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HomeMy WebLinkAboutC4.01 Drainage & Utility Plan Area 1 rPPROVED FOR CONSTRUCTION e plans and/or specifications have been reviewed for compliance Meridian City Standards and Specfications.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 Sheet Notes applicable federal,state,and local laws,rules,regulations,ordinances, 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 SMSARCHITECTS addressed in writing by the City.Any proposed revision to these plans cn A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF must be submitted for review and compliance with thea Me Meridian City Standards and Specifications before said revision is constructed. r THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) Name Mercedes Arnador PDate 11104125 ermit Number LDIR-2025-0043 SPECIFICATIONS AND DRAWINGS AND THE CITY OF MERIDIAN SUPPLEMENTAL 26940 ALSO VIEJO PARKWAY SUITE 120 - _ SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES,THE PROJECT ALISO VIEJO � CALIFORNIA � 92656 ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD + 1 . 9 4 9 . 7 5 7 . 3 2 4 0 1 S M S - ARC H . C O M 0 II APPLIES. O O 12"SD 12"SD 12"SD 12"SD 12"SD 12"SD 12"SD 12"SD 12"SD B. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB, GUTTER, STORM DRAIN, �I CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERT DO NOT L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATCH PLANS. 8"SD 11 C. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES --------- TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR $1oSAL Ly,N a BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL ��5 ;�O\ST N UNDERGROUND UTILITIES. D. NO PERMANENT STRUCTURES ARE ALLOWED WITHIN AN EASEMENT OR OVER 10961 _____--- A WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES, TREES, DEEP-ROOTING BUSHES, ETC. �C I I II TE OF 0� SoN DEN I I I # 10/D�12025 Storm Drain Keynotes: I a I 1. COORDINATE CONNECTION TO BUILDING ROOF DRAIN WITH PLUMBING PLANS. T I 2. CONNECT STORM DRAIN TO EXISTING STORM DRAIN STUB. I I 3. INSTALL 4-IN NOS SPEE-D CHANNEL DRAIN W/CAST IRON GRATE PER DETAIL rn I 13/C2.50. LENGTH PER PLAN. _______________________________ _ ___________ ________________________________-------_ -__-_ ______________---� __ _------_ CENTECAL -- - - - LIMITS OF WORK - JT JT JT JT JT JT JT JT I IT 16 m � m $m m m m m m � m m T �T m m m m t I m m 4. PLANTER TO DRAIN TO STORM DRAIN SYSTEM PER DETAIL 5/C2.51. PROPERTIES , L L-C G G G G G G G G G G G G G G G G - G G G G - - G U_ o o _5 w Water Keynotes: 8' 811W 811W 8"W � 811W 8"W 8"W - -z z w- 8"W 8"W 8"W 8"W 8"W - r ¢ 1. POTABLE WATER MAIN/SERVICE OR SERVICE/SERVICE CROSSING-SEE WATER w w E; is 1 0 a NOTE NO.3 ON SHEET C0.00 AND IDAHO STATE PLUMBING CODE FOR SEPARATION REQUIREMENTS. --_ F----- - ---------------------- _ _ ------- ------------- -------_--__---_---_---_---_--------� -- ---_--�I ------_ 2. POTABLE/NON-POTABLE MAIN CROSSING-SEE WATER NOTE NO. 2ONSHEET C0.00 AND IDAHO STATE PLUMBING CODE FOR SEPARATION REQUIREMENTS. � I , 1 3. REMOVE EXISTING TEE AND REPLACE WITH 8-IN CROSS AND ONE (1) 8-IN (FL x EL 4 4-IN PVC I MJ) GATE VALVE. 1 IE: 2627.02 611SO 6"SD "SD i °o000 4. INSTALL 1 8 IN 45°BEND (MJ x MJ)WITH THRUST BLOCK PER ISPWC SD-403. r 12-LF OF 4-IN PVC AT 1.53% O 38 5. INSTALL 1 -8-IN 90°BEND (MJ x MJ)WITH THRUST BLOCK PER ISPWC SD-403. FM °I 6. INSTALL FIRE SERVICE (SIZE PER FIRE SPRINKLER DESIGN)WITH TEE, GATE 1 I 6.1 VALVE AND THRUST BLOCK PER ISPWC SD-403. 