Loading...
CC - Utility PlansNo Text No Text No Text M L H G IC C B A E OVERLAND ROAD PRESSURE IRRIGATION PLAN — ——1973.87' SEC CORNER CP&F # 105155 16 15 a 22 —— — — — — — — — 8 — — — 4_PI 4"PI 6 -- ---- 1 228 LF I 76 LF IRRIGATION LEGEND IR PRESSURE IRRIGATION �� _ = PVG IRRIGATION SLEEVE ----- ---- ----- EASEMENT ® GATE VALVE X SERVICE STUB O MANUAL DRAIN VALVE �Q. AIR RELEASE VALVE IV BAGKFLOW PREVENTOR ® GROUNDING LOCATIONS PER PLANS, SEE DETAILS -7 $ 8/Li.1. CAUTION NOTICE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHIGH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IRRIGATION CALLOUT O4" PVG PRESSURE IRRIGATION LINE WITH CONTROL WIRE PER DETAIL 5/G6.05. LENGTH PER PLANS. OINSTALL SERVICE STUB PER DETAIL 58T/G6.05. 51ZE AS I" UNLESS OTHERN15E NOTED. OINSTALL SERVICE STUB PER DETAIL 547/G6.05. SIZE AS 2" UNLE55 OTHERWISE NOTED. OLOCATE MANUAL DRAIN VALVE AT LOW POINT IN MAINLINE, SEE DETAIL 4/G6.05. OLOCATE AIR RELEASE VALVE AT HIGH POINT IN MAINLINE, SEE DETAIL 2/G6.05. © INSTALL ISOLATION VALVE PER DETAIL I/G6.05. O8" AMA G—GOO IRRIGATION SLEEVE. PROVIDE ADDITIONAL SLEEVE FOR CONTROL HIRES AS NEEDED. ® GO DEC, ELBOW WITH CONCRETE THRUST BLOCK AS DETAIL 8/G6.05. OCONNECT TO EXISTING 4" IRRIGATION STUB. INSTALL 4"x4"x4" TEE (FLGXFLGXFLG), GATE 10 VALVE (FLGXM,ll HHERE INDICATED AND THRUST BLOCK. O45 DEC, ELBOW HITH CONCRETE THRUST BLOCK AS 11 PER DETAIL 2/G-7.5. 12 22.5 DEC,. ELBOW WITH CONCRETE THRU5T BLOCK AS PER DETAIL 8/G6.05. NAMPA MERIDIAN IRRIGATION DISTRICT NOTES I. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR N5PEGTION AND MAINTENANCE 15 IN EFFECT PRIOR TO THE PREGONSTRUGTION MEETING. FORTY—EIGHT (48) HOURS ADVANCE NOTICE 15 REQUIRED. 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRICT "PRESSURE URBAN IRRIGATION 5PEGIFIGATION5" FOR ADDITIONAL INFORMATION AND REQUIREMENTS. PI SYSTEM NOTES: I. PUMP STATION AND PRESSURE IRRIGATION HILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS A55OGIATION. 2. GRO55 CONNECTION BACKUP SOURCE PROVIDED FROM CITY OF MERIDIAN HATER. 5. REDUCED PRESSURE BAGK FLOW ASSEMBLY MUST BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY AND MERIDIAN HATER DEPARTMENT. 4. COMMON AREA AND PRIVATE PRESSURE IRRIGATION MAINLINES SHALL BE LOOPED TO PROVIDE MULTIPLE CONNECTIONS TO THE PI DISTRIBUTION MAIN VIA PROVIDED SERVICE TAPS PER PLANS. 