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CC - Construction Drawings ,s\rj%A A L fNC BAINBRIDGE SUBDIVISION NO , 12 Na a11211180221 2 �FG qTF OF CONSTRUCTION PLANS CHINDEN BLVD P. M . MERIDIAN , I DA H O 6 MERIDIAN Digitally signed by Kevin , ME IDAHO McCarthy, PE < Lu u Date: 2020.12.01 17:21:46 LOCATION MAP m Lu -07'00' Lu < U PROJECT SITE VICINITY MAP o NO SCALE cn W. CHINDEN BLVD./HIGHWAY 20/26 EP EP EP EP EP EP z 0 EP EP EP EP EP Ep SQ 2 > Lu Lu CC 4-77 77 INDEX OF DRAWINGS - - - - - - - - - - - - SHEET SHEET TITLE DESCRIPTION BLOCK I WNO. C1 .0 GENERAL IMPROVEMENT PLANS COVER SHEET 3 .Ww'-WwW-WWWW C1 .1 GENERAL IMPROVEMENT PLANS NOTES AND ARCONYMS cc W. SILVER RIVER LN. WC1 .2 GENERAL IMPROVEMENT PLANS EXISTING CONDITIONS AND DEMO PLAN U, C2.1 ROADWAY IMPROVEMENT PLANS W. SILVER LANE PLAN AND PROFILE .-A C2.2 ROADWAY IMPROVEMENT PLANS N. VICENZA LN. PLAN AND PROFILE C2.3 ROADWAY IMPROVEMENT PLANS W. SUNNY COVE LN. PLAN AND PROFILE 47 W BRQ C2.4 ROADWAY IMPROVEMENT PLANS NORTH ALLEY PLAN AND PROFILE - —ADBI��r _W,4 y C2.5 ROADWAY IMPROVEMENT PLANS SOUTH ALLEY PLAN AND PROFILE z r,,,4 z C2.6 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN Lu z C2.7 ROADWAY IMPROVEMENT PLANS TYPICAL SECTIONS . . . . . . . . . . BLOCK 1� u 1. z u z C3.0 LOT GRADING PLAN OVERALL LOT GRADING PLAN < Z 0 BAINBRIDGE SUBDIVISION NO. 11 CQ z 0 Lu 5; Lu COSTCO C3.1 LOT GRADING PLAN LOT GRADING NORTH LOTS Z z L z C3.2 LOT GRADING PLAN LOT GRADING SOUTH LOTS 2 . . . . . . . . . . . . . . . Lu WLU C4.1 STORM WATER IMPROVEMENT 0 z Ln PLANS co Q of Lu C4.2 STORM WATER IMPROVEMENT DETAILS > PLANS 0 u Luj L C5.1 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE Lu 5 5 5 5 C5.2 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "B" PLAN AND PROFILE SEWER ALIGNMENT "C" PLAN AND PROFILE pC C0 Lu C5.3 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "D" PLAN AND PROFILE z WC5.4 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "D" PLAN AND PROFILE < (D W. SUNNY COVE LN. C0 WWW C6.1 WATER IMPROVEMENT PLANS o O C7.1 IRRIGATION IMPROVEMENT PLANS C7.2 IRRIGATION IMPROVEMENT PLANS DETAILS x 1-1 .0 LANDSCAPE COVER 1-2.0 LANDSCAPE PLAN u Z] 1-3.0 LANDSCAPE PLAN -T RAPIDS DR' W. Los - - - - - - 1-4.0 LANDSCAPE DETAILS O ci CONTACT INFORMATION 5 OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT (ZM*'- IE IDIAN*,, 0 100 200 300 BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP 1� % 111DANO E N G I N E E R I N G 2929 W. NAVIGATOR DR., STE. 400 9233 WEST STATE STREET Pubk 9233 WEST STATE STREET u 1� MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 Works Depwbnent BOISE,IDAHO 83714 Plan Scale: 1" = 100' LEGAL DESCRIPTION CONTACT: ZACH MEYERS PHONE: (208) 639-6939 DedIn MmuwWcm 9upokmW Spedhaftne PHONE(208)639-6939 PHONE: (208) 378-4000 kmengllp.com FAX: (208) 639-6930 > 0 A PARCEL OF LAND SITUATED IN A PORTION OF THE N 1/2 OF THE NORTHEAST 1/4 FAX: (208) 377-8962 CONTACT: SCOTT PRILLAMAN, EIT BENCHMARK AND A PORTION OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 EMAIL: zmeyers@brightoncorp.com KEVIN McCARTHY, P.E. DESIGN BY: RSP OF SECTION 27, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF EMAIL: sprillaman@kmengllp.com POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION MERIDIAN, ADA COUNTY, IDAHO. 2019 kevin@kmengllp.com EL DRAWN BY: RSP z CHECKED BY: KPIVI 1 0 727132.514 2442426 2551.640 CHISELED Box 0 ACHD COMPLIANCE DIGLINE DATE: 12/1/20 2 CPK 727223.620 2441177.475 2546.345 PK MAG NAIL PROJECT: 20-145 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 0 z 3 (5) 728272.126 2441137.243 2552.745 ALUMINUM CAP POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT ■ SHEET NO. u 333 ALUMINUM CAP 35 2559 468 2443784 4 728239. . . LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN PHONE (800� 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ■ (5) 0 6 WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: ANY AN ALL AMAGES TO EXISTING UNDERGROUND UTILITIES. ■ C1.0 "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." • NONE CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS �s5`0"AL r*, STANDARD NOTES FOR REVISED 3/11/18 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 RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, E - EASTING PC - POINT OF CURVATURE 10821 GENERAL CONSTRUCTION 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE ELEV - ELEVATION PI - PRESSURE IRRIGATION DISTRICT. CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 12/1/20 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 0 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY �- 9p P� � 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.ora CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. FLG - FLANGE R - STATION OFFSET RIGHT FG� F OF ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE 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 P. me 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 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON 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 SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE SITE, IT COULD BE GROUNDS FORA "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. 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 N 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 TANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD 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 o 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 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 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 v1 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 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 BAINBRIDGE SUBDIVISION NO. 11 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. 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. 0 FOUND 1/2 INCH REBAR 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. 