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CC - Construction Drawings GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS E VICTORY RD FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND CIVIL IMPROVEMENT PLANS 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. FOR 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS TEN MILE ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO FEEDER CANAL N HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP o� 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. SH L URN SOUTH HAS 2 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE 28 PRIOR TO START OF WORK. W o 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK cr) v IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SUBDIVISION NINE ti1IyLE �' 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE C/,�EEK N.TS. 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 LOCATED IN THE N W ' OF THE SE -1 OF SECTION 28 TOWNSHIP 3 PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 4 4 GENERAL CONSTRUCTION NOTE N0. 1. NORTH , RANGE 1 EAST 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 E AMITY RD PAVING. MERIDIAN ADA COUNTY IDAHO 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC > > VICIN/TYMAP 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 CIVIL ENGINEER OWNER/DEVELOPER LAND SURVEYOR TJN, R1E, SEC. 28 DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN KIMLEY-HORN AND ASSOCIATES, INC. SHELBURNE PROPERTIES, LLC LAND SOLUTIONS, PC WRITING PRIOR TO CONSTRUCTION. 7740 N. 16TH STREET, SUITE 300 7629 E PINNACLE PEAK ROAD #110 231 E. 5TH AVENUE, SUITE A 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PHOENIX, ARIZONA 85020 SCOTTSDALE, AZ. 85255 MERIDIAN, IDAHO 83642 LEGEND PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT PHONE: (602) 944-5500 TELEPHONE: 480-401-0800 PHONE: (208) 288-2040 ABBREVIATIONS LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. FAX: (602) 944-7423 CONTACT: RANDY CLARNO CONTACT: CHRIS HANSEN 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE CONTACT: ANDREW JUPP, PE - - PROPOSED CL ABC AGGREGATE BASE COURSE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE AC ACRES/ASPHALT CONCRETE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE PROPOSED SWALE ADA AMERICANS WITH DISABILITIES ACT CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE SITE DATA SHEET INDEX B.C. BRASS CAP PROPOSED SECTION LINE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 - - B/C BACK OF CURB PRIOR TO ANY EXCAVATION. ZONING: R-8 PAD NUMBER SHEET TITLE - - - - PROPERTY LINE/TRACT LINE BCF BRASS CAP FLUSH GROSS ACREAGE: 9.52 AC 01 COVER SHEET PROPOSED CROWN LINE BW BOTTOM OF WALL NET ACREAGE: 9.35 AC (NET OF AMITY ROAD R/W) CIF CUBIC FEET ROADWAY NUMBER OF LOTS: 47 02 PAVING KEY MAP NUMBER OF BUILDING LOTS: 39 ROAD RIGHT OF WAY CFS CUBIC FEET PER SECOND 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 03 UTILITY KEY MAP C, CONC CONCRETE CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. NUMBER OF COMMON LOTS: 8 - - - - LOT LINE COR CORNER 2. ACHD OR ITD GROSS DENSITY: 4.09 DU/AC (BUILDING LOTS ONLY) 04 GRADING PLAN COM CITY OF MERIDIAN WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE DEVELOPMENT TYPE: SINGLE FAMILY RESIDENTIAL PIPE ZONE. 05 GRADING DETAILS & WALL NOTES EASEMENT CY CUBIC YARDS BENCHMARK 06 PAVING PLAN & PROFILE DDIP DUCTILE TL DETAIL ACHD NOTES 07 PAVING PLAN & PROFILE LIMIT OF DISTURBANCE DWG DRAWING IRON PIPE HORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) S PROPOSED 8" SEWER EOP EDGE OF PAVEMENT 1. ANY REQUEST FOR VARIANCE OF DISTRICT POLICY MUST BE MADE IN WRITING AND REFERENCE THE APPROPRIATE VERTICAL: NAVD 88 08 PAVING PLAN & PROFILE ESMT EASEMENT SECTION(S) OF THE ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE 09 PAVING PLAN & PROFILE W PROPOSED 8" WATER EX., EXST EXISTING REQUEST IN WRITING. PRESSURIZED IRRIGATION FF FINISHED FLOOR ELEVATION 10 PAVING PLAN & PROFILE PROPOSED CURB FG FINISHED GRADE ELEVATION 2. ANY PRIVATE SEWER, WATER OR OTHER NON-PUC REGULATED UTILITY ARE PROHIBITED FROM BEING LOCATED WITHIN 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS 11 PAVING & DRAINAGE DETAILS FL FLOWLINE THE RIGHT-OF-WAY. OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. EXISTING EDGE OF PAVEMENT G/GUT GUTTER 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION 12 LIGHTING PLAN GB GRADE BREAK 3. ANY IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION HDPE HIGH DENSITY POLYETHYLENE 4. ALL UTILITY RELOCATION COSTS ASSOCIATED WITH IMPROVING STREET FRONTAGES ABUTTING THE SITE SHALL BE SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF 13 UTILITY PLAN & PROFILE ® PROPOSED SEWER MANHOLE HP HIGH POINT BORNE BY THE DEVELOPER. ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER 14 UTILITY PLAN & PROFILE PROPOSED FIRE HYDRANT HR HOUR 5. IN ACCORDANCE WITH DISTRICT POLICY, 7203.3, THE APPLICANT MAY BE REQUIRED TO UPDATE ANY EXISTING DEPARTMENT. 15 UTILITY PLAN & PROFILE m INV INVERT PROPOSED GATE VALVE IRR IRRIGATION NON-COMPLIANT PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES 16 UTILITY PLAN & PROFILE L LENGTH ACT (ADA) REQUIREMENTS. THE APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO WATER NOTES 17 IRRIGATION PLAN ® PROPOSED RETAINING WALL LF LINEAR FEET DISTRICT DEVELOPMENT REVIEW STAFF FOR REVIEW. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS LP LOW POINT IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA SIDEWALK RAMP MAX MAXIMUM 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO MH MANHOLE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT 387-6284 (WITH FILE NUMBER) IN GENERAL CONSTRUCTION NOTE NO. 1. PROP. STORM DRAIN MIN MINIMUM FOR DETAILS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE N.T.S. NOT TO SCALE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE PROP. CATCH BASIN N.P.D.E.S. NATIONAL POLLUTION DISCHARGE ELIMINATION 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING 0 SYSTEM BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE P PAVEMENT ELEVATION WU WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN �_ 12 -� PROPOSED CONTOUR PC POINT OF CURVATURE OfZ 8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT POLICY EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE PE PAVEMENT EDGE MANUAL, ISPWC STANDARDS AND APPROVED SUPPLEMENTS, CONSTRUCTION SERVICES PROCEDURES AND ALL CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES EXISTING CONTOURS PT POINT OF TANGENCY APPLICABLE ACHD ORDINANCES UNLESS SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 99 79 TOP OF CURB ELEVATION PUE PUBLIC UTILITY EASEMENT wo SHALL PREPARE AND CERTIFY ALL IMPROVEMENT PLANS. 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). PVC POLYVINYL CHLORIDE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE GRADE BREAK PVI POINT OF VERTICAL INTERSECTION <Q 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE WATER SERVICES OR POTABLE WATER MAINS R RADIUS/RANGE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A 10.00 PROPOSED SPOT R/W RIGHT-OF-WAY 00 Yr 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY. THE POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS FG ELEVATION REF REFERENCE CONTRACTOR AT NO COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING EXISTING PAVEMENT REV REVISION Y SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE /__EG SPOT ELEVATION SCH SCHEDULE U CONTRACTOR SHALL CALL DIGLINE (1-800-342-1585) AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SEC SECTION GROUND WITHIN ACHD RIGHT-OF-WAY. THE CONTRACTOR SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16 . SF SQUARE FEET W ( ) PROP HEADWALL UO THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE SHLDR SHOULDER �� WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY SPEC SPECIFICATION N 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 ® SS SANITARY SEWER a (I.E. SEEPAGE BEDS, DRAINAGE SWALES). PROP. CATCH BASIN, SAND & ST STREET = o �� PERCENT. THERE ARE NO TOLERANCES ALLOWED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS �� /�-�///� GREASE TRAP, SEEPAGE BED STD STANDARD z 12. CONSTRUCT ALL PAVEMENT MATCHES INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS WITHIN WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY & OBSERVATION WELL o N w� ( ) SW SIDEWALK x NQ CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SY SQUARE YARDS r o =� ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: COLLECTOR, SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. - - STORM WATER INFRASTRUCTURE ~Z LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (Y2") MIX, PG-64-28 THREE EASEMENT TC TOP OF CURB Y � oZ TF TOP OF FOOTING 6- rW INCHES (3") THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN GREATER. DRAINAGE NOTES TRW TOP OF RETAINING WALL U_ �< ® PROPOSED STORM DRAIN MANHOLE TSR TOP OF SAFETY RAIL �0 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR W N ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE TW TOP OF WALL o o SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. TYP TYPICAL N wo ZQ A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE Z a- �� AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY o ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE o » B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE o U)� SHALL REPLACE THE ENTIRE ROADWAY SURFACE. PERMIT. LO N oY C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE Zm WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. z _Wz D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED o ZQ UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. SHELBURNE SOUTH - PHASE 2 o m Za E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE L 00�Z CONSTRUCTION BEGINS. Plans Are Accepted For Public Ld 0 zo Street Construction COVER SHEET 0 Q)-w a SEWER NOTES By stamping and signing the improvement plans, the Registered 4i 'o of Engineer ensures the District that the plans conform to all District a a 0 o o policies and standards. Variances or waivers must be specifical- MERIDIAN I D E o z� 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL ly and previously approved by the District in writing. Acceptance %X wa AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. of the improvement plans b the District does not relieve the o a� 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM ► PPFtCI'VED F R RegisteredpEngineer o these responsibilities. � U ion DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN Ita�wo3ITFUT13N BY DATE: 1ey >>> Horn oow - ADA COUNTY HIGHWAY DISTRICT K' =3LO00 AND NON POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE z Cn "�� CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING These plans and}or specifications have been reviewed far o 202o K�M�EY-HORN ANo AssociATES, �No. M a< WATER SYSTEMS (IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16 . compliance with Meridian City Standards and Specifcations. This o 950 Bannock Street, Suite 1100 co�Z review does not relieve the owner, engineer, or contractor of the Z 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS responsibility to design and+or construct those facilities incompliance Boise, Idaho 83702 208 297-2885 N Lo ZO SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER s X with all current applicable federal, state and local laws, rules, DESIGNED DRAWN CHECKED 1-o w� MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE regulations., ordinances, development agreements, specifications, ■ . � SS��NAL ENG �F� ■� �� i� ITC ITC TRB CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA orders or approvals, all of which the City retains the right to enforce. 