HomeMy WebLinkAboutC5.00 Sewer Plan & Profile rPPROVED FOR CONSTRUCTION
e plans and/or specifications have been reviewed for compliance
Meridian City Standards and Specfcations.This review does not
reeve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current I
applicable federal,state,and local laws,rules,regulations,ordinances, Sheet Notes:
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans I A. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C0.00.
must be submitted for review and compliance with the Meridian City A H I T E T
Standards and Specifications before said revision is constructed. BUILDING
Name Mercedes Amador _ I B. COORDINATE WITH BUILDING PLUMBING PLAN FOR CONTINUATION OF ALL Date 11/04/25
Permit Number LDIR-2025-0043 I 14, UTILITIES FROM THE STUB LOCATIONS SHOWN. 26940 ALISO VIEJO PARKWAY SUITE 120
3289 E. LONGWING LN. I ALISO VIEJO CALIFORNIA 92656
Cn I C. SEE SHEET C4.00 FOR ALL OTHER UTILITY INFORMATION. + 1 . 9 4 9 . 7 5 7 . 3 2 4 0 1 S M S — A R C H . C 0 M
1 iCD I = RESTAURANT
ce Q-140
D. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
1 II SEWER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, TRASH ENCLOSURES,
O RESTAURANT RETAIL RETAIL RETAIL I TREES, DEEP ROOTING BUSHES, ETC.
V-130 V-125 V-120 V-100 I
I I
LL
y l ° ; Legend:
N co1 1 I W WATER MAIN 4��$ G SAL
I
N SS SS SANITARY SEWER MAIN 10961
I I I
s r, SEWER MANHOLE �T�TE OF \ID�o
1 I I
I
1 i = 9SoN DEN
co
O SEWER CLEANOUT 111D312025
C
C/' I
'V I FIRE HYDRANT
GAS u
V-101 ELECTRICAL FIRE RISER I
611 C
57 SF V-102 V-103 \ i7 WATER MAIN VALVE
—Z70 SF 105 SIF
\ BLOWOFF HYDRANT CENTE CAL
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T � O PROPERTIES , LLC
Iam
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4"SE ao Omni _
ti� Iv �
CID CALLOUT NUMBERS COORDINATED
6"SD
ti6 o Keynotes: 1�O TO NUMBERED NOTES BELOW.
o N 1. POTABLEMON-POTABLE SERVICE CROSSING -SEE SEWER NOTE NO. 3 ON
6„SS oo Qr_ ——� q„
I s SHEET 00.00.
2. INSTALL SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD
co o co co I 00 co co SW3. SIZE PER PLAN.
O O I O O 2 t � °o��000
2cf. I — I
VC SSMH 6.5 Ile
8 — MTR o 0 0
62 —
2 — o0
48-IN MH PER ISPWC SD-501- ---- ------ — ---_ --- — -- L----- — — — — — --- -- �0000
RIM: 2627.69± — —2628- — — — — — — 2628
IE IN: 2621.15, 6-IN PVC (W) r r/) 'T — I
IE OUT: 2620.98, 8-IN PVC (E) �`) 1 1 \ - - - - - - - - - - - - - - - - - - - - - - - -
2628— _ r„
—
FS FS FS 11W 811W 811W W 811W 811W 811W 811W `_" 8nW 8 \
YV \
9001 �� 1 0
rn
CD L, \
cc W \ o 11
2"W a_ � a o Q111AI 11 8 W 8 W
CeD
170-LF OF 8-IN PVC AT 0.60% \
2 1 SAN "SS 8"SS 8"SS 8"SS 8"SS 8'SS 8"SS 8"SS 81ISS SAN VC SSMH 7.5
611ISS 48-IN MH PER ISPWC SD-501 — _ — -2629
\ 9po RIM: 2628.41± \
11 3 cn IE IN: 2619.96, 8-IN PVC (W)
O0 IE IN: 2619.86, 8-IN PVC (S)
Y/ ---- ---- -- -------- -------------- --- -------------- ----------- — IE OUT: 2619.86, 8-IN PVC (N)
co c
7 co
611W LIMITS OF WORK
-
I�
J — — —2 627— — — \ JT JT JT Z
J
�10 CZ
60
CID MEN [ ]
-------- ------ ---------------------------- - Z
10' 20'Sewer Plan & Profile W z
0
Horizontal Scale: 1" = 10' J
■
2630 2630 Y.1 W
SANITARY EWER: Sta. 0+00 - 2+50 O —
HORIZONTA SCALE: 1" = 10' M Ca
VERTICALSCALE: 1" = 11 Cc M Cc LU
� M
CL
2629 EXISTING GRADE AT 2629
LU CM o0
SEWER MAIN CENTERLINE cc 0
W
PROPOSED GRADE AT LO ■+
SEWER MAIN CENTERLINE a Q
M Q C.3
2628 _____ 2628 LU M 0 W
z0 LU
LU
CM LU
2627 2627
Gam►-�I' ��
a� THE
2626 2626
LAN D
EXISTING 8-IN PVC STORM DRAIN CROSSING GROUP
2625 2625 TLG PN: 124038
EXISTING 12-IN PVC STORM DRAIN CROSSING NO. DATE ISSUE
09/08/25 ADDENDUM #1
10/07/25 CITY COMMENTS #1
2624 2624 3
11/03/25 CITY COMMENTS #2
0
0
0
2623 2623 0
0
0
6-IN PVC SEWER SERVICE A
2622 2622 0
0
58-LF OF 6-IN PVC AT 1.00% 0
4-IN PVC SEWER SERVICE
2621 170-LF OF 8-IN PVC AT 0.60%
2621 0
DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL
AND UNPUBLISHED WORK OF SMS ARCHITECTS AND MAY NOT BE DUPLICATED,
VC SSMH 6.5 USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT
2620 48-IN MH PER ISPWC SD-501 2620
STA: 0+25, 0.00, 1
RIM: 2627.69±
PROJECT N0. 11001
IE IN: 2621.15, 6-IN PVC (W)
DATE November 03, 2025
IE OUT: 2620.98, 8-IN PVC 2619 - vc SSMH 7.5 2619 DRAWING TITLE
48-IN MH PER ISPWC SD-501
STA: 1+95.48, 0.00'L a RIM: 2628.41± Sewer Plan & Profile
IE IN: 2619.96, 8-IN PVC (W)
2618 IE IN: 2619.86, 8-IN PVC (S) 2618
IE OUT: 2619.86, 8-IN PVC (N)
CL In DRAWING NO.
� o
NLO
N " EXISTING GRADE AT PROPOSED GRADE AT
N SEWER MAIN CENTERLINE SEWER MAIN CENTERLINE
00
M M
N 2617 2617
0 Q r CID M CID M In O c0 CID N O) M O ti Lr) O T T M co O
U O O� W ~ ti I- O CO to CO O LC) to Ln In LI� to CO to CO O ~ O O O tb O tT O O M N O In O O O O C5mOO
Z CO O N ~ N ~ N ~ N ~ N ~ N N ~ N � N r-- ~ N � N ~ N ~ N ~ N � N � N ~ N O 00 O co O C\jN O C\jN O N O
T M CID N O N O N O N O N O N CO N O N O N O N O N co N co N O N O N O N O N O N O N O N O N O N O N
N O N O N O N O N O N co N CO N O N O N O N O N O N O N O N O N O N CO N O N co N O N O N O N O
c N N N N N N N N N N N N N N N N N N N N N N N N
0
f /
o 0 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+50
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