HomeMy WebLinkAboutC4.04_Sanitary Sewer Line B1 i Sheet Notes:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, rj W_ T HE
pI cc oo O O O CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO LAND
/ ` CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT .
O O
o ti M A p�\� MATCH PLANS.
' o � o � V _ - GROUP
0- C\J+ J co �_ Cl) J T � J ") FFA 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
o Cl) � ? `� o M � co J C, V�� // Qw APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
1 Q LL CV Q LL. CV Q LL 04 Q LL CV
I LL CO ,� `� LL L� o Ln 2 z
o Cn o w cn o w o w Cn o w ¢ ,� CO / c LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
uo o LJJ FUTURE 00o o f BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
1 + O�' / '�3 oo / FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
— — — —— — —— — — — — —
FUTURE CD / Moo UTILITIES.
104+00
SSMH 30 ` \\ C" o w 3. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
SSMH 31 /
102+00 103+00 CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
101+00 45-LF OF 8-IN PVC AT 3.60% 8" S 8"SSA 8"SS 8"SS /
269-LF OF 8-IN PVC AT 1.00% — 1 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
1 gi p L2 — 176° S RI De Oro PI 1530 -� FUTURE OF ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
SSCO 05 1 I 1 W W W W W 8'8 W \ \ _ CONSTRUCTED PER SECTION 305 AND 306 OF THE ISPWC.
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— _ ,CFOF87 ICsx po a,` / o`bx 5. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
= — ---- — _ NpVC SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
z \ \ 4T 69 ° 8 5 �`<�h TREES, OR DEEP ROOTING BUSHES
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2 2
C" OR FUTURE � C � n FUTURE 06 � \ r
CO C) - L.L Q CO r -
N + O N + (O O w N + CV ~
w N CO Lu M c� w uw T o SSMH 29 `V LL_
CD C'i 7 w Keynotes:
� � � o � LL
cn o CO o Cn o 66 51
IE:2658.8 SSMH 35 20
S(P 1 k 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE N0. 2 ON SHEET C1.00.
QO O STA:208+07.24 OFF 39 O9
OFF:37.02',c 2658 a 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET
v-; C1.00.
47-LF OF 8-IN T�/ .40% �� g
� 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2
AND MARK PER SD SW3.
\ L 4. INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2%GRADE TO LENGTH SHOWN PER
i n e B 1
j 0 30' 60 ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3.
slow
Horizontal Scale: 1" = 30'
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cc mime
2679 2679 = _
Sewer Line B1: Sta. 100+90 - 105+90
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2676 2676 CL
2673 2673 y
W Q
C3also
2670 2670
PROPOSED GROUND AT CENTERLINE PIPE
CD
2667 \ 2667 o
IIIIIIIIIIIIIIIIIIIIIII�
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WATER MAIN 1 CD
O Q
2664 CROSSING 2664 y cm) L
EXISTING GROUND AT CENTERLINE PIPE ARevisions
1. AGENCY COMMENTS 07-28-25
2661 — FUTURE WATER Di 2661
MAIN CROSSING
IVP4S`FCFB 1
t/CgT360t
- --- SSCO 05 2658
T-TYPE C.O. PER MERIDIAN SD S1
STA: 101+20.71, 0.00' 269-LF OF 8-IN PVC AT 1.00%
RIM: 2670.47± SSMH 31
IE OUT: 2659.60, 8-IN PVC (N)3-IN DIA. PER ISPWC SD-501
2655 STA: 101+65.22, 0.00' 117-LF OF 8-IN PVC AT 0.40% O 2655
RIM: 2668.82+
IE IN: 2658.00, 8-IN PVC (S)
IE OUT: 2657.90, 8-IN PVC (N) SSMH 30
48-IN DIA. PER ISPWC SD-501 SSMH 29
STA: 104+33.89, 0.00' 48-IN DIA. PER ISPWC SD-503 �SZ0NAL ENC
2652 RIM: 2662.84± STA: 105+50.96, 0.00' 2652
IE IN: 2655.21, 8-IN PVC (S) RIM: 2663.51± ��' T
IE OUT: 2655.11, 8-IN PVC (NE) IE IN: 2654.64, 8-IN PVC (SW) 10961
IE IN: 2654.64, 8-IN PVC (NE)
IE OUT: 2654.53, 8-IN PVC (NW) ��T£ \oP�o
2649 2649 J OF
sON DEN
07151025
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Project No.: 121172
AT CENTERLINE PIPE AT CENTERLINE PIPE
Date of Issuance: 07-28-2025
2646 2646 Project Milestone: PERMIT SUBMITTAL
C) W O co O N N O Cl) W Lf� m T O O N Lf) r` �,,) O N O T C'sO N
O ti O r` O V CO co O 6) O C)
Q CDf• O r— co CO co ccC.0 coco ccco coO CO O CO O CO O CO O CO co co(0 coco co(0 coCD COCO C.0 O CO O CO O CO
co coSanitary ewer
N N N CV CV CV CV CV N N CV CV CV CV N CV CV CV CV CV CV CV CV CV N CV N N N N N co
N Line B1
100+90 101+10 101+40 101+70 102+00 102+30 102+60 102+90 103+20 103+50 103+80 104+10 104+40 104+70 105+00 105+30 105+60 105+90
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