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CC - Construction Drawings S�pNAL EN SsotAAL t HILL ' S CENTURY FARM NORTH SUBDIVISION NO , 1 CE N S O Giy� 10821 16860 s� 4/22/20 o s 4/22/20 0 CONSTRUCTION PLANS �FG;TF OF ,°P�� Cl of a N p MCP N C. KEN MERIDIAN , IDAHO N Digitally signed by Kevin Digitally signed by McCarthy, P.E. 11-achlin C Kinsella, P.E. E.AMITY RD. Date:2020.04.22 11:08:34 Date: 2020.04.22 z ' -06,00 09:04:19 -06'00' MERIDIAN, 0 W o z IDAHO J = "' J W 0 W z LOCATION MAP Q E.TACONIC DR. vi #3 a W 29 28 EP — — — —— — S89'15'22"E 1' E. AMITY RD. —EP EP EP EP 32 33 681.97' — — — 28 cn #1 EP 10e 850.42' 1 128.23' 33 PROJECT zo 43 #2 VICINITY MAP w W Lu NO SCALE Q Y i N U O O O o � Q I BLOCK 1 � I O o z 0 40 80 160 240 O O O O Plan Scale 0 w J J Q W �I I Z INDEX OF DRAWINGS z SHEET O SHEET TITLE SHEET DESCRIPTION z C1 .0 GENERAL IMPROVEMENT PLANS COVER J m EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG C1 .1 GENERAL IMPROVEMENT PLANS NOTES AND ACRONYMS O z C1 .2 GENERAL IMPROVEMENT PLANS EXISTING CONDITIONS AND DEMOLITION PLAN Q WCC C2.0 ROADWAY IMPROVEMENT PLANS S. TAVISTOCK AVE. PLAN AND PROFILE ACCESS ROAD #1 PLAN AND PROFILE G m W W w " Cir— / L u W C2.1 ROADWAY IMPROVEMENT PLANS ACCESS ROAD #2 PLAN AND PROFILE O Z O > O m W C2.2 ROADWAY IMPROVEMENT PLANS E. AMITY RD. PLAN AND PROFILE z Q W U W C2.3 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN Cr E C2.4 ROADWAY IMPROVEMENT PLANS DETAILS u- CLi J W G C3.0 GRADING IMPROVEMENT PLANS W W C4.0 STORM IMPROVEMENT PLANS Z) z EG EG EG w W C4.1 STORM IMPROVEMENT PLANS DETAILS z EG EG EG W C5.0 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE U m , ^ C5.1 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE v , J C6.0 WATER IMPROVEMENT PLAN J C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS z C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS O C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT "A" PLAN AND PROFILE U a N L1 .0 LANDSCAPE PLAN m a 0 ACHD COMPLIANCE ci THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL z CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN U s THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: Z krn O YC�W]BAIDIAMw ENGINEERING IL z • NONE Pubk �aAMd 9233 WEST STATE STREET x 3 %*rb DepwbmE BOISE, IDAHO 83714 O o kdp &oombudw supp�umw$peoi�&Nw PHONE(208)639-6939 LEGAL DESCRIPTION BENCHMARK kmengllp.com Z A PORTION OF THE NORTHEAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 3 CONTACT INFORMATION POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION DESIGN BY: LCK NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2020. OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT 1 ® 691136.504 2464902.381 2686.908 ALUMINUM CAP ■` DRAWN BY: LCK/SRM 5BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP 2 QO 691094.036 2465252.361 2681.496 5/8" REBAR • CHECKED BY: LCKZ 2929 W. NAVIGATOR RD., STE. 400 9233 WEST STATE STREET o DATE: APRIL 2020 DIGLINE MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 3 QO 691149.682 2465821.831 2686.567 5/8" REBARCONTACT: ZACH MEYERS PHONE: (208) 639-6939 PROJECT: 19-173 ZTHE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE PHONE: (208) 378-4000 FAX: (208) 639-6930 4 ®0 689797.800 2464897.329 2685.458 3/4" REBAR CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT FAX: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. ■ SHEET NO.PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR EMAIL: zmeyers®brightoncorp.com KEVIN McCARTHY, P.E.ANY AND ALL DDAMAGES TO EXISTING UNDERGROUND UTILITIES. EMAIL: Ikinsella©kmengllp.com "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." Nil t C 1.O W kevin®kmengllp.com a CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S��NAL EH s c, STANDARD NOTES FOR REVISED 3/1/18 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING CENSFD <^ RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM AND THE ACHD EDITION OF E IDAHOASTANDARDS EFOR PUBLIC TO DISTRICT C CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS E - EASTING PC - POINT OF CURVATURE 16860 GENERAL CONSTRUCTION TANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL ELEV - ELEVATION PI - PRESSURE IRRIGATION DISTRICT. CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. - - 22 20 EP EDGE OF PAVEMENT PS PRESSURE SEWER ,�+ �� 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR �o Q 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.orq FLG - FLANGE R - STATION OFFSET RIGHT C� F OF CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. F - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), y c� AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN N C• K THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL PRIOR TO START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT Lu 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD a REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED 0 EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT LEGEND AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. GENERAL CONSTRUCTION NOTE NO. 1. .8 UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT NUMBERS) FOR DETAILS. BOUNDARY LINE TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE - - OFFSITE BOUNDARY LINE v� 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE z WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES NO "TOLERANCES" ALLOWED. - - SETBACKS O_ FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT cn DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE - ROAD CENTERLINE j LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER LOT LINE LINE WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM HILL'S CENTURY FARM NORTH NO. 1 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF RIGHT-OF-WAY LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT FINAL PLAT. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. O FOUND 1/2 INCH REBAR 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE NO-CHARGE RIGHT-OF-WAY PERMIT. Oo FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND � FOUND BRASS CAP 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR ACHD POLICY MANUAL. ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTE NO. 1. AT THE CONTRACTOR'S EXPENSE. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. CALCULATED POINT o DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, z BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A PROPOSED IMPROVEMENTS DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN TRAVEL LANE. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS S SEWER LINE THE REQUIREMENTS OF THE 404 PERMIT. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE CRITICAL FACTOR. W WATER LINE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE S� STORMDRAIN LINE ROUGH GRADING PLAN. Pi 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. TRAFFIC CONTROL NOTES PRESSURE IRRIGATION LINE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY SEWER MANHOLE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS FROM ALL BUILDINGS. 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL w AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING DEVICES" FOR STREETS AND HIGHWAYS. x WATER VALVE O 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE PUBLIC WORKS INSPECTOR CONSTRUCTION. 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ® WATER METER SEWER APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST ITEMS. z FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF FIRE HYDRANT 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA REQUEST OF THE AGENCY AND/OR THE ENGINEER. z 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. ) w w SINGLE WATER SERVICE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM GRADING NOTES 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM O V) DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER THE EDGE OF THE TRAVEL WAY. w w DOUBLE WATER SERVICE In z MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. NoDRAINAGE ARROWS > Q THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC CONSTRUCTION ACTIVITY WITH THE EPA. _ J DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). EWATERING, 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, D AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION OF THE ISPWC AS WELL CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED Q 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS FOR PUBLIC SAFETY. m SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. O v) 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA (� = z 2 RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ( ) HOURS PRIOR TO s s s SANITARY SEWER LINE LJ..I (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ANY CONSTRUCTION. Q 5 Z 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY w w WATER LINE _ C G 0 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF ANY CONSTRUCTION. ~ -PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER G G G GAS LINE ^ > U ROADWAY GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE O z Q SITE. IRRIGATION NOTES -OP-OP- OVERHEAD POWER LINE z Q Z 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD GRAVITY IRRIGATION LINE CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO -GI-GIQ Q SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). N 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF ®S SEWER MANHOLE W PIPE ZONE. STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS PLANS. WATER VALVE Q LuJ O PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® WATER METER Q z 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC BEING CONSTRUCTED. CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. , FIRE HYDRANT PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL z 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND ENGINEERING REPORT. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE POWER POLE THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION Lu QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DEMOLITION NOTES FROM DEQ PRIOR TO ANY DEWATERING. m POWER BOX z VI DRAINAGE 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE EP EP- EDGE OF PAVEMENT w 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER U 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. CONSTRUCTION. OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". EG EG EDGE OF GRAVEL FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. REMOVAL FROM THE SITE. CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND J a 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS J N 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC - m DURING DEMOLITION AND REMOVAL OPERATIONS. STANDARD DRAWINGS SD-301 AND SD-302. 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 2645 - EXISTING GRADE CONTOUR o MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. z 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE E OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF O 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR FINAL ACCEPTANCE. S REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING g ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC 9 SECTION 4 TEST PRESSURE SHALL BE 150 PSI. U REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING g CONSTRUCTION. 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45• PROVIDED THE PIPE 0 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. z PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER O APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. U N UTILITY NOTES 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO 3 CONSTRUCTION. Z 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE O Z IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN g REGION (334-2190). 