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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 FOR US HWY 26 PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CIVIL IMPROVEMENT PLANS 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 ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE f� ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ,, W ALL TIMES. RODY SQUAR v 27 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. v 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS m SITE GONDOLA DR REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SUBDIVISION 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR N.T.S. MAYNOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING o THATC CALL MATER A SE IINSTALLAGENIES. AT THE RQUESTOED ON THISRPRO ECTGMEET TOE SPECIFICATION RI EQUIIREMOENTSA SET F ORTH IN GENEIRALPROOF A PORTION OF THE SW 4 OF SECTION 27, TOWNSHIP 4 NORTH , DAPHNE ST (J-) j CONSTRUCTION NOTE NO. 1. o 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES RANGE 1 WEST FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. MCMILLAN RD 9 INSPECTHE PUBLIC WORKSTDEPARTMENOVL T,AA DND FINL THE RADECISIONTANCE SHALLOBEAFINAL. SUCHNIDNSP CTIONSO S ALLCNIOT RELIEVESEWER CNSTRUTON SHALLBTHBEYCONTRACTOR ADA COUNTY, IDAHO VICIN/TYMAP FROM THE APPROVED RESPCO SOTRUICTION PLANSBILITY OF . CIVIL THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE CIVIL ENGINEER OWNER/DEVELOPER LAND SURVEYOR T4N, Rlw, SEC. 27 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. KIMLEY-HORN AND ASSOCIATES, INC. PINNACLE LAND DEVELOPMENT, L.L.C. IDAHO SURVEY GROUP 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 950 W. BANNOCK STREET, SUITE 1100 7629 E PINNACLE PEAK ROAD #110 9955 W. EMERALD ST. PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT BOISE, IDAHO 83702 SCOTTSDALE, AZ. 85255 BOISE, ID 83704 LEGEND LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. TELEPHONE: (208) 918-0100 TELEPHONE: (480) 401-0800 PHONE: (208) 846-8570 ABBREVIATIONS 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE CONTACT: BRANDON MCDOUGALD, PE CONTACT: RANDY CLARNO CONTACT: CODY MCCAMMON, PLS RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE - - PROPOSED CL ABC AGGREGATE BASE COURSE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE AC ACRES/ASPHALT CONCRETE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE PROPOSED SWALE ADA AMERICANS WITH DISABILITIES ACT AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR SITE DATA SHEET LIST TABLE B.C. BRASS CAP TO ANY EXCAVATION. PROPOSED SECTION LINE B/C BACK OF CURB ZONING: R-8 Sheet Number Sheet Title - - - -GROSS ACREAGE: 15.00 AC PROPERTY LINE/TRACT LINE BCF BRASS CAP FLUSH NET ACREAGE: 13.90 AC 01 COVER SHEET BOG BOTTOM OF GRAVEL PROPOSED CROWN LINE BOS BOTTOM OF SAND ROADWAY TOTAL NUMBER OF LOTS: 73 02 GRADING KEY MAP - - - - ROAD RIGHT OF WAY BW BOTTOM OF WALL 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY NUMBER OF BUILDING LOTS: 64 03 PAVING KEY MAP CF CUBIC FEET LOT LINE CFS CUBIC FEET PER SECOND CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. NUMBER OF COMMON LOTS: 9 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE GROSS DENSITY: 4.27 DU/AC 04 UTILITY KEY MAP C, CONC CONCRETE PIPE ZONE. DEVELOPMENT TYPE: SINGLE FAMILY RESIDENTIAL 05 LIGHTING & IRRIGATION KEY MAP - - - - - - - - - - - - - - - - EASEMENT COR CORNER COM CITY OF MERIDIAN NOTES: 06 GRADING PLAN LIMIT OF DISTURBANCE CY CUBIC YARDS ACHD NOTES 1. BLOCK 1, LOTS 8, 9, AND 10 ARE RESTRICTED TO SINGLE-STORY RESIDENCES. DTL DETAIL 2. A 6-FT CONCRETE WALL (OR OTHER AGREED UPON MATERIAL) WILL BE 07 GRADING PLAN DIP DUCTILE IRON PIPE 1. ANY REQUEST FOR VARIANCE OF DISTRICT POLICY MUST BE MADE IN WRITING AND REFERENCE THE APPROPRIATE CONSTRUCTED ALONG THE SHARED NORTHERN BOUNDARY OF BLOCK 1, LOTS 7-10. 08 PAVING PLAN & PROFILE S PROPOSED 8 SEWER DWG DRAWING SECTION(S) OF THE ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE MATERIAL MUST BE COORDINATED WITH NEIGHBOR. EOP EDGE OF PAVEMENT REQUEST IN WRITING. 09 PAVING PLAN & PROFILE W PROPOSED 8 WATER ESMT EASEMENT 2. ANY PRIVATE SEWER WATER OR OTHER NON-PUC REGULATED UTILITY ARE PROHIBITED FROM BEING LOCATED WITHIN THE BENCHMARK 10 PAVING PLAN & PROFILE EX. EXST EXISTING RIGHT-OF-WAY. PROPOSED CURB FF FINISHED FLOOR ELEVATION 3. ANY IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. HORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) 11 PAVING PLAN & PROFILE FG FINISHED GRADE ELEVATION VERTICAL: NAVD 88 12 PAVING PLAN & PROFILE EXISTING EDGE OF PAVEMENT FL FLOWLINE 4. ALL UTILITY RELOCATION COSTS ASSOCIATED WITH IMPROVING STREET FRONTAGES ABUTTING THE SITE SHALL BE BORNE BY THE DEVELOPER. 13 PAVING PLAN & PROFILE PROPOSED SEWER MANHOLE G/GUT GUTTER 5. IN ACCORDANCE WITH DISTRICT POLICY, 7203.3, THE APPLICANT MAY BE REQUIRED TO UPDATE ANY EXISTING WATER NOTES GB GRADE BREAK NON-COMPLIANT PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES ACT 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE 14 PAVING PLAN & PROFILE PROPOSED FIRE HYDRANT GW GROUNDWATER (ADA) REQUIREMENTS. THE APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO DISTRICT "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS 15 PAVING PLAN & PROFILE HDPE HIGH DENSITY POLYETHYLENE DEVELOPMENT REVIEW STAFF FOR REVIEW. THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION ® PROPOSED GATE VALVE HP HIGH POINT 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE NOTE NO. 1. 16 OFFSITE PAVING PLAN & PROFILE HR HOUR CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT 387-6284 (WITH FILE NUMBER) FOR 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER 17 OFFSITE PAVING PLAN & PROFILE PROPOSED RETAINING WALL INV INVERT DETAILS. MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF IRR IRRIGATION \TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 18 STORM DRAIN DETAIL / z SIDEWALK RAMP IR INFILTRATION RATE 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF 19 PAVING & DRAINAGE DETAILS H THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 WITH FILE NUMBERS) FOR DETAILS. LF LINEAR FEET ( VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 20 LIGHTING & SIGNING PLAN PROP. STORM DRAIN LP LOW POINT 8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT POLICY MANUAL, SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA MAX MAXIMUM ISPWC STANDARDS AND APPROVED SUPPLEMENTS, CONSTRUCTION SERVICES PROCEDURES AND ALL APPLICABLE ACHD 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 21 LIGHTING & SIGNING PLAN 0 PROP. CATCH BASIN MH MANHOLE ORDINANCES UNLESS SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO SHALL PREPARE AND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER MIN MINIMUM w CERTIFY ALL IMPROVEMENT PLANS. 22 UTILITY PLAN & PROFILE 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF SERVICES OR POTABLE WATER MAINS - 12 -� PROPOSED CONTOUR N.T.S. NOT TO SCALE �Z SHALL BE A MINIMUM OF SIX 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE 23 UTILITY PLAN & PROFILE N.P.D.E.S. NATIONAL POLLUTION DISCHARGE ELIMINATION THE ADA COUNTY HIGHWAY DISTRICT PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. ( ) EXISTING CONTOURS SYSTEM 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY. THE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 24 UTILITY PLAN & PROFILE (18) INCHES OF VERTICAL SEPARATION THE CROSSING SHALL BE CONSTRUCTED IN gg 79 TOP OF CURB ELEVATION P PAVEMENT ELEVATION Of V)wo CONTRACTOR AT NO COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE CONTRACTOR ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 25 UTILITY PLAN & PROFILE PC POINT OF CURVATURE Qo SHALL CALL DIGLINE (1-800-342-1585) AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING GROUND WITHIN ACHD WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES 26 UTILITY PLAN & PROFILE gg 79 EDGE OF PAVEMENT ELEVATION PE PAVEMENT EDGE �z RIGHT-OF-WAY. THE CONTRACTOR SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD (IDAPA 58.01.16). PT POINT OF TANGENCY z CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. 27 UTILITY PLAN & PROFILE GRADE BREAK PUE PUBLIC UTILITY EASEMENT 0Of 0 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 PERCENT. PVC POLYVINYL CHLORIDE ( �r THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY I.E. SEEPAGE 28 UTILITY PLAN & PROFILE THERE ARE NO TOLERANCES ALLOWED. 10.00 PROPOSED SPOT PVI POINT OF VERTICAL INTERSECTION oY 12. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN BEDS, DRAINAGE SWALES). 29 UTILITY PLAN & PROFILE ELEVATION R RADIUS/RANGE wo ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: COLLECTOR, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER 30 IRRIGATION PLAN 10.00 EXISTING PAVEMENT R/W RIGHT-OF-WAY �> SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SPOT ELEVATION REF REFERENCE N LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (Y2 ) MIX, PG-64-28 THREE INCHES SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 31 IRRIGATION PLAN 3" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN GREATER. REV REVISION Q w� ( ) PUBLIC WORKS INSPECTOR. 32 GRAVITY IRRIGATION PROFILES PROP HEADWALL SCH SCHEDULE 00 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN SEC SECTION a a= ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. DRAINAGE NOTES 33 GRAVITY IRRIGATION PROFILES SF SQUARE FEET �w A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND SHLDR SHOULDER z INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 34 POND & IRRIGATION DETAILS PROP. CATCH BASIN, SAND & 0 wJ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL OD OD GREASE TRAP SID SEEPAGE BED w< B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE SPEC SPECIFICATION REPLACE THE ENTIRE ROADWAY SURFACE. PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND SS SANITARY SEWER Y 0z C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL o� CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING STORM WATER INFRASTRUCTURE ST. 0 rU PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING EASEMENT STD STANDARD o ° za SW SIDEWALK a �? D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE OFFICIAL UNDER THE APPROPRIATE PERMIT. W oV) BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. ® PROPOSED STORM DRAIN MANHOLE SY SQUARE YARDS TC TOP OF CURB 0 W0 E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION o z< TF TOP OF FOOTING O �z BEGINS. PROPOSED STREETLIGHT TOG TOP OF GRAVEL TRW TOP OF RETAINING WALL r �w SEWER NOTES U N� TSR TOP OF SAFETY RAIL to O L_Y TW TOP OF WALL o a 3 wZ 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL TYP TYPICAL Z -° �o AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. z N< 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM BRODY SQUARE Of Zo DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 0 Qo AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE Plans Are Accepted For PublicOf j aZ CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING Street Construction COVER SHEET a wF_ WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ° wa 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS By stamping and signing the improvement plans, the Registered W 0 o Engineer ensures the District that the plans conform to all District a W SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER policies and standards. Variances or waivers must be specifical- MERIDIAN ID o z a ly and previously approved by the District in writing. Acceptance ' a MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE of the improvement plans by the District does not relieve the CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA ► APPROVED FOR Registered Engineer of these responsibilities. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Iallo C3111!STFVT1+ 111 BY DATE: w� 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE ADA COUNTY HIGHWAY DISTRICT Ki0m1ey >>> Horn 0 0� CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE These plans andior specifications have been reviewed for Q z� © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m c, Q 2017 ACHD STORMWATER DESIGN GUIDELINES. compliance with Meridian City Standards and Specifcations. This Q) Fw review [foes not relieve the owner. engineer, or contractor of the 950 Bannock Street, Suite 1100 Z L)D responsibility to design andor construct those facilities incompliance Boise, Idaho 83702 208 297-2885 N o PRESSURIZED IRRIGATION with all current applicable tederali, state and Racal laws, rules, 7 DESIGNED DRAWN CHECKED W _= regulations, ordinances, development agreements, specifications, ■ ` 01 FOSS\OVAL e��iti ITC ITC TRB N ~~ 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS orders or approvals, all of which the City retains the right to enforce. 1 �1 1 ' �� �ENSF10 FF z �z F ■ , Q SCALE (H): N/A o 0 o BEING CONSTRUCTED. Inconsistencies not noted b City staff shall not be construed as r �� y . . . � T- _ SCALE (V): N A w Uz 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND approved unless specifically addressed in writing by the City. Any ■ . ■ _¢ THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL proposed revision to these plans must be submitted for review and r Know�rsbelow. PPIR`OVE DATE: SHEET NO. W rn m w ■ Call before you dig. 12Lj _ N oW QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. compliance with the Meridian City Standards and Specifications _ 1 CO s o 10 13 2020 w ■ o zo before said revision is constructed, CALL IN ADVANCEBEFORE q P PROJECT NO. o U n L5 d • YOU DIG, g ■ • 01 EXCAVATE FOR ETHE N 291015009 0 X U /w o? UNDERGROUND■ • • MEMBER UTILITIES ES DWG. NAME V 34 a arril' ate MARKING OF W X F-0 5009-C R.dw of shts FOUND BRASS CAP AT NW CORNER OF SW j OF SEC 27, T4N, R1 W. I I I I APN: APN: I I SO427325830 SO427325702 I I 1 — lI i I I PROPERTY LINE I I I r— — — — — — — -S89°17'41"E- — — — — — 635.80' - - - - - 1 i S89.17'41"E I I 25.00' , I I 10 1 9 I 8 1 7 BLOCK 15 14 13 12 I 1 II l i I I I 11 I I I I I I I I I I I I ; I I ; I 1 L - - 12 W- WAPOOT ST. o rn 13 olrn I I. I - I o 00 Z 20 10 14 I i I III I o M 14 it I I I I 2 BLOCK 31 19 I 9 I III 1, 5 I — 111 I I 3 I I � I 18 I g I — I I -17 I I 1 III 1 — 16— — — — i T-I --- --- — — 4 II i1 17 1 7 I 1 II jl BLOCK 1 - - 1 I IIIII 17 1 _ — j 1 I II I 6 16 1 1111 1 I 1 1 1 1 p l 1 I APN. SECTION LINE i 1 II I I I I 1 - - i 1 1 I I 0 1 I R0982010025 1 1 II 11 18 I I I I I I _ _ BLOCK 5 I 6 I o m 5 Z 5 1 II I I1111 _ _ 1 1 1 1 1 I I ' 1 11 11 I I 19 11111I I I 7 IIII I I 4 1 oil1 1 14 1 1 � ; 11111 1 III j20 8 I Ili — — — — — 3 PROPERTY LINE �z I `u J I I 21 �� ,' I I Plans Are Acce ted For Public ow I I P I I I I �i \ \ \ _\ I 2 I I I Street Construction i9 \ \ I I I By stamping and signing the improvement plans, the Registered a — I 22 I / \ I Engineer ensures the District that the plans conform to all District o I q I — — — \ — 1 1 — 1 — — — — — — — — — — policies and standards. Variances or waivers must be specifical— r Z i \ = J ly and previously approved by the District in writing. Acceptance \ \ — of the improvement plans by the District does not relieve the 00 E. DAPHNE ST. Registered Engineer of these responsibilities. �w NO`31'09"E W- DAPHNE ST 6 — — — — — — — — d I \ i BY DATE: o Y 1.85' I - _ ADA COUNTY HIGHWAY DISTRICT wo I / - - _ I - - 6 - - - - - - - - - z 0� �< 2 NOTE: () 1 - - - - II �0::) i I 1 I 5 I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO Q BACK OF CURB, BACK OF HEADWALL, OR CENTER OF � I i IIIII I m PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z w IIIII I - - BLOCK 3 I - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2% _� I IIIII I I I I� 1 1 10 1 11 I 12 1 13 1 I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT }� I I IIII I I I I I I I 4Z o I RAMP.Z Ic 3. REFER TO SHEET 03 OF THESE PLANS FOR J Q — — I R0982000020 W o Z_ IIIII I - - HORIZONTAL CONTROL LINE AND CURVE DATA. 0 oLn I 11111 I z N Z< I I I III INzQ I Illlj I 4 3 0 GRAPHIC SCALE IN FEET W BLOCK 4 I 0 30 60 120 NORTH w= 11111 I W. APGAR ST. s} I I I I I I 5 ���„ - 1 wLO o �W I - — — ��;o Y30 I-- m zz 11 11111111 W I I I 2 II o�o BRODY SQUARE NOI 0zQ aol oI III I I I I I I I I of j Z 1 12 I 13 I14 Ia 7 10 1 11 V) wo II BLOCK 2 1 1 GRADING KEY MAP 6 WN I II I1 I W _� I I a F_ — - - - - - - - - — MERIDIAN, ID z::) a - - - - - S89`1752 E- - - -- _- - - _ - - - _ _- - - j ola� APN: IKi' m ey >>> Horn U o 3 PROPERTY LINE z �,22 i o -0 SO427333500 w o�o� Q a3 I © 2020 KIMLEY—HORN AND ASSOCIATES, INC. W ja, Z I 1 I 950 Bannock Street, Suite 1100 0 C 0 UM I I Boise, Idaho 83702 208 297-7885 0 U I 11 x CL W� DESIGNED DRAWN CHECKED W m o I o��SS\ONAN S�N�/,J,� ITC ITC TR B 0 0�0 8�' o Q� O F� SCALE (H): 1"=60' 0 o X�� I ��� "'�T SCALE (V): N A W o m=� I KrKm below. PPIROVE DATE: SHEET NO. o Call before you dig. J 20 Ll O �0~w ` CALL 2 BUSINESS DAYS 1 0 13 2020 >O IN ADVANCE BEFORE PROJECT NO. C)�w� FOUND BRASS CAP YOU DIG,GRADE,OR C NO2 "m� T AT SW CORNER OF EXCAVATE FOR THE 291015009 0 MARKING OF =vs 00SEC 27, T4N, R1 W. UNDERGROUND FDWG. NAME a /w vo a MEMBER UTILITIES w X�o 5009-GD-KM.dw of 34 shtsa. FOUND BRASS CAP AT NW CORNER OF SW a OF SEC 27, T4N, R1 W. I I APN: APN: 1 I I SO427325830 SO427325702 1 I I I I I PROPERTY LINE i I - -S89°17'41"E- - 635.80' 1 i S89°17'41"E / 1 125 goo' BLOCK 1 1 I I 11 1 10 1 9 1 8 1 7 1 6 15 14 13 12 1 1 I w I o 0) 1 ir _ _ LINE TABLE L3 L4 I LINE LENGTH BEARING W. WAPOOT ST. L1 206.50 S89°16 58.00 E I �I13 �� �� - - - - �� ° 11 L2 480.81 NO°31'09.00"E I _ _ L3 277.30 S89°28'51.00"E 20 I 10 I L4 133.50 S89°28'51.00"E 1 2 BLOCK 14 - i i I - I I - L5 525.42 NO°31'09.00"E 1 17 1 11I 1 1 O BLOCK.3 1 19 I I g I L6 133.50 S89°16'58.00"E I l i 1 III 1 1 i i t 1 I I L7 194.68 NO°31'09.00"E 1 II 15 - i I 1 i - Sao o L8 135.09 No°31'09.00"E I_ - II 3 1 1 1 18 1 8 L9 277.30 S89°28'51.55"E 0 1 II L10 152.29 NO 31 09.00 E I 1 I 1 II I I - 16 - - - T_� - 1 II I 1 1 4 1 1 1 17 1 7 1 IIII - � I 111 11 1 II 1 II II BLOCK 1 1 i IIIII l i t 1 1 _ W 1 i II 1 i 1 ii li I 17 6 5 1 1 1 1 16 �IQ 1 1 j 11 jl 1 - 1 j j 1 1 J p I _ 1 APN: CURVE TABLE SECTION LINE I i ii i I 18 I 1 1 1 1 _ I BLOCK 5 1 R0982010025 1 1 1 1 1 I CURVE RADIUS LENGTH DELTA TANGENT IIIII 1 1 6 1 1 1 1 1 15 m 5 1 11 1 1 C1 43.50' 68.33' 90°00'00" 43.50' 1 I 1 11 1 N 1 1 1 1 1 1 I C2 43.50' 68.33' 90°00'01" 43.50' 1 ; 11111 I 19 1 II � I 1 1 7 4 I - � 14 1 I PROPERTY LINE 1 09 1 II 1 II I 20 1 1 IIIII 8 / _ -- - - 3 1 11 1 I 21 1 ` 1 Plans Are Accepted For Public Ld I I I I I �� ,��/ ���\ � _ I 1 2 1 1 Street Construction Ld j - - I / i9 \ I 1 j 1 By stamping and signing the improvement plans, the Registered V)a - - - I - 22 1 / 1 (' - - Engineer ensures the District that the plans conform to all District a o �> policies and standards. Variances or waivers must be specifical- �a - - - - - - 2.5 AC SURFACE COURSE ly and previously approved by the District in writing. Acceptance _ I \ u T of the improvement plans by the District does not relieve the L)z Q L1 - i L6 E. �AP NE S I� O Q 4" ABC Registered Engineer of these responsibilities. Ow NO°31'09"E I O 8 - - \ - _ (� o 1 - - - - - - . BY DATE: �Y 1.85' ADA COUNTY HIGHWAY DISTRICT 6 I _ - _ - - zo j � 1 1 � - - - - - - - - - - - 10" GRANULAR SUBBASE 0� - - - w 1 1 1 1 - - III-1 I I -I PER ITD AND ACHD m o I u7 U 1 - - - - 1 I-III=-III- NOTE: 0 o� 2 w 5 = - _ _ _ _ _ 1. ALL STATIONS OFFSETS NORTHINGS EASTINGS ARE TO O III-III-III-I z �i 1 I 1 I-III-III-III- BACK OF CURB, BACK OF HEADWALL, OR CENTER OF IIIL'j I IIII I / / m 1 PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. Z BLOCK 3 NOTE: 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA L w= 16 IIIII I I Iz 1 10 I 11 I 12 1 13 1 1 14 1 0 r- 1. PAVEMENT SECTIONS PER RECOMMENDATIONS STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W I IIIII 0 1 1 1 4 ;'� o INCLUDED WITHIN GEOTECHNICAL REPORT LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A oZ i I r o M APN: PREPARED BY ALLWEST TESTING & ENGINEERING, RAMP. le rw I IIIII J 1 1 zl DATED 03/04/2020. 