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Home My WebLink AboutC4.02 Drainage & Utility Plan Area 2 APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications.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 I I Sheet Notes: applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders is approvals,all of II I which the City retains the right to enforce.Inconsistencies not noted by NINE NINE NINE NINE �mim NINE m m NINE m City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City I I A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF Standards and Specifications before said revision is constructed. Name Mercedes Amador I I THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SMISARCHITECTS Date 11/04/25 II SPECIFICATIONS AND DRAWINGS AND THE CITY OF MERIDIAN SUPPLEMENTAL Permit Number LDIR-2025-0043 I I 26940 ALISO VIEJO PARKWAY SUITE 120 SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE PROJECT -- O O ALISO VIEJO CALIFORNIA 92656 ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD 1 1I + 1 . 949 . 757 . 32401SMS - ARCH . COM APPLIES. III I I B. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB, GUTTER, STORM DRAIN, 12"SD 12"SI1 I I CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO O O ° I I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERT DO NOT MATCH PLANS. I� C. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 1 I I ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES v, TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR ANAL II I ao I BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL �\ST ENGr� UNDERGROUND UTILITIES. o D. NO PERMANENT STRUCTURES ARE ALLOWED WITHIN AN EASEMENT OR OVER 09 1 1 I 1 I A WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES, TREES, DEEP-ROOTING BUSHES, ETC. gTf OF ��P�,�o,�, II � I V4, DEN� v N I Storm Drain Keynotes: 11/04/2025 N 1 I 1. COORDINATE CONNECTION TO BUILDING ROOF DRAIN WITH PLUMBING PLANS. 1 11 2. CONNECT STORM DRAIN TO EXISTING STORM DRAIN STUB. D I 3. INSTALL 4-IN NOS SPEE-D CHANNEL DRAIN W/CAST IRON GRATE PER DETAIL 13/C2.50. LENGTH PER PLAN. CENTE32 LF OF 4-14 SS C AT 1.56% I CAL L--------------------- ----- ----------------_ ---------------------------- ----�-- ------------J L--------- -- - - -------------_ 4. PLANTER TO DRAIN TO STORM DRAIN SYSTEM PER DETAIL5/C2.51. PROPERTIES , LLC _ LIMITS OF WORK 4 IN PVC 1 III T I� Illllllllllllllli� M M NINE NINE NINE NINE � � � � � � � � � � � �00 / IE: 2618.03- D -- Cn Cn ,,, w / 55 3 Water Keynotes: r `� cD Q LU �caA 6• mow 8„ 8„W 8II LU Q 811W 8"W 8"W 8"W 8"W - 8r1W Q� 811W 811W 811W 811 811W 8"W - \ w � �QJO 1. POTABLE WATER MAIN/SERVICE OR SERVICE/SERVICE CROSSING-SEE