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CC - Construction Drawings N LO 00 WATER METER LEGENDS N BLOCK 1 BLOCK 1 1 III CIO � O3/4"DOUBLE METER SERVICE PER CITY OF S z III col MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 0 INSTALL 1"SERVICE FROM WATER MAIN. O O O O O O O III d OF MERIDAN STANDARD DRAWINGSSNGLE METER SERVICEPER W-1ITY AND W-2. 0 30' 60' O o INSTALL 1" SERVICE LINE FROM WATER MAIN. (n Q t5 LF 8"C900 t215 LF 8" 2 2 C900 f184 LF 8"C900 III CENTER OF WATER METER TO BE 2' BEHIND a w � � � BACK OF SIDEWALK (TYPICAL). SCALE 1" = 3O� w I+ F:�!I ��of ��^I NOTE: z + + + 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER <��--9--���// �'`n �'`n '�'`n "'.`n `n METERS AND WATERWORKS BRASS BE ANSI/NSF 61 (/ �`z �` CERTIFIED. 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER 5 6 } } ALL OTHER WATER LINES NEED 4' OF COVER. SEWER LEGEND J 4 -�- - +- 3 0 - L o f 2 EXISTING SSMH 1 s NEW 8"SEWER MAIN Q STA: 0+00.00 U SSMH 3 1 1 1 M 1 1 WATER NOTES EXISTING 8"SEWER MAIN V O w w w STA: 4+86.36 1 - J _ - _ LINE A I 3 ___------ 180 z o ±14 LF 8"C900 NEW 4"SEWER SERVICE �j 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN 4}� 36 S 4+0 5 3+0 3 2+0 s &1+00 3 - - SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER • 48" DIAMETER SEWER MANHOLE I"� 1 180' SSMH 2 E GRAYSON ST. 1 _____ METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND v_ F 1 SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 0 10.00 STA: 2+75.35 MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO EXISTING 48" DIAMETER SEWER MANHOLE Q m HAVE 4 FT OF MINIMUM COVER. w 0 4"SEWER SERVICE LABEL N C� ±40 LF 8"C900 ---------"--"-�-_----- LL --------------- - ---- ' 2.)AT ALL VALVES,TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS STA: = SEWER MAIN STATIONING THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD rSTA: 6+82 43.0' L OR R = LENGTH OF 4" O Q DRAWING SD-403 - 43 0' L SERVICE LEFT OR RIGHT OF MAIN LINE. INV. 27.48 INV 27.48 = 4"SEWER SERVICE DEPTH LL � 0 10 FEET BEHIND PROPERTY LINE. w O Q SERVICE LINES HAVE A MINIMUM 2% `n PROTECT IN PLACE EXISTING GRADE TO THE PROPERTY LINE. m 4"SEWER SERVICE TO RESIDENCE SAWCUT AS REQUIRED SEEISEET c3o SEWER WATER KEYNOTES 9 O O7 O O O O O O O1 POTABLE/NONPOTABLE PIPE CROSSING. SEE WATER NOTES 2&3 �J ON COVER SHEET C1.0 BLOCK 2 REMOVE EXISTING BLOWOFF ASSEMBLY AND CONNECT TO EXISTING O8"GATE VALVE. COORDINATE CONNECTION WITH THE CITY OF MERIDIAN INSTALL 22.50' ELBOW WITH THRUST BLOCK If "�-*-------------------- -------- t0 ___________ O4 INSTALL 8"TEE (FLGxMJ). 2 - 8"GATE VALVES OINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W4 LINE A PROFILE INSTALL: W 4+86 4+00 3+00 2+00 I+00 0+00 O - 8"x6"TEE VALVE (c) VERTICAL SCALE 1 1 - 6"GATE VALVE (FLGxMJ) � 311 LF 6"C-900 0 3' 6' 0 7 INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN W13 SCALE 1" = 3' O W INSTALL: 1 - 8"x6"TEE(ALL FLG) PROPERTY LINE NOTE: O 1 - 6"ADAPTER (FLGxMJ) g 1.)ALL SEWER PIPE LENGTHS ARE FROM 1 - 8"GATE VALVE 2670 - ---_ 2670 FACE OF MANHOLE TO FACE OF MANHOLE. t4 LF 6GACE VALVE (FLGxMJ) Q 2.) SEWER MANHOLES TO BE CONCENTRIC --- AND ARE TO BE INSTALLED WITH NO SUMPS. ------- FINISHED GROUND - SEWER KEYNOTES _ - - - 12"C 9 R I I CONNECT TO EXISTING SEWER MAIN. CALCULATED 8" INVERT AT 2657.87' - STORM DRAIN EXISTING GROUND z_ - I O CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF 266 �665 DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. II o "z 22 INSTALL 4 C-900 SEWER SERVICE. Y� II Uo z 8"WATER MAIN