3. REFER TO SHEET 03 OF THESE PLANS FOR _ R0982000020 o Z- 1 I IIIII I HORIZONTAL CONTROL LINE AND CURVE DATA. _ m O LOCAL ROAD O o IN zQ II 4 PAVEMENT SECTION ZW INTERNAL LOCAL STREETS GRAPHIC SCALE IN FEET w= I IIII - - �� - 1 L9 - 1 BLOCK 4 `` 1 I i I II I1 I W. APGAR ST. 0 30 60 120 NORTH O w� I IIIII 5 1 - I NOT TO SCALE to 3 `oY 1 IIIII - - - - - - - - ® I` 1 a zCO 1 I I IIII z Y I IIIII 2 I 3" AC SURFACE o N� IIIIOf COURSE BRODY SQUARE Z Q , 1 1 I ao 6" ABC 1 I PAVING KEY MAP of IIIII I 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 141 IIIII w� 1 I IIIII BLOCK 2 1 1 1 - - 13" GRANULAR SUBBASE W =� I I U _ - PER ITD AND ACHD 1 _ - _ _ _ _ _ __ _ _ S89°17'S2E _ _ _ _ _ _ _ _ I=1 11= =1 I I MERIDIAN, ID �_lil I I Il lil 1 1 1 lil 1 1 E N - 630.80 - - - I F� APN: Kiom ey >>> Horn o Z PROPERTY LINE z �, Z �N~ NOTE: o Qo SO427333500 1. PAVEMENT SECTIONS PER RECOMMENDATIONS (02020 KIMLEY-HORN AND ASSOCIATES, INC.. z� /rn�z 1 INCLUDED WITHIN GEOTECHNICAL REPORT 950 Bannock Street, Suite 1100 0 C o wm PREPARED BY ALLWEST TESTING & ENGINEERING, o LnQD I Boise, Idaho 83702 208 297-2885 N x Z00 O 1 1 DATED 03/04/2020. DESIGNED DRAWN CHECKED m= o��SS\ONAN S�N ,�� ITC ITC TR B N 0 0=Z COLLECTOR ROAD 8�� ° Q� o �� scALE (H): 1"=60' o r) PAVEMENT SECTION ��� T SCALE (V): N A WZ W �,�rsbelow PPIROVE DATE: SHEET NO. �00~J OFFSITE COLLECTOR STREETS Call before you dig. j,1 21 o = , ;W /o O ' NOT TO SCALE CALL 2 BUSINESS DAYS �9Q� u 1 0 13 2020 W w� FOUND BRASS CAP IN ADVANCE BEFORE PROJECT N0. z XI xU� • AT SW CORNER OF EXCAVATE FORYOU DIG, E THE N 291015009 0� W MARKING OF a-L,SZ SEC 27, T4N, R1 W. UNDERGROUND DWG. NAME a /w rn a MEMBER UTILITIES w x�0 5009-PV-KM.dw of 34 shts FOUND BRASS CAP AT NW CORNER OF SW a OF SEC 27, T4N, R1 W. I I APN: APN: 1 I I SO427325830 SO427325702 I I II I i I I PROPERTY LINE i I — -S89.17'41"E- � I I 635.80' 1 i S89.17'41"E 1 I 25.00' , I BLOCK 10 I 9 18 1 7 6K1 15 14 13 12 I 1 II 11 � I I 1 � L 12 8w�: v� � — — 8W 1 i I 25 — — — „-s 8 s 26 8' s 13 �MH 11- - - - - - - - MH 12 — 11 MH 13 I I 1 MH 10 20 1 10 19-1 114 — 1 w — m r- l II I °0 I 2 BLOCK 3 19 I 00 00 9 z' �' IIII I 5 I I I I — -00 00 I I 3 I I I I 18 1 8 � M 1 111 � I 24 1 11 11 I 1 1 — 1 1 1 16 0o I T I t I Illi I — 1 3 1 4 � i i t 17 I 7 I II j l BLOCK 1 1 00 1 _ I I I I j `n 3 1 i 1 II II 1 I i I 11 � — MH 21 7 1 i t IIIII 1 I I 6 1 �i I1111I � — MH2O 5 I 111 I 16 I I I I IIIII 1 1 1 I APN. SECTION LINE 18 I 1 — I — 2 7 BLOCK 5 R0982010025 I I I I o I ill I I I I — 1 1 6 Cn I I Ki15 5 I ao I I I I IIII o I I 1 1 1 I IIIII 1 1 19 3 1 1 1 1 — cn 3 1 I 1 11 i l l I � I 00 7 1 1� 1 1 � ao ao 1 4 I II 1 1 1 1 1 I I I 14 I I I PROPERTY LINE 23 IIIII 20 III — I IIIII 8 I " � - - — 3 � I Ld 1 — ujZ I I 21 U) i � I 00 1 2 aN I I co 9 MH i 4 - - I uj I I / � � � - - - ' I 22 I I 1 I4L 1 3Q I a — — — — — — — — — — — — — — — — ~af MH 03 3o 22 '� — \� ��; 8o 22 — w , I 7 J oY IO`31'09"E-A. I _ _ _ 1MH 04 1 - - — — 1.85 i 1 — —6 — - - - — — — —' N z — — cn I I w Zm i a LLj l i I 2 co I - - - - 5 I NOTE: N 0::) 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO d n I 1 MH 09 �3 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF L)m w IIIII _ BLOCK 3 I 1 — PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z 0')I U IIIII I 1 I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = o �n I I I I I I I I 1 I 10 I 11 I 12 I 13 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W a �Z I o IIIII 1 I 4 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. o APN: 0 }� ? ; IIIII I I I R0982000020 3. REFER TO SHEET 03 OF THESE PLANS FOR c 00 I Go ; IIIII — HORIZONTAL CONTROL LINE AND CURVE DATA. W 29 — � O oQ I I IIIII MH 05 — — — I o IIIIII 4 zQ IIIII ,_c� I 3 Lnz IIIIII o 0 1 I i — — �o Q GRAPHIC SCALE IN FEET , 0 �} to I IIIIII 5 .�, 8"S 28 8 1 3 BLOCS 0 30 60 120 NORTH �� 1 IIIII — o' i`Y IIIII — 00 w I a 0 Ld I i IIIII MH 06 MH 07 2 0 Y �F- 1111I 1 0 Q 1 z ,0 BRODY SQUARE N �a � IIIII IIII 1 1 — 1111I , 6 1 7 1 8 1 g 1 10 I 11 1 12 1 13 1141 I I UTILITY KEY MAP = 1 I IIIIII BLOCK 2 1 1 a i wa IIIII I W ao=x 1 a C� _ 1L — - - - - - - — — MERIDIAN, ID s Ex L7Q 1 — — — — — — — S89.17'52"E- — — — _ — o — 630.80'— — — MH 08 1 0 o w�3 PROPERTY LINE APN: Kio � ey ))) Horn 0 1 L 0" SO427333500 0a-m m Q a3 5 2020 KIMLEY—HORN AND ASSOCIATES, INC. �QFw 1 I 950 Bannock Street, Suite 1100 0 L o�� I Boise, Idaho 83702 208 297-2885 v00, a x 00 1 I DESIGNED DRAWN CHECKED w m= 1 o��SS\ONAN F�c��F ITC ITC TR B N oo�0 1 ��� Q� D F� SCALE (H): 1"=60' o 0030 1 ��� SCALE (V): N A W WZ Xul om J 1 Know whaes below. PPIOVE DATE: SHEET NO. N o Call before you dig. �9 Q Q F � ~w CALL 2 BUSINESS DAYS Z 1 0 13 2020 �0 w WT---AT FOUND BRASS CAP IN ADVANCE BEFORE PROJECT N0. Z YOU DIG,GRADE,OR C 04 j xmm SW CORNER OF EXCAVATE FOR THE 291015009 _U)om SEC 27, T4N, R1 W. UNDERGROUND DWG. NAME a /w cn a MEMBER UTILITIES w N1 X�0 5009-UT-KM.dw of 34 shtsa. FOUND BRASS CAP AT NW CORNER OF SW a OF SEC 27, T4N, R1 W. I , I APN: APN: I I SO427325830 SO427325702 I i I PROPERTY LINE i i I I — -S89°17'41"E- I S89°17'41"E I 25.00' BLOCK 10 I 9 I 8 1 7 6K1 15 14 13 12 I 1 I I I I I 11 I I I I I I I I I I 1 �o I I �'� IIIII III IiIltII jIII LII I 12 W II WIIll_Ai IIi_PIli OIIiI —OI1 T—ST. 13— 2--0 1— 0 14 2 BLOCK 3 19 9— CwID 5� o1-00 nI o � IIII 3 211 31 18 I $ MIS z III I — — I — I 16 - - lili ° 4 � I II 17 I T 7 BLOCK 1 1 IIII 17 I II II — j l � — 6 I IIIII 5 II II jljll I Ij jj I 16 I p I APN: SECTION LINE i I III I I I I I I I O ° R0982010025 III 18 I I I I I I _ Q� BLOCK 5 IIIII - - I I 6 I I I I I 5 0 ca Z 5 I I I 19 IIIII I 7 I ll I I I 4 1 I I I I 14 ; IIII I I I I IIII 20 IIII 8 I " i _ - - - - - 3 IIIjI I _ _ I lJ� � � I I NPROPERTY LINE LEGEND �z 1 i `JI I I 21 if / I IRRIGATION PLAN SHEET NUMBER W I I 1 a-o — ; I 22 �. ---9 �a — — — �Z — — — — — — LIGHTING AND SIGNING SHEET NUMBER 2 O 3 O E. DAPHNE ST. oew NO°31'09"E I 1 OJ �Y 1.85, wo - ' I— — — — — — — — — — — — — — — — — — — — z 6 _ w Zm w 00Rn o � of I 2 U I - - - - 5 �I NOTE: N o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO dMo I� I I I zl BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �m ZI I IIIII I — — m BLOCK 3 — — PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. W� IIIIII i Z I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA V)= i IIIIII I �I I I 1 p I 11 I 12 I 13 I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%.Uj W C 0? I IIIII 4 APN: LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A o RAMP. }w 1 IIIII I 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 — — R0982000020 J o� IIIII I — — HORIZONTAL CONTROL LINE AND CURVE DATA. I W o Zoto C,4 ZQ IIIII 1 Z V) fn Z 1 _ 3 r IIIIII — — BLOCK 4 GRAPHIC SCALE IN FEET , s} I I ;I IIIIII I 5 W APGAR ST — 0 30 60 120 NORTH 0 w I IIIII — Y a oZ 1 ��I IIIII z Y �a IIIII 2 0 zQ IIIIII I I I BRODY SQUARE Of mda IN III I I_I — I - - I I I j Of 141 1Z 6 7 8 9 10 I 11 I I 1 I LIGHTING IRRIGATION BLOCK 2 N KEY MAPao I II I I I a a O 0 MERIDIAN, ID S89`1752E - - - - - - - - — — — - - E � Kiomo3 PROPERTY LINE APN: o�w- WWUz" SO427333500 0a-0 m Q,—a3 © 2020 KIMLEY—HORN AND ASSOCIATES, INC. �QFw I I 950 Bannock Street, Suite 1100 Z .C-C)�� I Boise, Idaho 83702 208 297-2885 N a x Z" I I DESIGNED DRAWN CHECKED Of m= o��SS\ONAN 2c��F ITC ITC TR B N 0 0�0 8�' ° Q� D <`� SCALE (H): 1"=60' o o 03 W SCALE (V): N/A W x W Z o =a Know wharsbdow. PPIOVE DATE: SHEET NO. W m H J N~o Call before you dig. �q `" 10 13 2020 �0 F w CALL 2 BUSINESS DAYS FOUND BRASS CAP IN ADVANCE BEFORE PROJECT N0. Z YOU DIG,GRADE,OR C 05 � I x�� AT SW CORNER OF EXCAVATE FOR THE 291015009 _ MARKING OF U)in z00 SEC 27, T4N, R1 W. UNDERGROUND DWG. NAME a /Lv cn a MEMBER UTILITIES w N1 X�0 5009-IRR-KM.dw of 34 shtsa. GRADING CONSTRUCTION NOTES O1 INSTALL RETAINING SEAT WALL. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT 4" THICK SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. WIDTH PER PLAN. SEE PAVING PLANS (SHEET 08 - SHEET 15) FOR STORM DRAIN CONSTRUCTION. IL I I I I 1 I I I I I I I I LOT I PROPERTY LINE 6' VINYL FENCE MATCHLINE SEE SHEET 07 1 1 I 12' MAX 2' j I I I MATCHLINE SEE SHEET 07 I 1 I I M o� 2536.SW - MATCHLINE SEE SHEET 07 EX. GRADE 2540.11 1 2541.61 N I I I I BLOCK 3 N NN 14 P I 12540.55 FG N I I I 14: 1 X II 4: 1 1 SW `y � N I I 3: 1 Q -o, o N r-In I 2542.14t I BLOCK 1 N N N 20 ,n �v o I 4 o I - - In N I E G I I I I p II N o N 0 0 � �0 x z II I o $ N N N BLOCK 3 I 1 3 N N BLOCK 5 \\2540.14 �, o - _ _ _ N ,� II II I LOT GRADING LEGEND P, 0 2541.61 Q u o I I N �� II II I I N I 0 I FG - - - No �N Q z� I l / I N x z� IPROPERTY LINE DG PER PLAN \ I i t I I NN � o N 3 TYP 2539.17 /i _-- - -I // I N N I - - �o - - I 12541.99E // // //\\//\\//\\//\ \\//\\/ /\\ MIN MIN TOP OF STEM WALL ELEVATION 1 N I I I N �� LLO N - - - - SW / / - - - o� EG \ \\/\\ \\/\\/\\/\\/\\/\\/\ \\/\ MAX MAX TOP OF STEM WALL ELEVATION 4: 1 I I 2 TYP �o N `� 2540.75 / t I N u7� I /� / /\/\/\/\/\/�/' DG ROUGH GRADING DESIGN GRADE � / / / / /\ / I N N o 5 TYP 2 SW / I 1 ® I 0 I 21 / /� 9 I 2540.27 � �� I SWALE PER IRC XzN N I �� / / LP 2 Lo I 2 2541.62 Q -o I / i PND-1 2540.40 0 N N N I - - o - - I I / 0 2540.40 II II I I - I � � 2541.64 s'� �� i VOL REQ:54,446 CF 2540.43 � x z 2540.44 FG ; SW 3 voL PRov:s7,208 cF 0 2540.43 �o I I REAR LOT GRADING DETAIL TYPE 1 N.T.S. 2540.45 - �� HW=39.50 2540.46 2540.45 - - - I 254 J ISEE SHEETS Q �- ( � BTM=32.50 � 1 I \ 1 3 TYP I EG 2540.52 TTT7-- 11-i \ - 32-33 FOR GIRR � 1 - - - - P 2540.78 - U �-N 1 a 34 2533: - - _25 _ -- 2540.94 2541.93 .�2540.11 2540.83 _ _ I I N ��\ \ - _ �' 2535, / 2540.66 E. DAPHNE ST. 07 - - - W. DAP_l lNE ST o.78 0 T. m � 5 �c'`��9 2 � - - 2536�� - _�� � � 1.61% _ � 2 2542.00 - .-r 2540.82 2540.H0"Z 2540.93 _ _ o Z N �s s38 2540.75 2540.79 ' Q Ssr2 25427 0 0 2540.78 ---------- 2540.58 o SW 2.77 r' szj SW 2540.88 2541.92 - I P - -TYP- 0 770/ r' �L I Q - 2540.96 - - - - Cn Cn 2 \ 2543 2540.75 / V) V) 2540.68 2540.78 m 1 - Fjr 254 2540.79 2540.73 EG I 2540.72 - - 0 1 2541.29 2540.80 � I I 2542.29 o - SW - SW - Z 2540.77 00 M I TW TW 06 2540.99 FG °' - TYP I d - T - ri 2540.80 N N _ - - - - - - - - - - _ SW � 2 SEE SHEETS 5 , I - - ° 1 I 2540 N u)u7 2 I °' `� 32-33 FOR GIRR N NN MAX ° MAX Ln N N I'7 CD I I I I I I o I 4: 1 i I X II II N254' .17 o o � a zo > , Lo HIP I I I I �r � MIN FG MIN FG I 2540.78 a z o v7 N I rn � o 0 IIIII / o N BLOCK 3 I 0 - - - - 2541.09E / 10 IIII . I P /�� - - - I I I I NLLCC1)4 EG 3: Y/ 2542.32 Ln /� \ KEY MAP 5' FG ri o N o 5 335 � \\\ ° u o / \ N.T.S. 1 N� MAX=2543.89 MAX=2543.88 MAX=2543.69 MAX=2543.27 S/W B/C S/W (�j N - I III S/W I 4 3 000 , -1 4 �� APN: DG DG 1 Ins In MIN=2543.39 MIN=2543.38 MIN=2543.19 MIN=2542.77 N I u7In U.1 NNN M N DG=2542.39 DG=2542.38 DG=2542.19 DG=2541.77 I d 4 NNN R0982000020 / / / / Plans Are Accepted For Public 1 I/ X II II I I I I II I, ,I \/\\/\\ \/\\/�� p W 2540.94 Q Z" In 10 1 11 I 12 13 I N N Q zo NOT A PART ° /\/\ Street Construction N I I I I P � �0 I N I o � �oa_0 \� � I III I I I I I N \ ° o \ \ By stamping and signing the improvement plans, the Registered - - - - 2541.37E '�\/ /\\/\\/\\/\\/\\/\\ I> ° \\/\a I I() 2542.62 In 1 v7 Engineer ensures the District that the plans conform to all District a o I I N III 1 2541.52 FG "� �00 N 2541.66 EG / // // // // // // / / policies and standards. Variances or waivers must be specifical- �Q I 3: 2543 In I o \ \ \ \ \ \ \ \ \\/ �Z SW \ Y N 2 TYP oo I \ \ \ \ \ \ \ \ FOOTING PER FOUNDATIONly and previously approved by the District in writing. Acceptance 254169 N FOOTING PER FOUNDATION / / / / / / / / /� I I II � I 4 I r7 n of the improvement plans by the District does not relieve the 00 � N �� 2541.684:t�� N� PLAN BY OTHERS. / / / / / / / / / /\PLAN BY OTHERS. Registered Engineer of these responsibilities. I4: 1 N ,n I2542.75 NNN - - - - - - FG I \�/\\ \\ \\ \\ \\ \\ \\\\\/ \\\\�, o I • I l0 2541.12 FG a zc� 2541.88 2542.12 _ _ _ 3 N Ln NN BLOCK 4 \// /j//j// / /\ / \/' BY DATE: Y I Ln 2542.85 0 2541.65 2541.78 _ II II \\ \ \\\ ADA COUNTY HIGHWAY DISTRICT Z o I P 0.40% -�2s fr' I 2541.42 0.72% Q z c� \\ \\ J~ � � oN - - - II - E0.40% 42� 0.720 = - �o zm I I i N N I I 12541P 9 5 2541.51 2541.60 W. APGAR ST. .-f" 42 2542.HP� I 2541.45 _ - LO I w 2 - 2541.66E N II I I I SW -S�2 2541.78 2541.98 2542.12 2541.66 - - - - EG NOTE: N o� Q 1 III I 2543.05 2543.00 L 2541.86 - - - - 2542_TYP \ I N I In In PAD & FINISH FLOOR GRADING DETAIL N.T.S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO 1 2s 2542.01 2 ��, BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE V I 4: 1 I 2543.10 A \ ` I I ri Z �U i `� 47 `V UNLESS OTHERWISE SPECIFIED ON PLANS. 1 C° IIIII 2541.27 2542.98 V i III P FG 2543 R/W 2 N NN 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �= I Q I I I I I I I I I I X II II STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. r �U N I I I A5' I I I I I I I I Q zo LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y o= I m I IIII S/W 6 7 8 10 11 12 13 RAMP. o r� IIIII I TYP I I� 2542.05E 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL 3: 2 MAX=2543.60 MAX=2543.50 MAX=2543.50 MAX=2543.60 MAX=2543.78 MAX=2543.98 MAX=2543.65 MAX=2543.27 _ EG CONTROL LINE AND CURVE DATA. oo I i I 1 MIN=2543.10 MIN=2543.00 MIN=2543.00 MIN=2543.10 MIN=2543.28 MIN=2543.48 MIN=2543.15 MIN=2542.77 4 1 N N I W 0 oQ II DG=2542.10 DG=2542.00 DG=2542.00 DG=2542.10 DG=2542.28 DG=2542.48 DG=2542.15 DG=2541.77 N 0 I` NN o Hz I II 1 o zQ I 4: 1 I I I I I I I I I N L� o �o I i IIIII I I I I BLOCK 2 I 1 rn rn 1 (I N I GRAPHIC SCALE IN FEET KSos} i I 5�1 11 Q z� I 0 20 40 80 NORTH N W T 1 2543.05 �2 � �o / to ooV, 2542.38- - - - FG- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - -- L`i � N - - - - - - - �5�2 U Y O r ~ X W Z I - _ - - - - - - - - - - - - 2542.12t z L 2540.91 f 2540.93E 2541.14E 2540.99E 2541.17t 2541.15t 2541.06t 2541.17E 2541.29E - _ I EG o o 01Ln� I BRODY SQUARE 0 1za EG\ EG EG EG EG EG EG EG EGOf C,o ao PROPERTY LINE LIMITS OF DISTURBANCE 1 APN: of Iof Lo X SO427333500 I I GRADING P LAN (0=0 0 W~ NOT A PART o l wnQi I Li d0xx I a �0 MERIDIAN, ID s E xzQ >>�Z I ■ o d I Zim ey ))) z ���~ I I I z a oo I a <R_.t �i a3 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m �QFw 950 Bannock Street, Suite 1100 Z t o�� Boise, Idaho 83702 208 297-2885 N a X Z00 " DESIGNED DRAWN CHECKED I x:F oF�`SS\IEENSF�ci'�,F ITC ITC TRB N 00F0 , Q� D <`� SCALE (H): 1"=40' o o L 3 W ��� SCALE (V): N A W L xWZ Of moW Kcal sobdow.re you 's PPIROV� Q DATE: SHEET NO. =O~w CALL 2 BUSINESS DAYS �9P� 1 0 13 2020 >O Zap IN ADVANCE BEFORE vvv PROJECT NO. Z U u7 w 0- YOU DIG,GRADE,OR C N 0 6 I x EXCAVATE FOR THE 291015009 L,oz UNDERGROUND DWG. NAME /Lv cn a MEMBER UTILITIES w 1 �0 5009-GD.dw of 34 shts GRADING CONSTRUCTION NOTES CONSTRUCT 4" THICK SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. WIDTH PER PLAN. SEE PAVING PLANS (SHEET 08 - SHEET 15) FOR STORM DRAIN CONSTRUCTION. I I I I APN: I APN: SO427325830 I SO427325702 I NOT A PART NOT A PART I I PROPERTY LINE I I J LIMITS OF DISTURBANCE 2540.17f 2540.81 f 2541.35t 2541.75f 2542.25f I 2542.36t 2542.56f 2542.60f 2542.79f 2542.78t 2542.64f � oo EG EG EG EG EG EG EG EG EG EG EG w ' 2541.17 - - - - - - - - - - - - - - - - - - - - - 254�4f- - - - EG I \ - 2540.93 � FG I I 2540.87 SW I I I I BLOCK 1 I I 1 I 2 MAX=2541.90 MAX=2541.90 MAX=2541.90 MAX=2541.90 MAX=2541.90 MAX=2542.20 MAX=2542.73 MAX=2543.25 MAX=2543.77 MAX=2544.15 MAX=2544.40 ' b\ MIN=2541.40 MIN=2541.40 MIN=2541.40 MIN=2541.40 MIN=2541.40 MIN=2541.70 MIN=2542.23 MIN=2542.75 MIN=2543.27 MIN=2543.65 MIN=2543.90 Oo DG=2540.40 DG=2540.40 DG=2540.40 DG=2540.40 DG=2540.40 DG=2540.70 DG=2541.23 DG=2541.75 DG=2542.27 DG=2542.65 DG=2542.90 I � 5, I 11 I 10 I 9 I 8 I 7 I 6 5 I 4 3 I 2 I 1 I LOT GRADING LEGEND I LO N S/W I I I I I I I I I I I MIN MIN TOP OF STEM WALL ELEVATION 254400.2, 7 r 2540.45 2540.17 MAX MAX TOP OF STEM WALL ELEVATION FL I i33 2540 42 2539.97 2541 TYP 2 2542 2543 I I DG ROUGH GRADING DESIGN GRADE FL FL 2540.49 r 2540.31 -- -- - 2540 - - - - - - - - - - - - - - SW 1 2540.40 2540.14 2540.11 2539.86 2539.66 2540.20 2540.73 2541.25 - 2541.77 2542.15 2542.40 � 12 FL FL FL Ike _ _ Q.I N � - - - 2539.97 / ...I� `Z 25 2542 `-L 2542.66 �� 0.40 0 1.01% _ _ 1.01% - - I ' • 2541.pg 2540.97 � -� 2539.68 I/I/ I/V,gPOOT ST. --r � N / 2539.84 LP 2541.56 2542.21 2542.66 I 2541.07 0 0 2539.66 2540.13 2540.64 0 '540.26 FG o / ;% - - - 2540 - - - 2541- o - - - - 2541.63 / 11 FL � �� N � / TYP 2542-SW � I I I NNN 13 - 2541 - - 2540.45 3 2543- o / - - - - 25 07 2540.38 X z o n Lo SW M SQL � EG o SW 2541.44 � � 1 rn N 0 2539.18 N N FG I N Ln Ln� SW I 1 s� `ems „ �� Oro ago „ �� - - - - 1 I 1 NNN I I 1 I 25�� N NN 20 I I 10 NNN rn 0 x z 11 I u7 LO I I N cfl�p N N N O Q -O I I I x zC� N N I x zC� I I � �� o I - - - - I I I C° I 2542.63f N N� 14 � I I I N LO EG I fl 1 2 I II IIN N Nr,� I I I � � N N I � �� �6 13 I 2541.57 0 1 I o I I I I I I N rn 5' N 33' 5' LO o 1 FG 0 I N N E I I o S/W B/C S/W g 'n u7 LO I - - - - 2 N I I N 19 NNN � l 1 000 Ln X z_O 2536.27 N II N N I X z II I N 4: 1 1 I N �0 1N o - - � �o - - SW4Io : 11 I 3: � �o I � 0 � I - - o - - ' N NC 15 � rn rn� 3: 1 L 1 3' - - - - o , I LO 25EG I 1 2540.34 X II `j o `V I N M°' �25 I I M N N N N o N TYP N N N KEY MAP u7 1 SW 2541.85 ago LO �� 42-I I I N N� I 2 N N.T.S. w 17 I I FG `° 0 2540.71 3 N N E I I J 1 8 `n Ln Lo w� l o l I o N I 1 NN 18 f NNN �� HP CO CO U0 X z�; 2536.' I I 1 N I XII II Plans Are Accepted For Public �� I I N 3: 1 I II u7 0o I N � �o SW I I I x zO Q zo Q Street Construction 2539.99 I N - - - - - I Co o N - - - - 2543.13f a o I j I P(n ro - I I I I 1 N Ln o EG By stamping and signing the improvement plans, the Registered a I I Lot �I r NNN N Lo. -� O rn NI - - N I - - -O �' - - Engineer ensures the District that the plans conform to all District <o I I X II II 0 I I N 0 5 TYP 2 1 O O Ln I I r6 LO policies and standards. Variances or waivers must be specifical- r a I i I I I Z(� I O u7 O N 47' N I ly and previously approved by the District in writing. Acceptance Z I I ILO 2540.01 2541.72 Q �o � � I � Ln u7 I I� iq rn � of the improvement Ions b the District does not relieve the _ I N u7 N N I C N 7 u7 in P P Y I N P FG 4 II IIN I I I I R/W NNN I I Registered Engineer of these responsibilities. �r I � I : I x z I I I I CN (,4 17 I I I I I I � ' � I Io I Ln 0 rn Q -� ro I NN x o I N n In 06 I N g 0 I I I X II 11 1 N I I I BY DATE: w o I i I N 5 10 1 O O - - - - I Q -0 - - - - 25 ADA COUNTY HIGHWAY DISTRICT Z 4: 1 ILn N I z c� I � � • 1 S/W I N N N 17 I 1 , N N I` sw 6.27 I 13: - - - - 1 C 1 N o`no i EG 2:MI� I II X II II 5 33 5 0 3: Ln I N N� o I 3: z I � APN: LO I 2540.05 2541.72 a -o S/W u7 B/C I S/W 5 N N I I N N N I 6 ,n Ln A I NOTE: N P FG ro II II N I I I BSN-1 N� NNN I R0982010025 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB BACK OF HEADWALL OR CENTER OF PIPE II - - - - Q -�' I N �� XZO I NOTA PART ' o I o I x z II I VOL REQ: 20,552 CF N LLl II II II Z 0w I LO I I U �o VOL PROV: 21,277 CF NN 16 u� o UNLESS OTHERWISE SPECIFIED ON PLANS. z N I N '�� N N I 4: 11 HW=39.17 XII II `�' Q I 12542.04f 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA w I 12540.46 N 0 - - - - I z 0 0 - - - - _ U)= SECTION LINE i I I SW �- 1 1 3: 1 BTM=36.27 Q �o I rn �' EG STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W w n I I � Ln LO N N �� I O N �r() I J 4: 1 II N N 18 I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A �Z i 1 II IIN 47' � �0 I I I - - - - 0 O N N N� I RAMP. 0 o� I I I 1 x zc� 6 �� I I I I 00 00 � z �� w I Q - R W N NN I I 0o I N m I N 5 N NIn I 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL J } I I 2540.08 2541.60 o Z¢ I I '`� °' 1 FG II II II I I I I `�� II C,4 I I CONTROL LINE AND CURVE DATA. W 00 rq P 0 I x z I � II N0 Ln I I 0 4- - - - - o I 0 2536 I271 1 BLOCK 3 NNN 15 I Q o I I I o Z N oo N II II II � w o N I 2542.10f o Z ICI I I N I o - - - - SW I xzc, N I O h A Z o �� i I N �0 N I I � �o u7 i`ti I EG �n N rn� I GRAPHIC SCALE IN FEET 3: I I BLOCK 1 NNN 19 2539�95 `s'r� N 0o N o 0 20 40 80 NORTH 0 II LP � I MiosCN o i I II II o 0 � � 0 N -o � w I I x z I BLOCK 3 MATCHLINE SEE SHEET 06 LO I I 2540.35 2541.61 Q _o o N ' 7 NNN N 00 4 N N Lo BLOCK 5 `° "°' �Y I I � I ro N I I I I I I I I I N Ln a O o,-m I FG a; - Q z c� I I N I x z I 2542.14f o 0)X � �o I L0 a -o I I EG Z 3 Leo I I I MATCHLINE SEE SHEET 06 '� I I I _I I N o �U)a I I I BRODY SQUARE I I I I I I MATCHLINE SEE SHEET 06 0�aa /�,Z Z GRADING PLAN I a 6=�0 0 �LOIj_ I I I /� - - - -� �� I I 1 1 MERIDIAN, ID xz I aoZ // ,� 1 1 p o�3 I IKiom ey >>> Horn oxoo I I I z 010l I I / / - � I I ) , � , S0- m Q�a� A I I C� >o�o kivi Yki�N nNk ns_��� .n s; i�c w Ik 'o., I I / s O cwiM `3`,0 :uono� ��rcc�, �r.