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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 1 4.1 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE d 28 W PRIOR TO START OF WORK. �, o 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK v IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SUBDIVISION NINE tit/LE �' 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CREED N.T.S. 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 NW OF THE SE -1O F 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 > > V/C/N/lYMAP 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 LIST TABLE B.C. BRASS CAP AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PROPOSED SECTION LINE B/C BACK OF CURB PRIOR TO ANY EXCAVATION. ZONING: R-8 PAD SHEET NO SHEET TITLE - - - - PROPERTY LINE/TRACT LINE BCF BRASS CAP FLUSH GROSS ACREAGE: 16.61 AC 01 COVER SHEET PROPOSED CROWN LINE BW BOTTOM OF WALL NET ACREAGE: 16.00 AC (NET OF AMITY ROAD R/W) CF CUBIC FEET ROADWAY NUMBER OF LOTS: 75 02 GRADING KEY MAP NUMBER OF BUILDING LOTS: 59 - - - - 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 PAVING 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: 16 - - - - LOT LINE COR CORNER 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE GROSS DENSITY: 3.55 DU/AC (BUILDING LOTS ONLY) 04 UTILITY KEY MAP COM CITY OF MERIDIAN PIPE ZONE. DEVELOPMENT TYPE: SINGLE FAMILY RESIDENTIAL 05 LIGHTING & IRRIGATION KEY MAP - - - - - - - - - - - - - - EASEMENT CY CUBIC YARDS DTL DETAIL ACHD NOTES BENCHMARK 06 GRADING PLAN LIMIT OF DISTURBANCE DIP DUCTILE IRON PIPE 07 GRADING PLAN DWG DRAWING 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 GRADING PLAN ESMT EASEMENT SECTION(S) OF THE ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE PROPOSED 8" WATER EX., EXST EXISTING 09 GRADING PLAN W FF FINISHED FLOOR ELEVATION REQUEST IN WRITING. PRESSURIZED IRRIGATION 10 GRADING PLAN 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 PROPOSED CURB FL FLOWLINE 11 GRADING PLAN OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. THE RIGHT-OF-WAY. EXISTING EDGE OF PAVEMENT G/GUT GUTTER 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION 12 GRADING DETAILS & WALL NOTES 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 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 PAVING PLAN & PROFILE PROPOSED SEWER MANHOLE HDPE HIGH DENSITY POLYETHYLENE � HP HIGH POINT BORNE BY THE DEVELOPER. ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER 14 PAVING 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 PAVING PLAN & PROFILE INV INVERT PROPOSED GATE VALVE IRR IRRIGATION NON-COMPLIANT PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES 16 PAVING PLAN & PROFILE L LENGTH ACT (ADA) REQUIREMENTS. THE APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO WATER NOTES ® PROPOSED RETAINING WALL LF LINEAR FEET DISTRICT DEVELOPMENT REVIEW STAFF FOR REVIEW. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS 17 PAVING PLAN & PROFILE LP LOW POINT 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 18 PAVING PLAN & PROFILE SIDEWALK RAMP MAX MAXIMUM 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO 19 PAVING PLAN & PROFILE /F-� 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 20 PAVING PLAN & PROFILE N.T.S. NOT TO SCALE 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE 21 PAVING PLAN & PROFILE 0 PROP. CATCH BASIN N.P.D.E.S. NATIONAL POLLUTION DISCHARGE ELIMINATION W 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 22 PAVING PLAN & PROFILE P PAVEMENT ELEVATION wU WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN �- 12 -� PROPOSED CONTOUR PC POINT OF CURVATURE �Z 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 23 PAVING & DRAINAGE DETAILS 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 L W EXISTING CONTOURS PT POINT OF TANGENCY FOR PUBLIC DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 24 LIGHTING & SIGNAGE PLAN APPLICABLE ACHD ORDINANCES UNLESS SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO ( ) O TOP OF CURB ELEVATION PUE PUBLIC UTILITY EASEMENT ° Of V)WV) 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 25 LIGHTING & SIGNAGE PLAN 99'79 PVC POLYVINYL CHLORIDE SHALL PREPARE AND CERTIFY ALL IMPROVEMENT PLANS. V0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE 26 UTILITY PLAN & PROFILE GRADE BREAK PVI POINT OF VERTICAL INTERSECTION 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE WATER SERVICES OR POTABLE WATER MAINS R RADIUS/RANGE o ~Z 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 27 UTILITY PLAN & PROFILE 10.00 PROPOSED SPOT R/W RIGHT-OF-WAY N � 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 28 UTILITY PLAN & PROFILE P ELEVATION REF REFERENCE of- THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING EXISTING PAVEMENT REV REVISION ro oY CONTRACTOR AT NO COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE 29 UTILITY PLAN & PROFILE SPOT ELEVATION SCH SCHEDULE CONTRACTOR SHALL CALL DIGLINE (1-800-342-1585) AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE Q w� IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND 30 UTILITY PLAN & PROFILE 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). PROP HEADWALL SF SQUARE FEET F 3 31 UTILITY PLAN & PROFILE SHLDR SHOULDER W� 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 SPEC SPECIFICATION 0 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY 32 UTILITY PLAN & PROFILE o� PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 SS SANITARY SEWER I E. SEEPAGE BEDS, DRAINAGE SWALES PROP. CATCH BASIN SAND & a� PERCENT. THERE ARE NO TOLERANCES ALLOWED. ( ' )' 33 UTILITY PLAN & PROFILE ST. STREET _ 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 34 UTILITY PLAN & PROFILE & OBSERVATION WELL o 00 W- ( ) SW SIDEWALK o NQ CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR 35 UTILITY PLAN & PROFILE SY SQUARE YARDS } o W� 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 ~" LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (Y2") MIX, PG-64-28 THREE 36 UTILITY PLAN & PROFILE EASEMENT TC TOP OF CURB Y , o� TF TOP OF FOOTING o INCHES (3") THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN GREATER. DRAINAGE NOTES 37 UTILITY PLAN & PROFILE TRW TOP OF RETAINING WALL z~ ® PROPOSED STORM DRAIN MANHOLE TSR TOP OF SAFETY RAIL 00 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 38 UTILITY PLAN & PROFILE TW TOP OF WALL o z< SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE 39 IRRIGATION PLAN TYP TYPICAL 0 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 L� AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY 40 IRRIGATION PLAN E w= ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE ;r B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE N SHALL REPLACE THE ENTIRE ROADWAY SURFACE. PERMIT. to E or C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THEni .7- 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 Q �2 z N� UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. SHELBURNE SOUTH - PHASE 1 o m Of Za E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE Plans Are Accepted For Public co<0 CONSTRUCTION BEGINS. p W co COVER SHEET c o Qa Street Construction = xwo 0 w w a - SEWER NOTES By stamping and signing the improvement plans, the Registered W Engineer ensures the District that the plans conform to all District a 0 W= policies and standards. Variances or waivers must be specifical- o 0Z� 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES IDAPA AS WELL MERIDIAN ID ly and previously approved by the District in writing. Acceptance ' a n wa AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. of the improvement plans by the District does not relieve the o 0-a-� 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM APPROVED FOR Registered Engineer of these responsibilities. g ooN� DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN C31V'STR .VT1+ 111 BY DATE: Ki0 m a �> orn N o W D AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE ADA COUNTY HIGHWAY DISTRICT z !x CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING These plans andl'ar specifications have been reviewed far >aQ§ compliance with Meridian City Standards and Specifcations. This © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 950 Bannock Street, Suite 1100 O �1 00 a-w review does not relieve the owner, engineer, or contractor of the z x o w� 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS Boise, Idaho 83702 208 297-2885 O =o-.3 responsibility to design andior construct those facilities incompliance Ln LQ ZC' SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER i x oo with all current applicable lederali, state and Racal laws, rules, DESIGNED DRAWN CHECKED X W� MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE re ulatians, ordinances, devello rnent a reemenks, s ecifcations, ■ ( ) '� p g p R1 ` E S��NA� fN ITC ITC TR B 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. 11111 . 1 FS G� z N F �y ti SCALE H : 1 =60 0 0 30 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 r ■ ■ �� CVO FF E 0 W . . . `kf� Q _--- � SCALE (V): N A w x wz 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 o E I< proposed revision to these plans must be submitted for review and '■ r I w�sbekw E DATE: SHEET NO. W o E 0a CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE •�1� Call before you dig. 6 1 W E �� 2017 ACHD STORMWATER DESIGN GUIDELINES. compliance with the Meridian City Standards and Specifications 7 f� 0 8 31 2020 0 o W before said rcvisibn OS construGked, CALL 2 BUSINESS DAYS 00 � O O w O Zp IN ADVANCE BEFORE N PROJECT N0. O 1 z I x W O YOU DIG,GRADE,OR x 00 0� 291015008 U EXCAVATE FOR THE o E v)oZ Name Gate MARKING OF■ UNDERG OUND N M C� DWG. NAME w a MEME ■ INE ■ MEMBER UTILITIES w ix�0 5008-PH1-CVR.dw of 40 shtsa. S89°19'52"E � — — — — — — — — 636.12' — — — — — — �'�'� — — — — — 13 — ` S89°19'52"E 693.19' — — — — — — _ I �Sgg`19'S2" \ APN# I 1329.23' FOUND 8" DIA. IRON PIN AT FOUND " DIA. IRON / 12 S1128438410 PROPERTY LINE I S OF SEC 28, T3N, R1E. PIN AT CS A OF \ � \ � i APN# SEC 28, T3N, R1 E. I / BLOCK 8 S 1128449300 I PROPERTY LINE 10 \ �� 9 APN# S 1128438580 ' I I II 7 i 6 — x BLOCK 4 1 2 10 BLOCK 3 / \ 3 4 SECTION LINE O EG EG I EG EG ��— � 12 4 / r i CO o I 13 � 5 I 3 Z PROPERTY LINE CL CC) \� 10 6 I 2 \ _ Cd 9 14 IN, I — o o i 8 \ I I cn CIO N.. <cs E. ARABIAN DR. a z �\ 0 7 0 = CLCo I I 15 �c0 I I I I I \ 16 � � � �' �/ I I 10 I I \ 17 w � ' 18 I 9 ILu z 19 I 00 - —� �<<c \ 20 8 o I 21 I — — I BLOCK 4 \ I I I I 23 \ 22 I 7 D Wz — _ _ I SHELBURNE a-Q I — — _ I 6 Plans Are Accepted For Public of� I _ _ , � , , SOUTH PHASE 2 I _ I Street Construction NOT A PART O 3 z 31 \ O ONp By stamping and signing the improvement plans, the Registered o Z O Engineer ensures the District that the plans conform to all District U O �$ 0) policies and standards. Variances or waivers must be specifical— = i — 5 z �1' ly and previously approved by the District in writing. Acceptance �w — — - I �— — — \ It of the improvement plans by the District does not relieve the Qco o Q I Registered Engineer of these responsibilities. w o I I I I 32 I i BY DATE: ? 3 F I CO ADA COUNTY HIGHWAY DISTRICT roJ I — — i 4 �ai J Y Q�� - - — — I NOTE: 0 o=o� I — — 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO 0�-o _ _ 33 a ( ( BACK OF CURB, BACK OF HEADWALL, OR CENTER OF w�w I I I PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z <Ld I I 30 24 I ' 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 0 00 aJ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. � 0-= I — - - I I I I W i�w� _ — 34 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y of — — I— I RAMP. o o0 I I N Q ' 3 3. REFER TO SHEET 03 OF THESE PLANS FOR ��oo — I — — — — — �j I W HORIZONTAL CONTROL LINE AND CURVE DATA. c o0 I _ 1 QUl) a CL 29 BLOCK 4 25 I z =��oQ °zZ - - �� I I = 37 I Q I I o E -5 w� �� / \\ — — O 28 26 — — GRAPHIC SCALE IN FEET >-s} I 0 30 60 120 NORTH I ' — — - BLOCK 2LO E Io Y — as =gym I 36 I 2 Z oo:o �� I I I Z — — _ 27 i , 1 SHELBURNE SOUTH - PHASE 1 N o�� X�� \�� s , - ---- — — — — — — — 73mZo — o~aa I w Co zo I I 0 6 E. GRAYSON DR. o T GRADING KEY MAP � x I O w — Lj I --- -� v`>wN I _ _ W co a 0. 1 1 1owQ - I APN# MERIDIAN, ID o x w ----- I I II 0 [if W • U 0 0 0 3 j S 1128438652 5 I 4 I I I I Q I I I I I I I m a �� o r n OrnOw0 T Z i X 0O= I I 3 I 2 I 1 I 1 2 I 3 I 4 I 5 I 6 I 7 I FOUND ALUMINUM CAP z~ FOUND BRASS I © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m '- �a3 I I MONUMENT AT o c�' �,Z CAP MONUMENT --- I O I I 950 Bannock Street, Suite 1100 1ao~w AT x o w� SE CORNER OF SEC =o 00 SW CORNER OF Z /x�0 — � — — — — — t t — � Boise, Idaho 83702 208 297—�885 � 28, T3N, R1 E. s II DESIGNED DRAWN CHECKED w X w� SE OF SEC 28, — �� — — I Q I TONAL E ITC ITC TRB "logo S89°14 43 E BLOCK S S89°14 43 E (� o BLOCK 1 i V�� ° F� �ys� a� ( T3N, R1 E. \ I z� I i Quo � V I tiFF� SCALE (H): 1"=60' �'0 k� �'--- 386.09' 706.23' ��/ SCALE (V): N A W 6 E_¢ -- below. - DATE: SHEET NO _ _ 1 Cals u-0 o — ucr — — — — — _ — _— — ucT �X---_ —'— - — ® — — — — — - before you dig. w — — — _ _ _ 6 8 31 2020 o O�� , „ C IN L 2 BUSINESS ADVANCEBEFORE ^ N PROJECT NO. 0� W o zo S89°14 43 E l� x w rr — — • — _ — — — e YOU DIG,GRADE,OR x M I 238.00' \ > » EXCAVATE FOR MARKING OF HE Q N 291015008 W �00 E -w Z S89°14 4 UNDERGROUND a CL w�a -- -- - - _ - - - ----- - ---- - - -- -- -- -- -- - -- -- --- - --- - - ------- -------------- ----- - - - - 30 22 TIES 40 =w o — cr_-- — — cT —XucT=——_X -- ucr — X--- cr ------ ---=.:; — __ - - - - -----u -- — — ------ — — 3 � DWG NAME T cr 13 /x�o MEMBER UTILITIES 5008 PH1 GD KM.dw of shts a 13 "I \ \ l APN# - I FOUND a" DIA. IRON PIN AT FOUND " DIA. IRON \ O \ 12 S OF SEC 28, T3N, R1 E. i PIN AT CS A OF \ - `S1128438410 PROPERTY LINE SEC 28, T3N, R1 E. I / \ I I APN# LINE TABLE BLOCK 8 I I S 1128449300 \ \ II LINE LENGTH BEARING L1 447.63 S49°38'31.92"E I PROPERTY LINE 10 L2 99.58 SO°28'36.03"W / �C, l\\ II I L3 125.00 SO°28'36.03"W 9 \ r L4 478.22 SO°29 03.24 W 1 / I L5 133.50 N89°14'42.82"W I L6 267.00 N89°14'42.82"W 7 \ L7 232.16 NO°29'32.09"E I I s s \ \ I L8 203.50 NO°27'32.08"E L9 115.22 N 89 14 42.82 W L10 97.09 N71°10 07.32„W I BLOCK 4 IN, \ \\ 5 - _ L11 21.68 N89°14'42.97"W i I L12 66.38 S89°16'55.97"E 1 2 BLOCK 3 \ i L13 282.60 S56°05'20.89"E 3 I L14 133.50 S89°16'55.97"E SECTION LINE EGX - - - - n� L15 36.65 N89°14'42.97"W EG i _fG_ 12 4 / r ROPERTY LINE \ 13 5 APN# S1128449800 10 6 \\ \\\ \ IJ u _ 9 - - `� 14 I 5 _ - CURVE TABLE \ \`\ \ 8 I 1 - E. ARABIAN DR. I CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT i \ \ L14 O i \ \ \ _ 7 15 � 17 - - C1 100.41' 64.21' S31°17'12"E 63.12' 36°38'18" 33.25' C2 105.00 91.85 S24°34 58 E 88.95 50°07 08 49.09 \ 16 10 C3 100.00 31.55 N80°12 25 W 31.42 18°04 36 15.91 i � ��i I � I I \ \\ F J 17 s041 i C4 100.00' 31.55' N80°12'25"W 31.42' 18°04'36" 15.91' C, I C5 50.00' 59.59' N34°37'08"E 56.12' 68°17'04" 33.91' 18 I g PROPOSED C6 50.00' 50.61' S27°05'31"E 48.48' 57°59'40" 27.71' w ��- \ \ �ii� \\ L12 I M SOUTHPARK SUB. F „ , 19 0 C7 100.00 57.93 S72°41 08 E 57.13 33°11 35 29.80 o \ \ 20 8 0 04 C8 102.76 82.67 N66°11 47 W 80.46 46°05 36 43.72 \ �\ 21 \ \ \ BLOCK 4 22 I I 7 23 D . \ \ \ \ aw SHELBURNE \ 6 SOUTH PHASE 2 I _ _ _ Qo NOT A PART o �Q I 31 r \ \ CN Of z _ _ \ ` \ 5 ro 3:" \\\ 2.5" AC SURFACE If o� I h \ \\ \ 11 4 I COURSE zo I I 32 \ I /_4" ABC W� YQQ - - - - - Ln � - - �� ! J 4 1 _ I Q Q _ _ _ APN# i 13 GRANULAR SUBBASE NOTE. �o 33 II 1 3 ° S1128449082 I _ -I PER ITD AND ACHD 1 BACK OF ALL IOCURB,OBACK OF HEADWALL, OR TCENTERINGS ROFTO z _ 2W I I ( \ I -- - PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. Z o - - - I I - - - - I 30 24 I , �,��\ I -I =-I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA CL \ \ - I I - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W i LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y oZ 34 NOTE: RAMP. o rw I o Q 3\\ `\� 1. PAVEMENT SECTIONS PER RECOMMENDATIONS 3. REFER TO SHEET 03 OF THESE PLANS FOR J oo I - - - �, I W \� I INCLUDED WITHIN GEOTECHNICAL REPORT HORIZONTAL CONTROL LINE AND CURVE DATA. W co ON - �- 29 BLOCK 4 25 (/) PREPARED BY ALLWEST TESTING & ENGINEERING, oQ �Z - \\ 37 DATED 03/04/2019.ZCfj in Z LZ I � cry - - � - - BLOCK LOCAL ONSITE o E wo i / A - - I - GRAPHIC SCALE IN FEET 28 I 26 I 0 30 60 120 NORTH J -fi - - J PAVEMENT SECTION a V)m w \ � - - I I INTERNAL LOCAL STREETS o 36 2 " ZNOT TO SCALE U) 8 �', Ll L11 C a m _ N3 AC SURFACE ° IZa 10 COURSE aW Q o p aZ E. GRAYSON DR. L6 19 o - T Ln Z ( C3 6" ABC PAVING KEY MAP a x w i ` L9 L5 i o �'=N a o�= � I 17" GRANULAR SUBBASE MERIDIAN, ID a J 0o X wZ APN# I I PER ITD AND ACHD o Ln z Of S 1128438652 5 I 4 I I i x 0003 I 1 Q IKlom �;o xl NLnoo FOUND BRASS CAP I 3 - a /x o= MONUMENT AT I 2 1 I �_ 1 I 2 L - I 3 I 4 I 5 6 I 7 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m Z o 0 V)Z SW CORNER OF SE I _j I I NOTE: 950 Bannock Street, Suite 1100 x o00 OF SEC 28, T3N, R1 E. O I I 1. PAVEMENT SECTIONS PER RECOMMENDATIONS Boise, Idaho 83702 208 297-885 0 X oo I I I INCLUDED WITHIN GEOTECHNICAL REPORT DESIGNED DRAWN CHECKED N - - - - - - - - - - PREPARED BY ALLWEST TESTING & ENGINEERING, ITC ITC TRB o FE I I i _ I S89°14 43 E I TONAL E ao-o S89°14'43" - - - -BLOCK 5 = - - ___ _ 4 _ _ _ _ _ _ _ = BLOCK 1 = _ -- »- - - FOUND ALUMINUM CAP DATED 03/04/2019. 811 . FOSS �% SCALE H 1"-60' 0S89°14 43 �- - - - - - - - S89°14 43 - - - -� 1330.220 ( ) i�wZ 238.00' 386.09' - - - - - - - - - - - - -- - \ ` I - - - - __ - - - 706.22 - - - - J SEO CORNER OF SEC Q "1 o F SCALE (V): N/A W E F,J I - - 13 - I S. AMORITA AVE E =a 1 � �. I � W _ _ L 28, T3N, R1 E. Know FOP 6 VE DATE: SHEET N0. W y-0 o ■ - - - - - - - - - - - - - - - - - - - - -cas - - - Call before you dig. 7 0 W - - - - PAVEMENT SECTION 8 31 2020 °�~w ------- _______ CALL 2 BUSINESS DAYS � Ln Zo L SITE-ENTRY DRIVE IN ADVANCE BEFORE C�' f N PROJECT N0. 0� Z oo�� I x Ld[if - - - - - - • YOU DIG,GRADE,OR F °' .•0� �� NOT TO SCALE Ex MARKING OF HE SON �QO� 291015008 W L'O z \ UNDERGROUND M a ---_,,,y - - i..,-. - - _:i I' „cl - UGT ucT „IT IT ucT UGT ucT d --- w=a -"' - - - -_- ---- -- MEMBER UTILITIES - - - M.dW 10f 40 ShtS-- - ----------------------- - --------------- - - - - o ----- 5008 PH1 PV Ka PROPOSED SHELBURNE EAST SUB. 13 \ \ PROPERTY LINE / FOUND 8" DIA. IRON PIN AT 12 ` ` APN# I I S OF SEC 28, T3N, R1 E. S 1128438410 I APN# BLOCK 8 S 1128449300 � � 1 I � 10 MH 1 MH 21 FOUND " DIA. IRON PROPERTY LINE \ �` PIN AT CS � OF SEC 28, T3N, R1 E. 9 \ 38 ` I 1\ 8 7 � I 3 2 APN# � 1 6 I S1128438580 I 5 I BLOCK 4 I 1 2 � '��' MH 20 BLOCK 3 � I / / \ �3 4 I SECTION LINE $"s 26 "S 8» 89vs 2 7 s"s A 12 4 MH 2 I MH 3 / / MH 19 3 PROPERTY LINE I MH 13 I 13 MH 14 , 5 N — MH 15 / � I \ 10 6 I 2 CO 14 co •� gco I 3 7 cal 8 E. ARABIAN DR. 1 33 s / I - 8 s 29 v� 15 — / 2 8 MH 18 CO 1 16 , �� 8•�y I I BLOCK 2 10 I 17 — — APN# LLJ MH 5 �! 18 / ��s I M H 17 9 S 1128449800 19 �plco MH 6 � \ 20 / MH 16 $ �z MH 4 — — — ' \ 21 I I — PROPOSED BLOCK 4 I I 22 1 SOUTHPARK SUB. I � 7 I I 23 Q � I D W U 6 WZ I I N I E� _ _ I o0 I «� 6 3: 31 z W — O ~ 34 MH 12 \ N 20 I I — �r 5 o Y NO°31'14"E Q - _ _ I — w o 1 1324.37 1 I 32 I I Z 3 Q~ I I SHELBURNE w w - - 136 4 r p J W ZQ SOUTH PHASE 2 `� Q Q �' I NOTE: 0 - - NOT A PART 33 I 3 5 — 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO APN# I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF a-w 2w I I I I S1128449082 PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z Q wm I .I 3OT 24 I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 0 00 U)= I I I I I I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W f w= I I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A m Bozo - - � 34 - - � - - 3 I I RAMP. o 0 0``U tY r I 3. REFER TO SHEET 03 OF THESE PLANS FOR J O BLOCK 4 �' I HORIZONTAL CONTROL LINE AND CURVE DATA. OU c 0 0 / V 29 25 m �� , 37 I Q I I° N o BLOCK 2 in — — — — o _ _ _ v� Z r l �_w �� % 00 I GRAPHIC SCALE IN FEET o Ij cn 28 I 26 I 0 30 60 120 NORTH LO a `c om I — I�\ ICY* _ 36 I 2IL I _ _ I _ Z i � r — \\\ \ i MH 7 MH 8 tom\ - - - - 27 i 1 I SHELBURNE SOUTH - PHASE 1 - - - - - �mz< - - - - - _ — — — — — — I L6= 0 <o 3 o w— E. GRAYSON DR. I W II I MH 9 MH 10 MH 11 I UTILITY KEY MAP a,o¢a Lf)� 8S 8S 8S z o I - APN# 31 _ xw- �_ �a -- -J >2N �,�p o S 1128438652 — — — — °° — a oz� I MH 22 CO 2 I MERIDIAN, ID 00 XwQ ------ - 1 0=�� oz I 5 I 4 O o�3 ---- Iey >>> Hornz Fn� 3im !o I I 2 1 I I I 2 3 I 4 5 6 7 FOUND ALUMINUM CAP az3 I © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m CO I I MONUMENT AT I 950 Bannock Street, Suite 1100 Z xow� 1 I 0 I SE CORNER OF SEC Boise, Idaho 83702 208 297-2....5 D 0 0o FOUND BRASS CAP BLOCK 5 I I BLOCK 1 I R R to N MONUMENT AT — IJ — — _ — — — — — — I 28, T3N, R1 E. DESIGNED DRAWN CHECKED W x-w , ITC ITC TR B 1 811 . s�S89°14 43 E \ONAL E`� � SW CORNER OF SE � S N �o S89°14'43"E 5 S89°14'43"E I 1330.22' I / Q�O�� I /�� SCALE (H): 1"=60' U /o�U I OF SEC 28, T3N, R1 E. 386.09' 706.23' - ��/ SCALE (V): N/A Ir wz — — — — — — — — — — — — — — — — _¢ - I below. - DATE: SHEET NO o EF,� PP6 VE a�� 3� -- - -- — — — — — — — — — — — — - �I before you dig. E O _ J'T - ^AS GAS A W _ _ _ _ _ _ _ _ I 7 0 8 31 2020 o O J J IN ADVANCE BEFORE PROJECT N0. W w CALL 2 BUSINESS DAYS ~� _ S89°14'43"E _ _ _ _ J _ _ _ _ _ C �I�_� N 04 z TO w Q • E. AMITY ROAD • ` YOU DIG,GRADE,OR �(� W x D M 238.00' EXCAVATE FOR THE Q 291015008 0 LI Oz UNDERGROUND MARKING OF ON COO a w�a M DWG NAME o — cr — = cT — — --- ------------- --------------------- ----- MEMBER UTILITIES — — — cT — ucr ucr d /x�o ------- 5008 PH1 UT KM.dw of 40 shts a S89°19'52"E - - - — - - — - - - - - - — — 636.12' — \ — 13 / S89°19'52"E 693.19' 1 FOUND 8 DIA. IRON \ PROPERTY LINE i PIN AT CS j� OF \ / / 12 \ \ APN# I S89°19 52 SEC 28, T3N, R1 E. \ \ S1128438410 I 1329.23' FOUND 8" DIA. IRON PIN AT / S OF SEC 28, T3N, R1 E. BLOCK 8 10 1 \ \ I PROPERTY LINE 9 ,o\ \ I / 7 APN# \ �`-9 \ / / 6 S 1128438580 I II BLOCK 4 1 1 2 \ ®� 4 3 SECTION LINE EG �G— —�— 12 / 4 / 3 PROPERTY LINE 1 1 I / 13 v 5 i I 11 25 40 1 I 10 6 I 2 I 1 14 �I B_ E. ARABIAN DR. APN# I R 15 i S1128438700 I 16 10 1 17 \ 0 — �i,�, 18 \ — — I APN# 9 S 1128449800IF— w 19 0 _ �iCO i 8 z 21 / I — — PROPOSED i BLOCK 4 p�9 / II I 1 SOUTHPARK LEGEND 23 22 I I 7 I SUB. W ' LIGHTING AND SIGNING SHEET NUMBER W U L W Z zC4 0 _ 6 Ld ° — — I I Wo �� - - a 1 o �< — 31 '� IRRIGATION PLAN SHEET NUMBER Uo I I 5 — — 1WI I I ;I — =zo 32 W F Zm SHELBURNE w r' — _ i I I 4 1 Y<wJ I SOUTH PHASE 2 — — Q Q NOTE: m — — — — — — OFFSETS, NORTHINGS, EASTINGS ARE TO QCQ� 1. ALL STATIONS, w — — I NOT A PART I � 33 I APN# BACK OF CURB, BACK OF HEADWALL, OR CENTER OF _`� � I PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z 6 I I — — I I 30 24 Q I S1128449082 i 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o I �_ I - — — — — - I I I 1 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. } _ I W �� — — I 34 Q — — — — 1 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y a-of I— RAMP. co o o� I I "I — — c J 3 3. REFER TO SHEET 03 OF THESE PLANS FOR a �0 — — �— — — I 29 25 HORIZONTAL CONTROL LINE AND CURVE DATA. m °LdZ 1 - - �� I I 37 Q I I raj I o z Q I11 z E -5 wo �% \\ — — — — , GRAPHIC SCALE IN FEET >-2,5 _ 28 I 26 I 0 30 60 120 NORTH o mow LO L t W J a�v�� I ��m 36 I ;i - E24 39 2 Q�wz I _ — � ' _ _ ,,I,, I _ _ _ _ _ I I _ _ %LnZw� �� / ` \ I i ` 1 SHELBURNE SOUTH - PHASE 1 15 m—o \ I N 00<Z r — — — — E. GRAYSONDR. _ — LIGHTING & IRRIGATION KEY MAP a0¢a o �wF- L--- - I APN# I _ � xWa I >=ir — — — — — — — — U, o= S 1128438652 co T MERIDIAN, ID Iowa - 1 � �� 1 Q x w ----- I -� I oo�� I C) L �U) 5141312111I 1Kiom ey >>> Horn O Co z3 �------� Y)Ow: II I x11 N�, 1 0 I i FOUND ALUMINUM z /x OF I I I I 2 3 4 5 6 7 CAP MONUMENT AT - W z- I © 2020 KIMLEY HORN AND ASSOCIATES, INC. v az� �Z - Q I I SE CORNER OF SEC 950 Bannock Street, Suite 1100 xl o w� 1 I 28, T3N, R1 E. Boise, Idaho 83702 208 297-7885 0 �x FOUND BRASS CAP PI — �1 I PIRR I DESIGNED DRAWN CHECKED W S\ONAL EN ITC ITC TR B MONUMENT AT fl a�� SW CORNER OF SE � — — �� — — — , „ �, — -- — — — - — I o�o I OF SEC 28, T3N, R1 E. I S89°14 43 E S89°14 43 E I I o� 1 i ° oF�S c�tiF SCALE (H): 1"=60' 0 E,)w� _-- I — 386.09' - ° ---_ — — — 706.23 jam/,/ I ---- \ I / �� Q`� � V o F� SCALE (V): N/A W - _¢ -- -- TT o E � below. - DATE: SHEET N0. Call befom you dig. F- _ cns _ F�P6 VE ~ — — " - _ - ALL 2 BUSINESS DAY 8 31 2 °O�a , ,> ------- --------------------- ----------- -- ------------------------- --- ------------------------------------------ ------ ----------- -------------------- CALL ADVANCE BEFORE S J'7 OO o PROJECT N0.02 0 w& — S89°14 43 E — — ��^^^ YOU DIG,GRADE,OR C TI � N 05 x�M 238.00' E. AMITY ROAD EXCAVATE FOR THE QO 0� 291015008 0 ECn00 w Q — _ — _ - 4 E UNDERGROUND DWG NAME a _ u--- _= ucr =_ __—AT -_-____-— ucT_ — — — — S89°14' �3" MEMBER UTILITIES W 1330.22 5008-PH1-IR-KM.dw of 40 shts MATCH LINE SEE SHEET 08 GRADING CONSTRUCTION NOTES ao SEE PAVING PLANS (SHEET 13 - SHEET 22) FOR STORM DRAIN CONSTRUCTION. rn O7 FUTURE AMENITIES PER LANDSCAPE PLAN. N BLOCK 4 34 FUTURE SHELBURNE MAX=2695.82 SOUTH PHASE 2 MIN=2695.32 2693.94 DG=2694.32 I I I NOT A PART I I IN 00 I , co U. 00 ` I I N 00 II 2693.85 I ��`� `�\ STORMWATER i i ►` _ - - - P I �� ESM T I I j I Q 2694.53 \ I I �� `� N j l C/) W P �� w w 35 N ; � ' W \� �� `�� Q (0 Q MAX=2695.52 TYP i rloo' U) MIN=2695.02 5 0 00 W DG=2694.02 I I Ln W 2693.521 1 00 0) (n N W / A \ 2693.52 °� Z / \ I N I 2693.47 = \ - �- - - - - o - - N' LP 2693.45 TC U \x" \ 33' 2693.01 I I \� 2693.31 �\ \ 2693.45 FILB/C I� - - 36 T5 � I 00 2693.35 \\\�� MAX=2695.52 S/W 47' S/W ---- 269 �\ �\�\ MIN=2695.02 R/W I 22694.26 \� �� \ �0 ,•Wy 8„N i 306 \\ DG=2694.02 w - i 04% I �6�9 rn rn o Plans Are Accepted For Public \� \ i S 8„ I 8 W `� 2694-�� N N Street Construction . , S. I F 2693 \ �6' By stamping and signing the improvement plans, the Registered - - - - - - - - - - - - - 2692.13, - - v, - Engineer ensures the District that the plans conform to all District \ r 2693.53 2 ry rs'O^' i TC / 8„ 26 - - - policies and standards. Variances or waivers must be specifical- .... 