Loading...
CC - Short Plat FinalSITE IMPROVEMENTS TORINO LOCUST GROVE SHORT PLAT A PORTION OF THE NW 1 /4 OF THE SW 1 /4 OF TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE ADA COUNTY, IDAHO City of Meridian Standard Notes Residential and Commercial GENERAL CONSTRUCTION 1. All construction work shall be done in accordance with the current version of the Idaho Standards for 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 District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. 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 have access to a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. The Contractor shall have plans stamped "Approved for Construction" by the City of Meridian on site at all times. 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre -construction conference prior to start of work. 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water valves. 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be approved in writing from the City Engineer. '?" ROADWAY 1. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 2. ACHD or ITD will inspect all work within the public rights -of -way to include utility trenches above the pipe zone. LOT 2 8775 SF LOT 1 10124 SF I I I ---------- 25' 75.00' SECTION 17, MERIDIAN, I 10 IRRIGATION EASEMENT I I I o I I I LOT 3 8775 SIF I I I I � I �I I I I I 0 -p- LOT 4 i[971F�*i7 30' ACCESS, DRAINAGE, AND UTILITY EASEMENT I I I - - - - - - - - - - _.;. 25+.00 o 23+00 S LOCUST GROVE ROAD LOCUST GROVE STA:24+34.90 = M SI = SHARED DRIVEWAY STA: 10+00.00. . PROJECT AREA i SHEET INDEX ST-01.0 - COVER AND INDEX SHEET ST-02.0 - ESC PLAN ST-03.0 - SHARED DRIVEWAY ST-04.0 - STREET DETAILS ST-05.0 - STREET STANDARDS PROJECT / SITE DESCRIPTION THE PROPOSED PROJECT INCLUDES A 4 LOT SUBDIVISION WITH SHARED DRIVEWAY, SEWER, AND WATER INFRASTRUCTURE. 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 LEGAL DESCRIPTION COMMENCING AT A BRASS CAP MARKING THE SOUTH WEST CORNER OF SAID SECTION 17, FROM WHICH A BRASS CAP MARKING THE WEST 1/4 CORNER BEARS N.00'30'32'E. 2659.49 FEET; THENCE ALONG THE WEST LINE OF SAID SECTION 17 N.00'30'32'E. 2509.49 FEET TO A POINT; THENCE S.89'58'54'E 48.00 FEET TO A 5/8 INCH IRON PIN, SAID IRON PIN BEING THE POINT OF BEGINNING; THENCE S.89'58'54'E. 252.00 FEET TO A 1/2 INCH IRON PIN; THENCE S.00'30'32'W. 150.00 FEET TO A 1/2 INCH IRON PIN; THENCE N.89'58'54'W. 252.00 FEET TO A 5/8 INCH IRON PIN; THENCE N.00'30'32'E. 150.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 0.87 ACRES, MORE OR LESS, AND IS SUBJECT TO ALL EXISTING EASEMENTS AND RIGHT-OF-WAYS OF RECORD OR IMPLIED. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. VICINITY MAP SITE DATA TABLE NUMBER OF BUILDING PARCELS 4 SITE AREA 0.87 ACRES EXISTING ZONING MEDIUM DENSITY RESIDENTIAL (R - 8) SANITARY SEWER CITY OF MERIDIAN, IDAHO WATER PURVEYOR CITY OF MERIDIAN, IDAHO ADDRESS 870 S LOCUST GROVE PARCEL NUMBER S 1117325415 FRONT SETBACK 10' GARAGE SETBACK 15' REAR YARD SETBACK 12' SIDE YARD SETBACK 5' LEGEND EXISTING FEATURES ASPHALT SURFACING ................ CURB SIDEWALK OR CONCRETE DRYWELL STORM MANHOLE CATCH BASIN GUY WIRE POLE POWER POLE/TELEPHONE POLE LIGHT POLE TELEPHONE ENCLOSURE WATER VALVE FIRE HYDRANT SANITARY SEWER MANHOLE WATER LINE SANITARY SEWER LINE STORM DRAIN LINE / CULVERT POWER LINE (OHP OR BP) TELEPHONE LINE (OHT OR BT) GAS LINE CONTOURS FENCE SETBACK LINE PROPOSED IMPROVEMENTS ASPHALT SURFACING CURB + CONCRETE OR SIDEWALK O DRYWELL IR IRRIGATION BOX ® STORM MANHOLE OR ® CONCRETE INLET 1W CURB INLET POWER POLE -� SIGN WATER VALVE WATER METER SANITARY SEWER MANHOLE CLEANOUT (CO) 8 WA WATER LINE (AS SIZED) ® SLEEVE FOR WATER / SEWER CROSSING SS SANITARY SEWER LINE SD STORM DRAIN LINE / CULVERT 1924 CONTOURS C STORM WATER SWALE / POND DIRECTION OF SURFACE STORM WATER DRAINAGE 0 0 0 0 0 No. DESC. /DATE BY N E O 0 � u 3 m �s c o 0 3 boY a 3 �o >= o 72 ^1 N ■ y O on 4)� .0 o c i R tko y s N tp N C. �C.1 f0 N v C cv LLJ w 00 L _ z o 0 L Q 0 a � J 0 Lu 0 IY oz LU U 0 w w F ~ U H W w O x W cn a SEAL SSIONAt aQp�TF� rA 7�28 9y- FCFI�F^J;J DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-01.0 STREET 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 ////I/ I /A// j//�///\/ 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 w N 0 N 3 v N I M M N INCH GRAVEL ;H MESH LAP UL IHIL WADDLE W N TS 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 PROVIDE WASHED GRAVEL, BACKFILL OR COMPACTED 8" MIN. — ►j NATIVE SOILS AS DIRECTE02���� BY LOCAL GOVERNMENT. BURIED BOTTOM OF FILTER MATERIAL IN 8" BY 12" TRENCH. FILTER FENCE FF NTS .... ... I I I ....... ....� .'.............. .....Q.' .............. ...W . :............. I � 0 0 ! I 9+75 J. 100, ——....... Mtn.:C �W E . .... �. ....... ..................... ........... { ... . . . . I 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 FF LOT 1 I I LOT 2 ——1-----SHARED DRIVEWAY ------- 11+00 FF 1 12+00 LOT 3 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. 211111][111V 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. 0 A A No. DESC. / DATE I BY N E 0 N � O1 c 'no 3 m �s c 0 Y � 0 3 a 3 w — 00 �o ojo m ~ ■ a ^7 .5 N ■ y O � an m w 00 .0 o Ln C i O R tko J..++ C i N �p •� N C. � U tp C R W 00 a z � o a cn — J z u a O- U J 0 Lu O E z_C w 2 O Lu F ~ U u w 0 v= a SEAL SSIONAt aQp�TF� fA 7028 T 9� FCFI�F^J;J DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-02.0 STREET 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 o N W ccm to^ o cOn6 + f oo + II N II N � �N II II II .. U j N > w> > >w c~n > w > J W W > aw J aw >� aw 3.52% -1.62 -1.007 1.00% EXISTING GRADE FINISHED GRADE 10+00 11 +00 12+00 SHARED DRIVEWAY PROFILE i I I i LOT 1 30' ACCESS, DRAINAGE AND v I 4 3 UTILITY EASEMENT "E 1 +00 S SHARED DRIVEWAY PLAN 2670 30' ACCESS AND UTILITY EASEMENT I` 4'1 1' GRAVEL rk 1' GRAVEL 4. 