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HomeMy WebLinkAboutC-6.0 Irrigation Plan MERIDIAN CITY APPROVAL ■ _ AA rs A 2815 East 3300 South, Salt Lake City, UT 84109 (801) 305-4670 www.edmpartners.com I LEGEND THE KEEP I I I I I I I I 55 SDR 35 PVC SANITARY SEWER --1 / // I I THE KEEP 1P I I I I I PHASE 1 I I I I I I I I � 'al I I MAINTENANCE ACCESS, SECTION I I BLOCK 3 I I I I I I I I w) ��) EXISTING SANITARY SEWER - / / I BLOCK 1 I l I I PER ISPWC SD-304 TYPE 1 I I I SCALE: 1 - 80 REMOVE EX. 6"GV EXISTING 6" I I I I I I I � / / / I (1)6"TEE I GRAVITY IRRIGATION OUTLET INSTALL 6"TEE& IRRIGATION (TYP.) I I I I GRIMMETT LATERAL TO BE PIPED ® SANITARY SEWER MANHOLE I I GRAVITY IRRIGATION LINE, (1)6"x4"REDUCER I I TO EX. GRIMMETT LATERAL 6"GV SEE SHEET C-6.1 Et C-6.2 I I I SEE SHEETS C6.1 AND C6.2 FOR DETAILS. I / / N: 685250.26' _1 I CHANNEL, SEE SHEET C-6.2 IRMH-7 I I I l l I 0 40 80 160 240 E: 2462940.05' _ - - - - - - - - (Fir -� ( ) -•-- --- 01 -� �fl PROPOSED SEWER SERVICE 54 LF 6"PVC PIRR 15 L 0)6V45- BEND W W OWNER: GRIMMETT LATERAL ( ) N: 684014.28' PVC C 900 WATER LINE , TO REMAIN OPEN DITCH 1 6"G.V. E: 2462975.96' EpTERAE _ LOT 2 N: 684879.40' 61 LF ' ' IRMH 6 LOT 1 IRMH-5 IRMH 4 Dawson Ranch LLC GRIMMER 144 LF 6"PVC PIRR E: 2462965.60' s Pi Pi Pi Pi ci Pi 6865 S. Pemberle Pl. • .. PROPOSED GRIMMETT (w) w) EXISTING WATER LINE Meridian, ID 83642 P, P1 1)6"22.5° BEND / LATERAL CONCRETE z (1)6"TEE z z z ( N: 684025.52' P' z z H N: 684811.70' Jz 786 LF 6"PVC PIRR CAST IN PLACE JUNCTION $ WATER SERVICE, SINGLE Et DOUBLE Contact:Jarron Langston 370 LF 6"PVC PIRR _ z 291 LF 4"PVC PIRR I N 10 LF 6"PVC PIRR E: 2462976.OT LOT 7 E: 2462981.45' - 3 40X, SEE SHEET C 6.1 Phone: (208)724-6239 87 LF 4"PVC PIRR LOT 2 LOT 3 LOT 4 LOT 5 /e / 10 LF 6"PVC PIRR .OR DETAILS _ LOT 4 LOT 3 I a INSTALL PI MAIN DRAIN P 18 LF 4"PVC PIRR = (1)6"BEND / PL C4 �p� d� WATER VALVE, TEE Et BEND z LOT 5 (1)6"11.25° BEND U N: 684811.70' / ���P (1)6"90° BEND P1 N: 685108.39' - P z� (1)4"G.V. 67 LF 6"PVC PIRR ( E: 2462966.02' F N: 684010.13' FIRE HYDRANT '`•, P, LOT 6 (1)90� BEND E: 2462964.04' e� E: 2462965.94' _ I - __ w _(1)6"G.V. o� z LOT 7 (1)4"90° BEND J N: 685218.25' N: 684816.40' b EXISTING FIRE HYDRANT NOTES: (1)6"90° BEND I N: 685235.77' E: 2462857.33' E: 2462966.02' w �O� NO S: (1)6" 11.25° BEND E: 2462854.37'_ �• w -�W - W W - W W W W S. NETHERF EELD WAY N: 685604.18' �, Al w Ss ��� ss ss ss - s ss 347 LF 6'PVC PIRR (ir) EXISTING GRAVITY IRRIGATION (GI) LINE � ` • ERFIELD W?� � (1)6'G.v. 1. This drawing is considered preliminary unless I E: z46z880.zo' / 5 NETH 55 affixed with a municipal approval or N: 684329.70' \ / SS ' , •� E: 2462833.53' EXISTING PRESS. IRRIGATION (PI) LINE LOT 866 LF w 5 accompanied by a separate approval document. 62 LF 6"PVC R C 900 PVC PRESS. IRRIGATION (PI) LINE 2 All sanitary sewer improvements shall conform \\ SS = '`��� �:":• / 3 with the standards and specifications of the (1)4"G.V. LOT 23 City of Meridian. 