8 ' e �o CENSF� FF Z 00 C=Z Q N SCALE (H): N/A o 0 0§j" 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Inconsistencies not noted by City staff shall not be construed as � � � rj ;�■ �� T SCALE (V): N A w `2 XwZ 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE approved unless specifically addressed in writing by the City. Any 1 EwW CROSSES A STORM WATER TREATMENT FACILITY //I.E., SEEPAGE BEDS, DRAINAGE SWALES , REFER TO DETAIL 7 OF THE proposed revision to these plans must be submitted for review and '. r ru,owwhmrst�elow PP VE DATE: SHEET NO. W N c�w l ) Call before you dig. q �� w i�0� 2017 ACHD STORMWATER DESIGN GUIDELINES. compliance with the Meridian City Standards and Specifications Jj �o a 9 01 2020 j C)~zoo before said revision ils constructed, ■ C NLL 2 ADVANCE BEFORENESS � N PROJECT NO. O 1 = CJ w ■ YOU DIG,GRADE OR Z XI X U: ■ EXCAVATE FOR THE c 291015008 A-- Lei oz Name Date MARKING OF UNDERGROUND DWG. NAME a /w cn Q ■ MEMBER UTILITIES w Y �`0 5008-PH2-CVR.dw of 17 shts S89°19'52" S89°19'52"E I S89°19'52"E 1707.04 636.12' - 315.38' FOUND " DIA. IRON �, FOUND a" DIA. IRON PIN AT I PIN AT CS OF S OF SEC 28, T3N, R1 E. SEC 28, T3N, R1 E. \ ` IPROPERTY LINE I 0 � I LINE TABLE II ' LINE LENGTH BEARING L1 170.60 N89*14'42.97"W I � L2 201.94 NO°31 20.22 E L3 141.43 NO°31'20.22"E II I APN# L4 207.00 S89°28'39.78"E �� I (I S1128438580 PROPERTY LINE L5 328.50 SO°31'20.22"W� I(NOT A PART) L6 133.50 S89°28'39.78"E x' CURVE TABLE I I N CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT APN# — i C1 60.00 94.00 N44°21 41 W 84.68 89°46 03 59.76, S 1128438700 I (NOT A PART) \ I C2 50.00 59.59 N34°39 52 E 56.12 68°17 04 33.91 � � � � 46 ��\�\� \ I C3 60.00' 94.25' S44°28'40"E 84.85' 90°00'00" 60.00' II 51 r BLOCK 4 17� - 10 SECTION LINE C, 52 I I I ��,�I � � �� 2.5" AC SURFACE 49 48 47 I � �� COURSE 4" ABC PROPERTY LINE 53 O r _ _ I — 13" GRANULAR SUBBASE V � I PER ITD AND ACHD w NO L4 /\ old? —I—I —_I —_ I —I 54 E. CEDARS TONE ST. c �'\ _'I 3 � �o " I I o _ _ _ ` BLOCK 4 SHELBURNE SOUTH - 1 I � I — — — — — PHASE 1 NOT A PART , NOTE. 55 1. PAVEMENT SECTIONS PER RECOMMENDATIONS 16 2 ��`� INCLUDED WITHIN GEOTECHNICAL REPORT 45 \\ PREPARED BY ALLWEST TESTING & ENGINEERING, W U I — I I I �� I DATED 03/04/2019. OfZ I I I ow Q I LOCAL ONSITE I 56 15 I 3 44 ' PAVEMENT SECTION 00 U) 57 _ _ _ _ � _ I INTERNAL LOCAL STREETS Q I 08 z ' NOT TO SCALE 00 E. TAORMINA ST. 6 E. 14 I 4 W 43 I ILL] = '_ 0- — — �� I c5 Wo 1 J 0 O 1- I I I I vi F I 13 BLOCK 7 5 1 42 ' �� 2 I W I09 I - - NOTE: 0 a-0 (V rl 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a o a I Q I LU j I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF ZO N 0W — PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. o W 12 I 6I 41 I I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o= I I� 3 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. C �C5 `J — I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y 30 I I RAMP. ` W — 3. REFER TO SHEET 02 OF THESE PLANS FOR U- 11 I 7 40 ' I HORIZONTAL CONTROL LINE AND CURVE DATA. 00 4 I Z Ld0 - - - - — o N z a I _ cr) �o GRAPHIC SCALE IN FEET 0 o » I� 10 8 39 ( 0 30 60 120 NORTH 7) wJ 5 m 9 ��gCi O N p I /1,� `..,.� 3� 0 '�zQ 6 — E. GRAYSON DR. _ _ I ' SHELBURNE SOUTH - PHASE 2 om-o L1�n-7 D `� / w �0zz — _ — — — J PAVING KEY MAP E xwF- Q)—WQ I I Of w _ co I I I n E 06 I _a\ MERIDIAN, ID I X w1 K U 00 APN# 07 g 9 10 �0o W o � S1128438652 rn �LC,00 Z o x of I BLOCK 6 NOTA PART I I © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m �a< I FOUND BRASS CAP I ( ) I L co a W MONUMENT AT I I I I 950 Bannock Street, Suite 1100 Z 0 SW CORNER OF SE 1 I Boise, Idaho 83702 208 297-2885 N 8 jp0 OF SEC 28, T3N, R1E. I PHASE LINE °' w� 4 ' C 00 AL ENG DESIGNED DRAWN CHECKED I CO — — —I I FOUND ALUMINUM CAP o�� CENSF ��F ITC ITC TRB — — — — MONUMENT AT a F 0 0 PO Q SCALE (H): 1"=60' o 0 0 , — — — — — — — SE CORNER OF SEC I T - - — — SCALE (V): N/A w wz I N031 20 E - - - - - - - - - _ — � —_—_—_ - - - - - - - - - - - �� 28, T3N, R1E. I _ ~J o =¢ _ _ _ _ DATE: SHEET NO °' 0� SECTION LINE 25.00' u Call below. w N 0 ---------- _ s o a 9/01 /2020 /30~w _ _ ---------------------- -- __ = ALL 2 BUSINESS DAYS �q �Q� ///••�� >C)z: i — c i ucr —` — N ADVANCE BEFORE PROJECT NO. O' / o — � GA GAS - GAS - �' L (�Ln w0 ------ ------------- ---- s--- -- -------- --- GAS — cns YOU DIG,GRADE,OR C N z Ix�� _ S89°14'43»E ----------------------------- , » ------------------ ------- --------------- ------ , » --_— ---_------------ ---- / EXCAVATE FOR THE c 291015008 0 X .. _ S89°14 43 E S89°14 43 E �� MARKING OF w �Q 238.00' 386.09' AMITY RD. _ _ — UNDERGROUND DWG. NAME 1106.23' MEMBER UTILITIES w Y X�`o T -- --------- ---- ------- 500E-PH2-PV-KM.dw of 17 shts S89°19'S2" S89°19'52"E S89°19'52"E t 1707.04' - - - - - - - - 636.12- - - - - - - - - - �15.38' - - - - - - � EX MH 1 FOUND " DIA. IRON FOUND a" DIA. IRON PIN AT PIN AT CS 1� OF / S OF SEC 28, T3N, R1 E. SEC 28, T3N, R1 E. II / i PROPERTY LINE � I I rEX MH 21 I II I � \ 1 I ° xo... 1? 1 II I II 1 I I U I III 1 APN# III x I I S1128438580 PROPERTY LINE ! 1 (NOT A PART) /1 — .. 1 8 S 8 S 8„S_ 8„S EX MH 2 �� EX MH 3 EX MH 13-) EX MH 14�; / APN# S 1128438700 50 EX MH 15 / 00 (NOT A PART) _ 46 �� I II 51 r BLOCK 44411 � 8 1 1161 � I SECTION LINE 52 I j, I 49 I 48 I 47 CpIt I / I PROPERTY LINE-, 5313 EX MH 5 w$ wIII '' SHELBURNE SOUTHIm 54 E. CEDARSTONE ST. \� PHASE 1 NOT A PART "c0ol� — — — ` N Ex MH 6 BLOCK 4 EXMH4 - - - - - 55 16 2 45 o wOf Z I o0 ow 56 I I Q CL I 15 I 3 ^� 44 Qa o < � I 57 15 - - - - - 3 —Z E. TAORMINA ST. 1 14 4 W 43 EX MH 12 )I- I o� 8 S PROP MH 1 I = ' wo CO 1 - - - - v. — ' C U} I fn F I Ui 13 BLOCK 7 5 I 42 1 O 02 J U Zm wJ 2 I Q 16 I I NOTE. V) _ _ I _ _ I _ 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a 0 I �� w I Lu 3 I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF = 0w LLJ I I I \ Q Q cn °0 PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z � I 12 6 41 = I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. r 00 �, �� I I� 3 °� ��` - - - I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y 0— I 3 RAMP. 3 ow - O - 3. REFER TO SHEET 02 OF THESE PLANS FOR U- o< 11 I 7 °0 40 1 HORIZONTAL CONTROL LINE AND CURVE DATA. Y (n 4 U I m oa — - - Z N Uj _ _ I _ _ _ p za I , — _ Z I wo GRAPHIC SCALE IN FEET 0 o LO �w 10 �� 8 �39 3 0 30 60 120 NORTH % 00 o� 5 — \ — - - - - N 0 Y d wZ - - - - - I 9 J 3\ °° I I z N�� PROP MH 2 EX MH 7 0\ \ o i�(nC I 6 8 W I I SHELBURNE SOUTH - PHASE 2 i ZQ EX MH 8 �m—p — — 1 4 E. GRAYSON DR. °— — — I D ciao C0 2 C0 3 & 4 w 00�, - �� J 1 Of zozo PROP MH 3 - �� EX MH 9 � wQ I I I w o >_of 8"S `�po I I I j0NQ I _ MERIDIAN, ID o x of EX MH 10 I ■ o U ey ))) Horn 7 8 APN# 0 Ld� 9 10S 1128438652 ' Ld I I = 7 Ln 00 I Q N aQ3 I FOUND BRASS CAP I BLOCK 6 I (NOT A PART) I I I I © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m E eo aw MONUMENT AT I I I I 950 Bannock Street, Suite 1100 Z 00�� SW CORNER OF SE 1 I Boise, Idaho 83702 208 297-2885 N x0S OF SEC 28, T3N, R1E. PHASE LINE DESIGNED DRAWN CHECKED W �� - - _I I FOUND ALUMINUM CAP I o��SS��EANS�,y�i�F ITC ITC TRB N 0 0�o - - - - MONUMENT AT 811 . Q� O F� SCALE (H): 1"=60' o 003 SE CORNER OF SEC I XwZ - - - - - - - - - - - _ � - - - - - - - - - - - - - - �� SCALE (V): N A w - - 28, T3N, R1 E. 1 0 o Bww - - - - - - - _ _ _ DATE: SHEET NO. N-0 oC SECTION LINE s o o W I Know wl,aes ---------- _ Call before you ate. 9 01 2 /�� ——— ----- _ _ --- ---------------------------------------- — — ALL 2 BUSINESS DAY �9 F� O~2 Ld — — ucr i ae c i ucr — — —X CALL ADVANCE BEFORE S PROJECT NO. 03 p W 1 ------- GA GAS GAS GAS GAS GAS 1 Z x�a -------- ----- ---- -------- ?-------- _ -------- ---- YOU DIG,GRADE,OR D ------- ----------------------------- ----------------------------- ------------------------------------ C N ------------- EXCAVATE FOR THE 1 w x ..�� - S89°14'43� S89°14'43"E S89°14'43"E / MARKING OF DWG. NAME W =N O p r — — — UNDERGROUND jw o a 238.00' 386.09 AMI TY RD. - 1106.23 MEMBER UTILITIES w 1'X r O - ,----------------- 5008-PH2-UT-KM.dw of 17 shts GRADING CONSTRUCTION NOTES FOUND BRASS CAP f MONUMENT AT O1 GRADING CONTRACTOR TO ROUGH GRADE LOT PER I REAR LOT GRADING - TYPE 1 DETAIL ON SHEET 05. SW CORNER OF SE 4 OF O GRADING CONTRACTOR TO ROUGH GRADE LOT PER w SEC 28, T3N, R1 E. APN# REAR LOT GRADING - TYPE 2 DETAIL ON SHEET 05. o O3 INSTALL KEYSTONE RETAINING WALL PER S1128438700 TW=96.77 TW=95.61 TW=93.61 MANUFACTURER RECOMMENDATIONS AND PER NOTES (NOT A PART) BW=95.72 BW=94.11 BW=92.13 AND SPECS ON SHEET 05. LENGTH, TW, & BW PER TW=98.48 TW=98.37 TW=96.21 TW=95.36 .�6.8t 95.5t 92.1- PLAN. I 00 I I BW=97.87 BW=97.34 / EC BW=94.96 EG BW=93.11 EG ' 00 4 INSTALL KEYSTONE RETAINING WALL WITH HOME I 98.6E 149 9i.« 96.8E 96.5E 96.8E 50 50 50 50 50 TW=92.13 90.0E - 89.2E EG 3 EG EG EG EG 3 3 3 3 3 BW=91.67 EG EG FOUNDATION PER MANUFACTURER RECOMMENDATIONS 96.28 96.19 - AND PER NOTES AND SPECS ON SHEET 05. BW HE -. ELEVATION TO MATCH LOW PAD MIN FG, TOP OF `J I I -_- 97.05 96.94 5' 33' 5' 8g 68 8g 58 WALL ELEVATION TO MATCH HIGH PAD MAX FG. 7 i S/W B/C S/W L � � SW SW LENGTH PER PLAN. 5 SEE PAVING PLANS SHEET 06 - 10 FOR STORM THIS PORTION OF BLOCK 6; I I I rMAX=98.37 �i I 2opO I \ I / 47 I 100 4 N 100 4 N 100 4 52 N c�°� I 0 i EX. 20' ( ) COMMON LOT 11 GRADED WITH I I MIN=97.87 I M R/W rn a MAX=92.63 �' N DRAIN CONSTRUCTION. DG=96.87A N I SSWR ESMT © CONSTRUCT 4 THICK SIDEWALK PER ACHD o (c0 I � MIN=92.13 I � �° SHELBURNE SOUTH - PHASE 1 I I I- cv co IMPROVEMENTS UNDER I I _ _ - - �___ - (n / �' DG=91.13 `V SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. SEPARATE PERMIT I I 97.35 1 Q 57 I 56 55 54 3 w 51 50 I EX. 14' WIDTH PER PLAN. 6 5 4 3 2 ^f I I I 00' I MAX-97.21 MAX-97.15 MAX-96.97 MAX-96.77 I MAX=96.21 MAX-95.61 MAX=94.61 MAX=93.61 Q MAX=92.13 MAX=91.63 90.00 oo MNT ROAD O7 AMENITIES PER LANDSCAPE PLAN. C0 I 8 I MIN=95.71 MIN=95.11 MIN=94.11 MIN=93.11 0 � MIN=91.63 MIN=91.13 SW cv MIN=96.71 MIN=96.65 MIN=96.47 MIN=96.27 g Cn I = III II BLOCK 6 MAX=97.68 DG=95.71 I DG=95.65 I DG=95.47 I DG=95.27 I DG=94.71 I DG=94.11 DG=93.11 DG=92.11 0 w DG=90.63 I DG=90.13 Q 96.9t MIN=97.18 o N EG DG=96.18 I I I I Q0 5 TYP / 1 2697� 6 / `n ci / 4 W rn m I� ----- 96.80 269 2695 ° - - - 90.11 89.7E I w I EG I N I I i 94.87 94.67 94.47 94.27 93.96 93.76 93.11 92.11 91.11 90.21 89.66 89 98 / cd I I I I I MAX=97.16 0� 8 / 00 ° l MIN=96.66 °�� 8 \ -ice \ g Q �, R S - S - 9 89.78 SW / I III o.4 % _;, 0.4 % I- IS. COURVOISIER AVE.