9233 WEST STATE STREET BOISE,IDAHO 83714 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639-6939 SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com z COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: LCK ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC DRAWN BY: LCK/SRIM TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC CHECKED BY: LCKQ o TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: APRIL 2020 z OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM D GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION PROJECT: 19-173 OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH o THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, SHEET NO. o THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. J C1. 1 w M c-I Ol i 1 SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. s ENSFHGjti D Q 0 60 120 180 860 Plan Scale: 1" = 60' KEYNOTES ® s� 4122120 o Q 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND �C� qTF OF SOP l`NJ PAVEMENT PATCH PER ISPWC SD-303 AND ACHD y��N C. Y, 3 REQUIREMENTS. 2. RETAIN AND PROTECT WATER MAIN. CONNECT TO EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. 3 3. REMOVE SEWER CLEANOUT AND CONNECT TO EXISTING SEWER MAIN PER SEWER IMPROVEMENT PLANS. 4. REMOVE CONCRETE GRAVITY IRRIGATION DITCH. SEE —� DEMOLITION NOTE 6, SHEET C1.1 FOR ADDITIONAL INFORMATION. 5. RETAIN AND PROTECT GRAVITY IRRIGATION PIPE. Lu a o w w J EP � 1,19 6. REMOVE GRAVITY IRRIGATION PIPE. � T EP EPTE^ —EPw— EPJ - w w�--�,w EPw EPw W—�� w— w w �w w w w 7. REMOVE EXISTING GRAVEL ROAD. 2 E. AMITY RD. 1 EP EP �F�_ _ g, REMOVE EXISTING STRUCTURE. -`__ _ �_ tP- \ z ip EF�� ——E�= — E� —— EP —�P-s — 9. RETAIN AND PROTECT POWER POLE AND OVERHEAD 0 0 GTE G G G G T —G�_ �T T �'- T T=- T T T T --T -�_�E�`—�f� _� —— —— 5 =��_ — — LINE. GG T T � � GI GI GI OP OP OP 0 OP G G �— OPG �P OP OP G OP P (�— OP OP OP m�OP w X j 9 � OP P GI OP -� � `— / / 9 � .2 6 z P / I 9 \ ,/ I 4 2 LEGEND / L x X x x x- I \ 7 GI DITCH/PIPE REMOVAL Lu F � I x I N V� x x " N 0UA 7 CD "Co Lu I I -�6 Co > PROJECT BOUNDARY cv c' N Ix x I I I I / / 03 m I I PROJECT BOUNDARY o I x � �Ix � � \ I x x I \ \ \ I c II 3 x I \ \ \ \ 4 I \ �x x x xJ \ \ \ \ \ \ O N 7 � �'� —2688— _� I I z / / I PROJECT BOUNDARY z o FZ Co W � 2 LU Lu > z \ \ oz OQ N I I I I I zQ �cz � Qow Jo / I wu w (D Lu N / x �, a � / U Lu v, a / _ 00 10 � 1 II ¢ I CO / / / / / I i 36"GI— o / N g / I6q C z o = lob g F- ENGINEERINGLL rn 9233 WEST STATE STREET / I ( BOISE,IDAHO 83714 O ¢ y PHONE(208)639 6939 z r . I aII / \ 1 I�/ — I kmengllp.com Z w I m DESIGN BY: LCK DRAWN BY: LCK/SRM z CHECKED BY: LCK Q o DATE: APRIL 2020 z D PROJECT: 19-173 C— z 0 SHEET NO. Lu C s M 1. a � SHEET LEGEND F.SS\pN A L ENG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSF40 STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 4122120 0 GRADE BREAK OF K\N5 SEE SHEET C2.1 FOR CONTINUATION I I o CIVIL ACRONYMS °� I BLOCK 1 1 I I I I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS a w I SEE DETAIL SHEET C2.4 I 1 I FOLLOWS: W SEE DETAIL SHEET C2.4 87.64 CL/INT 00' N 00 U? I +37 50 6.50 027.52'L O 1 I I I 1 I STA. - ROADWAY STATION FROM CENTERLINE k"Gi 30 Gi +93.63, 0.00' Oo �'" o 85.06 POC GB 0 89.11 TOC 87.31 LIP r � 88.10 PC � H I 85.88 FL +72.22, 21.6'L I I I I I PC - POINT DWOF CURVATURE +37.76, 31.13'L +71.29, 25.26'L - 87.25 LIP 1 -+ CA I a +37.12, 19.12'L 1 d3 � o +09.1 1, 18.00'L r� 0 84.99 PC GB I I I I PT - POINT OF TANGENCY w Q 85.98 PC/GB / 88.37 FL 87.49 CL/PC 1 +23.62, 25.14'L o1 88•00 CL/PC w I B +58.08, 15.50'L I 1 I ELE. - ELEVATION a } +37.61, 21.56'L +68.04, 0.00' I 1 -+ p r.> +53.00, 15.50'L I I L - STATION OFFSET LEFT W I 88.48 PT/GB p` 87.46 GB I I 1 87.57 PT/GB W +09.1 1, 0.00' I 85.03 EP I I I 1 85.83 CL/GB I I R - STATION OFFSET RIGHT Q I +53.40, 18.00'L +47.69, 18.00'L 1 +46.01, 18.00'L ° ® ° 88.45 I +53.00, 0.00' +50.00, 15.50'L 1 I I I I TBC - TOP BACK OF CURB LLi 1 +51.08, 18.00'L d I 85.53 LIP 85.34 CL V1 I RIM - RIM OF STRUCTURE 88.39 CL/GB 87.36 CL/GB I I 3 SEE SHEET C2.2 FOR 4 0 1 I LIP - LIP OF GUTTER +52.60, 0.00' +47.69, 0.00 1 ° CONTINUATION I +58.00, 13.50'L +50.00, 0.00' 00.J I 1 I I I MA - MATCH EXISTING W 0 4 3 o �� b\ Qo ] I ��O n I I I SW - SIDEWALK 1 I O 0 I I 0� f o 1 I r I I I EP - EDGE OF PAVEMENT 1 I/ 4�9 2 N - -EP - - EP- - - - - EP - - - - - $� I L - I - - - - - - - 100 I odl° ° 13+00 FL - FLOW LINE �O o 1 ,% d �O 0 84% - r o 0 0� I TOC - TOP OF CONCRETE S.TAVISTOCK AVE. 88.35 CL 10 00 t•00% 1 5 0.50% f o o f 9 g HP - HIGH POINT W 2 O 1 1 1 r o "" N 1 1+00 - N - 0.50% 12+00 CR - CURB RETURN N a I 1 +00 0.70% 0 +51.08, 0.00' g 1 - -I I� - - - - - - z 10 00 1.08% 1 1+00 1.08% 0 6 % N POC - POINT ON CURVE 86.63 CL/GB I L - - - - - - - - - 1 ° INT - INTERSECTION 1.75% y N y ° ° _ _ 2.00 - PRC - POINT OF REVERSE CURVE d as.zL 2 5 - O - - o � � t- - - - - - N 89.1 t MA I 0 1 1 88.45 I 1 1 1 � w +1 1.46, 0.00' o o - +11.33, 0.00' I 2 0 p�° 7 Off% o +50.96, 18.00'R 86.47 CL/GB EP N EP E EP N EP EP P �u W N 0 �o I 3�9 I - - - - - - - - SHEET NOTES I 989 � 1 1 R ° �� +21.00, 0.00'I ,Q30 0 - - - - - - - - - - - - - - - - - I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD b� 1 88.10 PC m I g 4 85.53 LIP w 85.30 CL/GB 1 85.48 CL/INT NOTES. IR30, 3 0 ° 1 87.36 CL/GB +09.11, 18.00'R I I +58.00, 13.50'R 1 o w +58.08, 0.00'_ +93.58, 0.00'R W 00 +33.01, 0.00' V85.98 PC/GB o4 88.48 PT/GB 87.46 PC/GB II v w 84.99 EP/GB 85.17 EP B. SEE SHEET C2.3 FOR STREET LIGHT PLAN. 87.46 PT/GB �`' as I +53.00, 15.50'R J Q N +58.08, 15.50'R +93.58, 15.50'R -EP I +52.60, 18.00'R +47.69, 18.00'R 1 1 1 1 +33.01, 18.00'R I 85.79 FL 0 0 O C. SEE SHEET SHEET C2.4 FOR TYPICAL ROAD SECTIONS. d3 I 88.12 FL 87.29 LIP 87.23 LIP I +37.1 1, 19.13'R B -0a I 860. .28 TOC � �,o Q D. SEE SHEET C2.4 FOR ROADWAY DETAILS. +37.26, 21.31'R q +69.92, 25.14'R 1 1 I 1 1 +16.36, 20.67'R 88.72 TOC 1 1 1 87.55 CL/PT 9 I +37.50, 27.52'R o N E. SEE SHEET C3.0 FOR LOT GRADING. W I N +37.25, 29.89'R 1 I I I +05.94, 0.00' O 1 O 1 1 1 I 1 N F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SEE SHEET C2.2 FOR I a: Q TOLERANCES WILL BE ALLOWED. CONTINUATION I BLOCK 1 SEE SHEET C2.1 FOR c, CONTINUATION 1 I G. ALL STATION AND OFFSET LABELING SPOT ELEVATIONSS AAREREF R NCED TO THE TO EACH HE ROAD ALIGNMENT. H. SEE SHEETS C4.0 AND C4.1 FOR STORMWATER PLANS. KEYNOTES 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) PER ISPWC SD-303. r-I 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. O S. TAV I STO C K AVE . PLAN AND PROFILE ACCESS ROAD #1 PLAN AND PROFILE 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 z 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Plan/Profile Scale: 1" =30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" =3' STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES O PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE In J w (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) \ Q AND SHALL BE COLORED 'TRAFFIC YELLOW'. ! IL LL 5. INSTALL CURB TERMINUS PER ISPWC SD-707. m � 0 � O zoo = w z o = o � QQ - w z z Q 2700 2700 p z p r�_ CL z Q oc w � 0 � Qo oc Q 2697 2697 2697 2697 w O II > w o DC Q U I + + 11 o ~ UQ a 2694 0° 11 11 I1 M 2694 2694 0 0 2694 z O 00 o z- W pp „^^„N 0 C14 ~ + p w er + U + N (0 NO co N� H N w l If C w N II Y 00 w II Q(0 II Qao J N 2691 w o 11 w w > w 2691 2691 m Ljj N °° 11 00 N 2691Ld TJ CD W W W O Q uj JJ N Y ( O N Y 00 y o > � � cD z Q W CD J N U N C0W (DW > m N II m 11 z _1 11 759 INISHED GROUNDw Q w J Ld o > O 2688 -1 ° 2688 2688 " w Z W 0 w 2688 w 0. 0% -0.70% U g L2-J -2.00 EXISTING GROUND ° 009, FINISHED GRO ND ° 2685 2685 2685 - '50 0.50% - - .00q 2685 z - - - - - - O EXISTING GROUND U 3 z STORM DRAIN SYSTEM EXISTING GROUND CENTERLINE z 2682 2682 2682 FINISH GROUND CENTERLINE O 2682 0 g E N G I N E E R I N G LL 9233 WEST STATE STREET 0 0) 0) 0) 0 � 0) 0 `n BOISE,IDAHO 837 140 o o LO N O a j j j Sr Sr LO Lj 6 PHONE(208)639-6939 3: 00 00 00 0o (.0 00 � 00 00 kmengllp.com00 00 00 00 00 NEXISTING GRO ND CENTERLINE N (V N (V N (V CA CAN N z 00 LO 2679 FINISH GRO ND CENTERLINE 2679 DESIGN BY: LCK DRAWN BY: LCK/SRM g 0 o r Ln 0 0 00 0) 0) 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 CHECKED BY: LCK a M r7 � 00 r O 00 00 O O r 0 O 0 00 o0 0 o0 0 o0 m r r r (0 r m r r r " r r r r o0 00 o0 06 DATE: APRIL 2020 z 00 a0 00 00 00 00 00 00 00 00 00 00 00 0o 00 00 00 0o 00 00 � to NN N N NN N NN NN N N N N N NED NN PROJECT: 19-173 C SHEET NO. C 0 J M 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 C2.0 W a SHEET LEGEND 1 I 87.70 TOC I s \cE N sF N��y LLi �ELE. & DESCRIPTION FINISHED GRADE ELEVATION D BLOCK 1 +77.45, 31.121E Q SEE SHEET C2.0 FOR 1 1 I 87.26 FL Y STA., OFFSET SIDE 22.28+78.05, 6' u CONTINUATION 1.50% 4122860 FINISHED GRADE SLOPE 60 0 � 8 87.37 LIPL 0 87.64 CL/INT `� SEE SHEET C2.0 FOR 1 1 I 4 3 2 O CONTINUATION +75.76, 19.001E > +07.30, 0.00' �� qTF 6F 87.73 CL/GB 87.71 TOC Q GRADE BREAK y \N5 I +77.32, 0.00' N +34.46, 30.751E ^/ C. K I I I 85.06 POC/GB SEE DETAIL SHEET C2.4 87.71 PC 87.31 LIP 1 1 I +36.86, 21.361E +57.83, 15.501E a +31.30, 22.781E 1 1 1 84.93 PT B 87.57 CL 87.28 FL CIVIL ACRONYMS +51.00, 15.501E +57.83, 0.00 +34.46, 21.571E 84.87 EP/GB 86.23 EP/GB 86.63 EP 87.08 EP 87.61 EP/GB 87.25 LIP/GB a 87.29 LIP 87.76 CL/GB ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS v I I +61.00, 15.501E +62.27, 15.501E +50.00, 15.501E +50.00, 15.501E +66.01, 15.501E +52.83, 13.501E 1 c6 +80.88, 23.301E +38.95, 0.00' FOLLOWS: 1 1 85.18 CL/GB 86.54 CL/GB 86.94 CL 87.39 CL 87.92 CL/GB 87.52 CL/GB R30 1 87.72 PT STA. - ROADWAY STATION FROM CENTERLINE +61.00, 0.00' - - - - - - - - - - - +62.27, 0. - - - - - - - - - -00' +50.00, 0.00_ - - - - - - - - - - +50.00, 0.- - - - - - - - -00' - - - - - +66.01, 0. - - -00' +52- 0.00_ - 0 +53.83, 15.501E CL - ROADWAY CENTERLINE 1 1 87.64 PC - POINT OF CURVATURE 85.48 CL/INT �8q, +61.65, 15.501E PT - POINT OF TANGENCY 1u +15.50, 0.00'- - - �P- -EP- - -M� -EP- -Ep- -EP- - - Ep - - -Ep- - - - -M - - P- -EP - -� - rt P- - - fp - - -E� - - -V Ep - - � - rtp- - -Ep- _Ep__ - EP � - - A- - -0 ELE. - ELEVATION a o 0 0 40% 9 �� g 87.17 LIP L - STATION OFFSET LEFT �✓ 0.45% - - -0�45% 0.45% 0. '� ° 2 +66.65, 13.501E R - STATION OFFSET RIGHT 0. - 1- 0 1.35% o - �_+00- - 0 0�% �0y° g 0.40%- y v TBC - TOP BACK OF CURB 10 0n - - - - -~ - - 1100- - - - - - ~ - -~ - - 12+�0- - - - - - - - - - - - - - 1i+DD- - - - - - - - - - - - - - �4OA - - - - -� - - - - - - - \ - -1.16% I _ ° - 87.44 CL RIM - RIM OF STRUCTURE p�co+z2.00% r - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - S - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - o - - - - - - - LIP - LIP OF GUTTER r o 0 o +66.65, 0.00' MA _ MATCH I `I I o i o � 4p �� \��9 °1° 2 I SW - SIDEWALK XISTING -EP--- N - ER - �� - - P- - - - P -� - - - - - �� - - -E - - �P - - E� - - t - - �� - - - -� - - �� 0 87.17 LIP _ EP � API- - -F.R - �P- - - � - - - - - - - - - - - -cr - 87.25 LIP � FL - EDGE FLOW �NE PAVEMENT 1 1 1 1 +66.65, 13.50'R Lam - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 +35.98, 26.38'R 1 87.60 PT TOC - TOP OF CONCRETE 85.17 EP 84.87 EP/GB 86.23 EP/GB 86.63 EP 87.08 EP 7.61 EP/GB 87.25 LIP/GB 1 ° R� 6, +61.65, 15.50'R HP - HIGH POINT N +15.50, 15.50'R I 1 +61.00, 15.50'R +62.27, 15.50'R W z +50.00, 15.50'R +50.00, 15.50'R +66.01, 15.50'R +52.83, 13.50'R � 87.20 FL CR - CURB RETURN z I o W POC - POINT ON CURVE O = 87.71 +38.69, 24.98'R O_ U W INT - INTERSECTION I J Q w +57.83, 15.50'R a 87.69 TOC PRC - POINT OF REVERSE CURVE N o B 87.74 PC 2 So +40.36, 33.65'R w +64.77, 15.50'R 5O 1 o a SHEET NOTES 1 1 1 1 LO 0 O 87.38 LIP o A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 0 U) +78.70, 16.69'R NOTES. Li W 87.28 FL I I N� +81.01, 19.34'R B. SEE SHEET C2.3 FOR STREET LIGHT PLAN. 1 I 1 I O O7 Q gO O9 87.70 TOC 1 1 1 1 +82.14, 28.47'R C. SEE SHEET SHEET C2.4 FOR TYPICAL ROAD SECTIONS. 1 1 1 1 87.23 LIP D. SEE SHEET C2.4 FOR ROADWAY DETAILS. I +89.61, 25.33'R I 1 1 1 � E. SEE SHEET C3.0 FOR LOT GRADING. 