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 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 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "I RULES FOR PUBLIC THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR ACHD POLICY MANUAL. DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN AT THE CONTRACTOR'S EXPENSE. ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTE NO. 1. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 0 CALCULATED POINT 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 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 DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 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, 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 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 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 s 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 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 -SD-SD- STORMDRAIN LINE ROUGH GRADING PLAN. PI 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 FROM ALL BUILDINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL 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. � WATER VALVE PUBLIC WORKS INSPECTOR CONSTRUCTION. 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 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. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 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 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. REQUEST OF THE AGENCY AND/OR THE ENGINEER. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. ) w w------- SINGLE WATER SERVICE N 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM GRADING NOTES rl z 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 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. jw DRAINAGE 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). 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE z 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. z z Ln SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 0 O 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 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS 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. RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO s s s SANITARY SEWER LINE W >- (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 0 G 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 \ 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF ANY CONSTRUCTION. / - W U c c c CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GAS LINE Q > ROADWAY SITE.GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE oP oP OVERHEAD POWER LINE m z 0 Q IRRIGATION NOTES Q o 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 D - z 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 Gi GRAVITY IRRIGATION LINE (n Q Q SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). _ C 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 SEWER MANHOLE L u G 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 (D W J O 5 PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES WATER METER Q z 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 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 m W PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 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 z Z 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 m VI DRAINAGE 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE EP EP EDGE OF PAVEMENT 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 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY CONSTRUCTION. OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". EG EG EDGE OF GRAVEL PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED o OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE 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 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 a 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS 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 N DURING DEMOLITION AND REMOVAL OPERATIONS. STANDARD DRAWINGS SD-301 AND SD-302. m 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. a 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE Z 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR FINAL ACCEPTANCE. o 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 a w REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL SECTION 400. TEST PRESSURE SHALL BE 150 PSI. w 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. 0 0 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING CONSTRUCTION. 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE a BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER ti APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. UTILITY NOTES 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO a CONSTRUCTION. 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE lcm 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 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 0 COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. a 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: RSP 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: RSP g TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: KPM FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC o TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: 12/1/20 OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION PROJECT: 20-145 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. THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. 0 C1. 