HomeMy WebLinkAboutC4.04 Drainage & Utility Plan Area 4 APPROVED FOR CONSTRUCTION
These plans and/or specifications have been reviewed for compliance
with Meridian City Standaengineer,
and Specifications.of the This review does not
relieve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current _ Sheet Notes:
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of OnC+p O�i - 8'SS - J - 8-S'S' Area 2 8"SS - i'� - �Hn 8'SS - 'SS 8'SS Area 2 8'SS SAN
which the City retains the right to enforce.Inconsistencies not noted by _ U SS 8 - - - - -
add staff shall not be construed as approved unless specifically -
must bled b writing by the City.Any compliance
revision to these plans
meet be eubmitied,o„ev;awand comp,;an�e with the Meridian City . --_ A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF SMSARCHITECTS
Standards and Specifications before said revision is constructed. JELALNU1 THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC)
Name Mercedes Amador
Date J.„/04/25 SPECIFICATIONS AND DRAWINGS AND THE CITY OF MERIDIAN SUPPLEMENTAL
Permit Number LDIR-2025-0043 - p -0 0--�� 01_ � 26940 ALISO VIEJO PARKWAY SUITE 120
°° °° °° °° °° °° °0000°o°°° °
4 IN PVC Se SO SD °°°°°° SD SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE PROJECT
C 4-IN PVC °°°°°°°°°° SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD ALISO VIEJO CALIFORNIA 92656
- - --- --- ---- --- --- -------- --- --- -------- ------ L_ 4 4 ------------ -- ENGINEER + 1 . 9 4 9 . 7 5 7 . 3 2 4 0 S M S - A R C H . C 0 M
"IE: 2627.91 IE:2627.27 APPLIES.
4 ° I
35-LF OF 4-IN PVC AT 1.79% 4-IN PVC 4 /9h 1 - B. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB, GUTTER, STORM DRAIN,
48�F IE: 2627.76 OA 1 CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
35-LF OF 4-IN PVC AT 0.71% OFQ/N /�jiAG CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERT DO NOT
4-IN PVC !� C MATCH PLANS.
4-IN PVC 4 15-LF OF 4-IN PVC AT 1.79% 15-LF OF 4-IN PVC AT 1.79% C 9T
IE:2628.12 4 IE: 2628.18 2 ?oo I C. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE
4-IN PVC EXISTINGIE:2627.00 4 IE:2626.93 \ 4-IN PVCP TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR $�pNAL4-LF 4-IN PVC AT 1.79% jjj7��47
PATIO IE:2627.37 4 I BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL ��,5
4-IN PVC It 3-LF OF 4-IN PVC AT 2.00% Q 100 UNDERGROUND UTILITIES.4 5-LF OF 4-IN PVC AT 1.00% 7-LF OF 4-IN PVC AT 2.00% U)
IE: 2627.75 4-IN PVC o f� vn1 16-LF OF 4-IN PVC AT 1.00% ao D. NO PERMANENT STRUCTURES ARE ALLOWED WITHIN AN EASEMENT OR OVER 09 1
yg�FOF IE:2627.68 4-IN PVC 1 3-LF OF 4-INA WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
4N IE: 262709 VC IE:2627.38 \ 1TFOF� Q � Jq
H H 1 4-IN PVC \\ 1 SCN DEN
I 4-IN CO PER ISPWC SD-506A IE: 2627.38 ■
RIM: 2630.35± \ Storm Drain Keynotes. # 10/OS12D25
M IE: 2627.61,4-IN PVC (S) \ I � I 1. COORDINATE CONNECTION TO BUILDING ROOF DRAIN WITH PLUMBING PLANS.
a
\ 1 � 2. CONNECT STORM DRAIN TO EXISTING STORM DRAIN STUB.