818 LF 6"PVC PIRR (1) 11.25° BEND �:� \ LOT 22 z e (1)6"G.V. �- PI SERVICE Et METER 3. All culinary water improvements shall conform 1. N: 685208.24' I ` ' N: 684392.93' 1 R 1•, / E: 2462807.33' with the standards and specifications of the LOT 18 Cityi i ' " LOT 21 �\ \\ D4 o a' PI VALVE, TEE Et BEND City of Meridian. z `f '. � � e� 4. All improvements in the public right of way LOT 9 PROPOSED STREET LIGHT I I shall conform with the standards and o g\ z I '1s a _ - specifications of the Ada County Highway EXISTING STREET LIGHT J � � District (ACHD) and the Idaho Standards For LOT 20 Public Works Construction-ACHD Supplement \ l I � ��' ion) (oh)� EXISTING OVERHEAD UTILITY l� I z e (ISPWC ACHD). LOT 17 z - t 5. All private improvements shall conform to Idaho - z LOT 10ri L_\ �� ASTM F2881 STORM DRAIN Standards For Public Works Construction 329 LF 4"PVC PIRR J e L0� (ISPWC) standards and specifications. z EXISTING STORM DRAIN 6. Contractor to field locate and verify the horizontal and vertical location of all utilities LOT 19 3 oF \ / e ® ® SD COMBOBOX, CB Et CO prior to beginning work. LOT 11 I (1)6"TEE z (1)6"22.5° BEND PROPOSED STORM WATER \ / (1)6"x4"REDUCER LOT 16 z N: 685208.53' 2 e SAND Et GREASE TRAP �\ E: 2462469.38' 895 LF 6"PVC PIRR PROPOSED STORM SEEPAGE BED / P / PROPOSED GROUNDWATER j OBSERVATION WELL SURVEYOR .� LOT 12 o 2 EXISTING FENCE COMPASS LAND SURVEYING PLLC _ I LOT 15 e P��� 623 11TH AVE SOUTH Io FP� -x-x-x-x-x-x-x-x- DEMO FENCE NAMPA, ID 83651 H \\`� p\ ❑ ❑ ❑ a PROPOSED FENCE CONTACT:2510 w \ (S) RICHARD GRAY, PLS Y - - - - - - - - - - - EXISTING MAJOR CONTOUR J 0 w a LOT 13 <1 21 "9 LF 6 PVC PIRR I \ - - - - - - - - EXISTING MINOR CONTOUR LANDSCAPE ARCHITECT s STACK ROCK GROUP PROPOSED MAJOR CONTOUR 6"P.O.D. 404 S. 8TH ST., SUITE 154 / N: 685408.08' BOISE, ID 83702 3 E: 2462379.78A (208)716-4787 "I O CONTACT: G (LA)JESSE BUSTER 177 LF 6"PVC PIRR 'h a APPROVED FOR CONSTRUCTION: These plans are valid for construction only with the 6"P.o.D. signature of the design engineer on the line below. N: 685525.17' E: 2462253.30' Approved Date 200 LF 6"PVC PIRR on (1)6"90° BEND a N: 685604.96" ONAL E: 2462065.57" (1)6"90° BEND F O O (1)6"22.5° BEND N: 685596.46'J E: 2462065.52' 14176 8 LF 6"PVC PIRR c N�12/19/24r0 4U OF j 3 qR F R ') I :I a UTILITY MAIN/MAIN CROSSING.MAINTAIN HORIZONTAL AND VERTICAL IRRIGATION OWNERSHIP NOTES: IRRIGATION NOTES: PRESSURE IRRIGATION KEYNOTES ❑ SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, o STORM DRAIN, IRRIGATION, AMENITY, ETC.). ALL POTABLE/NON-POTABLE 1. THIS PRESSURE IRRIGATION (PI) SYSTEM WILL CONNECT TO THE 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN Keep West p, CROSSINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ISPWC SD-407.THE EXISTING PI SYSTEM IN THE KEEP SUBDIVISION. ACCORDANCE WITH THE BOISE PROJECT BOARD OF CONTROL DESIGN O INSTALL 8"AWWA C 900 SLEEVE E HORIZONTAL SEPARATION OF POTABLE WATER AND SEWER MAINS SHALL BE A • • • cv MINIMUM OF TEN (10) FEET FROM PIPE EDGE TO PIPE EDGE AS SHOWN IN ISPWC 2. THE KEEP SUBDIVISION PI IS OWNED AND OPERATED BY THE KEEP STANDARDS AND THE ISPWC SECTION 900. Subdivision SD-407.