- -� �, 1 20% oo I I I 1 DG=95.66 5 '� m 2694 O �' 00 I I I i 26g w 8„w 8„w �� I V '_ �6� 8»W � APN# m I cC°v I I I i - - - - �� 0� 94.81 - 94.61 94.41 94.21 94.01 93.81 - 93.35 91.86 90_32 S 1128438580 g5' - - - 0' (NOT A PART) rn 8' 0 o00ri ° I I I �IMAX1�97.07 2695.41 N / / "� v\i �' \ = 3 ° o cCO•i 88.97 00 / TW 94.31 \ MIN=96.57 HP `9S / c0 I BW=93.81 N 96.9E DG=95.57 °' m I I EG o /� - A. r, r. n 0 `n I 2695 I / I _ W TW=94.31 / 114 M 0' ,°` c I BW=90.85 / / - - - - - - - - rn a 49 15'� �g / / 90.1E 95.5E �'� �, I EG s� 1 �13 14 15 16 g MAX=94.31 3 8g' / EG 95.2E cS MAX=96.61 MAX=96.41 MAX=96.21 MAX=96.01 MAX=95.81 MAX=95.35 (� MIN=93.81 88,1 f 87.0E EG ao MAX=96.81 TW=94.31 95.1 f MIN=96.31 MIN=96.11 MIN=95.91 MIN=95.71 MIN=95.51 MIN=95.31 MIN=94.85 I DG=92.81 BW=93 81 89.56 q`0 m EG '� DG=95.31 DG=95.11 DG=94.91 DG=94.71 DG=94.51 DG=94.31 DG=93.85 Q - 3: 1 SW I ~ I I r'�� I I I 26 � c�i 88.58 5 SLOPE Q I I I 9�rU� °� SW Q a l l ESMT BLOCK 7 48 � cv r' Ln UJI A 88.52 W O 9 �2696 - - - - I- - - - cD 0 MAX_93.06 i N ��VV / / THIS PORTION OF BLOCK 4; APN# �' rn -2695 o MIN-92.56 -� COMMON LOT 46 GRADED WITH ° II ,� r%i=2694 r%i r<i-2693 L'�=2692 2 0o N DG=91.56 4: 1 N � / / SHELBURNE SOUTH - PHASE 1 S1128438652 94.1 t C� - - - - / IMPROVEMENTS UNDER I I ��, 3 I 1 697 Qo � j/ / SEPARATE PERMIT (NOT A PART) EG I I 93 MAX=92.38 I 5' 33' °' _ 5' /� / / h 2 2 / 2 2 2 DIG 90.88 2 S/W B/C I S/W 47 TW=92.69 `1 //88 EG v - Y Y Y - m I I I 5 -33 5 / I 47' MAX=92.69/ BW=92.19 S/W B/C S/W 8/ 7 6 5 4 ,,� 2 MIN=92.19 11 � MAX=92.06 R/W DG=91.19 3 MAX=94.44 MAX=93.94 MAX=93.44 MAX=92.94 MAX=92.66 Q � " MIN=93.94 I MIN=93.44 MIN=92.94 I MIN=92.44 I MIN=92.16 0 I MIN=91.56 (0 h // 47' q, LIMITS OF 00 R/W DG=92.94 I DG=92.44 DG=91.94 I DG=91.44 I DG=91.16 o w I DG=90.56 2690 2691 2692 � ' CONSTRUCTION 93.62 93.62 2 �, TW-g2.69 TW=92 69 Plans Are Accepted For Public m I I NO°31'18"E � TYP 5 89.53 BW=92.19 / BW=90 83 Street Construction ___ in \ _ / SW 25,0 EG o 1 f 92.97 - I go 22 / 12 3 /� By stamping and signing the improvement plans, the Registered L ,/J 7 , -2689 Engineer ensures the District that the plans conform to all District O i �- _2691=2690- - - policies and standards. Variances or waivers must be specifical- �- �� 92.44 2 91.94 91.44 2 90.94 90.66 90.38 0� 90.61 8W 18 88 Of 2by2 ly and previously approved by the District in writing. Acceptance „c 69 ,� 69 ,� ,� `SW / EG N of the improvement plans by the District does not relieve the i Re istered En meer of these res onsibilities. 0.56%- g g p C' 3 2 c> 17 �"H`-=1.00%'�� 89.24 �� w \_1.00% \ S. HENNESSYAVE. I "' I I I I I m - "� m - T / S W ty� �� BY DATE: Of I I I I I �W 8" t1V PHASE LINE ADA COUNTY HIGHWAY DISTRICT 92.44 91.94 91.44 90.94 _ 90.66 - 90.38 89.70 89.37 / / ��, �h oN I II ° I I 5 _ SW Qa I I I I MAX=95.05 "� 93.4E - - - ° - - - - 90.22 90.24 �0 I I I I I MIN=94.55 EG 92.97 _ LPG _ _ /�� m �a I I I I I DG=93.55 / � 5 TYP 6 --- S /// / �i, I 06 3a m I `��' �� SHELBURNE SOUTH tit LOT GRADING LEGEND Of / / /i I MIN MIN TOP OF STEM WALL ELEVATION } I I I N I I I xN 8N%75 �// h PHASE 1 � MAX MAX TOP OF STEM WALL ELEVATION oY y Iw I I I SHELBURNE SOUTH / 1 1 1 1 1 '26g� 1 0 89.4E `� (NOT A PART) 13 vi I DG ROUGH GRADING DESIGN GRADE MAX=97.81 zo - I PHASE 1 46 / , EG � J> N � I I I I 38 '�39 40 41 42 43 45 N 89.65 / / ' 14 MIN=97.31 I �� V I I I (NOT A PART) sw/ / ti DG=96.31 as I o I / i MAX=94.44 MAX=93.94 MAX=93.44 MAX=92.94 MAX=92.66 MAX=92.38 MAX=92.13 BLOCK 4 %/ / �(/ t\ MAX=97.41 I 0 o Lj J I I I I I MIN=93.94 MIN=93.44 MIN=92.94 MIN=92.44 MIN=92.16 MIN=91.88 MIN=91.63 // / MIN=96.91 I �`° o NOTE: N I I ® on ° DG=92.94 DG=92.44 DG=91.94 I DG=91.44 I DG=91.16 DG=90.88 DG=90.63 /// // �� Ci DG=95.91 Of 269j ^0 1. ADD 2600 FEET TO ALL TWO DIGIT ELEVATIONS. EL I I I I 26; I I I /�/ / Q �� v O 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z O 2w / Q 15 I t � STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. z o wm I i i I I I 3 // // MAX=96.83 2 o LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A N NQ I = I I I I I I I MAX=94.40 n 2693 2693 2694 / / MIN=96.33 / N RAMP. o �6 I I I I I I MIN=93.90 (0 / 2695 2695f=.�_ ' DG=95.33 3. REFER TO SHEET 02 OF THESE PLANS FOR Y oZ m I I I DG=92.90 `� / 92.3E - / �, HORIZONTAL CONTROL LINE AND CURVE DATA. V' rw I I I I I %EG 94.8t 95.02 95.2E 95.32 95.8E 95.92 96.2t 91.61 9C 89.9E / 4. FG CONTOURS ARE SHOWN FOR MINIMUM PAD GRADE. u- o� I N EG FG EG FG EG FG EG FG 90.05 / 89.97,,EG W oN I I I sw sw/ 16 N 0) m oa I I I I 95.02 95.62 I 96.21 MAX=96.18 c0'o �cv0 0 N ZQ I - PHASE LINE FG FG FG // MIN-95.68 `V - z _ nz I I I I I I // DG=94.68 1 O x 0 m I GRAPHIC SCALE IN FEET I w� 2 36 35 34 :�:� 32 .��I // � o N s r I I l i l I /� \ 0 20 40 80 Lo O'a::w J ° MAX=95.05 MAX=95.52 MAX=95.52 MAX=95.82 MAX=96.12 MAX-96.42 MAX=96.71 / 17 = Lo 00 N oY I I I I MIN=94.55 I MIN=95.02 MIN=95.02 MIN=95.32 MIN=95.62 MIN=95.92 MIN=96.21 23 /// MAX=96.06 r I DG=93.55 I DG=94.02 DG=94.02 DG=94.32 DG=94.62 DG=94.92 DG=95.21 / MIN=95.56 z �� N I wo I - - rn I �/ /%/ \� DG=94.56 a. __ o N�� a SHELBURNE SOUTH - PHASE 2 xz< L=z Q QD co x: GRADING PLAN Ln z Ex�Q - o;=N FOUND ALUMINUMuj aow= CAP MONUMENT AT MERIDIAN, ID o0 o oz a �0wQ SE CORNER OF SEC Q�QE 28, T3N, R1 E. L) �0�3Kio m ey ))) o U V)� /oo 0 0 �Ooo z 0 L<' N aa3 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m �Z 950 Bannock Street, Suite 1100 O �oo�w z O wLj Boise, Idaho 83702 208 297-2885 z �OUM in xog DESIGNED DRAWN CHECKED z �oFFS�\cEEN �c/'�,FF ITC ITC TRB N cL I �== 8!1 ao O =z ° Q F SCALE (H): 1"=40' o o o� �� SCALE (V): NONE o J Know wmrsbelow PP ROVE DATE: SHEET NO. Nm o� Call before you dig. J' 0 0 0 �o~W O PROJ CALL 2 BUSINESS DAYS 9 01 2020 w > IN ADVANCE BEFORE VVV PROJECT NO. U L'wn YOU DIG,GRADE,OR C N 04 I x M g EXCAVATE FOR THE c 291015008 z o MARKING OF a-LNi oz UNDERGROUND DWG. NAME /w cna MEMBER UTILITIES w Y X ro 5008-PH2-GD.dw 10f 17 shts CL 0 0 w w LOT EX. PHASE 1 LOT LOT LOT can can CIO CIO Q Q TW o 6 - - - - -TW PHASE LINE 6' VINYL FENCE LOT LINE 6' VINYL FENCE - - - - - - - - - ° MAX I MAX D Ln ° D Ln 12' MAX 2' 12' MAX 2' I MIN\FG o ° 0 MIN\FG\ EX. GRADE �X, DG DG HIGH DG PER PLAN ° \\ N �/\/ \/\ DG PER PLAN ��\// / / / / /\\ SWALE PER IRC LOW DG PER PLAN �' /\//\/ /\//\//\//\\;SWALE PER IRC FOOTING PER FOUND TION \\ \\\\\\\\\\\\\\\\\\\\ \\ FOOTING PER FOUNDATION \ \/ /\//�/ /� \/ \/� \�/\//\//\//\//\// /\//�/ /� PLAN B Y OTHERS.\//\//\//\//\//\//\//\//\//\\//� PLAN B Y OTHERS. SWALE PER IRC SWALE PER IRC REAR LOT GRADING DETAIL - TYPE 1 N.T.S. REAR LOT GRADING DETAIL - TYPE 2 N.T.S. PAD & FINISH FLOOR GRADING DETAIL N.T.S. KEYSTONE RETAINING WALL NOTES AND SPECIFICATIONS DESIGN SPECIFICATIONS MATERIALS: LOT LOT 2015 INTERNATIONAL BUILDING CODE 1. DEFINITIONS: a. CONCRETE UNITS-A KEYSTONE MODULAR CONCRETE FACING UNIT, MACHINE MADE FROM CONSTRUCTION SPECIFICATIONS PORTLAND CEMENT, WATER AND MINERAL AGGREGATES. b. STRUCTURAL GEOGRID-A STRUCTURAL GEOGRID FORMED BY A REGULAR NETWORK OF INTEGRALLY IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, 2017 EDITION CONNECTED TENSILE ELEMENTS WITH APERTURES OF SUFFICIENT SIZE TO ALLOW INTERLOCKING WITH SURROUNDING SOIL, ROCK, OR EARTH AND FUNCTION PRIMARILY AS REINFORCEMENT. LOT LINE MODULAR BLOCK FACED GEOGRID RETAINING WALL(VISE WALL) NOTES: c. UNIT FILL- DRAINAGE AGGREGATE WHICH IS PLACED WITHIN AND IMMEDIATELY BEHIND THE MODULAR CONCRETE UNITS. 6' VINYL FENCE 1. MODULAR BLOCK FACED GEOGRID RETAINING WALL SHALL MEET THE REQUIREMENTS OF ICC-ES d. REINFORCED BACKFILL-COMPACTED SOIL WHICH IS WITHIN THE REINFORCED SOIL VOLUME AS EVALUATION REPORT ESR-2113 AND THESE PLANS. SHOWN ON THE PLANS. 2. ALL MODULAR WALL UNITS SHALL CONSIST OF KEYSTONE 18"STRAIGHT FACE STANDARD UNITS 2. KEYSTONE UNITS: (8"Hx18"Wx18"D) WITH KEYSTONE CONNECTORS, REFER TO KEYSTONE RETAINING WALL SYSTEMS TYPICAL a. KEYSTONE WALL UNITS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI. WALL DETAILS SHEETS FOR MODULAR UNIT DETAILS. STANDARD WEIGHT CONCRETE SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF 8%. X 3. REINFORCED SOIL BACKFILL SHALL MEET THE REQUIREMENTS OF THESE PLANS AND BE APPROVED BY THE 3. FIBERGLASS CONNECTION PINS: g GEOTECHNICAL ENGINEER. ON-SITE EXCAVATED SOILS MEETING THESE REQUIREMENTS CAN BE UTILIZED a. CONNECTION PINS SHALL BE%" DIAMETER THERMOSETE ISPTHALIC PLYESTER RESIN-PULTUDED FOR REINFORCED FILL. FIBERGLASS PINS SUPPLIED BY THE MANUFACTURER. HIGH PAD MAX 4. ALL WALLS SHALL BE DESIGNED WITH THE FOLLOWING PARAMETERS: 4. KEYSTONE KAPSEALTM CONSTRUCTION ADHESIVE: a.EMBANKMENT (REINFORCED FILL): (P=33; C=0 PSF; =110 PCF a. MATERIAL SHALL CONFORM TO ASTM 2339 AND SHALL BE SUPPLIED BY THE KEYSTONE UNIT Plans Are Accepted For Public 'HIGH PAD MIN \- _ b.EMBANKMENT (RETAINED FILL): (P=30; C=0 PSF; =120 PCF SUPPLIER. Street Construction \�j\/ 7 \�\� /�/ c. EMBANKMENT (FOUNDATION SOIL): (�=35; C=0 PSF; =110 PCF 5. GEOGRID: stamping and signing the improvement plans, the Registered \ \\ \\ \ \\ \ I d. ALLOWABLE BEARING PRESSURE =3000 PSF (DL+LL) a. GEOGRID SHALL BE THE TYPE AS SHOWN ON THE DRAWINGS HAVING THE PROPERTY REQUIREMENTS Engineer ensures the District that the plans conform to all District ////////// \// DESCRIBED WITHIN THE MANUFACTURERS SPECIFICATIONS AND REQUIRED BY THE DESIGN. LOW PAD MAX 5. WALL DRAINAGE SHOULD BE PROVIDED.THE WIDTH OF THE UNIT FILL SHOULD BEAT LEAST 12 INCHES. policies and standards. Variances or waivers must be specifical- - - - - - - - - - - -- - - - - - - - ° \\ \\ \\�\ . ' 6. BASE LEVELING AND PAD DETAIL: I and previously approved b the District in writing. Acceptance LOW PAD MIN \/\/\/ \ THE UNIT FILL SHOULD EXTEND TO ABOUT ONE FOOT BELOW THE FINISHED GRADES. COLLECTOR Y P Y PP Y 9 P SWALE PER IRC/ PERFORATED PIPES SHOULD BE DIRECTED THOUGH THE WALL FACE OR TO AN OUTLET. a. MATERIAL SHALL BE UNREINFORCED CONCRETE OR COMPACTED CRUSHED STONE. of the improvement plans by the District does not relieve the i UNIT FILL R egistere d E ngineer o f th ese responsi es. biliti W \\� \ �\ \\\ 6. BASE OF WALL LEVELING PAD SHALL EXTEND BELOW PREVAILING FROST DEPTH (MINIMUM OF 2 FEET 7. a. UNIT FILL SHALL CONSIST OF CLEAN 1" MINUS CRUSHED STONE OR CRUSHED GRAVEL MEETING THE BELOW FINISHED GRADE). MINIMUM EMBEDMENT OF BLOCK UNITS SHALL BE PER MANUFACTURERS BY DATE: OfZ �� \ \ \//� REQUIREMENTS. FOLLOWING: ADA COUNTY HIGHWAY DISTRICT SIEVE SIZE % PASSING 7. WALL DESIGNS SHALL BE BASED ON GEOTECHNICAL EVALUATION, SHELBURNE SOUTH, MERIDIAN, ID, 2" 100 aQ SWALE PER IRC PREPARED BY ALLWEST TESTING & ENGINEERING, INC., PROJECT NO. 519-082G, DATED MARCH 4, 2019. (if 8. 100%GEOGRID COVERAGE IS REQUIRED FOR ALL MODULAR BLOCK FACED GEOGRID RETAINING WALLS. 3/4" 75-100 0-a 9. REFERENCE STANDARDS: NO. 4 0-10 SIDE LOT GRADING DETAIL - RETAINING N.T.S. a. ASTM 1372 SEGMENTAL RETAINING WALL UNITS NO. 50 0-5 LOT GRADING LEGEND �a b. ASTM D448 SIZES OF AGGREGATE FOR ROAD AND BRIDGE CONSTRUCTION 8. REINFORCED BACKFILL(MINIMUM REQUIREMENTS): 0o c. ASTM D1557 LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING MODIFIED EFFORT. a. REINFORCED BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC MATERIAL MEETING THE FOLLOWING MIN MIN TOP OF STEM WALL ELEVATION �= 10. CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS DETAILING THE MODULAR GRADATION MAX MAX TOP OF STEM WALL ELEVATION J SIEVE SIZE % PASSING BLOCK RETAINING WALL DESIGN, INCLUDING, BUT NOT LIMITED TO GEOMETRY,STRAP LENGTHS,STRAP DG ROUGH GRADING DESIGN GRADE Y LOCATIONS,TOP OF WALL ELEVATIONS AND BOTTOM OF WALL ELEVATIONS. 2" 100 z o 3/4" 75-100 z W 11. SMALLER RETAINING WALLS MAY NOT NEED GEOGRID REINFORCED SOIL. REFER TO WALL DESIGN AND - L 01- MANUFACTURER'S REQUIREMENTS. NO. 4 0-10 vi ° Z CO 12. ALL KEYSTONE BLOCKS SHALL BE INTEGRALLY COLORED. COLOR SHALL BE APPROVED BY OWNER. NO. 50 0-5 a 0 a J 13. CONTRACTOR MAY SUBMIT ALTERNATE PRODUCT TO THE ENGINEER FOR APPROVAL. SUBMITTAL SHALL b. THE MAXIMUM AGGREGATE SIZE SHALL BE LIMITED TO 2" UNLESS FIELD TESTS HAVE BEEN o c°) U), PERFORMED TO EVALUATE STRENGTH REDUCTION TO INSTALLATION. NOTE: N 0� INCLUDE PRODUCT DATA AND SHALL BE IN ACCORDANCE WITH NOTE 10 ABOVE. 1. ADD 2600 FEET TO ALL TWO DIGIT ELEVATIONS. a o �� c. MATERIAL CAN BE SITE EXCAVATED MATERIAL WHEN THE ABOVE REQUIREMENTS ARE MET. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z 0� TESTING AND OBSERVATION NOTES: UNSUITABLE SOILS FOR BACKFILL(HIGH PLASTIC CLAYS OR ORGANIC MATERIALS)SHALL NOT BE USED STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Z o w J IN THE REINFORCED solL MASS. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A N 1. LETTERS OF CERTIFICATION SHALL BE PROVIDED FOR KEYSTONE RETAINING WALL SYSTEM CONNECTORS d. CONTRACTOR SHALL SUBMIT REINFORCED FILL SAMPLE AND TEST RESULTS TO THE ENGINEER FOR i W 0 AND THE TENSAR GEOGRIDS INDICATING THE SUPPLIER'S NAME AND ADDRESS, NAME OF PRODUCT,AND APPROVAL PRIOR TO CONSTRUCTION. RAMP. w o ~� PRODUCT DESIGNATION MEETING THE REQUIREMENTS OF THE PROJECT DESIGN.AS A MINIMUM,THE 3. REFER TO SHEET 02 OF THESE PLANS FOR Y Q) o LEVELING PAD NOTES: HORIZONTAL CONTROL LINE AND CURVE DATA. o W LETTER OF CERTIFICATION FOR THE GEOGRIDS SHALL INCLUDE: ROLL NUMBERS AND IDENTIFICATION 4. FG CONTOURS ARE SHOWN FOR MINIMUM PAD GRADE. PROCEDURES, SAMPLING PROCEDURES AND RESULTS OF QUALITY CONTROL TESTS, INCLUDING 3 0o DESCRIPTION OF TEST METHODS USED FOR FLEXURAL RIGIDITY,TENSILE MODULUS AND JUNCTION THE CONTRACTOR SHALL PROVIDE AN UNREINFORCED OR CRUSHED STONE LEVELING PAD.THE MAXIMUM w ° 0 U STRENGTH FOR EACH BATCH OF RESIN AND EACH SHIFT'S PRODUCTION USED. PARTICLE SIZE IS 1" (25 MM).THE FOLLOWING ARE OPTIONS: 00 WN z oQ 2. SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH 2O15 IBC SECTION 1704.THE N za INSPECTORS SHALL VERIFY THE FOLLOWING: OPTIONS: 1. CMB PER SECTION 200-2.4 OF THE 2015 STANDARD SPECIFICATIONS FOR PUBLIC WORKS a- - a. MODULAR CONCRETE UNIT DIMENSIONS AND PLACEMENT, INCLUDING ALIGNMENT AND CONSTRUCTION. o 1 Ld INCLINATION. 2. 3000± PSI (14 mPa) NON-REINFORCED CONCRETE LEVELING PAD (6"THICK). co _ i o`V>' b. KEYSTONE UNIT IDENTIFICATION COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE NOTE: DO NOT USE PEA ROCK OR ROUNDED AGGREGATE FOR BASE LEVELING PAD. LO - STRENGTH AND WATER ABSORPTION,AS DESCRIBED IN SECTION 3.1 OF THE ICC-ESR-2113 REPORT. COMPACT LEVELING PAD MATERIALS TO 95%STANDARD PROCTOR OR 90% MODIFIED PROCTOR (SOIL TESTING i N m or c. FOUNDATION PREPARATION. STANDARDS TO DETERMINE%OF MAXIMUM SOIL DENSITY). CRUSHED STONE SHOULD BE COMPACTED TO °n I z d. GEOGRID REINFORCEMENT TYPE (MANUFACTURER AND MODEL NUMBER)AND PLACEMENT. YIELD (IF PROCTOR TESTING CANNOT BE PERFORMED ON CRUSHED STONE MATERIALS). Z o S� e. BACKFILL PLACEMENT AND COMPACTION (IBC TABLE 1705.6) 0 o 00 f. DRAINAGE PROVISIONS. COMPACTTHE LEVELING PAD TO A LEVEL CONDITION. CHECK FOR ACCURACY USING ALEVEL/TRANSIT OR HAND SHELBURNE SOUTH - PHASE 2 o U)_0 LEVEL. USE SAND OR FINE GRANULAR MATERIAL FOR MINOR ADJUSTMENTS. WHEN CONCRETE D --CQ o Qa (NON-REINFORCED) LEVELING PAD IS BEING USED, SET BATTER BOARDS, POUR CONCRETE AND SCREED LEVEL. GRADING DETAILS WALL NOTES a° Z 0 E�o WHEN BUILDING ON A LEVEL GRADE CONDITION,THE LEVELING PAD IS PLACED FOR THE FULL LENGTH OF THE o &xw� >>=N WALL BEFORE KEYSTONE UNITS ARE INSTALLED FOR EACH LENGTH OF A STEP IN GRADE. BEGINNING AT THE w ��oo LOWEST ELEVATION, PLACE AND COMPACT THE LEVELING PAD MATERIAL. NEXT, INSTALL THE FIRST COURSE OF MERIDIAN ID E o Z_ KEYSTONE UNITS.AFTER LEVELING AND ALIGNMENT OF THESE UNITS ARE COMPLETE, PLACE AND COMPACT a %XWZ �Va THE LEVELING PAD FOR THE NEXT STEP IN GRADE. WHILE DOING SO, PLACE THE SAME MATERIAL AROUND THE D Q aLdUNITS CLOSEST TO THE STEP IN GRADE TO STABILIZE THEIR POSITION.THE TOP OF THE LAST KEYSTONE UNIT c� Z BECOMES THE GRADE LEVEL FOR THE TOP OF THE LEVELING PAD.THIS UNIT RETAINS THE LEVELING PAD Kio m ey >>> Horn z o MATERIAL FOR THE NEXT STEP IN GRADE. 0 �o00 0 O X = Cn o CONSTRUCTION NOTES: © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m aQ3 C"U)Z 950 Bannock Street, Suite 1100 0 o W� REFER TO GRADING PLANS FOR WALL LAYOUT AND MINIMUM HEIGHT OF ALL WALLS. WALL ELEVATIONS Boise, Idaho 83702 208 297-2885 0 6 on oo REPRESENT MINIMUM WALL REQUIREMENTS. CONTRACTOR CAN ADJUST FOOTING STEP LOCATIONS AND DESIGNED DRAWN CHECKED � ""0 NUMBER OF FOOTING STEPS PROVIDED MINIMUM EMBEDMENT DEPTH REQUIRED IS MAINTAINED. S\ONAL M= CONSTRUCT WALL IN ACCORDANCE WITH THE KEYSTONE CONSTRUCTION MANUAL AND THE FHWA DESIGN �� a O��S OENS �c��F ITC ITC TRB N °o o�o AND CONSTRUCTION OF MECHANICALLY STABILIZED EARTH WALLS AND REINFORCED SLOPES (PUBLICATION Q� N F� F� SCALE (H): NONE o o LO�W NO. FHWA-NH-10-024). �� T SCALE (V): NONE X wz REINFORCED SOIL BACKFILL SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90% PER ASTM Know whaesbelow. PP ROVE DATE: SHEET NO. o�m o� D 1557 AND AT A MOISTURE CONTENT OF±0 TO 2 PERCENTAGE POINTS ABOVE OPTIMUM. Call before you dig. J 0 o = �o~w CALL 2 BUSINESS DAYS �9 IPA v 9 01 2020 w >o~a IN ADVANCE BEFORE PROJECT NO. o CJ w� YOU DIG,GRADE,OR C N 05 D 1 x� EXCAVATE FOR THE c 291015008 Z >< U- MARKING OF a LL o z UNDERGROUND a w w o / Q MEMBER UTILITIES DWG. NAME Y �`0 5008-PH2-GD.dw 10f 17 shts PAVING CONSTRUCTION NOTES O1 CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION ON SHEET 02. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD BLOCK 4 � 49 48 47 46 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 00 I s I I O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD Lu I BLOCK 4 I o SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 56 Q o O9 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK BCR Cr ECR o TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS STA: 10+97.00 LLI STA: 10+36.50 + STD DWG SD-1132A. OFF: 16.50'LT Cn OFF: 16.50'LT N BCR 10 INSTALL TYPE III TERMINUS BARRICADES & "THIS TC: 2694.16 TC: 2692.66 ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER �O I STA: 12+07.00 9 - - - - 7 3 - - _ I OFF: 16.50'LT ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG 7 3 21 19 - -G� - - - - - TC: 2690.69 SD-1132B WITH THICKENED ESGE ALUMINUM WITH 57 00 00 O 3 r 2692 STRIPED DECALS. U co I �� / 19 ADJUST WATER VALVE BOX AND COVER TO GRADE. - - - - v� �� =�� - - - - - zggW 21 INSTALL SURVEY MARKER. W W W LU Q W -LU 8„W ,8„W I cn 001 cn KY 00 I _Q„W I _8„W W_ o 103 W D LLI W D � - I 6, �'� W 9s� I / z I- Uj Z 1.- \\ I / " 111+00 ��' �� _ _ 12+00 Z I- APN# �' '� � E. TAORMINA ST. K J w J w I E. CEDARS ST.-1 — -1 '� �' I J W LU O w �� w S1128 38580 m U = S S zv = I 8 s z I 8,1S _ „S °' U =� �I � � C � 0 7 � � � I � U) (NOT A PART) I Q < I I < 00 Uj '•� 00 2693 S \ jLnCnn 1 2 6 9 4 1 Lo Cnn 00 7 — — - - - - — — — — — — - - 1 3 7 — - - — - - BCRBCR - - ECR STA: 12+07.00 STA: 10+97 00 STA: 10+36.50 � OFF: 16.50'RT C� OFF: 16.50'RT OFF: 16.50 RT I N TC: 2690.69 TC: 2694.36 3 TC: 2692.91 I W W 3 I ao 00 2 1 16 NN 2 oil W Q 3 BLOCK 7 �' I ® _ BLOCK 6 I 00 N ! � W Q I W Q W V) 0 I C,j� 2700 2700 2696 LLI> 2696 =�U a 9) Z o O H Ill o �QQ o o p 0-U o (Y o oao o o C° oo + 0 0000o SH LB NE NQo woo � + o � co + `° mom o � p SOUTH a3Q = oo w � rn C4 oM = aN � c°'o w PHASE 1 z U Q ocd Q I— QN J oM m � N (D V) a- m � N EX. GRADE z } rn zLI-I Cl) 0- J a N cD UU c� cn AT o o v o w CO EX. GRADE — Q I— .. _ ,� 00Y m I- N AT �U o �� > (Ul1__ +1.00%- - - - .-1.00�_ - - -- - `° °' � CO Q (D - X Z O 2696 c� cn w o 'n 2696 2692 -2. 99% - - - - o 5 J- o > �; ooq +1. — — _ _ _ ± ± N o 2692 KEY MAP doom - (0 � + 4 -2.509 _m HN aN � � � N.T.S. boa - - - - - - - CD r\ o ' m (U ��m H .. m QC1I o a - - - - - - - - - - _ + U r � 0 (n (Z 0 X� — — — M-- c0 CD (U fl N �0 N. _ _ PROP. GRADE Plans Are Accepted For Public -1.88q J � � 0 a � N z � m AT -0.50% -0.5O - - - - Z Street Construction N O w PROP. GRADE > cU m W X w m T ��% By stamping and signing the improvement plans, the Registered = o a-a -1-2 Engineer ensures the District that the plans conform to all District r o7 LU w(n policies and standards. Variances or waivers must be specifical— °' C3 ly and previously approved by the District in writing. Acceptance Y o Z of the improvement plans by the District does not relieve the o EJ Registered Engineer of these responsibilities. J o 2692 2692 2688 2688 BY DATE: w IJ j ADA COUNTY HIGHWAY DISTRICT Z >� oa � 0 0�zQ z �Lj o pGRAP 01C SCALE IN FEET O 70 0°Co� 17 2690 2690 2686 2686 = to N00,o 10+00 11+00 10+00 11+00 12+00 �LQ�m z o Xwo Z �D� comma SHELBURNE SOUTH - PHASE 2 �oZo o CD X¢o Ld Q) PAVING PLAN & PROFILE E 6w LD L >a=N 4i O N a L (�p O �z� MERIDIAN, ID i0W¢ ow Q Xa� �F- im m ey ))) Horn z Z a � owe0 ��oo � aa� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m �a� L- c 1Z 950 Bannock Street, Suite 1100 0 Co F-oo w� Boise, Idaho 83702 208 297-2885 v00, XOo wo DESIGNED DRAWN CHECKED W Cn S\0NAL EN oF�S LENS c��'F ITC ITC TRB N 0 0�o 811 . Q� FD F-P SCALE (H): 1"=20' o �w ��% T SCALE (V): 1"=2' W 0 =Q KnowHh�arsbelow. PP ROVE DATE: SHEET N0. E J N o Call before you dig. J O O O ��~w CALL 2 BE DAYS �9 IQZ 9 01 2020 af > 06 O~a IN ADVANCE BEFORE PROJECT NO. 0 C� w Qf YOU DIG,GRADE,OR C N w X�� EXCAVATE FOR THE c 291015008 Z X ••U MARKING OF V o z UNDERGROUND a =(Uoo NAME /W o< MEMBER UTILITIES a- Y�10 5008-PH2-PV-EW.dw of 17 shts PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION ON SHEET 02. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 7O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 11 CONSTRUCT 6" THICK CONCRETE DRIVEWAY I APPROACH PER ACHD SUPPLEMENTAL SPECIFICATION 11 7 \ �\49 STD DWG SD-710B. - \ \ \ 12 CONSTRUCT ALLEY SECTION PER ACHD UJI °0 I \\�\ \ SUPPLEMENTAL SPECIFICATION STD DWG 803, TYPE I. UWco � N > r- J D7 > I 00 \ \ \ \\ ` `\ 13 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING Q6; o � 0 Q ` 4 I �\ \ \ PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION UJ + 6 ( ] WQf W �\ \ \ STD DWG SD-303. o � N o pf N I W \`� ADJUST WATER VALVE BOX AND COVER TO GRADE. > Q o ~ p � � 0a?- — — — — — — — — — — — — — — — — oU o o+ � 0) - I � 3 i �\\`�\ 20 ADJUST MANHOLE RIM TO GRADE. v 0 00 vi � o BLOCK 7 I ci� I \`\ 21 INSTALL SURVEY MARKER. i \ � W MATCHLINE SEE REMOVE EXISTING ��\ Z 22 REMOVE BARRICADE. SHEET 08 TURNAROUND co \ c�= 39 a_ � � � � � 00 � 0L6 °) 10 NL0 8 � \ \ -ON p I N T 5 Ld 0 ~ N (n _ ' 21 - - - - - - - - - - - 7 - -- 22 — - - — �p�G 2696— BO 5 20 . R�° G I : 9 �69 13 o - - A 38 Lo 2697 � w co 12 6 \ —. — '� — "w I i 0w0 � s"w \ 22 0 0- 11 I 11+00 _ l" / " I _ 12+00 w 2 � I - - - - - - - - — I + � m E. GRAYSONDR. I � � � m � � -- I � . - - - - - - I- - - - - - - - - - - - -� < � pZ 0 I I \2696 -- � ; i I— LIMITS OF . w 20 6 CONSTRUCTION 3 7 1 22+ 06 Q (n \ o co N d . N I II I � HH LWiC) . S1128438652 PHASE LINE 7 8 BLOCK 6 9 10 (NOT A PART) I w Q w 0 I W N(Q �WUZ 9 I - L oow 00Qa OaU oao SHELBURNE x0a N<o SOUTH a < PHASE 1 �UO 2= 00 O Q'� OO Y L x� U w� KEY MAP Z >- cCo"00Zm- 00 N. ` Q 2700 OQa U 0 Lo W J N �CLo Plans Are Accepted For Public o N TL-94.00' Street Construction Z o�W — z cl x w m By stamping and signing the improvement plans, the Registered = o— a W Engineer ensures the District that the plans conform to all District } o W v Z policies and standards. Variances or waivers must be specifical— cn �z = ly and previously approved by the District in writing. Acceptance Y of the improvement plans by the District does not relieve the ° L U Registered Engineer of these responsibilities. O 3 }W � + 9� 9 P W o2ZQ Q � � Ln a I i Li o� 2696 U � — — — _ _ m Q N I� 2696 BY DATE:LO o ADA COUNTY HIGHWAY DISTRICT 0° a �z W N 0 In W � Ln M o o�Z M — — — — — — PROP. GRADE I` _ a o wo — — — — — — ± M + C - GRAPHIC SCALE IN FEET AT cc U , +0.50% — — 0 = N n 0 10 20 40 o aV)M — -\ -1.31� m N a N NORTHLO Noo} I - - - - v) a- 11L in-m J - - - - - - z x z EX. GRADE / -0.40% Z WZ �00V)� AT �`/ SHELBURNE SOUTH - PHASE 2 oLn -o , Za x< w zo 2692 2692 PAVING PLAN & PROFILE E w� - >a= 4; 0 a moo �z= MERIDIAN, ID io�a ow o o XaU < ) Ki0mley >>> Horn z 0 � 0 W� Z t00 c') -Z ©I 2020 KIMLEY—HORN AND ASSOCIATES, INC. m 3 �Z 950 Bannock Street, Suite 1100 O CO oo UM 2688 2688 Boise, Idaho 83702 208 297-7885 0 x 00°' w� DESIGNED DRAWN CHECKED �OF�S�.�GENS��/,�,�F ITC - ITC TR B � U I H= H SCALE 0 0 0�� NOT SCALE (V): „=20 Ld 0 =¢ KrKm�esbellow. PP ROVE DATE: SHEET NO. �o 2686 2686 Call before you dig. 0 O O w /0o~w 1 0+00 11+00 1 2+00 CALL 2 BUSINESS DAYS �9 I PA u 9 02 2020 >O IN ADVANCE BEFORE PROJECT NO. �I x m a EXCAVATE ORYOU DIG, ETHE C N 7 291015008 0 a-L,oz UNDERGROUND DWG. NAME /w co a MEMBER UTILITIES w x�0 5008-PH2-PV-EW.dw of 17 shts ii 4 3 2 1 ICIO 57 56 55 54 � PAVING CONSTRUCTION NOTES BLOCK 6 o I Z BLOCK 4 - 1O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT w v cv r7 0 SECTION ON SHEET 02. 