1 1 1 1 F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 1 1 TOLERANCES WILL BE ALLOWED. I 1 1 1 1 G. ALL STATION AND OFFSET LABELING RELATED TO EACH I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. I 1 1 1 1 1 1 1 H. SEE SHEETS C4.0 AND C4.1 FOR STORMWATER PLANS. I I I I I KEYNOTES 1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES r-I SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 2. INSTALL CURB TERMINUS PER ISPWC SD-707. z z ACCESS ROAD #2 PLAN AND PROFILE ° z 0 30 60 90 0 3 6 9 > Q Lu J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Q ti 2 w o = o � Q 2700 2700 - > Q oz OCL zQ Qr_ r14 0 0 2697 2697 p� Q o N Lu 0 �n Q O O M M O 00 00 � Q + 04L0 + o + N + u') O CO + W o II U 2694 O + Q N II II II II II 2694 U O O N F- O +II II U i II QN II Q Q Q ( Y O tD Y Z00 Y0 rO � QQ00 Q 00 z 0 - 0 H 't cD N O N N (00 Lu N Lq m N Of N LO O m m Of II 900 II Y00 m II w W m U wN ow W ,� Q W Q L o 2691 9 0J o > � � to � > 2691 v L0 tD ul J CAW _ W W � J x Y 00 O N Y 00 W II C.� W 0 W J N QCD Q (D O� W N U N Q J m (n II m U' W 0 W II Ld WLd II ~ J > z W z 2688 Z w FINISHED GROUND - - 2688 - _ 0 0 0.45% 2 00% -0.67% - - - - EXISTING GROUND J 2685 - _ - - - - 2685 O un 0 z N OO Q EXISTING GROUND CENTERLINE tamU g 2682 FINISH GROUND CENTERLINE N 2682 z O 3 ILL C4 � � (0 00 � 0 � 000 Nan , � ao � N � �n � rn 00M cD ,,,) o No 0) cD r- 0ao 0 °) Ern E N G I N E E R I N G N 00 N 0 00 0) N r7 0 O 00 0) I� O O O O � O O O O O O ^ r- 00 r- r- r O O 00 00 00 ui 00 cti co 00 ao co co r r r` r 00 r r r m r ao r r ao r ao r` 00 r 9233 WEST STATE STREET 3 cD 00 00 00 cD 00 cD 00 cD 00 00 00 00 00 00 00 00 00 40 00 00 00 00 00 00 � o0 00 00 00 00 00 o0 00 00 00 00 00 o0 00 00 (0 00 o cD cD (D 00 cD co cD cD co cD (D co (Z cD BOISE,IDAHO 83714 O }a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N PHONE(208)639-6939 z o kmengllp.com I 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 DESIGN BY: LCK DRAWN BY: LCK/SRM z CHECKED BY: LCK Q 0 DATE: APRIL 2020 z D PROJECT: 19-173 C SHEET NO. C 0 Lu s M I� c-I Ol i 1 SHEET LEGEND F.Sc jkA AL f NG Z I �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o� \rENSF STA., OFFSET SIDE w z 6860 ~ � 1.50% FINISHED GRADE SLOPE Q s� 4/22/20 �o vi LL '9 9p P v w GRADE BREAK �y�N C F J Wv CIVIL ACRONYMS EP EP -EP EP_ Da 87.1 f MA 83.9t MA g E -+01.33, 11.46'R-EP EP EP�EPI ' O ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 83.3t MA +42.02, 12.17'R 84.5t MA 85.4t MA 87.0t MA 87.1 f MA FOLLOWS: +17.01, 11.19'R +28.18, 11.41'R 86.2f MA 86.5t MA 86.6f MA 10+00 +40.32, 15.00'R 11+00 14+00 +12.75, 11.42'R +88.32, 11.42'R 15+00 +99.32, 11.43'R +90.34, 11.45'R 16+00 +16.41, 11.49'R 17+00 E. AMITY RD. STA. - ROADWAY STATION FROM CENTERLINE 83.36 EP ~ 1 ~ 1 85.33 EP o 1 1 O CL - ROADWAY CENTERLINE +62.27, 17.00'R - +28.18, 17.00'R PC - POINT OF CURVATURE ---- ---- ---- - -- ---- - - - -- -- --- - ---- -- - - -- --- --- - - - - ---- - °- PT - POINT OF TANGENCY W �.5r� - 0.82% - - -- EP EP EP EP EP EP EP EP EP EP EP EP EP EP- EP EP E - EP 3 �p 3 �� EP ELE. - ELEVATION a O L - STATION OFFSET LEFT /EP w �� pp- E Lu R - STATION OFFSET RIGHT r - - w TBC - TOP BACK OF CURB 4 4 4 4 I I 0.45% 4 , (� RIM - RIM OF STRUCTURE ❑T 0.52% ° r)p0.88% 0 7% op- o P P oP oP LIP - LIP OF GUTTER 2 a 2 a a 2 a a 2 MA - MATCH EXISTING �oP °P 82.26 FL 82.61 FL 83.74 FL 84.33 FL 86.81 TBC PC IN 85.22 FL SW - SIDEWALK �P op 83.76 EP/GB / +72.56, 28.00'R w EP - EDGE OF PAVEMENT +10.01, 28.00'R +53.01, 28.00'R +81.95, 28.00'R +81.08, 28.00'R +99.32, 23.00'R +42.02, 17.00'R � FL - FLOW LINE 83.43 SW 83.79 SW 84.31 FG 84.38 EP 83.25 FL 86.07 EP/GB 84.36 FG 86.37 LIP i 87.03 EP/GB ' z TOC - TOP OF CONCRETE +40.39. 40.00'R +42.02, 40.00'R +17.01, 28.00'R +17.01, 17.00'R +24.95, 28.00'R +12.75, 17.00'R +87.08, 28.00'R +94.32, 21.00'R +16.41, 17.00'R HP - HIGH POINT 83.53 SW 84.40 SW 85.38 SW 87.05 SW J CR - CURB RETURN N +62.30, 40.00'R 86.09 SW 86.42 EP I , POC - POINT ON CURVE 81.44 FL +17.01, 40.00'R +28.18, 40.00'R m +16.41, 40.00'R +91.39, 28.00'R 85.31 FG +12.75, 40.00'R +88.32, 17.00'R 86.96 EP = INT - INTERSECTION cn - +31.95, 28.00'R 01 +01.32, 17.00'R PRC POINT OF REVERSE CURVE O ! 1 Lu Lu 84.90 FG •/ w � SHEET NOTES o +02. c O5 I I +02.56, 28.00'R SEE SHEET C2.0 FOR 86.85 LIP Q A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD BLOCK 1 CONTINUATION '� I +95.32, 21.00'R NOTES. 87.24 TBC/PT �m +90.32, 23.00'R B. SEE SHEET C2.3 FOR STREET LIGHT PLAN. C. SEE SHEET SHEET C2.4 FOR TYPICAL ROAD SECTIONS. D. SEE SHEET C2.4 FOR ROADWAY DETAILS. E. SEE SHEET C3.0 FOR LOT GRADING. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO z TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH E . AMITY R D. PLAN AND PROFILE SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. SEE SHEETS C4.0 AND C4.1 FOR STORMWATER PLANS. 0 30 60 90 Plan Scale: 1" = 30' KEYNOTES 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) PER ISPWC SD-303. r-I 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O 3. INSTALL 5' CURB TERMINUS PER ISPWC SD-701. z n 4. INSTALL BORROW DITCH PER ACHD STANDARD DETAIL 5, r V W SHEET C2.4. z m 89.5f MA z +96.80, 13.57'R EP' � � 89.1 t MA w I � > O ' - Lu EP A EP EP EP EP EP-+75.36, 11.41'R _EP a EP EP EP �P 87.7t MA 88.2f MA 88.7t M 89.1 t MA � J , 89.1 t MA +86.35, 1 1.39'R 89.5t MA Q c� +50.74, 1 1.57'R 18+00 +46.79, 1 1.16'R 19+00 +35.88, 1 1.62'R 20+00 +21.71, 1 1.47'R 21+00 +82.35, 1 1.26'R O z 0 Lu 1 1 - -- o E. AMITYRD. - --- -- -- -- -- T� 5 V"� � - - - - - - -- - - -- -- -- - - -- -- �- -- - -- - -- �° --- - - - -- - - -- - ---- o 2 0.457 0.61% 0.42% 3 EP 3 Z P EP EP EP EP EP EP EP EP EP-EP EP EP EP FQ EP W Q ig DC w 45% 4 0.42% 4 89.30 LIP z O Q J Z a 2 a a 2 op- op- +87.37, 21.00'R- Z QCL 87.63 EP 86.46 FL „89.69 TBC/PT 0 J 85.94 FL 88.05 EP/GB 88.58 EP/GB i z^ci i z"ci i z"ci i z" i ' i z'ci +82.37, 23.00'R G +50.74, 17.00'R +46.79, 17.00'R +23.79, 28.00'R +35.88, 17.00'R 88.95 EP/GB 89.34 TBC/PC _ +39.79, 28.00'R 1 +21.71, 17.00'R +86.36, 23.00'R W SW 88.08 SW 88.61 SW R +50.74, 40.00'R 87.99 FG 88.98 SW 88.91 LIP U +46.79, 40.00'R +35.88, 40.00'R 5 Q +46.79, 28.00'R +21.71, 40.00'R +81.36, �21.1 > G Q O O 86.93 FL +62.62, 28.00'R 89.006EP17.00'R Y Q LLI Q O 86.93 FG u C BLOCK 1 +68.62, 28.00'R 0 Q c 89.02 SW ~ O +68.62, 40.00'R Q z ~ I SEE SHEET C2.0 FOR L u CONTINUATION u J J SECTION LINE a N CL ROW N 37.0' 5.0' ACHD SIDEWALK 17' o - EASEMENT 3 I PROPOSED ROAD WIDENING 2•0' 1.0' FLAT ASPHALT 3' 14.0' LANDING N HIGH POINT WIDTH VARIES SHOULDER GRAVEL a PER PLAN (WIDTH VARIES SHOULDER 1.0' FLAT BORROW DITCH PER LANDING g f27 2%_ PER PLAN) DETAIL, SHEET C2.4 Imi ENGINEERING 9233 WEST STATE STREET _ 3:1 MAX. SLOPE BOISE,IDAHO 83714 Q INCH (1/2") MIX, PG-64-28) �\_\\ \\- \\ \\ \\ \\ \\ \\ \\ \ \\ \\ TO EXISTING TYP. PHONE(208)639-6939 7 /� \� \/\/\ kmengllp.com 0 4" OF %"-MINUS CRUSHED AGGREGATE BASE / / / 7" OF 3�4" MINUS CRUSHED / / / / AGGREGATE LEVELING COURSE / / EXISTING �� \\ \� �� \\ \ GRADE SIDEWALK PER ACHD DESIGN BY: LCK 24" OF 6-INCH MINUS PIT-RUN SUBBASE \/\/\/\/ �� / /�� z SUPPLEMENTAL STANDARD DRAWN BY: LCK/SRM 5 �� / / /��\//\//\//\//\//\ \ D RAW I N G S D-709. CHECKED BY: LCK \�i✓_\\�1\\/�\ DATE: APRIL 2020 /� L��/�- PROJECT: 19-173 z 0 E. AMITY RD. SECTION '\\ SHEET NO. g SCALE: NTS . ti a CITY OF MERIDIAN STREET LIGHT NOTES LEGEND SHEET NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �Sg\ONA ENc/ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH CURRENT VERSION OF CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION p�C \CENSF40 'y THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL O--o EXISTING STREET LIGHT AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY Q0 ELECTRIC CODE. CONFLICTS EXIST. 2. A STREET LIGHT ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE )& INSTALL RESIDENTIAL STREET LIGHT, POLE, B. THE MAXIMUM SPACING FOR TYPE II FIXTURES ALONG 4122120�' ONLINE CITIZEN PORTAL AT https://citizenporta1.meridiancity.org/CitizenAccess/ TO OPEN A LUMINAIR, AND CONDUIT PER CITY OF LOCAL ROADS (33 FT OR LESS) IS 220'. Jq . Q PERMIT AND REQUEST INSPECTIONS. TF \OP u CALDWELL STANDARD DRAWINGS SL-1133, C. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE ,S, OF �lK, 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, SL-1 135, AND SL-1 136. CITY OF MERIDIAN. ��/�/ C. \(\\J BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. INSTALL COLLECTOR STREET LIGHT, POLE, D. SERVICE — ALL STREET LIGHTS SHALL HAVE UNDERGROUN 4. STREET LIGHT BASES SHALL BE LOCATED 10; MIN. FROM TREES. 5' MIN. FROM FIRE HYDRANTS ELECTRICAL SERVICES PROVIDED. SERVICE VOLTAGE SHALL AND 2' MIN. FROM WATER METERS. LUMINAIR, AND CONDUIT PER CITY OF BE 120 OR 240 VOLTS ONLY. CONTRACTOR SHALL CALDWELL STANDARD DRAWINGS SL-1133, DETERMINE CONDUIT SLEEVE LOCATIONS, SIZES, AND 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT SL-1 135, AND SL-1 136. STREET LIGHT SHALL AMOUNT REQUIRED AT ALL UTILITY AND PAVEMENT DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD BE METERED WITH IDP APPROVED METER. CROSSINGS. COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. E. METERING — CONTRACTOR SHALL COORDINATE METER 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. REGARDING UTILITY CONFLICTS, OR ACCESS LOCKED METER PEDESTALS. WHERE A METERED SYSTEM IS REQUIRED, NEW w DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. a 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS a WHEN THE ADJACENT PROPERTY IS DEVELOPED. z J J W Z (n PI PI z O PI PI I PI < > � IR S IR N w IRR IRR IRR IRR IRR CSD SD au SD wFp SD Uf�n SD W W w w W —cP� w w �V Ep w EP w EP w EP w EP w EP w� 12"w 12" SD - - - - - - - - - - - - - - - - - - - - r—EP EP EP - — — — — — — — — — — — — — — — - - - - - - - - - - - - - E EP EP EP EP E. AMITY RD. 4 �Q EG EG EG EG EG EG EG EGG EGG EG EG EG EG EG EG EGG EG EG Ep �p G EG EG : O -GII pp N z 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI OP� 4; P OP ri 4'PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 12"GI 12"GI 12"GI 4, GI— I 4"PI 4-PI 4"PI I w a' u I I o I I O BLOCK 1 z IL - - - - _ _ _ _ _ _ _ z _ o F J $ — -EP EP� =-Ep EP---E—------EP EP--�---E� fP---EP— — — Ep — _ { — — — — N — —$ - - �' - - �' — $'"— — - - - — e — _� `� a L J LtjV� I— EP-----EP --�-EP R R €R P J=R- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " m Luz Lu x I J l i I 0 0 or- O oz o (D zQ Q � w w �C w I I o LL Q I � I � DC 6 PI 6 PI 6 PI 6 PI 6"PI 6"PI 6"PI 6 PI 6 PI 6 PI 6'PI 6 PI 6 PI 6 PI 6 1 6 PI 6 PI 6'PI 6"PI 6'PI 6'PI 6"PI 6-PI 6 PI 6 PI 6 PI 6 PI PI 6-PI F D D Q W O jl l U LJ� M m a I I I I m = z o0 I I I I z N I l l j N J I — — — — — — — — — — —EG--'--- — — — — — — — _— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z - EG EG EG EG EG EG E EG EG EG EG EG EG L — B,.S—EG—EG—EGg s S 8 EG 8„EG s EG S EG S 8. $„S 8„S 8„S 8„ s 8„S 8„S "S 8"S s , - - - - - - - - - - - - - EG - - EG - - E - - -EG — EG _ EG— - - - - - - - — EG _I o - — — — — — — — — — — — — — — o N z m O N a V 3 Y m O ILL Q I E N G I N E E R I N G 9233 WEST STATE STREET o BOISE,IDAHO 83714 O PHONE(208)639-6939 z kmengllp.com I m DESIGN BY: LCK DRAWN BY: LCK/SRM CHECKED BY: LCK Q 0 0 50 100 150 DATE: APRIL 2020 z PROJECT: 19-173 o Plan Scale: 1 = 50 0 SHEET NO. Lu M I� c-I Ol i 1 SS�pN A L ENG NATIVE MATERIAL OR MIN 2' 40 5" THICK CONCRETE 19" 1 GJ1 NOTES: WIDE ASTM C-33 FILTER SAND t 0.25% �� 3' THIS TYPE OF RAMP TO BE USED FOR ALL CORNERS EXCEPT WHERE LOCAL STREETS MEET. WINDOWS AT LOW POINTS. 860 6" STANDARD CURB 1.75% 3. O LENGTH DEPENDENT ON AND GUTTER 1 F7� CURB ON THE RADIUS TO BE 6" STANDARD CURB FOR SHOWN DIMENSIONS. INFILTRATION REQUIREMENTS Y ) J� 4122120 O A UIR T P © ALL RAMP SURFACES TO BE 12 TO 1 SLOPE TO CONFORM TO ADA REQUIREMENTS. EDGE OF TRAVEL WAY PLACE CONCRETE & CRUSHED BASE ° ° ° >° OF PER SD-709 REQUIREMENTS OD THIS TYPE OF CORNER TO HAVE TWO RAMPS CENTERED IN RADIUS WITH 6' BETWEEN RAMP WING TIPS. �� a5 (WHEN APPLICABLE) 4" OF 3/4" MINUS CRUSHED BASE z GRAVEL �N MATERIAL AS PER SECTION-800 OE CORNER RADIUS IS 30' AS A MINIMUM WHEN ADJOINING ANY COLLECTOR OR ARTERIAL STREET. THE ENGINEER MAY SHOULDER C � . 