2660 I- 2. SHOULDER SHOULDER .F Mq�, 10' 10' 2% 2% l.P - - - - - - - - - - - 2650 2.5" HMA J / / \ '-\ , \! _ j j , _ , 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 LOT 2 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 'w'-' OFF: 24.10'LT - 0 TBC: 2640.87 FL: 2640.370 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+38 91 OFF: 19.63'RT EL: 2640.70 STA: 10+36.84 OFF: 24.04'RT TBC: 2601� FL: 2640.5.51 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 1 I i I I I I LOT 20.0' STA: 10+ 5 2.5 4 . OFF* 11.04LT EL: 2640.98 - STA:0+57.83-I------------ OFF:18.51LT OFF: 241.08 STA: 10+47.79 STA: 10+33.95 p OFF:12.35'LT OFF:0.00' TBC: 2641.36 EL: 2640.42 FL: 2640.864 HIGH POINT STA:10+54.91 STA: 10+47.73 OFF: C.00' OFF:12.17'RT EL: 2640.89 TBC: 2641.29 FL: 2640.792 89°58'54"E SHARED DRIVEWAY I STA:0+57.39 77 _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 i EL: 2641.14 I I I i 4 STA:10+42.98 OFF: 65.34'RT EL: 2641.17 HARED DRIVEWAY DETAIL STA: 10+15 TO STA: 10+90 TABLE NOTES O1 ASPHALT PAVEMENT. SEE SHARED DRIVEWAY TYPICAL SECTION ON THIS SHEET. 1. REFER TO CONSTRUCTION NOTES AND DETAILS SHOWN ON DETAIL SHEETS. 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 0 0 0 0 0 No. DESC. / DATE BY N O O � u � C �bp 3 m s c `0 0 3 boY a 3 3 w 00 �o OJo m `~ a ^1 N ■ y O � an 00 m w .0 .FLn o C i O R tko ..J s ++ C i N tp •2t N �C.1 cUnO R w Q � O CD 2 Lu > c! " a W O 0 O Q z w O JW W r F ~ U w W w 00 v= a SEAL SSIONAt aQ0k T 5L �0 9� FCFI�F^J;J DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-03.0 STREET NOTES 1PLACE ACCEPTABLE SOIL MATERIAL IN LAYERS TO REQUIRED SUBGRADE ELEVATIONS. 2. MATERIAL AND COMPACTION REQUIREMENTS SHALL CONFORM NTH 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 — — — — — — — — — — — — — — — 12 .� 6.8' 11 +00 OBSERVATION WELL 5.2' -------------------J� 12" PERFORATED HDPE PIPE SHARED DRIVEWAY 3LOT 4 ACCESS, DRAINAGE......................................................... AND UTILITY EASEMENT SEEPAGE BED DETAIL 0 45' 45' 45' 45' 45' 45' 45° 45' 3/8" PERFORATIONS IN FULL SECTION OF PIPE AS SHOWN ABOVE. PIPE PERFORATIONS SCHEDULE 0 0 0 0 0 No. DESC. / DATE I BY N O 0 mu � C bp :5 3 m �s c y0, Y � 0 3 a 3 w — � O � O (u O a ^1 N ■ y O w � .0 o n C i O R y++ C iJ � f6 •� ui U C Lu 00 r n� V L 0 J < " a,,, 0 - 0 J 0 0 z_ w 0 Lu F ~ U w w w O x w V) a SEAL SSIONAt aQp�TF� F� •1 T 51� o 9 9� FCFI�F^J;J DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-04.0 STREET EVI✓i cewe LEGEND NOTES `✓` H. �N REJ::ia�ttR E__RJn v,;5 �G) aAGtFLLL .ND �Cu ,r.Icw Paa Y_ r.N-SB6 (pl S�RFn�F nEl .rn .ENI- 9nSF r•F� . CRO.v-a,rr _£_-J-SG_`. :(I'S IDAHO STANDARDS STANDARD DRAWING FOR PUBLIC WORKS TYPICAL TRENCH NO. SD-301 m" 1 u.. !A A - - m _J PLAN SECTION A —A LEGFIN D 1 SECTION B—B I, rDAHOSTANDARDSINLET CATCH BASIN STANDARD DRAWING DRON .PUBLIC S TYPE III NO SD-603 -AA TYPICAL PIPE BEDDING SECTION BEDpNG SKTE?1 I BFllOOTG YATEM I, —I - II A'Si , l Cr. -r i - IE� NOTE IDAHO STANDARDS TYPICAL PIPE BEDDING I STANDARD DRAWING FDR PUBLICWORKS SECTION