1 N a — — — _ — SHEET NOTES 2555 W. CHINDEN BLVD./HIGHWAY 20/26 i NAL 2554 i 2556 2557 255g ~ 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. ASS\�C��/� fNG� —T— T �— L —1 �- L _U— T F— I_ E P— EP EP EI' —�P �— EP EP — EP — �— T S—�1 — _T T —I— _ EP EP E EP—_ V 10821 _ -2550 KEYNOTES ® J�gT12/1/20 Pao - 1 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND Fj� F Of 255 Y•• 2552— 3 \\ PAVEMENT PATCH PER ISPWC SD-303 AND ACHD /N P. MC�P� Off- . �- �•• r` T - _ • r_ ' w�.. -255 - , g / REQUIREMENTS. J� —�s� \L4zO 6 z I rn s—:,5•.I Of�-7��?�/-\�c`_,„-s s 0--�5�8S o O\—.25 lt9 O9 95_9 O 9 - O986 0 10 O976 1I I 1OO99991�43 65ry6�J�2Qi —1I 623_�:'a 6\41 3 \77662 198=�S _6\5\w1 4\\\1.II ' s°°}z'I I r`"N g 1'8—'\;s II \ 8\1w��11"0o0s7�S,\R9 r ,.O-18a,"w_:f�`o•.�,•$\•;•I I s��h�1a°�s1usI\.��,VVvj^1 0n• �1 2—��.—I1''.1 I1_I —N ro s zJ1 I�II 3•3,".; '8"'sI lII�j�8w OO22s22•2\987 65 /_�\ \61 3 a_1 ',\:J},' \�_1 / \\I W I IIII II II I I I 9 / \ �1I\IIII IIIIIIIIIII III II I\IfII II I I\IIII IIII I I`(1II�IIII I I III III7I I`II I II II1 I II IIII I III I I II IIIII II I I I I 1IIr1 I1II IIII/\II2 I2 III 1lI I SI2I sIII I I I SIISIs�III1 I`I4 ISSI III 1 � 6II II I II�r III\\�I1IIII I I\I II IIII I1II /I I—\ I IS/I/sfI \ —/ \ l/ 5 I 52rSA SS -t 2. RETAIN AND PROTECT SEWER MA IN. REMOVE EXISTING TIN G CLEANOUT AND CONNECT PROPOSED SEWER MANHOLE 2555 PER SEWER IMPROVEMENT PLANS. 46"PI 6 PI 6-PI PI 6"P 6 PI ? 3. RETAIN AND PROTECT WATER MAIN. CONNECT TO•1 "s15 m w EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. 611 , I PI 6 PI PHASE BOUNDARY 4. RETAIN AND PROTECT PRESSURE IRRIGATION SYSTEM. N 5. RETAIN AND PROTECT EXISTING JOINT TRENCH UTILITIES. o mo 6. REMOVE BARRICADES SALVAGE TO OWNERS. oa N 16 1 20 7. RETAIN AND PROTECT EXISTING STORM DRAIN DETENTION O19 \ O STRUCTURES. 8. REMOVE EXISTING ACCESS ROAD.6 9. REMOVE EXISTING GRAVITY IRRIGATION DITCH. s 8 w g 8" s 8s;ly S $" as254 10. RETAIN AND PROTECT EXISTING SEWER MAIN. 11. RETAIN AND PROTECT EXISTING WATER SERVICE. N SIR 12. RETAIN AND PROTECT EXISTING ALLEY PARKING AREA. O StiRNER� 8 S BAINBRIDGE Ln 13. RETAIN AND PROTECT EXISTING SEWER SERVICE. wSUBDIVISION NO. 12� 2554- 00 ir 4„P fCo 4 m 0 Nor 60 120 180 2554 Plan Scale: 1" 60'_8„w I �� 6 �� CID 8 m 2 � °: : I f. I 4� : Co 00 m 0 f I� BAINBRIDGEW �z� SUBDIVISION 8 Im NO. 11 pL;z co >Q —— 8fs z q P m COSTCO O— Co cz-jn za- oo300aawuNz �\�Se\�\I 4,8. c��'•G/ie s j� \O85 s_4GW/7\O18 3 �24;'68/ 2 s,X 8 R'8'�2�B,:S s 45`�/8 1 88�"•S/p1,2 4_5' 8wa4 8„—S40I�tis 8 b S I. 'w�9/729,s.O'�,_2W5L 4s 8S W�•I•r, �i'O42 7 7 ,a2,SO8O�t7 7„�SP45I"I,7 6 /&O"4 0W3 Ns1\_sNj / �/_—�N°N�°/�" °33°�`�\S —/�:'_�3I42"1 5 4,a 9.J'l—�\s33.2 1 5— --, 1�1�`•/,/'>..2— —O' iIII�7 \�— I II \\Ivv vo 4 I I I I I\\s W ,9�II II\II IiIIIIIII\I IIIII III1 II I IIIIII III IIIIl l I IIII IIII Ill I II IIII INIIlIIIII I II III I.�I\\\INI/I IIII I� IIII III I1 I III�l I�III II_1/I\lI\�IIIII I I II(k Y\ A/ _— z O � o, 4„PI°D PHASE BOUNDARY zZoHW 73 Qw z SA Ln 0 N �Oro Q W z wCo III6 s 10 9547 W - 0 � 6 f —.110 CID 1 _ .2 r8"S °S 8 w s N N . NCP W Co (7 o NII PHASE BOUNDARY 8 3 5 00 6 2550 0 3 L 8 s 6 L_ a„W � .� I"I5 s a" "S So W as a"S � S � 6 Lo NI I Co 5 O\J 546 Nc m Lo N13X aS ci� a"w\ t S a a"5 8"s � � mow 4 4 o 41 00 8 PI " 8'PI PI PI 8 � PI 8PI 3 10 ENGINEERZI 40 N G 9233 WEST STATE STREET _ 3 w w w W�w PHONE(08)639-69390 � w— kmengllp.com g_S8"PI W— s S�S W ssco DESIGN BY: RSP S—S 3 DRAWN BY: RSP2550 z " `s CHECKED BY: KPM I 30GI 30GI 30GI 30"GI s DATE: 12/1/20o W V0 18"GI 18GI 18"GI 3 " I W gp"G1 1a 1—GI 18"GI _ PROJECT: 20 145 r W� - - - - - - - _ 8"G 3p„ s � 1 \ �\\ SHEET NO. 'GI30 8 PI \ s 30„GI C1.2 30„GI 30"GIB SHEET LEGEND �SS�pNAL fNC i �ELE. & DESCRIPTION FINISHED GRADE ELEVATION R 4/ STA., OFFSET SIDE A A 1.50% FINISHED GRADE SLOPE 10821 ,p 2212120 0 OF � - - - - - - - - - - GRADE BREAK �� P. MOCP� 'I PI 6"PI 6"PI 6"PI • AS A, �• �, • v; A/ •s� -- ---- ---- SAWCUT LINE BLOCK 1 •1 A/ s' • • + CIVIL ACRONYMS A/ A ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS BAI N BRI DG E 12 FOLLOWS: SUBDIVISION NO. 11 Lu s STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE o m /� 51.65 A/ PC - POINT OF CURVATURE 51.7t MA o_ A +00.00, 14.50'L +56.73, 14.50'L o I 52.20 PC PT - POINT IO TANGENCY 51.24 GB I- 0 52.05 52.24 CL/PC +38.23, 14.50'L ELE. - ELEVATION I L - STATION OFFSET LEFT +99.00, 14.50'L I +00.00, 14.50'L +38.23, 0.00' � R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE M i i LIP - LIP OF GUTTER MA - MATCH EXISTING 3 ° a ' . a A . 3 SW - SIDEWALK 2 EP - EDGE OF PAVEMENT v) G • �i FL - FLOW LINE z 4 o TOC - TOP OF CONCRETE M o � HP - HIGH POINT 10+p0 �I 1 1 00 0 f 12+00 a CR - CURB RETURN _ w � - � - 13+00 - 2 Q � � N�C - N�IERSEOCTIONRVE � - 1.00� 0.40% PRC - POINT OF REVERSE CURVE N W. SILVER RIVER LN. 1 0 g SHEET NOTES - . 18"SD - 3 d 18"SD "8"SD - s' s • • , .1 3 .a A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 51.7f MA . \ NOTES. +56.73, 0.00' LIP( o + � 1 51.29 CL/GB - - - - - - - - - - - - - - - - - - - 51.69 CL . - - 52.09 CL 52.41 PC � .P " < i i B. SEE SHEET C2.6 FOR STREET LIGHT PLAN. 51.9f MAY +99.00, 0.00' +00.00, 0.00' +00.00, 0.00' +38.23, 14.50'R 3 �.4 o C. SEE SHEET C2.7 FOR TYPICAL ROADWAY STREET +56.73, 14.50'R JSEE DETAIL SHEET C2.7 I 52.26 .3 SECTIONS. 51.45 GB 52.69 PT/GB 0 °z 51.86 +00.00, 14.50'R D. SEE SHEET C3.0 - C3.2 FOR LOT GRADING. +99.00, 14.50'R /� +08.13, 14.50'R 1 o a 52.52 CL/PT o 52.48 PT/GB E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +08.13, 0.00' +08.13, 14.501 TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH J SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 0 N BLOCK 1 ALIGNMENT. Q u i G. SEE SHEETS C4.1 - C4.2 FOR STORM WATER PLANS. z BLOCK 1 s j � KEYNOTES SEE SHEET C2.2 FOR 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. CONTINUATION 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. W. SILVER LANE PLAN AND PROFILE 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Ln ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. � Z 0 30 60 90 0 3 6 9 4. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND Q W PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, O J J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' AND ACHD REQUIREMENTS. Z LL O z0 z � O = w o �n o :EQ w 2562 2562 0 Z O Q �2 mQ Cr CL 06 D - w o + cn z a 2559 0 II 2559 V' w w u 0 2 Q > Q QYQ N W M Y �U N m � W Ld Q� Z Q 2556 co N N w l 2556 - 0 ODC0 pOC w m Q� w ° CDW < � 0 W 0 FINISHED GROUND X 2553 2553 N M U 0.40% o . . . -1.0 % _ -- - - a z 0 2550 EXISTING GROUND 2550 a z o d 0 a a 2547 N 2547 0 0 N e-I z EXISTING GROUND CENTERLINE g 2544 FINISH GROUND CENTERLINE 2544 0 0 E N G I N E E R I N G co I�o}3o N N n N �0 9233 WEST STATE STREE T M N o oCV V) M LO FO u � ,) � p CNi L N 0 N BOISE,IDAHO 83714� Z 0 a 0 0 0 V) V) � L PHONE(208)639-6939 N N N N N C14C14C14 � N U) N � N LO 'n n N N N N N (V N N N N N kmengllp.com a 0 a DESIGN BY: RSP ti z 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 DRAWN BY: RSP g CHECKED BY: KPM a o DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a . 1 0 N a SHEET LEGEND pNAL fNC �ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE V\- �jGv 1.50% FINISHED GRADE SLOPE 10821 J, 1211120 0 �FG�gTF \�P A� ` OF - - GRADE BREAK �N P. MCC,P� BLOCKI -- ---- ---- SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 52.27 51.77 51.31 50.89 GB FOLLOWS: +50.00, 14.50'L +42.99, 14.50'L +27.24, 14.50'L 50.99 GB+50.00, 14.50'L a- I A g . ALu _ ROADWAY STATION FROM CENTERLINE O +50.00, 14.50L +00.00, 14.50'L Q CL - ROADWAY CENTERLINE N I i J 51.35 CL 50.79 ,m PC - POINT OF CURVATURE U ' 52.31 CL 51.81 CL v p +42.99, 0.00' 50.93 CL/GB +00.00, 14.501 PT - POINT OF TANGENCY +50.00, 0.00' +50.00, 0.00' un CAI ELE. - ELEVATION 050.52+27.24, 0.00' 'U L - STATION OFFSET LEFT LJ..11 N 77.6 CL/INT R - STATION OFFSET RIGHT ' TBC TOP BACK OF CURB 3 ° 3 ° ° uj RIM - RIM OF STRUCTURE- 3 LU LIP' 2 ° ° `° ° LIP OF GUTTER. 2 -'= MA MATCH EXISTING w 51 79 0 0 SW - SIDEWALK EP - EDGE OF PAVEMENT v) 0.50% 15+00 TBC N 16+00 - 17+00 - - 0 50.23 ' FL - FLOW LINE z (� 5 52 48 0.43�' 0.40% 18+00 N f I TBC 19+00 0.40% LJJ TOC - TOP OF CONCRETE 0 1 52 l0 1 .43% - - �- HP - HIGH POINT N 1 N N. VICENZA LN. �yh 1 51.03 CL/GB o s 50.61 ' CR - CURB RETURN w LJJ ' Ras, +50.00, 0.00' N TBC 1 I POC - POINT ON CURVE ~ Z 'LJJ INT - INTERSECTION 50 BC ° z PRC - POINT OF REVERSE CURVE 1 . ° w 3 �� 1 0.5 3 52.35 • ° = TBC 52.15 ` ° 508C SHEET NOTES U ' 17 52.57 ° TBC 4 ° 4 ° 50.83 CL ° = A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD Q 1 SW 52.39 I --- -- _ ' NOTES. SW > > ' ----� -7-�-� > > 51.20 GB +00.00, 0.00' U 51.87 , ' 52.58 51.52 PC -Gs„9 c-- ---as„a --(] „ Lei- SW ® > > > > > +50.00, 14.5O'R ti B. SEE SHEET C2.6 FOR STREET LIGHT PLAN. TBC <°,, � , ,+42.99, 14.50'R �------_ 51.00 'Q C. SEE SHEET C2.7 FOR TYPICAL ROADWAY STREET 52.44 7 I� '� � � � � +00.00, 14.50'R ° ° SW . 51.98 51.47 PT .ti° +50.00, 14.50'R A _ g _ _ _ _ 6 SECTIONS. �° +46.49, 18.00'R - � - -�- p � - - � - �51.12 PT 50.43 CL o 52.52 52.08 CL/INT > > °�° a +I31.99, 14.50'R +00.00, 0.00' D. SEE SHEET C3.0 - C3.2 FOR LOT GRADING. z SIN ° ti ° +95.63, 0.00' 50.60 52.48 e N 51.02 PC E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 52.48 SW SEE DETAIL SHEET C2.7 OHO" � I +28.49, 18.00'R ° J � � O" � +00.00, 14.50'R TOLERANCES WILL BE ALLOWED. +50.00, 14.50'R ° "�` 51.29 - p SEE SHEET C2.4 +46.49, 32.00'R M °° 50.87 F. ALL STATION AND OFFSET LABELING RELATED TO EACH N > > , +28.49, 32.00'R SEE SHEET C2.5 ° SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. �7 SEE DETAIL SHEET C2.7 L6 6 '° G. SEE SHEETS C4.1 - C4.2 FOR STORM WATER PLANS. 7> - BLOCK 1 7> - - KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD N . VICENZA L N . PLAN AND PROFILE SUPPLEMENTAL STANDARD DRAWING SD-702. 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER (V Ln 0 30 60 90 0 3 6 9 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 4. INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK PER Q W ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O J J 5. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD z ILL SUPPLEMENTAL STANDARD DRAWING SD-710C. z O 0 O 2 w o �n o � Q _ w z 2562 2562 C0 z Q � Q � z 0 J Ln w - Q + o Lu IV 2559 2559 p Q w + + U_ U) o + m � N II II Q ZON QM aM II z Q z 2556 N " Y Q � 0 2556 Q H J m m p N Z w II w II U o p > Q > II a Qw � J o " 2553 EXISTING GROUND Z w 2553 m d Z -0.50% 0 z -0.50% 0.4 - V 2550 2550 Z 0 d 0 a V FINISHED GROUND Cn N 2547 N 2547 0 N e-I Z a 3 a EXISTING GROUND CENTERLINE 0 2544 FINISH GROUND CENTERLINE 2544 E N G I N E E R I N G 9233 WEST STATE STREET 3 0 N N r> r> N > N N N N BOISE,IDAHO 83714 (0 (0 _ (0 r N N 0) 0 00 V) 0) a, r L a 0M 0) 0) O n M o 0) a> rnC5 op � (0 N PHONE 08)639693 9NN i in in i O O kmeng ponn n Ln n � n N n LO 0 0 � 0 n O �� N N � N N N � N � � N �N N N N N N N N N N N N N N N N N a DESIGN BY: RSP ti DRAWN BY: RSP g 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 CHECKED BY: KPM a 0 DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a 0 i a SHEET LEGEND 01AAL fNC �ELE. & DESCRIPTION FINISHED GRADE ELEVATION I/ ��•��/�/� �F10 STA., OFFSET SIDE U 1.50% FINISHED GRADE SLOPE 10821 J, 2212120 0 GRADE BREAK �F �9TF OF ��P� � � /N P MO�p,� -- ---- ---- SAWCUT LINE CIVIL ACRONYMS 4� ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS T T O FOLLOWS: > STA. - ROADWAY STATION FROM CENTERLINE z CL - ROADWAY CENTERLINE o Q PC - POINT OF CURVATURE T 49.39 °° Ln ~ w 49.02 GB /q PT - POINT OF TANGENCY T T +50.00, 14.50'L I Cl- 49.6t MA Z o I +43.11, 14.50'L +16.23, 14.50'L ELE. - ELEVATION 0 I L - STATION OFFSET LEFT 49.85 PT 1 a ,zI R - STATION OFFSET RIGHT +34.50, 14.50'L 49.43 CL c> 49.06 CL/GB 49.6t MA TBC - TOP BACK OF CURB - -icy- RIM - RIM OF STRUCTURE F- - - - - - - +50.00, 0.00' - - - � - - :Z3.1 1, 0.00' - +16.23, 0.00' LIP - LIP OF GUTTER NMA - MATCH EXISTING ---- --- -- - ------- � ° ° I SW - SIDEWALK ° ° p ° 3 N EP - EDGE OF PAVEMENT v) 3 ° ° p > 2 „e�-- 2 FL - FLOW LINE z �s p �®- --- -- - - -------J TOC - TOP OF CONCRETE 0 9 HP - HIGH POINT cn CR - CURB RETURN Lu Lu 0 0 40% f 21+00 22+00 0 76% f 23+00 �� POC - POINT ON CURVE �u ~ 0.40% INT - INTERSECTION i " 0.76g PRC - POINT OF REVERSE CURVE p� W. SUNNY COVE LN. N �O pa ,p �X N N 3g SHEET NOTES 1 1 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD r° r r> ° . > ° > 3 NOTES. .01 B. SEE SHEET C2.6 FOR STREET LIGHT PLAN. BLOCK 1 49.90 CL/PT 49.60 C. SEE SHEET C2.7 FOR TYPICAL ROADWAY STREET z +34.50, 0.00' +50.00, 14.50'R 49.23 GB as,a� SECTIONS. 