2'-0" REQUIRE LARGER RADIUS SIZES WHERE LARGER VEHICLE TURNING IS EXPECTED. •�/--�o 0 o N OF PROPERTY TRIANGLE SIZE TO BE EQUAL TO THE RADIUS SIZE AS A MINIMUM. THE ENGINEER MAY REQUIRE LARGER 6" -6" o EXTEND SUBGRADE & BASE TRIANGLES TO ACCOMMODATE VARIOUS TRAFFIC EQUIPMENT AND UTILITIES. R1/2" R1/2" 6" BEYOND CURB © THE RAMP THROAT WIDTH TO BE 4 FEET MEASURED PERPENDICULAR TO THE 7 FOOT THROAT SIDE. THE RAMP w R1" THROAT DEPTH TO BE 7 FEET MEASURED FROM THE FACE OF THE CURB TO THE BACK OF THE APPROACH. THE 7 Q 0 FOOT SIDE OF THE RAMP THROAT TO BE PARALLEL WITH THE EXPECTED PATH OF THE PEDESTRIAN AND NOT 5" THICK CONCRETE 12 col PERPENDICULAR TO THE CURB. FOR EXAMPLE: PARALLEL WITH THE CROSS WALK STRIPES OR STOP BAR. 7BACKSLOPE,l3" ROLLED CURB 1.75% f 0.25% THE RAMP WINGS TO BE 6 FEET MEASURED AT THE CURB FACE FOR 6" STANDARD CURB. 1" BATTER — AND GUTTER M R3 1/2" n - 3 1 Fkt OI ALL RAMPS TO HAVE A 4 FOOT WIDE CONTINUOUS PATH BEHIND THEM FOR PEDESTRIANS. n f 1/2 _ O ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND -HE RAMPS TO BE 5 INCHES THICK WITH 4 INCHES OF A PLAN 3/4 INCH AGGREGATE BASE. 4" OF 3/4" MINUS CRUSHED BASE 3' GRAVEL OR MATERIAL AS PER SECTION-800 PAVED SHOULDER WIDTH, SEE NOTE 5 _ 4 N D EXTEND SUBGRADE & BASE SEE NOTE 4 6" BEYOND CURB EDGE OF DEPTH, VEGETATION 7' TRAVEL WAY SEE NOTE 5 SEE NOTE 2 N Z D 6 D 6" STANDARD CURB _2% 7 MP O VARIES 72" 12 c 4• SLOP OPE X D p p D D 5'-IES 5" THICK CONCRETE 3.� GV 1 :1 LOP E S '4 1.75% t 0 25% v Lu H P 6" STANDARD CURB — p. AND GUTTER 3:1 F74 6 4 NATIVE SOIL SURFACE REPAIR SECTION A-A 4" Z) GRAVEL THIS 6„ 4" AGGREGATE BASE D (4' MIN) 4" OF 3/4" MINUS CRUSHED BASE Q THICK o SIDE ONLY MATERIAL AS PER SECTION-800 P < NATIVE MATERIAL GRASS ALLOWED ON BACKSLOPE ONLY 5" OR 3' DEPTH OF ASTM C-33 EXTEND SUBGRADE & BASE THICK FILTER SAND WINDOWS 3, 6" BEYOND CURB i� PROPERTY TRIANGLE VARIES 12" 5" THICK CONCRETE 12 GV� PER NOTE F. sr, 2' MIN 3" ROLLED CURB 5'-10' 1.75% ± 0.25% _<31 AND GUTTER X O NOTES: MIN 3' SEPARATION DITCH 0GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND \ I THE PUBLIC AGENCY HAVING JURISDICTION. A. INVERT TO GROUNDWATER/ ° ° SURFACE REPAIR 4" OF 3/4" MINUS CRUSHED BASE Q �� BEDROCK REQUIRED (4' MIN) MATERIAL AS PER SECTION-800 q O BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS \° 6' SECTION A-A MAX GROUNDWATER SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. �l�n�g 4' MIN. ��• N.T.S. ELEVATION © SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER o EXTEND SUBGRADE & BASE 6 PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. 6" BEYOND CURB Op CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING NOTES: x Y (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING). CA LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. RAMP DETAIL �F �r NOTES: s" STANDARD CURB 1. BORROW DITCHES SHALL BE DESIGNED TO CONVEY RUNOFF TO A DISCHARGE POINT OR INFILTRATE OE MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. © BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. ON RADIUS. STORMWATER. SIZE FOR 100—YEAR DESIGN STORM. OF BACKFILL AS PER SECTION-706. SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% f 0.25% UNLESS OTHERWISE SPECIFIED BY THE OWNER C 6" STANDARD CURB 2. DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 SAND WINDOWS IN INVERT. BACKSLOPE OF C . SKEW RAMP PER NOTE G. BORROW DITCH MAY HAVE GRASS. © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. OD SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. 3. IF SAND WINDOWS ARE USED IN LIEU OF CONTINUOLS SAND TRENCH, PROVIDE DRAINAGE CALCULATIONS Q OH STANDARD CURB TO BE USED ON: E 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO TO SHOW INFILTRATION OF 90% VOLUME IN 48—HOURS IS MET. z 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED. O TYPICAL CORNER 4. 4:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS >_45 MPH; 3:1 MAX SLOPE OF GRAVEL SHOULDER FOR PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. ROADS <45 MPH 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLL CURB. 5. BORROW DITCH WIDTH AND DEPTH VARIES BASED N SIZING REQUIREMENTS z DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5 MINIMUM CONCRETE OVER 4 3. TO MATCH EXISTING CURBS. OF " " OF 3/4" 3O RR N E B O I EQ RADIUS MINIMUM O 4. SEE SD-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. MINUS CRUSHED BASE. 6. CURBING MAY BE REQUIRED 7. USE INTENDED FOR UNDEVELOPED, RURAL ARTERIALS 2017 ACHD REVISION 2017 ACHD REVISION 2015 2017 BORROW DITCH STANDARD DRAWING Q IDAHO STANDARDS " I IDAHO STANDARDS IDAHO STANDARDS EDESTRIAN RAMP TYPE A,� STANDARD DRAWING ACHD STORMWATER DESIGN > J FOR PUBLIC WORKS 6 VERTICAL NT DRAWING NO. FOR PUBLIC WORKS CONCRETE STANDARD DRAWING FOR PUBLIC WORKS NO. SD-712A GUIDELINES DETAIL_ 05 CONSTRUCTION CURB AND GUTTER SD- 701 CONSTRUCTION NO. CONSTRUCTION FOR NEW DEVELOPMENT (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) SIDEWALK SD- 709 co 0 z = W Lu = Q � J Oz OQ zQ or o 63' RIGHT—OF—WAY S 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 18' TBC-TBC 18' TBC-TBC 8' PLANTER 5' SIDEWALK < W C SLOPE TO c EXISTING 1' LANDING, \\�jj\ /\/\\/\\/\\/\\j\\j\ Lu \j\\j\\j\\j\\j\\j\\j \ \�\\/\\/\\/\\/\/\\j\\jj\ \�j��/� / U 6" VERTICAL CURB 3.25" OF ASPHALT PAVEMENT AND GUTTER. J 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE J 17" OF 6" MINUS PIT-RUN SUBBASE 0 m A-A: TYPICAL RESIDENTIAL STREET SECTION (S. TAVISTOCK AVE. ) z SCALE: NTS 0 z Z w D 0 z 31' RIGHT-OF-WAY DRAWING STATUS: O 15.5' TBC-TBC 15.5' TBC-TBC FOR AGENCY REVIEW U o 0 0 3 6' WIDE SWALE, \ \\ //\\ O Y 1' DEEP (TYP.) �\ /i� U 2.5" ASPHALT PAVEMENT PER ISPWC, or- 1' LANDING, g Typ SECTION 810 CLASS III PLANT MIX ' O COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE ENGINEERS.SURVEYORS.PLANNERS LL 12" OF 6" MINUS PIT-RUN SUBBASE 9233 WEST STATE STREET o BOISE,IDAHO 83714 O << PHONE(208)639-6939 z < FAX(208)639-6930 B-B : TYPICAL ACCESS ROAD SECTION DESIGN BY: LCK z SCALE: NTS DRAWN BY: LCK/SRIV CHECKED BY: LCK Q o DATE: APRIL 2020 z D PROJECT: 19-173 C z 0 SHEET NO. Lu C s M .4 a � GRADING LEGEND F.SC\pNAL ENG �42.50 FINISHED GRADE ELEVATION p� ��CENSF419 1.50% FINISHED GRADE SLOPE 860 4122120 0 �-2626 �� FINISHED GRADE CONTOUR y OF C. K\�5� —2645— — EXISTING GRADE CONTOUR GRADE BREAK CIVIL ACRONYMS Lu ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS a FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB LIP - LIP OF GUTTER N Z SW - SIDEWALK Z TOC - TOP OF CONCRETE O PI I-'-' FG - FINISH GRADE in PI PI�ILu< SHEET NOTES a IRQ— A. SEE SHEET C1.1 FOR GRADING NOTES. SIR IRP,— IRR— IRP IR�� IR N SD Sp B MEE SHEETS C2.0—C2 3 FOR ROADWAY ®� Ep SD SD ❑ v SD _ C. SEE SHEET C2.4 FOR TYPICAL ROAD SECTION. / w w ; E e w EP w t P W —w_ L EP W Ep w Ep w EP�-�R_ w E W 12 1 ' ---- - — -- -- --_ \ _ _ _ E. AMITYRD. W _ --- — - ---- - -- _ ———— —— —— ———EP - ---- ---- ---- -- — - __ °D c5 FP _ ��pp ��pp —� T 'AEG EG � — EP — p —GI �I _ G � _— " 4 PI 4"pl 4"PI 4"PJ 4"PI 4"PI 4"PI 4"PI 4 PIS _ N 1 \ 0OP— " 4"PI 86.81 86.32 86.54 87.24 4'PI— PI 4"PI 4"PI 4 P87,97 4 4„PI 4"PI 12'• SW 87.35- R \ I TBC SW I SW SW 88.72 4„PI 4"PI 12 GI,� 12"GI 89.771 W I SW TBC 88.85 GI 85.98 85.98 SW \ SW `° SW v TBC / TBC I I I I \ 88.71 4"PI 88.71 \ I I I J I I 6 \ SW SW -X / I m I I � I I \ �� \\\ I I I I , I 2688 I I w I I I I �68 BLOCK 1 I Q \ \\\ x J I I N I 14 / I o r-I I / (.0 I II Ln 3 O III O N N N Ifs I / Q o � 11 (o N I I m � I 111 � � I �I z N I I i o x I I I 2685 , I - - - - - - - - - - - - - _ _ V) F 85.44J L €�-86.42 �— — w — — — — — TBC / (/� z 5 I r FG : ~— — — — —sue — — 8:W w 'w 87.FG 87.77 ,✓✓ — — Q —F� — — — — — — — — — —s..w — — - FG s' — sue— — s..w s — s»w � J — �w — s_' - - — — — - - - — � — — Q 97 - - -8*� - - �,� - - 2687�5 - - Tn - -g8 —�J - - — $ �..�- - - �.� - - S- - - - g� — f s \ Q \ I � I — - - R- EP � - - — m — - - - - - - - - - - - - - - - - - - - - - - - - - - - --- — - - - - - - - - - -87.74 — u o z x I \ I I I III TBC (� = w oo x I 1 \ I I 00 �� 11 - oc > CN o z o NIII 9 z Q or 00 Cq \ \ I I I I I I LL (D 80.3t 6d'7 z \ \ \ 85.7586.67 / • MA 84.47 � FG \ 87.49 I �/ FG I49 I I 88.68 88.68 SW SW \ Q 6"PI 6 PI 6 PI 6 PI 6 PI 6 PI pi—6 PI 6'PI 6' I 6 PI 6 PI 6'PI 6 PI 6' I 6 PI 6 PI 6'PI 6" FGNPI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6-pi 6 PI PI 6 PI I II I m z (� U N I I ♦ I N tv1 1 Z z z 0 o 0 U w D 0 oC a 0 z 0 N O N u 7 3 Y p ILL E N G I N E E R I N G 3 9233 WEST STATE STREET o BOISE,IDAHO 83714 0 PHONE 208 639 6939 z o kmengllp.com m DESIGN BY: LCK DRAWN BY: LCK/SRM z g 0 50 100 150 CHECKED BY: LCK Q a 0 Plan Scale: 1" = 50- DATE: APRIL 2020 z D PROJECT: 19-173 C z 0 SHEET NO. Lu C s M I c-I Ol i 1 KEYNOTES ® SHEET NOTES 1. SB #1 SEE DETAIL ON SHEET C4.1 A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY o�c�SS��ENSF�c�ti (64'L x 13.5'W x 4.5' D) �, D Q� � 2. INSTALL GROUND WATER OBSERVATION WELL PER ACHD B. SEE SHEET C4.1 FOR STORM WATER DETAILS. SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION C. GROUNDWATER IS EXPECTED TO REMAIN AT A DEPTH OF BED 5' FROM THE END AND OUTSIDE OF BED A MINIMUM g 1' OR GREATER BELOW EXISTING GROUND. `�'� 4 22120 �o Q OF 50' FROM THE PERIMETER OF THE BED. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF OF SOP v 3. INSTALL BORROW DITCH, 176 LF x 14'W (2,464 SF), PER GROUND WATER IS ENCOUNTERED. THE SEEPAGE BEDS .y�� SHOULD BE EXTENDED INTO THE POORLY GRADED /�/ C. 11(\N DETAIL, SHEET C2.2. INSTALL 451 x 2'W SAND WINDOW, GRAVEL WITH SAND, WHICH SHOULD HAVE AN SEE SHEET C2.2 FOR ELEVATIONS. INFILTRATION RATE OF 81N/HR OR GREATER. REFER TO -DESIGN INFILTRATION RATE=1.00 IN/HR THE "LIMITED GEOTECHNICAL ENGINEERING REPORT" PREPARED BY MTI, DATED JANUARY 21, 2020. 4. INSTALL BORROW DITCH, 113 LF X 14'W (1,582 SF), PER DETAIL, SHEET C2.2. INSTALL 291 x 2'W SAND D. PROVIDE WATER-TIGHT SEALS AT PIPING WINDOW, SEE SHEET C2.2 FOR ELEVATIONS. ENTRANCES/EXITS FOR SAND AND GREASE TRAP AND -DESIGN INFILTRATION RATE=1.00 IN/HR CATCH BASINS. 5. INSTALL BORROW DITCH, 154 LF X 14'W 2,156 SF , E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE ( ) COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF PER DETAIL, SHEET C2.2. INSTALL 43'L x 2'W SAND ROW OR WHERE COVER IS GREATER THAN 2 FEET THE Lu WINDOW, SEE SHEET C2.2 FOR ELEVATIONS. STORM PIPE SHALL BE ADS N-12 HP PIPE OR -DESIGN INFILTRATION RATE=1.00 IN/HR APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN o LESS THAN 5-FEET OF SEPARATION BETWEEN 6. INSTALL BORROW DITCH, 243 LF X 14'W (3,402 SF), STRUCTURES. PER DETAIL, SHEET C2.2. INSTALL 641 x 2'W SAND WINDOW, SEE SHEET C2.2 FOR ELEVATIONS. F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC -DESIGN INFILTRATION RATE=1.00 IN/HR STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC 7. INSTALL BORROW DITCH, 221 LF X 14'W (3,094 SF), RATED LIDS UNLESS OTHERWISE SPECIFIED. PER DETAIL, SHEET C2.2. INSTALL 701 x 2'W SAND G. THE CONTRACTOR SHALL COMPLY WITH ALL THE WINDOW, SEE SHEET C2.2 FOR ELEVATIONS. REQUIREMENTS FOR STORM WATER DISCHARGE -DESIGN INFILTRATION RATE=1.00 IN/HR ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES Ln z IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP z PLAN PREPARED FOR THIS SITE, REGULAR SITE 0 INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE Ln SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN w THE NPDES GENERAL PERMIT. - H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND ACHD. I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN 0 50 100 150 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH Plan Scale: 1" =50' SECTION 8018 OF THE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. J. THERE ARE NO PROPOSED UTILITY CROSSINGS AT THE SEEPAGE BED LOCATIONS. IF SAID CROSSINGS ARE o DETERMINED NECESSARY DURING CONSTRUCTION, CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY OF MERIDIAN, ACHD, AND PROJECT ENGINEER PRIOR TO INSTALLING SLEEVING. SLEEVING SHALL MEET THE REQUIREMENTS OF ACHD AND THE CITY OF MERIDIAN. K. INSTALL STORM DRAIN MANHOLES PER ACHD SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE SECTION. ALL MANHOLES