HomeMy WebLinkAboutC4.02_Sanitary Sewer Line B y 131 L37 / r �rIRq 6p,� �p� �� � � � Sheet Notes: ��_„
STA:41+51.07 �� F-� -4
THE
OFF:44'L O Fp\ Fp �Q 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, /���
IE:2659.1 LD ` / CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO LAND
/ 6'%°qq�� EP EP EP EQ / CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT .
qr 8'(,�j\ N o / B1 L38 / Ep`` EP % d MATCH PLANS.
°o CO '' EPA GROUP
N / O SS 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
8 S\ "' o w 6"PIRR APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
T LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
rSO.ZF`1 2 �V + J �, / BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
�FB,/ CD
/� N M O°, / B1 L39 / / k�� FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
p�6gT°4° g sS SSMH 27 P_ o w / / // OpO°�° UTILITIES.
42�
P°0 W 2 r' / ` // �Q� / -13. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
/\ � �F�' // CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
Q 8 CO CO
/ B1 L40 ` 3
1?90 Q N ` / / 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
c~ LL
o w / O ` / / OF ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
Lam-•
8" d CONSTRUCTED PER SECTION 305 AND 306 OF THE ISPWC.
S'S � o
�/ h O �
r�
o , nch d 43�
S S q 0
0 ,� + r / / // 5. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
V 8 a N // ���� / SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
g\ 2 ,l w // TREES, OR DEEP ROOTING BUSHES
S cn o
Fg/vpVC
B8 L1 T 040/ 8'SS \44�UU�
2 // Keynotes:
// 10 ,��► 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00.
41
(9 \ 1250 // ���,i0 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET
O C1.00.
X b ` 3. NOT USED.
/ SSMH 28 F2]92
4. INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2/°GRADE TO LENGTH SHOWN PER
Line
B
ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3.
0 30' 60'
Horizontal Scale: 1" = 30' UJ
- y
amime
2676 2676
Sewer Line B.: Sta. 41 +40 - 46+20
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3' C
2673 2673
CD
C
2670 2670 W 0
C
C
2667 2667 _
o
o
PROPOSED GROUND AT CENTERLINE PIPE
2664 2664 = c z
Q
SEEPAGE BED. SEE ROADWAY EXISTING GROUND AT y
PLANS FOR DETAILS. CENTERLINE PIPE
2661 — _ 2661 Revisions 1�
OWATER MAIN 1. AGENCY COMMENTS 07-28-25
STORM DRAIN 8-IN PVC CROSSING-�O
CROSSING
2658 2658
OWATER SERVICE CROSSING
I
I II
I
2655 2655
II I
396-LF OF 8-IN PVC AT 0.40%
267-LF OF 8-IN PVC AT 0.40%
2652 150-LF OF 8-IN PVC AT 0.40% 2652
SSMH 28
48-IN DIA. PER ISPWC SD-503
SSMH 27 STA:44+88.06, 0.00' ZON T
EN
48-IN DIA. PER ISPWC SD-503 RIM: 2663.98±
2649 -STA:42+21.37, 1.101L IE IN: 2652.95, 8-IN PVC (SE) 2649
RIM: 2663.47± IE OUT: 2652.85, 8-IN PVC (N) 10961
IE IN: 2651.78, 8-IN PVC (S) ���T£OF \oP�o
IE OUT: 2651.68, 8-IN PVC (N)
�4sON DEN
2646 2646 0-712a12025
Project No.: 121172
Date of Issuance: 07-28-2025
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Project Milestone: PERMIT SUBMITTAL
AT CENTERLINE PIPE AT CENTERLINE PIPE
2643 2643 Sanitary Sewer
0 0 V O M V O co V O coO 00 O O N c.4 O m M ~ (D M O � co O � � Line B
ti GD O N N co O co I— M O N co V
co M co M co GV T O O O O O T 00 00 00
O M O M O M O M co M O M O co co M co M O M co M CO M co Cm LCJ M LCJ N LCJ ICJ O
GD co co O GD O O CO co O O co O co O co co co GD O co O CO CO co O co O co O co O co co
GV co N co GV O N CO N O N O N O N O N O GV O N co N CO N co N O N O N O N co
N E N N N N N N GV N N N N N N N N N N
41+40 41+70 42+00 42+30 42+60 42+90 43+20 43+50 43+80 44+10 44+40 44+70 45+00 45+30 45+60 45+90 46+20
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