WATER 2 NOTE NO. 3 ON SHEET C0.00 AND IDAHO STATE PLUMBING CODE FOR JT JT o JT JT JT JT JT JT JT �� JT JT JT 1 SEPARATION REQUIREMENTS. cli O G G G G G G G G G G 20'PROPOSED CITY 4-IN PVC 6 7 2. POTABLE/NON-POTABLE MAIN CROSSING-SEE WATER NOTE NO. 2 ON SHEET --� -- -------�I ------ ------- ---- ---- --- --- UTILITY EASEMENT --- ------ ---- ---- -----� ---------- --- ---- ------ CO.00 AND IDAHO STATE PLUMBING CODE FOR SEPARATION REQUIREMENTS. r -I-- -IE IN: 2619.56 SD 12 D 1 D 12"S 12 D 12 D - 12 D 12 D 2 S S � S S S S f„ g 3. REMOVE EXISTING TEE AND REPLACE WITH 8-IN CROSS AND ONE (1) 8-IN (FL x `_ I} 1 N I 13-LF OF 4-IN PVC AT 2.00% � JT T JT ) MJ GATE VALVE. II F v z I C0 1 G G G o LU 8 I O O 4. INSTALL 1 8-IN 45°BEND (MJ x MJ)WITH THRUST BLOCK PER ISPWC SD-403. �o N I 9-LF OF 4-IN PVC AT 1.54% NINE D II o w o 7 70 5. INSTALL 1 8-IN FLG TEE, 2-8-IN FLG x MJ ADAPTERS, 1 -8-IN x 6-IN FLG O 38-LF FIRE SERVICE I I N 4-IN PVC 6" S 6"SS SS 6 SS REDUCER, 1 -6-IN FLG x MJ GATE VALVE.WITH THRUST BLOCK PER ISPWC 'IE OUT:2619.31 - cD SD-403. 0 3 cfl U N 6.1 FS I LIlW I z�' � � � 6. INSTALL FIRE SERVICE (SIZE PER FIRE SPRINKLER DESIGN)WITH TEE, GATE 1 I I � I 1 SD SD- VALVE AND THRUST BLOCK PER ISPWC SD-403. 31-LF OF 6-IN PVC AT 1.00% I i _ 6.1. CONNECT TO EXISTING FIRE SERVICE STUB. 00, 6"SD 1 ' D I � RR 4-LF OF 6-IN PVC AT 1.00% 4-LF OF 4-IN 31 LF OF 6 IN 20-LF 2.5-IN PE 7. NOT USED PVC AT 1.00% PVC AT 1.00% W -- -_5-LF OF 6-IN PVC AT 1.00% g 8. INSTALL 2-IN DOMESTIC WATER SERVICE AND METER PER CITY OF MERIDIAN n 1 STANDARD W4. 1 6-IN PVC 6-IN PVC 1 I 4-IN PVC 1 IE: 2626.06 In I 0 9. COORDINATE CONTINUATION OF WATER SERVICE WITH BUILDING PLUMBING IE: 2626.05 IE: 2626.06 TRICAL FIE SER 5-LF OF 4-IN PVC AT 1.00% 8 4-IN PVC r I _ PLANS. z-� 2 n . 1 4-IN PVC IE: 2620.20 � IE: 2626.06 Co " I 10. CAP AND MARK FOR FUTURE CONNECTION PER ISPWC SD-512. ,. I Z MATCH EXISTING � MATCH EXISTING I 11. REMOVE EXISTING 90 AND REPLACE WITH 8-IN X 6-IN TEE AND THRUST BLOCK. INSTALL 8-IN MJ X FLG GATE VALVE. 8-IN IE:2625.70 1 2 9 L9 6-IN IE: 2618.20 5 1 6 SS - I ■ I z o 12. INSTALL BLOW OFF PER CITY OF MERIDIAN SO W12. J UD �I � I 0 In I Z T S 1 I Sanitary Sewer Keynotes: II _ z ® _ W 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C0.00. O III 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON y ■ I SHEET C0.00. 