1979'T 1/12/22 �p RE SMPR/ Copyright :C 2021 All rights res—d Rsprod-- or usa In any form n, by any maans,sw--1- pam,lsslon of Breckon L_d gssi9n. Inc. Is unla"n and subJsct to cnmmal pro ..ul on. J JpMZ o0 > O z OQOF— J OSOz� L Q w QQQD fr LO N�L N � � N C 000 N w 9 HWpK07J r`\ 2WKLL=K� ma��QOm N O 42 2 f NEU 7W U REVISIONS N. Date Description PROJECT NO.: 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C5.1 1 1 2 1 3 4 5 6 r7 8 10 HE 12 13 14 15 16 L FADE ID VALVE BOX `ABRIG BARRIER PEA GRAVEL SUMP LENGTH AS REQUIRED D BELL x BELL :E5TRAINED, RESILIENT GATE VALVE PVG MAINLINE LJ MAIN LINE ISOLATION VALVE K I NOT TO SCALE RECTANGULAR HEAVY DUTY PLASTIC, VALVE BOX WITH LOCKING LID, AS SPECIFIED FINISH GRADE " AIR 4 VACUUM VALVE Z ASSEMBLY ARI D-040-G OR _ EQUAL. - = - NO. 5 REBAR OR I" 5GH. 40 = - - - - -III- STEEL PIPE, WITH (2) -III-III-III-III-I STAINLESS STEEL GEAR =1=1=1=1 GLAMPS OR APPROVED EQUAL. -III-III-III-III-I I I II I -III -III -III -III -I -III--I-I-I 1" 5GH. So NIPPLE 1=III-III-III-III=1 H III -III -III -III -III " BALL VALVE II II II II VALVE BOX EXTENSION AS II II II II III III REQUIRED -III -III III III=111- III III F PAVING BRICK (I OF 4) �lil� - I" 5GH. 80 NIPPLE _III-111-' =1I I III-1I I� I I I-1I I-1I I-11 FILTER FABRIC BARRIER - - - _- REDUCER/ ADAPTER AS III =1 11=1 11=1 11=1 REQUIRED b" DEEP PEA GRAVEL -III-III-1 SUMP G 1�1 LEEMGO DUGTILEIF IT NOTE: GASKETED 5ERVIGE TEE, - I. AIR AND VACUUM RELEASE LEEMGO SADDLE TAP OR -r TO BE PLACED ON HIGHEST APPROVED EQUAL. SIZE = = MAINLINE P NOINT. FIIELD TO MATCH MAINLINE. I=III=III 1T1 _I ADJUSTAS 7 0 s AIR RELIEF VALVE F 2 O N NOT TO SCALE N O N a INSTALL FIN15HED 5URFAGE5 cv PER PLANS. T FINISH GRADE E 0 O N 0 LOCATOR TAPE EE m L N 2 U � O b AWG SHIELDING WIRE N (SOLID BARE COPPER) D° ro 0 ��'%� LATERAL LINE �- 5AND OR FOGK FREE 501L AROUND ALL PIPE 3 o COMMON AREA MAINLINE rn TWO WIRE CONTROL WIRE IN I" �- 5GHEOULE 40 CONDUIT ALONG MAIN LINE c m L -1111111111 - -III - PRE55URE IRRIGATION =1-I I -=III MAINLINE - - - - -=I=ITI= �'=ITI=ITI=ITI= o �= �= �= �=ITI=ITI=ITI= o -III-III- � = � =III=III=III-III-III= -IiI-III-III ICI III=1 a Il�llill�l NOTE: v I. ROUTE CONTROL WIRE ALONG ALL PRE55URE IRRIGATION MAINS. 0 2. LOCATE ALL WIRE SPLICES IN 8" ROUND VALVE BOX WITH BLACK COVER AND APPROXIMATELY 24" LENGTH COILED WIRE. USE 3M ULG CONNECTORS AND B E PREFORMED SUPER 5ERV15EAL WATERPROOF WIRE SPLICE KIT (SPLICE ALL WIRE E PAIRS). ° U 3. CONTROL WIRES TO BE GROUNDED WITHIN EVERY 1,000 FEET AND ALL END OF RUN LOCATIONS. INSTALL 'HUNTER' ICD DECODER AND EARTH GROUND WITH LE55 THAN v° 10 OHMS RE515TANGE PER MANUFACTURES RECOMMENDATIONS. > 4. ALL ELEGTRIGAL WORK TO MEET OR EXCEED N.E.G., STATE GODE5, LOCAL CODES, ° :2 AND MANUFACTURER'S RECOMMENDATIONS. 