0 w oO M u � I Q 53 N N � w o O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD I o ~ C° + o N 0 o m w SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. J I Q � + � � I z r\ m N o Q N o 0 0 5O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE ,0n' + 6 N � O W m Q N o> N � o WARNING FOR PEDESTRAIN ACCESS PER ACHD co + o L- o o m + Q + SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & rn -j N o a � , m cn o 1 C6 J � o - o o SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. I I o I MATCHLINE SEE I N o r6 I U. 1-- N 6O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH + `� (0 I SHEET 06 co 2695 2694 DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER Q N 21 2696 7 3 I I a ,� N 16 20 18 21 18 ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS w M o � / �w M o � -- SD-712 & SD-712G. Ln 2695 5 5 O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 2693.75 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. FL oo - - - 0 - __ _ O CONSTRCUT 4' WIDE VALLEY GUTTER PER ACHD - - - 7 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. W I 2693.82 I I W 15 SAND AND GREASE TRAP AND SEEPAGE BED PER FL U) THE LATEST VERSION OF THE ACHD STORMWATER O W 8"S— 8"S 8"S I 8 �i" -8 "S I F LLJ p DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. 11+00 _ _ 12+00 I 1 +00 I 14+ z ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL LJ o z W "� m I S. COURVOISIER AVE. - I - - J W ON SHEET 23 FOR ADDITIONAL INFORMATION. = LIJ I 19 19 I I 19 2 W 16 CONSTRUCT OBSERVATION WELLS PER THE LATEST U = VERSION OF THE ACHD SUPPLEMENTAL (� —rJA, 8» 8'�W 8'�W I 8. 26g4 8.. I _$..W 8"W I �� 2692.53 ��8�� (n P- T FL Q SPECIFICATIONS STD DWG SD-627. INTERNAL WELL Q SHALL BE INSTALLED 5' FROM THE END AND EDGE / �'`` > OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A / _ _ _ _ _ _ _ _ _ _ _ _ 0 2691.90 MINIMUM 20' FROM THE PERIMETER OF THE BED. / / (0 2695 26g4—� 5 \ 8 FL / 5 / WHEN AVAILABLE. PLACE THE WELL IN THE SIDEWALK FOR PROTECTION ,°n' o rn m � ro �I? / ccoo 000 18 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS O o+ E rn 1 3 7 20 21 6 2695 0 o� rn 6 rn (SHEET 26 - SHEET 38). 0 19 ADJUST WATER VALVE BOX AND COVER TO GRADE. z 2696 w ro ° co I MATCHLINE SEE Q N > `� I SHEET 06 CAI— LLo Q coo a b- � I my I- a, wc~n o � L'' o ~ I I I w o o co (6 I o woo I - - N 20 ADJUST MANHOLE RIM TO GRADE. Q � � Q � + u� o C/) CD CD cic o> (0 :2n a wo n � W corn 21 INSTALL SURVEY MARKER. Of + � + M Q M N W I oN 0 � I M O °° 0 vI-- LL- � I I I " ~ � I I mcn 01--- I I CO CO wM I Q� I I 9 I 10 11 12 13 BLOCK 7 14 15 16 Q 011 49 Lu U Uj W Q I W Q w V) 0 2700 2700 I �W NU) Q-UU 9 Z_ I L V 0 )W WF 00 Q Q CD Lnau w SH LB NE N Qo J 0 SOUTH Q = CO Z PHASE 1 o Q CY) 00�r LO+ � Q o 0 0- 2696 o ' o 2696 _ _ _ _ _ _ _ _ _ _ __ _ EX. GRADE N � 0 ° w KEY MAP °o�J _ - - - - - -- - - --�/ - - - � - �AT � ~ � � nM 00 zo N.T.S. Q CD Z<Eli C14— oxwJ - - - - z (n (Z — - - _ m QN � � cf) ( Ln 0 �o — — — — — _ _C,. � Q N Q N z � 00 Plans Are Accepted For Public o 0 a§ — — — — _ 0 co - M J � °; Street Construction N 0 0 W PROP. GRADE -0.40% o o = rn z Ln AT -1.11% Q N Q CO By stamping and signing the improvement plans, the Registered = X W J o—a-a Z � Q Engineer ensures the District that the plans conform to all District r o wUj uzi '2.0pq, policies and standards. Variances or waivers must be specifical— cn ° ° ly and previously approved by the District in writing. Acceptance Y z 2692 — — -- — — 2692 of the improvement plans by the District does not relieve the o 3 W _ Registered Engineer of these responsibilities. C'i SOU BY DATE:z m ADA COUNTY HIGHWAY DISTRICT> Z oa 0 z I :5��z 0 N Z Xo GRAPHIC SCALE IN FEE O 10 O 40 °- LON O Y d 00, �LQ M z "00�< 2688 SHELBURNE SOUTH - PHASE 2 a Of< 2688 �oZo oOZ< 1L Xao Ld �zo PAVING PLAN & PROFILE E 6wF >a=N w o S MERIDIAN, ID Q 11+00 12+00 13+00 15+00io Z o L) Qz� zima >> orn W� Z � O � a Z� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U)Q3 6- —Fz 950 Bannock Street, Suite 1100 0 �Coo a-UU� Boise, Idaho 83702 208 297-2885 0 X00 w� DESIGNED DRAWN CHECKED _0 S��NAN Oci�FF ITC - ITC TRB z C)o 8�1 � Q SCALE (H): 1"=20' o 0 O�� T_. _ SCALE (V): 1"=2'W W X W Z o =¢ Know whars below. PP ROVE DATE: SHEET NO. N o f Call before you dig. J 0 O Q W �0~w CALL 2 BUSINESS DAYS �9 IPA v 9 01 2020 w >O~a IN ADVANCE BEFORE PROJECT NO. o CJ w� YOU DIG,GRADE,OR C N 08 D I X� EXCAVATE FOR THE c 291015008 Z >< U- MARKING OF D_L'o z UNDERGROUND a w w o / Q MEMBER UTILITIES DWG. NAME Y �`0 5008-PH2-PV-NS.dw 10f 17 shts PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT SECTION ON SHEET 02. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD 53 52 51 I 50 46 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. BLOCK 4 a- 0-) J fF � � O 2689.85 I CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD `ob � 00 : 9'X261' SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. L? < N TH: 9' SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING o � Q : 11,484CF oo / PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION 2693 2692 vi oU`' : 2688.35 vi STD DWG SD-303. 7 3 18 1 18 I 18 21 18 NI 18 1g : 2679.3514CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST N 2697 : 2677.85 I / VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION X GW: 2676.35 / STD DWG SD-604A. INSTALL TYPE III GRATE PER 2691 1N/HR I // ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG Cf) / SD-610A. _ -_-_ ?0 // 15 SAND AND GREASE TRAP AND SEEPAGE BED PER ------- ---- - THE LATEST VERSION OF THE ACHD STORMWATER LL1 / DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. Lu �6 ��o I ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL � op � , J I / ON SHEET 23 FOR ADDITIONAL INFORMATION. Z U 15+ 8 S 16+ 0 8 // 16 CONSTRUCT OBSERVATION WELLS PER THE LATEST J W M m -� - S. COURVO�S�ER AVE- - I 17 48 LF © / VERSION OF THE ACHD SUPPLEMENTAL 2 I 0.53% - APN# SPECIFICATIONS STD DWG SD-627. INTERNAL WELL U 2 SHALL BE INSTALLED 5 FROM THE END AND EDGE —g"W � - W- —8'I W �6°�� 8"W 8"W ,' , S1128438580 OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A Q o 19 CB8 ,' %//,'i (NOT A PART) MINIMUPLACE THE WELL INTHE THEPS SIDEWALK FFOROF THE PROTEDCTION 2 - � � STA: 16+60.65 0 ��' G 14 OFF. 31.07RT qd , WHEN AVAILABLE. \ / - - �� RIM: OUT:: 262688.71 ',�' INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE \ \ INV 2684.69� / PER PLAN. \ /O / (_00 ��26g2 697 �' � 18 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS c0 N O U � / �_ co rn 00 1 3 7 a- 00 � � \ �' '� �' (SHEET 26 - SHEET 38). a `V IO Ln rn o 21 �%� � . �/ I 19 ADJUST WATER VALVE BOX AND COVER TO GRADE. / -w N o b-2693 i N o � \ EX. NINE MILE CREEK CULVERT - - o ro o / ��'�, 20 ADJUST MANHOLE RIM TO GRADE. >, EXTENSION CONSTRUCTED PER O SHELBURNE SOUTH - PHASE 1 - - - - - - - - — ��oG c+o '�'�G^� IMPROVEMENT PLANS. UNDER 21 INSTALL SURVEY MARKER. I- N I- r� 01 Q ,�,' ,� / �'u SEPARATE PERMIT. O cfl 00 o Un U \ / 17 co = rn Ln M i o Q0 M N N STA: 16+31.66 , , , I ' ' ' / LIMITS OF OFF: 76.09'RT // CONSTRUCTION N BLOCK 4 00 I w Q I w Q w V) 0 2700 2700 I w NU) o W z I - L V 0 )w wF 00 Q Q OdU oao SH LB NE XU)Q a� 0SOUTH I -Z PHASE 1 -� �UO 00 0 o Y 2696 2696 Ln W KEY MAP U� vi O 0 p U O Zm Q �oQQ N.T.S. o o XwJ V) , o z (0 co Plans Are Accepted For Public D0a§ELO J � � �~ _ Street Construction a o0 N M Of o w J Q N By stamping and signing the improvement plans, the Registered O N a Q I— Engineer ensures the District that the plans conform to all District )Uj 'IL o Li u=i policies and standards. Variances or waivers must be specifical— V) ° 00 ly and previously approved by the District in writing. Acceptance Y Z 2692 — — EX. GRADE M 2692 of the improvement plans by the District does not relieve the o Z a _ _ _ _ _ _ AT r7 O U rno Registered Engineer of these responsibilities. _ O Q O _ O� + (n _ BY DATE: w o a —2.OQq _ _ _ _ Q N U rn + co ADA COUNTY HIGHWAY DISTRICT Z _ D_ o w o C Un O_ Q N 00 N00z¢ m H I z =o�z 0 Una_ J QN z I wo PROP. GRADE GRAPHIC SCALE IN FEET O o -1 20% 0 10 20 40 = U °� , AT � w J 0.66LO o°-w Ln00U)� NOO, Ci �in�m _ _ -- - � � / z � X w Z � � v a� Of 2688� 2s88 SHELBURNE SOUTH - PHASE 2 Of< �0Zo oOZa Xao �zo PAVING PLAN & PROFILE E 6 w >a=N w o O-E00L l)�o pdz � 15+00 16+00 MERIDIAN, IDz i0Ua ow L) QX zima >> orn �we Z O � �Z� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m Fz 950 Bannock Street, Suite 1100 0 �Co-0 oo U� Boise, Idaho 83702 208 297-2885 0 X00 °' w� DESIGNED DRAWN CHECKED W _0 S��NAN Oci F ITC ITC TRB N 8�1 � CD Q SCALE (H): 1"=20' o OO�O �� o T- X ,0LJZ SCALE (V): 1"=2' w o =¢ Know whars below. PP ROVE DATE: SHEET NO. N o f Call before you dig. J 0 O Q w �0~w CALL 2 BUSINESS DAYS �9 IPA v 9 01 2020 w >O~a IN ADVANCE BEFORE PROJECT NO. o CJ n w� YOU DIG,GRADE,OR C N 09 D X EXCAVATE FOR THE c 291015008 Z X U- MARKING OF a-L,o z UNDERGROUND a /w oQ MEMBER UTILITIES DWG. NAME w Y �`0 5008-PH2-PV-NS.dw 10f 17 shts 1 2695 PAVING CONSTRUCTION NOTES 0 2694 I 2693 I I I 48 I I I I I Oa 1O CONSTRUCT PAVEMENT PER LOCAL ONSITE PAVEMENT N co SECTION ON SHEET 02. I L — O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD 9 $ 7 6 5 BLOCK 7 4 3 2 1 I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. I I O O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD I I I I CB7B 1 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. I I I I STA: 13+67.10 Q 13 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING � 1-- 01- 0 1 OFF: 15.25LT 14 a_ U) o 0 PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION RIM: 2689.96 z l--� o o W STD DWG SD-303. LO INV IN: 2685.80 > + coo U 47 14 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST o `� N00 W VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION FG: 2690.32 15 w < o ~ vi I STD DWG SD-604A. INSTALL TYPE III GRATE PER I I I I DIM: 9'X230' I MATCHLINE SEE I ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A. DEPTH: 9' SHEET 06 15 SAND AND GREASE TRAP AND SEEPAGE BED PER VOL: _ THE LATEST VERSION OF THE ACHD STORMWATER TOG: 2688.82 688.82 DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. o w BOG: 2679.82 0 / r I— 20 ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL 0 J Q BOS: 2678.32 J N 1 19 o ON SHEET 23 FOR ADDITIONAL INFORMATION. Pad O 0 0 I I I I 3: 1--- MAX GW: 2676.82 I 0 0 N / o � 1 + N � � IR: 31N/HR + Ln d I / ) / N J 16 CONSTRUCT OBSERVATION WELLS PER THE LATEST o c6 I I I 0 w I N z + 0 o VERSION OF THE ACHD SUPPLEMENTAL 1 N 2692 � Q .. > N 0 0 SPECIFICATIONS STD DWG SD-627. INTERNAL WELL 22 o' Q 7 3 16 18 18 18 18 18 18 18 18 0 � wo a � � 0 N w 0 o 1- o Q N SHALL BE INSTALLED 5 FROM THE END AND EDGE L------�---0a - w c~n o � ,p w o OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A i a_ w V) o 1-- MINIMUM 20' FROM THE PERIMETER OF THE BED. 2693-` 2691 13 — — — / PLACE THE WELL IN THE SIDEWALK FOR PROTECTION eelelee� � WHEN AVAILABLE. a INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE LU ~ 20 6 PER PLAN. LLJ LLJ W I .