The URL can be used to link to this page

Home My WebLink AboutC7.04 Utility Plan Area C - - - - - - - - "SS a" " a"ss 8"SS a"ss 8"ss a"ss a �. /�►,� Sheet Notes: ., 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO I �'��' T HE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN LAND oc ` STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE 1 _71 I I Ll I I I I I 7�7 1 =1� I I I I 1 17 1 1 1 1 d 1 PERMITTED WITHOUT PRIOR APPROVAL. .� - GROUP IN4 joi� — — — — — — —— — — — — — — — — — — — — — —— — — — - -- - - -- - - -- - - - - - -- - -- - - -- - � 00 9 — — — — 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN � ( O° ( APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, = I _ B16 LSF ,16 L1 B15 L12 B15 L1 CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. 5,12s SF 5128 SF - 5,128-SF 5,128-SF THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES ki B10 L7 BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 2 5 3.2 _r 4,213-SF I FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR - 5 SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. - I 3.2 I 13.2 - 2 T FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN 3 CONTRACTOR0 S G CU GU , S O , B16 Li 1 B16 L2 B15 Li 1 B15 L2 a. CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO �I 4,000-SF 4,00o sF 4,00o sF 4,00o sF O° i I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH co _ B10 L8 --- PLANS. 00 N 2 I I 4,213-SF O° 9) CD 2 i - 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF O° m I THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE I CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 6 PI PHASE 1 I I I J — — — 1-3 4,0co LSF ,00 L3 I I B15 L10 B15 L3 I co 3.2 I I 5. ALL BENDS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. PHASE 2 4,000-SF 4,000-SF I 4,000-SF 4,000-SF c� I 5 I I 2 2 I 3.2 I I I I r 6. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. B10 L9 I I - METER SHALL HAVE TRAFFIC RATED LID. 4,213-SF _ °C I 2 I 7. MINIMUM COVER OVER WATER LINES UNDER SECTION-LINE AND MID-SECTION LINE 3.2 I 60 w10 O° 3.2 I 2 � I ROADWAYS SHALL BE FIVE FEET FROM TOP OF PIPE TO FINISHED GRADE. IN ALL O° \1 3 2 Q Qn I OTHER AREAS, COVER SHALL BE FOUR FEET. B16 L9 B16 L4 I J i 2 B15 L9 B15 L4 I 3:DO O° I 4,000 sF 4,000 sF = I 4,000 sF 4,000 sF ICDI I I 8. GROUNDWATER DATA BASED ON GEOTECHNICAL EVALUATION 2240-ID PERFORMED BY Uj < 2 I ~ I C I ° GEOTEK, INC. ON APRIL 20, 2021 AND SUBSEQUENT GROUNDWATER MONITORING Q 13 I I v 234-LF 8-IN C900 I =� 13 I B10 L10 o OBSERVATIONS. o 9 I a I = I 4,213-SF -- 9. ACHD STAFF SHALL VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY B4 L7 I Q 166-LF 8-IN C900 I Q 13' I I CL 0 2 I EXCAVATED. s 7so sF I I z 2 1 I . Z B16 L8 B16 L5 B15 L8 B15 L5 Z I I rt I I 10. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS 4,0o0-SF 4,000-SF I 2 4,000-SF 4,000-SF I v, I I ENCOUNTERED WITHIN 3-FT OF THE BOTTOM DESIGN ELEVATION FOR ANY cc o i O° 2 I 3 2 I °° 3.2 W INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. 11. ALL WATER UTILITY PIPE, STRUCTURE,AND FITTING JOINTS SHALL HAVE SBR GASKETS a\ I I I B10 L11 INCLUDED AT THE POINT OF CONNECTION. HDPE PIPE NOT ALLOWED UNDER PAVERS. 