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L2.01_PRESSURIZED IRRIGATION AREA 1
1 2 3 4 5 6 7 8 9 10 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL PRESSURIZED IRRIGATION NOTES. Matco-Norca 207TM STACK ROCK = HB 1/2"-3/4" Brass No Kink Hose Bibb. MIP Fitting. Same size as mainline 2 8/1-2.51 1. ALL DUCTILE IRON FITTINGS TO BE INSTALLED WITH pipe. G R O U P JOINT RESTRAINTS AS WELL AS THRUST BLOCKS AT Leemco LMV-66BB ANGLE JOINTS PER DETAILS. LANDSCAPE w 6in. x 6in. LMV-BB Series Mainline Gate Valve.The Bell x Bell version 12 12/L251 2. ALL PIPE FITTINGS LOCATED INSIDE OF SLEEVES TO ARCHITECTURE provides in-line isolation where the location is not near a mainline ductile , . RECEIVE JOINT RESTRAINTS PER DETAILS. & MASTER PLANNING iron fitting. 3. ALL SLEEVES UNDER ROADWAYS TO BE C-900 PVC Zurn 375 1" PIPE BF Reduced Pressure Principle Assembly. Sizes 1/2", 3/4", 1", 1-1/4", 1-1/2", 1 6/L2.51 4. ALL SLEEVES LOCATED UNDER SIDEWALKS TO BE (208) 345-0500 2„ PVC CLASS 200 404 S 8th St. #300A1 Zurn 375 1" 5. ALL MAINLINE TO BE INSTALLED WITH APPROVED 2 Boise, ID 83702 BF2 Reduced Pressure Principle Assembly. Sizes 1/2", 3/4", 1", 1-1/4", 1-1/2", 1 6/L2.51 WIRE. StackRockGroup.com 2„ 6. ALL 2-WIRE SPLICES TO BE DONE BY LANDSCAPE and wire CONTRACTOR AT VALVE LOCATIONS. NO SPLICES TO WILLET C HOWARD, PLA V.I.T. Products 5CR BE BURIED OR LOCATED IN NON APPROVED OFFICE: (208)345.0500 EMAIL: BE Low profile,tube and wre construction smooth touch surface, cold rolled 2 7/L2.51 LOCATION. WILL@STACKROCKGROUP.COM steel, backflow enclosure. 46.5"L, 28"H, 17.75"W(118.11cm L, 71.12cm 7. TRACER WIRE TO BE BURIED WITH MAINLINE PER www.STACKROCKGROUP.COM H, 45.085cm W). DETAILS. Harco Fitting to Pipe Restraint Ur Ductile Iron pipe restraints for PVC pipe,with machined grip rings and 55 5/L2.50 THE GRAPHICS AND DESIGNS restraint rods, bolts and nuts of low alloy steel. Tee, ell, and bends of 45. ON THIS SHEET A R E 22.5, and 11.25, as mfg by Harrington Corp., ph 434-845-7094. DELIVERABLES THAT REMAIN POC 1 Point of Connection 1" AT ALL TIMES PROPERTY OF IZi Locate 1" POC in approximate location.Verify location and size with 32 3/1-2.50 STACK ROCK GROUP, INC. contractor on site. REFERENCE NOTES SCHEDULE POC 2 Point of Connection 2" SYMBOL DESCRIPTION DETAIL REPRODUCTION OR REUSE OF Ff Locate 2" POC in approximate location.Verify exact location and size 6 3/1-2.50 THIS PRODUCT CONTAINED with contractor on site. 1 3"- HARCO DUCTILE IRON ELBOW-90 DEGREES 5/1-2.50 HERE IN IS PROHIBITED UF5_j 3"X 6"- HARCO REDUCING DUCTILE IRON ELBOW-90 DEGREES 5/L2.50 WITHOUT THE WRITTEN o Irrigation Mainline: PVC Class 200 3"SDR 21 56.2 