•��' S 18 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS O Z Q 0- 22 �„ 8"S 2 8"S 8"S— 8"S 8"S 8" 8"S /� (SHEET 26 - SHEET 38). w 11+00 69 12+00 — 00 1 _ 19 ADJUST WATER VALVE BOX AND COVER TO GRADE. z � � ~ � � � � I- - 2 - I S. HENNESSYAVff - m I 31 LF -� m ' Q 17 Q U I j = �� - — 110 1 WOW 0'47% 20 ADJUST MANHOLE RIM TO GRADE. Z = I— 8 W 8 8 W 8 W 8 W '_ _____________ 8 W--------- -- 8 I O Q 0 n - - O INSTALL SURVEY MARKER. — — — — o ': - _ — — — ��== __- 0 22 REMOVE BARRICADE. — _ (/7LJ ------------------ i , 0-) L'i (.0o U1 N -------- - ---------------------- 22 0 ' � 2693 1 3 7 ,,,-';,-''; 21 + `-) C5 ----------------------------- --- 2692 0 C° 0 --- o' Q 1 w U) o I ,-'' I I I (0 c_ Cn w o_ cn o 1-- � Q + CB7A11 46 `� O STA: 13+67.12 U) 14 OFF: 15.25RT RIM: 2689.96 38 I 39 ;� ;I 40 I 41 I 42 BLOCK 4 43 44 I 45 INV OUT: 2685.95 I W Q I W Q w V) 0 I W NU) 9 W� U Z_ I L V 0 W WF 00 Q Q CD Lnau) SH LB NE xUQ SOUTH a� PHASE 1 _Z �UO w 00�r o0J 2696 Q 2696 Oo Y p (� W C o KEY MAP z > r w CDvi o z 0 N.T.S. W °SLC ao Q N TL=94.25' Plans Are Accepted For Public O �� z � .. QN z 0 o 0-ELO _ - w Street Construction z ow J — 0 By stamping and signing the improvement plans, the Registered O N a _2 ODq = Engineer ensures the District that the plans conform to all District r o Liv=i \ PR P. GRADE co � policies and standards. Variances or waivers must be specificalLd - V) ~" \ AT + 0 0 Q ly and previously approved by the District in writing. Acceptance Y �Q z 2692 \ — — + O 7 � 2692 of the improvement plans by the District does not relieve the o 3 W — — — — — =- — — — — — -- — — —1 00% 0 N Registered Engineer of these responsibilities. J -°6 Z a - Q N + (0 a z o o \ (> n N BY DATE: m j �- — — — — _ — Q N ADA COUNTY HIGHWAY DISTRICT o '>�Lo EX. GRADE — - - - - - - - _ _ — m AT — -� _ CD cn a_ - z Z Co�� 0.56�_ \ — — — — — — — _ +0.50� GRAPHIC SCALE IN FEET O o 0 Z XU o _ - - - -- - - oc- — , - - - - - - - - �-- - - - 0 10 20 40 = L Co N O o Y d O r �Ln'.m z oX 'oz z "00�Q 2sss SHELBURNE SOUTH - PHASE 2 �~ 2sss " oZo oCZ< FD- FL Xao Ld Nzo PAVING PLAN & PROFILE E 6wF Q) -wa Uj 2686 2686 MERIDIAN, ID io Z Q 10+00 11+00 12+00 13+00 14+00 oW Q X d L) ��zKio m ey ))) Horn z 0 z � O � a Z� © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m �Q3 6- c FZ 950 Bannock Street, Suite 1100 O �Co-0 oo U� Boise, Idaho 83702 208 297-2885 N XOo °' w� DESIGNED DRAWN CHECKED W _0 S��ONAN Oci F ITC ITC TRB N 8�1 � Q SCALE (H): 1"=20' o 0 CD Ln O of� �� T_. _ SCALE (V): 1"=2'W W X w Z 0 =¢ Know whars below. PP ROVE DATE: SHEET NO. N o f Call before you dig. J 0 O Q W �0~w CALL 2 BUSINESS DAYS �9 IPA v 9 01 2020 w >O Za0 IN ADVANCE BEFORE N PROJECT NO. O z CJ W� YOU DIG,GRADE,OR D X EXCAVATE FOR THE c 291015008 X U— MARKING OF D_L'o z UNDERGROUND a /w oQ MEMBER UTILITIES DWG. NAME w Y X�-O 5008-PH2-PV-NS.dw 10f 17 shts LEGEND A KFI WITH NATIV TOP I BSERVATION , WELL COVER, 8" DEA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER WELL 2 OR 3 BOLT LID WITH 9 16" HEAD AND SAE THREADS, GASKETED OR PVC PIPE PERFORATED PER NCLOSE TOP & SIDES OF HYDRODYNAMIC SEPARATOR SCHEDULE BELOW ENCLOSE TOP & SIDES OF ROCK ROCK WITH AASHTO M288 CLASS 2 INISH GRADE (D CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) OPTIONAL STORMWATER STORAGE NON WOVEN GEOTEXTILE FABRIC WITH HIGH FLOW BYPASS WITH NON WOVEN FILTER FABRIC CHAMBERS, SHAPE & SIZE 0 3/8" DIA HOLES OR SLATS CUT INTO PIPE AT 3" ON CENTER TREES & SHRUBS F INSTALLED WITH CHAMBERS/ 8" SOLID WALL PER 8200 BMP04 ARY PER MANUFACTURER A s ARE NOT PERMITTED TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM IS GAUGE, INSULATED, SINGLE- ON TOP OF SEEPAGE CHIPS, INSTALL WOVEN PIPE 5' LONG GEOTEXTILE PER 8200 BMP04 CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS PER ISPW SD-617 BED TO SEPARATE CHIPS AND 1-FT MIN TY MIN TYP 47 -`I ;-'. a" DIA. CORRUGATED HDPE OR �y •r PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" DRAIN ROCK PVC WALL DRAIN PIPE PERFORATED PER PIPE. GRILLED WELLS MAY USE 4" PIPE SCHEDULE BELOW. NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRaC OVER CHIPS DRAIN ROCK AOR COVER,SEE \ \/ \/ a ,.OTES BELOW /\//\ \\ / F C SEE FO COVER, EEi ii .I I "_ 3 POLYPROPYLENE FIBER RElNFORGEMENT AT 1 1/2 LBS/CY a a:.\ N A E 1 NO ES PAGE 1 : �P - .': RACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. LEV = e o 0 0 0 0 0 0 0 0 0 0 0 , o o ///\///\ CHIP.' '�, 'r,.r, ,. ,= , USE PIPE BEADING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES f BOTTOM PERF \\\/\�\%\\%\\/ 0 o 0 o . o o 18" STD o o o 0 o o 0 o /\ //\i\ _ CONNATERC H1" 0% SLOPE 0% SLOPE WOVEN GEOTEXTILE PER ° ` �r 5 b NOTES: 8200 BMP04 BETWEEN PLAN CQNCRETE CELLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR CHIPS AND 2" DRAIN ROCK VARIES SEE LAN SHEETS "' EPTH PER oUo STORM DRAINAGE FACILITIES \\/ /\ MANUFACTURER N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS 2" WASHED VARIE -SEE 2" WASHED \\ \\/�/\\,\\,�\ CLOSE TOP & SIDES 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD D PLAN SHEET D \\�\\%\jj\j/\�\ 2 WASHED D AIN 2' SHED DRAIN NONWOVEN OF ROCK IFILTER 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION I OVERLAP WOVEN GEOTEXTILE AND D K OR CHIPS F BRIC PER 8200 BMP04 a NON WOVEN GEOTEXTILE A MINIMUM Lki ISPV C 801FI OR ASTM;: SPWC 801 OR AST of 1-FT ON ALL SIDES o 33 LTER SAND' PIPE BEDDING .... :.;. ... 1.5- 33.FILTER SAND . 3-FT o �1$"------------- MAX H W 1.5-FT ISPWC 801 OR ASTM I 01 OR ASTM. 1.5-FT C° TRANSITION 5-FT IN ELEVATION �;. C33 .FILTER SA C _ FILTER SAND.:1 f• NONWOVEN FILTER FABRIC PER co BED NON-PERFORATED "•; ", "'. 8200 BMP04. OVERLAP MINIMUM OF TO PERFORATED PIPE 1 1-FT TOP AND SIDES ONLY 1 LA z 1- 1 IDTH VARIES PER PLAN- L15' MAX WIDTH XTEND 2' MIN INTO w coI, 3 SECTION FREE DRAINING MATERIAL W - GENERAL NOTES NTS OPTIONAL CHAMBER STANDARD SECTION CONCRETE COLLAR N s 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION < N.T.S. 2. ALL VAULTS, MANHOLES,&SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED SECTION = 3. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS NTS ~ a 4. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS w 5. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM IDT 6. EL. IN-EL. BOTTOM PERFORATIONS IN 18"PERF PIPE 45 45' 7. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES 45 - 5' 8. BED WIDTH SHALL REMAIN CONSTANT 1, 4 ' 4 ' 4 s 9. 1.5-FT FILTER SAND ALLOWED FOR THIS BMP AND BMP 10 ONLY.ALL OTHER BMPS REQUIRE 3-FT SAND 11. THE DESIGN ENGINEER IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE SUBGRADE 4 sERvnn SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE WELL i+ 12. SEE BMP01 FOR SAND/GREASE TRAP DETAILS 18"PERF PIPE WQ 12"PERF PIPE o FOR SEEPAGE BEDS BEDS IN PUBLIC RIGHT-OF-WAY BYPASS 1. A MINIMUM 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED z PERFORATION SCHEDULE a o --BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PITRUN w OBSERVATION 3/8" PERFORATIONS IN VALLEYS f --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED WELL #2 OF CORRUGATED PIPE. 5 EA ON 2. IF< 1-FT COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 2"TO 2"ROCK IS REQUIRED IN PLACE OF 2"DRAIN 20' 18", 8 EA ON 12" ROCK �� SECTION 3. FULL ROADWAY GRAVEL SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND N.T.S. ABOVE SUBGRADE FOR SEEPAGE BEDS BEDS OUTSIDE PUBLIC RIGHT-OF-WAY , I PLAN 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED NTS OBSERVATION WELLS: 2 REQUIRED PER BED 2014 2017 ACHD REVISION 2017 ACHD REVISION 2014 ACHD STORM WATER SEEPAGE BED WITH STANDARD DRAWING ACHD STORMWATER SEEPAGE BED WITH STANDARD DRAWING FORIDAHPUBL PUBLIC WORKS GROUNDWATER STANDARD DRAWING FORIDAHPUBL PUBLIC WORKS GROUNDWATER STANDARD DRAWING DESIGN GUIDELINES OPTIONAL CHAMBERS BMP 04 DESIGN GUIDELINES CONSTRUCTION OBSERVATION WELL S D- 6 2 7 CONSTRUCTION OBSERVATION WELL S D- 6 2 7 SHT 1 OF 3 OPTIONAL CHAMBERS S M POF3 4 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 47' R/W 16.5' 16.5' w 5' B/C B/C 5, N W(j �z S/W S/W o� w� QQ aU �% 2.0% w �N P a cn cn Qo M �Q �'N qX _z CONCRETE SIDEWALK 3" ROLLED CURB & GUTTER �} PER ACHD SUPPLEMENT PER ISPWC SD-702 oY TO ISPWC SD-709 PROP. PAVEMENT SECTION PER Wo 3" ROLLED CURB & GUTTER "LOCAL ONSITE PAVEMENT SECTION" PER ISPWC SD-702 DETAIL ON SHEET 03. 0 0 o� a o a �o 0 a3 Q O O N Of m Z N N= TYPICAL LOCAL STREET SECTION N.T.S. Plans Are Accepted For Public Li Street Construction Y Cn ~U By stamping and signing the improvement plans, the Registered o a _a Engineer ensures the District that the plans conform to all District a 3 C 0 policies and standards. Variances or waivers must be specifical- w o ly and previously approved by the District in writing. Acceptance 00 Z a of the improvement plans by the District does not relieve the o �j Z Registered Engineer of these responsibilities. N zQ z a- -x BY DATE: 0 0 00 Lj 0, ADA COUNTY HIGHWAY DISTRICT `` O N r LO C) (o / I � N M O Y a U zm z u)0awz 0 �c z �x SHELBURNE SOUTH - PHASE 2 C U)-o Ln xz¢ Q)LOzo PAVING & DRAINAGE DETAILS E xw� Q) 0 w Q a L 00 p O EOo MERIDIAN, ID • U w z Q:5 =0W3 im ey >>> Horn Z owD0 0 O x�� of Cn az3 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m (n 950 Bannock Street, Suite 1100 0 Co F-Z o�w Boise, Idaho 83702 208 297-2885 N xoo n wo DESIGNED DRAWN CHECKED W I `)=� O�FSS��EANSN% ITC ITC TRB N 0 0=0 . Q� �� Fo F_P SCALE (H): N/A 0 O o�w �� NOT SCALE (V): N/A x w Z o E=Q w,owv�rsbelow PP VE DATE: SHEET NO. W oLLj Call before you dig. 0) JIx Z0 Q 9 01 2020 00 >O za C IN L 2 BUSINESS ADVANCEB FORES q �P PROJECT NO. o C� w� YOU DIG,GRADE,OR C N 11 x�g EXCAVATE FOR THE C 291015008 X L�o z UNDERGROUND NAME of /w o c MARKING OF a- a MEMBER UTILITIES DWG. Y =0 5008-PH2-DTL.d Wa lof 17 shts STREET LIGHTING AND SIGNAGE NOTES ✓> FOUND BRASS CAP INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN MONUMENT AT STANDARDS AND DIVISION 1100 OF THE CITY OF SW CORNER OF SE OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. SEC 28, T3N, R1 E. � APN# o S 1128438700 C6 (NOT A PART) STREET LIGHTNING NOTES n 00 `_� 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN Z ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ! - - — — — — — — — NO°31'20"E 940.92' ISPWC AND THE NATIONAL ELECTRIC CODE. — T — — — — — — — — — — — — — — — — — 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED 5 33 > 5 PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN 7----------- PORTAL AT 7 S W B/C S/W � ' I I 1 HTTPS: //CITIZEN PORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ RAW I I I I I I I i i EX. 20 TO OPEN A PERMIT AND REQUEST INSPECTIONS. I I I SSWR ESMT 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE h I I 52 1 CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND C/) I FOR THE POLE AND ASSOCIATED WIRING. 5 4 3 2 1 Q 57 56 55 54 53 � 51 50 _ _ I EX. 14' 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM 0 I o f — 8 1 i i MNT ROAD TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM Q � WATER METERS. o l l 1 I II I O BLOCK 6 I I I I I I I I I I � w I I 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX o I LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF II I I I I I I I I I � I I THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL pe) `�� I I XXXXXZ 1 I Q XXXXXZ 1 � I I PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN 11 _ _ _ _ _ — —� , 1 1 _ _ I PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL -- INSPECTION. — — — — — — — — — — I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY 11 �I I 9 COORDINATOR (208) 898 5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER 11 w M li I m — S. COURVOISIER AVE.