HomeMy WebLinkAboutC4.10_Sanitary Sewer Line G U �I B7 L19 B7 L18 B7 L15 W Evening Sun St - — — _ _ I Sheet Notes: ��_„
M I O B7 L17 B7 L16
M 4 a N 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, r ��' T H E
+ c I N I II O O4 4 4 O 1 z M � CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO �,
) + J `� I o I co O I O I + J o CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT . LAND
Q L.L N M C3) p co O E �� O O p p .
C! O w O M C'n0 + J M O M O 1 Ch O 'A m
co
I MATCH PLANS. GROUP
+ m m I r` co �- cfl Q m m
U_ CV N p 0 + J r O + J C3� -� Q LWi N
C n O w O C�J N O + J 6� + J O O r (n �W
"' `� N o CO"' �; ° �, O° CO "� 1 I I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
cn o LLi N ¢ L:L_ N ¢ LL N U_ cv O I + B1 L32
cn o `—" c~ o w c i o w "' o `—" j r„ I y I APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
- ------- Q� I a FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
T0.40% ----- ---
-��8„SS 740 ------ - ------- _ UTILITIES.
-O _ ----------- o
SSMH 25 =
- --------- --------
O 271-LF OF 8-IN PVC AT 0.40%8 SS 13.47 * m _ v _0 3. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
8"SS, 64+00 175
SSMH 49 8„S$ 85-LF OF 8-INN PVC AT 3.60 ° LU
_ — —
— I 3 CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
2 � � - -- - - _ -�--- 0
- 2 n v 6'0 �
--- - a, 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
----,_----___ 8 W 81W 2 S Country View Way 2 SSMH 50 `9 + OF ISPWC DIVISION 300 AND SD-3011.
- 8"W 81W 811W 81.W o o BEDDING FILL SHALL BE
CONSTRUCTED PER SECTION 305 AND 3060E THE ISPWC.
-------
-----------
o STA:40+08.43
: OFF:45'L
# 2659.7 5. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
c. i B1 L33 SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
a'� ^' TREES, OR DEEP ROOTING BUSHES
rn �
1 Ln Ln I N r` z m
cm pNC c6 O
CV LO r` I
uu ' a I Cfl LC) c O
�Q � w � � I J
' m m
U&3 ' I B8 L2 j
� ; W I E
= 0+64.20
,-
COD
SSMH 26 4 T L m
I W �,, NP�S P` � 659.5
W �F F r '
COD ° $� , , nc e M J Keynotes:
CID
Y
e ti U') B1 L34
1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00.
Line G 0 30' N
2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET
Horizontal Scale: 1" = 30' C1.00. ■ . ■
2679 2679 3. NOT USED. W
Sewer Line G.: Sta. 62+10 - 65+70 y
HORIZONTAL SCALE- 111 — 30' 4. 4.INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2%GRADE TO LENGTH SHOWN PER mime
VERTICAL SCALE- 1 II — 31 ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3. Q
2676 2676
CL
2673 2673 Q
0
CD
C
2670 2670
W Q
C3also
Q �
2667 EXISTING GROUND AT CENTERLINE PIPE 2667
O
0
2664 2664 Q c z
Q
PROPOSED GROUND AT CENTERLINE PIPE CA
2661 A 2661 Q
QWATER SERVICE STORM Revisions 1--
CROSSING 12-IN PVC CROSSING
1. AGENCY COMMENTS 07-28-25
2 WATER SERVICE
2658 CROSSING 2658
2655 2655
271-LF OF 8-IN PVC AT 0.40%
8S'�F
OF8
SSMH 50 gT3 °
2652
5 48-IN DIA. PER ISPWC SD-501 600
STA: 64+49.27, 0.00, I
RIM: 2663.22-t
IE IN: 2653.77, 8-IN PVC (S) ��SZON T ENC
��G\ST
2649
IE OUT: 2653.69, 8-IN PVC (N) SSMH 25 2649
48-IN DIA. PER ISPWC SD-503
STA: 65+33.93, 0.00' 10961
RIM: 2664.34±
IE IN: 2650.64, 8-IN PVC (SE) J qTE OF \pP
�4sON
2646 IE IN: 2650.64, 8-IN PVC (S) 2646 DEN
IE OUT: 2650.54, 8-IN PVC (W) 0712512025
Project No.: 121172
3
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Date of Issuance: 07-28-2025
AT CENTERLINE PIPE AT CENTERLINE PIPE Project Milestone: PERMIT SUBMITTAL
2643 2643
m CID M m �, o N O N Lf> Sanitary Sewer
0') I� r N Cq 00 O ti N (D N
T CA � co C.C') � N N l!') W � � Line G
LC� LC� LIJ LO LC') CO LC� LC') Lf7 LC') l.f�
CO M CO M CO M CO M CO CO CO co CO M CO M CO M CO C6 CO C6 CO 4 CO
CD CO O C0 O CO CD C0 O CO C0 O CO O CO O CO O CO O CO O CO co C0
N O N O N O N O N CO N O N O N O N O N O N co N O N co
N N N N N N N N N N N N N
w E�
62+10 62+40 62+70 63+00 63+30 63+60 63+90 64+20 64+50 64+80 65+10 65+40 65+70
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