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Oakwinds Phase 2 Construction Documents V1
SITE DEVELOPMENT PLANS FOR O Fr ON30 oapzrn wa M F w w i�80 � =ozo U zwa i �rGntn .. — ..*___.. — ..1E 8" SS 8" W 12" W O Y -12 99.79 PROPOSED CL PROPOSED SWALE PROPOSED SECTION LINE PROPERTY LINE/TRACT LINE PROPOSED CROWN LINE ROAD RIGHT OF WAY LOT LINE EASEMENT PROPOSED 8" SEWER PROPOSED 8" WATER PROPOSED 12" WATER PROPOSED CURB EXISTING EDGE OF PAVEMENT PROPOSED SEWER MANHOLE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED RETAINING WALL SIDEWALK RAMP PROP. STORM DRAIN PROP. CATCH BASIN PROPOSED CONTOUR EXISTING CONTOURS TOP OF CURB ELEVATION GRADE BREAK 10.00 PROPOSED SPOT P ELEVATION EXISTING PAVEMENT SPOT ELEVATION PROP HEADWALL PROP. SAND & GREASE TRAP STORM WATER INFRASTRUCTURE EASEMENT PROPOSED STORM DRAIN MANHOLE PROPOSED STREETLIGHT PROPOSED STOP SIGN, YIELD SIGN, ROUNDABOUT CIRCULATION SIGN PROPOSED STREET SIGN PHASE LINE CERTIFICATION OF COMPLIANCE WITH DESIGN STANDARDS THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: (NONE) OAKWIND ESTATES - PHASE 2 NORTHEAST CORNER OF MCDERMOTT ROAD AND MCMILLAN ROAD MERIDIAN, IDAHO CIVIL ENGINEER OWNER/DEVELOPER LAND SURVEYOR ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. 950 W. BANNOCK STREET, SUITE 1100 BOISE, IDAHO 83702 TELEPHONE: (208) 918-0100 CONTACT: BRANDON MCDOUGALD, PE VICINITY MAP NOT TO SCALE THE OAKS BUILD TO RENT, LLC 4900 N. SCOTTSDALE RD.,SUITE 4900 SCOTTSDALE, AZ 85251 TELEPHONE: (602) 751-5895 CONTACT: JASON JARVIS L4hd!A"LVAwi\ LAND SOLUTIONS 231 E. 5th ST., SUITE A MERIDIAN, ID 83642 PHONE: (208) 288-2040 CONTACT: CLINT HANSEN, PLS ZONING: R-15 GROSS ACREAGE: 8.82 AC TOTAL NUMBER OF LOTS: 80 NUMBER OF BUILDING LOTS: 70 NUMBER OF COMMON LOTS: 10 GROSS DENSITY: 7.94 DU/AC DEVELOPMENT TYPE: SINGLE FAMILY RESIDENTIAL eiml kq rim 21MA F1I_]!� HORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY) VERTICAL: NAVD88 KTGY 17911 VON KARMAN AVE., SUITE 200 IRVINE, CA 92614 PHONE: (949) 797-8332 CONTACT: AARON ALDUENDA SHEET INDEX 01 COVER SHEET 02 GENERAL NOTES 03 PAVING & UTILITY KEY MAP 04 DEMOLITION & EXISTING CONDITIONS 05 GRADING PLAN 06 GRADING DETAILS 07 PAVING PLAN & PROFILE 08 PAVING PLAN & PROFILE 09 PAVING PLAN & PROFILE 10 PAVING PLAN & PROFILE 11 PAVING PLAN & PROFILE 12 PAVING PLAN & PROFILE 13 PAVING AND DRAINAGE DETAILS 14 DRAINAGE DETAILS 15 LIGHTING AND SIGNAGE PLAN 16 OVERALL UTILITY PLAN 17 UTILITY PLAN & PROFILE 18 UTILITY PLAN & PROFILE 19 UTILITY PLAN & PROFILE 20 UTILITY PLAN & PROFILE 21 UTILITY PLAN & PROFILE 22 UTILITY PLAN & PROFILE 23 IRRIGATION PLAN Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES ABBREVIATIONS ABC AGGREGATE BASE COURSE AC ACRES/ASPHALT CONCRETE ADA AMERICANS WITH DISABILITIES ACT B.C. BRASS CAP B/C BACK OF CURB BCF BRASS CAP FLUSH BOG BOTTOM OF GRAVEL BOS BOTTOM OF SAND BW BOTTOM OF WALL CF CUBIC FEET CFS CUBIC FEET PER SECOND CL CENTERLINE C, CONC CONCRETE COR CORNER COM CITY OF STAR CY CUBIC YARDS DTL DETAIL DIP DUCTILE IRON PIPE DWG DRAWING EOP EDGE OF PAVEMENT ESMT EASEMENT EX., EXST EXISTING FF FINISHED FLOOR ELEVATION FG FINISHED GRADE ELEVATION FL FLOWLINE G/GUT GUTTER GB GRADE BREAK GW GROUNDWATER HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT HR HOUR INV INVERT IRR IRRIGATION IR INFILTRATION RATE L LENGTH LF LINEAR FEET LP LOW POINT MAX MAXIMUM MH MANHOLE MIN MINIMUM N.T.S. NOT TO SCALE N.P. D.E.S. NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM P PAVEMENT ELEVATION PC POINT OF CURVATURE PE PAVEMENT EDGE PT POINT OF TANGENCY PILE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION R RADIUS/RANGE R/W RIGHT-OF-WAY REF REFERENCE REV REVISION SCH SCHEDULE SEC SECTION SF SQUARE FEET SHLDR SHOULDER SP SEEPAGE BED SPEC SPECIFICATION SS SANITARY SEWER ST. STREET STD STANDARD Sin/ SIDEWALK SY SQUARE YARDS TC TOP OF CURB TF TOP OF FOOTING TOG TOP OF GRAVEL TRW TOP OF RETAINING WALL TSR TOP OF SAFETY RAIL TW TOP OF WALL TYP TYPICAL Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT m z /W�Q o - Y X r w O GENERAL NOTES WATER NOTES M, i 0 a i �z� c o0 � Q3 m w i 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. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAYNOT 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. 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. :0_p 1 IA 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. /eT9la9l0[elIIMy 1. ANY REQUEST FOR VARIANCE OF DISTRICT POLICY MUST BE MADE IN WRITING AND REFERENCE THE APPROPRIATE SECTION(S) OF THE ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE REQUEST IN WRITING. 2. ANY PRIVATE SEWER, WATER OR OTHER NON-PUC REGULATED UTILITY ARE PROHIBITED FROM BEING LOCATED WITHIN THE RIGHT-OF-WAY. 3. ANY IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. 4. ALL UTILITY RELOCATION COSTS ASSOCIATED WITH IMPROVING STREET FRONTAGES ABUTTING THE SITE SHALL BE BORNE BY THE DEVELOPER. 5. IN ACCORDANCE WITH DISTRICT POLICY, 7203.3, THE APPLICANT MAY BE REQUIRED TO UPDATE ANY EXISTING NON -COMPLIANT PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. THE APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO DISTRICT DEVELOPMENT REVIEW STAFF FOR REVIEW. 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT 387-6284 (WITH FILE NUMBER) FOF DETAILS. 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT POLICY MANUAL, ISPWC STANDARDS AND APPROVED SUPPLEMENTS, CONSTRUCTION SERVICES PROCEDURES AND ALL APPLICABLE ACHD ORDINANCES UNLESS SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO SHALL PREPARE AND CERTIFY ALL IMPROVEMENT PLANS. 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR AT NO COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE CONTRACTOR SHALL CALL DIGLINE (1-800-342-1585) AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING GROUND WITHIN ACHD RIGHT-OF-WAY. THE CONTRACTOR SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 PERCENT THERE ARE NO TOLERANCES ALLOWED. 12. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (Y2") MIX, PG-64-28 THREE INCHES (Y) THICK, AS A MINIMUM WITH 4" OF Ya" BASE AND 20" OF 6" MINUS PIT RUN GREATER. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 14. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS SEWER NOTES 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 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 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), REFER TO DETAIL 7 OF THE 2017 ACHD STORMWATER DESIGN GUIDELINES. PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 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. DRAINAGE NOTES 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES m z /w�< K--. Y X r O I I I I I' I I I APN: SO429440000 ' I I I ' ROPERTY LINE 1 �a N 0 0 APN: SO428325610 PROPERTY LINE r-- 7 I II BLOCK 8 15 I 14 I 13 I 12 I 11 I 10 I 9 8 16L I I I I I I I I I L I 19 17 L4 W AVILLA ST C3 5 4 BLOCK 8 . — — — — � — � — — — � — 19 14 I 15 I 16 I 17 I 18 19 I 20 I 21 I I I I I I I I I I I BLOCK 7 20 -- — -- 08 1 I I I I 12 I 11 I 10 I 9 I 8 I I 6 I 5 I 4 21 1 J I -- 22 22 L6 �II � W SOPRANO ST 7-T-F T__T 10 16 17 18 19 20 21 22 23 I I I I I I I I I I — — Q 24 1 a -- — -- -- -- — — J J z I I BLOCK 6 1 -- 1 I 13 2 11 10 9 7 6 5 4 I I I I I I I I I 25 26 �I I L7 L8 W MILANO ST 09 1 _ _ 1 .J BLOCK 8 27 -- -- -- 1 17 5 I 7 rnl 28 -- 1 I $ 20 29 1 I Q 3 CO O 10 7 — — I 9 I Q1 30 1 BLOCK 5 1 BLOCK 4 — — 2 31 10 I 1 6 EXISTING OAKWIND ESTATES PHASE 1 (NOT A PART) APN: SO428325460 --------------- \ APN: SO428325460 EXISTING OAKS NORTH \ SUBDIVISION NO. 2 (NOT A PART) \ \ EXISTING OAKWIND ESTATES PHASE 1 \ (NOT A PART) \ PROPERTY LINE ,1 1 CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C1 323.50' 33.94' N1°59'39"W 33.93' 6'00'42" 16.99' C2 43.50' 68.33' N46`00'42"E 61.52' 90`00'00" 43.50' C3 700.00' 36.79' N89`30'21"E 36.79' 3'00'42" 18.40' LINE TABLE LINE LENGTH BEARING L1 202.10 N1°00'41.94"E L2 191.00 N1°00'41.94"E L3 147.50 N1°00'41.94"E L4 303.96 S88'59'18.06"E L5 50.10 N88`00'00.00"E L6 446.50 S88°59'18.06"E L7 193.00 N88°59'18.06"W L8 314.81 N88°59'18.06"W L9 228.50 N1°00'41.94"E NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO THIS SHEET OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED LEGEND 1 PAVING PLAN SHEET NUMBER FilUTILITY SHEET NUMBER Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES GRAPHIC SCALE IN FEET o 0 20 40 80 N NORTH a F OAKWIND ESTATES - PH2 � N PAVING &UTILITY KEY MAP 2 o: MERIDIAN, ID Kimle v >>)Horn 0 a © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=40' 6 SCALE (V): N/A w 10. 