Loading...
HomeMy WebLinkAboutC-4.1 Water Plan-C-4.1 Water Plan MERIDIAN CITY APPROVAL LEGEND ss SDR 35 PVC SANITARY SEWER (5s) m EXISTING SANITARY SEWER SANITARY SEWER MANHOLE ■ PROPOSED SEWER SERVICE w w PVC C-900 WATER LINE (W) (W) EXISTING WATER LINE 2815 East 3300 South, Salt Lake City, UT 84109 (801) 305-4670 www.edmpartners.com WATER SERVICE,SINGLE Et DOUBLE .2 dl WATER VALVE,TEE Et BEND FIRE HYDRANT Y ZYX EXISTING FIRE HYDRANT II II � (ir) EXISTING GRAVITY IRRIGATION(GI)LINE EXISTING 8"SANITARY _ SEWER(TYP.) I EXISTING PRESS. IRRIGATION(PI)LINE SCALE: 1" - 80 ^ / / THE KEEP PHASE 1 THE KEEP C 900 PVC PRESS. IRRIGATION(PI)LINE BLOCK 1 EXISTING PHASE 1 PI SERVICE 8 METER 0 40 80 160 240 E EXISTING 8"CULINARY IRRIGATION BLOCK 3 / WATER(TYP.) GRIMMETT LATERAL TO BE PIPED / OWNER: (TYP.) D4 e' a' PI VALVE,TEE El 14 15 16 W2 17 _ 15 _ 1 14 I_ 13 1 12 1 11 _ / 1 Dawson Ranch, LLC -1 - _ - fP�) - - - - pi) - - _(p - {pig ( )- - 6865 S. Pemberley Pl. PROPOSED STREET LIGHT _ _ --- -- ---------- - 13 --- __ EXISTING STREET LIGHT _ 20 LF OF 12"x 3"STEEL PIPE SLEEVE �� � - o IR K Meridian, ID 83642 _ _ - ---- L $ (an) )o�� EXISTING OVERHEAD UTILITY Contact:Jarron Langston I 12 �- ERA / - - - ( LAT PER CITY OF MERIDIAN SD SW1 a SW2 Phone. 0 ) 24-6239 P1 PI PI P1 PI PI PI ASTM F2881 STORM DRAIN ` �°� (2 8 7 -�--- _--- vi 167LF8"PVC `n ::E - - - - - - - - - EXISTING STORM DRAIN 1 -- � - ---- Q �,p, 4. WZ 0 Q SD COMBOBOX,CB&CO C v) P1 241 LF 8"PVC 37 LF 8"PVC / ®® PROPOSED STORM WATER J w ( 408 LF 8"PVC VV6 28 LF 8"PVC \ SAND Et GREASE TRAP NOTES: v� W6 W4 W1 W7 W8 PROPOSED STORM SEEPAGE BED =o �_ W1 VV7 �F4 1. This drawin is considered preliminary unless 322 LF 8' PVCW8W9 PROPOSED GROUNDWATER affixed with a municipal approval or - - = w /z, .' OBSERVATION WELL accompanied by a separate approval document. W6 W ss ss ss W8 EXISTING FENCE EX. SLOPE EASEMENT / - w _ �i � 2. All sanitary sewer improvements shall conform w I'_ S.NETHERF� 23 LF 8"PVC 10 Sspecifications of the •. with the standard and w sz � �" � � -x-x-x-x-x-x- DEMO FENCE City of Meridian. 00 I W6 W1 �\ ?' ".w . •.\ �� 73 LF 8"PVC ❑ ❑ ❑ PROPOSED FENCE 3. All culinary water improvements shall conform W1 with the standards and specifications of the EXISTING MAJOR CONTOUR W6 :.. �' City of Meridian. W3 8" WATER MAIN. CONTRACTOR TO 4. All improvements in the public right of way °� REMOVE EXISTING VALVE AND 389 LF 8"PVC shall conform with the standards and 3 COORDINATE WITH VERTEX CONTRACTOR specifications of the Ada County Highway fi - _ �� Q� AND CITY OF MERIDIAN FOR CONNECTION. WATER KEYNOTES \\� District (ACHD) and the Idaho Standards For G Public Works Construction-ACHD Supplement N VV1 l SQP INSTALL SINGLE 1"WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 ® Z �\ OQEN W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO THE CITY OF MERIDIAN (ISPWC-ACHD). SD-W6 5. All private improvements shall conform to Idaho Standards For Public Works Construction REMOVE EXISTING BLOW-OFF AND GATE VALVE AND CONNECT TO EXISTING 8" ISPWC standards ands specifications. 