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CC - Construction DrawingsSITE DEVELOPMENT PLANS FOR o O O 3 oapz romp r7�„w OAKWIND ESTATES - PHASE NORTHEAST CORNER OF MCDERMOTT ROAD AND MCMILLAN ROAD LEGEND MERIDIAN, IDAHO SHEET INDEX ABBREVIATIONS .. — ..<__.. — ..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 CIVIL ENGINEER 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 OWNER/DEVELOPER THE OAKS BUILD TO RENT, LLC 4900 N. SCOTTSDALE RD.,SUITE 4900 SCOTTSDALE, AZ 85251 TELEPHONE: (602) 751-5895 CONTACT: JASON JARVIS L4YIft AIll Il i\ LAND SURVEYOR ARCHITECT LAND SOLUTIONS 231 E. 5th ST., SUITE A MERIDIAN, ID 83642 PHONE: (208) 288-2040 CONTACT: CLINT HANSEN, PLS ZONING: R-15 GROSS ACREAGE: 16.83 AC NET ACREAGE: 15.63 AC TOTAL NUMBER OF LOTS: 133 NUMBER OF BUILDING LOTS: 115 NUMBER OF COMMON LOTS: 18 GROSS DENSITY: 6.83 DU/AC DEVELOPMENT TYPE: SINGLE FAMILY RESIDENTIAL KTGY 17911 VON KARMAN AVE., SUITE 200 IRVINE, CA 92614 PHONE: (949) 797-8332 CONTACT: AARON ALDUENDA 01 COVER SHEET 02 GENERAL NOTES 03 GRADING LIGHTING & IRRIGATION KEY MAP 04 PAVING KEY MAP 05 DEMOLITION & EXISTING CONDITIONS 06 GRADING PLAN 07 GRADING PLAN 08 GRADING DETAILS 09 PAVING PLAN & PROFILE 10 PAVING PLAN & PROFILE 11 PAVING PLAN & PROFILE 12 PAVING PLAN & PROFILE 13 PAVING PLAN & PROFILE 14 PAVING PLAN & PROFILE 15 PAVING PLAN & PROFILE 16 PAVING PLAN & PROFILE 17 PAVING PLAN & PROFILE 18 PAVING PLAN & PROFILE 19 PAVING PLAN & PROFILE 20 PAVING PLAN & PROFILE 21 OFFSITE PAVING PLAN & PROFILE 22 OFFSITE PAVING PLAN & PROFILE 23 OFFSITE PAVING PLAN & PROFILE 24 PAVING AND DRAINAGE DETAILS 25 PAVING SECTION DETAILS 26 PAVING AND DRAINAGE DETAILS 27 DRAINAGE DETAILS 28 OFFSITE DRAINAGE DETAILS 29 LIGHTING & SIGNAGE PLAN 30 LIGHTING & SIGNAGE PLAN 31 OFFSITE SIGNAGE AND STRIPING PLAN 32 OFFSITE SIGNAGE AND STRIPING PLAN 33 OFFSITE SIGNAGE AND STRIPING PLAN 34 OVERALL UTILITY PLAN 35 UTILITY PLAN & PROFILE 36 UTILTIY PLAN & PROFILE 37 UTILITY PLAN & PROFILE 38 UTILITY PLAN & PROFILE 39 UTILITY PLAN & PROFILE 40 UTILITY PLAN & PROFILE 41 UTILITY PLAN & PROFILE 42 UTILITY PLAN & PROFILE 43 UTILITY PLAN & PROFILE 44 UTILITY PLAN & PROFILE 45 UTILITY PLAN & PROFILE 46 UTILITY PLAN & PROFILE 47 IRRIGATION PLAN 48 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 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 DESCRIPTION, WERE APPROVED FOR THE PROJECT: (NONE) GENERAL NOTES WATER NOTES / =o 'v N o0 0 wz 0 a 0 a z U -r � 00 > <3 o a� O UU 00 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 001. /o�w 0 Z. > X U ­ o Noo %w�< K-w Y X r O EXISTING OAKS WEST SUBDIVISION NO. 1 (NOT A PART) R I I I I APN: FOUND BRASS CAP SO429440000 AT SW CORNER OF SEC 28, T4N, R1W • — — — — — — — — — — _ _ _ I FOUND AT NW CORNER OF N MCDERMOTT ROAD — — — — — — — — — — — TN1*00'42"E SW j OF SEC 28, T4N, R1W. N1'00'42"E NMcDERMOTTROAD 1315.5' — — — — — — 0 I 1315.4' i I 52 — 30 48 BLOCK 1 is 137 1 38 39 1 40 41 1 42 I I I W 43 44 45 46 47 48 49 50 I I I I I—L T-1 —I 36 N DEL PHI AVE _ 17 roaF 342 �� ICI — — — 18 _ 1 17 -- II 16 -- 33 16 1 _ 19 op 'nl� I I 32 II III I j — — 15 NIA 20 15 1 -- 31 I 21 14 14 I I I�21II1 _30_ J I 22 1 x I 13 Ji ill 1 13— I — — — I FUTURE OAKW/ND ESTATES PHASE 2 1 :I I 2922 Ili i� 23 I I _12 — — I III — (NOT AI PART) I r1l 28 III III J 1 11 iw 12- -, 24 �1 0 I 27 — — I I _ III 2 10 Q Ii I I 11 26 III I� 25 291 — — a 10 47 M 1I II lIl YI 26 —9—a 9 U—_- 25 Y — O 8 Q 1 Or v 1 1 III — _j I— o F-JI — 2 III m 27 x 111 — _0 }III �� _8_ m I I III W — — zII 1 24 II-- 7 z —m— l lu Q III 2$..7= 1 l III Q III I I I 1 —23129-1 1 -6_ 5 1 I 22-— _r 21 I I -- i — 4 III — — I 31 1 - 1 - I 4 I 20 — — — — I — — 32 I I I 1 3 IIII 1I 1 I —3— I II I III !BLO CK 719 ! -- xIII 1 3 33 2 18 — — 2 BLOCK4 BLOCK 634 4 3 ~0 2 17 -- 2S TR SWAY IN L35J _ z I 1 0 Y I 16 A 2 I I W _ T I LUSTRI N ALUST WA Y % 1 52 15 N PA _ — 30 48 1 2 -- _ CO�'I __ \ 3 1 \ 2 5 \ —3I pIIII I I 1 1 II \ \ \ p5BLOCy� — 4 ,I14 1 13I 121 11 613 1 110 I981 6 5 \ I 1 9 7NO°43'02"E 7837.0' 9 1 N�52 Z S — 1� I— J � N88°59'18"W I 1 BLOCK 9 S' I N1°00'4 'E — — g�"W PROPERTY LINE APN: 6 sr� 3.0' 1�00' 2" 4'19'19 _ — 0 2_'3 142.1' 8' SO428325460 M � ?� p2 N44°47'25"W N co m 1 PROPERTY LINE 28.5' 50.0' 136.5' S85'08'45"yy 85. N � — — — — _ — NO°43'02"E — — 11.1' to 38 N TRIDENT WAY 51 Q 0 �n 0 \ In oc I I PROPERTY LINE APN: I I SO428325610 I I ............... I I I I 3 I I I I - - I I cq 2 I I 5 I Q BLOCK 8 1 I I 1 1 I i I N20�3"� I I 171.0' I I I I I I I I I r I / I I I I I EXISTING OAKS NORTH EXISTING OAKS NORTH SUBDIVISION NO. 1 [)RIVE SUBDIVISION NO. 2 (NOT A PART) W MIENO (NOT A PART) APN: SO428325460 I I I I I I LEGEND OGRADING PLAN SHEET NUMBER LIGHTING AND SIGNING SHEET NUMBER IRRIGATION PLAN SHEET NUMBER NOTE: 1. 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. — — — z o O GRAPHIC SCALE IN FEET 0 30 60 120 0 OAKWIND ESTATES - PH1 GRADING LIGHTING & IRRIGATION KEY MAP MERIDIAN, ID Kimley)))Hornz CQ 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 c Call before you ft 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 Kimley»)Horn SCALE (H): 1" = 60' 6 SCALE (V): N/A w FOUND BRASS CAP AT SW CORNER OF SEC 28, T4N, R1W N McDERMOTT ROAD -- -- -- --. - _ N1'00'42"E_ _ 1315.5' T-- -- --�--- * # -- - _ �I 51 22 1 t II 52 w II 137 1 38 1 39 1 40 1 41 1 4J I 43 BL 1 44 45 46 I I I 1 III 50 47 49 �I� rr, l I I I I 11 � I 1 36 -L- L1 DE PHI AVE 0 g 35 C1 L2 L3 I � II L- - 18 - - - m:l I - I 4� 21 3 38 19 II 16 ► 1 I - - I :: +_I 12-- I 15 I - N mll 1 o I 21 14 43 I J 1 0 22 I I 13 1 17 1 1 J I 9 I 23 I I I -12 1 I~ I 3 6 I Ij L-J w 1 1 I - 1 24 10 1 -1- _25_ I 9 M 1 N 26 - - 8 U O m co m.l y m_ _I 27 O I 7 z 0 it d 28 6 1= I Q O 29I == I 44 � Mil 5 II I EXISTING WEST OAKS 1 i - I 39 I 31 I J I - I 1_ 4 SUBDIVISION I NO. 132 I-3 (NOT A PART) I I 1 1 3 I -�I 1 I 33I - -I I I 37 212 1 -I 1 1 34 I I - J I C) 11 1 - - TR1S �VAY . `13 C8 L14 hill 52 cs N_P?�Ug�12 I m I CID I 1 LU 2\ t l 1 40 14 1 \ 5\ 4 \3 \ oC) - 1 110 i g I 8 I 7 1 1I \ 6 \ B`OCy I - N88°59'18'W 4uS- J 3.0' All SO429440000 F- 5 BLOCK 4 4 3 2 1 VP -AL '/S WAY L75 - K 13 i 12 i 11 1 10 1 g 1 I 1 1 8 0 42 142.1' tl10°2236 N 1 NO°43'02"E N1.00'42"E 85.8 _ - - _ _ _ 25.0' 383.2 �N1 °00'42"E_ 25.0' \ N TRIDENT WAY 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 04 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED EXISTING OAKS NORTH SUBDIVISION NO. 1 (NOT A PART) LEGEND 1 PAVING PLAN SHEET NUMBER F1-1 UTILITY SHEET NUMBER FUTURE OAKW/ND ESTATES PHASE 2 (NOT A PART) co 45 O z 19 p BLOCK 7 co J •� 3 � U BLOCK 6 1 i N McDERMOTT ROAD 23 n In - G11 C/) � + Q C1O/ 1 3 2 \ \ \ 6 \\ 5 \\B`OC�g 5'w S1'00'43"N 7 APN: SO428325460 FOUND AT NW CORNER OF SW j OF SEC 28, T4N, R1W. _ _ I -�N12_'E 1'00'4315.4' -3 - 2 BLOCK 8 1 EXISTING OAKS NORTH W MILANO RIVE SUBDIVISION A PART) 2 I 0 cc 0 7n tp APN: SO428325610 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: SO428325460 i I I I I I I I I I I I 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 CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C1 323.50' 33.94' N1°59'40"W 33.92' 1 16.99' C2 323.50' 33.94' N88°00'21"E 33.93' 1 16.99' C3 423.50' 47.96' S85°44'39"E 47.93' 18" 24.00' C4 300.00' 33.97' S85°44'39"E 33.95' 6.29'18" 17.00' C5 45.00' 70.69' N43.59'18"W 63.64' 90°00'00" 45.00' C6 45.00' 70.69' S46°00'42"W 63.64' 90°00'00" 45.00' C7 123.50' 33.44' S6°44'39"E 33.33' 15°30'42" 16.82' C8 123.50' 47.42' S3°30'00"E 47.13' 22°00'00" 24.01' C9 400.00' 41.25' S4°32'44"W 41.23' 5°54'32" 20.64' C10 400.00' 113.05' S6.30'20"E 112.68' 16'11'36" 56.90' C11 623.50' 37.68' N17°43'53"W 37.68' 3.27'47" 18.85' C12 300.00' 107.20' N9°13'32"W 106.64' 20°28'29" 54.18' C13 100.00' 27.07' N83°15'21"E 26.99' 15°30'42" 13.62' C14 123.50' 36.67' N82°30'21"E 36.53' 17°00'42" 18.47' C15 700.00' 36.79' N89°30'21"E 36.79' 3°00'42" 18.40' LINE TABLE LINE LENGTH BEARING L1 172.50 N1°00'41.94"E L2 20.64 N5°00'00.00"W L3 44.51 N5°00'00.00"W L4 100.62 N85°00'00.00"E L5 52.39 S88°59'18.06"E L6 184.96 S88°59'18.06"E L7 141.32 S82°30'00.00"E L8 63.35 S82°30'00.00"E L9 49.11 S88°59'18.06"E L10 503.02 N88°59'18.06"W L11 53.85 S1 °00'41.94"W L12 101.86 S14°30'00.00"E L13 22.20 S14°30'00.00"E L14 35.34 S7°30'00.00"W L15 249.12 S7°30'00.00"W L16 87.03 N14°36'08.54"W L17 37.66 N1°00'41.94"E L18 502.55 S88°59'18.06"E L19 33.20 N75°30'00.00"E L20 89.12 N88°59'18.06"W Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES LINE TABLE LINE LENGTH BEARING L21 27.02 S88°59'18.06"E L22 33.70 N88°00'00.00"E L23 217.06 S88.59'18.00"E z 0 GRAPHIC SCALE IN FEET 0 30 60 120 OAKWIND ESTATES - PH1 PAVING & UTILITY KEY MAP MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY-HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn SCALE (H): 1" = 60' 6 SCALE I N /A w ,0 04 -NEW.dwq of 48 i DEMOLITION NOTES 0 EXISTING OAKS WEST SUBDIVISION NO. 1 (NOT A PART) IV I KIUtN 1 WAY EXISTING OAKS NORTH SUBDIVISION NO. 1 (NOT A PART) APN: SO429440000 FOUND AT NW CORNER OF W OF SEC 28, T4N, R1W. ERTY LINE APN: SO428325610 O1 REMOVE EXISTING STRUCTURE. OVER EXCAVATE, FILL, AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. Q2 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING SEWER STUB. Q3 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING WATER STUB. ® CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING IRRIGATION PIPE IN PLACE. O5 CONTRACTOR TO FIELD LOCATE AND PROTECT EXISTING DRAINAGE POND IN PLACE. © EXISTING DITCH TO BE REMOVED PER PLANS BY OTHERS. FILL AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. SEE PROPOSED IRRIGATION PLANS PER SHEET 47. O7 EXISTING WELL TO BE ABANDONED PER IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY STANDARDS. ® REMOVE EXISTING IRRIGATION PIPE. OVER EXCAVATE, FILL, AND COMPACT IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. 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. CONTRACTOR TO DISPOSE OF ALL REMOVED ITEMS AT NO ADDITIONAL COST. O GRAPHIC SCALE IN FEET 0 30 60 120 = I OAKWIND ESTATES - PH1 \ iE EXISTING OAKS NORTH NopRIVEI SUBDIVISIONNO.2 — -I DEMOLITION &EXISTING CONDITION W N11LA (NOT A PART) MERIDIAN, ID Call bel— you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES GRADING CONSTRUCTION NOTES MATCHLINE SEE SHEET 07 1 50 2526, I I MIN=2527.75 DG=2527.25 -x as I - 49- I 3 48 I I Y--- I I O 47 N 1 J m N I 46 I - 45 I I 44 2526.74 I 25' 2527.28 -FGTO - R/W 23' ITO 43 Z7- 1 2527.28 -FG- B/C 2527.38 2527.38 FG 42 2 2527.3810' FG/W- - 41 I I aW g 1 40 I 3 39 -- 38 I /� 36 I N 2527.38 FG 37 2527.38 1 FG FUTURE OAKW/ND ESTATES PHASE 2 (NOT A PART) 5 - 2527.45 Ic Im - 9597 d5 �W DAPHNE ST 27 4 I 2527.60 HIV) .. 2527.60 r526.86 x �i FBLOCK 3 1 IFG FG I FG 2526.86 n FG 10 117 1 16 I 15 I 14 I 13 I I I I 12527.60 112 I 11 I 10 I 9 I 8 I 7 1 2527 I60 FG I 1 FG 2526.86 I FG I I I I 2526.86 I I FG- - - - - 2527 - 2527.16 - - W APGAR CREEK ST 9597 1 R - MATCHLINE SEE -� SHEET 07 J )" 252-\ -----------� I / / I ' I I I I II I I 2528.55 ?S28 - 2528.55 2 2527.28 FG 3 4 \ 1 2527 2526.00 �+4 I 2527.48 2527.48 2527.93 r / FG FG I I FG BLOCK 2 2527.93 N 5 I I 16 i 15 i 14 i 13 i 12 I 11 I 10 I 9 I 8 I FG I I I 2527.381 I I z527.38 I \ \ 2526.74 I I I I I I I 7 I 6 I 5 I 14 FG1 3 1 2 1Fc 1 \ u' \ 2527.2a \ 2527.48 2527.48 2527.93 FIG-FG FIG I 2527.FIG FG I 2527.38 2527.38FG I I D\ \ 2527.28 6 FG 1 - - G FG C1 1 r 2527.21 x x x 1 2527.21 - 2527.65 -x x FG T25 x I7xx 2527.65_FG252722.22 -FG 2527.502527.50 FG 2527.60 47' , I I TT FG I I II FG FG27.so o2s�s II_ II 11 /R /W_ �2I527.46 II - 8 18 19 20 1 1 1 1 1 2527.46 21 22 23 24 25 26 27 28 29 I31 32 33 34 35 5' 335' 2 I I I I 2527.22 2527.50 S/W B/C S/WFG s.II 25 9FG G2 7.60 - G FBLOCK 2 - - 2527.65 21 10 FG - Cl RIVA CAPRI ST 2765 26 2526 10 2527 FG 2528. c� I f=2528o8 I2527.8514I3122528.OG 8.08 I 2526.98 2526.42 11 L N 2527.22 2527.74 BLOCK 1 2527 2528- _ 2527.22 FG FG FG 5527.74 2527.65 34 I I 33 I I I 32 I I I 31 30 I I I I 129 I 28 I 27 I 26 I 25 F1 24I I I 23 FG22 I 21 I 20 I 2527.65 2528.02 FG I FG I 19 1 18 I I 17 I 16 I I FG28.02 I I I I I I I I I I I I I I I I 15 14 13 1 2527.22 Z--FG 1 2527.22 I 2527.74 G 2527.74 FG I 2527.65 G I I j- I I I I 27.65 I 2528.02 -�i I FG I I -I I 2528.02 - O1 PROPOSED 4' MAX. HEIGHT RETAINING WALL. DESIGN BY OTHERS. PROPOSED DECORATIVE 2' HIGH RETAINING WALL. DESIGN BY OTHERS. O3 PROPOSED 4' HIGH BERM. MAX SLOPE SHALL BE 3:1. NOTE: 1. 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. 2. YARD DRAINS WILL BE INSTALLED ON EACH LOT AT TIME OF HOME CONSTRUCTION: EXACT LOCATION TO BE DETERMINED BY THE DEVELOPER. YARD DRAINS LOCATED IN COMMON AREAS TO BE INSTALLED DURING SITE CONSTRUCTION. 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 PROP. STORM DRAIN LOT GRADING LEGEND MIN MIN TOP OF STEM WALL ELEVATION DG ROUGH GRADING DESIGN GRADE KEY MAP N.T.S. _ GRAPHIC SCALE IN FEET o 2529 2528 I� \ 5 2530 2531 2530 253199 0 20 40 80 2532 2532 2532 2 3 25� 2 2534 2533 NORTH c2535 a I 3 2 3 2531 2 3 2 52 3 - zo - - - - - - - s3z - OAKWIND ESTATES - PH1 �8 EP EP EP E EP �.......-.... --.- EP o L ~� E EP ESE ��--- GRADING PLAN WMcMILLAN ROAD - - MERIDIAN, ID Kimley)))Horn '80© 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 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" = 40' 6 SCALE (V): N/A w N, 0 0 U 1 I I I APN: SO429440000 i I I I I N q23' TO B/C II I I 25' TOUR/W� I APN: APN: SO428325610 SO428325460 L - - - - M M_________________________________________________________________ ------------------------ BLOCK 8 N I M I �N I N 3 2 1 MIN=2530.21 MIN=2530.73 MIN=2531.21 DG=2529.71 DG=2530.23 DG=2530.71 FUTURE ESTATE (NOT � 7 _ FUTURE OAKWIND ESTATES PHASE 2 (NOT A PART) 2528.05 In 2530_ U W AVILLA ST 25,' 1 I \ MIN=2529.78 2 DG=2529.28 MIN=2530.59 \ DG=2530.09 BLOCK 7 c I - 2 �I 3 \ \ MIN=2530.93 DG=2530.43 3 \ MIN=2530.12 2529_ DG=2529.62 .50 BLOCK 9 2529.50 I 4 \ MIN=2530.76 M \ DG=2530.26 1 252g ---Ao s. N\ 11 W SOPRANO ST l MIN=2530.52 \ DG=2530.02 1 MIN=2530.32 DG=2529.82 BLOCK 6 3 MIN=2529.38 2 DG=2528.88 2528, ST `- 1 11 1 I 0 DG=2529.081 II 1 I I MIN=2529.58 ° I BLOCK 4 2529-2529 5, N Y 2 S/,y 33 MIN=2529.39 I B/C LO DG=2528.89Z. N 2527.91 47' Rj//W M N - 3 I ra I MIN=2529.18 I Q DG=2528.68 1 2527.91 2527.91 cl) n a 11 3 4 I a a3 I DIG=2528.48 N I Z 1 I ���� 2527.91 2527.91 ���� 2527.91 2527.91 II iI 30 2527.14 2527.19zo i \\ � L �I` \ r 1 I I W DAPHNE ST------- o I �o APN: SO428325460 6 \ MIN=2530.32 DG=2529.82 %\ c 7 MIN=2530.15 DG=2529.65 II II _ _ I 8 MIN=2529.98 DG=2529.48 I 9 N MIN=2529.83 N DG=2529.33 4 10 MIN =2529.61 1 DG=2529.11 I I 5' 11 S/W MIN=2529.43 DG=2528.93 - BLOCK 9 12 MIN=2529.26 DG=2528.76 I 13 MIN=2529.08 DG=2528.58 14 MIN=2528.95 DG=2528.45 GRADING CONSTRUCTION NOTES O1 PROPOSED 4' MAX. HEIGHT RETAINING WALL. DESIGN BY OTHERS. PROPOSED DECORATIVE 2' HIGH RETAINING WALL. DESIGN BY OTHERS. O3 PROPOSED 4' HIGH BERM. MAX SLOPE SHALL BE 3:1. NOTE: 1. 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. 2. YARD DRAINS WILL BE INSTALLED ON EACH LOT AT TIME OF HOME CONSTRUCTION: EXACT LOCATION TO BE DETERMINED BY THE DEVELOPER. YARD DRAINS LOCATED IN COMMON AREAS TO BE INSTALLED DURING SITE CONSTRUCTION. LEGEND Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 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 PROP. STORM DRAIN LOT GRADING LEGEND MIN MIN TOP OF STEM WALL ELEVATION DG ROUGH GRADING DESIGN GRADE KEY MAP N.T.S. GRAPHIC SCALE IN FEET o 0 20 40 80 NORTH 0 0 OAKWIND ESTATES - PH1 C GRADING PLAN MERIDIAN, ID Kimley)))Horn '80© 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 Boise, Idaho 83702 208 297-2885 N DESIGNED I DRAWN C - - MPO BKG SCALE (H): 1" = 40' SCALE (V): N/A FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn N, Nzo cve, O ao� 0 0 w �N1z D_V_ a 1 0 o0z 00 w� �xoo >S¢3 -o, a I ~ OmZU 5 3O10 o x z co:)1 § o oa IIt w a �,mww f3 0 W W U) U) cf) Q cf) Q O O 1. SHEET FLOW FROM REAR TO SWALE. REAR TIE-IN SLOPE TO BE TW TW 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. MIN\FG MIN\FG �t 9 4. REAR SWALE LOCATED MIN OF 10' FROM HOUSE. a 5. 