HomeMy WebLinkAboutC4.01_Sanitary Sewer Line B 0I
B1 L31 O Sheet Notes: : ��_
o� STA:40+08.43 4 STA:40+64.20
°-�� B1 L30 , OFF:45' L O I OFF:47'L �'O i ��� T H E
B1 L2§� O °; B1 L35 F� 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, r�
B1 L28 O IE:2659.7 IE:2659.5 , LAND
+ � o CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
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61 L27 4 co O 6; c O �' CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT .
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MATCH PLANS. GROUP
J CP
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�,` I I C? I ,� a � N -" <- � N / / FA 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
"' I + � r ¢ U_ co "' 2 "' \ APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
ti /
+ J I ? � o w ;- - 2 LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
a N E\JI N o w � - �`� SSMH 26 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
I /
� o _ __---- SSMH 25-�; 40+00 2 / FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
- -� "' I r 8 SS \ A UTILITIES.
_ _____-- ------ 8„W 2 ;= 86-LF OF 8-IN PVC AT 0.40% r79° \
----- ----- _ g '� \ 3 PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
- ------- - 8 174° _39+00 Al p.40% 8° 1
--- --_-__ ---- 8„W B1 L36
2 121-LF OF g-�N PVC CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
j \
___-----_--- 8"W d 2 _ 38+00 - T� Ong Sun o z� i \\ `\ 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
------------- W SSMH 23_ ----
g 2 - 37+00 ass SSMH 24 - - - `\ �y \ / OF ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
�__-- \\ 'ram \
V --\rO 02 36+00_ - ° 158-LF OF 8-1N PVC AT 0.40% - _ -- RR \\ STA:41+51.07 / CONSTRUCTED PER SECTION 305 AND 306 OF THE ISPWC.
v B SS OFF:44' L O
` /
8"SS SS 116 LF OF 8-IN PVC AT 0.40% r��° .�`� --- 27' \\ js 2 ` IE:2659.1 5. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
_ �1'
___ 1� seoaoee 4 ptR— co �b-S \\\ Y,� \ 100,
SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
(° -___-------- - z� J \\ �,� `\ .0e
TREES, OR DEEP ROOTING BUSHES
------------------ B7 L14'IRR +
4'PIRR M coD � \\
s CD \ 2A \
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4�g N % SSMH 50 4 4 02
SIAEE� �� vv SHEEN Keynotes:
_ -
- - B7L15 S '�or- , N SEE
•�► \�\ y. w - \ Q N 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00.
�
31 07 L13 `" �H 27 -
\�jy "oo SSMH 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET
M
rs \ \\ o C1.00.
`p ��� 4F' ��0 p
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'�G A 4. INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2/°°
GRADE TO LENGTH SHOWN PER
So
.G .G N ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3.
Line
B 0 30' 60'
5. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING PIPE.
Horizontal Scale: 1" = 30'
W
y
2676 2676
Sewer Line B: Sta. 35+40 - 41 +40 Q mime
HORIZONTAL SCALE: 1" = 30' _
VERTICAL SCALE: 1" = 3' Q
2673 2673
CL
2670 2670 0 CD
C
EXISTING GROUND AT CENTERLINE PIPE W Q
2667 2667 Cm
2664 — 2664CD
_
PROPOSED GROUND AT CENTERLINE PIPE
� 0
WATER MAIN O
CROSSING
z
2661 2661 O = o
PRESSURE IRRIGATION WATER MAIN O w
CROSSING CROSSING
2658 2658 Revisions
0
1. AGENCY COMMENTS 07-28-25
2655 2655
2652 2652
EXISTING SEWER MAIN
PER SOUTHRIDGE I 86-LF OF 8-IN PVC AT 0.40%
SOUTH PHASE 1 121-LF OF 8-IN PVC AT 0.40%
I 158-LF OF 8-IN PVC AT 0.40%
� 116-LF OF 8-IN PVC AT 0.40% SSMH 26
2649
SSMH 25 48-IN DIA. PER ISPWC SD-503 2649
SSMH 24 48-IN DIA. PER ISPWC SD-503 STA:40+71.47, 0.00'
O SSMH 23 T
48-IN DIA. PER ISPWC SD-503 STA: 39+85.90, 0.00' RIM: 2664.13± �SZON EN
EXISTING SSCO 02 48 IN DIA. PER ISPWC SD-503 STA:38+64.76, 0.00' RIM: 2664.34± IE IN: 2651.08, 8-IN PVC (S)
T-TYPE C.O. PER MERIDIAN SD S1 STA: 37+06.69, 0.00' RIM: 2664.91± IE IN: 2650.64, 8-IN PVC (SE) IE OUT: 2650.98, 8-IN PVC (NW)
2646 STA: 35+91.01, 0.00' 1 RIM: 2665.56± IE IN: 2650.05, 8-IN PVC (E) IE IN: 2650.64, 8-IN PVC (S) 2646 10961
RIM: 2666.32± IE IN: 2649.32, 8-IN PVC (SE) IE OUT: 2649.95, 8-IN PVC (NW) IE OUT: 2650.54, 8-IN PVC (W)
IE IN: 2648.76, 8-IN PVC (SE) IE IN: 2649.32, 8-IN PVC (S) "TE OF \OP�o
IE OUT: 2648.76, 8-IN PVC (NW) IE OUT: 2649.22, 8-IN PVC (NW) J""0N DEN
2643 2643 0-712e)12025
Project No.: 121172
Date of Issuance: 07-28-2025
3
Project Milestone: PERMIT SUBMITTAL
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION
Q AT CENTERLINE PIPE AT CENTERLINE PIPE Sanitary Sewer
2640 2640 Line B
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CO CO CO co CO CO CO CO CO CO CO CO CO CO CO COO co CO CO CD
N E co co co co CD CD CD CD CD CD CD CD CD CD CD COCD CD CD CD CD CD
CD O CD O CD O CD O CD O CD co CD co CD O CD O CD O CD CO CD O CD co CD co CD O CD CO CD O co co CD O CD O 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 N N N N N N N N N N N N N N
iq
35+40 35+70 36+00 36+30 36+60 36+90 37+20 37+50 37+80 38+10 38+40 38+70 39+00 39+30 39+60 39+90 40+20 40+50 40+80 41+10 41+40
C4m01
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