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W W W W W W W W W W W W W W W W W m
STREET D M ti
400-LF OF 8-I1\1 PVC AT 0.65% T x
-- � 77-LF OF 8-IN PVC AT 0.51% m5A 8 SS 8'SS 8 SS 8"SS 8"SS 8"SS SS 8"SS 8"SS 8"SS 5AN 8"SS
SSMH 09 SSMH 08
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Street D Sewer Plan and Prof ile 0 20' 40'
Horizontal Scale: 1" = 20'
2672 STREET D SEWER MAIN: Sta. 49+80 - 54+60 2672
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2670 2670
EXISTING GROUND (APPROXIMATE PROPOSED GRADE)AT PIPE CENTERLINE
2668 2668
--- ---------- ———— —————
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———
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2666 2666
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2664 2664
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2662 m CIA
2662 400-LF OF 8-IN PVC AT 0.65% � co
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SSMH 09
77-LF OF 8-IN PVC AT 0.51% ti p
48-IN MH PER ISPWC SD-501 O C-)
2660 STA. 50+00, 0.00, 2660
RIM: 2668.97± o
IE OUT: 2662.84, 8-IN PVC (E) IEEE 00
SSMH 08
48-IN MH PER ISPWC SD-501
Revisions
2658 STA: 54+00, 0.00' 2658 1
RIM: 2667.65±
1. 04/17/2025-CITY COMMENTS
IE IN: 2660.24, 8-IN PVC (S)
IE IN: 2660.24, 8-IN PVC (E)
IE IN: 2660.24, 8-IN PVC (W)
IE OUT: 2660.14, 8-IN PVC (N)
2656 2656
O I` co co CO CO Lf) m N N N co co CD W) I` O LO coGV V
00 coO O M M M co O O W r- OR r- OR W OO M O M O O O O O O co co co � co N N O O OR M OR I- ti coO O I` I- W O O m
00 W O) W O) Oj O) m W OO W OO W OO Op 00 00 W 00 W 00 W 00 W OO W M cp OO W OO W 00 00 ti r—
CO O GO O GO O GO O GO O GO co GO co GO O GO co GO O GO O GO O GO O GO O CO O GO co GO co GO O GO co GO O GO O co co GO O GO O GO C.O
t,0 co co co CO O co co co co co co co co CO O co co co co co co CO co co co co co GO O co co co co co co CO co co co co co GO co co co co co CO co
N N N N N N N N N N N N N N N N N N N N N N N N N N N N GV N N N N N N N N N N N N N GV N N N N N N N
49+80 50+00 50+20 50+40 50+60 50+80 51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00 53+20 53+40 53+60 53+80 54+00 54+20 54+40 54+60
NOT FOR
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3 CONSTRUCTION
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Project No.: 123003
Date of Issuance: 12.20.2024
Project Milestone: PUD-CUP Mad-DA Mod-Rezone
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Street D Sewer Plan
and Profile
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149-LF OF 8-IN PVC AT 0.51% �F0F8/Np \
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Street D Sewer Plan and Profile 0 20' 40'
Horizontal Scale: 1" = 20'
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2672 STREET D SEWER MAIN: Sta. 54+40 - 58+40 2672
1
HORIZONTAL SCALE: 1" = 20' --- ---
VERTICAL SCALE: 1" = 2'
2670 EXISTING GROUND (APPROXIMATE PROPOSED GRADE) AT PIPE CENTERLINE 2670
2668 _____— — —— 2668
ANN 300
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2666 2666 `U co
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2664 1 2664 C
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111111,11111m
E35-LF OF 8-IN O
PVC AT 0.65% Revisions
81-LF OF 8-IN PVC AT 0.51% ----
2662 59-LF OF 8-IN PVC AT 0.51%
2662 1. 7 5 CITY COMMENTS
-
149-LF OF 8-IN PVC AT 0.51% SSMH 14
77-LF OF 8-IN PVC AT 0.51% SSMH 13 48-IN MH PER ISPWC SD-501
SSMH 12 48-IN MH PER ISPWC SD-501 STA: 57+99.83, 0.00'
2660 ±
SSMH 11 48-IN MH PER ISPWC SD-501 STA: 57+65.27, 0.00' RIM: 2671.15
48-IN MH PER ISPWC SD-501 STA: 56+84.11, 0.00, RIM: 2671.10± IE IN: 2662.80, 8-IN PVC (SE) 2660
STA: 56+25.60, 0.00' RIM: 2670.34± IE OUT: 2662.80, 8-IN PVC (NW)
48-IN MH PER ISPWC SD-501 IE OUT: 2662.42, 8-IN PVC (N)
SSMH 10 RIM: 2669.77± IE IN: 2662.00, 8-IN PVC (S) IE IN: 2662.52, 8-IN PVC (SW) IE OUT: 2662.74, 8-IN PVC (NE)
STA: 54+76.54, 0.00, IE IN: 2661.60, 8-IN PVC (SE) IE OUT: 2661.90, 8-IN PVC (NW)
RIM: 2668.06± IE OUT: 2661.50, 8-IN PVC (NW)
2658 IE IN: 2660.73, 8-IN PVC (SE)
2658
IE OUT: 2660.63, 8-IN PVC (W)
2656 2656 NOT FOR
N O co 'T m N (0 O N 00 00 00 I� 00 M
00 O) M 00 O M � O M tD 00 O N
a0 O co � I� O N � I� W O N V � f� O
r` r` 00 T 00 00 00 6') 6) 6) O) 6) O O O O O T
f` O O O O O O O O O O
CO CO Cfl CO CO co co GO GO co GO I� r` (` (` r` r` r`
O co O co O coO O coO co coO co coO co co co co co co co co O co CD ~ O ~ co ~ co ~ co ~ co ~ co ~
N O N O N O N O N O N O N O N O N O N O N O N O N O N O N co N co N co N co
N N N N N N N N N N N N N N N N N N
54+40 54+60 54+80 55+00 55+20 55+40 55+60 55+80 56+00 56+20 56+40 56+60 56+80 57+00 57+20 57+40 57+60 57+80 58+00 58+20 58+40 pp o0
3
3 CONSTRUCTION
Project No.: 123003
Date of Issuance: 12.20.2024
Project Milestone: PUD-CUP Mod-DA Mod-Rezone
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Street D Sewer Plan
and Profile
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C2mO5