— — — — — / PEDESTALS. T � , % APN# '' ' ; III �I - - — — - - - - - S1128438580 10 , _ ' ,' o (NOT A PART) �I I o I xxxxxz 1 00 Id APPROVED FOR I ►� CONSTRUCTION These plans andlor specifications have been reviewed foir compliance with Meridian City Standards and Specifeations. This I — — — ,- BLOCK 7 review does not relieve the owner, engineer, or contractor of the — — NO°31 17 E -195.00 -r— —�j Q 1� 1 p 11 12 13 14 15 16 1 I— 49 I — responsibility to design andlor construct those facilities incompliance 1 with all current applicable federal, state and local laws, rules, 00 regulations, ordinances, development agreements, specifications, i orders or approvals,all of which the City retains the right to enforce, Inconsistencies not noted by City staff shall not be construed as approved unless speclficalty addressed in writing by the City.Any proposed revision to these plans must be submitted for review and xl I I I I I I I I U ', it compliance with the Meridian City Standards and Specifications "per before said revision is constructed. l O — — — — — — — — — — — — — — W 48 I Name date I I� \N APN# i 9 S 1128438652 1 xxxxxz 11 (NOT A PART) �I W I �I I I I I I I 5 33 I 5 li Ili z N i �! S/W B/C I S/W o II 5' 33' 5' I 47 mxl III 111 S/W B/c� S/W 81 7 6 5 4 w 3 2 R w Q � I 1 / III R/W i I I I I I p w I XXXXXZ NO°31 18 E 1 � C' 25.00' _ L � I � I — '— — — — — — - - - — < '� NO°31 18 E 195.00 — � % PHASE 2 , I II, II �� I X - PHASE 1 - � � _ r w II m S. HENNESSY A VE. �_ , PHASE 1 Iyl I z x1 I I IIII ' I ovi I I I I I o I � w� I , <� Ld No XXXXXZ )0000" I I ao o 3zQ m � II j II i I11 1 � I I I I I I I I I Lid SHELBURNE 0` I I I I I I I I 1 o N I I SHELBURNE SOUTH PHASE 1 I zo - o i SOUTH PHASE 1 46 (NOT A PART) I xl NOTE: Z (NOTA PART) , 38 39 40 41 42 43 44 45 1. SIGN CONTRACTOR OTHER THAN ACHD MUST BE 00 BLOCK 4 o BONDED WITH ACHD AND MUST OBTAIN A NO—CHARGE c° w J 111 N , ,' ' ,' I RIGHT—OF—WAY PERMIT. o � I , II 00 /�� a I I I I I I I 1 2. REFER TO SHEET 02 OF THESE PLANS FOR a �o � �'�� 0 1 �� HORIZONTAL CONTROL LINE AND CURVE DATA. / z w nil 0 _� III PHASE 2 WpIA NQ I ` \Y o� PHASE ' ' � ° J a I I I� I I % ' \ 0 II oo �" li 2 vi w n I - - — i i \ Z Z zz I PHASE LINE I I I I % \ 0 = v-)z I wo GRAPHIC SCALE IN FEET Co 0r 0 20 40 80 o LO Ln Jco N 0 N m z wz FOUND ALUMINUM o �< CAP MONUMENT AT SHELBURNE SOUTH - PHASE 2 0 o Za SE CORNER OF SEC Ln LQ Q 0 28, T3N, R1 E. of zo LIGHTING PLAN E,DF - >OWN W 0 Ln d LX00 z� MERIDIAN, ID iEV¢ CD w Ofo Qo�� N� Kio m a >> ornZ-5w0z 0 >0 0 Co z~ © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m o�~ 950 Bannock Street, Suite 1100 0 "�� Boise, Idaho 83702 208 297-2885 N DESIGNED DRAWN CHECKED 5e o Z ��5�� N Foci�F� ITC — ITC TR B N owe 00 o x F-o ° SCALE (H): 1"-40' 0 o=W LLI �� NOT SCALE (V): NONE W r' o-w Z o =Q Know vuharsbelow. PP ROVE DATE: SHEET N0. W N I'-100 o Call before you dig. �� O o 9 01 2020 >O~Ld a C NLL 2 ADVANCE B FORENESS S q �P PROJECT NO. o C� w� YOU DIG,GRADE,OR C N 12 x g EXCAVATE FOR THE c 291015008 Z a-L,0 z UNDERGROUND a /wMARKING OF oQ MEMBER UTILITIES DWG. NAME w Y��`0 5008—PH2—SNS.dw of 17 shts WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF BLOCK 4 I s ■" 46 49 I 48 BLOCK 4 1 47 `J 46 MERIDIAN STD DWG W1 & W2. -0c) ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF UJI o f 1 o J 0o J 1 o J 0o J o f MERIDIAN STD DWG W1 & W3. N - 6 - C-l " Oj - C'l - O 56 Q 00 0 00 I. 0 ,n O 00 0 O n ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD oF_ j + Lq + Lq + + U0 + Lq + 0i PROPERTY LINE I o0 o O_ � 0) N N DWG W8 & W9. + o Q I a L a a a Q L Q L 11 INSTALL 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER � I__ � �i � I__ L I__ O �� MAIN EXTENSION PER CITY OF MERIDIAN STD DWG o � Un0 Un0 Un0 Un0 CnO cn W 2 i 3 2 i 2 2 4 W1 3. cn o � 11 cn Z) 57 3 O — — — � 00 U � — Lo 0 L W W W 2 BO 8"W 8' W W W LO 89 8"W »W 899 APN# 0 1 144' Z W Z F- 0 1 219' W \ ,� _ = w J w � - - E. CEDARSTONE ST. S1128438580 , E. TAORMINA ST. U = LU _ m 10+00 = 11+00 12+00 W (NOT A PART) 0 8"s 8"s w -1 —8"s 8"s 1 1 J \S � 1 128' � W 3 Q U ) _ 3 C) Lr) '•8 U) - Q � Ln V, EX. 8" SEWER MAIN CONSTRUCTED �S 10+00 EX. MH 4 PER SHELBURNE SOUTH - PHASE 1 �A>STA: OUT: 2684.14 1 STA: 11+27 50 3 00 8 STA: 9+94 1 UTILITY PLANS. UNDER SEPARATE W INV IN: 2683.E3 INV IN: 2682.87 PERMIT. INV IN: 2683.63-- INV IN: 2682.87 Q SEWER CONSTRUCTION NOTES —To INV OUT: 2683.53 � INV OUT: 2682.77 O 1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. Z ao 2 I 16 2 0 INSTALL 4" SANITARY SEWER SERVICE C�? 2.0 MIN. ` _ , SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MEDIAIN BLOCK 6 Ftl 3 BLOCK 7 L I ® SUPPLEMENTAL SPECIFICATIONS. 00 r (D INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 7\ INSTALL SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD DWG S1. ® CONNECT TO EXISTING 48" DIAMETER SEWER MANHOLE. w Q m I w Q m w V) 0 I rn a Iw O �Z) O NWZ o 1Ej� Ld 6000000 C)a-o � + m� 0 � 0O0 SHELBU NE x z CN N Q0 Q 0 O M SOUTH �3 a O Lq > r7 r7� PHASE 1 a r z U In fY z U? O (p M �00 r, OMM( I =_ N 400 00N 0 0- 2696 EX. GRADE ± N N 1- 2696 X``Y SEWER � Nzzp 6-w� — — — — — � Q KEY MAP = = 'ter - - - - - - - - - - - - - _ � �»> °cool - - - - � (nFyzZz N.T.S. C�O in a O Qz 6 XWJ — — NOTE: 0 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER o p3 CENTERLINE. IN CASES WHERE THE WATERLINE N O EXTENDS BEYOND SEWER, NORTHING AND EASTING Z o. z N X wm PROP. GRADE SHALL DICTATE HORIZONTAL LOCATIONS. N= © SEWER 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA W CCD n °�� STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Y W 0z 2692 2692 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A o 0,L L 3 ' w RAMP. 3. REFER TO SHEET 02 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. m �! oQ z 0 0 N CO— Q oLW a:X Uo GRAPHIC SCALE IN FEET co 0 asr 0 10 20 40 NORTH to Lo z ar N0 � a o >_ �U�m O z � xwzo � U z \00WF 2688 2688 SHELBURNE SOUTH - PHASE 2 cCDZo oc)za c9 xa0 �zo UTILITY PLAN & PROFILE E or, a)sL'a a=N Li o a °00 EOC)z� MERIDIAN, ID /ova ow 0 XdH 0 � oKi0m ey >>> Horn z 0 0 Z 0 m� \ 2020 KIMLEY-HORN AND ASSOCIATES, INC. m 6Wj 128 LF OF 8" PVC © 0.40% 2684_�� 2684 � I z� VZ 950 Bannock Street, Suite 1100 0 00 0 L� Boise, Idaho 83702 208 297-2885 N x 00 °' ' DESIGNED DRAWN CHECKED W V)wm r o�FSS\\N Sep%F ITC ITC TR B N °0=Z Q� Fp F� SCALE (H): 1"=20' o 0 0 3� �� T SCALE (V): 1"=2' W XUZ 0 =¢ rsbelovv PPIROVE DATE: SHEET NO. E�J o co (Lj Call before you dig. 2/ O F �00 r w CALL 2 BUSINESS DAYS �9 VQ� u 9 02 2020 >O Zp IN ADVANCE BEFORE N PROJECT N0. z �I x�g 2680 2680 EXCAVATE FORE THE C 291015008MARKING OF 0 og 10+00 11+00 UNDERGROUND DWG. NAME a /w V)a MEMBER UTILITIES w XF-0 5008-PH2-UT-EW.dw of 17 shts WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN STD DWG W1 & W3. 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. 12 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. j 11 BLOCK 7 7 \ �� Q Do j \ �� (n I U) K W I I 0C >- C � I 4 I I 0 I I W UJI U I 0 `O C+J MATCH LINE SEE o w o+ o 0 PROPERTY LINE SERVICE TO BE SHEET 15 —00 _ 39 CONSTRUCTED PER co _ IMPROVEMENTS � U) 0 10 8 m 00 SHOWN ON SHEET 15 10 � � I Nrn rj N 5 ZV) � � MH 2 \ mom' ( 00 STA: 10+00 UA CO N I N INV OUT: 2684.50 3 ' Z L.0 ^ ^ ^ �Z Lei v -- INV OUT: 2684.60 10 12 BO STA: 10+04.46 9 . 3 OFF: 18.55 RT 45 1�� _ _ _ _ _ _ a _ _ _ 38 SEWER CONSTRUCTION NOTES 62 1 Cn LO �•, �h N W 00 0 INSTALL 8'$ PVC SDR35 SEWER LINE. 3' MIN COVER S Z W PER CITY OF MERIDIAN STANDARDS. APN# 6 co 8„W 8„W 8„W 8„W W U) a 8,.W p Z Q 0 INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. JJ S1128438580 1 186' o -� m = SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND 4So� m (� _ DSUPPLON 500 EMENTALOF THE CITY OF SPECIFICATIONS. (NOT A PART) _ _ _ _ _ _ _ _ _ _ E. GRAYSON DR. �, w = w N " Q U) � U) 0 INSTALL 48 DIAMETER SEWER MANHOLE PER DIVISION W w 8"S 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL N, W 0 0 SPECIFICATIONS. i z -- 2 3 2 3 2 3 in O7 INSTALL SEWER MAIN CLEANOUT PER CITY OF m 00 (0 1 rn � � � M � — MERIDIAN STD DWG S1. rnr- Noon � r- rnO I � � cow I - - - - Sri ao o Sri r; i') P6 _ ao in I�C14 f � � rn � i � � o+ � o+ o+ � M H 3 w w (0 rn � LL LL STA: 10+62.47 . \ co N N co N a a Q LL 2 3 (1) z .. o LL o INV IN: 2684.85 Q Q i Z w co z w co co . a EXISTING SHELBURNE +25.53 W � 7 N: 691335.49 LINVAI•N:102686.53 7 7 NV •IN102687.08 � S1128438652 SOUTH PHASE 1 I Q E. 2467775.97 (NOT A PART) INV OUT: 2693.64 INV IN: 2686.13 INV OUT: 2687.08 Q INV OUT: 2693.64 (NOT A PART) PHASE LINE I I I --A bi 7 8 BLOCK 6 9 10 co ■ w 0 I a U) N UZ 16 apLd 2700 2700 00¢¢ Ow o Ln ofN SH LB NE Xa¢ 0 1 6 SOUTH a�Q o PHASE 1 -Z o 0 o 0 0 0 zz o L5Co oC� 00 'IT N �00 00- 00 00 co 00 LC) CD Xzo + CNN O N N KEY MAP > r CO Z doom N � `Voo EX. GRADE = Q > �' ¢J — — — Q » © SEWER c i z N.T.S. o X wUO) 2696 — — _ _ < _ 2696 NOTE: 0 o — — — N z z 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER a - - - - - - - - - - - - - - - - - - - - CENTERLINE. IN CASES WHERE THE WATERLINE a O 0 a — N O�w — — EXTENDS BEYOND SEWER, NORTHING AND EASTING X wm SHALL DICTATE HORIZONTAL LOCATIONS. co U)= PROP. GRADE 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA W °' °w" STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Y cr) ~U ® SEWER LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A �a.Z o,L uo rw RAMP. U- 3. REFER TO SHEET 02 OF THESE PLANS FOR w HORIZONTAL CONTROL LINE AND CURVE DATA. m o¢z -< o 2692 2692 N 00 Z¢ Z 1 X o oGRAP GRAPHIC SCALE IN FEET 0 co o Of NORTH LO /co w`e Z a �LQ'.m :2 > cS z 0 '�wz O z p� o zo SHELBURNE SOUTH - PHASE 2 -o D oCZ¢ FL X¢o Ld 60 2688 2688 UTILITY PLAN & PROFILE > a=N w o S L �pO E 00 F-z MERIDIAN, ID ioU¢ o w L) QXa 0) � ley ))) Hornz0im � owe Z � o � �Z� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m cn¢ w o 62 LF OF 8" PVC ® -0.40% 950 Bannock Street, Suite 1 00 Z -0 O U� Boise, Idaho 83702 208 297-2885 N Xoo U)wo 2684 2684 \OVAL E DESIGNED DRAWN CHECKED Q os cENs F ITC ITC TRB N 0 0�o V Q� F� F� SCALE (H): 1"=20' o o �� IT SCALE (V): 1"=2' w Liz o =¢ Know whars below. PP ROVE DATE: SHEET NO. N o f Call before you dig. J 0 O Q w /O~w 2682 2682 CALL 2 BUSINESS DAYS �9 �Q� v 9 01 2020 w > Z� 10+00 11+00 yo ADVANCE GRADE, C N PROJECT N0. /� ULnw� `t 1 X a- EXCAVATE FOR THE c 291015008 X U- a-LL o z UNDERGROUND ¢ /w MARKING OF o¢ MEMBER UTILITIES DWG. NAME W Y�!ao 5008-PH2-UT-EW.dw of 17 shts I 1 C/) WATER CONSTRUCTION NOTES 1 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN O PAVED AREAS PER CITY OF MERIDIAN STANDARDS. 6 5 I 4 I 3 I 2 1 u Cj- 57 56 I 55 I 54 I 53 ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF I r7 � r7 � 00H I o � o O H O O H- O H- O O H- O OD O O H- O O H N H N N O O MERIDIAN STD DWG W1 & W2. O J I O J I O H O J � � O J 1 0 � O J L6 Co O J O O �6 O Cy J L6 O 0j N O 0i -i Cal O r7 O Ki J N � J O') J >, I- ❑3 INSTALL 3/4 DOUBLE WATER SERVICE PER CITY OF err) � o a, rr) co - N � � o � � EX. MH 4 N � No r� o � o d- o MH 2 + co + � + � + � + `n + � + o + � + � + r; + r; + o + o + � o MERIDIAN STD DWG W1 & W3. oN O � ON � N tea; � N W N r� N rya; r7N STA: 14+16.82 � N ;I- V-) tea; d r7 STA: 10+33.57 3 BLOCK 6 o BLOCK 4 8 INV OUT: 2684.50 � L r� INV IN: 2682.87 4 INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD MATCH LINE SEE INV IN: 2682.87 Q � Q � IL I � Q � Q � Q � QL Q � Q �INV OUT: 2684.60 1- O H � � O � 0 � 0 � � � O H 1- 0 � O � � H � � L �cn cn O cn cn O cn O cn cn O cn cn cn O cn O cn O v) o INV OUT: 2682.77 VI / INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD3 2 2 3 2 1 SHEET 13 1 16 2 3 2 2 4 7 [14 I DWG W11. INSTALL 8" x 8" x 8" TEE. ODCA14 INSTALL 6" WATER SERVICE SLEEVE THROUGH - - w0�Ij� - - - - 0D - - - - - SEEPAGE BED PER CITY OF MERIDIAN STD DWG W7. V) -- 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO W �p 9�° W MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 11+00 1 219' L2+00 13+00 1 164' 14+00 U w "S 899S 8"S 8"S 8$IS 8"S 8"S "S 8 w - z v 9 z 1�5 W ro m � S. COURVOISIER AVE. �°° °° -� w 2 = 0 230' 1A 6 164' 1 2 LU i W (n8W 8 8W 8W 8 8 8W 8W 8W 8" Q I at- `n can 00 � %% vi � o z 2 I 3 To) (:2 I TU;) X(:2 I 3 2 4 I Tmcl� 7 I 3 Tovo� I 2 2 16 MATCH LINE SEE O "' "' N N O "' "' N 00 SHEET 13 SEWER CONSTRUCTION NOTES L � N � � � � � roQ � � � � � � � � 00 � cow cow ono 4o MH 1 oo � cow � � � � � N > coo0 0000 0000 orn r7 � on 0000 n00 U') Q + + � + + + �_ + 6; + 6; STA: 12+52.50 + `�) + o + � + `n + � + `� + co > !Y o a' N ro N N INV IN: 2683.63 3 N M N cfl N n 6i � n 6i Llj 0 INSTALL 8 PVC SDR35 SEWER LINE. 3 MIN COVER 0 0� L PER CITY OF MERIDIAN STANDARDS. UI � � INV IN: 2683.63 a � Q � a1� a � a � Q � Q � Q � Q � � '1 '1 '1 o o INV OUT: 2683.53 � L � � � � � L O O b (2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. Uj I c~n0 cn0 (nO U) O (nO 0 V) 1 cno 00 00 cno cno cno � I- I c� SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND 9 10 I 11 I 12 13 BLOCK 7 14 15 16 1 DIVISION 500 OF THE CITY OF MEDIAIN Q SUPPLEMENTAL SPECIFICATIONS. 