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Oakwind Estates - Phase 1 - Construction Drawings V1
n i APPROVED SITE DEVELOPMENT PLANS FOR 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 DESCRIPTION, WERE APPROVED FOR THE PROJECT: (NONE) 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 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 n i APPROVED GENERAL NOTES WATER NOTES D / =o 'v N o0 0 wz 0 a 0 a z 0 -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. IRe 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. ACHD NOTES 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 EXISTING OAKS WEST SUBDIVISION NO. 1 (NOT A PART) R • I I FOUND BRASS CAP AT SW CORNER OF SEC 28, T4N, R1W • - - - - - - - - N McDERMOTT ROAD - - APN: SO429440000 2 E — - N MCDERMOTT ROAD 51 -- 52 30 48 + -7 �. III I I I I I I LOCK 1 37 38 39 40 41 42 43 44 45 46 47 48. 49 50 mill I I 1I—I I I I I I I I —I I III I _�� _� ®• — -- — -- — L_ I — 36 N DELPHI AVE - - _ - ma 1 r 34� I� 17 -0� -- (III III �18 �� � — I 17— I I I I 11 33 -- II 16 w I I 1 _ - 16 19 IIII�_ �I�II 32 15 �O 15 _ I I CO I I I 31 �I III i0 14 21 14 — 30 I 22 I 13 O I FUTURE OAKWIND 1 - -hI 13— ESTATES PHASE 2 I I 29i III 23 I -12 i — — N - - (NOT AI PART) I - ( L— — — Y 112 I - r1I 28 _ I 11 I W f - 24 110 U0 11 I r �II 27 10- 1 l 26 II I 25 2 9 I 14 7 -- CL 10 M 1 I U t; .I - - `i 26 _9_N 9 V o I Y Q I 250 II OU�-- 8 U I� III --�I • lj I I _ 24 U III com 27 x _7_OI� III _8_ m I N cn it • I -R • x - r_+= ——� W m I zu 'I --m—,I'II Q III 28 1; �— - - I —7= I I III Q III g ;III I 6 -- o _f it I 23 I II 29—- 3 u jI — u ® 5 22 "1 I 21— I — — 4 _ — — 31 I � _ 20 - - I II 4 _ 'II I _ I I - I -- I I I 32 3 III �F- I OCK 7 I I 19 I BL _ _ 3 I ; III 33 I" I -2-I I I I x—� z 3 I r1 18 I 2 BLOCK 4 I J0 a 2 q — I BLOCK 6 _ I I 34 � O II III - 4 3 I- 1 I I I 1 2 cq IS 1 TR o c� U S 17 AL I ��J P I _ _ �I III _ Z I 1 Y _ 16 2 v S WA PALUSTRI ALUSTR/S WAY 7-J.1 52 15 N h ��' - 3 0 48 1 - - �! - \ 3 1 2 II 14 4 \ i \ 2 Z lil I r \ \ 5 \ g 1 I 13 — \ 4 3\ Q III I 1 I BLOCK , NO143'02"E - - 110 I I I I \ 6 \\ 5 \ \ " II i 14 i 13 1 12 I 11 I 10 1 9 I I 7 \\ 6 \ $ p5\ 37.0' 1 9 1 8 1 7 1 1\ BLOCK I I I I I I 8 1 N�5262 $ CN — 1� I — J � N88'59'18"W 1 BLOCK 9 ssr� 3.0' 1I00' 2"III 4'19'191 _ _ N1'00'4 'E - - 0,22'g�"W PROPERTY LINE APN: 142.1' 8' SO428325460 M ?� p2L N44'47'25"W N cD 1 PROPERTY LINE 28.5' 50.0' 136.5' S85'08'45"W 85. N 00 - - _ - _ � - NO'43'02"E - - 11.1' to 38 N TRIDENT WAY EXISTING OAKS NORTH SUBDIVISION NO. 1 MILANO pRIVE (NOT A PART) \ W IS FOUND AT NW CORNER OF SW j OF SEC 28, T4N, R1 W. — - �----p.� N1'00'42"E � — 1315.4' — 51 O1 0 0 \ In It oc I I PROPERTY LINE APN: I I SO428325610 O— I I I — I I LEGEND m GRADING PLAN SHEET NUMBER IIfi� I I I 1 j i LIGHTING AND SIGNING SHEET NUMBER I I I 3 I 1 IRRIGATION PLAN SHEET NUMBER WAY - APN: �IIII 2 I SO428325460 NOTE: Q III I BLOCK 8 i 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA N 1 II STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. I o i I N :Qa 3 171.0' I y I o I 4 I I i I m I o Z 1 T i GRAPHIC SCALE IN FEET I i 0 30 60 120 = I I a I z z. ' — — — I OAKWIND ESTATES - PH1 EXISTING OAKS NORTH ' I SU(NOTAlPART)ON ~ GRADING LIGHTING & IRRIGATION KEY MAP (NOT APART) - - i I o MERIDIAN, ID Kimley)))Hornz 02022 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 c 811. �kqW- Call b fb- y"„ 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 KimlepMorn SCALE (H): 1" = 60' 6 SCALE (V): N/A w 03 48 n i APPROVED �N OU ix o -oaou, 3QI za z�z?I � p- xo- z � Xw� N w >aoY m p mwz 0 o - ��za xza taaa �OoO ,�7-x'IR om amp Umw� �Io'o 00 �o >ONr _X _OxUU caoo 3mw�n 0030 OMmU M xwz 07�w EXISTING O) WEST SUBDIVISR NO. 1 (NOT A PAI APN: SO429440000 0 I N TRIDENT WAY � � I EXISTING OAKS NORTH SUBDIVISION NO. 1 (NOT A PART) LEGEND NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. PAVING PLAN SHEET NUMBER 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (D 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 UTILITY SHEET NUMBER UNLESS OTHERWISE NOTED EXISTING OAKS NORTH DRIVE SUBDIVISION NO. 2 VW MILA N (NOT A PART) Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT FOUND AT NW CORNER OF SW j OF SEC 28, T4N, R1W. CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C1 323.50' 33.94' N1'59'40"W 33.92' 6°00'41 16.99' C2 323.50' 33.94' N88'00'21"E 33.93' 6'00'42" 16.99' C3 423.50' 47.96' S85'44'39"E 47.93' 6*29'18" 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 1 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 S8230'00.00"E L8 63.35 S8230'00.00"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 S1430'00.00"E L14 35.34 S7'30'00.00"W L15 249.12 S7'30'00.00"W L16 87.03 N1436'08.54"W L17 37.66 N1'00'41.94"E L18 502.55 S88'59'18.06"E L19 33.20 N7530'00.00"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 GRAPHIC SCALE IN FEET 0 30 60 120 n i APPROVED DEMOLITION NOTES EXISTING OAKS WEST SUBDIVISION NO. 1 (NOT A PART) APN: SO429440000 IV I KIUtIV l WAY \ EXISTING OAKS NORTH SUBDIVISION NO. 1 (NOT A PART) I j wve M j --- EXISTING OAKS NORTH _ SUBDIVISION NO. 2 (NOT A PART) FOUND AT NW CORNER OF W OF SEC 28, T4N, R1W. ERTY LINE APN: SO428325610 Call bel— you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 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. z O GRAPHIC SCALE IN FEET A 0 30 60 120 = n i APPROVED GRADING CONSTRUCTION NOTES 0 0 OONz �ow� x" a=8� ol o o Nzz o�o o 000�a /M za NNaa tdaa d NmzQ moo "oWFI C M z D Ozs Qoc UOin� �x00 >S¢3 a I � Z. c I 3O�o ox ol§o oa1.1 w ro�w� � m„w MATCHLINE SEE SHEET 07 1 50 2526, MIN=2527.75 DG=2527.25 -x as I - 49- I I I I 3 � 48 � I I I Y--- I O 47 N J CD N - I 46 1 I - 1 45 1 I I 44 2526.74 I 25' I 2527.FG 1 - TO R/W 23' 43 1 2527.28 -FG_ TO B/C I i 8' 2527.38 FG Q L/S 42 I 252�_7.38 I Q Q 10' S/W-+ I FG I - - - � O 41 I Q - g 1 40 1 \ I 3 39 -- 38cl 1 /� - - 361 IN IN 1 2527.38 37 I 2527.38 1 FG FUTURE OAKW/ND ESTATES PHASE 2 (NOT A PART) 5 - 2527.45 c Im - 9597 d5 �W DAPHNE ST 27 I 2527.602527.60 .HI.�� .. .. - V)77T 2526.86 Lx- �iIFG BLOCK 3 FG FG 86 n 1 FG 20 1 117 1 16 1 15 1 14 1 13 I 1 1 1 1 112 11 1 10 1 g 1 g 1 7 N 1 2527 I60 12527. FG_ 2527.60 1 I FG 2526.861 FG I I I I 2526.86 1 FG- - - .2527 - 2527.16 - - - - N W APGAR CREEK ST 9597 1 Fi co z J J MATCHLINE SEE) . .... SHEET 07 252 7- I I ' I I I I II I I 2528.55 ?S28 - 2528.55 2 2527.28 FG \ 3 2527 2526.00 �I I -4 - 2527.15 Ij- -il D 0 2527.48 2527.48 2527.93 r / FG FG I I FG BLOCK 2 2527.93 5 0 I 1 16 1 15 1 14 1 13 1 12 1 11 1 10 1 9 1 8 1 FIG 1 1 1 2527.381 I 12527.38 1 \ \ \ - 2526.74 1 1 1 I I I 1 7 1 6 I 5 1 1 4 FG 3 I 2 IFc 1 \ u> \ 2527.28 \ 1 2527.48 2527.48 2527.93 1 -FIGFG 1 2527.FG- FG I 2527.38 FG FG27.38 I I D\ \ 2527.28 6 Cl- - - Cl 1 r 2527.21 � x x 2527.21 - 2527.65 -x x FG -x 1I 1x -1I x x 1 1I1 11I1I ,I FIG 2527.22 2527.22TT FG 2527.22 02575FG FG 2527.50 2527.47' FG 7.60 2527.46 2527.46 R/W_ 8 18 19 20 21 22 1 5- 11 2 I I I II I I27 28 29 31 32 33 34 135 5 1 335' zI I I 2 2527.50 1 1 1 S/W B/C S/WG FG FG - 1 2527 FG27.60 9 FG r- I � N BLOCK 2 - - 1 - - - - - - - - 2527 S - - - - 2FG 527.65 1 1- 10 C 526.10 U 2526.98 i W RIVA CAPRI ST I 2526.42 2527.65 26 252610 `r Of M m -7 - - - - 2527 FG 2528. cG I FG28.o8 1 k252�7.8: 1 1 1 5 1 4 I 3 1 2 1 I - 2528.08 I- I I FG28�08 I _�- 2526.98 I 2526.42 11 - - - / N BLOCK 1 2527 - 1 2527.22 FG 2527.22 FG 2527.74 FG 2527.74 2527.65 2528- j8F I I I I 1 1 G 2527.65 2528.02 FG FG 34 i I 33 I 32 1 31 I I 29 28 1 I I 27 I 26 I 25 I I 24 I I I I I I I 1 I 1 I 11 16 115 1 18 17 I I 14 02301 13 1 2527.22 FG I 2527.22 FG 1 I 2527.74 FG 2527.74 FG 1 2527.65 FG - jI- I I 1 2528.62 2527.65 1 I FG 1 1 j 1 2528.02 1 FG2 V \' 1 I 1 5 2530 2529 - 252912528 - I� \ 2531 2530 2531 1 2532 2532 2532 I 2533 2 3 252 2534 �2535 -- - 3 2 3 253t 2 3 2 52 3 2532 1----------------------- ----- -- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .... .... .... .... .... .... .D .... .. .... .... EP EP E E EP EP EP EP EQ E W McMILLAN ROAD 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. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES LEGEND PROPOSED CL/SECTION LINE PROPERTY BOUNDARY - - ROAD RIGHT OF WAY - - PROPOSED LOT LINES - - - - - - - - - EASEMENT O PROPOSED SURVEY MARKER EXISTING CONTOURS PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STORM DRAIN MANHOLE PROPOSED CATCH BASIN PROPOSED SAND & GREASE TRAP ZI.L 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 0 20 40 80 n i APPROVED GRADING CONSTRUCTION NOTES 0 0 o Oyz �o 0 -o x cwi x ao 0 I o �zz o Oho � o o �M za N N z 4 taQa d NmzQ �000 oWFI C M z I I L I I 1 I I APN: SO429440000 f I APN: SO428325610 APN: I I SO428325460 L - - - - ------------------------------------------------------ -- - BLOCK 8 M 1 3 2 I II I APN; SO428325460 10 MIN=2529.61 DG=2529.11 I 13 MIN=2529.08 DG=2528.58 J 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 O PROPOSED SURVEY MARKER EXISTING CONTOURS PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STORM DRAIN MANHOLE PROPOSED CATCH BASIN PROPOSED SAND & GREASE TRAP ZI.L PROPOSED PEDESTRIAN RAMP PROP. STORM DRAIN LEGEND LOT GRADING MIN MIN TOP OF STEM WALL ELEVATION DG ROUGH GRADING DESIGN GRADE 07I II L 1 ' KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 20 40 80 001. /ova 0 >Mwtt V x�R I �s ONoo D_-w Y X � O n i APPROVED N 0 O Np cv- e, O ao� o0w �N1z 0 �0 �0w= =x�w I a,s 0 I o �zz o Oho no�" o �M za O N z 4 to Qa D Nmz�a �000 NoWFI C M Z D_ V_ a 1 0 0 DOz 00 w� �xoo �S¢3 a I � Z. 5 3O10 oow- o x � oa I� w romp nm 4 f 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. 4 5. 5 SIDE SWALE WITH A MIN. OF 1% LONGITUDINAL SLOPE. 100 100 QZ 6. SLOPE FROM HOUSE TO SIDEWALK (VARIES). o 6 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 KDowwhat'sbelow. NOT FOR DATE: SHEET NO. Callbefif you dig. CONSTRUCTION 1 28 2022 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR PROJECT NO. O Kimlepo Horn EXCAVATE FOR THE 093893000 NOT USED MARKING OF NTS UNDERGROUND SCALE: M EMBER UTILITIES DWG. NAME p 3000-GD-PHl.dwa of 40 shts NOT USED SCALE: NTS 0 n i APPROVED PAVING CONSTRUCTION NOTES o�z NOO NO�`vi Or7>r c oza OOwo nz< xy �w� = �mNY > o> a-0rm oowz Ox" ON�r =za za o ao �ma< �0ww F N O T N . O o=a zw Na' n� wz 0 DOz Q O O UOy� �MoO � x >S¢3 -aN'z a I aow� �NOU 5 3O10 -0, ox 00 §' d 1 U n I w ro�w� � m„w 2532 2528 2524 -T M w BLOCK 1 I 10' a STRM a ESMT w I I I I 41 I 42 I I 43 I 44 I 45 I 46 o f 47 i 48 19 In N + STA:10+00.05 OFF- 25260'4T - PC TC: H STA:12+40.46 OFF:16.50'LT 27� TC:2526.19 STBA:11+01.37 2527 OFF:16.50'LT 21 N - - - - N TC: 2526.74 I - W _W 22 27 STA:10+00.00 GB 2526 W I 0 STA:12+60.15 I - _ ITC:2526.11 W ^ _ 11+60 N DELPHI AVE 12+0o OFF:16.50'LT W � � r7 m 25 �+ J � 25 STA: 12+40.46 27 22 Q R�Sp• ECR ECR- - STA:11+98.33 STA:11+46.67 OFF:16.50'RT -1 - PCC L OFF:16.50'RT TC:2526.36 PT STA:12+58.80 4 9 1 In 27 TC:2526.56 7 7 STA:12+40 46 OFF:16.50'RT * I I GB ECR�MATCHLINE BCR OFF:16.50'RT TC:2526.11 GEI 5 17 STA:11+01.37 STA:11+61.67 I STA:11+83.33 TC:2526.19 GB -60.15 -STA:10+00.00 OFF:16.50'RT OFF: 31.50'RT SEE SHEET I ^ OFF:31.50'RT OFFSTA:: .55'RT OFF:16.50'RT BLOCK 2 7 TC:2526.57 OFF:16.55'RT TC:2526.74 TC:2526.55 N TC:2526.111 TC2526.34 - - - - - ECR 18 I I I I STA:12+77.05__,, OFF: 36.08'RT TC:2526.33 17 - BLOCK 3 - -I - - 16 II I I I I 16 19 20 15 I 15 I 23 10' STRM ESMT 491 50 y Uj PT Q STA:12+74.40^� a STA:13+39.64 TCF2526.017T 040l �) �OC 2526 42T 1-- I FUTURE OAKW/ND STA:12+74.40 ESTATES 27 STA:12+95.05 ' ---PHASE 2- I (NOT A PART) 25 � I �24.. oJ10TC:2526.39 STA:13+39.48 13OFF:16.51'RT TC: 2526.43 0 x_Xn �o(6EC� o + ulSTA:13+33.05 OFF:16.50'RT � N¢TC: 2526.40 LLo.05 SEE SHE 'RT MATCHLINE ASE LINE r r) O O Np O p In r~il �p LO Z 6i w+ Z O01 L W J+� _ Cq �04 cv EX. GRADE r (nd (, AT `� Q N I-N QN 3 �N 0_(n 0_ Ina acaa v~i a a (0 a �n cV -0.40% PROP. PIRR PROP. GRADE N CROSSING AT CE PIRR v-PROP. CROSSING O1 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 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. 