HomeMy WebLinkAboutC4.08_Sanitary Sewer Line F g_j I; U 1-w Sheet Notes: ��- -4
I I I I I I I I a I 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, T H E
=IA �
B4 L27 I I I B4 L16 L CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO LAND
QB4 L26 I I I B4 L17 SE S rj CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT .
B4 L25 B4 L19 B4 L18 O i o i MATCH PLANS. GROUP
STA:10+14.21 Q4 B4 L24 64 L23 I
OFF:29'L ' Q B4 L22 B4 L21 64 L20 O I 1p ' �'� � 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
IE:2662.4 I 4 4 4 Q I co i APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
+ J N I N O I O Q 4 Q O I r- I °; o — — — X "' + LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
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o �, + J o I M T I N o Q �, — — — — — — i co BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
Q U_ Cy r - N J 00 O Gp 00 J Lq r N co C" W - - - I ___Q
„ F- J r M co + o I I I c° J + co cn o - — — r I FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
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c" o "' Cn O _ � o _ O - _ _ _ _ — __i_- __--- +00 c' 3. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
--- --- -- - _10+00=-- - - - - - - - - __- �� _ _-- - g .5 CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
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SD--- -- L-1--i--=-- - M-- ---- � ---- 8- PVC AT 3.45%8'SS S ��Go129 257-LF O2 — SSMH 23 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
-L1 -I 1OF ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
35
SSMH 60A g SS -LF OF g-IN PVC AT 0.6 -- __-_- _______ ___-__--- SSMH 602/ 11+00 8"W 8 SS ��2 ____ CONSTRUCTED PER SECTION 305 AND 306 OF THE ISPWC.
12+00 ---==-$SS--- - 14+00 — 22 — 252-LF OF 8 IN PVC AT 0.42% 13+00 172 ^S —"SS 8' S_ 5
2 ��,_ -_ NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
8' 2 r — 2 _ — � S BUILDING ARPORT RASH ENCLOSURE— � SSMH 61 2 8"w2 S Hltchln 2 2 2r 00 G S S
o g Post Way 8"wTREE R DEEP R TIN BU HE-J -- ----- 8,-- ----- --
---- -_ -- ----
8"W-- ----- ------
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CO O O N I N I 00
N O _ - - M I I cD
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CO O W O � CO + ,_" inrn NO oO °pN � � ` N a � Q LL Z cj WOui
_ _ � °� CON w o I ' Keynotes:
W T CO CO � p[ = O co N + T d I (!J y o0
Q ' I- � I rr N + N col co N + co wr c Q U_ o O
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O CO I I W T - T I a ,�� I o I O h L14 "� E� 4 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00.
B7 L3 Q I Cn o U_ I � I U N o B7 L13 Opp � ■
Q I cn O I 4
c" � I N o =� ; � � I 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE N0. 3 ON SHEET
67 L4 B7 L5 4 O O O I O B7 L12 10 i � 15.5' C1.00.
B7 L6 B7 L11 W I
B7 L7 B7 L8 B7 L9 B7 L10 I 13
� 3. NOT USED.
Line 'F
j� 0 30 60
4. 4.INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2%GRADE TO LENGTH SHOWN PER
ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3.
/ Horizontal Scale: 1" = 30' ■ ■ ■
W
y
amime
2676 Sewer Line F: Sta. 9+90 - 16+80 2676 Q =
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2673 2673 CL
CD
2670 2670 C
W Q
EXISTING GROUND AT CENTERLINE PIPE Cm 1610
2667 2667 Q
2664 2664
WATER SERVICE PROPOSED GROUND AT CENTERLINE PIPE STORM Q
CROSSING WATER SERVICE — — — — — — - Q — — — - 12-IN PVC CROSSING cc Q
CROSSING WATER SERVICE WATER SERVICE 4 O 0
2 CROSSING CROSSING w
2661 T 0 z 2 '� 2661 y C
129-LF OF 8-IN PVC AT 0.62% 5 O C, � O 0
Revisions
1
252-LF OF 8-IN PVC AT 0.42% Q2 �WATER SSMH 60A
48-IN DIA. PER ISPWC SD-501 � SERVICE Q WATER SERVICE 1. AGENCY COMMENTS 07-28-25
CROSSING 2658 SSMH 60 CROSSING 2658
STA: 10+00, 0.00'
RIM: 2666.95± 48-IN DIA. PER ISPWC SD-501 I
L]
NE STA: 11+28.87, 0.00' SSMH 61
IE OUT: 2660.25, 8-IN PVC
(NE) RIM: 2666.47± 48-IN DIA. PER ISPWC SD-501 PROPOSED SEWER
IE IN: 2659.45, 8-IN PVC (SW) STA: 13+80.78, 0.00' SERVICE
2655 IE OUT: 2659.35, 8-IN PVC (N) 2655
RIM: 2665.34±
IE IN: 2658.29, 8-IN PVC (S)
IE OUT: 2658.19, 8-IN PVC (N)
- - - - - J L
2652 CFOFB�NPVC 1T 2652
3.45%
SEEPAGE BED. SEE ROADWAY
PLANS FOR DETAILS I
2649 2649 �SQGsaL
SSMH 23
48-IN DIA. PER ISPWC SD-503 10961
2646 RIM: 2665.56+STA: 16+37.80, 0.00' 2646 re OF �o
q P
IE IN: 2649.32, 8-IN PVC (SE) �spNDE4
IE IN: 2649.32, 8-IN PVC (S) 0712e)12025
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION IE OUT: 2649.22, 8-IN PVC (NW)
Project No.: 121172
AT CENTERLINE PIPE AT CENTERLINE PIPE
2643 2643 Date of Issuance: 07-28-2025
Project Milestone: PERMIT SUBMITTAL
N 00 r` O CO U') C+') N N co O O r O co co N r- ~ co CO O U') ~ O co DO r O O r` 00 C+') r` O U') C? O N co co O O LCJ O
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Co CD CD CD CD Cfl CD CD Cfl � CD CD to t � t � CD Cfl CD Q0 co to Sanitary ewer
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 N N N N
Line F
9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80
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