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Short Plat Final V1APPROVED )r :: 09M7,22 SITE IMPROVEMENTS TORINO LOCUST GROVE SHORT PLAT PROJECT AREA A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SECTION 17, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO VICINITY MAP SITE DATA TABLE City of Meridian SHEET INDEX NUMBER OF BUILDING PARCELS 4 Standard Notes ST-01.0 - COVER AND INDEX SHEET SITE AREA 0.87 ACRES EXISTING ZONING MEDIUM DENSITY RESIDENTIAL (R - 8) Residential and Commercial ST-02.0 - ESC PLAN 25' SANITARY SEWER CITY OF MERIDIAN, IDAHO GENERAL CONSTRUCTION 75.00' ST-03.0 - SHARED DRIVEWAY WATER PURVEYOR CITY OF MERIDIAN, IDAHO 1. All construction work shall be done in accordance with the current version of the Idaho Standards for ST-04.0 - STREET DETAILS ADDRESS 870 S LOCUST GROVE Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC -- (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway PARCEL NUMBER S 1117325415 District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more ST-05.0 - STREET STANDARDS 10' FRONT SETBACK 10' stringent of any of these standards shall be the controlling standards or specifications. IRRIGATION EASEMENT GARAGE SETBACK 15' 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at all times during construction (available on the website). Failure to REAR YARD SETBACK t2' have access to a current co of the Standard Specifications on site could be rounds for a stop work PROJECT SITE DESCRIPTION PY P g P SIDE YARD SETBACK 5' order until the situation is resolved. o THE PROPOSED PROJECT INCLUDES A 4 LOT SUBDIVISION WITH o SHARED DRIVEWAY, SEWER, AND WATER INFRASTRUCTURE. 3. The Contractor shall have plans stamped "Approved for Construction" by the City of Meridian on site at LEGEND all times. I 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre -construction conference prior LOT 2 LOT 3 EXISTING FEATURES to start of work. 8775 SF 8775 SF CONTACT ASPHALT SURFACING 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is PERSON/PROPERTY CURB o OWNER/PERMIT APPLICANT required. No work may begin on any project without Twenty Four (24) hour prior notice. N SIDEWALK OR CONCRETE JEREMY RAUSCH 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor 870 S LOCUST GROVE DRYWELL may not O or close water valves. r _ MERIDIAN, ID 83642 STORM MANHOLE Y open I 208-608-0860 I �I I 7. All material furnished on, or for the project must meet the minimum requirements of the approving CATCH BASIN agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish I I' I GUY WIRE POLE proof that all materials installed on this project meet the specification requirements set forth in General I I L Construction Note No. 1. I I POWER POLE/TELEPHONE POLE I I PROJECT ADDRESS LIGHT POLE 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling I I trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. LOT 1 I I LOT 4 870 MS LOCUS ER D IDGROVE TELEPHONE ENCLOSURE 10124 SF I 10124 SF WATER VALVE 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public o Works Department, and their decision shall be final. Such inspections shall not relieve the contractor FIRE HYDRANT from the responsibility of performing the work in an acceptable manner in accordance with the / � SANITARY SEWER MANHOLE DEQ/QLPE approved construction plans. LEGAL DESCRIPTION WATER LINE 10. Any deviation from the approved plans and specifications must have the applicable agency approval in oo SANITARY SEWER LINE writing prior to construction. ± ACCESS,3DRAINAGE, COMMENCING AT A BRASS CAP MARKING THE SOUTH WEST LINE AND UTILITY EASEMENT CORNER OF SAID SECTION 17, FROM WHICH A BRASS CAP STORM DRAIN L/ CULVERT 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit Q MARKING THE WEST 1/4 CORNER BEARS N.00'30'32'E. 2659.49 POWER LINE OHP OR BP from the Building Division of the Meridian Public Works Department. Any deviation in street light 3r I FEET; THENCE ALONG THE WEST LINE OF SAID SECTION 17 ( ) locations from the approved plans must be approved in writing from the City Engineer. W N.00'30'32'E. 2509.49 FEET TO A POINT; THENCE S.89'58'54'E. PP P PP 9 Y 9 TELEPHONE LINE (OHT OR BT) _ 48.00 FEET TO A 5/8 INCH IRON PIN, SAID IRON PIN BEING W THE POINT OF BEGINNING; GAS LINE 25' !j o THENCE 5.89'58'54'£. 