1LL L 6.1. CONNECT TO EXISTING FIRE SERVICE STUB. � I 1 I 31-LF OF 6- = 4-IN PVC = 7. NOT USED 0 IE: 2626.85 4 Q2 4-LF OF 6-IN PVC AT 1.00% 2 8. INSTALL 2-IN DOMESTIC WATER SERVICE AND METER PER CITY OF MERIDIAN 0 STANDARD W4. N I 12-LF OF 4-IN PVC AT 2.00% 1 0 0 9. COORDINATE CONTINUATION OF WATER SERVICE WITH BUILDING PLUMBING 6-IN PVC PLANS. - 1I O I I IE: 2626.05 ` I I 10. CAP AND MARK FOR FUTURE CONNECTION PER ISPWC SD-512. > i co1 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. o Lq II 12. INSTALL BLOW OFF PER CITY OF MERIDIAN SO W12. I z � N I ¢ � J T I I � II o cs I I UCD _ o II Sanitary Sewer Keynotes: cs o I o I W z II1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET CO.00. O ■ I I U. I 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE N0.3 ON y BUILDING W BUILDING SHEETC0.00 Wlit r l y I � II � � H = 3. INSTALL 4-IN SEWER SERVICE AT 2.00%MINIMUM SLOPE UNLESS NOTED I - 1 I 3300 E. LONGWING LN. OTHERWISE PER ISPWC SO AND MARK PER MERIDIAN SO SW3. COUTURE - NOT A PART I I Q CO � °u I I � I I II ° � a FF. 2629 270 4. INSTALL 6-IN SEWER SERVICE AT 1.00%MINIMUM SLOPE UNLESS NOTED _ O OTHERWISE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. LU co 1 4-LF OF 4-IN PVC AT 1.53% iiiiiiiiiiiit II 5. CONNECT TO EXISTING SANITARY SEWER SERVICE STUB. MATCH INVERT 0 ELEVATION OF EXISTING PIPE (SHOWN APPROXIMATE), INSTALL TRANSITION 1 MATCH EXISTING FITTINGS AS REQUIRED PER CITY OF MERIDIAN PUBLIC WORKS AND ISPWC a z Q o i 8-IN PVC 2 RETAIL RETAIL RETAIL EliII STANDARD. INFORM ENGINEER OF ANY DISCREPANCIES. M Q C.3 Cn IE: 2625.70 a M I � Z-100 Z-105 Z-110 w Q SD SD I 6. GREASE INTERCEPTOR PER BUILDING PLUMBING PLANS. Q 1■`l� � 1 I 7. INSTALL 4-IN TRAFFIC RATED CLEAN-OUT PER ISPWC SD 506A. w CMW z W 8. COORDINATE WITH BUILDING PLUMBING PLANS FOR CONTINUATION. o co II 9. CAP AND MARK SERVICE LINE FOR FUTURE CONNECTION PER ISPWC SD-512. III 10. INSTALL 3000 GALLON GREASE INTERCEPTOR PARK EQUIPMENT COMPANY o f I MODEL GT-3000 OR APPROVED EQUAL. oi tA�►� H E v, 20 EXISTING CITY OF `I r MERIDIANASEMENT UTILITY E II LAN D 4-IN PVC 9 I I IE: 2622.70 I I - G R O U P I � I II co I TLG PN: 124038 o I 1 I IIN0. DATE ISSUE Q 09/08/25 ADDENDUM #1 SD 1 I 1 1 1 I II Q 10/07/25 CITY COMMENTS #1 3 1 1 i I 0 I I o II o 12-LF OF 4-IN PVC AT 2.00% Q _61I 1 I CD 0 1 � 1 I I 0 1 z 1 4-IN PVC 4 0MW 0 0 0 IE:262E -- CD o' o I ONE 0 3 � o �12.67I 5-LF OF cn . EM O © [ Q N o 0 0 1 \ �0 \\LL�x• 10--i F OF 4-IN PVC AT 1.73% 19-LF OF 6-IN PVC AT 1 Q 7 4-IN PVC 4 IE: 2626.95 7 -- ------- --- -- --- --- - -- --- --- -- --- - -- - - 5-LF OF 4-IN PVC AT 2L00°/a DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL 1° 4-IN PVC 5 IE: 2620.81 ±0AND UNPUBLISHED WORK OF SMS ARCHITECTS AND MAY NOT BE DUPLICATED, 4-IN PVC IE OUT: 2621.57 USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT z IE IN: 2621.82 0 - - w ~ 2i w _ - PROJECT N0. 11001 I IIW 8" IL 811W 811W 811W 8'IW 8 - - - W 8IIW o l C„ - DATE October 07, 2025 ¢ - d F `' a - DRAWING TITLE I x = - Drainage & Utility Plan IL w I - N - Area 1 co r o 1 i^ SAN IDS - , =8"S= SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS � � � I� I� I� I� I� I� I� I� I� I� � � IC IIIIIIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIIIII� � � I� � I� I� � I� I� I� � I� I� o E Area 3 --- - � Area 3 DRAWING N0. �I 0 ico 0 4 I 1 O U N O -IF' 9F 4 PVC - ------------------------------- ----- --------- -- --- -------- - --- ---- - ----v-r � -------- \ n_ini o i t 0 " Drainage & Utility Plan-Area 1 10' 20' -0 N Horizontal Scale: 1" = 10' o � a