HomeMy WebLinkAboutC602 Offiste Storm Sewer Plan & Profile920
910
920
910
900
0
Z
00
Ld
F-U=
W W (n
0 �c
O
0
O
SCALE: 1"=50' HOR.
1"=5' VERT.
PROPOSED GRADE
FULL DEPTH
GRANULAR BACKFILL
0.28%
1-
L.1_1
w
H
U)
0
15" R.C.P.
0
0
0
_IC�
0 +rn
7 II
Z
1n1—
908.54
45R I F
15" R.C.P.
N
907.28
342 L.F.
0.28%
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.02'
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
15" R.C.P.
906.34
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN MAPS
(WILL BE RECONSTRUCTED/ ABANDONED
AS PART OF THE TRAILS AT HAYDEN RUN
DEVELOPMENT)
400 L.F.
EXISTING GRADE
0.28%
15" R.C.P.
SCALE: 1 50'
905.24
Q
w
z
Z1
x
FOR' OFFSITE
SEE SHEET C603
400 L.F.
W
J
L
0
)•3
Z
J
(I)
W
W
0
1--
v)
v)
w
0
m
L1_.I
v W
N)
SHEET NO.
w
w
C602
co
W
Q
0
z
0
z
W
z
z
w
Ch
U
'08 4717531
ENGINEERS LAND SURVEYORS
CONSULTING
MAKE STR. 109 A YARD INLET
REVISIONS
O
0
0 +1
FULL
GRANULAR
DEPTH
BACKFILL
z
0
0 I- 0
W C\I 4 0=
J V 0
0 +O O Z 0
Z Q�U U Wes,
9 L +Z'Vl',
�V)d
EXISTING GRADE
i
W
l-
el
152 L.F.
1.00%
2 R.C.P.
GRADE
PRCPOSED
64 L.F.
8" SDR -35 P.V.C.
0 INV.= 897.21
f 0
12„ R.C.P.
920
910
920
910
900
0
Z
00
Ld
F-U=
W W (n
0 �c
O
0
O
SCALE: 1"=50' HOR.
1"=5' VERT.
PROPOSED GRADE
FULL DEPTH
GRANULAR BACKFILL
0.28%
1-
L.1_1
w
H
U)
0
15" R.C.P.
0
0
0
_IC�
0 +rn
7 II
Z
1n1—
908.54
45R I F
15" R.C.P.
N
907.28
342 L.F.
0.28%
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.02'
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
15" R.C.P.
906.34
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN MAPS
(WILL BE RECONSTRUCTED/ ABANDONED
AS PART OF THE TRAILS AT HAYDEN RUN
DEVELOPMENT)
400 L.F.
EXISTING GRADE
0.28%
15" R.C.P.
SCALE: 1 50'
905.24
Q
w
z
Z1
x
FOR' OFFSITE
SEE SHEET C603
400 L.F.
W
J
L
0
)•3
Z
J
(I)
W
W
0
1--
v)
v)
w
0
m
L1_.I
v W
N)
SHEET NO.
w
w
C602
co
W
Q
0
z
0
z
W
z
z
w
Ch
U
'08 4717531
ENGINEERS LAND SURVEYORS
CONSULTING
MAKE STR. 109 A YARD INLET
REVISIONS