SHALL BE HS-25 RATED. Z J I L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 PI PI z AND 8200 OF THE 2017 ACHD POLICY MANUAL. PI �I PI I_PI � Q IRS- 2 O -�IR vi z IRR IRR IRR IRR IRR z W EIR Fp O In W W EP W EP W EP W _cP W as W �V Ei3 W W W W W W �EP 12' FEP1-�� 12"W 12"W 12"W 12"W- z E. AMITY RD. EP EP EP EP EP E EPEP EP EP EP EP z W m aP EP EP mwmp Wm- EP EP EP G 3 4 5 G T GT 6 : EP EP EP EP O OP N o 7 2 4"PI 4"PI 4"PI 4"PI 4"PI 4-PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI oP P OP oP oP oP oP o Q w 4"PI 4"PI 4'PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI Q 4"PI 12"GI 4"PI 12"G14"PI 12"GI SDMH #1 2"G 12 1 GI I "GI "GI ' " 00 48"0 SDMH FLAT TOP 4-PI 4 PI 4 4"PI RIM:2687.38 . L u N > SUMP:2681.96 O z m Q INV IN:2683.96 12" (E) �2e INV IN:2683.96 12" W)BLOCK 1 O °D INV OUT 2683 96 12" (S) z 16.7 12 C900 m I- I 5 ® 0.22% Ln 16.7' 12" C900 m I I 3 INLET #2 Q @ 0.22% ACHD SD-601, TYPE I ~ <v INLET #1 W RIM:2687.00 `n ACHD SD-601, TYPE I u- 2 c SUMP:2683.00 _ RIM:2687.00 C III INV OUT:2684.00 12" (E) SUMP:2683.00 m I N Fn I Q25=0.23cfs INV OUT:2684.00 12" (W) Q100=0.32cfs Q25=0.26cfs O so, 4d Q100=0.37cfs L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -10.7' 12" C900 91.5' 12" C900 z m @ 2.27% - - - - -sew - - - - - - INLET #4-®I OO - - - � - - � - - ��- - - - -$ - - - - �NL - � - ACHD SD-601, TYPE I=$� - � G � i S-W - U Lt1EP 8'� - - �� - - 7-s- - - -- - RIM:2687.00- - - N ; - E��-€Pa� SUMP:2683.00�--E� -EP €R�=EP OUT:2684.00 12" (E)+ - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - Q25=0.16cfs J x I I Q 100=0.22cfs e� SDMH 3 'on 25.5' 12" C900 48"0 SDMH FLAT TOP `� © 1.38% o ° I I RIM:2687.75 '= INLET #3 z _ SUMP:2680.88 �- 13S ACHD SD-601, TYPE I w INV IN:2683.63 12" (E) RIM:2687.11 Q SUMP:2683.11 o I I I I O Oj ® INV OUT:2682.88 18" (S) I INV OUT:2684.11 12" (W) U 5.1' 12" C900 Q25=0.18cfs 1.57% Q100=0.25cfs D Z ° DIVERSION BOX #1 SDMH #2 RIM:2687.67 (N) o RIM:2687.71 (S) RIM-2687.27 °° 48"0 SDMH FLAT TOP 14.5 O WEIR:2685.59 p 0'32% C900 SUMP:2681.76 z D - INV IN:2683.71 12" (E) INV IN:2683.76 12" (N)° INV OUT:2683.71 12" (W) 2 I INV IN:2683.76 12" (W) O INV OUT:2683.38 12" (S) Co INV IN:2683.76 12" (E) U N 75.2' 18" ADS N-12 HP 1 2 INV OUT:2683.76 12" (SW) 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI N 6 PI 6 PI 6 PI 6 PI 6 I 6"PI 6 PI 6 PI- -6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6'PI 6'PI 6 PI ® 0.00% 3 Z I I V 69.0' 12" ADS N-12 HP O Z I ACHD STORM DRAIN @ 0.00% Icrn ILL EASEMENT E N G I N E E R I N G g 9233 WEST STATE STREET BOISE,IDAHO 83714 O o PHONE(208)639-6939 kmengllp.com z 0 m DESIGN BY: LCK DRAWN BY: LCK/SRM z CHECKED BY: LCK Q o DATE: APRIL 2020 z D PROJECT: 19-173 C z 0 SHEET NO. C s M 4 w . a � SS�pN A L ENG E N LEGEND LEGEND O TROWEL SMOOTH WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 6860 1 T 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 4/22/20 2 EDGE OF GUTTER FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) Q, IT 1 2 OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER v O3 1.75" X 1.75" X 1/4" ANGLE IRON. O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- C� OFSTA SEENDARD SD 6 9RATE ANDFRAMESD-610A - CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS y��/V C, II, H °e, A ` III1 1=III e Q s 4 PAVEMENT SURFACE. -I IIII-IT_I-II ->-. >- ' � PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY USE 4" PIPE IIH -T -III- -III= O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK O5 STANDARD GRATE AND GRATE FRAME. SEE SD-609 OR SD-610A. =7-1 =III= 3 -� E Q O POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY III=11I -III-1� © 4" X 4" X 3/8" ANGLE IRON AP ° �.° 4 O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES O (3) 7" NO.4 BARS 3'-0" - 3 NOTES: 28 5 PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR a" 4" 4" 18" 6" R1/2" STORM DRAINAGE FACILITIES N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS Lu Q - 1 6 1/2" 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD o R1" � 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 00 � I CD a LLJ II u 5 3 � � E B o B i u2„ 5 N 6 2"y " O m 0.20% MIN SLOPE 7 07 of 10 L---J III 3 2 z n w 1= 4 ��4 X 87 T 3 (n ' I w z Q r oI N 6 SECTION CONCRETE COLLAR 0 P LAN > N.T.S. � N.T.S. w Lu � 4 6" V-2" 8" D w el 3'-0" 2'_4., 6" 2'-0" 6" TOP OF CURB SECTION A-A LOWLINE OF CURB N.T.S. BASE OF CURB NOTCH 2 X2 IIIWT4 28° O III=III- z III-III_ I=1 11= I I I_I 11 =11I- SECTION III=11 N.T.S. IIIIIIIII I=III= III-I '-III- SECTION B-B N.T.S. 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION STANDARDS I N LET CATCH BASIN STANDARD DRAWING FORIDAHO STANDARDS PUB IC WORKS GROUNDWATER STANDARD DRAWING FORIDAHPUBL PUBLIC WORKS STANDARDS GROUNDWATER STANDARD DRAWING O HOC OR PUBIC WORKS No.CONSTRUCTION TIDE I SD- 601 CONSTRUCTION OBSERVATION WELL SD - 627 CONSTRUCTION OBSERVATION WELL SD- 627 (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) z 2 OF 2 Ln > z Q M J m � O = Q W 2Ln oc u NO TREES ARE ALLOWED WITHIN o / a 5' SIDEWALK PER ACHD SUPPLEMENTAL 10' OF THE OUTSIDE PERIMETER z _ O Lu- OF THE SEEPAGE BED. 12"6 PERFORATED ADS N-12 HP. STANDARD DRAWING SD-709. Q TRANSITION 5' IN BED FINISHED GROUND NON-PERFORATED TO 6" VERTICAL CURB AND GUTTER 12HIADS N LAN PERFORATED PIPE 5 PER ROADWAY PLANS. Lu HP PER PLAN ��A ELEV. - "A" (MIN.) w GROUND WATER 50' OBSERVATION WELL KEY LL 1. ISPWC 801 OR ASTM C33 FILTER SAND. WRAP WITH WOVEN FABRIC ELEV. - "B" PER ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 DETAIL I DD SDI GROUND WATER BMP 04. O J J -------- --------- � OBSERVATION WELL #2 2. A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE 4 Q ELEV. - "F" DIVERSION BOX L - - - - J wa WITHIN LANDSCAPE AREAS. A MINIMUM OF 1.0-FT COVER FROM TOP ELEV. - "C" OF BED TO PAVEMENT SUBGRADE. UNDER PAVEMENT, BACKFILL OVER g BED TO SUBGRADE WITH 6"-8" MINUS PITRUN AND INSTALL WOVENbi GEOTEXTILE FABRIC OVER TOP OF BED. ELEV. - "E" 1.0% 18"0 m v MAX. HSGW Lo a a 3. 3/4" - 2" ANGULAR ROCK. Lu ADS N-12 HP >� = OR ROCK = 4. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD ELEVATION U STORMWATER DESIGN GUIDELINES DETAIL BMP 04. STORM MANHOLE---_�_ S D -----__ __------- 3 5. 30 MIL PVC LINER. ELEV. - "D" 0 6. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 7 J a 7. EXTEND 2' (MIN.) INTO FREE DRAINING MATERIAL. 1.5' 6 J N 18"0 PERFORATED ADS N-12 HP. 8. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN GUIDELINES DIMENSION DIMENSION N T I TRANSITION 5' IN BED NON-PERFORATED TO SECTION 8200 DETAIL BMP 04. OVERLAP MINIMUM OF 1-FT TOP AND a PERFORATED PIPE ��A SIDES ONLY. W2 W1 o LENGTH VARIES PER TABLE 9. 12" 0 PERFORATED BYPASS PIPE. INSTALL PERFORATIONS PER ACHD z 0 PLAN VIEW STORMWATER DESIGN GUIDELINES DETAIL BMP 04 13.5' z p WATERTIGHT CONNECTION SECTION VIEW A-A a 18"0 PERFORATED ADS FINISH GROUND U Z N-12 HP 18" ADS CAP 0 GENERAL NOTES a STORM MANHOLE ---- _-- ------- - A. GROUNDWATER IS EXPECTED TO REMAIN AT A DEPTH OF 8.1' OR GREATER BELOW EXISTING GROUND. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF GROUND WATER IS o -------- ------- - ENCOUNTERED. THE SEEPAGE BEDS SHOULD BE EXTENDED INTO THE POORLY GRADED a GRAVEL WITH SAND, WHICH SHOULD HAVE AN INFILTRATION RATE OF 8IN/HR OR z PVC PERFORATED PIPE (GROUND WATER GREATER. REFER TO THE "LIMITED GEOTECHNICAL ENGINEERING REPORT" PREPARED BY O PROFILE VIEW OBSERVATION WELL) PER SD-627. PIPE SHALL MTI, DATED JANUARY 21, 2020. N NOT PENETRATE PVC LINER. B. ALL MANHOLES AND DIVERSION BOXES SHALL BE HS25 OR GREATER LOAD RATED. U a C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 3 D. BED WIDTH SHALL REMAIN CONSTANT. O Z E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY Z A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD E N G I N E E R I N G LL INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN g SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR 9233 WEST STATE STREET BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO BOISE,IDAHO 83714 O o ACHIEVE THE REQUIRED INFILTRATION. PHONE(208)639-6939 z 0 F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. kmengllp.com G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. NO PENETRATIONS OF BED LINER DESIGN BY: LCK SEEPAGE BED TABLE WILL BE ALLOWED. DRAWN BY: LCK/SRM Z H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH 3 a BED LENGTH DIMENSION W1 DIMENSION W2 BED WIDTH AVG. BED 100-YR VOLUME DESIGN INFILTRATION CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD CHECKED BY: LCK z SEEPAGE BED (FT) (FT) (FT) (FT) DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" ELEVATION "E" ELEVATION 'F" GROUND WATER EL. PROVIDED (CF) RATE (IN/HR) INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND DATE: APRIL 2020 PRIOR TO BACKFILLING. z SB #1 64 8.0 4.0 13.5 4.5 2687.59 2686.09 2682.89 2681.59 2681.49 2682.39 2681.49 1,948 8.0 I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED PROJECT: 19173 o WITH THE ACHD INSPECTOR PRESENT. SHEET NO. SEEPAGE BED DETAIL #1 J M N Lu NTS 4. 1 a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �SS�ONAL ENG� MATCHNOTES. o� ��C ENS F� ti LINE - SEE B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. SHEET CS . C. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER 4p 4122120 ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL �o Q SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER OF SOP v AND FRAME PER ISPWC SD-507. .y�� 5� C0 LO 0 C0 t0 CA c0 c0 aw 'C' " 'n cMo "� Sri 00 (0 o 00 Lo r,M 4 qt I I I D. INSTALL STANDARD SERVICE MARKERS PER CITY OF C° K\N coo + 06 + + o+ +°r°. +r. + + + I I I MERIDIAN STANDARD DRAWING SW3. a N r-CA 6 00N 6 0004 6 0) ON O U7 -N 6 �N � �N -(o U) r7 O � N rn rn �N qt 't 't °' N I I I E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER �Z > > Q� �> Q> a .. Q .. Q� � �z �> �> �z �> I I L I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 5 U)_ Vn_ Vn z N z J Vn_ Vn z EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR N STA: 5+75.79 SSMH #A-3 3 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE W � " INV: 2676.00 STA: 5+87.02 OFFSET: 0.00' �° BASED ON STUB LOCATION. STATIONING TAKEN FROM CENTERLINE OF SEWER ALIGNMENT. L: 48.7' N: 690625.98, E: 2465145.58 (' y y y y y y y y y 0� J 90• o # s I I 2 I 180° I I /G F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM N� $ SSMH A-2 _ STA: 5+34.47 OFFSET: 0.00' /- +00'EG - EG - - EG Cl- - - EG - EG-8+00-EG - - EG - -EG 9+00-- - - - - - - - - - - - - - "� I c - SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY EG E EC10+00- EG EG E1 1+00- - - - - SEWER MAIN AND SHALL BE 4" DIAMETER. N G - -EG EG 12+00Lu o N N: 690589.18, E: 2465108.08 2 / 8"S 8�S 8"S I a EG - - EG - - EG_ _EG - EG - EG - -EG - EG- - EG - - G - - E - - -EG - - - EG EG - - EG- - - G EG I KEYNOTES STA: 2+96.58 ��, INV: 2676.18 �G y -y �// y y y y y U) y y - - - - - L: 38.0' \S 150° 90° �� T 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER o N /O co in o o co cD SSMH #A-6 MAIN. o(0 Vb oo"o Vb Q 000 00 (,q M ()q r- aoo co STA: 12+26.15 OFFSET: 0.00' 2. INSTALL 14' WIDE GRAVEL MAINTENANCE ROAD WITH 10" w + 00 oN 0) 0 N 0 co 0 0, 0 n po co N: 690620.01, E: 2465784.68 MINIMUM CRUSHED 3/4" ROAD BASE PER CITY OF i I �I �n +co in +o +o ' +( ,n +cD in +00 +00 +00 +o' +°' MERIDIAN STANDARD DRAWING G2. -cn m O w N (o �N 00N ON O ON 0CD" per- ID. ID. Imo. xo us STA: 5+01.27 S_p to co r) N to co N o co in `4 6 N 04 6 INV: 2676.34 I Q '� "� '� '� N N N N N + z > a> Q> a> a> `o o `o `° �0 3. PROPOSED 20' CITY OF MERIDIAN SEWER EASEMENT. Ln N- J V) J HZ HZ HZ HZ Q .. M M M M M N L: 37.0' I�, I Vn- Vn- Vn_ U) J �Z �z �z �z �z Z Iw _ S STA: 4+86.13 - J - _j Lo- J - J Vn- J 4. INSTALL BLOCKOUT AND WATER TIGHT PLUG PER CITY OF 00 INV: 2676.61 SSMH #A-4 MERIDIAN REQUIREMENTS. WI L: 49.0' SSMH A-5 7 o 'U I STA: 8+13.36 OFFSET: 0.00' # g I N: 690623.87, E: 2465371.91 STA: 10+65.86 OFFSET: 0.00' w Lu STA: 4+53.27 N: 690621.51, E: 2465624.40 - INV: 2676.53 s STA: 4+46.13 L: 37.0' 3 INV: 2676.77 o a (n I W m I L: 49.0' �) m IW 70 1 U) STA: 4+02.70 o S STA: 4+08.70 FUTURE HILL'S INV: 2676.74 8-0 W INV: 2676.92 CENTURY FARM NORTH =� L: 37.0' I i i L: 49.0' No. 2 SUBDIVISION Iw d O N rn WI STA: 3+66.13 STA: 3+57.27 I s INV: 2677.09 INV: 2676.92 s 2 L: 49.0' a vs EXISTING SSCO O Iw O STA: 1+40.92 OFFSET: 0.00' "� �I N4 N: 690369.92, E: 2464933.34 �/ w s STA: 3+29.96 1+00 E Ec2+00-EG Ec 3+00 I INV: 2677.23 a 12'S-+12"S 12"$ 1 ---I-- I L: 49.0' O _ - -EG - - EG - - EG - - EG EXISTING SSMH (60-INCH) SSMH #A-1 STA: 1+00.00 OFFSET: 0.00' N N: 690370.08, E: 2464892.43 N STA: 3+13.59 OFFSET: 0.00' N: 6 i0368.31, E: 2465106.01 O z z SEWER ALIGNMENT "A" PLAN AND PROFILE ° W In V) J 0 50 100 150 0 5 10 15 z LL > O Q Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = S' IY M J � O F- z � = za Q ILI z 2695 2695 DC W _ Oz > a o z Q O = v ^ p zw" OC z v� i a ^ 00 z p W Vn O - a W 2690 0 o N N E v 0 000 00 2690 o M o ^^v 3 L L0 co o co LJ..I Znn 2 r7 r� N 0 z Vn ..