5 SIDE SWALE WITH A MIN. OF 1% LONGITUDINAL SLOPE. 1b 1b QZ 6. SLOPE FROM HOUSE TO SIDEWALK (VARIES). o 0 10 �3 FINISHED 7. 8. STREET SLOPE PER PLAN DRIVEWAY SLOPE (VARIES). 2% MAX SLOPE ACROSS SIDEWALK. DG DG FLOOR 9. BEGINNING OF FLOW LINE ELEVATION SHALL BE 6" BELOW FINISH 3 5 FLOOR. 10. PAD ELEVATION SHALL BE A MINIMUM OF 18" ABOVE LOW CURB. 5 SIDEWALK PER PLAN FOOTING PER FOUNDATION FOOTING PER FOUNDATION PLAN BY OTHERS. PLAN BY OTHERS. 8 HIGH CURB STREET PER PLAN TYPICAL LOT GRADING DETAIL SCALE: NTS PAD AND FINISH FLOOR GRADING DETAIL SCALE: NTS NOT USED SCALE: NTS NOT USED SCALE: NTS NOT USED SCALE: NTS NOT USED SCALE: NTS OAKWIND ESTATES - PH1 GRADING DETAILS MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY—HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 Boise, Idaho 83702 208 297-2885 DESIGNED DRAWN CHECKED 811 .. MID BKG BDM SCALE (H): N/A FOR REVIEW ONLY SCALE V : N/A Knanrw.e.below. NOT FOR DATE: SHEET NO. Call) you dig. CONSTRUCTION 1 28 2022 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR PROJECT NO. O lamley»)Horn EXCAVATE FOR THE 093893000 NOT USED MARKING OF SCALE: NTS MUNDERGROUND EMBER UTILITIES DWG. NAME p 3000-GD-PHl.dwa of 48 shts NOT USED SCALE: NTS 0 PAVING CONSTRUCTION NOTES IN I 2532 2528 2524 O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD I SUPPLEMENTAL SPECIFICATIONS 5 CONSTRUCT5' DETACHED09 SIDEWALK PER ACHD m 23 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE LJ WARNING FOR PEDESTRAIN ACCESS PER ACHD BLOCK 1 I 10 a 10' SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & STRM a I I I I N STRM ESMT ESMT SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. 41 42 I I O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 43 44 45 46 o 47 I I I 19 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. I I I I I I I I I 48 49I 50 W 1N, 13 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD N (/) + I Q = SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. OFF:10+00.005 PT I I Q PC I I STA:12+74.40 OL ♦� STA:13+39.64 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST TC:2526.34 - - _I- STA:12+40.46 I OFF: 16.50'LT oFF:16.49'LT VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION OFF:16.50'LT TC2526.1'7 4 9 1 TC:2526.42 STD DWG SD-604A. INSTALL TYPE III GRATE PER GB 9 4 1 27� Tc:2526.19 2527 ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG STA:11+01.37 I I I SD-610A. SEE SHEETS 27-28 FOR DETAILS. 2527 OFF:16.50'LT � 21 - 19 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION N - - - - N TC: 2526.74 I - J ®®� _ OF THE ACHD STORM WATER 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 w 22 I FUTURE OAKWIND LLJ 27-28 FOR ADDITIONAL INFORMATION. _ 27 STA:12+74.40 W 27 STA:10+00.00 GB 2526 ESTATES 21 INSTALL 1000G SAND & GREASE TRAP WITH 20" W o sOA:1z+60.LT 17 27 STA:12+95.05 ' _SASE k BAFFLE SPACING PER PER THE LATEST VERSION OF OFF:16.50 :2526LT -�"- THE ACHD STORMWATER DESIGN GUIDELINES SECTION LLI- _ �W ^ _ c..1 n+bo N DELPHI AVE 12+0o TC: 252s.0 I (NOT A PART) 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. SEE z M n 1 25 --�- 22 25 ; SHEETS 27-28 FOR DETAILS. J (� I 25 STA: 12+40.46 27 �11 26 �20 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE 2 / 17 0, PER PLAN. SEE SHEETS 27-28 FOR DETAILS. U - - - - - - - c'�� 2526 STA:13+39.48 23 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. f- � < _ R� .01 ECR ® o° 13 OFF:16.51'RT LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 T ECR- STA:11+98.33 �0 ,Ora TC:2526.43 FOR DETAILS. 3 STA:11+46.67 ��� ' OFF:16.50'RT -1 - PCC o o Of 7 2527- Ln OFF: 16.50'RT TC:2526.36 PT STA:12+58.80 7 ^ �� r7 ON ECR 24 INSTALL STORM DRAIN MANHOLE PER ACHD 4 9 1 N TC:2526.56 7 7 OFF:16.50'RT + o W + 6 u� STA:13+33.05 * 27 526.36+40.46 n aN SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. N N OFF: GB ECR�MATCHLINE TC:2526.11 ® � �,n SEE SHEETS 27-28 FOR DETAILS. �LBCR OFF: TC: 2526.40 5 17 I STA:11+01.37 STA:11+61.67 I STA:11+83.33 TC:2526.19 STA:12+60G15 v o� �� BCR 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. --STA:10+00.00 OFF:16.50'RT OFF: 31.50'RT SEE SHEET I ^ OFF:31.50'RT OFF:16.50'RT BLOCK 2 17 LO TC:2526.57 OFF:16.55'RT OFF:36.50' T TC:2526.74 TC:2526.55 N TC:2526.11t OFF:36.50'RT OFF:166.34 - - - - - ECR 26 ADJUST MANHOLE RIM TO GRADE. 18TC: I I I I STA:12+77.05 MATCHU E SEE SHEET 10 TC:2526.39 OFF:36.08'RT 1 27 INSTALL SURVEY MARKER. 17 TC: 252 i .33 LO - - - -I 16 - - BLOCK 3 - -I PHASE LINE O CID I II I I I I 16 I �s2j �s�, 19 20 I I 15 15 r) rD 00 �� to �O Z66 w O� Z +O N O 01 W LO f7 10 J+� + _ cOI ¢ c�v EX. GRADE cD N = a N cO ri < � LO (nd (, AT `� Q N I-N QN 3 �N 0_(n 0_ M Ina m I.- a In a �n cV -0.40% PROP. PIRR PROP. GRADE N CROSSING AT Il PROP. PIRR CROSSING + 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 2532 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO 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. 2528 2524 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. z0 0 GRAPHIC SCALE IN FEET 0 10 20 40 = 0 2 0 OAKWIND ESTATES - PH1 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 N' PAVING CONSTRUCTION NOTES IN I 2532 2528 Fk*z'1 %-y*A STA:10+46.50 OFF:18.00'LT I TC: 2526.44 L - - s s 1 BL I II 2 - L~1..I ryyti PT/ W = STA:11+00.62 W OFF:18.00'LT lJJ TC: 2527.35 10+00 _ E W �(f) STA:11+00.6227 w Z J 2 2526 ' U I N Q tih STA:10+46.08 N - 4 OFF:18.00'RT ISTA:11+00. N TC:2526.43 OFF:18.00'1 _ N Y TC: 2527. 1 N N � - I --T I - I 17 i 16 2528 I � N I ro FUTURE OAKWIND ESTATES N 5 PHASE 2 (NOT A PART) 1 STA:12+03.46 2; STA:11 +70.46 OFF: 41.50'LT OFF: 41.50'LT 26 TC:2527.32 TC: 2527.32 I ECR BCR STA: 11 +70.46 STA:12+03.46OFF: 38.00'LT OFF:38.00'LT PHASE 2 - - _ _ _ TC: 2527. PHASE 129 TC:25�.29 PHASE LINE CK 5-- / 25 1 +* 21 / I 's'a 1 STA:11+06.12 OFF:18.00'LT TC: 2527.45 R-0. 7 252� 0 BCR STA:11 +50.46 26 OFF:18.00'LT 11+00 _ TC:2527.27 PC STA:11 +34.57 STA:11+34.57 27 OFF:18.00'LT TC:2527.33 - PT GB _STA:11+34.57 - C STA:11+06.12OFF:18.00'RT 2 OFF:18.00'RT TC-25 T TC:2527.45 I . 7 STA:13+02.03 Z- -527 �- OFF:18.00'LT TC:2526.65 ECR �ryv STA:12+23.46 13 2527 OFF:18.00'LT 12+00 W DAP NH EST TC: 2526.97 r� )STA:11+86.96 CD 27 - I I I I I I BLOCK 3 I I 15 14 I 13 I i N I 12 N O a 0 011 L O 0 rn 0) N +� + - O N O O� ��c0 =N ��N� co p00Z N �N �� +(D 0) N a (1) d NLf) m Q Nm Q N � � C7cnaNOL_ N l +2.00%-2.009. -6.25 o N +6.25% PROP. PIRR CROSSING 5 BLOCK 4 17 S F:71.92 OFF:18.18.00'LT- 13+ TC: 2526.93 STA:13+71.92 17 OFF:18.00'RT TC: 2526.93 STA:13+02.03 - - - N OFF:18.00'RT 1 TC: 2526.65 X ---�-X X_% III-2-0 II I I II I BLOCK 3 1 I 11 10 1 9 I 8 I 7 r7 0 N o� EX. GRADE+ N AT Q N M c~n a PROP. GRADE N AT q PROP. PIRR CROSSING +0.40% I r- W W 2 U) W W W -- - Z J 2 U Q 2528- 23 5 CO 19 Li 0 a w 1 6 n I I 2532 2528 2524 2522 O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. 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. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 13 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 17 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 SHEETS 27-28 FOR DETAILS. 19 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 27-28 FOR ADDITIONAL INFORMATION. 20 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. 21 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 SHEETS 27-28 FOR DETAILS. 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 23 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 24 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. SEE SHEETS 27-28 FOR DETAILS. 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. 26 ADJUST MANHOLE RIM TO GRADE. 27 INSTALL SURVEY MARKER. 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 ## 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 KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH a 0 OAKWIND ESTATES - PH1 PAVING PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 Boise, Idaho 83702 208 297-2885 0 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w )0 10 -2.dwq of 48 i PAVING CONSTRUCTION NOTES J O 2527_ r Q 5 5 STA:13+71.92 OFF:18.00'LT TC: 2526.93 PC -STA:14+19.88 OFF:18.00'LT TC: 2527.12 n \ A:14+19.88 14+00 A:13+71.92_ F: 18.00'RT 2526.93 -rx I F- I 0 LJ m I I BLOCK 4 N 4 ECR STA:15+44.70 OFF: 38.00'LT TC: 2527.46 BCR STA: C STA:15+24.70 OFF:18.00'LT TC: 2527.54 I I N N I � NI I I R I N MACHLINEE SHEET 15 PT SDAH�15+00 - 5 T C.29RO8.00_BCR- TC:52 STA: 15+24.72 OFF:18.00'RT STA: 1 5 + 6 1. 21o�0o- L( .- wc� I I BLOCK 3 uw)0- 0- I I 2527 I I i , 14+ +0.40% PROP. GRADE N AT ,,-PROP. PIRR CROSSING -- - � � 0 2 TC:254 6 L.i'j STA:15+44.72. OFF: 37.67'RT TC: 2527.63 STA: 15+45.24 OFF: 47.69'RT TC: 2527.78 F, J O J O O + O r- O N � f) u7 4 N co 0 Iwo~ In BLOCK 9 13 BCR STA:15+77.70 OFF: 38.00'LT TC: 2527.46 14 ECR STA: 15+97.70 OFF: 18.00'LT TC:252782PT STA:16+24.5 V2s - OFF:18.00'LT 2g� TC:2528.00 I I I I I I I I ' I I I PROPERTY LINE I I STA:17+07.63 I / OFF: 18.001T TC: 2528.50 STA:16+24.54 27 PC 25 16+0o STA:16+58.51 7 2,52 OFF:18.00'LT 27 STA:16+5851 25 3 - TC:2528.22 .T7+00 ECR Imo: STA: 15+97.74 PT I �2o OFF:18.00'RT '_�ISTA:16+58.51 STA:17+07.63 o• TC: 2527.83 OFF:18.00'RT� OFF:18.00'RT� ITC:2528.22 TC:2528.72 BCR STA:15+77.75 OFF:38.61'RT TC: 2527.68 -I I H STA:15+78.11 1 MATCHLINE SEE SHEET 14 OFF:44.78'RT TC: 2527.78 STA:16+24.54 OFF:18.00'RT TC:2528.00 I 252a 2 -BLOCK1 \ I � 2 s J I I _ EXISTING OAKS SUBDIVISION NO. 1 (NOT A PART) I 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 (D CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O7 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. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 13 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 20 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. 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. 26 ADJUST MANHOLE RIM TO GRADE. 27 INSTALL SURVEY MARKER. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 2532 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET ## OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. z 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB } +� UNLESS OTHERWISE NOTED. r GO w N 0) ^ K N L2 �� a. cnD- EX. GRADE ¢ N �ATIl Mv~,d 2528 +0.66% N PROP. PIRR CROSSING 2524 2522 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH OAKWIND ESTATES - PH1 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 )0 11 -2.dwq lof 48 IN I `k46514 `4wlki R4*Zl5 `4*404 PAVING CONSTRUCTION NOTES O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD _ _ _ I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 42 I I I I I O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD I I I I I I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 6" THICK CONCRETE DRIVEWAY N I APPROACH PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-710B. BLOCK 2 O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 17 I I 18 I 19 I 20 21 I I I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. a I I I I I 22 I 23 I 11 CONSTRUCT 2' RIBBON CURB PER ACHD 41 I I I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-703. PT 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST MATCHLINE SEE SHEET 09 STA:10+70.69 STA:12+37.36 I VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. INSTALL TYPE III GRATE PER A:10+00.00 OFF: ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG STA:10+00.00 0 - - OFF:16.50'LT SD-610A. SEE SHEETS 27-28 FOR DETAILS. OFF: ITC: j - � - - OFF:16.50'RT j - - TC:2526.81 BLOCK 1 TC:,2526.34 0.02526.34 2527 27 STA:10+00.00 4 9 1 I 19 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION 40 I 4 26 OF THE ACHD STORMWATER DESIGN GUIDELINES g - - - - - - - - I - - 252� SECTION 8200 STD DWG WITH ANGULAR 3/4" _.IL � TO 2" ROCK WITH MIN. 50% 0% FRACTURED FACE. ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEETS - n r- 27-28 FOR ADDITIONAL INFORMATION. STA:10+17.05 26 20 N F- �� OFF:28.73'RT �\ 2526 W 20 CONSTRUCT OBSERVATION WELLS PER THE LATEST TC:8.73'R1 \\\ 17 LU VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL 39526 11 22 25 Cn SHALL BE INSTALLED 5' FROM THE END AND EDGE STA: 10+19.02 - n+oo W RIVA CAPRI SW T 12+00 OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A OFF:21.50'RT _ c� - _ - TC:2526.34 '2526 17 � _252=- MINIMUM 50' FROM THE PERIMETER OF THE BED ON -STA:10+42.58 THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL OFF:21.50'RT 26 z IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. TC: 21526.24 27 STA:10+70.69 -� 21 INSTALL 1000G SAND &GREASE TRAP WITH 20" PT BAFFLE SPACING PER PER THE LATEST VERSION OF 38 STA:10+42.78 21 C) _ _ cn F_ 2y2�^ THE ACHD STORMWATER DESIGN GUIDELINES SECTION OFF:32.58'RT 36 - - - - - Q- 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. SEE L - TC:2526.37 22 SHEETS 27-28 FOR DETAILS. PC 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE STTC: 2524.37 2527 OFF:43.74'RT I 2527 4 9 1 PER PLAN. SEE SHEETS 27-28 FOR DETAILS. STA:12+37.36 I 23 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. TC:2526.52 - OFF: :2526RT LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 5 pT-�-I--�-1 I TC:2526.81+ 37 FOR DETAILS. STA:10+46.18 19 STA:10+70.69 OFF:87.24'RT OFF:16.50'RT I 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. TC:2527.21 23 TCi 2526.14 26 ADJUST MANHOLE RIM TO GRADE. 34 I 33 I BLOB K 1 I 31 I 30 I I I 29 I O 5 STA:10+52.46 I I I I I I I I \ m I 27 INSTALL SURVEY MARKER. 2528 OFF: 78.07'RT . w TC:2526.97 a .1 d N L N 35 N I � M M � CD C7 Z^rn J 00 II" O CD + N� Z 0� 000 UNN o 04 D ++ 7 EX. GRADE a B_` CDN a U N AT :2<no H [V sV) Q N / mv~a 0.40% +0.40% -0.40% PROP. GRADE AT IPk4651a 2528 2524 `4*410� 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 ## 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 KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH a F OAKWIND ESTATES - PH1 � PAVING PLAN & PROFILE 0 a c o: MERIDIAN, ID Kimley)))Horn 01© 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 z Boise, Idaho 83702 208 297-2885 10 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w )0 12 -3.dwq lof 48 i PAVING CONSTRUCTION NOTES I --,-I--r--,--�-- 00 I BLOCK 21 w 24 , 25 i 26 i 27 i 28 I 29 I I I a I w I I I N STA:12+37.36 GB OFF:16.50'LT STA:12+79.73 TC:2526.81-OFF:16.50'LT , - TC:12526.98 I I N_ I- W W = 1 U LIj LIJ 13+00 (n - F25271_ _ W _Z -j 26 2 U 7 I ' I- I I GB 5 0.00 �SOFF:16 20'LT OFF:16.50'LT TC:2526.42 L W RIVA CAPRI ST 14+00 -gym-�� 3 ► •• F_ I i I l I 32 i 33 i 34 i 35 I 1 I I 1 24_--2527 --,--�--�- I I 1 9 4 --_4__- STA:15+73.71 - OFF:16.50'LT- - TC:2527.03 -�--_ - 17 22 I 15+00 25 STA:15�+73.7127 .2527 TC:2526.42 20 - STA:12+37.36 OFF:16.50'RT 1 9 4 I I I I I I I I STA:15+73.71 --TC:2526.81 - 4-- -I I I - - - - OFF: 16.50'RT GB - - - I- - -- --- TC: 2527.03 2528- - STA:12+79.73 1 1 1 OFF:16.50'RT TC: 2526.98 (BLOCK 1 I 1 28 i 27 i 26 i 25 i 24 I i 23 I 22 I 21 I 20 I 19 I 18 I 00 00 17 I 1 I I I I I 1 I I 1 1 I I I I I I I I I I I 2528 - 2532 2528 2524 2522 o n M W Z 11 GO J o + = N C14 + N 0 N LID Q N Q tn � v1 a to d 0.40% -0.40% EX. GRADE o �AT oN o N Q N mom••Cn PROP. GRADE AT q- +0.40% in O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. 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 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 17 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 SHEETS 27-28 FOR DETAILS. 19 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 27-28 FOR ADDITIONAL INFORMATION. 20 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. 21 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 SHEETS 27-28 FOR DETAILS. 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 23 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 24 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. SEE SHEETS 27-28 FOR DETAILS. 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. 26 ADJUST MANHOLE RIM TO GRADE. 