6 9 °°° lly and previously approved by the District in writing. Acceptance savovovoo e n n r- ,93 OS / 2'27 f the improvement plans by the District does not relieve the - - _ ___ 2692.48 cn BO 2693.04 - 72679 .33 _ T -`�-'=' � / 2694.23 � I 2694.45 Registered Engineer of these responsibilities. - -2694.04 <; „ BY DATE: P FL 3.66 1 2692.15 / \ 0,45 // I N BO -12 FL LP / \q 2694.62 ADA COUNTY HIGHWAY DISTRICT � HP S -'PO � ' I 100 - - 0.4 % / „ \ I -8 s �7� f � -$"s 8"S 2694.32 LOT GRADING LEGEND PHASE LINE \ I 9`� � MIN MIN TOP OF STEM WALL ELEVATION � 2692.13 TC -'� 2692.45 2693.56 2694.29 2694.56 MAX MAX TOP OF STEM WALL ELEVATION DG ROUGH GRADING DESIGN GRADE 0 I �' N ♦ LO 0 APN# I I I 12694.40 \ 4 11 S 1128438652 I FL N N w (NOTA PART) coo 2694.88 /+ �5 iN FL 1 09 W w W O 5 I I 1 SHELBURNE SOU `b81 TH m L"L" I MAX_2695.05 I 4 I o f I PHASE 2 MIN=2694.55 I cv I` wo DG=2693.55 MAX=2694.40 O C D U 0 MIN=2693.90 3 Qo DG=2692.90 oo�a 2 I I 1 I w �Z I I MAX=2694.40 MIN=2693.90 W 11 o-=� MAX=2695.05 I I I = Illj o _� I I MIN=2694.55 I 0 LV 0 1 KEY MAP DG=2692.90 I Co N C0�r _�of DG=2693.55 W a�Y I Q Lj Lb W N.T.S. ��wo I ('4 Q z Q °0� I N � �_ � N I N � W 0 J J� Z Q CO(Q� O I � I J NOTE: oo I I �69 I " I = 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA a I �I �� Q o i , STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. m BLOCK 5 I �1 ,n �L LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A z. o a J I � \ 0-) BLOCK 1 RAMP. 0 0�= I N N 2. REFER TO SHEET 03 OF THESE PLANS FOR �x�U I F693.38 I I I HORIZONTAL CONTROL LINE AND CURVE DATA. Y - - - - - - - - - - W 1 3. FG CONTOURS ARE SHOWN FOR MINIMUM PAD GRADE. o olrw - - - - - - I 1 W / 2694.31 \ a !Ln o� 2694 TYP 5 2693.05 1 FL Z �;ZZ I / - - - - - - - - - - - - - - - - - - - - - 2693 - - - - -;Zl - - - - - - - - -FL - `�' I o cola - - �6 O M a a:0�'z - - - - - - - - ,9�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 0 E _ 2693 J rn + 0, l I GRAPHIC SCALE IN FEET W > s} `O - 0 / C° N I 0 10 20 40 NORTH - - - - - - - - - - - - - - - LO 2694- - - - - - - - - - - - - - - - - - - - - - - - - - - - N I�---- ----- 1 O W J _----_-- °-, 2696.48 2696.30 - - - 2695 2696.14 2695.98_________ 2695.81 2695.87 CL Y zz SW _ SW SW 0 0 Hm SW _SW 2696_ - SW z QX Z - - - - - - - - -- -- - - - - - - _ _ -- ------ -- - - o �I --- ---- -------- �U)� --- SHELBURNE SOUTH - PHASE 1 7 -- -- - -- -- _ ----- :o:. v7 o a cna o - - - x ,� - - - - - - -� - - - - - -- Ir ------ ---------------------------- -----2696.08 ----- --- ��QQ - UGT - - - - UGT - - ------_U6T = - - - - UGT - - - - - UGT - - - - - UGT - - - - - - - ------- --�IBT�--- -z�-��('f---_ -UGT- ---- GRADINGPLAN O °' -Z 2696.41 - 2695.86 2695.85 2695.84 Z O - - GAS - GAS - GAS - GAS 2696.7O - GAS GAS - GAS - I P - GAS --P GNS rec P GAS - :5 co-- \ - - - - - - - 2695.95in W~ 12 - - - - P - - „ P P- - W N 11-2 ---------- ' SEE SHEET 40 FOR --- 12" P W - - ------- ------- ------------------ -- ii� -- - --------- -- 2696 ------------------------------ ------------------------------------------------ --- ---- -------------------------------------------------------- - GRAVITY IRRIGATION ------------------------------------------------------------------------------------------------------------ MERIDIAN, ID 1 o wQ LINE CONSTRUCTION. �,� W CD 0 0 XOfw = o 00�3 - - - - - - - E. AMITY ROAD Kiom ey >>> Horn o�� rn 0 W� Z N Ln 6g1 W �"z_ i >0%0 KIVI I Y-. ORN ONI) OSSOCOI: S, I\- m U V'Z ;3`,0 chock S.rccr., S,i c 1'00 xl�a ---- =o cWi� _-_ -- ---------------------------------------------------- �- ---- ------------------------------ I o se, Iccno 83702 208 297-i)HH5 N 0 Z" o _ _ _ DESIGNED DRAWN CHECKED X - -- UGT - UGT UGT - UGT - UGT U = _= 1I6F--- UGT - - - UGf-� ��UGT f- UGT - UGT - UGT - __ UGT - - - - - UGT - - - - - UGT - - - U - UGT - UGT - UGT - UGT W XU)__ ------------------------------------------ --- ----------------------------- -------------------------------- _-------_ --_--- ---------------------------------------------------------- _--------- - TRB - a ~~ ------ - ' ----- ITC IT --------------- �1 o�_o ------------------------ ENc = Z --------------------------- ---------------- --------------- ---------------------------------�' � i� �o��S ��F SCALE (H): 1" 20' � ��/ Q , � Vo F� SCALE (V): 1"=2' W E X3W MISS-OHE OHE E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE K„a,,,,,,, sbelow. PP VE DATE: SHEET NO. s �Xwz i -,a o-0 o WU Call before you dig. �1}6 W `o C0~w CALL 2 BUSINESS DAYS J 7% O� O 8 31 2020 /� O Zp IN ADVANCE BEFORE ^ N PROJECT NO. OL, o x W G- YOU DIG,GRADE,OR C F X LLJJ D M EX MARKING OF HE SON O� 291015008 0 E cn 0z UNDERGROUND M C� DWG. NAME "Z w W a MEMBER UTILITIES W iX�o 5008-PH1-GD.dw of 40 shtsa. GRADING CONSTRUCTION NOTES 0 SEE PAVING PLANS (SHEET 13 - SHEET 22) FOR MATCH LINE SEE SHEET 08 STORM DRAIN CONSTRUCTION. MATCH LINE SEE SHEET 08 © CONSTRUCT 4" THICK SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 2696 WIDTH PER PLAN. 2694.97 2695 269 4 ct 2689.25�26g 24 �- TYP 5 \ FL 2693 1 MAX=2695.90 MIN=2695.40 co N \\ \\ 269 \ DG=2694.40 - 1 0 689\\ \ \� 2 .54 26 1 2693.1 f � I \\ \FL 93 E G 1 a, 2689.44 \ 26 \\ 1 FL 269 ) \ 9p 11 IN, - - - - - - - - N 2693.78 ��9�•�2 ��\ `i\ SW 3 6 N °° BLOCK 2 --- F1 BLOCK 4 2689.70 \ rn 10' - -1- - 2693.74 C" STORMWATER 2693.70 1- SW FL 29 269 I 25 ESMT LP 5' TYP 6 2692S81 \\ 1 2692.3f O MAX=2695.58 MAX=2695.57 I 2693.68 1 I \ EG MIN=2695.08 MIN=2695.07 2693.68 0 TC 2692.86 LU 2692.4t W DG=2694.08 DG=2694.07 TC I SW 1 I r�EG 1 2 - 10' �� 2692.5f� STORMWATER `Q I I EGi2692.8f I 1 r- EG W I TYP 5 ESMT I I I _2690.64 U) - - - - - - I - - - - - - - cn I I o' FL W I I 2690.67: z 2693.80 C*4 rn 2694 FL; 2695 ° N' ' I 1 Plans Are Accepted For Public rn 5' II o 5 Street Construction S/W 33' I S/W I j By stamping and signing the improvement plans, the Registered 28 I I Engineer ensures the District that the plans conform to all District 26 B/C I I I i I policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance MAX=2695.58 MAX=2695.57 2 i APN# of the improvement plans by the District does not relieve the MIN=2695.08 MIN=2695.07 N 47' I Registered Engineer of these responsibilities. DG=2694.08 I DG=2694.07 HasEBiB - MAX=2695.61 S1128449082 II I R/W I I MIN=2695.11 I 2690.93 BY DATE: j I j l DG=2694.11 I I I I ADA COUNTY HIGHWAY DISTRICT FL (NOT A PART) 2693.0± N N EG I LID - - - - I LOT GRADING LEGEND 27 N N 1 I MIN MIN TOP OF STEM WALL ELEVATION TYP 5 2693.86 / \ 'n N ' MAX MAX TOP OF STEM WALL ELEVATION - - - - - - - - - - - o - - - - - - i f DG ROUGH GRADING DESIGN GRADE EG 2694.03 2694.33 I 00 121"W- 12" 1299... i 12" 12" BO 8"W 899W 0. B 2693.87 I rn 4Q% - LP I - 2694 - 3:0.40%_ - - I N E. GRA YSON DR. pro m- -d- ; I 2691.22 I I = 2694.32 6g4S 8>>S I O 8"S -8"S �>>S C4 1 2693.1fCL 0 1 2 I I EG W 2693.91wC _ i SHELBUR E Q 2 . SOUTH 8__- N L°DW `w W o 2693.86 2693.99 c) N �a �a TC � I c E; 21 3 Z I 2695 I I i i 11 00 I I a3w I I I I II II 6) KEY MA P -.roJ :2 cn aFY LLJ N.T.S.0� z rnw� H � I c9 Q C) r (n O-) 1 N vi I o J I `° I I I rnEz N Wm a = I I 269 I I I I LO i i NOTE: Joao Cfl I rn I I 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA Q F O I I I I I N 1 I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Z = x a.§ I N I 2691.57 t W I i i I FL LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A z I 2693.4f RAMP. co0N= W 2 3 4 5 6 7 I i i EG 2. REFER TO SHEET 03 OF THESE PLANS FOR W row' HORIZONTAL CONTROL LINE AND CURVE DATA. -0. (n MAX=2696.12 MAX=2695.92 MAX=2695.92 as MAX=2696.00 MAX=2696.23 MAX=2696.47 II i i i 3. FG CONTOURS ARE SHOWN FOR MINIMUM PAD GRADE. U' 43).0aZ W MIN=2695.62 I MIN=2695.42 I MIN=2695.42 I ee MIN=2695.50 I MIN=2695.73 MIN=2695.97 I 1 a I ,U W DG=2694.62 DG=2694.42 DG=2694.42 DG=2694.50 DG=2694.73 I DG=2694.97 CO Cn I I I I I I ; N W Xa� W 6, 1 , I m o En c9 I I 1 1 z >zZ z �' I 1 i i o �COz< J I ; I I z �X'= U I I N i I OGRAPH0IC S�AOLE IN FEE 40 NORTH I O m a In Q I L----- J ----- BLOCK 1 269 I I ' ' E o�Y �---- - � I I I + 3 I I I I 2691.87 a o LIMITS OF DISTURBANCE I 1 I FL 0 ��m I o Q. o -� --- J I i i l l 2693.9t z U `" a �` I HO EBIB I I I EG o i�zQ o L_J I I SHELBURNE SOUTH - PHASE 1 N a -Q N <Z 2694.13 I - - - - 1 i W 3 Naz FL 2695 - I , GRADING PLAN o zo ,� I I - I Gea - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - 2-69 5 n ) I I; a- - - - - - - -269 MERIDIAN, ID L - - - - - - -=o� 269 - - - - - - _ co LF)W¢ \ o i 2693.11 x z rn ao 00 - - -rn / 1 ■ o Qa - - - - - - - - - - - - - - - - - - - - - I FL ))) Horn oz� TYP - - - - - - - - - - - - - - - - - - I i II'Yl w- -2695- - - - - - - - - - - - - - - 1 I 5 z rnpw� o'r o I I z 04Lr)00 - - - - - - - - - - O - - - - - I I I m x z~ - - - - - I I © 2020 KIMLEY-HORN AND ASSOCIATES, INC. .5-oa3 c, N�Z ---- ------------ _____ ____________ 2696- 950 Bannock Street, Suite 1100 w - --- xo w� -- -- - --------- ------------ -------- - -_ _ �� _ _ _ _ Boise, Idaho 83702 208 297 2885 a a o ---- - - - - - =2695-�.� ----- - - --- -2694 - -- - �-- - - - - DESIGNED DRAWN CHECKED -�---- EG SIGN RAW HECKE ' ucr - ucr - - - - - -OGi-- - - - Gr - - - - ucr - - - - ucr - - - - - ucr - - - - ucr - - - - ucr - - - - - ucr - - - - - ucr - - - - - ucr - - - - - ucr - a x NF'F - - - - GAS - GAS - - - - - - - - - GAS 2695- - - r - - S\ONAL ITC ITC TRB N t-H 2696.15 - G - - - - ^As - - - - - - GAS - - - - - GAS - - - - - GAS - 2696.29 - - GAS GAS - o P P 2696.28 2696.27 M 2696.29 2696.36 696 3 FF�' c�ti SCALE H 1"=20' o ---------- ------2696---- E�3 W P P -------- --------------P----------P------- 2 4 -- -- i Q�� o �F� " ' ----------------------------- i x W Z ------- ----------------------------------- P---- / SCALE (V): 1 =2 W ------- ----------------------------------------------------- Icr,�A„A,I,aesbebw E DATE: SHEET NO. oEWW W SEE SHEET 40 FOR I w �� GRAVITY IRRIGATION o I Call before youalg. 76 1 0 g 31 2020 __o�� - - LINE CONSTRUCTION. I C NLADVANCE BEFORL 2 BUSINESS DA E 6' `t PROJECT NO. o s Ln_ E. AMITY ROAD - - - z u7 w ne YOU DIG,GRADE,OR C N 7 x D M I EXCAVATE FOR THE MARKING OFQ 291015008 w E(AoZ ' UNDERGROUND �N Mc�O DWG. NAME a W v7¢ MEMBER UTILITIES w iX�o 5008-PH1-GD.dw 10f 40 shts a cy 9589 LO N s0 ' \ �T7 MATCH LINE SEE SHEET 10 Ciy p Q 2694.77 Al 2701.02 2686.89, �09 \ W 2700.38 2700.87 �. I 1 19 TYP 5 ��'✓ 0) ��' Ip/ ��N 1 / / 8.. BO 9 MAX=2695.76 / / \�� `N \ ti / / -�� MAX_2702.97 MIN=2695.26 100' - 1.60% N MIN 2702.47 26 - DG=2701.47 2703.7t DG=2694.26 / 4 �� 2689.SW 2,\ \ 9856 O I „S ( 4 100' EG �C 2690.09 26 I 2702- 20 / 2700.38 2700.72 MAX=2697.20 2690.05 - - - - SW 26 �• / MIN=2696.70 / �\ 89 DG=2695.70 4 100 1 2690.15SW o �1pp O \ 2687.24 \ 269 \ `•2690 / \ 0) I o� - I 8 O`�� ` ---- -- FL �\ O \ TW=2697.20 N� N N --- _ \ / BW=2695.26 21 ° 00 0 - MAX=2701.97 2690.27 I SW� 2687.40 ��`b MAX=2699.10 / o DG 2700.47 1 MIN=2698.60 2702.7f 69 9 DG=2697.60 \ I c� 4 10 500' 1 EG 2690.35 �� \� � � � \ 3 ,\ �SW \\ 4 101' I 0 rn 2701 - - - - - - BLOCK 4. 2690 5'1 \ 26 TW=2699.10 22 PHASE LINE 9 BW=2695.70 \ \ � 2 \ MAX=2700.92 MIN_2700.42 2690.67 90 �• ��1/j 2 I 2 DG-2699.42 . 26g1 SW \ ��/� 69�3 688 N I °0 �� 60'_�268s '` I � I 7 �I 23 3 MAX=2700.97 6g _ \ .2692.92 �f�,\ TW=27 0.42 \ 269 DIG=2699.47 5' TYP 6 \ S\\ \\ \ 2 BW=2696.70 ��`.\ I _ 100' 2701 EG LO 4 2693.02 \ \\\ \ 69^ .\`. � \ TW=2700.92 \ I \ I \ 26 \ \ , 3 45 �\ BW=2697.31 I J - - - - - - - - 2700 - \ \ 26 3 4 I W N I TW=2701.71 2692 96 .\ (/) BW=2699.47 2693 2687.88 2 TW=2700.92 rn U) Crj APN# 2694 FL 68 BW=2700.09 °' N 00 BLOCK 2 o S1128449082 I �- 2� 0 3 50' 2695 2694.89 2694.94 \ � \ - N I 06 �� I (NOTA PART) 2696 - - - - - - - SW 2688.10 , SW \ FL M• N 6 � \� MAX=2699.97 \ \ i 2695�� I DG=2698.47 \26 269, 0 6gQ \ �� L�° I 99 2699.1 f 2694.98 5 �� 26 2 �\\ �\ 4 100 EG 8 6 � SW \ O / `L190 97 26 _) (0 I TW=2699.97 I MAX=2696.71 / 26 ` `� 26 i�l 269 BW=2697.97 w wCj MIN=2696.21 6, �� 92 �� \ �\ 96 � 8 Q�Z DG=2695.21 � `� 2\ 5' °� 5' mom r7 / � `% 69 / fro i r LL'Q Q `o \ \ 2688.32 `. 2693 26 S S/W rn S/W 50' �� N / \ 2694.78 FL \ ,v) \��\ \ `�\ 9Q\\ I 3 �6Qo 2696 i ' . \ SW_2692 \2690 ��\ �\ \\� �\\ 5 6 Z o 0)_� N 2691.60 \� \\ \�` N I MAX=2698.47 9) No _0 SW 47" \MIN=2697.97 N o�w 2694.68 �\ RAW DG=2696.97 \ 2697.3f ' SW '2688.53 \ 100'\ EG a� Y z 0 0) �n / FL ��' I (0' r, 4 �6, z Q CD °o� N I 3 Qom' 4. � 2691.70 �\�\� "� \� - - - �e - LO I - - 96' 32 2691.70 � SW rn 3 Q J 4: 1 I �P SW 26\ TW=2698.47 0 �� MAX=2696.42 �� 9� „� \� N N c�a o�o . MIN=2695.92 �0 2691.80 \ 33' BW=2696.97 Q X a� � DG=2694.92 \ P SW TYP U Wir 5 I I '� BBC z 0 0 Q 04 I 5' TYP 6 2693.28 I 6, 3 0 LO On 0_� - - - - - 'SW\ I 4 s /x�Z - - - I (0 2692.97 2694.89 N - o I rw SW SW ` `, MAX=2697.47 2695.1f 2694.41 .10 `� MIN=2696.97 EG a /�w� �� / / 2694 2693 2695.05 DG=2695.97 TW_2697.47 Z -0Q 10 I �� / 2694.76 �Gj_ \� BW=2694.97 0 0D ZQ cv '� STORMWATER n I �°` - - - - - - 2695- SW �`O 2 I94.97 69� a c o'Z LU 4: 1 LU I. I co ` o-W Ln ESMT o o E X wo 33 GRAPHIC SCALE IN FEET W Q MATCH LINE SEE SHEET 07 a I I 0 10 20 40 NORTH'- w MAX=2696.12o � LO a 5 33 5 i� MIN=2695.62 SSW B�C Wo 0, DG=2694.62 a I z o TYP 5 i iNI I GRADING CONSTRUCTION NOTES 0 Z i6 Q)V)� I SHELBURNE SOUTH - PHASE 1 05 o rn 30 O1 GRADING CONTRACTOR TO ROUGH GRADE LOT PER / -W�' Q)-2<o MATCH LINE SEE SHEET 06 I MAX-2695.94 REAR LOT GRADING - TYPE 1 DETAIL ON SHEET 12. =zZ I " ` GRADING PLAN V III N 3 MIN=2695.44 O3 INSTALL KEYSTONE RETAINING WALL PER 09 0 =a III 47 MANUFACTURER RECOMMENDATIONS AND PER NOTES W N DG=2694.44 SHELBURNE o Li �, 0 oo RAW AND SPECS ON SHEET 12. LENGTH, TW, & BW PER 0�� II PLAN. MERIDIAN, ID 1 Z� V2693.94 SOUTH 0 Ldw ® INSTALL KEYSTONE RETAINING WALL WITH HOME PHASE 2 oo°�� I I FOUNDATION PER MANUFACTURER RECOMMENDATIONSCDw� Klom ey >>> Horn o 03 I AND PER NOTES AND SPECS ON SHEET 12. BW Now::)00 ELEVATION TO MATCH LOW PAD MIN FG, TOP OF 07 a �XO� MATCH LINE SEE SHEET 06 WALL ELEVATION TO MATCH HIGH PAD MAX FG. 6 0 .� z� �� I �� >0%0 K I V I I Y- ORN nNl) nSSOC n I: S, I\C. m °V LENGTH PER PLAN. goo 0 Z x�o w� cj ffi �se, Iccno 83702 208 297-i)HH5 00 SEE PAVING PLANS (SHEET 13 - SHEET 22) FOR KEY MAP N i� STORM DRAIN CONSTRUCTION. DESIGNED DRAWN CHECKED w " Plans Are Accepted For Public N.T.S. CL © CONSTRUCT 4" THICK SIDEWALK PER ACHD TONAL ITC ITC TRB al coo) �o Street Construction SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. �� oF�SS EN�� SCALE (H): 1"=20' 0 E�3W NOTE. Q� HIV 0 F� x W0 By stamping and signing the improvement plans, the Registered WIDTH PER PLAN. 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �Wi SCALE (V): 1"=2' it E =Q Engineer ensures the District that the plans conform to all District KrKmwnafsbelow PP VE DATE: SHEET NO. 0 o E ww policies and standards. Variances or waivers must be specifical- STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. 6 1 W y-0 c� Call before you dig. ow ly and previously approved by the District in writing. Acceptance LOT GRADING LEGEND LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A 7 p 8 31 2020 `0 0~w of the improvement plans by the District does not relieve the CALL 2 BUSINESS DAYS J O O w o zo Registered Engineer of these responsibilities. RAMP. IN ADVANCE BEFORE ^ N PROJECT NO. 08 z W0. 9 9 p MIN MIN TOP OF STEM WALL ELEVATION YOU DIG GRADE oR C V 0 " MAX MAX TOP OF STEM WALL ELEVATION 2• REFER TO SHEET 03 OF THESE PLANS FOR EXCAVATE FOR THE 291015008 E 0 00 BY DATE: DG ROUGH GRADING DESIGN GRADE HORIZONTAL CONTROL LINE AND CURVE DATA. UN:ERGROUND ON M C�� DWG. NAME a-L'0 z ADA COUNTY HIGHWAY DISTRICT w a 3. FG CONTOURS ARE SHOWN FOR MINIMUM PAD GRADE. MEMBER UTILITIES W iX 0 5008-PH1-GD.dwq 10f 40 shtsa. <-'00 GRADING CONSTRUCTION NOTES O3 INSTALL KEYSTONE RETAINING WALL PER 2699 MANUFACTURER RECOMMENDATIONS AND PER NOTES AND SPECS ON SHEET 12. LENGTH, TIN, & BIN PER 2698 PLAN. = R`34O r\ �D SEE PAVING PLANS (SHEET 13 - SHEET 22) FOR APN# LIMITS OF O 269 STORM DRAIN CONSTRUCTION. S1128438580 ACCESS DRIVE. R2� DOs 1 ® INSTALL 18" PIPE COLLAR AND CONNECT TO EXISTING 2 2688.9E 2689.1 f 2689.1 f 2693.4E GRAVITY IRRIGATION LINE. MATCH EXISTING INVERT. 0 EG EG (NOT A PART) EG EG EGg4.4f 2693.7E -"96 2695.9t 2696.9E 2698.2E BLOCK 4 2699.3E 2699.0E \2698.7f O9 INSTALL 18" SDR35 PVC PIPE LENGTH AND SLOPE v _ EG EG EG �2696.85 EG EG EG EG PER PLAN. m 2695 10 FG\� 10 CONSTRUCT 14' WIDE GRAVEL ACCESS ROAD. 10" OF _ 3/4" ROAD MIX OR EQUIVALENT, ON STABLE, LL] - - - COMPACTED SUBGRADE PER MERIDIAN STANDARDS. U)LL] 269 V) „ Z � N 2689.37 b 0 cn � -g <� 0 2 8"S 8"S w Q LLJ FG o L`' 69 �6' 8 �' 8 �' 0 0 �''S 269 8 Z N 92 69 6, 2694.71- 6' 0 6' 2696.57 J 97 - FG 9S. Q - 96, - FG Q 2691-1.9 2689 TW=2697.81 3 103' TW=2697.81 2 � � \ �\ \�\ FG 2692.85 BW=2694.34 3 BW=2697.31 FG TW=2697.81 260-1 6g6 O 2685.00 .� \ 0 BW=2697.31FL CY) 2 13 MAX=2697.81 MIN_2697.31 N DG=2696.31 \ FL \ \ 00 NLO 1711.1 N III Cj 2697 0) 3:1 co o 61 85.41 \ \\ 6 \\\ \ oh 26gl FL. \ �o N '� 269 �8• \• \ \ � (n 1 \ u� Q co Q (5) , 26 \ \ 14 sr MAX_2697.41 9 685.65 \�\ � In MIN 2696.91 � \ \\ \\ ^ \ rn DG=2695.91 83 '9j (9 co \ N 01 2694 6 y \ .00 26 \.90 - ?69S / g78 LP93.54 2693.T2 FL S 15 MAX=2696.83 '`o �P` / \ h 26 T70 9 \ . MIN=2696.33 ��`�� / / �� `3G8 DG=2695.33 \ \\ \\ 2693\\ / \ 2693.52 6.12 \�` TC S y FL \\\� \ \ 2693.29 69 Ay'� C, 26S \ \ \ 269 16 . \/I// 2 PHASE LINE Q \�/�. MAX=2696.18 / �9 8• 269 MIN=2695.68 269 ,h �o DG=2694.68 269 \ TYP rn \� .a w a a ,\ 690.,\ .,\ / 17 � 5 FUTURE SHELBURNE FL86 39 \�\`�, \ MAX=2696.06 �a SOUTH PHASE 2 \ \ \ ,y�\\\�\ \\ MIN=2695.56 / /269 2694.77 0 3 z I �' \ \\ \ NOT A PART ; \\ 2689 '�'. DG=2694.56 00_sow I I I \89 \\ �j• / \\ \ \ / IZ \ / 90 18 O �\ \\ 9p �Al a CCi O i I \ \\\ \ / MAN-2695.06 •ZIQ N C)�0 1 1 1 1 2689 \\ \\ / DG=2694.56 � Z D_ m U w I I I \ � / z l tam I I \ . /��, aoa' I I I \ O OC� X~U CO APN# \��\ \`� � a /L 0 0 x W In S 1128438580 >Hz 2689.0f 2688.6E NOT A PART 2688.2E 2688.1 f o .,co z Q EG EG ( ) EG AEG LJJ a C O,z 8 J E o w= 2689.2E - GRAPHIC SCALE IN FEET o.)W EG - - 0 0 10 20 40 NORTH to 1- -2689., � `° O m LU 0XWz ~ Z \ \` \` 0 C 8S UV 0 8S 8S S (n o L�F-a 0 w Lu SHELBURNE SOUTH - PHASE 1ir `z N 26g9� 61 LF�9 Z �, <z 2689.2E © 1.74% J o w �szo EG - GRADING PLAN �Q FUTURE SHELBURNE 2690.03 2689 37 U N 'oo SOUTH PHASE 2 FG FG Q W �� SHELBUR E MERIDIAN, ID s owQ NOT A PART SOUTH 8 o Qa LOT GRADING LEGEND PHASE 2 ■ o O05 im ey ))) o z3 MIN MIN TOP OF STEM WALL ELEVATION o Orn C)W MAX MAX TOP OF STEM WALL ELEVATION z o DG ROUGH GRADING DESIGN GRADE I�6� - x C)z� 2020 KIMLEY-HORN AND ASSOCIATES, INC. _-0a w v Fw 950 Bannock Street, Suite 1100 Z KEY MAP Boise, Idaho 83702 208 297-2885 N aSo0 Plans Are Accepted For Public DESIGNED DRAWN CHECKED L N� Street Construction N.T.S. S�ONAL ITC ITC TRB N ao F-z B stam m and si mn the im rovement Ions, the Re �stered 811 . pF�S �c7�F SCALE (H): 1"=20' o .�Oio Y P 9 9 9 P P g' NOTE: / Q� � D Fri ,> ;=u0 w Engineer ensures the District that the plans conform to all District �9� SCALE (V): 1 =2 w x WZ policies and standards. variances or waivers must be specifical- 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA s �� I and previously approved b the District in writing. Acceptance STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. ICnowwhaYsbelow. E DATE: SHEET N0. o �ww Y P Y PP Y 9 P o w c��o ��before you dig. 6 1 x R. of the improvement plans by the District does not relieve the LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A 7 0 8 31 2020 0 o W Registered Engineer of these responsibilities. CALL 2 BUSINESS DAYS J, O O n o t O za0 RAMP. IN ADVANCE BEFORE ^ N PROJECT N0. 0 7 z X Ma BY DATE: 2. REFER TO SHEET 03 OF THESE PLANS FOR YOU DIG,GRADE,OR l� 0� ADA COUNTY HIGHWAY DISTRICT HORIZONTAL CONTROL LINE AND CURVE DATA. EXCAVATEMARKING OF HE SON M�p0� 291015008 0 Ui inz UNDERGROUND DWG. NAME w Ina 3. FG CONTOURS ARE SHOWN FOR MINIMUM PAD GRADE. MEMBER UTILITIES W ix�o 5008-PH1-GD.dw of 40 shts . GRADING CONSTRUCTION NOTES O1 GRADING CONTRACTOR TO ROUGH GRADE LOT PER REAR LOT GRADING - TYPE 1 DETAIL ON SHEET 12. 2705.11 O2 GRADING CONTRACTOR TO ROUGH GRADE LOT PER FG Cy' REAR LOT GRADING - TYPE 2 DETAIL ON SHEET 12. INSTALL KEYSTONE RETAINING WALL WITH HOME FOUNDATION PER MANUFACTURER RECOMMENDATIONS C, s� AND PER NOTES AND SPECS ON SHEET 12. BW \ �' o�' 2705.04 ELEVATION TO MATCH LOW PAD MIN FG, TOP OF (IV `FG csy WALL ELEVATION TO MATCH HIGH PAD MAX FG. LENGTH PER PLAN. 77 0 SEE PAVING PLANS (SHEET 13 - SHEET 22) FOR STORM DRAIN CONSTRUCTION. 77 7 MATCH LINE SEE SHEET 11 2701.Of �Oy `�;\ ` EG 1 \ MAX=2703.65 / MIN=2703.15 / \ \ 2704.97 Dc=vo2.15 BLOCK 3 ` '\V 2705.0f \ 5 TYP �p /41 / / �jp EG �AIN C, \ S� MAX=2703.85 / \ 2705 .25 2� MIN=2703.35 / O DG=2702.35 �� 'FG� EG �, 2705.3f, \ !i � EG Q 5 loll 2705.5f `\ 2) \ �. 2'06 O \ \S \9 ��, \ / MAX=2704.05 / EG �3 2�0 BLOCK 4 `�\ \ I DG=2702.55 2 \ O� raj G 2700.4f / \ �1 � ,p2p \ \ / / EG �\ \ Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered 2704.65 Engineer ensures the District that the plans conform to all District 2 policies and standards. Variances or waivers must be specifical- 2 1�Q2 4 FG ly and previously approved by the District in writing. Acceptance \ Q7 SO MAX=2704.20 2704.6f \ of the improvement plans by the District does not relieve the 3 / C'� MIN=2703.70 EG \ Registered Engineer of these responsibilities. 2698'EG 2699.9f / MAX=2703.28 / �� DG=2702.70 BY DATE: EG / MIN=2702.78 \ ��q \ ADA COUNTY HIGHWAY DISTRICT DG=2701.78 / \ / 2702.29 HP LOT GRADING LEGEND T MIN MIN MAX MAX TOP OFOP STEM SSTEM WAALL LL ELEVATION \\ 4 \ � I DG ROUGH GRADING DESIGN GRADE \\ 2698.63 / \ / MAX=2703.48 X \ N \\ FL \ MIN=2702.98 \ \ DG=2701.98 2704.3 EG 2699.39 MAX=2704.91 FG \ / MIN=2704.4111 ;, v 2 0 DG=2703.41 /ii�,� \ S 9 I \; 09 \ \ 5 �'� N W / �� . A o MAX=2703.68 Q UZ \ 699 269 h \\\ MIN=2703.18 / o SHELBURNE SOUTH 08 m o� 2 \ \� 9 DG 2702.18 I �v . o I - - - - - - - PHASE 2 w ' Q orQ_ c° 11 / 2699.14 2699 \ Os p pQ o�o MAX=2695.96 / FG 30 �Z MIN=2695.46 �j02 / 12704.6f 11 o =o DG=2694.46 / \ �. 