HomeMy WebLinkAboutC4.03 Drainage & Utility Plan Area 3 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 i ■ ■ ��
relieve the owner,engineer,or contractor of the responsibility to design , -
and/or construct those facilities in compliance with all current I - Notes:
applicable federal,state,and local laws,rules,regulations,ordinances, Sheet
development a reements,s ecifications,orders of approvals,all of T -_-
which the City retains the right to enforce.Inconsistencies not noted by _ _ -- o°o°o o°o°Citystaff shall not be construed as a I °°O°pproved unless specifically
_ - o°o°
mustaddressbe s b writing by the City.Any compliance
revision to these plans A OF SMISARCHITECTS
must be submitted for review and compliance with the Meridian City
I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION
Standards and Specifications before said revision is constructed. __. _- THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC
Name Mercedes Amador
Date ,voa/2s L---_ -_-- --- - -------------- -- --------- -- --- -------- - --- ---- - ------------- - ------ ---. SPECIFICATIONS AND DRAWINGS ANDTSE :DISCMEA CIES,TPPLEMENTAL
Permit Number LDIR-2025-0043 1 4-IN PVC _ _ PROJECT 26940 ALSO VIEJO PARKWAY SUITE 120
\11, IE:2624.86 _- � 4-IN PVC SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE PROJ AL ISO V JO CALIFORNIA 2656
4 ° °°° I °°o° 4 I S I E I 9
_- a
°°°� °°°°° ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD
_ IE:2626.33 + 1 . 949 . 757 . 32401SMS - ARC H . COM
o APPLIES.
o, 4"
■ 0 35-LF OF 4-IN B. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB, GUTTER, STORM DRAIN,
SD ° �, I °°o°000 � I CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
Q 7 LF OF 4-IN PVC AT CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERT DO NOT
W'SD 1 i 18-LF OF 4-IN PVC AT 0.71% MATCH PLANS.
z
T 4-LF OF 4-IN PVC AT 50.00% i I C. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE
0 0 4-IN PVC LOCATIONS.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
J Lin IE:2626.22 4 - ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES
6' I 4-IN PVC 3-LF
O - U) 4 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR ZpNAL E
cn IE: 2627.75 BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL ���$G\ST NG'1�
1 °® 4-IN PVC I rg. UNDERGROUND UTILITIES.
1 IE: 2625.25 I I °O I CFOF4 pVDgT _ D. NO PERMANENT STRUCTURES ARE ALLOWED WITHIN AN EASEMENT OR OVER 1 Q 9 _L
A WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES, o
I-I
TREES, DEEP-ROOTING BUSHES, ETC. JgSOF
N DEN
Storm Drain Keynotes: # 11/D3/2025
U
I y
o 60Aft 1. COORDINATE CONNECTION TO BUILDING ROOF DRAIN WITH PLUMBING PLANS.
o� 2. CONNECT STORM DRAIN TO EXISTING STORM DRAIN STUB.
3. INSTALL 4-IN NDS SPEE-D CHANNEL DRAIN W/CAST IRON GRATE PER DETAIL
13/C2.50. LENGTH PER PLAN.
CENTECAL
1 I I 6 4. PLANTER TO DRAIN TO STORM DRAIN SYSTEM PER DETAIL 5/C2.51. PROPERTIES , L C
BUILDING VCD
3289 E. LONGWING LN. I � I z
Water Keynotes:
IFF: 2629.00 I I
� I I � 1. POTABLE WATER MAIN/SERVICE OR SERVICE/SERVICE CROSSING-SEE WATER
Co
Qi RESTAURANT RETAIL RE i AIL RETAIL I NOTE NO.3 ON SHEET C0.00 AND IDAHO STATE PLUMBING CODE FOR
V-130 V-125 v-12o v-1oo I I SEPARATION REQUIREMENTS.
um I i 2. POTABLE/NON-POTABLE MAIN CROSSING-SEE WATER NOTE NO. 2 ON SHEET
Q O , I I C0.00 AND IDAHO STATE PLUMBING CODE FOR SEPARATION REQUIREMENTS.
El
Z � y ,1 I I I
I 3. REMOVE EXISTING TEE AND REPLACE WITH 8-IN CROSS AND ONE (1) 8-IN (FL x
Q Z C I o00
i MJ) GATE VALVE.