50.13 PC 1 +43.1 1, 14.50'R 49.8f MA 0 +65.15, 14.50'L o N +16.26, 14.50'R D. SEE SHEET C3.0 - C3.2 FOR LOT GRADING. z z r 50.06 PT BLOCK 1 o w +34.50, 14.50'R u A E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO > TOLERANCES WILL BE ALLOWED. SEE DETAIL SHEET C2.7 BAINBRIDGE 4� 50.17 CL/PC I z F. ALL STATION AND OFFSET LABELING RELATED TO EACH +65.15, 0.00' 2.0% 2.0% SUBDIVISION NO. 11 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 50.34 PC ALIGNMENT. 3 3 +65.15, 14.50'R G. SEE SHEETS C4.1 - C4.2 FOR STORM WATER PLANS. s1 Qtj 2 SEE SHEET C2.2 FOR KEYNOTES CONTINUATION 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD W. SUNNY COVE L N . PLAN AND PROFILE SUPPLEMENTAL STANDARD DRAWING SD-702. 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER (V (n 0 30 60 90 0 3 6 9 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z Lu 4. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND Q J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, O J LL AND ACHD REQUIREMENTS. z O z0 zo O = w z Q � a > - LUa 2559 2559 m Z O Q Of z � M � > w O + N 2556 N 11 2556 0 Q F- - z 0 0) EE z W N Q � " m Z Q m w II Q O 2553 w II Q 2553 M EXISTING GROUND -j 0 c9 w 1. c� w 0 a a N _ _.. . ... ..... 2550 .. 2550 m - - - - - - - - - - - - - - - 6% z -o. - --. 0 a E D V O 2547 FINISHED GROUND 2547 Z 0 d N 0 Q N V 0 0 2544 2544 0 N e-I z a 3 EXISTING GROUND CENTERLINE a FINISH GROUND CENTERLINE 1(m 2541 2541 g E N G I N E E R I N G 9233 WEST STATE STREET oi M m 0) � BOISE,IDAHO 83714� O 0) 0) � Q o 0 O cO � PHONE(208)639 693 9 o of 0i 0i 0i 0i of 0i 0i of 0 � � � ,n � ,n � ,n LO � 0 � Ln � � � � � U) � � ,n � � kmengllp.com Q Ln V) 0 0 0 � �n u) Ln �n �n o 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 a DESIGN BY: RSP ti DRAWN BY: RSP z g 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 CHECKED BY: KPM a o DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a 0 i a SHEET LEGEND FSS\pNAL ,rF 01-�ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE U 1.50% FINISHED GRADE SLOPE 10821 ,n 1211120 0 GRADE BREAK �N OF MCC,P� v �e - - - - - - - - - - SAWCUT LINE 52.44 GB +69.50, 10.001 52.35 TBC Z d BLOCK 1 53.04 GB 52.57 SW Q +77.50, 20.001 Q +06.06, 10.001 +64.50, 18.001 z CIVIL ACRONYMS LU U 7� j I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: z 51.87 TBC 52.73 PC +77.50, 10.001 STA. - ROADWAY STATION FROM CENTERLINE 51.5f MA 52.49 a +56.50, 10.00'L CL - ROADWAY CENTERLINE +50.00, 10.00'L +50.00, 10.00'L 52.48 CL/GB o I 3� PC - POINT OF CURVATURE o s +64.50, 0.00'L PT - POINT OF TANGENCY ~ 52.08 CL/INT ELE. - ELEVATION L - STATION OFFSET LEFT �cA +92.001 0.00' R - STATION OFFSET RIGHT o TBC - TOP BACK OF CURB z RIM - RIM OF STRUCTURE 0 LIP - LIP OF GUTTER 10+00 f , 0 r s 1 °0.98% , • 1°1 1+00`o ° s ° s a12+00 °0 6 s s ° s d MA - MATCH EXISTING - - - - °I- - 16 ° BLOCK 1 SW - SIDEWALK z - EP EDGE OF PAVEMENT cn < N } ° 41 s ° ms s s G % s° °s s ° 2 d 52.46 GB FL - FLOW LINE z z I ° 52.46 , 0.00' TOC - TOP OF CONCRETE 0_ 52.53 CL/GB HP - HIGH POINT cn 51.79 TBC CR - CURB RETURN w � �511.3± MA 52.29 CL +56.50, 0.00' _ 52.84 CL/GB o ° +77.50, 10.00'R POC - POINT ON CURVE +50.00, 0.00' +50.00, 0.00' 52.66 PC q� � +06.06, 0.00' +56.50, 1000'R �" SEE SHEET C2.2 INT - INTERSECTION PRC - POINT OF REVERSE CURVE BAINBRIDGE 52.49 52.59 GB SUBDIVISION NO. 11 q +5000M10.00'R +50.00, 10.00'R 53.04 GB +64.00, 10.00'R SHEET NOTES +06.06, 10.00'R s 52.15 TBC +77.50, 20.00'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. 6 s B. SEE SHEET C2.6 FOR STREET LIGHT PLAN. M 52.48 GB SEE DETAIL SHEET C2.7 52.39 SW 1 +69.50, 10.00'R C. SEE SHEET C2.7 FOR TYPICAL ROADWAY STREET +64.50, 18.00'R I SECTIONS. o J BLOCK 1 z D. SEE SHEET C3.0 - C3.2 FOR LOT GRADING. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.1 - C4.2 FOR STORM WATER PLANS. NORTH ALLEY PLAN AND PROFILE KEYNOTES # 0 30 60 90 0 3 6 9 O 1. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SUPPLEMENTAL STANDARD DRAWING SD-710C. 2. PROVIDE TRANSITION FROM REVERSE CROWN ALLEY SECTION TO BACK OF SIDEWALK TO PROVIDE POSITIVE DRAINAGE TO N. VICENZA LN. (V Ln 3. FINISHED GROUND PROFILE REVERSE CROWN TO z TRANSITION TO BACK OF WALK. Q 4. FINISHED GROUND PROFILE TO ESTABLISH EDGES OF O J W 2565 2565 ALLEYWAY. z CL J LL zp zof O = w � o 2 � 2562 2562 - w Q oz oQ In � w 2559 0 Q 2559 w o N Co Ur W Q II Q,`O 2 o 0 Q Ld N M CDN u') w II `�' m Q O 2556 r N �� " 2556 Z_ Q w II � Q O < � w CID (D ``' FINISHED GROUND 3 2553 2553 ° 0.98% i 0 2550 2550 a a m x N N a EXISTING GROUND 0 2547 2547 0 0 0 N Z EXISTING GROUND CENTERLINE s 2544 FFINISH GROUND CENTERLINE 2544 a g ,� ,,� N 0 0 0 0) rn N 0 0) � 0 00 It � ,n E N G I N E E R I N G . 0 rn � It . � cD �n . o C� c j C j �i LO 04 � C i 9233 WEST STATE STREET N N N N N 'n 04 0 � 'n � 0 CA 'n CA `n BOISE, IDAHO 83714 o N LO � � � LO a N N N N N N CV N (V N N N N N N PHONE(208)639 6939 o kmengllp.com a 0 a 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 DESIGN BY: RSP DRAWN BY: RSP g CHECKED BY: KPM a o DATE: 12/1/20 PROJECT: 20-145 SHEET NO. s V O i 2 SHEET LEGEND pNAL fNC i �ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 10821 J) 1211120 0 �FG�gTF P � OF GRADE BREAK �N P. MCCP� R .. ° -- ---- ---- SAWCUT LINE S z 9 J Q g ° w CIVIL ACRONYMS 50.77 TBC v1 . ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +77.50, 20.001 s > FOLLOWS: z STA. - ROADWAY STATION FROM CENTERLINE I SEE SHEET C2.2 CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE wM PT - POINT OF TANGENCY BAI N BRI DG E I 50.92 CL/GB LLE ELEVATION- STATION OFFSET LEFT SUBDIVISION NO. 11 +64.50, 0.00' R - STATION OFFSET RIGHT t TBC - TOP BACK OF CURB 50.0t MA -150.99 SW RIM - RIM OF STRUCTURE Q 50.51 0 LIP - LIP OF GUTTER ,� +50.00, 10.00'L +50.00, 10.00'L I +64.50, 18.00'L p MA - MATCH EXISTING Z 51.08 PC 50.31 TBC SW - SIDEWALK � EP - EDGE OF PAVEMENT N p +56.50, 10.00'L �' +77.50, 10.00'L z •o FL - FLOW LINE o R ' R TOC - TOP OF CONCRETE 0 PE s HP - HIGH POINT cn s CR - CURB RETURN uj - ��D 10+00 0.537. ;s 11AO0 s , s ° ° ° ° ° ° 1° <1° 012+00 ° ° <° 4s SP ° 1 POC - POINT ON CURVE w ~ • -; r� �i ° ° ° 0. 3%" INT - INTERSECTION S , I° PRC - POINT OF REVERSE CURVE s ° s s° SHEET NOTES 4 49.8f MA 50.31 CL A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +50.00, 0.00' +50.00, 0.00' 51.08 PC o NOTES. +56.50, 10.00'R �� I 50.52 CL/INT B. SEE SHEET C2.6 FOR STREET LIGHT PLAN. 50.0t MA 50.51 a +92.00, 0.00'L +50.00, 10.00'R 50.85 SW +50.00, 10.00'R +64.50, 18.00'R C. SEE SHEET C2.7 FOR TYPICAL ROADWAY STREET SECTIONS. 0 D. SEE SHEET C3.0 - C3.2 FOR LOT GRADING. Z p 5� 50.23 TBC E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 'A D I +77.50, 10.00'R 4 TOLERANCES WILL BE ALLOWED. SEE DETAIL SHEET C2.7 F. ALL STATION AND OFFSET LABELING RELATED TO EACH s 50.61 TBC SPOT ALIGNMENT. ELEVATIONS ARE REFERENCED TO THE ROAD +77.50, 20.00'R 12 SD °; G. SEE SHEETS C4.1 - C4.2 FOR STORM WATER PLANS. KEYNOTES Qtj 1. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-710C. SOUTH ALLEY PLAN AND PROFILE 0 30 60 90 0 3 6 9 N U0 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z O J w z a. J ILL zo z ° O = Lu G 0 2562 2562 p w z � > z C0 z O a � o � Lu 2559 2559 - Lu -j o w DC - 0 w Q N C) � � Z) 2556 II o 2556 z p O N Q LdN II m O mLl w II w 2553 2553 a m X N N FINISHED GROU14D Z . 0 E 2550 -0_53% - - - - - - - - - - 2550 o EXISTING GROUND 0 a z a 2547 2547 0 a 0 0 EXISTING GROUND CENTERLINE 2544 FINISH GROUND CENTERLINE 2544 3 co a CO 00 O> 0) O N N It N M L00 00 � r7 O) 0) 0) 0i aiai � Ci � o 0o � o � o � o 0o E N G I N E E R I N G It � V) V) V) V) L LO Ln uO L LO LO LO Cq LO LO LO LO LO LO LO LO 0 V) 9233 WEST STATE STREET N N N N N N N N N N N N N N N N N N N N N 0 BOISE,IDAHO 83714 a PHONE(208)639-6939 o kmengllp.com 0 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 DESIGN BY: RSP ti DRAWN BY: RSP z g CHECKED BY: KPM a 0 DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a .5 0 N a .. Y, f , :,• ,. r. SHEET NOTES • f 'f.. , : f• ..f : ,f Y • !. •, •, • f ♦ • • . • , • r f •. . , r , . •, . {. f — — — — — — — — — — — — — — — — — — — — — — _ _ •f i ✓ •✓ •✓ 0w w• w, ✓ f• ✓r f✓ ✓' ✓s ✓; r'�.f f, •✓ '✓' •w. :.✓, r,: ✓f ,r ✓ ✓• w ✓ ✓ ✓ - - - - - - - ` 'r•• p OL CITY OF MERIDIAN STREET LIGHT NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �S 01AAAL rNCi w f CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION W W W W w W W W w w W W W W W W w W W W w w W w w 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY V UV I ( tom f THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL CONFLICTS EXIST. 6"PI w W W W W W W W W W W w w w w ELECTRIC CODE. OHZ 6"PI 6"PI "PI 6"PI 6"PI 6"PI 6"PI 6" 6"PI 6"PI "6PI 6 �1 6e ' 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE B. THE MAXIMUM SPACING FOR TYPE II FIXTURES ALONG LOCAL ROADS 33 FT OR LESS IS 260'. pj 1211120 0 s"PI 6"PI 6"PI 6"PI 6"PI 6"PI BLOCK 1 ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT ( ) �� q% QZ` A� AND REQUEST INSPECTIONS. F \� 2 C. THE MAXIMUM SPACING FOR TYPE I FIXTURES ALONG O li f 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, 5—LANE RESIDENTIAL MOBILITY ARTERIALS IS 300' �N p MCCP� �r f AND FOR THE POLE AND ASSOCIATED WIRING. STAGGERED. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND W W w w w W W W W W W 2' MIN. FROM WATER METERS. D. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT CITY OF MERIDIAN. 1 DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD E. SERVICE — ALL STREET LIGHTS SHALL HAVE COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE W W W W W W W LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL w W W W w w w UTILITY AND PAVEMENT CROSSINGS. 6°PI 6"PI � � � � w F. METERING — CONTRACTOR SHALL COORDINATE METER a a' �� LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. � J � e i f W. SILVER RIVER LN. WHERE A METERED SYSTEM IS REQUIRED, NEW " ew 1,w, s 8"s 8"s 8"J 8"s a"s a"s s" 8"s� W W DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. ow ss 3 W W 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH \�� END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE as 5 W W ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY 8"w a"w 8„ ° f f e HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL 00 — — — — — — ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS — WHEN THE ADJACENT PROPERTY IS DEVELOPED. ul 53976C S w z 53977C00 LEGEND Lu 3 ro wLu s BLOCK 1 f 3 INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE w s IN ACCORDANCE WITH THE CITY OF MERIDIAN, DEPARTMENT OF PUBLIC WORKS IMPROVEMENT 3 r "PI 4 I STANDARDS FOR STREET LIGHTING, AND THE MOST CURRENT CITY OF MERIDIAN SUPPLEMENTAL .Y . I. f- .. f .f oo 1200 "SD s s �•$ 7 { f$•• f f $++5: '8"S3 S SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 'f f f• 4 ♦f .•f- . 