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HomeMy WebLinkAbout6.1 SHEET PRESSUREN IRRIGATION PLAN V1APPROVED )r :: 05M9,22 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 QQ 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND Q 3/4" BASS COMP. COUPLINGS QS 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.I.D "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL NOT TO SCALE 4 I D I , L BLOCK CK_ l.7LGL -0 GtL I I I I I I I I I I I I I I I I I I I I I I I I I I I I r 2 __-_ 18 I 14 I I 13 I I I 12 I 11 I I I 10 I I I I O9 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I rO I I I `----J ----J L---J L----I L----I L-----I L----J L----J ( ______________ J I' �___________ !LF O I I a j J 17 r- o N3 - - - - ---- IZ i O CONSTRUCT 3 LF r 4" P-IRR PIPE I I I0r' I CONSTRUCT 624 PIP " P-IR-R LF L_______________ C r----------- III v Im ZI I LP --- p �I ------- -4 r1I aa D to 44x4" TEE 4 I- I I I Im I I Il I I I I I I I I I L_ ____ - __--_ J I O ---- CONSTRUCTi 85 LF I a l O6 I I I — \--------JI —Ills 3 I � I 4 P—IRR PIPE I I I -----J�--------J� I I I I I I I I I I I I I I I I I I 0 L--------------- J CONSTRUCT 51 LF I° 4" P-IRR PIPE 8 C-900 SLEEVE _ (2) 4" P-IRR VALVES - - Ilf a vv. mrvAR ST. I° CONSTRUCT 644 LF �8" P-IRR PIPE � 1 ------- �- � I I I --- - - - - -� I I I I r-------- I I I I -------- I I I I r--------- I I I I --------r I I I I 1 I I I CONSTRUCT 101 LF I I I I I I I I I P—IRR PIPE I I I I I I I I I I° 13 iI 12 8 10 O a Z j CONSTRUCT 625 LF ' � a 4" P-IRR PIPE ° I r � I I I 0 PI I PI P p7=PI PI PI PI P I _ I° Im v �.�: I 4" 90° ELBOW I I I 1 D 14 II I i I 15 I I I I I 18 I I I I I I 17 I I I I I I 1 la I I I I I I I 19 I I I I I I @ I I I I I I I I I I I I I I I I° r V I I I I I L - I - I I I I I I W. RIVA CAPRI ST. N) - - - - - - - - - ,a O I I� i III j / I ° BLOCK 20 PIS P PIS PI PIS PI J � PI II PI-T" I u " -T 3 CONSTRUCT 803 LF-/ 8° 8" P-IRR PIPE90ELBOW D O M EST I C W "A T E R METER ETER �(zV � AI R RELEASE VA LVE BOX COVER OBLITERATE 1 )4 " 200 PSI RATED WORDS "WATER METER" OR EQUIVALENT FORD NO. X43 CAST IRON WITH 13 Yz LOCKING LIDS 60 " PVC \SN1CU. YD.I DRAIN ROCK T O 13 BOTTOM OF VALVE OR SUPPORT AIR VENT STATION DETAIL NOT TO SCALE - IIIII IIII IIIII IIII IIII 1 IIIIIIIIIII II1I11 11II11 i r r ----- 1 r ----- 1 r ----- 1 I I I I I I I I I A 4" 22.50' ELBOW CONSTRUCT 11 LF 4" P-IRR PIPE FCONSTRUCT 9 L 4" P-IRR PIPE DOMESTIC OMEST IC WATER METER " 1 h " CURB STOP BALL L BOX COVER. OBLITERATE VALVE SUCH AS FORD WORDS "WATER METER" B11-666SW FROM LID. FORD NO. X43 CAST IRON WITH 13 Y2 LOCKING LIDS 0" P VC 1BRASS INA1 CU. YD. PIPE RN ROCKTO TFOR OTTOM OF VA LVE SUPPORT DRAIN VALVE DETAIL NOT TO SCALE - IIIII - - P- 4 I - - - - IIII IJj l LIIIIIj I I i - - - - JIIIII II II - ( o _ � �I to OOO IiI1 _ I _ BLOCK! 