4-IN PVC 1 11 00
IE: 2627.20 0 3. INSTALL 4-IN NDS SPEE-D CHANNEL DRAIN W/CAST IRON GRATE PER DETAIL
1 4-IN PVC , 13/C2.50. LENGTH PER PLAN. CENTE CAL
IE: 2627.51 +
1' o I 4. PLANTER TO DRAIN TO STORM DRAIN SYSTEM PER DETAIL 5/C2.51. PROPERTIES , L L C
6-LF OF 4-IN PVC AT 1.00% Q ! o
I 1
II I CDBUILDING1
zl
Water Keynotes.
z 3395 E. LONGWING LN. MATCH EXISTING o
2 80 1. POTABLE WATER MAIN/SERVICE OR SERVICE/SERVICE CROSSING-SEE WATER
_ RESTAURANT RETAIL RETAIL RETAIL RESTAURANT 8-IN IE:2626.93 J
Y 'LL Q 140 Q 130 FF: 2630.43 Q-120 Q 110 Q goo � = I I fD NOTE NO. 3 ON SHEET C0.00 AND IDAHO STATE PLUMBING CODE FOR
o
J SEPARATION REQUIREMENTS.
1 1
� I 2. POTABLE/NON-POTABLE MAIN CROSSING -SEE WATER NOTE N0. 2 ON SHEET
IE42627 01 VC 1 1 C0.00 AND IDAHO STATE PLUMBING CODE FOR SEPARATION REQUIREMENTS.
4-IN PVC 8-LF 4-IN PVC AT 2.00%MIN.
1 � LIL 3. REMOVE EXISTING TEE AND REPLACE WITH 8-IN CROSS AND ONE (1) 8-IN (FL x
IE: 2627.29 o MJ) GATE VALVE.
y
II 1 H 4. INSTALL 1 -8-IN 45°BEND (MJ x MJ)WITH THRUST BLOCK PER ISPWC SD-403.
l I.
I
0 1 5. INSTALL 1 -8-IN 90°BEND (MJ x MJ)WITH THRUST BLOCK PER ISPWC SD-403.
6. INSTALL FIRE SERVICE (SIZE PER FIRE SPRINKLER DESIGN)WITH TEE, GATE
I VALVE AND THRUST BLOCK PER ISPWC SD-403.
6.1. CONNECT TO EXISTING FIRE SERVICE STUB.
C2D
0
2
1
9 9 8. INSTALL 2-IN DOMESTIC WATER SERVICE AND METER PER CITY OF MERIDIAN
XISTING STANDARD W4.
5 8 � �
CD
2621.90 ul 9. COORDINATE CONTINUATION OF WATER SERVICE WITH BUILDING PLUMBING
S 4-IN CO PER ISPWC SD-506A 4-IN PVC
RIM: 2630.42± 8 ELECTRICAL IRE RISER PLANS.
1
IE: 2623.90 �� 10. CAP AND MARK FOR FUTURE CONNECTION PER ISPWC SD-512.
IN PVC IE: 2627.16, 8-IN PVC (S) 4-IN PVC 4-IN PVC 02S 6-IN PVC H 1
5 1 1 ��SF 102 SF 1
2621.90 IE: 2627.92 se IE: 2627.92 IE: 2627.96 11. REMOVE EXISTING 90 AND REPLACE WITH 8-IN X 6-IN TEE AND THRUST BLOCK.
lcOIF, � GCgI�O.c 10-LF OF 8-IN PVC AT 2.35% o INSTALL 8-IN MJ X FLG GATE VALVE.
