The URL can be used to link to this page

Home My WebLink AboutZ - Ref#19019 PLan_Specs to DEQALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST VERSION OF ISPWC AND SUEZ SUPPLEMENTAL SPECIFICATIONS TO ISPWC AND STANDARD DRAWINGS. THE SEAL BELOW RELATES TO THE WATER SYSTEM DESIGN ONLY. ALL OTHER UTILITIES, RIGHTS OF WAY AND RELATED SURVEY DATA ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE HORIZONTAL SEPARATION OF THE WATER AND NON -POTABLE MAINS SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR THE WATER AND NON -POTABLE MAINS TO CROSS EACH OTHER AND THE NON -POTABLE MAIN IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE NON -POTABLE MAIN SHALL BE CONSTRUCTED WITH 150 PSI CLASS WATER PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER MAIN. ONE FULL LENGTH OF BOTH WATER MAIN AND NON -POTABLE LINE SHALL BE CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. A SEPARATION DISTANCE OF 25 FEET SHALL BE MAINTAINED FROM THE WATER MAIN TO ANY SUBSURFACE DISPOSAL SYSTEM. CENTER OF METER BOX TO BE LOCATED 48 INCHES BEHIND CURB FOR DETACHED SIDEWALKS. PLATTED UTILITY EASEMENT ALONG RIGHT-OF-WAY IS 9 FEET WIDE. SITE FIRE FLOW AVAILABLE FOR THIS PROJECT IS 1000 GPM. IRRIGATION WATER SUPPLIED BY SETTLER'S IRRIGATION DISTRICT. PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY PROPERTY OWNERS ASSOCIATION. mo mo a a wo �z �z Wry W FINISHED Z 10' ROADWAY z 3 ? 3 SURFACE IY mo mo LEGENLdD CENTERED ON a U -+ m CROSSING PROPOSED WATER LINE N.T.S. a Y w v�i� FINISHED PROPOSED FIRE HYDRANT Z 3 ROADWAY m g z ® PROPOSED BLOW -OFF > z W MCMILLAN m RD N PROPOSED GATE VALVE F w N F� z - PROPOSED SINGLE SERVICE V. >- PROPOSED COMMON SERVICE EXISTING FIRE HYDRANT W/VALVE LOCATION MAP —e EXISTING GATE VALVE • EXISTING SERVICE 5 EXISTING WATER LINE U- EXISTING BLOW -OFF ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST VERSION OF ISPWC AND SUEZ SUPPLEMENTAL SPECIFICATIONS TO ISPWC AND STANDARD DRAWINGS. THE SEAL BELOW RELATES TO THE WATER SYSTEM DESIGN ONLY. ALL OTHER UTILITIES, RIGHTS OF WAY AND RELATED SURVEY DATA ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE HORIZONTAL SEPARATION OF THE WATER AND NON -POTABLE MAINS SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR THE WATER AND NON -POTABLE MAINS TO CROSS EACH OTHER AND THE NON -POTABLE MAIN IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE NON -POTABLE MAIN SHALL BE CONSTRUCTED WITH 150 PSI CLASS WATER PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER MAIN. ONE FULL LENGTH OF BOTH WATER MAIN AND NON -POTABLE LINE SHALL BE CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. A SEPARATION DISTANCE OF 25 FEET SHALL BE MAINTAINED FROM THE WATER MAIN TO ANY SUBSURFACE DISPOSAL SYSTEM. CENTER OF METER BOX TO BE LOCATED 48 INCHES BEHIND CURB FOR DETACHED SIDEWALKS. PLATTED UTILITY EASEMENT ALONG RIGHT-OF-WAY IS 9 FEET WIDE. SITE FIRE FLOW AVAILABLE FOR THIS PROJECT IS 1000 GPM. IRRIGATION WATER SUPPLIED BY SETTLER'S IRRIGATION DISTRICT. PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY PROPERTY OWNERS ASSOCIATION. mo mo a a wo �z �z Wry W FINISHED Z 10' ROADWAY z 3 ? 3 SURFACE � c f30"0 RCPr. DI WATER LINE Ji Z W/RESTRAINED JOINTS RUBBER BOOT W/STAINLESS STEEL BANDS. Inspector. INSTALL STEEL mo mo W/RESTRAINED CENTERED ON �z gz CROSSING DETAIL N.T.S. w 10' (MIN.) v�i� FINISHED Z_ 3 Z 3 ROADWAY a a ISUB SURFACE q INSTgLI > 1E 2 � c f30"0 RCPr. DI WATER LINE Ji Z W/RESTRAINED JOINTS RUBBER BOOT W/STAINLESS STEEL BANDS. Inspector. /' -DI WATER LINE W/RESTRAINED JOINTS RUBBER BOOT W/STAINLESS STEEL BANDS. Dote of As -built: PIPE AND SERVICE COUNT. SUEZ GIS INFORMATION Pushing Zone: CW WO No.: -- } 1 INSTALL STEEL DI WATER LINE COVER PIPE W/RESTRAINED CENTERED ON JOINTS PIPE CROSSING DETAIL N.T.S. 4 h SUEZ INSPECTION /' -DI WATER LINE W/RESTRAINED JOINTS RUBBER BOOT W/STAINLESS STEEL BANDS. Dote of As -built: PIPE AND SERVICE COUNT. SUEZ GIS INFORMATION Pushing Zone: CW WO No.: -- } 1 > d 72 �� \ 29 BLOCK 3 `m NT �s a �P a9 4 h LLJ3 J Np gs 28 a a ISUB $ q INSTgLI > 1E 2 R F w N F� 1 ! Z V. a� PVC Z� 8 BLOCK 4 ALL OR HIGHLAND F -so cc h �k e J 0 I_ 25' MIN. 3 POTENTIAL CROSSING CONFLICT L a 25' MIN 24 LF 1610 STEEL SLEEVE - 4 INCH SERVICE WITH AT HARRELL LATERAL XING 2 - 2 INCH SETTINGS 3' VERTICAL SEPARATION l FOR IRRIGATION BACKUP z / Z O BLOCK 5 o HARRELL LATERAL - INSTALL 400 LF 12" PVC INSTALL 270 LF 12" PVC U �a 1 BLOCK 6 KF � LO 24 LF 1810 STEEL SLEEVE AT HARRELL LATERAL XING w 3' VERTICAL SEPARATION ¢ DEVELOPER INFORMATION DEVELOPMENT BY FAIRBOURNE DEV. LLC 2701 E. PINE AVENUE MERIDIAN, IDAHO 83642 (208)472-0800 CONTACT: SAM JOHNSON PRESSURIZED IRRIGATION BY., HOMEOWNERS ASSOCIA77ON K 72 �� \ 29 w zz. g 8� NT �s a �P a9 4 h Z 1 N4 '.. UEyyN S� 28 2 q INSTgLI > 1E 3 CANAST R N ST 2 UJ U 22 190 LF 12" PVC a� w r a� qy 'n 5 2 Y a9 8 17 W `1 n ryo Q 25 e 3 Hx r 4 as J J n mW 5 SUEZ $_ Npsp SUEZ " FH �O FH