5. PROVIDE AN ADDITIONAL 2" SLEEVE AT ALL PRESSURE IRRIGATION MAINLINE o O 77 SLEEVE LOCATIONS FOR CONTROL WIRE5. cV o TRENCH SECTION AN m m a N 1 1 2 1 3 1 4 FIN15H III 24" GONGRETE PIPE. LENGTH GRADE III - I -I A5 REQUIRED STANDARD - -III NIBGO 1 1/2" BRASS BALL MANHOLE L- - DRAIN VALVE WITH "T" FRAME AND -III-III HANDLE OR APPROVED EQUAL COVER. I1-I=I III -III LEEMGO DUCTILE IRON NOTE: GA5KETED SERVICE TEE OR _II APPROVED EQUAL. SIZE TO I. DRAIN LINES MAY BE MATCH MAINLINE. DIRECTED TO THE SITE DRAINAGE LOW POINT IN MAINLINE, 51ZE SYSTEM WHERE PER PLANS APPLICABLE. REFER TO PLANS FOR MORE REDUCER/ ADAPTER A5 REQUIRED INFORMATION. 2. NSTALL MAINLINE DRAINS AS REQUIRED GALVANIZED IRON NIPPLE TO PROVIDE COMPLETE DRAINAGE GALVANIZED IRON FITTINGS OF IRRIGATION SYSTEM. �Q��O� 2" WA5HEO DRAIN ROGK 2 3. TAPE ALL �� G.Y. MIN. JOINTS. DIG TO FREE DRAINING SOILS III -III III �. . - - _ IHIHIH11=In-I� III- ���=I IRRIGATION &PRESSURE NOT TO SCALE MANUAL DRAIN VALVE FINISH ---- 6" P.V.G. R15ER, ASTM 3034, WITH GRADE =III -III -III=III= 5DR 35 VALVE MARKER GAP. 200 P51, - - 200 FORD OR MUELLER BRASS, 200 G-q01 -III-III- =III=III P51 CURB STOP VALVE, FEMALE POLYETHYLENE III -III- IRON PIPE THREAD (FIPT) OR PIPE TO 5ERVIGE=�=� APPROVED EQUAL CONNECTION-I� LEEMGO DUCTILE IRON 6A5KETED 5ERVIGE TEE OR SADDLE. SIZE TO MATCH SLOPE PIPE TO MAINLINE. MAINLINE REDUCER/ ADAPTER AS MIPT X IN5ERT REQUIRED BRASS ADAPTER WITH TWO STAINLESS 5GH. 80 NIPPLE STEEL CLAMPS SLOT SLEEVE TO FIT OVER NOTE: VALVE AND 5ERVIGE PIPE. I. REFER TO "PRESSURE IRRIGATION SERVICE LINE CONNECTION AND LAYOUT" DETAIL FOR ADDITIONAL INFORMATION. SERVICE CONNECTION TO PE SERVICE LINE, 51ZE PER PLANS 10' CURB STOP VALVE IN SLEEVE, SIZE PER PLAN5. II 5 l' I I PRESSURE IRRIGATION MAINLINE PER PLANS. I q0 D THREADED STREET ELBOW SERVIGE TEE OR SADDLE TAP PLAN VIEW: SCHEDULE 80 PVC, W/FIPT PER PLANS. I I b" GAP _-- --� EXTEND PIPE 15" ABOVE FINISH GRADE, m GROUND LEVEL GAP PIPE ENSURE A WATER TIGHT SEAL. 6" X 36" VALVE I a SLEEVE a CUB STOP VALVE 200 PSI, AWWA PVC, RISER, w -q01 G ASTM 5054, SERVIGE TEE OR ~o POLYETHYLENE WITH 5DR 35 SADDLE TAP WITH z PIPE GAP. FIPT PER PLANS w MIPT X INSERT BRASS, 200 F51 BRA55 CURB STOP VALVE, ADAPTER WITH FEMALE IRON PIPE TWO STAINLESS THREAD (FIPT) b STEEL CLAMPS O 5LOTSLEEVE --- -- O FIT OVER-/ TVALVE AND MIPT X INSERT SERVIGE PIPE. BRASS ADAPTER LAYOUT: SECTION VIEW: WITH TWO I SOLVENT WELD STAINLESS STEEL I X MIPT CLAMPS III SCHEDULE 80 FVG ADAPTER PRESSURE IRRIGATION SERVICE LINE CONNECTION AND LAYOUT DISTANCE CHARTNO. OPPEEE FIN 1EDER ARE. FINIRE. SEE ISPWG 5D-514 REFER TO THE FOLLOWING TABLE THAT L15T5 THE LENGTH (IN FEET) FOR EACH 51ZE/TYPE FITTING WITHIN FOR SPLICING WHIGH ALL JOINTS JU5T BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS 4 5PEGIFIGATION5. AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF -10°, REFER TO CHART UNDER PIPE 51ZE TO 3" AND UNDER BENDS 610 YOU WILL SEE THE