�kc ' o X / /' _ I Bois, laah° 83702 DESIGNED ��� DRAWN CHECKED _= ITC W m=Z ��� o Q�o��S�\CENSFo�,��F� SCALE H 1"=40C TRB o ( ) o�3� ��� j NOT SCALE (V): N/A W Ir om=¢ Know�esbellow. PPROVE DATE: SHEET NO. 1 o Call before you dig. �9 Q Q w �O~w CALL 2 BUSINESS DAYS `1` u 1 0 13 2020 Ir >O IN ADVANCE BEFORE PROJECT NO. �I x ma)f YOU O EXCAVATE RE THE C N 7 = 291015009 0 8:1 MARKING OF a-L,oz UNDERGROUND DWG. NAME /w Ln a MEMBER UTILITIES w x r-0 5009-GD.dw of 34 shts PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. I i �j I I I T I I INV OUT: 2536.891 I. �5 i.�5 I I I I I 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD O i I BLOCK 1 I O I SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & cj� L N I 21 BLOCK 5 i SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. Q I 2 PROP. STREETLIGHT SEE SHEETS 32-33 I APN: I CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD U I SEE SHEETS 20-21 FOR I BCR CONSTRUCT END OF CONSTRUCTION I R0982010025 O SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. - - GRAVITY IRRIGATION - __ - I Q W I OFF: 16.50'LT STA: 11+33.4314 U I ECR [LINE CONSTRUCTION I (NOT A PART) 8 3 TC: 2540.66 14 CONSTRUCT CURB TERMINUS PER ACHD STA: 11+62.85 U � - I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-707. Q I STA: 10+37.26 Q - - - - - - - - Tj i OFF: 14.50'LT OFF: 16.50'LT I \ 8 3 24 ELEV: 2540.11 22 TC: 2540.83 C 00 I 1 I I TIE INTO EX. 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. m PAVEMENT O - - - - - - - CV s - - - -47- - - - I �� m 24 ADJUST MANHOLE RIM TO GRADE. 1 W - - Ln 25 W W Ln•\ I W W W N 0: 1 - T I i �0 00 W 5 11+ I _ _ -- - 23 W + I 10 00 W �`-- I _ _ 11+00 - > i _ c� W N W � c� �W i i_ M m o D' S I o m �N w o - W 5 W DAPHNE ST - - z z '�1 00 _ I Ln w Ln I z _ _ E DAPHNE ST i _ � - I 10:1 U 2541 U I ~ `n c\n I � in \ � a; Q ECR Q I o 2541 o STA. 10+37.12 - - - - - - 2542 X. + + OFF: 14.50'RT BCR \ + TIE INTO E ELEV: 2540.82 1 I '? 8 3 1 24 PAVEMENT WITH APN: i STA: 11+63.15 8 3 1 OFF: 16.50'RT� I _ - - - - - - - 10: 1 TAPER R0982000020 TC: 2540.93 ( BCR - - - - - 2540.�_ I - ° co STA: 10+33.63 END OF CONSTRUCTION 14 (NOT A PART) FL I v I OFF: 16.50'RT STA: 11+33.57 1 00 TC: 2540.79 SEE SHEETS 32-33 5 FOR 2 I I BLOCK 4 GRAVITY IRRIGATION I Ln BLOCK 2 I I (LINE CONSTRUCTION I N I N I � I I I I i � � I I � I 09 10 17 13 w D W(j dZ 0Ld w� QQ dLd 0 Qo 08 12 08 �z a r 16 z r 11 14 w o� dY U) w o X Ln z Zm 2544 J 2544 2544 = c M 2544 KEY MAP wJ � N ,�, 00 � ,n J � � M � zo ± �i NOTE: N.T.S. N o� N ZNpp w � Ld w '� wro EX. GRADE :2 � � Q �o o r� J cfl (0 z rn o w z r� 0 z o Q N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO in IL U CO CO o N + o J w O Ln Q oo J C .-j r7 O co AT m z BACK OF CURB, BACK OF HEADWALL, OR CENTER OF o + O + v _ o Y O rn o = O o 0 0 w w - - - - - - - - - - - - - - - - - - PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z�m Y � o � 00 L0 (-) O ( r- > ON k- LC) - ._ � � wJ c) 0 � ,n � � ter\ � � QN Ln N o + o O � c� .. 0v 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = dJ < 3 QN Ln _ .. 1, Q � .. ~ QN C� d) � NO - -� I� - -H -iQ .. aN + PROP. GRADE � � m Q � + m - - - o Q � ..Q � W w� m .. m m r o o+ Q N~ Q N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2% } 00 N N m 0 V) m O cD N AT w Q N °° LLn > o o w N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y � J Ln F- .. w � � o� �oo� � N a < `4 Z cn � z c~n � J QN 11.61g0 RAMP. o J� _ _ m _ _ - - - - - _> V) �_ - - - - - - Q .. 3. REFER TO SHEET 03 OF THESE PLANS FOR w - - - - - - - - - - - - -0.78% ppgo a, HORIZONTAL CONTROL LINE AND CURVE DATA. +2. PROP. GRADE L w 2540 '009 2540 2540 -2'00q AT ,� 2540 z 0 L Z Q pl w zo O I ZQ EX. GRADE a AT No�o GRAPHIC SCALE IN FEET o Ln X L= 12" GIRR 0 10 20 40 NORTH Y INV: 2537.50 IL o0)o} oM (5-- X M O Z a BRODY SQUARE I _o N I �zQ Ir Q Q 2536 2536 2536 2536 zo PAVING PLAN & PROFILE in - - I w a Lv dC=O a �LOLQ MERIDIAN, ID j o i 3 2534 2534 2534 2534 'aKiom�0 oXo0 ey >)) Horn a 10+00 11+00 12+00 v�z C �0?0 KIVI I Y ORN AN1) ASSOC A I: S, I\C. m /CI 9'O :oonock S�rcc�, S J,, 1'00, O N paw z o UM Boise, Iaaho 83702 208 297-i'H8H5 0 o X DESIGNED DRAWN CHECKED W m== �M Plans Are Accepted For Public � o��SS\OVAL EN�� � SCAITC LE H : 1°,-2oc TRB o z �GENSF �'� 0 0�o Street Construction Qom- O F _ 0 0 0 3w ��� NOT SCALE V 1"=2' W Ln X w z By stamping and signing the improvement plans, the Registered o m=a Engineer ensures the District that the plans conform to all District Kr+owwhaft below. P P ROV E DATE: SHEET NO. W rn policies and standards. Variances or waivers must be specifical- Call before you dig. 1 20 jo w ly and previously approved by the District1 0 13 2020 writing.in wng. Acceptance CALL 2 BUSINESS DAYS ��' qQ� W >O zo of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o iJ Ln w[ Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 08 X g EXCAVATE FOR THE 291015009 =cn oo BY DATE: DWG. NAME a d Li o z UNDERGROUND W /w(n a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X�0 5009-PV.dw of 34 shtsCL PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. BLOCK 1 I O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 11 I 10 I 9 I 8 I 7 I 6 5 I 4 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. a- Lo CB-1 A 8r6 0 STA: 10+88.50 CONSTRCUT 6" THICK CONCRETE DRIVEWAY ,;I- `n 17 OFF: 15.25LT APPROACH PER ACHD SUPPLEMENTAL SPECIFICATION o C° o RIM: 2539.40 STD DWG SD-710B I I I I Q o Q I INV OUT: 2536.66 I I 15 CONSTRUCT ALLEY SECTION PER ACHD Cn 2 8 3 I I 8 3 I I SUPPLEMENTAL SPECIFICATION STD DWG 803, TYPE I. 5 N: 5343.9697 N: 5343.4629 � 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST E: 8929.8380 E: 8985.7668 VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION P: 2540.31 P: 2540.17 O STD DWG SD-604A. INSTALL TYPE III GRATE PER - - - - - - - - - - - - - - - - - - - - - - - ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG N: 5344.3859 SD-610A. E: 8883.9088 11 `) LLI P: 2540.42 30 LF ® LL] 18 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST 12 15 I 20;0.20% 8"W 8>>W� VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION N: 5319.682 2542 STD DWG SD-604A WITH TYPE III GRATE PER ACHD E:8319.3869 / 24 I 11+00� 25 12+00 2 LU SUPPLEMENTAL SPECIFICATIONS STD DWG SD 610A P. 2541.09 - - I I - I - 7 I - - -LU AND SAND AND GREASE TRAP PER ISPWC STD DWG m f W SD-624. N: 5318.9687 N: 5318.4619 I 2S�� �`' Z 0 g 2542 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE E: 8929.8380 E: 8985.7668 I &22 47 LF ®'2SQo W WAPOOT ST J PER PLAN. P: 2540.97 P: 2540.50 4.02% _ I ® 2540 Lo \ � I 21 INSTALL STORM DRAIN MANHOLE PER ACHD STA: 16+76.60 25 _ _ _ _ � - - - Q SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. PT -2540 SDMH 1 - - - - - - - - - - -00 BLOCK 1 13 STA: 11+35.50 REFER TO SHEET 18 22 INSTALL 18" T-1 PVC PIPE OR APPROVED EQUAL. PC STA: 10+43.50-OFF: 10+43.T -2541 OFF. 19.00RT FOR ALL STORM DRAIN 2542 LENGTH AND SLOPE PER PLAN. PC STA: 16+76.6 RIM: 2540.17 21 PROPOSED OUTSIDE R/W W / STA: 16+76.60 - - INV IN: 2534.37 - - 2543- - - - o - 24 ADJUST MANHOLE RIM TO GRADE. OFF: 16.50'LT 24 OFF: 16.50f RT INV OUT: 2534.37 I 8 3 1 Q I I < I PROP. STREETLIGHT CB-1 B I 25 SEE SHEETS 20-21 BLOCK 3 INSTALL SURVEY MARKER. 18 STA: 10+88.50 I I O MATCHLINE SEE SHEET 13 OFF: 15.25RT I 9 N ,n RIM: 2539.40 - - L N I INV IN: 2536.60 I m - - 1 INV OUT: 2536.60 l �" 20 -- - Q N V 0 m 09 10 17 13 W Z) W(j d Z OLd WW Qa dU 08 12 08 UO W d'N d n �a ao 3z a 1 11 Z 14 2= �r OfW OJ d� Y H WF- > Z o J 2544 Q 00 2544 KEY MAP wm TL=68.33' r- L0 o oN o NOTE: N.T.S. o = N N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a� _z � m BACK OF CURB, BACK OF HEADWALL, OR CENTER OF LLJJ EX. GRADE Q Q N ~ I--- `y PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. Z dm z U' 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA < o AT _ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W V)= Q � � o - - - -- - - Li V) oo - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A - - - - - - - - - - - - - - - - - - - - - L OZ U + o + � + 00 /- / Y cy) 00 - - RAMP. C14 _ _ _ - 3. REFER TO SHEET 03 OF THESE PLANS FOR �w � - - - - -~ pro- - - - - - - - - - orn- - - - - - - - - - oo - - - - -� m N Q N +1.01% HORIZONTAL CONTROL LINE AND CURVE DATA. W Loa 2540 0 IV) 2540 L ZO - 0'.0 -0.40% I ZQ N.0 oz -0.40% AT PROP. GRADE a �T= GRAPHIC SCALE IN FEET 0 N 0 10 20 40 �o W>w ; , NORTH to Cn W p <o C'I, (V a 0�m z X�O Z Q 12ff SD o >a- � INV: 2536.42 BRODY SQUARE a- I ZQ -p �ZQ ir z 2536 2536 PAVING PLAN & PROFILE C: :3 I wa W a LnL= MERIDIAN, ID �WZ o i o �� 2534 2534 �o" KiomX ey >>> Horn zwD a Q z © 2020 KIMLEY-HORN AND ASSOCIATES, INC. a:U I a nZ 950 Bannock Street, Suite 1100 O Ca 0 LJM Boise, Idaho 83702 208 297-2885 N o X DESIGNED DRAWN CHECKED W m== M Plans Are Accepted For Public oF�SS\O�L EN�� SCAITC LE H : 1"-2oc TRB o Z �ENSF tiF 0�o Street Construction Q� o F ( ) = F 3 W "=2' w `2 X w z By stamping and signing the improvement plans, the Registered SCALEV 1 ( ) o m J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. rn Lj �, policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2 _ jo,�� ly and previously approved by the District in writing. Acceptance �O J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j O zdo of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)X E,a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 09 g EXCAVATE FOR THE 291015009 =V)Oo BY DATE: a a-L'o z UNDERGROUND DWG. NAME W /w N a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES I k' w X F-0 5009-PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. I I BLOCK 1 I 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE � O I I WARNING FOR PEDESTRAIN ACCESS PER ACHD 4 Co w (M 3 2 1 SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & � O > 7 17 J N Q Ln o) o SD-712H, TYPE H4 , MODIFIED FOR 3 ROLL CURB. O + U-) q- 0 Q- - o o+o I+ 7O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER Q END OF CONSTRUCTION 12 I ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS m Q I STA: 14+54.30 I ACHD & SD-712G. PROP. STREETLIGHT Cn O SEE SHEETS 20-21 I 25 7 1 I 8 3 O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 00 _ - 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK H TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS W `n N STD DWG SD-1132A. W _ 13 13 INSTALL TYPE III TERMINUS BARRICADES & "THIS �25�`1 W 254 �i ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER W 13+00 14+00 APN: ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG W 23 + +—� m R0982010025 SD-1132B WITH THICKENED EDGE ALUMINUM WITH 8"S 25 �� (NOT A PART STRIPED DECALS. J 42�W WAPOOT ST 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. = 24 U 24 6 3 E ADJUST MANHOLE RIM TO GRADE. � \ - - - — 6 Cn - - - -ECR 7OFCONSTRUCTION 25 INSTALL SURVEY MARKER. STA: 13+64.30 23 BCR 0FF: 16.50'RT STA: 13+37.30 TC: 2542.21 3 1�3- - OFF: 43.50'RT -o M TC: 2541.83c� M � n 12 w o CMATCHLINE SEE SHEET 15 A: 14+54.30 + U? 1-: N - .. d w W - CO I BLOCK 5 ma .. awe 20 MCn o � 1--- o Q I 10 BLOCK 3 Cn >. co I I O 00 09 � 10 17 13 W Z) w W (j �Z �Ld W Qa d0 M12' 08 0 W d'N d� �a a1 175 3z a Z 14 0 16 2= I �w L�� X O Y w r� wF- � ~ z 2 V) r- zm 2544 z r o Q o N EX. GRADE 2544 KEY MAP aQ cV U N.T.S. 0 W� � � � o `moo f ,n AT NOTE: = N � N PROP. GRADE m zz 1 `" 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO m AT w BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 0w ~a I-- N ~ N _ _ _ _ 1 - - - - - - - PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z N a - z N - - - - - - - - - - - - --+0.49�- - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA _ - - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U� - - - - - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A le 0 RAMP. o }� 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 HORIZONTAL CONTROL LINE AND CURVE DATA. L 2540 2540 Z 00 L Z Q 0 IZZQ z Z 0 o GRAPHIC SCALE IN FEET o Lj >r 0 10 20 40 NORTH �ow� N� i OU� Y a co') 0 z X IO z Na BRODY SQUARE moz< 2536 2536 PAVING P LAN & P RO F I L E C: :3 - i wa W XL= MERIDIAN, ID �Wz o i�F- 2534 2534 you' Kiom ey >>> Horn o X o0 13+00 14+00 15+00 Z ,,N a Q z� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U I a nZ 950 Bannock Street, Suite 1100 O Ca 0 LJM Boise, Idaho 83702 208 297-2885 0 o Ln X ZO 00 DESIGNED DRAWN CHECKED W m== Plans Are Accepted For Public oF�SS\O�L EN�� SCAITC LE H : 1„-2oc TRB o z �ENSF tiF 0 0�o Street Construction Q� o f ( ) = F 3 W SCALE V 1"=2' w X w z By stamping and signing the improvement plans, the Registered ( ) W 0 m=J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. o rn Lj 0 policies and standards. Variances or waivers must be specifical— Call before you dig. 1 2� _ jo,0 ly and previously approved by the District in writing. Acceptance J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j 0 za of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. 0 C)x E ao Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 10 g EXCAVATE FOR THE 291015009 =Lo BY DATE: a a- n z z UNDERGROUND DWG. NAME w /w a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X F-0 5009-PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT W SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD I I I n 0 I - SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 1 V I I BLOCK 3 I 0 1 8O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 1 10 11 12 13 I N 1 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 1 m I 11 CONSTRCUT 6" THICK CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL SPECIFICATION MATCHLINE SEE SHEET 12 BCR W STD DWG SD-710B PC I I STA: 12+77.30 15: 10+43.50 CONSTRUCT ALLEY SECTION PER ACHD PCI OFF : 8 3 J I I 2543 OFF: 16.1 8 3 TC: 251.42 41.42 1 Q I O SUPPLEMENTAL SPECIFICATION STD DWG 803, TYPE I. STA: 10+43.50 I FF 1 PT 0 1 23 OFF: 16.50'LT STA: 10+43.50 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 � 4 STA: 10+43.50 25 OFF: 16.50'LT �- - - 2542 - - - m 24 ADJUST MANHOLE RIM TO GRADE. 77�7 N: 4601.9074 N: 4601.4363 `O V) W 1 25 INSTALL SURVEY MARKER. E: 8922.1827 E: 8974.1806 2 - - P: 2542.85 P: 2542.53 I I _ _ _ Cn _ \ 11 24 \ 11+00 _ _ U I 2s�2 12+00 I _ _ _ - - 23 W 13+ 0 1 N: 4602.3150- - - - - - - - \ -��� I -,� I _ _ _ _ (n E: 2 42.1846 m I `- =�' _ _ _ Z S LU P: 2542.85 5 15 �s��` I W APGAR ST I �n Q 00 - - - - - - -2543 - - - - - - - - N - - - - - - - - - - - - - � I 2542 1 0 N: 4577.3160 N: 4576.4371 BCR + 1 E: 8876.9581 I E: 8973.9541 I I 25 8 3 1 1 8 3 LO P: 2543.10 1 P: 2543.00 2543 STA: 12+77.30 PT c00o I I I OFF: 16.50'RT N: 4576.9083 STA: 10+43.50 0 TC: 2541.45 E: 8921.9562 OFF: 14.50 RT + P: 2543.05 N PROP. STREETLIGHT c Q SEE SHEETS 20-21 I co 1 I 6 I 7 I 8 I 9 � BLOCK 2 10 I 11 I 12 13 I i I I I I 09 10 17 13 w D W(j dZ 0(n wLd E QQ dU 08 12 08 w d(n I �a 3zz -Z 1 V Z 11 14 U0 � I r �w OJ d� Y z U w0 z 2548 2548 KEY MAP ZM ZJ a wa NOTE: N.T.S. N J 00 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �w PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U)¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W �W LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y �? TL=68.33' RAMP. F / 1 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 00 / 0 0 HORIZONTAL CONTROL LINE AND CURVE DATA. W L Z Ln 2544 J 0 i I o �,� o w 2544 0 0 L Z Q z = If) / 0 N 00 W � 0 0 0 I z< U ' I + � + � ZOO Q 00 a p z cV cV J N Ld 0 0 o Q L6 0 + C° I = + '� o 0 GRAPHIC SCALE IN FEET X L_ 0 I PROP. GRADE a N a �" _ In U 0 0 10 20 40 NORTH + � � � M < m � U 0 + �Cn rn � QN I AT c� cn � 0V) QQc� + 0 m `� � LO �rn� Y Q LO(n � � N ao I p N nm �- Az - - - CV z0zm Q z 040% ,' af I EX. GRADE 00% BRODY SQUARE ��ZQ - - - - - - +2 - - - - - - - - - ooaoI AT � \- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W u7 X Q Q zo 2540 I- - - - 2540 PAVING PLAN & PROFILE C: :5 w F 6 I w a 41 �0) a �L0LQ MERIDIAN, ID j �wz oi 3 2538 2538�aKiom�0 10+00 11+00 12+00 13+00 ey >)) Horn w� 0 00 z a Q�z3 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m v I a w /a,<Z 950 Bannock Street, Suite 1100 O ID o�� Boise, Idaho 83702 208 297-7885 N o X DESIGNED DRAWN CHECKED W 00�� OF DENS �F �wM Plans Are Accepted For Public ASS\OVAL EN�� SCAITC LE H : 1°,-2TC TRB o oo�o Street Construction Q� �-� Fo < ( ) 3w NOT SCALE V 1"=2' W U `n x w z By stamping and signing the improvement plans, the Registered W o m=J Engineer ensures the District that the plans conform to all District KrKm whaft below. PPROVE DATE: SHEET N0. rn ; policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2� j0 o ly and previously approved by the District1 0 13 2020 writing.in wng. Acceptance CALL 2 BUSINESS DAYS ��' ��q Q� >o zw 0 of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)Ln E,[ Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N W� x 8 g EXCAVATE FOR THE 291015009 =cn Oo BY DATE: MARKING OFDWG. NAME a d L,o z UNDERGROUND w /w Ln a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X�0 5009-PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT Vj SECTION DETAIL ON SHEET 03. ZO CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD = SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. BLOCK 2 I I I I I I I I BLOCK 1 I 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE I I I A I I I I I WARNING FOR PEDESTRAIN ACCESS PER ACHD 3 2 I I I 21 SD : 1 3 20 19 18 SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & I� I STA: 12+77.91 STA:CB-2A3+44.60 SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. OFF: 0.00 MATCHLINE SEE SHEET 08 21 RIM: 2540.33 17 OFF: 15.25LT 7O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH INV IN: 2535.56 RIM: OUT: 2 7 DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER CR INV OUT: 2535.56 I INV OUT: 2536.93 I ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS 8 3 I STA: 11+6g15 I I BTA: 11+62.85 ECR I S&G TRAP 2A I 8 3 I SD-712 & SD-712G. PC ECR 23 1 STA: 13+44.60 STA: 10+43.50 STA: 11+52 44 OFF: 16.50'RT / / ,;1 OFF: 16.50'LT STA: 12+39.44 OFF: 0.00 30 O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD TC: 2540.93 TC: 2540.83 OFF. 16.50 LT SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. OFF: 16.50'LT OFF: 16.50'LT I 1 RIM: 2539.95 TC: 2540.94 I TC: 2540.52 INV IN: 2536.90 M 25 STA: 10+43.50 - L - - - - -INV OUT: 2536.57- - - - - - - o I CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD W � W SUPLEMENTAL SPECIFICATIONS STD DWG SD-702. / uJ 6 24 6 w- 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST � cn 25411 2540.47 2540.30 I 25 = VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION FL FL I 40 2540 STD DWG SD-604A. INSTALL TYPE III GRATE PER / O W 11+�0 ' 2+00 9 _ I 13+00 20 15 LF ® 14+00 LU 8 ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG o U) I - F- I - - I � - - ®a 1 0.20% T 24 U) SD-610A. z 2541 BROCK AVE m 20 19 LF © 2540 254p z 18 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST Y� Y� I 1.52% I„ VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION V 20652E ® 1 W 8 W STD DWG SD-604A WITH TYPE III GRATE PER ACHD / U U SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A AND SAND AND GREASE TRAP PER ISPWC STD DWG 0� Q 23 � - Q - _ _ _ _ SD-624. 