^^ O .... O co 7 oo 0 0 O \.J g n 0 `.`. W p ..� 0 W (n M I Co rM c0 co O I..L _ �� o DO 0 ZZ p v(0 Zo ^ `"'� Ln(D O L6 L6 (0 QN4OO N W W Z00000 = O .Mcp O O �_ O 00 �00 00 00 00 �O 00 aN0N"00 QOON N NcN0ZZ O 1..1- zO NN H _ �±NZZ O (� ppN H ONnjnj 0 O oM O 0000 p+ZoZ D �� > > S W XH� > > > z +coz O I M� � � N N�NM °0 � nON °o w ��r) � (0 10 SIN - O VnVntYZZ Z w 2685 wVnVrzz z N - O Q NN (0 � � I z*k_�° � � N (n > > 2685 Vn •� oo I rn co co I N a ro� co o Vn - z z ' ^ W 0' Z Z 2 + z z O a M Co N N H a CO CO N +CppO Z Z (n(n fY - - - - - - - z v , W > > > 2�NZZ O =U7NZ O =OON - - 0 - - - - L (/) z z z FINISHED GROUND �Q > > > U V)>> > N�� > > VnVnFzz z_ _ - - - v)v) Z cnVn FEE ? z EXISTING GROUND - - - 7V - - - - - - - - - - - - - - - a J X N M a z z0 7. 2675 2675 O 0 0 z D o 0 2670 2670 z 0 O a 160' of 8" P C ® 0.40% I U 3 55' of 8" PVC 2 0.40% z 2665 8" VC ® 0.40% 2665 Icrn O 220' of 8" PVC ® 0.40% E N G I N E E R I N G 3 9233 WEST STATE STREET 55' of " PVC @ 0.40 BOISE,IDAHO 83714 O EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639 6939 z FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com � 2660 40 of 12" PVC ® 0.17% 75' of 12" PV C� 0.22% 2660 m DESIGN BY: LCK 00 N N 00 r- r- r- � 00 0 � co 0 0 0 r- p M o N rn rn DRAWN BY: LCK/SRM z Lq O 0 N � M rn M IC! N � O N � O O O ^ U) 00 � O O � N M U) L0 � r O O N rn U) 0 00 0 M N � 0 � O U) O O � O g raj o f � nj nj 0 0 0 0 0 0 0 O N N N N N N N 0i M M M � 4 � CHECKED BY: LCK Q a 00 00 ao 00 00 00 00 00 00 00 00 00 00 0o ao 00 00 00 00 00 00 00 00 00 z `° `° 00 `o 00 `0 00 `0 00 `° `0 `0 `° C0 00 `° 00 `° 00 C0 `0 `° `0 `° 00 `° 00 `° 00 (0 00 00 00 (0 (0 00 00 00 z O N N (0 N ( N o N O N O N o N O N N ( N o N ( N (0 N o N O N O N o N ( N ( N o N ( N (0 N N ( N ( N (0 DATE: APRIL 2020 � N N N N N N N N N N N N N N N N N N N N N N N N N D PROJECT: 19-173 C z SHEET NO. C s 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 J M 5 w . a � SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL EN�� CENS ti Ep Ep Ep �p Ep E. AMITY RD. Ep Ep Ep Ep ° NOTES. Quo \ F � FG Eli Ti FG—T—�G—T—�Cz EG I G EG EG EG EG INC. ; EP EP EP T T B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. G oP NG o — P oP oP oP oP— C. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER �, 4122120 0 - — ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI- —4"PI 4"PI 471 12"GI 12"GI 12"GI 1,2"GI 12 GI 112"GI 12"GI— SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER 4"PI 4"PI 4"PI 4'PI 4'PI 4"PI 4"PI F OF \ �/ 1 Cli AND FRAME PER ISPWC SD-507. C. I i 4"PI D. INSTALL STANDARD SERVICE MARKERS PER CITY OF K\N 1 N I w MERIDIAN STANDARD DRAWING SW3. � 1 � m � 1 � Q � E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY BLOCK 1 c0 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON STUB LOCATION. STATIONING TAKEN FROM 1 I ® O O2 OO Q CENTERLINE OF SEWER ALIGNMENT. O I I 1 vi F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY _ I SSMH #A-8 SEWER MAIN AND SHALL BE 4" DIAMETER, a v I N I STA: 19+31.57 OFFSET: 0.00' SSMH #A-7 N: 690920.22, E: 2466187.50 I KEYNOTES STA: 15+31.57 OFFSET: 0.00' I I 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - N: 690925.41, E: 2465787.54_ J N 1. MAINTAIN VERTICAL AND HORIZONTAL H'""f�"` EP`---fP---fP "— �`-f — — — — — POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY — _ — — $'vimw — — � s� — — _ R" "� — vim — A — — —sue _ a' — - " — a"w — OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET — 16+00 — — — 17+00 — — — 18+00 — — — 19+00- — 20+00- — — 21+00 = C1.1 FOR ADDITIONAL INFORMATION. OSSCO #A-10 L - - g.� - - - -g,. - - - -$.� - - - - gam — — - - - - �.. — - - — —g..8— - - - - - - -F - - N: 690925.65, E: 2465769.06 P P------[� �P=---� P---�---E — — 2 2. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN I _ — — — — — — — — — — Z — �N STA: #A-9 STANDARD DRAWING S1. 18.5' of 8" PVC @ 0.40% �'— — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - � STA: 21+99.73 OFFSET: 0.00' o 180' 1 N: 690916.74, E: 2466455.64 z ,n C I CP o O 411 � ��20.00' CITY OFME IIDIAN S TWEREASE I 1 5 1 1 M. 1 r 1 10 MIN. tg 4.3 0 1 + 00. I I I d z 6 PI 6 PI 6'DI 6 PI 6 Pill 6 PI 6 PI 6 PI PI 6 PI 6 PI 6 PI 6 PI 6' I 6 PI 6 PI 6 PI PI 6 PI I rn CR MATCH LINE - SEE SHEET C5 .0 0 z z SEWER ALIGNMENT "A" PLAN AND PROFILE ° w �_ V) � 0 50 100 150 0 5 10 15 > z C) Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = S' — Q Q J � O F- z � = za w z 2700 2700 Q Q DC � Oz > Q .. z Q oOC z 2695 g w o 2695 a- w 0 0 C 00 G U- Co 0) 00 Q L u _ z o `n 0 r L L z> LD : 00 u��n 0; r7 o Q 00L� Co 00 I O " CO r- r >_ L u 2690 0 Q+0N t a�') N 2690 N Z O +00 3: Lu j � � � (0 �Q� > > ONN W N _ O Q +00 N N I- FINISHED GROUND N Z Z — _ _ _ Z z Ln w =�NZZ 0 - - - — _ LLI (N(NFEE Z Z Z _ _ — — — — — — — — — — _ _ U 2685 — — — — — — — 2685 EXISTING G OUND J x N N N u N a 2680 °° 2680 z w � O D U z Q z o 2675 2675 a o ' ^ 0 v I z Q O 270' of 8" PVC ® 0.4 % N U 2670 2670 3 40 0 w Y 305' of 8" PVC (� 0. % 1cm O Z 4 ENGINEERING L.L 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 9233 WEST STATE STREET 2665 3714 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2665 BOISE, 208)63DAHO -693 0 PHONE(208)639 6939 z kmengllp.com 3 ,� rn o co 0r L 0 co co N Ln N 00 o DESIGN BY: LCK 06 a, " F, N 06o 00 ` N N OA � � (.0� < `n `n o Co Oj (or (or r4 Co 00 c 00 r DRAWN BY: LCK/SRM00 00aD 00ao cD00 00ao 00ao 00 � 00 00 00 ao 00 ao 0000 00ao � ao 00 00 00 00cfl co co (0 N cD cfl cfl cfl cfl cfl cfl cD cfl co co cfl (o co (o cflcoz co cD N N N N N N N N N N N N N N N N N N N N N N N CHECKED BY: LCK" NCq N N N o DATE: APRIL 2020 z 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 PROJECT: 19 173 C SHEET NO. C s M 5. 1 w a CIVIL ACRONYMS STA: - ROAD STATION �SS�\rj t*' MJ - MECHANICAL JOINT �� CENSF 'y FLG - FLANGE 0 60 120 180 N: - NORTHING Plan Scale: 1 = 60 L - STATION OFFSET LEFT 6860 4122120 R - STATION OFFSET RIGHT '9C� qTF OF SHEET NOTES y�/At C. K�N� A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. D. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF COVER. Lu a E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. KEYNOTES 1. MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. N 2. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN z STANDARD DRAWINGS DETAIL W13. 0 cn S S S S S S II 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE w yl AND NON-POTABLE MAINS. 3 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE WATER MAINS AND SEEPAGE BEDS. 41 z 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD 3 DRAWINGS W8 AND W9. I w � z F— 6. INSTALL 20' LONG SLEEVE FOR WATER MAIN CROSSING Q IRRIGATION PIPE PER CITY OF MERIDIAN REQUIREMENTS. 41 10' MIN. EACH SIDE OF NON-POTABLE PIPE CROSSING. 3 v N PI 1-12" TEE PI 1-12" GATE VALVE PI I T I N: 691141.99, E: 2465803.61 IR IRI IRR IRR IRR IRR . d A w w �v�� gngn — — — = W W w �� W�W EP W — — — — — — — — — REMOVE 2 BLOWOFF ASSEMBLY \ _ - - - - - - - - - - - - - - - - - - - - - - - - - -W E.AMITY RD. EpAND CONNECT TO EXISTING 8" GATE VALVE 12"w 1 w EP"W EP12"w EP 12"w- - — — INSTALL 1-8" COUPLING CA 5 LF 12" PVC N: 691092.08, E: 2466398.08 EP T F� r_I I c c 1-12 11.25° ELBOW S - —�—�— F �G ?G �G 6 EP EP I�— 12" I cl cl cl P -N: 691136.99, E: 2465803.56- 1 O 4 I 4 PI 4 PI 4 PI 4 PI 4 PI 4 PI 4 PI 4 PI 4 PI I I —op—op—op—op T G� G P 4 PI 4 PI PI 4 PI 4 PI —4 I 4 PI 4 PI 4 PI � ^GI 7 � G� �P GP P OP OP L so 11 I �, I 15 LF 12" 4> " GI 12"GII 12"GI 12"GI 12"GI 12"GII„ 4 PI 4 PI 4 PI 4 PI 1-12" 11.25° ELBOW LLia"PI\ z 20.00' CITY OF I I I N: 691 121.93, E: 2465800.42 > z Q 130 LF 8" PVC N x x x x x7 MERIDIAN WATER I v 1-FIRE HYDRANT ASSEMBLY O5 EASEMENT 185 LF 12" PVC — z F00 1-8" X 8" X 6" TEE I n x I I I I > 106LFG6" PVCATE LVE � Q x _ I I I I O o w 0 N: 690960.99, E: 2466397.47 J vi 1-8" CROSS m N � I> c, 30 LF 8" PVC I I N I 1-12" CROSS - w O D I I I I 0 1 3-8" GATE VALVE F_ x " I 1-12" GATE VALE :5 N N: 690929.49, E: 2466397.32 m O2 1- 2" BLOW-OFF ASSEMBLY FOR I I 2-12"x8" REDUCER o Lo� 30 LF 8" PVC = z o - 60 LF 8" PVC (� FUTURE WATER MAIN EXTENSION I m I I L 2-8" GATE VALVE 600 LF 8" PVC o w Q L u N: 690937.27, E: 2465798.65- — — — — —`��— — N: 690937.65, E: 2465769.21 J o\ BLOCK 1 — — — — — — — — — — — — — — — — 1 1 1- 2" BLOW-OFF ASSEMBLY FOR O2 = Q — — FUTURE WATER MAIN EXTENSION x I �EP--�----�r x $IN - - - - -WIN-- — $'►� - - - - - - - - - $w__ — _ — g" - - - - -�� - - - - �_ — _ I N: 690929.25, E: 2466455.81 5 S- - - Lu US 9-S 7-s- - -s"s -o— � - - �"� - - -g� - - -rs 30 LF 8" PVC O z x L_I ---tP-----EP '{p�--`gyp — — DEFLECTION POINT z Q_ O C9 - - - - - --'; — o N N 1 - - - - - - - - - - - I - - - - - - - - - - 1 N: 690879.82, E: 2466402.59 Q M I 20.00' CITY OF 20 LF 8" PVC R400'00 30 LF 8" PVC x MERIDIAN WATER 1-8" 1 1.25° ELBOW QLu EASEMENT N: 690907.50, E: 2466397.22 N I I © O 8 9 1 DEFLECTION POINT W 3/ � N: 690852.16, E: 2466406.95 10 z �. ,� + I II I ° 35 LF 8" PVC ob I 4 DEFLECTION POINT � x x x x I I I N: 690815.96, E: 2466411.38 R400.00' z I � � 50 LF 8" PVC U LJ..I DEFLECTION POINT s l I PI s l I P I PI 6 PI 6 PI 6 1 N: 690765.54, E: 2466414.33 (n c� 10 LF 8" PVCrn J M X N N 300 LF 12" PVC 0 1- 2" BLOW-OFF ASSEMBLY FOR 2 m FUTURE WATER MAIN EXTENSION Z I I I N: 690755.54, E: 2466414.28 z o m a E I I I m Q I p I } I / 1 9 I r 1- 2" BLOW-OFF ASSEMBLY FOR O2 Z I I I FUTURE WATER MAIN EXTENSION �' U i? N: 690634.90, E: 2465795.82 5 a"s z EG EG I 0 N U N 3 Z O ENGINEERING L.L a 9233 WEST STATE STREET BOISE,IDAHO 83714 O 3 PHONE(208)639-6939 z r kmengllp.com a m DESIGN BY: LCK DRAWN BY: LCK/SRM z CHECKED BY: LCK Q o DATE: APRIL 2020 z D PROJECT: 19-173 C z 0 SHEET NO. Lu C s M I� c-I Ol i 1 SHEET NOTES A. , �Sg\ANAL E. SEE SHEET C1.1 GENERAL IRRIGATION AND ACHD NOTES. OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM \CENSF� ti SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. C. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS 6860 IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NYID. THE LARGEST DIAMETER PIPE COMING INTO THE FITTING 4122120 0 OR VALVE. Q IRRIGATION SECONDARY SOURCE: CITY OF MERIDIAN DOMESTIC WATER D. ALL ROAD—CROSSINGS SHALL BE SLEEVED PER TYPICAL yc�F of SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. C. 11(\N E. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. F. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. G. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS WITH PROJECT ENGINEER DURING CONSTRUCTION. H. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL a CONNECT TO THE HILL'S CENTURY FARM COMMERCIAL SUBDIVISION SYSTEM THAT WILL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. KEYNOTES 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON—POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE IRRIGATION NOTE 3, SHEET C1.1. N 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. z O w I 0 60 120 180 0 � cn Plan Scale: 1" = 60' z I D I z I m I r PI Z PI P 1 • I IRS —IRS IRf' IRS, IRS, IR m v W WEP W O ipp EP W W W � -W pz W EP W EP W EP W EP P 12"W 1 W EP"W EP12 W EP 12 W EP 12 W EP 12 W EP 12 EP Z E. AMITY RD. z Q 1-4" 45° ELBOW G r— -r _ EP T T �Q N: 691070.29, E: 2466343.42 z J Ix GI GI G G —� ��--� ECG �G 2 EP EP EP EP EP P c F— ..P P 4. — z °P � 515 LF 4" PVC 'PI 4.. I 4" 4 I 4.