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND INSTALL 1.5" PI PE SERVICE LINE AND 4" VALVE BOX w/CURB STOP PER NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) HOMEOWNERS ASSOCIATION. 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER O a SHALL BE A MINIMUM OF TEN (10)FEET. WHERE NECESSARY FOR A POTABLE 3. WATER RIGHTS OWNED BY KEEP 2 SHALL BE ASSIGNED TO KEEP 1 LOCATIONS WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST ISPWC SD 901. Irrigation Plan WATER MAIN AND ANON-POTABLE WATER MAIN CROSS WITH LESS THAN 4. IRRIGATION WATER IS AND WILL BE DELIVERED BY THE NEW YORK BLOCKING IN ACCORDANCE WITH ISPWC REQUIREMENTS. EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,,THE CROSSING SHALL BE 03 INSTALL ARV CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR IRRIGATION DISTRICT. 3. PRESSURE IRRIGATION PIPE TO BE CLASS 200 SDR-21 PVC OR APPROVED A PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE PROJECT: WASTEWATER RULES(IDAPA 58.01.16). 5. BACKUP WATER IS PROVIDED BY AN EXISTING SINGLE POINT WATER EQUAL. O INSTALL 8" SS SLEEVE DRAWN BY: CRS w CONNECTION TO THE MERIDIAN WATER DEPARTMENT IN KEEP 4. PRESSURE IRRIGATION SERVICES TO BE 1.5" CLASS 200 POLYETHYLENE. LINE REVIEWED BY: ERB N © UTILITY MAIN/SERVICE CROSSING.MAINTAIN HORIZONTAL AND VERTICAL SUBDIVISION. SIZE SPECIFIED IN THESE PLANS TO SUPERCEDE DETAIL. 05 INSTALL 8" C900 PVC SLEEVE REVISIONS: SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES(SEWER, STORM DRAIN, IRRIGATION,AMENITY, ETC.).THE HORIZONTAL SEPARATION OF 5. ALL ROAD CROSSINGS SHALL BE SLEEVED WITH AWWA C-900 PVC. No. DATE REMARKS NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER v MAINS SHALL BE A MINIMUM OF TEN (10)FEET.WHERE IT IS NECESSARY FOR A 6. INSTALL DRAIN VALVE AT LOW POINT. E• POTABLE WATER MAIN AND A NON-POTABLE WATER MAIN TO CROSS WITH LESS 7. INSTALL AIR RELEASE VALVE AT HIGH POINTS IN THE P.I. SYSTEM. nv" THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES 8. FINDER WIRE IS REQUIRED PER BPBOC DESIGN STANDARDS. y FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 9. PRESSURE IRRIGATION PUMP STATION (KEEP 1) TO BE UPGRADED, AS v OF THE WASTEWATER RULES(IDAPA 58.01.16). o NECESSARY, BY OTHERS. k 10. PRESSURE IRRIGATION MAIN TO HAVE 30" BURY DEPTH, MINIMUM. o THE CONTRACTOR SHALL DIP THE WATER LINE BELOW THE IRRIGATION AND DATE: Q December 19, 2024 U STORM DRAIN PIPE CROSSINGS TO PROVIDE FOR AN 18" VERTICAL CLEARANCE BETWEEN THE IRRIGATION AND STORM DRAIN AND WATER PIPE. THE WATER SHEET NUMBER: a PIPE DEFLECTION SHALL BE ONE HALF THE PIPE MANUFACTURER'S wRECOMMENDATION. (SEE WATER NOTES #2 Et #3 ON SHEET C1.1. C �690 A