27 INSTALL SURVEY MARKER. 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 2532 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO 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. r- co M W I� z +� _ N 2528 I.- N M co a 2522 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH a 0 0 OAKWIND ESTATES - PH1 N TU 0 PAVING PLAN & PROFILE a: 0 o: MERIDIAN, ID Kimley)))Horn 1 a © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 1 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w )0 13 -3.dwq lof 48 i PAVING CONSTRUCTION NOTES I I I 18 - 2528-- 17 MATCHLINE SEE SHEET 13 2 STA:10+00.04 OFF:16.50'RT 16 TC:2527.03 I \ STA:10+31.68- OFF:21.50'RT 15 TC:2527.23� I BLOCK 2 14 STA:10+30.15 OFF: 42.34'RT TC: 2527.44 N 13 II STA:10+50.67_______I. OFF: 114.14'RT TC: 2527.84 I STA:10+00.04 :OFF:16.50'LT `TC: 2527.03 33 I 10' - - - I STRM ESMT 19 34 w I I m w - Q a w I � 35 GB x PC STA:+ 00 STA:10+70.72 OFF, 11OLT OF1TC: 66.50LT 527.4 TC: 2527.31 LO 1201 2 I I I -- I --- 10 ESMT I- - - - I _ _ N I STA:13+18.57 23I I I I I OFF:16.50'LT 2 TC:2527.78 BLOCK 3 II GB- STA:- 13+14.82 BLOCK 2 I - OFF: 16.50'LT TC: 2527.84 1 2s ECR I '`CNL�NE I STA:12+70.69 ?i L ISTA:12+49.03 . MP` EE1 OFF:31.46'LT BCR TC: 2527.15SOFF: 31.48'LTEE S 8 \ TC: 25�7.1 ECR 1 STA:12+3BCR STA:12+84.95- �OFF:16.50'LT OFF:16.50'LT 7 TC:2527.72 17 TC:2527.52� � I 26 26 6 11+00 STA: 10+70.72(27 M m 27 STA: 11+24.5 \ I STA: 10 47.82 - - OFF: 21.50'RT 11 TC:2527.30 L0 � N 4 9 1 1 PT STA:10+70.72 OFF:16.50'RT I I I ... - PT I STA: 11+08.00 STA :10+50.76 OFF:16.50'RT OFF:62.77RT TC:2527.46 TC:2527.51 11 10 1 9 1 8 1 7 PC STA:10+52.12 OFF: 75.77'RT TC: 2527.57 I STA: 10+56.05 I OFF:106.45'RT TC: 2527.74 GIB \ j STA: 11+58.14 R7s' 13+00 OFF:16.50'LT 26 TC: 2527.21 / 25 27 STA:12+8: 17 SRIS WAY STA: 12+59.86 27 N PALus 12+00 27 STA: 11+58.00 GB i STA: 13+14.82) 17 / OFF:16.50'RT TC: 2527.84 7 / - 18.57 OFF::.50'RT 1 OFF:16.50'RT TC: 2527.78 GIB J_ 20 STA: 11+57.88 \ \ OFF:16.50'RT \i TC:2527.21 \ \ \ / BLOCK 2 \ 3 \ \ I \ \ \ \ 4 \ \ 5 \ J I 6 \ o rEX. GRADE O w o o � AT 5. + ^ I O N I.A Z O- + N + _ 2528 x N ¢ N CA In o f N fl 0 fn 0- >, + 1.40% -0.5. PROP. GRADE AT i u? N lPROP. PIRR CROSSING 40% I + , r- W W U7 W W U) - Lu z '- ----- - I U I- Q GO N w u7 4 z �-o MU N Qa H N cma N M (N O_ -1 2532 00 00 (n 00 00 00 +� +� _ `O� +� +� M N M N p M� N M N M N QN QN 3 aN QN QN CD U) V)i d a I no U) L 0 V)i d 2528 -2.00q +0.00% +0.00% 2524 2522 4+ O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. 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-710B. 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. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 11 CONSTRUCT 2' RIBBON CURB PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-703. 13 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 17 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 SHEETS 27-28 FOR DETAILS. 19 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 27-28 FOR ADDITIONAL INFORMATION. 20 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. 21 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 SHEETS 27-28 FOR DETAILS. 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 23 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. 26 ADJUST MANHOLE RIM TO GRADE. 27 INSTALL SURVEY MARKER. 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 ## 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 KEY MAP N.T.S. z0 0 GRAPHIC SCALE IN FEET 0 10 20 40 = 0 z z OAKWIND ESTATES - PH1 N TU PAVING PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horn '80© 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 0 z Boise, Idaho 83702 (208) 297-2885 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w PAVING CONSTRUCTION NOTES 4*11 1 INI I d o dl + I I 4 I 3 I STA:14+12.82 OFF:16.50'LT TC: 2527.50 n F- 77 77Lu 2 28 2 iq n� 14+00 W « _� LLJ z CO C I STA:14+12.82 OFF:16.50'RT TC: 2527.50 14 13 12 I I BLOCK 4 2 I PCC I STA:16+03.96 OFF: 13.93'T L TC: 2528.17 ECR -2529 STA:16+36.89 OFF:32.12'LT PC TC:2528.12 STA:15+95.56 _ OFF:16.50'LT __- -�_ TC:2528.23 2528--_ 15+oo -- 26 \ N PAL USTRIS WAY 1s+oo 252g 25 STA: 16+13.94 2 I BCR2 STA: 16+11.85 OFF:16.50'RT 25' TC: ??? I I 11 10 BLOCK 9 N I I o it I T PHASE 2 I PHASE 1 - 5 , PHASE, PHASE 1 i BCF OFF MATCHLINE SEE SHEET 19 TC: rn N ECR - STA:16+95.00 OFF: 16.50'LT \ TC: 2528.63 N a0JO JCn IM 1" 00 7 co_ M 0'O rc0N D N N + N N L�U w Q �N (nOH NO~ STA 17+05 43 _ (n D3 \ OFF:16.50'LT W _- 26 TC: 2528.67 17+00 j STA:16 55.19 27 + 25 Z _ J U _ Q 8 _ 7 _ _ T _2529 ECR I �J U �J STA:17+05.43 j STA: 16+34.88 OFF: 17.00 RT OFF: 16.50'RT TC: 2528.68 I TC: 2528.40 I 9 I I 1 I I 8 1 I I I 1 I I , r7 w� r- EX. GRADE - Nw N OJ N 00 N N N tb N 00 00 N N N + AT 00 2 � Z J 't 00 w O = 00 00� 7 CO w 00 ZN00 O Ill QN H Q N Ln If) 0 N Ln If) _- m F:2 0 n QN m.cm N Q ..om.. In ���N N +.0% NL(n lL. N 0_ cN :2 co VPROP. +0.00% +0.00% GRADE AT 14 P44651A 2528 2524 O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O7 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. O8 CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712G. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. 26 ADJUST MANHOLE RIM TO GRADE. 27 INSTALL SURVEY MARKER. 33 SEE SHEET 26 FOR BULB OUT AND CURB EXTENSION. 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 ## 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 KEY MAP N.T.S. z0 0 GRAPHIC SCALE IN FEET 0 10 20 40 = 0 z 0 OAKWIND ESTATES - PH1 N TU PAVING PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horn '80© 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 z Boise, Idaho 83702 208 297-2885 �o-, FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w )0 15 -4.dw of 48 ; FUTURE I 0 0 PHASE 2 PHASE 1 3 I KWIND ESTATES HASE 2 I I I T A PART) STA:17+05.43 I OFF:16.50'LT TC: 2528.67 2 LU F- PT LLI 26 STA:17+68.24 OFF:16.50'LT TC: 2528.92 17 W - o- - - -- �---� (A Lij `2 I J I � 529 STA:17+05.43 \ OFF:16.50'RT TC: 2528.67 \ 7 \ 9 I W EX. GRADE _j AT =+00 o U Q N N � PROP. PIRR CROSSING I 3 BLOCK 7 1. 4 a STA:20+06.68 y o A9 STA:18+88.33 2 OFF:16.50'LT 1 �E SNEE OFF: 46.98'LT TC: 2528.78 S BLOCK 6 MA(GN�'\N� E25 TC: SBCR TA: 8+88.03 - STA:18+52.83 61 DOFF: 37.401T 26 OFF:46.%LT \�� 7 TC:2528.95 / 2529 TC: 2528.91 ECR ECR STA:18+53.08 \ STA:19+09.10 - OFF:36.99'LT - `OFF: 16.50'LT _TC:2528.95 7 - R20 N �� TC:2529.49 BCR N k00 --STA:18+33.08 OFF:16.50'LT- 27 STA• 19lE08 16 529.18 Y �2529 Ug"fRls WA 26 25 ,STA: 18+70.48 27 _A .257// �STA:17+68.24 P/ / STA: 17+68.24 OFF:16.50'RT TC:2528.92 \ 6 PROP. GRADE AT � 0, 40% PC / �STA: 18+70.08 OFF:16.68'RT TC: 2529.33 IM O ri 00 + Lq O N Q N H � V1 (1 EX. GRADE AT q i PCC STA: 20+06.68- :19+02.52 STAOFF: 16.50'RT OFF:16.59'RT TC:2528.78 TC:2529.46 I 2 1 1 3 I I II PROPERTY LINE -0.77% PROP. PIRR CROSSING 529 N I•- LU LL 20+00 LIJ W CO - - LLI Z_ J 2 2529 Q PAVING CONSTRUCTION NOTES O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. V V O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O7 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. O8 CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712G. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. 26 ADJUST MANHOLE RIM TO GRADE. 27 INSTALL SURVEY MARKER. 2532 Do c0 Ln Lq M Lq e­ n to O LJ Z CDC r7� �- ¢ J+ . 006 NN 000 N`N SQ +0 0GO UON If) Q N N N 3 0 Q N mI. :2 V) f1 0 m Vl d Ca m tl d V) (1 +0. 00%.2.1` 2528 2524 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 ## 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 KEY MAP N.T.S. 4-, GRAPHIC SCALE IN FEET 0 10 20 40 OAKWIND ESTATES - PH1 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' SCALE V : 1 "=2' DATE: SHEET 1 1 28 2022 16 PROJECT NO. 093893000 DWG. NAME 3000-PV-PH1-4.dvvQ lof 48 i IN 2528 2524 2522 F—-I---- 1 I ——I—— I I I I 17 16 i 15 14 I I O STA:10+31.50 I I I I OFF: 10.00'LT uJ TC:2521:55 W 2527 -— — PAVING CONSTRUCTION NOTES O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. 11 CONSTRUCT 2' RIBBON CURB PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-703. x x—x 13 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 26 ADJUST MANHOLE RIM TO GRADE. I 13 N I I LTC: 12 11 10 9 0BSTA:11+86.39 I I STA:12+85.75 00 OFF:10.00'LT OFF:10.00'LT 2527.16 TC:2526.55 H 2 1 — — — 1. — W co — W- — — — r _ W 11+00 —;---4— ~ WA PGAR CREEK ST - +00 13+00 U) --I W ZLL] �\ ;OFF:10.00'RT W J = 2527 Z _ ()1-1:2527 J C) .50 2 — Q I I STA:11+86 39 STA:12+85.75 U z> TC:2526.55 I OFF: 10.00'RT I I OFF: 10.00'RT Q — I— C:2527.16 TC:2526.55 1 13 11 I I^ N I I I I 1 16 i 15 i 14 i 13 i 12 1 i 1 11 I 10 I 9 BLOCK 2 1 I I I r I 1 I I I I 1 I I 0 0 cow 0 n o w0 rn 7 O � 0 cp N NGO Lo O r7 Z I"') O +O +� J +M + �N W N J00 r7 QN ON ON U0N QN EX. GRADE 1-- 6 10 Q m �N QN cQ�N m V) AT ��0 (a (n (1 m c�(n6, ca cna QHN �cna _2 0 �o \6 L�J +0.40% —0.61% x6 PROP. GRADE AT �_ I+ 1+ 1 +C 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 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 ## 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 KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH a 0 z z OAKWIND ESTATES - PH1 N TU PAVING PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horn 010© 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 KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w )0 17 -5.dwq lof 48 i PAVING CONSTRUCTION NOTES 0 F- LU ---W in W I - LLI U7 W _Z J U Q 2528 2524 2522 I11 ---- x x -x - ® I e x--x----� I I F- T- - 2szs I � I 10 10 STRM STRM ESMT ESMTI Ld I 8 I 7 I 231 < I I BLOCK 3 I I I o 5 N I I 5 I 4 I 3 I 2STA:15I 31.36 M 19 I OFF: 10.00'LT �I TC: 2527.12 STA:12+85.75 I I I GB 2528 -j GB 1 OFF:10.00'LT ^� 1 13 1 STA 13+76 28 STA:15+29.32 TC:2526.55 I®® OFF:10.00'LT I I OF: 0. OO'ILT 2526.00 TC: 2527.15TC: I I PC STA:15+05.05 _ - 2527- OFF:9.97'LT 1'1 21 TC: 2526.97 Z 13+00 g 252 22 25 �� 14+00 STA:15+29.62 27 ~ 4 WAPGAR CREEK ST; -- N 15+00 o N 18 - STA:15+02.55 27 26 2527 SFF:10.26'R 2 I GB� -OFF: TC: 2526.57_ STA:13+76.28 I - - OFF:10.00'RT TC: 252 8 i 7 I I I 6 I I I I I - - 0 26 PC 2527 I STA:15+02.55 STA:15+2918 I OFF: 10.00'RT OFF:9.98'RT r- TC:2526.95 TC: 2527.15 STA:15+31.34 1 OFF: 10.00'RT I I TC: 2527.12 5 4 3 I I I 2 I 1 I o I BLOCK 2 I I 17 I I I I I I I ---I--! --� -- N rNj M M N Do u1 EX. GRADE of o 04 m 't 00 Cq r Z0 AT �N �N LON 00 N In6 =Ne0 J) c0 �� QN m HN M ca U) 10 m HN QN 0 tnd - H Q N + v~ia ca H- .. 2 "N in Q N -1.509' +2• 00% m N o +0.75% MATCH LINE -0.61 % STA:15+31.35 +0.00% P:2526.87 N PROP. GRADE PROP. PIRR AT CROSSING 2528 2524 2522 O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 11 CONSTRUCT 2' RIBBON CURB PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-703. 13 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 18 CONSTRUCT TYPE I CATCH BASIN PER THE LATEST VERSION OF THE ISPWC STD DWG SD-601. SEE SHEETS 27-28 FOR DETAILS. 19 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 27-28 FOR ADDITIONAL INFORMATION. 21 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 SHEETS 27-28 FOR DETAILS. 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 23 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. 26 ADJUST MANHOLE RIM TO GRADE. 27 INSTALL SURVEY MARKER. 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 ## 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 KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 z 0 OAKWIND ESTATES - PH1 N TU 0 PAVING PLAN & PROFILE a: 0 o: MERIDIAN, ID Kimley)))Horna © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 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 )0 18 -5.dwq lof 48 i PAVING CONSTRUCTION NOTES 2532 2528 2524 FUTURE OAKWIND ESTATES c i PHASE 2 42 W I W (NOT A PART) Q Q Q. CL BLOCK 6 3 STA:15+53.92 OFF: 16.50'LT TC: 2528.10 STA: 15+07.81� OFF:16.50'LT I TC: 2527.88 15-, 00 STA:15+07.81 OFF- 16.50'RT II PHASE LINE TC: 2527.88 W MILANO ST LL I 5 2529 2528 I l J S 42 L N TA: 15+53.92 OFF:16.50'RT TC: 2528.09 1 BLOCK 4 N; W U H Q N � 42 co (10 BLOCK 7 �- a a N 3 � \1 rn 00 N \ J 11 Q4 Q9 STA:15+09.81 V I I 0 TC ,2528.91 � 3 n N N � C� W 0° EX. GRADE r`i co +rn �AT q �00 a n� _ N Z Q N Q D) N I--N a +2.00% 0.40% +0.40% PROP. GRADE AT 2532 2528 2524 2532 2528 2524 STA:14+48.50 OFF: 16.50'LT 14+00 TC:21 STA:14+46.50 OFF:16.50'RT- TC: 2528.66 FUTURE OAKWIND ESTATES 1 PHASE 2 (NOT A PART) _ : (C a 3 rn � O W O N N + J n Ip 0) a � _ EX. GRADE � z a N a N AT rk Va v~i a a 0v> !/ 0.40% PROP. GRADE AT ITE 2532 2528 2524 O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 26 ADJUST MANHOLE RIM TO GRADE. 27 INSTALL SURVEY MARKER. 42 CONSTRUCT TEMPORARY STORM DRAIN POND PER DETAIL ON SHEET 24 43 CONSTRUCT TEMPORARY DIVERSION DITCH PER DETAIL ON SHEET 24 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 ## 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 KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH OAKWIND ESTATES - PH1 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 19 -6.dwq l.f 48 PAVING CONSTRUCTION NOTES P4*z I N I \ N N 0 � a I I I BLOCK 8 3 Z 1 N � W W 42 Q - �.. a a I PT I 1 STA:13+90.85 STA:14+62.58 OFF:16.50'LT OFF:16.50'LT TC: 2528.05 TC: 2528.70 ��253p PC 1 4 9 STA:13+92.96 I I -�2528 43 OFF:16.50'LT TC:2528.07 252s 2530__� I 3�:Ln V) - - - - - -� n -, �. FUTURE OAKWIND ESTATES _ PHA SE 2 (NOT A PART) I PHASE LINE - I 25 2s 14+00 15+00 WAVILLA ST U 27 STA: 14+80.08 rr' m M 40 13 ui 3 oN O v\ � H- 0 I- 00 a0 � � J STA:15+75.68 OFF:16.50'LT TC: 2529.73 EXISTING OAKS SUB,94VJSION NO. 2 (NOT A PART) - _ - 04 rn BCR +00 27 m N n \STA:15+75.68 STA:14+42.53 7 4-(o N , N V) OFF: 16.Sn'RT N ti n OFF:16.50'RT - TC: 2?�6952 N o c, N TC: 2529.73 STA:13+90.85 ECR ('0 N�STA:14 96.58 9 5 1 ECR OFF:16.50'RT STA:14+63.58 OFF: 36 41'RT TC:2528.05 OFF:36.82'R? MATCHLINE SEE SHEET 16 TC:??? PROPERTY LINE TC:??? _ + OFFSTA:15+16.60 OFF:16.50'RT I 1 N TC: 2529.19 1 1 BLOCK 9 BLOCK 7 2 I -3 \� w M Z ,5 J � � F + w � N w 40 Z 0 I`' PROP. GRADE a U)i a + c6 AT rk = M U ILO Q N fn L +0.91 % EX. GRADE AT q- 1� 1 V44YA 2528 2524 O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. 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. O7 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. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 13 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 25 ADJUST WATER VALVE BOX AND COVER TO GRADE. 26 ADJUST MANHOLE RIM TO GRADE. 27 INSTALL SURVEY MARKER. 42 CONSTRUCT TEMPORARY STORM DRAIN POND PER DETAIL ON SHEET 24 43 CONSTRUCT TEMPORARY DIVERSION DITCH PER DETAIL ON SHEET 24 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 ## 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 KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH OAKWIND ESTATES - PH1 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 20 • • • • •7 PAVING CONSTRUCTION NOTES I11 MATCHLINE SEE SHEET 22 2527.94 8.09 2527.74 2527.63 2525.97 FG \ SEE SHEET 28 FOR EX P/ME FG I 22 FG 2528.FOG 252a DRAINAGE INFORMATION I I 16 37 2527.98 FIG \ 35 N 18 2527.83 \ I a FIG 5 2529 1 2527.88 I BLOCK 1 34 1 33 1 32 1 31 1 30 I 1 I 29 2527.76 1 1 FIG ?q 39 0 w EX PME24 53 \ 2527.FG 5 - - - 2S2 - 1 \ s w 27.09 FG1 2 �5�2 2531 2537 a 2530 37 ski 2532 w 2527.50 2527.22 N P/ME FG 1 34 co \ 2532 2527.78 1 + 35 N \ ?s� 5 38 ryg0 2530 2531 EX N 5 I 2528.20 " 2529 2528.17 2528.15 2528.16 FIG _ _ _ -FG_ FG _ FIG I 2528.07. . 2528.09 - - - - I 2528.13 _ 2528.09 FG FG 2528 - - 35---FG----28- -No----FG.------- 16 -.... 35-.----- -..----------- - ... c 36 2527.566 o EP E 2527.52 E' X 2527.50 EFL v EP 2527.14 EX 0 1 25 24 i I 23 i 22 - a- - --- -- I I - -__4- 2527.95 EX -- 2527.93 EX BLOCK 1 1 21 1 20 1 I -4--� W McMILLAN ROAD 28 I 27 i 26 2533 -FG_ - _ - LU 2528 2528.25 28 2528.84 = -- -------------- - 35 FG------------- 2528 -........ .... -.. � rP 2527.67P E Ep E = 2528.27 I- LLl 36 P 2527.81 P/ME 16 2528.41 Z P/ME J 2528.13 -- -- 2528.63 -- U EX EX Q I 19 1 18 I 1 17 16 1 I I N IN 14 1 13 1 I1 2528- 1 - - I- - J 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 O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 18 CONSTRUCT TYPE I CATCH BASIN PER THE LATEST VERSION OF THE ISPWC STD DWG SD-601. SEE SHEETS 27-28 FOR DETAILS. 