� OP OP OP op op op- m oP 1-4' 90° ELBOW 12"GI „ 12"GI 12"GI 12"G 1-4" GATE VALVE I 1-4" GATE VALVE 1-4" 45° ELBOW 4 4 VON 12"G 4"PI 12"cI a��i 12"G 4"PI 12"G �— \ N: 691088.92, E: 2465255.33 N: 691082.26, E: 2465768.03 I I N: 691081.52, E: 2465825.15 N: 691076.34, E: 2466223.87 115 LF 4" PVC 1-4" 45° ELBOW / SW 2 I I I 1 5 LF 4" PVC N N: 691069.15, E: 2466430.98 345 LF 4" PVC M G m 10 LF 4" PVC _ W x o I J I 400 LF 4" PVC 1-4" 45° ELBOW D 15 LF 4" PVC m 0 I I I N: 691071.72, E: 2466228.49 1-4" GATE VALVEN 1 1-4" 45° ELBOW \ x 55 LF 4" PVC I I I 1-4" GATE VALVE _ > 1-4" 45° ELBOW - N: 691058.86, E: 2466420.43 � O O N: 691059.75, E: 24660351.93 7z CONNECT TO EXISTING _ _ Q 1 < 70 LF 4" PVC 4" GATE VALVE a x I I ^' I I 1-4" GATE VALVE o ^' N: 691064.66, E: 2466776.80 I I I N: 690953.28, E: 2466351.46 O z — L BLOCK 1 45 LF 4" PVC 310 LF 4" PVC - - - - - - - - - z Q z I� J L� EP - - - - - - - - - - - �� - - - - - - - - - - - - - - - - — - ---- -- _ x ��f2 — — _ — wEP EP -EP Q x I—I -- _ M M - - - - - - - - - - - - - - - - - - - - - - LL 1-4" 11.25° ELBOW_ — 15 LF 4" PVC 1-4" GATE VALVE 1 ,� N: 690906.09, E: 2466351.26 R300.00 1-4" DEFLECTION POINT x N: 690890.71, E: 2466354.24 uj LL I I 0 30 LF 4" PVC 1-4"I DEFLECTION POINT a I I O 7 O8 O N: 690862.84, E: 2466358.31 z 40 LF 4" PVC�� III I I U Lu m x N x x 1-6"x4EEREDUCER I I R300.001-4" DEFLECTION POINT 35 LF 4' PVC _N: 690822.94, E: 2466362.24 ' L u 1-6" GATE VALVE I I III I I z 1-6" BLIND FLANGE I I I 1 1-4" DEFLECTION POINT J N: 690778.75, E: 2465254.16 I I I N: 690789.69, E: 2466363.656 Pi 6 Pi WWI — z w 10 LF 4" PVC I 9 I I 1 100 LF 6" PVC 1-6" TEE 25 LF 4" PVC z w I I 1-6"x4" REDUCER O w I I 1-6" GATE VALVE 1-4" 90° ELBOW 1-6" BLIND FLANGE N: 690764.34, E: 2466363.32 N: 690764.47, E: 2466353.82 U ICI II I a 0 N O N 3 z Z oz z Icni U g 3LL O E N G I N E E R I N G 9233 WEST STATE STREET BOISE,IDAHO 83714 O PHONE(208)639-6939 z kmengllp.com a I m DESIGN BY: LCK DRAWN BY: LCK/SRM z CHECKED BY: LCK Q o DATE: APRIL 2020 z D PROJECT: 19-173 C— z 0 SHEET NO. Lu C s M 7 c-I Ol i 1 NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN SS�\CEN ENc/ THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE STANDARD MANHOLE �� ENSF4 ti ADEQUATE VENTING. FRAME AND COVER LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. 6860 �122120 0 Q OF �N C. KEN FIBERGLASS 24"0 CONCRETE VALVE BOX PIPE. LENGTH & COVER IFAIR WATERMAN MODEL CR-100 AS REQUIRED. RELEASE VALVE (OR EQUAL) _ � a -III III III I I I I III III III- 1-1/2"0 GALVANIZED 'I III III III III III I IRON NIPPLE & 90' ELBOW MAIN III III I I I I III III LINE + BALL VALVE CURB STOP — — (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC - - TAG WITH "NON-POTABLE _ 1-1/2"0 SCH. 40 WATER DO NOT DRINK" IS — ..................... = GALVANIZED IRON 1-1/2" REQUIRED. CONNECT TO VALVE III : a A. PIPE RISER TAPPING cn BOX WITH EYE BOLT AND WIRE TIE. III `° III I SADDLE z 6" MCIN. I' IRRIGATION 1-1/2"4► GALVANIZED w �_ TRENCH I— ° . ° IRON PIPE _ I I I 8 MAIN — O ° ° °o o°O ° ° °o o°O - I — BACKFILL c O O O O v : I ° � O RHO OO O��pO 0 = _ - - o O 0 000 —I I I- ° =1 I °0 00 0 O ° o O o6%ohoc6c_ ��0o OO o0 0 ° o OOo ° °II O O 0 0000 oo Ooo°° 000 Qn 0 TEE /2 BRANCH O O0O OO O O 00 00 O 0 00 0 0 0 0O ° 000000 = i SCALE: NONE O 000 MAIN LINE AIR RELEASE —I _ _2 CUBIC I YARDS IMINIMUIMI I = NTS I OR AS REQU R HED RIN ED. ROCK,_IEll -' II .III III III— III III � � � DIG TO FREE DRAINING SOILS r-I Ln TYPICAL MAIN LINE DRAIN z NTS z Q z AC PAVED SURFACE SEEPNOTEE1 BELOOTHERS F_ �VARIES, 2.5"- z 3 ' > z 3/4" MINUS BASE, BY OTHERS c w LLI VARIES 4"-6" 0 G LLI w Q o 0 o , SPIT-RUN SUB-BASE, BY OTHERS =� ,� = Q oc 00 �VARIES, 10"-16" -TEMPORARY BACKFILL AS o 0 REQUIRED TO MAINTAIN O G oz - Q z -12" COVER OVER SLEEVE z Q w --� SUB GRADE ELEVATION, BY OTHERS, SEE NOTE 1 BELOW c 0 o 3: COORDINATE WITH PAVING ` PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT c CONTRACTOR FOR REMOVAL _ SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND w OF TEMPORARY BACKFILL N COMPACTED TO 95% DENSITY. L�L CC Q9 LOCATED ABOVE SUBGRADE MIN. 6 LID TO READ: G FINDER TAPE CARBON MODEL 910T COVER "NON-POTABLE WATER - FOR IRRIGATION ONLY" LOCATING WIRE IN PERMANENT LETTERING (2) 3" CLASS 200 SIGNAL 0 FINISHED SOD GRADE W CONDUIT WITH 1/4 2" - NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE z COMPACTED TO 95% DENSITY. Lu a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII U cn PIPE AND BELL CARSON MODEL 910 10" VALVE BOX LLJ a MIN. 4" TRACER WIRE LOOP J t� Q MIN. 6" SLEEVE MIN. 6' SKIDS PER ISPWC SD 307. _ SEE DIA. SEE FOR MATERIAL AND MINIMUM SIZE SEE SLEEVE SCHEDULE, THIS ET 2 VALVE NUT NOTE 5 NOTE 5 z z o ISOLATION VALVE 10" CLASS 125 PVC PIPE SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED U UNI-FLANGE SERIES 1300 OR EQUAL PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN DC NOTES: NO PVC BOX, BOTH SIDES N N 3 3" 4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD Z 4" 5.36" 8" PVC C900 8 28" SUB-BASE, ROAD BASE AND PAVEMENT. o Z 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR 3 SIDEWALK. 6" MIN. ° (� ° G #4 REBAR o LL 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT " ° E N G I N E E R I N G SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP ° 6 VARIES 6 9233 WEST STATE STREET PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. °d aMIN. 4" MIN. OF 3 4" MINUS GRAVEL BOISE,IDAHo83714 10" 12.79" 1 6" PVC C905 15.92" ° ° ° / PHONE(208)639-6939 0 D 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL ° ° UNDER 10 PVC PIPE z 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ° kmengllp.com 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: LCK NOTES: DRAWN BY: LCK/SRM 3 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND CHECKED BY: LCK PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR Q 0 B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: APRIL 2020 z D PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 19-173 SHEET NO. Lu 0 M TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7, 1 ° NTS NTS a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES. o�c`�'SS\oCENS fN6,�y B. IRRIGATION MANHOLES SHALL BE 48"0 (INSIDE DIMENSION) PRE—CAST WITH FLAT TOP. STANDARD MANHOLE FRAME, COVER, AND RISER PER ISPWC 16860 STANDARD DRAWING SD-617. COVER SHALL BE MARKED J, 4122/20 0 "IRRIGATION" WITH 4 PICKING HOLES. IT'9C' 9TF OF X1 v KEYNOTES ® yz C. 1. CONNECT TO EXISTING GRAVITY IRRIGATION PIPE. CONTRACTOR SHALL VERIFY PIPE INVERT, SIZE, AND LOCATION PRIOR TO CONSTRUCTION. 2. CONNECT TO EXISTING GRAVITY IRRIGATION MANHOLE. 3. INSTALL 20' LONG SLEEVE FOR WATER MAIN CROSSING ❑r E 1, IRRIGATION PIPE PER CITY OF MERIDIAN REQUIREMENTS. 10' MIN. EACH SIDE OF NON—POTABLE PIPE CROSSING. 12"W 12" 12"w 12"w 12"w 12"w 12"w 12"w 12"w 12"W W w a ��EP w EP w EP w EP w EP w E w EP EP EP EP EP EP EP EP EP EP EP EP EP o E. AMITY RD. W 0 Ep Fp Ep 1 Ep Ep Ep co � T FG G EG EG G—O EG EG EG EP EP EP EP EP EG— 01-5 EP + 9 180' 180' 180' 2+00 OP 3+00 P OP OP 4+00 OP OP OP OP OP m 6+0D 5+00— —4'PI 4"PI 4"PI 4"PI 4"PI " 12"GI 1�"GI 122'GI 12"G„ 12"GI qb 4"PI 41�1 GI 4"PI 4"PI 4"PI 4 1 4'PI PI 4"PI 4"PI 4"fsT„GI 4"PI 2"GI GIMH #1 (48—INCH) GIMH #2 (48—INCH) 4"PI GIMH 3 48—INCH STA: 1+17.55 OFFSET: 0.00' STA: 2+31.53 OFFSET: 0.00' # ( ) 2 N: 691075.20, E: 2466234.85 N: 691073.72, E: 2466348.83 3 STA: 3+05.87 OFFSET: 0.00' EXISTING GIMH #4 (48—INCH) N N: 691072.75, E: 2466423.16 STA: 6+49.90 OFFSET: 0.00' z > N: 691068.28, E: 2466767.17 O Q a V) Y d w U p Lu � O O Q 00 a vi � BLOCK 1 a — — — — — — — — — — — — — — — — — — L-3— — — — — — — — — — — — — — - -E� ER=----EP-------SP P Qa E- - - - - - - - - - - - - - - - a � a O cn w z zJ LL z QO GRAVITY IRRIGATION ALIGNMENT "A" PLAN AND PROFILE O � o 0 50 100 150 0 5 10 15 z z W Q Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Q C z G Q CID W cn = O Q 2705 — z w Oz � 2 N zQ zZ _O 2700 Z _ Cr p[ Q 000 w " Q W Q z O O LL O 04 W L L 2 O 00 0) � O 00 O -2 O W N O N O N 0 00 O 00 _ 00 N 10 It 0000 6 ZI 0 m O ZI O in `n N Z °)N N �0r7� � �M 00 00 ao� NN 00 Hc�N� Z O 7 � � 00 N �LO��00 00 c,, �GON't00 (o cnQ g L +�� Z 14 0 zhz N+06 00NZ r`'+I:N WNE(nZ Z (W' � NNE � — O — / aMQ�3 > > = Q N�N FINISHED GRO ND � = zz z0 V)Q vi 0 V)F V) z 2690 OC- J � c� J I � _ m 2685 \ — _ 344.0' Of 12" ADS SANITITE HP @ 0.50% O N STA:1+00.00 INV:2685.78 �✓/ EXIS ING GROUND U 0 17.5' of 12" ADS SANITITE HP ® 0.22% D 3 00 o N 2680 O a 114.0' of 12" ADS SANITITE HP ® 0.22% z g 74.3' of 12" ADS SANITITE HP ® 0.22% O Z EXISTING GROUND CENTERLINE OF GI PIPE ALI NMENT U 2675 FINISH GROUND CENTERLINE OF GI PIPE ALI NMENT g O 3 L.L 0 00 ^ 00 �_ 0) o N Co N o E N G I N E E R I N G a 00 00 00 00 00 aD 00 06 00 ai 00 00 00 00 rn 9233 WEST STATE STREET 00 �0 00rc �° IN N BOISE,IDAHO 83714N ( (0 00 00 N ( (0 N N N ON N N N N N PHONE(208)639-6939 > kmengllp.com a 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+5 DESIGN BY: LCK DRAWN BY: LCK/SRM z g CHECKED BY: LCK Q a o DATE: APRIL 2020 z PROJECT: 19-173 c Z SHEET NO. c 0 Lu s m a 60090, 4 7 6 w -w w�w w w �2"w�i2"w KEY NOTES (TYPICAL) #�� `',••SSAYE•••.O ••� 8 4 1 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, 0 v� stt F 'G• • a W WITH BARE EARTH SURFACE AT ALL TREES EP _EP_ E EP EP EP EP EP I ci WITHIN TURF AREAS. G EG EG EG G EG E 2 � n • cL, : c c 1 - - - - - _ = c 'cccccc 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL i A 1 77 : ti - - ci ci ci 7 BE PLANTED WITHIN A CLEAR VISION TRIANGLE. �•� ••• 21 • C,��•' N SD �oP -� - �. "P c 4'1�r - - P -op- -op MAXIMUM HEIGHT OF ANY VEGETATIVE �Lq •�••••• e,4�•` W W T oP - O o W W W - T 4 "z� -- = = GROUND COVER AT MATURITY WITHIN THE •• NDSCAY • a PI PI I 41 CLEAR VISION TRIANGLE SHALL BE 3' FROM �t��• 3:w 1 W 4 THE ADJACENT STREET GRADE. Q< I 4"PI 1 N I I 3. TREES PLANTED IN PARK STRIPS TO BE w V) I CENTERED IN STRIP. w Of 5 m w CITY OF MERIDIAN 1 Q w w U w INGRESS/EGRESS • a 4. DEVELOPER TO INSTALL AND MAINTAIN 10' c>�o N WIDE COMPACTED SHOULDER MEETING N o Cr o EASEMENT I J I BLOCK 1 3 CONSTRUCTION STANDARDS OF THE z m=i li Y m Q I N I O O W TRANSPORTATION AUTHORITY PER UDC v g Lu m } I O2 O 1 1-36-7C.5. Lu Z I I W 5. OPEN-VISION FENCE. COORDINATE o o z I I C-N INSTALLATION WITH CENTURY FARM SELF 0 w STORAGE AND HILL'S CENTURY FARM NORTH o 1 I I SUBDIVISION N0. 2. �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W 6. ALL PLANTING BEDS TO RECEIVE A MIN. 3" \ - - - - - - - - - - - - - DEPTH TAN PERMA BARK WITH PERMEABLE r C-C E��---fP- -�rtP E-P - - Fl - €P-�-f - - - WEED BARRIER FABRIC. to- BLOCK 1 „8w 8"W 8,.w : s w s w a w a w s w s w s w L s w s"w s"w w 7. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL O s s"s s"s s"s s"s s"s s"s s"s s"s s"s s"s s"sus) s"s s"s s"s s"s s 2 s't 2 s"s NOT BE PLANTED WITHIN THE 10' CLEAR ZONE I ~ E P €P- -�E� - -E N STRUCTURES, OR FACILITIES.J Q �_� �I- p €R�-�ER- -E� E p o OF ALL ACHD STORM DRAIN PIPES, z - - - - - - - - - - - _ _ _ _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ o z w 0 CITY OF MERIDIAN 1 I 8. COORDINATE LANDSCAPE INSTALLATION OF N w _j Q SEWER EASEMENT I I O, TREES, SHRUBS, AND ROCK MULCH WITH w W z� w I I CITY OF MERIDIAN CENTURY FARM SELF STORAGE. REFER TO - m a w wcn I WATER EASEMENT J I CENTURY FARM SELF STORAGE FOR CALLOUTS c, v o g I I AND DETAILS. of U- Co Q 1 f I cgL m Q� A 1 1 I 1 0 I 7W I I z� S0 I � C-N ► ° U 1 _ 3 ° . + + .