269 \ ,� 2 EG N o�w \ 8 \ a �0�, 6 ° I KEY MAP \\ b` 2 I N.T.S. CO wo / 2 \\ 26 \\./ 2'02 I I MAX=2704.53 I z Q °0r / 10 9� \ \ I MIN=2704.03 1 / BLOCK 4 2698.89 v`- �om \ Sp DG=2703.03 w J MAX=2696.16 / FG \ 9 iv I NOTE: o CO o� MIN=2695.66 /� \ 2 / 1 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 0 a.0 DG=2694.66 cQ r'6, / 26g ,� 2698.64` 07 cn �• I c0 o x U / 99 6,\ �. \ FG 2)O Qo Q o - - - - - 1 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. \ O o 0 o� I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A z N P. 0 CO)= �� / / 2 \ 2699 I N 2 1 2. REFER R TO SHEET 03 OF THESE PLANS FOR �x�� 9 / \ 703 o HORIZONTAL CONTROL LINE AND CURVE DATA. Y Wo? r6 \ J _ _ _ _ �� _ _ 3. FG CONTOURS ARE SHOWN FOR MINIMUM PAD GRADE. o o I � MAX=2696.18 � p \ \ g (�lun2704.W EG a 151, coo Z¢ MIN=2695.68 2697.6E 2701.92w DG-2694.68 o =W m 0 Q z 1 W \\ \ \ I \ f!w 819 in in cO'z / 2 \ o BC < o Zo I / GRAPHIC SCALE IN FEET o o �w 8 E. ARABIAN DR. - 0 10 20 40 NORTH L W J �" FG� 2697.51 E o Y '�/q MAX=2696.38 7 FL SS 8"S-� 8"S- \ -8"S 7 0 0; TC MIN=2695.88 �� r'� o CS X Lo DG=2694.88 / 0 o� y�� o z � / i6V)�z� �S / I 2701.92 SHELBURNE SOUTH - PHASE 1 , z a 0 ° a Q)aa 05 s �,(� / / OO /�/ N 11 2j 4 EG GRADING PLAN o Z Z y 7 0 0 2704.5f v�_ ��9 MAX=2697.34 / N �N BLOCK 2Li moo= MIN=2696.84 C14o _ _ _ _ _ SOUTHPARK MERIDIAN ID o WQ 4 110 DG=2695.84 ( cn I SUBDIVISION a 0o n w o0 N 0 Ofa� / I APN# �0U)3 /h°�o N 1 S1128449800 Kiom ey >>> Horn o N Ln o� / ° (NOTA PART) W a� \ \ >0%0 K I V I YORN nNl) nSSOC n I: S. AC. m V) o U V) N� I 10 �� `,0 c�irock y.rcc., �ai�c 1"00 0 Ira,, z o'� �� I cse, Iccno 83702 208 297-i 8`� N o 00 / �� I 10 I MAX=2703.53 �I DESIGNED DRAWN CHECKED a 7' / TYP/ MIN_2703.03 S\ONAL EN ITC ITC TRB I o�0 5 0 DG-2702.03 2704.1 f ' oFFc' c��F SCALE (H): 1"=20' 0 �xwz 0 3w EG �� Q� �Nb � F� SCALE (V): 1"=2' W Ov FL CaII befomyou dig. 8 31 2020 F_ I< 2695.54 Know�esbelow. PP 6 VE DATE: SHEET N0. s `o O ow CALL 2 BUSINESS DAYS f7% �O O w zo MATCH LINE SEE SHEET 07 IN ADVANCE BEFORE N PROJECT N0. 10 0 I x w a YOU DIG,GRADE,OR C 9 � x D EXCAVATE X MARKING OF HE SON O� 291015008 0 E c�z UNDERGROUND M C� DWG. NAME a w W a MEMBER UTILITIES w iX�o 5008-PH1-GD.dw of 40 shtsa. r \ I ; SHELBURNE EAST \ I ' SUBDIVISION APN# \ (NOT A PART) S1128428212 \ (NOT A PART) 2704.2E \ 2703.59 2704.2t PIRR FG ME _ _ - ME i \ �\ 2704.6f- - -� - - - 2703.8E 2703.4E 2703.9E 2704.2t 2704.8f\� `.\ �`�\ 2703.64 EG EG EG EG EG � � � � � 2704.1 f 2704.7E 2704.3E 2704.4E 2705.1 f 2703.5t EG- GI R GIRF. FG r------- -------, � EG EG EG EG EG EG 2703.6E 2704 - ` EG 0° 2703 2704.19 `. \ 2704.27 13 / HP N / ` FG\\\� \\� \\�` 2702 _ _ 2702 os� 2704.3f�� \ _ - - - - - - - - - - - APN# - - - - - - - - - - - - - - 2703.2t 'O \\ \� - - - - - - - - 5 � \F ` � EG ` \ .,\ , \ \ \ - - - - - - S1128438410 - - - - EG 2702.4E � � � � \ 6 (NOTA PART) -2701.90 BLOCK 8 �\ \ -12 2704.5E MAX=2704.25 / EG 2701.96 \ = 2 ` �� 0 I 2) MIN 2703.75 \ >O \ O FG 7 I O \ DG=2702.75 . 2 O \ I �� 2�p 2702.3E 2702.40 2702.15 FG FG 2703.8E 2703.4E EG 2) / \\ ��02 �� 2702.15 \ I I EG 8 \ FG 2703� 2704.EG 2j / O MAX=2703.52 � ` MIN=2703.02 DG=2702.02 2704.FG 2702.34 A Al BLOCK 3 F 2702.5E FG \ 7 I 2703.0± S \\ o ) \ EG EP 2704.9t EG,\\ I I 2703.6E �S MAX=2703.21 \�`- \ I EG MIN=2702.71 / 2704.79 \ 2702 / DG=2701.71 / FG 2703.0E \ EG I I I ^0 2702.4E \\ N EG S \ 2702.94 '-`FG \ \ I I 2705.2E 2701.07 / `�c EG TC TYP 9 1 2705.11 2> o � o / �� MAX=2703.21 / �`,\\ >p FG `\\\p,3 2703.2E 2�02 w BLOCK 4 ^ 2701.6E 2701.09 �� y�Q` MIN=2702.71 A o� N EG \ LP // / �� DG=2701.71 / 2703.5E / O EG w w 2705.0t QWZ ��O O EG mow / / `� `� `,2 `� `� 11 2703 APN# 01 o \ \ \ �7wo Q O OSEBIB p S 1128449300 �Z \ \a =8 Al EG03.4f (NOT A PART) �oQo 9 - I Q 2700.7E \ MAX 2703.45 o°'=z EG \ / MIN=2702.95 oo or`` 2701.07 DG=2701.95 �`�� N r TC \� �/ / ` Y '9�C ��/ 2704.EG \ i �V)wo y Z in �` p \\ �� 2703.7E a 0 J EG 0 o w= s A�. z a 3 y �` a '0MATCH LINE SEE SHEET 10 o°0aJ Q = 0��2 `�' W O2V) v /x~CJ Y z N 0 O I }W ------ ---J J a-O Z Q / 2 /0OO W X W W 0 Q Z 'Ldz I Iin 0D Z Q E�wo I GRAPHIC SCALE IN FEET O GRADING CONSTRUCTION NOTES 0 10 20 40 NORTH >-s} 2698.52 2697.98 2698.10 2697.44 a� 2696.87 `° E o�Y EG EG EG EG EG O1 GRADING CONTRACTOR TO ROUGH GRADE LOT PER 0 0 CS o Zm _ -� - - - 2g97 - - REAR LOT GRADING - TYPE 1 DETAIL ON SHEET 12. z � 2698.94 �� EG96 83 O �5 SEE PAVING PLANS (SHEET 13 - SHEET 22) FOR SHELBURNE SOUTH - PHASE 1 0)zQ EG BEGIN DITCH - - �TYP 5 2696 STORM DRAIN CONSTRUCTION. //%/ ��,: 05 o Za - END DITCH W �, �Qo - - - - - - - - - - - _ - - - _ - - - - - - - - - - - - . - - W O7 FUTURE AMENITIES PER LANDSCAPE PLAN. Ld �=Q ( - - - - - - - - - - - - - - - - - - - - ) O9 10 GRADING PLAN �0 -2697 Z G =N - - - - - - - - - - - - - - `n - - - _2696 LI 2698- --- `�o8,= 2699.66 2699.69 �- 2699 25 2698.81 T-2697 2698 37- I LU SHELBURNE 08 MERIDIAN, ID Q LOT GRADING LEGEND SOUTH oLn�w SW _ SW _ _" -- SW SW---- 2698 _ SW - PHASE 2 K" m D o ao F o L1J MIN MIN TOP OF STEM WALL ELEVATION > 8 3D co Z3 _____� Z MAX MAX TOP OF STEM WALL ELEVATION I a Horn Z oaoz O Fn� ------- J DG ROUGH GRADING DESIGN GRADE o w: T x z� - - - �� - - - - - - F/T 0%0 KIVI I Y-. ORN AN1) ASSOC A I: S I F66I1U ~ UGi -OU - - - UGT - UGT � - UGT - - ` UGT UGT - - - - - UGT - ��0 n O �-- - - - - - �� c��r oak S.rc. j�ai�c 1"0� 0 If A AU - - - - - - - - - _= Plans Are Accepted For Public KEY MAP ��, I�:.:no 83702 208 zg7-� uN s DESIGNED DRAWN CHECKED w =�Uj -_- - =G - \ - - CAS - - �_�\ -i / �� -M -2700.25 - - - �� 2699.51 �- 2699.52 - - - - - -----2698.64- ------- ------2698.31- --- 2 fox odo -�---- a N ---- - ---------- ---------- - - --------------------- -- P ---------- - Street Construction N.T.S. W P--------- P ---- P ---- P---------------------- x _= SEE SHEET 40 FOR S\ONAL EN ITC ITC TRB V) o 00~~ By stamping and signing the improvement plans, the Registered �S Gj Z I o=o W GRAVITY IRRIGATION Engineer ensures the District that the plans conform to all District of �ys� �F SCALE (H): 1 =20 0 �okW g p NOTE: i� Q� � V I F� x�� - - - _ LINE CONSTRUCTION. - - - - - - policies and standards. variances or waivers must be specifical- 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �� SCALE (V): 1"=2' W =a ly and previously approved by the District in writing. Acceptance s �� Know RP VE DATE: SHEET NO. o W W of the improvement plans by the District does not relieve the STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. 6 1 E. AMITY ROAD Call before you dig. E 00 ow F Registered Engineer of these responsibilities. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A 7 0 8 31 2020 `o�O w CALL 2 BUSINESS DAYS 0 0 w z0 BY DATE: RAMP. IN ADVANCE BEFORE ^ N PROJECT NO. z I Ln W 0,,- YOU DIG,GRADE,OR C x Mo ADA COUNTY HIGHWAY DISTRICT 2. REFER TO SHEET 03 OF THESE PLANS FOR _� HORIZONTAL CONTROL LINE AND CURVE DATA. EXCAVATE l �of HE SON MC'o 291015008 0 L'Oz UNDERGROUND DWG. NAME a LY w Q 3. FG CONTOURS ARE SHOWN FOR MINIMUM PAD GRADE. MEMBER UTILITIES W ix�0 5008-PH1-GD.dw of 40 shts a 0 0 W W LOT LOT LOT v/i v/i TW - - - - -TW PROPERTY LINE 6' VINYL FENCE LOT LINE 6' VINYL FENCE - - - - - - - - - e MAX e MAX 12' MAX 2' I 12' MAX 2' I 2' 3' SLOPING LIMIT PER MIN\FG o \ o MIN\FG PLAN //\\/� //\\ e \// \��\�/ EX. GRADE HIGH DG PER PLAN //\/ \ ° \ \/� DG DG \ \ ° e \ %\\ \\ \/\ DG PER PLAN \//\//\/ /\//\//\//\/� LOW DG PER PLAN �' /\//\/ /\//\//\//\/�\ \ \\ \\\\\\\\\\\\\\\\\\\\ FOOTING PER FOUNDATION FOOTING PER FOUNDATION � // // // // // // // // / PLAN BY OTHERS. PLAN BY 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. LOT LOT KEYSTONE RETAINING WALL NOTES AND SPECIFICATIONS DESIGN SPECIFICATIONS MATERIALS: Z LOT LINE 2015 INTERNATIONAL BUILDING CODE 1. DEFINITIONS: 6' VINYL FENCE 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. 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. 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. HIGH PAD MAX 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. � \ \ HIGH PA�Dy MIN �- _ WALL DETAILS SHEETS FOR MODULAR UNIT DETAILS. STANDARD WEIGHT CONCRETE SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF 8%. / 3. REINFORCED SOIL BACKFILL SHALL MEET THE REQUIREMENTS OF THESE PLANS AND BE APPROVED BY THE 3. FIBERGLASS CONNECTION PINS: LOW PAD MAX o \//\\//\\//\\ \�//\�/\\/\\ GEOTECHNICAL OR REINFORCED ENGINEER. ON-SITE EXCAVATED SOILS MEETING THESE REQUIREMENTS CAN BE UTILIZED a. CONNECTION PINS SUPPLIED BY THE METER THERM MANUFACTURER. ISPTHALIC PLYESTER RESIN-PULTUDED - - - - - - - - - -- - - - - - - - " /\\/\\/\\\\\ ' 4. ALL WALLS SHALL BE DESIGNED WITH THE FOLLOWING PARAMETERS: 4. KEYSTONE KAPSEALT" CONSTRUCTION ADHESIVE: LOW PAD MIN \/\/\/ SWALE PER IRC Plans Are Accepted For Public 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 P b. EMBANKMENT (FOUNDATION SOIL): ,'35°°-0C POFPSF;1201 OC PCF SUPPLIER. Street Construction 5. GEOGRID: a. stamping and signing the improvement plans, the Registered d. ALLOWABLE BEARING PRESSURE= 3000 PSF (DL+LL) 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 5. WALL DRAINAGE SHOULD BE PROVIDED.THE WIDTH OF THE UNIT FILL SHOULD BE AT LEAST 12 INCHES. DESCRIBED WITHIN THE MANUFACTURERS SPECIFICATIONS AND REQUIRED BY THE DESIGN. policies and standards. Variances or waivers must be specifical- � SWALE PER IRC THE UNIT FILL SHOULD EXTEND TO ABOUT ONE FOOT BELOW THE FINISHED GRADES. COLLECTOR 6. BASE LEVELING AND PAD DETAIL: ly and previously approved by the District in writing. Acceptance Q a. MATERIAL SHALL BE UNREINFORCED CONCRETE OR COMPACTED CRUSHED STONE. of the improvement plans by the District does not relieve the = PERFORATED PIPES SHOULD BE DIRECTED THOUGH THE WALL FACE OR TO AN OUTLET. sneer Registered En of these responsibilities. SIDE LOT GRADING DETAIL - RETAINING N.T.S. 6. BASE OF WALL LEVELING PAD SHALL EXTEND BELOW PREVAILING FROST DEPTH (MINIMUM OF 2 FEET 7. UNIT FILL 9 9 P V BELOW FINISHED GRADE). MINIMUM EMBEDMENT OF BLOCK UNITS SHALL BE PER MANUFACTURER'S a. UNIT FILL SHALL CONSIST OF CLEAN 1" MINUS CRUSHED STONE OR CRUSHED GRAVEL MEETING THE BY DATE: w Li FOLLOWING: V)W K REQUIREMENTS. ADA COUNTY HIGHWAY DISTRICT Q SIEVE SIZE % PASSING m oV 7. WALL DESIGNS SHALL BE BASED ON GEOTECHNICAL EVALUATION, SHELBURNE SOUTH, MERIDIAN, ID, `- "a PREPARED BYALLWESTTESTING & ENGINEERING INC. PROJECT NO. 519-082G DATED MARCH 4 2019. 2" 100 V)w0 8. 100%GEOGRID COVERAGE IS REQUIRED FOR ALL MODULAR BLOCK FACED GEOGRID RETAINING WALLS. 3/4" 75-100 o a(n NO. 4 0-10 c� a 9. REFERENCE STANDARDS: NO. 50 0-5 0 0�� a. ASTM 1372 SEGMENTAL RETAINING WALL UNITS LOT GRADING LEGEND a,to b. ASTM D448 SIZES OF AGGREGATE FOR ROAD AND BRIDGE CONSTRUCTION 8. REINFORCED BACKFILL(MINIMUM REQUIREMENTS): oN-cz.�o 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 NN ��= 10. CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS DETAILING THE MODULAR GRADATION MAX MAX TOP OF STEM WALL ELEVATION r SIEVE SIZE % PASSING -C of BLOCK RETAINING WALL DESIGN, INCLUDING, BUT NOT LIMITED TO GEOMETRY, STRAP LENGTHS, STRAP DG ROUGH GRADING DESIGN GRADE I L`Y LOCATIONS,TOP OF WALL ELEVATIONS AND BOTTOM OF WALL ELEVATIONS. 2 100 z o 3/4" 75-100 z 0)_V)w� 11. SMALLER RETAINING WALLS MAY NOT NEED GEOGRID REINFORCED SOIL. REFER TO WALL DESIGN AND - Q a0�0� MANUFACTURER'S REQUIREMENTS. NO. 4 0-10 E�m 12. ALL KEYSTONE BLOCKS SHALL BE INTEGRALLY COLORED. COLOR SHALL BE APPROVED BY OWNER. NO. 50 0-5 a 3 aQ THE MAXIMUM AGGREGATE SIZE SHALL BE LIMITED TO 2" UNLESS FIELD TESTS HAVE BEEN -o�� 13. CONTRACTOR MAY SUBMIT ALTERNATE PRODUCT TO THE ENGINEER FOR APPROVAL. SUBMITTAL SHALL b. PERFORMED TO EVALUATE STRENGTH REDUCTION TO INSTALLATION. NOTE: 0 N 0 0�� INCLUDE PRODUCT DATA AND SHALL BE IN ACCORDANCE WITH NOTE 10 ABOVE. 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA a o�� c. MATERIAL CAN BE SITE EXCAVATED MATERIAL WHEN THE ABOVE REQUIREMENTS ARE MET. STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Z _x�� TESTING AND OBSERVATION NOTES: UNSUITABLE SOILS FOR BACKFILL(HIGH PLASTIC CLAYS OR ORGANIC MATERIALS) SHALL NOT BE USED LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A z L m IN THE REINFORCED SOIL MASS. W 00 wJ d. CONTRACTOR SHALL SUBMIT REINFORCED FILL SAMPLE AND TEST RESULTS TO THE ENGINEER FOR RAMP. 0 0 NQ 1. LETTERS OF CERTIFICATION SHALL BE PROVIDED FOR KEYSTONE RETAINING WALL SYSTEM CONNECTORS 2. REFER TO SHEET 03 OF THESE PLANS FOR } on 0 w n AND THE TENSAR GEOGRIDS INDICATING THE SUPPLIER'S NAME AND ADDRESS, NAME OF PRODUCT,AND APPROVAL PRIOR TO CONSTRUCTION. HORIZONTAL CONTROL LINE AND CURVE DATA. x~Z PRODUCT DESIGNATION MEETING THE REQUIREMENTS OF THE PROJECT DESIGN. AS A MINIMUM,THE Y N �� LETTER OF CERTIFICATION FOR THE GEOGRIDS SHALL INCLUDE: ROLL NUMBERS AND IDENTIFICATION LEVELING PAD NOTES: 3. FG CONTOURS ARE SHOWN FOR MINIMUM PAD GRADE. o 00 J� PROCEDURES,SAMPLING PROCEDURES AND RESULTS OF QUALITY CONTROL TESTS, INCLUDING jo 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 X o) STRENGTH FOR EACH BATCH OF RESIN AND EACH SHIFT'S PRODUCTION USED. PARTICLE SIZE IS 1" (25 MM).THE FOLLOWING ARE OPTIONS: z ° >za 2. SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH 2O15 IBC SECTION 1704.THE F LJ 0 co z< INSPECTORS SHALL VERIFY THE FOLLOWING: OPTIONS: 1. CMB PER SECTION 200-2.4 OF THE 2015 STANDARD SPECIFICATIONS FOR PUBLIC WORKS z a o-� a. MODULAR CONCRETE UNIT DIMENSIONS AND PLACEMENT, INCLUDING ALIGNMENT AND CONSTRUCTION. o I X Q= INCLINATION. 2. 3000± PSI (14 rnPa) NON-REINFORCED CONCRETE LEVELING PAD (6"THICK). '� >Z W r NOTE: DO NOT USE PEA ROCK OR ROUNDED AGGREGATE FOR BASE LEVELING PAD. to o -w J b. KEYSTONE UNIT IDENTIFICATION COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE z °-co V)M 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 E 0 o Y a jo r c. FOUNDATION PREPARATION. STANDARDS TO DETERMINE%OF MAXIMUM SOIL DENSITY). CRUSHED STONE SHOULD BE COMPACTED TO o X wzz m p d. GEOGRID REINFORCEMENT TYPE (MANUFACTURER AND MODEL NUMBER)AND PLACEMENT. YIELD (IF PROCTOR TESTING CANNOT BE PERFORMED ON CRUSHED STONE MATERIALS). z �� e. BACKFILL PLACEMENT AND COMPACTION (IBC TABLE 1705.6) o a°)V)a f. DRAINAGE PROVISIONS. COMPACTTHE LEVELING PAD TO A LEVEL CONDITION. CHECK FOR ACCURACY USING A LEVEL/TRANSIT OR HAND SHELBURNE SOUTH - PHASE 1 Of (V Zo LEVEL. USE SAND OR FINE GRANULAR MATERIAL FOR MINOR ADJUSTMENTS.WHEN CONCRETE N a V) 'Qo (NON-REINFORCED) LEVELING PAD IS BEING USED, SET BATTER BOARDS, POUR CONCRETE AND SCREED LEVEL. Ir �zQ GRADING DETAILS & WALL NOTES = :3 V wo WHEN BUILDING ON A LEVEL GRADE CONDITION,THE LEVELING PAD IS PLACED FOR THE FULL LENGTH OF THE o wN WALL BEFORE KEYSTONE UNITS ARE INSTALLED FOR EACH LENGTH OF A STEP IN GRADE. BEGINNING AT THE Li � o LOWEST ELEVATION, PLACE AND COMPACT THE LEVELING PAD MATERIAL. NEXT, INSTALL THE FIRST COURSE OF a o�= KEYSTONE UNITS.AFTER LEVELING AND ALIGNMENT OF THESE UNITS ARE COMPLETE, PLACE AND COMPACT MERIDIAN, ID a o``'ia THE LEVELING PAD FOR THE NEXT STEP IN GRADE. WHILE DOING SO, PLACE THE SAME MATERIAL AROUND THE 0 x�w UNITS CLOSEST TO THE STEP IN GRADE TO STABILIZE THEIR POSITION.THE TOP OF THE LAST KEYSTONE UNIT o N BECOMES THE GRADE LEVEL FOR THE TOP OF THE LEVELING PAD.THIS UNIT RETAINS THE LEVELING PAD Kiom ey >>> Horn o co MATERIAL FOR THE NEXT STEP IN GRADE. O NOWD z NLn0O /"z~ CONSTRUCTION NOTES: © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m >�Q� CO Vz 950 Bannock Street, Suite 1100 O x o w� REFER TO GRADING PLANS FOR WALL LAYOUT AND MINIMUM HEIGHT OF ALL WALLS. WALL ELEVATIONS Boise, Idaho 83702 208 297-2885 0 oo REPRESENT MINIMUM WALL REQUIREMENTS. CONTRACTOR CAN ADJUST FOOTING STEP LOCATIONS AND DESIGNED DRAWN CHECKED X w� NUMBER OF FOOTING STEPS PROVIDED MINIMUM EMBEDMENT DEPTH REQUIRED IS MAINTAINED. ITC ITC TRB CL �-�� CONSTRUCT WALL IN ACCORDANCE WITH THE KEYSTONE CONSTRUCTION MANUAL AND THE FHWA DESIGN SS�ONAL ENG N _I0=z AND CONSTRUCTION OF MECHANICALLY STABILIZED EARTH WALLS AND REINFORCED SLOPES (PUBLICATION 1 ' 0�� /�F SCALE (H): 1"=20' o E 3� NO. FHWA-NH-10-024). �� Q� __\1 " � F� SCALE (V): 1"=2' E "w Z REINFORCED SOIL BACKFILL SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90% PER ASTM s o E J �,�rsbelow E DATE: SHEET NO. a �w D 1557 AND AT A MOISTURE CONTENT OF±0 TO 2 PERCENTAGE POINTS ABOVE OPTIMUM. Call before you dig. �6 1 = 0 0 o w CALL 2 BUSINESS DAYS 00 J 7 Oo CZ) 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. o I x Ld Of YOU DIG,GRADE,OR x g 12 EXCAVATE FOR THE �MARKING OF 0 0� 291015008 0 Lei z UNDERGROUND as w a MEMBER UTILITIES a. M c DWG. NAME j��o 5008-PH1-GD.dw of 40 shtsa. 2 I I I I I PAVING CONSTRUCTION NOTES CONSTRUCT 2.5" AC ON 4" ABC PER SOILS REPORT I I CB413 PREPARED BY ALLWEST, DATED MARCH 4, 2019. I BLOCK 5 STA: 12+79.54 SP4 BLOCK 4 O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD OFF: 15.25LT 17 I 18 I I I I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. FG: 2693.56 RIM: 2693.19 N J -O N -1 00 - I I INV IN: 2689.03 I DIM: 9 X133 I I I I O CONSTRUCT 5, DETACHED SIDEWALK PER ACHD i o M m ri o 4 I U1 DEPTH: 9 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. J I o+ + vi I 36 VOL: 4660CF 34 33 32 31 5O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE 5 N (0N N J 0 TOG: 2692.06 0 WARNING FOR PEDESTRAIN ACCESS PER ISPWC STD \v n 0 BOG: 2683.064 9 1 26 oC° IODWGS SD-712 & SD-712C, TYPE "C3".U N wU o Cf) .56 0 dr -j MAX GW: 2680.06 c° CONSTRUCT PEDESTRAIN RAMP WITH DE TECTAB LE N o0 om WARNING FOR PEDESTRAIN ACCESS PER ACHDIR: 3IN/HRN + coU � U N cv SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-71 LLJ 2 &BCR n - - - - - - - Q SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. STA: 10+25.27 - 22 22 22 �,, 22 19 25 3 8 o OFF: 54.64 LT 6 _ U) O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD TC: 2696.26 I, Cn 24 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. II = 00 \ SEE SHEET 40 FOR II 0 oeevwvov o0 9 CONSTRUCT 6 VERTICAL CURB AND GUTTER PER GRAVITY IRRIGATION ; 2 I 00 T- 0 - - - - - - - ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG LINE. j �, S. AMORITA AVE. s9s W �, v --- sD-701. ---- ---- - - - - - - - - - - - - - - - - - - - ^ N m I W W �' - / 10 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL LU _ \ �69 = 2 I 6g� CURB AND GUTTER TRANSITION PER MODIFIED ISPWC 04 6 0 (n 2 STD DWG SD-707. SEE SHEET 23 FOR MODIFIED W 8S W � S 8S 8S DETAIL. + _ I W +0 W U I 13+00 14+00 W I - - 0 - - \ - -� \ - (n �� \ - 11 CONSTRCUT 4' WIDE VALLEY GUTTER PER ACHD dx 00 4 SC, W U W °� I 20 31 LF \ SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. Q e z 0.50� S. AMORI TA PL. I W o p I „` /C o z I _ 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST W I' I z ``� �' N 01 J 12 J 8 W -8 8 VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION �' STD DWG SD-604A. INSTALL TYPE III GRATE PER N m 0� C) - O `� ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG m ➢ I Q 0O0 Q - - - - - - 4 - - - �� CUL-DE-SAC + � 18 SAND AND GREASE TRAP AND SEEPAGE BED PER Q - N �" 269 � � O THE LATEST VERSION OF THE ACHD STORMWATER ao \ CB4A CROWNLINE � 0 rn II J / STA: 12+79.54 N \ - 23 DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. BCR I / m O � N 0 ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL STA: 10+24.74 °°°' - - - - - - - Imo? �- 23 17 OFF: 15.25RT 1 3 g o . o ON SHEET 23 FOR ADDITIONAL INFORMATION. ° RIM: 2693.19 0 0 a) OFF: 54.36'RT . I 000 INV OUT: 2689.19 I + 6 0 25 \ 19 CONSTRUCT OBSERVATION WELLS PER THE LATEST TC: 2696.34 ;n � 0 r N I VERSION OF THE ACHD SUPPLEMENTAL I . Un I M 0 0 I I ,� o FZ G N H /. + Lq 4 Q � g I °' SPECIFICATIONS STD DWG SD-627. INTERNAL WELL 5 2 4 9 26 0 r- � 0`0 � �' � � � o I � 000 LO � SHALL BE INSTALLED 5' FROM THE END AND EDGE 1 m N + N - O O � OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A + oro � O + o� I 0D -x x w o 2$ 2g MINIMUM 20' FROM THE PERIMETER OF THE BED. 1 - O N N BLOCK 1 - - 0 - - 30 wo PLACE THE WELL IN THE SIDEWALK FOR PROTECTION _ � � - - - - - - _ wo ~_ I` I I o,`'� WHEN AVAILABLE. w cn o ~ N I I I I `tip 21 INSTALL STORM DRAIN MANHOLE PER ACHD Q I a- r, Q!� SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. 9 M o0 a �' \ 22 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS I I _ _ BLOCK 4 + 0 N 2 6. � M ,• 9 � � �� (SHEET 26 SHEET 38). I I Q 6 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 2 269 I I I 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 26 CONSTRUCT 6" VERTICAL CURB (NO GUTTER) PER ISPWC STD DWG SD-701 A. STAKING TABLE STAKING POINT STA TC 16 OFF G Al O11+40.00 2695.93 01 4.50,RT 2695.43 1 2 11+40.00 2695.93 EFL B RNE Li -4.50,LT 2695.43 SOUTH Q� JA PHASE 2 a_w(j 11+44.50 2695,95 I Z 0 0.00, 2695.45 19 ow 0 W wr 0 1 Q 04 10+50,LT 2696.35 � 2696. 5 00wo d N 6 d< -wV) o't1� 10+62.00 2696.87 N o= 4.50,RT 2696.37 KEY MAP 06 10+57.50 2696.93 N.T.S. r 0.00, 2696.43 0w � J Q (o'Y U 3 Plans Are Accepted For Public w z Street Construction o I o By stamping and signing the improvement plans, the Registered a 0_ E 0 o Engineer ensures the District that the plans conform to all District o policies and standards. Variances or waivers must be specifical- z =o 3 ly and previously approved by the District in writing. Acceptance z o m of the improvement plans b the District does not relieve the 0 P P Y o 00 o X a Registered Engineer of these responsibilities. _ a= 2700 2700 BY DATE: /L z ADA COUNTY HIGHWAY DISTRICT a) 0-O o p00 w V)Xo� J O O m O o °za (� NO 00 + � + - z �vL + C NN Q 0rn O 0 w O z E wo 0 0 00 _ � O 0 GRAPHIC SCALE IN FEET rn + aN QN or, zr- N o LL- 0 0 10 20 40 = o �w �_ 0 o rn m � 00 P OP. GRADE L J a' o o a to N� + + 4 z 0 0 Un °� � `V QN c� cn � c� cnm A � LO _ � O o O 0 00 0 ; m 0 Zo O C/7 ON O z0 o o m 2696 Q o V +0.40% m CO Q < N ai r� 0 00 � J + No 0 2696 wI n w Q + 00 � � � ZD z +1.95% � U ) L ± � - N0 + `� + N + w I rn z Q _2\0% N _1 50% " r `� ° m N SHELBURNE SOUTH - PHASE 1 Of wz o�o %XF-F O N � � � Q N ( H O O O O OMz< O H ' cfl QQN r � O QN 0 a_ ��z a \ m � N z V7 d m � N � (n � + Q N U H .. 0 a o \ EX. GRADE �2 66 o Un a- CD Un CL m N 0 N � m Un m c0OQa ��/ \ AT 2. J QN PAVING PLAN & PROFILE a Z �o +0.60� _ �Xw� \ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - +z.00 oog m +0.60� o Ewa \ - - - _ 0 Una � ,=N ` - - - - - - - - _1.40q I oz� 18" GIR - - - - - - - - - - - - - - - - - - - - - - - - MERIDIAN, ID a COX INV: 269 .42 - - - - - - - - - - - - - - - o o�Dew - - - - _ -��Fn� - - - - - - - Kiom ey >>> Horn �� 2692 2692 z rnow� r7 0 N Ln 00 Q az © 2020 KIMLEY-HORN AND ASSOCIATES, INC. a: �� 0 950 Bannock Street, Suite 1100 Ico a-i, z =o�� Boise, Idaho 83702 208 297-2885 0 iLn X ZO 00 DESIGNED DRAWN CHECKED00 CL W X TR B N a�w� 12 SD ' S50NAL EN ITC ITC z ��yy s 03o INV: 9.11 �� Q�� V r�/��F� SCALE (V): �"=2o O iXo � o E=a Know whars below. E DATE: SHEET NO. W J Call before you dig. 16 1 F 0 0 F-W0 w 2688 268$ CALL 2 BUSINESS DAYS J 7 p� CZ) $ 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT NO. z I n w Of YOU DIG,GRADE,OR I X 13 10+00 11+00 12+00 13+00 14+00 15+00 EXCAVATE FOR THE �MARKING OF 0 0� 291015008 0 -1 zEI- UNDERGROUND as w I a MEMBER UTILITIES(TIES T w M c DWG. NAME ;%xx1-0 5008-PH1-PV-NS.dw lof 4� shts a. PAVING CONSTRUCTION NOTES I / O CONSTRUCT 2.5" AC ON 4" ABC PER SOILS REPORT rn V / // I PREPARED BY ALLWEST, DATED MARCH 4, 2019. N CO / / / o� > ® C63A N N / / // / N(0 �� O CONSTRUCT 5 ATTACHED SIDEWALK PER ACHD ® SP3.1 18 STA: 11+23.36 N / / / �/ �( �o h SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. FG: 2693.75 I °� / °� co 5O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE DIM: 9'X64' 17 OFF: 15.17LT 1 �� / / / �o `V � rn � ---- -° I I RIM: 2693.40 / / / (0 o _ WARNING FOR PEDESTRAIN ACCESS PER ISPWC STD ----- -- DEPTH: 25 INV OUT: 2689.40 I /� / / oo DWGS SD-712 & SD-712C, TYPE "C3". VOL: 2246CF 24 BLOCK 4 /�� / (0 / `� 00 TOG: 2692.25 ° /`V / �' / 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE BOG: 2683.25 o / co°� / �b� / "' WARNING FOR PEDESTRAIN ACCESS PER ACHD _ (0 � BOS: 2681.75 �'' + `q / `IVC / ,1�0 / 0) 0 00 _j o SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & J `O ~ C° / �' / t0 m r o o SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. MAX GW: 2680.25 1 Q r I ��0 / / N Z� Ln O p+ (6rn IR: 31N/HR g � � 1 I \ // / �+ cfl N 7O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH N o cn o 1 / r DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER o v v 19 22 22 � 7 1 / 3 8 o ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS w cn o cn \ SD-712 & SD-712G. ;n _ �� vi \ O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 0-) I C SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. o o CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG 2 Uj SD-701. I I (n 10 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL O 8"S W 8"S S 1 8"S 1 8"S 181, -8"S 1 �` 8" 81, W O $$S CURB AND GUTTER TRANSITION PER MODIFIED ISPWC J I 1 +00 I _ I _ 12+00 I 13 00 1 1�40:0: W STD DWG SD-707. SEE SHEET 23 FOR MODIFIED m - 4-- - I - - I M � - - - 7 � - CD DETAIL. LLj I 6g� I I °° I I ftf �� I 'P69 S. SELATIR WAY Z I o 11 CONSTRCUT 4' WIDE VALLEY GUTTER PER ACHD Z 11 „W 2 I �I 112,> 95 LF 28 12�95 1 1" 6' 2"W I " 1 "6i`99 12" J 112°° SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. J I2 I © -0.51% I 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST 0 2"-- (=j o VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION 00 - = ,� STD DWG SD-604A. INSTALL TYPE III GRATE PER Lo STA: 12336 - U L 2696 269� 18 SAND AND GREASE TRAP AND SEEPAGE BED PER 1+ . rN 17 OFF: 11+ 3 7 \ THE LATEST VERSION OF THE ACHD STORMWATER C� 1 19 22 22 22 1 23 w RIM: 2693.44 `0 19 1 I 1 I 3 8 I 2699 2700 2701� DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. p N I_ 7 / ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL Q INV IN: 2689.40 Q I 1 0 rn o 3: = / / I ON SHEET 23 FOR ADDITIONAL INFORMATION. N W w 18 SP3.2 ± c8 // / 19 CONSTRUCT OBSERVATION WELLS PER THE LATEST o FG: 2693.75 . / _ '/ VERSION OF THE ACHD SUPPLEMENTAL W w cn o � cn N DIM: 9'X62.5' � / o / /o / I � S DIM: 9 X72.5 o��co/ %�o� / SPECIFICATIONS STD DWG SD-627. INTERNAL WELL 0) ' ' � o / °� SHALL BE INSTALLED 5' FROM THE END AND EDGE 00 `" DEPTH: o` C' / / o� / OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A 2 3 / Co / BLOCK 2 1 4 5 6 7 8 9 � VOL: 4888CF MINIMUM 20' FROM THE PERIMETER OF THE BED. TOG: 2692.25 // �coC' I I PLACE THE WELL IN THE SIDEWALK FOR PROTECTION BOG: 2683.25 / / / / WHEN AVAILABLE. BOS: 2681.75 / I 21 INSTALL STORM DRAIN MANHOLE PER ACHD MAX GW: 2680.25 / SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. IR: 31N/HR / / / / 0-) I 22 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS (SHEET 26 - SHEET 38). 