1 19 3\_4" 22.50' ELBOW 47x4"x4" TEE D 21 20 1I O O CONSTRUCT 85 LF r I 4" P-IRR PIPE -to---------------- W.--------------- APGAR ST. CONSTRUCT 52 LF 4" P-IRR PIPE 8" C-900 SLEEVE r_------- ------- --------1 2) 4" P-IRR VALVES--- �____ --____ CONSTRUCT 315 LF ______ 4" P-IRR PIPE �4 CONSTRUCT 101 LF Z Pm4" P-IRR PE D14 FUTURE JUMP CREEK L SUBDIVISION SERVICE TO 31 AT I THE HHqH_F OlINT ------------------ L 21 1 ---'4j"x4' TEE — I CONSTRUCT 96 LF-- O O 4" P-IRR PIPE ----------------- 3 RUCT 73 n' 4" 11.25' ELBOW RR PIPE �---------CT900SLEEVE 2) 4 P-IRR VALVESCONSTRUCT 51 LF 4" P-IRR PIPE - - _ _ - 8' C-900 SLEEVE _ (2) 4" P-IRR VALVES " P r pl 4" 11.25' ELBO) BLO(CONSTRUCT 79 LF CONSTRUCT 86 LF 4" P-IRR PIPE 4" P-IRR PIPEE8"x8"x8" TEE 8TEE(1) 8"x4" REDUCER (1) 8"x4" REDUCER NORTH STUB EAST MARK TO SURFACEECONSTRUCT 14 LF (1) 8' VALVE 8" P-IRR PIPE T T CONSTRUCT 5 LF P' 8P-IRR PIPEP EO�CONSTRUCT 183 LF 90° LBW 8" P-IRR PIPE 8" 900 ELBOW W. MCMILLAN ROAD - IIIII IIII IIIII IIII IIII 1 IIIIIIIIIII II1I11 11II11 i r r ----- 1 r ----- 1 r ----- 1 I I I I I I I I I A 4" 22.50' ELBOW CONSTRUCT 11 LF 4" P-IRR PIPE FCONSTRUCT 9 L 4" P-IRR PIPE DOMESTIC OMEST IC WATER METER " 1 h " CURB STOP BALL L BOX COVER. OBLITERATE VALVE SUCH AS FORD WORDS "WATER METER" B11-666SW FROM LID. FORD NO. X43 CAST IRON WITH 13 Y2 LOCKING LIDS 0" P VC 1BRASS INA1 CU. YD. PIPE RN ROCKTO TFOR OTTOM OF VA LVE SUPPORT DRAIN VALVE DETAIL NOT TO SCALE - IIIII - - P- 4 I - - - - IIII IJj l LIIIIIj I I i - - - - JIIIII II II - ( o _ � �I to OOO IiI1 _ I _ BLOCK! 1 19 3\_4" 22.50' ELBOW 47x4"x4" TEE D 21 20 1I O O CONSTRUCT 85 LF r I 4" P-IRR PIPE -to---------------- W.--------------- APGAR ST. CONSTRUCT 52 LF 4" P-IRR PIPE 8" C-900 SLEEVE r_------- ------- --------1 2) 4" P-IRR VALVES--- �____ --____ CONSTRUCT 315 LF ______ 4" P-IRR PIPE �4 CONSTRUCT 101 LF Z Pm4" P-IRR PE D14 FUTURE JUMP CREEK L SUBDIVISION SERVICE TO 31 AT I THE HHqH_F OlINT ------------------ L 21 1 ---'4j"x4' TEE — I CONSTRUCT 96 LF-- O O 4" P-IRR PIPE ----------------- 3 RUCT 73 n' 4" 11.25' ELBOW RR PIPE �---------CT900SLEEVE 2) 4 P-IRR VALVESCONSTRUCT 51 LF 4" P-IRR PIPE - - _ _ - 8' C-900 SLEEVE _ (2) 4" P-IRR VALVES " P r pl 4" 11.25' ELBO) BLO(CONSTRUCT 79 LF CONSTRUCT 86 LF 4" P-IRR PIPE 4" P-IRR PIPEE8"x8"x8" TEE 8TEE(1) 8"x4" REDUCER (1) 8"x4" REDUCER NORTH STUB EAST MARK TO SURFACEECONSTRUCT 14 LF (1) 8' VALVE 8" P-IRR PIPE T T CONSTRUCT 5 LF P' 8P-IRR PIPEP EO�CONSTRUCT 183 LF 90° LBW 8" P-IRR PIPE 8" 900 ELBOW W. MCMILLAN ROAD - IIIII - - P- 4 I - - - - IIII IJj l LIIIIIj I I i - - - - JIIIII II II - ( o _ � �I to OOO IiI1 _ I _ BLOCK! 