DISTANCE OF 11'. IF THERE 15 ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN II' OF THE 610° MAINLINE DIRECTIONAL CHANGE. (� PIPE BENDS REDUCERS DEAD END SIZE 11 222- 45 90 1 STEP 2 STEP 3 STEP BLIND SERV. B. 2" 1' 1' 2' 6' - - - Iq' b' 2.5" 1' 2' 4' It. 4' - - 23' 10, 51, 2' 3' 6' II' 8' 10, - 50, 15' 4" 2' 4' q' 20' 14' 20' 31, 45' 25' 6" 3' b' 13, 2q' 50, 40' 55' 63, 40' 8" 4' 8' 15 38' 53, 55' 63' 75' 70, 101, 5' q' Iq' 45 36' 56' -15' q6' q0' 38' 60' 83' 112' 141 INSTALLATION CHART REFER TO THE FOLLOWING TABLE WHIGH LISTS THE NUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN REFERENCE TO THE SIZE OF PIPE WHIGH 15 BEING RESTRAINED. AS AN EXAMPLE, IF YOU HAVE A 3" PIPE, YOU WILL NEED 2 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A TORQUE WRENGH TO 20 FT-LBS. PIPE SIZE NO. BOLTS BOLT SIZE TORQUE FT-LBS. 2" 2 3/6" x 2.5" 20 2.5" 2 3/8" x 2.5" 20 3" 2 3/8" x 2.5" 20 4" 2 1/2" x 3" 50 b" 2 50 8" 4 2" x 4" 50 0" 4 5 8" x 5.5"1 100 12" 1 4 15 8" x 5.5"1 100 5 CONTACT TONY GARNER ® (208) 631-7787, THE LEEMGO REPRESENTATIVE, FOR ALL QUESTIONS GONGERNING LEEMGO PRODUCTS. GOORDINATE AN INSTALLATION CLINIC, WITH TONY GARNER PRIOR TO INSTALLING THE MAINLINE. JOINT RESTRAINT NOTES WIRE SPLICE 6 NOT TO SCALE FINISH GRADE VALVE BOX 3M ULG CONNECTORS (SPLICE ALL WIRE PAIRS) PREFORMED SUPER 5ERV15EAL WATERPROOF WIRE SPLICE KIT PE-8q SHIELDED GABLE. LEAVE 24" SLACK WIRE ROLLED NEATLY FILTER FABRIC BARRIER 6" DEEP PEA GRAVEL SUMP 8 REDUCER DETAIL FOR HORIZONTAL PIPE BENDS, BEARING THRUST BLOCKS MUST PROVIDE 2500 P.5.1. CONCRETE POURED AGAIN5T UNDISTURBED EARTH PER TABLE I. FOR HORIZONTAL PIPE BENDS, BEARING THRUST BLOCKS MUST w_-tll FOR HORIZONTAL PIPE BENDS,- PROVIDE2500 P.5.1. GONGRETE BEARING THRUST BLOCK5 MUST POURED AGAINST UNDISTURBED PROVIDE 2500 P.5.1. CONCRETE Q411, EARTH PER TABLE 1. POURED AGAINST UNDISTURBED EARTH PER TABLE 1. TRENCH SIDE PIPE III NO. 12 COPPER FINDER WIRE. SEE SD-514 FOR SPLICING TYPICAL BEND DETAIL GA5T IRON VALVE BOX WITH NO. 12 COPPER FINDER COVER ARE. SEE I5PWG 5D-514 FOR SPLIGING GA5T IRON GATE VALVE HAMMERHEAD THRU5T BLOGKING ANGHOR BARS W MIN. DIAMETER) UNI-FLANGE SERIES 1500. o - . ICI -ILLIll F. a a 4- PREGA5T BLOCK FOR GUT IN TEE Q i AND VALVE OR GA5T IN PLAGE TIT III III III=1 I I III=1=1 - - - - WITH 2 )V 1 6 MIN. DIAMETER MIN. REBAR VALVE ANCHOR DETAIL TABLE 1: THRUST AREA FOR HORIZONTAL BENDS... FOR VERTICAL PIPE BENDS, GRAVITY (IIIII= IIIIIIIIIIII THRUST BLOGKS MUST PROVIDE A VOLUME OF GONGRETE POURED _ AGAINST UNDISTURBED EARTH NEIGH ISLil Ill SIZED FOR EXPECTED FORGES WITH A MINIMUM 1.5 FACTOR FOR SAFETY. VERTICAL BEND DETAIL = _ r_.OIL EEAR NS FTC = 2= FS-F WCCINS TR:r� R471N5 = EO F5 