10012 PC SD MH 4 20 2 47%' 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE STA: 10+43.50 PER PLAN. STA: 12+77.91 / OFF: 16.50'RT 8 3 1 7 25 SEE SHEETS 32-33 OFF: 19.00RT a, o FOR GRAVITY RIM: 2540.34 21 PROP. STREETLIGHT 21 INSTALL STORM DRAIN MANHOLE PER ACHD y > l� N In_ IRRIGATION INV IN: 2535.27 I SEE SHEETS 20-21 I 8 3 1 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. • o -- - - - - - - - o Q rn w o LINE CONSTRUCTION INV IN: 2535.27 I CB-2B SEE SHEETS 32-33 + + _ + \ INV OUT: 2535.27 STA: 13+44.60 22 INSTALL 18" T-1 PVC PIPE OR APPROVED EQUAL. FOR GRAVITY 07 Cl- 2 OFF: 15.25RT 18 LENGTH AND SLOPE PER PLAN. S a IRRIGATION Q � m � o < �2� REFER TO SHEET 18 RIM: 2540.16 Q I LINE CONSTRUCTION U0 O C cn�2S�3 FOR ALL STORM DRAIN INV OUT: 2536.93 24 ADJUST MANHOLE RIM TO GRADE. h I 10 I PROPOSED OUTSIDE R/W 8 7 6 BLOCK 3 I I� I I BLOCK 3 25 INSTALL SURVEY MARKER. 30 INSTALL SAND AND GREASE TRAP PER ISPWC STD DWG SD-624. 09 10 17 13 W W(j �Z OLd WW Qa dU �a 08 12 08 ao 3z a UO 16 4� 11 Z 1 2= �r OfW OJ L�� Y z U w0 Z �>- 2544 2544 w w KEY MAP wmCn NOTE: N.T.S. o _Z N o0 J b`' 0-0 = 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO moo Za' a�_ + o _ a' BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 0w a + Q rn rn z cv PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z Ld a N , PROP. GRADE o + o N o o J + 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA V)¢ _ M � a c� o0 ro = STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W Li= c� U) m � AT + ,n F- �-- - 0 cn mL m a cv cy + a' Q N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y o \�� -0.40% c� z cnm aN `� � � N � RAMP. o 0 00 - EX. GRADE -0.40% _ -0.56% M � J Q N 3. REFER TO SHEET 03 OF THESE PLANS FOR a - - - - - m .. HORIZONTAL CONTROL LINE AND CURVE DATA. AT +0.40% 2540 z 0 2540 '� 1 - - - - - - - - - - - - - - - - - - - - - - - - - Nm- - - - - - - - - - - - - - - - - - - - - Ld o� _ / I I I\� -0.56% Z Q L 0 Q ` - •0ZZ � � - - - - - - - - - - / I I 0 Q I I Z Q wo N LonI I I o pGRAPHIIC S2A�LE IN FEET 0 0 X U ro 1 1 10 Cn C' I , OSO 12" SD Z W Z 3 X�o " INV: 2536.90 12 GIRR 0 >a- BRODY SQUARE i ZQ INV: 2536.22 18 GIRR INV: 2537.19 ooa0 12' SD ir ; zo 2536 INV: 2536 PAVING PLAN & PROFILE C: :3 - 0 i wa W a �nLQ MERIDIAN, ID ooi Kiom 2534 2534 0,Xw� 10+00 11+00 12+00 13+00 14+00 ey >>> Horn �o Z a Q�z§i (C) 2020 KIMLEY-HORN AND ASSOCIATES, INC. a:U I a nZ 950 Bannock Street, Suite 1100 O Ca o LJM Boise, Idaho 83702 208 297-2885 N o X DESIGNED DRAWN CHECKED W m== ��M Plans Are Accepted For Public o��SS\OVAL EN�� SCAITC LE H : 1„-2oc TRB o Z �ENSF tiF CY)o�o Street Construction • Q� o F ( ) = F 3 W ��� T_ _ SCALE V w X w z By stamping and signing the improvement plans, the Registered ( ): 1"=2' e m=J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. rn Lj �, policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2 _ jo,o� ly and previously approved by the District in writing. Acceptance J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j O z0 of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o CAI x E,a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 2 � g EXCAVATE FOR THE 291015009 =V oo BY DATE: a Q_ _n z DWG. NAME UNDERGROUND w /w a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w XF-0 5009-PV.dw of 34 shts PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. I BLOCK 1 O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 1 I I 17 1 16 15 14 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 ADJUST MANHOLE RIM TO GRADE. I I I PC 8 3 PROP. STREETLIGHT STA: 16+76.60 I 25 INSTALL SURVEY MARKER. SEE SHEETS 20-21 I I OFF: 16.50'LT . I N O� — — — — — — — — — — — — — — — — — — — O W W \ I = 1 I 2540_ _ W I _ , 5 2540 W W 15+00 I _ 16+00 W 24 U) '2540 Z �r BROCK A�VE 23 254 z Ln I - - - - - - cn STA: 16+76.60 25 PC 8 3 1 I I I I STA: 16+76.60 I cr) OFF: 16.50'RT 0 Q. 5 I 2 BLOCK 3 1 I 3 I I 1 I I I I I I 09 10 17 13 W W(j �Z OLd WW Qa dU R112 08WOf fNaao1611 Z N141 UO 2= �r 0W OJ Y z U w0L] Z o J 2544 2544 KEY MAP ZM a w< NOTE: N.T.S. N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO Li rn BACK OF CURB, BACK OF HEADWALL, OR CENTER OF UW z N N w o PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm J + + EX. GRADE c° 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = U_ _ AT r� STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A acv (0o Y - - - - - - - - - - - - - - - ~ 0Z a .. m Q RAMP. o� :2 n � (D cna _ _ _ - - - - - - - - - - - - - - o W _ _ — a ci— — — — 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 0� — — — — — — — — �� ^ — 0 N HORIZONTAL CONTROL LINE AND CURVE DATA. o� 2540 - - - - - - - +0.40% —0.40% 2540 0 o -ZQ Wo o ZQ PROP. GRADE z a 0 o�o AT GRAPHIC SCALE IN FEET 0 X r 0 10 20 40to r�WJ 2 fo N O 0)O Y d 0~m z X�O Z Na BRODY SQUARE I �ZQ z 2536 2536 1-1 PAVING PLAN & PROFILE C: :3 i wa Li�o _� a �LnLQ MERIDIAN, ID o i o �� 2534 2534 �oKiom/X ey >>> Horn z Q z © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U I a Z 950 Bannock Street, Suite 1100 O Ca o LJM Boise, Idaho 83702 208 297-2885 N o X DESIGNED DRAWN CHECKED W 00 O� DENS tiF �MW� Plans Are Accepted For Public ASS\OVAL EN�� SCAITC LE H 1„-2TC TRB o Z Street Construction 8 Q� Fo F _ ( ) 0o 3 W SCALE V 1"=2' W `2 X w z By stamping and signing the improvement plans, the Registered ( ) o! o m J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. o rn Lj �, policies and standards. Variances or waivers must be specifical— Call before you dig. 1 2 _ jo,o� ly and previously approved by the District in writing. Acceptance co J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j O z0 of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)X E,a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N w g EXCAVATE FOR THE 291015009 =LO BY DATE: a D_ n z z UNDERGROUND DWG. NAME w /w N a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X F-0 5009—PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT y SECTION DETAIL ON SHEET 03. Q O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD Q SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. I BLOCK 2 I a I I BLOCK 3 I SEE SHEETS 32-133 I \ �� �/ / / CB-3A- ��,� I I REFER TO SHEET 18 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE I Q I - Cv� to co STA: 14+18 s I FOR ALL STORM DRAIN WARNING FOR PEDESTRAIN ACCESS PER ACHD FOR GRAVITY CV 40� 13 I ' I 13 N� OFF: 15.25LT fib' I PROPOSED OUTSIDE R/W SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & 5 IRRIGATION V 26 \ I LINE CONSTRUCTION c� J� RIM: 2540.48 \�s / SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. I PROP. STREETLIGHT \ + Ln INV OUT: 2537.25 �`�9 SD MH 8 I MATCHLINE SEE SHEET 11 SEE SHEETS 20-21 \ Po M_ 2537 STA: 13+66.38 2S10 2023 LF @ STA: 14+41 O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH STA: 12+86.62 �� Q L OFF: 13.50'LT 0.43% OFF: 19.00LT DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS BCR I BCR � o V) w TC: 2540.46 RIM: 2540.38 SD-712 & SD-712G. ECR 8 3 24 OFF: 15.00 LT � cn o cn o 21 INV IN: 2536.81 ECR STA: 12+77.30 I I STA: 12+77.30 STA: 13+72.92 I / 23 � STA: 11+78.59 TC: 2540.78 �i a; w o - 7 - - - - � INV IN: 2536.81 END OF CONSTRUCTION STA: 10+91.59 OFF: 16.50'RT I I OFF: 16.50 LT > N z o OFF: 15.00 LT O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 12 / OFF: 16.50 LT STA: 12+80.08 STA: 12+93.16 Q = + INV OUT: 2536.81 STA: 10+00.06 OFF: 16.50'LT TC: 2541.45 I I TC: 2541.42 + w o TC: 2540.43 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. TC: 2541.21 OFF: 16.50 LT o OFF: 13.50 LT ro - - - TC: 2541.57- - - - - - - - - - - - - 0 � STA: 13+79.46 - - 2541- I I o I � TC: 2540.80 � TC: 2540.75 0 •• o Q � , - Q OFF: 16.50 LT - 99 CONSTRUCT 4 WIDE VALLEY GUTTER PER ACHD I + I -m Cnn w U) TC: 2540.40 W SUPLEMENTAL SPECIFICATIONS STD DWG SD-702. U) 6_ 24 6 2540.94 25 co LU 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK 24 2541.09 FL'2541 �� 24 1 20 22 LF @ (= TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS APN: FL ^f' BRODYAVE ID 1 �0.25% w g STD DWG SD-1132A. 11+00 12+00 13+00 14+00 SO427333500 I - - 13 INSTALL TYPE III TERMINUS BARRICADES & "THIS NOT A PART m ECR 0 9 ECR m ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER `� Y� STA: 12+80.08 n o FL 40.37 2540.27� c i STA: 13+79.45 �r z ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG 2541 OFF: 16.50 RT 6 6 FL o OFF: 16.50'RT J „W SD-1132B WITH THICKENED EDGE ALUMINUM WITH TC: 2540.80 TC: 2540.40 1 = STRIPED DECALS. 1 23 STA: 12+86.62 \ 23 STA: 13+72.92 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST - - - Cl) - - - - - - - - - - - - - - - - - - OFF: 15.00'RT - / �� - _OFF: 15.00'RT _ _ _ _ _ _ _ VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION TC: 2540.77 BCR \ �po,BCR �0.43 - STD DWG SD-604A. INSTALL TYPE III GRATE PER STA: 13+54.37 \ / �' STA: 13+54.23 SD MH 7 2541 ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG 25 OFF: 178.06'L]� OFF: 211.06'LT -2541 STA: 14+29.50 SD-61 OA. TC: 2540.79 TC: 2540.66 G TRAP 3A OFF: 0.00 7 I 0 w o � STA: 14+18 I 21 RIM: 2540.32 20 PER PLAN? SDR35 PVC PIPE. LENGTH AND SLOPE END OF CONSTRUCTION I 8 3 00 N o > Co I 8 3 1 MATCHLINE SEE SHEET 08 I OFF: O.00LT INV IN: 2536.86 12 STA: 9+99.94 I Ln Q 0 I I I 30 RIM: 2540.27 INV OUT: 2536.86 (0 - Q + + N / 21 INSTALL STORM DRAIN MANHOLE PER ACHD 4.5' 10' + o a_ 7 o � I y - - -� I INV IN: 2537.22 20 15 LF O SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. Q .. INV OUT: 2536.89 0.20% SLOPE PUE I 1 2 ~ m ~ I W I CB-3B ESMT. Q `` �' BLOCK 4 4 5 6 z STA: 14+18 22 INSTALL 18" T-1 PVC PIPE OR APPROVED EQUAL. 1 PROPERTY LINE Cn 0 1 2 OFF: 15.25RT 17 3 LENGTH AND SLOPE PER PLAN. RIM: 2539.99 I I I I I I INV OUT: 2537.25 I BLOCK 5 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. LL! 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 26 CONSTRUCT DUAL TYPE IV CATCH BASINS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. DROP INLETS SHALL BE TWO COMPLETE STRUCTURES ABUTTING EACH OTHER CONNECTED WITH 12" PIPE. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A AND SAND AND GREASE TRAP PER ISPWC STD DWG SD-624. 30 INSTALL SAND AND GREASE TRAP PER ISPWC STD DWG SD-624. 09f 0 17 13 w w(j �Z Ov) Ww Qa dU w 08 12 08 Of fN d(n �a ao 3z a UO 16 11 Z 14 2= �r Ofw OJ Y z U 2544 o 2544 KEY MAP w Zm o CY) Q � � a w� o + °' 0 o N o NOTE: N.T.S. N CL0 0 L0 Q ro Z w o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO + _ - - o z ( BACK OF CURB, BACK OF HEADWALL, OR CENTER OF Z �~ Li Cn o Cn c�i m N o ' - - - - _ J +Eu PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. MP* z N PROP. GRADE I o� 00 - - - - - - - _ 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA - Nw AT r w � � + N Q N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W _� - - -� � - - - - - - -0.44% / N \ _ _ - cn � LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y oz - - - - - - - - - - - - - - - - - - - - - - - - - I z cn0- \ / m � N RAMP. o }� - - - - - - - - - - - - - - - - - - - - -0.40% _ - I \ 0 cnw 3. REFER TO SHEET 03 OF THESE PLANS FOR ° - - - - - - - - I I -0.40% HORIZONTAL CONTROL LINE AND CURVE DATA. W 00 2540 I I 2540 w� =Za I1 Z Z EX. GRADE � � � 0 z z< AT I I LO 0 z a NOoz Y 0 o Uo cv c�i GRAPHIC SCALE IN FEET 0 10 20 40 �oN _ �_ OO)OY I IL O�m z X 10 18" GIRR Z N� INV: 2536.44 12" SD BRODY SQUARE a i ZQ INV: 2537.22 o 0 o Q o 2536 2536 of -zo PAVING PLAN & PROFILE C: :3 - i wa W � a �LnLQ MERIDIAN, ID > 2534 2534 o aF V0,Xw2Kiom ey >>> Horn 10+00 11+00 12+00 13+00 14+00 15+00 Z Q�z§i 3 2020 KIMLEY-HORN AND ASSOCIATES, INC. a:U I a Z 950 Bannock Street, Suite 1100 O a o oC M Boise, Idaho 83702208 97-2885 N XLJ DESIGNED DRAWN CHECKED W m== �F-� Plans Are Accepted For Public o��SS\OVAL EN�� SCAITC LE H : 1„-2oc TRB o Z �ENSF tiF 0=Z Street Construction Q� o F ( ) _ z 3w SCALE V 1"=2' w `2 x w z By stamping and signing the improvement plans, the Registered ( ) o! o m=J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. o rn Lj �, policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2 _ jo,o� ly and previously approved by the District in writing. Acceptance co J� Z 1 0 13 2020 ~ w CALL 2 BUSINESS DAYS q P j O z0 of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o CAI X E a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 4 g EXCAVATE FOR THE 291015009 =LO BY DATE: a D_ nz DWG. NAME UNDERGROUND w /w a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES -PV.dw 5009 w X F-0 a. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. BLOCK 3 I I I I 8O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 15 16 17 I 18 19 i 20 1 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. �n 1 O 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. O ECR Q 24 ADJUST MANHOLE RIM TO GRADE. 2542 I I I I STA: 18+11.69 2543— OFF: 16.50'LT I I 25 INSTALL SURVEY MARKER. 8 3 I I 11 I 8 3 I TC: 2541.83 2 1 2542 cn 1 541 O01 — — — — — — — — — — — — — — — — — — — — — — — — — — — LU LL 1 2 2 Via) LU 15+00 16+00 17+00 18+00 LL] 0 U) — I 24 I M m — _ 0.41% I C/ — Lu 23 �r N BRODY AVE 2541 �r z z00 J J „W17/ 2 2 2541 2542 ECR 8 3 1 I I PROP. STREETLIGHT �2542 1 I I g 3 1 I STA: 18+1 i 69 SEE SHEETS 20-21 I 1 OFF: 16.50 RT I I TC: 2541.83 1 crn I I 1 I 4 5 I 6 I 7 1 I 8 I 9 10 I BLOCK 5 1 I I 09 10 17 13 w WU �Z �U WW Qa dU Wdd�32�'aN�oazZ=rI 08 12 08 aUD 1 11 14 wO� 0 w— z Y Ld ( U Z O 0 Z 2544 z � U o 2544 J + 00 N KEY MAP w Zm = 00 Q La w< o c� + C� NOTE: N.T.S. N tnr Q � �' 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a J + EX. GRADE — — — — — — — — — — — a m �" BACK OF CURB, BACK OF HEADWALL, OR CENTER OF _ o AT — — — — — — / _ I — — — — — — — — — — — PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. Z U - - - � — - - 0 -� � � - - - - - - - - - - - - - - - - - - cna _ _ _ _ - - - - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 \_, w� Q N — — — STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W _ . :2 u) n LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A ~U Y L o +0.40% RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR Z~ PROP. GRADE o0 2540 AT 2540 HORIZONTAL CONTROL LINE AND CURVE DATA. QN W C W fn _ZQ Z O — 0)rz Q O 1 zQ z z 0 o�o GRAPHIC SCALE IN FEET X r 0 10 20 40 r 0 W J 2 to Cn fo N I O0)O Y d O~m z X�O Z Na BRODY SQUARE 0 0 Q o 2536 2536 Ln-zo PAVING PLAN & PROFILE C: :3 - i wa W � a LnL= MERIDIAN, ID > 2534 2534 o SKiom�o" X ey >>> Horn wD z Q z © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U I a w nZ 950 Bannock Street, Suite 1100 O Ca o LJM Boise, Idaho 83702 208 297-2885 N o X DESIGNED DRAWN CHECKED W m== � Plans Are Accepted For Public o��SS\OVAL EN�� SCAITC LE H : 1„-2oc TRB o Z �ENSF tiF 0=Z Street Construction Q� o F ( ) = F 3 W SCALE V 1"=2' w X w z By stamping and signing the improvement plans, the Registered ( ) W o m J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. o rn Lj �, policies and standards. Variances or waivers must be specifical— Call before you dig. 1 2 _ jo,o� ly and previously approved by the District in writing. Acceptance J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j CDz0 of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o CAI X E,a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 5 g EXCAVATE FOR THE 291015009 =Lo BY DATE: a a- n z z UNDERGROUND DWG. NAME W /w n a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X F-0 5009—PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 2O CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. ~ l 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING co PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION LLl STD DWG SD-303. _ 29 PAINT 4" WIDE EDGE OF LANE STRIPE (WHITE). o � Qo � - - - - - - - - � C6 Q � N O H a + � 0 Q � v' o 0ro w00 UQj w0 z N Z O YQ = + Y = + -G Q � Q0 Q � Q � o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m oQ M 0 0a� � Z � N Z (n � (/) � x C° can o \ 0 -H q- EX. 21" SEWER BCR 25 25 BCR -H � BEGIN SAWCUT O � '0 STA: 13+64.31 Q STA: 12+95.31 STA: 10+00.00 w 6 w � � �`' SECTION LINE OFF: 6.24 RT N BLACK CAT RD N X r-i x OFF: 6.32 RT N OFF: 0.00 w o N w ELEV: 2540.68 ELEV: 2540.45 w W �� W P: 2542.50 a' w � � � �; +I � I _ 2 - - - 1 2541.82 2541.43 o o EX. 12" WATER - - - - - - - f` ice' c�'n W P P �`' -- -- w ---------------------------- ------ -- ---------o ------------- - -- --- -------- ----n; - ----- -- ---- ------------- ------- o--- --- ------ ----------- --------- �_10- r- U --- ---- --------------------------------------- - U) I BEGIN EOP 00 � � � N � � � W STA: 9+99.97 2542 0 2541 z \_2540.99 ECR ECR N -o-2540 J OFF: 5.89'RT 2541 STA: 13+15.28 x- - - P: 2542.38 _ -P STA: 13+44.28 / ' - - - - - - w O = - - - - - - - - - - - - - - - - - - - 0- - - - - -� 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 29 OFF: 26.33RT > / 2540 - -� - o - - - - - - - - 16 - 4 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OFF: 26.23RT 29 2 16 - 4 - - - ° - - - - - - - - - - - - - - - - - -- ELEV: 2540.82 -N - -� - - - - BEGIN SIDEWALK l - - - - - - - - - - - - - - - - - - -v Sri- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r ELEV: 2540.11 ` - - -2538- - - Q- - - - - - -N- - - - - - STA: 9+99.96 - - - - - - - - - - - - - 2540- - -I,� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2540.45 - - - - - - - - - - - - - - - - - - - - - - - - - OFF: 30.89'RT - - - - - - - - - - - - - - - - - - - - r7-2541- - - - - - - - - - - - - - ELEV: 2542.53 � SHEET 08 I � \ 2 FL MAT HLINE SEE � \ APN: PROPERTY LINE :BEGIN - - - - - - - - - - - - - - - - - - �' - - - - S47 - - - - - - - - � DITCH 2542 END DITCH - / �427333500 4.5 I 10 SEE SHEETS 32-33 STA: 12+54.33 7BE DITCH� TA: 10+15.78 REFER TO SHEETS FOR GRAVITY / 2541 14+07.09-REFER TO SHEETS _ )T A PART) SLOPE DRNG OFF: 21.91'RT 06-07 FOR BASIN IRRIGATION OFF: 2 539 RT 06-07 FOR BASIN ELEV: 2539.32 \ � 22 OFF: 20.37'RT GRADES AND SIZE ESMT. ESMT.I ELEV: 2539.32 GRADES AND SIZE LINE CONSTRUCTION ELEV: 2537.95 � 2542 r-n i 09 10 17 4 13 W WU �Z OLd WW Qa dU 12 08 W 08 a d'N d� � ao 3z a 16 11 Z 14 UO 2= �r OfW OJ Y z U w0 Z J zm KEY MAP w� NOTE: N.T.S. N o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO �� BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �m O PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wJ U 0 �..