1.1.1 W BUILDING Z 1 I � H II 1 I 3. INSTALL 4-IN SEWER SERVICE AT 2.00%MINIMUM SLOPE UNLESS NOTED C* C 3300 E. LONGWING LN. o I OTHERWISE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. eM I� LU II �FF: c/0 I 4. INSTALL 6-IN SEWER SERVICE AT 1.00%MINIMUM SLOPE UNLESS NOTED .a M 2629.20 o I = OTHERWISE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. W = C= 0 � 5. CONNECT TO EXISTING SANITARY SEWER SERVICE STUB. MATCH INVERT 0 II I ELEVATION OF EXISTING PIPE (SHOWN APPROXIMATE), INSTALL TRANSITION L0 1 I FITTINGS AS REQUIRED PER CITY OF MERIDIAN PUBLIC WORKS AND ISPWC a Z Q III STANDARD. INFORM ENGINEER OF ANY DISCREPANCIES. `M IQ � RETAIL RETAIL RETAIL Z-130 Z-135 Z-140 I 6. GREASE INTERCEPTOR PER BUILDING PLUMBING PLANS. z 0 Z a II o I Mmj 7. INSTALL 4-IN TRAFFIC RATED CLEAN OUT PER ISPWC SD-506A. w U.1 L N 1CM I `" I "' CJ 8. COORDINATE WITH BUILDING PLUMBING PLANS FOR CONTINUATION. o M II I u co CD I 9. CAP AND MARK SERVICE LINE FOR FUTURE CONNECTION PER ISPWC SD-512. 10. INSTALL 3000 GALLON GREASE INTERCEPTOR PARK EQUIPMENT COMPANY II MODEL GT-3000 OR APPROVED EQUAL. �1r04, ��' THE 1 low LAN D II N - - GROUP I TLG PN: 124038 I I II 7-LF OF 8-IN PVC AT 2.71% 1 I o NO. DATE ISSUE 8-IN PVC 1 I U Q 09/08/25 ADDENDUM #1 IE: 2625.71 cs 10/07/25 CITY COMMENTS #1 t r I 3 11/03/25 CITY COMMENTS #2 II SO DI 04 INLET PER ISPWC SD-601 b I Q RIM: 2628.59± 0„ 1 Co I Q SUMP: 2624.90 Mill Mill 0 IE OUT: 2625.90, 8 IN PVC (W) c� 1 � Q 4-IN PVC R I Q SD DI 01 IE:2627.00 4 INLET PER ISPWC SD-601 SD DI 02 SD DI 03 I g 0 0 o INLET PER ISPWC SD-601 INLET PER ISPWC SD-601 RIM: 2628.44± + + oo I RIM: 2628.46- RIM: 2628.46- �\ SUMP: 2625.70 SUMP:2625.33 SUMP: 2625.16 � ! 1 I Q 0 3 IE IN: 2626.00, 6-IN PVC (SW) IE OUT: 2626.33 8-IN PVC S IE OUT: 2626.16 8-IN PVC S P� 0 12,67' 5-LF OF 6-IN PVC AT 1.00% -IE OUT: 2625.70, EXISTING 8-IN PVC (S) O O y�JV o00 - I o p`Q I oCO o ® o _ I CO Q Co - 7SD 19-LF OF 6-IN PVC AT 1.00/° 0 1 a4 Do Q 13-LF OF 8-IN PVC AT 1.00% � 4-IN PVC - I'. IE: 2626.19 4 cs I Q 13-LF OF 8-IN PVC AT 1.00% 1 8-IN PVC 8-IN PVC IE: 2626 03 6-LF OF 4-IN ° 6 ,, IE: 2626.20 PVC AT 3.45/0 C p■ °0000° SD 12"SD 12'SD 12"SD 12"$ 12"SD 12"SD 12'$ 12" °oo° °°° SD DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL em -- -- - - -- -- mn - ------ --- --- -------- --- --- ---- --- --- -------- --- --- ----- ---- -- - -- -a------ -----• AND UNPUBLISHED WORK OF SMS ARCHITECTS AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT o°o 0000 0 000 0000 000 °o°°o°o°°° °°° ° ° "' 1 cn C) 1 o PROJECT N0. 11001 N DATE November 04, 2025 r 8"W 8"W 811W 8"W 8"W 8"W 8"W - 8"W I 8"W 8"W 811W 8"W 8"W - I DRAWING TITLE T T o T Drainage & Utility Plan ._ I G G G G Area N o � 'S 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS I 8"SS SAN 8"SS "SS 0 c` - �D DRAWING N0. Area 3 Area 4 rt7 U N U00 o 00 I C ® SD 4-IN PVC 4-IN PVC SD ' •----- --- --- ---- --- --- -------- --- --- -------- r----- -IC. 0Cn7ni 4 IC• 7��7�7 4 E4mO2 00 Drainage & Utility Plan-Area 2 1°' 2°' N-N Horizontal Scale: 1" = 10' o � a