252.00 FEET TO A 1/2 INCH IRON PIN; LANSDSCAPE � � � o CONTOURS BUFFER EASEMENT I W 7 Of EXISTING THENCE S.00'30'32'W. 150.00 FEET TO A 1/2 INCH IRON PIN; FENCE ROADWAY Q_ SIDEWALK 1. All Contractors working within the public road right-of-way are required to secure a right-of-way = THENCE N.89°58'54'W. 252.00 FEET TO A 5/8 INCH IRON PIN; SETBACK LINE 9 Y q 9 Y //i cn construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. � �--- THENCE N.00°30'32'£. 150.00 FEET TO THE POINT OF ___--_ I .I BEGINNING. 2. ACHD or ITD will inspect all work within the public rights -of -way to include utility trenches above the I I PROPOSED IMPROVEMENTS SAID PARCEL CONTAINS 0.87 ACRES, MORE OR LESS, AND IS pipe Zone. I I I I SUBJECT TO ALL EXISTING EASEMENTS AND RIGHT-OF-WAYS ASPHALT SURFACING I I I I OF RECORD OR IMPLIED. _ 1 1 CURB oI I- a CONCRETE OR SIDEWALK 25+.00 -24+nn 23+00 O DRYWELL S LOCUST GROVE ROAD IR IRRIGATION BOX in ® STORM MANHOLE LOCUST GROVE STA:24+34.90 = + SI = SHARED DRIVEWAY STA: 10+00.00 W OR II! CONCRETE INLET CURB INLET POWER POLE -� SIGN WATER VALVE WATER METER SANITARY SEWER MANHOLE CLEANOUT (CO) 8°WA c WATER LINE (AS SIZED) U o ® SLEEVE FOR WATER / SEWER CROSSING NGRAPHIC SCALE SS SANITARY SEWER LINE 30 0 15 30 60 -SD- I STORM DRAIN LINE / CULVERT v 1924 CONTOURS ( IN FEET) STORM WATER SWALE /POND M 1 inch = 30 ft. DIRECTION OF SURFACE STORM WATER DRAINAGE N 0 0 0 0 No. DESC. /DATE BY N O E G F4 u p1 u C ba 3 m a E c o v n boY 3 3 v - 30 Co vo � 6 N a N y O c v _ >Lo L = O R n rn t]0 y =� C iJ N �p N �t1 tv�o rn c cv LU W OO Q = _ z (D - � 0 0 V) Q 0 Q cr_ J lC) w OE o z LJJ U 0 UJ LU UJ ~ U 1- v= a SEAL SSIONAt aQp� Q�CG s "r �V,. rA 71728 �Z T DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-01.0 STREET APPROVED )r :: 09/1]/22 w N 0 4 V) 3 v N I M M N DEFINITION: A TEMPORARY STONE -STABILIZED PAD LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. PURPOSE: TO REDUCE THE AMOUNT OF MUD, DIRT, ROCK, ETC. TRANSPORTED ONTO PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF BY CONSTRUCTING A STABILIZED PAD OF ROCK SPALLS AT ENTRANCES TO CONSTRUCTION SITES AND WASHING OF TIRES DURING EGRESS. CONDITIONS WHERE PRACTICE APPLIES: WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD OR OTHER PAVED AREAS. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONES, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED. 1. AS REQUIRED 100' MINIMUM, EXCEPT MAY BE REDUCED TO 50' MINIMUM FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL. 2. THIS ESC PLAN SHOWS TWO CONSTRUCTION ENTRANCES. CONTACT THE OWNER FOR INFORMATION CONCERNING WHETHER THE ENTRANCE ON BROADWAY, OR THE ENTRANCE ON CONKLIN, OR BOTH OF THE ENTRANCES WILL BE UTILIZED FOR THIS PROJECT. BURIED FILTER FAE STABILIZED CONSTRUCTION ENTRANCE/CE TIRE WASH NTS SECTION STAKE ---- TAKE FILTER FABRIC SEE SECTION FOR INLET FILTER )TE). )VIDE FULL WIDTH OF INGRESS/EGRESS AREA. TOP OF GRATE INLET WITH APRON WADDLE (TYP.) PLAN \j/// j j// ❑ � ❑ o o ❑ A NOTE: 1. ALL DRYWELLS, INLETS, CATCH BASIN AND ANY OTHER STORMDRAIN FIXTURES WITH GRATED INLETS SHALL BE PROTECTED. STORM DRAIN STRUCTURE 2. PROTECTION SHALL REMAIN IN PLACE WITH FRAME AND GRATE UNTIL VEGETATION IS ESTABLISHED. 3. SEDIMENT MUST BE REMOVED WHEN IT REACHES 6" OR A OF THE HEIGHT OF THE FENCE. TEMPORARY INLET PROTECTION IP NTS INCH GRAVEL ;H MESH LAP UL IHIL WADDLE W NTS STANDARD NOTES: A. THE FILTER FABRIC FENCE SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, OVERLAP FILTER CLOTH AND SECURELY FASTEN BOTH ENDS TO THE POST. B. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES (WHERE PHYSICALLY POSSIBLE). C. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UP -SLOPE FROM THE BARRIER. THE TRENCH SHALL BE CONSTRUCTED TO FOLLOW THE CONTOURS. D. WHEN SLIT FILM FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP -SLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. SLIT FILM FILTER FABRIC SHALL BE WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. OTHER TYPES OF FABRIC MAY BE STAPLED TO THE FENCE. F. WHEN EXTRA -STRENGTH OR MONOFILAMENT FABRIC AND CLOSER POST SPACING ARE USED THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE "E" APPLYING. EXTRA CARE SHOULD BE USED WHEN JOINING OR OVERLAPPING THESE STIFFER FABRICS. G. LOCAL GOVERNMENTS MAY SPECIFY THE USE OF PROPERLY COMPACTED NATIVE MATERIALS. IN MANY INSTANCES, THIS MAY BE THE PREFERRED ALTERNATIVE BECAUSE THE SOIL FORMS A MORE CONTINUOUS CONTACT WITH THE TRENCH BELOW. 2" BY 2" WOODEN POSTS. STANDARD OR BETTER OR EQUIVALENT. 0.5' WIRE MESH SUPPORT FENCE FOR SLIT FILM FABRICS. 2' FILTER FABRIC MATERIAL _ I 5 PROVIDE WASHED GRAVEL, BACKFILL OR COMPACTED 8" MIN. — NATIVE SOILS AS DIRECTED BY LOCAL GOVERNMENT. BURIED BOTTOM OF FILTER MATERIAL IN 8" BY 12" TRENCH. FILTER FENCE FF NTS DEFINITION: A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. THE FILTER FENCE IS CONSTRUCTED OF STAKES AND SYNTHETIC FILTER FABRIC WITH A RIGID WIRE FENCE BACKING WHERE NECESSARY FOR SUPPORT. PURPOSE: 1. TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. 2. TO DECREASE THE VELOCITY OF SHEET FLOWS CONDITIONS WHERE PRACTICE APPLIES: FILTER FENCES MUST BE PROVIDED JUST UPSTREAM OF THE POINTS) OF DISCHARGE OF RUNOFF FROM A SITE, BEFORE THE FLOW BECOMES CONCENTRATED. THEY MAY ALSO BE REQUIRED 1. BELOW DISTURBED AREAS WHERE RUNOFF MAY OCCUR IN THE FORM OF SHEET AND RILL EROSION; WHEREVER RUNOFF HAS THE POTENTIAL TO IMPACT DOWNSTREAM RESOURCES. 2. PERPENDICULAR TO MINOR SWALES OR DITCH LINES FROM CONTRIBUTING DRAINAGE AREAS UP TO ONE ACRE IN SIZE. 3. CONTRACTOR SHALL COORDINATE WITH DESIGN ENGINEER FOR ACTUAL PLACEMENT LOCATIONS. MAINTENANCE: THE FILTER FENCE AND INLET PROTECTIONS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD AND SEDIMENT OFF OF THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC CLEANING WHEN SEDIMENT BUILD UP IS SIX INCHES OR ONE-THIRD OF THE FENCE OR INLET PROTECTION'S ORIGINAL HEIGHT. FILTER FABRI MATERIAL LOT 2 1 12+00 I I LOT 3 �a — — — - -J CONTACT PERSON/PROPERTY OWNER/PERMIT APPLICANT JEREMY RAUSCH 870 S LOCUST GROVE MERIDIAN, ID 83642 208-608-0860 PROJECT ADDRESS 870 S LOCUST GROVE ROAD MERIDIAN, ID 83642 PROJECT / SITE DESCRIPTION THE PROPOSED PROJECT INCLUDES A 4 LOT SUBDIVISION WITH ASSOCIATED STREET, SEWER AND WATER INFRASTRUCTURE. SOIL TYPE THE USDA NATURAL RESOURCES CONSERVATION SERVICE (NRCS) HAS MAPPED THE SOILS ON AND AROUND THE SITE AS BELONGING TO ELIJAH SILT LOAM, 0 TO 2 PERCENT SLOPES. THE SOILS ARE CLASSIFIED AS TYPE "C" SOILS. EXISTING CONDITIONS THE CURRENT USE OF THE SITE IS A RESIDENTIAL LOT WITH AN EXISTING HOUSE. THERE ARE EXISTING UTILITIES ON THE PROPERTY SUCH AS WATER AND SEWER SERVICES. ESC MEASURES PROTECT EXISTING AND PROPOSED STORM WATER MANAGEMENT FACILITIES FROM SEDIMENTATION DURING CONSTRUCTION ACTIVITIES. FILTER FENCES SHALL BE USED TO AID IN CONTAINING ANY SEDIMENT ON THE SITE DURING GRADING AND CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE USED AT POINTS OF INGRESS AND EGRESS FOR CONSTRUCTION VEHICLES. INLET PROTECTION SHALL BE USED AT ALL STORM WATER INLETS AND DRYWELLS. PROVIDE DUST CONTROL DURING DRY SEASON. REFER TO PLAN VIEW ON THIS SHEET FOR APPROXIMATE LOCATION OF THE ABOVE ITEMS ALL DISTURBED AREAS SHALL BE SEEDED PER THE LANDSCAPE PLAN. D]M EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE CITY OF MERIDIAN CODE AND THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES PREPARED BY THE WATERSHED AND AQUIFER PROTECTION BUREAU OF THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY. EROSION CONTROL MEASURES IN ADDITION TO THOSE INDICATED AS PART OF THIS PLAN MAY BE REQUIRED IF THE CITY ENGINEER DETERMINES INDICATED MEASURES ARE INADEQUATE. PERIODIC MAINTENANCE OF EROSION CONTROL MEASURES IS REQUIRED UNTIL PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL AND SUFFICIENT VEGETATION IS ESTABLISHED. SEE DETAIL SHEET FOR EROSION AND SEDIMENTATION CONTROL NOTES CONTRACTOR SHALL PROVIDE DUST CONTROL DURING CONSTRUCTION. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. NOTE, REFER TO COVER AND INDEX SHEET FOR VICINITY MAP. A No. DESC. / DATE I BY N O E Gcn fV Cn u m c m 'co 3 m a t c 0 Y v� n 3 3 30 c 0 vo > N m � T N a N d0 00 n C i R to .pp � C iJ N (p •� N C1 R el W = O Q z o Q V) — J U z cn O - U J C) "' O E z_ w E 2 O W w F ~ U W W w O v=i a SEAL SSIONAt fA 7U28r If T DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-02.0 STREET APPROVED )r :: 09/1]/22 2670 2660 2650 2640 2630 LOW PT STA: 11+63.69 LOW PT ELEV: 2639.81 P I ELEV:2639.73 K: 14.98 LVC:29.96 00 0 m M N W m W to^ oj �6 cOnr°'i oo + II N II N � �N II U> v) > N> I D u)> w > J W m W > aw J aw >� aw 3.52% -1.62 -1.007 1.00% EXISTING GRADE FINISHED GRADE 10+00 11 +00 SHARED DRIVEWAY PROFILE 12+00 2670 30' ACCESS AND UTILITY EASEMENT I` 4'1 1' GRAVEL rk 1' GRAVEL 4. 2660 I 2. SHOULDER SHOULDER y �10' 10' �,P .F 2% _ �2% 2 . 4" AGGREGATE / SUBGRADE PREPARATION AS SPECIFIED IN BASE / 10" STRUCTURAL GEOTECHNICAL RECOMMENDATIONS SUBBASE NOTES 1. MATERIAL AND COMPACTION REQUIREMENTS SHALL CONFORM WITH 2640 ISPWC STANDARD SPECIFICATION. 2. IF THE EXISTING SUBGRADE SOIL CONDITIONS INHIBIT PROPER COMPACTION, OVER -EXCAVATE MINIMUM 12" AND REPLACE WITH APPROVED ONSITE MATERIAL OR IMPORTED MATERIAL. 2630 SHARED DRIVEWAY TYPICAL SECTION -0 STA 10+25 TO STA 11 +83 NTS i I I i LOT 1 30' ACCESS, 1 1 DRAINAGE AND - UTILITY EASEMENT LOT 2 588'58'54•'E 1+00 26� I 12+00. SHARED DRIVEWAY PLAN LOT 3 12' IRRIGATION EASEMENT STA:10+35.92 OFF:30.06'LT _ TBC: 2640.69 FL: 2640.192 LLI 0 STA:10+36.87 _X. -' OFF: 24.10'LT - 0 TBC: 2640.87 FL: 2640.3170 fn STA: 10+38.90 0 OFF: 19.81'LT J 0 - EL: 2640.60 In STA:10+42.89 - - - - OFF: 15.28'LT EL: 2640.73 STA:10+42.88 OFF:15.1 VRT EL: 2640.74 STA:10+3891 - OFF: 19.63'RT EL: 2640.70 STA: 10+36.84 OFF: 24.04'RT TBC: 2641.01 FL: 2640.51 STA:10+35.93 OFF:29.16'RT - - - TBC: 2640.92 - - FL: 2640.421 STA:10+36.00 OFF: 65.33'RT TBC: 2641.04 FL: 2640.539 a J' I I I LOT 20.0' STA: 10+ 5 2.5 4 . OFF: 11.04LT EL640.98 - 57.83-I------------ STA:0+ 12 OFF8. 51LT L6 E: 241.08 � � I STA: 10+47.79 STA:10+33.95 p OFF:12.35'LT OFF:0.00' TBC: 2641.36 EL: 2640.42 't FL: 2640.864 HIGH POINT STA:10+54.91 STA: 10+47.73 SH, OFF: 0.00' OFF:12.17'RT I EL: 2640.89 TBC: 2641.29 FL: 2640.792 S89°58'54"E 'ED DRIVEWAY STA:0+57.39 OFF:1.49'RT --- -EL: 2641.07------------- STA: 10+52.31 0.0' OFF:10.92'RT EL: 2640.85 I LOT 4 I I STA:10+42.88 OFF:25.19'RT EL: 2641.14 I I i STA:10+42.98 OFF: 65.34'RT EL: 2641.17 SHARED DRIVEWAY DETAIL STA: 10+15 TO STA: 10+90 TABLE NOTES O1 ASPHALT PAVEMENT. SEE SHARED DRIVEWAY TYPICAL SECTION 1. REFER TO CONSTRUCTION NOTES AND DETAILS SHOWN ON DETAIL SHEETS. ON THIS SHEET. 2. SPOT ELEVATIONS REPRESENT FINISHED GRADE. 2O PROPOSED 30"x3O" STOP SIGN PER ISPWC STANDARDS. 3. EXISTING AND PROPOSED CONTOURS ARE SHOWN AT 1' INTERVALS. O34. INLET INLET CATCH BASIN TYPE 3 PER STD. PLAN N0. SD-603 ON RIGHT OF WAY PERMIT SHALL BE APPLIED FOR AND APPROVED PRIOR TO ANY WORK IN THE CITY OF MERIDIAN RIGHT-OF-WAY. 0 ALL PAVEMENT CUTS ARE TO BE APPROVED BY AND RIM ELEV. = 2639.69 COORDINATED WITH CITY OF MERIDIAN RIGHT OF WAY STA. 11+63.69 INSPECTOR. O4 SEEPAGE BED. SEE DETAIL SHEET ST-04.0. 5. ROAD SHALL BE MAINTAINED FREE OF OBSTRUCTIONS (INCLUDING PARKING, STORAGE OR SEASONAL SNOW PILES). SURFACE TO BE MAINTAINED. O5 60' VALLEY GUTTER DRIVEWAY APPROACH PER IDAHO 6. "NO PARKING -FIRE LANE" SIGNS SHALL BE POSTED ALONG STANDARDS FOR PUBLIC WORKS CONSTRUCTION STD. PLAN NO. BOTH SIDES OF ROADWAY PER SECTION D103.6 OF THE SD-708 ON ST-05.0 INTERNATIONAL FIRE CODE 2006 EDITION. ORI IRRIGATION BOX PER ISPWC SD-619. CONTRACTOR TO VERIFY RI 7. DRIVEWAY AND HOUSE RUNOFF TO BE DIRECTED TOWARDS EXISTING PIPE SIZE AND INVERTS. SET RIM OF NEW BOX E PROPOSED CATCH BASIN. IF OTHERWISE, ASSOCIATED DRAINAGE TO BE HANDLED WITH BUILDING PERMITS. ABOVE FINISHED GRADE. 