°� �© + + 0 gib° z • o + + + + + I 6 PI PI 6 P 6 P 6 6 6 6" I 6' 6 1 6 1 I PI PI I 6"PI 6' 6'P 6 • HILL'S CENTURY FARM NORTH 1 6 Pi "Pi 5 8 6 SUBDIVISION NO. 2 I I Q 8 o w w a z 5 6 HILL'S CENTURY FARM NORTH R-15 I m�, I o SUBDIVISION NO. 2 mm0w 0 50 100 150 Plan Scale: 1" = 50' PLANT SCHEDULE GENERAL LANDSCAPE NOTES GENERAL IRRIGATION NOTES Q TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY 1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THIS 1. NO GUARANTEE IS MADE THAT ALL EXISTING UNDERGROUND UTILITIES 19. WHERE APPLICABLE, CONTRACTOR IS RESPONSIBLE TO PROVIDE z LANDSCAPE PLAN AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF ARE SHOWN, OR SHOWN CORRECTLY. CONTRACTOR SHALL VERIFY 120 VOLT POWER AND ALL REQUIRED CIRCUITS FROM THE z THE LANDSCAPE CONTRACTOR. IF QUANTITIES LISTED DO NOT CORRELATE WITH WHAT LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR ELECTRICAL PANEL TO THE IRRIGATION CONTROLLER. SIZE WIRE • ACER RUBRUM'RED SUNSET' 2"CAL. B&B 45'X30' CLASS II 5 IS SHOWN ON THE PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. THIS CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL AND CONDUIT AS REQUIRED. O RED SUNSET MAPLE INCLUDES, BUT IS NOT LIMITED TO TREE, SHRUB, ROCK, TOPSOIL, MULCH, SEED OR BE CONTRACTOR'S RESPONSIBILITY. 2" METAL (2) 1" STEEL TUBE RAILS SOD, EDGING, AND DRIP LINE QUANTITIES. 20. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING IRRIGATION 2" STFEL POST MIN. STEP = 2" V) 2. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL A COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION, POST CAP 4" APPART (CLEAR) MAX. STEP = 12" • FRAXINUS AMERICANA'AUTUMN PURPLE' 2"CAL. B&B 50'X40' CLASS II 10 2. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE LANDSCAPE ARCHITECT OF COMPLETE IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE WATER INCLUDING ADJACENT PROPERTIES. REPAIR INCLUDES BUT IS NOT N AUTUMN PURPLE ASH AVAILABLY OF SPECIFIED PLANT MATERIAL FROM COMMERCIAL NURSERIES. IF A COVERAGE TO ALL LAWN AND PLANTING AREAS. THE WORK SHALL LIMITED TO PIPING, VALVES, HEADS, DRIP COMPONENTS, CONTROL SPECIFIED PLANT IS NOT AVAILABLE, THE LANDSCAPE ARCHITECT WILL PROVIDE CONSIST OF PROVIDING AND INSTALLING ALL MATERIALS NECESSARY WIRES AND EQUIPMENT, AND SLEEVES. IF APPLICABLE, IRRIGATION ALTERNATE PLANT MATERIAL SELECTIONS. SUCH CHANGES SHALL NOT ALTER THE FOR A COMPLETE SYSTEM INCLUDING POINT OF CONNECTION, PIPE, CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM m o GLEDITSIATRIACANTHOS'IMPERIAL' 2"CAL. B&B 40'X35' CLASS II 3 ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER. VALVES, FITTINGS, HEADS, AUTOMATIC CONTROLS, AND ALL REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING O z IMPERIAL HONEYLOCUST ASSOCIATED LABOR. CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, 3. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD OR BETTER THAN EXISTED PRIOR TO THIS PROJECT. (/) = Q p UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES Q J 5 PICEA OMORIKA'BRUNS' 6'-8'B&B 30'X10' CONIFER 7 LINE, INC. @ 1.800.342.1885. PROVIDE ADEQUATE MEANS OF PROTECTION OF REQUIRED FOR THIS WORK 21. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, = Q 'Lys" BRUNS SPRUCE UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING PLANT MATERIALS DAMAGED DURING EXECUTION OF THIS PROJECT OR SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 4. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS. DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN OPERATION o f W �l� LAWS AND ORDINANCES. OF THE EXISTING SYSTEM DURING THE COARSE OF CONSTRUCTION. PYRUS CALLERYANA'CAPITAL' (' _ B 2"CAL. B&B 35'X15' CLASS II 20 4. PROVIDE REQUIRED SOIL EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF 22. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DISCREPANCIES 5. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL Ln O z Q L`"�/� CAPITAL CALLERY PEAR THE CONTRACT PERIOD. SHOULD THERE BE EXISTING SOIL EROSION CONDITIONS THAT BETWEEN DESIGN DRAWINGS AND ACTUAL SITE CHARACTERISTICS. z Q U REQUIRE MITIGATION, NOTIFY THE RESPONSIBLE PERSON IMMEDIATELY. FAILURE TO 6. POINT OF CONNECTION: COMPLY WITH REQUIREMENTS OF UTILITY CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PROVIDED ON S (� NOTIFY THE RESPONSIBLE PERSON IMPLIES ACCEPTANCE OF THE SITE IN ITS EXISTING G EVERGREEN TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY CONDITION. SUPPLYING WATER FOR PREVENTION OF BACKFLOW AND DRAWINGS. CONTRACTOR SHALL STOP CONSTRUCTION AND G BACK-SIPHONAGE CONTACT THE OWNER IMMEDIATELY FOR FURTHER DIRECTION IF Q 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL LANDSCAPE DISCREPANCIES OCCUR. Q W Z PICEA OMORIKA'BRUNS' 6'-8'B&B 30'X10' EVERGREEN 11 AREAS. ALL DELETERIOUS MATERIAL SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, 7. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO Q PROVIDE ONE HUNDRED PERCENT (100%) COVERAGE WITH HEAD 23. UPON COMPLETION, AND PRIOR TO FINAL PAYMENT, THE IRRIGATION L.L G J BRUNS SPRUCE AGGREGATE BASE MATERIAL, ASPHALT, ETC.., SHALL BE REMOVED PRIOR TO ANY FILL TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. CONTRACTOR SHALL PROVIDE A NEAT AND LEGIBLE AS-CONSTRUCTED L OPERATIONS. IRRIGATION PLAN, AN OPERATION AND MAINTENANCE MANUAL, AND UP TO 1/2 1" SQUARE STEEL (1) 1" STEEL TUBE 8. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE (8) HOURS OF ORIENTATION AND/OR TRAINING FOR THE OWNERS RODS 4" APPART (CLEAR) BOTTOM RAIL + PICEA PUNGENS 6'-8'B&B 60'X30' EVERGREEN 10 6. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL, AS PER SPECIFICATIONS. SOIL MATCHED PRECIPITATION RATES WITHIN EACH CONTROL VALVE. MAINTENANCE AND OPERATIONS STAFF. COLORADO SPRUCE SHALL BE FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN SIZE. REUSE EXISTING SURFACE TOPSOIL IF AVAILABLE. 9. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR 24. THE ENTIRE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE OTHER HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT YEAR FROM THE DATE OF IT'S ACCEPTANCE. REPAIR OR REPLACEMENT CLEAR VIEW METAL FENCE z PINUS NIGRA 6'-8'B&B 55'X35' EVERGREEN 9 7. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC THEY ARE ON SEPARATE ZONES FROM THOSE IRRIGATING TREES, OF ANY DEFECTS OCCURRING WITHIN THAT YEAR SHALL BE COMPLETED AUSTRIAN BLACK PINE MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS, OR OTHER FOREIGN SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. PROMPTLY BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO NTS L.LJ MATERIALS AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET THESE THE OWNER. u MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: PROVIDE APPROVED 10. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE 25. CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST TO THE OWNER, REMOVE DEAD DAMAGED GROUND COVERS BOTANICAL/COMMON NAME CONT CITY IMPORTED TOPSOIL OR, AMEND THE ON-SITE TOPSOIL. OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SPRING START UP AND WINTERIZATION DURING THE GUARANTEE PERIOD. BRANCHES AND PRUNE TO AND PARKING AREAS.DRIVEWAYS, J 8. TOPSOIL DEPTHS SHALL BE AS FOLLOWS (WHERE APPLICABLE): LAWN AREAS-6" MIN.; SIDEWALKS, INTERNATIONAL SOCIETY OF J W TURF SOD RHIZOMATOUS SOD 15,576 SF PLANTER BEDS - 12" MIN.; CURB ISLANDS - 18" MIN. 11. PRIOR TO COMMENCING WORK, CONTRACTOR TO CONFIRM PSI IS ACHD LANDSCAPE NOTES ARBORICULTURE STANDARDS; W RHIZOMATOUS TALL FESCUE ADEQUATE TO FURNISH AND INSTALL A COMPLETE IRRIGATION IMPROPERLY PRUNED TREES = SYSTEM WHICH PROVIDES ADEQUATE WATER COVERAGE TO ALL 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF AS DETERMINED BY THE 9. FINISH GRADES FOR LANDSCAPE AREAS TO BE SMOOTH AND EVEN GRADIENTS WITH o POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. SLOPES FOR TURF LAWN AND PLANTING AREAS. SHOULD THE PSI BE LESS THAN ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. LANDSCAPE ARCHITECT) z AREAS SHALL NOT EXCEED 3:1. ADEQUATE, NOTIFY THE ARCHITECT IMMEDIATELY. IN THE EVENT O O o SHALL BE REMOVED AND O 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL THAT THE ARCHITECT IS NOT NOTIFIED PRIOR TO THE START OF CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF (2)-BVC WOOD TREE o0 00 o REPLACE. 0 10. PRE-EMERGENT HERBICIDE SHALL BE APPLIED PER MANUFACTURER'S CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL STAKES(MIN. 6' HT) p THE LANDSCAPE IRRIGATION SYSTEM. TRUNK FLARE. LOCATE PRIOR o RECOMMENDATIONS AND SHALL OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TO RESPONSIBILITY FOR ANY NECESSARY REVISIONS. CHAINLOCK DODO o TO PLANTING. FLARE SHALL 3 STREET TREE CALCULATIONS (1TREE/35 LF) INSTALLATION OF PLANT MATERIALS AND MULCH. 12. WHERE APPLICABLE, LABEL ALL IRRIGATION RISERS, FAUCETS, TREE TIES O BE VISIBLE AFTER PLANTING. 11. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR VALVE BOXES, AND VAULTS WITH DURABLE TAGS CARRYING THE 6" MULCH PER PLAN KEEP STREET NAME LF # OF DRIVES @26' QUALIFIED LF TREES REQUIRED TREES PROVIDED TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING WARNING "DANGER-UNSAFE WATER OR NON-POTABLE WATER." 3• IN 1"-2" AWAY FROM TRUCK CONDITION. FLARE Z S. TAVISTOCK AVE. 604 2 552 16 16 13. INSTALL ALL PIPING AND VALVES IN PLANTING AREAS WHERE FINISH GRADE w 12. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED FROM AROUND THE UPPER POSSIBLE, AND LOCATE ELECTRIC CONTROL AND QUICK COUPLING z } E. AMITY RD. 1165 2 1113 32 32 PORTION OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED EVALVES DGE OFNPAVEMENDT FOR EASEROB ACCESS.6" TO 12" AWAY FROM 3 o BERM. WATERING BASING O TOTAL TREES BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND ROOT- I= 3 48 48 PRIOR TO LARGE RBACKFILLINGS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM ROOT BALLS 14. PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A COMPLETE UNIT DEPTH _BALLI I _ - FERTILIZER TABLETS U MITIGATION REQUIREMENTS PRODUCED BY A SINGLE ACCEPTABLE MANUFACTURER, INCLUDING -I I-I I-III I FOLD BACK BURLAP FROM Q 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING HEADS, VALVES, CONTROLS, AND ACCESSORIES. I III III-II II TOP 23 OF ROOTBALL. AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND -I I I I-I I I I I REMOVE WIRE BASKET. O u THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL DEAD OR NOT IN HEALTHY CONDITION IMMEDIATELY WITH COMPARABLE SIZE AND 15. A MIN. OF 4" POP-UPS ARE TO BE USED IN ALL LAWN AREAS. ROOT- E N G I N E E R I N G L.L o SPECIES AT NO COST TO THE OWNER. NOTE: REMOVE TREATED BACKFILL SOIL MIX GENTLY Z DRIP IRRIGATION TO BE USED IN ALL PLANTER BEDS. BALL 9233 WEST STATE STREET 3 OR SYNTHETIC BURLAP PACK BACKFILL USING WATER O m 14. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER COMPLETELY. REMOVE WIDTH BOISE, IDAHO 83714 16. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO SIZE CIRCUIT TO SETTLE SOIL AROUND MANUFACTURER'S RECOMMENDATIONS. ANY SOIL AND/OR ROOTBALL PHONE ngll .com 39 z PIPING. WATER VELOCITY IN ALL PIPES SHALL NOT EXCEED FIVE MULCH AWAY FROM 8" MIN "NTING8" MIN kmengllp.com a 15. CONTRACTOR'S MAINTENANCE SHALL INCLUDE: FEET PER SECOND. MINIMUM PIPE SIZE TO BE 1". TREE CROWN AFTER ROOTBALL ON UNDISTURBED o PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND INSTALLATION. PIT SHALL BE A MIN. 2 TIMES WIDER SOIL DESIGN BY: AY 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES UNDER THAN ROOTBALL AT BASE AND A ALL ROADWAY, PARKING, AND WALKWAY SURFACES. EXTEND 6" MIN. 3 TIMES WIDER THAN ROOTBALL DRAWN BY: AY DISEASE UNTIL FINAL ACCEPTANCE BY OWNER. MINIMUM BEYOND SURFACE EDGE. IDENTIFY ENDPOINTS OF AT FINISH GRADE. DEPTH SHALL BE Z RE-SET SETTLED PLANTS TO A PROPER GRADE AND POSITION. SLEEVING. SAME AS THE ROOTBALL. CHECKED BY: LCK Q o • RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND REMOVE AND REPLACE NOTES: DATE: APRIL2020 DEAD MATERIAL. 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED Z 18. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD SURFACES STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL PROJECT: 19-173 8 TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED ONLY IF ORIGINALLY NOT PROTECTED BY A VERTICAL CONCRETE CURB SHALL BE NEEDED. STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. g CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOMES PLACED 18" FROM THE EDGE OF THE ROAD SURFACE. DECIDUOUS TREE PLANTING AND STAKING DETAIL SHEET NO. J a APPARENT AND WEATHER AND SEASON PERMIT. LJ..I 2 NTS L1.0 a