'f S. •, W W _00S_ 3 STREET LIGHT POLES SHALL BE ROUND STEEL 00 �_ POWDER—COATED BLACK PER THE CITY OF MERIDIAN 3 a0 SUPPLEMENTAL SPECIFICATIONS DRAWING T1. °0 w CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING co HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO 3 INSTALLATION. LUMINAIRES SHALL BE LED FIXTURES w r s THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR STREET LIGHTING), co UN OR HAVE BEEN PRE—APPROVED IN WRITING BY THE Q CITY'S TRANSPORTATION AND UTILITY COORDINATOR. cc 00 00 O1 INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE W n z w w m a0 J IN ACCORDANCE WITH THE CITY OF MERIDIAN, OF PUBLIC ORKS I Zn 00 f . r N s DEPARTMENT wZ STANDARDS FOR STREET L/IGHTNGMANDV THE NMOST .v .v ✓ ✓ �✓ w ✓ w w•W r w .v .v .v PI �� w w w w LL'3 CURRENT CITY OF MERIDIAN SUPPLEMENTAL r �— N� W U�0 W W SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 53975C — —ems s S � z 2 STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE w 6 — r 00 POLYESTER COATING AND CONFORM TO THE /7-_- SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE 53974C e� w W W W I 00 s �3 w w w LED FIXTURES THAT ARE ON THE APPROVED FIXTURE 00 - U) ® /W W w w W ® °i W W LIST (SEE APPROVED LED FIXTURE LIST FOR STREET 00 - z w w w W W W W I W � W W LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING �� 00 BLOCK 1 BY THE CITY'S TRANSPORTATION AND UTILITY 6 W W W L�6 w w W W W COORDINATOR. N co 00 Q a f° I S EXISTING TYPE 1 STREET LIGHT00 12 SD z r I o J 5 s s 8 s S } W W 4 PI 4 PI 4 PI P 4 EXISTING TYPE 2 STREET LIGHT z 4' I PI� � � �, �, �, �, w I �, 2" D 3 z0 S��S� -�� s} s W PI �� y w � W w w Q clics �✓ �✓ �%. w �✓ s W f W W w w L u N� f \ I— N 00 Q z\ / w w o (D 3 m oC J °° I s cos Q (� M w w w w w oo — no LLJ 3 w '00 00 N 53973C j S W 0 2 Q J M f 4••PI W Q 00 00 C � ,• • , , j •r •f, • , �f f,. •f N — 12"SD 1 "SD •S 6 = '8) as f B,S r 5 00 53972C f f f S m 00 Sn00 bo a S rn X N 00 N 40 d N N S Z O d F r m Pw w E N 00 D 01) u � 3 � -71w w o 00 00 z53971C N f r. .f. r S v _ 00 8" 8„ 8„W 8"w 8' 8„W 8" 8"w 8"w 8"w S W � ° 8"w W. SUNNY COVE LN. U � 5 W W o a"S s 8''S 18"S "S 8"S 8'S 8"S "S 8"S 8"S S —8•w 3 3 3 Q 8"S s"w $"5 00 00 ---- ------ -- ti —� — 8 w S 12 6"PI 53970CcoF6"Pl w N E N G I N E E R I N G o 0 9233 WEST STATE STREET i V) BOISE,IDAHO 83714 PHONE(208)639-6939 kmengllp.com FL BLOCK 1 DESIGN BY: RSP 00" 00 DRAWN BY: RSP N100 W W W W W W W z 8"PI 8"PI 8"PI 8"PI 8"PI 8" I 8""PI 8"PI 8"PI "PI 8"PI 8"PI EPP g a"PI CHECKED BY: KPM O 8' DATE: 12/1/20 g'P� + + + PROJECT: 20-145 On o T Tom— T�—JT.��JT JT— J w w w w w w w w w w w SHEET NO. ^/ a C2.6 0 N a SS\ONAL Ir U\- 10821 ,p 1211/20 0 �FG�gTF OF \IjP`A� 56' RIGHT-OF-WAY �N P. mrcl � 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 14.5' CL-TBC 14.5' CL-TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 1' LANDING, ROLLED\\\\\ \\/\\/\\/\\/\\/ \\/\\/\\/\\ \ \/\\/\\/\\/\\ \\\\\\\\ \ 3 ROLLED CURB TYP. /�/�/�/�/\ /\�/\/�\//\// \ \/\/�/�/� �i AND GUTTER. 6" VERTICAL CURB 2.5" ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 AND GUTTER. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 14" OF 6" MINUS PIT-RUN SUBBASE A-A: TYPICAL LOCAL STREET SECTION (W. SUNNY COVE LN./N. VICENZA LN./W. SILVER RIVER LN.) SCALE: NTS ul' z O uj > uj W oc — 56' RIGHT-OF-WAY z 0.5' 5' SIDEWALK 32' CL-TBC 14.5' CL-TBC 8' PLANTER 5' SIDEWALK /\/\\ \\ \ \ \ \ / \ \ \ \ \ \ \ \/\\\/\ \�\ X / \ �\/�\/�\/\ \ \\ \\ \\ \ \ \/�\/�\/�\/i\ \\/�\ AND OGLLED UTTER.CURB 6" VERTICAL CURB 2.5" ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 AND GUTTER. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 14" OF 6" MINUS PIT-RUN SUBBASE (V Ln � z O J z a. 6-13: TYPICAL LOCAL STREET SECTION (N. VICENZA LN. PARKING AREA) z O z SCALE: NTS O = W cn 0 : z _ w O > u co O Lu Q a � o ICI p[ w 2 Q m M 20' P/L TO P/L z Q a Q O m 10' 10' co m Z 0 a z w 1' LANDING a 5" PORTLAND CEMENT CONCRETE u 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE a 0 0 ti N c-1 C-C: TYPICAL ALLEY (PRIVATE) a a NTS O C7 w F H Z E N G I N E E R I N G 0 9233 WEST STATE STREET BOISE,IDAHO 83714 a PHONE(208)639-6939 o kmengllp.com a 0 a DESIGN BY: RSP ti DRAWN BY: RSP z g CHECKED BY: KPM a o DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a 7 0 N a r �— — — —_— = — — —" GRADING LEGEND _ — — -W. CHIN DEN BLVD./HIGHWAY 20/26= _—__ ✓ — _ _- 42.50 T_—_ SS�ONAL FINISHED GRADE ELEVATION �— — _ 554— — 10821 255 "-� �' W / FINISHED GRADE SLOPE 4 5 2557— }— _ w �: — ' — — + .• ll,�� gT12/1/20 Pao - � • w w o 2558-2559 `2�5, 2560� �� F� F OF 2960 2561 , �2562 I / / / 2626 —�� FINISHED GRADE CONTOUR =2554— — 2559 2561 2560 P. mcl � ® • 2560 I \ —2645— — EXISTING GRADE CONTOUR N I N 2S6. � GRADE BREAK N j255i I I I o I '111 � 2 2559 I \1 N I �2561 IIN \ \ CIVIL ACRONYMS Lu SS I 2558 _2555 �S ��h \ ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS o ® � \ 2552 I `• S6\ I � � FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE II PC - POINT OF CURVATURE o $' W. SILVER RIVER LN. ° / / PT - POINT OF TANGENCY • �`SA g+ ` p I S I`2S0 I ELE. _ ELEVATION 9 \ , p L STATION OFFSET LEFT �% \ C 2552 r / �c�5 R - STATION OFFSET RIGHT 1 — — — \ 1 TBC - TOP BACK OF CURB 1 c I LIP - LIP OF GUTTER N I I / SW - SIDEWALK z L 41 I I TOC _ TOP OF CONCRETE O cv fi I 4 I 2SS� $ $Ln $ 7 7 7 7 I FG FINISH GRADE Lu � --- - - - - - - - _ - - - - - W / I I 2552 J SHEET NOTES - 3 = A. SEE SHEET C1.1 FOR GRADING NOTES. I L l B. SEE SHEETS C2.1-C2.7 FOR ROADWAY \ `r D IMPROVEMENT PLANS. C. SEE SHEET C2.7 FOR TYPICAL ROAD SECTION. 1 / I w I11 � � \ 1 � W �2ss 2SS2 '• z � w I� � I I � � I I �s� \ L �N 1 1 I o / 0 _ z I \ 1 1 WW� ill II I I � wWWWW � I I 0) ll 1 0 3 Lo Nn � toLo I J \ ® I � Ill "I� IL ) _ / I �� IIIII II 2554 —� 1 �W II 2556 — 1_ z ? 