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Home My WebLink AboutC-4.0 Utility Layout-C-4.0 Utility Plan MERIDIAN CITY APPROVAL DM ' � Partners 2815 East 3300 South, Salt Lake City, UT 84109 (801) 305-4670 www.edmpartners.com • EXISTING 8"SANITARY I SEWER(TYP.) SCALE: 1" = 80' EXISTING 8"CULINARY THE KEEP I I I WATER(TYP.) I I I I I I I I I I I PHASE 1 I I I I I I I THE KEEP EXISTING WATER MAIN I I I I I J / I BLOCK 1 I I BLOW EXISTING TO BE REMOVED I I I PHASE 1 / 0 40 80 160 240 I EXISTING 6" I I I I BLOCK 3 I I I I I FOR CONNECTION CONNECT TO EX. 8" IRRIGATION (TYP.) I I I I I I I GRIMMETT LATERAL TO BE PIPED / OWNER: I I SEWER BLOCKED I I / / I 14 EX. 6"PVC PI. CUT-IN TEE AND 16 OUT STUB I 16 15 I I 14 I I 13 I I 12 I I 11 / 1 Dawson Ranch, LLC I VALVE FOR CONNECTION. SEE SHEET 6.0. I ( ) I �r �pi� {$lr --�(Q ) _ _ (PiY� 6865 S. Pemberley Pl. 13 I --- REMOVE EX. 2"BLOWOFF AND CONNECT --- GRIMMETT LATERAL _ _ :. _ - - �-- -- - -- �--�--•- . Meridian, ID 83642 TO REMAIN OPEN DITCH _ - _ TO EX. 8"CULINARY WATER. RELOCATE 2" \ F WATER 12 - _ TERAE F WATER B MAIN ON TO TE RFIOE ARWAYD(AOT BRIDGE) Contact:Jarron Langston •,:� __ _ PI PI PI PI PI PI PI _ -� - _ ' E ►-A Phone: (208)724-6239 GPk PI PI PROPOSED 8"SANITARY PROPOSED PRESSURIZED SEWER P-2.4 SEE IRRIGATION SERVICE(TYP.) / PROPOSED 48"SANITARY Q SHEET PP 2.4 SEWER MANHOLE PER nJ P ISPWC SD 501 (TYP.) U PROPOSED STORM PROPOSED 8"CULINARY LP�� L; O PI PROPOSED 8"CULINARY PROPOSED w N I ( CURB INLET(TYP.) WATER(TYP.) / FpFt� NOTES: WATER(TYP.), SEE I FIRE HYDRANT e J PROPOSED 1. This drawing is considered preliminary unless PI SHEET C-4.1 �' PROPOSED PRESSURIZED -- \� FIRE HYDRANT p y J 25.00'LANDSCAPE BUFFER ° 6"IRRIGATION (TYP.) affixed with a municipal approval Or = ---�- w w w w w w w w w w .w Y _ � 55� ss ss - 55 � _ 55 5S 5- 55 - 55 accompanied by a separate approval document. PROPOSED 48" j NETHE FI C�SW� --X� END OF ROADWAY 2. All sanitary sewer improvements shall conform PROPOSED 8"SANITARY w _ '� CONSTRUCTION. SEE FARR with the standards and specifications of the EX. SLOPE EASEMENT SANITARY SEWER - _ ss - SEWER(TYP.)SEE - � \\ I MANHOLE(TYP.) ss -- -s _- - SHEET PP-2.1 e HES FOR _ PROPOSED 48" CROSSING SHEETMeridian. EMJ SEEPAGE B #2DE SEE SANITARY SEWER I F_ k CONTINUATION 3. All culinary water improvements shall conform 1 -PROPOSED 8"SANITARY \ MANHOLE(TYP.) PROPOSED STORM / with the standards and specifications of the PROPOSED 8"CULINARY ""� \� �� SHEET C-5.3 \ City of Meridian. '�� SEWER(TYP.)SEE � SAND Et GREASE TRAP, PROPOSED WATER(TYP.) SHEET PP 2.2 `'. •.` APPROX. LOCATION OF SEE SHEET C 5.3 (TYP.) 48"SANITARY SEWER \ SEEPAGE BED#3, SEE I I '' / 4. All improvements in the public right of way \ I + EX. SEWER LATERAL. e/ MANHOLE(TYP.) CONNECT 8"WATER MAIN TO )I SHEET C-5.3 .J C� ti U CONTRACTOR TO SEEPAGE BED#1, SEE / VERTEX PHASE 2 8"WATER MAIN shall conform with the standards and I specifications of the Ada County Highway SHEET C-5.3 INSTALL 50 LF 12" a I I u �' COORDINATE WITH / / STEEL SLEEVE District ACHD and the Idaho Standards For u •,,� PROPOSED 8"SANITARY SEWER HOMEOWNERS TO MAKE e� \\ ( ) Z (TYP.)SEE SHEET PP 2.3 z� C� ( Public Works Construction-ACHD Supplement � 1� CONNECTION TO NEW �� 8"WATER MAIN CURRENTLY \ O- I I I I SERVICE. /� Q�r1SPP VERTEX PHASE O2SSUB IVIISOION (N INISPWC ACHD). li I I �0 ) 5. All private improvements shall conform to Idaho \ L,-i P, (ISPWC) standards and specifications. Standards For Public Works Construction _ b I \ I / 6. Contractor to field locate and verify the horizontal and vertical location of all utilities w w a PROPOSED WATER DOUBLE w \ SERVICE CONNECTION PER J VERTEX PHASE prior to beginning work. Q 1 SD W3, SEE SHEET C 8.2 (TYP.) \ / �� 2 SUBDIVISION SDR 35 PVC SANITARY SEWER = 3 N Y �,. I PROPOSED PRESSURIZED / ss Q h 6" IRRIGATION (TYP.) -_ (SS) (s5) EXISTING SANITARY SEWER w PROPOSED WATER SINGLE �' SERVICE CONNECTION PER \ i i' ® SANITARY SEWER MANHOLE \ SD-W2, SEE SHEET C-8.2 (TYP.)