N0 coNSTRUcS D— 3 000NSTRUCTION 1 A A LI 1 TOP VIEW 1 SECTION A —A ISOMETRIC GRATE T"PE III 1I If TOP VIEW END VIEW NOTES GRATE -RAME DETAIL LEGEND CATCH BASIN GEATE TYKE III SD-610A TYPE "B" TYPE "C" � I TL E� TYPE 'P'. - - T"I'E.' VALLEY GUTTER SD-708 NOTES- IAwv .: r cry-, r..u.. DOME SECTION -11 � F:1 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 I: BOX LID ETANDARI CNRD RAMP SECTION l —I —I— �.. c 'TAN -AI "FB +x rals Rnoics uusT BE wa D.RD I'. TYPE "CY TYPE "C4" 15' RADIUS MINIMUM 15, RADIUS MINIMUM NOTES: ©TML'I ANTrE ' ,F EET . PaDn�EB wnEHE. OB cDRe IN — re.owSUR.csTvdI I' ITANCARo 1DRB mHE�norM .—NSION E PHiunRY srHEET. © ALL ': s....... ..T caNFaRu TD ADA REODIREUENTs. OD Tars rnE of ICANER u�sr Hx.E . INA. A— To THE PRIu,RT FTFEET. THE DN—IT AT —1— —11F RADms 11— —E —INc IB E. EITED. E11 r FB C TaE —1 FIT Ex.RP� PARAE-EDP e.R, DR E PR— ,TAE J H FACE rof - STAaIARD 1E11 AND D Il ClEs al..a ATNECB.a IF M RAUP ANo Il REDTu.CNWTHI.ALLY — TIE E OH ALL RAUPs —T HA.E A Rlniuu.r . FcoT x A FOOT LAINNG BEH- THE" FOR PEDESTRuns a CREW E B ,I TME F- S 1IFIN AND Aa — TIE aAI.PS I— DE 5 INCHES mlBx — A INrnEs IF J,. o R— ERDBS Sl— TD BE I711. D z,x IDAH0 STANDARDS PEDESTRIAN RAMP TYPE "CT.I STANDARD DRAWING FOR PUBLIC CONSTRUCTIONKS FOR NEW DEVELOPMENT NO SD-712C 0 0 0 0 0 No. DESC. / DATE I BY N O O � u � C h0 3 m s c N 0 3 b03Y a 3 3 w 00 � O � O a ^I N ■ a O on w .c: � .0 0 D o "1 C i O in ��. �ko J.J .= 4- C i N �p •� N C. U tp C W 0 cr-0 O a a o Ln o z Q u z O a � J 0 Lu O �C w z w O Lu F ~ U w w w O v= a SEAL F� 1 T 5L �0 A 9 C S C? 9� FCFI�F^JJ DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. ST-05.0 STREET 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 POWER POLE WATER VALVE WATER METER FIRE HYDRANT WATER SHUTOFF / WATER VAULT ® SANITARY SEWER MANHOLE 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) N U N 0 N V) rn 3 v N I M I N 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 LOT 2 8775 SF 30' ACCESS, DRAINAGE, - AND UTILITY EASEMENT LOT 1 10124 SF 75.00' 1 /4 OF SECTION 17, BOISE MERIDIAN, 0 0 LOT 3 8775 SF 0 0 ........ ..I I I I I I I_ I. I I: I o I LOT 4 " LLJL 10124 SF o Of + � I a I � 2 0 i 12' IRRIGATION EASEMENT VICINITY MAP SHEET INDEX SS-01.0 - SANITARY SEWER COVER SHEET SS-02.0 - SANITARY SEWER PLAN SS-03.0 - SANITARY SEWER DETAIL SHEET PROJECT ADDRESS 870 S LOCUST GROVE ROAD MERIDIAN, IDAHO 83642 CONTACT 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. 0 0 0 0 No. DESC. /DATE BY N E O 0 � u 'no 3 m �s c o Y 0 3 bio a 3 w — � o � o 0jo a ^1 N ■ y O � an 00 m w .0 o E C i R tko N �p •� N �C.1 f0 U v c�v LU 00 w Q 0 Ln U Z z w 0 a LU 0 Ln Z w E 2 0 LU F ~ U � w w 'o x W 1n a SEAL SSIONAt aQ0k Q�Co S TF� rA 70 T 5L �0 97- FCFI�F^J;J DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. SS-01.0 SEWER 0 0 0 0 0 No. DESC. / DATE BY N O O � u � C � h0 3 m .s w c o Y � 0 3 a 3 w — �o �o (Uo m r! a r" N ■ y+ O N � LU 00 z c� Q Q o w o a_ J 0 w O DC