4 I I I I 4,177-SF 3.2 I I 12 2 3.2 4-LF 8-IN C900 I 2 I B16 L7 B16 L6 I "" I B15 L7 B15 L6 I I I Water Keynotes: # I y �. 2 I 5,128-SF 5,128-SF I 2 I 5,128-SF 5,128-SF \ 1 _ ` 1. POTABLE/NON-POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER NOTE 1 — — — ——— — ——— — — 1 ` —— — — —— — — —— —— ——— — ——— — —— — — — — — — —— — — —— — — —— — _ � 4 7.3 �y \ N0. 1 ON THIS SHEET FOR MORE INFORMATION. 7 --.-- 4"PIRR 4"PIRR I 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN WATER y ® - NOTE N0. 2 ON THIS SHEET FOR MORE INFORMATION. 8„ B10 L12mmi 1 12-LF 6-IN C900 I 3. WATER METERS 4,422-SF I 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 8„ 14-LF 6-IN C900 9.1 8.2 1 2 °C STANDARD DRAWING W2 WITH SERVICE MARKER PER CITY OF MERIDIAN SS 811W R„W „W 132-LF 8-IN C900 98-LF 8-IN C900 2 N 243-LF 8-IN C900 W. LESINA ST. - 18ANDARD DRAWING SW3. MINIMUM SPACING BETWEEN WATER SERVICES IS 0 O r r r 3.2 8"SS 8"SS 'IS" 8" � 8"SS 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 2 2 2 8.4 9.2 7.3 STANDARD DRAWING W3 WITH SERVICE MARKER PER CITY OF MERIDIANcc ' 24-LF 8-IN C900 STANDARD DRAWING SW3. MINIMUM SPACING BETWEEN WATER SERVICES IS w R/W / 4. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. O 5. REMOVE AND DISPOSE EXISTING BLOW-OFF ASSEMBLY. CONNECT TO EXISTING WATER ■ _ _ 3.2 9.1 8.2 "� MAIN PER D MERIDIAN PUBLIC WORKS STANDARD _ _ — _ 7�73.2 3.1 R R I CONFIRM PIPE SIZE,ENTYPE AND CONDITION PRIOR TO CONSTRUCTION, INFORM 9.2 — — — — — — — — —— — — — — — — — — — — —— — ——— — — 3.2— — — —— — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 9.2 8.4 3 2 J 3 2 _ — — a ENGINEER OF ANY DISCREPENCIES. COORDINATE WITH CITY OF MERIDIAN PUBLIC ■ O — — 54-LF 8-IN C900 T WORKS AS REQUIRED. 6. CITY OF MERIDIAN UTILITY EASEMENT. ■ y 7. INSTALL BEND WITH THRUST BLOCK PER ISPWC SD-403. 7.1. 11.25°8-IN (MJ X MJ) B10 L24 B10 L23 B10 L13 I 7.2. 22.50°8-IN (MJ X MJ) 8,072-SF 7.3. 45°8-IN (MJ X MJ) B10 L22 B10 L21 B10 L20 B10 L19 B10 L18 B10 L17 B10 L16 B10 L15 I O 7,257-SF 6,946-SF � 8. INSTALL GATE VALVE 6,807-SF 6,817-SF 6,827-SF 6,837-SF 6,847-SF 6,857-SF 6,867-SF 6,648-SF B10 L14 °C 8.1. ONE (1)8-IN (FL X MJ) GATE VALVE. y 6,127-SF 8.2. TWO (2) 8-IN (FL X MJ) GATE VALVES. y =y 8.3. THREE (3) 8-IN (FL X MJ) GATE VALVES. cc 8.4. ONE (1)6-IN (FL X MJ) GATE VALVE. &00 CO 9. INSTALL TEE WITH THRUST BLOCK PER ISPWC SD-403. N 9.1. ONE (1)8-IN (MJ X FL)TEE ODE# c = CO 9.2. ONE (1)8-IN X 6-IN (MJ X FL)TEE cc 00 10. INSTALL CROSS c) a) 10.1. ONE (1)8-IN (MJ X FL) CROSS 3j -c� 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR 6"PIRR C L CY) CD Legend: Cm O 1 / SD STORM DRAIN Revisions 1Q UtilityPlan — Area C 0 30 W WATER MAIN 1. AGENCY COMMENTS- 10/24/25 Horizontal Scale: 1" = 30' W EXISTING WATER MAIN 81ISS SANITARY SEWER MAIN SANITARY SEWER MANHOLE OEXISTING SANITARY SEWER MANHOLE co 0 SANITARY SEWER CLEANOUT t FIRE HYDRANT ® WATER MAIN VALVE BLOWOFF ASSEMBLY LJ GASKETED CAP SINGLE WATER SERVICE �g�vZGSAL E1VG,r F DOUBLE WATER SERVICE 568 10/24/2025 qTE OF �pP d 9 'SW.G 3 Project No.: 123200 5 Date of Issuance: 09.02.2025 Project Milestone: PERMIT Utility Plan Area C s�— C7mO4 Mao