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HomeMy WebLinkAboutC-4.1 Water Plan MERIDIAN CITY APPROVAL LEGEND ss SDR 35 PVC SANITARY SEWER (ss) (ss) EXISTING SANITARY SEWER ® SANITARY SEWER MANHOLE Partners PROPOSED SEWER SERVICE w w PVC C-900 WATER LINE (w) (w) EXISTING WATER LINE 2815 East 3300 South, Salt Lake City, UT 84109 � WATER SERVICE,SINGLE Et DOUBLE (801) 305-4670 www.edmpartners.com � al WATER VALVE,TEE Et BEND FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING s"SANITARY (lr) EXISTING GRAVITY IRRIGATION(GI)LINE I I I I I •� 3 I I I I I I I I I I I I SEWER(TYP.) I I I I I I I I I I I I EXISTING PRESS. IRRIGATION(PI)LINE SCALE' 1" = 80' THE KEEP I I I I I I I I I I I I I I I I I I / / I BLOCKI I I t I I I I I II II II II II II /J C 900 PVC PRESS. IRR IGATION(PI)LINEPHASE 1 THE P 1 EXISTING PHASE 1 PI SERVICE 8 METER 0 40 80 160 240 EXISTING 8"CULINARY 1 I I 6" IRRIGATION I I BLOCK 3 WATER(TYP.) I I I 11 1 1 1 1 GRIMMETT LATERAL TO BE PIPED / OWNER: 1 1 1 (TYP.) - 1 1 - - - - - - - - - - - Pa e' a' PI VALVE,TEE$BEND 14 1 1 15 I I 16 I W2 1 17 I I �U I I 15 1 1 14 I I 13 I I 12 I I 11 _ / 1 Dawson Ranch, LLC 1 L - - - - - - - - -(pl� r / PROPOSED STREET LIGHT - - - - - - - - - (P�r - _ 6865 S. Pemberle Pl. 1 13 1 - _- - -- --- -- --- _- - -------_-._- -�-r- - - -� --- Meridian, ID 83642 c- _.:,-1. ., _.- � EXISTING STREET LIGHT 20 LF OF 12"x q'SS PIPE SLEE E ` (an) (off(, EXISTING OVERHEAD UTILITYaL Contact:Jarron Langston 12 �p,TERA PER CITY OF MERIDIAN SD SW1 Et SW2 PI PI PI PI PI PI PI wwwworGR� E� Phone: (208)724-6239 -- _ PI PI ASTM 3034D PVC STORM DRAIN 16 LF 8"PVC - - - - - - - - - EXISTING STORM DRAIN SD COMBOBOX,CB&CO �■■ n PI 241 LF 8"PVC - 37 LF 8"PVC PROPOSED STORM WATER r-1 " 3i i L 408 LF 8"PVC W6 28 LF 8"PVC ® SAND 8 GREASE TRAP NOTES: PI LU I - PI ' \ PI W6 W4 W1 W7 W8 W8 W4 �" PROPOSED STORM SEEPAGE BED 322 LF 8"PVC_ W1 W7 1. This drawing is considered preliminary unless W9 w 1 W6 - w w w w w w w o w w � � PROPOSED GROUNDWATER affixed with a municipal approval or S. NET Ht FIELD WAS( OBSERVATION WELL accompanied by a separate approval document. EX. SLOPE EASEMENT W6 w -A� .� ss - y/g EXISTING FENCE WA - 2. All sanitary sewer improvements shall conform S NETHERFIELD - _ _ -23 LF 8"PVC_ 1 -x-x-x-x-x-x- DEMO FENCE with the standards and specifications of the 25' LANDSCAPE BUFFER I �o� - W1 73 LF s"PVC City of Me dian. / e - W1 ��������� PROPOSED FENCE n - - - - - - - - 3 All culinary water improvements shall conform � p r \ I 1 W1 �' :'" PI 1 with the standards and specifications of the y. - EXISTING MAJOR CONTOUR W6 `� `' �� �� 8" WATER MAIN (CURRENTLY UNDER City of Meridian. W3 CONSTRUCTION AS PART OF VERTEX 4. All improvements in the public right of way 389 LF 8"PVC 3 PHASE 2 SUBDIVISION). CONTRACTOR TO shall conform with the standards and 1 WATER KEYNOTES COORDINATE WITH VERTEX CONTRACTOR specifications of the Ada County Highway AND CITY OF MERIDIAN FOR CONNECTION. District (ACHD) and the Idaho Standards For eP(,�G INSTALL SINGLE 1"WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD W1 Public Works Construction-ACHD Supplement ISPWC-ACHD). OQ�NS W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO THE CITY OF MERIDIAN ( ) I I SD-W6 5. All private improvements shall conform to Idaho - - - - - - - ----- Standards For Public Works Construction REMOVE EXISTING BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8"WATER (ISPWC) standards and specifications. s I MAIN. BLOW-OFF MAY BE RELOCATED. 6. Contractor to field locate and verify the 3LL' , \ horizontal and vertical location of all utilities W6 P` VERTEX PHASE CONNECT 8"WATER MAIN TO 8"WATER MAIN UNDER CONSTRUCTION IN VERTEX prior to beginning work. w W3 PHASE 2 SUBDIVISION. IN THE EVENT VERTEX 2 WATER MAIN IS NOT 2 SUBDIVISION CONSTRUCTED OR IN SERVICE, PROVIDE TEMPORARY 2"BLOW-OFF FOR FUTURE _ `� I 1 CONNECTION. 