1 j I C I 4. INSTALL 1 8-IN 45°BEND (MJ x MJ)WITH THRUST BLOCK PER ISPWC SD-403.
LU
I 5. INSTALL 1 8-IN FLG TEE, 2-8-IN FLG x MJ ADAPTERS, 1 -8-IN x 6-IN FLG
1 I I REDUCER, 1 -6-IN FLG x MJ GATE VALVE.WITH THRUST BLOCK PER ISPWC
SD-403. Q3
�I 6. INSTALL FIRE SERVICE (SIZE PER FIRE SPRINKLER DESIGN)WITH TEE, GATE
U. , 9 9 8 I I VALVE AND THRUST BLOCK PER ISPWC SD-403.
v, I 6.1. CONNECT TO EXISTING FIRE SERVICE STUB.
U)
T-I C/)
MATCH EXISTING 5 8 7. NOT USED
6-IN PVC MATCH EXISTING I o � IE: 2621.90
IE:2622.64 9 20-LF OF 6-IN PVC AT 1.00% GAS
ELECTRICAL RE RISER 6-IN IE: 2620.48 5
4-IN PVC Sp 0 4-IN PVC 6" S ( S 8. INSTALL 2-IN DOMESTIC WATER SERVICE AND METER PER CITY OF MERIDIAN
57SF ��� V-103 $ I STANDARD W4.
9 18-LF OF 4-IN PVC AT 2.00% 4 4-IN PVC 1 4-IN PVC 1 105 SF 4-IN PVC 1 IE: 2622.37 I I 4-IN PVC
IE:2623.73 I
IE: 2626.17 IE: 2625.89 IE: 2626.21 9. COORDINATE CONTINUATION OF WATER SERVICE WITH BUILDING PLUMBING
10 12 � O� I i IE: 2621.90 5
5-LF OF 4-IN PVC AT 1.00% j
I ,,Oy ,o c PLANS.
O O'�, ° MATCH EXISTING 2 °
6�� 6'2AG 5-LF OF 4-IN PVC AT 1.00% IE: 2625.50 5-LF OF 4-IN PVC AT 1.00% I I Qy� 10. CAP AND MARK FOR FUTURE CONNECTION PER ISPWC SD 512.
28-LF OF 4-IN4 VC AT 1.00% 4"SD o 4-IN PVC 4 4 4-IN PVC A 11. REMOVE EXISTING 90 AND REPLACE WITH 8-IN X 6-IN TEE AND THRUST BLOCK.
��'•o OOo 33-LF OF 4-IN PVC AT 1.00% I Q IE: 2626.37 N I IE: 2628.07 I INSTALL 8-IN MJ X FLG GATE VALVE. ■
� I
16-LF OF 4-IN 12. INSTALL BLOW OFF PER CITY OF MERIDIAN SD W12. J
OOo .z 4-IN PVC I I �2.�F I PVC AT 2.93%
1 , 24-LF 2.5-IN PEA 4-IN PVC IE OUT: 2621.55 5-LF OF 4 IN PVC AT 45.00%
'ccS' 22-LF OF 6-IN PVC AT 1.00% co 7 RIM: 2628.13± --- - - o
1 6"SS -1 IE IN: 2621.80
IE: 2621.90, 6-IN PVC S � 10.08' J ° 4-IN PVC C
( ) 11-LF OF 4-IN PVC AT 2.00% q
20'PROPOSED CITY 4 T3. �I
-1 Tr7r It, 2626.29 00°
N ��� 7 WATER EASEMENT o Co I Sanitary Sewer Keynotes: #
"' 'i,S,� °o O O �� I I O O 19 LF OF 4-IN PVC AT 10.51% U ca
C , I n
C sF I I
10-LF OF 4-IN PVC AT 2.00% I MTR 26-LF FIRE SERVICE O6 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE N0. 2 ON SHEET C0.00. O
S I 7 10 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO.3 ON ■ y
4-IN PVC 8 7 7 o SHEET C0.00. W W
°°°°o°°°°°° ° °°°° °°°o°°°°°°°°°°
S 4-IN PVC I 4 O
y IE OUT: 2622.17 Cn 10-LF OF 4-IN PVC AT 2.00% z ��' ---- ---- 3. INSTALL 4-IN SEWER SERVICE AT 2.00%MINIMUM SLOPE UNLESS NOTED Q C
?%o IE IN:2622.42 � 10-LF 2-IN PE LU - L--
F 5 10-LF OF 4-IN PVC AT 2.00% 2 U) � � 10-LF 8-IN C900
FS FS FS 8"W 8"W 8"W W 8"W 8"W 8"W LU `_" 8"W 8'I 3 I OTHERWISE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. M LU
9 0 ° 187-LF 8-IN C900 "I 1 1 2 4. INSTALL 6-IN SEWER SERVICE AT 1.00%MINIMUM SLOPE UNLESS NOTED