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. 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. GRAPHIC SCALE IN FEET 0 10 20 40 001. /O Fa 0 >Mwtt V x�R I �s O 2 .N %w�a K-w n i APPROVED PAVING CONSTRUCTION NOTES as d U wo 3z = cam+ o a�> o�Y 0z0 0 M U> =a¢ � al � oI I =� o0 � oo4w U 0 U m x 1 10 00? N 00 0 _ 06 N p O o1w �0o wo p 0zz 3 a N=Ui I C, dmNY F > o 1 0 m 00wz 0 x.o n /=zQ N azQ oM �ma< F N O o Nw o a! w� /dad 0 oozy ¢o U 0 vim /Mo0 ' x >S¢3 -dN'z a I �NOU 3 0 1 1 -0, o x w o Iz Sa1.1 n I w romw n m„w 2532 2528 Fk*z'1 i%-y*'a 1OtOO 9 V N ' _2528- N 00 00 N w O O 011 = O O O O � N W +� N O N Z J O CL +- �_ � O0 o ON +O (6 —0 Z� N O) +O J+� Q N m H .. O r EX. GRADE +� o S �� � �� Ln O N ZN O� O N = O N 0 (n d �AT N ¢I—N 0O +co a (nd ¢N N ��� ¢ N ¢ N ¢N M(nd mN 0(nd m HN (0D (nd �(nd cD In 0- (nd - 0. 40% ¢ N N a +1.74% +0.40% -2. p0q PROP. GRADE N +2.00% AT PROP. PIRR -6.25% N CROSSING +6.25% PROP. PIRR CROSSING 14 O1 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. 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. 2532 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. GRAPHIC SCALE IN FEET - 0 10 20 40 001. /0 Fa 0 Z. V x�R I �s ONoo "W �a Y DX - O -w n i APPROVED PAVING CONSTRUCTION NOTES N=U� a-m�, > o> a-olm oowz p x�o o. " /=za za o m a . �ma< �oww F N p0 ozw =aN< n� wz 0 I oozy aoo joQ� >S¢3 -aN'z a I aow� �NOU 3O10 -ow. - ox o Izo o d U w romw r7 m„w J O 2527_ r I- W W 2 U) W - �W U) W Z_ J 2 U F- Q 1•r STA:13+71.92 OFF:18.00'LT TC: 2526.93 PC --------STA: 14+19.88 _ _OFF:18.001T -F- TC:2527.12__ T� \ A:14+11 14+00 A:13+71.92_ F: 18.00'RT 2526.93 -rx I allo BLOCK 4 N A V ECR STA:15+44.70 OFF: 38.00'LT TC: 2527.46 BC STA:15+24.70 OFF:18.00'LT TC: 2527.54 I I I N N I � N N I MATC I HLINE SEE SHEET 15 R II PT L 25STA:14+19.88DAPH�15+00 OFF:18.00'RT + BC� TC:2527.12 - STA: 15+24.72 OFF:18.00'RT STA:15+61.20(, n TC: 2527,54 w I c� bii I I BLOCK 3 0 N Ln N IL 5 1 4 I 3 I 1 I 1 12527 1 I I i , 1 4+ +0.40% PROP. GRADE N AT PROP. PIRR CROSSING STA: 15+44.72. - OFF: 37.67'RT TC: 2527.63 STA: 15+45.24 OFF: 47.69'RT TC: 2527.78 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+oo STA:16+58.51 252 OFF:18.00'LT 27 STA:16+58.51 25 3 - TC:2528.22 17+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� i TC:2528.22 TC:2528.72 BCR STA:15+77.75 OFF:38.61'RT TC: 2527.68 / STA:15+78.11 1 MATCHLINE SEE SHEET 14 44.78 TC: 2527.787.78 STA:16+24.54 OFF:18.00'RT TC:2528.00 I 2528 2 BLOCK 1 \ 1 2 s J00 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 O1 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 00 w N 0) ^ K N L2 �� a. cnD- EX. GRADE ¢ N �AT1� mav~id 2528 +0.66% cNi PROP. PIRR CROSSING 2524 2522 + _; + _; 1;+ 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 n i APPROVED PAVING CONSTRUCTION NOTES o� aa3 a�4m U � U � 01 j N 0FN O x N � o S N IL caou, M C, =al �w �mNY > o> a-01m 00wz O . " ON�� !=za a-o za o�`. �ma< �ow� F N O N o0 _ oa zw Na' n� wz 0 I oozy ao�, UOy� �MoO � x >S¢3 -aN'z a I aow� �NOU 5 3O10 0 0 , o x 00 §' Sa1.1 w 00 M � „w `k46514 p4wwI.7 R4*z'5 `4*404 O1 CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION DETAIL ON SHEET 25. CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 42 I I I I I OS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD I I I I I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 6" THICK CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENALSPECIFICATION �^ I STD DWG SD-710B. BLOCK 2 I O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD N I I I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 17 I N 18 I 19 I 20 I 21 I 22 I 23 I 11 CONSTRUCT 2' RIBBON CURB PER ACHD 41 I 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 - --STA:10+00.00 o A: 10+00.00_ - OFF:16.50'LT _ - - - - OFF: 16.50'LT ACHD SPECIFICATIONSSUPPSTD DWG LEMENTAL NSTALL STD E III TDWG R OFF:16.50'RT OFF:16.50'LT ITC: 2526.14 I I j - - - TC:2526.81 SD-610A. SEE SHEETS 27-28 FOR DETAILS. BLOCK 1 TC:,2526.34 TC: 2526.34 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 - - I - - 252� SECTION 8200 STD DWG BMP -jWITH ANGULAR 3/4" � TO 2" ROCK WITH MIN. 50% 0% FRACTURED FACE. ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEETS n 27-28 FOR ADDITIONAL INFORMATION. STA:10+17.05 26 20 OFF:28.73'RT 17 Z526 W 20 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL 39 TC:2526.41 11 \ 22 = SPECIFICATIONS STD DWG SD-627. INTERNAL WELL STA:10+19.02 It+oo 25 � SHALL BE INSTALLED 5' FROM THE END AND EDGE W RIVA CAPRI ST 12+00 W OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A OFF:21.50'RT 6 �- - _ �_ - - TC:2526.34 2526 17 n m -� - - -I - U) _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: 32.58'78 21 U _ _ cn � �Zy2�^ THE ACHD STORM WATER DESIGN GUIDELINES SECTION OFF:3 526.37 36 - - - - - Q- 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. SEE L _ TC:2526.PC 22 SHEETS 27-28 FOR DETAILS. PC 22 67 STA:10+44INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE . OFF: 43.74'RT I 2527 4 9 1 2527 STA:12+37.36 PER PLAN. SEE SHEETS 27-28 FOR DETAILS. I I TC:2526.52 _ _ _ OFF:16.50'RT I 23 INSTALL 18" SDR35 PVC PIPE OR APPROVED EQUAL. 1 I 5 PT - I - 1 I TC:2526.81 + LENGTH AND SLOPE PER PLAN. SEE SHEETS 27-28 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 I BLOCK 1 ADJUST MANHOLE RIM TO GRADE. I I O o I 34 I 33 I 32 i 31 i 30 I i I 29 5 STA:10+52.46 I 27 INSTALL SURVEY MARKER. I I m 2528 OFF:78.07'RT Iw I TC:2526.97 a N 35 C N } I I I I I I I I I I � M M � p O Z^rn J CO 0)co p + N� Z O� 000 UNN o D ++ 7 EX. GRADE a ` CD - a U 04 ON `AT :2<n0- 0 co H N s Vna Q N/ CO - 0.40% v.. -0.40% PROP. GRADE AT (iL 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 2532 UNLESS OTHERWISE NOTED. 2528 2524 I`4*40a 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 40 001. /O Fa O >Mwtt V x�R I �s O 2 .N %w�a K-w n i APPROVED PAVING CONSTRUCTION NOTES o� ID aa3 U�Um ONa NOON O x �ILo10 .0-.. M=wi =al �w a_mNI > o> �ozm oowz ox�4 �N�r =za za o M a . �ma< �owz. F N p O o=a zw Na' n� wz 0 oozy ao�, �MoO � x >S¢3 -aN'z a I aow� �NOU 5 3O10 o 0 � - o x o I oa1.1 w 00 M � „w .2527 2532 2528 2524 2522 --,--r--,---- �► � I I I m BLOCK 2I I w 24 I , 25 i 26 i 27 i 28 I 29 I Q II w 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 F- W W = I C W13+00 W - F2527�- W _f Z_ /r I --I 26 2 C 7 -'�, 7,: T 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 -� m -� ► •• 23 I 31 i 32 i 33 i 34 i 35 19 STA:15+73.71 - OFF: 16.50'L I - I 1 9 4 TC:2527.03 - 2�_--2527 -- - -�--_ �STA:12+137.36 TC:2526.42 20 2 1 9 4 OFF:16.50'RT --TC:2526.81 - -4- GB - - - - STA:12+79.73 OFF:16.50'RT TC: 2526.98 (BLOCK I 1 28 i 27 i 26 i 25 i 24 i 23 I 22 I 21 I 20 I I I I I I I I I I Cfl M M M 00 + o EX. GRADE o X:C (D �N AT �0 I-�V) N QN +(0 Q ~ �(na to d u') QN 0.40% " cn d -0.40% PROP. GRADE AT q- 15+00 f- W W 2 W W W Z_ ___I 2 C H STA:15+73.71 - - - OFF:16.50'RT TC: 2527.03 2528- - I N 19 i 18 i NI 17 I I I --I-- I ':_-_2528 I - +0.40% 25 STA: 15+73.711 in O1 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 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. GRAPHIC SCALE IN FEET - 0 10 20 40 n i APPROVED PAVING CONSTRUCTION NOTES O ? N O O N O vi Ox Ja co�oo N � O w u� �owo Onz< - �x- �mNY > o a-01m oowz O x " n' �" =za za o a. �mQQ y0-- F N O T N . O o=a zw Na' n� wz 0 oozy aoo >S¢3 -aN'z a I aow� �NOU 5 3O10 -0, ox 00 § , oa1.1 n I w roMw n m„w 18- n I N I MATCHLINE SEE SHEET 13 STA:10+00.04 I2 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 OFF: 11 4.14'RT-__I TC: 2527.84 1 STA:10+00.04 OFF:16.50'LT TC: 2527.03 33 I 10' ESMT 19 x 34 I I o w I I m w c� - Q a w I I � 35 I x PC _GB STA:11+O8.00 STA:10+70.72 OFF:16.50'LT OFF: 16.50'LT TC:2527.46 TC: 2527.31 - - - -x-x LO 201 2 10' I I STRM ESMT I-- -- I -- �I 231 I I N STF,16' 8.57 2 OFF:16.50'LT TC:2527.78 BLOCK 3 it GB- STA: 13+14.82 BLOCK 2 I - OFF: 16.50'LT TC: 2527.84 1 CR 2s ECR I1�'CGN`�NE I STA:12+70.69 ?i L ISTA:12+49.03 . Mr` EE1 OFF:31.46'LT 1 TC: 2527.15SEE SN8 \ TC: 25�7.1 ECR BCR STA:12+3BCR STA:12+84.95- -OFF:16.50'LT OFF:16.50'LTx 1 / TC: 2527.72 17 TC:2527.52 I 26 � 26 6 ^ _ U 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 1 PT kv) 4 9 1 STA:10+70.72 OFF:16.50'RT I I I ??p - �PT I STA: 11+08.00 STA :10+50.76 OFF: 16.50'RT OFF:62.72'RT TC:2527.46 TC:2527.51 11 I I 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 STA: 11+58.14 R7s' OFF:16.50'LT 26 _ 13+00 0 TC: 2527.21 / 25 27 STA:1 ST 'IS SAY STA: 12+59.86 27 N PAL U 12+00 27 STA: 11+58.00 GB i STA: 13+14.82 J 17 / OFF:16.50'RT TC: 2527.84 7 OFF: 16.50'RT TC: 2527.78 GIB J_ 20 STA: 11+57.88 \ \ OFF:16.50'RT \i TC:2527.21 \ \ i \ / BLOCK 2 \ 3 \ \ I \ \ \ \ 5 4 \ \ \ \ J I 6 \ W W i/) W W U)Lu - z '- ----- - I U H Q 2532 O1 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. � w'n CN N N � N I �14 o rEX. GRADE o �_ + � � � 00 z 4 rn 0 �-It � � 22 12 13 O 0 AT 000) MU MN M� M^ ¢ M� M^ LO ±^ / `nN~¢N �� �� o M� �NLr) �In cj �� �21- - _ w o� Z r- u� +^ N m QQH H-� .. (n 0_ m QN H .. QN 3 m H .. QN no H QN H .. QN -21- O _ N m N N co an d co V) f1 a .. N fl co an d 0 V) f1 2528 KEY MAP a co 0 V) m N +0.40% +2 OOq N.T.S. + 1.40% -0.50% +0. 00% GRAPHIC SCALE IN FEET - +0.00% 0 10 20 40 PROP. GRADE N AT ( PROP. PIRR CROSSING _ - __-.--_ - 1+ , 1 + , 2524 12522 1 4+ _; Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED PAVING CONSTRUCTION NOTES air tea¢ TI w� 0 ox � 3 a�4w u a a m Ir w Nax oo0? NOo ro xZa O U c>oo olw �o wz � M z a a=w. o mNm > o> a-ozm oowz p . " 0N�r /=za za o M a . �mQQ y OwO F ��T� N oo _ oa zw Na' n� wz 0 I oozy Qo�, Uoin� /Mo0 � x >S¢3 -aN'z a I aow� �NOU c 3O10 o 0 � - ox o1§zo oa1N n I w oo Mn „w 4.1116Y'a 4*11 1 I1!4.