� 0 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = a- 0 0 O O STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W Li= aO -H �'3 2544 N o Lq N "� 0 0 +H 0o O 2544 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y 0Z z � � � p+ N 0 `�° o � 0 O RAMP. o ow Q N U ~ + `o 0 o +H 0 O 3. REFER TO SHEET 03 OF THESE PLANS FOR Za m � Q N U � ± O N 0 0 +I N a) o o °' HORIZONTAL CONTROL LINE AND CURVE DATA. o 00 Q � � � Ld U o �iQN U + r H + � O � Z � � 04 O -H � +I w O�i -H m . Loa (n (n � (n (n � QHN Uri ZN - H + � = N � 00 OL0 r7 � Z cp0 0 -Z - -- - - EX. GRADE cncnE � QN UAL � r0 + `n + `n � � + `� 0 - � � U Z a N'oz - - - - - - - AT U) U) ai- � aN 0 U U UU - - - - - - - - - - U) U � a � � aN Q � `V � QN � QN N GRAPHIC SCALE IN FEET �X-T - - - - - - - - - - - - - cncn � zc~n � cncn � canc~n � � � � � canc~i� � 0 10 20 40 r 0 W J - - - - - - - fo N to OO Y -... d X 1 0 2540 2540 0 z zQ BRODY SQUARE 0 0 a o Lo-zo OFFSITE PAVING PLAN & PROFILE . 6 i w a 2538 2538 W Of a _n�= 10+00 11+00 12+00 13+00 14+00 MERIDIAN, ID J E xL"a a >WzO ��ar 0,25Kiom ey >>> Horn NH W Z 0 x0p Q Q F-z§i © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m U I a nZ 950 Bannock Street, Suite 1100 O Ca 0 LJM Boise, Idaho 83702 208 297-2885 N o X 0o DESIGNED DRAWN CHECKED W m== M Plans Are Accepted For Public oF�SS\O�L SCAITC LE H : 1„-2oc TRB o Z �ENSF tiF 0 0�o Street Construction Q� o f ( ) = F 3 W SCALE V 1"= w `2 x w z By stamping and signing the improvement plans, the Registered ( ) 2' 0 m=J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. rn Lj 0 policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2� _ j0)o W ly and previously approved by the District in writing. Acceptance J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j O z0 of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)X L5 Of a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 16 g EXCAVATE FOR THE 291015009 =L'Oz BY DATE: DWG. NAME a V z UNDERGROUND a. /w N a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w XF-0 5009-PV.dw lof 34 shts a PAVING CONSTRUCTION NOTES 2O CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 29 PAINT 4" WIDE EDGE OF LANE STRIPE (WHITE). o \ O ry q- x Q -H � END SAWCUT c0 EX. 21" SEWER W +I W o N STA: 20+39.12 0 SECTION LINE `� �' � �`' + � X - oo P6 w � � W P: 2541..46 LLJ cn N " - w BEGIN TAPER -' � -2540.15, � —2540.21 2540.46 STA: 19+89.13— WEX. 12" WATER 2540.32 TP NBLACKCATRD P P 15+ o OFF: 7.06'RT 00 P o Wis+on 1-7+00 18+00 19+00 P: 2540.9 20+,00 - _2 9 W -- ----------- -------------- ---- ------------------------ --- J -o- - - - - - - - - - - - - - - - - - - - - - - - - - -�-r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � M --------- ------------ --- -- -- ------------------ -- -T------U ---- : ------ ------------------- --- -------- -- -------------------------- ----- ----- W o zN N END EOP o 2540 9.10 STA: 20+32 � - ao Wo 2539 I I -> - OFF: 3.86'RT- - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ END SIDEWALK P: 2541.45 a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 4 2 29 16 4 2 - - - - - - - - - -2538- - - - - - - - - - - - - - - � STA: 19+89.01 SLOPE - - - - - - - - - - - - - - - - - - - - - - OFF: 32.06'RT ESMT. ELEV: 2541.07 Lo N APN: — — — — — — — — — — — — — — o — — — — — — — — — — — — — — — — — — — — — � — —I — — — — — — — — —2541 SO427325830 SEE SHEETS 32-33 REFER TO SHEETS END DITCH 20' NOT A PART FOR GRAVITY STA: 17+61.54 22 WATER IRRIGATION 06-07 FOR BASIN OFF: 20.95'RT 2541 — — — ��2540 LINE CONSTRUCTION GRADES AND SIZE ELEV: 2537.95 2541 ESMT. I i i I I 2544 0 N 2544 O � (� -H 0 0 O -H � + � 0 0 0 O o 0 0 0 0 +� Ci-H N0 � 0 0 0 0 -H o � � � LO �Z z � 0 0 � o0 0f o � o � o � o � 00 0L � + v0 � OQN JH + N � � O � Ln O � � � H + � 00 Ln Z � d� O H + � + � + N N r� + O � � � QN WNW W� 2 � � Ln0 � Ln0 �p0 + + + + � O U aQ UU � Ln U � � U � � U � � � Oo � � 0 � r\ 0 � CO0 UCO U � 0 � QN (n (nW wo � � QN Ln Ln � � � � � � � � � Uri Ln � aN Q � LdN QQH .. � QN QN � QN Ln � .. � 3: � QN QH NNW <p (< jcf) cf) a- n (nW (J7 (J7W (n (nW C/) C/) a_ C/) C/) a_ canc~n � Cnnc~nL EX. GRADE NNE cncn � - - - - - - - - - - - - - - Z AT � - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r i 2540 - - - - - - - - - - - 2540 of W OJ HY U zo Z OF W p J Z p] Q QQ U 2538 2538 CL �= o 15+00 16+00 17+00 18+00 19+00 20+00 U_ Z L m O W J J U1 Q 2 W W U1 J 2 ~U Y �z W L O O Z Q Q U 00 W p U) m c W_ rn ZQ Z O — �r0 Q O zQ z Q 0 0�o GRAPHIC SCALE IN FEET _ x r 0 10 20 40 r pto N W J� f0 O 1 O Y d o~m Z 3 x�O Z Na BRODY SQUARE O O a 0of %Xaa NOTE: OFFSITE PAVING PLAN & PROFILE . V) 0 U< a 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO W 0 O=� cln�� 09 10 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF MERIDIAN, ID + op0 x ZD PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. a E 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADAo o 17 13 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. o N� LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Kiom ey >>> Horn o x oo RAMP. Z Q o z 15 3. REFER TO SHEET 03 OF THESE PLANS FOR © 202o KIMLBY-HORN AND AssociATBs, INC. HORIZONTAL CONTROL LINE AND CURVE DATA. a W 950 Bannock Street, Suite 1100 O a C o�M Boise, Idaho 83702 208 297-2885 0 Ln o X 00 DESIGNED DRAWN CHECKED W m==� 12 Q$ Plans Are Accepted For Public oF�SS\O�L EN�� SCAITC LE H : 1'>-2oc TRB o Z �ENSF tiF 0�o Street Construction Q� o F ( ) = F O 3 SCALE V 1"=2' o2 x W z 16 By stamping and signing the improvement plans, the Registered ( ) o m=:L( 11 14 Engineer ensures the District that the plans conform to all District Know below. P PI R-UV E DATE: SHEET N O. rn Lj CD policies and standards. Variances or waivers must be specifical— Call before you dig. 1 2� _ jo,�� ly and previously approved by the District in writing. Acceptance �O J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j o zoo of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)I x L5 a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 7 g EXCAVATE FOR THE 291015009 = oo KEY MAP BY DATE: DWG. NAME a-L'p z UNDERGROUND /w N a N.T.S. ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w x�0 5009-PV.dw of 34 shts PAVING CONSTRUCTION NOTES 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE -_ _ _ _ _ _ _ _ _ _ _ _ _ _ PER PLAN. -2540=- - - - -2541 21 INSTALL STORM DRAIN MANHOLE PER ACHD REFER TO SHEETS 08-15 � � 20 52 LF ® � O FOR ALL STORM DRAIN 4.02% 2542 2541 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. / PROPOSED WITHIN R/W- � 22 INSTALL 18" T-1 PVC PIPE OR APPROVED EQUAL. I SD MH 1 � LENGTH AND SLOPE PER PLAN. N: 5299.54 1 9 I 27 E: 9142.51 CONSTRUCT TYPE III CATCH BASIN PER THE LATEST RIM: 2540.17 21 VERSION OF THE ISPWC STD DWG SD-603 TO I I FUNCTION AS BUBBLE-UP STRUCTURE. INV IN: 2534.37 1 INV OUT: 2534.37 // \1 N 20 I 28 INSTALL END SECTION & 1' DEPTH OF 6" DIA. I RIP-RAP PAD. 1 1 1 BUBBLE UP 1 I I N: 5253.23 1 27 E: 916 6.7 4 RIM: 2536.27 1 INV IN: 2532.27 rj I I I I 1 N I I I j 2 I I I 19 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I Ln I I I N I I I I I I I I I I I 3 I I I I 1 I I I 18 Ln 1 N I I I I cc I I 10 I I I I 1 I I I I I � 1 49.8' DRNG 1 `V ESMT 4 1 1 1 I 1 BLOCK 3 1 1 1 1 1 NON-POTABLE UTILITY CROSSING. MAINTAIN 1 N 1 1 1 1 17 SEPARATION PER IDEQ STANDARDS. cc 1 I I 1 I BLOCK 3 1 1 I I r 1 I REFER TO SHEETSJ 06-07 FOR BASIN GRADES AND SIZE 1 1 18 wo 5 I 1 I N �z oL 1 1 E Ld Q 1 wo N 1 1 1 I I 16 3:z 1 1 1 1 ~of z I 1 1 1 1 0o � I 0� I I FY 1 1 1 1 1 I U zo 1 1 1 1 Z 0� pJ KEY MAP ZM wJ I 1001 1 1 NOTE: N.T.S. N 6 1 N I 1 I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO to I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 0m I 1 I N I �_ I PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z Ld I I 1 I I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%.cc W w� 1 1 1 1 I I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y° F - 15 I 1 I 1 C•F,,z RAMP. ° oELI' I _ _ _ _ _ _ _ _ 1 1 1 1 3. REFER TO SHEET 03 OF THESE PLANS FOR oZ¢ HORIZONTAL CONTROL LINE AND CURVE DATA. a O_j< 1 1 1 1 O x o 0 1 1 1 1 03 O 0 LLLJ0 I 1 1 1 1 z 0 p1 LJp 1 1 I 1 1 I z Z Z o v 1 1 LO 1 1 U o Z GRAPHIC SCALE IN FEET o x'= 1 I 1 I 1 - 0 10 20 40 NORTH LO WJ I 1 I 1 t0 1 0 0 om I 7 I I 1 1 E HEADWALL 1 0 o) I 1 1 1 I N: 4910.22 z l �W� I I 1 I f ro I 28 E: 9169.66 BRODY SQUARE ZQ 1 I RIM: 2538.59 1 N 000 Qa 1 I 1 N I 1 INV IN: 2536.53 14 1 o �o - - - - - - - - BUBBLE UP '2 1 I 1 22 0 20% ® SD MH 8 I PAVING & DRAINAGE DETAILS =N N: 4907.34 I 1 1 SD MH 9 N: 4902.86Li �o- = 1 E: 9163.8727 I 1 N: 4903.99 E: 9305.22 MERIDIAN, ID a) xz� REFER TO SHEETS 08-15 a W a RIM: 2536.27 1 1 I E: 9180.45 RIM: 2540.38 21 , wZ FOR ALL STORM DRAIN INV IN: 2532.27 I I 1 21 RIM: 2539.69 22125 LF @ INV IN: 2536.81 o 0 rIPROPOSED WITHIN R/W I 1 INV IN: 2536.55 .20% INV IN: 2536.81 E03 1 INV OUT: 2536.55- - - INV OUT: 2536.81 Kiom ey >>> Horn o o x' 8 I 1 <a p~ SD MH 4 1 / _ _ _ _ _ © 2020 KIMLEY-HOITN AND ASSOCIATES, INC. m Q3 SD MH 5 i N: 4877.42 / \ 950 Bannock Street, Suite 1100 O O aw E: 9022.18 0 N: 4876.31 1 i / CD RR o o w� Boise, Idaho 83702 208 297-2. 5 a X Z� I 21 RIM: 2540.34 ~ E: 9144.68 s ° 00 RIM: 2540.03 21 h� �0 i o �� DESIGNED DRAWN CHECKED W INV IN: 2535.27 cn� i m I w 123 LF C�? INV IN: 2532.96 `L`' / 5� 2, �' ID i ITC ITC TRB =Z INV IN: 2535.27 0 22 .89% INV OUT: 2532.96 �,//� 25� 5�� 6 _ - -- - - - - - 7 REFER TO SHEETS 08-15 , ��` �.� Fp F WM Plans Are Accepted For Public V SS�O ENc 0 0 3 INV OUT: 2535.27 - - - - 36 LF 2 2532535 FOR ALL STORM DRAIN Street Construction Q NOT �� SCALE (H): 1"=20' LU 22 2534 PROPOSED WITHIN R W I ��� SCALE V 1" 2' W `� x wz I 1.89% 2533 / By stamping and signing the improvement plans, the Registered ( ) o m w J / / _ - / I Engineer ensures the District that the plans conform to all District Know below. P P ROV E DATE: SHEET N 0. W rn policies and standards. Variances or waivers must be specifical- Call before you di 1 20 1 0 13 2020 /o o W /� // , I I ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS ��' `P�qQ� W >O za / of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)Ln w� / / / I Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 18 z I x M g EXCAVATE FOR THE C 291015009 =cn BY DATE: �50 G. NAME a a�p z UNDERGROUND w /w�,a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES W X�0 09-PV-SD-DT.dw 0f 34 shts NATIVE MATERIAL OR MIN 2' WIDE ASTM C-33 FILTER SAND LEGEND WINDOWS AT LOW POINTS, WELL COVER. 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER LENGTH DEPENDENT ON $ 2 OR 3 BOLT LID WITH 9/16' HEAD AND SAE THREADS, GASKETED INFILTRATION REQUIREMENTS (TYP) FINISH GRADE Q CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) EDGE OF TRAVEL WAY z 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER d TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE. INSULATED, SINGLE- GRAVEL . CONDUCTOR COPPER WIRE. INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS SHOULDER 4° . - = ;r=.; ® PIPE SHALL BE PERFORATED PVC, ASTM 0-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY USE 4" PIPE cv u .,�, •; .,e *, -. QQ NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS,/DRAIN ROCK ;Ili;; a POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY 0 13ACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES PTALLOWED LOPE, A55 rs s 3 NOTES: PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR A PLAN F N.T.S. STORM DRAiNAGE FACILITIES N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 3' GRAVEL OR WIDTH. SEE NOTE 5 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PAVED SHOULDER tL SEE NOTE 4 p w EDGE OF DEPTH. VEGETATION p TRAVEL WAY SEE NOTE 5 SEE NOTE 2 2% �� 2 m 4:T S r• "i d . a• LppE p N7,gX 3'•1 SOP �- „ :.;, ap srl l NATIVE SOIL ' 3. x GRAVEL THIS m SIDE ONLY Y _—;6 GRASS ALLOWED Y I - ; SECTION CONCRETE COLLAR - NATIVE MATERIAL ON BACKSLOPE ONLY < N.T.S. OR 3' DEPTH OF ASTM C-33 FILTER SAND WINDOWS 3 a a a Ld O 2' MIN 6 � a a 3 O p - MIN 3' SEPARATION DITCH 4 ; INVERT TO GROUNDWATER/ BEDROCK REQUIRED SECTION A-A MAX GROUNDWATER N.T.S. ELEVATION NOTES: �R 1. n0RROW DITCHES SHALL SE DESIGNED TO CONVEY RUNOFF TO A DISCHARGE POINT OR INFILTRATE SECTION STORMWATER. SIZE FOR 100-YEAR DESIGN STORM. 2. DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 SAND WINDOWS IN INVERT. BACKSLOPE OF N.T.S. BORROW DITCH MAY HAVE GRASS. 3, IF SAND WINDOWS. ARE USED IN LIEU OF CONTINUOUS SAND TRENCH, PROVIDE DRAINAGE CALCULATIONS TO SHOW INFILTRATION OF 90% VOLUME IN 48-HOURS IS MET, 4. 4:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS >_45 MPH, 3:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS <45 MPH 5. BORROW DITCH WIDTH AND DEPTH VARIES BASED ON SIZING REQUIREMENTS 6. CURBING MAY BE REQUIRED 7. USE INTENDED FOR UNDEVELOPED, RURAL ARTERIALS 2017 ACHD REVISION 2017 ACHD REVISION 2017 BORROW DITCH STANDARD DRAWING IDAHO STANDARDS IDAHO STANDARDS ACHD STORMWATER DESIGN FOR PUBLIC WORKS STANDARD DRAWING FOR PUBLIC WORKS STANDARD DRAWING GUIDELINES DETAIL 05 coNSTR>JCTION GROUNDWATER OBSERVATION WELL SD- 627 CONSTRUCTIONGROUNDWATER SUPPLEMENT) OBSERVATION WELL SD- 627 (ACHD SUPPLEMENT) 1 OF 2 {ACHD SUPLEMIENT� 2 OF 2 47' R/W 50' R/W V) �Z 16.5' 16.5' B/C B/C I I B/C B/C I , a-o5 5 5 5 S/W S/W S/W 3 S/W I I <0 2.0% 2.0% } % 2.0% �J Y zo CONCRETE SIDEWALK 3" ROLLED CURB & GUTTER - » " PER ACHD SUPPLEMENT PER ISPWC SD-702 CONCRETE SIDEWALK 3 ROLLED CURB & GUTTER "~ PER ACHD SUPPLEMENT PER ISPWC SD-702 ZM TO ISPWC SD-709 PROP. PAVEMENT SECTION PER TO ISPWC SD-709 wJ "LOCAL ONSITE PAVEMENT SECTION" PROP. PAVEMENT SECTION PER o 3" ROLLED CURB & GUTTER "LOCAL ONSITE PAVEMENT SECTION" PER ISPWC SD-702 DETAIL ON SHEET 03. 3" ROLLED CURB & GUTTER D� DETAIL ON SHEET 03. a PER ISPWC SD-702 U z N= TYPICAL LOCAL STREET SECTION N.T.s. DAPHNE ROAD TYPICAL SECTION N.T.s. Plans Are Accepted For Public _V) Street Construction Y L d'Z BY stamping and signing the improvement Plans, the Registered O 30, �Engineer ensures the District that the plans conform to all District a �' oo EX. R/W LOT LINE policies and standards. Variances or waivers must be specifical— W 0 0 V) ly and previously approved by the District in writing. Acceptance 00 z a 48' 25' of the improvement plans by the District does not relieve the o PROP. VINYL Registered Engineer of these responsibilities. o z< PROP. R/W L/S BUFFER WALL a �Z , 17 0= PROP. EOP I I BYADA COUNTY HIGHWAY DISTRICT DATE:- 0 ;; EX. I I 5' 5 TRANSIITION z LO N_ PVMT PROP. STD 3' ROLLED CURB SECTION STD 6" VERTICAL CURBCD oY (VARIES) PVMT S/W 1' PROP. GRADE (PER ISPWC SD-702) (PER ISPWC SD-701) r d °' zz (VARIES) BENCH EX. GRADE�` } 2.0% BENCH , , o �o z zQ MATCH Ex ;X� BRODY SQUARE z< PAD GRADING AND � o V)Z PROP. PAVEMENT SECTION SWALES PER TYPICAL TO MATCH EXISTING / ZZ PAD GRADING DETAIL ' a V w� PAVEMENT SECTION PAVING & DRAINAGE DETAILS _oe PROP. EOP PROP. 12" PVC Uj MERIDIAN, ID L112FUTURE UNDERGROUND IRR. LINE. PREFORMED EXPANSION JOINT o °' wQ CONCRETE SIDEWALK MATERIAL SHALL BE INSTALLED ELECTRIC BY OTHERS o a PER ACHD SUPPLEMENT FLOW LINE AT ENDS OF TRANSITION SECTION ■ 0 03 4: 1 MAX TO ISPWC SD-709 Im a "� orn o WD BORROW DITCH PER 3: 1 MAX Z 0 0� z ACHD STD DWG DTL 05 Q §i¢ CURB TRANSITION DETAIL © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m j �Z 950 Bannock Street, Suite 1100 ca BLACK CAT TYPICAL SECTION N.T.S. (MODIFICATION TO ISPWC SD-707) N.T.S. Boise, Idaho 83702 208 297-2885 0 Z00 " DESIGNED DRAWN CHECKED Uj z ��5�\oEANs��%� ITC H ITC TRB o CY)0 0�0 8�� . FO F SC LE ( ). N/A 0 o L0 WLL,I —Wo �T" SCALE (V): N/A w x wZ m w,aha sbelow PPROVE DATE: SHEET NO. Uj Oxa ,,,,,,, o o Call before you dig. CO J q13„� p� Q w �0)~ CALL 2 BUSINESS DAYS �JKU Z � 1 G 1 3 2020 W >O z p IN ADVANCE BEFORE N PROJECT NO. 19 z C)�w� YOU DIG,GRADE,OR D x:g EXCAVATE FOR THE N 291015009 a-L,o z UNDERGROUND ¢a /w n a MEMBER UTILITIES w =�=o DWG. NAME w X 1-0 5009—DTL.dw of 34 shts STREET LIGHTING AND SIGNAGE NOTES �2 INSTALL TYPE II 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 SIGNS PER MUTCD R1-1 AND ACHD STD DWG TS-1114. 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 ISPWC, AND THE NATIONAL ELECTRIC CODE. 1 � I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS: //CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM I I TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM 1 I I I I WATER METERS. — — _ — I 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX I — I MATCHLINE SEE SHEET 21 1 I LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF — — — — THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL MATCHLINE SEE SHEET 21 I 1 I INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY BLOCK 3 14 I MATCHLINE SEE SHEET 21 COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. BLOCK 1 20 I I FM I I I 1 — — — — 1 I I XXXX Z BLOCK 3 1 � — — 5'=1 33' 5, 3 BLOCK 51 I � �� �,,�p��IED FOR 2 S W B/C S W I l �w / I I / — — — — I I PROPERTY LINE CONSTRUCTION 10 47 i DRNG I 22 . ESMT. R/W I These plans andlor specifications have been reviewed for i I I I — — — — 1 5 33 1-5 compliance with Meridian City Standards and Specifcations. This 21 S/W B/C S/W I I review does net relieve the owner, engineer, or contractor of the 2 I responsibility to design and/or Construct those facilities incompliance 1 47 1 1 with all current applicable federal, state and local laws. rules, R/W I I I regulations, ordinances, development agreements, specifications. 3 I 2 XXXXXZ / UJI 9 orders or approvals, all of which the City retains the right to enforce. Ln Inconsistencies not noted by City staff shall not be construed as I N Q 1 N I approved unless specifically addressed in writing by the City. Any — — — — — — — — i I proposed revision to these plans must be submitted for review and V compliance with the Meridian City Standards and Specifications before said revision is constructed, W DAPHNE ST • m j • W DAPHNE ST-� rom — — — Name Bate Z — 2 — Al I — — 1 Q - - - - - - — / Occ 6 Ir I z I I F- xxxxxz 2 I I I_1 2 1F- T T -1 1 5 1 I 1 I I I I I I 1 I 21 - - � BLOCK 3 I 1 I EX. 25'I PROP. 48'I I i Ld R/W R/W I /I 3' 1 APN; 777, Ld(3I ; I I 1 4 R0982000020 10 I 11 I 12 I 13 1 (NOT A PART) 20 a-U I z I 1 1 2 xxxxxz ;I, Z I I I I 4 "' 1 00 I i I _ - - - - - - - - - - - �w SECTION LINE I 3 BLOCK 4 wo 1 I — KEY MAP z 1 i I M M N.T.S. Z COI 1 1 5 W APGAR ST 00 �J ~ I I \ - - - - � NOTE: N OD Q i I /� I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO o V5 M I I I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE z 1 i I / ;n XXXXXZ 2 1 UNLESS OTHERWISE SPECIFIED ON PLANS. o V i 1 2 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA W I Q, i I I I I I I I I I I I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. r a ml I T A~" 12 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS A o� 6 8 9 10 11 RAMP. o ``w Y I z 1 — 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL r� c oo I i i I o 14 1 1 — — — CONTROL LINE AND CURVE DATA. W O 0Q z WQ 5> 33> 5 z -W I I i I I I I I BLOCK 2 I I I IS/W �C S/W 1 I GRAPHIC SCALE IN FEET R/Wto 0 20 40 80 NORTH 0 (n I i - - Op w — — — — — — — — — — — — — a f°o - - - - z 3 w z j o zo z �a I BRODY SQUARE za F- i za 1 PROPERTY LINE I APN; Lo zz 1 SO427333500 1 I LIGHTING & SIGNING PLAN = a wa 1 (NOT A PART) I W a 00 MERIDIAN, ID s E �Q o> zo�� Kiorn ey ))) x z m Q a-OFa:3 I 1 I © 2020 KIMLEY—HORN AND ASSOCIATES, INC. � �Q Fw I 950 Bannock Street, Suite 1100 Z o W M Boise, Idaho 83702208 97-2885 Nt aXz" DESIGNED DRAWN CHECKED w�m= oF�`SS\�ENSF�ci'�,F ITC ITC TRB N 00F0 , Q� D <`� SCALE (H): 1"=40' o o LO 3w ��� SCALE (V): N/A W L xWZ moW Kcal rsso re you 's belrn�v. PPIROVE Q DATE: SHEET N0. �0 F w CALL 2 BUSINESS DAYS �9 P� 1 0 13 2020 >O p IN ADVANCE BEFORE vvv N PROJECT N0. 