198 LF 8"PVC l e� W2 WATER MAIN. BLOW-OFF Et VALVE MAY BE RELOCATED/REUSED IF IN PROPER (ISPWC) p \ a $ CONDITION. 6. Contractor to field locate and verify the horizontal and vertical location of all utilities CONNECT 8"WATER MAIN TO 8"WATER MAIN UNDER CONSTRUCTION IN VERTEX w5 w9 W6 pj j VERTEX PHASE prior to beginning work. MOVE EX. HYDRANT 5' W3 PHASE 2 SUBDIVISION. IN THE EVENT VERTEX 2 WATER MAIN IS NOT WEST AND INSTALL 1 1.00, 2 SUBDIVISION CONSTRUCTED OR IN SERVICE, PROVIDE TEMPORARY 2"BLOW-OFF FOR FUTURE (1)8"x6"x8"TEE 3 81 LF 8"PVC CONNECTION. / (MJxMJxFLG) (1)8"G.V. (FLGxMJ) W5 8X6 E W4 6"GATE VALVEALVE (F(FLGxMJ) 6"WATER MAIN (LENGTH PER PLAN) 7 LF 8"PVC �I\• FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9 SURVEYOR Q "5 LF 6 PVC I v� �'/ W5 INSTALL 90° ELBOW(MJxMJ) - - -, COMPASS LAND SURVEYING PLLC Y INSTALL DOUBLE 1"WATER SERVICE LINE AND METERS PER CITY OF MERIDIAN 623 11TH AVE SOUTH Q \ SEE INSET DETAIL �' W6 SD W1, SD W2 8 SD W3. SET METER ELEVATIONS ACCORDING TO THE CITY OF NAMPA, ID 83651 LU MERIDIAN SD-W6 (208)608-2510 CONTACT: o LP _ W7 INSTALL 11.25° ELBOW(MJxMJ) (S) RICHARD GRAY, PLS 3 FIRE HYDRANT, PER W8 INSTALL 22.50° ELBOW(MJxMJ)SD-W8, SD-W9 LANDSCAPE ARCHITECT a ACHD SIDEWALK/ PU EASEMENT W9 INSTALL 8"TEE VALVE (FL xMJ) STACK ROCK GROUP • �x� /� / (2)8"GATE VALVE(FLGxMJ) VERTEX PHASE PROPERTY LINE 404 S. 8TH ST., SUITE 154 1 :w 1 SUBDIVISION IDAHO POWER EASEMENT / 8"X6"REDUCER 6"MAIN INSTALL 45° ELBOW(MJxMJ) 1(08)716 4787 DUAL METER i INSTALL 8"COMBINATION AIR/VAC VALVE, PER ISPWC SD-408A CONTACT: LA / \ 8"MAIN I (� INSTALL 50 LF 12"x 3/8"STEEL SLEEVE, PER MERIDIAN STANDARD DRAWINGS SW1 (LA)JESSE BUSTER El / I Et SW2 PROVIDE 4'HORIZONTAL CLEARANCE BETWEEN WATER MAIN AND EX.TELE VAULT. APPROVED FOR CONSTRUCTION: 8°MAIN i These plans are valid for construction only with the / signature of the design engineer on the line below. W W i UTILITY MAIN/MAIN CROSSING. MAINTAIN HORIZONTAL AND VERTICAL I„ 8"90° FITTING I SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, - I STORM DRAIN, IRRIGATION,AMENITY, ETC.). ALL POTABLE/NON-POTABLE / COMMON LOT w/TB CROSSINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ISPWC SD-407.THE HORIZONTAL SEPARATION OF POTABLE WATER AND SEWER MAINS SHALL BE A Approved Date \ / / F < a MINIMUM OF TEN (10) FEET FROM PIPE EDGE TO PIPE EDGE AS SHOWN IN ISPWC o 0 N o SD-407.