*zs d o dl -I- I I I 4 I I 3 BLOCK 4 I STA:14+12.82 I 2 I OFF:16.50'LT TC: 2527.50 I W --- w _ F C) 14+00 LL1 (W 1U 10 J fn 15+00 1 PCC TA:16+03.96 OFF: 13.93'LT TC: 2528.17 ECR _z52s STA:16+36.89 OFF:32.12'LT PC TC:2528.12 STA:15+95.56 OFF: TC:528.232528.23 26 TR/S=_� 16+00 \ 25 STA:16+13.94(2 STA: 14+12.82 OFF:16.50'RT 4 9 TC: 2527.50 1 I I BCR_Z STA: 16+11.85 OFF:16.50'RT 25' TC: ??? I 14 13 12 I 11 m 10 BLOCK 9 N I I I I o PHASE 2 I PHASE 1 - 5 , PHASE PHASE 1 i BCF OFF MATCHLINE SEE SHEET 19 TC: ECR - STA:16+95.00 OFF:16.50'LT LO \ TC: 2528.63 N 1- a0 J O � Cn M ' Ip 7 CD _ M O O r O N + D N N + N N LLI Q LwN U W (n0H NO~ STA• 17+05 43 _ (n D3 \ OFF:16.50.IT LLI _- 26 TC: 2528.67 17+00 j STA:16 55.19 27 + 25 Z _ J _ Q 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 g I I 1 I I 8 1 I I I 1 I I r7 w� EX. GRADE + Nw u7 of N Ib NNN tb o co Ib N N AT 2 co 't -t co w O �r- = 00 00r- 7 cor- W oD ZNoo U Ill Q�N +UMN +^ M� ¢ �� �^ M� J+� �N/L H Q N LO If) m N m a� N 6: Q N an Q N 3 Q N Q N Q N In < I-- cD v) N IL a n rL n rL N L co +0.00% +0.00% PROP. GRADE AT O1 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 2532 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. GRAPHIC SCALE IN FEET 0 10 20 40 n i APPROVED 7=wi a- M > o> a-o1m oowz 0." N�r /=za za o M a . �mQQ y OwO F N x x N p O _ oa zw Na' n� wz 0 I oozy ao�, UOin� /Mo0 � x >S¢3 -aN5 a I aow� �NOU c 3O10 -0, � - ox o1§zo 0 d 1 U w 00 M I' 0 PHASE 2 PHASE 1 3 FUTURE O KW/ND ESTATES PHASE 2 (NOT A PART) STA:17+05.43 I OFF:16.50'LT TC:2528.67 - 2 � j -- PT W 26 STA:17+68.24 OFF: ( TC: 2528.92 2528. 17 W - o-- ---�-- (A Uj t Z ,R - i 0 529 STA:17+05.43 \ OFF:16.50'RT TC: 2528.67 \ 7 9 I \ W EX. GRADE � AT _ U 0 ^ 00 N Q N � PROP. PIRR CROSSING BLOCK 6 1 STA:18+52.83 OFF: 46.99'LT TC: 2528.91 ECR STA: 18+53.08__-- OFF:36.99'LT - 7 _TC: 2528.95 BCR - --STA:18+33.08 OFF: 16.50'LT- _TC: 2529.18 .257"9 )STA:17+68.24 PT STA: 17+68.24 OFF:16.50'RT TC:2528.92 \ -2530 3 STA:18+88.33- OFF: 46.98'LT ETC: 2528.91 BCR STA:18+88.03 OFF: 37.401T ' 1(7)�TC: 2528.95 I BLOCK 7 STA: 20+06.68 2 OFF:16.50'LT TC: 2528.78 ECR \ STA:19+09.10 - r� `OFF:16.50'LT R20,N TC:2529.49 �✓ 1gk00 R27 STA: 19+08 16 0 S WAY 26 25 STA: 18+70.48 27 _ ' PCC STA: 20+06.68- 8 STA:19+02.52� OFF: 16.50'RT OFF:16.59'RT TC:2528.78 PC TC:2529.46 I STA: 18+70.08 OFF: TC: 2529.33 2 \ � 1 0 3 1 4 9 1 \\ I \ \ 4 1 \\ BLOCK 9 1 5 \ \ 2531 \ \ PROPERTY LINE M O rM 00 + Lq PROP. GRADE AT �A N a N H U) 0, 40% -0.77 "in % EX. GRADE PROP. PIRR AT q CROSSING 529 CD 04 W W 2 07 20+00 W W W - - W Z_ J H 2529 Q 7E PAVING CONSTRUCTION NOTES O1 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. 00 c0 Ln Lq M L n O Z CDC r7� �n ¢ IMF J+00 ON 000 NN 000 NIN SQ +0 000 ULO Q� N V N 3 Ln Q N CO[ :2 V) L C7 m (n d CD N tl d (n (1 +0.00% 2. 2532 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. GRAPHIC SCALE IN FEET 0 10 20 40 oo�r� /oFa 0 >Mwtt V x�R I �s ONoo %w�a K-w n i APPROVED o� (D aa3 U�Um ONa NOON O x S IL oo cN N=wi a-' NY > o> holm oowz o o." N�r =za za om`. �ma< �oww F N O T N p O o=azwN< n� wz 0 oozy Qoo joQ� >S¢3 -aN'z a I aow� �NOU 5 3O10 -ow. - ox o 0 o d N w romw n m„w 2528 2524 2522 I I 17 16 i 15 I 14 0 I —I— --�— f O STA:10+31.50 OFF: 10.00'LT W TC:2526.55 2527 - LU — — 10100 LU W — - - CO I- _Z J - 2 26 3 I 1 I I 12 I 11 PAVING CONSTRUCTION NOTES O1 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 I 10 I 9 I I — GB STA:11+86.39 I I STA:12+85.75 00 OFF: 10.00'LT OFF:10.00'LT TC:2527.16 TC:2526.55 H — — W — — w_— —- 2 (n fp N +00 w 13+00 - �W APGAR CREEK ST - � I — — �� W _Z J 2 U S1 A:10+31.50 T 527 _ ~ OFF: OB Q STA:11+86.39 STA:12+85.75 TC:2526.55 I I I OFF: 10.00'RT I I OFF: 10.00'RT Q I J— 1 13 11 I— C:2527.16 I TC:2526.55 16 I 15 i 14 i 13 i 12 I I I 11 I 10 I g BLOCK 2 I I I I I I I I .�x ----- _x ------- Jx— )g x —X O O 00 � O � OO W O - 0) 7 O 00 O N cp N N +O +� J+M + �N W N J00 QN ON ON U�N f) QN EX. GRADE =c+y (0 QQ na m �N QN cQ�N 0 V) AT ��0 N (D (n L M~ cm (n 6, cD cna Q H �cna _2 0 �o 116 , L�J +0.40% -0.61% k6o PROP. GRADE AT Z I+ 1 + 1 '+ , 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. GRAPHIC SCALE IN FEET - 0 10 20 40 001. /0 Fa 0 >Mwtt V x�R I �s ONoo K-w n i APPROVED PAVING CONSTRUCTION NOTES N=wi > o> 10 m oowz 0 x�O ON� =za za o ao �mQQ y OwO F N O 2 N N p0 oM =H� n wz /aa� 0 I oozg aoL, 0 8 - "n w, x >S¢3 -aN'z a I aow� �NOU 3 0 11 0 0 � - ox 8)Izz Sal., w roMw n m„w I- W - W 2 W I - W W Z J C Q 2528 2524 2522 x x -x - ® I e x- x x 'x--I ✓'� I I F- T- - 2szs I � I 10 10 STRM o STRMI ESMT M ESMTI I w 8 I 7 I 231 d I I BLOCK 3 I I I o 5 LU v I I 5 I 4 3 I 2STA:15I 31.36 + 19 I OFF: 10.00'LT II TC: 2527.12 STA:12+85.75 I I I GB 2528 - -1 GIB 1 OFF: 10.00'LT STA13+76 28 STA:15+29.32 TC:2526.55 I 1 - I I OFF: 10.00'LT I I OFF: 10.00'LT I TC: 2526.00 TC: 2527.15 ®® I I STA:15+05.05 - - 21 2527- OFF:9.97'LT TC:2526.97 13+00 g 252 22 25 �� 14+00 STA:15+29.6227 ~ All W APGAR CREEK ST; - 0 15+00 c) �� 2y2e 18 - STA:15+02.55 27 26 2527 STA:12+86.12 -OFF:10.26'RT I GB TC: 2526.57� STA:13+76.28 - - OFF: 10.00'RT I 252 TC: 2526.00 5 8 i 7 I I I 6 I I I I I - - 26 � PC STA:15+02.55 STA:15+2918 OFF: 10.00'RT OFF:9.98'RT TC:2526.95 TC:2527.15 STA:15+31.34 1 OFF: 10.00'RT �\ I I TC: 25127.12 o 4 3 2 I 1 I o BLOCK 2 I I I 1 17 ---I--! --� -- x-x---x�v H x *--: N rNj M M N DD u1 EX. GRADE of o '4-00 't 00 � r, ZN� �Lj AT �N �N �N 00 N In cD - (6 � c0 QN m HLo N M cD <n� () noHN QN a tnd - l' H Q N N. + v~ia H- "2 N in a Q ur) N -1.507. +2• 00% m o +0.75% MATCH LINE STA:15+31.35 +0.00% P:2526.87 N PROP. GRADE PROP. PIRR AT CROSSING -+ 1 11 1 1 +'' O1 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. 2528 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB UNLESS OTHERWISE NOTED. 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 n i APPROVED PAVING CONSTRUCTION NOTES as d U wo 3z = cam+ o a�> o�Y 0z0 0 M U> =a¢ � al � o 12t I w0�3 o0mw UnUm x 0- '0 ? N o o - �M>F olw �owo 'o=z 3:n-a o=Ld dmNY > o> a-01m oowz 0." �N�r /=za � I za o ao �ma< �oww F N O T N o0 _zw<- oa Na' n� wz 0 I oozy ao�, U 0 vim /Mo0 � x >S¢3 -aN'z a I aow� �NOU 5 3 0oo 11 -0, � - o x w o1§o oa1N w roMw n m„w 2532 2528 2524 FUTURE OAKW/ND ESTATES PHASE 2 (NOT A PART) N V� 42 LU y BLOCK 6 ,a a 3 STA:15+53.92 J 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 I PHASE LINE TC: 2527.88 W MILANO ST VL ------------- I 5 Tj 2529 2528 I l J S 42 LO N'I TA: 15+53.92 OFF:16.50'RT TC: 2528.09 1 BLOCK 4 NN F- W W7 2 CID LU 07 - Lu Z 2� N � 42 C11) C11) = BLOCK 7 a 11 i -..� a N 3 � \1 rn 00 N \ J 11 QQ9 STA:15+09.81 V I I 0 TC,2528.91 � 3 to N N � � W 00 EX. GRADE Lo r`i co +rn �AT q �� a n04 S N LO Z Q N Q� N H m N d (n O_ �cna cD v>a 0.40% +0.40% PROP. GRADE AT 2532 2528 2524 2532 2528 2524 STA:14+48.50 OFF: 16.50'LT � TC: 2' 14+00 STA:14+46.50 OFF:16.50'RT- TC: 2528.66 FUTURE OAKW/ND ESTATES PHASE 2 (NOT A PART) : (C Q 3 V1 � O V) �_ W O N It N + J n Ip 0) a � _+ 00 EX. GRADE C' z a N I N AT rk V) a v~i a a cD v> cn a / 0.40% PROP. GRADE AT ITE 2532 2528 2524 O1 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 n i APPROVED PAVING CONSTRUCTION NOTES dmN� > 4o Y to m oowz ox�o ON�� =za za o ao �mQQ y OwO F N O N . O oM =H� n wz c' I 0 oozy ao Uoy� ,Mo , xo >S¢3 -aN'z a I aow� �NOU c 3O10 -ow. - o x w o Iz o d U n I w romw n m„w F4*Z V N 1 I I I N M N I I BLOCK 8 N � 3 2 I 1 W W 42 Q Q 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 2529 TC:2528.07 2530-'j STA:15+75.68 OFF: 16.50'LT - - - - - - TC:2529.73 Ln ) U � FUTURE OAKWIND 25 25 EXISTING OAKS ESTATES 252a 14+00 \_� \ 15+00 WAVILLA ST U SUB{e1IWS10N NO. 2 - - PRAISE 2 00 26 M 27 STA:14+80.08 -"' m - (NOT A PART) - (NOT A PART) 13 + \?s29 ti� � � CD O. N 43 Lon N � r a° 11 i - BCR ri- 00 va~i + 27 rn 00 N �- n STA:14+42.53 7 (0 � , N 7 1 i STA:15+75.68 OFF: 162529RT a C� N a L OFF:16.50'RT �252 $ TC: 2 �6.52 N o 0 I- 0 N�BCR ),STA:14 a 9 5 1 TC: 2529.73 / 1 STA:13+90.85 ECR N 96.58 ECR OFF: 16.50'RT STA:14+63.58 TC:2528.05 OFF:36.82'RT OFF: 36 41'RT MATCHLINE SEE SHEET 16 TC:??? STA:15+16.60 TC:??? _ + OFF:16.50'RT PROPERTY LINE 1 ) I I N TC: 2529.19 2 1 BLOCK 9 N BLOCK 7 1 �' 2 42 PHASE LINE 1 \ w M Z Lci J � � � F + L2 0 w N If) w 40 Z 0 I2 PROP. GRADE a V~i a + c6 AT rk = M U ILO Q N V> d +0.91 % EX. GRADE AT q- IP446YA 2528 2524 O1 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 40 001. /0 Fa 0 >Mwtt V x�R I �s O 2 .N %w�a K-w n i APPROVED PAVING CONSTRUCTION NOTES as d U wo 3z cam+ o o� �o w_ o &_ O a3 U - N N No�z O o o6O;F 0 000 > 11 O,Oza ozz = x- �=w a 0 omNY > o> 1 0 oowz Oxso ON�" =za za o M a o �mQQ y OwO F N O N wO =H� o n wz C' I C) oozy ao UOy� x '.0 � >S¢3 -aN'z a �0w. �NOU o 3Ooo oow- ox o Izo oa I n I w romw c" o 001. /ova 0 >Mwtt V x�R I �s ONoo %w oa K-LL Y X � O 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 2528 DRAINAGE INFORMATION I I 16 16 2527.98 FG \ 35 N 18 2527.83 \ I a FG 5 2529 2527.88 I BLOCK 1 34 I 33 I 32 I 31 I 30 I I I 29 2527.76 17.FG ? 39 - f> EX P/ME53 24\ 5 2527.FG w - - - 2S2 G I+I NN \\ 37 ryg9� w 27.09 FG2531 a_® 2531 2530 37 2532 w 2527.50 2527.22 34 2532 N P/ME 'F38 2527.78 35 5EX N 2535 2528.20 .17 25292528.15 FG _FG_ 2528.07. 2528.09 - - 2528.13 L_ FG FG - 2528 � - 35---FG----22528.098- - N o----FG------- c 36 2527.5P o EP E 2527.52 E' X 2527.50 EFL v EP F_ W r U) F_ LU Z .J 2 U Q 0 1 25 i 24 i- - 2527.14 EX 23 i 22 2527.95 EX -- 2527.93 -- EX W McMILLAN ROAD 28 i 27 i 26 2533 _ - _ _ _ _ -FG_ - _ - I- =77 ILL 2S2g W 2528.25 28 2528.84 = -----FG.-- -- -....-... -....- --------------FG------------- 35-- U) 2528 -........ ....-.. U) P 2527.6P E E' E = 2528.27 AI'_ W 36 P 2527.81 P/ME 16 2528.41 Z P/ME ,J - - 2528.13 _ _ -- -- 2528.63 -- _ U EX EX 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. J 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. 31.72 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB FG UNLESS OTHERWISE NOTED. 0 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 n i APPROVED PAVING CONSTRUCTION NOTES N55 0_daj � I w ooa� r Omi 3 =gym O F N N �=✓mi �00 COi`y � z >o ilw 1 0zz' =x- a w 0 omNY > I o> a-prm OOwz OxsO ONf�" /=Za �a-oa z o M a m �mQQ y OwO F N O N nO oM =Hw n wz C' I C) o0z a02 U Oy, /Mo0 ' x >S¢3 -aN'z a I aow� �NOU 3O10 o O � - o x o wzz Sa1.1 w romw n "; 4 01 () N MrnFRAA0TT Pr) nn 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 811. Knanrw. mes FIelOW. 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. KFY MAP IN. I.J. GRAPHIC SCALE IN FEET 0 10 20 40 n i APPROVED o'aa55 j 4 I w ooa� romp 3 =gym Naas oFti �00 COi`y � z >o ilw 1 0zz' =x- a w 0 omNY > I o> a-prm OOwz OxsO ONf�" /=Za za o M a m �mQQ y OwO F N O N nO oM =H� n wz C' I C) oozy a02 U Oy, /Mo0 ' x >S¢3 -aN'z a I aow� �NOU 3O10 o O � - o x o Izz Sa1.1 w romw n m„w APN: SO429440000 PAVING CONSTRUCTION NOTES 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 KFY MAP IN. I.J. GRAPHIC SCALE IN FEET 0 10 20 40 nlul_ APPROVED N =o - N o0 0 N< oa- a 0 0 �Oa3 - M N � x z yw1. O UU 00 3000 Ow O 30 oapz Onomp I':- , LFI,L 11' F ^, , TFR AI,- , 1 1 A :F TFI,EL e4'P,i V _ M1I LECF ,I } I F'E F I VJED e L 1 s A PLAN N.T.S. FA,EL dL- , -EE I,— - F _ LP' I E-ETAT1 N� iR FL- - A ' � '� _EE r T= r--•}-.� ——pK'--v'o-r"�'��-,�'�_-r'�cT.-ter''- FA TE ll , —: F LL: -L 'IgrI:E IJ I ,SAL— :F 3' LEFT -I = a,.'al.- F TFF ,'.D I. DIT:-1 6E Py I FE_'J'-'=' SECTION A -A N.T.S. ELE:aA:LI f. F L,I' it --^-,_L -°J: LFD I : IT,- P.I_1h-+L 1:� A _ -FAF,L 11.1 '._c-- II -.^I- -T: FG,,,VJEF C F: E E L H �'I II A')[ 'A l, 'I III I' rl 1 I F _. .CI �._LFEP F:11, 1 C _ T r.c'l I- - IA _'FC -P.AV_ E - A [IT..H 'VJIDT-1 Vlp _'_-TH ,='E B!.' 1.�1. ..I II _:IMF EI,!�[IT-, it LL E�:CLL Fi+ I_'ILE LIE_ IL, L A=TEHI1 -- F I F F:.. T_ H _.: -1 SATFF -Fo [I1-T- �T�T It IF - FPMISH GRADE PLAN CONCRETE COLLAR - a N.T.S. m _ SECTION CONCRETE COLLAR 1 z N.T.S. _ , SECTION N.T.S. .'.;I 4 HD FFVI I'. 