00 0 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL U SPECIFICATIONS. W I ® INSTALL 8" SLEEVE FOR 6" SEWER SERVICE THROUGH SEEPAGE BED PER CITY OF MERIDIAN STD DWG SW2. ® CONNECT TO EXISTING 48" DIAMETER SEWER MANHOLE. W Cn Q a_ UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON 2700 2700 ASHEET 01. Li V) Q m w O O o o 00 0 Lq c�a O c( I- C� r7 00 00 0 (0 (0 + N N O FL: FL: � �OOr7 N> > N (Dr� r�00 0 16 NOfZ N � 00 � o _ - - - - - J� Ln 4000pN O EX. GRADE O r` 2696 - �z �a © SEWER cl rr`o O 00 - - - - - - - - - - - - - - - oo 00 00 04 SH LB NEa _ � cno'zzz + �c00000' 6 SOUTH aka � � - - - - - - - - � ONNI— PHASE 1 �VO zzo 00 o w ZZ - - - - - - - - _ X � �»> oL,Y PROP. GRADE w Cn Z zo @ SEWER KEY MAP C UH \ vi 000� N.T.S. Q c?oQQ - - - - - - - NOTE: X o� 2692 2692 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER V O �0' CENTERLINE. IN CASES WHERE THE WATERLINE o 0 0 a EXTENDS BEYOND SEWER, NORTHING AND EASTING a N O c5w SHALL DICTATE HORIZONTAL LOCATIONS. �Um O XwJ 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = C'W= STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Cn �� Z w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y z 3 ELo,W 0 RAMP. o 3. REFER TO SHEET 02 OF THESE PLANS FOR z HORIZONTAL CONTROL LINE AND CURVE DATA. W m oa z z N ~< 2688 2688 0Za 1 X 0 OGRAP GRAPHIC SCALE IN FEE 40 O o 0 co°- -OoY d o r �Ln'.m z oX 'oz z � o zQ SHELBURNE SOUTH - PHASE 2 -o D o�zQ rl X Q 0 Ld �zo 219 LF OF 8" PVC 0.40� UTILITY PLAN & PROFILE E 6w� o 2684 2684 >a=N U.i o - a w= � " Z 164 LF OF 8 PVC 0.40� MERIDIAN, IDE� �/owa LLIL) QX �)z� zOima >> orn owe z � o Cn �Z� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m —�CoFz 950 Bannock Street, Suite 1100 0 -0 o a-u U� Boise, Idaho 83702 208 297-2885 N X oo DESIGNED DRAWN CHECKED U0 W U w 2680 2680 1 oF�Ss\�ESN s �ci,�,� ITC ITC TR B N 0 0�0 10+00 11+00 12+00 13+00 14+00 ° Q� F� F� SCALE (H): 1"=20' o O �� I T SCALE (V): 1"=2' w o =¢ Know whars below. PP ROVE DATE: SHEET NO. N o f Call before you dig. J 0 O Q W �0~w CALL 2 BUSINESS DAYS �9 IPA v 9 01 2020 w >O Za0 IN ADVANCE BEFORE N PROJECT NO. 15 z CJ w� YOU DIG,GRADE,OR D X EXCAVATE FOR THE c 291015008 X U- MARKING OF a L'o z UNDERGROUND a w w o / Q MEMBER UTILITIES DWG. NAME Y �`0 5008-PH2-UT-NS.dw 10f 17 shts I 48 WATER CONSTRUCTION NOTES 1 � I 00 C ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN N W PAVED AREAS PER CITY OF MERIDIAN STANDARDS. Z ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF MERIDIAN STD DWG W1 & W2. C ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF QMERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD Uj EX. 8" SEWER MAIN U DWG W8 & W9. CONSTRUCTED PER 47 © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD SHELBURNE SOUTH - W DWG W1 1. PHASE 1 UTILITY PLANS. Oo I 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. UNDER SEPARATE PERMIT. 4 3 2 9 8 7 6 5 BLOCK 7 MATCH LINE SEE I 12 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. I I I I I ro N SHEET 13 CO ♦—o � J 00N CO QO O O O O 00J 0J -J J J J -i + / INSTALL 6 WATER SERVICE SLEEVE THROUGH _J r7 0 .J -J o ror _J o r1i0 coco cLoc cOc0r- (0 Ln OQ� o r � I r� or` I � 02 � 0 � I Io o I I ro� o � o (D (00 o `4- � N� N� c0 -0 0o ❑ SEEPAGE BED PER CITY OF MERIDIAN STD D WG W7.o o+ Iq + + + + � r- N7 O 7 N WATER LINE/STORM DRAIN CROSSING. CONTRACTOROP O N N O � M N � M N Nr7 M N - oro d I L Q a a I� m ~ a � TO MAINTAIN 1.5' OF SEPARATION PER IDEQ L L L � LL- LL. a � b- � 0 0 � � � p (n � L� STANDARDS.n 0 no n O n 0 0 0 cf) O n 0 cn O cn 0 (no cno n O � cn 0 n cn 0 n 0 n n n O ■ ■ ■ 2 2 3 14 2 4 2 4 3 14 2 4 4 14 3 2 4 6 CID 11 — — — C.?` / In00 xpp W U 10+00 � 1 11+00 12+00 13+00 O I W I 8"S 8"S I 8"S 8"S I —8" 8"S 0 10 L Z W (0 _ = - Mm- 3: r o S. HENNESSYAVE OLoQ o 0 351' 1 N SEWER CONSTRUCTION NOTES Z W 899W 8"W 8"W 8to 8"W 8'W--------- --- 8"W 1 8„W LLJ z m � 0 INSTALL 4" SANITARY SEWER SERVICE © 2.0 MIN. Q ------ - 0 I Vj _ _- - -_ - � e co N SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MEDIAIN �n ) - z w SUPPLEMENTAL SPECIFICATIONS. I Oo 00 i - - - - - - - - - - =_ - (� INSTALL 8" SLEEVE FOR 6" SEWER SERVICE THROUGH . --_ - ---_ SEEPAGE BED PER CITY OF MERIDIAN STD DWG SW2. I W I �- ///' -----------_ --- © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE EXISTING ----______ FOR SEPARATION. 12 2 3 To-+ � 2 3 2 T± n": 3 2 2 17 10 SHELBURNE SOUTH N � � I N I -''� � I N � � � I I N � � I N � � � � X LO ~ Of I o ~ o o - 0 0 ~ o o ~ o � - � � PHASE 1 °° � � � o ,-'',-'';'��'' (0 � I � � � � I I CO � � I o Mtn � o �' o + - + + + + O � � 46 (NOTAPART) o+ co � °; o - � � =-;;,, � � ± �; NM Nn N � M ; M r� °; � � z - - �' �Q Ii ro �-- � Q '' °c0' oQ OL ' �� I-` � 0 o co Cn 0 cno i� o cio c O n 0 cn --- cn 0 z w38 3 40 41 42 BLOCK 4 43 44 45 Xc�No /// 1 w Cn Q m UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. w V) Q m w 54 I 53 BLOCK 4 52 I 51 I 50 tg OJ OH I OJ OH 1 01— OH OJ OH 1 0 OH OJ OI— � � � o N O N J N O N J O J O J N O N J O J O J N O N J CO C0 71 r N NO O4 LO I- o NL0 + I� + O + I� + O + Lq + O + I� + O + Lq + O + I� + O + � 1 U z 82 N O N n n 0) �n 17 O N n r7 �o �n 17 c0 N c0 r7 c0 87 L� L� L� L� Om o / 0-6 w 87 1E~ � 0 � � � 0 � � � � � � � 0 � � I— � � � � 0 � � 0cn � LL- 00 1 0 w o 77 I cn cn o I cn cn o I cn o 0 o cn cn o I cn o cn o cn cn o 0 0 0 o vi / �,a� 2 4 2 4 3 14 2 4 2 14 2 4 6 PROPERTY LINE SH LB NE X U) I I I I I 1 SOUTH PHASE 1 1 U0 / � _ 1 00 r 0 00- li z o 101� ____- ________ - -- _ -_--- ®® I // KEY MAP W U Z 0 "~ W / N.T.S. Q ¢J �00 U) 15+00 16 00 17+00 // NOTE: o O W � I 8"S- 1 8' - i O / 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER a Z o _ CENTERLINE. IN CASES WHERE THE WATERLINE Z 0 o a — ~ "ro � 3 - - / EXTENDS BEYOND SEWER, NORTHING AND EASTING a W rn S. COURVOISIER AVE. - / N o W o m 214' 1 SHALL DICTATE HORIZONTAL LOCATIONS. o 0 X 0- U 2 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o wU) 899 ! �W 8"W 8"W 8"W 8"W I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%70. � ° �� LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y o,Euo - - 6 �; RAMP. 0 00 3. REFER TO SHEET 02 OF THESE PLANS FOR z \ 00 - - - HORIZONTAL CONTROL LINE AND CURVE DATA. bi 17 4 EX. 8" SEWER MAIN CONSTRUCTED ,n ro 0 w� PER SHELBURNE SOUTH - PHASE 1 fro ~ Z N 0 Z _ �z 0D UTILITY PLANS. UNDER SEPARATE r` z 1 X Ldo PERMIT. \ + o+ o GRAPHIC SCALE IN FEET O 1 0 a>> o I c0 co ro co 0 10 20 40 7) 0—Of w J I r LO Ln co U):� N O 0 Y O r m / Cn 0� 0 O Xw�- f�^/�+J \ Z O � O Z i -< W ' SHELBURNE SOUTH - PHASE 2 Q Bozo z _ooza / y C D_ X Q 0co / /' `� UTILITY PLAN & PROFILE �N N cn z p �y / / 6 w� �L — Uj 2 ap0 D / ' // d EOOZD W �i MERIDIAN, ID QLo�L W I 49 �' �� ' ■ aF- Kim ey >)) Horn Z ��z� /' ' � owe Z ��00 00-�3 BLOCK 4 �' i/ Cn / © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m —Fz 950 Bannock Street, Suite 1100 0 �Co-0 0 U� Boise, Idaho 83702 208 297-2885 0 X0o °' w� DESIGNED DRAWN CHECKED _0 811 . �o��S��OEN Oci�FF ITC - ITC TRB z Q SCALE (H): 1"-20' 0 0 CD �� X�� T- � SCALE (V): 1"=2' w LJZ o =¢ Krwwwbarsbelow PP ROVE DATE: SHEET NO. N o f Call before you dig. J 0 O Q w �0~w CALL 2 BUSINESS DAYS �9 IPA v 9 01 2020 w >O Za0 IN ADVANCE BEFORE N PROJECT NO. 16 z CJ w YOU DIG,GRADE,OR D 1 X EXCAVATE FOR THE c 291015008 MARKING OF >< U- D_L'o z UNDERGROUND a /w oQ MEMBER UTILITIES DWG. NAME Y X 0 5008-PH2-UT-NS.dw of 17 shts ✓> FOUND BRASS CAP IRRIGATION CONSTRUCTION NOTES MONUMENT AT INSTALL 6 TEE. I SW CORNER OF SE OF SEC 28, T3N, R1 E. APN# INSTALL 4" GATE VALVE. w 0) ' I S1128438700 INSTALL 6" GATE VALVE. I N i (NOT A PART) �7 INSTALL 4" BEND(S). 00 I cn i t I o 5Cn 4 4 5 0 5 4 4 5 0 0 00 �9 INSTALL 4" CAP. - I - - 7 12 O 12 12 12 12 7 12 0 9 12 U) NO°31'20"E 940.92' 1 i PIRR = - - - - - - - - - - - - - - - - - - - 11 INSTALL 3/4 PRESSURE IRRIGATION SERVICE PER PIRR IRR ! ! PIRR PIRR IRR 164LF 6"PVC 25LF 6"PVC 215LF 6"PVC 47LF 6"PVC 262LF 6"PVC 111 LF 4"PVC 1 MNID STD DTL - TYPE "A" RISER. o 'I I I 7 I I I 12 INSTALL P.C.0 THRUST BLOCK. IIIIIj 1 5.00' I I 11 I 11 I 11 I 11 I 11 11 11 I 11 I 11 I 11 I 11 I 11 I 11 11 III I I I I I I I I I I I� I I 13 CONNECT TO EXISTING PRESSURE IRRIGATION MAIN. > 5 4 3 2 1 57 56 55 54 53 52 51 1' I C ; 8 CI x of III I 11 I I I I I I I I I I o I "' BLOCK 6 I Q 5 4 3.00' I� Q � 12 o j1 i r I I I 1 � � o II IIIiI I ao - - - - - - — — II �11 I � � 9 � � I it i I I 11 � „S 8„S N R,>� „S ! „^ w S. COURVOISIER AVE.- oxl cV I �I Q„ „W p01,ni Q„ j �,on, \ / APN# U U U / III I - - - - - - - - - - - - - - I S 1128438580 III i —� 5 4 29LF 6"PVC ' (NOT A PART) III I c I 10 N / 7 12i'00 O i� i i" i I 11 11 0 / 4 5 � 12 vi °° O I ' " 0 11 I 12 I I I I I I I I 11 ; IIII I 143LF 6"PVC 47LF 6'PVC ,, w 1 _ PIRR — _ BLOCK 7 Z I 12 7 1NO°31 17 E -195.00 Q %' I a, IIII 7 12 5 4 > 10 11 12 13 14 15 16 i 4915LF 6 PVC ,'' ' j 1200 cfl I — i�'' '' N I'I f- I I I 11 I 11 I 11 I 11 I 11 I 11 I Cn 11 LLI xII I of 11 I I I o I I I I o I 7 U � Q Ld o � 1 12 7 PIRR PI R PIRR 48 I� " LLI i ao 9 - - - - - -356LF 4"PVC - - - - - - - 3.00' 11 I�� xll I APN# I � S 1128438652 I I I 11 I 11 I 11 I 11 I 11 I 11 I 11 �I (NOT A PART) I I Iron , I I I I I I 3.00' 00 xl I II j l I Z O �� / II (0 ,i 2 w 47 11 m xl I I I I I pp IIII �' ��° 7 6 5 4 3 i 11 4 5 O J li 1 N i 12 7 xi I 24LF 6 PVC i i PIRR °o 4 5 I I I I I I 5 11 47LF 6"PVC 113LF 6"PVC % / �' oXl 12 I I I 12LF 6"PVC NO°31'18"E I L� s�, 25.0' 12 —NO`31'18"E-`5.00'- 1 I > ` J I III � PHASE 1 � � � °° _ >> - I - - S. HENNESSY A VE. - - I , PHASE 1 �z xi I 8 W �" — -----__� ___ 8 W ' ' �� i I I Q I I - - - - - - - - - ' ' I 0_ ao o � I > 4 5 � � / � I I �Q m III i ii � li _ — 4 5 ' I I I N co 12 I UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON Z I , I SHEET 01. _ CV / I I I I I I I I 12 -j I J r w l O I j I I I I I I O 9,1 lel-dx; 1- I I I SHELBURNE00 �Y --r N i w I SOUTH PHASE 1 U' x NOTE: LJI- o / 38 ° 39 40 41 42 43 44 45 ° 46 I I 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL L o J (NOT A PART) I = I CO 1 BLOCK 4 I I o BE OWNEDAN A BY H HOMEOWNERS � /' �' /' ASSOCIATION. o Li V)� I I 3.00' /' /' I 2. REFER TO SHEET 02 OF THESE PLANS FOR V) l�� i I - a? ' a I� I I I I I I HORIZONTAL CONTROL LINE AND CURVE DATA. o 0 a� I I PIRR �` I I I I I I h I I � � oNm � i l % 6 13 6 13 11 I 11 7 12 I z 0 o 114LF 6"PVC PHASE o? III I I / I I� �■ �■ I ■ I� �■ PIRR ' Ic ' / Z 1 o PHASE 1 � I / o o I I // /' i// 0 I m Liu)oa — — — — w 0 I \\ 0 N ZQ _� ! I. ! I I i I PHASE LINE I I I „ i N, \ �c� a ILdo GRAPHIC SCALE IN FEET i w= Co 0r 0 20 40 80 o LO 0 �J co N 0Y N Im Z wz FOUND ALUMINUM o ��F-F- CAP MONUMENT AT SHELBURNE SOUTH - PHASE 2 0 0 Za SE CORNER OF SEC Ln LQ Q 0 28, T3N, R1 E. of � �zo IRRIGATION PLAN E,DF - 0 W N W 0 Ln d LX00 z� MERIDIAN, ID iE V) w �wo Qo�F ��N� Kio m a >> orn-50z�0 0a z~ © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m o U)~ 950 Bannock Street, Suite 1100 0 -0 XLiM Boise, Idaho 83702 208 297-2885 N DESIGNED DRAWN CHECKED W o Z Q�°��5��N3 �F ITC - ITC TRB N o,,� o x=o SCALE (H): 1"-40' F o �0 �� NOT SCALE (V): NONE W EIWZ =a rrKw below. PP ROVE DATE: SHEET NO. W oCall before you dig. �� p o 9 01 2020 >O I- C NLADVANL 2 CE B FORENESS S q �P PROJECT N0. o C� w YOU DIG,GRADE,OR C N 17 z x g EXCAVATE FOR THE c 291015008 MARKING OF a-L,nz UNDERGROUND DWG. NAME /w cn Q MEMBER UTILITIES w Y X�`0 5008-PH2-IR.dw 10f 17 shts