HomeMy WebLinkAboutC4.11_Sanitary Sewer Line G1 Sheet Notes:
P') I CV I ' III _ '
� � w s � :—': THE
� o_
B7 L26O I CLUBHOUSE UNDER I ' d 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 1r�� % �►
STA: 58+05.03 " ' I d
I OFF:43.48', R O o� CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
SE H SEPARATE PERMIT I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT LAND
M + IE:2661.0 B1 L47 1 — 1 •
r L — MATCH PLANS. �� GROUP
SSMH 46 I Lm M m m m m il 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
_7
APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
_ \ I + 06 o, LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
Liz CC) BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
< J 'et — — _ _ o w SD FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
a;o SO SD UTILITIES.
---- ___ z I T —
81W 0° • 3. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
8 W�� ---- __- CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
v �— co ��6 — 8"W 8„W ------- ---- � ------ SW / — 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
----------------
8"SS � — o����� - "
301. BEDDING AND BACKFILL SHALL BE
SSMH 45 — 8"W SSMH 54 e
`r lata�r CONSTRUCTED PER SECTION 305 AND 306 OF THE ISPWC.
---- a"ss L6 2 W Rlop p---------- - o,� 79+00 R"S4 — cri 174° Cn — —
I - 285-LF OF 8-IN PVC AT 0.40% 8"SS r- — -- T _ — _ 5. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
I T
00 0 0 ------------ ______-_-_-_- 78+00 B,SS
• SID ------------- ----- 166-LF OF 8 IN PVC AT 0.40% 76+00 990 SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
---- TREES, OR DEEP ROOTING BUSHES
- -- 77+00 SSMH 55
+ N ------------------_ __ ------ ------ --- ----_---_===___------- N 5
® SD
°' )s _ _ �— 4"PIRR 139 1_1 • e
6'
o co 4"PIRR LO o
— + J CV c so - It —
U 0� o d J5 L3 o :
56+69.93
- R Keynotes:
O SEE 463 SSCO 04 I
E IE:26u1.3 O B9 L2 �a
I
I `t 15.5 1. POTABLE WATER MAIN CROSSING SEE SEWER NOTE NO. 2 ON SHEET C1.00.
Cc
i I 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET
C1.00.
_ 0 3
Line G 1 y 0 30' 3 NOT USED.
N
4. 4.INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2%GRADE TO LENGTH SHOWN PER
Horizontal Scale: 1" = 30' ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3. UJ
y
2679 2679
SEWER LIN G1: Sta. 7 +70 - 80+10
HORIZONTA SCALE: 1" 30' O
VERTICALSCALE: 1" _ '
2676 2676 0
y
W Q
2673 2673 C
C
2670 2670 = o
EXISTING GROUND AT CENTERLINE PIPE _
� Q
Q
2667 2667 Q = o
ccC.�Ca PROPOSED GROUND AT CENTERLINE PIPE w
Revisions
2664 2664 1. AGENCY COMMENTS 07-28-25
STORM
12-IN PVC CROSSING
2661 2661
49-U OF 8-IN PVC AT 1.18%
166-LF OF 8-IN PVC AT 0.40%
2658 285-LF OF 8-IN PVC AT 0.40% 2658
ISSMH 54
SSMH 55 48-IN DIA. PER ISPWC SD-501
48-IN DIA. PER ISPWC SD-501 STA:75+33.06,0.00,
RIM: 2665.55±
SSMH 45 STA: 76+99.01, 0.00'
2655 48-IN DIA. PER ISPWC SD-501 RIM: 2664.21± IE IN: 2659.05, 8-IN PVC (S) 2655
STA: 79+83.71, 0.00' IE IN: 2658.29, 8-IN PVC (SE) IE OUT: 2658.95, 8-IN PVC (NW)
RIM: 2666.25± IE OUT: 2658.19, 8-IN PVC (NW) SSCO 04 � �GSAL 0f1
IE IN: 2657.04, 8-IN PVC (SW) T-TYPE C.O. PER MERIDIAN SD S1
IE IN: 2657.04, 8-IN PVC (SE) STA: 74+84.15, 0.00'
2652 IE OUT: 2656.94, 8-IN PVC (NE) RIM: 2665.12± 2652 10 J61
IE OUT: 2659.63, 8-IN PVC (N) sT �o
f �TEOF0P,�;�
EXISTING GROUND ELEVATION PROPOSED G IOUND ELEVATION
AT CENTERLINE PIPE AT CENTERLINE PIPE 0-7128/ZD25
2649 2649 Project No.: 121172
Cl) rl- Co M N o m l!7 N m Cl) 00 Cn
N o m o o o co c.,) o T o 0 0 o 0 o N o r o T cu ,n o OR `1: r r o ti N Date of Issuance: 07-28-2025
a ti 00 00 1- ti 00 00 r` 00 ti 00 co ti CC) Ln Ln CC)
co o cn cn o Sri v v cri cn o
o o 0 0 0 0 0 0 0 1-0 o o CO 0 0 0 o 0 0 o o o co o co o CO
0 0 0 0 0 0 0 0 0 0 0 o 0 o CO CO co 0 0 o 0 CO 0 0 0 o 0 o co co co co 0 CO CO Project Milestone: PERMIT SUBMITTAL
c CV CV CV CV N CV N CV N CV N CV N CV N N N CV N CV N N N CV N CV N CV N CV CV CV CV CV N N
Sanitary Sewer
80+10 79+80 79+50 79+20 78+90 78+60 78+30 78+00 77+70 77+40 77+10 76+80 76+50 76+20 75+90 75+60 75+30 75+00 74+70
Line G1
w E
�o
Cl4ml I
��o