as17 18 '�yZ -so cc h �k e J 0 I_ 25' MIN. 3 POTENTIAL CROSSING CONFLICT L a 25' MIN 24 LF 1610 STEEL SLEEVE - 4 INCH SERVICE WITH AT HARRELL LATERAL XING 2 - 2 INCH SETTINGS 3' VERTICAL SEPARATION l FOR IRRIGATION BACKUP z / Z O BLOCK 5 o HARRELL LATERAL - INSTALL 400 LF 12" PVC INSTALL 270 LF 12" PVC U �a 1 BLOCK 6 KF � LO 24 LF 1810 STEEL SLEEVE AT HARRELL LATERAL XING w 3' VERTICAL SEPARATION ¢ DEVELOPER INFORMATION DEVELOPMENT BY FAIRBOURNE DEV. LLC 2701 E. PINE AVENUE MERIDIAN, IDAHO 83642 (208)472-0800 CONTACT: SAM JOHNSON PRESSURIZED IRRIGATION BY., HOMEOWNERS ASSOCIA77ON 78 � R L as 1��".M %,I 2 g 0 1NSpq�L 7 8 1-12"x12" TAPPING SLEEVE 1-12" FLGxMJ GATE VALVE 3025 LF INSTALL 205 LF 12" HIGHLAND FALL DR K 72 �� \ 29 w zz. g 8� NT 3 a �P a9 4 h Z 10 YAYAN N4 '.. UEyyN S� 28 NA a"s q INSTgLI > 1E 3 CANAST 18 N ST 2 UJ U 22 190 LF 12" PVC w r a� qy 'n 5 2 Y a9 8 17 W `1 Q 25 e 16 Hx r as J J n a9 5 SUEZ $_ SUEZ " FH i FH as17 18 '�yZ 4 d 78 � R L as 1��".M %,I 2 g 0 1NSpq�L 7 8 1-12"x12" TAPPING SLEEVE 1-12" FLGxMJ GATE VALVE 3025 LF INSTALL 205 LF 12" HIGHLAND FALL DR 3 w 0 O J K 72 �� \ 29 w zz. g 8� NT U) a �P a9 9 SZ XX Z 10 YAYAN N4 '.. UEyyN S� 28 NA a"s q INSTgLI N 1E 3 CANAST 18 N ST 2 22 190 LF 12" PVC 3 r qy 'n a9 8 17 W `1 Q 25 16 Hx 19 n a9 5 SUEZ $_ SUEZ " FH i FH as17 18 4 5 w n 15 9 14 n 10' MIN. V }� 63 O � D m > �s 6 7 89 m 13 3 w 0 O J K 72 �� \ 29 w zz. g 8� J 4F J � m U) a o� a9 9 SZ XX Z 10 YAYAN N4 '.. UEyyN S� 28 NA a"s q INSTgLI ❑ 3 CANAST LF8"PVc N ST APPROVED FOR CONSTRUCTION ENGINEER INFORMATION r� 3 2 N a°5 e� n°9 iu „ BLOCK 1 2 PREPARED BY CIVIL SURVEY CONSULTANTS, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 2893 S. MERIDIAN ROAD MERIDIAN IDAHO 83642 (208f888-4312 CONTACT: JIM MONEY i I i EE F 9 J U � m U. CB ti SUES FH 24 29 v a N 23 J 4F J � m U) a a9 p Z 28 q 27 ❑ 1 Ul 'Y n a°9 22 190 LF 12" PVC 21 �a 'n U 8 26 W `1 Q 25 20 i I i EE F 9 J U � m U. CB ti SUES FH 24 29 v a N 23 J 4F J � m U) a Nh d p Z Hor �0 8 q ❑ 1 Ul 'Y n FI 22 190 LF 12" PVC 21 �a 'n U `1 8S J ED 20 19 a9 SUEZ " FH as17 18 HMyt 6} *r Nh d p 12 13 Hor �0 8 1415 HARRELL LATERAL 1 Ul FI INSTALL 190 LF 12" PVC �a co SUEZ _ - 8248 W. VICTORY ROAD BOISE, IDAHO 83709 FAIRBOURNE SUBDIVISION No. 1 WATER PLAN Drawn By: JRM Map No.: Ref. No.: 19019 scale. 10-100, 0421-4 Sewer Dist: Meridian Date: 7/9/2019 Town,Range,Sec.: Firo Dist: Meridion Fire Dept. CEA: T4N, R1 W, Sect. 21 Sheet: 1 of 1 r' Pvc SPI) ,n