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CC - Pressure Irrigation ♦++ QOQ©®O®24579 11I 2—L —, IIII1III I 10 PI IIIIIIII I v>" �1'''8IIIIII IIIIIIII _IIIIIII II s '�\ � 8� Os 1 =_-�up_I uIIIIIIuIIIIIIlII- - III a Is & —® 0TAF N �O CCCa\� '3P o � � �oMNJwww� E DOMESTIC WATER METER 1 CURB STOP BALL KEYNOTES Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND DOMESTIC WATER METER AIR RELEASE VALVE BOX COVER. OBLITERATE VALVE SUCH AS FORD WORDS "WATER METER" 3" x 4" x 6" CINDER BLOCK (OR EQUAL) BOX COVER OBLITERATE 1 Y2 " 200 PSI RATED B11-666SW DCONNECT TO EX. 4" VALVEco aIT WORDS "WATER METER" OR EQUIVALENT FROM LID. FORD NO. X43 ■. � o .FO 4" x 3/4" SADDLE MINIMUM Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 4" MAIN LINE MINIMUM FORD NO. X43 CAST IRON CAST IRON WITH 13 Y2 CONNECT TO EX. 8 VALVE 3" x 4" x 6" CINDER BLOCK (OR EQUAL) WITH 13 Y2 LOCKING LIDS LOCKING LIDS 3/4" POLY PIPE 200 PSI 4" x 3/4" SADDLE MINIMUM CONSTRUCT DRAIN VALVE PER DETAIL THIS SHEET. � 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 4" MAIN LINE MINIMUM "'" % '' '"\\\ 3/4" BASS COMP. COUPLINGS CONSTRUCT AIR VENT PER DETAIL THIS SHEET. Z 6"8" x 3/4" BRASS NIPPLE 3/4" BRASS CURB STOP ,N 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND MOVIESROCK CHIPS 3/4" BRASS CURB STOP x �� LOWER PIRR MAIN THROUGH EX. 16" STEEL SLEEVE ® 3" FEMALE ADD. ROCK CHIPS 0.00% PER DETAIL SHEET 5.13 20" PVC Q LOCATOR WIRE 3" FEMALE ADD. / � 0" PVC (2) 5 LF SECTIONS 8" PIRR MAIN Z uj 4 / W® 3" PVC PLUG LOCATOR WIREV CONST. 22 LF 8 PIRR MAIN (CENTER 20 LF SECTION3 7 8 � ® MARKER STEEL "T" POST / �/ >+ W 4 3" PVC PLUG X / UNDER GIRR CROSSING IN SLEEVE). W MARKER STEEL T" POST 4 z(2) 45' BENDS _'� 0000NST. INVERT OF SLEEVE:2533.00 ; W// NOTE: CONTRACTOR TO VERIFY ELEVATION LOCATION Q N.M.I.D "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL a a 1 Yz ° � o % BRASS IN 1 CU. YD. U) all -N.M.I.D "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL DRAIN ROCK TO SIZE PRIOR TO CONNECTION TO EX. VALVES wD PIPE NOT TO SCALE NOT TO SCALE BOTTOM OF VALVE DRAIN ROCK TO BOTTOM OF VALVE FOR SUPPORT INSTALL (2) 2" SCH 80 SLEEVES AS SHOWN IN FOR SUPPORT THE SHEET. ADDITIONAL SLEEVES MAY BE NECESSARY. COORDINATE W/ DEVELOPER. AIR VENT STATION DETAIL DRAIN VALVE DETAIL s\pNAL F NOT TO SCALE NOT TO SCALE LEGEND C,\STE,� 3/11/2022 SUBDIVISION BOUNDARY LINE s m s s C ENTERLINE — ��-----� �RIGHTOFWAYLINE =.>' S.LOT LINE L 5 3 2 PI CHECKED BY. . DAVID A. BAILEY P.E.WITH IRRIGATION RISER PI PI DRAWN BY:pI PI GATE VALVE W/RISER BD IL__ JI 19 I I I I L_____J L_____JL_____J L__- L L L L- L- J L O MAINLINE DRAIN PI w— AIR RELEASE VALVE PHN DAET S— ... ? ... s N<... 0 s S - 54" 22.50° ELBOW L--------------- . COST Z BLOCK 4" P—IRR PIPE 3 LFCL - L e ------ o 4" P-IRR PIPE CONSTRUCT 9 LF CONSTRUCT 624 LFco I r- s FF— A 9 0=- O iuw 9r 4 PI T O2P3-wI R R IIIIIi II PIPE w 24 4IIIIII I w A� .: r IIIIIi P-IRR P;.;:;IP;:..;.;.:..;E �.j rII1III ---- -_ J1 III1II iI II -- � --- _- - -I (n UHo H Ld LdCL L A -- 04 P PI PIT PI PI PI PI�PI PI— I PI— � r ———— W4»x4»x4» TEE < BLOCK! 