HomeMy WebLinkAboutC4.03_Sanitary Sewer Line B �y.���� heet Notes: ��
/ — T H E
` F �% `'�' 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 1v� /
LAND
, �Q �S CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO .
a �Q ps�q• CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
� � X MATCH PLANS.
�oo 6 ep /,R� O, �� — . G ROUP
o `� EP�j�Q 6 2
o sj `off THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
6% E
C� T99 ��FP� EP P APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
+ J r VV 'op
/ EP EP ' 4�Q LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
� a; S / / BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
U_ N �/ ,a(���� FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
\ Ij� cn o w / ti E / UTILITIES.
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S5 3. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
3906' p22� / \' CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
47-LF OF 8-IN PVC P 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
OF ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
CONSTRUCTED PER SECTION 305 AND 306 OF THE ISPWC.
- — — — — —— — — — — — — — 0 5. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
r2so — — — 47+0 48+00
— 8"—— — SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
S •.�
46+00 81ISS 8,,S$ TREES, OR DEEP ROOTING BUSHES
SSMH 28' 8°SS 8"S 396-LF OF 8-IN PVC AT 0.40% — ` o0
8"SS 396-LF OF 8-IN PVC AT 0.40% IE:2658.8
r / 45+00 — — — 0 SSMH 29
r - - - - - - - - - - - - -- - - -- STA:208+07.24
r
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----„ rr'+ x i a N E 9I T .04 Keynotes:
_ $W r m T O U)CD C) o
=P�,a$t / II r'r m m i o O 1. POTABLE WATER MAIN CROSSING SEE SEWER NOTE NO. 2 ON SHEET C1.00.
W Franc m o c
10 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET
z C1.00.
CD
_-- 00
__------ I p o 3. NOT USED.
_ O U
i
4. INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2%GRADE TO LENGTH SHOWN PER
Line
B COD0 30' 60' ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3.
N
Horizontal Scale: 1" = 30' UJ
y
a CD
2676 2676
Sewer Line B (6): Sta. 4+70 - 49 20 r=
HORIZONTA SCALE: 1 30 C.
VERTICALSCALE: 1" _ ' = 0
2673 2673 O
y
W Q
2670 2670
C2 CD
Cn
2667 2667 _
o
Q
c z
Q
2664 2664 O = o
PROPOSED GROUND AT CENTERLINE PIPE
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Ca
2661 2661 Revisions
0
/ 1. AGENCY COMMENTS 07-28-25
EXISTING GROUND AT CENTERLINE PIPE
2658 2658
PRESSURE IRRIGATION CROSSING
2655 2655
396-LF OF 8-IN PVC AT 0.40%
f SSMH 29
48-IN DIA. PER ISPWC SD-503
2652 STA: 48+84.24, 0.00' 2652
SSMH 28 RIM: 2663.51±
$ZONAL p
48-IN DIA. PER ISPWC SD-503 IE IN: 2654.64,8-IN PVC (SW) �c�,5 �G\ST G'f�
STA: 44+88.06, 0.00, IE IN: 2654.64, 8-IN PVC (NE)
RIM: 2663.98±
IE OUT: 2654.53, 8-IN PVC (NW)
2649 IE IN: 2652.95, 8-IN PVC (SE) 2649 10 961
IE OUT: 2652.85, 8-IN PVC (N) �, p
f �TEOF0
"4s0N DEN
0-7128/2025
2646 2646
Project No.: 121172
Date of Issuance: 07-28-2025
3
Project Milestone: PERMIT SUBMITTAL
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION
AT CENTERLINE PIPE AT CENTERLINE PIPE Sanitary Sewer
2643 2643 Line B
6 I� co V LC) I� V I n co I� co Q-) N
6) pp M _ (D O O N M co O ~ O O Lf� ( . O LC. ' ~ LC) 'n
O �'") O co M co N 00 O O O � O (T p O) O 00 _ O _ 00 N C3-)
N E= CO C.O co LC) LC) LCJ LC) L0 LC) LC) LO LC) LC) LC) LC) C.O
CO C.9 O (9 O (9 co co O (D co C0 LfJ (9 LfJ (9 co C0 O C.O O (D co C.9 O (D O C.9 N O N O N O N O N co N O N O N O N O N co N O N O N O N co N coC.O
N N N N N N N N N N N N N N N
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iq
44+70 45+00 45+30 45+60 45+90 46+20 46+50 46+80 47+10 47+40 47+70 48+00 48+30 48+60 48+90 49+20
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