03 93000 KM—PH2.dwo of 23 i DEMOLITION NOTES I I I FTI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I i I I I I I I p I I O I I I o� ' � I � I W I p I �I I Zi I � I I I I I I ' I I I I I I I i I I I I I I I I I I I I I I APN: S0429440000 I I I I I i I I I I I I I I I I I I I I I I I I I I I I I APN: SO428325610 n0nnC0TK/ i III 8 W DAPHNE ST L ------------------------------- I I VAVILLA ST ` W EXISTING OAKWIND ` Oz ESTATES NO. 1 \ \ Q (NOT A PART) \ M 1 'ANO ST EXISTING OAKS NORTH \ SUBDIVISION NO. 2 (NOT A PART) z ` ►'M 9 1 8 W MILANO ST Call before you dig, CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES O1 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING SEWER MANHOLE AND STUB. O2 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING WATER STUB. O3 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING IRRIGATION PIPE AND SERVICES IN PLACE, TYPICAL. ® EXISTING DITCH TO BE REMOVED. FILL AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. SEE PROPOSED IRRIGATION PLANS PER SHEET 23. O5 EXISTING TEMPORARY DRAINAGE PONDS TO BE REMOVED. FILL AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMENDATIONS. © CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING RETAINING AND NOISE ABATEMENT WALLS IN PLACE. O7 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING STORM DRAIN STRUCTURES IN PLACE. ® CONTRACTOR TO PROTECT EXISTING ASPHALT PAVEMENT IN PLACE. O9 CONTRACTOR TO PROTECT EXISTING SIDEWALK IN PLACE. NOTE: 1. CONTRACTOR TO DISPOSE OF ALL REMOVED ITEMS AT NO ADDITIONAL COST. GRAPHIC SCALE IN FEET 0 20 40 80 NORTH OAKWIND ESTATES - PH2 DEMOLITION & EXISTING CONDITIONS MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY—HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=40' 6 SCALE (V): N/A w 04 23 I I I IL -- I I I I I I APN: SO429440000 I I I APN: APN: SO428325610 SO428325460 L ----------------- ------------------------------------------------- --------------------------------- In 7 I 1 BLOCK 8 6 5 4 1 I 15 1 14 1 13 12 11 10 9 I 8 I I MIN=2528.89 MIN=2529.59 1 16 MIN=2529.14 MIN=2528.89 MIN-2528.89 MIN=2529.56 MIN=2529.35 I MIN=2529.18 MIN=2529.00 I MIN=2528.79 DG=2528.39 DG=2529.09 I DG=2528.641 DG=2528.39 I DG=2528.39 DG=2529.06 DG=2528.85 I DG=2528.681 DG=2528.50 I DG=2528.29 I I 1 MIN=2529.14 I I 1 DG=2528.64 2529 1 I I 2528 in \ 2528 N L 2528 / - - - - _ SEE SHEET 06 j -17 2527.45 t.45% 2528'18 WAVILLA ST 2527.23 2527.59 2528.0 - 2g 2527.45 2S?8 2528.18 2528 (if ' m 2527.22 0 2527.59 2528.05 2526.40 SEE SHEET 06 1 - BLOCK 8 . '\) 2528 1 19 2526.40 2526.37 14 15 16 17 18 21 2526.37 I 1 I 1 19 1 20 1 1 I MIN=2528.97 MIN=2529.55 MIN-2529.38 MIN=2529.15 MIN=2528.94 MIN=2528.74 MIN=2528.74 MIN=2529.29 DG=2527.34 i MIN= 4 I I DG=2528.47 DG=2529.05 DG=2528.88 I DG=2528.65 I DG=2528.44 I I DG=2528.241 DG=2528.24 I DG=2528.791 27.3 -- I BLOCK 71 1 7 1 I 1 20 I -- -- MIN=2528.00 DG=2527.50 di 1 12 10 g 8 6 5 4 MIN=2528.73 MIN=2529.551 MIN=2529.96 IMIN=2529.79 MIN=2529.55I I IMIN=2529.601 MIN=2529.77 MIN=2528.95 21 I DG=2528.23 DG=2529.051 DG=2529.46 I DG=2529.291 DG=2529.05 DG=2529.101 DG=2529.27 DG=2528.45 MIN=2528.17 2526.77 DG=2527.67 SEE SHEET 06 2529�� 3 i SEE SHEET 06 22 2527.22 1 2528.62 2528 MN=2528.35 1.46%- - 0.40% 2528.05 2528.66 1 • � 's - ? - - - - 1-1- DGI=2527.85 Q �� 2527.22 Sys 2528.62 �V SOPRANO ST SEE SHEET 06 = 2528 2528.05 2528.66 W SEE SHEET 06 23 I Zi 2529 SEE SHEET 06 2527.06 m 1 MIN=2528.52 I 15 16 17 18 19 DG=2528.02 I I I I I 20 I 21 1 22 1 23 I MIN=2528.73 MIN=2529.551 MIN=2529.98 IMIN-2529.821 MIN=2529.58 DG=2528.23 DG=2529.05 DG=2529.48 DG=2529.32 DG=2529.08 I IMIN=2529.641 MIN=2529.801 MIN=2529.98 MIN=2530.151 IIDG-2529.14 DG=2529.30 DG=2529.48 DG=2529.651 0 24 1 0 N - - 1 MIN=2528.73 47' N - DG=2528.23 R/W BLOCK 6 5' 33' 1 15' I I II S/W B/C I S/W 13 I 12 I 11 1 10 9 7 6 5 25 MIN=2528.76 MIN=2529.14 MIN=2529.20 MIN-2528.96 I MIN=2528.75 1 1 MIN=2528.631 MIN=2528.79 IMIN=2529.001 MN=2528.89 4 DG=2528.26 I DG=2528.64 I DG=2528.701 DG=2528.46 I DG=2528.25I DG=2528.13 1 DG=2528.29 I DG=2528.50 1 D1G=2528.6� I DIG=2528.39 I 2527.52 --2527.52 SEE SHEET 06 2528 SEE SHEET 06 N N- 26 MIN=2528.81 I 2527.29 2527.92 2527.12 DG=2528.31 0.40% 0.40y, o ao% 2527.88 SEE SHEET 06 I I 2527.23 2527.92 2527.76 m �- ' m _ _ _ 2527.46 2527.12 W MILANO ST 2527 88 BLOCK 8 27 o SEE SHEET 06 SEE SHEET 06 SEE SHEET 06 MIN=2528.62 2527.43 2527.43 DG=2528.12 I 2527.15 5 1 I I 9 1 I I MIN=2528.55 7 � 1 DG=2528.05 I MIN=2528.94 W _ 0 2528.95 28 ^ I DG=2528.44 o Q DIG=2528.45 I � I MIN=2528.45 O 1 DG=2527.95 N 4 MIN=2528.38 8 DG=2527.88 8 2527.76 Z MIN=2529.14 1 1 MIN=2529.16 1 29 0 - DG=2528.64 a - MIN=2528.27 0 DG=2528.66 472527.76- _ 1 DG=2527.77 3 R/W -� MIN=2528.20 5' 33' I 5' 7 1 EXISTING OAKWIND DG=2527.70 9 S/W B/C S/W IN=2 29. 1 30 I - - MIN=2529.00 3 1 ESTATES PHASE 1 MIN=2528.10 DG=2528.50 DG=2527.60 I BLOCK 5 - I -y (NOT A PART) BLOCK 4 1 2526.57 2526.57 2 0 1 31 MIN=2527.93 10 6 1 DG=2527.43 MIN=2528.83 MIN=2528.82 1 MIN=2527.92 DG=2528.33 DG=2528.32 1 DG=2527.42 W DAPHNE ST I I I I I I EXISTING OAKWIND ESTATES PHASE 1 (NOT A PART) � I �• 1 \ APN: SO428325460 EXISTING OAKS NORTH SUBDIVISION NO. 2 (NOT A PART) Q � J C z � �I I I, I I I / / I / / I ' I I li I I Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES LEGEND PROPOSED CL/SECTION LINE PROPERTY BOUNDARY ROAD RIGHT OF WAY - - PROPOSED LOT LINES - - - - - - - - - - - EASEMENT 0. PROPOSED SURVEY MARKER EXISTING CONTOURS PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STORM DRAIN MANHOLE PROPOSED CATCH BASIN PROPOSED SAND & GREASE TRAP ® PROPOSED PEDESTRIAN RAMP PROPOSED STORM DRAIN GRADE BREAK LINE LEGEND LOT GRADING MIN MIN TOP OF STEM WALL ELEVATION DG ROUGH GRADING DESIGN GRADE iASE 1 PHASE 1 KEY MAP N.T.S. GRAPHIC SCALE IN FEET o 0 20 40 80 NORTH a 0 O OAKWIND ESTATES - PI-12 GRADING PLAN o MERIDIAN, ID Kim Fey))) Hornz © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn SCALE (H): 1" = 40' 6 SCALE (V): N/A w ;T N0. 05 93893000 IAME -GD-PH2.dwa of 23 i TW MIN\FG DG FOOTING .� PLAN BY OTHERS. TW MIN\FG DG UMir) ATION PLAN BY OTHERS. PAD AND FINISH FLOOR GRADING DETAIL SCALE: NTS 1. SHEET FLOW FROM REAR TO SWALE. REAR TIE-IN SLOPE TO BE 3:1 MAX TO ADJACENT LOT. 2. SLOPE FROM HOUSE TO SWALE AT 5% MIN. SLOPE; 2% MIN. FOR HIGH SIDE IMPERVIOUS AREAS. 3. SLOPE FROM HOUSE TO SIDE SWALE AT 5% MIN. SLOPE; 2% MIN. FOR IMPERVIOUS AREAS. 4. REAR SWALE LOCATED MIN OF 10' FROM HOUSE. 4 5. 5 SIDE SWALE WITH A MIN. OF 1% LONGITUDINAL SLOPE. Q2 6. SLOPE FROM HOUSE TO SIDEWALK (VARIES). 10 3 FWISHEO 7. 8. STREET SLOPE PER PLAN DRIVEWAY SLOPE (VARIES). 2% MAX SLOPE ACROSS SIDEWALK. FLDOR 9. BEGINNING OF FLOW LINE ELEVATION SHALL BE 6" BELOW FINISH r� 3 5 FLOOR. 10. PAD ELEVATION SHALL BE A MINIMUM OF 18" ABOVE LOW CURB. 5 6�$ SIDEWALK PER PLAN a HIGH CURB STREET PER PLAN 2527.35 I 2527.37 2527.32 27.41 2527.31 2527.47 2527.33 2527.54 2526.98 NO 2527.20 2526.99 2527.03 2527.37 2527.06 2527.23 2527.22 2527.06 2527.02 2527.09 2526.99 2526.98 2527.21 2527.33 2527.53 2527.46 2527.35 2527.37 2527.40 W. AVILLA ST. TYPICAL LOT GRADING DETAIL SCALE: NTS I ) ADA PEDESTRIAN RAMP BLOWUP DETAILS 2527.03 I I 2526.68 2527.08 2526.72 2527.08 I I 2526.74 j 2527.10 2526.76 Q 2527.13 2526.77 I w Q Z 2527.15 2526.81 1 2526.72 2526.80 I I 2526.76 \ 0 2526.84 + '?' ro ??? - ??? 2527.30 44 ??? 2527.22 2527. 2527.37 I j WW SOPRANO ST 0 Z I 2526.97 2527.04 2527.03 2526.91 25272:3:) 2527.38 2527.31 2527.45 2526.89 2526.98 2526.91 2527.13 2526.93 2527.01 2527.08 I � 2527.14 2527.06 I 2527.18 I 2527.10 INTERSECTION OF N. DELPHI AVE. & W. SOPRANO ST. .o �a s ADA PEDESTRIAN RAMP BLOWUP DETAIL �o I I 2527.48 2527.56 I \ I 2527.37 2527.46 2527.36 2527.43 1 2527.35 I 2527.23 2527.26 2527.39 2527.20 2527.28 2527.31 2527.17 - 2527.14 2527.12 2527.39 2527.48 ° I 2527.48 2527.55 2527.35 2527.15 2527.34 2527.10 2527.27 2527.09 2527.33 2527.25 2527.28 2527.40 2527.22 1 2527.29 2527.25 2527.15 2527.18 I 2527.23 I INTERSECTION OF N. DELPHI AVE. & W. MILANO ST. SCALE: NTS 2528.18 2528.17 2528.14 0 2528.19 2528.13 2527.78 2528.23 2528.25 2527.86 2527.90 2527.81 2527.83 2527.84 2527.86 2527.84 2527.82 2527.79 2527.87 2527.91 2528.13 2528.24 2528.26 2528.20 - - 2528.15 T__ 2528.19 2528.19 W. SOPRANO ST. 2527.39 2527.37 2527.59 2527.80 2527.76 2527.62 2527.88 2527.84 2527.52 2527.47 2527.43 2527,42 2527.54 2527.50 - - 2527.3 2527.311 2527.40 - - \ 2527.34 2527.43 2527.46 ° / - - 2527.62 - - - - 2527.53 / \ 2527.43 2527.43 / 2527.51 2527.51 2527.47 2527.55 2527.55 I I 2527.47 INTERSECTION OF N. PATIMOS AVE. & W. MILANO ST. SCALE: NTS ADA PEDESTRIAN RAMP BLOWUP DETAILS I STA: 15+60.66 STA: 15+61.18 1 OFF: 16.50'LT OFF: 32.82'RT TC: 2527.31 TC: 2527.28 STA:15+56.33 OFF-14.00'LT TC: ??? STA: 15+55.18 0 OFF:12.00'LT TC:??? STA:15+51.26 OFF:10.50'LT TC:??? / I STA:15+46.26 OFF:10.50'LT / TIC:??? / STA:15+42.35 OFF:12.00'LT TC: ??? STA:15+41.20 STA:15+29.98 OFF:14.00'LT OFF:13.93'RT I TC:??? TC:2527.05 I STA:15+36.87 STA:15+21.59 OFF:16.50'LT OFF:16.50'RT TC: 2527.22 TC: 2527.15 I BULB OUT BLOWUP DETAIL ON N. DELPHI AVE. SCALE: NTS I I 2527.29 I I 2527.28 2527.25 2527.30 2527.24 - - - - ° 2527.24 2527.31 2527.21 2526.96 2526.86 2526.92 2526.88 2526.91 2526.89 W MILANO ST 2526.88 2527.12 2526.90 2526.91 2526.95 2526.86 2526.87 2527.30 2527.21 2527.22 2527.28 2527.26 2527.23 2527.24 W.MILANO ST. 0 a ADA PEDESTRIAN RAMP BLOWUP DETAIL SCALE: NTS 0 OAKWIND ESTATES - PH2 GRADING DETAILS u MERIDIAN, ID Kimley)))Horna © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 a Boise, Idaho 83702 208 297-2885 0 1 Knanrw. .e. below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF SCALE: NTS UNDERGROUND MEMBER UTILITIES FOR REVIEW ONLY NOT FOR CONSTRUCTION l(imlepoHorn DESIGNED I DRAWN CHECKED MID BKG BDM SCALE (H): N/A E SCALE (V): N/A E ;T N0. OGV 93893000 IAME a -GD-PH2.dwa of 23 shts o PAVING CONSTRUCTION NOTES IN I V� N 31 STA: 13+39.64 CL OFF:16.49'LT /TC: 2526.42 30 29 I I I I PC I I STA:13+75.58 OFF:16.50'LT TC:2526.57 2527 - - in rn N DELPHI AVE EXISTING OAKWIND II _ 14i oo � \ � 3:"'1 C ESTATES 21 STA: 13+75.58 00 PHASE 1 ■ 21 STA: 13+39.56 (NOT A PART) 11 PHASE LINE I 2532 2528 2524 2522 2527 77 STA:13+39.64 PC OFF:16.51'RT STA:13+75.56 TC:2526.43 OFF:16.50'RT TC:2526.57 I 2 BLOCK 5 I O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 13. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. I I I I SEE SHEET 06 FOR ADDITIONAL INFORMATION. I I I O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH co BLOCK 8 DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER 28 In N ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS N 27 26 25 24 SD-712 & SD-712G. SEE SHEET 06 FOR ADDITIONAL INFORMATION. GB I I O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD I I STA:16+14.18 I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. OFF:16.50'LT I STA:17+22.18_ OFF:16.50'LT O9 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD 2528 TC:2527.52 2528 TC:2527.10 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 7 2 1 11 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING - - 6 00 PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION _ - - - - - - - - - - - o STD DWG SD-303. W 19 ADJUST WATER VALVE BOX AND COVER TO FINISHED p 20 21 STA:15+77.68 / 2527 f LLI 20 GRADE. ADJUST MANHOLE RIM TO FINISHED GRADE. 15+0o 20 �^� W 22 16+00 / LLI I- - - - I - - 17+ - - 0 L 21 INSTALL SURVEY MARKER. 25 27 0 9 19 GB STA: 16+14.18 LLI z 22 SEE SHEET 06 FOR BULB OUT AND CURB EXTENSION. �� OFF:16.50'RT _ TC:2527.52 2527 _I 5ao o, N U F_ c0 �� 0) LoN + +'6n 5 \t n N 7 2 1 2528 ECR LLci ECR BCR STA:15+21.59 STA:. ~o~ BCR STA:16+14.18 STA:17+22.18 OFF: 16.50' OFF:32.82'RT I STA:15+94.18 OFF:16.50'RT I OFF:16.50'RT TC:2527.15 15 TC: 2527.28 I MATCHLINE SEE SHEET 11 OFF: 36.50'RT TC: 2527.52 I TC: 2527.10 TC:2527.29 4 I 5 13 N N N 15 I I BLOCK 5 00 LJN04 +� Z 00 LO w PROP. GRADE ,N = r- J In AT m �N ��0 N M� Q C4 :2 N 0_ _ N EX. GRADE N AT rk PROP. PIRR CROSSING 2532 2528 2524 2522 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED. IIIgowlimmilm . mill��ll In :I N.T.S. Z z 0 GRAPHIC SCALE IN FEET 0 10 20 40 T 0 OAKWIND ESTATES - PH2 N TU PAVING PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w 07 23 I` CD W W 2 U) W W W Z J 2 U Q -2528 15 I 0 BLOCK 5 l BLOCK 5 I 23 STA:17+22.18 OFF: 16.50'LT TC: 2527.10 STA:17+68.68 BCR -2527-STA:17+37.12 OFF:17.12'RT TC: 2526.93 14 I I I I I BLOCK 8 22 21 20 19 13 PC 3 I STA:19+16.18 10' I I I OFF:16.50'LT STRM TC: 2526.40 ' ESMT GB STA:19+06.83 2 1 n 2527 OFF: 16.50'LT 15 N TC:2526.37 T - - - 18+00 19 D0 A, r� N DELPHI AVE STA:19+16.1 2532 2528 2524 2522 -. �I- 00�(0 5\ o � M 2527 +L" 00 LoN 5 in + In c00 No� a�� N ECR + (n o I- V) 0 n N STA: 18+05.18 r DN OFF: 16.50'RT i3 of\ MATCHLINE SEE SHEET BCR STA:17+85.18 \-OFF:36.50'RT TC: 2526.77 0 12 00 (N TC: 2527.22 W N O r � U-) N +_ (6UI N 12 GB STA:19+06.83 OFF:16.50'RT TC:2526.37 PC STA:19+16.18 OFF:16.50'RT TC:2526.40 ,nip STA:19+33.00 OFF: 81.05'LT TC: 2528.35 / 17 19+00 __1 20 N \ 8 21 \ N � R6� 12 �^ N 14 20 21 STA: 19+84.51 PT STA:19+84.51 OFF:16.50'RT I I * TC:2527.45 a-, MATCHLINE SEE SHEET 09 14 2529======0 N I N I STA:19+39.06 OFF: 89.88'LT TC: 2528.64 16 STA:19+39.25 DOFF: 49.33'LT TC:2527.57 - D STA:19+40.62 --OFF: 41.14'LT TC: 2527.37 15 STA:19+42.28 -OFF: 21.50'LT TC:2526.83 STA:19+81.26 OFF: 23.65'LT _TC: 2527.56 PT STA:19+84.51 �OFF:16.50'LT TC: 2527.45 31' VERTICAL CURVE K=15.0 0 W 7 00 M J 4 00't (O +r U Lr)N� Q�N rn Q N N� �(Aa- v~ia N >H -0.40% -0.40% +1.64% STA:19+00.87 BVC P:2526.47 0 STA:19+31.49 EVC N P:2526.66 cli STA:19+06.83 LP P:2526.46 12" SD PROP. PIRR INV: 2523.49 CROSSING 2532 2528 2524 2522 14 13 PAVING CONSTRUCTION NOTES O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 13. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 6" THICK CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-7106. O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. SEE SHEET 06 FOR ADDITIONAL INFORMATION. O6 CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712G. SEE SHEET 06 FOR ADDITIONAL INFORMATION. O7 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. O CONSTRUCT 2' RIBBON CURB PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-703. O CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 12 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A. SEE SHEET 14 FOR DETAILS. 13 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION OF THE ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20 WITH ANGULAR 3/4" TO 2" ROCK WITH MIN. 50% FRACTURED FACE. ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEETS 13-14 FOR ADDITIONAL INFORMATION. 14 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM 50' FROM THE PERIMETER OF THE BED ON THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. SEE SHEETS 13-14 FOR DETAILS. 15 INSTALL 1000G SAND & GREASE TRAP WITH 20" BAFFLE SPACING PER PER THE LATEST VERSION OF THE ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. SEE SHEET 14 FOR DETAILS. 16 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEET 14 FOR DETAILS. 17 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. SEE SHEET 14 FOR DETAILS. Plans Are Accepted For Public 18 INSTALL STORM DRAIN MANHOLE PER ACHD Street Construction SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. SEE SHEET 14 FOR DETAILS. By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District 19 ADJUST WATER VALVE BOX AND COVER TO FINISHED policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. 20 ADJUST MANHOLE RIM TO FINISHED GRADE. BYDATE: ADA COUNTY HIGHWAY DISTRICT 21 INSTALL SURVEY MARKER. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES V11101-MR, ■min ii�il I■ ■o-� N.T.S. Z O GRAPHIC SCALE IN FEET 0 10 20 40 = OAKWIND ESTATES - PH2 PAVING PLAN & PROFILE MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY-HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w 23 14 13 2532 2528 i ■ 2524 2520 STA:10+00.00 OFF:16.50'LT TC: 2527.45 I 00 CD Lu W2U) WW(1)r0:2 W Z21 STA: 10+00.00 _ J 2 U H Q STA:10+00.00 -OFF:16.50'RT TC: 2527.45 14 I 11 I Q I i I it x- I I I I I I N 12 11 10 9 I I I I GB STA:10+46.96 OFF:16.50'LT I I TC:2528.14 I I 7�4 - I- - - - GB STA:10+46.96 OFF: 16.50'RT I TC:2528.14 15 16 I BLOCK 8 W AVILLA ST 12+00 - m o- 20 . 3 u-) \ - N 10' I 1o' x I 17 I 18 �TTRM ESMT I BLOCK 7 I 13 I I I ir) i` 10' ISTRM ESMT 8 GB STA:13+00.46 OFF:16.50'LT TC: 2527.23 -I - GB STA:13+00.46_z OFF:16.49'RT TC: 2527.22 19 10' STRM' ESMTI PAVING CONSTRUCTION NOTES O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT 22' I SECTION DETAIL ON SHEET 13. 14 I O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH 13 DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS 6 I 5 I 4 N ND-712 IOND-712G. SEE SHEET 06 FOR ADDITIONAL m 3 N CO) CO) O7 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 10 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS Ld I STD DWG SD-1132A. m ESMT 11 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING a STRM I PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION o_ PG STD DWG SD-303. w STA:13+16.36 STA:13+90.85 N I OFF:16.50'LT OFF:16.50'LT 2529 12 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST TC:2527.37 TC:2528.05 VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION PT I STD DWG SD-604A. INSTALL TYPE III GRATE PER STA:13+40.75 ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG 12 6 OFF:16.50'LT SD-610A. SEE SHEET 14 FOR DETAILS. TC: 2527.59 Ll 13 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION PHASE LINE OF THE ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20 WITH ANGULAR 3/4" 16 TO 2" ROCK WITH MIN. 50% FRACTURED FACE. EXISTING OAKWIND ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEETS D 21 STA:13+03.96 21 STA:13+40.75 14+00 ESTATES 13-14 FOR ADDITIONAL INFORMATION. 14 CONSTRUCT OBSERVATION WELLS PER THE LATEST s1a 11 PHASE 1 O VERSION OF THE ACHD SUPPLEMENTAL (NOT A PART) SPECIFICATIONS STD DWG SD-627. INTERNAL WELL 16 20 SHALL BE INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM 50 FROM THE PERIMETER OF THE BED ON THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL 6 - STA:13+90.85 21 IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. PTI� SEE SHEETS 13-14 FOR DETAILS. :13+40.75 2529 OFF: STA:13+90.85 16 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE OFF 2528 TC:2527.59 OFF:16.50'RT PER PLAN. SEE SHEET 14 FOR DETAILS. PC TC: 2528.05 STA:13+20.49 17 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. OFF:16.60'RT LENGTH AND SLOPE PER PLAN. SEE SHEET 14 FOR 20 TC:2527.41 21 DETAILS. 