Z w I✓Z/ 2 I W o N I I I z N�"'� � o � w o z w 2660 12660.02 LF 8"SEWER®0.41% z LJ W 271.35 LF 8"SEWER®0.41% I � oo } 48"0 SSMH 3 4+86.36 LINE A-SWR RIM 2669.6t 48"0 SSMH 2 I (,� m o / 8" IN 2660.02-W-KNOCKOUT 8"OUT 2659.92-E RIM 265 LINE A-SWR U .. RIM 67.5t Q 8" IN 2659.07-W 48"0 SSMH 1 = a J 8"OUT 2658.97-E 0+00.00 LINE A-SWR E IDI� iD O APPROVED FOR o o o RIM 2667.6t AH / 2655 8"IN 2657.87-W 2655 J CONSTRUCTION YONAL 4"IN 2659.00-SW These plans and/or specifications have been reviewed for 5`' ,STE �t 8"OUT 2657.77-E compliance with Meridian City Standards and Specifcations. Q� e 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 applicable federal,state and local 4 laws,rules,regulations,ordinances,development agreements, 09/26/22 specifications,orders or approvals,all of which the City retains ° the right to enforce. Inconsistencies not noted by City staff shall Qyq'F OF not be construed as approved unless specifically addressed S,Kill 2650 2650 in writing by the City. Any proposed revision to these plans must 4+86 4+OQ 3+OQ 2+OQ +OQ +�� be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. Name Date C4. 1 00 LO N STREET LIGHT NOTES: N (PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) NOTE ���? ItT CIO CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION TYPE 2 STREET LIGHTS SHALL BE INSTALLED FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER METERS AND 0 AT LOCATIONS SHOWN IN PLAN STREET LIGHTS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY 0 AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. QQ 6 TYPE 1 DAVIT STREET LIGHTS SHALL BE S Z INSTALLED AT LOCATIONS SHOWN IN PLAN. TYPE ONE STREET LIGHTS TO BE METERED (n Q w 0 30' 60' w cl- Z SCALE 1" = 30' J J o II -u Q = 1 WATER METER LEGEND 0 Q BLOCK 1 III MERIDIAN STANDARDMETERBLE STANDARD D DRAWINGS W SERVICE R CITY O 1 A W-2. Z O " BLOCK 1 O INSTALL 1"SERVICE FROM WATER MAIN. (D 3/4-SINGLE METER SERVICEI II OF MERIDIAN STANDARD DRAWINGSPWR 1CITY AND W-2. (v / 8 7 6 5 4 $ 2 INSTALL 1"SERVICE LINE FROM WATER MAIN. Q o �I O O O O O O O I II mo CENTER OF WATER METER TO BE 2' BEHIND III w�/ o BACK OF SIDEWALK (TYPICAL). LL NOTE: O Q 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER U- 0 METERS AND WATERWORKS BRASS BE ANSI/NSF 61 w O Q CERTIFIED. m STREET LIGHT: 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER TYPE 2 ALL OTHER WATER LINES NEED 4' OF COVER Q XXXXXC I I I I I I �. 1 WATER NOTES W 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN I- LINE A — SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER — — III——————————- METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND s s SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSF E. GRAYSON ST. s s s�J 5 —————- HAVEE4TION WATER FT OF MINIMUM MAINS TO AVE 5 FT OF MINIMUM COVER.ALL OTHER MAINS TO - I,F-——— -' 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403 III I I I I I I I STREET LIGHT: II xxXXC SEE SHEET C 4. 1 STREET LIGHT: II TYPE 2 Q XXXXXC SEWER LEGENDLL Q s NEW 8"SEWER MAIN s G) Q Q T o EXISTING 8"SEWER MAIN NEW 4"SEWER SERVICE o T TTYYPEEI LIGHT: BLOCK 2 STREET LIGHT:A • 48" DIAMETER SEWER MANHOLE XXXXXC TYPE 1 L_L] JW XXXXXC EXISTING 48" DIAMETER SEWER MANHOLE LJ-I 0 0 STA: = SEWERVICE MAIN SBTATIONING �i - STA: 6+82 —_ — _ SERVICE OR R = LENGTH F MAIN —— SERVICE LEFT OR RIGHT OF MAIN LINE. INV. 27.48 INV 27.48 = 4"SEWER SERVICE DEPTH _ 10 FEET BEHIND PROPERTY LINE. SERVICE LINES HAVE A MINIMUM 2% BLOCK 2 ' 6 GRADE TO THE PROPERTY LINE. BLOCK 2 1 6 z o N Z —Z O SEE