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 26 CONSTRUCT 6" VERTICAL CURB (NO GUTTER) PER ISPWC STD DWG SD-701 A. 28 INSTALL 18" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 16 Li 2704 2704 1 2 QV _ 11 L U Cj z EI- LBURNE Iwo� 00 SOUTH c)m z PHAS 2 a_(n J + p ° a_(n a ao _U 0 19 N I__�z � a oo=' Q 3 � N 0 1 i :2 C/) a_ w 0) o J co Y� Q O 2700 2700 Z KEY MAP U °,Li 04 PROP. GRADE N.T.S. �! o� rn AT z �zm ° � +2 00% /// Plans Are Accepted For Public 0 > r / / Street Construction a0 80' cq QN z C a m ~ / / By stamping and signing the improvement plans, the Registered a _ VERTICAL CURVE U U) a z o m O O / Engineer ensures the District that the plans conform to all District 00 x w J K=26.8 > + 0) / policies and standards. Variances or waivers must be specifical- _ 0�-= U w � M // EX. GRADE ly and previously approved by the District in writing. Acceptance W Ln a=� w > O / / of the improvement plans by the District does not relieve the L z O Ld O 0 Z O _j K) m N �% / / AT Registered Engineer of these responsibilities. Y 0 2696 Z po co � c� cn �3 0 / 0 Cn Z - � _ p O p / / 2696 BY DATE: J O J a O O U - 00 O r7 N / ADA COUNTY HIGHWAY DISTRICT = aOz_ N + + U N + + / V)x0 Q O+ 4 W OM O � Q p+ 4 O � O 00 Np ,ir� r, m w rn � - � / ° 6za U pCY) JQN QN 4 QN pp + r7 � ± O) QN // Z QD °Ld z Q N Q H m H m H N m I- r � N c0 H / z Z z z > cn a- c' cn 0- c� Cl) L 0 cn a- N Q N > < N cn o- +2.00% // 0 a E `-w GRAPHIC SCALE IN FEET Ld L o N d � � � (n � / N 2 U _0 999, 0 10 20 40 = to O L d�N u) � EI LAY / / d O ca xNa 2692 - - - - - - - - - - - - - - ^ONO // 2692 SHELBURNE SOUTH - PHASE 1 omzQ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C; - / �0o<� - - - - - - - - - - - - 11 " ' PAVING PLAN & PROFILE �oQQ �xwo 11 / o �a >_O 12" SD II \ // Li V'0 WF INv: 2689. 1 1 / / MERIDIAN, ID CO X�Z 18 SD I \ / 0 Ln 18" o a-� INV: 2689.01 g � � F- \ / �� Kiom ey >>> Horn z O o NLnw� Z N�noO Q § 2688 w - x�~ 2688 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m �� 950 Bannock Street, Suite 1100 Ico a-i, z =oo�� Boise, Idaho 83702 208 297-2885 0 � Ln x ZO 00 DESIGNED DRAWN CHECKED00 W " w TONAL E ITC ITC TR B N �� ao�0 2686 2686 �� " �oF�SS �y �c�'�F� SCALE (H): 1"=20' o �� `kf� Q --� V �' SCALE (V): 1"=2' W E =Q 10+00 11+00 12+00 13+00 14+00 s ° w Callnsore yo below. �1}6 1 E DATE: SHEET N0. 0 0 o w CALL 2 BUSINESS DAYS 00 J 7% O CZ) 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. /� z I x w Of YOU DIG,GRADE,OR I 4 x g EXCAVATE FOR THE �0 0� 291015008 0 L1 o z UNDERGROUND DWG. NAME as w 1 a MEMBER UTILITIES(TIES w MARKING OF VM c i�Eo 5008-PH1-PV-NS.dw 0f 40 sms PAVING CONSTRUCTION NOTES \ O CONSTRUCT 2.5" AC ON 4" ABC PER SOILS REPORT PREPARED BY ALLWEST, DATED MARCH 4, 2019. \ O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD 4 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 5O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ISPWC STD DWGS SD-712 & SD-712C, TYPE "C3". 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD 4' SUPPLEMENTAL SPECIFICATIONS STD DWGS SD-712 & C) / SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH O DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWGS Of 00 N w \ \ N/. / ' I 5 \ �, SD-712 & SD-712G. 000 Jr- z - 2 \\ �' w oo J 6g) 00 \ M o 00 �p� BLOCK 4 \ PT� / O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD M o0 00 \ J O z °� "�/� ,C, / / SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. �+ ;° N - - - - + o o + Q o c�,�O o o STA: 17+94�65 �. W ;° 26g8 + �? Q lb c° - 00 O CONSTRUCT 6 VERTICAL CURB AND GUTTER PER m + m 00 J OFF: 23.50 LT C' Q N �Lo co J •• Q o ca Cv o / �'C/ ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG ~ o \ ~ Q LO C) 00 aL� Ln ~ QQ O + c� 24 \ SD-701. m cn o a0 -j 26gg O 6 0 10 CONSTRUCT 5 LONG ROLLED CURB TO VERTICAL MATCH LINE SEE SHEET LL- 17 o o w, O v; Ld v, �� i + Ln �� 7 3 8 24 25 �p 0 24 �� CURB AND GUTTER TRANSITION PER MODIFIED ISPWC 6Ln 2700 `ti p�, cn / y, STD DWG SD-707. SEE SHEET 23 FOR MODIFIED 6 Q .. �\ / DETAIL. / \ w V) o � 2701 , �p� ��7 11 CONSTRCUT 4' WIDE VALLEY GUTTER PER ACHD o - -�� - - - - - - - - - _ o �, / 6' 6 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. W =�� \\ \ 21 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. = 2700.10 2700.50 22 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS 0 FL 11 S FL 2� 8"S C° (SHEET 26 - SHEET 38). W 15+00 o 17+00 \�\' / m o (n - 24 00 - - I- - - M - \ 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. m _2 70 W �� S. SELATIR WAY ' 16+00 2 \ Q 24 ADJUST MANHOLE RIM TO GRADE. Z,,, 0p 12"W� 12"W FL 01.29 11 12"N� 12" �� , i o_ co O J -- _ / 25 INSTALL SURVEY MARKER. 2701.41 - - - - \ 26 CONSTRUCT 6" VERTICAL CURB (NO GUTTER) PER -I0� ool FL / ISPWC STD DWG SID A. 0 Ln � � \ / 23 Ln m (6o - 6 6 � � � o co Ln O0 ro 000 00 270"l 3 25 8r I ri C° N I I coo (6o I 25 N � m � ~ MATCH LINE r I � � � � N o 2704— 00 \ QN o I Q LLB oLn 0' � mNo' a .. -2704 00 r- co � ad r- zn U) o ``� 0 °rn° o SEE SHEET 20 l °' °' w (nn o � 4 � � V) Ln r7 CO N w ro r- r- + 0 0_ V) O LU -i Q � + N vwiN Qa o ~ I MCnn off N 8 V) LU V) 9 I 10 I 11 l I 1 2 I 3 Q BLOCK 2 Q BLOCK 3 I I LLl I I 00 �I 17 2 SHELBURNE SOUTH w PHASE 2 3' V) Qw 18 19 a-W(j L Z o I 20 21 113 22 I w o��Q U Q a_ �mwo �U) 6 d —w�a C8 a o o't F- KEY MAP o�_Z OU N.T.S. O w � If J Q 3 Plans Are Accepted For Public N �dJ Z Street Construction o I o m By stamping and signing the improvement plans, the Registered a o Engineer ensures the District that the plans conform to all District o a policies and standards. Variances or waivers must be specifical- z =o ly and previously approved by the District in writing. Acceptance z o m of the improvement plans b the District does not relieve the I �� P P Y o 00 o x a J Registered Engineer of these responsibilities. _ o 2 0 W n a= LLJ BY DATE: a 5-o z 2704 H Q 00 N z 2704 ADA COUNTY HIGHWAY DISTRICT CIO Q N OM + N = � 0 o m�o< z � to + nj � N H + . w x 0� o a + EX. GRADE o = a o °° wW N N Q z H � _ _ (D?Q LUCq Q 00 (0 z � o AT _ _ - - - - -� c~n � - -� N0- - - - - - - - - - - � QN_ - - - - - - - - ZQ z Z QN - - - a- (n � — a two J + o + o c~n � _ - - - - - - - - - - - - - - - - GRAPHIC SCALE IN FEET > s} _ o z - - +0.40% 0 10 20 40 = �E I � Q H N CD Cf) '7'- — �Y 5 om M V) a- +0.77%- - - PROP. GRADE a 005 - - - - AT z QO:w Zo�v'0)x z�a� 2.00% — 2700 — z SHELBURNE SOUTH - PHASE 1 U)� "mzo — � 0 I ao 0 � z Boan z PAVING PLAN & PROFILE �zo � X —w a 4i =it a `��Ln w= MERIDIAN, IDowKiom ao x Z o O 0+ dr 0� 3Z z ouw� z cN XQo 2696 2696 W a03 0)0, K I V I I Y-. ORN AN1) ASSOC A I: S, I\C. m UI�V)w ?`,0 c frock ccr., c 1"OC Z I oo�� ose, Iccno 83702 208 2977885 0 i X DESIGNED DRAWN CHECKED W N w TONAL E ITC ITC TR B �� ao�o �� oF�SS ��qy �c/I SCALE (H): 1"=20' 0 X�� 15+00 16+00 17+00 18+00 19+00 �� Q- � V �' SCALE (V): 1"=2' W o I< Know�esbelow. IMP 6 VE DATE: SHEET N0. W Q-0 o W CaII before you dig. `0 is 0~w CALL 2 BUSINESS DAYS J 7 Op O 8 31 2020Ir O Zp IN ADVANCE BEFORE ^ N PROJECT N0. o I x w� YOU DIG,GRADE,OR C F x 15 M EL EX MARKING OF HE SON O� 291015008 0 E 0z UNDERGROUND M C� DWG. NAME a �Ld a MEMBER UTILITIES w 10f 40 shts ixF-0 5008-PH1-PV-NS.dw a PAVING CONSTRUCTION NOTES \ CONSTRUCT 2.5" AC ON 4" ABC PER SOILS REPORT PREPARED BY ALLWEST, DATED MARCH 4, 2019. \ CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 5O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ISPWC STD DWGS SD-712 & SD-712C, TYPE "C3". 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. BLOCK 4 O CONSTRUCT 6" VERTICAL CURB AND GUTTER PER 1 4 1 3 1 2 1 \ SDHDOSUPPLEMENTAL SPECIFICATIONS STD DWG 1. 10 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL U 00 F-- XG CURB AND GUTTER TRANSITION PER MODIFIED ISPWC \� CB1 A - N o STD DWG SD-707. SEE SHEET 23 FOR MODIFIED I 17 OFF: �5025LT 2 N DETAIL. LIMITS OF CONSTRUCTION + REMOVE EXISTIN ' 11 CONSTRCUT 4' WIDE VALLEY GUTTER PER ACHD RIM: 2700.81 NTURNAROUN SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. INV OUT: 2696.66 24 3 8 Q o o cn a J 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST T ` o VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION 2702 `n � �_ + co 00 STD DWG SD-604A. INSTALL TYPE III GRATE PER —� o _ _ _ _ _ _ _ — — 2701 — — — — — — — — — — — — _ N Q0 ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG Q o o - 1 OA. c~ � i> 18 SAND AND GREASE TRAP AND SEEPAGE BED PER W---- N THE LATEST VERSION OF THE ACHD STORMWATER -- Q = 2701 i DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. 8„S 8„S 8,> „� 8,>S 8„S Cn ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL _W 0 19+00 _ 20+00 21 0 2 \25 / ON SHEET 23 FOR ADDITIONAL INFORMATION. CONSTRUCT OBSERVATION WELLS PER THE LATEST �W S. SELATIR WAY I ��Q. 0 LF @ 2704 / VERSION OF THE ACHD SUPPLEMENTAL z `1 2701 50% �.� 2��2 \r 2��3 2 —N12Z `-� -11112z 2Z 2z z 22 22, —N��z 2z \, \ /\� SPECIFICATIONS STD DWG SD-627. INTERNAL WELL J SHALL BE INSTALLED 5 FROM THE END AND EDGE I ` -- / OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A �____________ _______________________ ________ ---- ---- 3x MINIMUM 20' FROM THE PERIMETER OF THE BED. � Q — — — — — — — — — - — — — — — 16 PLACE THE WELL IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. 2702 2703 — d3 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE 1 N 2702— PER PLAN. °N° 23 21 INSTALL STORM DRAIN MANHOLE PER ACHD 23 25 2703 19 IiJ 22 22 22 1 22 22 CB1B 23 3 8 25 N o Ln I ~ 2703 I 1 T 00 � u7 � 00 � SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. Q STA: 20+41.02 0- � � o g SP1 18 17 OFF: 15.25RT 2703 1 N N co o SHELBURNE EAST 22 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS r N FG: 2701.16 N N o + o ``' DIM: 9'X168' RIM: 2700.81 1 + Q �+ (6 SUBDIVISION (SHEET 26 - SHEET 38). INV IN: 2696.81 N W (NOT A PART) 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. � c DEPTH: 9' I N W � � N I� Q VOL: 5921 CF < f �� o cn I I TOG: 2699.66 1 6 1 7 8 1 9 BOG: 2690.66 10 1 11 1 12 13 24 ADJUST MANHOLE RIM TO GRADE. BOS: 2689.16 BLOCK 3 MAX GW: 2687.66 1 / 25 INSTALL SURVEY MARKER. IR: 31N/HR 1 26 CONSTRUCT 6" VERTICAL CURB (NO GUTTER) PER I ISPWC STD DWG SD-701 A. 1 2 EFL B RNE Li SOUTH Q� PHASE 2 a_W(j L �Z I W W En' 19 o 0 r U<<< �mLU0 0 1 3 6 d< —wV) O`��z 2708 2708 O't~a Z KEY MAP N U O x 00 N.T.S. Ln w Q o � � pr) 2 (/) pN ci �w� + N + N UZ + N 3 a�� N o Plans Are Accepted For Public N = Q o N o w " N o Street Construction _a Q N 0 Q N 0 > o + O U U 0- N Q. M w N By stamping and signing the improvement plans, the Registered n o E 0 o N rj Engineer ensures the District that the plans conform to all District 0 I W N O policies and standards. Variances or waivers must be specifical— =o 3 Z Cn Q N _ ly and previously approved by the District in writing. Acceptance z mj m 2704 J O U — — — — — 2704 of the improvement plans by the District does not relieve the o 00 X W 0_ cn a 0.40% o Q = p op ° Registered Engineer of these responsibilities. _ o� = U O `n a=U) ~ N N _ _ — — — BY DATE: ale o z g — — — — — — — — — ADA COUNTY HIGHWAY DISTRICT Q N _ rn PROP. GRADE _ _ `` _ O �oZQ - - - c~n � - - - - - - - - - - - - - - - a � AT _ - - - -+1.25% �`n00 - - - - - - NO — W In X�N -J I� m ��Wn - - - - - - - QN z �zo - - - - - - - - _ _ Ld _ _ _ _ _ O z -0.40% - - - - - - - c� cna E Ldo EX. GRADE GRAPHIC SCALE IN FEET N U= ,2 0 10 20 40 ATto 2 2700 2700 E I �Y a 0 m o z z Q Oj O ' r7 0 XNa- SHELBURNE SOUTH - PHASE 1 ir —mzo 0 Za (1 I ao Boaz 12" sD PAVING PLAN & PROFILE X � INV: 2696.74 —W N lJ =it a �'0WF MERIDIAN, ID CO X w Z 2696 2696 0 o�� S ��V� Kiom ey >>> Horn z zE 0 �ow� N Ln co Q az \ 2020 KIMLEY—HORN AND ASSOCIATES, INC. a: �� O 950 Bannock Street, Suite 1100 Ico a-w z =0�� Boise, Idaho 83702 208 297-2885 v00, �Xoo 18+00 19+00 20+00 21+00 22+00 23+00 DESIGNED DRAWN CHECKED W X )W TONAL E ITC ITC TR B N �� °-o�o 811 . �oFF�'S ��yy HOC/OFF SCALE (H): 1"=20' o iX�� Q _� V SCALE (V): 1"=2' W o E=a �,�rsbelow E DATE: SHEET NO. W J U-0 o z Call before you dig. 6 1 F `o O~w CALL 2 BUSINESS DAYS 00 J 7 Oo O 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. z I x W Of YOU DIG,GRADE,OR I X g 16 EXCAVATE FOR THE �0 0� 291015008MARKING OF /V 0 c z UNDERGROUND s w,a MEMBER UTILITIES W L'0 M DWG. NAME i��o 5008-PH1-PV-NS.dw of 40 shts a PAVING CONSTRUCTION NOTES O CONSTRUCT 2.5" AC ON 4" ABC PER SOILS REPORT PREPARED BY ALLWEST, DATED MARCH 4, 2019. CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD / I \ SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD I r rt I - "�p \ SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. GRADING LIMIT. MAX I I I I I \ \ 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST SLOPE 4: 1 FROM PHASE \ VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION 1 LIMITS TO EX. GRADE \ STD DWG SD-604A. INSTALL TYPE III GRATE PER LIMITS OF �6 ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG CONSTRUCTION SD-610A. / \ -� \ 18 SAND AND GREASE TRAP AND SEEPAGE BED PER 12 Oro I I I I I �j l \ THE LATEST VERSION OF THE ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. STA: 9+74.56 __2697 9C \ \ ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL G OFF: 64.20 1LT / o 1-- / BLOCK o 'cP ON SHEET 23 FOR ADDITIONAL INFORMATION. O J OCK 4 TC: 2696.77 -o o- , � N 7 c` \ \ 19 CONSTRUCT OBSERVATION WELLS PER THE LATEST -o N---- of CB2A \ VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL STA: 13+29.18 o cd rn I 11 I 10 I 9 I 8 I BCR 1 SHALL BE INSTALLED 5' FROM THE END AND EDGE o L N OFF: 33.44LT 27 STA: 14+12.66 OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A ��► � Q � v I I I I RIM: 2695.54 I co , a_ c i o INV IN: 2690.33 OFF: 16.50 LT �0 � MINIMUM 20 FROM THE PERIMETER OF THE BED. \ 25 C626 l TC: 2700.87 \ //� PLACE THE WELL IN THE SIDEWALK FOR PROTECTION N � STA: 11+31.27 0- oo _j STA: 13+92.81 C WHEN AVAILABLE. \ N _j (0 17 OFF: 15.25LT Lci o OFF: 16.50'LT s \ " / + on 4 RIM: 2693.26 'S- �' 20 INSTALL 12 SDR35 PVC PIPE. LENGTH AND SLOPE N � TC: 2700.62 , � �� ` � CJ� PER PLAN. O rn I INV OUT: 2689.26 I ri c°I PT 23 C1� 21 INSTALL STORM DRAIN MANHOLE PER ACHD N � � STA: 13+82.93 t�G O I Q •• 21 I 1 3 8 I 21 Q �I , S SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. T / L6g6 a_ V) o � 2695 O OFF: 16.50 LT w 28 LF © �� \ 7A \ 22 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS / I 20 0.5� \\ ' �� (SHEET 26 - SHEET 38). / I ��1 G _ _ _ _ _ 694_ _ _ _ O _ _ _ _ _ _ _ - �-��\ 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. I , CUL-DE-SAC 0� \o � �9 f�� CROWNLINE ADJUST MANHOLE RIM TO GRADE. \ \ - "W 20 10 LF @ I 20197 LF 0.50% I .50% I I , 25 INSTALL SURVEY MARKER. G \ 1 00 _ \ �I E. JAMESON CT -� � 1 E. .IAMESON CT. X � � \ � 27 CONSTRUCT TYPE III CATCH BASIN PER THE LATEST „ I 12+00 I � _ 3 00 �699 � o � \ \ VERSION OF THE ISPWC STD DWG SD-603. ov_ -8S � 8S- 1 2020LF@ 1 ��9 8 � ��o I S S i � � o �N m `( I 0.50% 1 I s I C° r` (LI \ - � N O 24 �_____- in \ - :__=____ ® ----------------------------------- ao M V) .. --- __ i N / / ---- N ----------------- ---------------- - - ----� O) I- rn p c� m N O f- - - N + ( O 25 '+ Lq -- r__ _ N 3 \ - - - cB2c � �' � Q 0 0 l- 24 °' Q U) 0 �\ STA: 11+31.27 - - - - N � � � 19 I 22 25 22 I 22 22 17 OFF: 15.25RT 22 22 8 3 22 w 22 22 19 0 25 cO a- cn o \ I U � RIM: 2693.26 N ,n or- 1-- M in � o- r7 O (INV IN: 2689.11 + o rn ro Ina, o � in N SP2 NN + 6 18 w + ai co o � + FG: 2693.68 o < � + Ua) N \ 'L N DIM: 9'X90' v~i - C o - Q L O S DIM: 9'X163' 22 N o U I DEPTH: 9' BLOCK 4 N 14 I 15 16 17 VOL: 8924CF 18 19 20 21 TOG: 2692.18 I BOG: 2683.18 16 BOS: 2681.68 MAX GW: 2680.18 IR: 31N/HR 2 SHELBURNE SOUTH PHASE 2 13 w :1:8 19 w(� L �Z E__ ° Ow Q Q Q Q 20 21 1324 w o r7 0 3: N3� � F- °°z o r + � Mo - a r- KEY MAP O + N + Mr a_ DE + 0) J L o O o PO CD w N.T.S.' N _Q 3 r H N 0 (n ~ Q N lit O Q N U Z' ' `� Plans Are Accepted For Public 3�� m 2700 100 +2 500+ 50% +0.50% -1 50q / 2700 Street Construction 0 0 vi 2• � � LJ N / o v + i By stamping and signing the improvement plans, the Registered u >N o� VERTICAL CURVE U a a_ a O Engineer ensures the District that the plans conform to all District K=26.2 > rn D� w O 2% i policies and standards. Variances or waivers must be s ecifical- z =o 3 U N k�? ly and previously approved by the District in writing. Acceptance Z I, m O c- N of the improvement plans by the District does not relieve the o ow J O i Registered Engineer of these responsibilities. _ ua a O o= N NO i BY DATE: ao z W O N 6 ADA COUNTY HIGHWAY DISTRICT LLJO °O�Q w0 � � > Q N 2% // a w o;Z co 2696 0 U 4 00 o 04 co °' N /// 2696 0 o �ZQ a N o+ � _ rn + �/ z O N (0 N Nco N m `�' �' "' + N a `1' EX. GRADE GRAPHIC SCALE IN FEET �0�� -1.60q U cn PROP. GRADE + '6 > 0 10 20 40 E O ��w !1 Cn - �AT (` � � LO a�� -1.609 AT - - - - - o mom _1•6 U (n � _ - - - - Z ppz _ _ _ _ _ _ _ pO�o - - - - - - - - - � 09O - z �d)Wa - - - - - - +0.40% F xzQ SHELBURNE SOUTH - PHASE 1 : 07-O 0 0 Z<00 C� N � ¢o it a)0z o 2692 2692 PAVING PLAN & PROFILE �wQ Lit �_W a `�CO W= MERIDIAN, ID CO X w Z 12" SD o o�'a~ INV: 2689.34 o0V) Kiom ey >>> Horn Z 0 N Ln 0 0 Q x O H .� �Z� NC, co w O �)J ,aY" C.i. �� r.t �1 �.' �v� 0 "-' r � X0oo Boise, Idaho 83702 208 29/->88.`; 0 iLQ LQZoo 2688 2688 DESIGNED DRAWN CHECKED W x ITC ITC TR B N �w� 10+00 11+00 12+00 13+00 14+00 SS�ONAL ENG �000 � �� Q��V �%F� SCALE (VSCALE ): 1»=2' ixwZ o B=a U �� K�vvrbebw ll before you �9 OP 6 VE DATE: SHEET N0. W `o 0o°w CALL 2 BUSINESS DAYS 7 0� Q 8 31 2020 re O Z p IN ADVANCE BEFORE N PROJECT NO. O Ld x w af YOU DIG,GRADE,OR I x 17 m g EXCAVATE FOR THE Q 291015008 w O MARKING OF N M CQ DWG. NAME a L'Co UNDERGROUND w,a MEMBER UTILITIES w iX=o 5008-PH1-PV-EW.dw lof 40 Shts CL PAVING CONSTRUCTION NOTES O CONSTRUCT 2.5" AC ON 4" ABC PER SOILS REPORT PREPARED BY ALLWEST, DATED MARCH 4, 2019. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O6 CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE LIMITS OF WARNING FOR PEDESTRAIN ACCESS PER ACHD CONSTRUCTION SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & STA: 11+23.04 SD-712H, TYPE 1-14 , MODIFIED FOR 3 ROLL CURB. O7 CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH TC: 2694.53 cfl J J OFF: 66.09' - 00 DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER+ O 7rn ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS i� N °�' N N � I o SD-712 & SD-712G. LL- �9 �\ Q �' 00 I M roo O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD O V� o + - 00 + o SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 25 `V 00 ,n � N L (1), I N r`4i � I-- (.0 �\ O CONSTRUCT 6" VERTICAL CURB AND GUTTER PER / \ \ U ro -i `� a LL- Q Li: 04 ` �` ` ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG / \0> � mo LO m � rn c~nO IMV)io � r� `, SD-701. + CflN C . Ln N H CN r 12 U °' M o J FUTURE SHELBURNE �l 10 CONSTRUCT 5 LONG ROLLED CURB TO VERTICAL / L \\ 12 + Lq ro N O CURB AND GUTTER TRANSITION PER MODIFIED ISPWC LL-- - \ - 1 Q o - - �� N � SOUTH PHASE 2 ® Q STD DWG SD-707. SEE SHEET 23 FOR MODIFIED I I TEMP.�� a li .. r ® �_ DETAIL. M TURNAROUND w � o � NOT A PART N CROWNLINE p a_ cn o w LU I 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK I �`L� G \\ 6 13 6 CB6A U) � I O TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS I ,\ STA: 13+86.31 Q Q 36 STD DWG SD-1132A. aBLOCK 4 00OFF: 15.25LT 17 0 �; O N LLJ � cn 23 a 13 INSTALL TYPE III TERMINUS BARRICADES & "THIS RIM: 2691.87 r� � � � rn = C/j o J O „ J 00 00 00 ROAD WILL BE EXTENDED IN THE FUTURE SIGN PER r INV OUT: 2687.87 r - 00 0 0- ~ � + C° `° ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG . I O 00 1-- U � JN � r� N _ + � � . O68 I - W I 8 W-1 �\ + Lq � � m � o � � � rn � (k�' �g I •• l U I � ro co SD-1132B WITH THICKENED ESGE ALUMINUM WITH G c� O N LOO \ g� I 13* + Lq + (6 � Q o ~ a l N STRIPED DECALS. \ ��' L' N `� ATCH LINE SEE SHEET 1 M u) o 00 9 � o � � � � � � � d 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST 1 3 8 VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION 0- U) o 0 o \ STD DWG SD-604A. INSTALL TYPE III GRATE PER I\ 0.74% ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG 6 i 8"S� SD-610A.. I R �� 6 oova \ - ovo ,evv - - - - - - - - - - - - - - - - e„. I ySO/V / 2690 , SAND AND GREASE TRAP AND SEEPAGE BED PER e°a°e;;vo THE LATEST VERSION OF THE ACHD STORMWATER v\i 23 0 I j DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. - 1 I 31 LF \ �Op 00 W ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL APN# I @ 0.50% 20 // // I I BO 23 T- ON SHEET 23 FOR ADDITIONAL INFORMATION. S1128438652 U / 26 ��0� 15+00 W 19 CONSTRUCT OBSERVATION WELLS PER THE LATEST 25 7 24 25 25 19 92 �� / - _ 1 o W VERSION OF THE ACHD SUPPLEMENTAL ,n o ao 22 ,,� - ro m LU SPECIFICATIONS STD DWG SD-627. INTERNAL WELL � N � � M o 00 rn c.0 N ® 16+00 SHALL BE INSTALLED 5' FROM THE END AND EDGE 0_ ro � O o O + � 00 6 ( 8"S 8"S I 3"S 8"S W (6o 4 z O N 00 N o 25 I z OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A + � N N 0 o N ,+o 24 I ��9 J MINIMUM 20' FROM THE PERIMETER OF THE BED. � + N 22 rr Q Q N = PLACE THE WELL IN THE SIDEWALK FOR PROTECTION Q N � � � oN _ �n WHEN AVAILABLE. + Q 26g � U c~n o a_ V) O + �� - - 24 - F- 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. PHASE LINE I L`' � 5 � �� I M � � N 29 q � cn 4 c� LO \ 29 22 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS I + co 22 19 ~ ~ � ro � rn \ (SHEET 26 - SHEET 38). BLOCK 5 � 25 24 ao U N SP6 18 � N C6 o I 25 8 3 10 m � o 4 9 25 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. FG: 2692.33 CB6B o + � I 00 + 6 � o 7 > � �, �, MATCH LINE SEE SHEET 13 DIM: 9 X65 cn � - 0 r N Q 00 DIM: 9'X31' STA: 13+86.31 + 00 cj z Q o w o o o 24 ADJUST MANHOLE RIM TO GRADE. DEPTH: 9' OFF: 15.25RT 17 � 0 �+ o 0 + I.- N M I + cfl 4 VOL: 3378CF RIM: 2691.87 + C6 - - - - -U � FhCAUj INV IN: 2687.72 I ~ Q Q Q O Q �' r� N r� C° 25 INSTALL SURVEY MARKER. TOG: 2690.83 I 3 Q Q Q o' a `V BOG: 2681.83 I �' I CO N � o M c~n o � BOS: 2680.33 Lj N N Q 29 CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE MAX GW: 2678.83 I 2 I 1 N ~ 1 WARNING FOR PEDESTRAIN ACCESS PER ISPWC IR: 31N HR I SPECIFCATIONS STD DWGS SD-712 & SD-712A. � I I Q I 16 Ld I I w(j L Z ° - 1 2 o� C w 0 wo S EI- BU�RNE ° aQ SOUTH O <0 PHASE 2 N r a O N�x z i W`-'0 19 In x= �Q3:r =mow �a-o �-2011 Q 1 Y 2700 2700 �W zo z 3(n U H W m Q m KEY MAP J 1 W�� N.T.S. 00 Plans Are Accepted For Public z Lw Street Construction z w J By stamping and signing the improvement plans, the Registered = o _ Engineer ensures the District that the plans conform to all District j o= 00 LO W policies and standards. Variances or waivers must be specifical- ��z W O r Z O ly and previously approved by the District in writing. Acceptance N o V > M g N + of the improvement plans by the District does not relieve the O o J w 2696 z Q Q + O = O rn 2696 Registered Engineer of these responsibilities. � a I� a m o J r) O cfl H00 U r O x U)x o o O O O + Z Q N BY DATE: m °V)z a U r7 LiJ � O ap _ N 2 Q N � In D_ ADA COUNTY HIGHWAY DISTRICT zo cp m F- °za Q Nrrj z + � + � Ojr) O00 I� QN (� (nD Z � nz O W 041 N � NIA NO N 00 m H '^ 0rn) � I� � O � � a GRAPHIC SCALE IN FEET o L W Vl O QN = O) + � �» 0 � d z QN U QNm N �' � � v, + � +1.00% - - _ - - - 0 10 20 40 NORTH z NNE - � � a- (nd: 0 (na QN ao � + N - C\ - - - - - - - - - - 0 �!,�Y - � _ � � � PROP. GRADE + � � N � rn - - - - - - - - - - - - - - - - - - '� o�ZZ -0.40% \ AT a � � aN m aN - - _ - - +ZqO% o o a �=[om , � � -0.40% a- �O-,o - - - -� QN m I- C� (na-- z x I--I-- BEGIN TEMP - - _ _ _ _ _ _ SHELBURNE SOUTH - PHASE 1 m ZQ 2692 TURNAROUND - - - - - - - {-0.45% +0.65% 2692 N � I Q o SEE PLANW ��zo AT GRADE PAVING PLAN & PROFILE Q - >=NLi V)CO MERIDIAN, ID 1 Oz� LC)wQ 00 xwzo OO+ ar o LC) :3 ey ))) z �F- z 0 N LC) 12" SD z N u7 00 aQ 2688 INV: 2687.80 2688 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. �F- 0 950 Bannock Street, Suite 1100 CO a' z =o Boise, Idaho 83702 208 297-2885 D i X Zo 00 DESIGNED DRAWN CHECKED W X °W U aoro �1� , o��SS\ONAL E/y� ITC ITC TRB z U) o w 2686 2686 � � � �, b�'� OFF SCALE (H): 1 =20' o x�0 ��/ Q _ SCALE (V): 1 -2 W E =a Knowwharsbelow. � E DATE: SHEET NO. 0 o-0 CD w 13+00 14+00 15+00 Call before you dig. 16 1 = `o 0O O bi CALL 2 BUSINESS DAYS CO f 7 00 Q w 1 �w� IN YOU BEFORE hj N PROJECT NO.020 z 18 N o n EXCAVATEMARKING OF HE QON COOS 291015008 W E v)C,z UNDERGROUND DWG. NAME a w n a MEMBER UTILITIES w ix=o 5008-PH1-PV-EW.dw of 40 shts a. PAVING CONSTRUCTION NOTES O CONSTRUCT 2.5" AC ON 4" ABC PER SOILS REPORT PREPARED BY ALLWEST, DATED MARCH 4, 2019. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 6\ CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. 7\ CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER - ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712G. Q O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 9\ CONSTRUCT 6" VERTICAL CURB AND GUTTER PER 28 26 I- 2 I I I ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG � 00 � U Q 00 I SD-701. w J N �LJ � 1 � 10 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CB5A (n (/) o N N CURB AND GUTTER TRANSITION PER MODIFIED ISPWC STA: 17+50 + 00 + 0o I � 00 I- r> STD DWG SD-707. SEE SHEET 23 FOR MODIFIED OFF: 15.251 17 0o r� N (� oo M011 o f I I RIM: 2693.59 m o li v _ _ cv w N L DETAIL. Ln\r _� 00 + I INV OUT: 2689.59 + o ~ I m o + to I N 11 CONSTRCUT 4' WIDE VALLEY GUTTER PER ACHD C° 6 I '� N , MATCH LINE SEE SHEET 14 �_ �_ SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. o -o' a li `� - - - - - - 1 - 3 8 - Q w F I 0- a L N - 3 8 - - 12 CD 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK UI- 2695 o U � wv N w (n o BLOCK 4 � I w (n o BLOCK 2 2695 TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG SD-1132A. ao\ 27 6 \ 6 1 13 INSTALL TYPE III TERMINUS BARRICADES & "THIS - - - - - - - - - - 2694- - - o \ I ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER F- ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG (n B 0 W I Cn Lo cn7 SD 1132B WITH THICKENED ESGE ALUMINUM WITH -- -00 = 2693.82 00 I 2693.88 STRIPED DECALS. W 2 12 2 N/ FL 12 FL 8 W 13 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST BO I � 23 �^ B VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION 15+00 �W I 19+00 STD DWG SD-604A. INSTALL TYPE III GRATE PER `� ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG • Cj � I 20 30 LF ® � � M 44 SD-610A. LLJ 16+00 -� -8"S 8"S S\ Z 8 'S 8"S 0.50% 2694 -8"S -8"S � 18 SAND AND GREASE TRAP AND SEEPAGE BED PER 2694 I I THE LATEST VERSION OF THE ACHD STORMWATER -- DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. 2694 0 =-- _____________ __ = oo; Lo ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL U' ON SHEET 23 FOR ADDITIONAL INFORMATION. OCONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL - I SPECIFICATIONS STD DWG SD-627. INTERNAL WELL 00 cD 10 I I 24 3 8 Lo 22 24 22 25 7 w 19 I 12 SHALL BE INSTALLED 5' FROM THE END AND EDGE o - OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A O4 -' - ----.- -_ CB5B - SP5 I C' < I _ Q , MINIMUM 20' FROM THE PERIMETER OF THE BED. + �? �I PLACE THE WELL IN THE SIDEWALK FOR PROTECTION - STA: 13+80.78 18 o Q o o � � Q col FG: 2693.92 o � � N OFF: 493.55RT 17 z � � w � - - - - w o RIM: 2693.59 DIM: 9'X106' Cn 00 o + F o0 o I In N WHEN AVAILABLE. - - w (n o INV IN: 2689.44 DEPTH: 9' Q + � I I 21 INSTALL STORM DRAIN MANHOLE PER ACHD I VOL: 3736CF Q I III N SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. TOG: 2692.42 BLOCK 1 (n Q 22 SLEEVES FOR UTILITY SERVICES PER UTILITY PLANS 1 I I I I BOG: 2683.42 Ld vi (~n I I QO D (SHEET 26 - SHEET 38). N 1 1 I 2 I 3 I 4 BOS: 2681.92 5 I 6 I 7 N N MAX GW: 2680.42 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. IR: 31N/HR I I I 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 16 W W(j 1 2 L �Z 6 C p fn C W LJ U d U SOUTH L U N Wo 6 N HAS 2 - a V) O 3pz N ra 1 O Z N =Of w 0" <= 0 1 3 � 1t�� _ofLj Q Y 2700 2700 0,w J W o 3 V)U� KEY MAP w wmaa N.T.S. o � p J CO wo- Plans Are Accepted For Public >Vo� I ��r 0 Street Construction a a- I a, m d By stamping and signing the improvement plans, the Registered o 00-W J Engineer ensures the District that the plans conform to all District = 00� = Q `� c/) policies and standards. Variances or waivers must be specifical- W j a� LO w 00 W ly and previously approved by the District in writing. Acceptance L,Z 0 7 Z_ O 1 * of the improvement plans by the District does not relieve the Y a) 0-0 M g N J + (D = V) O Registered Engineer of these responsibilities. o m w 00 Q CD CD CD O - ZD W O J F- 2696 + _ o + 4 2696 J 0 o z a I co LO U - (D � O Q U 0 0 BY DATE:- I V)X o o + Z_ (D Q � N LO J + N O ADA COUNTY HIGHWAY DISTRICT m 0 Q o Boa � � QN :2U) + � w � 0) mz I- N o o z p �D m ~ M Co U w (n o a)rz U U) d � O QN z ZQ a N PROP. GRADE w cD .. L v z Q N Z °�' c� cn w +1.00% _ - - AT o U' w +0.40% GRAPHIC SCALE IN FEET >2>r _ _ - - � -0.40% to 0 10 20 40 NORTH t, OL W J - - - - - - - - - - - - - - \ om o�Z z Q o, EX. GRADE Z o AT 1 - _a- 1 2692 SHELBURNE SOUTH - PHASE 1 _Mz< 2692 ''`' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �°j ao \ / 1 w ��zo ', PAVING PLAN & PROFILE r,� - -W N lJ =it a V)CO 12" SD MERIDIAN, ID s I O ZD INV: 2689.52 0 00 Xwz o OO+ ar o ��EDKim a >> orn z ZE �ow� N Ln pO Q o a 2688 2688 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. �� 950 Bannock Street, Suite 1100 0 Ico a-i, z =o�� Boise, Idaho 83702 208 297-2885 N X ZO 00 DESIGNED DRAWN CHECKED00 W " W TONAL E ITC ITC TR B N �� °-o�o �' o �oFF�'S ��qy o%iF� SCALE (I 1"=20' o \X�� 2686 2686 SCALE (V): 1"=2' o E�� 15+00 16+00 17+00 18+00 19+00 Inow wha rsbelovv E DATE: SHEET N0. U-0 o Call before you dig. 6 1 F `o O~w CALL 2 BUSINESS DAYS 00 J,7 Oo O 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. o I n W Of YOU DIG,GRADE,OR x g 19 EXCAVATE FOR THE �0 0� 291015008 0 � z UNDERGROUND as w a MEMBER UTILITIES w MARKINGM c DWG. NAME x \��0 5008-PH1-PV-EW.dw of 40 Shts PAVING CONSTRUCTION NOTES - - - - - - - - - - - - ' CONSTRUCT 2.5" AC ON 4" ABC PER SOILS REPORT I PREPARED BY ALLWEST, DATED MARCH 4, 2019. O CONSTRUCT 3" AC ON 6" ABC PER SOILS REPORT PREPARED BY ALLWEST, DATED MARCH 4, 2019. 2 BLOCK 3 BEGIN DITCH I END DITCH I STA: 10+57.97 STA: 12+41.66 3 CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD LO 42.58'LT OFF: 42.58'LT SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. `") F- [PFF: : 2696.91 P: 2695.07 I 4 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD C6 J N I - I O SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. o+ (6 o I 2697 I 6 CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE 00 Q I N O WARNING FOR PEDESTRAIN ACCESS PER ACHD \ -0 - - 3 8 - 12 2696 SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 &w cn O - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. ct � 1 1 - __-- - - - � ! O CONSTRUCT 3 ROLLED CURB AND GUTTER PER ACHD J �� 2703 - _ 2697 - - - - - - - - - - - - - - rt 2696 - - - I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. - - - - - - - - - - - W - - - - 2698 9O CONSTRUCT 6" VERTICAL CURB AND GUTTER PER e,ee;e;e LLI~ in \ I I 2699 SEE SHEET 40 FOR -__ _ N ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG C6 LLI I STA:10+00.00 V - - - GRAVITY IRRIGATION_ - - - - - - o - - W SD-701. = I LINE CONSTRUCTION. g OFF: 2.00'LT LLI 10 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL N W °� ,�o�' °0 13 I SOUTHPARK P: 2700.69 TL CURB AND GUTTER TRANSITION PER MODIFIED c W O 11+00 `� I SUBDIVISION BEGIN SAWCUT - - - - - - - - - - WC - - -- —- - - - - - STD DWG SD-707. SEE SHEET 23 FOR MODIFIED SU STA: 10+00.00 � -- --_ - �699 DETAIL. 00 ----- ° ° ------ - - ��T - - �� Uj + a"c— APN# OFF: 0.00 RT - o � 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK �- -OS 8 S Z �o s - P: 2700.73 "-12' \ 11+OQ= - 12"a? ------ 121 pp N12" - _- _-- - ' 1� wTERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS /`- E. ARABIAN DR. S1128449800 i - - - - - - f- Uj - N- - - - - / 10+00 SAWCUT SAWCUT SAWCUT WYCHT SAWCuT snwcuT SAWC SAWCUT \ SAWCUT Z STD DWG SD-1132A. �s J 13 INSTALL TYPE III TERMINUS BARRICADES & "THIS eOeavvva � Ln ^f� �J 2 4 16 = ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG o ~ SD-1132B WITH THICKENED ESGE ALUMINUM WITH Q N N 11 STRIPED DECALS. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING N - (0 � N— 1 - - - 3 8 12 I w PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION M - STD DWG SD -303.O 00 + 0 __ -- - 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST o o BLOCK 2 ��T - - -1—�UGT ---- — — UGT - - + - „ T__-- - --___- YET - - - �T - - ------ VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION .. .. N -m- U T - ------- STD DWG SD-604A. INSTALL TYPE III GRATE PER OF 0 �wcn 01-- °"E °"E --- -> `'" —oHE °"E °"E °HE °"E °HE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG F SD-610A. 1O I 18 SAND AND GREASE TRAP AND SEEPAGE BED PER II THE LATEST VERSION OF THE ACHD STORMWATER III DESIGN GUIDELINES SECTION 8200 STD DWG BMP 20. ELEVATIONS AS SHOWN ON PLAN. REFER TO DETAIL ON SHEET 23 FOR ADDITIONAL INFORMATION. 19 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. INTERNAL WELL SHALL BE INSTALLED 5' FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER OF THE BED. PLACE THE WELL IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. 21 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 ADJUST MANHOLE RIM TO GRADE. 16 1 EI-B URNE SOUTH L U Z _ _ PHASE 2 O C p v) C H 1.1 O11 U Qa wo 19 Of fN O �v V) OFA 1 3 �z N r a O -Z xOf w N20 2708 2708 Q�r KEY MAP _of Lj �a-o� Q Y I Z0 Plans Are Accepted For Public w 0 X °wJ O vi 3�� w � w w m z N Street Construction o I Lq v O + By stamping and signing the improvement plans, the Registered n a a o Q U O Engineer ensures the District that the plans conform to all District a p Q N policies and standards. Variances or waivers must be specifical— =o w m Z ly and previously approved by the District in writing. Acceptance Z O w of the improvement plans by the District does not relieve the o o vm= Q wLn EX. GRADE Registered Engineer of these responsibilities. r a=� 2704 3: 0 z AT 2704 2704 2704 BY DATE: �,Z O w + 0" 0 J o — — _ _ ADA COUNTY HIGHWAY DISTRICT o °o0 Q 0 � ~ O UO � � 0 O OZ< + N a�oc� W 0 � (�, � � QQ_ U O � O � 0 a Ld x w v) r- >- O + LC) O O o vza QN LLI � O N + p H + O � O o O p N za z (% J Q N z 0 U 0 H + p O z L - - - Q � Q N 0 00 O GRAPHIC SCALE IN FEET NORTH Q I— r O 0 a to cL � (N � wQN � QN U H + � -H � E 2 w� - - PROP. GRADE m U0 60 d: rn O 0 >r - -2.009° AT canc~n � � aN ~ + � o � 0 0 10 20 40 o w z 2700 2700 2700 - - - - - - - - _ _ _ cn cn Q N ro ao 2700 Z %XN< — - - - - - - - - - _ _ _ _ `/ `f Q N SHELBURNE SOUTH - PHASE 1 —m Z o cn co ao — — — — �o �a r,z z — - - - PAVING PLAN & PROFILE o x � N-wN lJ x it a �'0WF MERIDIAN, ID 00 xwZO OO+ ar o �oN�21=) Kimmley >>> Horn 0 0 2696 2696 2696 2696 Z i X co 10+00 11+00 12+00 13+00 © 2020 KIMLEY—HORN AND ASSOCIATES, INC. a Z< �� 0 950 Bannock Street, Suite 1100 100 z =o�� Boise, Idaho 83702 208 297-2885 N X oo DESIGNED DRAWN CHECKED X 00 2694 2694 1 �ONgL E ITC ITC TRB N '!'O,o oFF �y c�tiF SCALE (H): 1"=20' o ° =Z 10+00 11+00 S5 N �� _\ V � F� SCALE (V): 1"=2' o Los CZ) �,�rsbelow E DATE: SHEET NO. W J U-0 o z Call before you dig. 6 1 F 00 O~w CALL 2 BUSINESS DAYS J 7 0 O Ld 8 31 2020 w O Zp IN ADVANCE BEFORE N PROJECT N0. 20 z I x w Tr YOU DIG,GRADE,OR I x g EXCAVATE FOR THE �0 0� 291015008MARKING OF /V 0 LL,o z UNDERGROUND as �w a MEMBER UTILITIES(TIES w x M c DWG. NAME i�E, 5008-PH1-PV-EW.dw of 4� shts PAVING CONSTRUCTION NOTES O CONSTRUCT 3" AC ON 6" ABC PER SOILS REPORT ■ I , PREPARED BY ALLWEST, DATED MARCH 4, 2019. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. LO Q 5O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE Q WARNING FOR PEDESTRAIN ACCESS PER ISPWC STD 5 N ~ DWGS SD-712 & SD-712C, TYPE "C3". 4 3 I 2 I 1 1961, 1 9 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER . I i ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-701. � I Uj 10 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL I N 0 / N CURB AND GUTTER TRANSITION PER MODIFIED ISPWC BEGIN DITCH N �6. rn STD DWG SD-707. SEE SHEET 23 FOR MODIFIED STA: 14+44.15 I I �� 96' N DETAIL. OFF: 42.58'LT 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING ELEV: 2693.05 I - - - - I PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION END DITCH ECR I I STD DWG SD-303. STA: 16+66.18 STA: 17+15.13 BCR 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 2694 OFF: 42.59'LT OFF: 41.96'LT STA: 17+68.13 - - - - - - - - - - - - - - 2693- - - - - -ELEV: 2693.05_ - ELEV: 2696.34 OFF: 42.22'LT ATCH LINE SEE SHEET 13 ELEV: 2696.46 — — — — — — — — — - - - - - - - - - - - - - - - 2693 BEGIN SIDEWALK 2694- - - - - - - - - - - - - _ SEE SHEET 40 FOR - - - BCR _ 9 ___. 9 --- - N � STA: 14+36.04 - - - - 2695 END TAPER_ GRAVITY IRRIGATION -- -- OFF: 19.08'LT _ STA: 16+87.13 N 2696 STA: 15+67.16 LINE CONSTRUCTION. OFF: _ _ 5 5 W -ELEV: 2696.52 - — — — — — — — — - - W W - , - - --------- OFF: 12.08'LT -- --------ELEV: 2696.26 ---- -- avow j ---- ---e- W _ - ----�---- ---------- ELEV: 2695.86-- - -------------------------- -------- - _ R -- - ------ - --------- -- - - _-- -- -- (n W = - -- - -_ _ __- - - - - - - - - - - - - - - ----- ---- UJI - -- --- 7 W — UGT — — — — O UGT --_—— — — UGT — — p — UGT — — O — UGT — — — — O\ — — — — — uGT — — —b� --- '-------- — — \ — — AO —__— __ - —__�pfi� —_�,GT__—_ —UGT— — — *O —O� �� C� UJI b� b" 1@0' - �N 2696 o b� TM b� — GAS — GASmmm — — — — GAS — GAS G GAS — — — — — r— — — — — GAS — — — — — GAS 00- - - - GAS — — — — GAS M— G%` — GAS (�J - - - GAS - - - �- GAS GAS — — GAS - - - 2s= - - - - .. 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AMITY ROAD -00 oQ ------------------------------------------------------------------------------------ ----------------------------------------- N ------- o x — UGT --—--—— - - UGT UGT - - - - — UGT — - - - - UGT — - - - - UGT - - — — U UGi--�— — UGT OGf^�— __\\UGT _— t— UGT —_—_ .__ _ UGT____—_______ — UGT UG�— — UGT — UGT — ___--__—_________________ ----------------------------------- ____-- —_ ______—_--_—_—_—_—_— --_-- —_—_--_—_--_—_—_—�.�—____--- _--_—_—__—_—_--_—_—____- -__________________________—_ �OHE E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE t26wV) w U.6 9 C 13 L,w ° w POI << U Qa wo Of v) a O 3� o f-Z KEY MAP w 20 N.T.S. ro V) Q�r 01=of ��-Y Plans Are Accepted For Public Y zo Street Construction N m o m By stamping and signing the improvement plans, the Registered a o a Engineer ensures the District that the plans conform to all District o >�o j policies and standards. Variances or waivers must be specifical- a a_�w o ly and previously approved by the District in writing. Acceptance o of the improvement plans by the District does not relieve the a a-01 w Registered Engineer of these responsibilities. z m I o -cd o BY DATE: _ o- = O ADA COUNTY HIGHWAY DISTRICT w `n °=v' 0 o L~Z O Y N aov O O w o Z- 2700 00 0 - O 2700 U O 0 O W In XoLLI o � QN F_ + r O -H 00 oQ QI- Dpr) r Or7 z owo (n (n (1 () � � + N O � J o G za QN � � r- + 00 � +H 00 O 0 r7 0 � � O z � -H �L',Z < � � O � � � 0r o -H O O � � O Q � 0 a, 0 NORTH a N Cl) M o o o +I o -H J 7 GRAPHIC SCALE IN FEET E wo - - - _ Q � U � � I— + � N rn (0 00o0 r rn � + w >�" � i - - - NN (1 � QN � o ,6 I- + 00 "' 0 O 00 � � r `no =� r0 0 10 20 40 �U�a vi � � - - - - - - — U ) U ) a-n U U � U Q N � rQ N rO0 U� r (0 � N E I N � N < QQ a o QH N N Q QHN%nr nnL (n (nZ Zm Q o U) U) a- z o�Owzo n V) Cl- n U ) n n 0- z L — — SHELBURNE SOUTH PHASE 1 m zo - - - - -2696 - - - - - - - - - - - 2696 ir o~zQ co LC)ZF PAVING PLAN & PROFILE :3X - W Q Li Of a V)CO 0= 2694 2694 MERIDIAN, ID I owa 0 CO x�w 13+00 14+00 15+00 16+00 17+00 18+00 o ��V� Ki0m1ey >>> Horn z Z Z �ow� N�ncO Q az © 2020 KIMLEY-HORN AND ASSOCIATES, INC. a: �F 0 950 Bannock Street, Suite 1100 Ico a-i, z =o�� Boise, Idaho 83702 208 297-2885 N X ZO 00 DESIGNED DRAWN CHECKED00 W " w TONAL E ITC ITC TR B N �� °-o�o �' o �oFF�'S ��qy o%iF� SCALE (H): 1"=60' o i X�� Q ---� V �' SCALE (V): N A 1'Q o E=a �,wharsbelow E DATE: SHEET NO. W J °-0 o z Call before you dig. 6 F 00 O~w CALL 2 BUSINESS DAYS J 7 Oo O 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. o I x w Of YOU DIG,GRADE,OR I x g 21 EXCAVATE FOR THE �0 0� 291015008MARKING OF 0 L'o z UNDERGROUND as w,a MEMBER UTILITIES W M c DWG. NAME ��0 5008-PH1-PV-OFF.dw of 40 shts PAVING CONSTRUCTION NOTES Lj I vi in I i 2 I 3 I 4 I 5 I 6 I 7 I O CONSTRUCT 3" AC ON 6" ABC PER SOILS REPORT PREPARED BY ALLWEST, DATED MARCH 4, 2019. I O4 CONSTRUCT 5' DETACHED SIDEWALK PER ACHD I L-----------J OHE— II � SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. °Seeie II "' 10 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CURB AND GUTTER TRANSITION PER MODIFIED ISPWC STD DWG SD-707. SEE SHEET 23 FOR MODIFIED P ; DETAIL. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING N I PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 0) I I I L ---- J r-----J I I I I I I L---- - I I w — — — — — — Q0 I I OHO EBIB BEGIN DITCH END DITCH STA: 18+15.79 STA: 21+33.71 T2695 OFF: 42.59'LT 2695 OFF: 42.59'LT 1 I 46 ,- - -ELEV: 2694.12 - - - - - - - — - - - - - - - - - - - - - - - - ELEV: 2694.75_ - I ( T ` - - - I - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - 2694 I - - - - - - - - - - - - - - - - - - - - - - - - - I ------- --- - --- --- BEGIN TAPER - - r \ � \� - - - - - _ SEE SHEET 40 FOR - - - - - - - - - - 2695 - _ - � ECR STA: 18+16.15 GRAVITY IRRIGATION, STA: 17+96.13 - �LEV122696 04 - - - - o - LINE CONSTRUCTION.' - - - - - - - - 2696 i ' ' --- ------------ ------ OFF: 14.09 LT TAPER ANGLE PT END TAPER ----- --- _ C ELEV: 2696.34 ___ _ -_________ _ o00 _-_----- ---___ ,' , STA: 22+01.15 STA: 22+51.15 -- - - - - --- _ OF 6 09'LT 00'LT -W_ - -- - 2696 _- _ -- - - - - - - - F2696.30 ELEV:F 2696.51 ------- —VGT= ------C— UGT --------- ° ----- — -- — -- ---- -- --- ----- - —� W — —IUGT uc o--OGr= J cT °� u - °�— T ° r ucr O_ UGT — UGT — UGT T 1* Lo \ O \ A GAS GAS �— GAS f GAS — O\ — — — GAS — — — — GAS p- C.� \ _-_ O N O\ ___-- _ _ O— UGT 8 N O O p — —N T - - -� — cns - - O— - uc --269 p - - - 1p - - - GAS - - - - - GAS - - - - GAS - - - - - GAS - - - - - G N--------------� N O 10�0 N N O \ r UN H+ — (n-- C� -- --------N---------------- N --- -------------------------- W O o +I Q N _ 21k99----------------- SAWCUT SAWCUT SA O SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT 00 O—S�WCUT—CD SAWCUT SAWCUT SAWCUT I SAWCUT SAWCUT SAWCUT O 0_ SAWCUT N N X N X I �`-� I O O 10 2 4 16 W 06 Ix N Ld l� I I � W I END SAWCUT - - - - — ij Z - - - - - - - - - - - - - - - - - - - - STA: 22+51.15 J E. AMITY ROAD I I OFF: 0.00' = o 0 I ELEV: 2696.55 ---------------------------------U ----------------- , ----------------------------- (n-- ------------�-------------------------------------------------------------- = --- — --- ---------- — U OT — — — — UGT — — — — UGT — — -G — UGT 0 — — — — UGT — — — — — UGT — — — — — UGT — — — — - — UGT — — — — — UGT — — — — — UGT — — — — — UGT — — — — — UGT — — — — — U G i — — — G — — — — — UGT — — — — — U L UGT �� ------------------- -------a------- -OHE OHE OHE OH OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE iip OHE OHE OHE nwc— 16 1 2 w Z) L w U C w 13 ° w 0 1 U Qa wo Of fN a O 3� o Z KEY MAP wUO N.T.S. ro V)= I Q�r CT=ofw ��0 Plans Are Accepted For Public Y Street Construction N m Z m By stamping and signing the improvement plans, the Registered a o a Engineer ensures the District that the plans conform to all District o V,o j policies and standards. Variances or waivers must be specifical— a a_ a o ly and previously approved by the District in writing. Acceptance 0 I of the improvement plans by the District does not relieve the a a 2,3,, 2700 2700 Registered Engineer of these responsibilities. z m I rn 0o BY t � � O ADA COUNTY HIGHWAY DISTRICT DATE: O O O O O O O O O O p O O p O H O O OU)p + + + +"Z (6H -H U � � a) 0-0 Ocfl O L0 00 ptD � cD O Lo 0rO o 000 J + � pD w + I— + � + Or = + ~ + + QCzQ ID O) � (D cD U � c NDj � � NNE noo N U N � w� � U U U NV) ) N CD O O N N O J_ m z a Q Q H (n (n d Q H N Q H Q H Q H N Q H N Q H Q H Q H N Z p oLd z V) V) (n (n W (n (n W (n (n W (n (n W V) V) d (n (n W (n (n W (n (n W W (n W 0 z¢ NORTH E wo - - - - GRAPHIC SCALE IN FEET o� w 2696 _ _ _ _ --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2696 0 10 20 40 to au)�� i E I ,Z a 0 o�,m o U�z z O O L o z %mNQ SHELBURNE SOUTH - PHASE 1 N o Z Q 2694 2694 V I Q0 Co zwz 18+00 19+00 20+00 21+00 22+00 PAVING PLAN & PROFILE o x� w 0 a Li Of a V)CO MERIDIAN, ID 00 xwzO 0�a� o �� Kiom ey >>> Horn z 0 zE �ow� N Ln 00 Q az © 2020 KIMLEY—HORN AND ASSOCIATES, INC. a: �� 950 Bannock Street, Suite 1100 100 z =o�� Boise, Idaho 83702 208 297-2885 0 Ln X ZO 00 DESIGNED DRAWN CHECKED00 W x w TONAL E ITC ITC TR B N �� °-o�o �' o �oFF�'S ��qy o%iF� SCALE (H): 1"=60' o i X�� Q ---� V �' SCALE (V): N/A o E=a �A,wharsbelow E DATE: SHEET NO. W J -0 o z Call before you dig. 6 1 F 00 O~w CALL 2 BUSINESS DAYS J 7 Oo CZ) 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. �� 0 I n w Of YOU DIG,GRADE,OR I x�g EXCAVATE FOR THE �0 0� 291015008MARKING OF /V 0 L'o z UNDERGROUND as w,a MEMBER UTILITIES(TIES w M c DWG. NAME j��`0 5008-PH1-PV-OFF.dw of 4� shts LEGEND K WIT NATI TOP BSERVATION , WELL COVER, 8" DIA. 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 FINISH GRADE (D CONCRETE (COLLAR), CLASS 300d ISPWC SECTION 703 OPTIONAL STORMWATER STORAGE NON WOVEN GEOTEXTILE FABRIC } WITH HIGH FLOW BYPASS WITH NON WOVEN FILTER FABRIC CHAMBERS, SHAPE & SIZE i 22 Q 3/8" DIA HALES OR SLOTS CUT INTO PIPE AT 3" ON CENTER TREES & SHRUBS F INSTALLED WITH CHAMBERS/ 8" SOLID WALL PER 8200 BMP04 JRY PER MANUFACTURER rA I 1 5 ARE NOT PERMITTED CHIPS, INSTALL WOVEN PIPE 5' LONG I 1 O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE. INSULATED, SINGLE- ON TOP OF SEEPAGE GEOTEXTILE PER 8200 BMP04 I k,, k - �_, { ° , 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 6" MIN TYP 8" DIA. CORRUGATED HOPE OR I� ® PIPE SHALL BE PERFORATED PVC, ASTM 13-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" DRAIN ROCK [SCHEDULE VC WALL DRAIN PIPE PERFORATED PER I ;' ° ` ` " ` ° d ,- �• • PIPE. DRILLED WELLS MAY USE 4" PIPE ll. t. _ " d`, NONWOVEN FILTER FAHRIC AROUN[) OPENINGS AND BOTTOM, FAHRIC OVER CHIPS/DRAIN ROCK FOR COVER,SEE \\/�//\/ BELOW. e ;;. c;:<r:.;::1};.;.;.1;,,:•;::.;<.--::; NOTES BELOW /\ \\/ \ R, SEE FO COVER, EE F s \/\\ �11 a 3 co ,. ❑ POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 L85/CY N A E 1 NO ES PAGE 1 AP '+ BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. LEV o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /\�\j\\j \/\%\ CHIPS;e;• '�,.'t�. , ,. °=�;. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES BOTTOM PERF \ =' '•.ti , ATER H-r 0 0 0 0 0 0 1 8" STD o o 0 0 0 0 0 0 CONN C 0% SLOPE ` 0% SLOPE /\\/\\//\j\\\ 3 W8200 BMP04XBETWEEN + VARIES SEE LAN SHEETS 5 PLAN CONCRETE COLLAR NOTES: CHIPS AND 2 DRAIN ROCK o I 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR Uo I STORM DRAINAGE FACILITIES • EPTH PER -, W1 N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING DR BY EXCAVATED PITS 2" WASHED MANUFACTURER CLOSE TOP & SIDES VARIE -SEE \�\\\/\/\/\\j\\ < 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD )RAIN PLAN SHEET D \\�\\j\\,\\j/\�\ 2 SH D D AIN 2' SHED DRAIN N NWOVEN ROCK WI ILTER 4, OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 1 OVERLAP WOVE A K OR CHIPS F BRIC PER 8200 BMP04 O NON WOVEN GEOTEXTILE A MINIMUM ISPV C 801 OR ASTM. SPWC 801 OR A T of 1-FT ON ALL SIDES a PIPE BEDDING 33 FILTER SAND' 1•5_ 33 FILTER SAND 18 I 3-FT ISPWC 801 OR ASTM I 01 OR ASTM. _ X H W 1.5-FT 1.5-FT TRANSITION 5-FT IN `ELEVATION �, ..C33,.FILTER SA C FILTER_ SAND.; a l." =. `•a.'