18 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. SEE SHEET 14 FOR DETAILS. I I N 19 ADJUST WATER VALVE BOX AND COVER TO FINISHED GRADE. I I 20 ADJUST MANHOLE RIM TO FINISHED GRADE. 21 INSTALL SURVEY MARKER. 23 INSTALL 150OG SAND & GREASE TRAP WITH 20" BAFFLE SPACING PER PER THE LATEST VERSION OF Plans Are Acce ted For Public NOTE: THE ACHD STORMWATER DESIGN GUIDELINES SECTION p 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. SEE Street Construction CENTERLINE. SHEET 14 FOR DETAILS. By stamping and signing the improvement plans, the Registered 2• ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA Engineer ensures the District that the plans conform to all District STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. policies and standards. Variances or waivers must be specifical- LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A ly and previously approved by the District in writing. Acceptance RAMP. of the improvement plans by the District does not relieve the 3. REFER TO SHEET 03 OF THESE PLANS FOR Registered Engineer of these responsibilities. HORIZONTAL CONTROL LINE AND CURVE DATA. BY DATE: 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB ADA COUNTY HIGHWAY DISTRICT UNLESS OTHERWISE NOTED. 31' VERTICAL CURVE K=15.0 0 �rn M apt N O 0pN 0 0 7 4� 00 (O C3 f) Do NQ GO U7 _O>NNQ (V N 16, '0NOONN 1 ZO _ M O N- LO "LOL"N ^i O 'N JNNulo 0f•r) J+� 0r7 O >� N N �NNH I N.."7 } N Lij LL NNFF +� 1'7 WM00 ��Ln +^ 0_(n 0_ = aZ0 EX. GRADE N� I lla » a m?? o o �N m a Q N 2H 0 N o f0» AT N KNZZ OQ..m� atH >»» QN Gl fl nd QN U)M ZOZZZZ (7 NO_ CD (n 0_ -0.40% +0.91% STA:10+31.62 BVC P:2528.06 PROP. GRADE STA:10+62.31 EVC AT P: 2528.25 STA:10+56.38 HP P: 2528.26 O39 LF OF 12" ® 0.00% r I+ �0 +',(1 + 1l1' 1 t+ 2532 2528 2524 2520 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 z 0 OAKWIND ESTATES - PH2 N TU PAVING PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horna © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w 09 23 z �o PAVING CONSTRUCTION NOTES O1 CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 13. CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O7 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD BLOCK 5 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 11 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING I PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION I I I STD DWG SD-303. V- N I 20 ADJUST MANHOLE RIM TO FINISHED GRADE. LU y 10 g 8 GB STA:11+51.94 7 21 INSTALL SURVEY MARKER. _ Q = I I OFF:16.50'LT (L STA:10+41.50 TC: 25I 27.76 OFF:16.50'LT STA:12+23.50 C2I : 527.32 I OFF:16.50'LT TC:2527.47 7 2 1 — n — — F- EXISTING OAKWIND 11 . 20 N PATIMOS AVE rn W LIJ 1: 20 ESTATES \ \ 12+00 LLI W O:� M M (NOT APHAS ART) 21 STA:10+41.50r iJ w z J I --STA:10+41.50 OFF: 16.50'RT TC: 2527.32 TIG73 B STA:11+51.94 OFF:16.50'RT I STA:12+23.50 TC: 2527.76 OFF: 16.50'RT I I TC:2527.47 I I I PHASE LINE I ° I 7 I g I 9 Fk16Yll p4*41 P4wz'I PA**4 I I I I I I BLOCK 4 o O' o N o ; O + wLq J o '6 4 +O J woN PROP. GRADE ¢N +� v�� (V c'� Nr NLO N�� aaN AT Q�N �� 3 �N cno ulna w ¢ �N a Na o_v>a > (n !L +0.40% 1 -0.40% +1 77% LEX. GRADE AT q N PROP. PIRR CROSSING _ Fk�YA 2528 2524 p4*41a Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 1111 gowlE.. — . �.IIN■i�11 I � It �� IN��.� .:::0 — GRAPHIC SCALE IN FEET 0 10 20 40 0 OAKWIND ESTATES - PH2 PAVING PLAN & PROFILE 0 0 o: MERIDIAN, IDy)))Horn Kimle a © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w 10 23 PAVING CONSTRUCTION NOTES IN I 13 I 12 STA:10+03.00 OFF:365.50'RT I TC: 2527.55 I` O - - - - 2528 W W I I I I 11 I 10 I I I I I SB TA:10+72,011 I I OFF: 365.50'RT TC: 2527.92 L W W 11+00 U) W GB Z STA: OFF: FF J 20 OFF:398.50'R'RT _ �TC:2527.92 U F- _2528-- 2532 2528 2524 2522 �STA:10+03.00 OFF: 398.50'RT TC: 2527.47 5 I I 4 I BLOCK 6 10' 9 'STRM IESMT - I O N STA: 11 + 93.00 21 ` 12+00 WMILANO ST U 3: 13+00 M CO X -� -7 �, t- Dior 5 o�nN -9 9 "06," N µ N EICR N STA:11+56.50 ti a EC--e-- R --�-� OFF:16.50'RT ECR N ~ N BCR STA:12+29.50 TC:2527.76 STA:11+76.50 STA:12+09.50 OFF:16.50'RT OFF:36.50'RT OFF:36.50'RT TC:2527.46 TC:2527.43 MATCHLINE SEE SHEET 10 TC:2527.43 7 9 ca N 0 10 N 8 10' STRM ESMT I I I 7 I 6 I 5 I i STA:14+64.46 OFF: 371.90'RT TC: 2527.88 GB STA:13+17.03 1 OFF:16.50'LT - - - - - TC: 2527.12 4 N � � PHASE LINE 2527 EXISTING _ 12 OAKWIND 19 \ STA:15+07.8121 I ESTATES 14+00 1s+oo PHASE 1 - - _ STBA:13+17.03 (NOT A PART) OFF:16..12 RT TC2 20 111 PHASE 2 2528 - M PHASE 1 STA:14+64.46 OFF: 404.90'RT TC: 2527.88 EXISTING OAKWIND ESTATES PHASE 1 (NOT A PART) Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT 00 FO In w U') M Z + 0, O + c6 EX. GRADE o w I) N AT o CA r(0`C M to 0_ r rr+j r IL In d N LO Q N +0.86% -0.40% " CL +0.40% PROP. GRADE L AT N N PROP. PIRR CROSSING 12" SD INV: 2523.78 2532 2528 2524 2522 O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 13. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. SEE SHEET 06 FOR ADDITIONAL INFORMATION. O6 CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712G. SEE SHEET 06 FOR ADDITIONAL INFORMATION. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. O CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 11 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 12 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A. SEE SHEET 14 FOR DETAILS. 13 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION OF THE ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20 WITH ANGULAR 3/4" TO 2" ROCK WITH MIN. 50% FRACTURED FACE. ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEETS 13-14 FOR ADDITIONAL INFORMATION. 14 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM 50' FROM THE PERIMETER OF THE BED ON THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. SEE SHEETS 13-14 FOR DETAILS. 16 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEET 14 FOR DETAILS. 19 ADJUST WATER VALVE BOX AND COVER TO FINISHED GRADE. 20 ADJUST MANHOLE RIM TO FINISHED GRADE. 21 INSTALL SURVEY MARKER. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES _ Ill. gaNIENE ■ 1N10 ��■� 1 . ■ N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 z 6 OAKWIND ESTATES - PH2 N TU 0 PAVING PLAN & PROFILE c o: MERIDIAN, ID Kimley)))Horna © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 0 z Boise, Idaho 83702 208 297-2885 4 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w 11 23 PAVING CONSTRUCTION NOTES I I I 12 I 11 I 10 I , 9 STA:10+03.00 OFF:174.50'RT I I SBA:10+92.15 TC: 2527.36 2529 OFF:174.50'RT ? TC: 2528.59 Ste 00 - ~ in \ W W CJ7 Z '-\,, \ I IJ 20 ti4$ 11+00 19 - -i z J m m 2 H �rym m 7 2 1 STA:10+03.00 GB OFF: 207.50'RT STA:10+92.15 TC: 2527.36 1 OFF: 207.50'RT I TC:2528.59 I 15 1 F16 I 17 I 0 I GB STA:12+91.42 2529 OFF:16.50'LT TC: 2528.05 12+00 W SOPRANO ST - 4- - - t- - I 18 I m 1M N 0 w m 10 a 'STRM a ESMT UWj I I I3 10' STRN E M1 10' 13+00 MENIME I v GB STA:12+91.42 OFF:16.50'RT TC: 2528.05 20 10' TRM SMT 4 STA:13+93.71 OFF:178.50'RT TC: 2528.66 1 2529 II I' I' u \ PHASE LINE EXISTING OAKWIND 14+0»� STA: 14+46.50 21 I ESTATES 1 - - >I PHASE 1 1 (NOT A PART) �1 20 I I 11 STA:13+91.98 N OFTC:2 28.RT 66 y y TC:2528.66 21 I 22 I 23 I I I I 2536 2532 2528 2524 2522 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specificol- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 13. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O6 CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712G. SEE SHEET 06 FOR ADDITIONAL INFORMATION. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 11 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 12 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A. SEE SHEET 14 FOR DETAILS. 13 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION OF THE ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20 WITH ANGULAR 3/4" TO 2" ROCK WITH MIN. 50% FRACTURED FACE. ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEETS 13-14 FOR ADDITIONAL INFORMATION. 14 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM 50' FROM THE PERIMETER OF THE BED ON THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. SEE SHEETS 13-14 FOR DETAILS. 15 INSTALL 1000G SAND & GREASE TRAP WITH 20" BAFFLE SPACING PER PER THE LATEST VERSION OF THE ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. SEE SHEET 14 FOR DETAILS. 16 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEET 14 FOR DETAILS. 19 ADJUST WATER VALVE BOX AND COVER TO FINISHED GRADE. 20 ADJUST MANHOLE RIM TO FINISHED GRADE. 21 INSTALL SURVEY MARKER. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED. mmal NE=0IENE1 "I ■MIN :M liii it 111, i ■i_ ■ N.T.S. GRAPHIC SCALE IN FEET NORTH 0 10 20 40 0 0 OAKWIND ESTATES - PI-12 N TU PAVING PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horna © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"-20' 6 SCALE (V): 1"-2' w 12 23 00rm 0 M �z z 0 1 0 '10 Fa N 0 n 'z 4TROW 5' 16.5' 16.5' 5' SIDEWALK SIDEWALK WELL _QVILN, " DIA VAIEPT,T IALVA[41ZED FEEL UI)ILT *19W'4 I I_VEIT AN,, (ANI,IEF1 2' 14.5' 14.5' 2' oR 5 3JLl _1 0 WITH 9/11E" -A', AND SAE IHRIEADs, GASI,L'IID -F;'IISH RADE CON PET ULLAP)I, -L,\',, 300c, (IPWF It) -)18" DiA H. ALE OR SLOTS ;-.LIT INTC, Pi,'E AT -'N TIACER 1.5% 2% 1.5% 2% Iz;) WIRE SHAI-i BE "LA: FD ON C-UTSIDE FV( `IPF, M1N'MIITI -_(,PPLR hilkIL, INSOILA71PII I )DIP 'HALL L-L FEEN WITH THREE " DAME-IR iILS SL P LR; UPAT ED PVC. 4�1 M L (0 3 3 EAC, PIPE �IWL WELLS LILL IN _DP A PIT Ftlj�_Rf PIPE _LLD WELL MAT USE 4" PIPE N01AW0V`N LTE; FABR ( 1PFj1_IND CIPEN[N,.S AT,][,) POTT(-IM. FABRIC __HIP_-/LI.RAI� FI IVE�,' I O P: PR�,�, [ F1IF FIBF- FIVENT AT I 10 B' /i, PF: 1, 5" CONCRETE SIDEWALK PER 5" CONCRETE SIDEWALK PER HA''k ILL MATIEFIIAL Ti) MAT( H IOFAT,E MEDIA P F',EFI,\/ATI(:,N WELL L,I- A-u IAI IHIN A Sk", FAI-ILIIY ISPWC SD-709 (ACHD SUPPLEMENT) ISPWC SD-709 (ACHD SUPPLEMENT) sE PIPE BLDDITI, CHIPS OR AlLiLl _0�-AIED )_ISIDL BIAP I 4" OF 3/4" MINUS CRUSHED GRAVEL 4" OF 3/4" MINUS CRUSHED GRAVEL PROP. PAVEMENT PER LOCAL RESIDENTIAL PLAN CONCRETE COLLAR NCJFS 'R�WNEWATLI� (_�i3SL"VA_CN AHL �',+ M;_A�,�RLMETII I-F _1PCIIITiuWA7Ei' LIVEL�' WITHIN '�,R NLAF 3" ROLLED CURB AND GUTTER PAVEMENT SECTION DETAIL SHOWN BELOW. 3" ROLLED CURB AND GUTTER �TOFM DPAINA,_ ' E 'ALIL[TE PER ISPWC SD-702 PER ISPWC SD-709 N.T.S. -- � DETAIL , �(-P AIEL S HS-A -LED B, DRIL-IrIC. i_.R L', (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) I 0�"TIOIN OF 'RCYINNWATIEP (16 SEPVATIOIH WEL 1s 'SHALL BE AF PR,VED B, ACHD I,VAII()N WELLS NOT A; Li)WIEH IN CJRB OR VALLE( UITE SE [If 3" ROLLED CURB - 5' ATTACHED SIDEWALK STREET SECTION - 47'RIGHT-OF-WAY 4 )TYPICAL LOCAL STREET SECTION DETAIL SCALE:NTS SECTION CONCRETE COLLAR N.T.S. ILLI LU z z 25SHARED DRIVEWAY ILL! 0 0 IL CONCRETE RIBBON CURB PER IL 5' 2' 16' 2' CONCRETE RIBBON CURB PER ISPWC SD-703 (ACHD SUPPLEMENT) ISPWC SD-703 (ACHD SUPPLEMENT) 0.25'DEEP SWALE FLOW TOWARD R/W AT 0.5% 1.5% MINIMUM SECTION N.T.S. PROP. PAVEMENT PER LOCAL RESIDENTIAL PAVEMENT SECTION DETAIL SHOWN BELOW. zu 1 7 ACHD RFVI-k-J!u 2017 A,'H[, P17V111-,% li�A,!: STANi)AKL)S I1i`,)AF_IS ,(,F,' -1_1 BLII-' DRI F( J I DA/ A i E E; ��T ANDARD DRAWITo) IT, Pli F UN/L, E STANDARD DRAWING RIBBON CURB ON BOTH SIDES B E RVAT � F-) ',A/ E L L - -1 1- `7 _NSTPUCTI: H-.:_'ERVATk_)N '�,IELL SD-627 �A'-1D SUPP[EMEN-) �L) ',ACHD StPP[EMFNT) f)F 25"SHARED DRIVEWAY 20"DRIVEABLE "I 1 — GROUNDWATER OBSERVATION WELL DETAIL SCALE: NTSt2)GROUNDWATER OBSERVATION WELL DETAIL SCALE:NTS EL5) SHARED DRIVEWAY STREET SECTION SCALE:NTS NO TREES OR SHRUBS OVER SEEPAGE BED NATIVE BACKFILL PLACED AND COMPACTED PER GEOTECHNICAL REPORT Ln SP_ 3 0 5" MIX, INLET FROM SAND AND 18" SOLID WALL PVC PIPE ------------------------------------------------------------------- 18" PVC PIPE (TOP HALF OF PIPE TO BE PERFORATED) 2.5" P' G 58-28 Z-4.0" GREASE TRAP INVERT PER PLAN INVERT PER PLAN MIN OF -------------------------------------------------------------------------------- 0.75" ABC 5' MIN. MONITORING WELL < DETAILN THIS SHEET VoVoVoVoU 14.0" OF 6.0" EMBEDMENT PER a_ MINUS PIT RUN ISPWC STANDARDS ANGULAR 34"-2" ROCK Q_ ILL] NOTE: 1. PAVEMENT SECTION PER ACHD RECOMMENDED STANDARDS. w LOCAL RESIDENTIAL ROADWAY C33 FI LTER 5AND� A$TM In Plans Are Accepted For Public w Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- SEEPAGE BED PROFILE VIEW VHIGH e7 ly and previouslyapproved by the District in writing. Acceptance GROUND WATER of the ent by the rict RegisteredimproveEngineer ofplans these responsDisitbilitiesdoes not relieve the. LOCAL ONSITE PAVEMENT SECTION DETAIL SCALE:NTS PER PLAN BY — DATE:— ,LENGTH ADA COUNTY HIGHWAY DISTRICT OAKWIND ESTATES - PH2 SEEPAGE BED AREA PAVING AND DRAINAGE DETAILS MERIDIAN, ID INLET FROM SAND AND 18" SOLID WALL PVC PIPE -------------------------------------------------------------- 18" TOP HALF PERFORATED PVC PIPE Q-, GREASE TRAP INVERT PER PLAN INVERT PER PLAN Li a_ Fey))) ------------------------------------------------------------------------------ Kim Horn C)2022 KIMLEY-HORN AND ASSOCIATES, INC 950 Bannock Street, Suite 1100 Boise, Idaho 83702 (208) 297 2885 DESIGNED DRAWN CHECKED SEEPAGE BED AREA MONITORING WELL 5' MONITORING WELL MPO BKG BDM I PER DETAIL ON PER DETAIL ON SCALE (H): N/A THIS SHEET THIS SHEET �0 FOR REVIEW ONLY SCALE (V): N/A K—Amesbelow. NOT FOR DATE: SHEET NO. 50' Call beii-a you dig. CONSTRUCTION 2/03/2022 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE PROJECT NO. YOU DIG, GRADE, OR Kjmleylfflorn 13 SEEPAGE BED PLAN VIEW EXCAVATE FOR THE MARKING OF UNDERGROUND _EMBERUTILITIES 093893000 DWG. NAME 23 6) SEEPAGE BED DETAIL SCALE: NTSr8,)NOT USED SCALE:NTS 3000-DT-PH2.dwq lof Lhj 0 0 DRAINAGE CONSTRUCTION NOTES SEEPAGE BED-1 FINISH GRADE ELEVATION:2526.78 DIMENSIONS: 39'Wx62'Lx3'D VOLUME: 3491CF 16 PIPE INVERT ELEVATION: 2523.13 2 TOP OF GRAVEL: 2525.28 BOTTOM OF GRAVEL: 2522.28 BOTTOM OF SAND: 2520.78 MAX GROUNDWATER ELEVATION: 2519.28 INFILTRATION RATE: 3.00IN/HR _0 N -------------- ' I EX. OAKWIND ESTATES PHASE 1 0 __ _ SEEPAGE BED #1 (NOTAPART) ------ -- 18 --- - BLOCK 8 15 I I 14 I 13 SDMH-1 I STA: 19+35.41 OFF: 33.56LT RIM: 2527.03 - - - MP: 2521.13 / V IN: 2523.13 V 22523.13 117-- `OUT: Y 20+00 i PHASE LINE 62.0' I 3 0 �� r- S&G-1 STA: 19+22.07 19 I OFF: 26.59LT RIM: 252.6.63 CB-2 i S INV IN: 2523.33 4 STA: 19+06.83 N INV OUT: 2523.13 OFF: 15.67LT 1 NW INV OUT: 2523.13 RIM: 2526.10 IN BAFFLE: 2523.38 E INV: 2523.41 OUT BAFFLE: 2523.88 W INV: 2523.41 SEEPAGE BED #1 U0.00% D6 17 LF 0.50% I 3 W o I 13 BLOCK 7 Q m CB-1 14 STA: 19+06.83 6 0 ® 1 OFF: 15.67RT 50% W RIM: 2526.10 O W -INV: 2523.55 Z tl O CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A. BLOCK 6 I O CONSTRUCT SEEPAGE BED PER THE LATEST VERSION I OF THE ACHD STORMWATER DESIGN GUIDELINES 9 it ®I x1 7 6 SECTION 8200 STD DWG BMP 20 WITH ANGULAR 3/4" I TO 2" ROCK WITH MIN. 50% FRACTURED FACE. 8 CB-5 ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEET STA: 13+17.03 13 FOR ADDITIONAL INFORMATION. - - - 1 OFF: 15.67LT - -RIM: 2526.85 - - 3O CONSTRUCT OBSERVATION WELLS PER THE LATEST ® S INV: 2523.85 VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A WMILANO ST MINIMUM 50' FROM THE PERIMETER OF THE BED ON 13+oD CB-6 THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL APN: APN: - - - STA: 13+17.03 - - IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. SO428325610 PROPERTY LINE SO428325460 28 LF ®6 • OFF15.67RT ' 1 RIM: 2526.85 REFER TO DETAIL ON SHEET 13 FOR ADDITIONAL 0.50% S INV: 2523.71 INFORMATION. r-------------------------------------------- �� N INV: 2523.71 O4 INSTALL 1000G SAND & GREASE TRAP WITH 20" 9 LF ® 6 BAFFLE SPACING PER PER THE LATEST VERSION OF EX. OAKWIND 0.82% - - EXISTING PHASE 1 STORM THE ACHD STORMWATER DESIGN GUIDELINES SECTION 220' - - - DRAIN SYSTEM 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. ESTATES PHASE 1 (NOT A PART) I I l 10 EX. S&G-03 5O INSTALL 150OG SAND & GREASE TRAP WITH 20" I 3 1 STA: 13+1683 e� . 9 BAFFLE SPACING PER PER THE LATEST VERSION OF OFF: 25RT THE ACHD STORMWATER DESIGN GUIDELINES SECTION SEEPAGE BED-3a RIM: 25 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. FINISH GRADE ELEVATION:2527.91 N INV IN: 2523.63 � DIMENSIONS: 22'Wx90'Lx3'D I a 5 O INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE OVERALL SYSTEM VOLUME: 4648CF TTRM PHASE LINE m PER PLAN. PIPE INVERT ELEVATION: 2524.20 2 I II °) r S LU TOP OF GRAVEL: 2526.41 � ESMTI 9 EX. OAKWIND 7 O INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. 0 BOTTOM OF GRAVEL: 2523.41 o I 0- ESTATES PHASE 1 LENGTH AND SLOPE PER PLAN. BOTTOM OF SAND: 2521.91 m BLOCK 8 BLOCK 4 w (NOT A PART) 8O INSTALL STORM DRAIN MANHOLE PER ACHD MAX GROUNDWATER ELEVATION: 2520.41 INFILTRATION RATE: 3.401N/HR I o o 6 w a I 5 w SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. w O9 CONNECT TO EXISTING PHASE 1 SAND AND GREASE 10.0' w N x TRAP PER OAKWIND ESTATES PHASE 1 DRAINAGE g g sTRM i I DETAILS ESMT EX. SEEPAGE BED #2 - PHASE 1 SDMH-2 STA: 12+54 OFF: 0.00 I CB-4 RIM: 2527.49 8 33 LF ® I 7 I STA: 13+00.46 SUMP: 2522.20 000% 1 OFF: 15.67LT INV IN: 2524.20 . a RIM: 2526.96 - INV OUT: 2524.20 - - N - - S INV: 2524.46 - - S&G-2 9 CB_7 8 7 BLOCK 7 WAVILLA ST 39 LF ® 7 000% . STA: 12+97.16 OFF: 0.00 STA: 12+91.42 - - J - OFF: 15.67LT 1 3 6 ® • - -RIM: 2527.32 RIM: 2527.78 - - - - - 13+00 5 NE INV IN: 2524.40 S INV: 2525.27 SE INV IN: 2524.40 W INV OUT: 2524.20 NW INV OUT: 2524.20- 30 LF @ 7 IN BAFFLE: 2524.45 28 LF ® 6 CB-8 _ - 0.00% OUT BAFFLE: 2524.95- 0.50% 13+00 CB-3 - - - - - - T- STA: 12+91.42 - I STA: 13+00.46 BLOCK 7 OFF: 15.67RT �- - OFF: 15.67RT 1 1 RIM: 2527.78 RIM: 2526.96 3 20 21 H W SOPRANO ST N INV: 2525.13 18 N INV: 2524.46 19 So S INV: 2525.13 I z I I 50 9 LF ® 6 S & -3.50% G I I SEEPAGE BED-3b ;} 0 STA: 12+93.67 FINISH GRADE ELEVATION: 2527.79 DIMENSIONS: 10'Wx115'Lx3'D § OFF: 27.25RT OVERALL SYSTEM VOLUME: 464 8CF RIM 2528.39 I I PIPE INVERT ELEVATION: 2524.20 NW INV IN: 2525.08 2 TOP OF GRAVEL: 2526.29 18 I 19 SE INV OUT: 2524.88 ,o.o' I BOTTOM OF GRAVEL: 2523.29 a I I I IN BAFFLE: 5 I ES13 MT OF SAND: 2521.79 I I IBOTTOM OUT BAFFLE:2525.63 I MAX GROUNDWATER ELEVATION: 2520.29 ro 23 SEEPAGE BED-2 INFILTRATION RATE: 3.401N/HR FINISH GRADE ELEVATION:2527.83 = DIMENSIONS: 17'Wxl20'Lx3'D 8 ! 