15A-I ' SIAN ARDO FIT. F 1 .I 1 P J GWA ET ! AwDARo nF Aw1N EU1 _IC 1JKLS rI�TRl1!.TI�N ( ,C ^ERVATI )N w•EL-L- �D I_ i (ACHD SUPPLEMEN-) ffl�BORROW DITCH DETAIL SCALE:NTS ",;GROUNDWATER OBSERVATION WELL DETAIL 'I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�II�I�I�I�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�j�j ► I���i ►I�I�I�I�I�I�I�I�I�I�I�I - • - • �j�j�j�j�j�j�j�j� ►�I�I�i WHOM •-cI I I I I I I I I I I I I I I I I I I I. I I' GULAR ROCK INLET FROM SAND AND GREASE TRAP ASTM C33 FILTER SANDLo r7 SEEPAGE BED PROFILE VIEW OHIGH GROUND WATER LF;E "T; WELL :GVER DIA WATERiIi;H' GALVANILfD -`EEL E LT OWN IJIVEP ANLI CANISTER c 3 B T L1 WITI, Ib AL AND 1H EAC � A_hE LL' �J i 31 TTN .FETE ULLAR). , A � 300 ( PW,_ E T(_.N 703) 18 DIA H)E OR L T OJT 1rIT FIPE A DFI ENTER T A F 'WIRE ALL. Sk LA`ED C N I JT If E FV1: nIFF VINIM.IM 18 i. I IHuLl ATEf -1N F- I 7 ',.'.CTI ^' ' PPLR WIRE, I (1 k IHALL EE -REEK WITH THRc r DIAME F -,: IL-. '0 WPE HA'_L BE CRFUk FU PVC, A-IM D _03_ JI ,, bELL., DAI F.F LEJ IN A PIT RL J.,'RC 6' PIFE. DRILLED WELL IAA, USE 4 PIPE 1'% P C1NW„VFN FILTER FACPiC AROUPID OPENIN � ArID BGiiOM, FABRIC OVER. CHIP -/DRAIN (e) Pril F :I'rl F JE FIRFP R II -OP EMFNT AT I /:.B !e) BA P -ILL MATERA- Ti)MAT.H '_T JFA6E MLD t ,,R OE ER ✓AFION WELLS LL A._D WITHIN A BMP FACILITY. LSE FIRE BLL NG S TIPS, ,OR , E:E2VA CN NL_LS LJ AT'ED QT;IDE BMP 1SILIIIES NCTEI JUNOWATE< 1-BoER I� ON WELLS ARE FOR V ASUREMLNI OF -RL UNJ'NA`ER _EVELS WITHIN OR NENF T RM E-AlriAt,E FACILITS DETAIL F�,P WEL' S INSTALLE-, BY DF�LLINI- OR B >;r A'.' D FITS _ t 3. 1 :ATI4f: �ROUNDWATER GESERVATIcN WE.'S SHALL EE APFRF\ED BY ACHD 4- CH�ERVATIor: WELL_ N�4 ALLGWED IN CJRB OR VALLE( GUUER oECIIUN : L 17 N HF rFVISI N FORH TIE IAfJ W, kl. �p (} fLl D VY�i STANDARD DRAWING �.��r1 TF1I,_TII TE �,ER ;ATICIf 1 �d'-L_L SD-627 ACHD 71IPP1_EMFFiTj H F 2 SCALE: NTS 13 )GROUNDWATER OBSERVATION WELL DETAIL 29.0' 47 R/W 16.5' 16.5' B/G B/G 5 5' S/W S/W 9.0% 2.09• 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 ,n BOTTOM GRAVEL TO SAND LAYER. I c:I OF POND I HIGH WATER LINE TOP OF POND HIGH WATER LINE=2528.00'-\ FG _ III II p < III I BOTTOM OF POND 2527 00 '5. T - IIIIII � IIIIII 111 1I1 = _ _ _ _ _ - II_ 1=1I1 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 1 I 1 I I1 I I1, 1 I IIIIIII1 11 1 1 I I1 I I1 I I1 I I1 11= '" -ITi1 I I1 I I � I 1111 111 111 111 I 1 11 111 111 111 111 111 111 I I-1 � I— I ITT —III ;III1I III III IIIIIIIIII1I III III I=ITi ' 1' THICK RIP -RAP _IIIIII—III- De0 = 8„ 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 83702 (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 I 8)TEMPORARY DIVERSION DITCH SECTION SCALE: NTS N ° z L Qz IL m ?o wF N rcN s t0 N �F: ° yv n�wz oaa 0 rnl oo >azF= -o¢ M � xI2Z °w= ° VU 3pgo O $n O � MdTz ¢U 00 W M w oopm /o _w >Mww V x - I � ..U- .2 "W.< Y Xwo 35' SUBDIVISION COMMON SPACE PROPERTY LINE 37' ROW 2' 153' 12' 3' 10, 7' 3' 3.25' 6.75' 5' 2' EXISTING PROPOSED SHLDR SIDEWALK 4 1 r VARIES U TALL VINYL FENCING. SEE LANDSCAPING PLANS. SAWCUT 2% 1.5916 1 CRUSHED GRAVEL �OF 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' rL 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 3 RETAINING WALL. SAWCUT 1.5"/ 2% 6" VERTICAL CURB ANDS- ",� SEE SHEET C-036 & C-037 5" THICK CONCRETE GUTTER PER ISPWC SD-701 ISPWC SD-709 ACHD SUPPLEMENT) 4" OF 3/4" MINUS SIDEWALK PER (ACHD SUPPLEMENT) CRUSHED GRAVEL V LANDING PROP. PAVEMENT PER COLLECTOR PAVEMENT 2' 5' SECTION DETAIL SHOWN BELOW. ESMT. SIDEWAL 1' LANDING 1.5% McDERMOTT RD TYPICAL SECTION 5" CONCRETE SIDEWALK PER 7 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 F.0" MIN OF ).75" ABC 20.0" OF 6.0" MINUS PIT RUN NOTE: 1. PAVEMENT SECTION PER ACHD RECOMMENDED STANDARDS. COLLECTOR ROADWAY 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 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 w W w a IL of O a 2' 6' q' g- 2' a CONCRETE RIBBON CURB PER ~- 15% 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 af 25' SHARED DRIVEWAY w w a- D- O O CONCRETE RIBBON CURB PER a 5' 2' 16' 2' (- ISPWC SD-703 (ACHD SUPPLEMENT) 0.25' DEEP SWALE FLOW TOWARD RIW AT 0.5 % 1.5 % MINIMUM 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 4T ROW CL 8' 17' 17' 8' 2' 15' 15' 2' 0.5' 1 f 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 47' ROW 5' 16.5' GL 16.5' 5' SIDEWALK SIDEWALK 2' _ 14.5' 14.5' _ 2' ` 1.5% 2% 2% PAVEMENT SECTION DETAIL SHOWN BELOW. 1.5% 3" ROLLED CURB - 5' ATTACHED SIDEWALK STREET SECTION - 47' RIGHT-OF-WAY V LANDING 5' SIDEWALK 2' ESMT. 1.5% V LANDING 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) Call be*- yo. dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED 15.5' ACCESS ESMT 14' ACCESS 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 SCALE: NTS PROPERTY 1 20 I�PROPERTY LINE LINE PROP. 3" 7PROP. 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 DAPHNE ST AND N PATIMOS AVE 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 3 )ADA PEDESTRIAN RAMP DETAIL SCALE: NTS 14 )ADA PEDESTRIAN RAMP AND BULB OUT DETAIL 2528.52 2528.40 2528.50 ??? ?99 9?? 2529.42 2528.59 2529.61 ??? 9?? ??? ??9 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 SCALE: NTS INTERSECTION OF W DAPHNE ST AND N PALUSTRIS WAY 5 )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 Boise, Idaho 83702 208 297-2885 0 F R REVIEW 0 LY CONSTRUCTION KimleyoHorn SCALE (H): 1" = 40' SCALE (V): N /A w 26 n i APPROVED FUTURE W MILANO ST air tea¢ T Op O� o �x 3: o �w o a a m U � N F_ SDMH-02 (I STA: 12+68.39 BLOCK 1 OFF: 29.74LT 50 RIM: 2526.48 8 SUMP: 2520.94 INV IN: 2522.94 INV OUT: 2522.94- 11cn w 10 r SEEPAGE BED #1 STRM ESMT -m 4 4 LF�7'N__ i SEEPAGE BED-01 FINISH GRADE ELEVATION:2527.27= DIMENSIONS: 38'Wx7l'Lx3'D VOLUME: 5046CF PIPE INVERT ELEVATION: 2522.94 TOP OF GRAVEL: 2525.14� BOTTOM OF GRAVEL: 2522.14 BOTTOM OF SAND: 2520.64 MAX GROUNDWATER ELEVATION: 2519.14 INFILTRATION RATE: 8.OIN/HR - Illi I II II 40 I I \ \ 39 I \ STA: CB-06' 10+58.73 OFF: 15.65RT - - - - - RIM: 1 2525.83 N INV: 2523.19 BLOCK 1 SW INV: I 2523.19 38 IS&G-04 STA: 10+53.17 OFF: 32.06RT - - - RIM: 2526.57 5 NE INV IN: SW INV OUT: 2523.11 2522.91 IN BAFFLE: 2523.16 BOUT BAFFLE: 2523.66 1 71.0' w X k o�V) M X N w SDMH-01 48 STA: 12+54.45 OFF: 30.56LT RIM: 2526.51 &8 SUMP: 2520.94 INV IN: 2522.94 INV OUT: 2522.94 SEEPAGE BED #1 w Q W DAPHNE ST a w S&G-01 STA: 12+60.93 z OFF: 27.99LT RIM: 2526.42 5 E INV IN: 2523.16 NW INV OUT: 2522.96_ 7 4 LF @ SW INV OUT: 2522.96- 0.50% IN BAFFLE: 2523.21 OUT BAFFLE: 2523.71 l= 6 8 LF @ 0.50% - - - - CB-01 4 STA: 12+60.15 1 OFF: 15.67RT 6 28 LF ® RIM: 2525.84 0.50% W INV: 2523.34 CB-02 STA: 12+60.15 I OFF: 15.67LT I BLOCK 3 1 RIM: 2525.84 I 17 E INV: 2523.20 W INV: 2523.201 I ot I I i -I III- 151 BLOCK 2 I 18 STA: 10+58.83 OFF: 15.67LT 1 RIM: 2525.83 4 S INV: 2523.33� 37 I I� _ 10' ISTRM ESMT - SEEPAGE BED-03 FINISH GRADE ELEVATION:2528.38 DIMENSIONS: 17'Wx105'Lx3'D VOLUME: 3335CF PIPE INVERT ELEVATION: 2522.91 3 0 TOP OF GRAVEL: 2525.21 o m BOTTOM OF GRAVEL: 2522.21 - BOTTOM OF SAND: 2520.71 o w c� MAX GROUNDWATER ELEVATION: 2519.21 a o_ INFILTRATION RATE: 8.00IN/HR I w w rn --� - W RIVA CAPRI ST 615LF 0.50% I I 10' TRM I 4 17.0' SEEPAGE BED #3 DRAINAGE CONSTRUCTION NOTES \ I I \ + SEEPAGE BED-05 BLOCK 2 \ FINISH GRADE ELEVATION:2528.30.30 1 I Q \/ DIMENSIONS: 10'Wx86'Lx3'D S&G-06 7:,, \ VOLUME: 1607CF STA: 11+50.93 �2 \ PIPE INVERT ELEVATION: 2524.04 OFF: 29.54LT TOP OF GRAVEL: 2526.61 3 BOTTOM OF GRAVEL: 2523.61 RIM: NE INV IN: 2527.37 5 2524.24 \ BLOCK 1 BOTTOM OF SAND: 2522.11 SW INV OUT: 2524.04 \ 28 LF @ 6 Q 6 \ , - MAX GROUNDWATER ELEVATION: 2520.61 IN BAFFLE: 2524.29 . 0.50% a INFILTRATION RATE: 8.00IN/HR OUT BAFFLE: 2524.79 17 X 2 1(n X�3f k 3X wt I �! 86.0' 7-x- xF-x 32 33 r 3� 35 12 - � 0.50 I SEEPAGE BED #4 13+00 14+00 W DAPHNE ST 4 4 1 X x- x _ x 9 8 � 7 x- I 20.0' - 10' F- - I - - 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 STRM BOTTOM OF GRAVEL: 252292 o CO ESMT BLOCK 3 BOTTOM OF SAND: 2521:42 � 15 MAX GROUNDWATER ELEVATION: 2519.92 I I a 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 ST I U L' N 6 0. �252 1 RIM:5.76 N INV: 2523.25 BLOCK 2 1 8 7 6 I I I SEEPAGE BED #6 5 x x k X I 27 28 29 10' SEEPAGE BED-04 STRM FINISH GRADE ELEVATION:2527.56 ESMT DIMENSIONS: 23'Wx88'Lx3'D I % VOLUME: 3784CF PIPE INVERT ELEVATION: 2523.79 06 0 TOP OF GRAVEL: 2525.57 3 I a' 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: 252662 SW INV IN: 2523:48R 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 28 LF 0( 0.50% z ® i CB-09 STA: 11+58 1 OFF: 15.67RT RIM: 2526.94 W INV: 2524.44 I CB-10 7 STA: 11+58 1 OFF: 15.67LT RIM: 2526.94 E INV: 2524.30 SW INV: 2524.30 x- X 23.0, 3' 3: 0 w CO 1 0' STRMI a ESMT BLOCK 2 wLi In I I I I I 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 - -L - - I - 5LF® 0.00% 9+00 CB-07 4 r I STA: 14+19.95 r OFF: 15.67RT 1 RIM: 2526.15 I I I -1 I NI INV:_2523.65 I -----I- I I SEEPAGE BED #4 STORM DRAIN CATCH BASINS & PIPE TO BE CONSTRUCTED IN PHASE 2� 7 16 LF Q 0.00% S&G-03 STA: 13+12.46 OFF: 242.00LT RIM: 2527.22 5S INV OUT: 2523.43SE INV OUT: 2523.43 [ESM- IN BAFFLE: 2523.68 OUT BAFFLE: 2524.18 SEEPAGE BED-02 FINISH GRADE 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 U) FUTURE OAKWIND a ESTATES PHASE 2 (NOT A PART) w U) Q 2 0- SDMH-04 STA: 13+12.46 OFF: 125.50LT RIM: 2527.35 SUMP: 2521.43 INV IN: 2523.43 INV OUT: 2523.43 0.00% PHASE LINE S&G-02 STA: 13+04.28 OFF: 37.29LT RIM: 2526.93 SW INV IN: 2523.63( NE INV OUT: 2523.43 E INV OUT: 2523.43 IN BAFFLE: 2523.68 OUT BAFFLE: 2524.18 I N 0 w m O 1 o a a w w /n 54.0' SDMH-06 STA: 13+30.46 OFF: 239.75LT RIM: 2527.29 SUMP: 2521.43 INV IN: 2523.43 INV IN: 2523.43 7 ^10' STRM =SMT BLOCK 4 5 4 I SDMH-05 STA: 13+30.46 OFF: 125.50LT DRIM: 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 O1 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST O4 CONSTRUCT OBSERVATION WELLS PER THE LATEST O6 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION VERSION OF THE ACHD SUPPLEMENTAL PER PLAN. 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. 8 INSTALL STORM DRAIN MANHOLE PER ACHD NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET O2 CONSTRUCT TYPE III CATCH BASIN PER THE LATEST MINIMUM 50' FROM THE PERIMETER OF THE BED ON CENTERLINE. Plans Are Accepted For Public VERSION OF THE ISPWC STD DWG SD-601. THE OPPOSITE SIDE OF THE ROAD. PLACE THE WELL SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST Street Construction 811 O3 CONSTRUCT SEEPAGE BED PER THE LATEST VERSION IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. REFER TO DETAIL ON SHEET 24 FOR ADDITIONAL STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. By stamping and signing the improvement plans, the Registered �1W OF THE ACHD STORMWATER DESIGN GUIDELINES INFORMATION. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Engineer ensures the District lhol the pions conform to all District SECTION 8200 STD DWG BMP 20 WITH ANGULAR 3/4" RAMP. policies and standards. Voriances or waivers must be specifical- Knan t e F7eli TO 2" ROCK WITH MIN. 50% FRACTURED FACE. O INSTALL 1000G SAND & GREASE TRAP WITH 20" 3. REFER TO SHEET ## OF THESE PLANS FOR ly and previously approved by the District in writing. Acceptance of the imprplans by the District does not relieve the Call before you dig ELEVATIONS PER PLAN. REFER TO DETAIL ON SHEET BAFFLE SPACING PER PER THE LATEST VERSION OF HORIZONTAL CONTROL LINE AND CURVE DATA. Registered Engineer of these responsibilities. CALL 2 BUSINESS DAYS 24 FOR ADDITIONAL INFORMATION. THE ACHD STORMWATER DESIGN GUIDELINES SECTION 4. ALL CURB RETURN RADII ARE 20' TO BACK OF CURB IN ADVANCE BEFORE YOU DIG, GRADE: OR 8200 STD DWG BMP 01. ELEVATIONS PER PLAN. UNLESS OTHERWISE NOTED. BY DATE: EXCAVATE FORTHE ADA COUNTY HIGHWAY DISTRICT MARKING OF UNDERGROUND MEMBER UTILITIES GRAPHIC SCALE IN FEET 0 10 20 40 n i APPROVED =�aa � I 0 oo�= a3 �aaJ N�InQ oawu�, 06o�� Nn>F 0 000 % p N O p Z Q lo�W. -ooz n � = x- �=w2 a 0 OILII p o> N prm oowz O x�O =za za o M Q p �mQQ y OwO F NOTE N p0 = zw = oa Na' iaa� 0 oozy aoo >Sz< -aN'z a I �NOU 3O10 a0�- ox ooa1z 1§o w roMw n m„w 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 CB-129 STA: 0+77.31( OFF: 22.50RT 9 RIM: 2527.09 W INV: 2523.50 52 1+00 McDERMOTT RD 2+00 I - -I 150 LF 6 0.50% SDMH-09 STA: 2+26.92 OFF: 16.00RT )RIM: 2527.15 SUMP: 2520.82 INV IN: 2522.82 3+ -INV OUT:. 2522.82-CB-13 6 5 LF ® STA: 2+26.92 0.50% OFF: 22.50RT 9 RIM: 2526.86 W INV: 2522.80 E INV: 2522.80 0.50% I� 1 SEEPAGE BED-07 FINISH GRADE ELEVATION:2527.47 51 S&G-08 DIMENSIONS: 10'Wx76'Lx3'D STA: 2+26.86 VOLUME: 1415CF OFF: 31.81 RT PIPE INVERT ELEVATION: 2522.57 RIM: 2527.51 TOP OF GRAVEL: 2525.97 3 W INV IN: 2522.77 5 BOTTOM OF GRAVEL: 2522.97 SE INV OUT: 2522.57 BOTTOM OF SAND: 2521.47 - _ IN BAFFLE: 2522.82_ _ MAX GROUNDWATER ELEVATION: 2519.97 OUT BAFFLE: 2523.32 INFILTRATION RATE: 8.OIN/HR I BLOCK 1 1 1 1 1 i 37 I 38 39 I 40 I 41 I 42 i SEEPAGE BED #7 SDMH-11 STA: 9+45.21 OFF: 16.00RT RIM: 2527. 9+00 SUMP: 2521.0808 INV IN: -INV 2523.08 OUT: 2523.08 CB-16 STA: LF 6 9+45.21- 5 LF OFF: 22.50RT 9 RIM: 2527.54 E INV: 2523.06 --W INV: 2523.06 - 0.50% S&G-10 STA: 9+45.21 C} OFF: 32.15RT RIM: 2528.20 W INV IN: 2523.031 NE INV OUT: 2522.83 IN BAFFLE: 2523.08 OUT BAFFLE: 2523.58 DRAINAGE CONSTRUCTION NOTES O3 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 SHEET 24 FOR ADDITIONAL INFORMATION. O4 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. REFER TO DETAIL ON SHEET 24 FOR ADDITIONAL INFORMATION. 10+00 McDERMOTT RD 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 4 U 0.50% SEEPAGE BED #9 - � _XCB-15 STA: 11 +45.77 101.0' 9 OFF: 22.50RT RIM: 2527.61 W INV: 2524.11 SEEPAGE BED-09 BLOCK 1 FINISH GRADE ELEVATION:2528.14 51 DIMENSIONS: 10'Wx101'Lx3'D VOLUME: 1887CF PIPE INVERT ELEVATION: 2522.83 3 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. O INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. O CONSTRUCT TYPE I CATCH BASIN PER THE LATEST VERSION OF THE ISPWC STD DWG SD-601. CB-14 5+00 STA: 5+45.91 T- OFF: 22.50RT RIM: 2527.87 E INV: 2524.87 STA: 5+45.86 51 OFF: 31.81RT F - I. - RIM: 2528.53 W INV IN: 2524.85 NE INV OUT: 2524.65 IN BAFFLE: 252.0 OUT BAFFiE: 2525.40 48 I I fi 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. McDERMOTT RD 6+00 1 32.0' BLOCK 1 50 SEEPAGE BED #8 SEEPAGE BED-08 FINISH GRADE ELEVATION:2528.45 DIMENSIONS: 10'Wx32'Lx3'D VOLUME: 584CF PIPE INVERT ELEVATION: 2524.65 TOP OF GRAVEL: 2526.95 BOTTOM OF GRAVEL: 2523.95 BOTTOM OF SAND: 2522.45 MAX GROUNDWATER ELEVATION: 2520.95 INFILTRATION RATE: 8.OIN/HR Plans Are Accepted For Public Street Construction Q11 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- KnanrwhaCs FIBIO W ly and previously approved by the District in writing. Acceptance Calll�ercrekw. you dig. of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE BY DATE: YOU DIG, GRADE, OR EXCAVATE FOR THE ADA COUNTY HIGHWAY DISTRICT MARKING OF UNDERGROUND MEMBER UTILITIES GRAPHIC SCALE IN FEET 0 10 20 40 n i APPROVED LIGHTING AND SIGNAGE NOTES M I I I � MATCHLINE SEE SHEET 30 I � I FUTURE OAKW/ND ESTATES PHASE 2 (NOT A PART) 3 4 3 1 BLOCK 5 NjqTC HLINE SEE SHEET 30 50 -- -- � I � � 10 W DAPHNE ST I =—=____ — 49— I I 1 I I x- 1==1. 48 I I I Y O 47 m--- 2 46 I 45 I I 10 44 - 25' 1 TO R/W I 43 23' TO B/C - - Q I I L/S 1 42 S/W�_ O 41 I w I I -- g 51 40 39 38 — — 36I I I I 37 J �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 SPECIFCATIONS STD DWG SD-1132B WITH THICKENED EDGE ALUMINUM co WITH STRIPED DECALS. / ❑5 INSTALL 30"X30" STOP SIGN WITH STREET NAME SIGNS PER MUTCD R1-1 AND ACHD STD DWG TS-1114. a 10 INSTALL STREET NAME SIGN PER CITY OF MERIDIAN Z I I I I STANDARDS. SEE FINAL PLAT FOR STREET NAMES. 1�7x—XF � * u r x x— — --— [—x x i — 1 I I BLOCK 3 r I 117 1 16 1 15 I 14 1 13 I 112 1 11 I 10 1 9 1 8 7 I I 6 15 1 4 I 3 I 2 I I I 5 / 1 1 2 \ 5 10 — — — — — — — — — . — \ 3 - N W APGAR CREEK ST \ \ BLOCK 2 c O 5 1 16 i 15 i 14 i 13 i 12I I 1 11 1 10 1 9 I 8 1 7 1 6 1 I 5 I r 4 I 3 1 2 I I I I I I I I I I I I I I I I 1 6 4i rl r �LE x x x — 1 —x x —x x x x -- • 2 I 7 x x Raw 1 8 1 24 I 25 1 26 1 27 I 28 1 29 1 I I I I I I 1 I 18 19 20 21 22 23 1 I I S/W B/C S/W — — I I I I I I I I I I I I I 111 1 II31 I 32 I 33 1 34 I 35I I L- I 9 —In\-- - -- -- `�-- ----B—JCK2— 10 I 1 — — — 2 10 J — — -r, � _M m W RIVA CAP— ST / 2 2 — —o-� 11 BLOCK 1 (n � 34 1 33 1 32 1 31 1 301 1 1 29 1 28 1 27 1 26 1 25 1 24 1 1 1 23 1 22 1 21 1 20 1 19 1 18 I I 1 17 1 16 1 15 1 14 1 13 1 1 1 I I I I I I I I I I I I I I I I I I 12 L 52 L I � 1 I 1 EP EP EP ....—........ EP EP -- E� EP EP EP EP EP— E -.0 W McMILLAN ROAD 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. 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 20 40 80 001. /ova 0 >Mwtt V x�R ONoo D_-w Y X � O n i APPROVED LIGHTING AND SIGNAGE NOTES M .o w NY Z p Nairn pp6o CC�r �M za N N z 4 taQa d NmZQ �000 ,-,wF .12z. C) a C)Ozs Q O U j0wj �x00 >S¢3 a I � ,I UU C 3Olo - o x � Ol§o 0 d 1 U w ro�w� I I APN: SO429440000 I I I I APN: APN: I SO428325610 SO428325460 L — — — �1 INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �2 INSTALL TYPE II 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 SPECIFCATIONS 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 KFY MAP GRAPHIC SCALE IN FEET 0 20 40 80 n i APPROVED LIGHTING AND SIGNAGE NOTES M N Ni o�z moo �o 115 xZa >oo I oowo oz< x XDZ �C,ym, oar I NOILI OO> prm o0wz p . " ON�� = z za o M a o �I y0-w F N O T N p0 o=a zw Na' n� wz 0 oozy ao. Uoin� �MoO � x >S¢3 -aN5 a I aow� �NOU o 3O10 o 0 w - ox o1§zo oa1.1 w ro�w� � m„w MATCHLINE SEE SHEET 32 \\\ I I I I BLOCK 1 34 1 33 1 32 1 31 1 30 I I I 29 1 28 27 26 \ 35 I --I-- F--{--I--I 1 1 I -- I 52 STA:0+27.04 9 OFF:60.97'LT 1 1 1 STA:0+43.39 OFF:44.20'LT In 1 STA :2+58.12 ED LJOFF: 32.89'LT OFF:36.14'LT J - - ~ END STOP BAR 1 - STA: 0+30.74 \-.---'BEGIN _ OFF:24.29'LT STRIPE'..--.--STA: N�o-.-.- -----------------------------------------------------------------STA:4+10.28 .... - .... .... (T c 0+52.74 OFF, 11.00'LT -Q - .... _ � .... - .... .... - . v OFF:20.81'LT...-------- .... - .. U) I o o EP EP E E F• o -EP-* EP EP EP EP EP 2 EP E 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 2+00 3+00 12 4+00 J = - I U H W McMILLAN ROAD 0 BLOCK 1 I 1 1I 1 25 1 24 1 I 23 1 22 1 21 1 20 1 19 1 18 I 1 I 17 I 16 1 15 1 14 1 13 1 I12 -4----4-- STA: 4+78.09 1 \ U! OFF: 36.23'LT STA: 6+98.09 ~ - - - - OFF:36.50'LT 1 w `2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v' .. - .... - .... .... - .... __ .... - .... - .... - ... ....-.....�-....... .... STA :8+21.22-------- CA \ OFF:14.12'LT 14 EP E E EP EP EP EP- EP EP EP EP ER --SEND STRIPE ~ • o E STA:8+53.06 z F • o �OFF:11.02'LT z STA* 4+46.22 = 14 OFF: 14.11'LT 12 U 5+00 - 6+00 12 12 C) T- + 7+00 - 8+00 9+00 9 19 Q W WMILLAN 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 �1 INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. © INSTALL 36"x36" STOP SIGN WITH "ALL WAY" PLAQUE ON DOUBLE SIGN POST PER MUTCD R1-1 AND R1-3P.L ❑7 INSTALL 30"x30" STOP AHEAD SIGN WITH "McDERMOTT RD" ADVANCE STREET SIGN PLAQUE (8" TALL) PER MUTCD W3-D AND W16-8P. ❑9 INSTALL "NO ACCESS TO WEST BOUND CHINDEN" ON YELLOW WARNING SIGN, 36"x24", TO MATCH EXISTING. 12 INSTALL 8" WIDE WHITE THERMOPLASTIC BIKE LANE LANE STRIPE PER ISPWC ACHD SUPPLEMENT AND ACHD TS-1112. 13 INSTALL 24" WIDE PAINTED STOP BAR PER ISPWC ACHD SUPPLEMENT AND ACHD TS-1112. 14 INSTALL BIKE LANE SYMBOL WITH ARROW SYMBOL THERMOPLASTIC PAVEMENT MARKING PER ISPWC ACHD SUPPLEMENT, ACHD TS-1112, AND ACHD TS-1113. 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 N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 n i APPROVED LIGHTING AND SIGNAGE NOTES UOmx � x0~ a3 N S U m oaa� NFti 06 NI o0z .00 0x . " o i>o� Nova x- �=w2 oar I mw� N z pY Norm OOwz Ox.O o11 =za za o m a m �I y ow0 F N O N WO =H� o n wz /D_a� 0 I oozg aoL, 0821 " n — x >S¢3 -aN5 a I aow� �NOU 3O10 00w- ox o I o d U n I w romw n m„w I I APN: SO429440000 I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N MCDERMOTT ROAD N (M f— 9+00 LU ILL!10+00 _ � I _ u +o0 12+00 13+00 11 D — W CONTINUE STRIPE 11 END STRIPE STA:13+15.47 STA: 8+80.33 N ;,Tr _OFF; I1.00�RT W OFF: 11.00'RT N z --------------- -- J Q ® 1 STA:9+20.01 \ OFF:42.93'RT STA:11+40.85 0 1 OFF:42.95'RT N I I 51 I PHASE 1 I I PHASE 2 BLOCK 8 16 24 23 22 21 20 19 18 I Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES �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 SPECIFCATIONS STD DWG SD-1132B WITH THICKENED EDGE ALUMINUM WITH STRIPED DECALS. 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. 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 KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 n i APPROVED LIGHTING AND SIGNAGE NOTES ooa� UO�x � x0~ a3 N S U m oaa� NFti ad NI o0z .00 0x . " o i>o� Noz o-z i n - a x- �=w2 oar mNY No0> Orm oowz O x�O n' �" /=za N azo ov �maa �oww F N O .w � N . O o=a zw Na' n� wz oozyaoo > I- -aN'z a I aow� �NOU 5 3O10 00w- ox o Izo oa1zw romw n m„w () W N W W 2 U) W W U) w _z J Q F Q I——r--—� BLOCK I I I I BLOCK 1 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 I I I I 47 N Mrn1=PAA0TT nnnn W — v 6+00 7+00 CM = CONTINUE STRIPE ,._ 8+00 Ch (n STA:4+45.19 1`-- Cl) OFF:11.CURT 11 11 —I w w N � w CONTINUE STRIPE W _z STA:8+80.33 LLJ J —T — _ _ OFF: 11.00'RT (n °° LLI r Q 1 STA:4+81.69 J OFF:43.03'RT N 1 STA:7+00.52 U OFF: 43.09'RT Q PHASE 1 I I — ® PHASE 2 BLOCK 1 I BLOCK 8 I I 48 I 49I 50 31 30 29 28 27 26 25 I H W W 2 U) w z J 2 U H 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. GRAPHIC SCALE IN FEET 0 10 20 40 n i APPROVED /S aR om ate. Umw� �Io'o 00 �o >OQ3 � x � O=UU caoo 3mw✓, 0030 OMWU M X 07>w n r _. I I I I FOUND BRASS CAP AT SW CORNER OF - - - SEC 28, T4N, R1W — - r-SDMH-08- EXISTING OAKS WEST SUBDIVISION NO. 1 (NOT A PART) N McDERMOTT ROAD TSDMH-09 - - - SSMH-31 SP-08 +- T- ----h---- -- --- # 35' III SP-07 51 S&G-08 SSWR & WA II ESMT 1 52 -- I 37 I I I I I J 39 40 41 4 BLOCK 1 I I I I I 1 �I I 138 � 1 1 I I43 1 44 1 45 1 46 48 . m 1 I SSMH-01 I 147 1 II I _ -� J I ,I 1 fi fi-t --t S&G-01 I 1 I I I S&G-04 $ II II SP-03_ m:1 I 34-1 E I 33 I Ij I I 32 mIi 31 ii I =30 F II 29� F m 1 28 F I ml I 27 I — k II I 26 F -SSMH-12 Q 25 F 24 0� r -m F 23 I I 22 E� 21 E- I II 20 I i I 19 I E- mli I 118 II — — I 17 I I I SSMH-13 16 1— 1`111 52 15 II I 14 I -- 13 