19 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 27-28 FOR ADDITIONAL INFORMATION. 20 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. 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 23 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 24 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. SEE SHEETS 27-28 FOR DETAILS. 28 CONSTRUCT BARROW DITCH PER DETAIL 5 OF THE ACHD POLICY SECTION 8200. SEE SHEET 24 FOR DETAILS. 34 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 35 CONSTRUCT 3' GRAVEL SHOULDER PER DETAIL ON SHEET 25. 36 CONSTRUCT ASPHALT PAVEMENT PER MCMILLAN ROAD DETAIL ON SHEET 25. 37 CONSTRUCT ASPHALT PAVEMENT PER MCDERMOTT ROAD DETAIL ON SHEET 25. 38 CONSTRUCT LANDSCAPE RETAINING WALL. SEE LANDSCAPE PLANS FOR DETAIL. 39 CONSTUCT EARTHEN BERM. SEE GRADING AND LANDSCAPE PLANS FOR DETAILS. 39 2531 _ 2532 /NOTE: 23I 2532 39 2533 39 / 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET 1 2533 2534 /7 CENTERLINE. I 2533 2535 �5 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 2532 38 2535 2534 a STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A y 2531 5 2533 2532 25335/ ^�RAMP.2530 3. REFER TO SHEET 04 OF THESE PLANS FOR2529.18 2529.F 2529.56- 2529.93-FG 2531 2530.57 2532HORIZONTAL CONTROL LINE AND CURVE DATA.H LLJ -FG_ _ _ _ .FG s - - - -FG- _ _ _ _ FG. _ _ 2531.25 FG 2531.68 2531.72 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURBLLJ? _ - - --FG' FG UNLESS OTHERWISE NOTED. IT91 J22= U) 77FG. - - 2529.37 -......------------FG- 252949 r O------------FG--- 2529.85 ---------FG-------------------FG 2530.50 2531.17 2531.6535... _14 531.F1G--35 EP E E 2528.79 2s2s� EP- .. E E '� F� 2ss1 2531.14 �2528.53 3g P 2528.91 2529.28 2529.92 E P E P E, p 2530.602531.03/ME E _ E pLLI Z 2528.67 2528.93 25P/ME 36 P P 35 F o P J P/ME 16 P/ME 25P9ME 16 25P/ME 2530.74 2531.17 nI 2531.31 KEY MAP � H 2528.98 -- EX -- 2529.31 -- 2529.59 -- 2529.s6 - -_ P/ME -_ -- 36 16 -- - P ME / P/ME N.T.S. o GRAPHIC SCALE IN FEET EX EX EX 2530.EX 2531.EX 2531.EX -- 0 10 20 40 NORTH W McMILLAN ROAD Ex 2531.67 a EX 0 z 0 OAKWIND ESTATES - PH1 N TU OFFSITE PAVING PLAN & PROFILE'. 0 o: MERIDIAN, ID Kimley)))Horna © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 z Boise, Idaho 83702 208 297-2885 N 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"=2' w 21 48 PAVING CONSTRUCTION NOTES C) N 1111rr1_)FPA,1n TT POAn 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 10 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 18 CONSTRUCT TYPE I CATCH BASIN PER THE LATEST VERSION OF THE ISPWC STD DWG SD-601. SEE SHEETS 27-28 FOR DETAILS. 19 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 27-28 FOR ADDITIONAL INFORMATION. 20 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. 21 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 SHEETS 27-28 FOR DETAILS. 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 23 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 24 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. SEE SHEETS 27-28 FOR DETAILS. 26 ADJUST MANHOLE RIM TO GRADE. 34 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 37 CONSTRUCT ASPHALT PAVEMENT PER MCDERMOTT ROAD DETAIL ON SHEET 25. 39 CONSTUCT EARTHEN BERM. SEE GRADING AND LANDSCAPE PLANS FOR DETAILS. 40 CONSTRUCT 4' RETAINING WALL. SEE GRADING PLANS FOR DETAILS. DESIGN BY OTHERS. 41 CONSTRUCT 6' NOISE ABATEMENT WALL. DESIGN BY OTHERS. 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 04 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED. VPV hAAP N.T.S. z O GRAPHIC SCALE IN FEET 0 10 20 40 = OAKWIND ESTATES - PH1 OFFSITE PAVING PLAN & PROFI 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' SCALE V : 1 "=2' DATE: SHEET 1 1 28 2022 PROJECT NO. 22 093893000 L DWG. NAME 100—PV—OFF—PH1-2.dvvcf 48 i PAVING CONSTRUCTION NOTES APN: SO429440000 18 � I 10 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 18 CONSTRUCT TYPE I CATCH BASIN PER THE LATEST VERSION OF THE ISPWC STD DWG SD-601. SEE SHEETS 27-28 FOR DETAILS. 19 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 27-28 FOR ADDITIONAL INFORMATION. 20 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. 21 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 SHEETS 27-28 FOR DETAILS. 22 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 FOR DETAILS. 24 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. SEE SHEETS 27-28 FOR DETAILS. 34 CONSTRUCT 10' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 37 CONSTRUCT ASPHALT PAVEMENT PER MCDERMOTT ROAD DETAIL ON SHEET 25. 39 CONSTUCT EARTHEN BERM. SEE GRADING AND LANDSCAPE PLANS FOR DETAILS. 40 CONSTRUCT 4' RETAINING WALL. SEE GRADING PLANS FOR DETAILS. DESIGN BY OTHERS. 41 CONSTRUCT 6' NOISE ABATEMENT WALL. DESIGN BY OTHERS. 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 04 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 VPV hAAP N.T.S. z O GRAPHIC SCALE IN FEET 0 10 20 40 = OAKWIND ESTATES - PH1 OFFSITE PAVING PLAN & PRIOR 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' SCALE V : 1 "=2' DATE: SHEET 1 1 28 2022 PROJECT NO. 23 093893000 DWG. NAME Q0—PV—OFF—PH1-2.dvvcf 48 i N =o - N o0 0 N< oa- a 0 0 �Oa3 - M N � x z yw1. O UU 00 3oc±o Ow O 3O oapz Onomp ;a,Fr 'A F -TER AI,F, Vl A :F TFI,EL e4'P.i V _ I M1ILECr I F'E F LI VJED A PLAN N.T.S. FA,EL dIL -EE r.r = - F _ LP! I E-ETAT1 N� TR FL- - A ' � '� _EE r T= `_ 11 N,. I ——pK'--v'o-r"�'�-,�'�_-r'�cT.-ter''- r--•}-.� FA TE 11, —_ F LL_ -L 'IArI:L IA I hAL— LEFT -I = a,.'al.- F TFF :'.F, r u -EF T I. EIr_-I 6E Py I FE_'J'-'E-' SECTION A -A N.T.S. ELE:aA. l f. TF_ F_^=US'J GI' it --'-,_L H -°J: LFD I : 'IFF _, .L+ltl� 1:� A _ -FAF,E 11.1 '._c-- II -I -..I- -T_FGIAVTE C F:E .' If I F'I I 1 -I I �f UF, Ar R I�-_ II. .I:'I 1 II, N F I �.+. I I •t . F E LI + H �'I II A. JI: 'A l �I'I I II I 1' rl 1 I F _. .CI �._LCEP F:11, F, L _ 5 r. Il- - IA _'FC -P.AV_ L - A [IT..H 'VJIDT-I Vlp _'_-TH :='E B!.' 1.�1. ..I II _:IMF EI,!�[IT=: iL LL II.'"E�:CEL Fi F' 1_'ILE Lvf E_ 1r.AL A=TEF:14_� -- FI IFF: T_ H .I= _.: 1-T F,MISH GRADE PLAN CONCRETE COLLAR - a N.T.S. m _ SECTION CONCRETE COLLAR 1 z N.T.S. _ I SECTION N.T.S. .'.;I I 4 HD RFVI I'. I( A -I ' ',TAN ARDO FIT. J GWA ET ! AwDARD nF Aw1N FU1 _IC 1JKLS rI�TRl1!.TI�N :C TERVATI)N w'EL-L- �D I_ i (ACHD SUPPLEMEN-) W�BORROW DITCH DETAIL SCALE:NTS ff� GROUNDWATER OBSERVATION WELL DETAIL II�I�I�I�I�I�I�I�I�I�I�II�I�I�I�I�I�I�I�I�I�I�I�I ►��j�j�j�j�j�j�j�j��j� �j�j�j�j�j�j�j�j ► I���i ti ti ' �•-� cI I I MINE I I I I I I I I I I I I I I I I I. I I' -ANGULAR 2 ROCK INLET FROM SAND AND GREASE TRAP ASTM 03.'FILTER SAND:, rh SEEPAGE BED PROFILE VIEW OHIGH GROUND WATER LE, , E,' V L _GVER DIA NATERiIi,H i;ALVAIVILFD -'EEL 6 LT OWN :GNER AND CANISTER ,R 3 B T LI-, WITH ✓ I6' —AL,' AND SAL 1HREAC LA_,t L LD _ T. 3) 31 � FN RE _ I ,�LL,aR). (-LASS soo ( Pwc E T L N , D '� T8 DIA H� E OR SLIDT-UT IrIT FIPE A DFI ENTER T A F 'NIRF ALI. 5k LA`EC1 N IT$If F FV1_ nIFF MIKIM.IM 8 i. IhISL PTEI -IN F- 7 -TI ^' ' T,_1 FPER WIRE, Ir > ILAN (I k .HALL EL -REEI WITH THRc r DIAME F -:l IL-. '0 WPE HA'_L BE P ERFUk EMI PVC, A-IM D _03_ 0 ,, b,-LL., CAI-I,F LL:, IH A PIT RLJ.,!RC 6' PIFE. DRILLED WELL IAA, USE 4' PIPE P ONW„VFN FILTER FACPiC AROUPID CPEdIN AND BG1 iOM, FABRIC OVER: CHIP-/ DRAIN (e) Pril F 'i-'rl F 1F FIRFP R II -OP EMFNT AT I /:.B !e) BA b -ILL MATERA- Ti)MAT.H '_T JFA6E MLD 1 ,,R OE ER ✓AEON WELLS Ull A._D WITHIN A RVP FACILITY. LSE FIRE BLL NG S TIPS, I OR , E LPIVA LN NL_LS LJ AT'ED QT;IDE BMP 11SILIIIES NCTEI JUNOWATE< 1-BSEfVA ON WELLS ARE FOR V ASUREMEJI OF -RL UNJ'NA`ER _EVELS WITHIN OR NEN1- T RM D-AI A FACILITtS DETAIL F�,P WELS INSTALLS- B, DF�LLIN1- OP B ACA A'."D PITS _ t 3. I :AT4f: ��ROU NDWATER C7E�FRVATIc,N WE.'$ SHALL EE APFRL\ED BY ACHD 4- CH'ERVATION WELL_ N�4 ALLl1wED IN CJRB OR VALLE( GUER oECT6N : L 17 A• HF rFVISI N FOF'-I TIE TAfJ W, kl. �p (} fLl D VY�i STANDARD DRAWING �.��r1 TRLI:_TI1 I: TE �,ER ;ATICIf 1 �d'-TL SD-627 )ACHD 71IPP1_EMFFiTj O F 2 SCALE: NTS 13 )GROUNDWATER OBSERVATION WELL DETAIL 29.0' 47' R/W 16.5' 16.5' B/G B/G S/W F 9.0% 2.0q CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709 3" ROLLED CURB & GUTTER PER ISPWC SD-702 4 )TYPICAL LOCAL STREET SECTION DETAIL `3" ROLLED CURB & GUTTER PER ISPWC SD-702 PROP. PAVEMENT SECTION PER "LOCAL ONSITE PAVEMENT SECTION" DETAIL ON SHEET 03. 5' TRANSIITION STD 3' ROLLED CURB SECTION STD 6" VERTICAL CURB (PER ISPWC SD-702) (PER ISPWC SD-701) "PREFORMED EXPANSION JOINT MATERIAL SHALL BE INSTALLED FLOW LINE AT ENDS OF TRANSITION SECTION SCALE: NTS 15 ) VERTICAL TO ROLLED CURB TRANSITION DETAIL NOTE: I 20 �.� CONTRACTOR SHALL EXCAVATE TO FREE DRAINAGE SOIL AS DETERMINED BY THE Lo INFILTRATION TEST, MINIMUM 1-FOOT 3:1 3;1 PENETRATION. BACKFILL EXCAVATION WITH BOTTOM GRAVEL TO SAND LAYER. I N OF POND I HIGH WATER LINE TOP OF POND HIGH WATER LINE=2528.00 FG III II..,. I1= = II -III= BOTTOM OF POND 2527.00' ll� ITT-'"',.,.,,...,��<;.;::�;::;.,:�:.:;;:-.�:.:�::..;_�:__;:��=,•�.'>::.4;.;.;:��;.:�.�.:.:�-;:_'IIIII1 POND VOLUME: 518 CF 4" MIN. OF TOP SOIL OR POND DEPTH:1.0' AMENDED NATIVE MATERIAL FREEBOARD:0.5' REVEGETATE AND GROUNDWATER NOT ENCOUNTERED LANDSCAPE BASIN BOTTOM AND SIDES. POND BOTTOM SHALL NOT BE COVERED WITH ROCKS OR SOD. RESEED BOTTOM. 7 )TEMPORARY STORM DRAINAGE POND DETAIL 3' 3' II-11 4.1 -III-III III III III-III-11 -1 T I I I I 1 I I1 I I1, -IT 1 I IIIIIII1 11 1 1 I I1 I I1 I I1 I I1 11= '" i-III=III III1I11I11I11I1 11I11I11I11I11I11I11I1=1 I ITT -III ;III1 111 111 111 I IIIII 111 111 111 I I-1 i I- ' 1' THICK RIP-RAPIII _IIIIII—III- De0 = 6" J Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES SCALE: NTS SCALE: NTS OAKWIND ESTATES - PH1 PAVING AND DRAINAGE DETAILS MERIDIAN, ID Kimley)))Horna ©'80 2022 KIMLEY-HORN AND ASSOCIATES, INC- m 950 Bannock Street, Suite 1100 0 Holse, Idaho 8,5702 (208) 297-2885 g REVIEW ONLY CONSTRUCTION KimleyoHorn SCALE (H): 1" = 40' SCALE (V): N /A w 24 6)SEEPAGE BED DETAIL SEEPAGE BED PLAN VIEW SCALE: NTS[ $TEMPORARY DIVERSION DITCH SECTION SCALE: NTS —PH1.dwa lof 48 35' SUBDIVISION COMMON SPACE 1L 3T ROW 2' 153' 12' 3' PROPERTY LINE 10, 7' 3' 3.25' 6.75' 5' 2' EXISTING PROPOSED SHLDR SIDEWALK t t 4 jr VARIES 6' TALL VINYL FENCING. r 1 SEE LANDSCAPING PLANS. SAWCUT 2% 1.5% 1� '�7" F 3/4" MINUS CRUSHED GRAVEL 20'?OF 6" MINUS PIT RUN GRAVEL PROP. PAVEMENT PER MINOR ARTERIAL PAVEMENT SECTION DETAIL SHOWN BELOW. McMILLAN RD TYPICAL SECTION 25' ROW 35' SUBDIVISION COMMON SPACE PROPERTY LINE 11' 4' 2 6' TALL NOISE ABATEMENT WALL. TO BE SIMTEK ASHLAND STYLE FENCE BY CERTAINTEED. COLOR 10, 11' 2' 2' 6' 10, 4' BERM TO BE RED CEDAR. INSTALL PER EXISTING PROPOSED SIDEWALK MANUFACTURER SPECIFICATIONS. 1 RETAINING WALL. SAWCUT 1.5% ra SEE SHEET C-036 & C-037 2% 6" VERTICAL CURB AND 5" THICK CONCRETE SIDEWALK PER GUTTER PER ISPWC SD-7 01 ISPWC SD-709 (ACHD SUPPLEMENT) ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL V LANDING PROP. PAVEMENT PER COLLECTOR PAVEMENT 2' 5' SECTION DETAIL SHOWN BELOW. ESMT. SIDEWALI T LANDING 1.5% McDERMOTT RD TYPICAL SECTION 5" CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL SP-3, 0.5" MIX, 5.0" PG 64-28 F.0" MIN OF ).75" ABC 25.0" OF 6.0" MINUS PIT RUN NOTE: 1. PAVEMENT SECTION PER ACHD RECOMMENDED STANDARDS. MINOR ARTERIAL ROADWAY -SP-3, 0.5" MIX, 3.0" PG 64-28 4.0" MIN OF 0.75" ABC 20.0" OF 6.0" MINUS PIT RUN SP-3, 0.5" MIX, 2.5" PG 58-28 F.0" MIN OF ).75" ABC 14.0" OF 6.0" MINUS PIT RUN NOTE: 1. PAVEMENT SECTION PER ACHD RECOMMENDED STANDARDS. LOCAL RESIDENTIAL ROADWAY NOTE: 1. PAVEMENT SECTION PER ACHD RECOMMENDED STANDARDS. COLLECTOR ROADWAY PAVEMENT SECTION DETAILS 5" CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT) z 20' ROW w z J J Lu w w a a � O a 0- 2' 6' ' 2' a 4' 6 CONCRETE RIBBON CURB PER 1.5% CONCRETE RIBBON CURB PER 1.5% ISPWC SD-703 (ACHD SUPPLEMENT) ISPWC SD-703 (ACHD SUPPLEMENT) VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT) PROP. PAVEMENT PER LOCAL RESIDENTIAL PAVEMENT SECTION DETAIL SHOWN BELOW. W APGAR CREEK ST TYPICAL SECTION w w z z J J } 25' SHARED DRIVEWAY o_ w w 0- D_ 0 CONCRETE RIBBON CURB PER a 5' 2' 16' 2' 0- ISPWCSD-703 (ACHD SUPPLEMENT) 0.25' DEEP SWALE FLOW TOWARD RNV AT 0.5% 1.5 % MINIMUM 8' 0.5' _ CONCRETE RIBBON CURB PER ISPWC SD-703 (ACHD SUPPLEMENT) PROP. PAVEMENT PER LOCAL RESIDENTIAL PAVEMENT SECTION DETAIL SHOWN BELOW. RIBBON CURB ON BOTH SIDES 25' SHARED DRIVEWAY - 20' DRIVEABLE 47' ROW CL 17' 17' 8' 2' 15, 15' 2' 2% 2% 0.5' PROP. PAVEMENT PER LOCAL RESIDENTIAL PAVEMENT SECTION DETAIL SHOWN BELOW. 3" ROLLED CURB - 5' SEPARATED SIDEWALK STREET SECTION - 47' RIGHT-OF-WAY W DAPHNE STREET & A PORTION OF W AVILLA STREET 5' IDEWALK 2' 1.5% 47' ROW 16.5' rt- 16.5' 14.5' 2% 14.5' 2% PAVEMENT SECTION DETAIL SHOWN BELOW. 5' SIDEWAL 2' 1.5% 3" ROLLED CURB - 5' ATTACHED SIDEWALK STREET SECTION - 47' RIGHT-OF-WAY T LANDING 5' 2' SIDEWALK ESMT. VLANDING 5" CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT) 5" CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL 3" ROLLED CURB AND GUTTER PER ISPWC SD-709 (ACHD SUPPLEMENT) 811 Call n&,e you dg CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES OAKWIND ESTATES - PH1 PAVING AND DRAINAGE DETAILS a MERIDIAN, ID Kimley)))Horn Uz 0 © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 0 0 Boise, Idaho 83702 208 297-2885 - IF�rRREV71EWO LY CONSTRUCTION Kimlep Horn SCALE (H): 1" = 40' 5 SCALE (V): N /A w NO. 25 893000 4E PHl-2.dwa of 48 15.5' ACCESS ESMT 14' IACCESS I ROAD I I I I I 2.0% • Mqk GRASSCRETE/ GRASSPAVE OR 10" OF 6" MINUS APPROVED EQUAL PITRUN GRAVEL PROP. 18" COMPACTED TO STORM DRAIN 95% DRY DENSITY TYPE 2 ACCESS ROAD SECTION PER ACHD STD DETAIL 03 1 )ROAD SECTION DETAIL PROPERTY 20 PROPERTY LINE LINE PROP. 3" PROP. RIBBON CURB ROLL CURB PROP. CRUSHED PROP. HOT PLANT MIX A.B.C. ASPHALT CONCRETE MODIFIEDTYPE 3 ACCESS ROAD SECTION PER ACHD STD DETAIL 03 2 )ROAD SECTION DETAIL SCALE: NTS INTERSECTION OF W APGAR CREEK ST AND N DELPHI AVE STA:16+34.88 OFF:16.50'RT- TC: 2528.40 STA:16+29.67 OFF: 11.91'RT- TC: ??? STA:16+27.35 OFF:10.38'RT TC:??? I C ?s STA:16+19.27 OFF: 10.42'RT- TC:??? STA:16+16.77 OFF: 11.97'RT- TC: ??? STA:16+11.85 OFF: 16.50'RT- TC: ??? 0 0 INTERSECTION OF W MILANO ST AND N PALUSTRIS WAY SCALE: NTS 13 )ADA PEDESTRIAN RAMP DETAIL SCALE: NTS 14 )ADA PEDESTRIAN RAMP AND BULB OUT DETAIL INTERSECTION OF W DAPHNE ST AND N PATIMOS AVE 2528.52 2528.40 2528.50 ??? ??? ??? ??? 2529.42 2528.59 2529.61 ??? ??? ??? ??? ??? ??? 