8. ALL DIMENSIONS REFERENCE EDGE OF ASPHALT UNLESS OTHERWISE NOTED. O7 IRRIGATION PIPE. MATCH SIZE OF EXISTING PIPE. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) HORZ: 1 inch = 30 ft. VERT: 1 inch = 10 ft. NOTE: REFER TO COVER AND INDEX SHEET FOR VICINITY MAP A No. DESC. / DATE BY N >_ p G ONi u p1 u c 3 m a t c o Y v� n 3 3 3 p c p vo > N � � N ? a N o Ln 00 m v r Ln E C i R 00 0 .pp � C i N (p •� N C1 R Lu Q O � 2 Lu > cJ p U Q O Lu cc O Q z_ Lu O JW W r F ~ U w W w 00 V) a SEAL SSIONAt fA 7U28 T DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-03.0 STREET APPROVED )r :: 09/1]/22 'o 0 v 0 4 V) rn 3 v H V) I M I N NOTES 1PLACE ACCEPTABLE SOIL MATERIAL IN LAYERS TO REQUIRED SUBGRADE ELEVATIONS. 2. MATERIAL AND COMPACTION REQUIREMENTS SHALL CONFORM WITH ITO STANDARDS. 3. IF THE EXISTING SUBGRADE SOIL CONDITIONS INHIBIT PROPER COMPACTION, IT MAY BE NECESSARY TO OVER -EXCAVATE A MINIMUM 12" AND REPLACE WITH APPROVED ONSITE MATERIAL OR IMPORTED MATERIAL. 4. COORDINATE PAVEMENT SECTION WITH REMOVAL OF EXISTING FILL AND REPLACEMENT WITH STRUCTURAL FILL. 5. PAVEMENT SECTION SPECIFICATIONS PER GEOTECHNICAL REPORT BY ATLAS TECHNICAL CONSULTANTS SEPTEMBER 7,2021. 2.5" HMA 4" AGGREGATE BASE 10" STRUCTURAL SUBBASE RED IN VLV ILVIIIVIVFiL RLVVIVIMLIVVHIIVIVJ TYPICAL PAVEMENT SECTION N TS 18" MIN ASTM C-33 FILTER SAND- 3' MIN. (SEE NOTE 4) (SEE TABLE) EXCAVATE TO FREE -DRAINING SAND GRAVEL NOTES 1. REFER TO "SEEPAGE BED SIZING TABLE" ON THIS SHEET FOR SIZING AND DESIGN ELEVATIONS. 2. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND SHALL VERIFY ALL MATERIALS LOCATION AND SIZE. 3. GROUNDWATER IN THE VICINITY WAS ENCOUNTERED AT RANGES OF 9.2' TO 11.2' BELOW GRADE. GEOTECHNICAL ANTICIPATES GROUNDWATER TO BE LOWER THAN 7' DEEP. 4. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM OF 3'. GROUND WATER WAS NOT ENCOUNTERED ON THIS SITE DURING GEOTECHNICAL INVESTIGATION AND MONITORING. CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF GROUND WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANY INFILTRATION FACILITY. 5. INSTALL MINIMUM 30-MIL IMPERMEABLE PVC LINER ON SIDE OF SEEPAGE BED ADJACENT TO A BUILDABLE LOT WHEN BED SEPARATION IS LESS THAN 20' TO THE PROPERTY LINE. PLACEMENT, OVERLAP, AND SEAMING TO BE INSTALLED PER MANUFACTURED RECOMMENDATIONS, IN ADDITION TO THE FOLLOWING REQUIREMENTS SHALL BE MET: NO ANGULAR ROCK / DEBRIS / ETC. ALLOWED WITHIN 6" OF FABRIC, OVER LAP TO NOT BE LESS THAN 4", THE FINAL PRODUCT OF SEAM SHALL BE CAPABLE OF PRODUCING A CONTINUOUS HOMOGENOUS BOND AT EVERY LOCATION, MEETING SEAM STRENGTH REQUIREMENTS AS TO CREATE A LONG LASTING WATER -TIGHT BOND. 6. CAP PERFORATED PIPE AT ENDS 7. CONTRACTOR TO VERIFY FIELD CONDITIONS AND IF NECESSARY EXTEND BEND A MINIMUM OF 12" INTO FREE DRAINING MATERIAL. SEEPAGE BED SIZING TABLE NUMBER SEEPAGE BED TOP OF ROCK BOTTOM OF ROCK SEASONAL HIGH PERC. RATE SOILS TO ENCOUNTER STORAGE VOL DIMENSIONS (LxWxD) ELEVATION ELEVATION GROUND WATER (IN/HR) 1 40'x12'x5' 2629 2624 ANTICIPATED TO BE 8 IN/HR GRAVEL AND SAND 1302 (WITH PIPES) LESS THAN 2621 LOT 1 SEEPAGE BED AREA. 8" CORRUGATED POLYETHYLENE SEE TABLE— STA:F:0.8205 DRAINAGE PIPE -STA:11+16.05 — OFF:0.82'LT ----- --------- OFF: 0.80'LT — — — — — — — — — — — — — — — — 11 +00 12.0'I 6.8' OBSERVATION WELL 5.2' ---------------�— 1 12" PERFORATED HDPE PIPE SHARED DRIVEWAY 3LOT 4 ACCESS, DRAINAGE AND UTILITY EASEMENT SEEPAGE BED DETAIL 0 45° 4545'I 45'/ �45' 45°�, �45° 45' 45- 3/8" PERFORATIONS IN FULL SECTION OF PIPE AS SHOWN ABOVE. PIPE PERFORATIONS SCHEDULE ZL No. DESC. / DATE BY N >_ O G ON u O1 � 3 m a r c o v CL boY 3 3 3 O C O N O > a -I � � N ? a N � d0 m 00 n C i O R C. fn �..i 'pp � C iJ � fa •� ui L) (a U C L.0 00 V 0 J Q ` U z w 0 Q Q J Q 0 Z Lu 0 Lu F ~ U u w w a w V) a SEAL SSIONAt F� 1 T 99� Fcr1'. J? DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-04.0 STREET APPROVED )r :: 09/1]/22 _..vna�HN�IPL F�v�✓i cewe LEGEND NOTES 'BE , EIIIIAT— U H. �H REJ::Irv�ttR E__RJn v,;5 1 S�RFA�E n wE 9nsF . ERTJN-3.1 :(I'S