SSMH-10 =SSMH-11 II� 18 _-4- - - 19 LI 20 - I 21 -FH-04 22 II �Ix 23 ' L — II 24 25 26 �I 27 28 Oa S&G-05- _ Sp-04 31 SDMH-07 32 33 Ix 1 FH-05 34 S&G-06 'SSMH-14 N DELPHI AVE W 17 SSMH-24� 16 x I 15 I� 14 S," _13_ I E� — 12 I E� 11 I e� 10 SSMH-25 9 I — —N -l- -8 Y U _O J _7_m FH-07 6 �J —4 E- 3I -2-I SP-05 I 1V SSMH-16->l S&G-09 ASP-01 49 50 1 I l-SSMH-02 t FH-01 I 17 I 16 15 14 SSMH-04 13- - SSMH-05 12 � to LU 11 = 10 O - --ch 1 � 9 Y °: Do --_3 Yn' -8- m S&G-07 . SP-06 �_- 5 SSMH-06 I-4- I� I 3 I m IT 2 FH-03 SSMH26 J - SSMH-17 � 1 SSMH-15 I \ \ 5 \ 4 I10 19 1 8 1 7 I II \ 6 \ B`OGK 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 1 03 II I 3 SDMH-0 SP-02 - — SDMH-06 5 ♦• O z X_ BLOCK 4 SSMH-27 4 3 SSMH-07 2 1 SSMH-19 I` co O z O SSMH-28-\ '0 TEMPORARY BLOW -OFF ASSEMBLY I�I II 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 /e 2 h El W PALL) ST Cl)_ -o- - 1 2 Q FH-06 \ 5 \ K9 SSMH-18 I I SSMH-20 \ 6 \ S '14 13 1 12 1 11 10 1 9 \SLOG I 7 \ \, -CONNECT TO EXISTING I I 8 \ \� 8" SEWER LINE BLOCK 9 PROPERTY LINE APN: --- �I� - - SO428325460 CONNECT TO EXISTING 8" WATER LINE. TEMPORARY BLOW -OFF ASSEMBLY TO BE ABANDONED. PHASE LINE PROPERTY LINE APN: SO428325610 I I TEMPORARY BLOW -OFF ASSEMBLY I SSMH-23 I 3 I FH-09 - APN: 2 I SO428325466 I _ _ I BLOCK 8 II 3 1 I I 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 EXISTING OAKS NORTH EXISTING OAKS NORTH SUBDIVISION BDIVISION NO. (NOT A PART) 1 VW MILANO DRIVE SU(NOT A PART) 2 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 60 120 001. /ova 0 >Mwtt ONozn K-w Y X � O n i APPROVED WATER CONSTRUCTION NOTES aWa O � x 0_ 3 o=Um U F N Ooz N OOOvi O x z -too M > O C Oza OOwo �n_< x =w= D_mN� r o> ?o1m oOwz ox�4 =za z< o�`. �maa �oww F N O T N . O _ =azwwa oozyao UOy, "n W, � x >=Q3 =aN'z a I �NOU 5 3O10 Owo o x w o Io oa1.1 n I w romw n m„w 2532 2528 2524 2520 2516 2512 2508 2504 41 Im 42 I I I 43 O M MAN I J aJH ,6 J O aJ M ir]rN JN + N �Lo ^NN + OMB I + O N o M � O O 2 I �I 2 w 8 8" SS W c� 3 (n m � W Z_ J 8" W 8" W_ 2 U �- H- Q _ - Lo - - 18 1 19 20 I I I I I 44 BLOi K 1 46 47 o 1 0. I m I I o' +�N NZ M,N u7N OoN coo" J Oii HMO ±N ±Mo +Uj +MH +IMF � +� O O �� �M'1O �r7O '-co.' �r v U1 O- V1 NO? cnO NO? V7O? O m< - I 2 3 2 2 1 2- I- 2 -T 3 -� I I 297' 1 I8" SS 11+60 0 196' 8" w N DELPHE STA:11+77.50 12+ 0 OFF:10.00'RT 6 5 8" W _77-r- __ 17 BLOCK 2 it ----I 16 II 15 18' 30' II I 35 SSWR & WATER E SM T 48 II I 10' �49 STRM 0D II 10' I ESMT tV N STRM 148' 1 J ESMT i F m lo 0SSMH-02 (60"0) I I + n STA: 12+78.13,-3.85LT 7 L z RIM: 2526.19 F o - INV IN: 2506.77 4 INV IN: 2506.77 9 INV IN: 2506.771 INV OUT: 2506,67 1312' 1 12' 8" SS 44' L 8" W 1 50 00 ro N N HN J TON N //W�� //CON�� +N MMH v) ! Q li F�O> 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 13+00 3g'� _�OFF: 10.00'RT ❑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. ❑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. SEWER CONSTRUCTION NOTES - 37r 1 _ I FUTURE OAKW/ND 9� 1 7 ESTATES 0 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN o r COVER PER CITY OF MERIDIAN STANDARDS. MATCHLINE 1 153' n o PHASE 2 O2 INSTALL 4" SANITARY SEWER SERVICE ® 2.0% MIN. SEE SHEET I (NOT A PART) SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND 4 8 13 7 12 11 _ 10 _ DIVISION 500 OF THE CITY OF MERIDIAN 43 ^ ~ of N ~ SUPPLEMENTAL SPECIFICATIONS. J J SHEET 36 U + 17 + u; + u; + + MATCHLINE SEE O3 INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE N a LL PER DIVISION 500 OF THE CITY OF MERIDIAN N o N o N o N o 1 SUPPLEMENTAL SPECIFICATIONS. - - - - - Y ® INSTALL 60" DIAMETER ECCENTRIC SEWER MANHOLE -I PHASE LINE PER DIVISION 500 OF THE CITY OF MERIDIAN O c: SUPPLEMENTAL SPECIFICATIONS. BLOCK 3 I N °' m O7 SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE 16 FOR SEPARATION. ® SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. - i CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. r 1 N I 1 15 O m co u)^� r r r t0 •00000 r , Q a5 CJ aJNN O+� O+ N N F O+ N N N N H N H I NZOO = NZZZD =..NZO > > N E z z PROP. GRADE :� > > > > N � z z z z un � Egg u) I� N EX. GRADE i _ PROP. PIRR CROSSING PIRR a gPROP. IF CROSSNGn 00 2 co M STA: 12+60.15 INV:2523.27 8" PVC W W�_STA:13+05.05 _ -t INV: 2522.22 m cf) o 1 W W in W Z_ J 2 U Q297 LF OF 8" PVC ®4.009, ®4.00% 8" PVC 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-imrsbelow. 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. UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 n i APPROVED WATER CONSTRUCTION NOTES I.=wi xaE D_mN� r o> Dpzm OOwz O x�O n' �" = z za o�ap �mQQ y OwO F NOTE N po _ oa zw Na' n� wz oozgaoo >=z3 -aN'z a I aow� �NOU 3O10 oo�- o x ooa1z 1§o w ro�w� � m„w 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 IIN: 2508.03c INV OUT: 2507.93 II PHASE 2 I BLOCK PHASE1 STA: 9+92.65L OFF: 10.00'LT 19F STA:9+74.50 2 OFF: 4.47'LT I 12' 1 -OFF: 1.70'RT 9 9+00 I V) 45' BEND V) H STA: 9+78.25 C g" S ! � N-8" OFF:2.96'RT M tl SS SSMH-31 (60"0) 8 w w 1 148' N:723701.52 r IE: 2433535.41 RIM: 2528.23 1� INV OUT: 2507.36 1� w - I I L- - - - - - I , 2532 2528 2524 2520 2516 2512 2508 2504 2500 Ln CM W LLI _92' a" W -( ) W W in W 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 - -�8" W 1 R=300.00' 1 64 92' 11+00 L=31.48' I V 7153' g' SS �-(al31' g• SS 46.50'LT 'LT PHASE LINE 1111+96 96 W 8" W ��B" WW 8" W ��B" W - 10.00'LT p W DAPHNE ST 13+tj0 - 4 - 8" SS 8" SS ! ! 8" SS 1 215' a O� M aFN rn� + N M O M M VI O Z N LOCK 4 2 5 \ rn �N � J 8" W -Z 83' M (Tl d- Of a" I'l- C'7 I- W W in W W V) ❑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. _ _ Q 0 INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND SSMH-04 (60"0) SSMH-05 (60"0) I DIVISION 500 OF THE CITY OF MERIDIAN STA: 11+49.50, 6.o0RT STA: 11+80.96, 6.00RT 1 _j } - SUPPLEMENTAL SPECIFICATIONS. 4 RIM: 2527.26 4 RIM: 2527.14 *- x-7 F, INV IN: 2505.83 n ® INSTALL 60" DIAMETER ECCENTRIC SEWER MANHOLE x_ _INV IN: : 2505. H 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 _ _ _ _ - ^ o N I I 07 SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE I - - - - - _ + q_ _ _ _o o FOR SEPARATION. - -16 I ® SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. o I I I I I CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER o I IDEQ STANDARDS. J U I- BLOCK 3 I I BLOCK 3 17 I 16 I 15 I 14 I 13 I I I 12 I 11 I 10 i g i g 7 i 6 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. BYDATE: ADA COUNTY HIGHWAY DISTRICT UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON 2L SHEET 02. � O M r �pOoN p0 mcq u) O r n r 0 �rnr0 ^ O N cO+NNr in ^ o o N ul Lo.. N N 2 N Z o = N Z Z p N + ON N N F f' = N Z Z Z O N Z Z N Z Z Z »» O z z z z � o ---- r EX. GRADE // Lo PROP. GRADE 12" SD o z N PROP. PIRR PROP. CROSSING STA: 13+02.03 - CROSSING INV:2523.80 8" PVC _� STA: 10+10.00 INV: 2521.46 Oi N N M H- M L F_ W Lu 2 LL1 = 0 LU LLI LLI 148 LF OF 8" PVC 00.40O (n LLI% 153 LF OF 8" PVC ® 0.40% � LIU Z O 215 LF OF 8" PVC ®0.40% W Lu J 31 LF OF 8" PVC ® 0.40% J 2 U = U QcQ G 10+00 11+00 12+00 13+00 2532 2528 2524 252o KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 2516 2512 2508 2504 8'1 Knanrw. mrs FbelOW. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE 2500 YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED WATER CONSTRUCTION NOTES I.xwi xaE D_mN� r o> DSrm OOwz Ox�O SN�r �x za z< o�`m �maa 0Swz. F N O N nO oM =H� a! wz C' I C) oozy ao UOin� x '.0 � >S¢3 -aN'z a I aow� �NOU 3O10 oo�— o x 8)Io 0 d 1 U w ro�w� � m„w M I— W W 8" W 8" yy r 1 183, U) W W U) -8* SS 8• S —W Z_ J U F- I Q r \I T 2532 2528 2524 2520 2516 2512 2508 2504 2500 ul a o _Lo v'iro N0 r706 .) �000� Mmt O O N ^O + N H O+,IN I N Z O tO + N Lo � N N N N 2 .. O O U) N H Z Z Z O = V7 f>> = N � Z Z �»m,yzzzz n FZZ r EX. GRADE Lo IN PROP. GRADE a � N PROP. PIRR PROP. PIRR 8" PVC CROSSING CROSSING STA:15+71.20 INV: 2523.04 7 N N a0 N CM I— W W ''2^ VJ W W i) 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' Wr.HWAY f11CTRlr.T 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 n i APPROVED WATER CONSTRUCTION NOTES d I o�4w ua�m � 01 0 NO~N O x - N roaIW N F O UO Campy oozz 3 n �=w� =al �w o_ M r4o Y Do zm oowz ox�4 �D za o za o M a o �mQQ �owz. F N OTi, N p0 o=a zw Na' n� wz oozyaoo >S¢3 -aN5 a I aow� �NOU 5 3O10 00w- o x 8)Io 0 .1 w ro�w� � m„w ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. 1 I ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER 42 I I _ � _ _ PER CITY OF MERIDIAN STD DWG W1 & W2. I 1 �3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER 1 1 1 I I I I PER CITY OF MERIDIAN STD DWG W1 & W3. SSMH-10 (48"0) ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD I 3 STA: 10+38.10, 5.10RT RIM: 2526.17 BLOCK 2 DWG W8 & W9. I INV IN: 2517.84 ® INSTALL 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 1$ I Lo ro °^° I I m I o I 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR I I U) fn I °D a JN MJ I "'�� opN I °°�N aJON ~ 1 o�N J ni N 1 cn rn OWN I TO MAINTAIN 1.5' OF SEPARATION PER IDEQ 41 ��� + ado m,n n O QJn ON +� •J vi J� CNN �� JN ^� STANDARDS. WHERE VERTICAL REALIGNMENT IS MATCHLINE SEE SHEET 35 �„ oN ±M� �� �" �p +� �M� + n N 7� NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 STA: 9+99.94 3 p a) n _ U p a Li: a p �MS p N M J o N M p N o N J p DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR - - OFF: 25.47'RT 1 0 1 96' �� Ino? 0 � Ln o � tl no? > ¢ � v~o? > � o a li ¢ � a �0 Hi> Lo0 ��> I OF OUTSIDE OF CROSSING PIPE. - - - o +p .�� 2 3 2 (n Ino_ 0 1no? 1no Ino? oC + 1- 2 3 1- 2- 1 4 2 -r 3 2 J BLOCK 1 STA: 10+08.23 I 1 297' N p < cO 1 1 40 OFF: 33.50RT 2 NV OUT: 2522.89 $ rn SSMH01 (48"0) 12 STA: 10+16.60, 9.68RT - - - - - - - - 1 0-)_ - - _ RIM: 2526.16 3 _ -� - _ - - INV IN* 2517 83 1 INV OUT: 2518.66 I W STA: 10+20.80 \ ! 1 8• I 8 ! W 39 OFF: 44.59RT 2 ! ! 8• W ! 8 I = INV OUT: 2523.10 \ O 1 20' fn 90" 1 19' / 0 11+00 W RIVA CAPRI ST 1 50' W STA:10+22.13 $ c 1 W OFF:5.3011 e. 1 ( O3 (n _ STA:10+28.02 2 i_ a ! ! a• ss ! ss 1 W SEWER CONSTRUCTION NOTES OFF: 41.79'RT JS 1 253' Z 38 STA: 10+30.75 1 J OFF: 58.40RT 2 CO 2 0 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN CO INV OUT: 2523.17 CO / U COVER PER CITY OF MERIDIAN STANDARDS. N:723356+22 - E:2433667+80 RIM: 2526.60 6 - - 36 6 COH- N:723358.43 E:2433677.25 - - - ir) Q 0 INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND INV IN: 2521.41" _ RIM: 2526.41 \ DIVISION 500 OF THE CITY OF MERIDIAN IINV OUT: 2521.41 STA:.E+ 3 I INV IN: 2519.41 INV OUT: 2519.411 I fn SUPPLEMENTAL SPECIFICATIONS. 