2528.79 2528.87 2528.86 2528.80 INTERSECTION OF W AVILLA ST AND N PALUSTRIS WAY 6)ADA PEDESTRIAN RAMP DETAIL SCALE: NTS 1 7) ADA PEDESTRIAN RAMP DETAIL 2529,55 2529.48 2529.55 2529.47 2529.54 2529.46 2529.52 2529.45 2529.43 L� 0 \ 2529.48 \ 2529.39 \ INTERSECTION OF W SOPRANO ST AND N PALUSTRIS WAY INTERSECTION OF W DAPHNE ST AND N PALUSTRIS WAY SCALE: NTS 15 )ADA PEDESTRIAN RAMP DETAIL 1 2526.19 2526.13 2526.17 2526.22 2526.06 2526.29 2526.10 2526.50 2526.03 2526.57 2526.36 2526.22 2526.12 2526.19 2526.16 2526.24 I INTERSECTION OF W DAPHNE ST AND N DELPHI AVE SCALE: NTS 1 8 ADA PEDESTRIAN RAMP DETAIL SCALE: NTS Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES SCALE: NTS OAKWIND ESTATES - PH1 PAVING AND DRAINAGE DETAILS MERIDIAN, ID Kimley)))Horna © 2022 KIMLEY-HORN AND ASSOCIATES, INC- m 950 Bannock Street, Suite 1100 0 Bolse, Idaho 8,5702 (208) 297-2885 g F R REVIEW 0 LY CONSTRUCTION KimleyoHorn SCALE (H): 1" = 40' SCALE (V): N /A w 26 -PH1.dwa lof 48 FUTURE W MILANO ST SDMH-02 I I I I \ \ STA: 12+68.39 I w BLOCK 1 OFF: 29.74LT 50 RIM: 2526.48 8 ¢ ST \� \ SUMP: 2520.94 a W DAPHNE r - - x N� INV IN: 2522.94 .1 S&G-01 INV OUT: 2522.94- LU - - STA: 12+60.93 N --- I z OFF: 27.99LT I I I \ o o RIM: 2526.42 _ SEEPAGE BED-05 BLOCK 2 I \ o 5 E INV IN: 2523.16 = v~ w FINISH GRADE ELEVATION: 2528.30 1 I Q 4 LF @ NW INV OUT: 2522.96_ DIMENSIONS: 10'Wx86'Lx3'D S&G-06 -z' \ } 10' I - SEEPAGE BED # 1 - - 7 0.50% SW INV OUT: 2522.96- VOLUME: 1607CF STA: 11+50.93 In \ r - IN BAFFLE: 2523.21 PIPE INVERT ELEVATION: 2524.04 OFF: 29.54LT E ESMSTRIT I 6 8 LF @ OUT BAFFLE: 2523.71E TOP OF GRAVEL: 2526.61 3 RIM: 2527.37 5 \ N BLOCK 1 0.50% BOTTOM OF GRAVEL: 2523.61 NE INV IN: 2524.24 -ad 4 4 LF 7 _ _ _ - - - BOTTOM OF SAND: 2522.11 SW INV OUT: 2524.04 \ 28 LF 6 6 0.50% 4 CB-01 - MAX GROUNDWATER ELEVATION: 2520.61_ IN BAFFLE: 2524.29 STA: 12+60.15 INFILTRATION RATE: 8.00IN/HR OUT BAFFLE: 2524.79 17 z 1 OFF: 15.67RT - 1 - z -� - - - CB-09 71.0' 6 28 LF ® RIM: 2525.84 ! *� STA: 11+58 I x x �=-o o - j 0.50% W INV: 2523.34 " � N 1 OFF: 15.67RT t RIM: 2526.94 - CB-02 0 ® SEEPAGE BED #5 ` I' 1 W INV: 2524.44 SEEPAGE BED-01 STA: 12+60.15 I I I CB-10 I FINISH GRADE ELEVATION: 2527.27 _ N w - - 1 OFF: 15.67LT I BLOCK 3 86.0' ' RIM: 2525.84 I W I- STA: 11+58 7 DIMENSIONS: 38'Wx71'Lx3'D SDMH-01 E INV: 2523.20 17 -x- x o � _ VOLUME: 5046CF I N w-x x 1 OFF: 15.67LT PIPE INVERT ELEVATION: 2522.94 48 STA: 12+5 6LT I W INV: 2523.20 1 I - _ - - RIM: 2526.94 3 OFF: 30.56LT E INV: 2524.30 TOP OF GRAVEL: 2525.14 RIM: 2526.51 8 I I 32 33 � 34 35 12 LF C� 6 SW INV: 2524.30 BOTTOM OF GRAVEL: 2522.14 SUMP: 2520.94 I - - _ _ 0.50% - BOTTOM (- OF SAND: 2520.64 INV IN: 2522.94 1 I 1 MAX GROUNDWATER ELEVATION: 2519.14 INV OUT: 25221.94 I I I I I INFILTRATION RATE:I 8.OIN/IHR - - - - I o. t I I _ I II II 40 I \ 39 STA: CB-06' 10+58.73 OFF: 15.65RT� - - - � - RIM: 2525.83 N INV: 2523.19 BLOCK 1 SW INV: I 2523.19 38 1 S&G-04 STA: 10+53.17 OFF: 32.06RT - - - RIM: 2526.57 NE INV IN: SW INV OUT: 5 2523.11 2522.91 IN BAFFLE: 2523.16 IOUT BAFFLE: 2523.66 SEEPAGE BED #1 III- 151 BLOCK 2 I 18 STA: 10+58.83 OFF: 15.67LT 1 RIM: 2525.83 4 S INV: 2523.33� JW 37 I¢ I 10' LU g -- STRM ESMT _ SEEPAGE BED 2, -= FINISH GRADE ELEVATION:2528.38 DIMENSIONS: 17'Wx105'Lx3'D VOLUME: 3335CF =y PIPE INVERT ELEVATION: 2522.91 3 0 �o TOP OF GRAVEL: 2525.21 LA BOTTOM OF GRAVEL: 2522.21 o - BOTTOM OF SAND: 2520.71 o w c� MAX GROUNDWATER ELEVATION: 2519.21 a a r INFILTRATION RATE: 8.00IN/HR I w W RIVA CAPRI ST 615LF 0.50% I 10' TRM 4 17.0' SEEPAGE BED #3 DRAINAGE CONSTRUCTION NOTES 13+00 14+00 W DAPHNE ST 4 4 1 � x- _ x x 9 8 7 I I x- 20.0' - 10' - 4 - - I STRM SEEPAGE BED-06 I ESMT FINISH GRADE ELEVATION:2527.47 DIMENSIONS: 20'Wx7O'Lx3'D VOLUME: 2609CF 10' PIPE INVERT ELEVATION: 2523.00 TOP OF GRAVEL: 2525.92 3 o STRM BOTTOM OF GRAVEL: 2522.92 o m ESMT BLOCK 3 BOTTOM OF SAND: 2521.42 15 MAX GROUNDWATER ELEVATION: 2519.92 I I ¢ I INFILTRATION RATE: 8.00IN/HR I w I S&G-07 I 6 - _ STA: 13+69.18 J I OFF: 12.01LT I I RIM: 2526.12 5 ® SE INV IN: 2523.20 I I NW INV OUT: 2523.00 - IN BAFFLE: 2523.25 OUT BAFFLE: 2523.75 13+00 14+00 W APGAR CREEK SS 10 LF @ 6 0.50% - �252 1 RIM:5.76 N INV: 2523.25 BLOCK 2 1 8 7 6 I I I I I SEEPAGE BED #6 5 SEEPAGE BED #4 x x x * >� 27 28 29 10' SEEPAGE BED-04 STRM ESMT FINISH GRADE ELEVATION:2527.56 DIMENSIONS: 23'Wx88'Lx3'D I % VOLUME: 3784CF PIPE INVERT ELEVATION: 2523.79 06 0 TOP OF GRAVEL: 2525.57 3 I o' BOTTOM OF GRAVEL: 2522.57 BOTTOM OF SAND: 2521.07 MAX GROUNDWATER ELEVATION: 2519.57 I INFILTRATION RATE: 8.00IN/HR I 130 S&G-05 STA: 14+22.20 _ OFF: 24.00LT I RIM: 2526.62 SW INV IN: 2523.48 5 ,\, NE INV OUT: 2523.28 E INV OUT: 2523.28 IN BAFFLE: 2523.53 CB-08 STA: 14+19.95 OFF: 15.67LT RIM: 2526.15 S INV: 2523.51 N INV: 2523.51 LF `- 0. 0(0.50% - 2, 0' x T -Tx 3, 3: 0 w CO 10' Uj STRM a ESMT BLOCK 2 w . I 1 1 II 31 I 32 II SDMH-07 STA: 14+31.78 OFF: 24.00LT 8 RIM: 2526.62 SUMP: 2521.28 INV IN: 2523.28 INV OUT: 2523.28 5LF® 0.00% 9+00 CB-07 4 r I STA: 14+19.95 OFF: 15.67RT 1 RIM: 2526.15 I I I -1 I NINV: 2523.65 I ---I- I I I SEEPAGE BED #4 a O CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST O CONSTRUCT OBSERVATION WELLS PER THE LATEST O INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE =o VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION VERSION OF THE ACHD SUPPLEMENTAL PER PLAN. 3 STD DWG SD-604A. INSTALL TYPE III GRATE PER SPECIFICATIONS STD DWG SD-627. INTERNAL WELL O7 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SHALL BE INSTALLED 5' FROM THE END AND EDGE SD-610A. OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A LENGTH AND SLOPE PER PLAN. O INSTALL STORM DRAIN MANHOLE PER ACHD o O2 CONSTRUCT TYPE III CATCH BASIN PER THE LATEST MINIMUM 50' FROM THE PERIMETER OF THE BED ON VERSION OF THE ISPWC STD DWG SD-601. THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. co O3 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. OF THE ACHD STORMWATER DESIGN GUIDELINES REFER TO DETAIL ON SHEET 24 FOR ADDITIONAL r� SECTION 8200 STD DWG BMP 20 WITH ANGULAR 3/4" INFORMATION. TO 2" ROCK WITH MIN. 50% FRACTURED FACE. O INSTALL 1000G SAND &GREASE TRAP WITH 20" ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEET BAFFLE SPACING PER PER THE LATEST VERSION OF 24 FOR ADDITIONAL INFORMATION. THE ACHD STORMWATER DESIGN GUIDELINES SECTION �o 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. STORM DRAIN CATCH BASINS & PIPE TO BE CONSTRUCTED IN PHASE 2 X 7 16 LF Q 0.00% S&G-03 STA: 13+12.46 I OFF: 242.00LT RIM: 2527.22 5 S INV OUT: 2523.43 SE INV OUT: 2523.43 IN BAFFLE: 2523.68 OUT BAFFLE: 2524.18 10' IESM_ STRM SEEPAGE BED-02 FINISGRADE ELEVATION:2528.02 DIMENSIONS: 54'Wx102'Lx3'D VOLUME: 10351 CF PIPE INVERT ELEVATION: 2523.43 TOP OF GRAVEL: 2525.60 8 BOTTOM OF GRAVEL: 2522.60 BOTTOM OF SAND: 2521.10 MAX GROUNDWATER ELEVATION: 2519.60 INFILTRATION RATE: 8.00IN/HR N ' w to FUTURE OAKWIND ESTATES PHASE 2 (NOT A PART) I N 0 w m o L o a a w w 54.0' SDMH-04 STA: 13+12.46 OFF: 125.50LT RIM: 2527.35 8 SUMP: 2521.43 INV IN: 2523.43 INV OUT: 2523..43 86LF®7 0.00% PHASE LINE S&G-02 STA: 13+04.28 OFF: 37.29LT RIM: 2526.93 SW INV IN: 2523.63 5 NE INV OUT: 2523.43 E INV OUT: 2523.43 IN BAFFLE: 2523.68 OUT BAFFLE: 2524.18 i SDMH-06 STA: 13+30.46 OFF: 239.75LT RIM: 2527.29 SUMP: 2521.43 INV IN: 2523.43 INV IN: 2523.43 STRM, =SMT BLOCK 4 5 4 SDMH-05 STA: 13+30.46 OFF: 125.50LT BRIM: 2527.69 SUMP: 2521.43 INV IN: 2523.43 INV OUT: 2523.43 SDMH-03 STA: 13+24.40 OFF: 37.29LT RIM: 2527.28 SUMP: 2521.43 INV IN: 2523.43 INV OUT: 2523.43 CB-04 STA: 13+02.03 W DAPHNE ST 1 OFF: 17.17LT 13+00 RIM: 2526.38 -S INV: 2523.72-r_ N INV: 2523.72 632LF@ 0.50% - - CB-03 - - - - - - STA: 13+02.03 - - 1 OFF: 17.17RT RIM: 2526.38 4 1 N INV: 2523.88 4 BLOCK 3 SEEPAGE BED #2 NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET Plans Are Accepted For Public 2. CENTERLINE. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA Street Construction �1� STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. By stamping and signing the improvement plans, the Registered � LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Engineer ensures the District that the plans conform to all District RAMP. policies and standards. Voriances or waivers must be specifical- K-vvhar beIOW 3. REFER TO SHEET ## OF THESE PLANS FOR ly and previously approved by the District in writing. Acceptance Call you dig. HORIZONTAL CONTROL LINE AND CURVE DATA. of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. CALL 2 BUSINESS DAYS 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB IN ADVANCE BEFORE YOUDIG, GRADE, OR UNLESS OTHERWISE NOTED. BY DATE: EXCAVATE FOR THE ADA COUNTY HIGHWAY DISTRICT MARKING OF UNDERGROUND MEMBER UTILITIES GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 OAKWIND ESTATES - PH1 DRAINAGE DETAILS 0 0 i MERIDIAN, ID Kimley)))Horn 010© 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): N/A w 2/ 48 SDMH-08 STA: 0+77.31 OFF: 16.00RT RIM: 2527.34 SUMP: 2521.57 INV IN: 2523.57 INV OUT: 2523.57 0.50% U CT 9 STA: 0+77.31 OFF: 22.50RT 9 � RIM: 2527.09 W INV: 2523.59 52 SDMH-09 STA: 2+26.92 OFF: 16.00RT 8 RIM: 2527.15 1+0o SUMP: 2520.82 CB-14 McDERMOTT RD 2+00 INV IN: 2522.82 INV OUT: 2522.82_ 3+ 5+00 STA: 5+45.91 McDERMOTT - I RD 6+00 I - -I 150 LF CB-13 OFF: 22.50RT g 0.50% 6 6 5 LF 0 STA: 2+26.92 RIM: 2527.87 0.50% OFF: 22.50RT E INV: 2524.87 9 RIM: 2526.86 W INV: 2522.80 5 LF @ 6 4 E INV: 2522.80 0.50% 4 o - - 4 SEEPAGE BED #7 - 0 6 5LF@ o 0.50% o i 76.0' i 32.0' 4 09 S&G-86 SEEPAGE BED-07 STA: 51.81RT FINISH GRADE ELEVATION:2527.47 51 51 OFF: 31.8.53 SEEPAGE BED-08 DIMENSIONS: 10'Wx76'Lx3'D STA: 2+�26.86 - I - RIM: 2528.53 5 W INV IN: 2524.85 FINISH GRADE ELEVATION:2528.45 VOLUME: 1415CF PIPE INVERT ELEVATION: 2522.57 OFF: RIM: 31.81 2527. T 2527.517_1 NE INV OUT: 2524.65 DIMENSIONS: 10'Wx32'Lx3'D VOLUME: 584CF TOP OF GRAVEL: 2525.97 3 W INV IN: 2522.77 5 IN BAFFLE: 2524.90 --- BOTTOM OF GRAVEL: 2522.97 SE INV OUT: 2522.57 OUT BAFFLE: 2525.40 3 PIPE INVERT ELEVATION: 2524.65 BOTTOM OF SAND: 2521.47 - IN BAFFLE: 2522.82 TOP OF GRAVEL: 2526.95 MAX GROUNDWATER ELEVATION: 2519.97 _ OUT BAFFLE: 2523.32 T _ - -T - - ® BOTTOM OF GRAVEL: 2523.95 INFILTRATION RATE: 8.OIN/HR I BLOCK 1 1 I I BOTTOM OF SAND. 2522.45 I I I I II I BL01 MAX GROUNDWATER ELEVATION: 2520.95 37 38 39 40 41 INFILTRATION RATE: 8.OIN/HR I I I I 42 I I I 0CK I 48 II SEEPAGE BED #7 SEEPAGE BED #8 SDMH-11 STA: 9+45.21 OFF: 16.00RT RIM: 2527.82" -� 9+00 SUMP: 2521.08 INV IN: -INV 2523.08 OUT: 2523.08 CB-16 STA: 5 LF 9+45.21-0.50% 6 OFF: 22.50RT 9 RIM: 2527.54 E INV: 2523.06 --W INV: 2523.06 - 0.50% S&G-10 STA: 9+45.21 =?I -------r OFF: 32.15RT __ RIM: 2528.20 W INV IN: 2523.03i '> NE INV OUT: 2522.83 := IN BAFFLE: 2523.08 OUT BAFFLE: 2523.58 i DRAINAGE CONSTRUCTION NOTES O3 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION =o OF THE ACHD STORMWATER DESIGN GUIDELINES 3 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 SHEET 0 24 FOR ADDITIONAL INFORMATION. O4 CONSTRUCT OBSERVATION WELLS PER THE LATEST =o VERSION OF THE ACHD SUPPLEMENTAL rz 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. REFER TO DETAIL ON SHEET 24 FOR ADDITIONAL �o INFORMATION. 10+00 McDERMOTT RD 101 SEEPAGE BED-09 FINISH GRADE ELEVATION:2528.14 DIMENSIONS: 10'Wx101'Lx3'D VOLUME: 1887CF PIPE INVERT ELEVATION: 2522.83 TOP OF GRAVEL: 2525.33 BOTTOM OF GRAVEL: 2522.33 BOTTOM OF SAND: 2520.83 MAX GROUNDWATER ELEVATION: 2519.33 INFILTRATION RATE: 8.OIN/HR SEEPAGE BED #9 O 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. O INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. O8 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. 9O CONSTRUCT TYPE I CATCH BASIN PER THE LATEST VERSION OF THE ISPWC STD DWG SD-601. 11+00 SDMH-10 STA: 11 +45.77 OFF: 16.00RT RIM: 2527.88 SUMP: 2522.08 INV IN: 2524.08 INV OUT: 2524.08 12+00 0.50% CB-15 STA: 11 +45.77 9 OFF: 22.50RT RIM: 2527.61 W INV: 2524.11 BLOCK 1 51 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 ## OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED. 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. Voriances 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 0 GRAPHIC SCALE IN FEET 0 10 20 40 = 0 0 OAKWIND ESTATES - PH1 N TU OFFSITE DRAINAGE DETAILS 0 0 o: MERIDIAN, ID Kimley)))Horn '80© 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 Boise, Idaho 83702 0 (zos) 297-2885 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): N/A w N' LIGHTING AND SIGNAGE NOTES I I I � MATCHLINE SEE SHEET 30 I � I FUTURE OAKW/ND ESTATES PHASE 2 (NOT A PART) 3 4 3 1 BLOCK 5 MATc HLINE 50 SEE SHEET 30 -- -- � 10 W DAPHNE ST m + — 2 �— --- 2 --- —��— — — 49— I I I x— I I �_ 48 I I I Y O47 m 2 46 I I I __�� 45 I I 10 44 — 25' TO R/W I 43 J 2 23' TO B/C — Q I I L/S I 42 J ° S�W�_ — — O 41 - Q g 51 40 z — — 10 I � 39 [ 38 I / 36 I I I I 37 -I I �1 INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �2 INSTALL TYPE 11 STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �3 INSTALL TYPE 11 TERMINUS BARRICADES AT SIDEWALK TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG SD-1132A. ® INSTALL TYPE III TERMINUS BARRICADES & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" SIGN Y / PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-1132B WITH THICKENED EDGE ALUMINUM 0) WITH STRIPED DECALS. / ❑5 INSTALL 30"X30" STOP SIGN WITH STREET NAME SIGNS PER MUTCD R1-1 AND ACHD STD DWG TS-1114. 10 INSTALL STREET NAME SIGN PER CITY OF MERIDIAN = I I I I STANDARDS. SEE FINAL PLAT FOR STREET NAMES. x Ln z� * u r x x— — --— FF- BLOCK 3 J I I I 1 I 117 1 16 1 15 1 14 1 13 I I 112 1 11 I 10 1 9 1 8 1 7 1 1 6 15 1 4 I 3 I 2 1 I I 5 / 2 \ — cw W APGAR CREEK ST \ \ 4 _ 2 �\ _ BLOCK 2 c 5 O I 16 I 15 1 14 1 13 I 121 I I I I I I I I I 11 1 10 I 9 I 8 I 7 1 6 1 1 I 5 11 4 I 3 1 2 � 1 —4 x x x 1 —x x •2 —x x x x — I 7 x x -7 II I I /W I I 8 18 1 19 1 20 I 21 1 22 1 23I 1 1I 26 271 1 I 29I 1 I 1 1 28 133 34 35 3' —5' — — — I I I I I I I I I I I I I II I I I I I I S/W B/C S/W L— I 9 -- -- N -- -- -- BL—JCK2— 10 I I — — — 2 I— 10 J W RIVA CAPRI ST 1 / 2 2 — —o-� 11 L N BLOCK 1 34 1 33 1 32 1 31 1 301 I 129 I 28 1 27 I 26 1 25 1 241 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 123 I 22 1 21 1 20 I 19 1 18 I I 117 1 16 1 15 1 14 1 13 I 12 L — IL 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. KEY MAP N.T.S. I 52 — — —� — J GRAPHIC SCALE IN FEET o 0 20 40 80 I � I NORTH I I a 52 i — — — L zo OAKWIND ESTATES - PH1 —.—. ..------------_..--- ° 8 EP EP EP EP EP __ E... .. — — — D — p EP E E EP EQ E LIGHTING & SIGNAGE PLAN WMcMILLAN ROAD - — - MERIDIAN, ID Kimley)))Hor-n 010© 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 0 Boise, Idaho 83702 208 297-2885 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" = 40' 6 SCALE (V): N/A w N, LIGHTING AND SIGNAGE NOTES APN: APN: I SO428325610 SO428325460 L I I I I APN: SO429440000 1 �1 INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �2 INSTALL TYPE 11 STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �3 INSTALL TYPE 11 TERMINUS BARRICADES AT SIDEWALK TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG SD-1132A. ® INSTALL TYPE III TERMINUS BARRICADES & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-1132B WITH THICKENED EDGE ALUMINUM WITH STRIPED DECALS. �5 INSTALL 30"X30" STOP SIGN WITH STREET NAME SIGNS PER MUTCD R1-1 AND ACHD STD DWG TS-1114. 10 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 [<pv KADP GRAPHIC SCALE IN FEET 0 20 40 80 NORTH I� OAKWIND ESTATES - PH1 LIGHTING & SIGNAGE PLAN MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY—HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn SCALE (H): 1" = 40' 6 SCALE (V): N/A w 30 I11 LIGHTING AND SIGNAGE NOTES MATCHLINE SEE SHEET 32 \ I I I I I O INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE I BLOCK 1 I CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 1 © INSTALL 36"x36" STOP SIGN WITH "ALL WAY" 34 33 32 31 30 I I DOUBLE SIGN POST PER MUTCD R1-1 D 1 1 I 1 29 28 27 I 26 ANRE-OP 35 - - 1- - I - - - I- - I I I 1 I �7 INSTALL 30"x30" STOP AHEAD SIGN WITH - - "McDERMOTT RD" ADVANCE STREET SIGN PLAQUE (8" TALL) PER MUTCD W3-D AND W16-8P. 1 - _ _ _ ❑9 INSTALL "NO ACCESS TO WEST BOUND CHINDEN" STA:0+27.04 52 9 _ ON YELLOW WARNING SIGN, 36"x24", TO MATCH OFF:60.97'LT \\ 12 INSTALL 8" WIDE WHITE THERMOPLASTIC BIKE LANE I LANE STRIPE PER ISPWC ACHD SUPPLEMENT AND I ACHD TS-1112. STA:o+a3.0+43.LT3s 1 1 13 INSTALL 24" WIDE PAINTED STOP BAR PER ISPWC OFF: 44.20'1 I In I ® ACHD SUPPLEMENT AND ACHD TS-1112. srA:2+sa.12 1 14 INSTALL BIKE LANE SYMBOL WITH ARROW SYMBOL \ / UOFF: 32.89'LT - - - - - - - - - - OFF:36.14" THERMOPLASTIC PAVEMENT MARKING PER ISPWC I - - -- END STOP BAR 1 - LU TS-1113. - STA: 0+30.74 -\-.---BEGIN _ w OFF:24.29'LT STRIPE'..--o-------- .-.-. -- ------------- ---.-- STA: 4+1028 nv> STA:0+52.74 OFF: 11.OVLr ....-....-..-....- ....-.... ---OFF:20.81'L----- .... .-.