4
�i,/, O-90 o MATCH EXISTING ° 5-LF OF 6-IN I 12. INSTALL BLOW OFF PER CITY OF MERIDIAN SD W12. ■
4 IN PVC 2 8-IN IE: 2626.93 5-LF OF 4-IN PVC AT 1.00/° 5-LF OF 4-IN PVC AT 1.00% PVC AT 1.00%
/ 4 I Z
98-LF OF 6-IN PVC AT 1.00% I 1
IE: 2628.07 � °
Oo 6"SD 6"5 6" D 6 15-LF FIRE SERVICE.,-, 6 I 1 Q
16-LF OF 4-IN
� PVC AT 2.93%
O,c I 1
g�Np�C 11-LF OF 4-IN PVC AT 2.00% -- - ----
Sp 4�. ° 6.1 20, PROPOSED CITY I o o Sanitary Sewer Keynotes. # Cs
3OC?o 3 19 LF OF 4 IN PVC AT 2.60% WATER EASEMENT I 6" S LU
Z
o O O o i 28 LF 2.5 iN PE I 1 1. POTABLE WATER MAIN CROSSING -SEE SEWER NOTE NO. 2 ON SHEET C0.00. o
4 4 IN PVC I I I
IE: 2627.41 I 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE N0. 3 ON ■ y
0o SHEET C0.00. W
12-LF OF�IN PVC AT 2.00% 4-IN PVC 7 I MTR I I W -
4-IN PVC I I o
IE OUT: 2622.93 I 8 I i I fD 3. INSTALL 4-IN SEWER SERVICE AT 2.00%MINIMUM SLOPE UNLESS NOTED Q C
IE IN: 2623.18
- °°° OTHERWISE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. M
°°°° °°°
I 1 M � LU
a
6 z \ I I 1 4. INSTALL 6-IN SEWER SERVICE AT 1.00% MINIMUM SLOPE UNLESS NOTED
N I I OTHERWISE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. W = O�
Cn
J I p
z r I 5. CONNECT TO EXISTING SANITARY SEWER SERVICE STUB. MATCH INVERT
� O cis ELEVATION OF EXISTING PIPE (SHOWN APPROXIMATE), INSTALL TRANSITION
CD LU
Q
811W 811W 811W w 811W �r
FITTINGS AS REQUIRED PER CITY OF MERIDIAN PUBLIC WORKS AND ISPWC a Z C■■'
w } I O I I Co STANDARD. INFORM ENGINEER OF ANY DISCREPANCIES.
0 W
C\j1CIO 6. GREASE INTERCEPTOR PER BUILDING PLUMBING PLANS. Q
7. INSTALL 4-IN TRAFFIC RATED CLEAN-OUT PER ISPWC SD-506A. v OO W Z
- - -- -------------------------------- --- --- - N ~ W
z
G G I G G G G G G G G G G I 8. COORDINATE WITH BUILDING PLUMBING PLANS FOR CONTINUATION. LU
JT JT - JT I JT JT JT JT JT JT T 1 JT
I 9. CAP AND MARK SERVICE LINE FOR FUTURE CONNECTION PER ISPWC SD-512.
00
LIMITS OF WORK I I 1 W 10. INSTALL 3000 GALLON GREASE INTERCEPTOR PARK EQUIPMENT COMPANY
oo MODEL GT-3000 OR APPROVED EQUAL. F��� T H E
I �-
LAN D
JT - JT JT JT I I 1 I
L---------J I 1 i HUP
II 1
TLG PN: 124038
INO. DATE ISSUE
09/08/25 ADDENDUM #1
' 1 I 10/07/25 CITY COMMENTS #1
I I
III I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � O
SD SD I s0
12"SD 12"SD 12"SD 12"SD 12"SD 12"SD 12"SD 12"SD 12"SD 12"SD I I 1
I � 0
p
II C I i U o
i l0 0
11 � 0
� I � o
M I
0
II Ca � 0
7-LF OF 4-IN PVC AT 2.00%
I IRR DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL
r AND UNPUBLISHED WORK OF SMS ARCHITECTS AND MAY NOT BE DUPLICATED,
I 4 4-IN PVC USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT
IE: 2627.63
1 Ig T PROJECT NO. 11001
1 DATE October 08, 2025
1 12-LF OF 4-IN PVC AT 2.00% 1
to DRAWING TITLE
M
IL Drainage & Utility Plan
i I g Y
a a I
T 4-IN PVC Area 4
O I.
1 4 IE: 2627.74
o .�
1
0 1 DRAWING NO.
------- --------------- ------------- --------------- ------------ -------------- ----- ------- -------
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CO M p[ co
� N 80
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In U U C4m
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M Drainage & Utility Plan-Area 4 1 1°' 2°'
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oHorizontal Scale: 1" = 10'
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