20 VOLUME: 3024CF PIPE INVERT ELEVATION: 2524.88 2 xl TOP OF GRAVEL: 2526.33 BOTTOM OF GRAVEL: 2523.33 I I BOTTOM OF SAND: 2521.83 I I BLOCK 6 a 5- MAX GROUNDWATER ELEVATION: 2520.33 w INFILTRATION RATE: 3.301N/HR 2o i � I 10.0' I I o c5 i 1 p II- - - STRM I ESMTI I m Y 10 0' 10.0" - STRM Q STRM. fo ESMT W ESMT I I uj to �I a I i I 8 6 5 I 4 Q I I I BLOCK 7 I I I I o.o' =a o I ra " 10 g 7 SEEPAGE BEDS #3a & #3b I I I I n I 3 I �o I �o SEEPAGE BED #2 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL OVER -EXCAVATE AS NEEDED TO REACH FREE DRAINAGE MATERIAL. i GRAPHIC SCALE IN FEET I 0 10 20 40 NORTH OAKWIND ESTATES - PH2 PAVING AND DRAINAGE DETAILS MERIDIAN, ID Kimley)))Horn I © 2022 KIMLEY-HORN AND ASSOCIATES, INC. 950 Bannock Street, Sulte 1100 ' Boise, Idaho ""'2 208 297-2885 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn MPO I BKG BDM N SCALE (H): 1 = 20 SCALE (V): N/A w ROJECT NO. 14 093893000 WG. NAME 3000-DT-PH2.dwg of 23 I I I I I I APN: SO429440000 I I APN: SO428325610 I APN: SO428325460 2 r______________-------------__—__—__—__ ___________ --NNN—e—NNN--N--NNN—e—NNN--Ne--NNNNNe— ----------------- ____________________ 7 i 1 I "-7"` I I I BLOCK 8 I 6 I 5 4 1 1 I 15 I 14 I 13 I 12 I 11 I 10 I 9 I 8 1 I � 16 1 I I I I I I 1 —17 _ W AVILLA STI i i � 3 1 � BLOCK 8 I cr I 1 19 14 I 15 I 16 I 17 1 18 19 20 21 1 I 1 BLOCK 71 1 7 1 Z i I i 20 — — I I 12 I I 1 11 I 10 I 9 I 8 I I 6 I 5 I 4 1 1 21 1 I I I I 22 I 1 I I �Ilu ——M m — — —�— — — Q W SOPRANO ST' 23 I 3 1 0 1 I 15 16 17 18 I I I I I I 19 I I 20 I 21 I 22 I 23 1 24 47' IN/ -- -- -- _— -- BLOCK 6 S/W B/C S/W I I. 13 12 11 10 1 I I I I I 9 I I 7 I 6 I 5 I 4 25 I I I I I I I I I I 3 I 1 26 W MILANO ST I M m f _ _ BLOCK 8 1 27 1 — — —-------- 1 1 5 I 7 28 1 5' S/' 4 --- I 1 29 I I I 8 I -- 3 I I I � 30 BLOCK 5 _ — i — — 2 i 31 I 10 I 1 i-------- -- - -----------1--------- 3 47' 9 R/W 33' 5' B/C I S/W 8 F— — — —� EXISTING OAKWIND 7 ESTATES PHASE 1 I 1 (NOT A PART) BLOCK 4 I I 6 W DAPHNE ST --------- ----------- EXISTING OAKWIND ESTATES PHASE 1 \ APN: (NOT A PART) SO428325460 \ EXISTING OAKS NORTH SUBDIVISION NO. 2 \ (NOT A PART) Q m � J C a z LIGHTING AND SIGNAGE NOTES �1 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �2 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK TERMINUS PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-1132A. �3 INSTALL STREET NAME SIGN PER CITY OF MERIDIAN STANDARDS. SEE FINAL PLAT FOR STREET NAMES. LIGHTING NOTES: 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS: //CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. SIGNAGE AND STRIPING NOTES: 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 2. VERIFY WHITE EDGE LINE 11' FROM EXISTING PAINTED CENTERLINE PRIOR TO PAINTING. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 1ASE 1 PHASE 1 KEY MAP N.T.S. GRAPHIC SCALE IN FEET o 0 20 40 80 NORTH 7 0 O OAKWIND ESTATES - PH2 LIGHTING & SIGNAGE PLAN o MERIDIAN, ID Kimley)))Horna ©'80 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn SCALE (H): 1" = 40' 6 SCALE (V): N/A w 15 23 i I I APN: APN: SO428325610 SO428325460 L 1 I PROPERTY LINE r____________________________ _ ��NNN��NN___________ ----------------- _____ ______________________________________ ___________ 7"7`=`1 I I BLOCK 8 I 6 I 5 4 ; 15 I 14 I 13 I 12 I 11 I 10 I 9 I 8 I I i 16 I I I I I I I SP-30 I I I I I I FH-01 I I I I I S&G-2 SDMH-1 - - CONNECT TO 8" W W AVILLA ST - 8W 8" W W " PHA 8" WATER LINE 8. 8- I I SDMH-2 I s III CONNECT TO i PH.1 SSMH-30 j � r— SSMH-04 I TSSMH-05 C I S&G-1 14 15 16 17 18 19 20 I I 21 i PHASE LINE I, I BLOCK 8 °D SSMH-03 I I I I I I i 19 I I I I I I I I I I I \ O BLOCK 71 I I I I CONNECT TO \ I _ = 20 _ _ 7 I EX. PIRR Flwi - - I� - � - - APN: CONNECT TO I SP-3b T I \ SO428325460 EX. PIRR � I I I 12 11 10 g I I I \ r--- 8 6 5 I 3 I I I I I I I I I 4 EXISTING OAKWIND \ \ i I 21 I I FH-02 I I I I I I I I E 1 (NOT A PART) EXISTING OAKS NORTH I I \ SUBDIVISION NO. 2 PH.1 8" WATER LINE - - - - - - - - - - - I CONNECT (NOTAPART) \ 22 I 8" W 8^ 8. " W \ ' - CONNECT TO 28 QW 8• ss W SOPRANO ST —8" 'ss • ss \ APN: - SO429440000 I 23 I 2i SSMH-09 I S&G-3 15 16 17 18 I I c~n 19 20 21 22 23 I I I I I I I I I I I I I PROPERTY LINE ¢ IZ 24 I I SP-2 I I z \ - L PHASE LINE - ---- PIRR -�- BLOCK 6 ° PIRR 1 Lo I PIRR3 I I 13 I 12 I 11 10 9 I L 7 6 CONNECT TO 25 as I I I I I I I I 5 i 4 i EX. PIRR _� I CONNECT TO SSMH-08 ;o I EX. PIRR I 1 - - FH-04 i 1 I I SSMH-02 CONNECT TO 26 8 W 8" W 8" W " w 8^ W PHA 8" WATER LINE - 81 ss 8` ss —W MILANO ST 8 ss II r� I BLOCK 8 CONNECT TO 2W - -77 PHA SSMH-27 SSMH-07 :SSMH-01 5 CONNECT TO §N EX. PIRR FH-03 I SSMH-06 F 7 3 9 5-0 100 28 d V I 4 _ I 8 8 nY I I 29 I 0 I I 1 I PHASE LINE / - - %0 I w I / fo I I 3 3 I Q F----� / O 3 I 7 I EXISTING OAKWIND Z. r— I 9 I ESTATES PHASE 1 / r F 1 I I I 30 I -- I (NOT A PART) Z I / HC1O SSMH 0NNECT 03 I BLOCK 5 iP- - BLOCK 4 2 n I 31 I 10 I I 6 i I 1 5, -CONNECT I CONNECT TO I CONNECT TO CONNECT TO P z 1 I PH.1 8" WATER PH.1 SSMH-09 H.1 8" WATER I LINE �,- LINE *41 t1L I CONNECT TO I PHASE LINE EX. PIRR �o r i W DAPHNE ST _ I ,j �a ,o Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Plans Are Accepted For Public Street Construction By stomping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT 1ASE 1 PHASE 1 KEY MAP N.T.S. GRAPHIC SCALE IN FEET o 0 20 40 80 NORTH o_ F OAKWIND ESTATES - PH2 � 0 OVERALL UTILITY PLAN 0 MERIDIAN, ID Kimle v >>)Horn 0 a © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=40' 6 SCALE (V): N/A w 16 23 WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. II _ _ _ _ _ _ ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER _ _ _ _ _ _ _ _ _ _ _ _ _ — _ — — — — PER CITY OF MERIDIAN STD DWG W1 & W2. 30 __ I) N BLOCK 8 ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER y W EX. SSMH-03 (48"m) SSMH-01 (48"0) PER CITY OF MERIDIAN STD DWG W1 & W3. y 31 STA: 13+75.51,-10.59LT 4 RIM: 2526.44 29 2$ 2] STA: 15+37.25,-6.00LT 2g 3 Q Q INV IN: I RIM: 2527.17 25 24 23 ® INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF O INV OUT:: 2510.71 I 2510. I I INV OUT: 2517.28 I MERIDIAN STD DWG W8 & W9. C M I I I I I I ❑5 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD I) 0 M M 0~� ^ M N t0 DWG W1 1. J OWN +� OoN rJ OON 7� NJ� OON J �e.N NJ� �H 4 ^~N �J ��N u) M U MMH +� a„i� NO + + +ua _u) O pMjON ,J) + co J aoN N� 6 LO �J �J,Nn �oN © INSTALL 8" x 8" x 8" TEE. N HMO HMO O 4N ^MH MO �IMH MO + N ^MH MO +un ^IMF +u7 p Lo + u70 V)O OON +� O u) W NO? �w> I a� a�> 0 I a� o F� N I MO o �N �MO O + �� O L O MF �Mo o +� ai rMH �I.» 10 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO O T T V)O? I TI NO 3 1~n0? 2 FV-Z fn0_ I 2 43 I \ 1 I F�> Z N0— 2 I I ^T ' SSMH-02 (48';0) QIi> �t1 v o? ^ 2 I ¢v: � I0 I o I 4 Qv: > ~wz rno_ 2 QO v, I Q Q� ��> I vIo? 2 I �N a ~ o O ¢�> V~io? 2 11 MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. I EXISTING OAKWIND I Le ESTATES PHASE 1 (NOT A PART) I� PHASE LINE I I + o M 0 I N O I I I 2532 2528 2524 2520 2516 2512 2508 2504 z 2 — — T L > z 3 I Z I 4 I BLOCK 5 V! 5 6 13 ao I I BLOCK 6 12 00 r— F- W W W W W _z J U Q co O N M 't 000 O n C5�:3 INN N+INN N0 I NO g+�NH to NZ00 2. N �> V) =Z N 0_ Z V) 0 _ x E z z w �__ PROP. GRADE 00 H U) W EX. GRADE PROP. PIRR N W CROSSING = W o i, W 0 0 � W zW z 00 J ui U W < Q Q346 LF OF 8" PVC 0 0.50% d ®4.00% 8" pVC OF OF 162 1 14+00 15+00 16+00 17+00 SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 4" SANITARY SEWER SERVICE ® 2.0% MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® CONNECT TO EXISTING SEWER MANHOLE. O7 SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. Plans Are Accepted For Public p 3. CONTRACTOR TO ENSURE 1.5' VERTICAL SEPARATION Street Construction MAINTAINED FOR ALL POTABLE AND NON —POTABLE CROSSINGS. By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District 4. TOTAL LINEAR FOOTAGE OF SEWER MAINS: 1925 LF. policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. A UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON I SHEET 02. BY DATE: ADA COUNTY HIGHWAY DISTRICT 2532 2528 2524 2520 2516 2512 2508 2504 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES �11,1117 I 1 N.T.S. O GRAPHIC SCALE IN FEET 0 10 20 40zo = 0 z OAKWIND ESTATES - PH2 3 UTILITY PLAN & PROFILE 0 c MERIDIAN, ID Kimley)))HornX © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 z Boise, Idaho 83702 208 297-2885 N FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn DESIGNED DRAWN CI MP O BKG SCALE (H): 1"-20' SCALE (V): 1"=4' 0. 17 33000 —PH2.dwo lof 23 shts if� WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. - - -_ _ _ _ _ - - - - _ - - - - _ _ - _ - - - _ _ __ ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER _ PER CITY OF MERIDIAN STD DWG W1 & W3. BLOCK 8 I CO ❑5 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD I 10 STA: 19+34.71,-79.87LT DWG W11. 