-u) EP ER- EP FEP EL EP EP EPEP EP EP E I=- BEGIN STOP BAR STA:0+71.22 12 14 W STA: 0+30.74 0 OFF:0.29'LT 13 OFF: 14.1O'LT 1+00 12 z I 2+00 3+00 12 4+00 J = - - U Q W McMILLAN ROAD 0 I 25 24 i I 23 i 22 - a- ---- M BLOCK 1 I 21 1 20 1 I -4--� 19 1 18 I 1 I 17 1 16 1 15 1 14 1 13 I12 f I 1 J i STA: 4+78.09 1 \ C1 OFF: 36.23'LT STA: 6+98.09 W- - - - - - - - - - - - - - - - - - OFF: 3 6.5 0_L T 1 LLI - - - - - - - - - - C/) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U) ----\ O --------------------------------------------------------- - .... - .... .... - .... .... - .... - .... - .... - .... .... - .... to �-........-....-.._....--........-..�-.._.... STA:8+21.22--- - - - - EF`� \ OFF:14.12'LT 14 o EP E E EP EP EP EP- EP END STRIPE EP EP E E STA: 8+53.06 1 W c F o OFF:11.02'LT Z STA4+46.22 J 14 OFF:14.11'LT 12 = i 5+00 6+00 7+00 12 12 T- - - 8+00 9+00 9419 Q W McMILLAN ROAD 2 0 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. THE STATIONING IS FROM THE SECTION LINE. 2. REFER TO SHEET 04 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 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 KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 z 6 OAKWIND ESTATES - PH1 N OFFSITE SIGNAGE AND 0 STRIPING PLAN o: MERIDIAN, ID Kimley)))Horn '80© 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 KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w 00 31 -PH1.dw of 48 IN= APN: SO429440000 LIGHTING AND SIGNAGE NOTES �1 INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® INSTALL TYPE III TERMINUS BARRICADES & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-1132B WITH THICKENED EDGE ALUMINUM WITH STRIPED DECALS. 11 INSTALL 4" PAINTED WHITE EDGE LINE STRIPE PER ISPWC ACHD SUPPLEMENT. — — — — — — — — — — — — — — — — — — — — — — N McDERMOTT ROAD — — — — — — — — I — — — — — — — N M LU 9+00 10+00 W � 11+00 12+00 _ 13+00 I LLJW 11 END STRIPE — CONTINUE STRIPE 11 STA:13+15.47 OFF_ 11.00'RT C/) STA: 8+80.33 N ;,Tr W OFF: 11.00'RT Lo C11 — Of _Z — 2 U ® — — GO <n — — J — — Q® 1 STA:9+20.01 OFF:42.93'RT STA:11+40.85 1 b OFF: 42.95'RT N h I 51 i t I I I PHASE 1 I I PHASE 2 BLOCK 8 NOTE: 16 I 1. THE STATIONING IS FROM THE SECTION LINE. 2. REFER TO SHEET 04 OF THESE PLANS FOR 24 23 I HORIZONTAL CONTROL LINE AND CURVE DATA. 22 21 20 19 18 Plans Are Accepted For Public i Street Construction BY stamping and signing the improvement pions, 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 KEY MAP N.T.S. 0 ° GRAPHIC SCALE IN FEET 0 10 20 40 = 0 z 0 OAKWIND ESTATES - PH1 OFFSITE SIGNAGE AND STRIPING PLAN 0 u MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY—HORN AND ASSOCIATES, INC. io 950 Bannock Street, Suite 1100 a z Boise, Idaho 83702 208 297-2885 y DESIGNED I DRAWN CHECKED FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn MPO BKG BDM 1. SCALE (H): 1"=20' E SCALE (V): 1"=2' w 32 —2.dwiDf 48 shts i 0'�R LIGHTING AND SIGNAGE NOTES CD) F- W N W W 2 fn W W W z_ J Q H Q 5 I——r--—� BLOCK I I I I BLOCK 1 I I I I I I 37 I 38 i 39 I 40 i 41 I 42 I I I 43 I 44 I 45 I 46 47 I I I I N MrI-)FRAAnTT Pnan W I — -- 6+00 7+00 CY) = CONTINUE STRIPE ._ 8+00 ('') (n STA:4+45.19 � � OFF: 11.CURT 11 11 —fJEE w _ ^r^ W � Nw WzLLI —T(n00-—————w I— ® z Q 1 STA:4+81.69 J OFF:43.03'RT N 1 STA:7+00.52 U OFF: 43.09'RT Q F- —I. z> PHASE 1 I ® PHASE 2 BLOCK 1 I BLOCK 8 I I I 48 II 49I 50 31 30 29 28 27 26 25 i I I H w w 2 F- W _z J 2 C) Q �1 INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® INSTALL 24"X36" 50 MPH SPEED LIMIT SIGN PER MUTCD R2-1 AND ACHD STD DWG TS-1114. 11 INSTALL 4" PAINTED WHITE EDGE LINE STRIPE PER ISPWC ACHD SUPPLEMENT. NOTE: 1. THE STATIONING IS FROM THE SECTION LINE. 2. REFER TO SHEET 04 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. I 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 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. O ° GRAPHIC SCALE IN FEET 0 10 20 40 = d z OAKWIND ESTATES - PH1 w OFFSITE SIGNAGE AND STRIPING PLAN c MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 a Boise, Idaho 83702 208 297-2885 a DESIGNED I DRAWN I CHECKED FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn MPO BKG BDM 1. SCALE (H): 1"=20' E SCALE (V): 1"=2' w 33 0 a -2.dwipf 48 shts iF R I I I I FOUND BRASS CAP AT SW CORNER OF - - SEC 28, T4N, R1W — - r-SDMH-08- N McDERMOTT ROAD TSDMH-09 - - - SSMH-31 SP-08 I # 35' SP-07 51 S&G-08 SSWR & WA I ESMT t I I 52 BLOC 1 1 37 1 38 1 39 1 40 1 41 1 4J I I I I I I I 1 I 11 I43 44 45 46 47 48. m l II I I SSMH-01 t 4• --t _1 1I I ,I I 1 1 1 1 1 I fi fi _t --t S&G-01 I I I I I S&G-04 $ I I II SP-03 _ m:l I 1 34-1 E I 33 I Ij I I 32 mli 31 ii I =30 F II II I 29� F I m l 28 F I ml I 27 I — I i II I 26 -SSMH-12 Q i EXISTING OAKS 25 WEST124 U r SUBDIVISION p NO. 1 J I Ij -m— (NOT A PART) I II 123 F I 22 I mi i 21 F- I II 20 I I I 19 I �- I � I mil I I 18 1 17 I SSMH-13 16 mIi 52 15 II I 14 I — — I .1 I 13� I iI - I-1 SSMH-10 =SSMH-11 II� 18 _-4- - - 19 LI 20 21 -FH-04 22 II �Ix 23 ' L — II 24 25 26 m27 28 Oa S&G-05 - _ SP-04 31 SDMH-07 32 33 1FH-05 -} 34 35 _ S&G-06 'SSMH-14 V DELPHI AVE W 17 SSMH-24� 16 x I 15 14 SW 13 I EC/) -12 I E� I � 11 I e� CL 10 SSMH-25 9 —8 Y U _O J _7_m FH-07 6 4 -2-I -I SP-05 1y SSMH-16 S&G-09 ASP-01 12 *1 49 50 I I l-SSMH-02 t FH-01 17 I 16 tI 15 14 SSMH-04 13- - SSMH-05 12 C/) LU 11 = 10 p 9 YIt m 8 - - I S&G-07 . SP-06 �- 5 SSMH 06 ,, 1-4- 3 I II ml fSSMHNR I- - JFH-03 -26- - SSMH-17 � 1 \ \ 2\ 1 SSMH-15 I \ 5\ 4\ 3 \_ \ 10 i 9 1 8 i 7 1 11 \ 6 \ B\_pGK SS MH-08 J CONNECT TO EXISTING 8" SEWER LINE - PROPERTY LINE N TRIDENT WAY APN: SO429440000 SSMH-03 TEMPORARY BLOW -OFF ASSEMBLY SSMH-09 N PATIMOS AVE 'TEMPORARY BLOW -OFF ASSEMBLY - FH-02 S&G-02 PHASE LINE _ SDMH-04 _ /-SDMH-11 - S&G-10 J SIP-09 FUTURE OAKWIND ESTATES PHASE 2 (NOT A PART) F- — — — S&G-03 SDMH - 03 3 SDMH-OSJ SP-02 - — SDMH-06 5 I I 4 SSMH-07 BLOCK 4 3 I 2 SSMH-27 1 SSMH-19 ]T O Z Q 111 I` O 2 a O SSMH-28� co TEMPORARY BLOW -OFF ASSEMBLY I�III SSMH-29 BLOCK 6 1 3 FH-08 SSMH-21 RIS WAY N McDERMOTT ROAD ,-SDMH-10 SSMH-30 TEMPORARY BLOW -OFF ASSEMBLY BLOCK 7 1 E 3 SSMH-22 W N FAL�St r\ �\ 1 2 Q I FH-06 \ 5 \ 4 \ 9 I SSMH-18 I SLOG K I SSMH-20 \ 6 '14 13 1 12 1 11 10 1 9 \ 1 1 7 \ -CONNECT TO EXISTING I I 8 1 \� 8" SEWER LINE BLOCK 9 LINE I APN: - _ - - --- - SO428325460 CONNECT TO EXISTING 8" WATER LINE. TEMPORARY BLOW -OFF ASSEMBLY TO BE ABANDONED. X PHASE LINE PROPERTY LINE APN: SO428325610 i I TEMPORARY BLOW -OFF ASSEMBLY I SSMH-23 i 3 I FH-09 - APN: 2 I SO428325466 Q i _ _ I BLOCK 8 II � 1 I I i I CONNECT TO EXISTING 8" WATER LINE, TEMPORARY BLOW -OFF ASSEMBLY TO BE ABANDONED. i I i I I � I i I i I i I EXISTING OAKS NORTH EXISTING OAKS NORTH S BDIVISON NO.(NOT AI PART) 1 W MILANO pRIVE SUBDIVISION A PART) 2 I I i � I I FOUND AT NW CORNER OF SW j OF SEC 28, T41N, R1 W. 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. REFER TO SHEET ## 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: 2605 LF. Z O GRAPHIC SCALE IN FEET 0 30 60 120 = OAKWIND ESTATES - PH1 OVERALL UTILITY PLAN MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY—HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 Boise, Idaho 83702 208 297-2885 FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn SCALE (H): 1" = 60' 6 SCALE (V): N/A w T NO. 34 33893000 AME PHI-Overall.dw of 48 i WATER CONSTRUCTION NOTES IN 2532 2528 2524 2520 2516 2512 2508 2504 I I I I 41 I 42 1 1 1 43 rn I o I t o 00 N C5 I OON O M MA JNN 1 aJ H I J aJ M u) N JN MM + 6'0 ^oN +M �MO �'o +� OMF 1 NO? NO o HI�iZ 2 � to 0? T 3 I N 2 �00 o� — — — H W W 2 I I I I I � 18' I I I I I I I 35' SSWR & WATER 44 BLOCK 1 46 47 48 II I 10' , I49EuMT I o I oo I o I I 1 STRM Qul I rn�N oo —I 10' °°i I1E4S8M' T NN omN Mo oN STRM Mj �ESMTr ++6 1)_ +i n 0 M + ON o o QL> a SSMH-02 (60"0) 1 �F+ > > STA: 12+78.13,-3.85LT 12No to o z v0 o` 4o n o z RIM: 2526.192 3 2 2 o .2 � INV IN * 2506.77 INV IN: 2506.771 1 9 — � — — INV OUT: 2506.67 13112' 1 Cn 297' 1 L1 e" g^ SS ! 8" W 3 11+60 10 Cn —Mj \- \- — --I— Of LLI o Z_ " 19s' 1 J 8W 8" W 8" W 2 Lo U C — — 17 i 1 BLOCK 2 18 16 11 1 I 15 1 I 19 20 N DELPHI AVE STA: OFF: 8" W Y 44' L 8" W 1 MATCHLINE — 1 SEE SHEET I 00 4 1 10 8 13 43 ro -00 o 0 M O O �N 17 N o o N O N O BLOCK 3 1 16 — — ao r i N I I 15 1 8^ SS 50 as as N M~uN) N MJ OON W� LIJ + 'r) M M H y (n Q i F�O> (no n0— CL 2 T SSMH-03 (48"0) STA: 13+75.51,-10.59LT RIM: 2526.44 3 INV IN: 2510.81 INV OUT: 2510.71 99, 1 — I g" SS STA:13+42.86 "-"-EOFF:10.00'RT 13+00 38'� Q INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. Q 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 PER CITY OF MERIDIAN STD DWG W8 & W9. ❑5 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. © INSTALL 8" x 8" x 8" TEE. ❑7 INSTALL 8" x 8" CROSS. ❑9 INSTALL 2" TEMPORARY BLOW —OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN STD DWG W13. 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEA 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. 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 1 5 L= SEWER CONSTRUCTION NOTES I FUTURE OAKW/ND 9 i 1 7 ESTATES 0 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 1 153' o 0 PHASE 2 O2 INSTALL 4" SANITARY SEWER SERVICE ® 2.0% MIN. 7 12 11 + o (NOT A PART) SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN J ^ of au SHEET 36 v~o SUPPLEMENTAL SPECIFICATIONS. u�f + oo + o MATCHLINE SEE O3 INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE 1 PER DIVISION 500 OF THE CITY OF MERIDIAN 0 0 SUPPLEMENTAL SPECIFICATIONS. N Y ® INSTALL 60" DIAMETER ECCENTRIC SEWER MANHOLE — —I PHASE LINE PER DIVISION 500 OF THE CITY OF MERIDIAN c: O SUPPLEMENTAL SPECIFICATIONS. J COO7 SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. 1 ® SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER — i IDEQ STANDARDS. CO n�nm 0 .aaoc^ w 00 aJNN O +� O+ N N F O+ N N N N H N H I NZ OO = C4 > > N �zz PROP. GRADE > > > > N �zzzz Z Z u) FE-- }� EX. GRADE in rn dN dl _ PROP. PIRR CROSSING V PROP. PIRR a g IF CROSSING 00 12" SD ao M STA: 12+60.15 INV:2523.27 8" PVC �_STA: LLI LLI 13+05.05 _ INV: 2522.22 uri 1 W w U) LU Z J C) Q297 LF OF a" PVC ®4.009, O ®4 00% a 99 lF OF O 10+00 11+00 12+00 13+00 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 2532 2528 2524 2520 2516 2512 2508 811. 2504 K—te. below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YODIG, GRADE, OR EXCU AVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET ## 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: 3739 LF. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. KEY MAP N.T.S. z0 0 GRAPHIC SCALE IN FEET 0 10 20 40 = 0 OAKWIND ESTATES - PH1 UTILITY PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horn © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 Boise, Idaho 83702 208 297-2885 0 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w 35 48 WATER CONSTRUCTION NOTES II II II (I FUTURE OAKWIND ESTATES PHASE 2 II (NOT A PART) (I SSMH-09 (60"0) STA: 11+80.96,-46.50LT II INV II IN 2527.302508.03c INV OUT: 2507.93 II PHASE 2 I _ PHASE 1 ��BLOCKS _--- L_- 45' BEND __- -- - --- STA:9+92.65 8 17'� OFF: 10.00'LT 19 1 45 STA:9+74.50 2 OFF: 4.47'LT - 12' 1 . . OFF:1.70'RT 9 9+00 D I I V) 45' BEND 6; V) H STA: 9+78.25 g g" S ! � N-W SS OFF:2.96'RT tl SS M SSMH-31 (60"0) w 1 148' N:723701.52 8 Us E:2433s35.41 r RIM: 2528.23 0 INV OUT: 2507.36 I L 2532 2528 2524 2520 2516 2512 2508 2504 2500 I M LU LU _ _92' 8" W Cn w w fn L11 Z J _ a Ss U SSMH-02 (60"0) Q STA: 9+96.15, 16.91 RIM: 2526.19 INV IN: 2506.77 INV IN: 2506.77 INV IN: 2506.77 INV OUT: 2506.67 I 8" W - B. W 1 R=300.00' 1 64' -92' 11+00 L=31.48' �� I I�153' 8 SS 1 31' g• SS 46.50'LT 'LT PHASE LINE 11+96.96" W '8 w 8" W- 10.00'LT p W DAPHNE ST 13+90 - 8" SS 8" SS ! ! e" SS 1 215' a Cn M aFN rn� + N o H + M O M M VI O ? LOCK 4 2 5 � \ rn ir) N � J 8" W -Z 83' M m d- Of 8" I'l- (v') H- w w U) w w z ❑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. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. ❑5 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. © INSTALL 8" x 8" x 8" TEE. ® INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER PLAN. ❑9 INSTALL 2" TEMPORARY BLOW -OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN STD DWG W13. 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN _ COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND SSMH-04 (60"0) SSMH-Os (60"0) ) I DIVISION 500 OF THE CITY OF MERIDIAN STA: 11+49.50, 6.00RT STA: 11+80.96, 6.00RT 1 SUPPLEMENTAL SPECIFICATIONS. 4 RIM: 2527.26 4 RIM: 2527.14 _x-;, x- x_�INV IN: 2506.06 INV IN: 2505.83 ®INSTALL 60" DIAMETER ECCENTRIC SEWER MANHOLE -INV IN: 2505.83 INV OUT: 2505.96 -x x- PER DIVISION 500 OF THE CITY OF MERIDIAN INV OUT: 2505.73 8 7 x SUPPLEMENTAL SPECIFICATIONS. I I O7 SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE I - - - - - + q_ - 0c, FOR SEPARATION. -"+ 5r®SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. J 2 U o I I I I I CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER o I IDEA STANDARDS. BLOCK 3 I I I BLOCK 3 17 I 16 I 15 I 14 I 13 I I I 12 I 11 i 10 I 9 I 8 I 7 I I 6 I I I I I I I I I I I I NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET Plans Are Accepted For Public CENTERLINE. 2. REFER TO SHEET ## OF THESE PLANS FOR Street Construction HORIZONTAL CONTROL LINE AND CURVE DATA. By stamping and signing the improvement plans, the Registered 3. CONTRACTOR TO ENSURE 1.5' VERTICAL SEPARATION Engineer ensures the District that the plans conform to all District MAINTAINED FOR ALL POTABLE AND NON -POTABLE policies and standards. Variances or waivers must be specifical- CROSSINGS. ly and previously approved by the District in writing. Acceptance 4. TOTAL LINEAR FOOTAGE OF SEWER MAINS: 3739 LF. of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. O M ci r ocOul M 00.0N 1 0 0 O r n r 0 OrnrO ^ 10 ' 0 0 N a}NN.. N uo�.. + N O Zn Nip'opN O N H 2 NZ0 = NZZp No O+ L, N N N F f' = N Z Z Z O N Z Z N Z Z Z > > > > O1 z z z z r EX. GRADE Ln m PROP. GRADE7 c� 12" SD o z N PROP. PIRR PROP. CROSSING STA: 13+02.03 CROSSING INV:2523.80 8" PVC STA: 10+10.00 Oi INV: 2521.46 N N LO ci CY) w I-_ w w w _ w w w 148 LF OF 8" PVC 4i0.40% O (n w� 153 LF OF 8" PVC ® 0.40% w z Lo 215 LF OF 8" PVC 0 0,40% W z J 31 LF OF 8" PVC 0 0.40% J C) U = U Q Q 10+00 11+00 12+00 13+00 2532 2528 2524 KEY MAP 252o N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 2516 OAKWIND ESTATES - PH1 UTILTIY PLAN & PROFILE 2512 MERIDIAN, ID 2508 Kimley)))Horn © 2022 KIMLEY-HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 2504 g1' . Knovn vlrat's below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE 2500 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"=2' w NO. 36 393000 IE -PHl-2.dwq lof 48 i WATER CONSTRUCTION NOTES i M W W 8" W 8" W 2 W W 07 - 8" SS 8• S _ W _Z J U F_ I Q T, \ 1 T 1 2532 2528 2524 2520 2516 2512 2508 2504 2500 � ul a o _ uo�ri Nr7ua 0 N M co't O O 0 0 0 o ^O + N H O+' N I N Z O O+NUIN N N N N 2.. O O N H = Z Z Z O f>> = N z O :�>>>> Inn F, z z >> Y z z z z n Fzz r EX. GRADE N PROP. GRADE a fV PROP. PIRR PROP. PIRR 8" PVC CROSSING CROSSING STA:15+71.20 INV: 2523.04 7 N N O N 19 M W W W W U) W z_ _J 159 LF OF 8" PVC ® 0.40% = O 122 LF OF 8" PVC ® 0.40% 215' LF OF 8" Q PVC ® 0.50% CONNECT TO EX. 8" SSWR PIPE. INV. EL: 2503.46' 14+00 15+00 16+00 2532 2528 2524 2520 2516 2512 2508 2504 2500 I I I I I I I )PERTY LINE � I EXISTING OAKS SUBDIVISION NO. 1 (NOT A PART) I RT I 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. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. ❑5 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. ❑7 INSTALL 8" X 8" CROSS. 10 CONNECT TO EXISTING 8" WATER MAIN. REMOVE BLOW —OFF VALVES WHERE CONNECTING TO EXISTING LINE. 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. ® INSTALL 60" DIAMETER ECCENTRIC SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. CONNECT TO EXISTING 8" SEWER LINE. ® SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET ## 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: 3739 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 of the improvement plans by the District does not relieve the UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON Registered Engineer of these responsibilities. 