�(vF 1 Oo � 1 32-LF OF 6-IN PVC AT 1.00% I � M 0
OTHERWISE PER ISPWC SD 511 AND MARK PER MERIDIAN SO SW3. uj
_
cc 32-LF 2-IN PE VC SSMH 6.5 4 27-LF OF.00 r I 8"W 5. CONNECT TO EXISTING SANITARY SEWER SERVICE STUB. MATCH INVERT 0
2"W o PVC AT 2.00% I �p w ELEVATION OF EXISTING PIPE (SHOWN APPROXIMATE), INSTALL TRANSITION
8 `� 170-LF OF 8-IN PVC AT 0.60% I N 4 I FITTINGS AS REQUIRED PER CITY OF MERIDIAN PUBLIC WORKS AND ISPWC a � Z Q
44 8-LF OF 6-IN PVC AT 1.00/° 24-LF 8-IN C900 o -
S SAN --�SS --- 8"SS 8"SS 8"SS 8"SS 8"SS 4 8 IN 00 STANDARD. INFORM ENGINEER OF ANY DISCREPANCIES.I - 00 --- 8'o� 8"SS 8"SSI SAN
4 58-LF OF 64N PVC AT 1.00% , CL -LF - C9 Q
M - ILU
6"SS 1 ,,NN � 3 o b i 90o I 6. GREASE INTERCEPTOR PER BUILDING PLUMBING PLANS. Q .+ 0 W
6 IN PVC 9 - 6"SS -- I N A I VC SSMH 7.5 ------ - I---- z _ C"
60
IE: 2621.81 -- r o I I 7. INSTALL 4-IN TRAFFIC RATED CLEAN-OUT PER ISPWC SD-506A. w NILU
r o � w W
---- ---------- ----------------------- ------------- ---- -------------- coJc.�
4-IN PVC O 29-LF OF 4 IN PVC AT 2.00% co O O Ico 11 m M = M � M M m m � m m � m 8. COORDINATE WITH BUILDING PLUMBING PLANS FOR CONTINUATION. � v
IE: 2622.91 4"SS - 6"W LIMITS OF WORK
7 I I ao 9. CAP AND MARK SERVICE LINE FOR FUTURE CONNECTION PER ISPWC SD-512.
9-LF OF 4-IN PVC AT 2.00% _� + 1
4-IN PVC 6-LF OF 4-IN PVC AT 2.00% -- 1 10. INSTALL 3000 GALLON GREASE INTERCEPTOR PARK EQUIPMENT COMPANY `` '' THE
■ I o I MODEL GT-3000 OR APPROVED EQUAL. `� ��//►j
II
IE IN: 2622.32 10
7 I I 1 I `
1 4-IN PVC ---------J o II
LAN D
1 IE OUT: 2622.08 o I co I .
a II - - GROUP
� � I 1 I
Q , i i 1 I N i TLG PN: 124038
I a0 I N0. DATE ISSUE
1, S0 81SD 8"SD 8"SD 81SD I Q 09/08/25 ADDENDUM #1
I I II Q 10/07/25 CITY COMMENTS #1
1 i , 0 12"SD 12"SD 12"SD 12"SD 12"SD i Q 11/03/25 CITY COMMENTS #2
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1 I II DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL
00 I I - AND UNPUBLISHED WORK OF SMS ARCHITECTS AND MAY NOT BE DUPLICATED,
USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT
I I I
PROJECT NO. 11001
II L DATE November 03, 2025
1 I I a DRAWING TITLE
a
1 i i Drainage & Utility Plan
Area 3
X ?
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T
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E
1 DRAWING NO.
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O C
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o g 8"W - 8"W - 8"W - 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W I l -
Z 108, P0Drainage & Utility Plan-Area 3 1°' 2°' 40
0
-0 I Horizontal Scale: 1" = 10'
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