� # NONWOVEN FILTER FABRIC PER BED NON-PERFORATED "•; "', "` 8200 BMP04. OVERLAP MINIMUM OF TO PERFORATED PIPE C] I SECTION 1U. 1-FT TOP AND SIDES ONLY I 1 `--►A XTEND 2' MIN INTO w s I 3' IDTH VARIES PER PLA 15' MAX WIDT FREE DRAINING MATERIAL w GENERAL NOTES NTS OPTIONAL CHAMBER STANDARD � SECTION CONCRETE COLLAR s 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION j N.T.S. 2. ALL VAULTS, MANHOLES,&SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED SECTION -E 3. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS NTS ~ < a 4 IL 4. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS w 5. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUMF_____WIDTi -- 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 4 ' ;> 4�- 9 4 .� 9. 1.5-FT FILTER SAND ALLOWED FOR THIS BMP AND BMP 10 ONLY.ALL OTHER BMPS REQUIRE 3-FT SAND 1', 11. THE DESIGN ENGINEER IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE SUBGRADE 4 SERVATI N SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE WELL r+ 4 _ 5 12. SEE BMP01 FOR SAND/GREASE TRAP DETAILS 18"PERF PIPE WQ 12"PERF PIPE o 0 FOR SEEPAGE BEDS BEDS IN PUBLIC RIGHT-OF-WAY F- BYPASS 1. A MINIMUM 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED z PERFORATION SCHEDULE --BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PITRUN Ld OBSERVATION 3/8" PERFORATIONS IN VALLEYS --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 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 STORMWATER SEEPAGE BED WITH STANDARD DRAWING ACHD STORMWATER SEEPAGE BED WITH STANDARD DRAWING FORIDAHPUBLIC WORKS GROUNDWATER STANDARD DRAWING FORIDAHO STANDARDS PUs IC WORKS GROUNDWATER STANDARD DRAWING DESIGN GUIDELINES BMP 04 DESIGN GUIDELINES M CONSTRUCTION OBSERVATION WELL SD- 627 CONSTRUCTION OBSERVATION WELL SD- 627 OPTIONAL CHAMBERS SHT 1 OF 3 OPTIONAL CHAMBERS S IT I�OFO 4 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 NATIVE MATERIAL OR MIN 2' WIDE ASTIIA C-33 FILTER SAND WINDOWS AT LOW POINTS. LENGTH DEPENDENT ON b INFILTRATION REQUIREMENTS (TYP) EDGE OF TRAVEL WAY GRAVEL. SHOULDER N 47' R/W 81' R/W BACKSLOPE, 19 GRA55 ALLOWED 16.5' 16.5' 1 22' MEDIAN 22' B/C B/C B/C B/C A PLAN 5' 5' '5 5' �z N.T.S. S/W S/W S/W S/W ow 3' GRAVEL OR WIDTH, SEE NOTE 5 o << PAVED SHOULDER C w o SEE NOTE 4 0'N VEGETATION 'Io 2.01. 2.�°�� a V) EI�GI a> DEPTH, c n< TRAVEL WAY SEE NOTE 5 SEE NOTE 2 P� �_ `3'1 4 F3 ¢:r �nt>x �' MAX �' MAX o ��OR MA 5 0?- 3" ROLLED CURB & GUTTER N 3r CONCRETE SIDEWALK CONCRETE SIDEWALK 6" VERTICAL CURB PER ACHD SUPPLEMENT PER ISPWC SD-702 PER ACHD SUPPLEMENT NATIVE SOIL TO ISPWC SD-709 PROP. PAVEMENT SECTION PER TO ISPWC SD-709 PER ISPWC SD-701 Y Q w� of EONLyTHIS 3" ROLLED CURB & GUTTER "LOCAL ONSITE PAVEMENT SECTION" "� GRASS ALLOWED DETAIL ON SHEET 03. 6 VERTICAL CURB PROP. PAVEMENT SECTION PER N IT 0J NATIVE MATERIAL PER ISPWC SD-702 PER ISPWC SD-701 "AMORITA AVE PAVEMENT '<m ON BACKSLOPE ONLY 3 < OR 3' DEPTH OF ASTM C-33 SECTION" DETAIL ON SHEET 03. o ( FILTER SAND WINDOWS 1-- a 3' < 0 �o z a3 < = U z co a- 2 M N TYPICAL LOCAL STREET SECTION N.T.S. AMORITA AVE SECTION N.T.S. �_ Plans Are Accepted For PublicLn W MIN 3' SEPARATION DITCH Street Construction Y o INVERT TO GROUNDWATER/ o m ``w BEDROCK REQUIRED By stamping and signing the improvement plans, the Registered 0 SEC•r•10111 ILL-A Engineer ensures the District that the plans conform to all District a a- o o MAX GROUNDWATER policies and standards. Variances or waivers must be specifical- w 0, o co N.T.S. ELEVATION ly and previously approved by the District in writing. Acceptance 00 o z a of the improvement plans by the District does not relieve the o z a Registered Engineer of these responsibilities. z 5 TRANSIITION NOTES: STD 3' ROLLED CURB SECTION STD 6" VERTICAL CURB BY DATE: E w= 1- BORROW DITCHES SHALL BE DESIGNED TO CONVEY RUNOFF TO A DISCHARGE POINT OR INFILTRATE ADA COUNTY HIGHWAY DISTRICT o > » STORMWATER. SIZE FOR 100-YEAR DESIGN STORM. (PER ISPWC SD-702) (PER ISPWC SD-701) F) o ww 2. DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 SAND WINDOWS IN INVERT. BACKSLOPE OF I I LO a v, BORROW DITCH MAY HAVE GRASS. E moY 3- IF SAND WINDOWS. ARE USED IN LIEU OF CONTINUOUS SAND TRENCH, PROVIDE DRAINAGE CALCULATIONS 25 I I ai /"gym TO SHOW INFILTRATION OF 907 VOLUME IN 48-HOURS IS MET. PROP. BNDY I I LOT LINE .f,'- o p 0o w z 4, 4;1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS ?45 MPH, 3'1 MAX SLOPE DF GRAVEL SHOULDER FOR �a''I z v o Z)� ROADS <45 MPH 37' 35' LANDSCAPE PROP. VINYL �` /X�a 5. BORROW DITCH WIDTH AND DEPTH VARIES BASED ON SIZING REQUIREMENTS R W I AREAL WALL ' ��'�� SHELBURNE SOUTH - PHASE 1 a zQ 6. CURBING MAY BE #REQUIREDPVMT EX. / o m z a 7. USE INTENDED FOR UNDEVELOPED, RURAL ARTERIALS I I N I (VARIES) Boaz 2017 BORROW DITCH STANDARD DRAWING PROP. 5' I PAVING & DRAINAGE DETAILS �Xo ACHD SQRDMEAN DESIGN DETAIL �S PVMT L/S I, 1 PROP. GRADE PREFORMED EXPANSION JOINT o ;=N EX. GRADE�(VARIES) 5 I 1 BENCH MATERIAL SHALL BE INSTALLED w NCO00 I 2_0% S/W BENCH FLOW LINE AT ENDS OF TRANSITION SECTION MERIDIAN, ID J �Lnw¢ MATCH EX.� 4: o a� PROP. PAVEMENT SECTION 1 MqX 3'� MAX PAD GRADING AND o Ln :3 �� TO MATCH EXISTING SWALES PER TYPICAL ey >>> Horn z0(n PAVEMENT SECTION . PAD GRADING DETAIL CURB TRANSITION DETAIL Klom 0 0 CD Y) W D "Ln co PROP. EOP (MODIFICATION TO ISPWC SD-707) N.T.S. co aQ* BORROW DITCH PER © 2020 KIMLEY-HORN AND ASSOCIATES, INC. co vlco�z EX GAS LINE ACHD STD DWG DTL 05 950 Bcnnock Street, Suite 1100 Z =oo 0 D EX ELEC. Boise, Idaho 83702 208 297-2885 x Z- xdo PROP. 18" PVC DESIGNED DRAWN CHECKED W X CONCRETE SIDEWALK IRR. LINE. ITC ITC TR B N PER ACHD SUPPLEMENT SS\ONAL ENG o o TO ISPWC SD-709 ` �• Q�oF`��F�yo�tiF�� SCALE (H): 1"=60' U E , �� SCALE (V): N A W =a o E J Know below. w U o� Call ler«eyou dig. -P 6 VE DATE: SHEET NO. Uj 0 0�� AMITY RD TYPICAL SECTION N.T.S. CALL BUSINESS DAYS �, s7 Oo a 8 31 2020 Uj O Zp IN ADVANCE BEFORE N PROJECT NO. �� z I w o YOU DIG,GRADE,OR >,x m g EXCAVATE FOR THE Q 291015008 w 0 MARKING OF N M CQ DWG. NAME a �Co z UNDERGROUND w,< MEMBER UTILITIES w iX=o 5008-PH1-DTL.dw of 40 Shts STREET LIGHTING AND SIGNAGE NOTES �1 INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. MATCH LINE SEE SHEET 25 INSTALL TYPE 11 STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. - - _ _ ❑3 INSTALL 30"X30" STOP SIGN WITH STREET NAME 1 SIGNS PER MUTCD R1-1 AND ACHD STD DWG I N 1 TS-1114. Lu � ® INSTALL TWO-WAY LEFT TURN LANE STRIPING PER Q Q ACHD DWG TS-1112.02. _ _ INSTALL STRIPED MEDIAN ISLAND STRIPING PER ACHD CL CL DWG TS-1112.02. - - - - © INSTALL 4" WIDE EDGE OF LANE STRIPE 2' FROM EDGE OF PAVEMENT. I I MATCH LINE SEE SHEET 25 STREET LIGHTNING NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN _ _ _ _ ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE i MATCH LINE SEE SHEET 25 ISPWC, AND THE NATIONAL ELECTRIC CODE. 31 /�j 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT C I HTTPS: //CITIZEN PORTAL.MERIDIAN CITY.ORG/CITIZENACCESS/ 'Q� I 5 TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND 32 I FOR THE POLE AND ASSOCIATED WIRING. / - - - - 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX 4 LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF FUTURE SHELBURNE I THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL _ _ _ _ _ _ BLOCK 2 PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN SOUTH PHASE 2 33 J XXXXXZ �- - - - - PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL NOT A PART I I I 2 XXXXXZ 2 Q Ix INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898 5500 FOR QUESTIONS REGARDING 30 24 I APN UTILITY CONFLICTS, OR TO ACCESS LOCKED METER I I I O I I Q I S1128449082 PEDESTALS. ` I 34Co PHASE 1 PHASE 2 — — — — I BLOCK 4 10' I 10' - - - - 10 29 I 25 STORMWATER I STORMWATER STORMWATER ESMT ESMT I ESMT 35 5'I 1 5' 5' I5' s/W —s W- - - - - _ _ I III / — — -S/W S/W I 11 ;1�1 33 I I I 33' B/C I I B/C I , xxxxxz 2 36 I I 28 26 i XXXXXZ 2 47 I I 47' I 2 t I i R/W I R/W 3 I — — — — XXXXXZ � 2 I I F Ci I n 25 ysO � — - - — I _ _ 27 — — — —I _ / - — — — — SHELBURNE OR SOUTH C) I PHASE 2 M � — — _� _ (n - °D —1, — E. GRAYSON DR. o� _ a— I — — — 0p w0 I I 3 r I I KEY MAP �� I I I I I I I I I N.T.S. (� o �o `u ' � 5 4 I I vj I I I BLOCK 1 0 � � r 3 Q � � w Ie J 73 w o = = I 2 '� Q I h 2 3 4 5 6 7 �Y NOTE: Z JF 1. SIGN CONTRACTOR OTHER THAN ACHD MUST BE "} p� p BONDED WITH ACHD AND MUST OBTAIN A NO-CHARGE J zM wJ BLOCK 5 I I I I O I I I I I f RIGHT-OF-WAY PERMIT. o z o� ' I I �/ I II 2. REFER TO SHEET 03 OF THESE PLANS FOR Q 11 I HORIZONTAL CONTROL LINE AND CURVE DATA. o IL ' I j l a = U a° LLI oU)= j 50.00 385.00 XXXXXZ 2 I I l 11 Y �Z = ' 1 XXXXXZ 385.00' 150.00 °' o XXXXXZ MATCHLJ o C� 5 - - 4 6 ----- 1 1 x EXISTING a oo _ - - - - - - -6 STRIPING. NORTH p n -- -- - - - - - I� w� - --- ---- - - - - - - pQ --- -- -- - - --- -- x --x----x _ - - ----- --- ----- --- FOUND ALUMINUM ZQ - - _ - - - - - - - - - ___--- ___- GAS - vS AR O - - - GAS - - _ CAP MONUMENT AT - - - - - - ---- GT - - - GAS SE CORNER OF SEC GRAPHIC SCALE IN FEET - - -_ -_ -- - GAS so W - --- --- ---- - 28, T3N, R1E. 0 20 40 80 m - W N S89°14'43"E 2660.54' � E N �oY W �� r �m � z o wZ MATCH 0 E. AMITY ROAD 0 Z 0 ' ixf� EXISTING o \ \ OBLITERATEJ MATCHY SHELBURNE SOUTH - PHASE 1 `? STRIPING. N 73-0 Zo r7 EXISTING EXISTING cn0°a Qo STRIPING. STRIPING. ��zo LIGHTING & SIGNAGE PLAN -_a-w� II N~W C 2- �0oQ MATCH —J 385.00 — MERIDIAN, ID j co �� IA A►PPR VED FOB L'jw EXISTING XXXXXZ IIDAMO oQ'3 STRIPING. 1 e- CONSTRUCTION Im ey ))) Horn Z _`J~ — These plans andlor s ecificabons have been reviewed for z N oo FOUND BRASS CAP 6 - - - - W p a i Z~ MONUMENT AT _ - --- ----- J compliance with Meridian City Standards .and Specications. This © 202o KIMLBY-HORN AND assooiaTBs, INC. m a� - ------ ------ - - �; W review does not relieve the owner, engineer, or contractor of the 20 U v``'i'Z SW CORNER OF SE OF 5 Bannock Street, Suite 1100 Q d w —� `=T — =CT — _------- 'i �cT — — — ucr � responsibility to design and/or construct those facilities incompliance Z 0o SEC 28, T3N, R1E.=m�� --_---- __ __ � O Boise, Idaho 83702 208 297-7885 � a Z� A A A s with all current applicable federal, state and local laws, rules, DESIGNED DRAWN CHECKED N C)p �` - _ s m regulations, ordinances, development agreements, specifications, a ` - Q orders or approvals, all of which the City retains the right to enforce. Q SS��NAL ENG ITC ITC TRB ao to W Inconsistencies not noted by City staff shall not be construed as V • oFF S�yys ��F SCALE (H): 1"=40' o E i 3w LLJ approved unless specifically addressed in writing by the City. Any \ Q � V I F� �U _--- - --- -- - ------ ��/ SCALE (V): NONE W E r J MATCH - _-- proposed revision to these plains must be submitted for review and s - UGT — - SIT UGT w,�„ haftbelo�nr. FOP VE DATE: SHEET NO. o �� ----- oHE -- oHE- -- EXISTING __= X=_=-===X =X=__ -===X- - X-- compliance with the Meridian City Standards and Specifications Calll�reyoudig. 6 1 � i o OHE oHE oHE before said revision is constructed. 7� 0 8 31 2020 i 00�w STRIPING. CALL 2 BUSINESS DAYS J O O w O Zp IN ADVANCE BEFORE ^ N PROJECT N0. �/� o x w� YOU DIG,GRADE,OR C F 4 > x M a- Name Cate EXCAVATE FOR THE Q 291015008 W �z MARKING OFUNDERGROUND ON M COO DWG. NAME a "Z w W a MEMBER UTILITIES w iX�o 5008-PH1-SNS.dw of 40 shts STREET LIGHTING AND SIGNAGE NOTES �2 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN \ \ I STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. Pig GIRR ❑ — - 12 - X 13 x STREET LIGHTNING NOTES / ), I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN °\ 12 �� ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, \ / THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE \ / APN# APN# ISPWC, AND THE NATIONAL ELECTRIC CODE. S1128438410 S1128449300 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN 2 XXXXXZ 11 / �` PORTAL AT HTTPS: //CITIZEN PORTAL.MERIDIAN CITY.ORG/CITIZENACCESS/ \ TO OPEN A PERMIT AND REQUEST INSPECTIONS. oz� 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE \ / CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND / /\ FOR THE POLE AND ASSOCIATED WIRING.\ / 1 / 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM \ \ � TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM z� WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF G � THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL tK'\ \� �p��c�� 9 PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL / INSPECTION. / 6. CONTACT THE CITY TRANSPORTATION AND UTILITY \ / COORDINATOR (208) 898 5500 FOR QUESTIONS REGARDING 8 / UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. APN# `�� \ \ / / 7 / \ � CrWEg� AFCI�'I�+0111EI� FCCR S1128438550 \ �% CONSTRUCTION / These plans and1or specifications have been reviewed for 6 / compliance with Meridian City Standards and Specifcations. This 1 \ / review does net relieve the owner, engineer, or contractor of the \ responsibility to design andlor construct those facilities incompliance \ / with all current applicable federal, state and local laws, rules, `C regulations, ordinances, development agreements, specifications, \ / orders or approvals, all of which the City retains the right to enforce. xxxxxz 5 p� y 1 2 .� Inconsistencies not noted by City staff shall not be construed as / �' / approved unless specifically addressed in writing by the City. Any 2 C\ \ proposed revision to these plans must be submitted for review and I tK / compliance with the Meridian City Standards and Specifications / before said revision is constructed, lwlame Date w oLU z 4 N 1 / 3 / NCnw / 04 — —EG — — EG CIO Q Q ' I Q- Q� 12 / I 3 I I n 25 ' 13 / \ / 5 / / I o I i SHELBURNE IF SOUTH - 2 XXXXXZ / / / I - - - - I PHASE 2 11 47.0o I w� — — / / \ \ R/W BLOCK 3 IF �z / ow \ I / \� / 6 I 2 14 I �14 KEY MAP N.T.S. O ~z �\ / _� / /\ s�ti / BLOCK 4 \ xxxz 2 _ 1 _ r C, h / \ Ix 7 zo \ / \ \ G' / o I APN# NOTE: \ / 15 / \ ` r / 8 I E. ARABIAN DR. -0 I S11284 1. SIGN CONTRACTOR OTHER THAN ACHD MUST BE N 0) / <v� /\ XXXXXZ 49800 BONDED WITH ACHD AND MUST OBTAIN A NO—CHARGE ERMIT. 0 �� LC ��/ , ``p �P'� / \ 2 / / I _ _ 2. REFER TO SHEET 03 OF THESE PLANS FOR 16 �o��`s / \ 'D�\�'opy� / 7 / 11 I HORIZONTAL CONTROL LINE AND CURVE DATA. a CIF �/ \�\ \ I 33' I I r 17 // / 5' B/C I I Y z / I 5 1 LJ �\ / / ��S S/W 47' S/W I o \ \` O \ / 4 R/W NORTH W z Q \ �� 18 /\ cj_ — — --�I o c ' C/) / 1 I GRAPHIC SCALE IN FEET W 5} \ Q Q / 19 / \ LO Z. 9 0 20 4o so O�W J \\ 1 / \ \ I5: t0 0-:2 �� i E�oY \ \ / I a 00 20 I Z EzQ \ / SHELBURNE SOUTH - PHASE 1 05 O za cof Lox oQz MATCH LINE SEE SHEET 24 �cc,�/ \ / 21 � xxxxxz 1 8 �1�=-==��= LIGHTING & SIGNAGE PLAN a ��wo ��C' \ / i 2 1 W �a �Q I V)00 00w= � \ 22 I — — — — II MERIDIAN, ID Ln co wz bO O �W II o IL r 1 =Z3Kiom ey >>> Horn 0 23 \ 1 7 w� N�co \ I I < z~ © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m vlL<)w �\ \ I — — — — 950 Bannock Street, Suite 1100 z z m u� \ \ I Boise, Idaho 83702 208 297-7885 0 iw \ DESIGNED DRAWN CHECKED W x W 1 �S \ONAL �� ITC ITC TR B ao t0 6 �� oF S Eo OFF SCALE (H): 1"=40' 0 � MATCH LINE SEE SHEET 24 I ��% Q ` �' �' SCALE (V): NONE Ld E r=a Know wbarsbelow. RP 6 VE DATE: SHEET NO. - CO Z o W J W a"o w Call before you dig. 00 C) w CALL 2 BUSINESS DAYS 7 8 31 2020 Szo MATCH LINE SEE SHEET 24 IN ADVANCE BEFORE Cam' f N PROJECT N0. �� z I x W� YOU DIG,GRADE,OR >'x M g EXCAVATE FOR THE Q 291015008 W �z MARKING OFUNDERGROUND ON M COO DWG. NAME a "z w W a MEMBER UTILITIES w %x 0 5008—PHl—SNS.dwq of 40 shts a. SEWER CONSTRUCTION NOTES 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 0 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL + SPECIFICATIONS. N N 00 MATCH LINE SEE SHEET 32 I MH 3 STA. 4+75.53 3 INV IN: 2681.62 INV IN: 2681.62 to INV OUT: 2681.52 0 I I 2o'ssWR APN# ESMT co S1128438580 co - - - - -- —w - - = r 0° EG EG EG W — EG - EG - 2+00 3+00 � �- 4+00 ` MH 2 S 8"S 8"S 8"S 8"S 8"S 18"S cNn 8"S 8"S LLJ \\�` `8of `, ` STA: 1+01.9 3 374 1 I O Ld INV IN: 2680.0 t EG EG Z ��° INV OUT: 2679.93 Q APN# S 1128438700 I 1128438642 I FUTURE SH ELBU RN E S I SOUTH PHASE 2 NOT A PART I I UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 32 8 27 W 2 Z) W U �Z L - 29 O Ld ww �wQa O V)d U U Q w O O d a 3z Ow~a 1 N V z Nm"o 5 r �C/.)o� Q wo z �� KEY MAP w 3rno= O ~ r N.T.S. NN o o r�i�� F NOTE: N c�o 2692 �,� , 2692 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER 1 0�3 tea, r- 00� �N CENTERLINE. X2m r oo� I NN N 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z 00 awJ °' o ,� z z0 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. O W N= o 00 ASSUMED OFFSITE I Q > >> LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A } f' W + 0 N� EX. GRADE © PROP. GRADE N z z z RAMP.i i LV N ..D ® SEWER Y �oz N z O SEWER 3. REFER TO SHEET 03 OF THESE PLANS FOR a HORIZONTAL CONTROL LINE AND CURVE DATA. - - o zzZ ao — /DUO — — — — W Ux � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z p oa — — — — — — — — — — — — — — — I O >w o — ~z — i — z co z — I r — Q)0-� 2688 I 2688 GRAPHIC SCALE IN FEET 0 - � EX. GRADE — — — / 0 10 20 40 NORTH Ww L W J @ SEWER 1 Co co C U W Y / d /O Ur o XW Z Zm PROPERTY / Z E <-N i LINE �� // SHELBURNE SOUTH - PHASE 1 Of za (nOf o UTILITY PLAN & PROFILE L ZU -0 1 rf U �i �Wa N N d - �_Of2684 �'oLd= I MERIDIAN, ID �V)a 0 X� I o � z wMKiom ey >>> Horn z ��( z �OwD NLn0O J w x z3 �J © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m oa = W 010-, I :::::::AU = 950 Bannock Street, Suite 1100 Z o0 374 LF OF 8" PVC C�? 0.40% I— Boise, Idaho 83702 208 297-2885 N N o Q W DESIGNED DRAWN CHECKED W N w' � � F� N ONA� ITC ITC TRB 2680 26f 30 SCALE ( ) � 2� o0 � � SCALE (V _ /xwZ E w I CallnL' Know sore yo alg. 6 1 E DATE: SHEET N0. `o�o o w CALL 2 BUSINESS DAYS GO J 7 0� CZ) 8 31 2020 W O Zp 2678 I IN ADVANCE BEFORE � � N PROJECT N0. �� o w� YQB GRADE OR x�g E7CCA E FOR THE 291015008 MARKING OF w o? 1+00 2+00 3+00 4+00 5+00 UNDERGROUND ON DWG. Na. AME n MEMBER UTILITIES W i��o 5008-PH1-UT-1.dw lof smsa. SEWER CONSTRUCTION NOTES 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. / w MH 13 / STA: 7+41.14 M APN# INV IN: 2682.78 3 / I j S1128438580 INV OUT: 2682.68 / 00 W N I j MH 14 vWJ I 2 3 NV IN: 2683.51 - - - - - - - - - - INV OUT: 2683.41 — _ W EG EG EG EG ` EG EG EG EG EG EG EG W +00 6+00 z 7+00 8+00 W -f$'s--W „ � „ z o � H- — - Z 8 S 8 S 8„S_� Q�_Cn „ 0 cn � 8 S- 8»S 8„S „S 8„S W \ --� 266 1 o '_' I 156' 1 ---- \ EG EG EG EG N EG EG EG EG EG EG J �02, ' U ` _-- -- FUTURE SHELBURNE Q� \ N C SOUTH PHASE 2 NOT A PART Q II� Q • \��\\ \�`�\�\ ��\ PHASE LINE 13 N UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 0 0 0 H32 8 2700 2700 ri 00 Lq r'i � �ro(0 26 W 0-) co00N + NH 2 00 � Z Nz0 L r o� a 0 U Q W O c=avN ° <Z 0o EX. GRADE / oN w a Z 0 co @ SEWER 1 00 N / 2696 5 N Q U O 00�r 2696 7 �N� �/ Cn L-Y + �NH _ Q�wO Mr- Nz= — z / KEY MAP w �rQ< gNEzz N.T.S. NOTE: N Oj 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER a IOW= o PROP. GRADE CENTERLINE. a_ X2W 0 / ® SEWER 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z 00 awJ N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. _ o! N= N N _ — / — LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W �T �Z 2692 � �� — — 2692 RAMP. Y , r- 00 N i 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 o i }� + (D N N H _ i HORIZONTAL CONTROL LINE AND CURVE DATA. 2 X�Q = Q > >> / / Z >LdZ N �zzz � o + coz< / � _ — _ � z Q E o Ldo GRAPHIC SCALE IN FEET B in o i W Xw= >�,;r _ 0 10 20 40 NORTH O Zto W J to C o,y � d �O m XZ - - Q 2688 \ 2688 z U ~ N� — _ _ SHELBURNE SOUTH - PHASE 1 Of za = a) o \ vn Lao / Of z L Z O �� UTILITY PLAN & PROFILE 7 1 w— W I Lja a� W ni 1 / M 0 a f _� V'oLd= 1 MERIDIAN, ID LnV)a o �� c o �coz WNKiom ey >>> Horn z co CD N o W 0 2684 Z w 2684 !X0� z� Z W © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m Co W co W co 156 LF OF 8" PVC C�? 0.40% C� U) 950 Bannock Street, Suite 1100 z x o wC' Z Q W Boise, Idaho 83702 208 297-2885 0 _ U) Vl I-X oo J W DESIGNED DRAWN CHECKED X W = W 266 LF OF 8 PVC © 0.40% W a _ Q' o SS\OVAL ENG ITC ITC TR B z -_= V lo�Z C..) � QoFF r /�� SCALE (H): 1 =20 0 �� Q W V ro F SCALE (V): 1"=2' ::: o E=a � W K,,,,arsbelow E DATE: SHEET NO. J U-0 0 z (n Call before you dig. 6 1 F `o 0o O w CALL 2 BUSINESS DAYS J 7 Oo CZ) 8 31 2020 W O zo 2680 2680 IN ADVANCE BEFORE N PROJECT NO. 27 z I x W Of YOU DIG,GRADE,OR I X g EXCAVATE FOR THE �iE�2 MARKING OF0 0� 291015008 0 L'00 UNDERG OUND N M C� DWG. NAME w N Q 5+00 6+00 7+00 8+00 9+00 MEMBER UTILITIES W i��o 5008-PH1-UT-1.dw lof 40 sms \ 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 \ \ MERIDIAN STD DWG W1 & W2. 'C"� \ ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN STD DWG W1 & W3. MH 14 \ ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD STA: 9+23.03 3 INV IN: 2683.51 "� DWG W8 & W9. INV OUT: 2683.41— \ \ 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. 10 I 9 I 8 I 7 I o 0 / 14 INSTALL 6" WATER SERVICE SLEEVE THROUGH 00 ~ 0000 J I o0 ~ 00 ~ I o0 ~ I 0000 � 0000 1--- I 0000 1--- I M M SEEPAGE BED PER CITY OF MERIDIAN STD DWG W7. 4 STA: 9+25;11 0 o I 0 0 0 N O � 0 0 0 � 0 0 6 0 � 0 o 00 o � N Q �O ;� 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR / OFF: 23.83 LT Ld + °' `� N `�? "� `� Lq �' '� `� `� °' `� w + Ld + N TO MAINTAIN 1.5' OF SEPARATION PER IDEQ ap O + + + "6 + of + + ai + ai + + ai m r) m 0r7 � M) � r� � r� � � NM NM NM \ STANDARDS. — � � � � � � � � � � c � 10 QLL QLL QL�i Q � QLL Q � QLL Q � Qli NH NH o 1- o � � � o � � o � o � O -� 100, �' I V N I C � N � N I N � BLOCK N N I N (nl NN � �� . 3 102° 10 2 2 17 2 3 2 2 3 2 17 10 o I I I I I I s �,, - - — - - - - - - - - 80 - - - - - - - - o \ '-� ' 1 S . � ! / \ 1 t� '�pl � 1 16 j 1 92 =� "W 8"W 8" 8 'W 8"W 8"W 8' W S `X �3S 0°, OO 0 OO �� -- - - 1� ° \ ox E. JAMESON CT. ;� m - '� � 1 +oo E. JAMESON CT. 1 +oo 2 +oo \ NF-- 8"S 8"S 8"S I 8"S 8i"S 8"Sr 8"S 8"S i \ r- � 0 354' 1 SEWER CONSTRUCTION NOTES - -- _ ------ -- � � , � N ------ _ 3 \ 1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER cn o — — — _ �� 17 rn \ PER CITY OF MERIDIAN STANDARDS. o � o \ 0 INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. 2 + Ln SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND FDIVISION 500 OF THE CITY OF MEDIAIN + r I I I I w I I I Q \ SUPPLEMENTAL SPECIFICATIONS. 0' 1`0 2 14 3 4 2 14 2 4 2 6 4 2 14 3 4 2 4 2 14 3 2 � � \ � � ,� " I r I I r I N I Z o INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION HL� � � � � � ~ M � � � � � � ~ M � M � NO M � � � M � r7 � M � � � O M � M � MiY � � co — MH 17 � O 2 , o cn \ 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL No N " � 0 � " No N " � 0 � 0 0 L� 0 000 co 0 �' 0 0 0 � w �' 0 � " °0 0 °00 � " a STA: 14+48.59 rn � � � � o � o C° o �O � 0' 0 m � o � � � O C° o pLn 00oco0 � o — Ln o C° o �° � coo °OLn O MH 16 Q SPECIFICATIONS. + �i I � + + 'n + + + + 'n + + + LL + + + + + + � + + + + � INV IN: 2685.91 OM O0i o � 01- O � O0i � � � r- L� � � � � r � r6 NV) NI- (n NM N1� NV) Np + STA: 13+56.59 INV IN: 2685.91 _ _ _ _ _ _ _ _ 4 INSTALL 8" SLEEVE FOR 6" SEWER SERVICE THROUGH N INV IN: 2685.44 a LL MH 15 + `p Q � Q � Q � Q � Q � Q � Q � a l� Q o a � a 1� a 6— L a � a 1� Q � a � Q � Q � INV OUT: 2685.81 SEEPAGE BED PER CITY OF MERIDIAN STD DWG SW2. ~ L` O 1`0 L� H L� I— L- H LL 1— LL H L� LL- I— LL- LL- I— LL- I— I— I— LL- I— LL- LL- � LL- � I— Q Il INV OUT:T: 2 6 8 5.3 4 ~ 0 22 © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE � o STA: 10+02.59 3 � o � o � o � o U) o U) o No � O �,, 0NO � � cno Icno cno cno cno INo � o NOS I I I I cno I FOR SEPARATION. 14 INV IN: 2683.92 � 15 I 16 I 17 I 18 I 19 I 20 I 21 I INV OUT: 2683.82 cn O 2704 2704 UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON CC.) 01. . N O) O)LO Oo 66 E666� OCO CON p p c° c° .. �N NH C � Nz Z� Lq I-�Lc� .. 