HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 11Cs1
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N
11+00
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0
N
52 LF OF 12"
RCP 0.50%
i 28 LF OF 12"
I RCP 0.28%
/COMP ACILD
GRANULAR /7/ /77
BACKF1LL
REQUIRED
143 LF OF 12" RCP 1.24%
10+00
PROPOSED 12" RCP
(S) INV. ELEV. 844.63
PROPOSED 21" RCP
17 INV. ELEV. 843.11
;i D 24" RCP
co (E) INV. ELEV. 842.861
5+00
870
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RCP p 0.55%
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52 LF OF 12"
RCP 0.50%
6+00
PROPOSECR.QP
(N) INV. ELEV. 845.39
PROPOSED 8
WATERMAIN
102 LF OF 18"
RCP 0.44%
56 LF OF 12"
RCP 0.50%
8+00
870
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PROPOSED 12" RCP
(N) INV. ELEV. 844.63
PROPOSED 21" RCP
(W) INV. ELEV. 843.11
PROPOSED 24" RCP
(E) INV. ELEV. 842.86
1 840
5+00
PRQPO'.ED 12" RCP
(N.)
i
PROPOSED 12" RCP
(S) IN ELEV. 844.63
PROPOSED 8" PVC
INV.I ELEV. 39.75
DR-35
7+00
NORTH
SCALE:
1" 50' HORIZ.
1" 5' VERT.
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PROP1SED 8" PVC SDR-35
INV. ELEV. 839.27
85 LF OF 24"
137 LF OF 21" RCP 0.40% RCP 0.50%
6+00
r. P4
R4Y.
843.72
T.C. 849.77
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PROPOSED 18" RCP
(BY OTHER)
LPR0P0SED 8"
WATERMAIN
LF OF 24"
RCP 0.50%
BALLO
5+00
870
860
850
840
11
1.
/1
RETAINNING WALL
TOP OF WALL ELEV. 849.0
PROPOSED OUTFALL
ELEV. 847.00
1
PROPOSED TOP OF OUTFALL
ELEV. 848.00
PROPOSED 4" ORME-
INV. ELEV. 842.0
6
UGE
842.00
STREET
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GRANULAR
BACKF1LL
REQUIRED
6+00
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8"
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7'
/,./COMPAC
GRANULAR /1,/
BACKALL 7 //ir
REQUIRED
2///:,,
PR0F10SED 8"
WATEIRMAIN
PROPOSED 8" PVC SDR-35
INV. ELEV. 839.23
I
i186 LF OF 18" RCP 0.23%
870
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5+00
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PROPOSED 18" RCP
(E) INV. ELEV. 841.57
1_11
414%.
srRELT "J"
PROPOSED 18" RCP
(5) INV. ELEV. 841.57
840 SEE HEADER DETAIL
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GRANULAR ,////7/:///
BACKFILL
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t PROPOSED 8"
WATERMAIN
I
t PROPOSED 8" PVC SDR-35
INV. ELEV. 837.08
181 LF OF 15" RCP 0.36%
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8+00
41.85
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GRANULAR
.1/2 RACKALL
REQUIRED
PROPOSED 15" RCP
(N) INV. 841.85
7+00
/7/7/M
115 LF OF 18" RCP 0.24%
no
to
6+00
PROPOSED 18" RCP
(N) INV. ELEV. 841.57
1 I PROPOSED 18" RCP STROM SEWER
1 1 EAST AND WEST BY OTHERS
138 LF OF 18" RCP 0.27%
1 I
870
850
5+00
emsys• MINI■
I T 340
860
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LL
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REVISIONS
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Ch
Ld
DRAWING 2308701
DATE: 12/13/05
PROJ. NO.: 2308
DRAWN BY: MG
SHEET NO.:
C701
,e. TUBE FILE