19 4i 22.50, E LBOIW 3 Qn 4x4x4" TEE W T z rONo1L--------- L---------- H. CONSTRU6T85 LF � -----------------4 P—IRR PIPE CONSTRUCT 85 LF 4» P-IRR PIPE L----------i L--------J L--------J L--------JL--------JL-------- -------- ---------' L--------JL------ J I-::: ----_--L---------------- . :: CONSTRUCT 51 LF rjj ^J w w900 SLEEVE w w L---------- �8 C4 P IRR PIPE w w - - - • • Il1IIIII r� -------------- F s ..::::.::::::.:::.............................I1II.i II..........I1III.I I .............::::::::.:::::::..................I1II.I II..........I1III .II........................:::::::.::::::.:........1III I.I.........1II.I II..._......_....._....._....._....._...._..::::—........III I.I s.. I I III I O4 11II I I 1III O IIII III ® ............I1II.I....:.I.:: s; -�--. �-s(2) 4 P-IRR VALVES F 1I ss�l11II - A _A O rOv!�O rr. Hr- A ST CONSTRUCT 52 LFIW. APGAR ST. 4„ P IRR PIPE Z CONSTRUCT 644 LF 8 C-900 SLEEVE. ---- ------- ---- r------- ------- -------g» P-IRR PIPE --------- --------7 r-------- 2) 4" P-IRR VALVES--- L---------------- CONSTRUCT 315 LF CONSTRUCT 101 LF 4" P—IRR PIPE 10 n ------__ 4 P-IRR P TDCONSTRUCT 101 LF 14" P-IRR PIPE Z Z 2 111 ' FUTURE JUMP CREEK CONSTRUCT 625 LF SUBDIVISION ---------------SERVICE TO EAT LL_ _ -- ---- W I III m•QNCC Ii-iJGYliI- . . I1II'II1I II . II IwIIII OO9 -w- L-L_—____—_J L_—___--_J L_____--_J L ____ .. 1 THE H GHlN 4" P-IRR PIPE O PI PI I PI PIPI PI P PI PI rr---- ———PI PI rBLOCK 21 1 4» 90° ELBOW CONSTRUCT 96 LF --------------- ; -�JD 4, P—IRR PIPE ----------------2 I,I1II1 I .. .. II II JIII=I„ - - R - - AA �nwNo SCALE I N F EET 1»_50r CONSTRUCT 73 _ 4" 11.25° ELBOW WWU0W) W L-------- ----__-- L—_ _____— 4" P IRR PIPE J --__—__—J L_—_----- L__—__---JO L----_—__J L_-------J L--------- Plans Are Accepted For Public ;»> >> Street Construction8 C-900 SLEEVE w w w . CONSTRUCT 51 LF 24 P-IRR VALVES o0w w w w w w w w stamping and signing the improvement plans, the Registered P-IRR —wW. RIVA CAPRIST. PIPE By _ - - - - Engineer ensures the District that the plans conform to all District i s - - - - - - - - _ -900 SLEE Variances or waivers must be specifical- ES ly and previously approved by the District in writing. Acceptance policies and standards. (2) 4" P—IRR AL" _ � a s of the improvement plans b the District does not relieve the Registered Engineer of these responsibilities. ...........:. BY DATE: — >VV ADA COUNTY HIGHWAY DISTRICT U BLO(CONSTRUCT 79 LF4� 11.25° ELBOW 4" P-IRR PIPECONSTRUCT 86 LF ... 4" P-IRR PIPE V)8"x8"x8" TEE 8" TEE(1) 8"x4" REDUCER C>V MNAPPROVED FOR, (1) 8"x4" REDUCER NORTH 20 CONSTRUCTION EAST MARK TO SURFACE BLOCK CONSTRUCT 14 LF 5 (1) 8 VALVE These plans and/or specifications have been reviewed forL L 8" P-IRR PIPE K PI p PI PI compliance with Meridian City Standards and Specifications. T P, , T CONSTRUCT 5 LF This review does not relieve the owner, engineer, or contractorPIAPI P, p,_ % PI PI % of the responsibility to design and/or construct those facilities PI PI Ply PI L°' F'�% PI�PI T 8" P-IRR PIPE CONSTRUCTCONSTRUCT 803 LF 8 90° ELBOW 183 LF in compliance with all current applicable federal, state and local W 8 P-IRR PIPE -IRR PIPE 8 90 ELBOW >:>:s>i>:'>:> 8P laws rules regulations, ordinances development agreements, ; specifications, orders or approvals all of which the City retains DATE- _--- the right to enforce Inconsistencies not noted by City staff shall 02-25-2021 — — nnot be construed as approved unless specifically addressed PROJECT: writing by the City. Any proposed revision to these plans must C2013-0240JW0- CU be submitted for review and compliance with the Meridian City -SHEET W. MCMILLAN ROAD Standards and Specifications before said revision is constructed. Name Date 6 •