32 8 O�00 �Z ZZ ro �N� 26 27 o Cc) N O Q .. o 2700 V)Ld z z 2700 29 o��0 o � � c=aLL10 N C°00N O w a CD o + pN� 13z pN D O N // o r a - z 0 00 w NmUO = < » Ln 000') / 5 Lci CC) ro Ld 0) Lno � � p (.C)NH73 Y \ Q�wo \\ LC) NZp // z Q » KEY MAP W 2696 \\ c~n z z PROP. GRADE , / 2696 N.T.S. i��J © SEWER NOTE: 00 / 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER a o�� /� CENTERLINE. _n 3 � EX. GRADE / / 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 00 aw' \ SEWER STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. o! N= \ _ — LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W �oZ _ _ _ — — — — — — — — — — — 3. REMER TO SHEET 03 OF THESE PLANS FOR o o I rw HORIZONTAL CONTROL LINE AND CURVE DATA. W a-00 - - - - - - - - - - _ p/O O W OD X Uw N Z 6 oQ O '�z 2692 - 2692 co za E o Ldo � GRAPHIC SCALE IN FEET 0 'o—� 0 10 20 40 N`�� L Z W W \ to to E o L Y 12" RGRCP ��om STA: 11+31.27 0 x z z WZ INV: Q—moo 0 U V)» zQ SHELBURNE SOUTH - PHASE 1 o cza O Lao � U W zo UTILITY PLAN & PROFILE = mow- 2688 2688 - N-�< W N lJ -F 7=it a V'o�= MERIDIAN, ID vwi a LU 00 00 Ln o a�� Z �� — aKiom ey >>> Horn z oco0 N o 92 LF OF 8" PVC @ 0.40% _ = a �"z . m © 2020 KIMLEY-HORN AND ASSOCIATES, INC. W 010-, 354 LF OF 8" PVC @ 0.40% W 950 Bannock Street, Suite 1�00 Z _ -,� LU Boise, Idaho 83702 208 297-2885 N N �� DESIGNED DRAWN CHECKED W 2684 " _= 4 80 LF OF 8" PVC © 0.40% a�, I Q'� ° ASS\ON��AyyLs�EN�� ITC ITC TRB N 3� Q��__� V r� ��F� SCALE (�/): �,>_20 0 ixw� o B=a �,�rsbelow E DATE: SHEET NO. W J L)-0�z Call before you dig. 16 1 F L 0 or w 2682 CALL 2 BUSIQ6j3kAYS 00 �7 0� CZ) 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. 28 z I w YOU DIG,GRADE,OR I v "Z)D- 10+00 11+00 12+00 13+00 14+00 EXCAVATE FOR THE �0 0 o � 291015008 0 LL' z MARKINGUNDERGROUND as �w,a MEMBER UTILITIES(TIES W M c DWG. NAME i�E, 5008—PH1—UT-1.dw lof 40 sms WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. 12 INSTALL 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN STD DWG W13. 13 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. I I 2 BLOCK 3 II I I MH 5 MH 18 // STA: 12+21 - STA: 9+94.03 rn F__ INV IN: 2683.8g � INV IN: 2688.03 � J INV OUT: 2683.78 N INV IN: 2688.03 o I I I co I — INV OUT:-2687.93 — — — + Co // cn 13 STA: 10+15.96 < o 00 OFF: 16.02 LT 1 Cn / I F-- LO L, LU W FUTURE STREET N W N Uj _ C I ti 8"W 8"W B O LJ J _ W 1_ W CY) 118 1 0 9p LU I r _ U J N L NO � I ° 10+00 ,.5 11+00 (o 1 12+00 LLJ 0 (0 11+00 S 8 _ 8SU) Its 8S 8"s z S �S 8"`= = 8"S 8"Sz N o w 227' 1 o o 139'� E. ARABIAN DR. Co _ Qw U V) I C SEWER CONSTRUCTION NOTES Cn 73 `S'. 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER 11 I PER CITY OF MERIDIAN STANDARDS. — — — — — — — — — 70 SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD MH 4 \ ( cn N CLEANOUT SOUTHPARK STA: 9+94 DWG S1. INV IN: 2682.87 I 00 STA: 11+33.51 7 SUBDIVISION INV IN: 2682.87 �` BLOCK 2 INV OUT: 2688.87 FUTURE SHELBURNE INV OUT: 2.8 77 APN# SOUTH PHASE 2 I� S1128449800 NOT A PART I I 10 II W UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON � 00 SHEET 01. H M �N O ± �~ z N=) Q O bi o 0 cn Cr? H32 8 0 2696 O r- 2696 o M M rn 26 27 UZ N(o 2704 `n0000000 CO� EX. GRADE 2704 L rn N + N N H C� SEWER W + N� c W QQ 0) �_ NZ z0 o V) Z O �_�� Q • » EX. GRADE rn o 00 = ~ zzz Qo mU) Fyzz SEWER 00 i z ,n ao 10 No Q�z \ � � N O 00 00N � / 1 �Cn E 2692 — L .. O 2692 PROP. GRADE Q; w0 _ \ V, Fhz z 2700 © SEWER 2700 KEY MAP 3rno� r co N.T.S. NOTE: 10o — — — — — — 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER Na 0�= CENTERLINE. _ a_ x 2 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z �m 00 0-w W STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. _ 0 0= LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W i i LV) RAMP. lep 3. REFER TO SHEET 03 OF THESE PLANS FOR o " 2688 2688 HORIZONTAL CONTROL LINE AND CURVE DATA. a oz< z_ z_ �X0� >0 2696 >0 2696 Z >zo nU r'� U o rz co za E n wo GRAPHIC SCALE IN FEET 0 N x0= >-s r 0 10 20 40 NORTH O Z W W to d N� EpOY I a Qo0m z CI o xwz Z w¢ 2684 z U V) J W Q-moo In zQ IV-0 = w 4 2684 SHELBURNE SOUTH - PHASE 1Of o z a J LU (� cn 0 = W 227 LF OF 8" PVC C�? 0.40% Cn Of N V) � Q w 2692 2692 UTILITY PLAN & PROFILE a)—aa L z0 7 1 w— -�W N Q Wl== l�l �_0 V'oLd= W MERIDIAN, ID LnV)a 0 a� oCDV)� WC~ Kiom ey >>> Horn z CD V) z 0 NLno0 J W x 2680 �Z 10+00 11+00 12+00 2680 = LU 139 LF OF 8" PVC @ 0.60% © 2020 KIMLEY—HORN AND ASSOCIATES, INc m 0 Co�W = 950 Bannock Street, Suite 1100 z =o,L 2688 O U 2688 Boise, Idaho 83702 208 297-2885 0 �� Q W DESIGNED DRAWN CHECKED CL Ln X 'W(n W ITC ITC TR B �r �I o�o �oFF ��yy O%FF SCALE (H): 1"=20' o i X�� V SCALE (V): 1"=2' W o E=a �,�rsbelow E DATE: SHEET NO. W J u-0�z Call before you dig. 16 1 F 0 0 ow 10+00 11+00 s Y�} o CZ) 8 31 2020 W CALL 2 BUSINESS DAYS 7 O Zp IN ADVANCE BEFORE N PROJECT N0. �� z I x W Of YOU DIG,GRADE,OR >x�g EXCAVATE FOR THE �0 0� 291015008MARKING OF 0 L'0 z UNDERGROUND as w,a MEMBER UTILITIES W M c DWG. NAME ix�0 5008-PH1-UT-1.dw of 40 shts a WATER CONSTRUCTION NOTES Ell INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN J CO J b H \ \ \ 37 06 o �\ ` \\ FUTURE SHELBURNE N _ PAVED AREAS PER CITY OF MERIDIAN STANDARDS. N + n + 00 \\ ` \\ SOUTH PHASE 2 w • w ❑3 INSTALL 3/4 DOUBLE WATER SERVICE PER CITY OF cn MERIDIAN STD DWG W1 & W3. N �o \`, NOT A PART = = BLOCK 4 co 3 I — — — Q � C° ( © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD V) 0 V) 0 � � � � ZI— `\ w d DWG W11. o v, o MATCH LINE SEE �' o � J 6 0 00 12 1 p' 12 + � w + N;\\�\\ v — — — — — — — — „ I SHEET 34 N - °D r`' N��.\ ' Ld 00 F ❑7 INSTALL 8 x 8 x 8 TEE. CL BO c~n o cNv c~n LL. o + m Q 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. \ M O H 7 10 \ \ \ z � � J � J \ \ ci ¢ � 00 -\ \ w I-- L� 0 6 � 12 INSTALL 2" BLOW—OFF ASSEMBLY FOR FUTURE WATER \ z co l- 0 \ \\\ m cn o + 00 _j I + N I MAIN EXTENSION PER CITY OF MERIDIAN STD DWG 1 p `? PHASE LINE 3g v o No J No J Q `n �°°'' J I W13. 291 1 `\ \` Q w + � 00 o Co o (n L'ro 13 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. . co � o � o 17 Ld `n `� `n - � 3 ( o`n � "yy 8" o 00 I 13 N I 14 INSTALL 6" WATER SERVICE SLEEVE THROUGH O ,F�71 zz �' � o � o Q � i SEEPAGE BED PER CITY OF MERIDIAN STD DWG W7. � ¢g 40 1 r w cn cn cn o 10 16 13 MATCH LINE SEE SHEET 3 13 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO I 95° 64 1 13° 8•, \ \�� — — — — — — — � — — I — MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 1 13+00 W I ` I 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR . i 8 '$ L=157' ** \ I TO MAINTAIN 1.5' OF SEPARATION PER IDEQ R=400' o pee . STANDARDS. HMIII _ 107' 1 8 0 T W a.-- W 1 1 8aW 8"W I Rn tovJ 4 p0 162° 8S 0 69 1 9 W � � � � _ o�� O. W co 16 2 14 \ p o r� m 0 15+00 16+00 00 � m 3 1 8S 8s 8S 8S W 8"S o - � LO � ¢ 126' 1 177' J SEWER CONSTRUCTION NOTES + + N + � Ln � I � N off 2 -= U 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER w 1__ o L. `n L N Q� PER CITY OF MERIDIAN STANDARDS. o o o M � Lr) co o o �� 6 \ N 2 INSTALL 4" SANITARY SEWER SERVICE C�? 2.0 MIN. • I o N o I \ I SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND MH 7 1_(n Q � o I �¢� 2 \ I DIVISION 500 OF THE CITY OF MEDIAIN STA: 12+61.25 I � wo M C° m I I SUPPLEMENTAL SPECIFICATIONS. 3 INV IN: 2685.85 o � CI, 3 2 I 3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION INV OUT: 2685.75 MH 8 Q + N � 0 I M oo I EX. 8" WATER I 3 STA: 13+25.29 N t N + Ln � o � 1 I MAIN I 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL PHASE LINE INV IN: 2686.21 � oo o MH 10 SPECIFICATIONS. a LL N r7 00 CONSTRUCTED INV OUT: 2686.11 o STA: 15+58.10 Q + � + 3 PER SHELBURNE BLOCK 5 MH 9 Cn o 0-) N 2687.34 I EAST—OFFSITE . 5 I Q iL_ Q INV IN: 2687.34 WATER PLANS STA: 14+31.93 3 I 1- LL_ � LL_ INV OUT: 2687.24 I ® INSTALL 8" SLEEVE FOR 6" SEWER SERVICE THROUGH 4 INV IN: 2686.74 N o V) w UNDER SEPARATE INV OUT: 2686.64 3 I 2 I 1 N PERMIT. I II � I SEEPAGE BED PER CITY OF MERIDIAN STD DWG SW2. III © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE ** MAXIMUM DEFLECTION PER FOR SEPARATION. MANUFACTURE RECOMMENDATIONS AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 2700 2700 0 32 8 _ o o N 26 27 o mn r�r 2 o Cd 4 ri ri CO Uz O o Lo 400 CON LO o + rn cfl cfl 29 6 w In lC) p In N N o 0 o Sr z z 2696� V »a N C+ 00 n00flN N � �c0 :2 U) Z 0 1 �Q C-4 + ��N LI�Cfl N-,-z r� cflNF N(6� ' 1 �Q�0 = < �» � NZ� � N�N 5 mar � (nFyzz 00 o + MCD NH r)wOfU = < �» NZ� o��Y � cnO'Zz - — — - - - - - - - - - - Q�zo PROP. GRADE = Q » — _ - - - - - - - r — ® SEWER EX. GRADE Cn z z — _ — — _ KEY MAP N 1 / � � ® SEWER - - - - 7°'p J Qm �� _ _ - - - N.T.S. _ - - - - - - NOTE: N I OD — — — — — — _ 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER �coa-o 2692 - - - - - - _ - - - - 2692 1 0�� — — CENTERLINE. _�'23 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z � X�m 00 awJ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. _ 0 V)= LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W i i�� N RAMP. le'_oZ ? w 3. REFER TO SHEET 03 OF THESE PLANS FOR o J� o HORIZONTAL CONTROL LINE AND CURVE DATA. jo 00< U w L C9 m 6 Xn< W M o _oV) o wz 12" RGRCP Z o o'z STA: 13+84.06 __J W a E o-o 2688 = W 2688 GRAPHIC SCALE IN FEET I X�� INV: 2687.76 = 0 4 o w J U 0 10 20 40 a� � NORTHto o �Y 126 LF OF 8" PVC © 0.40% Q W XL z 107 LF OF 8" PVC © 0.40% o L Q C0 z �Q 64 LF OF 8" PVC @ 0.40% o U F- SHELBURNE SOUTH - PHASE 1 Of za O a v) Lao ir zo UTILITY PLAN & PROFILE :3 V w0 - I a Li �_Of V'o = 2684 2684 � MERIDIAN, ID oV)Q LL,a� 0 �-zKio m a >> orn z o000 �x 2682 2682 z- © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m ar 13+00 14+00 15+00 16+00 950 Bannock Street, Suite 1100 0 �w z =C'�' Boise, Idaho 83702 208 297-2885 N �� DESIGNED DRAWN CHECKED W a-w' �' ° �cvONAL fN ITC ITC TR B N E 3� �� Q��__� V r'9 ��F� SCALE (�/): �,>=20 0 ixo � o B=a �,�rsbelow E DATE: SHEET NO. W J -0 o Call before you dig. 6 1 F `o O~w CALL 2 BUSINESS DAYS J 7 Oo CZ) 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. 30 z x 1 w Of YOU DIG,GRADE,OR x�g EXCAVATE FOR THE �0 0� 291015008 0 z MARKING OF /V UNDERGROUND as w v a MEMBER UTILITIES(TIES w M c DWG. NAME jx�o 5008—PH1—UT-1.dw lof 40 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. 12 INSTALL 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN STD DWG W13. 13 CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF. 14 INSTALL 6" WATER SERVICE SLEEVE THROUGH SEEPAGE BED PER CITY OF MERIDIAN STD DWG W7. 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 28 26 r N 2 I O c 3 I BLOCK 4 c 4 o00 co + o + o o 00 co oao Jcd I i i li r-, I I c~no II i i i c~n0 Q � MATCH LINE SEE SHEE 38 13 - - i i 12 - I - - - - - - MH11- - - -moo— MH22 - - - - - - - i i STA: 17+34.63 STA: 18+25.10 BLOCK 2 27 INV OUT: 2688.40 3 17 INV IN: 2687.92 3 1 INV OUT: 2687.82 i N BO -- oo � W � I 8"W, Bo = 12" 2" ! 12" "v�' ! B0 8"W 8"W B APN# SEWER CONSTRUCTION NOTES 69 � 1 117 0 i i W _ _ _ 9 _ i S 1128449082 W � E. GRAYSON DR. - M m i i I 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER 17+00 18+00 00 10 I i i PER CITY OF MERIDIAN STANDARDS. 8"S SS 8"S � 8"S 8"S "S I I 18"S 8"S 78" 177' LU 177' 1 139'� Cql i i �; 0 INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. Z SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND J DIVISION 500 OF THE CITY OF MEDIAIN r Lo SUPPLEMENTAL SPECIFICATIONS. ------------- ---- U (D INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 04 SPECIFICATIONS. 19.26 I 30.00' I INSTALL 8" SLEEVE FOR 6" SEWER SERVICE THROUGH 0 SEEPAGE BED PER CITY OF MERIDIAN STD DWG SW2. 3 2 2 14 3 4 2 ~ 2 3 2 ' �� EX. 8" WATER I I 2 I I I I Q I 70 SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD r� = ro M � g MAIN I cow cow cow g cow o � � Q � :2 n o � (0 I-_ o � DWG S1. CONSTRUCTED I Ln 0 0 0 0 0 z CIO 0 0`00 0 N o o w � 0 0 0 .4-0 I i PER SHELBURNE I + C - + Lq + `n - + rr; + Lq + r�i z I N N + `n + Lq + EAST-OFFSITE ('0 � ° a_ r r- m 00 � � i`�n II CLEANOUT < LQ N N STA: 19+6 4.51WATER PLANS a aw F__ a � aim aim 7 UNDER SEPARATE I � w I � w � w I O I w o I BLOCK 1 � w I � w � w I INV OUT: 2688.76 cn O N O cn O C/ cn O co cn O cn O cn o N PERMIT. i1 1 I 2 I 3 I 4 I 5 I 6 I 7 I UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 2700 2700 32 8 26 27 W 0 it Z o 0 L o 29 6�ow o 0 0 �w�Q � o o c0 Q w 0 O � �N o O L0 00 n¢ 00 �jr-� r�00 o O N cfl co H N ¢o � 00 00 ro � '0 p �a + �cOCON (0No0 0ol�co Om (~ 0 z � cpN NH 4 0000 N 400N N� m== 2696 - + rn .. oo o N wag� 2696 5 r)wofU _ < >> � Cfl� N � NZO J � —Z Cn0- Z_ Z_Z � N 0cnF— Q g N _ z zwo . < E Z 0>_ © SEWER �, z KEY MAP w 3rno� r N.T.S. - - _ - NOTE: N ��0o _ - - - - - - - - - - - - - - - - - - - 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER _0�~ - - - - - - - - - - - - - - - - - - - - - - - CENTERLINE. �W 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z L PROP. GRADE i STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. i00 a_¢ 1 o I < EX. GRADE SEWER W 1 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A } - - - - - - - - - - - - - - - - - - - -z ,�- - 1 2692 RAMP. Y � __� 2692 C�? SEWER � N �� - - - - - - - - - - ao� z ft� r� g > 3. REFER TO SHEET 03 OF THESE PLANS FOR o I " � � � � 1 HORIZONTAL CONTROL LINE AND CURVE DATA. 1 jo 00 EX. GRADE k W =Xo< @ SEWER z >z Ld¢z 12" RGRCP co z¢ 17+ ¢ INV: 2689.49 E nn GRAPHIC SCALE IN FEET 0 10 20 40 NORTH N XO= 0ZWW O to L W J W co E Cgo Z io�m 1 9 LF OF 8" PVC © 0.60% o x w z 2688 J W OF 8" P C © 0.60% a Q j o 2688 0 T z U ��¢ 2 °F-F- U z< = SHELBURNE SOUTH - PHASE 1 � U 0 Lao Q W w C Q) co UTILITY PLAN & PROFILE N-W N a a- - Lq =it V'o�= MERIDIAN, ID oV)¢ 0 a Luz 0 ooNF- 2684 Kiom ey >>> Horn N p Q o 2684 0 i X OH 16+00 17+00 18+00 19+00 20+00 a: � z— © 2020 KIMLEY—HORN AND ASSOCIATES, INC. ¢ W �ICo V)w 950 Bannock Street, Suite 1100 Z =o�� Boise, Idaho 83702 208 297-2885 N �� DESIGNED DRAWN CHECKED W aE W' � N- \OVAL ITC ITC TR � � 2 0 3 SCALE ( /): , _ ixo � o E=a �,�rsbelow E DATE: SHEET NO. W J L)-0 o it Call before you dig. 6 F `o 30 O~w CALL 2 BUSINESS DAYS 00 J 7 Oo CZ) 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. z I x W Of YOU DIG,GRADE,OR 31 x�g EXCAVATE FOR THE �MARKING OF0 0� 291015008 0 L'o z UNDERGROUND a¢ w ¢ MEMBER UTILITIES w M c DWG. NAME i��o 5008-PH1-UT-1.dw of 40 shts SEWER CONSTRUCTION NOTES 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO CONNECT TO EXISTING SEWER MAIN. EXISTING MANHOLE. INV. IN=2677.57' INV. IN=2677.57' EXISTING MANHOLE. INV. OUT=2677.47' APN# INV. IN = 2678.09' (SEE SHELBURNE EAST - PHASE INV OUT = 2677.99' 1 IMPROVEMENT PLANS). L c0 S1128438700 (SEE SHELBURNE EAST - N PHASE 1 IMPROVEMENT PLANS). Z W O U) w 1-4 0 LLI SS w 00LU 5' _ _ ss z 00 W2+00 U N 3+00 4+00 C 5+00 SS 5+74 8 S Z 8 S 8 S 8 S o Ld 8 S 81 S 8 S o w'S o� SS I I _ CIO w LU J N 1 374' N = Ur) _ _ — — — — — — — — — — — — — — — — — cn = — U X a Q MH 1 8 S. HILLSDALE AVE. STA: 4+74.23 >/ INV IN: 2678.43 EXISTING BARRICADE. PROPERTY LINE PROTECT IN PLACE. •® °o MH 2 •~ •� � 3 STA: 1+00 APN# INV I N: 2680.03 S 1128438580 INV OUT: 2679.93 AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 97A Q z i w m 26 27 W w 2 N �w(j �Z o 2692 O ,0 2692 29 c 0j IP o �0 C�pw00 000� �Qo 0000N ASSUMED OFFSITE o Z o0 N 1— EX. GRADE Oa + (p N or_z N Nz0 SEWER r7 PO1 N-00 r = < �» 0 N 00 5 a,BL + (pN Y Q�zo � Nz ci co _ z _ _ _ KEY MAP - - - - _ �> 3LQ - - - - a xQm 2688 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - — � cn �z - - - - - 2688 N.T.S. N� J � - - - - - - - - _ — NOTE: N 0� — — — — — — — — — — — — 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER a 00 a- - - - - - - - - - - - - - - - 0 1 o�_ - - - - - - - - - - CENTERLINE.10 a_ X 2 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA Z �m 00 awJ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. _ o! N= LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W i i L2 RAMP. Y aoz 3. REFER TO SHEET 03 OF THESE PLANS FOR o o I " HORIZONTAL CONTROL LINE AND CURVE DATA. W CO LOo2 CONTRACTOR TO VERIFY SEWER ALIGNMENT 2 X W u) zz 2684 z AND ELEVATION PER SHELBURNE EAST 2684 0 >Wo Q)02z � ' PHASE 1 SUBDIVISION IMPROVEMENT PLANS. o o GRAPHIC SCALE IN FEET x W= i� U o-�w 0 10 20 40 -� L Z W J to C Cgo d O O� m O z XL O z Q+ �- O U �O~ zQ co SHELBURNE SOUTH - PHASE 1 o a Q)-2QCQ) J W 2680 UTILITY PLAN & PROFILE a L ZZ 2680 = W 3 W N d MERIDIAN, ID _- (n 374 LF OF 8" PVC 0.40% _3�o0= LnwQ w t:::00 0�LLI 0 o �CDz� Ki0m1ey >>> Horn z o�(6 OOw� 0 NLn00 �"z� © 2020 KIMLEY—HORN AND ASSOCIATES, INC m >�Q� . W �ICo V)w 950 Bannock Street, Suite 1100 Z =o�� Boise, Idaho 83702 208 297-2885 N N o 2676 2676 DESIGNED DRAWN CHECKED CL a-2' �' o ASS\OVAL fN�� ITC ITC TR B N__ 3� �� Q��__� V r� ��F� SCALE (V): �"=2' 0 o f=a 1+00 2+00 3+00 4+00 5+00 6+00 Knowwharsbelow E DATE: SHEET NO. W J L)-0 o z Call before you dig. 6 1 F 0 0~w CALL 2 BUSINESS DAYS 00 J 7 Oo O 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. �� 0 I x W Of YOU DIG,GRADE,OR >x�g EXCAVATE FOR THE �0 0� 291015008 0 0 0 z UNDERGROUND as w a w = M c DWG. NAME i��o MEMBER UTILITIES 5008-PH1-UT-2.dw of 40 shts I I SEWER CONSTRUCTION NOTES I I I I I I I I I I 00 I O INSTALL 8" PVC 5 SEWER LINE. 3' MIN COVER PER OF MERIDIAN STANDARDS. O INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL MATCH LINE SEE SHEET 26 SPECIFICATIONS. I I I I I I I I I I I I MH 4 I I MH 3 m 3 STA: 14+20.01 STA: 17+06.65 3 / INV IN: 2682.87 INV IN: 2681.62 INV IN: 2682.87 FUTURE SHELBURNE INV IN: 2681.62 O APN# INV OUT: 2682.77 SOUTH PHASE 2 INV OUT: 2681.52 S1128438580 NOT A PART I / � I I Z LLI — — - — LU > o 15+00 3: 1 287 16+00 17+00 8"S 81'S � 8"S 8"S 8"S I / N m \ LU FF < FUTURE STREET LU � N LU / — / / MATCH LINE SEE SHEET 29 MA H LINE SEE SHEET 27 00 00 Cn r I AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. w Q i 32 8 m 0 26 27 Z 2696 O � 0 ao C4 2696 2 � - i� 29 Ld oO�a ONE o N 00 v orn'o + 0)(C) c acn � (pNH ON o_~z _ _ _ �_» 1 V)__ CD O 5 r Q) o EL— \ \ N � Y \�� NNLq z Q zo Cow� — — — — — - - O (OCOCOr - 3 0 o J 2692 — _ _ o 2692 KEY MAP F N xQm — (0N NH N.T.S. o �W NOTE: 0 _ r N- -0 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER �0 0 .. n � PROP. GRADE = Q z_ z_z CENTERLINE. a_ x 2 W SEWER � N 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z awJ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. 0!,0= LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W _`) _ RAMP. / ~U \ Y ao� — — — _ _ 3. REFER TO SHEET 03 OF THESE PLANS FOR o o i _ _ HORIZONTAL CONTROL LINE AND CURVE DATA. W 000 \ \ W X o 2688 \ \ \ 2688 Z 6 >za \ O D two 0 Co z< EX. GRADE 7- a E�wo GRAPHIC SCALE IN FEET a 0°' ® SEWER o -�r 0 10 20 40 -� L W J to EOOY Z n ooz > z LLJ Q �0 0 z �Na SHELBURNE SOUTH - PHASE 1 Of 0 Q 2684 2684 0 Lazo UTILITY PLAN & PROFILE :3 V w0 - W i Lja Li ) ��_ MERIDIAN, ID i o�Q Ln 287 LF OF 8" PVC © 0.40% o xWz 0 0 a_ n Z 3 z �0V)� Ki0mley >>> Horn rnOwD Z NLn00 x z~ © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m >�Q� W �I 'w 950 Bannock Street, Suite 1100 Z =0-)3 2680 2680 Boise, Idaho 83702 208 297-2885 0 �X DESIGNED DRAWN CHECKED W Ln a W Q' o �S50AL fN ITC ITC TR B N '03� �� Q��__\AV r� ��F� SCALE (�/): �,>_20 0 �xoU a! o E_¢ 2678 267A rsbelow E DATE: SHEET NO. s 6-0 W ��before you dig. 6 1 = 0 0 ow 14+00 15+00 16+00 17+00 18+00 CALL 2 BUSINESS DAYS 6 J 7 Oo CZ) 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. �� o I x W Of YOU DIG,GRADE,OR x g EXCAVATE FOR THE �0 0� 291015008 0 L'o z MARKINGUNDERGROUND as �w,a MEMBER UTILITIES OF a. M c DWG. NAME i�Eo 5008-PH1-UT-2.dw lof 40 sms WATER CONSTRUCTION NOTES ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. 12 INSTALL 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN STD DWG W13. 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. � I I , I I I I O vi I I I I I I T M J N J MATCH LINE SEE SHEET 29 I I r- L 00o I PHASE LINE o r- o I I � Cno U) o Ln + C6 I 4 12 ------=1--- - --_ O L+ / O / is _ _ _ _ _ _ _ _ — _ _ _ / oo �� SEWER CONSTRUCTION NOTES _ x LLJ I n 10 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER 1�5 / PER CITY OF MERIDIAN STANDARDS. 10+00 LwL] ', 11+00 388 1 12+00 13+00 3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 8"S (nJ 8"S I8"S 8"S 8`'S 8"S 8> S—N � 8"S 8"S O =6AE— SHE i" OHE OHE - �H OHE— LU w � r) C° . / MH 5 SPECIFICATIONS.500 OF THE Y MERIDIAN SUPPLEMENTAL z ! m / 3 STA: 14+37.68 J� INV IN: 2683.88 —\ __ INV OUT: 2683.78 U FUTURE STREET __-------- ---------=--- - , 00 I / MH 7 -__ - MH 6 STA: 9+92.97 , ,, ------ STA: 13+81.11 --------------------- 3 INV IN: 2685.85 ,-'' ,-'' -'' 3 INV IN: 2684.20 - --------------- ----___ INV OUT: 2685.75 ';,-''; INV OUT: 2684.10 ----------------- _____ FUTURE SHELBURNE I I I -- I SOUTH PHASE 2 I I I PHASE LINE -' -'' NOT A PART UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. w Q I 32 8 w m 26 27 w 2 wN W(j �Z OLd O v) c O w r O I ¢¢ U�Ld0 c a n o�V¢ cn a 0 6 3 Z O_ ¢ 11 N d—r z N I 0 5 + UO V)x= a�i r O � Io- O E Y O L() <z o lo� z J 3 o 269s 00 Cq� 269s KEY MAP x Q m N rrj ao N N.T.S. N c° NOTE: 0 0�0 rnrnN 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER Na r CO 1 o jo r N-0 CENTERLINE. x2W zz o 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z 00 0-Ld O o STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. o! N= LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W �n!�� EX. GRADE O 07 �a00o RAMP. Y p— - - — \ @SEWER M r- LO�0� 3. REFER TO SHEET 03 OF THESE PLANS FOR o o I }� \ _ � N�� + ��N HORIZONTAL CONTROL LINE AND CURVE DATA. 00%�00 \\ \\ + p)ON � NN w Xoa 2692 \\ �� \ \ \ - - - � Ncv� Ln Z 2692 6.�Z _ \ _ O \ _ V) o c0Uz \ _ � / \ — � '� � U) E'ZZ p a:E�w� - - � \ \ _ — _ - - \ — \ GRAPHIC SCALE IN FEET to ° Z WW \� E co O Y a 0 z xwo z Q��— o U �r V)a- SHELBURNE SOUTH - PHASE 1 Of za r 73 N-0 fA O ¢ v) Lao Of 2688 ; 26s8 UTILITY PLAN & PROFILE L Z 7 V)w O— W I LiW-Li¢ Li - Of o W M z= z MERIDIAN, ID O V)¢ J LU o X� 4 = LL] S � z � = Kiorn ey ))) oCD� z N x Q LW 388 LF OF 8" PVC @ 0.40% z— © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m Co �Z 950 Bannock Street, Suite 1100 XI Co aw 57 LF OF 8" PVC @ 0.40% 2684 Boise, Idaho 83702 208 297-2885 0 2684 N �LO - DESIGNED DRAWN CHECKED W x w \ONAL E ITC ITC TR B N � °-o�o �' o �oFF�'S ��yy o%i�� SCALE (H): 1"=20' o i X�� Q _� V SCALE (V): 1"=2' 1'Q E ww �,�rsbelow E DATE: SHEET NO. s o 2682 2682 Call Dore you dig. 6 1 8 31 2020 00 r w CALL 2 BUSINESS DAYS �7 00 O w O Zp IN ADVANCE BEFORE I I PROJECT N0. o I 10+00 11+00 12+00 13+00 14+00 YOU DIG,GRADE,OR C TU N x 34 �g EXCAVATE FOR THE Q 291015008 MARKING OFa L'o z UNDERGROUND ¢ w,¢ MEMBER UTILITIES N M C� CL w DWG. NAME j��o 5008-PH1-UT-2.dw of 4� shts WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. I iiI i 1 i I 1 36 1 37 1 34 I 33 I 32 31 2 �2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF I I I l i i t MH 10 Uj I � O N N N� J I— MH 12 MERIDIAN STD DWG W1 & W2. STA: 11+97.53 J `n1-- `n — rn J 6) J 3STA: 14+92.12 oO (6 J a; ^J J r rJ ro INSTALL 3 4" DOUBLE WATER SERVICE PER CITY OFINV IN: 2687.34 corn r — o L o cooco ^o 0 — � Lq coo INV OUT: 2689.11 + c0 + 7 + 0 + `n + o + co + o + `n + o + `n + o + co + `n MERIDIAN STD DWG W1 & W3. INV IN: 2687.34 0 I O CO N r N r7 r ro r7 00 r7 ro r rn bi r r7 N CO r II i i I I I I rnINV OUT: 2687.24 o N N N � — N ® INSTALL FIRE H YDRANT PER CITY OF MERIDIAN STD Q Q Q Q Q Q Q Q Q b- Q U- Q l Q L.l LL- 000 O IL H li li Li- li li li li p Lh DWG W8 & W9.L - L L J N ( 0 n o n 0 cn 0 c 0 cn 0 N 0 cn 0 0 — � cn cH 0 0 cn 0 cn 0 w +w o0 13 CONNECT TO EXISTING 8 WATER MAIN AT BLOWOFF. 3 2 6 2 4 3 14 2 4 0 2 4 3 2 Q � LO 1 I I ~ a r 14 INSTALL 6" WATER SERVICE SLEEVE THROUGH 2 N H L� N I N 20.09' N 2 o Q SEEPAGE BED PER CITY OF MERIDIAN STD DWG W7. b.. J I\CD �> �2 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO I I II �e� - — MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 1 I 1 c� W W `n c\n B --------------+ -------- / 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR EX. 8" WATER MAIN CONSTRUCTED N S. AMORITA AVE. `� ' PER SHELBURNE EAST—OFFSITE N m W O. W / TO MAINTAIN 1.5 OF SEPARATION PER IDEQ I i = 3E 295' 1 \ STANDARDS. WATER PLANS UNDER SEPARATE Cn (n 1 cn 8S W 8S , 8S 8S 8 8S 8S PERMIT. W I i i I li - _ cn W W NO i i o Ill W 282 1 S. AMORI TA PL. o I I I I �� nu » Z rr �� Z �� » �� t II 112 1. - 12 J 2V1� J 8W I 8W 8W 8W 8W 8W it i ii i i N � 2 00 2 I i I li — — — — U- - .0 Cf) 25 1 cCV t, co I I I I III I j J I i i I 4 Ii i - - - - - - - - � 16 I 13 4 2 2 17 2 3 2 0 � � o rM J Y N J I CNO J O J co J r 0 J I co J I J Co J I . `" c\n � o ro I ,, � � N o; o ro I o; 0 I � N o; o I \ � M SEWER CONSTRUCTION NOTES � II 0 — 0 1� � ern Orn rO Nrn min pp � + I 0 N-) + r + 1-: + n + n + r + L + r BLOCK 4 + �i + r O N 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER I 1 0 I O � 0 r� r� ON O � rN � r7 � N N N N N — N — N r N N N Q L� I— ,� PER CITY OF MERIDIAN STANDARDS. I I O li I Q li Q li Q li Q li Q li Q li Q li Q li cn O D i ,� I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ cn �� 1i 1 � L 0 INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. — — — — — — — — o — �N 0 I cn o cn o 28 cn o I 29 I U) 0 30 SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND i DIVISION 500 OF THE CITY OF MEDIAIN / SUPPLEMENTAL SPECIFICATIONS. \ (D INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION \ / 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® INSTALL 8" SLEEVE FOR 6" SEWER SERVICE THROUGH SEEPAGE BED PER CITY OF MERIDIAN STD DWG SW2. © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. w Q I 32 8 w m 26 27 W V)D2 wN W (W z o�oy) 29 c O W r c , Qa ULd 0 2700 2700 c am a V)a i V)a 0 p3z O- a — 1 N o--r z NN-U O_ 03 0 N �J 0 O o B``Y 0 -r 6 <cow� � �N N od LC (0ro� N KEY MAP -o xQm 400 ooN rn N.T.S. 0 CI�vWJ rnN N1- � NOTE: N �_oI OD a-o 2696 C N z z p N N 2696 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER Z — — CENTERLINE. =�23 = > » _ � � 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z o_ XLIm Fyzzz � cn � 00 awe STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. ox o! N= LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W i i L2 RAMP. le 3. REFER TO SHEET 03 OF THESE PLANS FOR o 00 o I rw HORIZONTAL CONTROL LINE AND CURVE DATA. W --- - - - - - - - - - - _ _ a a-000 - - !