8X6 TEE MJxFLG w \�T \ _ / _ ® 1 �� W4 6"GATE VALVE (FLGxMJ) 6"WATER MAIN (LENGTH PER PLAN) FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9 3 SURVEYOR W5 INSTALL 90- ELBOW(MJxMJ) COMPASS LAND SURVEYING PLLC INSTALL DOUBLE 1"WATER SERVICE LINE AND METERS PER CITY OF MERIDIAN 623 11TH AVE SOUTHNAMPA, ID 83651 W6 SD-W1, SD-W2 Et SD-W3. SET METER ELEVATIONS ACCORDING TO THE CITY OF MERIDIAN SD-W6 (208)608-2510 I - W6 W7 CONTACT: \ � INSTALL 11.25' ELBOW(MJxMJ) �P�� 0 (S)W4 INSTALL 22.50" ELBOW(MJxMJ) LANDSCAPE ARCHITECT W5 INSTALL 8" (FLGxFLGxMJ) W9 (2)8"GATE VALVE(FLGxMJ) STACK ROCK GROUP 404 S. 8TH ST., SUITE 154 VERTEX PHASE 1 SUBDIVISION INSTALL 45" ELBOW(MJxMJ) BOISE, ID 83702 (208)716-4787 25.00' M1 INSTALL 8"COMBINATION AIR/VAC VALVE, PER ISPWC SD-408A CONTACT: LANDSCAPE BUFFER �� I Q (LA)JESSE BUSTER I 1 INSTALL 50 LF 12"x 3/8"STEEL SLEEVE, PER MERIDIAN STANDARD DRAWINGS SW1 Et SW2 UTILITY MAIN/MAIN CROSSING. MAINTAIN HORIZONTAL AND VERTICAL APPROVED FOR CONSTRUCTION: SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION,AMENITY, ETC.). ALL POTABLE/NON-POTABLE These plans are valid for construction only with the CROSSINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ISPWC SD-407.THE signature of the design engineer on the line below. ��^ a HORIZONTAL SEPARATION OF POTABLE WATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN (10) FEET FROM PIPE EDGE TO PIPE EDGE AS SHOWN IN ISPWC SD-407.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10)FEET. WHERE NECESSARY FOR A POTABLE Approved Date WATER MAIN AND A NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE 10.00' P.U.E. CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR \ a PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). ONALFFNc F © UTILITY MAIN/SERVICE CROSSING.MAINTAIN HORIZONTAL AND VERTICAL O �� SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, v STORM DRAIN, IRRIGATION, AMENITY, ETC.). THE HORIZONTAL SEPARATION OF 14176 a NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER cP 10/18/2 4 O O I'' co MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A 9 P��4tj J POTABLE WATER MAIN AND A NON-POTABLE WATER MAIN TO CROSS WITH LESS �9 TF of U I I ;� I THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL Ro R . BE 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 WASTEWATER RULES (IDAPA 58.01.16). Kee:r+ WATER NOTES: p West n I I I 1. WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS ='? AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD Subdivision SPECIFICATIONS AND DRAWINGS. 2. ALL WATER MAIN PIPE SHALL BE AWWA C-900 DR 18 (235 PSI). Water Plan 3. ALL FITTINGS TO BE AWWA C-110 DUCTILE IRON. A PROJECT: 4. ALL WATER MAIN PIPE AND WATER SERVICES SHALL BE BEDDED WITH DRAWN BY: CRS w SHEET NOTES TYPE I OR TYPE III BEDDING. TRENCH BACKFILL TO BE COMPACTED N 1. SEE SHEET C-1.1 FOR GENERAL AND WATER NOTES. TO 95% OF ASTM D698. TRENCH BACKFILL SHALL MEET STRUCTURAL REVIEWED BY: ERB 2. SEE SHEETS C 8.2 AND C 8.3 FOR WATER DETAILS. FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT REVISIONS: 3. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGED OF No. DATE REMARKS v DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. 5. ALL WATER MAIN PIPE SHALL BE COVERED WITH AT LEAST (4) FOUR FIRE ACCESS NOTES: 4. 8"WATER MAINS SHALL HAVE A MINIMUM OF 48" OF COVER DEPTH. FEET AND NO MORE THAN (6) SIX FEET OF APPROVED FILL 5. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT MATERIAL. FILL SHALL BE MEASURED FROM FINISHED GRADE TO TOP 1. Fire access to be 20' pavers with 75,000 lb loading tolerance. PATCH PER ISPWC SD-301, SD-303, SD-806 AND ACHD OF PIPE. Fire access to have fire department approved bollards REQUIREMENTS AS NEEDED IN AREAS WHERE EXCAVATION BELOW o restricting public vehicular access. EXISTING PAVEMENT IS REQUIRED. 6. WATER MAIN TO BE MARKED WITH MARKER TAPE PLACED BETWEEN 6 SIX AND 16 SIXTEEN INCHES BELOW FINISH SURFACE. TAPE TO k 2. Temporary fire access turnaround to comply with IFC figure ) (( ) o D103.1 in all regards and dimensions. Turnaround to utilize BE (3) THREE INCHES WIDE, 4 MIL PE, BLUE IN COLOR, WITH "WATER " CLEARLY MARKED ALONG THE LENGTH OF THE TAPE IN 1.5" DATE: PIPE q existing irrigation access gravel road which will be improved, as BLACK LETTERS October 14, 2024 necessary, to meet fire access requirements. Upon continuation SHEET NUMBER: of road, turnaround will be removed from open space lot 2 and Qlot and row road section will be brought into design standard. C �4el w A