1 19 3\_4" 22.50' ELBOW 47x4"x4" TEE D 21 20 1I O O CONSTRUCT 85 LF r I 4" P-IRR PIPE -to---------------- W.--------------- APGAR ST. CONSTRUCT 52 LF 4" P-IRR PIPE 8" C-900 SLEEVE r_------- ------- --------1 2) 4" P-IRR VALVES--- �____ --____ CONSTRUCT 315 LF ______ 4" P-IRR PIPE �4 CONSTRUCT 101 LF Z Pm4" P-IRR PE D14 FUTURE JUMP CREEK L SUBDIVISION SERVICE TO 31 AT I THE HHqH_F OlINT ------------------ L 21 1 ---'4j"x4' TEE — I CONSTRUCT 96 LF-- O O 4" P-IRR PIPE ----------------- 3 RUCT 73 n' 4" 11.25' ELBOW RR PIPE �---------CT900SLEEVE 2) 4 P-IRR VALVESCONSTRUCT 51 LF 4" P-IRR PIPE - - _ _ - 8' C-900 SLEEVE _ (2) 4" P-IRR VALVES " P r pl 4" 11.25' ELBO) BLO(CONSTRUCT 79 LF CONSTRUCT 86 LF 4" P-IRR PIPE 4" P-IRR PIPEE8"x8"x8" TEE 8TEE(1) 8"x4" REDUCER (1) 8"x4" REDUCER NORTH STUB EAST MARK TO SURFACEECONSTRUCT 14 LF (1) 8' VALVE 8" P-IRR PIPE T T CONSTRUCT 5 LF P' 8P-IRR PIPEP EO�CONSTRUCT 183 LF 90° LBW 8" P-IRR PIPE 8" 900 ELBOW W. MCMILLAN ROAD = D E KEYNOTES 0 CONNECT TO EX. 4" VALVE 0 CONNECT TO EX. 8" VALVE V — 30 CONSTRUCT DRAIN VALVE PER DETAIL THIS SHEET. •i C3 w d z_ ® CONSTRUCT AIR VENT PER DETAIL THIS SHEET. z z = 50 LOWER PIRR MAIN THROUGH EX. 16" STEEL SLEEVE ® a 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 N UNDER GIRR CROSSING IN SLEEVE). ED (2) 45' BENDS (MJ) Z w CONST. INVERT OF SLEEVE:2533.00 '� a NOTE: CONTRACTOR TO VERIFY ELEVATION, LOCATION W < o & SIZE PRIOR TO CONNECTION TO EX. VALVES m - INSTALL (2) 2" SCH 80 SLEEVES AS SHOWN IN Ci w THE SHEET. ADDITIONAL SLEEVES MAY BE NECESSARY. COORDINATE W/ DEVELOPER. sTFR\ LEGEND o��0 03/11/20022� Q� SUBDIVISION BOUNDARY LINE 17882 — CENTERLINE RIGHT-OF-WAY LINE fF� N SFCRP�� LOT LINE PI— 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 Lei=i=►�.��i�[iZ�7 SCALE IN FEET 1 "=50' Plans Are Accepted For Public Street Construction OWRQI.WAPPROVED 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 Icompliance 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. 0 z 0 o a = a V) J W 0- oN N W N N 0 N i W � z t Z (0 • Q U _j O Z L.L Z Z O O L W VI n� Q > LL o O m J 'finn W V! - W Y 0 �W/ W L.L W V) U U V O W � J L.L >013-024 SHEET 6st