SHEET C3.2 W FOR FRONTAGE AMITY RD W N�� - a W Q z m Y U O a U Y !L U O m Q M 0 E IDIAN*- APPROVED FOR Q w w = Q IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for sTONAL compliance with Meridian City Standards and Specifcations. Q�� �STE F1 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 applicable federal,state and local it laws,rules,regulations,ordinances,development agreements, `F specifications,orders or approvals,all of which the City retains 09/26/22 the right to enforce. Inconsistencies not noted by City staff shall o F OF P'0 not be construed as approved unless specifically addressed c SqO soK1N��P in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. SHEET Name Date C4.0 N LO 00 WATER METER LEGENDS N BLOCK 1 BLOCK 1 1 III CIO � O3/4"DOUBLE METER SERVICE PER CITY OF S z III col MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 0 INSTALL 1"SERVICE FROM WATER MAIN. O O O O O O O III d OF MERIDAN STANDARD DRAWINGSSNGLE METER SERVICEPER W-1ITY AND W-2. 0 30' 60' O o INSTALL 1" SERVICE LINE FROM WATER MAIN. (n Q t5 LF 8"C900 t215 LF 8" 2 2 C900 f184 LF 8"C900 III CENTER OF WATER METER TO BE 2' BEHIND a w � � � BACK OF SIDEWALK (TYPICAL). SCALE 1" = 3O� w I+ F:�!I ��of ��^I NOTE: z + + + 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER <��--9--���// �'`n �'`n '�'`n "'.`n `n METERS AND WATERWORKS BRASS BE ANSI/NSF 61 (/ �`z �` CERTIFIED. 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER 5 6 } } ALL OTHER WATER LINES NEED 4' OF COVER. SEWER LEGEND J 4 -�- - +- 3 0 - L o f 2 EXISTING SSMH 1 s NEW 8"SEWER MAIN Q STA: 0+00.00 U SSMH 3 1 1 1 M 1 1 WATER NOTES EXISTING 8"SEWER MAIN V O w w w STA: 4+86.36 1 - J _ - _ LINE A I 3 ___------ 180 z o ±14 LF 8"C900 NEW 4"SEWER SERVICE �j 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN 4}� 36 S 4+0 5 3+0 3 2+0 s &1+00 3 - - SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER • 48" DIAMETER SEWER MANHOLE I"� 1 180' SSMH 2 E GRAYSON ST. 1 _____ METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND v_ F 1 SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 0 10.00 STA: 2+75.35 MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO EXISTING 48" DIAMETER SEWER MANHOLE Q m HAVE 4 FT OF MINIMUM COVER. w 0 4"SEWER SERVICE LABEL N C� ±40 LF 8"C900 ---------"--"-�-_----- LL --------------- - ---- ' 2.)AT ALL VALVES,TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS STA: = SEWER MAIN STATIONING THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD rSTA: 6+82 43.0' L OR R = LENGTH OF 4" O Q DRAWING SD-403 - 43 0' L SERVICE LEFT OR RIGHT OF MAIN LINE. INV. 27.48 INV 27.48 = 4"SEWER SERVICE DEPTH LL � 0 10 FEET BEHIND PROPERTY LINE. w O Q SERVICE LINES HAVE A MINIMUM 2% `n PROTECT IN PLACE EXISTING GRADE TO THE PROPERTY LINE. m 4"SEWER SERVICE TO RESIDENCE SAWCUT AS REQUIRED SEEISEET c3o SEWER WATER KEYNOTES 9 O O7 O O O O O O O1 POTABLE/NONPOTABLE PIPE CROSSING. SEE WATER NOTES 2&3 �J ON COVER SHEET C1.0 BLOCK 2 REMOVE EXISTING BLOWOFF ASSEMBLY AND CONNECT TO EXISTING O8"GATE VALVE. COORDINATE CONNECTION WITH THE CITY OF MERIDIAN INSTALL 22.50' ELBOW WITH THRUST BLOCK If "�-*-------------------- -------- t0 ___________ O4 INSTALL 8"TEE (FLGxMJ). 