23 22 21 20 1g i S RIM 622.69 181 IN: 16 © INSTALL 8" x 8" x 8" TEE. I I f ESMTI INV OUT: 2522.6s STA: 19+42.32 ❑7 INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. a N N a 10' 2 OFF: 92.7OLT ANGLE PER PLAN. STRM' I CO NV OUT: 2524.64 +�N �o oo wo 't ��u) ESMT I ® WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO +n �Nir �o a " �o "� rn o +�n`V � !� I 1' STA: 19+44.40 3 MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. "> > o n vi N M o p co "� con M o + ao + ao ui oa �i M + o o I SSMH-03 (48"0) OFF: 70.71'LT N�Z ~o I>zo o `� N I �L> o fO STA: 19+22.29,-6.49LT 1 ❑9 WATER LINE STORM DRAIN CROSSING. CONTRACTOR / I v~oz In e. o no? o 3 RIM: 2526.40 - - - - - I TO MAINTAIN 1.5' OF SEPARATION PER IDEQ 3 2 I 2 I 3 2 INV IN: 2515.93 Co STANDARDS. WHERE VERTICAL REALIGNMENT IS T 6 I INV OUT: 2515.83 I 17 STA: 19+44.15,-46.49LT I t 5 RIM: 2527.59 NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 Co INV IN: 2521.73 i DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR STA: 19+44.10,-41.62LT RIM: 2527.45 INV OUT: 2521.73 * OF OUTSIDE OF CROSSING PIPE. ti Ln tj 5 INV IN: 2519.371 STA: 19+51.80 15 i r- - - - - - - INV OUT: 2519.3.7 I CO DOFF: 61.92LT INV OUT: 2524.28 i 10 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO T MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. W -- - \ C� CO STA: 19+45.75, _ / / -42.33LT Cn 346' 1 I 5 INV IN 5 2521..15 W 8" SS 8" SS 8. SS I INV OUT: 2521.15 W 18+00 8" SS I - - - - - U 19+00 45' BEND W 1 191' S cn 7 STA:19+49.05 'f N DELPHI AVE 1 169' OFF: 2.52'LT _Z 8" W 8" W 8" W I 8" W I _J 8" W I 31 I TA:1 + /10FF: 38. OLT3 INV OUT: 2523.96 14 SEWER CONSTRUCTION NOTES .x- 9 OFF:10.00'RT \ j - STA:19+39.61 8 48• 1 45' BEND y OFF:a.48'RT 70?., 7 STA:19+75.26 01 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN \ -\ , n 13 04 SSMH(4830) ! OFF:11.23'LT COVER PER CITY OF MERIDIAN STANDARDS. - 121 `� - STA: 19+71 . .04, 4.13RT v STA:19+82.62 3 OFF:25.56'LT O2 INSTALL 4" SANITARY SEWER SERVICE ® 2.0% MIN. RIM: 2527.22 3 1 1 2' INV IN: 2515.59 255' 1 - - SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND 6 INV IN: 2515.59 - - - _� DIVISION 500 OF THE CITY OF MERIDIAN 1'I ^0 INV OUT: 2515.49 BLOCK 8 i SUPPLEMENTAL SPECIFICATIONS. MATCHLINE SEE SHEET 22 o MATCHLINE SEE SHEET 19 r � 0 I +o i O3 INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE 15 � 7� PER DIVISION 500 OF THE CITY OF MERIDIAN ~ ~ i SUPPLEMENTAL SPECIFICATIONS. 12 14 O SEWER D MAIN CLEANOUT PER CITY OF MERIDIAN ST 13 ` DWG SI BLOCK 7 © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. 0 SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER I IDEQ STANDARDS. 2532 2528 2524 2520 2516 2512 2508 2504 rn 0 cia M Mao N q N i2 NLin N O m 't�� r N N N N H O+ = NZZD p+'o(MVH N'•7 I 2 Z p N �>>> Z Z Z n. f > > EX. GRADE Fr Z Z PROP. GRADE 12SD N " o z PROP. PIRR STA.19+06.83 a CROSSNG INV.2523.49W W W 'o W 2 = CnLu ; O 0_N� W W W wt� N Cn < W Z MLO N z _ 346 LF OF 8" PVC �z = C) Q 48 LF OF 8" PVC ®0.50% � Q 18+00 19+00 2532 2528 2524 2520 2516 2512 2508 2504 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 3. CONTRACTOR TO ENSURE 1.5' VERTICAL SEPARATION MAINTAINED FOR ALL POTABLE AND NON -POTABLE CROSSINGS. 4. TOTAL LINEAR FOOTAGE OF SEWER MAINS: 1925 LF. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. pill 5. 1■1 • ,I� SIMMONS i L501 N.T.S. Z ffi O GRAPHIC SCALE IN FEET 0 10 20 40 = 0 OAKWIND ESTATES - PH2 N TU UTILITY PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=4' w 0. 18 33000 -PH2.dwq lof 23 i WATER CONSTRUCTION NOTES n I I --------------------------------------- - K ----�-------*�--------*--�-------�---*-------x--��---*--�--� -- �---� -�� -�--- �--*--�--�--- �1-�--�---x---�--�-- �--- ��, I BLOCK 8 I I I I x I I I l i I 13 12 11 I 10 I 9 8 61 5 I 10' 10' Ou a I o OD It I a n N STRM' STRM H JOIWi> I oQOli OQllI I mm Moto > I II O J cNJOu% I II ^J0a II J ON I ESMTul i o N u) O ESMTI aoN Loco n NN a0 I + J oN N r-r II I Mv)+1 1H<J +M ON O N0 +O� M p + u+ + M O M rM 00 p lo oO O ++ u) ++O p O O W > QOV0FWz FW? I:> O 6WzVco , O F��> ¢Nio > p N2 4 F3F2 3 o no?oo moM 6 g2 g O ao W— W 2 W 8" ! 8" w ! 8" ! 8" w W 1 102' ! 8" w o+oo 11+00 WAVILLA ST ILL!d m �— — — 12 I— z --I 8' S ! 8" S 8" S ! 8' ! C) 1 255' Q LLJ 2 I 3 2 I 2 I 3 2 OWN I Cr q +Oa I ND'� ±0�}ON �I- In a0 ON pON <MN MOM QW QMN Nlip aMN V N O 00 00 N O N 00 z_ z > > 14 I 15 I 16 I I 17 I 2532 2528 2524 2520 2516 2512 2508 2504 ! 8" W s"w ! ! 8"w ! $•w w 1 297' 13+00 �I — >- —� -- - - — • 1 • 8" I I 8* SS J 7 I/ 1 102' rt7 — I-- "SSMH-OT 5 (48"0) EX. SSMH-30 (48"0) STA: 12+43.01, 6.00RT STA: 13+66.74, 6.00RT 3 RIM: 2527.41 RIM: 2527.791 INV IN: 2514.21 INV IN: 2513.50 INV OUT: 2514.11 INV OUT: 2513.40 2 2 I I 2 6 I 3 2 �r OfON LNowcNN M O04 w a0i NM�1000 �a +ON++)j dOM'OMN 'STRM' STRM N ESM ESMT N oo II II Nap II Q�0Dno z I NOO p > Z 18 19 I 20 I BLOCK 7 I i l I N O O fpOON r.+jMN ¢00 Uoo z Q I I I I 4 cV I co 1:0 I a�a I PHASE LINE I I I EXISTING OAKWIND I ESTATES PHASE 1 I (NOT A PART) I I I Q INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W2. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STD DWG W8 & W9. ❑9 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 11 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 4" SANITARY SEWER SERVICE ® 2.0% MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® CONNECT TO EXISTING SEWER MANHOLE. © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET 03 OF THESE PLANS FOR Plans Are Accepted For Public HORIZONTAL CONTROL LINE AND CURVE DATA. p 3. CONTRACTOR TO ENSURE 1.5' VERTICAL SEPARATION Street Construction MAINTAINED FOR ALL POTABLE AND NON -POTABLE By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District CROSSINGS. 4. TOTAL LINEAR FOOTAGE OF SEWER MAINS: 1925 LF. policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON BY DATE: SHEET 02. ADA COUNTY HIGHWAY DISTRICT c� op �° a N�Nu7 N� .rnC4a N N ,p �NpONO N ��7a o .rnNM M ^MN I _Nlrj u)i!] r^N +NNN N N N O . pNN1nN C4 2+NNN I�N 't N O + N N H 0 N ONH N ? } z0Lo Lo N N H H MNF N N [ = NZZpp N p = ZO = �.._>> ��??0O Z O �>> N »> N �ZZ N �9 9 '13< QQZZZZ W a'ZZ n F'zzz PROP. GRADE -- NV mm---- EX. GRADE O 39 LF OF 12" ® 0.00% 00 W W W a °° = M _z J C0 W W Uj W Q U) W z J o U LF OF 8" PVC 00.50% Q255 tH==� 124 LF OF 8" PVC ®0.49% 10+00 11 +00 12+00 13+00 14+00 N.T.S. 2524 GRAPHIC SCALE IN FEET 2520 0 10 20 40 NORTH OAKWIND ESTATES - PH2 2516 UTILITY PLAN & PROFILE MERIDIAN, ID 2512 Kimley)))Horn © 2022 KIMLEY—HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 2508 Boise_ Idaho B3702 (208) 797-2885 2504 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=4' w 19 23 WATER CONSTRUCTION NOTES IEX. SSMH-09 (60"0) I STA: 10+46.50,-6.00LT 4 RIM: 2527.30 10 INV IN: 2508.54 I INV OUT: 2508.44 a I rn PHASE LINE I 10 o � J� ad J I + N 00 W u� OMB + n O O N I ~ V > 0 to O ? N O I2 3 I EXISTING OAKWIND ESTATES PHASE 1 (NOT A PART) 2532 2528 2524 2520 2516 2512 2508 2504 BLOCK 5 9 I I O N 0 ON + M .. M O > I tnO? 2 I SSMH-06 (48"0) STA: 12+07.92,-6.00LTO 8 RIM: 2527.50 INV OUT: 2514.99 OD N N � m p N J1!) J MAN +Lo r N �LN O 0 O I 2 � NOZ I 2 I' 1 161' 1 �j r 8* SS ! 8- SS 11+00 4 d M m N PATIMOS AVE o I ! 8" W ! W 7 N I— W W 2 12+00 W W fn 233' W 1 8. W _Z J U I— — — I� N 2 ILJ I 11 0Hu 2 I 2 3 of OaCa 01") �p3 O ��2 � )� 0OXN 10 OF u1K M NDF_2 ON 6 'LON + 0 u NLqN±n �OO LON +7n ±M N N ±MN N Q� ~o LH moo F y 'WA > (n0 �00 NOO NO <00 lv! Z Z I Z Z - Q. a 6 7 I I I 8 I 9 I BLOCK 4 L����� � � � a �� rn o� '6 0 a U1 1 I�pN UJ+NN O �~ �+NN� N N Z D 2 N O X � > > � N > � Z w z z PROP. GRADE EX. GRADE J N N PROP. PIRR CROSSING N H o W Ni W 2 W oo W W _Z J � W W fn z_ Q J U I- 4 00% LF OF® 161 10+00 11+00 12+00 2532 2528 2524 2520 2516 2512 2508 2504 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. 11 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 4" SANITARY SEWER SERVICE ® 2.0% MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® CONNECT TO EXISTING SEWER MANHOLE. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 3. CONTRACTOR TO ENSURE 1.5' VERTICAL SEPARATION MAINTAINED FOR ALL POTABLE AND NON —POTABLE CROSSINGS. Plans Are Accepted For Public 4. TOTAL LINEAR FOOTAGE OF SEWER MAINS: 1925 LF. Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON policies and standards. Variances or waivers must be specifical— SHEET 02. ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES ��■■■■■ .-ilk I N.T.S. O GRAPHIC SCALE IN FEET 0 10 20 40 = 0 z z OAKWIND ESTATES - PH2 UTILITY PLAN & PROFILE 0 a o: MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=4' w 0. 20 33000 —PH2.dwo lof 23 i z �o WATER CONSTRUCTION NOTES �o s� �Y 2536 �a ei 3 2532 Z. 2528 sF, 0 ?o 2524 2520 ?z 'o eQ 2516 3 �o 2512 13 I I 12 N O cd 0 � M M � v NJN �'ON J � OON + M 7 O N M H M 0 O O ~2 I I rnI n0? �O 3 T N W W 2 ! "W ! 8" W ! 