0 z U Ln w m YOU DIG,GRADE,OR � I x EXCAVATE FOR THE 291015009 L'oz UNDERGROUND DWG. NAME /Lv cn a MEMBER UTILITIES w N1 X�o 5009—SNS.dw of 34 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. �2 INSTALL TYPE 11 STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. 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 ISPWC, AND THE NATIONAL ELECTRIC CODE. APN. I APN. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN SO427325830 I SO427325702 PORTAL AT (NOT A PART) (NOT A PART) TOTPS OPEN/AT PERMIT RAND REQUEST 1INSPECTIONS ENACCESS/ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND PROPERTY LINE FOR THE POLE AND ASSOCIATED WIRING. I 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM II WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX - - _ _ LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF I — — — — — — — — — — — — — — — — — — — — — — — - THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL I I INSPECTION. I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY BLOCK 1 I I I I I I COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. I I I 11 I 10 I 9 I 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 IDL T APPROVED FOR IDwNO I I I I I I I I I I I I I CONSTRUCTION ir) \ in \ I These plans andlor specifications have been reviewed for Cf) compliance with Meridian City Standards and Specifcations. This — — — — — — — — — — — — — — — — — — — — review does net relieve the owner, engineer, or contractor of the / responsibility to design and/or Construct those facilities incompliance 12 / with all current applicable federal, state and local laws, rules, r' c� c� regulations, ordinances, development agreements, specifications. — — — -r7 m - -ro m orders or approvals, all of which the City retains the right to enforce. / W WAPOOT ST I Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any — — — — proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications 13 _ Q � 2 XXXXXZ LO — — — — / — — — -`o before said revision is constructed. V i I I I XXXXXZ 2 I I Name Date I w 1 Cn — d I I 20 10 CO j I 122 I 14 - - - Q - - - - - - - - I - - - - EX. 48 PROP. 48 I U I I I I I I 9 R/W i R/W — t - - m 2 I I 19 I 2 I I 15 � - - - - - - 5 33' I 5 - - - - I I I I s/w B/c S/w w w� 3 I I R7W w 8 �= 18 / � I I - - - - - - - - 20 a-� I 16 - - I I 1 XXXXXZ I I 3Q I _0 I I 4 I 7 I 3} 17 Y I j I XXXXXZ 2 KEY MAPzo z I N.T.S. - 17 I — — — — m 5' 33' 5' S I I 6 I APN: NOTE: N 0 S/W B/C S/W I I I I R0982010025 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO d i I I 10' W I 2 XXXXXZ I I NOT A PART BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE L)m I R/W DRNG. ESMT. I 16 I I ( ) UNLESS OTHERWISE SPECIFIED ON PLANS. z I — — — — 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U)a SECTION LINE I �• STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. } �Z I i I 18 I — — — — Q I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y oN I i I I 6 I 10' I I RAMP. o C I i I I I I DRNG. ESMT. m I 5 I 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL U CONTROL LINE AND CURVE DATA. ov C C0 I I I I W oQ I I I BLOCK 3 15 Q I I I F-- - - _ - - - - I o I I I I Z N w= i BLOCK 1 19 I I GRAPHIC SCALE IN FEET 0 20 40 80 NORTH 7 BLOCK 3 MATCHLINE SEE SHEET 20 I to N I I I 4 BLOCK 5 `° O 0 a rn Zm z I I MATCHLINE SEE SHEET 20 I I I I o N zo I I I BRODY SQUARE N Za I I MATCHLINE SEE SHEET 20 I of Lo 10 ?o I I — — LIGHTING & SIGNING PLAN I II - no wQ I I a - - - - — - MERIDIAN, ID s �� I I o?�W k I IS L 3 I IKio m a >> orn �xoo Z ma a3 j I I I I I C) 2020 KIMLEY-HORN AND ASSOCIATES, INC. � I m r l — — I I I 950 Bannock Street, Suite 1100 0 a W \ 0o L)� i I / — — — — I Boise, Idaho 83702 208 297-2885 N a x Z DESIGNED DRAWN CHECKED W �m= oF�`SS\ Uj �ENSF�ci'�,F ITC ITC TRB N 00F0 , Q� D <`� SCALE (H): 1"=40' o o LO 3 W ��� SCALE (V): N A W L xWZ ir m o W Kcalsot�elow�g PPI � Q DATE: SHEET N0. Ld �0 F W CALL 2 BUSINESS DAYS I9 Q� 1 0 13 2020 >O Zoo IN ADVANCE BEFORE C vvv N PROJECT NO. Z C)LO w YOU DIG,GRADE,OR 21 I XMCL EXCAVATE FOR THE c 291015009 MARKING OF W U-oz UNDERGROUND DWG. NAME /Lv cn a MEMBER UTILITIES w 1 �0 5009-SNS.dw of 34 shtsa. WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑5 INSTALL 12" x 8" TAPPING SLEEVE & VALVE. 3 SECTION LINE I I I I I 12 INSTALL 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER ao i I 2 rn N MAIN EXTENSION PER CITY OF MERIDIAN STD DWG O C I W13. i-� ~ I I 21 I rn Ln 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO i � � + co I I � rn APN: MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. U ; I _ _ _ _ _ _ I W z w R0982010025 i I ao 12 18 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO V) 0 I Q 3 _ CD I (NOT A PART) MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. Q ; �5 22 N Q I I >- co - - - - - - - -rnLO BLOCK 1 / 1 rn 0 U w I Z I M + 0 3 CC) N BLOCK 5 zg _ - i — — — — — N06 — — — — — — — — — — i oo EX. MH 03 e;voae � N w N � N STA: 1+00 .. // 2 w RIM: 2540.82 8 8 W S W 8 W W I LIJ 8 4W Blow- INV IN: 2516.57 I I o _ _ _ - �� I = I o 153 1 w � I 100 1 2+00 - w +00 I \ 8 S 8 S `n �r`' m S S _ - _ - 8 S w oo LU ��� I 1 165' W DAPHNE ST N — — — — _ z �' � E DAPHNE ST 00 w z ------------- cocn 16 16 - - - - - -- - - - - - - - - 00 I I BLOCK 4 o I / BLOCK 2 \ I + O I , 1 + rn I �_ _ _ _ _6 APN; SEWER CONSTRUCTION NOTES LL_ i _ _ _ _ _ _ _ I 3 I I R0982000020 ' o� I o ~ �LL_` 00 NOT A PART) 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER MH 04 cn (no IPER CITY OF MERIDIAN STANDARDS. � I STA: 2+69.99 ao 2 RIM: 2540.68 I I ® CONNECT TO EXISTING MANHOLE. MATCH INVERT TO INV IN: 2529.28 3 I CROWN. INV IN: 2529.28 0 INV OUT: 2529.18 I I ^� 5 I I g I I O O 2544 0 r m 2544 o NU-) o 00ONO ONO; UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON Moo(6 � (D66� SHEET 01. OO �N OO� �N _ + LO + �NNH X > PROP. GRADE Q �> » 25 26 wcnmz © SEWER gNFhzzz -- _ - - - - - - 24 -- - - - - - - - - - - - - - - - - - - - 2540 2540 Ld EX. GRADE <~ ® SEWER LU aQ W wo > 22 23 �a O U ao 3z Z r a z 00 r �t 28 �27 �w OJ Y w0 z C)>- 2536 M 2536 N zm 2530 N 2530 KEN MAP o w� w NOTE: N o0 w 4 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO = BACK OF CURB, BACK OF HEADWALL, OR CENTER OF ow PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = �= 2528 W 2528 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W �� LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L o w RAMP. o r� z 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 =00 J HORIZONTAL CONTROL LINE AND CURVE DATA. W MOO m 2 � Iwn Z 6 0) U o o�Z n z oz< Q N o GRAPHIC SCALE IN FEET �mF� 0 10 20 40 NORTH to owe i a a x 0 m 2524 �o`�° 2524 0 �ZZ 6• z ��_'2 @ z za Q�c BRODY SQUARE ir (MzQ F 1 o 0 ao of �XQQ �o� �F UTILITY PLAN & PROFILE V) 0 C: :3 - i wa W =it a �LnLQ MERIDIAN, ID o>> o �� o 2520 2520 0- ' / N Kiom ey >>> Horn xw� 0 oo z Q z © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U � a w /rn<z 950 Bannock Street, Suite 1100 O C o a Ljm Boise, Idaho 83702 208 297-2885 N o X Z" DESIGNED DRAWN CHECKED m=o o�FSS�� N Se ,�� ITC ITC TR B N o�Z Q� F� SCALE (H): 1"=20' w N 3� T SCALE (V): 1"=2' 0 xwZ om F(nowwbaYsbelow. PPIRUVE DATE: SHEET NO. 0 �J rn CD w Call before you di F � 1 o� 2516 2516 g' s� 2� a 10 13 2020 W >O w CALL LADVANCE BEFORE S q P � PROJECT NO. �� Li' Ln w 0 N 1+00 2+00 3+00 YOU DIG,GRADE,OR N ? C) x g EXCAVATE FOR THE 291015009 a-L'o z UNDERGROUND a¢ /w 1 a MEMBER UTILMARKINGITIES w = DWG. NAME x�0 5009-UT.dw of 34 shtsa. WATER CONSTRUCTION NOTES I I I co. I I 1 1 N'� I ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN BLOCK 2 I I BLOCK 1 MH 20 PAVED AREAS PER CITY OF MERIDIAN STANDARDS. II c I STA:R M: 2540.p I 19 ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF 3 2 I I I I 21 20 19 INV IN: 2530.24 MERIDIAN STD DWG W1 & W2. I I I I I I INV OUT: 2530.24 �3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF X r- 1-- 0) I- I I ,-o � I ,7o Q 7� � - 7 � � (0 co III � I- r- _j J r- J J MERIDIAN STD DWG W1 & W3. -j 00O � 0 � O 00 0 MH 05 NUn inLn r- Ln 00 ro0 rnLn � � r � � 0 No 0 r- � in + + + + + + INSTALL FIRE HYDRANT PER C ITY OF MERIDIAN STDSTA: 1+00 + 6 + + + + 0 + 6 + o + o RIM: 2541.27 � N NN N Nr7 r) O N r) = N N � � N MATCHLINE SEE SHEET 22 Q � Q cz Q � <1 Q L.L. Q � Q � Q li a DWG W8 & w9. INV IN: 2530.06 � � � b- � L � � ao 1 � � � 1- � � ~ � � o � Il I- � � L >, \ INV OUT: 2529.96 cn o cn o cn o cn o cn 0 o cn o 0 o cn o 010 cn Cl) o U) o U' o © INSTALL 8 GATE VALVE PER CITY OF MERIDIAN STD ❑2 2 ❑3 I 2 9 I I vi 4 1 18 2 I 3 2 6 I 2 2 2 DWG W1 1. I I I I I I / � � I I I ❑7 INSTALL 8" x 8" x 8" TEE. r-14 I I 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO a o Davo - - - - - - _ MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. N - - - 40 1 - - - - - - - - - - - - - - N J 17 WATER LINE STORM DRAIN CROSSING. CONTRACTOR - 1 56' in W �O ��•, W ❑ / , I _ W W � TO MAINTAIN 1.5 OF SEPARATION PER IDEA 2 0 2 d'p•, STANDARDS. WHERE VERTICAL REALIGNMENT IS loe1 0 (n 1 2+0 150 1 + I 202 1 1 5 p NECESSARY CONTRACTOR TO ENSURE NEAREST 45 I I / O W 8"S �99S 8"S 8"SO 8"S ! 8"9 8"- 8"S ' W 0 8" - DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR n p W 3+00 - c� I 4+00 W 0 0. Cl) _ + _ _ _ OF OUTSIDE OF CROSSING PIPE. \ Z 1 162' 1 N BROCK AVE 6 m 190' 1 o Z 18 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO "W 8"W 8"W 8"W 8"W I 8"W I 899W. �11w 8"W J 8"W MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. I 2L 2 Q 17 Ln � - - - - - - - - - - - MH 04 STA: 2+69.99 SEWER CONSTRUCTION NOTES RIM: 2540.68 3 o - - - - - - - - 18 INV IN: 2529.28 7 16 9 17 2 3 2 2 3 i 1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER rn I- INV I N: 2529.28 N 1- 00 00 � 00 1- 00 1- 00 1- co o, 0' rn o 0 � o � 0 � 0 � o PER CITY OF MERIDIAN STANDARDS. INV OUT: 2529.18 N O O 0 0 0 0 0 0 O MH 06 rho corn 000 � rn � O 00 � r� Ln 00 � + 0 + + + a; + `� + Q; + Q; + `� \ INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. STA: 1+42.20 N co N �i N o r� �i �� - M SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND RIM: 2541.41 co INV IN: 2530.33 � � � � � � � � � � � � Q li a li a li Q li DIVISION 500 OF THE CITY OF MEDIAIN vi INV OUT: 2530.23 Uo cno � o cno 00 I cno no I io I io no SUPPLEMENTAL SPECIFICATIONS. I I I I 3_ g 7 \ INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL BLOCK 3 SPECIFICATIONS. \ SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE I I I i i i FOR SEPARATION. \ SEWER MAIN STEEL SLEEVE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. SEE PROFILE FOR SEPARATION. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 0 (0 0 24 2544 O 0 N o 00 0 2544 27 �Z c�oLo o d� 00 ��N � 00N NN 0 N �Ld + LnNH Co� �� << r NZ� 0) pN NN 00 0N0 �aW O o + �N N H 6 6 N 22 23 22 = � �>> � NNZZ= OO��N 3z � Cn �zz 0 - -� + LONH 0 LO C4 ra PROP. GRADE _ � > » N z o ` - ® SEWER � cno'zzz Qom» _ _ -z z 28 29 Y \ W o - - 0>- 2540 \ �� I - -I \ , _ - - - - - - - - 2540 KEY MAP o� � - w zm - - _ aQ - - - - - - - - - - - - - - - - - -� I ` I � � _ N.T.S. N 0-o M II III o NOTE:ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO Z I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF om SEWER II II N PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. o wJ 18 RCP 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 0 �= /-INV: STA: 3+11.77 12" PVC STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W L o� 2537.19 STA: 4+20.77 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A ~` 12" PVC INV: 2536.91 RAMP. Y }viSTA: 2+32.69 3. REFER TO SHEET 03 OF THESE PLANS FOR o io< INV: 2536.23 HORIZONTAL CONTROL LINE AND CURVE DATA. �o0 2536 2536 � IW� z omm< o opLUz z o,nz< Z a N o Ldo GRAPHIC SCALE IN FEET 0 `1 r 0 10 20 40 O W J to -0 N� c.) n �Y O a O o x m zz 3 �' O 0 a CO N BRODY SQUARE �� za NOf I rn -o N 0 0 to Z 2532 w w 2532of xQQ UTILITY PLAN & PROFILE V) 0 � - I wa W a W W ��L= w MERIDIAN, ID WQ U) IL W W 239 LF OF 8" PVC @ 0.40% w o �F170 LF OF 8" PVC © 0.40% Z Kiom ey >>> Horn z Z oz EoN� J J o o = o�o� U N 239 LF OF 8" \ 2020 KIMLEY-HORN AND ASSOCIATES, INC. m m �Z Q 950 Bannock Street, Suite 1100 0 c o um 2528 2528 Boise, Idaho 83702 208 297-2885 v00, x00 DESIGNED DRAWN CHECKED m=o oF�SS\�GE4NS\�/,�� ITC ITC TRB N 0 0�o 8�' • Q� O F� SCALE (H): 1"=20' o 3 W SCALE (V): 1"=2' w 0m=¢ 2526 2526 Know whars below. PPIRUVE DATE: SHEET N0. 0 i o W Call before you dig. 1 2 0 W �O~w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 W 0 1+00 2+00 3+00 4+00 5+00 q P >O Zp IN ADVANCE BEFORE N PROJECT N0. �� z O Ln W 0 YOU DIG,GRADE,OR x g EXCAVATE FOR THE 291015009 L'o z UNDERGROUND a¢ /w rn a MEMBER UTILITIES(TIES w _V) DWG. NAME X F-0 5009-UT.dw of 34 shts WATER CONSTRUCTION NOTES I ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN MH 20 BLOCK 1 PAVED AREAS PER CITY OF MERIDIAN STANDARDS. STA: 5+09.08 _ 3 RIM: 2540.19 ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF 19 18 INV IN: 2530.24 17 6 15 14 13 I I MERIDIAN STD DWG W1 & W3. I INV. OUT: 2530.24 I I I I _ _ I ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. � O ISOLO V) L � LOOho N � 0 00 Ln � O � io �+ + + + + WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO N L N N `° N . N MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS.Q LLl- a Qcz .. L aLL- QL L< < � Li- -31 Uo o Uo Uo Cn o Uo U) o Cno 2 I ❑3 T I 2 ❑3 2 I 2 � I ❑3 I I I I I I I I II I 14 1 ' I M NI — — — — — — — — — — — — — — — — Uj W ^`$�' W \ � ll 37' 1 5 0 °' 6+0 243' 1 7+00 8"S W 'S 0 899 8"S I 8'1S '�S 8"S O LIULIU \ I W LUcf) N BROCK AVE n m � m I � o W o 1 289 /k5 W Z `Z Ln — — — Q — — — — — — — — — — — — — — — — — — — - Q 16 N � 00 O I SEWER CONSTRUCTION NOTES I I I I I I Q I� LL- 1(vf) 0L 3 I 2 I 2 13 I 2 4 1 2 3 I 2 i N p 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER 00 I- ao I- ao I- ao I- ao ao OO Co � o � oo � PER CITY OF MERIDIAN STANDARDS. ISO � o � o ISO � o aio � o ISO � oMH 11 � 0D o Ln r� Ln 00 Ln o Ln M Ln `n Ln 00 in o n M � � � INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. + + 6 + �; + + �; + �; + C; + + C; STA: 1+53.75 cfl r- M r- r� SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND RIM: 2539.82 Q li a li a li Q li a L- a li a L- Q li a li DIVISION 500 OF THE CITY OF MEDIAIN INV IN: 2531.62 n o l i o I i o n o l i o i o N o U) o f cn o SUPPLEMENTAL SPECIFICATIONS. INV OUT: 2531.52 7 6 I 5 I 4 I 3 I 2 I MH 10 I I (D INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION STA: 7+52.24 I 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL BLOCK 3 RIM: 2540.01 3 I N I SPECIFICATIONS. INV IN: 2531.31 I INV OUT: 2531.21 UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 24 2544 0 0 2544 27 �z o O �w �N o a< O O 00 NO N ro �0 °' 6O0 " C n-n 22 23 �a 000N N row 22 3z + LONI- � �nN + N Z oN "z o EX. GRADE CC'4 z = Q _» ® SEWEROf _o R [� r (n Z Z Q �>> 28 29 �J - - - - - - - - - - - - - - - - - - - � (n _ZZ 0 - - - - - - zo / z �> 2540 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2540 N 0-0 KEY MAP L' NOTE: N.T.S. 0 PROP. GRADEIF 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a� ® SEWER BACK OF CURB, BACK OF HEADWALL, OR CENTER OF ow PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = �¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U� LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L o� RAMP. o }� 3. REFER TO SHEET 03 OF THESE PLANS FOR o i HORIZONTAL CONTROL LINE AND CURVE DATA. mo0 2536 2536 � Iwn z 6a,Za o o�z z o,nz< Z a N o Ldo GRAPHIC SCALE IN FEET 0 `1 r 0 10 20 40 �mF�w 2to o w J �OLO �Y N a Ln "�m o z z o z �� N = BRODY SQUARE zair I -o Cn 0 Ln V)z 2532 W W 2532ir 1 xQQ UTILITY PLAN & PROFILE V) 0 I a Cn Li �o w= LWU 243 LF OF 8" PVC ® 0.40% W a �nL� z MERIDIAN, ID J E xZQ 0 J a wz W = o >� o I �F Z U 0 �Ln� JKiom ey >>> Horn O o 239 LF OF 8" PVC © 0.40% z� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m a w �Z Q 950 Bannock Street, Suite 1100 0 o-H 2528 2528 Boise, Idaho 83702 208 297-2885 N o X 00 DESIGNED DRAWN CHECKED m=o o�FSS�� N S�N�/,�� ITC ITC TR B N 0 0�o 8�' ° Q� O F� SCALE (H): 1"=20' o 3w SCALE (V): 1"=2' w 0 =¢m 2526 2526 Know whars below. PPIRUVE DATE: SHEET N0. 0 i o w Call before you dig. 1 2 0 w w CALL 2 BUSINESS DAYS u 1 0 13 2020 W�0~LU 5+00 6+00 7+00 8+00 �9 P� >O Zp IN ADVANCE BEFORE N PROJECT N0. 2/� z C)Ln w 0 YOU DIG,GRADE,OR 4 x g EXCAVATE FOR THE 291015009 a-L'o z UNDERGROUND a¢ MARKING OF Ld /w rn a MEMBER UTILITIES(TIES w =0 DWG. NAME � XF-0 5009-UT.dw of 34 sms WATER CONSTRUCTION NOTES CO CO N: 5324.58 N: 5329.56 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN I E: 9006.55 7 7 E: 9008.67 PAVED AREAS PER CITY OF MERIDIAN STANDARDS. RIM: 2532.97 RIM: 2533.71 I INV IN: 2532.60 INV IN: 2533.34 ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF 10 INV OUT: 2532.60 g INV OUT: 2533.34 8 MERIDIAN STD DWG W1 & W2. I I I I I I 3 0) I N 00 N I m o o_ o I 00 r) �1 0 CD � 1 0 ❑ INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF N � � 0 Ll) M � O) r O � CON O J O J O J p J MERIDIAN STD DWG W1 & W3. N 0) 00 L0 r, rn o0 o 00 N O 00 0) 00 0 r1600 0 � o N 0 ❑5 INSTALL 12" x 8" TAPPING SLEEVE & VALVE. NOS O) 00 I� pp � � N � N �) Ln 0 � � � LO Ln 00 � � � O � j 00 � I T � � Lf) � M � Ln r) to ;I- r6 0-) 00 + � + O + O + LO 0 � N 0 LO 00 Ln ro N ro r) ro N N ro � O MO) MO � O �00ro0 Poo � �M o LL_ © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD I � °o Sao moo moo � rn � rn � � Q � � � � � � � Q Z L LJ Z IJ Z I iJ Z W Z W Z W Z IJ cf) O v) O N J V) O U/ O 2 2 101 1 2 2 I I i 5 I I 2 3 I 2 3 0 o DWG W1 1. 2 3 - 0 N `-0 I ❑7 INSTALL 8" x 8" x 8" TEE. 27.97' LL_ TYP. 1 I 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. I U I I C\j WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO LL] MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. _ LLI m i I = _ 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR z I CO 12 8 W LIU 8 TO MAINTAIN 1.5' OF SEPARATION PER IDEQ - - - - - - - - STANDARDS. WHERE VERTICAL REALIGNMENT IS CO 1 30' 1 62 1 U)LIU NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 - - - - - - - - - _C 1 61' 2+00 LLJ DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR S "S 8"IS I Z 8"S OF OUTSIDE OF CROSSING PIPE. I BLOCK 1 CO STA: 1+87�71 10 �� W INAPOOT ST J 1 = I OFF: 726.07 LT - N: 5325.53 STA: 2+10.2 6 E: 8901.70 7 25' 1 1 40' OFF: 0.00 Q I I RIM: 2536.87 O - -MH 11 - - - - INV IN: 2536.50 STA: 1+53.75 STA: 1+45.02 i INV OUT: 2536.50 2 3 RIM: 2539.82 13 OFF: 704.77 LT 16 STA: 1+22.64 INV IN: 2531.62 1 OFF: o.00 _ INV OUT: 2531.52 _ _ _ SEWER CONSTRUCTION NOTES 0o 1 OS I I I I 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER MH 10 PER CITY OF MERIDIAN STANDARDS. STA: 1+00 o INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. RIM: 2540.01 2 MATCHLINE � SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND INV IN: 2531.31 _INV OUT: 2531.21 SEE SHEET 24 DIVISION 500 OF THE CITY OF MEDIAIN - - - - - - - - i SUPPLEMENTAL SPECIFICATIONS. I ( (D INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION °0 I 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL � i 3 I I I SPECIFICATIONS. 