2 - 8"GATE VALVES OINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W4 LINE A PROFILE INSTALL: W 4+86 4+00 3+00 2+00 I+00 0+00 O - 8"x6"TEE VALVE (c) VERTICAL SCALE 1 1 - 6"GATE VALVE (FLGxMJ) � 311 LF 6"C-900 0 3' 6' 0 7 INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN W13 SCALE 1" = 3' O W INSTALL: 1 - 8"x6"TEE(ALL FLG) PROPERTY LINE NOTE: O 1 - 6"ADAPTER (FLGxMJ) g 1.)ALL SEWER PIPE LENGTHS ARE FROM 1 - 8"GATE VALVE 2670 - ---_ 2670 FACE OF MANHOLE TO FACE OF MANHOLE. t4 LF 6GACE VALVE (FLGxMJ) Q 2.) SEWER MANHOLES TO BE CONCENTRIC --- AND ARE TO BE INSTALLED WITH NO SUMPS. ------- FINISHED GROUND - SEWER KEYNOTES _ - - - 12"C 9 R I I CONNECT TO EXISTING SEWER MAIN. CALCULATED 8" INVERT AT 2657.87' - STORM DRAIN EXISTING GROUND z_ - I O CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF 266 �665 DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. II o "z 22 INSTALL 4 C-900 SEWER SERVICE. Y� II Uo z 8"WATER MAIN Z w I✓Z/ 2 I W o N I I I z N�"'� � o � w o z w 2660 12660.02 LF 8"SEWER®0.41% z LJ W 271.35 LF 8"SEWER®0.41% I � oo } 48"0 SSMH 3 4+86.36 LINE A-SWR RIM 2669.6t 48"0 SSMH 2 I (,� m o / 8" IN 2660.02-W-KNOCKOUT 8"OUT 2659.92-E RIM 265 LINE A-SWR U .. RIM 67.5t Q 8" IN 2659.07-W 48"0 SSMH 1 = a J 8"OUT 2658.97-E 0+00.00 LINE A-SWR E IDI� iD O APPROVED FOR o o o RIM 2667.6t AH / 2655 8"IN 2657.87-W 2655 J CONSTRUCTION YONAL 4"IN 2659.00-SW These plans and/or specifications have been reviewed for 5`' ,STE �t 8"OUT 2657.77-E compliance with Meridian City Standards and Specifcations. Q� e 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 applicable federal,state and local 4 laws,rules,regulations,ordinances,development agreements, 09/26/22 specifications,orders or approvals,all of which the City retains ° the right to enforce. Inconsistencies not noted by City staff shall Qyq'F OF not be construed as approved unless specifically addressed S,Kill 2650 2650 in writing by the City. Any proposed revision to these plans must 4+86 4+OQ 3+OQ 2+OQ +OQ +�� be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. Name Date C4. 1 00 LO N STREET LIGHT NOTES: N (PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) NOTE ���? ItT CIO CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION TYPE 2 STREET LIGHTS SHALL BE INSTALLED FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER METERS AND 0 AT LOCATIONS SHOWN IN PLAN STREET LIGHTS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY 0 AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. QQ 6 TYPE 1 DAVIT STREET LIGHTS SHALL BE S Z INSTALLED AT LOCATIONS SHOWN IN PLAN. TYPE ONE STREET LIGHTS TO BE METERED (n Q w 0 30' 60' w cl- Z SCALE 1" = 30' J J o II -u Q = 1 WATER METER LEGEND 0 Q BLOCK 1 III MERIDIAN STANDARDMETERBLE STANDARD D DRAWINGS W SERVICE R CITY O 1 A W-2. Z O " BLOCK 1 O INSTALL 1"SERVICE FROM WATER MAIN. (D 3/4-SINGLE METER SERVICEI II OF MERIDIAN STANDARD DRAWINGSPWR 1CITY AND W-2. (v / 8 7 6 5 4 $ 2 INSTALL 1"SERVICE LINE FROM WATER MAIN. Q o �I O O O O O O O I II mo CENTER OF WATER METER TO BE 2' BEHIND III w�/ o BACK OF SIDEWALK (TYPICAL). LL NOTE: O Q 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER U- 0 METERS AND WATERWORKS BRASS BE ANSI/NSF 61 w O Q CERTIFIED. m STREET LIGHT: 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER TYPE 2 ALL OTHER WATER LINES NEED 4' OF COVER Q XXXXXC I I I I I I �. 1 WATER NOTES W 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN I- LINE A — SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER — — III——————————- METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND s s SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSF E. GRAYSON ST. s s s�J 5 —————- HAVEE4TION WATER FT OF MINIMUM MAINS TO AVE 5 FT OF MINIMUM COVER.ALL OTHER MAINS TO - I,F-——— -' 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403 III I I I I I I I STREET LIGHT: II xxXXC SEE SHEET C 4. 