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6.1 SHEET PRESSUREN IRRIGATION PLAN V1
3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND Q 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Q3 4" x 3/4" SADDLE MINIMUM ® 4" MAIN LINE MINIMUM QS 3/4" POLY PIPE 200 PSI © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND Q 3/4" BASS COMP. COUPLINGS ® 3/4" BRASS CURB STOP Q9 ROCK CHIPS ® 3" FEMALE ADD. �1 LOCATOR WIRE ® 3" PVC PLUG ® MARKER STEEL "T' POST v N.M.I.D "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL NOT TO SCALE 1Q 3" SDR 21" PVC RISER EXTED 18" ABOVE Q 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Q3 4" x 3/4" SADDLE MINIMUM ® 4" MAIN LINE MINIMUM Q5 8" x 3/4" BRASS NIPPLE © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUI Q7 3/4" BRASS CURB STOP ® ROCK CHIPS Q9 3" FEMALE ADD. ® LOCATOR WIRE Q 3" PVC PLUG ® MARKER STEEL " T" POST v N.M.LD "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL NOT TO SCALE DOMESTIC WATER METER AIR RELEASE VALVE BOX COVER OBLITERATE 1 )4 " 200 PSI RATED WORDS "WATER METER" OR EQUIVALENT FORD NO. X43 CAST IRON WITH 13 Yz "LOCKING LIDS 6„ z (V 20" PVC IN 1 CU. YD. DRAIN ROCK TO BOTTOM OF VALVE FOR SUPPORT AIR VENT STATION DETAIL NOT TO SCALE -------------- DOMESTIC WATER METER 1 J4 " CURB STOP BALL BOX COVER. OBLITERATE VALVE SUCH AS FORD WORDS "WATER METER" B11-666SW FROM LID. FORD NO. X43 CAST IRON WITH 13 Xz " LOCKING LIDS 1 20" PVC Xz " BRASS IN 1 CU. YD. PIPE RAIN ROCK TO 07 \TFOR OTTOM OF VALVE SUPPORT DRAIN VALVE DETAIL NOT TO SCALE = ID o KEYNOTES 0 CONNECT TO EX. 4" VALVE �_ a it d 0 CONNECT TO EX. 8" VALVE C C3 w 30 CONSTRUCT DRAIN VALVE PER DETAIL THIS SHEET. •wig z_ ~ 3 ® CONSTRUCT AIR VENT PER DETAIL THIS SHEET. W z 3 z = 50 LOWER PIRR MAIN THROUGH EX. 16" STEEL SLEEVE ® d 0.00% PER DETAIL SHEET 5.1 �Q (2) 5 LF SECTIONS 8" PIRR MAIN = Z w CONST. 22 LF 8" PIRR MAIN (CENTER 20 LF SECTION W UNDER GIRR CROSSING IN SLEEVE). LLJ (2) 45- BENDS (MJ) LLJ Z CONST. INVERT OF SLEEVE:2533.00 'CU C4 � Z WO NOTE: CONTRACTOR TO VERIFY ELEVATION, LOCATION W < o & SIZE PRIOR TO CONNECTION TO EX. VALVES — INSTALL (2) 2" SCH 80 SLEEVES AS SHOWN IN C± w THE SHEET. ADDITIONAL SLEEVES MAY BE NECESSARY. COORDINATE W/ DEVELOPER. NAL cj�o ST ERFc'LF� LEGEND 03/11/2022� Q� SUBDIVISION BOUNDARY LINE 7 8 8 2 - CENTERLINE 1 RIGHT-OF-WAY LINE fF� N t-. \ � LOT LINE PIT CONST. PRESSURE IRRIGATION LINE CHECKED BY: WITH IRRIGATION RISER DAVID A. BAILEY P.E. DRAWN BY: ® GATE VALVE W/RISER BD Q MAINLINE DRAIN Q AIR RELEASE VALVE SCALE IN FEET 1 "=50' Plans Are Accepted For Public Street Construction O -!.W APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. 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 laws, rules, regulations, ordinances, development agreements, specifications, orders or 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 addressed 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. M 0 z 3 0 Lj N Uj Q� o r tO a is it V J w d o � N 6 N o I z Z (0 • Q�jJ U J Z � O Z � Z Z Z 0 U _ W _ Q > 0 0 - m J W cn > - W Y 0 W W W U V) U V 0 W � J n >013-024 SHEET 6st