
TF 2 37.2 4_
1 ETAL
/ENT 2 i
0
_)NC_
CB "0-
U
X
-2
z
U $HELTCC/
POLE.
INLAND
WETLANDS
BENCH
5P]rt IN P&
HELTCO #25(
ELEVATION 2
10
k
C
POLL
CL&P
2_567
POSE
CL& P
2567-5
601P
THPMAP 15 COMPILED FROM OTHER MAP5. DEED DIMEN51ON5
ANIOTHER 50URCE5 OF INFORMATION, NOT TO BE CON5TRUED
A5 N ACCURATE 5URVEY AND 5U13JECT TO FINAL CHANQE5
L
A5 M09 -L ACCUIZATE 5URVEY MAY DISCL05E.
@ 1996 TOTAL TECHNOLOGY INC,
These drawings are the property
of the Engineer and have beer,
spec;Ficc(ty prepared For the owner
of this project, at this site, and
are not to be duplicated or used
in part or who(e for any other
Purpose, project, location or owner
without the expressed written
consent ofthe Engineer,
z
II z (,D
LJ
LD i__
,JOB NO.
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