1 STREET LIGHT: II TYPE 2 Q XXXXXC SEWER LEGENDLL Q s NEW 8"SEWER MAIN s G) Q Q T o EXISTING 8"SEWER MAIN NEW 4"SEWER SERVICE o T TTYYPEEI LIGHT: BLOCK 2 STREET LIGHT:A • 48" DIAMETER SEWER MANHOLE XXXXXC TYPE 1 L_L] JW XXXXXC EXISTING 48" DIAMETER SEWER MANHOLE LJ-I 0 0 STA: = SEWERVICE MAIN SBTATIONING �i - STA: 6+82 —_ — _ SERVICE OR R = LENGTH F MAIN —— SERVICE LEFT OR RIGHT OF MAIN LINE. INV. 27.48 INV 27.48 = 4"SEWER SERVICE DEPTH _ 10 FEET BEHIND PROPERTY LINE. SERVICE LINES HAVE A MINIMUM 2% BLOCK 2 ' 6 GRADE TO THE PROPERTY LINE. BLOCK 2 1 6 z o N Z —Z O SEE SHEET C3.2 W FOR FRONTAGE AMITY RD W N�� - a W Q z m Y U O a U Y !L U O m Q M 0 E IDIAN*- APPROVED FOR Q w w = Q IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for sTONAL compliance with Meridian City Standards and Specifcations. Q�� �STE F1 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 applicable federal,state and local it laws,rules,regulations,ordinances,development agreements, `F specifications,orders or approvals,all of which the City retains 09/26/22 the right to enforce. Inconsistencies not noted by City staff shall o F OF P'0 not be construed as approved unless specifically addressed c SqO soK1N��P in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. SHEET Name Date C4.0 LO 00 LO N N co O O �u S CO z II � � III Qcn BLOCK 1 0 30' 60' w BLOCK 1 O III z ±130 LF 6" PIRR SCALE 1" = 30' J Q III II III J o L III PRESSURE IRRIGATION KEYNOTES U 0 HOT TAP EXISTING 6"PRESSURE IRRIGATION MAIN WITH 6" o J O STAINLESS GATE VALVE. COORDINATE HOT TAP WITH CITY OF MERIDIAN PUBLIC WORKS. - � o 2 -- - -- 5 O INSTALL: 1 - 6"GATE VALVE. — 0 OINSTALL: 1 - 6"TEE WITH THRUST BLOCK. Uj ±42 LF 6"PIRR LL Ir E. GRAYSON ST. II O Q U_INSTALL±38 LF OF 12"C-900 SLEEVE. o m o Q INSTALL TYPICAL LOT SERVICES PER ISPWC SD-901. ----------------- INSTALL AIR VENT PER N.M.I.D. STANDARD DRAWING.THIS 6 SHEET. �' o i INSTALL DRAIN PER N.M.I.D. STANDARD DRAWING. THIS t111 LF 6" PIRR O SHEET. 77 88 REMOVE EXISTING 99 BEND AND INSTALL NEW 6"TEE. i 9 O O O O O O O O . I III 5 NOTE BLOCK 2 ±424 LF 6"PIRR 1. CONTRACTOR IS RESPONSIBLE FOR � s /-<Z5> /45 5 2 MEETING THE CITY OF MERIDIAN C) \ $ SPECIFICATION FOR CORRECT %R LOCATION PLACEMENT OF PI SERVICE AND T_ PIR PIR PIR Q 2 I 10 GATE VALVES. LOCATIONS SHOWN ON PLAN 6 7 ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. BLOCK 2 2. ALL WORK TO BE DONE PER ISPWC W AND NAMPA-MERIDIAN IRRIGATION DISTRICT L]___ STANDARDS. COORDINATE ALL INSPECTION 7D WORK WITH ENGINEER OF RECORD (208) U-) 639-1992. PRESSURE IRRIGATION TO BE (o AMITY RD. PRIVATELY OWNED AND MAINTAIN BY THE W SUBDIVISION HOA. o 0 N Z z � O N N WW = N O o N W Y !L �� � O m N CiVI E IDIAN�- APPROVED FOR U m < IDAHO CONSTRUCTION = Q J These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifcations. This review does not relieve the owner,engineer,or contractor SSVO ST FN of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state and local laws,rules,regulations,ordinances,development agreements, specifications,orders or approvals,all of which the City retains 94 2 the right to enforce. Inconsistencies not noted by City staff shall 09/26/22 not be construed as approved unless specifically addressed s o in writing by the City. Any proposed revision to these plans must c Tq rE of\oPe P be submitted for review and compliance with the Meridian City yq0 g K1N��� Standards and Specifications before said revision is constructed. Name Date SHEET C4.2