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HomeMy WebLinkAboutL2.02_PRESSURIZED IRRIGATION AREA 2 1 2 3 4 5 6 7 8 9 10 IRRIGATION SCHEDULE - SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL PRESSURIZED IRRIGATION NOTES. STACK ROCK Matco-Norca 207TM 1. ALL DUCTILE IRON FITTINGS TO BE INSTALLED WITH G R O U P HB 1/2"-3/4"Brass No Kink Hose Bibb. MIP Fitting. Same size as mainline 2 8/1-2.51 JOINT RESTRAINTS AS WELL AS THRUST BLOCKS AT pipe. ANGLE JOINTS PER DETAILS. LANDSCAPE Leemco LMV-66BB 2. ALL PIPE FITTINGS LOCATED INSIDE OF SLEEVES TO ARCHITECTURE 6in. x 6in. LMV-BB Series Mainline Gate Valve.The Bell x Bell version RECEIVE JOINT RESTRAINTS PER DETAILS. & MASTER PLANNING w provides in-line isolation where the location is not near a mainline ductile 12 1,2/L2.51 3. ALL SLEEVES UNDER ROADWAYS TO BE C-900 PVC iron fitting. PIPE Zurn 375 1" 4. ALL SLEEVES LOCATED UNDER SIDEWALKS TO BE (208) 345-0500 PVC CLASS 200 404 S 8th St. #300A1 BF Reduced Pressure Principle Assembly. Sizes 1/2", 3/4", 1", 1-1/4", 1-1/2", 1 6/1-2.51 5. ALL MAINLINE TO BE INSTALLED WITH APPROVED 2 Boise, ID 83702 2 • WIRE. StackRockGroup.com Zurn 375 1" 6. ALL 2-WIRE SPLICES TO BE DONE BY LANDSCAPE BF2 Reduced Pressure Principle Assembly. Sizes 1/2", 3/4", 1", 1-1/4", 1-1/2", 1 6/1-2.51 CONTRACTOR AT VALVE LOCATIONS. NO SPLICES TO WILLET C HOWARD, PLA 2". BE BURIED OR LOCATED IN NON APPROVED OFFICE: (208)345.0500 EMAIL: V.I.T. Products SBBC-45CR LOCATION. WILL@STACKROCKGROUP.COM Low profile,tube and wire construction smooth touch surface, cold rolled 7. TRACER WIRE TO BE BURIED WITH MAINLINE PER www.STACKROCKGROUP.COM BE steel, backflow enclosure. 46.5"L, 28"H, 17.75"W(118.11cm L, 71.12cm 2 7/L2.51 DETAILS. H, 45.085cm W). (� Harco Fitting to Pipe Restraint THE GRAPHICS AND DESIGNS Ductile Iron pipe restraints for PVC pipe,with machined grip rings and ON THIS SHEET A R E restraint rods, bolts and nuts of low alloy steel. Tee, ell, and bends of 45. 55 5/L2.50 DELIVERABLES THAT REMAIN 22.5, and 11.25, as mfg by Harrington Corp., ph 434-845-7094. AT ALL TIMES PROPERTY OF POC 1 Point of Connection 1" I STACK ROCK GROUP, INC. IZi Locate 1" POC in approximate location.Verify location and size with 32 3/1-2.50 contractor on site. REPRODUCTION OR REUSE OF Point of Connection 2" THIS PRODUCT CONTAINED POC2 I=I Locate 2" POC in approximate location.Verify exact location and size 6 3/1- HERE IN IS PROHIBITED2.5o WITHOUT THE WRITTEN with contractor on site. -- CONSENT OF STACK ROCK v Irrigation Mainline: PVC Class 200 3"SDR 21 56.2 I.f. G R O U P I N C 0 �_ ©2023 STACK E Irrigation Mainline: PVC Class 200 6"SDR 21 4,947 I.f. ROCK GROUP, INC. PROPOSED PRESSURIZED - - Q IRRIGATION MAINLINE. ROUTE 4 AROUND UNDERGROUND +�O - Pipe Sleeve:Per Sleeve Notes On L1.01-L1.02 548.3 I.f. 2/L2.50 UTILITIES AS NEEDED seals PRELIMINARY - - - - - - - - - ILL 3 8 Valve CalloutOF c Valve Number PEE /�9 TTValve Flow T : Valve Size a : 0 �; s 6 _ REFERENCE NOTES SCHEDULE Fo LA-1-1 7 733 P� SYMBOL DESCRIPTION DETAIL \PROPOSED PRESSURIZED �"/VDSCAV- - - - - - ;III R�2IGATION MAINLINE. ROUTE > 1 111 3"-HARCO DUCTILE IRON ELBOW-90 DEGREES 5/1-2.50 A OUND UNDERGROUND UTILITIES 0 F2 3"X 6"-HARCO REDUCING DUCTILE IRON ELBOW-90 DEGREES 5/1-2.50 ,, 2"SL E • • •• , ;.: � A NEEDED NOT FOR CONSTRUCTION v 13 6"X 6"X 6% HARCO REDUCING DUCTILE IRON TEE 5/1-2.50 " / POC y l 3 4 / O 3% HARCO DUCTILE IRON 22 DEGREE 5/L2.50 „k a� 5 3"-HARCO DUCTILE IRON ELBOW-45 DEGREE 5/1-2.50 \ 3 / * LJJ 6 6% HARCO DUCTILE IRON ELBOW-45 DEGREE 5/1-2.50 / % / Z 7 3"X 3"X 3"-HARCO DUCTILE IRON TEE 5/L2.50 Z - r 8 3% HARCO DUCTILE IRON ELBOW 11.25" 5/1-2.50 POC 9 P.I. DRAIN VALVE 3/L2.50 \ 1' O 10 P.I.AIR RELEASE VALVE 4/L2.50 / +� O @O 3 o a 12 POC v AREA 1 AREA 2 LINDER VILLAGE SUBDIVISION C-C 3 Z �:�' ter+ 12"S VE ° 2" PIPE WITH PULL ROPE AT CROSSING FOR WIRE. rn 8 Z + I v LOCATE P.I. IN �� r/ % ® �^ CONTRACTOR TO BORE OR SAW CUT AT - - - - � TRENCH BEHIND j\ SIDEWALK TYP. \ ROAD CROSSING.VERIFY WITH ACHD. W. ORCHARD PARK DR. / % ` POC J 8 1 SL / E 3 , , + ,* == I ° Z � Z W a L v - - -12"SLEEVE 1 "SLEE 12" LEEVE 5 w LOCATE P.I. IN i � ,I'* : : : : : : : : : : : : *' LL POC �Ir TRENCH BEHIND +, SIDEWALK TYP. j * Z O y 12" E O - - - + + + •o , + E *� 1 + + " 8 Z :_j �� Q W. DIRECTORS V 0_ +`+`+`+ +'+'+'{PO 2* - • 2"SLEEVE � PROPOSED PRESSURIZED IRRIGATION 8 ( `*`*`*`*` f•**+ MAINLINE. ROUTE AROUND I LLI ° i - Cn : . , %'UNDERGROUND UTILITIES AS NEEDED / , O SLEEVE * *.*.*.� � N. BERGMAN AVE. P REVISIONS OC ZZ ZZ ZZ ZZ ZZ ®® ®® ZZ ®Z ® : . . MRK_ DATE Description Q - ® ® ®' 3 N HB HB I .. . . . . .. BE BF , BF2 BE @ ° 1 1 I ` - - - y v O - - -I- - L+ � - L+ L o o I - - - - - - - +.-+ + v O o W. SAGARRA ST. \ POC 1 3 - / v T X JOB NO: 22-2403 6 DATE: 06.09.2023 C.� DRAWN BY: KZ/TC 2" PIPE WITH PULL ROPE AT CONTRACTOR TO BORE OR SAW CUT AT CROSSING FOR WIRE. I ROAD CROSSING.VERIFY WITH ACHD. CHECKED BY: EV/wH U � � � 1 � �� CONNECTION TO PUMP IN THIS LOCATION. POC 1 VERIFY EXACT LOCATION WITH CONTRACTOR ON SITE. PUMP DESIGNED DRAWING TITLE ° POC 1 POC 1 - 3 POC 1 3 POC 1 POC 1 POC 1 POC 1 POC 1 POC 1 POC 1 POC 1 �' BY PRECISION PUMPS.VERIFY EXACT 4 N 3 J 3 - 3 3 3 3 3 3 3 POC 1 3 POC 1 DETAILS WITH PRECISION PUMP. -,.� .. - 6 PRESSURIZED „ r IRRIGATION a �,, rr:Y �+ . f . I -.. ��i` .r�ii PChG� 2 a AREA 2 Q J a IX Q v SHEET NUMBER � O o_ E 0 0 50 100 150 feet o 00 _00f 7L7L77--7�7 L2 . 02 Y 0 a)o NORTH SCALE: 1" = 50' a 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10