2:02 OFF:8.6'RT I I 1 I I (D INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE 7 2 3 +� 1 PER DIVISION 500 OF THE CITY OF MERIDIAN 37 10' 1 10' F rn�n �� U)of Iq � OD Na. O> a l SUPPLEMENTAL SPECIFICATIONS. STRM STRM ��N o o�N vo NnN ul u) ul~ o inKrn b p� n�o o" mH m� ©SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD - - _STA: 10+41.30 ESMT ESMT m orMiN N +MN +� +" +7v uD +N a0nN +MN v'N IN nn n� DWG S1. OFF: 16.97RT71 _ CO I 1i ~ 1` �MN ^MN NN INV OUT: 2523.47 I I 4 o o0 I� o a `o a ~ o aU_ ¢ Q I Q 0 SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE IA N 1 Noo> I U) 1 Npo> M0 N00 Q I�oo No FOR SEPARATION. Co I z I 1 1 N:723316.50 - I Z I Z I Z I Z 6 E:2433676.48 I 1 1 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 INV OUT: 2517.29 I 35 I I 34 I I I I 1 1 2532 2528 2524 2520 2516 2512 m o ^O + N O+ N N r+ N N = N Z Oo = N Z Om I N Z 0 N f > > N > > = p f � > > 1n E?z rn 0 a EX. GRADE 12" SD PROP. GRADE LO O) M STA: 10+58.76 ch INV: 2523.26 W W L L1 W = m m = t� W W rLu v, 0 'W VJ Z Z J 253 LF OF 8" PVC ® 0.55% J 2 = 120 LF 8"PVC ® 1.307 0 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. GRAPHIC SCALE IN FEET 0 10 20 40 001. /0 Fa 0 >Mwtt V x�R I �s ONoo %w�a r - w Y X � O n i APPROVED WATER CONSTRUCTION NOTES 2532 2528 2524 2520 2516 2512 00 CM F_ w W U ) w ILL! W C0 ILL! 8. _Z J 2 U F_ Q 24 I 25 I 26 I 27 I 28 01 N M I N I N 1 njJ�J 1 OJN I MJN N J I arNN I ONHONq O copN +L0 ON N u7H u� 4LoI MOH +U] +M N M O LLL M O M O N M O M O H�Z O Tz li> to v) z o oo (n— I— 2 3 -,— 2— 2 I 13+00 4�8" S I� BLOCK 2 10' 29 STRM 30 ESMT 0 I I �M�FN J a) J �I I ( J + N O I +M r2 MF O N M 0 O 4 F F 4> O I 0 ONO? 1 3 I 2 J 12 I I tST W A CAPR I I LJ I I I - 1 oQHNoO�M 10 _ co M co 0MN~O0 cNl NQ�IyMO aM ^ NMN �^ �N � NNN O�NW C14 M+[ N +M MMMN N MMNHlO000O FV iO ' N OO NO ONp0 Np LLO> > I, I,NMMQ�Nli NZZ Z 5 �6.00RT I BLOCK 1 28 27 26 STA: 13+04C4. 24 3 RIM: 2526.84 23 INV IN: 2515.89 I 1 :NV OUT: 2515.79 I — 2 00 I- M D N K � N N N Q M N N00 I Z 22 F - I_ II I I I I - L101 S RMII 31 32 33 34 35 ESMT n co I N I N I JI NrN I FN M O I MI NM O'ioOOQNQJ O^+�LNNMo +-+� M�Lusi MM O O 0 O FO O �? Qli > (n ((on0 o9 N0 o0z N0 �O? 2 1 2 — —1 2 3 2 4 2 3 ,— 2 I I I �1N � H- w ! ! ! 8" W w 2 ! U) o 1 4 \-� 15+00 w \ Lu 8" SS ! 8" SS w ! " SS 1 269' _Z J U LJ 3 (If0 0000 �'�^ NK NKN ND_'N r7�N WO Oi Or7 aONj O~ 00 of I a0� OM NFo Ou) + rrjN �U) 10�� O>�N yMN O� Nu, ^�M �N NMN 1[+]N NMN I NMN ~ o 'oo o Q�� �~ to N Np0 I NOO , 'A O Np0 HOO > Z I Z Z Z I IN I - I - I I Z_ 21 20 19 18 I I I 17 I I I I I I I I I I O W NU-) N N CNn t0 . co ri Mowl"+�Nr+NNNO I't6zN N +1NNF NZJO I NZO _ V >> EX. GRADE .. f» f»> N z z z n K N d.ZZ V1 F. ZZ - - - T-12" SD PROP. GRADE STA: 14+19.95 p 00 INV: 2523.58 It CY) F- w w W = a0 N M M U) /2/ VJ W ILL! w ILL! (n Cf) w W Z J _Z J 120 LF 8"PVC ®1.30% = = 55' LF OF 8" 269 LF OF 8" PVC ®0.55% I _PVC 0 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 YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES ❑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. 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. 0 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. 0 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. UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 001. /0 Fa 0 >Mwtt V x�R I �s ONozn o_-w Y X � O n i APPROVED WATER CONSTRUCTION NOTES F� aaa TOOj =om� 0_ xd3 O NSr4-jm oaa� o0z NNoo p OM�F O]�0o N > o COza oO,z M x "o o S w x amNY r o> Dprm oowz ox�4 0N�r =za N azo o �maa �oww F N O N o0 =mow = M C,I0 o0z `1 1:) "n w, ,x.0 >S¢3 -aN5 a I aow� �NOU 3O10 -0, o x w O I 0a�� w oomwD 001m /O Fa O >Mwtt V x�R I �s o Noo jW ma -w Y X � O I I I 1 18 L-- 17 E SSMH-13 (48"0) 1 STA: 10+00.04, 6.00RT RIM: 2526.99 3 INV IN: 2514.31 1 - INV OUT: 2514.21 STA* 10+03.55 3 - OFF: 25.63'RT STA: 10+09.38 16 1 OFF: 33.50RT/� INV OUT: 2523.60 BLOCK 2 15 STA: 10+25.54 OFT: 3� INV OUT: 2523.50 STA:10+34.04 8 CO_ - OFF.3.0 _ N:723356.35 STA:10+30.31 E:2434298.66 OFF:45.1 o 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 1 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 1 INV OUT: 2523.90 13 1 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: 109.2ORT( INV OUT: 2523.89 2532 2528 2524 2520 2516 2512 2508 2504 2502 I I- I I I I I I -I NAAT('Wi INIG QI 17 QW1717T Z0 iv COI N:723357.70 E: 2434363.56 RIM: 2527.74 INV IN: 2521.89 INV OUT: 2521.89 I I 2 1 I 1 L BLOCK 3 10' 10' I I BLOCK 2 STRM S RM L- 1 I I i SSMH7 (60" T - ESMT ESMT `ENE STA: 13+SMH- (60" T 1 P GN RIM: 2527.72 4 INV IN: 2506.55 I INV OUT: 2506.45 SEES 4 R=zoo.00' 0 1 L 54.15' + I - SSMH-16 (60"0), 16 STA:12+64.86 SSMH-15 (48"0) + vi -STA: 12+54.34,-6.00LT 42' 1 1 m OFF:6.00'LT 4: 11+41.28,-4.92LT 1 x a o RIM: 2527.5 RIM: 2527.28 3 a o ~ INV IN: 2508.7 4 15 INV IN: 2513.36 ~ 7 INV IN: 2508.76 1 2 1 53' INV OUT: 2513.26 - $ 117 INV OUT: 2508.66 - > g 9 55 13+00 55' 112' �J • 39' �1 11 � w6 AY a ! N PA`LIStRIS - s er -082' 6k ! �6'- 125 1 I W -8" SS 11+00 U • p- ! i ! ! ! 8" ! 6 n 2 mo- o M N W OK 79 +MM \ 3 �~ O C + 0 ^ M N Z OF \ MOM +� 0 Q- 70 +Mu NN QLi FOO Ln 2 \ NMN +� \^MN �� v~io N > o�co O z 2 MF \ NMN NMN QLi Noo N 2 \ 13 12 u � ro� ±MN �oo.00K2 \ ? 3 \ \ 2 3 2 $ F rn� \ CNN ��� N> I \+\ 0�0 m0Mm 60Wu c0 7Mi �Z \ z 4 ONN aNMmaN ±O 1i V1 ±O rn O ui MN I 5ZrmHn "oo YM x KM Li 00 o NO NOFOO O FOO Z Z NZ 6 $ \ \ i\ I I 7 ('-) I- W W in W 8' SS W U) W z 2 U F- Q _ O O a)co0 M 7 _ a - N . u]maM _ V1N mMM u)rra0 u-)aD o60 ,60 ^1u) - - -t u)���� O '440 ,�Ma NMaLn NMLn I�LOnNN r+NnN ' ni`c noN O tD�N M +NM.. a+N��N MNNF Ln +NMN+�NNH MNH N.. 0 LnN� I NZO O inNNNH I N•• O ZZZO N Z 0 O = Z Z 0 I N"� = .. Z 0 = ZZO 2 � > > = > > > > v: Fzz N f»> a:??? N �>> v) a:?? rEX. GRADE N FZ ZZ N a'ZZ N YZZZZ N K - - / m 12" SD oz oz o z PROP. GRADE - STA: 11+58.00 a a a � 8" PVC INV: 2524.37 STA: 12+64.86 INV: 2522.89 8" PVC N STA:10+30.62 a INV: 2522.48 0) CM O a W m N W C0 M U) W N W LuLu '_'^^ v) U) O 75 LF OF 8" PVC ®0.55q W W 82 LF OF 8" PVC ®0.55% W z_ J W = 112 LF Z U OF 8' PVC Q4.00,, ® J _ U O 53 LF Q OF 8„ PVC 0 4.00, 55 LF OF 8'• pVC ®4.249, 0 10+00 11+00 12+00 13+00 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 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 O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 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. 0 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 CLEANOUT PER CITY OF MERIDIAN STD DWG S1. O7 SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. ® 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 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: A11A r.011NT' Wr.HWAY f11CTRlr.T 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 n i APPROVED WATER CONSTRUCTION NOTES 001. -'0 0 >Mwtt U xjR ONOo %w�a D_-w Y X � O K 2536 2532 2528 2524 2520 2516 2512 2508 2504 2502 0 iri ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. — �X ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER FUTURE OAKW/ND ESTATES PER CITY OF MERIDIAN STD DWG W1 & W2. PHASE 2 ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. SSMH-18 (48"0) (NOT A PART) PHASE 2 ❑4 INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD BLOCK 4 STA: 16+03.74,-6.00LT 3 �� DWG W8 & W9. RIM: 2528 23INV OUT: 2514.07 PHASE 1 I ❑5 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. oo�� 2 _ © INSTALL 8" x 8" x 8" TEE. MON bJ a � +N ��" 1 5 I ® INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. o N aOa�N I 3 I ANGLE PER PLAN. moo? N o I �M0 I Do I 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO T 3 I NOZ I F I MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 2 I a 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MATCHLINE SEE SHEET 45 MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. SSMH-19 (48"0) + N TA: 16+48.86,-12.59LT 81, o m �— _ RIM: 25114'7 3 1 \ 0 0 / _ INV IN: 2514.72 1 76' 0 0 2 INV IN: 2515.05 11 INV OUT: 2514.62 R=300.00' N — 8 Uj ! W a — 8. 3S 8» SS CO _ �� NPq=TR/S WAY LLI 8" I I— -�_ o` I 1 88 +00 W 16+00 — (n 74' SEWER CONSTRUCTION NOTES 8 — • 75' 1 ' 5 74' 1 W 1 _ " W ! 1 268» Z Ol INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. U0 INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. --- --_ (- SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND _ Q DIVISION 500 OF THE CITY OF MERIDIAN �G SUPPLEMENTAL SPECIFICATIONS. 3 2 I 0 INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE �� 4 I I PER DIVISION 500 OF THE CITY OF MERIDIAN +o M0N 2 I 1 SUPPLEMENTAL SPECIFICATIONS. N MN Qof F I 8 I 1 a� +N a04 n� 2 6 2 3 HO ul HOO Alt +M� ZN� rnKrn NO�� oMD� I N F O ^ M N m M o N 0 m O Z I Ql�i� li N� ,+pMN +p O^ + ^N I tnOZ O I Lo0 �Op I �� ¢�O NO 1 O '00 11 I > I Z 1 z BLOCK 9 10 9 8 I I I I I I 00 O N �� m _ Q 7 a NN N4�� O+N N co+N +,NNNF Lo N C4;kD N ^GOON r+N a7 Loa)„ = N O = N Z Z>> 0 0 N N N H = NZZZD �ZZ N »» N.. > EX. GRADE In oE z �..f»> o i:.- z z z Z Z Z Z N lr---- 0 z Lo 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 a0 M a N � W W N ti (n (M W Lu E W W 88 LF OF 8" PVC ® 0.50% U) W W r=r^ VJ Z W iPVC W 2 ®0 50 U) H Lu PVC LF OF 8" _Z 245 J _ U F-- O cQ G 2536 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. 2L SHEET 02. BY DATE: A11A r.011NT' Wr.HWAY f11CTRlr.T 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 14+00 15+00 16+00 17+00 n i APPROVED WATER CONSTRUCTION NOTES v=wi =a1 �w D_mN� r o> D 0,. p Owz O X ON�r =za I z< o�`. �ma< F �Ozp N O � w N o0 -a 01 OI 00z OO 'Oj ' xQO >S¢3 -aN a I ~ aow� �NOU 3O10 a0, o x 8)Iz Sa1.1 w ro�w� 2536 2532 2528 2524 2520 2516 2512 2508 2504 2502 01 F J 1J C Q II FUTURE OAKW/ND ESTATES PHASE 2 (NOT A PART) PHASE LINE PHASE 2 1 PHASE 1 I BLOCK 6 MPS SSMH-20 (48"0) 1 STA: 18+46.23 4 STA: 17+38.79,-4.93LT OFF:36.68'LT 4 -2- � Cm 1 1 SEE- 45 SEE RIM: 2528.79 ! INV IN: 2514.18 INV OUT: 2514.08 SSMH-21 (48"0) STA: 18+64.42,-5.93LT RIM: 2529.27 3 00 INV IN: 2513.45 n INV IN: 2513.45 - INV OUT: 2513.35 60' 1 L 'n'_696., Q < 00j i o' u W 125' 1 13 � USTRIS AY 15 1 I 1 3 BLOCK 7 co LL� SSMH-22 (60"0) J 00 m STA: 19+76.28,-8.62LT + a0,�� It RIM: 2528.93 4 INV IN: 2510.81 0 8 NV OUT: 25.0.71 2 163" 113' 1 �SS $ 1pp 95• 1 B ! N pA R=300.00' 18+00 L=7.32' � 55 ' 8 2 w121'1 ! 13 00 n �� 2 \ 0� .0 1' 0N + ^ �' o0N +M 0) M N i 3 ocro a M ai cr_ ¢O ¢liO 2 \ 13 i:z 8 �vON 2 oc"1' cNi, +,6In a HUJ ZMa! M �MN N00 u)0ui m6 + liH �N � ¢LLB 6 �00 N 7 4 \ O Z CFO - '00 \ rn > 7 Z \ \ 3 N of cNi O Q W M N �N �00 \ ~ N > O Z \ \ \ 6 of +Mo 0) M N i \ N MOO < > 2 N Z \ \ "'� ±N a�� O O> 2 O N + 0 H N \ O Z M M + \ M N 7 \ I H v 0 3 O O \ \ N z \ \ \ 5 4 \ BLOCK 9 \ = \ PROPERTY LINE ❑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 a DWG W11. Dz © 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 Tie -MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. m+ = N � . a01 a �� N M N M N N F NZZD >>> aZZZ N 2.. N In O OO N M N H = N Z O O f» VI Ftz z ul M M Z Z O >>> d.ZZZ N.M0 �.. PROP. GRADE N C) aaO + OON N - O ZZ -- M+ I In O Oi ^MN0iN��O N00N N N N N O >>> � z z z _T1 (V o z 1\\ n `10 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 7 INV: 2523.83 a T- u; ro F W W 2//� / vJ W 88 LF OF 8" PVC ®0.50%(w 125 LF OF 8" PVC ®0.50% � W O W Z W J 113 LF OF 8" _ PVC ® 2.25Z (f) W 0 Z 71' LF OF 8" PVC ® 2.25% J 2 U H Q 2536 2532 2528 2524 2520 2516 2512 2508 2504 2502 SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 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. 0 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. 