SAFETY FPGTGR = 1.5 MNM U SCI.14E FEET OF TH LU AREA ONO UA ISTUM) EARTFh SIZE CR VALVE BIRD* eD 33�m CR REDIU i 3 O.b 1.1 0.6 O. 4 1.4 2.0 1.1 0.6 6 3.2 4.5 2A 1.2 8 5.T 8.0 4.5 2.2 8.8 12.5 6.8 3.4 10 2 12.T 18.0 q.7 5.0 14 17.3 24.5 15.5 6.8 16 22.6 32 1-1.5 8.8 18 28.6 40.5 21.q 1 11.2 MUSI tA-- INC.KtASt:U bAStU UN UlrrtKtNI C.UNUI I IUNS (HIGHtK WUKKING PRE59JRE OR LOWER 501L BEARING STRENGTH). ** OR TEE AGTIN6 A5 A 90° BEND. *•• THRUST BLOCK DEPTH TO BE A MINIMUM OF 12" FOR PIPE SIZES 3"-8" AND 18" FOR PIPE 51ZE5 10"-Ib" OR THE 5QUARE ROOT OF THE REQUIRED BEARING AREA, WHIGHEVER 15 GREATER. 1 THRUST BLOCK AND ANCHOR DETAILS en1 MASTER VALVE 10 GRADE LEVEL NOTES: I. ANCHOR ALL VALVES GONNEGTED TO P.V.G. PIPE AS SHOWN. 2. GOVER BOLTS AND FLANGES WITH PLASTIC TO PROTEGT FROM GONGRETE ADHERENGE DURING CONSTRUCTION OF THRUST BLOCKS. 3. SEE CHART FOR MIN. THRUST BLOCKS BEARING AREAS. 4. ALL GONGRETE TO BE 2500 F.S.I. STRENGTH POURED AGAINST UNDISTURBED EARTH. 5. PROVIDE 6 MIL. POPYPROPYLENE BETWEEN FITTINGS AND CONCRETE. 6. NOTIFY ENGINEER FOR ANY GONDITION OR PIPE SIZE NOT INDICATED. ALL BLOCKS TO BE CENTERED AROUND PIPE SPRING LINE. T. SEE ISPWG STANDARD DRAWING NO. 5D-403 FOR MORE INFORMATION. RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX WITH LOCKING LID, AS SPECIFIED HYDROMETER AS SPECIFIED PVC, FLANGE MAINLINE. 51ZE PER PLANS PAVING BRICK (I OF 4) 1/2" CRUSHED GRAVEL GONGRETE PAVER NOT TO SCALE TO 10' NO. 12 GOPPER--'----_ FINDER ARE. SEE ISPWG 5D-514 FOR SPLIGING =III=11 Hall (Mil FOR HORIZONTAL PIPE BENDS, - BEARING THRUST BLOCKS MUST PROVIDE 2500 P.5.1. GONGRETE POURED AGAINST UNDISTURBED EARTH PER TABLE I. II�II� TRENCH 51DE PIPE NO. 12 COPPER FINDER ARE. SEE 5D-514 FOR SPLIGING _. 15 ------- L{ 10'-O" EASEMENT, - EITHER SIDE OF MAINLINE. v 51DE PROPERTY LINE I 51DE PROPERTY LINE I REAR PROPERTY LINE 1 TELEPHONE 4 GABLE TV NOTE: I. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.G. STANDARD SPECIFICATIONS AND DETAILS. 2. FINDER WIRE AND ID TAPE REQUIRED. 3. 2'-b" MIN. 5-0' MAX. IN UNPAVED AREAS OR WHERE THE LINE 15 FREE DRAINING. 4. 3'-b" MIN. 5-0" MAX. IN PAVED AREAS OR WHERE THE LINE 15 NOT FREE DRAINING. 5ca1e: NT5 TRENGH -III=III �II�II I�� III III TEE DETAIL PLUG DETAIL 16 19796 1/12/22 f OF RE SM Copyright © 2021 All rights rese d Reprotlucron ar use -n a form or by arty means wimouf wnnen perm scion of Breckon Ldntl Des gn, Inc. is unlawful antl sublec[ to cnminal prosecu0on. V < N J rr LJJ J Q CO� > z CO z 0 < 0 0 W O>�� 1 N WLOV J W ui I..L CI >W1'W y 9 pLLOx pW NW WOIG?F J E.W.EWF �� VaW_a� `nz - mao>amm Jo afz2 Qox DW U 3'. REVISIONS PROJECT NO 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C5.5 i