2L SHEET 02. BY DATE: AnA r.011NT' 4IrI4WAY nlgTRIr.T Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, T GRADE, OR EXCAVATE FOR HE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH i 0 0 OAKWIND ESTATES - PH1 N TU 0 UTILITY PLAN & PROFILE c o: MERIDIAN, ID Kimley)))HornX © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 Boise, Idaho 83702 208 297-2885 0 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn DESIGNED DRAWN CH MPO BKG SCALE (H): 1"=20' SCALE (V): 1"=2' NO. 37 = 393000 IE —PH1-2.dvva lof 48 shts f WATER CONSTRUCTION NOTES I11 Q INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. Q INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER 42 I I _ _ _ PER CITY OF MERIDIAN STD DWG W1 & W2. I I O INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER I I I I I I I PER CITY OF MERIDIAN STD DWG W1 & W3. SSMH-10 (48"0) ® INSTALLFIREF&IRW9 HYDRANT PER CITY OF MERIDIAN STD I STA: 10+38.10, 5.10RT 3 RIM: 2526.17 BLOCK2 I INV IN: 2517.84 ElINSTALL 8" WATER LINE BEND WITH THRUST BLOCK. INV OUT: 2517.50 19 20 21 22 23 I I ANGLE PER PLAN. 3 I 17 00 18 I Lo ro I °^° 1 rn I rn I I 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR I I rn I °D m�� n� I 'o,_" opN I ��N aJON J I No�N rO�N I rn rn p�N I TO MAINTAIN 1.5' OF SEPARATION PER IDEQ 41 � n�N + ad m,n 0 n O QJn ON +� •J vi J� CNN �� JN ^� STANDARDS. WHERE VERTICAL REALIGNMENT IS MATCHLINE SEE SHEET 35 oN ±M� �" �p +� �M� + N 7� NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 STA: 9+99.94 3- p a) n a �> p a LL v a p �MS O N M J o N M p N o ,rj ,� N J p DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR -- OFF: 25.47'RT 0 1 96' �� 1- v o tl no? > ¢ U)0 > o a Ii ¢ a ii �� Hi> �� ��> I OF OUTSIDE OF CROSSING PIPE. -- o +p .�� L 2 3 (n0 Ino_ o Ino? In0 Ino? o� + 3 1 2 14 2 -1 3 2 J BLOCK 1 STA: 10+08.23 I 1 297' N p � cO 00 I I I 1 1 I I 40 OFF: 33.50RT 2 INV OUT : 2522.89 $ < o SSMH01 (48"0) 12 STA: 10+16.60, 9.68RT - - - - - - - - 1C;) - - _ RIM: 2526.16 3 _ -� - M INV IN: 2517.83 1 INV OUT: 2518.66 I W STA: 10+20.80 \ ! I 8• I 8 ! W 39 OFF: 44.59RT 2 ! ! 8" W ! a I = INV OUT: 2523.10 \ O 1 20' U) 90" 1 19, / 11+00 W RIVA CAPRI ST 1 50' Lu STA:10+22.13 $ - I - - \ - r, _ W OFF:5.30'LT e. I ( 03 U) _ STA:10+28.02 2 _ a ! ! a• ss ! 1LLI SEWER CONSTRUCTION NOTES OFF: 41.79'RT JS 1 253' Z 38 STA: 10+30.75 I J OFF: 58.40RT 2 CO 2 Ol INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN CO INV OUT: 2523.17 CO / C) COVER PER CITY OF MERIDIAN STANDARDS. N:723356.22 E:2433667.80 36 CO N:723358.43 - - - Q INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. - RIM: 2526.60 6 6 E:2433677.25 SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND INV IN: 2521.41" - - _ RIM: 2526.41 ir) \ DIVISION 500 OF THE CITY OF MERIDIAN IINV OUT: 2521.41 S10+37.02 TA:3 I INV IN: 2519.41 INV OUT: 2519.411 I V) SUPPLEMENTAL SPECIFICATIONS. oFF:58.62'RT I I I I I (D INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE 7 2 3 ? I- +� I I I PER DIVISION 500 OF THE CITY OF MERIDIAN 37 10' 10' rn�n .o �� ��" uoOfao o]xau e. N�rn aF� l 2 3 + - SUPPLEMENTAL SPECIFICATIONS. STRM STRM ��N o�N NON �0Ci u�� O 0�rn � pn ^moo Ni of `0 N m� ©SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD - - _STA: 10+41.30 ESMT ESMT oM� N +MN +� �N +"ia' +� `Oua +N a0`)N +MN N N n� DWG S1. OFF: 86.97RT71 _ CO r �MN ^MN �.�jN NN INV OUT: 2523.47 o o 0 o a `o ~ o a U_ ¢ a I a SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE N I Noo> I Noo I (n M0 N00 Q I�oo No FOR SEPARATION. Co I z 1 I I N:723316.50 Z I Z I Z 6 E:2433676.48 I I I I - I \ RIM: 2526.86 SSMH-11 (48"0) BLOCK 1 INV IN: 2521.82 STA: 10+54.09, 9.68RT \ INV OUT: 2521.82 3 RIM: 2526.01 33 32 31 INV IN: 2517.39 30 29 35 I INV OUT: 2517.29 I 34 I I I I I I 1 2532 2528 2524 2520 2516 2512 m 0 in ,n :0 u� +NNr +N,n fV = N-0 = NZo I NZS N f > > N > > = O f > > In �?? N N EX. GRADE 12" SD PROP. GRADE to t) cM STA: 10+58.76 M I- INV: 2523.26 Lu Lu Lu r- Lu _ °° ao _ U) W W W W U 0 U) z z J 253 LF OF 8" PVC ®0.55% J = 120 LF 8"PVC 0 1.30% U 19' LF OF 8" U PVC 0 0.60% 10+00 11+00 12+00 2532 2528 2524 2520 2516 2512 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 ## 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: 3739 LF. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 z OAKWIND ESTATES - PH1 UTILITY PLAN & PROFILE 0 0 o: MERIDIAN, ID Kimley)))Horn '80© 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 KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w NO. 38 393000 IE -PHl-3.dwq lof 48 i WATER CONSTRUCTION NOTES IN 2532 2528 2524 2520 2516 2512 00 (M I-_ Lu Lu �l W Lu W fn Lu 8. z J 2 U H Q 24 I 25 I 26 I 27 I 28 01 N I M10 I N I N I njJul J N I MJN �J I arN I OHN I Oul Ju +1] O pa'pN 7:5 uJ0 MON NON N u1H u6 Nut 1- Mv1H +U] +NN MO LLL MO MO N ..0Mo H�Z O H�> HI�iHO �LL> QtL O > > NO— to 0? v) z in oo r~n0? T­ 3 2— — 2 3 ,— 2— 2 I 13+00 4�8" SS I 1 I� BLOCK 2I 10' 29 STRM 30 ESMT 0 I I I �M01FN J Oi0J �I I ( J + N O I +MM MF Ci N �M N � O li F L0> O O ONO? I 3 I 2 J 12 I I I —m?�— I I I Ea^QHN}OMMM�N�N�0[1 aO KM 0liHjN� 0M OD r }M00 ul � MOi r 00 ON � Od' ^N of cpNN+M ^MN + ,j Lin MM I O aN� 00 N IONNp H a�~O > 00 M0pp NLLO O (np 00> Z I Z Z Z I ,Qa~MliM nNd� I I I Z I I Z , Z SSMH-12 1a6�'o1 I BLOCK 1 28 27 26 STA: 13+04.45, 6.00RT 24 3 RIM: 2526.84 23 22 INV IN: 2515.89 I INV OUT: 21515'79 I 25 I I I I , — F_ I— I I I I STRM 31 I 32 IESMT N I N N J N r o M N O I ^ F aoN M N a vNiC) +� + 7uM� � O F O i? HLL)v) (,no 0 2I 2 I �N I I I 33 I 34 35 10 M I co 000FN r` M N OH O IM J J a] M J n J M ON m N O N N p N 't p N O + N M + ul + M H N M O N _Mu+'1N 0 M+ N 0 un LL O 0o o— NO u)O? NO cn0? 2- - -- -- — 0 Lu LLI o 1 84' C0 U 15+00 ILL! M m — �— ILL! CO 8" SS ! 8" SS ! " SS W 1 269' z_ J 2 U Iln I N 3 ci a'0 x ri0N , N� a� K D t ao 00 � � 0`0 I uo O y co uM) n0 N N N yMN N O�+ Nu)N I�0 -tM ',2 NMN I NMN ~O HOO �O 0 QUO H� ¢�O ^�F IH to N N0> I NOO I Vl O Np0 I OO > Z I Z Z Z I IN I I I Z_ 21 20 19 18 I I 17 I I I I I I I I I I O p r co0 N a)O�M .'t co ujF M+�Nr I,t ZN }NNNO N +1NNF NZOO I N-0 2>> EX. GRADE f>> N z z z n--- N F,zz ,n F.zz T-12" SID PROP. GRADE STA: 14+19.95 p 00 INV: 2523.58 M � w w Lu = NU) a0L55'LFOF8" 2 U) Lu W WLu cnU) LuLu z z J120 LF 8"PVC= = C) 269 LF OF 8" PVC ®0.55% O 13+00 14+00 15+00 16+00 2532 2528 2524 2520 2516 2512 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 YODIG, GRADE, OR EXCU AVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Q INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. Q 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 PER CITY OF MERIDIAN STD DWG W8 & W9. 12 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. SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 4" SANITARY SEWER SERVICE O 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. O7 SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET ## 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: 3739 LF. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH i 0 0 OAKWIND ESTATES - PH1 N TU 0 UTILITY PLAN & PROFILE a: 0 o: MERIDIAN, ID Kimley)))Horna © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 Boise, Idaho 83702 208 297-2885 0 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w NO. 39 393000 IE —PHl-3.dwq lof 48 i WATER CONSTRUCTION NOTES I 18 L - - 17 f SSMH-13 (48"0) STA: 10+00.04, 6.00RT RIM: 2526.99 3 INV IN: 2514.31 - INV OUT: 2514.21 STA:10+03.55 3 - OFF: 25.63'RT 16 STA: 10+09.38 OFF: 33.50RT/' INV OUT: 2523.60 BLOCK 2 15 STA: 10+25.54 OFF: 3� INV OUT: 2523.50 STA:10+34.04 8 CO_ - OFF.3.08'RT N:723356.35 STA:10+30.31 E:2434298.66 OFF:45.15'RT 3 RIM: 2527.41 6 INV IN: 2520.50 INV OUT: 2520.50 STA: 10+31.30 OFF: 59.40RT 2 14 INV OUT: 2523.88 I CO- N: 723353.78 E:2434303.92 6 RIM: 2527.44 INV IN: 2519.56 STA: 10+38.50 INV OUT: 2519.56 OFF: 77.18RT 2 INV OUT: 2523.90 13 CO N:723353.42 - - E:2434323.95 6 RIM: 2527.54 INV IN: 2521.55 INV OUT: 2521.55 TA: 1 +44.47 OFF :83.01'RT 3 12 L STA: 10+46.11 - OFF: 109.20RT( INV OUT: 2523.89 2532 2528 2524 2520 2516 2512 2508 2504 2502 I I- I I � I I I RAAT(`Wi III CI=r cuCCT �Q CO N:723357.70 E: 2434363.56 RIM: 2527.74 INV IN: 2521.89 INV OUT: 2521.89 I I 10' STRM FCAAT 2 BLOCK 2 1 i2 BLOCK 3 L-- SSMH-17 (60"0)- - - 1 I,- M W W 2 W SS W CO LIJ _Z J C) F- Q ❑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 8" x 8" x 8" TEE. ® INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER PLAN. 12 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. 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 16 INSTALL 4" GATE VALVE PER CITY OF MERIDIAN STD DWG W1 1. SEWER CONSTRUCTION NOTES - • - f INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN 111+00 o- ! 4- M m - - $ W in" COVER PER CITY OF MERIDIAN STANDARDS. ! 22 INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND ! DIVISION 500 OF THE CITY OF MERIDIAN i 2 ' �o4 \ SUPPLEMENTAL SPECIFICATIONS. �� NMN N O INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE \� 2 3 oo \ a'at:o4N c5 N +o \N - \ PER DIVISION 500 OF THE CITY OF MERIDIAN � QLL Foo SUPPLEMENTAL SPECIFICATIONS. i 2 ova \ NMN ao +� }Ma7 \^MN �N o (no v > \ ® INSTALL 60" DIAMETER ECCENTRIC SEWER MANHOLE 3 aon NMN a moo in2 PER DIVISION 500 OF THE CITY OF MERIDIAN 2 o� \ OWN �o \ \ SUPPLEMENTAL SPECIFICATIONS. I 13 �� \ a�roM aaovo ±r N NooOCK2 > \ z 3 \ © SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD 2 I 3 2 I 8 rn� 4 +N \ (�°+ DWG S1. rn�� MxM c6 o ri ' rn�o D_' NKM w ai o ri om� ZND_' W m7N ;,� n N Imo in o +MN �Ii a d�� �00 N \ Z - 4 \ N \ O7 SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE o'r?N a N,nN o +o �o > z +MN +N +MN N) � =LL <oo \ 5 \ FOR SEPARATION. F o 7 o Ii a Ii N o N 'z \ J ®SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. F o o F o o N i \ CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER >z I N 'z \ 6 \ IDEQ STANDARDS. 8 _ _. a -, Na _ V70]oho Iq '40 -iNZn•• � N)a NOoN NHOp-t N O + �NZuNZ� ,n N � N} o NZO O 2 �>> = �>>>>O W`�zz N f»> (n a:??? N v� a:?? rEX. GRADE N FYZZZ (n a'ZZ N YZZZZ N K - - // m 12" SD o2i oz o z PROP. GRADE - STA: 11+58.00 a M 4� a � 8" PVC INV: 2524.37 STA: 12+64.86 INV: 2522.89 0 8" PVC �STA: o N 10+30.62 ri a INV: 2522.48 M o a W � N W C/) W N W W = Cn O 75 LF OF 8" PVC O 0.55% W W 82 LF OF 8" PVC ® 0.55% W z_ U) J W = 112 LF Z U OF 8' PVC Q4.00,, ® J _ C) O 53 LF Q OF 8„ PVC ®4.O0q 55 LF OF 8'• PVC 04.249, 0 10+00 11+00 12+00 13+00 2532 2528 2524 2520 2516 2512 2508 2504 2502 NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET ## 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: 3739 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 of the improvement plans by the District does not relieve the UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON Registered Engineer of these responsibilities. SHEET 02. BY DATE: AnA r.011NTY HIGHWAY nISTRICT Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. z0 0 GRAPHIC SCALE IN FEET 0 10 20 40 = 0 0 OAKWIND ESTATES - PH1 N c UTILITY PLAN & PROFILE o: MERIDIAN, ID Kimley)))Horn '80© 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 WATER CONSTRUCTION NOTES K 2536 2532 2528 2524 2520 2516 2512 2508 2504 2502 O 14 1 X x FUTURE OAKWIND ESTATES PHASE 2 ri(NOT A PART) SSMH-18 (48"0) PHASE 2 BLOCK 4 STA: 16+03.74,-6.00LT 3 n RIM: 2528.23 - - - ,r a I INV OUT: 2514.07 I PHASE 1 I '�3co I 0 + M N ao N MJ� 2 �H n O MON }� 'DI- co 'o 1 5 v)oK I ="�o +ui usJoN I �oz a u- I �Mo I 2 N 01 I 3 ��> I vI O ? T MATCHLINE SEE SHEET 45 SSMH-19 (48"0) + N -- TA: 16+48.86, -12.59LT 81, 771': M: IIN: 2528.28 3 \ O 2 / NV INV IN: 2514.72 2515.05 � 11 1 245' _ _ INV OUT: 2514.62 R=300.00' N — — - 15 00 8' S _ — �a 90 w S �~ 8" SS N!'AUSTRIS 8» SS LLJ s — WAY O -- W I — 8" 1 • �— o` 1 ss' +00 Uj W 16+00 - CA _ � —_— —��— — I -- s" W 75' 1 1 1 26' 5 74' 1 Z _ — s» I 3 N M Q + N H 0 0 N > H 0 Q O Z N I 12 I I 11 BLOCK 9 %i a of a0� O0 N } M M u) M N i7 ZNK Off` I vi N + o + M u M O I No aF �0( I N 9 2 N H O oo = O M N O^ t+0,"M]N co H 0 ' 0 0 Z 8 � 1 7 00 a O 7 N N N a �F O+� N O000 W+o N +NNNF N �f7Z~ N r r`+N a7 M Lo = N O = N Z Z S>> O O N N N H = NZZZD � �ZZ rn »» N.. > EX. GRADE rn ix z �..f»> (n - - - zzzz o z �n cV PROP. PIRR f _ CROSSING a PROP. GRADE 8" PVC STA: 16+65.83 8" PVC INV:2523.83 STA:13+74.82 INV: 2522.69 M 00 a N a W W M N ti (n ch W ~ E W W 88 LF OF 8" PVC ® 0.50% U) W W fn z W iPVC W = ®0 50 Cn U W PVC ®?" ~ LF OF 8" Z_ 245 J _ U F- Q 14+00 15+00 16+00 17+00 2536 2532 2528 2524 2520 2516 2512 2508 2504 2502 ❑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 PER CITY OF MERIDIAN STD DWG W8 & W9. ❑5 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. © INSTALL 8" x 8" x 8" TEE. ® INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER PLAN. 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 4" SANITARY SEWER SERVICE O 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. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET ## 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: 3739 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 of the improvement plans by the District does not relieve the UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON Registered Engineer of these responsibilities. SHEET 02. BY DATE: AnA rrNiNTY HIGHWAY niSTRICT Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. z0 0 GRAPHIC SCALE IN FEET 0 10 20 40 = 0 z z OAKWIND ESTATES - PH1 UTILITY PLAN & PROFILE 0 c o: MERIDIAN, ID Kim Fey))) HornX © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w NO. 41 393000 IE -PH1-4.dwo lof 48 WATER CONSTRUCTION NOTES 2536 2532 2528 2524 2520 2516 2512 2508 2504 2502 G� F FUTURE OAKWIND ESTATES PHASE 2 (NOT A PART) PHASE LINE PHASE 2 � M M PHASE 1 I BLOCK 6 (SSMH-20 (48"0) 1 STA:1 STA: 17+38.79,-4.93LT 0 FF:36.68'LT J C Q II m 1 0 w 1 I SEE SNEER 45 I IAA CN��N 1 3 RIM: 2528.79 ! INV IN: 2514.18 INV OUT: 2514.08 SSMH-21 (48"0) 3 I STA: 18+64.42,-5.93LT RIM: 2529.27 3 INV IN: 2513.45 n INV IN: 2513.45 - INV OUT: 2513.35 " 60' 1 f 96" v Y � NIA 125' 1 13 US7R!S 15' 1 I 1 3 BLOCK 7 cc LL�e SSMH-22 (60"0) 00 J m It STA: 19+76.28,-8.62LT + a0,�� O RIM: 2528.93 4 _'r INV IN: 2510.81 /� 0 2 8 NV=UT: 2510.71 � 11 163" 113' 1 95• 1 B ! N PAS ! R=300.00' 1 18+00 L=7.32' / � 55 � j �, $ 2 F N CIO CA 121' 1 ! 