2L SHEET 02. BY DATE: A11A r.011NT' Wr.HWAY 111CTRIr.T 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 17+00 18+00 19+00 20+00 n i APPROVED WATER CONSTRUCTION NOTES T=�p � I U d U m 0 �1 0 NO~N o x z roa�� N F U O Campy N=w� =al �w D_mN� r o> Do 1. OOwz OxsO =za za oMap �mQQ �owz. F N O x � N po _ zw =aWn� wz 0 I oozy ¢Oo UO" �x >S¢3 -aN'z a I aow� �NOU 5 3O10 00w- ox 8)Io 0 w ro�w� r7 m„w Go 3 00 00 10+00 I 3 17 16 I 15 I 14 I N JNi_uOl o ooN N1O+7 O�JOON N O O + csi NO 6- 0 +0.7 0 j O? O (noLn ? N7O ~I`Z I I 2 3 2 2 2 N 2 � I I M 1 w _w u; 4 -W 8" W ! ( 8" I I w CO CD W w S11 00 N _z J - _ —Lq 2532 2528 2524 2520 2516 2512 2508 x— x s x— BLOCK 3 13 I 12 X ------ x --- 1--* ------ ��_ X-Fx— I I 11 10 1 9 M 00 r " I NQJSON I I I I N °°N OI OO J I ON p o to O^pNON 00mo+Ocd0 f O 00 I N O N N ON N N O N N N O O O H lei Hl�i> Qli> Ql0i Q�> Qli QlLi NO N 2 I f~il0? NO f~ilOz ~I`Z �O 3 2 2 3 2 N 2 3 N' I 1 I I _T- - T_ T T T W I g" yy , 8" 1W S a + APGAR CREEK ST 243' 1 - - 1 371 0 ' i 12+ 0 V) 8" $$ LLI Lo U < rO NlL0NH O¢ 3 Lb0r'7 a_K o 0'0 ui 0N! of0'`m aa0 � I — �a X�2 N +ON + N +ON ±NN ON OON 06 0M rO In ON NN NNn0 7 O N ON N� NNNNNNOONWO OON +OOM K MGNK0 OKOM r LO 0 Hi It~ mI N o o �U) 'n0 o > I NoN � — N �00 moo Z I Z I Z I Z I Z I I N Z I N Z I N Z SSMH-24 (48"0) 15 I I — 3 14 13 12 STA: 10+49.77, 5.50RT I 11 10 9 RIM: 2526.55 INV OUT: 2517.89 I I I BLOCK 2 16 � 17 L 1 M xT x�x W r w- - _ U) LU —8" W LU z J U Q 00 mN �� a oai a167) 7 N + N N N+NNE Nj O N-0 x N > x.. f > > (0EX. Z_ N Y K K GRADE PROP. GRADE Ln co I-- a LLI m LLI rn _ � rn Cl)Lu ' Lu LLI C/) LLI 243 LF OF 8" PVC ®0.60% LU Z_ 'w^ VJ J Lu Lu J 224' LF OF 8" Q = PVC ® 2.89% C) cQ G 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 ❑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. SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 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. 0 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 MAINTAINED FOR ALL POTABLE AND NON -POTABLE CROSSINGS. 4. TOTAL LINEAR FOOTAGE OF SEWER MAINS: 3739 LF. UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 001. /0 Fa 0 >Mwtt V x�R I �s ONozn D_-w Y X � O n i APPROVED WATER CONSTRUCTION NOTES T=�p d I o�4w U d U m � 0 1 NO~N O - N roa�� N F U O Campy N=w� xal �w D_mN� r o> D01m OOwz OxsO ON�r =za z< oMap �mQQ y OwO F NOTN N po _ oa zw Na' a1 wz oozy aoo >S¢3 -aN'z a I aow� �NOU 5 3030 -0, ox 8)Io 0 w ro�w� � m„w 8 7 6 10' STRM' 1 N ESMT aFN 1 co � �nN I i I I ON 'o ad 'DN O + I ^oH NO t CJ �OF A � NO Hz n0? N Hp a�> ND? ch r LLJ O — —w - Ln 8" W Lu g^ ! I 8„ Wr H Q Lu 1 243' 1 371' oM 3 ��__ 13+OQ LLd SS Lu z ! ! s — J _= N 2532 2528 2524 2520 2516 2512 2508 I — BLOCK 3 I I 5 4 3 2 10' STRM I ESMT co I O OD N J OJ tnO M ON �NO N 1 Q 10 M �IOJ- OLLL 0 0 OFJNN +0 OO 0 aa00 NH_f u) + M N N +0 O O I a0 <0z -NOZ-JN O 0—ZOZ p - U~p�l 13 v)0 I 3 I I 3 I I 2 — -R=200.0 L=54.1' 1 I I 8" W I a" 3 2 2 3 2 1 4 u� ��o aPf aoo }Oo 0 N�N �O oc N a00 cli N N + O M N } O N } O ^ N N M Iv~io moo I moo I a� �o N In v 0 N0 o v > Z I I Z Z SSMH-2I (48"0) STA: 12+92.64, 5.5ORT 6 L(T)RIM: 2526.44 INV IN: 2516.68 INV OUT: 2516.58 4I I 8 � N 0 N 0 — ON � 0 N a; I I I N0o Z 4 BLOCK 2 I I ST 07' 3 1 ~ o � K -a o 2 O m 1 a� x — 2 c"_ I 3 "k N F _ ap F D_' 2 N _ o ifJON + N °'�N t O N cn + b OON O + o- cN ^� a� ^NN o I moo I a0 N ' I N0 rn0 I `^0 z Z 2 3 SSMH-26 (48"0) STA: 15+16.15, 6.48RT RIM: 2527.0003 1 1 INV IN: 2510.09 1 I INV OUT: 2509.99 E 0 I 1 1 I - I x� (— / x—x---x�v O aJ 0 _ Orr m OD O o 000 ua+N o O'0 N 'tO� O+^�N ,f1NNH I N "0 ZO N VI �»> �ZZZ 2 .. -0 N Z» EX. GRADE N �_>> 0: N z z 12" SD �I PROP. GRADE STA:13+76.28�n N INV:2523.25 yJ PROP. PIRR llr CROSSING It "0) Lu rn LLI LU LLI (n 2r^ Lu V) ^ LLI 06 Lu Cn - Lu //Cl)� Z LLI z = U 2 U 224 LF OF Q 8" pVC ®2.897 Q 42' LF OF 8" PVC ®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 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® 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. 0 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. 0 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. GRAPHIC SCALE IN FEET 0 10 20 40 n i APPROVED WATER CONSTRUCTION NOTES =al �w O_ M r I o> �pzm OOwz O x.O 0N1 = z z< oMap �maa �ow� F N O N p o -a M ' I oozgao 0 a, x O >=z3 -aN'z a I aow� �NOU 3O10 -0, � - o x 8)Iz oa1.1 w romw n m„w 1 I I BLOCK 6 3 N � . QIQ O O N H O O � � N I N + O FUTURE OAKWIND in 1'O ll 0 In 0 > ESTATES 9 I 2 T PHASE 2 I 2536 2532 2528 2524 2520 2516 2512 (NOT A PART) 0 � 8" I M 15+00 II 76'[ [PHASE LINE 5 — — - SSMH-27 (48"0) STA: 15+02.81, 6.00RT 3 RIM: 2527.82 INV IN: 2515.26 INV OUT: 2515.16 1 BLOCK 4 N p N aO U)� .00 I�O� .0 N NaUj� WNN N +207�N n+ N N N O N H I N N N H N Z Z I NZ� _ •• O •• EX. GRADE v� � z z z f>> r ) n Fzzz / --- PROP. GRADE W W V llT^ vJ W W in W Z_ _I 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 I IBLOCK 7 N X- 3 fly 4I(L J aq Z�J O I O SON mph r nLh w I N li � O 4� N CFO O 0 F 0 Z cno \ I I 3 7 _ 2 8 8 \ 44 1 __ Z cn I S" W 17" 1 � 1 14' I N — — • 163° 15+00 8 ' 8" SS I Z 1 60' 60' 1 V SSMH-29 (48" 0) 2 3 STA: 14+91.86, 7.44RT a n I :3) RIM: 2528.77 Caf ) ca INV IN: 2515.29 N� rovt°i INV OUT: 2515.19 aMN +v aN NOO ( 0 I Z_ �I PHASE LINE) BLOCK I1 I ul I�NL NMM� OujZ N N O N ONO +,NNE co OO�N N+NNH N+mNNH = NZZ� NZO = N-0 ..M»> 2 N .. N :�>> �Z_Z N d.ZZZ rn F N r EX. GRADE PROP. GRADE N W W 2 o Cn -co � LLI N ''W v^ J W _Z J _ U Q 60 LF OF 8" PVC ® 0.50% �61 OF 8,. pVC ®2.89% O 14+00 15+00 2536 2532 2528 2524 2520 2516 2512 ❑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" 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. SEWER CONSTRUCTION NOTES O1 INSTALL 8" PVC SDR35 SEWER LINE PER 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 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. 0 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. 2L SHEET 02. BY DATE: AI)A r:011NT' Wr.HWAY f11CTRlr.T 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 n i APPROVED WATER CONSTRUCTION NOTES as d U wo =3z at = i I aoY 0z0 0wr op= =a¢ Ta �J 1ao NOa3 O Oo Uwm U x a J X o_=N N 000? N Oo O _ �M>F C>py olw � ow. O o1zz �Mza =w� o_ M r o> �prm o Owz O x�O /=Za za oMap �mQQ y OwO F N O T N po _ =zw aw n� wz OI 00z a0, UOy, /Mo0 >=z3 -aN'z a I aow� �NOU 5 3O10 0 0 , ox 0 o oa1.1 w romw Mm" 4 2536 2532 2528 2524 2520 2516 2512 2508 2504 I I I SSMH-30 (48"0) I I I STA: 13+6674, 6.00RT BLOCK 8 3 RIM: 2527.76 INV IN: 2513.50 3 2 INV OUT: 2513.40 N V, i LU cIco O QQ N I O H aJ H O�FN M H � IrT in NrN 00 aO F OWN I a, a J ZN J NJN f�0N 1 O~aJJN ^N m�4 0 HQ � + o + 6 � 4 JMiINOp>n I + HMOMOpZ o~> <1<L> � p O O?vi vO? N O NO? N /~Ot^uQp)OO 8 2 2 2 8 2 3 �i T I I I 8 FUTURE OAKWIND 14+ o ! 1 17• 58 1 16'E ESTATES 13' 1 - - wav�«a sr PHASE 2 107' 1 (NOT A PART) !SS SS a* 1 a0 J u) J apN m M + O O �0 V1 O ? 10 T u W 1 78' 5+00 � U 92 S e• s 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' COVER PER CITY OF MERIDIAN STANDARDS. —� J 0 INSTALL 4" SANITARY SEWER SERVICE O 2.0% MIN. SSMH-23 (60"0) STA: 14+74.08, 7.00RT 1 71' SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND RIM: 2528.75 4 / 1 DIVISION 500 OF THE CITY OF MERIDIAN INV IN: 2509.12 IV)3: SUPPLEMENTAL SPECIFICATIONS. INV IN: 2509.12 OUT: 2509.02 INSTALL 48" DIAMETER ECCENTRIC SEWER MANHOLE 2 IINV MATCHLINE SEE SHEET 42 PER DIVISION 500 OF THE CITY OF MERIDIAN I3 MHM SUPPLEMENTAL SPECIFICATIONS. M I ^9f ' MKm ^�N I I I 3 � N PROPERTY LINE ® INSTALL 60" DIAMETER ECCENTRIC SEWER MANHOLE M a M N I I00 + PER DIVISION 500 OF THE CITY OF MERIDIAN N I ^ 0 SUPPLEMENTAL SPECIFICATIONS. I v~io V 1 2 I �o 0 CONNECT TO EXISTING 8" SEWER LINE. 2 Iz BLOCK 7 01 BLOCK 9 \ PHASE LINE I O W 3 1� 3 \� N N N O a un O . O)oM oo M+Nun MN r17F) N MN NH O+ N O N I N Z Z O NZJ N »> = O Z E ZZ v) EX. GRADE N K Z Z PROP. GRADE f o z_ 8" PVC STA:14+90.08 Lo Ol INV: 2524.27 107 LF OF PVC ®4.009, 0 CONNECT TO EX. 8" SSWR PIPE. 92 LF OF 8„ FV NV. EL: 2505.36' C 04 .009> 14+00 15+00 2536 2532 2528 2524 2520 2516 2512 2508 2504 16+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 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. UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 02. KEY MAP N.T.S. GRAPHIC SCALE IN FEET 0 10 20 40 001. /OFd O >Mwtt V x�R I �s ONo2 K-w n i APPROVED IRRIGATION CONSTRUCTION NOTES - �w TO a O o.- 0' x U �3 N=�`m �aaa U I ti gaiN ( Ott9 N O 40 _ O 5 x N za CONu N=O� ao Z I o T 'z 0 0l j o M o /M za O N z 4 taQa d NmzQ moo oW=C 12Z C) OOzs Q O UOin� �x00 >S¢3 a .w Om1U c 3 ol0 -ow. ox oaWzw romw n m„w I I I I / 1 FUTURE OAKW/ND j ESTATES PHASE 2 I � (NOT A PART) � I MATCHLINE SEE SHEET 48 I I I I 1 == 16 10 BLOCK5 6 CHLINESEE — — — — — — — I 15 2150 6 8 2 59 LF 6"PIRR 6 6 I r_ SHEET 48 6 17 16 8 2 ^ 71 LF 6"PIRR 2� II L6 IRR 1 �/ 75 LF 6"PIRR I d h m I I W DAPHNE ST I I 57 LF 6' PIRR 2 - " �68 LF 6"PIRR ! I I � — — — — — — 74 LF 4"PIRR 1 7— I 8 2 63 LF 6"PIRR 6 II I 5 II 8 2 70 LF 6"PIRR II — — 49- II 1N 1 �1 24 LF 4"PIRR 24 LF 6"PIRR 6 J use J-1p 66 LF 6"PIROR 6 10 16 17 16 15 BLOCK 3 R95 LF 6"PIRR 616 11 A �A 10 16 15 15 1 11 16 I 48 148 LF 6"PIRR 6 17 16 15 14 13 12 11 10 9 8 7 654 3 2 0 F 6"PIRRR 2 I U 16 10 Ie8L 1 m — — I— —3 W APGAR CREEKST 17 LF 6"PIRR 146 LF 6"PIRR 46 cv176 LF 6"PIRR 2LF 6"PIRR 2 8 / 4 1 1 — — — _ — — — — 6 z j45 BLOCK 2 R98 LF 6"PIRR 15 - 5 I I 1 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 88 LF 6"PIRR I = 44 53 LF 6"PIRR 2 8 16 11 6 6 1. 2 95 LF 6"PIRRR 15 21 360 LF 6"PIRR n R17 LF 6"PIRR 11 16 6 6 15 18 16 T03 /W 6 6 43 15 17 15 — l — 8 2 60 LF 6"PIRR I i 16 13 13 16 TO B - rllm=wnht=--= I 12 LF 6"PIRR�I PMR 6 (/' Z cc I I 6, 8 — — p1m pm BE one pIRR vr� 'I L S 18 16 42 15 15 15 111, L 7 Q Q O Q 1 10' 16 6 6 18 16 15 47' � I�' g S/W I 171 LF 6"PIRR R/W 8 Z Q Z S � O I 41 18 19 20 21 22 23 24 25 26 27 28 29 i 30 i 31 32 33 34 35 SSW „, B/' S5W � y I w l I D / 9 k I I co g I 1 40 Lo BLOCK 2 Z W z I 205 LF 6"PIRR �-� I 1 L 10 251 LF 6"PIRR 39 1r,� to W RIVA CAPRI ST m m21 15 - 1 / Ofm p r. I 38 I 36I 1 IV) BLOCK 1 (z I 1 37 151 6 I 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1 13 12 8 35 I 15 21 21 15 - I I I 6 21 15 21 15 16 11 52 I II 11 II 30 LF 6"PIRR �I+ vnR � pw vll� 2 66' LF 6"PIRR- I 18 16 �643 LF 6"PIRR_pNwPRR vrR 15 vra / 10 LF 6"PIRR 11 16 6 I 10 16 52 39 LF 6"PIRR I -I I------�103 LF 6"PIRR- J G— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W McMILLAN ROAD __7 _ 11111111111��II� 1111111111111111 �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 0 20 40 80 KEY MAP N.T.S. n i APPROVED IRRIGATION CONSTRUCTION NOTES O 0 z �01Z z -oowo x�= to TNzm 0 0l j o a Oa !xza O N z 4 taQa D NmzQ �owo � o =C '2 z C) C) oozy aoc� o,xoo NF a I z Z. 3010 o x � oa z W ro�w� I I APN: SO429440000 I I I I .t Qc O O APN: SO428325610 �D279 LF 6"PIRR-\ APN: I SO428325460 L --------------- - 3------- BLOCK 8 F"I - - 15 2 1 I I W AVILLA ST LF 4"PIRR 2 \ 15 3 k 5 3 15 APN, x SO428325460 z \ 3 c BLOCK 9 4 15 � \ 3 5 \ 15 3 \ 15 3 6 79 LF 4"PIRR 5 A e BLOCK 6 1 7 5 3 2 7755 LF 4"PIRR 1 7 W MILANO ST 8 �D11 LF E I N11:02111111 1�1I/A111 % �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 / DCK 4 / GRAPHIC SCALE IN FEET 15 0 20 40 80 2 S/W 8,, _�� 11 S/W 47' R/W BLOCK 9 OAKWIND 146 LF 6"PIRR 12 IRRIGA' co 15 / j I / MEF 15 = 13 I KimTej 2 95 LF 6"PIRR c 2022 KIMLEY-Hc I 16 10 79 LF 6"PIR0R 950 Bannock 16 10 I 1 Boise, Idaho 837 14 vIRR I I I DI .. 6 15 LF 6"PIRR 11' SI FOR REVIEW ONLY SI II KDowrAafsF7elow. NOT FOR D, Call bet eyoadig. CONSTRUCTION CALL 2 BUSINESS DAYS IN ADVANCE BEFORE PI YOU DIG, GRADE, OR Kimlepo Horn EXCAVATE FOR THE MARKING OF UNDERGROUND D' MEMBER UTILITIES