00 © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE - - - - - - - FOR SEPARATION. 70 SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD DWG S1. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 24 w 2548 2548 27 w(j Kz 0 0 �Ld O Na- o N a0 p M- NU-) �� ��� N�� 22 23 22 �a O M �� ao OO.4NCV MOjMN �a CD ± EX. GRADE + LnN N-0 @ SEWER Nz� _ 0 28 29 _= Q » r = Q �>> - - - - - - - - - - - - - - - - (f��Z- - - - - - - - - - - - - - - - - - - - - Y -- U w0 Z C) 2544 2544 N zm KEY MAP w� NOTE: N.T.S. N 0-0 o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO PROP. GRADE BACK OF CURB, BACK OF HEADWALL, OR CENTER OF ® SEWER PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z w� r 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = �¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W wU) LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A� le 12" PVC RAMP. L 8w �INV: STA: 2+10.26 3. REFER TO SHEET 03 OF THESE PLANSFOR ooU O 536.41 HORIZONTAL CONTROL LINE AND CURVE DATA. LzQ moo 2540 z 2540 60)z< o o�z z o Xza 0 0 Ldo GRAPHIC SCALE IN FEET 0 0 10 20 40 NORTH ,o V)w= U �mF'w ONE N M L()0 � a "ter LLJ o F-m z z ���' _ O zQ cn BRODY SQUARE moza a LIJ N 0 0 V)Z 2536 1-1 x aZ W 283 LF MH-MH OF 2536 Lo� � 8" PVC © OF40% w 40% UTILITY PLAN & PROFILE I wa O z W � =it a �LnLQ = MERIDIAN, ID >� o �z U o I g ELn���NH aKiom ey >>> Horn O / w0 Z 0 x0p,, Q Q za © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m U I w z 950 Bannock Street, Suite 1100 O Ca o Ljm 2532 2532 Boise, Idaho 83702 208 297-2885 N o X Z" DESIGNED DRAWN CHECKED m=o o�FSS\ONA S�N�/,�� ITC ITC TR B N 0 0�0 8�' o Q� O F� SCALE (H): 1"=20' o 3w SCALE (V): 1"=2' w 0m=¢ 2530 2530 Know whars below. PPIROVE DATE: SHEET NO. o w Call before you dig. 1 2 0 w w CALL 2 BUSINESS DAYS u 1° 13 2020 W !o~LU 1+00 2+00 �9 P� >O Zp IN ADVANCE BEFORE N PROJECT NO. �� z C)Ln w o YOU DIG,GRADE,OR x m EXCAVATE FOR THE 291015009 0_L'o z UNDERGROUND a¢ MEMBER UTILITIES w =V) DWG. NAME x�0 5009-UT.dw of 34 shtsa. WATER CONSTRUCTION NOTES I I I I I STA: 4+36.56 1 1 RIM: 2541.86 MH 13 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN 3 INV IN: 2532.86 STA: 5+72.65 3 PAVED AREAS PER CITY OF MERIDIAN STANDARDS. INV BLOCK 1 INV IN: 2532.86 RIM: 25 6 INV OUT: 2542.54 ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF I I 5 I 4 I 1 I MERIDIAN STD DWG W1 & W2.7 6 3 2 1 1 ❑3 I 1 C° ~ c co � _ I _j I INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF O J O J O J p J O J O _j p _j o _j o _j o _ o o _ MERIDIAN STD DWG W1 & W3.00 — O C60 00 Np C�60 N0 00� 0Q 0O O 0 � 0 � O LO 00 0 + Ln � Ln 00 LO � 0 00 00 NLO + + + + + + 6 + (6 + 6 + M + 6 + Il.. I © INSTALL FIR E H YDRANT PER CITY OF MERIDIAN STD N � N M n DWG W8 & W9. II< Q Q <I Q Q Q a a a I— L_ I.— LL. I— � H L I— INSTALL 8„ GATE VALVE PER CITY OF MERIDIAN ST DN 1 0 o n o Cn o n o U) 0 cn lo V) on o CA Cn Cn 0 Cn o 2 2 1 2 3 I 2 I 2 3 I 2 7 I 2 3 I 2 12 I DWG W1 1. ❑7 INSTALL 8" x 8" x 8" TEE. 12 INSTALL 2" BLOW—OFF ASSEMBLY FOR FUTURE WATER — I MAIN EXTENSION PER CITY OF MERIDIAN STD DWG — - - - - - - - - - - — - - - - - W1 3. W `O c\n 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 8„W � „W 8" 8"W ..W 8"W 8"W 8»W 8"W 8"W 0 W 1 238' 0 6 1 124' co W 3+00 m m 4+00 00 8"s z 8"s 8"s 8"s 8"s 8"s $" W WA P O O T S Ts I = 1 222' W WAPOOT ST \0e �p 1 87' 37' 1 1 54 Cn 3.1 — 1 0 STA: 4+52.56 0 16 BLOCK 5 BLOCK 3 / OFF: 0.00' 9 4 STA: 4+67.08 11 OFF: 31.19'RT I SEWER CONSTRUCTION NOTES 6 INSTALL 8 PVC SDR35 SEWER LINE. 3 MIN COVER I MATCHLINE SEE SHEET 27 PER CITY OF MERIDIAN STANDARDS. (D INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. 1 I I SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND l DIVISION 500 OF THE CITY OF MEDIAIN I I 20 I 10 SUPPLEMENTAL SPECIFICATIONS. I 1 Ir 00 1 1 I I I I 6 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 1 1 I 1 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 1 I I 1 I I SPECIFICATIONS. I I 1 I UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 0 I—TTT oco 25 26 0 0 0 0co NN 24 w O �_0 ,Ln MLnND Ln Ln .. w 2548 + N N Q ..0 2548 :2 Cn w r << _ � �> » w0 EX. GRADE cn m z z z 22 23 ® SEWER — — — — 22 �< / — — — — — — — — — — — — — — — — _ 26 29 r — 0w — — Y r Lj w0 Z r KEY MAP w �> 2544 PROP. GRADE 2544 N SEWER N.T.S. o NOTE:w� w 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a o BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �w N c� PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. W Ld 06 z 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = V)_ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w ~�of Z 12" PVC ;o LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L STA: 2+10.26 RAMP. o rvi� f INV: 536.41 3. REFER TO SHEET 03 OF THESE PLANS FOR a o i HORIZONTAL CONTROL LINE AND CURVE DATA. mo0 2540 2540 � Iwn z 6a,Za o O0�z CD n z< z z N o GRAPHIC SCALE IN FEET 0 �MFFLj 0 10 20 40 NORTH to ONE UOwY a OXOr F-CD 3 L0 136 LF OF 8" PVC © 0.60% z z0 < za Of I _o m o Za 283 LF MH—MH OF 8' PVC © 0.40% r o�v)� 2536 283 LF MH—MH OF N L"a Z 8" PVC C�? 0.40% 2536 0 N�Z_ UTILITY PLAN & PROFILE :3 L 6 1 w a W N Li z �LnLQ J W MERIDIAN, ID E�wZ = W�� U ��LQLKiom ey >>> Horn Nr Q LU / 00 Z 0 x 00 W Q o or U) © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m Q�z� O I a w /rn�z 950 Bannock Street, Suite 1100 0 a o-H 2532 2532 Boise, Idaho 83702 208 297-2885 N o X 00 DESIGNED DRAWN CHECKED m=o o�FSS\ONA S�N�/,�� 17 ITC TR B N 0 0�0 8�' o Q� O F� SCALE (H): 1"=20' o 3w SCALE (V): 1"=2' w om=¢ 2530 2530 Know whars below. PPIROVE DATE: SHEET N0. o w Call before you dig. 1 2 0 W � co O r w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 W 0 2+00 3+00 4+00 5+00 q P >O Zp IN ADVANCE BEFORE N PROJECT N0. �� z O Ln w Of YOU DIG,GRADE,OR x g EXCAVATE FOR THE 291015009 a-L'o z UNDERGROUND a¢ Ld /w v)a MEMBER UTILITIES(TIES w =V) DWG. NAME XF-0 5009—UT.dw of 34 shts WATER CONSTRUCTION NOTES I 11 STA: 0+69.49 i i I I I I II I I 1 I _ OFF: 26.75'LT ❑ INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN I I PAVED AREAS PER CITY OF MERIDIAN STANDARDS. I , / 3 STA:1 0+75 BLOCK I 3 �0 2 INSTALL 3 4" SINGLE WATER SERVICE PER CITY OF I I / RIM: 2540.25 I INV OUT: 2535.13 14 15 16 17 18 19 20 N I ❑ MERIDIAN STD DWG W1 & W2. I I 3 o I- o o I- o o I— o I— 10 n o l— o o n I INSTALL 3 4" DOUBLE WATER SERVICE PER CITY OF 0 -1 0 -1 LOB 0 ' 0 -1 O - 0 _j O � 0 _j � - MERIDIAN STD DWG W1 & W3. " o c60 0 00 0 cd0 0 0 0 ai 0 0 0 � 0 LO Oo � �0 � � � � — 0 � V) (0 � � 00 CO OD \+ O + + m + + a; + + I + a; + + + 6 + INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD 0 X N N N N N N M N M ro N N — N DWG W8 & W9. L- Q LL- Q LL- Q LL- Q L� Q LL- Q L� Q L� Q L� Q L� H o Cn o H L.L H L.L I— LL- H L.L I— L.L H L.L H L.L- I-- L.L- H L.L H I L. H L� >, cn O V) o Cn o V) o Cn o V) o cn V) o cn o cn o cf) o 11 INSTALL 4WATER METER CONNECTION PER MERIDIAN 6 I 2 I ❑3 2 I ❑2 2 I 2 I 3❑ 2 I 2 I ❑3 2 I I STD DWG W4 WITH REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBPA). BACKFLOW DEVICE SHALL BE Oo I APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF / vi I ENVIRONMENTAL QUALITY AND THE CITY OF MERIDIAN cfl WATER DEPARTMENT. N — _ — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — N o ovoveov0 00 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO W ® in W LO ° MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. Luj cn LL] �p Q OD 2 cA 2 C� 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR U) 1+100 2+00 200' 1 3 0 O°, I 4+00 194' 1 �� +00 �6 I TO MAINTAIN 1.5' OF SEPARATION PER IDEQ LLU O 8 8 $ 8 S 8 S 0 8 S 8 S 8 S LwLI O ❑ I I STANDARDS. WHERE VERTICAL REALIGNMENT IS ® o NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 LLU ° — — - m — LLL] - I I DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR z 1 439 N BRODYAVE O z °pp I OF OUTSIDE OF CROSSING PIPE. 8„W 8„W „W 8„W 8„W 8„W „W 8»W 8' 8"WICA — — t `� OD / — — — — — — — — — — — — — — — — — — — — — / � \ MH 12 � � STA: 5+31.19 RIM: 2541.86 SEWER CONSTRUCTION NOTES INV IN: 2532.86 I I 2 I 17 T99� 3 I 2 4 1 2 2 I 2 1 3 I 2 I 2 3 I 2 INV IN: 2532.86 10 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER / o o 0 � 0 o o 0 � 0 I— o 0 � o 0I- 0 1— 0 INV OUT: 2532.76PER CITY OF MERIDIAN STANDARDS. Oo I O � O � O � O � O � O O o O O Oo6 0 0 0 � 0 0 0 � 0 � 0 r•-i 0 r6 0 rri 0 rri 0 r- LO 00 Nil) 000 r- LO 0Ln Nil) NO r- 0 N0 000 r- 0 N0 000 r- 0 �, + ai + co + ai + `� `� `� ` : `� I I INSTALL 4 SANITARY SEWER SERVICE C� 2.0 MIN. o ro ro N N N ro N M N ro ro ro ,o M ro ro - n ro I SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND a L� Q L� a � < LL- < L Q � a L� a L� Q L� a LL a L� Q li a L� DIVISION 500 OF THE CITY OF MEDIAIN no I no no no I V) o cno cno no no I no Ino I n0 I n0 no I n0 I SUPPLEMENTAL SPECIFICATIONS. oD 2 I 3 I 4 I 5 I MH 21 I 7 I I 8 I 9 I 10 I 3� INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION STA: 3+00 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL BLOCK 5 RIM: 2540.95 3 I SPECIFICATIONS. INV IN: 2533.78 I I © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE INV OUT: 2533.78 I FOR SEPARATION. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 2548 2548 2rJ 26 24 w V) 27 w() Kz O n 0 �~ 0 a ace 00� Of o �,0 N 22 23 22 0a 0 OON N� �0 2544 O Oo r) �0 0.. 2544 O �rrj + LoN NH z � N Z LO �ro N Z z o 28 29 �w oNr`fi + �N� EX. GRADE = ~ �zzz oY voc)"�i . N � NZZO @ SEWER � cnE- -- - - - - - - - - - - — — — — — — - - - - - - - - - - - - - - - - KEY MAP N.T.S. n z I� NOTE: o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO �� BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �w PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. wm 2540F PROP. GRADE 2540 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �_ © SEWER STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U� LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L oZ RAMP. o 3. REFER TO SHEET 03 OF THESE PLANS FOR J o i o HORIZONTAL CONTROL LINE AND CURVE DATA. C� m o o I.C) (� w m °0) Z 12" PVC ZQ O o_ STA: 1+15.13 z a 0 "�� io INV: 2536.85 O N o * GRAPHIC SCALE IN FEET i s r 0 10 20 40 �_ to -0 N 2536 C`' 2536 c� �Y a On xom N d �z z o,�w z LU 0 LL] BRODY SQUARE ~V)~ 225 LF OF = ir N I z< 8" PVC © 0.60% i _o '^ 000a0 vJ ir -1 w UTILITY PLAN & PROFILE V)C :30 231 LF OF 8 PVC @ 0.40% i wa W tZ =it a �LnL= Lu MERIDIAN ID s E xL"Q z , o i 2532 = 2532 • S EIL F- Ln�NH im a >> orn O / w� Q 2 0 x 00 Q o rz N © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m Q z§i U � a w /rn-,z 950 Bannock Street, Suite 1100 0 Ca 0 Ljm Boise, Idaho 83702 208 297-2885 v00, o X 00 DESIGNED DRAWN CHECKED m=o o�FSS�� N S�N�/,�� ITC ITC TR B N 0 0=0 8�' ° Q� O F� SCALE (H): 1"=20' o 3w SCALE (V): 1"=2' w om=¢ 2528valo , rsbelow. PPIROVE DATE: SHEET N0. o w Call before you dig. 1 2� o w �O~w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 W 0 1+00 2+00 3+00 4+00 5+00 q P >O Zp IN ADVANCE BEFORE N PROJECT N0. �� z C)Ln w 0 YOU DIG,GRADE,OR x g EXCAVATE FOR THE 291015009 x .. MARKING OF O_L'o z UNDERGROUND a¢ /w rn a MEMBER UTILITIES(TIES w _� DWG. NAME X E0 5009-UT.dw of 34 shtsa. WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. 3 I I I ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF 10 I 11 I 12 I 13 I " MERIDIAN STD DWG W1 & W2. I 00 3 I BLOCK 3 I I ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF VI J I J O J I N J Ln J rn J - J CD J 0 0 o N o a; o O a; o o; o I MERIDIAN STD DWG W1 & W3. 00 0 - 0 zV) 0 rnLo NLn � Ln 0Ln ro0 � Ln 3 + a; + r + ai + ai + � + a� m ± N m ± � � M N r7 N ro � � r7 r7 M r) 6 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD a � alp < a � QL� Qli DWG W1 1. MATCHLINE SEE SHEET 23 � V) o U) o o U o o o o o J ❑7 INSTALL 8" x 8" x 8" TEE. 10 I 10 2 1 3 2 I 2 1 3 2 I I rro o Q 1 20' 1 19' I I I I I O I I 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. BLOCK 2 STA: 0+82.35 2 / � O cn I 12 INSTALL 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER 4 OFF: 17.63 RT /X \ " O� 16 co m - MAIN EXTENSION PER CITY OF MERIDIAN STD DWG M H 05 \ cs, CO STA: 1+00 ® �O 1 21 o - - - - - - � - - - - - - - - - - - - - � W1 3. 7777 N: 4591.71 LwL] 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO RIM: 2541.27 3 �n � 7 E. 8895.39 INV IN: 2530.06 �5 _ _ MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. _ - I RIM: 2538.75 INV OUT: 2529.96 INVIN: 2538.38 8W 8W 8W 8W 8 8W _ U) 8 INV OUT: 2538.38 STA: 1+12.24 - W p 3 o W APGAR ST 252 _ LU OFF: 22.16'RT 1 42 • - m - I _ _ _ • \ 2+00 I 3+00 „ - - „ 4 (LLI CO S 8"S 8"S 8"S "S 8 S _ _ _ 8 S Z_ - �S I J N 1 CO 5 1 253' Co 2+ - - 2+ I U `0 00 3 00 - - Q , - - - - - - - - - - - - - - - - N - - - - - - - - - - - - o MH 07 STA: 4+33.14 \ RIM: 2541.31 28.30' INV IN: 2531.59 INV IN: 2531.59 SEWER CONSTRUCTION NOTES INV OUT: 2531.49 2 2 3 2 2 3 I 2 3 I 2 I 2 2 I 2 3 I I I I 0 INSTALL 8 PVC SDR35 SEWER LINE. 3 MIN COVER .2L ON � Ln c0 � rn � � H tnH � � Ln � LnH � � Ln � O N co 00 Ln C° N 00 00 a- 00 IY 00 � 00 0- 00 I PER CITY OF MERIDIAN STANDARDS. L_n c_o N M co Ln O co o 00 rn Ln 0o wLonLnI N+ + + + + + INSTALL 4 SANITARY SEWER SERVICE @ 2.0 MIN. 00 (.0co � SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND w L LL_ Li- LL o V) o n O U) o n o o� co 00 Q Q 0 00 a L L i DIVISION 500 OF THE CITY OF MEDIAIN z w z w w i�i N I SUPPLEMENTAL SPECIFICATIONS. I I 1 I 9 I 10 I 11 I 12 I 13 I � INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 6 7 N: 4590081 0$ N O 4585.81 MH 06 I - 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL E: 8994.46 7 7 E: 8996.51 STA: 1+42.20 BLOCK 2 SPECIFICATIONS. RIM: 2535.19 RIM: 2535.78 3 RIM: 2541.41 I I 70 SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD INV IN: 2534.83 INV IN: 2535.41 INV IN: 2530.33 I I DWG S1. I I INV OUT: 2534.83 INV OUT: 2535;41 INV OUT: 2530.23 I I AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON I SHEET 01. 25 26 O O 24 C5 ,N o � I o a��� rnN 27 Ln Ln z 2548 oNC4 N � n Lo10 ; N Ld + LnNNI-- ON O N No .. PROP. GRADE •• 0 Wo O �z _ < ~ zz / I © SEWER >> 22 23 22n o' Q � U) Fzz :2Cn / ra z / I 00 EX. GRADE 28 29 0- I _ _ _ - - @ SEWER - ~W 0Y I z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -C 2544 - - - - - - - - 2544 KEY MAP zm a w< * NOTE: N.T.S. 0 o0 w 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO �0 o BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �w PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z Ld 00 z 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U U) ro LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A le oZ * RAMP. o }� 3. REFER TO SHEET 03 OF THESE PLANS FOR o i HORIZONTAL CONTROL LINE AND CURVE DATA. moo2540 2540 m cIWn z 6a)Za o O0�z o,nz< z z N o GRAPHIC SCALE IN FEET 0 i sr rn 0 10 20 40 NORTH to O W J N U 0 I- W Y a L()O x0r LU o�m zLijz o V)za cn BRODY SQUARE -o LU 0 0 to Z 2536 W 2536 m -1 UTILITY PLAN & PROFILE w LU waUj �0=� O o= 291 LF OF 8" PVC C�? 0.40% _ a �"'~~ 42 LF OF J MERIDIAN, ID xwQ >> w O 8" PVC @ 0.40% U o i a� o EoL" / WNH aKiom ey >>> Horn 2 C 0 0 x0p Q Q F-za§ © 2020 KIMLEY-HORN AND ASSOCIATES, INC. a:O � W z 950 Bannock Street, Suite 1100 0 Ca o Ljm 2532 2532 Boise, Idaho 83702 208 297-2885 v00, o X 00 DESIGNED DRAWN CHECKED m=o o��SS�o E NS�N�/,�� ITC ITC TR B N 0 0�o 8�' o Q� O F� SCALE (H): 1"=20' o 003W SCALE (V): 1"=2' w om=¢ 2530 2530 Know whars below. PPIROVE DATE: SHEET N0. 0 0 i o W Call before you dig. CO 1 2 0 w �O~w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 W 0 1+00 2+00 3+00 4+00 q P >O Zp IN ADVANCE BEFORE N PROJECT N0. Q z O Ln W 0 YOU DIG,GRADE,OR v m x m EXCAVATE FOR THE 291015009 a-L'o z UNDERGROUND DWG. NAME a¢ /W rna MEMBER UTILITIES w =0 0: 500 -UT.dw tsx�0 WATER CONSTRUCTION NOTES Ell 1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. I I I 1 I o I— ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF I I o z 13 13 C6 MERIDIAN STD DWG W1 & W2. I wo � I i I I 1 I 0 z + 1� ` / — — ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF I +o o I co N I r _j r 1 — / / MERIDIAN STD DWG W1 & W3. I I I I I00 < � 0 / + 00 a a � = N O / ` 4 INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD I I I + �o + o � _ 1 � V ❑ MATCHLINE SEE SHEET 28 d L `� o MH 14 DWG W8 & w9. I Il_ zo � � �� STA: 0+75 I O 6 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD 0 cn (A 0 RIM: 2540.25 I ❑ 4 — — — — — — — z 7 INV OUT: 2535.13 DWG W1 1. MH 08 MH 09 w m 7 INSTALL 8" x 8" x 8" TEE. — — — — — I � i I _ — _ _ _ _ ❑ STA: 0+43.50 / STA: 2+80 3 BLOCK 2 I I BLOCK 3 3 RIM: 2541.86 / RIM: 2540.86 I INV OUT: 2532.10 14 I I STA: 1+85.17 9 I 1 \ 16OFF: 0.00' INV OUT: 2533.81 N ❑ MAIN EXTENSION PER CITY OF MERIDIAN STD DWG °° 12 INSTALL 2" BLOW—OFF ASSEMBLY FOR FUTURE WATER — — — — — — — — ` — — — — — — — — — — — — — o — — - o.e..e.a. 38 1 1 _ — W1 3. s �O 90a �qD54' _ vovvveve W 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO = MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 1+00 129' 1 2+00 111' 1 3+00 0 00 � I O I 8"S 8"S 8"S 0 8"S � 8" _ 0 � O I I I W O 18 MAINTAIN WATER N1.5IROF SEION PARAION CROSSING.PER IDEA STANDARDS. 11 6 N BRODYAVE o m � 1 195' 1 33' LLJ Z 8"W 8"W 8"W 8"W 8"W 8"W 8"W 80 89 J _ 8' I I 1 \12 _T L J MATCHLINE SEE SHEET 22 I SEWER CONSTRUCTION NOTES o 0 I 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER of 2 2 I T05 -0 3 I 7 T00 I 10 �_ 3 I 2 I \ / I N8 2 + I— 0 l— 0 l— 0 l— co o rn o � o � o � o � _\ /_ _00 "� o PER CITY OF MERIDIAN STANDARDS. QI� Coo C60 C60 �ri0 00 C60 u� oo — ciao�I C° `nrn 00 o `n `n o c° + o + �i � INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. cn0 + Ci + � + + Ci + C; � + o + + C; � + � I 0 � 0PO O I� o r7 ,o N � N ,o r� POSLOPE PER CITY OF MERIDIAN STD DWG SW3 AND I a Ii Q Ii Q Ii a Ii Q Q Q Ii Q Ii � L � � DIVISION 500 OF THE CITY OF MEDIAIN I n o n o l � o n o l Cn o � 0 I cn o n o l c~n ILL. I U) 0 Cn 0 I SUPPLEMENTAL SPECIFICATIONS. 