13 0 o ^ \ S rut }^ 7� oo }MN mMN i 3 0 x 0 o Mai +o rn ¢ 0 ¢IiO 2 \ 13 i:z 2 8 ��N .tHUJ orn� ZM IQ' � +ru6 N x W� 4 W �p Oui mM� N + o IiH 6 ¢ LL O nMN c n, N < ,00 4 CFO \ O Z - F O O \ N > 7 Z \ O 0 \ p+p M N r �N o 0 �0 \ ~ fN > 0 Z \ \ 6 +M� 0, M N i \ N No0 1- > 2 M N Z \ \ M F ± N Q 2 �Ou) +O H� NOO> DDO \ O Z +MM \ M N ao ^�� \ I v 0 3 O O \ \ N z \ \ \ 5 4 \ BLOCK 9 \ \ PROPERTY LINE Q INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. Q 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 PER CITY OF MERIDIAN STD DWG W8 & W9. ❑5 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD a DWG W11. co © INSTALL 8" x 8" x 8" TEE. r ® INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER PLAN. J 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 0� 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO o MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. m+ = N . aD Nl�upb � N ,67 N M N N F NZZ0 >>> zzz N N In O p,�a ^7 OON M N H = N Z O V) f» VI �?? ai M r M NIMMi(] N�N +N Z Z O d.Z ZZ I PROP. GRADE rn Ma00 m N OO N E O .. - O ZZ -- N I In O NNpj M^0�0�un +NN a)O N N H N O >>> F,zzz 10 (V o z n EX. GRADE N PROP. PIRR v PROP. PIRR CROSSING $" PVC CROSSING 8" PVC STA:18+80.48 STA:16+65.83 INV: 2524.65 00 M INV: 2523.83 a u; H o; W LU _ U) LLI (.0 e 88 LF OF 8° PVC ®0.50%(w 125 LF OF 8" PVC ® 0.507 � W O W Z W J 113 LF OF 8" _ PVC ®2.25% U) V) LLI z 71' LF OF 8" PVC ® 2.25% J U H Q 17+00 18+00 19+00 20+00 2536 2532 2528 2524 2520 2516 2512 2508 2504 2502 SEWER CONSTRUCTION NOTES INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 4" SANITARY SEWER SERVICE O 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. ® INSTALL 60" DIAMETER ECCENTRIC SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET ## 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: 3739 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 of the improvement plans by the District does not relieve the UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON Registered Engineer of these responsibilities. SHEET 02. BY DATE: AnA r.011NTY HIGHWAY nISTRICT Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. z0 0 GRAPHIC SCALE IN FEET 0 10 20 40 = 0 0 OAKWIND ESTATES - PH1 UTILITY PLAN & PROFILE 0 a o: MERIDIAN, ID Kimley)))Horn '80© 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 NO. 42 393000 IE -PHl-4.dwq lof 48 i WATER CONSTRUCTION NOTES Go 3 00 00 10+00 I r� 3 IN Q INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. f— Q INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY N X x ❑3 INSTALL1 OSERVIICEMERIDIAN LINETWITDWG DUAL 3/4" METER "�- * x —xW-�—X x— PER CITY OF MERIDIAN STD DWG W1 & W3. F I 1 1 1 1 I I I BLOCK 3 I I 1 17 16 15 14 13 I 12 11 10 9 I I 1 I 00 01 N I u�OQ) �JONItiL2NO_ r+OtL OHOFOv_ NH O H N JO10N II I �HOas � J� � N co N +OF aJ0 +OO0 OO�N N ±a}ro NpN I N~ONLLNNO cCQoaHOo 1 '�~ OION-2 N O — OO + +O O O}O O .7 NNN O j O � n0? n0 v0? Z? ? o1' 3 z 2 3 2 3 3 N 0 (N�Z V 1 1 I F— I j W 1 1 1 I I _W —.. W C/) — — W— — —W 8" W ! ! w 2 e" ! ! w " ! aw I 8» W W I 8. s CO W - W —a" w W �- " +oo + APGAR CREEK ST - 1 37t' o W z ! tt 11 ! I 12+ 0 243' z 8" SS ! N z�QSJ--- "'§S SEWER CONSTRUCTION NOTES _ULq— — —. — — 2 - 0 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN Q 1 U COVER PER CITY OF MERIDIAN STANDARDS. z I 1 I 1 1 I I I Q O2 INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. I _ _ _ 75 SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN 2 3 2 2 3 2 2 2 1 2 3 1 2 SUPPLEMENTAL SPECIFICATIONS. c6oN� MO_� <OFO H not M�� 2 p <OKN 0_' i(]d'N H ,.�(fM OFfO NH aOHLo NHaO NON c"o ODN NpM O +O,.j K Oj Olh u)a: 00= OKM ��N +o n +N �c5 oi0 t o �oN o 'ON I p o ado o O INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE ONN O� CNN +Out +N �O�r1 O u) N MO 7ON O 1 ^NN —^ QNN _N ±ON Noll" NC� NNN +o.) PER DIVISION 500 OF THE CITY OF MERIDIAN NN SUPPLEMENTAL SPECIFICATIONS. 1 I v~i�o n 1 (n Noo Qo 0oo 1 0 �00 1 moo 0a�� > n n moo moo Z I Z 1 Z I Z 1 Z I I N Z 1 Z I N Z SSMH-24 (48"0) 15 I I - STA: 10+49.77, 5.50RT 14 13 12 I 11 10 g 3 RIM: 2526.55 INV OUT: 2517.89 I 1 1 BLOCK 216 1 I 1 1 17 x� . 2532 2528 2524 2520 2516 2512 2508 m as � �� atom a 0 N 7+ N N N N+ N N H N j O I NZO = 2 .. � iR Z_ EX. GRADE � PROP. GRADE t) I W o W (n W W W W = W uJ 243 LF OF 8" PVC ®0.60% W z_ W _I W = Z J 224' LF OF 8" PVC ® 2.89% Q 11+00 12+00 13+00 2532 2528 2524 2520 2516 2512 2508 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 ## 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: 3739 LF. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 z z OAKWIND ESTATES - PH1 UTILITY PLAN & PROFILE 0 c o: MERIDIAN, ID 0 Kimley)))Horn '80© 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 KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w NO. 43 393000 IE -PHl-5.dwq lof 48 WATER CONSTRUCTION NOTES 8 7 6 10' I STRM' 1 I N ESMT 1 I +oN O ado �ON + I ^ o N H A C! � O F O N O H N0? z Hp N a�> In 0? —I — 2 3 2 J 1 r LU O — —W _ O ui N U) 8" W W 8" I 8" W < W 1 243' 1 371' 3­— n � w O SS W 13+04 ! ! S z J � I I 2 I 2532 2528 2524 2520 2516 2512 2508 BLOCK 3 1 I 5 4 3 2 ' 10' STRM ESMT co I O OD N 0 I O M ON N J Jul I Q p,JN M co IN�J- lNpf1 0 + OH 0 } 0 +O O O0 NO OM N O _ NOZ NOZ O O -'0 _ —JN 13 2 v oZ I 3 I I I I 3 I I 2 — -R=200.0 L=54.1' I 8" W I a" _J_ — I- 3 2 2 3 2 1 4 u� I�� ��o I�N X O(f^ N a� NI-N a-o r`H }O mo�pp NoN n0 oC�N a0p C'i N N + O M N } OIN N } O ^ N N M Iv~io moo I moo I a� a4� I I �o N N v o Noo v > Z I I Z Z SSMH-2I (48"0) STA: 12+92.64, 5.5ORT 6 3 RIM: 2526.44 INV IN: 2516.68 INV OUT: 2516.58 07' I — .LL I I I I 8 2 NONuX 3 a_ 0 I 2 _O0 I 2 0 I 3 N0— N + 0N + + 6 OItN CoNfM c�F ^N o Noo o f moo I I �� a� I > N moo N ul O O Z I Z I z I 2 4 3 SSMH-26 (48"0) BLOCK 2 STA: 15+16.15, 6.48RT RIM: 2527 00 0 I L S" W INV IN: 2510.09�� I 1 I INV OUT: 2509.99 —I I - I m rn _ Orrau nooO ucoi oorn 0p0 ua+N N 't �Ua� UJ+L"n ,f1NNH N o tO N u)+N�.. N N F = Z Z ?O VI »> eZZZ N �» EX. GRADE �» e N QE z z 12" SD �? PROP. GRADE STA:13+76.28 - N INV:2523.25 PROP. PIRR p CROSSING It "0) W I-_ Ji W W 2 W cn = W W 06 W (1)- W W U) z W J z = U C) 224 LF OF Q � 8" PVC ®2.89% 42' LF OF 8" PVC 0 2.95% O 13+00 14+00 15+00 2532 2528 2524 2520 2516 2512 2508 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 Q INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. Q INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEA 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. 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 4" SANITARY SEWER SERVICE O 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. ® 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 ## 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: 3739 LF. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH i 0 z z OAKWIND ESTATES - PH1 N TU 0 UTILITY PLAN & PROFILE a: 0 o: MERIDIAN, ID Kimley)))Horna '80 © 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 0 z Boise, Idaho 83702 208 297-2885 �0—, FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1"=20' 6 SCALE (V): 1"=2' w -PH1- WATER CONSTRUCTION NOTES E 2536 2532 2528 2524 2520 2516 2512 1 I I BLOCK 6 3 coo CIO NIA Q Q � N � .O �I� OO O�N + u) N MD 0 FUTURE OAKWIND ~ c' ~ ~V_> fn0? NO 9 I ESTATES 2 PHASE 2 T I (NOT A PART) — — r I r7 15+00 II o 76'[ PHASE LINE 5 — — — to SSMH-27 (48"0) STA: 15+02.81, 6.00RT 3 RIM: 2527.82 INV IN: 2515.26 NV OUT: 2515.16 1 BLOCK 4 1W W w _71 W I W U) 8" SS W _z J 2 C) H 75 Q N p NLO 00 0 .NN,r1 NaN,n 0�O,n m+�u)�N N n+ N N N ,nNH I N N N H NZZO I N-_ •• 0 •• EX. GRADE U) � z z z N FEZZ IV PROP. GRADE W W N2 C0 W W U) W Z_ J 81 LF OF 8" PVC ® 0.54% Q 15+00 2536 2532 2528 2524 2520 2516 2512 16+00 2536 2532 2528 2524 2520 2516 2512 FUTURE OAKWIND ESTATES PHASE 2 (NOT A PART) 14+00 r7 m IV) SSMH-28 (48"0) STA: 14+32.89, 6.00RT RIM: 2528.57C3 INV IN: 2515.69 INV OUT: 2515.59 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. �� , 3 ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER \ PER CITY OF MERIDIAN STD DWG W1 & W2. I ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. I BLOCK 7 ® INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. 3 ANGLE PER PLAN. W W ly INSTALL 2" TEMPORARY BLOW -OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF M MERIDIAN STD DWG W13. I= �I� J 40FN LO Z O J O O SON mph 1'O N �MO N�li 7: lL � o o0Z 8 I3 2 �' \ 44 1 __ Z 47 1 o, a" w 117' 1 14' 1 �- S 55 - • 163'' 15+00 SS I SEWER CONSTRUCTION NOTES 1 Lri-)60w 60' 1 r=� INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN - COVER PER CITY OF MERIDIAN STANDARDS. - � � INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. 3 SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND iD DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. SSMH-29 (48"0) INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE 2 3 STA: 14+91.86, 7.44RT PER DIVISION 500 OF THE CITY OF MERIDIAN n� V. 3 RIM: 2528.77 SUPPLEMENTAL SPECIFICATIONS. IN IN: 2515.29 N� rovt°i INV OUT: 2515.19 + M N 7 N 1 NOO V O I Z_ /II PHASE LINE) BLOCK 1 I ul OujZ mF)N ONO+NN" OO�N N+NNI-co N+,�jNNH NZO = NZO ..�»> 2 N .. N �>> MZ_Z N d.ZZZ rn F N r EX. GRADE PROP./ GRADE N W W 2 o Cl) -co � W u; llW^^ V! W Z_ _I _ C) Q 60 LF OF 8" PVC ® 0.50% 60 LF OF 8,. pVC ® 2.89, O 14+00 15+00 CO 2536 2532 2528 2524 2520 2516 2512 NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET ## 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: 3739 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 of the improvement plans by the District does not relieve the UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON Registered Engineer of these responsibilities. SHEET 02. BY DATE: AnA rrNiNTY 41rI4WAY niSTRICT 811. iW_ Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 z O OAKWIND ESTATES - PH1 UTILITY PLAN & PROFILE 0 c o: MERIDIAN, ID 0 Kimley)))Horn '80© 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 z Boise, Idaho 83702 208 297-2885 o FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn DESIGNED DRAWN CH MR O BKG SCALE (H): 1"=20' SCALE (V): 1"=2' NO. 45 393000 IE -PHl-6.dwq lof 48 i WATER CONSTRUCTION NOTES 2536 2532 2528 2524 2520 2516 2512 2508 2504 I I I SSMH-30 (48'•0) I I STA: 13+66.74, 6.00RT BLOCK 8 3 RIM: IN2527.79 INV : 2513.50 3 2 1 INV OUT: 2513.40 N O //V�� IO) H aJH piFN N Z,N�� NaHJ MH ZOJ �I��^+J N COH lOJ dO OWN 6 J � I �N ul H J � mJ +o 1 " N " Ln in +6 lo + + + + co I N rV-: MO + +o a— �'i —MO ul HMO +aMO a o a a l -o I o �O � l >oHi> a o vO? n O 009 0 zf/7 (n O wO cn O? I 9 8 2 8 2 2 4 6 2 3 2 10 8• I I • W I — — — — — FUTUREESTATES IND I 1 n 58 1 16' 1 1 78 13, 1 14+ 0 • .5 5+00 U WAVILLA ST PHASE 2 1oT 1 92 (NOT A PART) ! a• ! e• ss EXISTING OAKS SUBDIVISION NO. 2 (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 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. ® INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER PLAN. ❑9 INSTALL 2" TEMPORARY BLOW -OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN STD DWG W13. 10 CONNECT TO EXISTING 8" WATER MAIN. REMOVE BLOW -OFF VALVES WHERE CONNECTING TO EXISTING LINE. SEWER CONSTRUCTION NOTES I - - - - - INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN 1 5' 100 \ COVER PER CITY OF MERIDIAN STANDARDS. J — INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. 60 ss7H-23 .00RT STA: 14+74.08, 7.00RT 1 71' SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND RIM: 2528.75 4 / DIVISION 500 OF THE CITY OF MERIDIAN INV IN: 2509.12 / SUPPLEMENTAL SPECIFICATIONS. INV IN: 250902 INV OUT: 2509.02 — -� O3 INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE I3 2 MATCHLINE I SEE SHEET 42 PER DIVISION 500 OF THE CITY OF MERIDIAN M MHM MK00 I I 5 1' SUPPLEMENTAL SPECIFICATIONS. I ^Pf M O ^�N I 3 � N PROPERTY LINE ® INSTALL 60" DIAMETER ECCENTRIC SEWER MANHOLE M a M N I I � + L PER DIVISION 500 OF THE CITY OF MERIDIAN I ^ V_ SUPPLEMENTAL SPECIFICATIONS. IN V). Noo 1 2 I � o CONNECT TO EXISTING 8" SEWER LINE. 2 I Z BLOCK 7 BLOCK 9 \ PHASE LINE 1 O W L.— — a 1� 3 \� N N N O a M+N000 o M" r 17� N �NNH N Z J _ —O f>>> 2ZZZ v >> N EX. GRADE N K Z Z PRO__41 o z_ � � 8" PVC STA:14+90.08 o; INV: 2524.27 107 LF OF PVC ® 4.00,- 0 CONNECT TO EX. 8" SSWR PIPE. 92 LF OF 8„ PVC NV. EL: 2505.36' ® 4.009> 14+00 15+00 2536 2532 2528 2524 2520 2516 2512 2508 2504 16+00 NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. REFER TO SHEET ## 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: 3739 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 of the improvement plans by the District does not relieve the UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON Registered Engineer of these responsibilities. SHEET 02. BY DATE: AnA rrNiNTY 41rI4WAY nISTRICT Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES KEY MAP N.T.S. o GRAPHIC SCALE IN FEET 0 10 20 40 NORTH 0 0 OAKWIND ESTATES - PH1 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"=2' w NO. 46 393000 IE -PHl-6.dwq lof 48 IRRIGATION CONSTRUCTION NOTES � I I I I I MATCHLINE SEE SHEET 48 1 �...........�� 10 I 50 I 15 21 C 8 2 75 LF 6"PIRR- I � I 49— �4 LF 6"PIR 6 6 6 - 6 18 16 T A/ I 48 148 LF 6"PIRR ` I I I I I Y O47 I m I I 46 176 LF 6"PIRR I I I I 45 I I 44 FUTURE OAKW/ND ESTATES PHASE 2 (NOT A PART) BLOCK 5l 1 / % 57 LF 6"PIROR M m -1 > �1J V) 16 15 14 t59 LF 6" PIRR-j LF 6"PIRR 2D R68 LF 6 8 2 63 LF 6"PI MATCHLINE SEE 77StE.48 , ET �6 IRR 1 W DAPHNE ST ZL 174 LF 4"PIRR 1 7 11 8 2 70 LF 6" PIRR I 5 I I 1 024 LF 4"PIRR aIRe 10 16 17 16 BLOCK 3 R95 LF 6"PIRR 6 15 I 15 5 4 3 10 9 8 7 ^6 IIi\-80 LF 6"PIRR0 I_ 0 W APGAR CREEK ST R17 LF 6"PIRR _ BLOCK 2 R98 LF 6"PIRR- 16 15 14 13 12 11 10 9 8 7 6 5 53 LF 6"PIRR 2 8 16 11 2 , 95 LF 6"PIRRR �15 — 360 LF 6"PIRR R17 LF 6"PIRR To 17W7^ 43 �11_ 17 II ,5 I I 6 �88, 'i L S 18 16R 42 \ p 10' 16 I S/W O 41 I W I I I gI 1 40 z I I �205 LF 6"PIRR 39 f I I 38 I I I I I 37 = I I 6 16 11 52 >w I ^y 2 66' LF 6"PIRR- s, 11 fo I ....... n2 103 _LF __7 PIRR I pIRR PIRR PIRR PR1R 19 20 21 22 LO to 1� IV) I / / I ' I I I II I n0 — II 66 LF 6"PIRRR 6 II 16 11 PIRR 16 10 11 16 2 146 LF 6"PIRR LF 6"PIRR 2 8 / 4 1 .. _ .. .... z � I 15 C 0 5 I 4 3 2 1 N 88 LF 6"PIRR t 6D6618 168 260 LF 6"PIRR ct 13 16 Z 2 LF 6"PIRRRI 6pm PIRR Q� 7 15 47, 18 16 ' O 171 LF 6"PIRR R/W 8 m Z 31 32 33 34 5 33' 5' 35 S/W 9 k y Z W 0 10 251 LF 6"PIRR mIT 21 15 ® x S ;n 11 I I rri z 15 I 1 04 JJ SL :i1 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1 13 12 I 35 I 15 21 21 15 21 15 21 15 - I II II II I 30 LF 6"PIRR pw PIRR pm pw PIRR PIRR PER 18 16 �643 LF 6"PIRR Pry 15 Pra / 10 LF 6"PIRR 6 I�_j 52 39 LF 6"PIRR PIRR 25 26 27 28 W RIVA CAPRI ST 29 30 1 W McMILLAN ROAD _ 1111��1111���11� 1111111111111111 KEY MAP N.T.S. �1 INSTALL 4" PRESSURE IRRIGATION PIPE. INSTALL 6" PRESSURE IRRIGATION PIPE. INSTALL 4" GATE VALVE. INSTALL 6" GATE VALVE. R7 INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE CENTERED UNDER ROADWAY. INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE CENTERED UNDER ROADWAY. INSTALL 4" 90° BEND. 10 INSTALL 6" 90° BEND. 11 INSTALL 6" 45° BEND. 13 INSTALL 6" 11.25° BEND. 14 INSTALL 4" 11.25° BEND. 15 INSTALL 1 1/2" PRESSURE IRRIGATION SERVICE PER ISPWC STD. DWG. SD-902. 16 INSTALL P.C.C. THRUST BLOCK. 17 INSTALL 6"x4" TEE. 18 INSTALL 6"x6" TEE. 21 INSTALL 4" PVC C900 PRESSURE IRRIGATION SLEEVE FOR SERVICE PIPE. 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. AUTILITY CROSSING. SEE WATER NOTE 2 AND 3 ON SHEET 02. 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 NORTH OAKWIND ESTATES - PH1 IRRIGATION PLAN o: MERIDIAN, ID Kimley)))Horn 80© 2022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 Boise, Idaho 83702 208 297-2885 0 FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn SCALE (H): 1" = 40' 6 SCALE (V): N/A w IRRIGATION CONSTRUCTION NOTES I I I I I I APN: SO429440000 s APN: SO428325610 �D279 LF 6"PIRR—\ APN: I SO428325460 L BLOCK 8 15 2 1 I I W AVILLA ST LF 4"PIRR 2 \ 15 3 5 3 15 APN: x SO428325460 z \ 3 BLOCK 9 A 4 15 U> � \ 3 5 \ 15 3 \ 15 3 6 79 LF 4"PIRR 5 A e BLOCK 6 7 5 3 2 55 LF 4"PIRR 1 7 W MILANO ST 0 �D11 LF 9 �lll��llll���ll� Illl f�llllllllll ImmMaLLvi1A\t �1 INSTALL 4" PRESSURE IRRIGATION PIPE. INSTALL 6" PRESSURE IRRIGATION PIPE. CONNECT TO EXISTING 6" IRRIGATION PIPE/VALVE. INSTALL 4" GATE VALVE. INSTALL 6" GATE VALVE. INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE CENTERED UNDER ROADWAY. INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE CENTERED UNDER ROADWAY. INSTALL 4" 90° BEND. 10 INSTALL 6" 90° BEND. 11 INSTALL 6" 45° BEND. 13 INSTALL 6" 11.25° BEND. 14 INSTALL 4" 11.25° BEND. 15 INSTALL 1 1/2" PRESSURE IRRIGATION SERVICE PER ISPWC STD. DWG. SD-902. 16 INSTALL P.C.C. THRUST BLOCK. 17 INSTALL 6"x4" TEE. 18 INSTALL 6"x6" TEE. 19 INSTALL 4"x4" TEE. 21 INSTALL 4" PVC C900 PRESSURE IRRIGATION SLEEVE FOR SERVICE PIPE. 22 INSTALL 4" CAP FOR FUTURE CONNECTION. 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. AUTILITY CROSSING. SEE WATER NOTE 2 AND 3 ON SHEET 02. N.T.S. 1 10 15 / DICK 4 / GRAPHIC SCALE IN FEET 15 0 20 40 80 2 1 33' / NORTH S/W � 47' S/ 11 W ' R/w BLOCK OAKWIND ESTATES - PH1 146 LF 6"PIRR 12 IRRIGATION PLAN CIO 15 / j I / MERIDIAN, ID 15 I ■ = 13 2 Kimley)))Horn 95 LF 6"PIRR O2022 KIMLEY—HORN AND ASSOCIATES INC. i 16 10 79 LF 6"PIR0R 950 Bannock Street, Suite 1100 16 10 I I Boise, Idaho 83702 208 297-2885 pm DESIGNED I DRAWN CHECK[ 14 I MPO BKG BDM 6 15 LF 6"PIRR 1 • SCALE (H): 1" = 40' kIF?- FOR REVIEW ONLY SCALE V : N/A II Knowwmrsbebw. NOT FOR DATE: SHEET I Callbefif you dig. CONSTRUCTION 1 2s 2022 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE PROJECT NO. /) Q YOU DIG, GRADE, OR lamlepo Horn `t V EXCAVATE FOR THE 093893000 MARKING OF UNDERGROUND DWG. NAME MEMBER UTILITIES 3000—IRR—PH1.dw of