IDAHO STANDARDS STANDARD DRAWING FOR PUBLIC WORKS TYPICAL TRENCH NO. SD-301 mho u.. !A A - - LE m� PLAN SECTION A —A LEGFIN D Ti - r. .E M SECTION B—B I, ',DAHO STANDARDS INLET CATCH BASIN ISTANDARD DRAWING FCRONSHRuc ORKS TYPE III N0. S D— 6 0 3 TYPICAL PIPE BEDDING SECTION BEDpNG SKiE?I I BFllOO;G YA1EM - .11 n l ...E — r.1 Er. -r — IE� NOTE IDAHO STANDARDS TYPICAL PIPE BEDDING STANDARD DRAWING FDR WORKS SECTION N0 CONSTRUCTION S D— 3 000NSTRUCTION � I 1 1 A A TOP VIFW sFCTON A —A ISOMETRIC GRA-E TvPE III 1 I TOP VIEW END VIEW NO —Es GRATE -RAME DETAIL LEGEND CATCH BASIN GEATE TY`E III SD-610A -I TAPE "B" � 11\ r \ TYPE 'P' TYPE "C" TvPE � L � T _ — PERSPECTIVE LEGEND= TYPICAL SECTION N 0 E S: VALLEY GUTTER SD-708 NOTES- IA.v .: r 11111 r.nu.. -) - - DOME SECTION 0000 4)" 0 0 0 0 DOME SPACING PERPENDICULAR RAMP IY Q\ YI SKEWED RAMP IDAHO STANDARDS DETECTABLE WARNING FOR I STANDARD DRAWNG FOR PUBLIC WORKS N0. SD-712 CONSTRUCTION PEDESTRIAN ACCESS HOX LID ETANOARI \ RAMP SECTION f �,oEw, —I— —I— A _ I. oso ElrvE . �s R.olrvs 111EE IN" o �,RE. TYPE "CY TYPE "C4" 15' RADIUS MINIMUM 15, RADIUS MINIMUM NOTES: ©TMI_IL'I ANTrE s-^,EE. , HHo,�Es w�EHE. OR �rHEET. 1— IN — re,owSNNssTVNI I' ITAN^ARo 1NRry mNE�no .—N-NIE PHiMAR. © nu RAMP s....... ..T caNFaRu To AOA REooIREMENs. THIS TTPE aF ICANEH Misr HnvE A INE. R,MP n,RNm PnRA— Ta THE PRIM,RI STREET. THE oll T AT I'l— —IIR RAoms sECE WHERE —INI Is E. EITEo. ll ...N "L C THE a111.1 E.— PARALLEL r E TR, S PEsEs.< E STOP I', of E PR MART E Cl 'A' NE of MEpsinN Ho ccaa nrvo c In.xEs HI..H AiEMEcaAa of TE RAMP arvo C,REOTM CN—CAll M�HTTHEE O ALL RAMPS —T HANE A MIniMLM ♦ FIlT x A Fool LAINNC. BEHIND — FOR PEOESTRIAII H CREW H E ,HE R.)I S I— All ,aoN o HE a.MPs I— BE 5 INCHES m K — . INEnE IF J,. o RAMP EROEE S1.1 Ta aE Isx. o z,x IDAH0 STANDARDS IP EDESTRIAN RAMP TYPE "C"I STANDARD DRAWING FOR PUBLIC CONSTRUCTIONKS FOR NEW DEVELOPMENT NO SD-712C ZL No. DESC. / DATE BY N E O o ON u ON u C c0 ba 3 m -E ai 0 o v 0 3 boY CL 3 3 3 O C O N O > a —I � � N ? a N y O Ln � CCIA a! .c: .0 N � Ln F_ C i O tko C i N �p •� N C1 fa N C W 00 Q (D Q � � 0 Z Q U z O Q WJ Lu O DC z w O Lu F ~ U w w w O V) a SEAL aQok F� 1 N 7028 T 5L �0 DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-05.0 STREET APPROVED )r :: 09M7,22 N U V) 0 N V) rn 3 v V) I M I N LEGEND EXISTING FEATURES ASPHALT SURFACING CURB SIDEWALK GRAVEL • FOUND POINT AS NOTED DRYWELL GUY WIRE POLE POWER POLE TELEPHONE ENCLOSURE WATER VALVE WATER METER FIRE HYDRANT SANITARY SEWER MANHOLE WATER LINE SANITARY SEWER LINE STORM DRAIN LINE / CULVERT POWER LINE (OHP OR UGP) TELEPHONE LINE (OHT OR UGT) GAS LINE CONTOURS FENCE FIBER OPTIC LINE PROPOSED IMPROVEMENTS ASPHALT SURFACING CURB SIDEWALK/CONCRETE SURFACING DRYWELL STORM MANHOLE OR CONCRETE INLET CURB INLET HEADWALL 10, POWER POLE WATER VALVE WATER METER FIRE HYDRANT WATER SHUTOFF / WATER VAULT ® SANITARY SEWER MANHOLE O CLEANOUT (CO) WATER SERVICE �,- SLEEVE FOR WATER / SEWER CROSSING SS SANITARY SEWER LINE (AS SIZED) SS SANITARY SEWER SERVICE STUB STORM DRAIN LINE / CULVERT CONTOURS STORM WATER SWALE / POND DIRECTION OF SURFACE STORM WATER DRAINAGE 1924.50 TOP OF CURB ELEVATION 1924.00 FLOWLINE ELEVATION CURB INLET CURB INLET 1924.00 INLET ELEVATION AT FLOWLINE 1924. 00 FINISHED GRADE ELEVATION (1924.00) (EXISTING GRADE ELEVATION) SEWER IMPROVEMENTS TORINO LOCUST GROVE SHORT PLAT A PORTION OF THE NW 1 /4 OF THE SW TOWNSHIP 3 NORTH, RANGE 1 EAST, ADA COUNTY, IDAHO 25' LANSDSCAPE BUFFER EASEMENT 1 /4 OF SECTION 17, BOISE MERIDIAN, LOT 2 I I I 'I I I I I I I I LOT 3 8775 SF 8775 SF o + N I I I I 30' I ACCESS, DRAINAGE, I I I I I I L AND UTILITY EASEMENT I I I I }a I I LOT 1 I � I LOT 4 10124 SF 10124 SF O + Ld I I = I I V) I: - - - - -- - - - - r - I I - - - - - - - - 0 0 0 No. DESC. /DATE BY N O E F4 o u p1 u c � 'co 3 m a t c }o, v n boY 3 3 VICINITY MAP C 0 � .6 N a N y O to m d .0 > � E C i R C. N -IRRIGATION SHEET INDEX O tk° EASEMENT y •` SS-01.0 - SANITARY SEWER COVER SHEET SS-02.0 - SANITARY SEWER PLAN C +� U) .pp C i o SS-03.0 - SANITARY SEWER DETAIL SHEET N �p N 2t CL C) W PROJECT ADDRESS 870 S LOCUST GROVE ROAD C MERIDIAN, IDAHO 83642 R 0 EXISTING 4 SEWER SERVICE I i I I 25+00 0 _- 24+00 S LOCUST GROVE ROAD EXISTING 8" LOCUST GROVE STA:24+34.90 = PVC SANITARY - rn SI = SHARED DRIVEWAY STA: 10+00.00- SEWER MAIN CONTACT PERSON/PROPERTY OWNER/PERMIT APPLICANT JEREMY RAUSCH 870 S LOCUST GROVE MERIDIAN, ID 83642 208-608-0860 PROJECT / SITE DESCRIPTION THE PROPOSED PROJECT INCLUDES A 4 LOT SUBDIVISION WITH ASSOCIATED STREET, SEWER and WATER INFRASTRUCTURE. City of Meridian Standard Notes Residential and Commercial SEWER 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 2. 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 it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall 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). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems I - (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 23+00 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service line crosses a storm water treatment facility (i.e., seepage beds, drainage swales). GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. LU 00 LU (D Q 0 V o U U Z LU 0 Q LU 0 oc v, Z w E 2 0 LU F ~ U Uj w w 'o v= a SEAL SSIONAt rA 7UZ8 T DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. SS-01.0 SEWER APPROVED )r :: 09/1]/22 ZL No. DESC. / DATE BY N >_ O O F4 u O1 L ba 3 m a,r c o v n boY 3 3 v — 3 O C O N O .6 N a � N el Lu O z cD Q Q 0 V Lu O Q J Lu O DC z Lu E 5 O W Lu F ~ U H W w O 2 w W a SEAL aQox Q�Co S r 51-�0 DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. SS-02.0 SEWER APPROVED )r :: 09/1]/22 ZL No. DESC. / DATE BY N >_ O O F4 u O1 L ba 3 m a,r c o v n boY 3 3 v — 3 O C O N O .6 N a � N Lu 00 J (D Q V 0 Lu U Z O Q O E w z Lu O W Lu F ~ U H W w O 2 w W a SEAL aQox Q�Co S r 51-�0 DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. SS-03.0 SEWER APPROVED )r :: 09M7,22 LEGEND EXISTING FEATURES ASPHALT SURFACING CURB SIDEWALK ROCK • FOUND POINT AS NOTED DRYWELL GUY WIRE POLE POWER POLE TELEPHONE ENCLOSURE WATER VALVE FIRE HYDRANT SANITARY SEWER MANHOLE WATER LINE SANITARY SEWER LINE STORM DRAIN LINE / CULVERT POWER LINE (OHP OR UGP) TELEPHONE LINE (OHT OR UGT) GAS LINE CONTOURS FENCE FIBER OPTIC LINE PROPOSED IMPROVEMENTS ASPHALT SURFACING CURB GRAVEL SIDEWALK/CONCRETE SURFACING DRYWELL STORM MANHOLE OR CONCRETE INLET CURB INLET HEADWALL cQ, POWER POLE H WATER VALVE FIRE HYDRANT WATER SHUTOFF / WATER VAULT SANITARY SEWER MANHOLE CLEANOUT (CO) yy WATER SERVICE SLEEVE FOR WATER / SEWER CROSSING SANITARY SEWER LINE (AS SIZED) SANITARY SEWER SERVICE STUB STORM DRAIN LINE / CULVERT 1924 CONTOURS STORM WATER SWALE / POND DIRECTION OF SURFACE STORM WATER DRAINAGE 1924.50 TOP OF CURB ELEVATION 1924.00 FLOWLINE ELEVATION CURB INLET CURB INLET 1924.00 INLET ELEVATION AT FLOWLINE 1924.00 FINISHED GRADE ELEVATION (1924.00) (EXISTING GRADE ELEVATION) d U WATER IMPROVEMENTS TORINO LOCUST GROVE SHORT PLAT A PORTION OF THE NW 1 /4 OF THE SW TOWNSHIP 3 NORTH, RANGE 1 EAST, ADA COUNTY, IDAHO 25' LANSDSCAPE BUFFER EASEMENT 1 /4 OF SECTION 17, BOISE MERIDIAN, PARCEL #: S 1117325415 I I I 'I I I LOT 2 I I I I I I LOT 3 8775 SF 8775 SF I o + N I r— -- 30' ACCESS, DRAINAGE, I II I II I I I I I I L AND UTILITY EASEMENT I I I< Iw IW LOT 1 10124 SF j0 101024 SF + I� Ii I h I I ; I I I IIIh 12' - IRRIGATION EASEMENT 0 0 Ln �2 0 0 M VICINITY MAP SHEET INDEX WA-01.0 - WATER COVER SHEET WA-02.0 - WATER PLAN PROJECT ADDRESS 870 S LOCUST GROVE ROAD MERIDIAN, IDAHO 83642 CONTACT PERSON/PROPERTY OWNER/PERMIT APPLICANT JEREMY RAUSCH 870 S LOCUST GROVE MERIDIAN, ID 83642 208-608-0860 PROJECT / SITE DESCRIPTION THE PROPOSED PROJECT INCLUDES A 4 LOT SUBDIVISION WITH ASSOCIATED STREET. SEWER and WATER INFRASTRUCTURE. City of Meridian Standard Notes Residential and Commercial WATER 1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1. 2. 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 it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall 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). