HomeMy WebLinkAboutC4.06_Sanitary Sewer Line B2 0- �o�� O / - ♦ ` F ,� U Sheet Notes: ��
w� o� T _ F THE
+ / ` �s c T 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, r�
SSMH 38 J N / o C
Nd�O� \ o N O y o c ,�, CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO LAND
Q LL N 4 IE:2658. hx ^' m CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT .
j0 Wow STA:208+07. O °�°
9 / MATCH PLANS.
� OFF:37.02',L 7�. �' � iGROUP
T �& / o CO 00 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
c �' ¢ co APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
G9� \ / SSMH r in o ,;; LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
o , 0 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
13 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
47-LF OF 8-IN PVC AT 0.40% 1 UTILITIES.
xpp O
R x
__ / � 3. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
00 \\\ 113° CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
--
p�xgQ` \ 'h
84-LF _ _ 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
5�� gyp. o�` CF 8-1N PVC 154° VC AT 0 40%
1 5 AT 0.40% `F OF g-IN p� o OF ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
75- 16 SSMH 35
SSMH 37 M , _ 20T+p0 � j �i � , � 396��c\� CONSTRUCTED PER SECTION 305 AND 306 OF THE ISPWC.
---- -
M SSMH 36 OCO Q� �� ��, p �L " 11 "C.&" 5. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
2 M S R�Q D / 0so Lp
�90�xo m�� t \ , L0 \� SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
AQ ��`� X`o� \\ - 2 s ,�� �J 0�0� TREES, OR DEEP ROOTING BUSHES
`��p�o FUTURE FUTURE 4
P - - - � O
C.
S� O FUTURE + o s8
Cr
o Keynotes:
IE:2659.8 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00.
O � � Z
4 STA:206+38.21
OFF:86.57',R 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET
IE:2659.9 4 C1.00.
STA:206+88.04 O
i OFF:85.01',R za 3. NOT USED.
4. INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2%GRADE TO LENGTH SHOWN PER
Line
0 30' 60' ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3.
B2
Horizontal Scale: 1" = 30' UJ
y
amime
2679 Sewer Line B2.: Sta. 206+10 - 208+50 2679 = _
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE' 1" = 3'
Z
2676 2676 CL
O CD
2673 2673 y
W Q
C3
2670 2670 Q Q�
Q � o
2667 EXISTING GROUND AT CENTERLINE PIPE 2667 o
z
LU
6 = o
2664 2664 cm)
PROPOSED GROUND 0
Revisions
AT CENTERLINE PIPE
1. AGENCY COMMENTS 07-28-25
2661 2661
2658 2658
84-LF OF 8-IN PVC AT 0.40%
75 LF OF 8-IN PVC AT 0.40%
2655 47-LF OF 8-IN PVC AT 0.40 0 2655
SSMH 37
48-IN DIA. PER ISPWC SD-501 SSMH 36
STA: 206+15.35, 0.00' 48-IN DIA. PER ISPWC SD-501 SSMH 29
RIM: 2664.51± STA: 206+99.73, 0.00' 48-IN DIA. PER ISPWC SD-503 SZONAL EN
2652 RIM: 2664.10± STA: 208+21.41, 0.00' ��5 ST
IE IN: 2655.76, 8-IN PVC (SE)
IE OUT: 2655.66, 8-IN PVC (W) IE IN: 2655.33, 8-IN PVC (E) RIM: 2663.51±
IE OUT: 2655.23, 8-IN PVC (W) IE IN: 2654.64, 8-IN PVC (SW)
SSMH 35 IE IN: 2654.64, 8-IN PVC (NE) 10961
48-IN DIA. PER ISPWC SD-501 IE OUT: 2654.53, 8-IN PVC (NW)
2649 STA: 207+74.63, 0.00' 2649 ire OF
RIM: 2663.71± ` N S '
IE IN: 2654.93, 8-IN PVC (E) J4so DEN
IE OUT: 2654.83, 8-IN PVC (SW) 0-712e)12025
EXISTING GROUND ELEVATION PROPOSED GROUND Project No.: 121172
AT CENTERLINE PIPE ELEVATION AT CENTERLINE PIPE
Date of Issuance: 07-28-2025
2646 2646 Project Milestone: PERMIT SUBMITTAL
Cl? OL T OM N r � O T 0 T r_ co � O
CD co CD CD CO CO co co co
co N cco CD co CD CO CO CD co co o co (m N GD N � co N (m co co CD
N N Sanitary Sewer
N N N N N N N N co co
Line B2
206+10 206+40 206+70 207+00 207+30 207+60 207+90 208+20 208+50
^E
�6.� C4mO6