1 I MH 07 I 3 I 4 I 5 I 6 1 I � INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION STA: 1 RIM: +69,1 1 3 I I 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL INV IN: 2531.59 BLOCK 4 INV IN: 2531.59 I SPECIFICATIONS. INV OUT: 2531.49 00 UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON 0 0 o SHEET 01. o � o In co ro o rn ro �LO rn rn� 2544 + M L' Lq 0 00 2544 25 26 � 0L rMMN OEM O o 0 �� � �L + �NN� O = Q �> � � NZZ� 000N � Cn �z + LOCY) 24 PROP. GRADE _ ~ z z z O N N O SEWER � cn �- -- _ � 27 �Z :2 n �z oL _ Ld 1 _ wo — — — — — — — — — — d(n 22 a — — — — — — — — — — — _ _ 23 22 2540 EX. GRADE — — — — — — — — 2540 ® SEWER z 28 29 UD � I r 0w OJ jE Y H W O- Ill Z 0� o KEY MAP w ry N.T.S. o L' o z NOTE: N 0-0 0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a� 0 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �w °' z PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm 2536 :2 2536 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �_ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U U) * LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L o� RAMP. o }� 3. REFER TO SHEET 03 OF THESE PLANS FOR o i HORIZONTAL CONTROL LINE AND CURVE DATA. moo m I w� z 6a,Za o 00�z z N xCD Z @ 2 0p% ZO a N o LF OF 8„ PVC GRAPHIC SCALE IN FEET 0 1 >r 111 0 10 20 40 = 0 2532 126 LF OF 8" PVC @ 0.40% ni 2532 O"'0 "gym o z z o zQ BRODY SQUARE O O a o -zo 10 UTILITY PLAN & PROFILE C: :3 - 1 wa W =rlj it a �LnLQ MERIDIAN, ID IL o i 2528 2528 S �Ln / "NH im• a >> orn O W= 2 0 X 00 Q Q z © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U I a z 950 Bannock Street, Suite 1100 0 Ca 0 om Boise, Idaho 83702 208 297-2885 v00, o X 00 DESIGNED DRAWN CHECKED m=o o��SS�o E NS�N�/,�� ITC ITC TR B N 0 0�0 8�' o Q� O F� SCALE (H): 1"=20' o 3w SCALE (V): 1"=2' w 0m=¢ 2524 2524 Know whars below. PPIROVE DATE: SHEET N0. o w Call before you dig. 1 2 0 W �O~w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 W 0 1+00 2+00 q P >O Zp IN ADVANCE BEFORE N PROJECT N0. �� z C)Ln w 0 YOU DIG,GRADE,OR x g EXCAVATE FOR THE 291015009 a-L'o z UNDERGROUND a¢ /w rn a MEMBER UTILITIES w =V) DWG. NAME X F-o 11 5009—UT. of 34 shts IRRIGATION CONSTRUCTION NOTES INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 6" TEE. INSTALL 4" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. INSTALL 6" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. II i i I I I i I - - - - I INSTALL 4" BEND(S). IIII I I I I INSTALL 6" BEND(S). III I I I I I I I I 11 INSTALL 3/4" PRESSURE IRRIGATION SERVICE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03005. III I I I o I I I I 12 INSTALL P.C.0 THRUST BLOCK PER SETTLER'S IIII I °� I - IRRIGATION DISTRICT DWG NO PIRR03006. I I i I IIII I � j I I U' I 13 INSTALL 6"X4" REDUCER. O - - - - I 14 INSTALL 4" WATER METER CONNECTION PER MERIDIAN MATCHLINE SEE SHEET 31 STD DWG W4 WITH REDUCED PRESSURE BACKFLOW I IIII I I ASSEMBLY (RPBPA). BACKFLOW DEVICE SHALL BE IIII 711, APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF 14 ENVIRONMENTAL QUALITY AND THE CITY OF MERIDIAN MATCHLINE SEE SHEET 31 I iI I 3.00 BLOCK 3 WATER DEPARTMENT. (SEE UTILITY PLANS) III I I I I I I 12 8 6 I MATCHLINE SEE SHEET 31 15 INSTALL AIRVENT PER SETTLER'S IRRIGATION DISTRICT II I I I I I I o DWG NO PIRR3003. IIII I I 20 11 I I I I 11 13 12 4 10OLF 6"PVC 16 INSTALL 2" BLOWOFF ASSEMBLY PER SETTLER'S I I IIII I 11 BLOCK 1 I 13.00' I I - - - - 6 8 12 4 12 IRRIGATION DISTRICT DWG NO PIRR03004. 4 12 13 12 7 5 I 1 8 1 �7 1/2 _ _- - - - 2 51 LF 6"PVC SEE PROFILE 17 BLOCK 3 �" I ON SHEET 33. INSTALL MAINLINE DRAIN PER SETTLER'S IRRIGATION PIRR - - __ l v � FF: 2541.00 107LF 4"PVC , SUMP: 2532.50 22 52LF 6"PVC I BLOCK 5 PROPERTY LINE DISTRICTI DWG NO PIRR03001. I i I I I I • „ - - PIRR 7;ZF / INV OUT: 2533.50 / - - SEE SHEET 34 FOR POND CONSTRUCTION. 22 48LF 4 PVC / 37LF 12"PVC I MH-8• 157 12 - / 1RIM: 2542.23 I E11 21 5 33 0LF CLEANING SCREEN i 4 12 I INV IN: 2537.45 19 INSTALL 4'X4' IRRIGATION BOX PER DETAIL ON SHEET MH 5 S/W B/C I RIM: 2534.58 21 5LF 6"PVC, S 2 > 20 INV IN: 2537.45 34. RIM: 2541.38 47' INV IN: 2533.50 `, INV IN: 2537.05 20 SEE PROFILE / „ - I INV O 25375 INV OUT: 2537.05 - - R/W ON SHEET 32. / /� '� �� 1\LF`6 PVC 14 I INV OUT: 2537.37 20 INSTALL PERCAST CONCRETE IRRIGATION MANHOLE ii , 8 LL_ PER ISPWC SD-611 OR APPROVED EQUAL. �� _ _ _ _ BOX-6 6 12 I l 18 I I \ 1 12 6 19 RIM: 2540.97 21 INSTALL CLEARWATER CW1000 30MESH WITH 12" W BOX-2 l I \ INV OUT: 2537.50 - - - - _ FLANGE. _ Q RIM: 2540.54OWN 1 g - I INV OUT: 2537.30 22 CONSTRUCT 60" DIAMETER WATERTIGHT WET WELL 2 U U I - - i/ 50LF 6"PVC WITH 6 FLOOR. • - ,- m DAPHNE ST •p _ _ _ , _ _ _ DAPHNE ST - - - i II \ - - I LV SEE PROFILE 12 6 m RIM: 2 42.01 SEE PROFILE I 2 I I ON SHEET 32. UTILITY OCROSSING. SEE WATER NOTES ON 2 & 3 ON INV IN: 2535.99 20 - - - ON SHEET 33. 1. SEE PROFILE -BOX-5 I i I 11 / INV OUT: 2535.99 I 6 11 \ ON SHEET 32. 0 - - 15 I p 1 g RIM: 2540.40 I it I I - - - - I 12 7 11 16 7 12 m ,l I 12 6 I INV OUT: 2537.57 MH-3 MH-7 RIM: 2541.90 11 P R PI R I RIM: 2542.23 5 11 20 INV IN: 2537.48 INV IN: 2536.50 20 2 F I i INV IN: 2537.55 INV OUT: 2536.50 IIII ' I 12 5 I 11 11 61LF 6"PVC INV OUT: 2537.55 31 i IIII I I 23LF 4"PVC I I I I I IIIII I 1 - _107LF 4"PVC_ - - - - - PIRR I BLOCK 3 I 7 12 I I i l IIIIi I PIRR...... ....... - , - 1 - - i IIII 4 12 13 47LF 4'PVC I 12 7 C12 5 1 5 12 13 12 4 IIIIi I� 3/ 1 1 I APN: IIIII I� 1 1 5 12 I 4 R0982000020 I I I I I 10 11 12 13 30 Of a � �_� i IIIII I 11 1 `n I 11 I SEE PROFILE IIIII I 4 I ON SHEET 33. �� i IIIII I SEE PROFILE w I , ON SHEET 32. - \� 3 T� o- , IIII zo I � IIII �' � �=�/ '� g .W � � g ��� � BLOCK 4 � KEY MAP - 1 - N.T.S. N U zm I IIIII I 25LF 6"PVC APGAR ST \ \ I w �� M m I a 5 NOTE: 0 Q i IIII \ o 1. ALL STATIONS, OFFSETS, NORTHINGS,�� - - - - - - - - - - - - - EASTINGSARETO a D V I i IIIII I \ I N BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE 0 LiI IIII 'n - UNLESS OTHERWISE SPECIFIED ON PLANS. z Ld V i IIIII 2 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA0 �= I Q i I I I I I I I I I U STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W �U J II i IIIIi I I I I I I I I I � 10.00 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L oz I m IIII 6 7 8 9 10 11 12 13 I� RAMP. o o J� IIIII I I I - - - - 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL za , IIIII °C MH-2 CONTROL LINE AND CURVE DATA. o� I i IIIII I RIM: 2542.98 14 °.E z i IIIII I 20 1N V IN: 2537.07 I I 0 INV OUT: 2537.07 BLOCK 2 5 33 5 z � IV)z I i IIII I I I i I I I 15 I S/W B/C S/W 10 o GRAPHIC SCALE IN FEETLd 11 17 11 47 oN 0 20 40 8 0 NORTH 6 to R I L - - - - - y-- Y - - 0 0 om i _ - PIRR - - - - PER - - - - PIR - - PI R _ , 100LF 6"PVC a _ _ _ PIRR _ _ I z z N�_ 8 12 12 8 6 2 12 8 I Box-3 BRODY SQUARE Of za i i o MH-1 PROPERTY LINE 47LF 6"PVC N 0 Qo I RIM: 2542.07 APN; 1 g RIM: 2541.43 I INV OUT: 2538.39 ;�az I 201NV OUT: 2537.16 SO427333500 I I IRRIGATION PLAN C�wo INV OUT: 2537.16 0 W o =N I BOX-1 a �oB= 19 RIM: 2542.31 MERIDIAN, ID o �a INV IN: 2537.17 o I o �Ln" Kiom/ " ey >>> Horn xw0 oo z a-0a a I I I © 2020 KIMLEY-HORN AND ASSOCIATES, INC. /rn�z 950 Bannock Street, Suite 1100 Ca o Ujm Boise, Idaho 83702 208 297-2885 N o X Z" DESIGNED DRAWN CHECKED m=o o�FSS�� N S ,�� ITC ITC TR B N 0 0�0 o Q� O F� SCALE (H): 1"=60' o n Q I,3w ��� T_ _ SCALE (V): N/A w om=¢ KrImm whars below. PPIRUVE DATE: SHEET NO. o Call before you dig. COJ 1��,/[ O O � w 1 UK2 10 13 2020 w /0)�w 0 >p zoo C NLADVANCE BEFORE S q P � N PROJECT NO. 30 0 C)�w' YOU DIG,GRADE OR z x�g EXCAVATE FOR THE 291015009 a-L,o z UNDERGROUND a¢ MEMBER UTILITIES(TIES w _V) DWG. NAME X F-o 5009-IR.dw of 34 shts IRRIGATION CONSTRUCTION NOTES INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 4" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. INSTALL 6" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. �7 INSTALL 4" BEND(S). INSTALL 6" BEND(S). 11 INSTALL 3/4" PRESSURE IRRIGATION SERVICE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03005. I I I 12 INSTALL P.C.0 THRUST BLOCK PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03006. INSTALL MAINLINE DRAIN PER SETTLER'S IRRIGATION o _ DISTRICTI DWG NO PIRR03001. C - i I 19 INSTALL 4'X4' IRRIGATION BOX PER DETAIL ON SHEET zl PROPERTY LINE 34. I I I 1 20 INSTALL PERCAST CONCRETE IRRIGATION MANHOLE PER ISPWC SD-611 OR APPROVED EQUAL. �I - — 8 12 - - — - - - - — I - - I — — — S89°17'41"E— — — — •1 11 P RR PIRR PIRR PIRR IRR PIRR I I 17 0 0 8 12 11 O 11 11 11 O 11 11 S89'17'41"E I I I I I I I I I r6 I 25.00' BLOCK 1 I I I I I Ir_ 3.00 I °C 3.00' �I I I I I I 1 11 I 10 1 9 1 8 I 7 1 6 1 5 1 4 1 3 1 2 1 1 L Ln Cn Cn — — 12 — / t47LF 6 12 25LF 6"PVC ;� C) � ;o c) 6"PVC 11 � m WAPOOT ST " S 002 EX. MH-1 RIM: 2540.02 13 INV IN: 2536.60 5.00' I 12 7 I y � I °0 17 11 I 10 I I UTILITY CROSSING. SEE WATER NOTES ON 2 & 3 ON 1 I 1 1 ly 3.00' 20 � I SHEET 01. MH-6 — - - 1 - - - - 111 I 22 1 RIM: 2541.42 - 20 INV IN: 2536.64 I 11 I 11 11 INV OUT: 2536.64 I W g �_I — � Iw � 2 1 1 1J1 i 1 19 � 3.00' 111 11 I � 31 a_ o l I 1 111 I I 15 5' 33' - - 1 11 I I 1 1 1 1 . 11 w i 1 II I I I I 1 1 1 S/W B/C S/W �`' , I III I - - - - 3 1 1 1 1 47' 8 WZ o (0 ; I II 1 �_ 1 1 1 11 I 18 R/W L,� I M ao i 1 11 1 1 1 1 1 I I 18LF 6"PVC 8 12 wo I a — — — — — — — — — a� I Z �— �� i 1 II I I 1 1 i i 11 I 4 12 8 BOX-4 7 1 11 I 4 I 1 1 g RIM: 2542.51 � I I I I I � I 1 1 I I I� 17 I INV OUT: 2539.99 o i 1 1 I 1 1 1 1 I� I MH-9 zo I i i ii i i I 11 I RIM: 2542.55 KEY MAP 20 INV IN: 2539.91 N.T.S. "~ I i 1 11 I I I 17 1 1 1 I - - - - � I 11 INV OUT: 2539.91zm Q o I I 1 11 11 a= 5 ~� + 5 5 1 1 1 11 I 6 U NOTE: �o 1 11 I a S/W B/C S/W 1 1 I 1 I W > APN: 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO w i 1 11 i I 47' I 1 I 1 I ' I I R0982010025 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE 1 1 I 16 Q 0 I UNLESS OTHERWISE SPECIFIED ON PLANS. z wm 1 1 II I I Iir SEE PROFILE R/W — — — — 0 1 1 1 1 O — — — _ � 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U)= SECTION LINE ; I 11 I I ON SHEET 32. I 1 1 I I I rn STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W �W 1 i I 11 1 1 I 18 11 1 1 1 1 °' LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y oZ I 1 11 I I I a 6 1 I 1 1 1 - - - - SEE PROFILE RAMP. rQ I II 1 I 1 11 I 5 ON SHEET 33. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL I oo I ; 1 11 I 1 — — — — I I 1 1 1 1 I2 I 10.00 CONTROL LINE AND CURVE DATA. 00 wW I 1 1 15 W 111 I I I 1 .�z 1 1 1 BLOCK 3 N 0)'nZ l 11111 I - - 0 o Uo I 1 11 1 3.00 19 11 GRAPHIC SCALE IN FEET o Ln mow J I 1 11 1 BLOCK 1 I I 1 MATCHLINE SEE SHEET 30 0 20 40 8o NORTH LO U)m7 I l 4 a o�oY I i 1 11 1 I BLOCK 3 1 I BLOCK 5 o II (5 3 0Z)F 1 0z 0 11 I 11 1 1 1 1 `� I z MATCHLINE SEE SHEET 30 1 1 I BRODY SQUARE T ' �� I I I MATCHLINE SEE SHEET 30 I �,z a � I I I I I 1 1 1 1 1 � ooao I ; 1 11 I 1 0Xaa ; 1 11 1 I I I I - - - - o I 1 11 I I ; ` ' _ _ _ I IRRIGATION PLAN 6��aV7i a—.=ae I I I 11 11 — — PIRR � a c:Ln II 1 — — PIRR — — /� , - -- - -� �� I I _ _ I MERIDIAN, ID N x z� I I I J NQ U' '� w I Icam, o22, 1 I Kiom ey ))) oxoo o o a-0~ I I i/ \ \ _ I © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m Q�z< I I � �O'�Z / I j I \ — — — — / \ \� \ I I 950 Bannock Street, Suite 1100 a O 0� i I / / LL — — — — Boise, Idaho 83702 208 297-7885 N o X DESIGNED DRAWN CHECKED W m�z �� ° Q�o��S�\O�NSFo�,��F� SCALE H 1"=40C TRB o ( ) Ln W, ��� OT SCALE (V): N/A W o m=:Lc KnGwwmfsbelow. PPROVE DATE: SHEET NO. W oCall beforeyou dig. 9Q W~w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 >O IN ADVANCE BEFORE PROJECT NO. � 31 I x�a EXCAVATE ORf YOU DIG, E THE N 291015009MARKING OF 0 a-L,oz UNDERGROUND DWG. NAME /w Ln a MEMBER UTILITIES w X�o 5009—IR.dw of 34 shtsa. GRAVITY IRRIGATION PROFILE 1 O O o r` o r`o O O � 00OM O O O nj�N O O � .. O O NNE 00� � NNz0 �� N CNN N OCp� — OOCN Z 0+ LO _ I » -L 2544 N " N — N �00 cn �ZZ �NH �> > mc~i) fz = � — M Nz0 LJJ � cn �zZ �» J g V) FINISHED GRADE @ SD >0 J CL. MAINTAIN MIN. 2' LIJ /\ COVER OVERTOP GIRR. m W LU - - --- --- --- - - - - - _ - - _ — — — — — — — — — — — — - - - - - - - - - U) 2540 LU _ _ _ _ _ _ _ _ —/ - - - - EX. GRADE @ SD CL. > U N 00 CQ 47 LF OF G 12" PVC @ 0.20% 285 LF OF 12" PVC @ 0.20% 253 LF OF 5 LF OF 12" PVC @ 0.20% 2536 12" PVC @ -0.20% � o N Lq 8" PVC SSWR `n 8" PVC WTR STA: 4+94.21 STA: 5+10.21 2534 INV: 2530.96 INV: 2534.68 GRAVITY IRRIGATION PROFILE 1 GRAVITY IRRIGATION PROFILE 2 O O o Ln 0 O r, 00or) 2544 o O ,ri �?r-Ln O �LN p O) N0M + UNH �,n FINISHED GRADE @ SD N N z rn omo N nN CL. MAINTAIN MIN. 2' I Q » LLLL c`r'•i N O N O COVER OVERTOP GIRR. :2 c j Fh Z Z LU + LO N E 2544 X Q .. J ('4 ''O �> mNQ'z (D FINISHED GRADE @ SD �i z � 1-- J a 0 � CL. MAINTAIN MIN. 2' � �>> O Fy U) z z LU COVER OVERTOP GIRR. LLI p 2540 —: —EX. - - - - - m - - - - - - - -� — — — — — — — — — — — — — — — — — — — �) POND HWE r7 _ LLJ /_ _ - \ . GRADE @ SD CL. W Z / \ r � ��II \ I 2540 248 LF OF 409 LF OF Z - J I POND HWE =2539.50 18" RCP @ 0.10% » J I / — — �I_ 18 PVC @ 0.10% U / Q = EX. GRADE @ SD CL. I/ UZ o� Q 2536 w w cd ¢¢ w0 8" PVC SSWR 0 8" PVC WTR STA: 1+43.21 �Z STA: 1+27.21 INV: 2530.14 52 LF OF. 2534 INV: 2534.78 PVC @1.91q 0w U J O Y z U w0 Z �� STA: 6+66.79 w zm INV: 2535.00 2534 w� NOTE: o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO D0 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE om GRAVITY IRRIGATION PROFILE 2 GRAVITY IRRIGATION PROFILE 3 UNLESS OTHERWISE SPECIFIED ON PLANS. z w 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = V)¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W FINISHED GRADE @ SD LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y RAMP. L 0Z O CL. MAINTAIN MIN. 2' o o rw o co 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL w Za o �� COVER OVERTOP GIRR. CONTROL LINE AND CURVE DATA. a ° 00 N M 2544 OLd o� �rS��Lq O O Z o iz¢ �N O O I z¢ c0 �N� O 00 0Lq ¢ �6'`)z FINISHED GRADE @ SD C° Nz0 N ``�� �� o CD o Ld o = =I Q >> r� No O N GRAPHIC SCALE IN FEET w LC) CL. MAINTAIN MIN. 2 - r` N N o N COVER OVERTOP GIRR. i + to Ln N 2544 M N N N m 2544 x�w � CnEZZ NoM O 0 � �� � 0 10 20 40 Omo} 2 � NZ �� ZZ0 a Q'o LJ zozz N a:�0 Cf) zz _�N� O O m w `� BRODY SQUARE X Q - - - -- - 01-- og¢o z - - - - - - - - - - - - -- - - 2540 mV) %�zo LLI � o - -- GRAVITY IRRIGATION PROFILES wN N r EX. GRADE @ SD CL. W x- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — l - a ��L= LU I�/ MERIDIAN, ID s cin�� a) x z D Z / ¢ >�w J 2540 2540 ■ o � 0 �~ U 409 LF OF °0 2 o oo Q 18" PVC @ 0.10% „ 44 LF im ey >> orn Z o o� 18 PVC @00.10% @ SD CLDE a� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. w /rn�z 950 Bannock Street, Suite 1100 O Ca o Ljm 2536 Boise, Idaho 83702 208 297-2885 N o X Z" LF DESIGNED DRAWN CHECKED 0 m=o oSS�o�NSF�ci'�� ITC ITC TR B N °'= 10 LF OF o Q� O F� SCALE (H): 1"=20' o 0 0 3� 12" PVC @ 0.90 ��� T-= SCALE (V): 1"=2' w wz xKU % m o 2534 2536 2536 KnowC isorebeyloIg. CO PPIROV2 E o DATE: SHEET N0. �0~w CALL 2 BUSINESS DAYS �9P� u 1 0 13 2020 >O LC)L5 IN ADVANCE BEFORE PROJECT NO. � f YOU DIG,GRAD ,OR C 32 I x�g EXCAVATE FORE ETHE N 291015009 0 z a-L'o z UNDERGROUND a¢ /w rn¢ MEMBER UTILITIES(TIES w =V) DWG. NAME X F-o 5009-IR.dw of 34 shts GRAVITY IRRIGATION PROFILE 4 0 0 00LnLq Ld Lq 0 00 Nr- r-Lc) 4 c rr r r O `� FINISHED GRADE @ SD M �0 ON �0 0 ON W o "pro CL. MAINTAIN MIN. 2' M ,�N NH + ,nN N NH J 2544 -� I- N z z o CID "z z z o COVER OVERTOP GIRR. _ < > >> = Q > > >> r70NO gNFEZZZ gN Z ZZZ E O i o � :�z EX. GRADE ® SD CL. m mcnFy_ — _ \ W - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - -z - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Z �bi W 11-1' FINISHED GRADE © SD � > � o o Z 2540 EX. GRADE ® SD CL. N C) CL. MAINTAIN MIN. 2' N J COVER OVERTOP GIRR. U 2 316 LF OF ~ 12" PVC © 0.78% Q 316 LF OF 12" PVC © 0.27% 38 LF OF 12" PVC ® 0.27% 2536 GRAVITY IRRIGATION PROFILE 4 GRAVITY IRRIGATION PROFILE 5 0 O 0 a, 0 0 o � �rn� oo m 0 0 0 r- 0N�N Dj O � L r0� � �� + ,V)NH 00 zM �n N� �� � � �"-0 O0jN NON � �LnLn �N r= 0 � .. + �� + LnNNNH v (nof ' N� ONE 00MNZZZ� X a ..0 2544 2544 X a = Q > > >> 2544 W o ~ Fhz mV) Fyz � cnFyzZZZ > EX. GRADE ® SD CL. m cn �_ r- - - I \ I W - - - - - / W — — — — — z w / EX. GRADE @ SD CL. (n r FINISHED GRADE @ SD o W CL. MAINTAIN MIN. 2' C" _ - - - - - - - - - - - - - - - - - - - - - - //— - - - - - - — — — — — — — — — — — — — — — — — — — Z_ COVER OVERTOP GIRR. J U 316 LF OF 2540 2540 2540 12" PVC @ 0.78% —POND HWE — — — — FINISHED GRADE C�? SD POND HWE = 2539.50 Q 10 LF OF CL. MAINTAIN MIN. 2' z w < 12 PVC © 0.80% COVER OVERTOP GIRR. o N0 18" 188 LF OF PVC @ 0.737. w 10 LF OF �Z 2536 2536 12" PVC © 0.50% 2536 oLd E� o Ln Ld0 8" PVC WTR Q STA: 1+53.50 �z INV: 2534.27 r a —z 50 2534 2534 �r �w OJ Y r U w0 Z U F N 0J Q QQ wJ NOTE: 00 < 0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE 0m UNLESS OTHERWISE SPECIFIED ON PLANS. z w 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = U)¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W �(n LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y OZ RAMP. o 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL 0 00 CONTROL LINE AND CURVE DATA. W U o0 m wn z O iz¢ O �HZ O I zQ z 6) 0 L10 GRAPHIC SCALE IN FEET o X s} 0 10 20 40 "iow� co wY a 0000rm o Ow 0 z z o�:2o z BRODY SQUARE I za I o N ooao %�zo GRAVITY IRRIGATION PROFILES in c�wF I wa W -L 0=a a �Ln'= MERIDIAN, ID j >>wz O '�ii� 8 0,223Kiom ey >>> Horn ��� -xoo v�a C 707C KIVI I Y ORN ANI) ASSOC n I: S, 1\C m /c :3`,0 :oonock S�rcc�, SLJl c 1'00 O N O a w z c O UM Boise, Iaaho 83702 208 297—i'H8H5 0 o X Z" DESIGNED DRAWN CHECKED w I m CL o 0 o�FSS;� N S�N�/I ITC ITC TR B 0 0�0 o Q� O F� SCALE (H): 1"=20' 0 O Ln 3w ��� ,-'NOT SCALE (V): 1"=2' W om=¢ w,owwbaesbelow. PPIR�VE DATE: SHEET NO. orCall beforeyou dig. 9Q w CALL 2 BUSINESS DAYS u 1 0 13 2020Ir >O IN ADVANCE BEFORE PROJECT NO. �I x M a EXCAVATE OR)f YOU DIG, ETHE N = 291015009 0 MARKING OF a-L,oz UNDBERGROUND DWG. NAME /w Ln a MEMER UTILITIES w X�o 5009—IR.dw 10f 34 shts TOP OF POND = VARIES TOP OF POND = VARIES 2540.5 MIN UN MOWN GRASS MAX. W.L. = 2539.5 UN—MOWN GRASS 2540.5 MIN WATERMAN PRF-15 HYDROSTATIC STAINLESS STEEL BAND PRESSURE RELIEF VALVE. TO SEAL BOOT TO VALVE. IRRIGATION BOX RIM ELEVATION SET AT POND HIGH WATER. / LINER BOOT „ 20 MIL. PVC POND LINER LINER 6 SOIL BACKFILL- \ \\ - - - - - - - /� - - - - - - WELD DISCHARGE PIPE. SEE PLAN/PROFILE FOR INVERT & LOCATION. — — — — — — — — — — — — — — p 4"x3.0' PERFORATED PVC PIPE \\ 6'x3' WIDE COBBLE APRON UNDER a 0 a \ DISCHARGE TO BOTTOM OF POND. 6'x3' WIDE COBBLE APRON UNDER DISCHARGE TO BOTTOM OF POND. O p00 a� 2.5'x4.0' SUMP 20 MIL. PVC LINER \ 4 20 MIL. PVC LINER p Q POROUS MEDIUM (GRAVEL) POND BOTTOM — WIDTH VARIES p a a pp a 6" SOIL BACKFILL OVER LINER HYDROSTATIC / 6" SOIL BACKFILL OVER LINER p PRESSURE RELEASE VALVE. BOTTOM OF POND/TOP OF COBBLE ELEV = 2532.5 L6"-12" RIVER COBBLE DETAIL 2 IRRIGATION POND HYDROSTATIC DETAIL 1 PRESSURE RELEASE VALVE IRRIGATION POND A ® ® A N 0o - - 24" - - CENTERLINE STATIONING STRUCTURE CONTROL POINT (CENTER OF BOX) 6" 48" 6" PLAN FOUR Y2"X4" ANCHOR EXPANDED METAL LID (59"X59") BOLTS WITH WASHERS V) W U a_ �Z SEE PLAN FOR PIPE `V INVERTS, SIZES, AND W0 Of N LOCATIONS.d� a V) 6" 48" 6" r a —z 30 SECTION A-A r 4'x4' IRRIGATION BOX DETAIL Y r Lj w0 Z OF W 0 Z J r p] Q aQ 0 W NOTE: o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO �� BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE om UNLESS OTHERWISE SPECIFIED ON PLANS. z w 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = V)¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U V) LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y oZ RAMP. o 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL 0 00 CONTROL LINE AND CURVE DATA. W U 00 m w n z 0 iza O �r0 0 I zQ 0 0 N� N 0 a: CD w O O xU Xffi r ,n W J to N V)M W Y d O O r m O Owz z a 0�0 z Q BRODY SQUARE N 0 0< %�zo POND & IRRIGATION DETAILS I wa W o =it a ���Q MERIDIAN, ID '>>>Wz ■ O aF u'�� ' im a >> orn W r Z 0 X N 00 Q Q za © 2020 KIMLEY—HORN AND ASSOCIATES, INC. a:U I W Z 950 Bannock Street, Suite 1100 O Ca 0 Ljm Boise, Idaho 83702 208 297-2885 0 o X 0Ln 0 DESIGNED DRAWN CHECKED 00=o O��SS��NEAN SFN���F ITC ITC TR B N 0 ao=Z ��� Q� O F� SCALE (H): 1"=40' o 3 W SCALE (V): N A w 0m=¢ Valow whars below. PPROVQE DATE: SHEET NO. o Call before you dig. J 1��,/[ O O r W 1 UK2 10 13 2020 W i0)rw 0 >OO zoo C NLADVANCE BEFORE S q P � N PROJECT NO. �/� o C)Ln w 0 YOU DIG,GRADE OR `•r z X g EXCAVATE FOR THEx :L3) MARKING OF 291015009 a-L'o z UNDERGROUND a¢ /w o a MEMBER UTILITIES w = DWG. NAME x�0 5009—IR.dw of 34 shtsa.