8" W n+oo 1 na' W MILANO ST LLI x 03 Z 8" SS 8" SS n J 1 135' U F- Q ` SSMH-07 (48"0) SSMH-08 (48"0)-� 3 STA: 10+51.50, 6.00RT STA: 11+87, 6.00RT RIM: 2527.39 RIM: 2527.60� INV OUT: 2517.61 I INV IN: 2516.94 INV OUT: 2516.84 5 T 3 BLOCK 6 I 9 I ao 00 F W N + + M O N O I F0 FO> I o rno? 2 T -- I-- W 8" SS - 233' 1 MATCHLINE SEE SHEET 20 7 NI O I BLOCK 5 I 10' 10' STRM' j STRM ESiT 8 ESMTi I 7 I ul n M J N I I M NON o O J ON + O lo O M M O F O I E ¢ NQO t~tL n o? 10 177 2 I i x - I - T_ I 6 I 5 I I I I N m M a0 J 'JN .0 _ �I-N rj J U, �p0 +ON Np 'ON+2 N I+MMO M 7 aN �MO I 0 Z I LL H O NO NO - cn 0 vl0? 3 T I 4 2 N I UJI4 LU co co I CL 7 t n � J I VO O PHASE LINE I I ! 8" W ! ! W 8" ' ! 8" W ! 8" W ! 13+00 1 210' 1 90' ' 14+00 15+00 8" SS ! ! ss 8. SS 8" SS 8" SS 1 316' 10 EX. SSMH-27 (48"0) 7 7 6 STA: 15+02.81, 6.00RT� RIM: 2527.82 4 0 I o 1 INV IN: 2515.26 O INV OUT: 2515.16 + o 9 0 � I-U_ � EXISTING OAKWIND I In 0 ESTATES BLOCK 4 I PHASE 1 I (NOT A PART) I ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W2. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STD DWG W8 & W9. ❑5 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W1 1. © INSTALL 8" x 8" x 8" TEE. ® WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. ❑9 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 10 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 11 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 4" SANITARY SEWER SERVICE ® 2.0% MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® CONNECT TO EXISTING SEWER MANHOLE. © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. O7 SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET 03 OF THESE PLANS FOR Plans Are Accepted For Public HORIZONTAL CONTROL LINE AND CURVE DATA. Street Construction 3. CONTRACTOR TO ENSURE 1.5' VERTICAL SEPARATION MAINTAINED FOR ALL POTABLE AND NON -POTABLE By stamping and signing the improvement plans, the Registered CROSSINGS. Engineer ensures the District that the plans conform to all District 4. TOTAL LINEAR FOOTAGE OF SEWER MAINS: 1925 LF. policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON BY DATE: SHEET 02. ADA COUNTY HIGHWAY DISTRICT O^ OR r; �rn p� INN W00 +NON 2+t^yNr O N O N N? O I+ N p x „ o Z 1 .. O EX. GRADE » > N Rzz w azz v, a ? N N 12" SD 4 PROP. PIRR PROP. GRADE STA:13+17.03 W CROSSING 12" WATER PVC INV:2523.78 W Lu = STA:12+03.00 _Z U a0 6 INV:2522.85 -j LU o W LLI N C/) Q Lu Z_ J LH-����115 " ®05 Q 316 LF OF 8" PVC ®0.50% 11+00 12+00 13+00 14+00 15+00 2536 2532 2528 2524 2520 2516 ?512 811. Knanrw. .re below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES niaffiiiii I� N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH OAKWIND ESTATES - PH2 UTILITY PLAN & PROFILE MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY-HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=4' w 21 23 WATER CONSTRUCTION NOTES �o s� �Y ;0 2536 �a e2 3 2532 s- 0 2528 0 >, 2524 2520 =a 'o eQ 2516 3 �o 2512 12 I 11 I 10 I 9 oo I 0 O MMEO ON H+ MMF N HMO O p�Nrn O O u �HN ,co" OuN N N + ±+uO NMO Z I a� ��> I a� QiO Q� a�0 NO— VIO NO? NO NO? I ~u_ NO? T I 3 2 I 4 2 I 3 2 � N w-- -- -- — -- -- _ W � 11zs' 8" ! W 11+00 12+00 � — dr (if m W 8" SS ! 8" z 8" SS ! J U H- f N 2 3 2 4xo I 1' Fo I _ 2 I 3 2 Ivor I o aio I ��� D, roctrn CNN I (V�a OMN N �MN ±MN oo +� }nut "00 O NOO O > NOO O t00 Z 15 Z z N >Z — SSMH-09 (48.0) I 3 STA: 10+54.50, 6.00RT 16 17 I 18 RIM: 2527.44 INV OUT: 2517.59 l BLOCK 7 l l 10 1 10' ISTRM'1 STRMI I 8 ESMT 7, ESMT 6 O N o o Nlo a J 'z'n i� +MV-: N NN NM Nc5 u)o noz o ul I O 2 2 e.o? I .I T I 5 I 0 I m O 03 F N Lo J 6JLn O 'o O N M MM=1 N 0 I aI� a4> I N O v) O ? ❑ 2 I 8" W ! 8" I I " W W SOPRANO ST 13+00 1 306' _ 8" S ! 8" SS ! 8" SS ! SS 1 378' Lj I r 6 2 NO u)U)N �O I I I xl �Oa +� +ri LO O MLN N N M N + M M N U)0 moo Fo 10' 10' a�� > I STRM' STRM I N00 Z ESMT ESMTx '> I 19 I 81 20 BLOCK 6 I - F- - I 4 I I PHASE LINE o J NON J O aM� �o I $� � o �o Iv7 0 ? T 11 I 1 EXISTING OAKW/ND ESTATES PHASE 1 (NOT A PART) ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W2. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STD DWG W8 & W9. ❑9 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 11 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. I - �II SEWER CONSTRUCTION NOTES �L I 3 2 I 2 2 0 ;0-o� �00 +� }rrjN 00 I ul NON �N Lo �MN �� �MN N F l0i O Q lei O O F lei L O N N o 0 I Z I 21 PHA SSMH-28 (48"0) STA: 14+32.89, 6.00RT RIM: 2528.57C INV IN: 2515.69 INV OUT: 2515.59 �— -- —T-- ��'� INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. I� INSTALL 4" SANITARY SEWER SERVICE ®2.0% MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN I W W SUPPLEMENTAL SPECIFICATIONS. 0 INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN OIL I CL SUPPLEMENTAL SPECIFICATIONS. I® CONNECT TO EXISTING SEWER MANHOLE. I © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE 22 I FOR SEPARATION. I I NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 3. CONTRACTOR TO ENSURE 1.5' VERTICAL SEPARATION Plans Are Accepted For Public MAINTAINED FOR ALL POTABLE AND NON -POTABLE Street Construction CROSSINGS. 4. TOTAL LINEAR FOOTAGE OF SEWER MAINS: 1925 LF. By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON of the improvement plans by the District does not relieve the ! SHEET 02. Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT m rn c" N . r'D a^ co +NZN N F N N "0 m + N N � � O NO o =.. a �_>>Z_ Z_ N > PROP. GRADE VI K z 1j `EX. GRADE 12" SD - STA:12+91.42 INV: 2525.20 W z J (n � O M W W W Q cn = W d z_ J U ~ 378 LF OF 8" PVC ®0.50% � 1 11+00 12+00 13+00 14+00 2536 2532 2528 2524 2520 2516 2512 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 1 111 N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 z z OAKWIND ESTATES - PH2 N UTILITY PLAN & PROFILE 0 c o: MERIDIAN, ID Kimley)))HornX © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=4' w 22 23 I I I 16 I I � I � I I APN: SO429440000 i I I I ' I APN: SO428325610 7 15 14 13 12 11 10 —17 \ I APN: SO428325460 ----------------------------- _ ------------------------------------- ---------------------------- BLOCK 8 6 5 4 9 8 W AVILLA ST 18 _ BLOCK 8. 19 14 15 16 17 18 1 i 19 20 2 _ 3 6_ 8 3 6 8 BLOCK 7. PIRR _ 7 7 0 IRR 7 410 LF 4"PIRR 744- 7 7 7 �o PIRf2 PM 1 1 PIRR 57 LF 4"PIRRR 56 LF 4"PIRR 1 4 11 7 7 7 10 7 12 10 9 8 6 5 21 L— J 22 Q W SOPRANO ST a w 23 Z 15 16 17 18 19 20 21 nnn 7 7 7 7 0 8 6 3 PIRR M�_ I 7 7 Pia 68 LF 4"PIRR 1 4 12 7 7 7 \=/ 11 10 g 25 13 258 LF 4"PIRR 51 LF 4"PIRR BLOCK 6 26 8 5 3 3 A BLOCK 8 Pia 10 27 4 1 97 LF 4"PIRR 7 3 5 � 45 LF 4"PIRR � � -1 7 1 7 51 LF 4"PIRR R 9 ': '• 30 31 v g 4 7 8 I - 3 7 7 Q 205 LF 4"PIRR 9 Z BLOCK 5 7 2 2 7 10 7 2 8 / I— 1 PIRR 7 — ` 64 LF 4"PIRR LF 4"PIRR 1 4 W MILANO ST 21 4 EXISTING OAKWIND ESTATES PHASE 1 (NOT A PART) 22 23 PIRR 7 5 4 99 LF 4"PIR0 EXISTING OAKWIND ESTATES PHASE 1 7 (NOT A PART) BLOCK 4 6 W DAPHNE ST r� --------- ----------- I I I I I \ APN: \ SO428325460 \ \ EXISTING OAKS NORTH SUBDIVISION NO. 2 (NOT A PART) 11 1 IRRIGATION CONSTRUCTION NOTES �1 INSTALL 4" PRESSURE IRRIGATION PIPE. CONNECT TO EXISTING 4" IRRIGATION PIPE/VALVE. INSTALL 4" GATE VALVE. INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE CENTERED UNDER ROADWAY. RS INSTALL 4" 90° BEND. R6 INSTALL 4" 11.25° BEND. R7 INSTALL 1 1/2" PRESSURE IRRIGATION SERVICE PER ISPWC STD. DWG. SD-902. R8 INSTALL P.C.C. THRUST BLOCK. INSTALL 4"x4" TEE. 10 INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE THROUGH SEEPAGE BED. PRESSURE IRRIGATION NOTES: 1. ALL VALVES, FITTINGS, AND APPURTENANCES SHALL HAVE THRUST BLOCKING PER ISPWC SD-403. 2. CONTRACTOR TO PROVIDE AND INSTALL 2—WIRE CONTROL CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH, TWO INCHES ABOVE THE PIPE. CONTROL CABLE SHALL RUN FROM THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE LOCATION. PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX. INSTALL CONTROL CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATER PROOF CONNECTORS. COORDINATE THE 2—WIRE CONTROL CABLE INSTALLATION WITH THE DEVELOPER. 3. ALL MAIN LINE PIPING TO BE C-900 PVC SDR 21. TO BE STAMPED "NON —POTABLE" AND BE PURPLE IN COLOR. 4. SEE LANDSCAPE PLANS FOR SPRINKLER DESIGN. 5. ALL MAIN LINE FITTINGS TO BE DUCTILE IRON PIPE FITTINGS PER ISPWC. 6. ALL MAIN LINE VALVES TO BE RESILIENT SEATED GATE VALVES PER ISPWC 7. INSTALL IRRIGATION SYSTEM PER ISPWC SECTION 900 INCLUDING BUT NOT LIMITED TO WITH THRUST BLOCKS, LOCATING WIRE, AND IDENTIFICATION TAPE. 8. PROVIDE SPACERS AND END SEAL FOR ALL PIPE SLEEVES. 9. SLEEVES TO END PAST ALL HARD PAVEMENT AND CONCRETE SURFACES. 10. PIPE DEFLECTIONS NOT TO EXCEED I THE MANUFACTURERS RECOMMENDED ALLOWABLE DEFLECTIONS. 11. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE OWNED AND OPERATED BY THE HOME OWNERS ASSOCIATION. UTILITY CROSSING. SEE WATER NOTE 2 AND 3 ON SHEET 02. 1 W_ Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES iASE 1 PHASE 1 KEY MAP N.T.S. GRAPHIC SCALE IN FEET o 0 20 40 80 U1.1 NORTH 7 0 OAKWIND ESTATES - PH2 IRRIGATION PLAN o i MERIDIAN, ID Kimley)))Horna '80 © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1" = 40' 6 SCALE (V): N/A w O. 23 a3000 —PH2.dwa lof 23 ;