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND / z U NON-POTABLE WATER MAINS(SANITARY SEWER, STORM DRAIN,AND IRRIGATION) � SHALL BE A MINIMUM OF TEN (10)FEET. WHERE NECESSARY FOR A POTABLE ONA L FN p Q a WATER MAIN AND A NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN v EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE F� tt CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE 14176 y / LU 0- WASTEWATER RULES(IDAPA 58.01.16). N 01/16/2 5 p 3 U x w z I I © UTILITY MAIN/SERVICE CROSSING.MAINTAIN HORIZONTAL AND VERTICAL OF U g SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, R� R VO b Q STORM DRAIN, IRRIGATION, AMENITY, ETC.). THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER p MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A 3 POTABLE WATER MAIN AND A NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL Keep West v BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES UTILITY INSET DETAIL FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 SCALE: 1"=10' OF THE WASTEWATER RULES (IDAPA 58.01.16). `.1 WATER NOTES: Subdivision :.I 1. WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS Water Plan AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS. A 2. ALL WATER MAIN PIPE SHALL BE AWWA C-900 DR 18 (235 PSI). PROJECT: w SHEET NOTES DRAWN BY: CRS N 1. SEE SHEET C-1.1 FOR GENERAL AND WATER NOTES. 3. ALL FITTINGS TO BE AWWA C-110 DUCTILE IRON. REVIEWED BY: ERB 2. SEE SHEETS C-8.2 AND C-8.3 FOR WATER DETAILS. REVISIONS: 3. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGED OF 4. ALL WATER MAIN PIPE AND WATER SERVICES SHALL BE BEDDED WITH No. DATE REMARKS v DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. TYPE I OR TYPE III BEDDING. TRENCH BACKFILL TO BE COMPACTED FIRE ACCESS NOTES: 4. 8"WATER MAINS SHALL HAVE A MINIMUM OF 48" OF COVER DEPTH. TO 95% OF ASTM D698. TRENCH BACKFILL SHALL MEET STRUCTURAL 5. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT 1. Fire access to be 20' pavers with 75,000 lb loading tolerance. PATCH PER ISPWC SD-301, SD-303, SD-806 AND ACHD Fire access to have fire department approved bollards REQUIREMENTS AS NEEDED IN AREAS WHERE EXCAVATION BELOW 5. ALL WATER MAIN PIPE SHALL BE COVERED WITH AT LEAST (4) FOUR U o restricting public vehicular access. EXISTING PAVEMENT IS REQUIRED. FEET AND NO MORE THAN (6) SIX FEET OF APPROVED FILL MATERIAL. FILL SHALL BE MEASURED FROM FINISHED GRADE TO TOP k 2. Temporary fire access turnaround to comply with IFC figure OF PIPE. oD103.1 in all regards and dimensions. Turnaround to utilize DATE: q existing irrigation access gravel road which will be improved, as 6. WATER MAIN TO BE MARKED WITH MARKER TAPE PLACED BETWEEN January 16, 2025 (6) SIX AND (16) SIXTEEN INCHES BELOW FINISH SURFACE. TAPE TO necessary, to meet fire access requirements. Upon continuation BE (3) THREE INCHES WIDE, 4 MIL PE, BLUE IN COLOR, WITH "WATER SHEET NUMBER: P. of road, turnaround will be removed from open space lot 2 and PIPE" CLEARLY MARKED ALONG THE LENGTH OF THE TAPE IN 1.5" Q lot and row road section will be brought into design standard. BLACK LETTERSC �4el w A