L n z LU O W LU F ~ U H W w O 2 w 0 a SEAL aQox Q�@ S N 7028 r 51-�0 9� FCFI�F^J;J DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. SS-02.0 SEWER 0 0 0 0 0 No. DESC. / DATE BY N O O � u � C � h0 3 m .s w c o Y � 0 3 a 3 w — �o �o (Uo m r! a r" N ■ y+ O N � LU � 00 a Q o LU 0 U Z cr- o a_ LU J 0 0 E w z LU Ln c—)r- O W LU F ~ U H W w O 2 w 0 a SEAL aQox Q�@ S N 7028 r 51-�0 9� FCFI�F^J;J DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. SS-03.0 SEWER 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) W 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) 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 LOT 2 I I I I I I LOT 3 8775 SF 8775 SF I o + N I FA—_ 30' II......... I ..I I L ACCESS, DRAINAGE, AND UTILITY EASEMENT; I I I 3 I IQ Iw. I> LOT 1 Io: LOT 4 10124 SF I I 10124 SF + Imo. I=. IU) I I ; I I -------- =��I}— I IIIh r-- — — — — — — 12' - IRRIGATION EASEMENT 0 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 mt 1. Construction of the water system shall conform toEthe 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 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 0 0 0 0 0 No. DESC. /DATE BY N � O � u �bb 3 m �s c o 0 3 boY a 3 — 00 �o (U �o 72 ^1 N w � .0 o n C i O R 0. fn tko I� C i N �p •N .C.12t CL f0 U R LU 00 w Q 0 L o U Z z w 0< � J 0 Q 0 oc z w C 2 0 Uj LU ~ U U w w 'o x W cn a SEAL SSIONAt aQp�TF� N 7028 T 9� FCFI0F^JJ DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. WA-01.0 WATER NOTES ". SEE STANDARD DRAWING Nib FOR ME -ER SE -TER CL OF METER VAULT- FI FVATIDN AND DRAWING W1 FCR FTTINGS_ 2, C 2_ _CCAI VAULI ON NO III DR _ASI SIDL 01 FROFLR IY JUL, Cr 3. ONLY =0R BUILDING LOS WIT -I A 3-F0O- SIDE YARD SET BACK, -HE WA -ER METER SHA__ CENT=RED 12"-24" U", N/E =ROM THE SIDE YARD PROPER-Y LIN=. _ 8' S/w _ DF�IF C= 3 1 N... 12" 3/4,� ) W TO RCSIDCN GC NCTCI VAJLT OVER �C C- ME -ER VAU= SERVICE _IKE F) I �1 W J PRc'_RT" PI', DOUBLE WATER METER BRANCH FITTING AND LOCATION ' IO Rh>ICF N; LEGEND -NTS-— C Mh IFP VAU.' NO CH FOR SIkVI:- IIVF'i. g, FFANCH FIT-ING 1" X 3/," 03 3/4" BALL VALVE (X2) Mh IFR SF I'h, (� SERVICE MAR,<-R, 2 x 4 OR 3" DIAME-ER %'OCD7N POLE PAINIFU,61 1"'D SERVICE LINE 0 ICCAIING WIR- WII- P U- INSJIAIIDN REVISED JUNF 201E B) PLUG CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL 3/4" DOUBLE SPECIFICATIONS TTHE STANDARDS FOR WATER SERVICE O CONNECTION W3 PUBLIC WORKS CONSTRUCTION STORHAUG NOT FEED LINE FROM STREET WITH TWO 1" METERS INSIDE VAULT. TABLE O1 8" HOPE 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" HOPE 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. 0 0 0 0 0 No. DESC. / DATE BY N C O mu � C h0 3 m �s c o boY O 3 a 3 w — � o �o (uo ■ a ^1 It N ■ y O w � •C o n N C i R tko C i N �p •� N •C.1 U tp C R W 00 Q a Lu 0 a \Q 0 z_// LJ� �5w LL 0 Lu W r F ~ U H w Oa 2 � cn SEAL aQpe Q�Co CO 7028 ,z -� 9� FCFInF__ 14 c I DATE 5/20/2022 DRAWN SH CHECKED AJS PROJECT NUMBER 21-333 DRAWING NO. WA-02.0 WATER