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Home My WebLink AboutC7.03 Utility Plan Area C "SS a" IAN " a"SS 8"SS a"SS s"SS s"SS s " � /�►,� Sheet Notes: .. 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO I �'��' THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN LAND oc STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE . 1 PERMITTED WITHOUT PRIOR APPROVAL. - GROUP _ 60 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, = I = B16 L12 B16 L1 I B15 L12 B15 L1 I I CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. 5,128-SF 5,128-SF = 5,128-SF 5,128-SF I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES ki B10 L7 BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 3.2 4,213-SF 1 FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE 2 -iT 5 � 1 TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR 5 SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585) � I FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 3.2 _ _ - = 2 3.2 I 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, B16 L11 B16 L2 B15 L11 B15 L2 {--___ _ CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO N 4,000-SF 4,000-SF 4,000-SF 4,000-SF O° CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH 00 1 1 B10 L8 - PLANS. cn °O 2 I I1 41213-SF cn = w o 0 N o 2 I - 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF 60 m U THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE z - CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 00 6 PI _ PHASE 1 B16 L10 B16 L3 B15 L10 B15 L3 i �, 3 2 1 i u J M 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� 5 I 2 2 3'2 I �_ B10 L9 1 I r 6. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. 4,213 SF METER SHALL HAVE TRAFFIC RATED LID. uj N 2 LLi 7. MINIMUM COVER OVER WATER LINES UNDER SECTION-LINE AND MID-SECTION LINE 00 3.2 �r„ 3 2 � ROADWAYS SHALL BE FIVE FEET FROM TOP OF PIPE TO FINISHED GRADE. IN ALL 00 3.2 Q 60 Qn OTHER AREAS, COVER SHALL BE FOUR FEET. B16 L9 B16 L4 I 2 B15 L9 B15 L4 3:= O° I 4,000-SF 4,000-SF = I 4,000-SF 4,000-SF I 1 I N 8. GROUNDWATER DATA BASED ON GEOTECHNICAL EVALUATION 2240-ID PERFORMED BY LU 2 H J ° GEOTEK, INC. ON APRIL 20, 2021 AND SUBSEQUENT GROUNDWATER MONITORING Q 13' I v 1234-LF 8-IN C900 I =� 13' B10 L10 C I I - I i o OBSERVATIONS. J I Q 13' _ J I 4,213 SF - 9. ACHD STAFF SHALL VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY B4 L7 I 166-LF 8-IN C900 I 2 CL ao - - - 2 I EXCAVATED. Z 8,790-SF I B16 L8 B16 L5 I B15 L8 B15 L5 Z Z I 10. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS 4,000-SF 4,000-SF 2 Cn 4,000-SF 4,000-SF CID2 I 3 2 Cr ENCOUNTERED WITHIN 3-FT OF THE BOTTOM DESIGN ELEVATION FOR ANY o I 3.2 3 2 � I 3.2 INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. a 11 \ I B10 L11 11. ALL WATER UTILITY PIPE, STRUCTURE,AND FITTING JOINTS SHALL HAVE SBR GASKETS = INCLUDED AT THE POINT OF CONNECTION. HDPE PIPE NOT ALLOWED UNDER PAVERS. . 4 I I I 2 ',., 4,177-SF 3.2 3.2 4-LF 8-IN C900 I 1 I i 2 1 2 2 B16 L7 B16 L6 i "" 2 B15 L7 B15 L6 I = \ 1 Water Keynotes: �� N \ \ — J I 5,128-SF 5,128-SF 5,128-SF 5,128-SF 1 _ ___ _ ___ _ __ _ _ _ _ _ ___ _ ___ _ __ _ ` __ _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ __ _ _ __ _ \ 1. POTABLE/NON-POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER NOTE 7.1 J 4 J 7.3 \ NO. 1 ON THIS SHEET FOR MORE INFORMATION. 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN WATER y AA 8 B10 L12 I NOTE NO. 2 ON THIS SHEET FOR MORE INFORMATION. 12-LF 6-IN C900 3. WATER METERS mi mi 4,422-SF 1 � 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 8„SS 14-LF 6-IN C900 a W R W 9.1 8.2 „W 132-LF 8 IN C900 98-LF 8-IN C900 1 2 °C STANDARD DRAWING W2 WITH SERVICE MARKER PER CITY OF MERIDIAN 2 N 243-LF 8-IN C900 4 W. LESINA ST. r ' STANDARD DRAWING SW3. MINIMUM SPACING BETWEEN WATER SERVICES IS O r T r 8.2/ 18-IN. 0. 8"SS 811SS "S 8" 8"SS 7.8 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN"*11 ' 2 2 2 8.4 9.2 STANDARD DRAWING W3 WITH SERVICE MARKER PER CITY OF MERIDIAN 11 ZI 24-LF 8-IN C900 STANDARD DRAWING SW3. MINIMUM SPACING BETWEEN WATER SERVICES IS w �"R/W7 1 4. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. O 3.2 9.1 8.2 "� 2 /� 1 5. REMOVE AND DISPOSE EXISTING BLOW-OFF ASSEMBLY. CONNECT TO EXISTING WATER �� — — — 3.2 3.1 R / n MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD (SHOWN APPROX.). y J 3.2 RI 1 CONFIRM PIPE SIZE,TYPE AND CONDITION PRIOR TO CONSTRUCTION, INFORM 0 — — — — — — —— — — — — — — — — — —— — — ——— — — — — — — —— — — —— — — — — — — — — — — — — —— — — — — — — — — — — — — 9.2 8.4 3.2 3.2 �\ , 9L ENGINEER OF ANY DISCREPENCIES. COORDINATE WITH CITY OF MERIDIAN PUBLIC 5 — — _ _ � o WORKS AS REQUIRED. 4-LF 8-IN C900 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) B 8,072-SF 10 L22 B10 L21 B10 L20 B10 L19 B10 L18 B10 L17 B10 L16 B10 L15 1 7.3. 45°8-IN (MJ X MJ) O 7,257-SF 6,946-SF 3: 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 1 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 Legend: Co O ' / SD STORM DRAIN Revisions 1� Utility Plan - Area C 0 30 W WATER MAIN 1. Horizontal Scale: 1" = 30' W EXISTING WATER MAIN 811SS 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 �gSZGSAL E1V r DOUBLE WATER SERVICE 568 s 09/02/2025 0 ATE OF �pP W.G 3 Project No.: 123200 5 Date of Issuance: 09.02.2025 Project Milestone: PERMIT a Utility Plan Area C E -m i3c C7mO3 ��o