�o0 - - - - - _ _ - - - - - - - - - - - - - - - - PROP. GRADE 6ZQ — -- - - - - - - @ SEWER o >W 0 — — — — — — — — — — — — — 0 rz �z< — - - Z a c O U z Eo X Ln W 2692 EX. GRADE — ' — — 2692 GRAPHIC SCALE IN FEET —>r= SEWER - _ 0 10 20 40 -� LO ZWW N � � _ to Ep,Y M _Z L a %Oa�r W rm > o xz O z Q��o rn U z °Na- SHELBURNE SOUTH - PHASE 1 Of o c z< 12" RGRCPV)Z W � = o i oZZ� = o STA. 12+79.54 W M INV: 2689.08 UTILITY PLAN & PROFILE Wa 7 V)ZO z f73=N 0% a V'00no 2688 LL _ - 2688 MERIDIAN, ID on�a U cn o � F— S �CDV)F � wKiom ey >>> Horn z0 NCD OWD 0 NLn00 �x D z r 2686 2686 © .2020 KIMLEY—HORN AND ASSOCIATES, INC m - >�Q3 W "I �V)Z 12+00 13+00 14+00 15+00 950 Bannock Street, Suite 1100 Z W =o�L Boise, Idaho 83702 208 297-2885 0 �� DESIGNED DRAWN CHECKED W a-W' Q' o ASS\OVAL fN ITC ITC TRB N 3� �� Q��__� V r� ��F� SCALE (V): �"=2' 0 ixo � o B=a �,�rsbelow E DATE: SHEET NO. W r J L)-0 0 z Call before you dig. 6 1 F `o co r w CALL 2 BUSINESS DAYS 00 J 7 Oo CZ) 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. �� 0 , x W Of YOU DIG,GRADE,OR >x�g EXCAVATE FOR THE �0 0� 291015008MARKING OF 0 L o z UNDERGROUND as w a MEMBER UTILITIES(TIES W M c DWG. NAME i��o 5008—PH1—UT-2.dw of 4� shts WATER CONSTRUCTION NOTES ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF MERIDIAN STD DWG W1 & W2. ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN STD DWG W1 & W3. �5 EXISTING FIRE HYDRANT. PROTECT IN PLACE. 14 INSTALL 6" WATER SERVICE SLEEVE THROUGH SEEPAGE BED PER CITY OF MERIDIAN STD DWG W7. I 26 I 25 BLOCK 4 1 24 / /� / - - - - _ - - - 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. M H 22 Ln J U J`° J`° -j 0 J 0 J 0 J / / /%��' �/� �/' N I Z"ISTA: 9+94.03 r- 0 0rn 0o M LO 04 o 00 o C° Lq N . / // , , , 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR LO INV IN: 2687.92 r7 0 / / �, / �� TO MAINTAIN 1.5 OF SEPARATION PER IDEQ r �OI- 0vio -0 - LLJ � � N - N / I INV OUT: 2687.82 - N r Li - N N I L� o �. ,� I STANDARDS.QLi < L�a �a � I Q � QLi I QLi aLL- aLi / / I- Lil- 01- 0 0 � � i- LL � U- I- o I cn 0 cn 0 cn cn — cn cn 0 cn 0 cn cn 0 / I 2 4 14 3 1 0 ``' 2 I 2 2 1 6 / o cn 00 / I vi \ / M e°a M — - - - - — - - — - -'— T - - - - - - - - - - - - o — �50- - ------- 1 01 LU W - cn - W +� Cn 11+00 12+00 478' 13+00 14+00 8"S W 8"S '1S 8"S 8"S i 8"S 8"S 8"S 8' 8"S LLLJ O i W 0 Cep (/� — - - - - - - - - - - - - - - - - - - M m -- - - - - �i i ,i - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - — co - 0 - - _W O �� / Z S. SELATIR WAY , , Z J 12" ,2"Vµ 2"W - ' i ' 121'VIF� 1; 12" 1 "� 1219 J 12" --- \ ='� U-_ `i--. � ewe �i � i 00 _ Q ---- - ----------- a �� inl\ —�' - - - T — - - - — -- - - - - — — — — — — — — — - - -�- N Q SEWER CONSTRUCTION NOTES — — — -7� 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER L T / L J LL PER CITY OF MERIDIAN STANDARDS. (D INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. 16 2 4 14 2 5 14 Q / �'� ,' 17 2 3 2 2 3 2 2 SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND ,o I o) � o) ,o moo) FI rn Q) � / ,'//,� �/ I O n I ,o I ,o I I I DIVISION 500 OF THE CITY OF MEDIAIN o rri o rri � cfl wro W I-) oo � o � w / '%�/'� / � � � � � � � � � � � � � � `� � SUPPLEMENTAL SPECIFICATIONS. coLnc0000o00Ln 030 000 0 / ,',/�' / / � o M LO o (0 00 0000LO poLn (0 00 rn0 r°o' L CC °D + 00 + 6 + 0 + Lri + + `� + 0 N / ,'�'/,� / / + 0 + a; + + a; + o; + + o; + a; INSTALL 48 DIAMETER SEWER MANHOLE PER DIVISION 0 0 v-) 0 Ln O NO rM 0 � 0 � i � , / , / N Cp N r7 N N r7 r7 V-) n - V') ) fi r) 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL O O N L � N - N r7 L L L� a Q a Li LL Li SPECIFICATI ONS.�aU- aL� - Q i oo p 0H O LL � p ALL- � p � p � Li 0 0Q) I n � n n 0 n cn n 0 cn 0 BLOCK 21 n O V) 0 V) 0 N INSTALL 8„ SLEEVE FOR 6 SEWER SERVICE THROUGH 1 1 I 2 I 3 ,� ,%,' � / / ,�� I 4 I 5 I 6 I 7 I 8 I 9 SEEPAGE BED PER CITY OF MERIDIAN STD DWG SW2. © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. w Q a_ 32 8 o w o m 2704 0 2704 26 27 w Ln o0 cwn w ci N N O) O)Ln N Ln In In 00 r- o0000N 29 °o Ld + pc0co c as C�°Ldo NZ Z0 c a� 2 O0<3:o :2 co N -_z 1 p I 0 5 N+ UO W_= Q) r 1 0J Y 2700 — - 2700 Q zo - z co - - JKEY MAP "'O w ,X 9. � � � N.T.S. N NOTE: N OD 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER a 0�3 O -- CENTERLINE. a_X 2w 0 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z L o N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. 00 0-Ld 00r� a-J 0V o! N= N �� LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W _ c RAMP. �n =w� O co0� i ii, o� le,�o- rn �00 N 3. REFER TO SHEET 03 OF THESE PLANS FOR o r 2696HORIZONTAL CONTROL LINE AND CURVE DATA. �� 00, + N H F- a o o o N 0) 04- i // 2696 Q i m Xoa = � �» / z >w0 � U) // rz zQ / Z Q E o wo GRAPHIC SCALE IN FEET 0 >r ° =w� to Eco poY � a o�Zm PROP. GRADE /r ' - _ - _ Z i6 w - - - - © SEWER — — SHELBURNE SOUTH - PHASE 1 Q��o °'Za 2692 - - - - - - - EX. GRADE 2692 Of Eao - - - - - - - - - - - - - - - - C� SEWER - of - L=z 0 z � - - - - - - - - ', ;', ,' UTILITY PLAN & PROFILE = tow— Ld -0 1 rfa > -_Of 0 I \ / a oz= / MERIDIAN, ID V) 0 O r7 U Q 1 / 0 X LUw 2 4' RGRCP / ■ > H o az W STA: 1 +23.32 , / > m �owj Z INV: 2688.98 `/ im ey > orn cvLn00 J W a 2688 = W Ln 2688 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m C V)z U = r 950 Bannock Street, Suite 1100 0 w 0 _o L)= W M Boise, Idaho 83702 208 297-2885 N xow� � Z Q W 478 LF F 8" PVC ® 0.40% Z DESIGNED DRAWN CHECKED U X o 2 W J LU ITC ITC TR B CL N w'E U W 811 \ONAL 0 3� U = �' ��5� f OC/OFF SCALE (H): 1„_20' o i x�U - - V SCALE (V): 1 -2 o f=a Q W �,�rsbelow E DATE: SHEET NO. W J L)-0 w 2i W Call before you dig. 16 1 = 0 0 o w CALL 2 BUSINESS DAYS 00 J 7YF} O� CZ) 8 31 2020 W O Zp IN ADVANCE BEFORE N PROJECT N0. �� 0 I x w Of YOU DIG,GRADE,OR >`x�a- C VATE FOR THE 291015008 z a ARKING OF L'0z 2684 2 UNDERGROUND ON M C�0 DWG. NAME a w Q 10+00 11+00 12+00 13+00 14+00 1 5+OOMEMBER UTILITIES w - � 5008PH1-UT-2.dw lof 40 shts�x 0a. WATER CONSTRUCTION NOTES ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF MERIDIAN STD DWG W1 & W2. ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN STD DWG W1 & W3. �5 EXISTING FIRE HYDRANT. PROTECT IN PLACE. 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. i 500 IN, STA: 17+62.68 2 in 00 _ OFF: 22.80 LT `b / °' I MATCH LINE I - o / \ LL- SEE SHEET 28 I L MH 18 6 0 � �6 INV I1 2688.03 3 BLOCK 4 5 N: oo INV IN: 2688.03 vi INV OUT: 2687.93 y� M00 W owo;owovo; 1 73 - --- i U) 15+00 1 125' +00 1 111' 155 8 8 ! 8 S 8 S 8 S 8 S 8 S 9 i� :3: \ io 17+00 - - - - - — - - - - - - - -\p, �O - - - - - - - - - - - M o z � S. SELA TI R WAY 1 1: 1 12" 12"1N-- 12"W— 1 "1 - MH 20 3 STA: 17+81.94 INV IN: 2691.22 — — — - - - -_ — - - _Q_- — — — - - _ — — — �� — — — — — —vi � "' N 03 � INV OUT: 2691.12 SEWER CONSTRUCTION NOTES gg 20 rn � 2 5 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER o PER CITY OF MERIDIAN STANDARDS. I I MH 17 II I1 1 \ N N 0 INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. 3 2 3 STA: 14+72.25 2 2 MATCH LINE SEE SHEET 29 2 3 2 � o \ BLOCK 3 SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND r0 INV IN: 2685.91 � � I I I ,.o I � _ \ DIVISION 500 OF THE CITY OF MEDIAIN cfl c0 ft� INV IN: 2685.91 0 0 C6 x m o o N N � o r7 x z \ Q SUPPLEMENTAL SPECIFICATIONS. INV OUT: 2685.81 � INSTALL 48 DIAMETER SEWER MANHOLE PER DIVISION co ao 00 � ro � 0 � 0 I oo cD � rn oo z � p + � + a; + a; + � _ + o; + � MH 19 � "T r� ) ro _� M � 0 Q 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL ro STA: 17+08.63 a a a Q Q L Q ~ 3 SPECIFICATIONS. � � o o o pr F- o ,l INV IN: 2689.94 I 10 0 cn I cn 0 I 1 U) 1 V) o INV OUT: 2689.84 4 N 7 I 8 1 9 1 10 1 11 I p 1 1 2 1 3 � �i o O o 0 0 oo A UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON o � � N SHEET 01.� r7 c0 �O O� N� O Lf r7 r7� 00 00)0 M�� w O N OO O - O cy0ON 00 -MN N Q 2704 0 rn `n o000 0°00 N + of N 2704 w CC) �j �N NH � r Nzo ON — Nzo `yN0) 0)Uo CC) C4 = Q �» Qom» H32 8 w N 'n� Ui0 o EX. GRADE N �zz I �zz Q + 0 Co Co`� z »> © SEWER 26 27 � (nEzzz - - - - - - - - - - - - - - - — — — — — — — — / w� NZZo - - - - - - - - - - - - - - i 29 V)W(j / >> o�ov) � Cno'zzz _ — c O r o aQ - - U w 0 C d(n Na PROP. GRADE 6 3 z — — — -- o a~Z 2700 _ _ — — — — — — @ SEWER 2700 1 0 1 =.�o W_= Q) 5 0J ID,BB� Y Q W o J �>1 KEY MAP w X 9. N.T.S. U NOTE: 0 1 0j i ' 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER Na 00 CENTERLINE. _�'2W 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z o XLIm 00 2696 z w 2696 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. o - 0= > LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A } i i LU) RAMP. ao� 3. REFER TO SHEET 03 OF THESE PLANS FOR o o I " HORIZONTAL CONTROL LINE AND CURVE DATA. a, O 00 co LO 0 W m X w N Z 6 oQ O z >wo 0 r za z N O- E nn � o GRAPHIC SCALE IN FEET ,-j >- r LLJ 0 10 20 40 = o WWto E o Y 2692 Z 2692 io�m J W� o o X z = LU z U ". U 2� U ��¢ Z 6 r SHELBURNE SOUTH - PHASE 1 73 °'Z Q 7 3 LF OF Q UjOf O za � � o Q $,� PVC @ 1.62% Lu W � Of zo `0 UTILITY PLAN & PROFILE w- CCD1.62% w - �a W W N 111 LF OF g„ pVC 73=it a V)co MERIDIAN, ID oV)Q O LUZ ■ o " 2688 2688 �DZF Kim ey >>> Horn _ �F o 1.62% N Ln o o W �'`� 8„ p\J "o Z 125 LF OF © 2020 KIMLEY—HORN AND ASSOCIATES, INC. Z_ _ m 0I��w J Lw 950 Bannock Street, Suite 1100 z =o�L _ = Boise, Idaho 83702 208 297-2885 N �� (n DESIGNED DRAWN CHECKED W oI-w E � ILu . FOSS\ONAL e�c�ti ITC - ITC TR B o ,E _o rz o �y F SCALE (H): 1 =20 0 3, �� Q� _� V � F� SCALE (V): 1"=2' ixo � E =a �,�rsbelow E DATE: SHEET NO. o-0 g� 2684 2684 Call before you dig. 16 1 0 o ow 14+00 15+00 16+00 17+00 18+00 CALL 2 BUSINESS DAYS 6 J 7 Oo 0 8 31 2020 0 O Zp IN ADVANCE BEFORE N PROJECT N0. �� I x w Of YOU DIG,GRADE,OR x g EXCAVATE FOR THE �0 MARKING OF /V0� 291015008 0 L,o z UNDERGROUND as �w,a MEMBER UTILITIES(TIES w M c DWG. NAME i�Eo 5008-PH1-UT-2.dw of 40 shts WATER CONSTRUCTION NOTES ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF MERIDIAN STD DWG W1 & W2. ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN STD DWG W1 & W3. �5 EXISTING FIRE HYDRANT. PROTECT IN PLACE. 14 INSTALL 6" WATER SERVICE SLEEVE THROUGH SEEPA D PER ITY OF 4 I 3 I 2 / \ \ 17 WATER GLINE/STORM C MERIDIAN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEA o + o + o Lq + o BLOCK 4 + o �^ \ STANDARDS. 00 O 00 N 00 O 00 O O / \ N N Ln L.� U) 0 U) O 1 Cl) 0 U) o Cl) 0 \ 3 2 1 2 2 I � 6 EX. 8" WATER MAIN CONSTRUCTED \ I I PER SHELBURNE EAST-OFFSITE MH 21 WATER PLANS UNDER SEPARATE \ 3 STA: 21+24.41 PERMIT. ti INV OUT: 2696.77 C — — — — — — — W in Z ------------- - W U) 18+ 0 19+00 20+00 ! 21+00 W� 8"S 8"S 8"S 8"S "S 8"S 8"S 81'S \ � c° 3 342' � — ,2Z z o S. SELATIR WAY m \ 2 2Z 2 2Z 2z 2Z 2Z 2 2Z \ •• , __________________ __ U Ine -----------------`--�-- --------- ------------ ---------------- - ----- -- - - — — N SEWER CONSTRUCTION NOTES - d3 25.00' / 0 INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. / I I I I w I I I _ SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND / 5 1 2 2 I 2 4 I 3 14 2 4 I ~ 2 4 14 I 3 17 2 1 2 I 3 2 /, DIVISION 500 OF THE CITY OF MEDIAIN Q O m O < SUPPLEMENTAL SPECIFICATIONS. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~00 � ~ ~ � ~ = I a JL 0 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION � I— I— H o o' o- o' o' o' 0 0 " oo " °' " rn - co " co " 0) rn o � w � " � " (0 -0 0 o o " rn rn o o 0 0 0 0o rn o rn o — o 0 0 r o r O 00 00 ro O O rn 0 N o I SHELBURNE EAST 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL // SUBDIVISION SPECIFICATIONS. LO + � + + � + + + + + � + N U) � CnO � ON O � p p � O � NM / \. » » � N � — 00 0') 00 (7) 00N 00M00N m1`0 � 0 In Cfl � � — i �1 Q I� a li a li a li Q li a li a li Q Q li Q Q I� Q Q Q I� Q li Q �� ® INSTALL 8 SLEEVE FOR 6 SEWER SERVICE THROUGH I� I- I- I I- U- I— � I � � 1 � 1 1 � 0 I ,l I /� SEEPAGE BED PER CITY OF MERIDIAN STD DWG SW2. U) O cn 0 U, o BLOCK 3 cn o cn o cn 0 U> 0 cn o cn o V� o Cn 0 cn 0 U) 0 Un Un 0 U) 0 cn o I 6 I 7 I 8 I 9 1 10 11 12 I 13 / `a © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. 00 0 ASHIEET 01ROSSING. SEE WATER NOTES 2 & 3 ON 0 0 r N r O w C� NCn I O 0 NN NQ 00 -ON I+ O o N ..r, rN I--- 2704 NO N 32 z 0 i Q = < �» = 1-- - - - - 26 27 0'zZ :2 V) W PROP. GRADE WN - -- - - - — @ SEWER - - - - - @ SEWERD . — 29 c0L,r - - - - - - - c 0 I ¢¢ — - - - - - - pd0 - - - - - - / i U w0 a n¢ — — — — — — — cn¢o 6 3 z o� z 1 N �--z N I =0 2700 2700 N+ 00 _ WE=p 5 3 , r I of o BwY N Q�wo z J 3 0 o J z w KEY MAP x zm > N.T.S. ¢ N w J 0 12" RGRCP o I "-,� '� 0 STA: 20+34.13 NOTE: N I O0 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER o�� INV: 2696.71 CENTERLINE. _ x2m 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z � � 00 awJ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. _ 0- �= 2696 2696 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A W - i�L RAMP. Y ao- 3. REFER TO SHEET 03 OF THESE PLANS FOR o o I " HORIZONTAL CONTROL LINE AND CURVE DATA. w 00 /O 00 W X o< PVC 1.62% z 6 Z¢ > z OF 0 z 2 LF �O� E o wo GRAPHIC SCALE IN FEET �y 0 0 N x0= >o-�w � 0 10 20 40 L W J to W co f0 E coZ d N� OL�Y d O o Ln m 2692 J W x Z 2692 0 Z Q��o 2 W o 2 °N� U SHELBURNE SOUTH - PHASE 1 za 7 N_ 0 o La¢ LU Q w w zz U UTILITY PLAN & PROFILE :3V wo N-W N lJ �_Of a V'o�= MERIDIAN, ID 0V)¢ o x�w o S �0 � 2688 2688Fney >>> Hornzi• m 0 NOwD z Ln 00 �"z� © 2020 KIMLEY—HORN AND ASSOCIATES, INC m >�¢� . w �ICo V)w 950 Bannock Street, Suite 1100 Z =o L), Boise, Idaho 83702 208 297-2885 0 �� DESIGNED DRAWN CHECKED W d-wE �� o ASS\OVAL ENS ITC ITC TRB N o03� �� Q��__� V r� ��F� SCALE (V): �"=20 0 ix�� a! o =a �,�rsbelow E DATE: SHEET NO. W J -0 0 z Call before you dig. 16 1 F `o 000 O w C) p 2684 2684 CALL 2 BUSINESS DAYS J 7 O� CZ) $ 31 2020 W Z IN ADVANCE BEFORE I I PROJECT NO. o I 18+00 19+00 20+00 21+00 22+00 YOU DIG,GRADE,OR C TU > x�g EXCAVATE FOR THE 291015008 MARKING OF a L,o z UNDERGROUND ¢ �w,¢ MEMBER UTILITIES N M C� w DWG. NAME i��o 5008-PH1-UT-2.dw of 40 shts A ® ® A IRRIGATION CONSTRUCTION NOTES INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE. _ _ cv 24» ao INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. - J INSTALL 6" TEE. PHASE 2 I CENTERLINE STATIONING 5 INSTALL 4" GATE VALVE. STRUCTURE CONTROL 19 RIM: 2698.45 POINT (CENTER OF BOX) INV OUT: 2697.22 12" RCP E �191NV M: 2697.26 6" 48" 6 , INSTALL 6" GATE VALVE. 185 LF OF 12" RCP @ 0.88% IN: 2695.59 JSAWGIUT-SAWCUT - _ 12 RCP W PLAN �7 INSTALL 4" BEND(S). oUcT SAWCUT - FOUR Y2"X4" ANCHOR EXPANDED METAL LID (59"X59") INSTALL 6" BEND(S). i ,7 SA UT` SAWCUT BOLTS WITH WASHERS S89°14'43"E 2660.54' CONTRACTOR TO INSTALL 4" CAP. E. AMITY ROAD CONFIRM INVERT OF -® -- - -- - -- -- --= EXISTING DITCH/PIPE \!�\\!�\\!�\\!� !�\\!�\\!�\\!�� 11 INSTALL 3/4" PRESSURE IRRIGATION SERVICE PER AND CONFIRM WITH I MNID STD DTL TYPE "A" RISER. MATCH LINE SEE SHEET 40 ENGINEER. / 12 INSTALL P.C.0 THRUST BLOCK. a 14 INSTALL 6"X4" REDUCER. - PIRR- - - - a - - - � AMITY ROAD IRRIGATION DETAIL s 3 I;�� N ' � EXISTING GRAVITY IRRIGATION PIPE TO BE REMOVED. W W 44 � SEE PLAN FOR PIPE N 16 INSTALL 4'X4' IRRIGATION BOX PER DETAIL ON SHEET = INVERTS, SIZES, AND a 39 CL LOCATIONS. 17 INSTALL PRECAST CONCRETE IRRIGATION MANHOLE 6" 48" 6" PER ISPWC SD-611 OR APPROVED EQUAL. 18 INSTALL PIPE END SECTION WITH TRASH RACK. SECTION A-A INSTALL OUTLET PROTECTION APRON (RIPRAP 45 4'x4' IRRIGATION BOX DETAIL OPTION) PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-628. FUTURE PHASE 2 MATCH LINE SEE SHEET 40 19 INSTALL 12" PIPE COLLAR AND CONNECT TO EXISTING PRESSURE IRR. LINE GRAVITY IRRIGATION LINE. MATCH EXISTING INVERT. I � � I 12 9 tii I MATCH LINE SEE SHEET 40 31 /V 42 11 / \ �/�!/ co I > - - C I - - s 'Qcc� I I 5 11 I r �` 00 11 32 - - - - I 274 LF OF 12" PVC © 2.34% 41 11 co 5.00' ( 11 PIRR - - 1 / oo I N I 4 11 15 129LF 4"PVC ' 7 12 FUTURE 12 4 0 58�F 4'P U URE o 5 4 �C/ - PIRR _ _ _ - - � ,� BLOCK 2 SHELBURNE 11 r' 33 12 I I ,i i / 96LF 4"Pvc- SOUTH PH 2. UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON 11 I 4 5 11 SHEET 01. NOT A PART. > - - - - I 12 30 11 11 I I 5.00' o I 24 I 4.00 A LL- S1128449082 >� I I 3 I � � �oC 39 �� 11 34 I I I - - - - �� - - - - I 17 RIM: 2695.52 11 I I I INV IN: 2690.41 12" PVC N n PHASE 1 I c � I 3 INV OUT: 2690.41 12" PVC SW I r PHASE 2 - - - - BLOCK 4 I co I RIM: 2691.67 17 LF OF 12" PVC © 2.34% SHELBURNE SOUTH 5.00' 29 11 I 11 25 ,{ INV IN: 2690.00 12" PVC NE 18 PHASE 2 _ w� I I 11 11 37 I ' 47.00' 5.00 �Z 38 47.00' R/W oLd FUTURE PHASE 2 12 I R/W - - cfl _0 PRESSURE IRR. LINE g - - - - I I - - 12 8 ,N 4 12 14 °C KEY MAP ° 3:< 5LF 6"PVC 11 I N N.T.S.37 28 11 11 26 C° M:z36o 0 o r 8' I I I x I cn 2 11 c00 V o J a° 11 a=Eea � I o zo _ 8 12 - - - I 15 I _ _ _ I N Z � �Y NOTE: I - --- - - - - 15 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL Q �F i s s 12 8 6 ' - / 12 5 -4 7 11 - / 1 I BE OWNED AND OPERATED BY THE HOME OWNERS om ��' 13LF 6"PVC - - - -// - ASSOCIATION. O QQ \�Q ------- / U 3 wJ I ----- Bo - --- I I 6 12 2. REFER TO SHEET 03 OF THESE PLANS FOR x:5 I (� eo 1 a ! - ,L vv 12" > HORIZONTAL CONTROL LINE AND CURVE DATA. o a- 9 v_ - p e 8"i _ , a w�w \� - E. GRAYSON DR. - - - o _ Z Q w m I 8„s R"� 1 E. GRA YSON DR. 2 co o o=mQ ,� } �w� a ii =� Y w�Z \ - - - � - - - 6 12 0 m L. Q BLOCK 5 6 8 12 ti 81.00' - - - a w I I I I R/W a NORTH o�Za N I I I 4 5 I I I 1 `° o L in wo 1 J I I 15 I 12 I BLOCK 1 I I J Z zz 2 �� Q ,� 0 °T L10 3 I I GRAPHIC SCALE IN FEET 0 0 0 � 3.00' I 4 5 1 2 0-0 3 4 5 6 �I o 20 40 80LO I 7co Y 9 12 1 I 3.00 V I I I I 3.00 z �z00 m I I I I I I Z o�wZ 11 11 11 I 11 I 12 11 12 11 1 11 11 SHELBURNE SOUTH - PHASE 1 Q�, i� Q I I 11 1 11 oZ a 6 Uj 2 6 I 11 I 15 N a PIRR cn� ' PIRRIr 0o - - - PIRR PIR99LF 4 PVC- 140LF 6 PVC 81LF 6"PVC 82LF 6 PVC XwoQco 12 4 i o 275LF 6"Pvc - - - - IRRIGATION PLAN =N 14 14 o I � 12 4 0 12 8 ' Li V)00 B= RIM: 2697.22 11 I� o o"2 18 \1 11 14 MERIDIAN, ID a owQ .INV OUT: 2695.01 12" PVC E _ - \� 0 �, - - - - RIM: 2691.95 o Of -- �� ` - - - -341 LFOF12" PVC © 0.51% - - - - - - 18 INV IN: 2693.55 • Ln m� -X ---- x U co Z - - - o - - - - 12" RCP SW FOUND ALUMINUM Im e >>> orn Z �3 0 350LFOF12 PVC@0.51% 716RIi;- -- - , „ o - - - - - - CAP MONUMENT AT o w� 1=2-'-W ri 2695.86 S89°14 43 E- 706.22 o RIM: 2692.74c� noo UT SAWCUT SAWCUT „ 16 SE CORNER OF SEC�� RIM: 2700.45 SAWCUT NV IN: 2693.12 12 PVC W INV OUT: 2691.37 •> Q3 �. „ SAWCUT SAWCUT I`7 SAWCUT SAWCUT " 28, T3N, R1 E. - 17 INV IN: 2694.91 12 PVC W-_ - INV OUT: 2693.12 12 PVC E Q I 12 RCP NE C� >� Klvl Y �N nNl ns�oc n S. Inc 0 U �z „ - - - - - - - �- - - - - - - - - - - - - - - 0 9`�� 7c�ir Eck j r :c�, Sui�c 1"9 z c» - - - - - - - I se, Ic .no 83702 208 297-i)HH5 W X o w� INV OUT: 2694.91 12 PVC E E. AMITY ROAD S89°14'43"E 2660.54' i� 20 LF OF 12" PVC ® 0.51% �� DESIGNED DRAWN CHECKED W X Ld - - - - - - - --------------- CL ITC ITC TRB �� 8' ° ASS\OVAL EN�� Z - - - - UCT - - - - UGT p I i �oF a OFF SCALE (H): 1 =40 0 E o cc 3 Lq 0 --- --i SCALE (V): NONE W ExLo =¢ °HE x °HE °HE Vam" below. I - VE DATE: SHEET NO. W •ao= FOUND BRASS CAP Call before you dig. 00~w MONUMENT AT CALL 2 BUSINESS DAYS a J 7 00 0 8 31 2020 O Ld of Zp IN ADVANCE BEFORE PROJECT NO. o i SW CORNER OF SE OF YOU DIG,GRADE,OR C TII� x 0 SEC 28, T3N, R1 E. Ex MARKING OF HE SON M cp0� 291015008 W LLi Oz UNDERGROUND DWG. NAME a "Z w W a MEMBER UTILITIES w ix�o 5008-PH1-IR.dw of 40 shts a IRRIGATION CONSTRUCTION NOTES EXISTING SHELBURNE INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE.\ ��•�\ �� •\\ \ � EXISTING SHELBURNE EAST EAST WEIR BOX. I INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. PRESSURE IRRIGATION �� v PUMP STATION. INSTALL 4" TEE. GIRR S89°19'_52"_E 951.49' -- x 12 8 INSTALL 6" TEE ----- = I _ - 13 6 13LF 6"PVC13 ,,Q7G 8 12 \ \ INSTALL 4" GATE VALVE. �I 12 8 11 \ O 19LF 6"PVC A�hq \ INSTALL 6" GATE VALVE. 6", �h 12 INSTALL 4 BEND(S). 8 12 APN# 1 APN# 8 INSTALL 6" BENDSO. S1128438410 S1128449300 INSTALL 4 CAP. \ \ 11 �6 S�9° I 10 INSTALL 6" CAP. / 1140 �F. \ 11 INSTALL 3/4" PRESSURE IRRIGATION SERVICE PER c \ \ \ s � / 10 / \`�89 O ', MNID STD DTL - TYPE "A" RISER. O \ 11 p, �, I 12 INSTALL P.C.0 THRUST BLOCK. s�9`3c9' S \ \ I 13 CONNECT TO EXISTING PRESSURE IRRIGATION MAIN. 3 . \ �' w� INSTALL 6"X4" REDUCER. 6 11 �v 97- \ \ \ 15 EXISTING GRAVITY IRRIGATION PIPE TO BE REMOVED. \ \ / $ / \ I 16 INSTALL 4'X4' IRRIGATION BOX PER DETAIL ON SHEET / 11 39. INSTALL PRECAST CONCRETE IRRIGATION MANHOLE PER ISPWC SD-611 OR APPROVED EQUAL. I APN# �� s�`� / 7 INSTALL PIPE END SECTION WITH TRASH RACK. 1 INSTALL OUTLET PROTECTION APRON (RIPRAP S1128438550 \ ,A OPTION) PER ACHD SUPPLEMENTAL SPECIFICATIONS „ \ STD DWG SD-628. / 6 / 97.42' 57LF 6"PVC 4 12 14 \ N \ / N / 5 N 2 28LF 6"PVC 8 12 — — — \ op, 11 8 12 18LF 6"PVC v 9 12 oLLI � 3 / • � 4 o w � i UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON `liU) w . 12 7 12 7 / 1 5 12 _ SHEET 01. N ' �. — —EG — — � — — S89 15 25 E 353.18 — — — 52LF 4 PVC �. � �' —8 S — " 25LF 4"PVC \ / QJ\\� _ � � _ \ \ 15 _ = EG — EG ,- 11 4 12 / 4 / / 12 5 \ I�� \ \ 9 12 / \a- CL \ 12 29LF 4"PVC 3 11 II 40 5.00' I r 12 7 0 I' 11 11 13 ��Q� \ \ h 11 / 5 °`/ / I s o >� SHELBURNE > / / ,�A� SOUTH co i PHASE 2 W — � A/�'09CF / Q` I 47.00' - - - - -J co \ �,, R/w_ BLOCK 3 0 N w 6 J / p0' r7 Z � � I / \ Arc 11 / Op, 6 N I � i o E 5.00' \ G 10 / 11 / I 2 11 � P 4 5 12 / \ C WO a-(n 14 I I Q 7 12 5� \ / / �� KEY MAP �z - - - - Z 11 / / 1 \ 11 �j�F 11 1 11 N.T.S. _0 / 9 / �A — o �o \ \ / BLOCK 4 12 4 / Vc 9 12 — 6 12 Ie J v \ _ CU �Y "'Q / \\ �� \ '� / 11 o a I i APN# NOTE: wo / a / '� / I o 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL ��F 15 h 4 5 /\ \ �Fs� / 8 I s • E. ARABIAN DR. - - 2 S1128449800 N I BE OWNED AND OPERATED BY THE HOME OWNERS �Z 3 Q J �� A� �3O Q 12 41 / - _ ASSOCIATION. o W U O�� 15 �j/ , C p' / \ C�j. `� ' - 2. REFER TO SHEET 03 OF THESE PLANS FOR Ln:5 ��/ 11 16 / \ \ / 7 / — — 11 11 I 6 12 HORIZONTAL CONTROL LINE AND CURVE DATA. Z �Cf) �C / 4 12 / I _ o=vWa / \\ \ Ico I I r o a- 2 !�' , // �' W 17 / _ ii / w / \ 10 11 I 0 U � Y Z / O im 00 \ / \ �^ \ o_� P NORTH 0(0z N ' / \ o W� I I o o—a \ / _ -W \ o �� N I 15 GRAPHIC SCALE IN FEET (nzo \ -9 °' s} _ _ ``� 11 / 19 / �cS' co �^. 8> W ao 9 11 0 20 40 80 U) i00m lT \ 6<,� / / �8"S s I 12 8 I o o a wo \ ' s�;o 20 / — — _ — 8 LF OF 12" RCP © 2.34% Z RIQ \!� \ Lc 11 / RIM: 2703.76 — — — — � IV-)a- Aj — INV IN: 2696.81 12" RCP E 17 RIM: 2701.75 SHELBURNE SOUTH - PHASE 1 < 05 o �// \ / INV OUT: 2696.81 12" PVC S 16 INV OUT: 2697.00 12" RCP W W ��Qa MATCH LINE SEE SHEET 39 �/ IRRIGATION PLANof o Z 11 / 21 / $ 11 NOTE: CONTRACTOR TO = X Z COORDINATE WITH W 0 C,,Q \ 15 I _ I ENGINEER, DEVELOPER, Li II oAND AJACNT LAND zQ ��/� \ 22 N I 5.00' OWNERD FORE SITE ACCESS MERIDIAN, ID CO x Of A/ 11 / V 4.00' AND COORDINATION. oo>0;00 23 \ 7 12 12 5 7 Kiom ey >>> Horn 0 Z 0 a rnow� I I N�00 /x 0 F »a3 P71LF I 1 i C 0)0, K I V I I Y ��ORN nND nSSOC n I; S, I\C. m 12 7 40LF 4"PVC — 101 LF 4"PVC ;3`,0 c frock ccr., c 1"Ok O x 0�` I I PIRR 4 12 14 kcse, Iccno 83702 208 297—i 8`r o No 00 \ 4"PVC 11 7LF 4"PVC DESIGNED DRAWN CHECKED F= F 4;' PVC I 5 12 8�1 ° �SS�ONAL ENc/ ITC ITC TRB x W 6 11 274 LF OF 12" PVC @ 2.34% , �oF a tiFF SCALE (H): 1"=40' z Eo3� MATCH LINE SEE SHEET 39 ` �' SCALE (V): NONE W E x=¢ I Knowwbaesbelow. PIPE VE DATE: SHEET N0. W o a O Call before you dig. �1} `o o~w CALL 2 BUSINESS DAYS J 7% 0� O 8 31 2020 w LnZo MATCH LINE SEE SHEET 39 IN ADVANCE BEFORE N PROJECT NO. /� O Ld o I x W� YOU DIG,GRADE,OR c F 4 x EX MARKING OF HE SON O� 291015008 0 �z UNDERGROUND M C� DWG. NAME a "Z w a MEMBER UTILITIES w iX�o 5008-PH1-IR.dw of 40 shts a