�\ PROPOSED TERMINAL 48" / �� /��/ SURVEYOR SANITARY SEWER MANHOLE P /// PROPOSED SEWER SERVICE COMPASS LAND SURVEYING PLLC F623 11TH AVE SOUTH PER ISPWC SD-501 (TYP.) � i w w /� PVC C-900 WATER LINE \ (w) Iw) EXISTING WATER LINE NAMPA, ID 83651 OPEN (208)608-2510 - L SEEPAGE BED#4, SEE SPACE P\ RPM- / WATER SERVICE,SINGLE Et DOUBLE CONTACT: SHEET C-5.3 0 �(E _ (S) RICHARD GRAY, PLS \ I P�FZ Pa Iol a I WATER VALVE,TEE Et BEND FIRE HYDRANT LANDSCAPE ARCHITECT PROPOSED FIRE EXISTING FIRE HYDRANT e STACK ROCK GROUP HYDRANT PER SD-W8, SEE SHEET PER S (TYP.) VERTEX PHASE (lr) EXISTING GRAVITY IRRIGATION(GI)LINE 404 S. 8TH ST., SUITE 154 SE, ID 83702 (018)716 4787 1 SUBDIVISION EXISTING PRESS. IRRIGATION(PI)LINE 25.00' / LANDSCAPE BUFFER I C 900 PVC PRESS. IRRIGATION(PI)LINE/ CONTACT: 0 (LA)JESSE BUSTER I 0 PI SERVICE&METER PI VALVE,TEE a BEND 10'SIDEWALK � PROPOSED STREET LIGHT APPROVED FOR CONSTRUCTION: These plans are valid for construction only with the EXISTING STREET LIGHT signature of the design engineer on the line below. (.h) EXISTING OVERHEAD UTILITY i ASTM F2881 STORM DRAIN Approved Date EXISTING STORM DRAIN SD COMBOBOX,CB&CO PROPOSED STORM WATER ANAL SAND Et GREASE TRAP FFNG�� V PROPOSED STORM SEEPAGE BEDPROPOSED F F� o\• y / GROUNDWATER OBSERVATION WELL 14176 O O EXISTING FENCE Z. 4U (P 12/19/240 0 :.:;' =.� `J -x-x-x-x-x-x- DEMO FENCE 9R�OF �JQ- R PROPOSED FENCE - - - - - - - - - EXISTING MAJOR CONTOUR Kee v p West E 31 I : I Subdivision Utility Plan UTILITY MAIN/MAIN CROSSING. MAINTAIN HORIZONTAL AND VERTICAL A SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, PROJECT: i STORM DRAIN, IRRIGATION,AMENITY, ETC.). ALL POTABLE/NON-POTABLE �j CROSSINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ISPWC SD-407.THE DRAWN BY: CRS N HORIZONTAL SEPARATION OF POTABLE WATER AND SEWER MAINS SHALL BE A REVIEWED BY: ERB a, MINIMUM OF TEN (10) FEET FROM PIPE EDGE TO PIPE EDGE AS SHOWN IN ISPWC REVISIONS: SD-407.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER, STORM DRAIN,AND IRRIGATION) No. DATE REMARKS v SHALL BE A MINIMUM OF TEN (10)FEET. WHERE NECESSARY FOR A POTABLE Ey WATER MAIN AND A NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE v CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR x SEWER NOTES: PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE v 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WASTEWATER RULES (IDAPA 58.01.16). WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SECTION 500. UTILITY MAIN/SERVICE CROSSING. MAINTAIN HORIZONTAL AND VERTICAL k SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, 0 2. SANITARY SEWER SERVICES SHALL BE TYPE 'A'-'D' SERVICE STORM DRAIN, IRRIGATION,AMENITY, ETC.). THE HORIZONTAL SEPARATION OF DATE: o CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE FROM SEWER NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER December 19, 2024 Q MAIN TO RIGHT-OF-WAY. MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND A NON-POTABLE WATER MAIN TO CROSS WITH LESS Y 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL SHEET NUMBER: STANDARD DRAWING SW3. 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 w4. SEWER MANHOLES SHALL BE 48" STANDARD TYPE A COMPLYING OF THE WASTEWATER RULES (IDAPA 58.01.16). A WITH ISPWC-ACHD SD-507 C �490