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall 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). 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the contractor shall coordinate with the Public Works Inspector. GRAPHIC SCALE 3 30 0 15 30 60 0 a 3 o ( IN FEET ) 1 inch = 30 ft. H V) I M I N 0 0 0 0 No. DESC. / DATE BY N E p F4 R u p1 u C 3 m a r c o H n boY 3 3 v- 30 c p vo � � N ? a N � o t](1 GCA v •C � C i O R C. fn tko I� C i N �p •� N C) f0 U R LU 00 LU (D Q O V 0 U U Z LU 0 Q � J Q O oC ZLU E G O Uj LU ~ U U w w 'o x W cn a SEAL SSIONAt aQp� Q�Co S N 7028 T 14 c I DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. WA-01.0 WATER APPROVED )r :: 09M7,22 NOTES 1 SEE STANDARD Dk . INN6 F:` VET--3 SET -ER G OF METER VAULT F. FVATION AN- DR 71V 'N1 F IT I1 ,5_ (L6•) 2 LOCAIL VAULI ON NCilll OR -AS- SILL C PHOPLRIY L NE (P/L, ONL" LOS BJILD NG LOS WIT-. A 3—FOOT S,DE YARD SET BACK, THE IVA-ER METER S-AL_ OENTEREJ 12"-24" '4 N1 FROV -HE SIDE YARD PROPERTY \E. B' SSW _ 1 DFIFH C- /--C ice'✓ 11 N- 1 / C� TO RESIDENCE W I"� � � NOTCH VAU_ DV_R �C C MC-CR vAULT sERVIc- uvE 6 W %r i z PRC"_R T" PIV DOUBLE WATER METER BRANCH FITTING AND LOCATION 1 IO RF SICFW;- LEGEND -NTS- `y (f) Mh I; H VAU.1 NOICH -;)R SIRVI;- I IN ',. / BRANCI- = -TING 1" X 3/4" f 3/',' BA_L VALVE (X2) Mh I�H Sh "FR (� SERVIC-E MARKER, 2 x i. OR 3" DIAME-ER 'NOODGV POLO I'ANI;D FILOHf-SChVI HLLE. C 1"d SCRVIC= LINE I OCA I N.; WI-2h WITH HI Lh INSJI A IIJR. REVISED JUNE 2019 R) PLGG CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL 3/4" DOUBLE SPECIFICATIONS TO THE IDAHO STANDARDSFOR WATER SERVICE CONNECTION W3 RuaPUBLICCOc woRKs CONSTRUCTION STORHAUG NOT FEED LINE FROM STREET WITH TWO 1" METERS INSIDE VAULT. TABLE Ol 8" HDPE WATER MAIN TAP AND DOG LEG BY THE WATER DIVISION OF PUBLIC WORKS (PAID FOR BY DEVELOPER PRIOR TO PERFORMING WORK). THE WATER DIVISION OF PUBLIC WORKS WILL INSTALL TAPPING SLEEVE, VALVE, VALVE BOX, AND BLOCKING ASSOCIATED WITH TAP. CONTRACTOR SHALL INSTALL IMPROVEMENTS BEGINNING AT VALVE OUTLET. 22 WATER METERS TO BE INSTALLED BY THE WATER DIVISION OF PUBLIC WORKS AFTER BUILDING PERMITS ARE ISSUED AND FEES ARE PAID, NOT WHEN WATER SERVICE LINES ARE INSTALLED. THE INSTALLATION OF METER PITS AND ALL METER SETTER APPURTENANCES ARE THE RESPONSIBILITY OF THE CONTRACTOR O3 1" HDPE WATER SERVICE PER CITY OF MERIDIAN STANDARDS. O4 SAWCUT, REMOVE, AND REPLACE EXISTING ASPHALT FOR UTILITY IMPROVEMENTS PER INLAND NORTHWEST PAVEMENT CUT POLICY. TACK COAT PRIOR TO PAVING, MATCH EXISTING GRADE AND ROAD SECTION. OS EXISTING 2" WATER SERVICE TO BE REDUCED TO 1" RESIDENTIAL SERVICE AND EXTENDED TO LOT 1. NOTES 1. REFER TO CONSTRUCTION NOTES AND DETAILS. 2. SPOT ELEVATIONS REPRESENT FINISH GRADE. 3. EXISTING AND PROPOSED CONTOURS ARE SHOWN AT 1' INTERVALS. 4. RIGHT OF WAY PERMIT SHALL BE APPLIED FOR AND APPROVED PRIOR TO ANY WORK. 5. ROAD SHALL BE MAINTAINED FREE OF OBSTRUCTIONS (INCLUDING PARKING, STORAGE OR SEASONAL SNOW PILES). SURFACE TO BE MAINTAINED. 6. "NO PARKING -FIRE LANE" SIGNS SHALL BE POSTED ALONG BOTH SIDES OF ROADWAY PER SECTION D103.6 OF THE INTERNATIONAL FIRE CODE 2006 EDITION. 7. DRIVEWAY AND HOUSE RUNOFF TO BE DIRECTED TOWARDS PROPOSED DRAIN. IF OTHERWISE, ASSOCIATED DRAINAGE TO BE HANDLED WITH BUILDING PERMITS. WATER NOTES 1. ALL MATERIALS AND INSTALLATION PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS, THE CITY OF MERIDIAN AND ISPWC. 2. LOCATION OF EXISTING WATER MAINS & SERVICES SHOWN ARE APPROXIMATE ONLY. CONTRACTOR TO VERIFY LOCATIONS PRIOR TO CONSTRUCTION. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. NOTE: REFER TO COVER AND INDEX SHEET FOR VICINITY MAP. A ZL No. DESC. / DATE BY N O E G 0) u O1 � 3 m a r c o Y i bo CL a)-- 3 p c p vo � .6 N a N � d0 00 m 0 n C i R tko •pp � C i N (p •� N L) (p C R W = 0 z (D Q J V D Lu 0 Q Q J 0 � z Lu E L 0 Ld F ~ U w w w O V) a SEAL SSIONAt aQp� Q�Co S L N 7UZ8 VZ DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. WA-02.0 WATER