I.f. CONSENT OF STACK ROCK 6"X 6"X 6"-HARCO REDUCING DUCTILE IRON TEE 5/L2.50 G R O U P I INC 0 3"-HARCO DUCTILE IRON 22 DEGREE 5/L2.50 Irrigation Mainline: PVC Class 200 6"SDR 21 4,947 I.f. 3"-HARCO DUCTILE IRON ELBOW-45 DEGREE 5/1-2.50 ©2023 STACK E 6 ROCK GROUP, INC. 6"-HARCO DUCTILE IRON ELBOW-45 DEGREE 5/L2.50 c - - - - - - _ Pipe Sleeve:Per Sleeve Notes On L1.01-L1.02 548.3 I.f. 2/1-2.50 7 3"X 3"X 3"- HARCO DUCTILE IRON TEE 5/1-2.50 a) 3"-HARCO DUCTILE IRON ELBOW 11.25" 5/1-2.50 3 ILL Valve Callout Seals PRELIMINARY 9 P.I. DRAIN VALVE 3/L2.50 Valve Number 10 111 P.I.AIR RELEASE VALVE 4/1-2.50 PEE OF # Valve Flow #" Valve Size a) a 0 X U N 4 o s LA-16733 FO 09.20 P� 3 SCAP� a) NOT FOR CONSTRUCTION 0 rn 0 3. Q) o W a Q AREA 1 AREA 2 a _ LINDER VILLAGE 0 2" PIPE WITH PULL ROPE AT CROSSING FOR WIRE. LINDER VILLAGE SUBDIVISION C-C \ o J CONTRACTOR TO BORE OR SAW CUT AT o I \ ROAD CROSSING.VERIFY WITH ACHD,_ W. ORCHARD PARK DR. 0 4P1 / - - _ - / 5 - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ � -- - - - - - _ SLEEVE N _ - --- LOCATE P.I. IN - - 12"SL 1 "BEEF �2 , TRENCH BEHIND / �^ p / LOCATE P.I. IN W. ORCHARD PARK DR. - - I v! >; SIDEWALK TYP. `;'; ":` :` SIDEWALK TYP D _ _ _ - - - - - 12" • ' LOCATE P.I. IN \ 0 / - - - - - _TRENCH BEHIND - 12"SLEEVE_ = I / SIDEWALK TYP. ' 1, - ._ P 0 •I o�� 2� m i �r.r.r.a.a. � 12"SLEEVE , 12"SLEEVE 12" EEVE '; 7'SLEEVE 12"S 12 S V 12 SLEEVE / 12 SL EVE 12 S EEVE 5�. - - - - - - - � U i PR ED PRE RIZED I O OS SSU IRRI(� ATION MAINLINE. ROUTEa�'�'�'�'� / T' 1 g AROUND UNDERGROUND UTIL TIES AS NEEDED E. I ®. " • ' . SLEEVE . . .� _ �' N. BERGMAN AVE. 4-1 V 0 J. J BF BE �. . . . . . . . ' .r.r.r. .r r. r.r.-.r. .. - LJ $ -1- - ®® - _ - - -J ®® VJ � / o o W. SAGARRA ST. - � I - - O REVISIONS o _ _ . . ._... . :'. - . -. 9 MIRK DATE Description O F- -- - -------- o I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �_ - - - - - o- - - - ® ** ** I - - - o LOCATE P.I. IN TRENCH BEHINDI I 1 1 2" PIPE WITH PULL ROPE AT I CONTRACTOR TO BORE OR SAW CUT AT CURB TYP. CROSSING FOR WIRE. ROAD CROSSING.VERIFY WITH ACHD. o I I I I I I POC 1- - - POC 1 POC 1 POC 1 - POC 1 POC 1 POC 1 POC 1 POC 1 3 3 3 3 - - - POC 1 p 1 - POC 1 P 1 I-,-I - - - - OC P 1 POC POC 1 0 4P1 I 3 3 3 -I� - - - - - - - - - - POC1- - POC1- _ 3 - - - - � �� t 3 � 3 3 � 3 3 � � 3 3 - - - 3 _ - - - SLEEVE JOB NO: 22-2403 o y . ice` .2 2- DATE: 06.09 0 3 C.� I TO E DRAWN BY: KZ/TC U CHECKED BY: EV/WH 0 U ' I DRAWING TITLE O ] PRESSURIZED a IRRIGATION AREA 1 Q J � � J U Z d 0 0 50 100 150 feet SHEET NUMBER E0 0 O 00 L2 . 01_0��,YNORTH SCALE: 1" = 50' 0 � U Y I--N 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10