6 I I I J 2556 z BAINBRIDGE z WWWWW WWWWWw`� wW W 11 I R V� O w w m SUBDIVISION NO. 11 N - - Z z 40 N 1 • I I ll�l I ,�5�� — Q I 6 z I CA: Co z o III 4 . w � I Lo to ,25g9 \ I 1 r Sss_ w N Of N I W � III ° Lu 11 ' 1 0 5 2550 4 1W III I I COSTCO Co �Co /S ��6 I z N I I W I{I J 2550 Co I� Lf w I I I i � � �III� I I o I 41 �I w I I W. SUNNY COVE LN. Cl.. ° X m % WE �I I I wI I I I I g WIz o � I \ IW w � � III � 0) N w � \ CP, Q N Ln I tD x�� o N ij I l rn1111 �� ___ =2557-_— _— \ Lo N ,R 554— = 2556_ 2y /.i � :.n �� — — — — — — _255� s� w � 255 Lo \ :255�a w W w W 0 E N G I N E E R I N G W. LOST RAPIDS DR. ` ` •` � � � � � � S 9233 WEST STATE STREET 0 sue, w w � 2550• ,• O �-- } �, �, �, \ BOISE,IDAHO 83714 PHONE(208)639 6939 z — — — W kmengllp.com — © _ 3 \\�\ �\ \ DESIGN BY: RSP I - O _ ®® �� \ DRAWN BY: RSP g CHECKED BY: KPM a o DATE: 12/1/20 OVERALL LOT GRADING PLAN PROJECT: 20 145 g SHEET NO. 0 60 120 180 a a Plan Scale: 1" = 60' C3.0 0 N a EP EP EP EP EP EP EP EP EP -EP- EJI- -E GRADING LEGEND W. CHINDEN BLVD./HIGHWAY 20/26 / �42.50 FINISHED GRADE ELEVATION I` V\- /�FQ 10821 2553 , v l FINISHED GRADE SLOPE �,� 1211120 �o 1 1 �FG qTF OF \Q P `Al -�1 I 2626 -�� FINISHED GRADE CONTOUR /N P MCC, -2553- - - �/\,/ Mkf 57.59 7 '� -2645- EXISTING GRADE CONTOUR -f MAt-2554- �.• �s ' • tv % , . \ � � `\ � � �• .\I% ° � 57.69 _ - •�' f �% �. '� 'ems • .�• s• �s 1�. �' �: ,1�• s• �.r f, ��• '�• • •�. ;.�, s \ �' t . .( �; �' �• t• SW \ \ \ GRADE BREAK -2555 2556 • ° '� .f • / s• 2556=_-_2557- - 2558 255� 2557 25\58 56b 1 2558 - - -2559- '�' 25 9 v im 59 i i l C -2560- - - 256 256��61 SW 95 f 54 25' 2561 C2562 256 �' .2559 = 54•95 ,. ' �� 2 \ I CIVIL ACRONYMS -2558- 55.58 - 56.21- 561 56.84 57.47 _ 2557 2560- TW T 58.00 58 4 2562 25 3 w TW - "2559 TW �9.37 60.v60 2564 �c3� �• 58.98 I ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS a -2555- - 2556 N 2558 �, Tw 2561 / \' TW o 2 57 255 �i 2560 � TW `r' 59.6� 59.00 'i �i N ` �'��• I I FOLLOWS: \ 2 'n T��fT9 00_ TW 5P TW Now I STA. _ ROADWAY STATION FROM CENTERLINE 51.36 51.01 52.08 5 27 56.20 ��cV CD 1 59.00 I I / CL ROADWAY CENTERLINE 51.33 FG FG 51.16 \ 51.53 52.00 52.03 FG T9 FG 2Ss31 N I TW PC - POINT OF CURVATURE \\ \ FG FG 51.34 FG FG•73 FG FG 2 • 2 PT - POINT OF TANGENCY FG ELE. - ELEVATION \I ,:Ids 2 10 1,1 ,4f i •� S N.16 V I L - STATION OFFSET LEFT I SS2 I 1 ° f I I I I R - STATION OFFSET RIGHT I w v, � SS> TBC - TOP BACK OF CURB \ I t 40 ° I LIP - LIP OF GUTTER N L 0 1 6' \I I I I SW - TOP OALK z F CONCRETE O LQ h `n I N 01 ry ° r� TW 00 1 ('�'-56.81 \ I FG - FINISH GRADE v1 LO I Lu `� � �J� � 56�10 I w � 55. �FG SW SHEET NOTES oc - 5.5:1 FG "� �i SW I I I 54.52 34'7 588 �� I A. SEE SHEET C1.1 FOR GRADING NOTES. BLOCK 1 I SW SW I 51.99 � � i � `i' B. SEE SHEETS C2.0-C2.7 FOR ROADWAY \ FG 25Q1 \ \ IMPROVEMENT PLANS. 51.16 51.35 51.54 51.73 \ I 6.0: � 25b0 � � FG FG FG ,n 2559 I C. SEE SHEET C2.7 FOR TYPICAL ROAD SECTION. 51.65 FG \ 52.40 'n 2558 \ / \ I 51.89 51.00 51.65 51.84 52.23 I N 2557 o I MAt 51.86 MAt 2556-6 MAt 51.50 FG GB GB 52.03 GB GB 2 I I SS \ 51.50 GB 53.46 255� 6 GB SW 51.65 51.84 52.03 52.23 S.42 ISW , .° 2554 I I KEYNOTES SW SW SW SW I \ ) 52.58 I / 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. z i . ° e SW I / 2552 2. RETAINING WALL TO BE DESIGNED BY OTHERS. O e I / COORDINATE DESIGN AND MATERIALS WITH OWNER. i ° �, 2.9: 3. •1 I I 51.67 MA± 51.28 51.42 51.61 52.00 2 / p4 MAf TBC 51.47 TBC TBC 5 TBC TBC 52.19 1 I I $ 51.60 51.76 TBC 52.08 I / W. SILVER RIVER LN. 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I I I I 'n I SS > BLOCK 1 1 50.96 TBC SW 51.37 51.37 MAt I N \ N z GB GB I I N 50.72 50.86 50.90 °II FG I �I I I I I N I f z I 2SS� 50.81 GB GB e N N a N 1 SW 22 GB 77 GB 51.40 51.96 °.�I E SW27 51.31 51.36 SW I BLOCK 1 SW SW ^� a N I I I I I p I II S MAt � �• �• �� 51.41 G6 63 I MA 89/ 1 �`n \ 51.63 I 51.13 �n N \ SW 51.13 GB I I N I I I o w i A/ TBC 50.95 1° FG I o MAf / q O \k I I s - °sco °sco s I I I I III I cn I I z 1 I 50.74 � Ei I MAf ° \k w w ® � s • 3 \k �-' 2.1 I - 2551 I I A/ A A/ � 51.17 ® e GB 40 I MA u ' • � A A/ � TBC FG; 50 GB I I I I I N92�3�3 wE T SETA�E SRTREEN G s I I I I o Sj I I BOISE,IDAHO 83714 7 PHONE(208)639 6939 o ® I I \ 'v 'v � «77� \, \k I I I I I I I I kmengllp.com a I \ I ; • I 51.40 I I a I �� ° I '� ` . I SW I 1 I I f I I I I I I I DESIGN BY: RSP ti DRAWN BY: RSP z g CHECKED BY: KPM a o DATE: 12/1/20 LOT GRADING NORTH LOTS PROJECT: 20 145 g SHEET NO. 0 30 60 90 a a Plan Scale: 1" = 30' C3. 1 0 N a GRADING LEGEND 50.53 50.94 s° I ,r I I I I �`/ S�0NAL fN \ N e N 50. 3 I 1 I , I I I I I I \ / -255 F,S C MAf SW i � � � � ,s � J J q0 87 / J, I 2.70 I �42.50 FINISHED GRADE ELEVATION I I TB`CTBC 1 51.16 I 50.GB I Af I I I I I U s � �, �, � � �, � .� ,I �,� ' ° � SW 1.50� 10821 7s\ :�� 4 v �50.87 s `� I I I I FINISHED GRADE SLOPE �, 1211120 0 I sW o I N I I I I 'fT�r OF �pP� Al 50.66 curl 1�1 h CO I ��2626 -�� FINISHED GRADE CONTOUR GjN Pt�� 1 N A � �= - v) 51.15 FG 1 �, <v I P. MCC 40 GB I �6'6� �� ' �� I ' -2645� EXISTING GRADE CONTOUR 50.32 5074 N a 52 MA t 50.55 50.68 SW 51.12Nj, 50.92 3� 1 At / "� / �' SW Sin/ �i O �i TBC cn M N 50.68 ssco I TBC 50.65 50.26 �50.61 SW 50vJ5 a GB SW SW 51.3651.15GRADE BREAK �?l SW I �� • s .� s� ° a Q I � � / z I 1 1 38( w 150.65 I / CIVIL ACRONYMS U N 50.04 50.11 50.18 51.32 �cS� > 51.14 FG I I ,/ / 1 Lu GB GB GB 50.24 SW z GB I I ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS o GB1 . ° I 0 50.46 52.62I FOLLOWS: e Io L GB MA± I�I / I STA. - ROADWAY STATION FROM CENTERLINE BLOCK 1 50 g� `� 50.96 / CL _ ROADWAY CENTERLINE I I I 255 PC PT - POINT OF TANGENCY POINT OF E II / ELE. - ELEVATION 38l 1 @6 ° N a I �� I I L - STATION OFFSET LEFT I I R - STATION OFFSET RIGHT BLOCKI TBC - TOP BACK OF CURB O 50.461 / LIP - LIP OF GUTTER h 49 GB Cp 50.12 50.34 ° FG I I i I I I /25�6� T C - TOP OALK z F CONCRETE O cr Gg GB I GB 50.27 52.64' / 49.68 50 39 TBC 7 1 GB GB I M I I FG - FINISH GRADE Lu O SQ9\ 50.1 o GB FG 50.61 50.8E 50.5 7V 50.54 I I 50.77 W 77 I I I I I I I SHEET NOTES tz> � FG TBC I I I I 49.98 I I I z MAt I I I I I II A. SEE SHEET C1.1 FOR GRADING NOTES. Q < S �I/ `n C ! • s s. •f• 1< • s ' . ° .°1 s I �' I I I B. SEE SHEETS C2.1-C2.7 FOR ROADWAY z 49.48 4MAt ® <; OS °1 9.98 50.36" i .t ° " , `1° . <s' ° , f° • .°1 s IV15 50.27 N I 1 I I 1 IMPROVEMENT PLANS. MAt ^ -f• FG f. •r� s ° e-A, s° < < IFG 1 I I I 1 ' • "s . , • < s ° < ° ° e 1 I I I C. SEE SHEET C2.7 FOR TYPICAL ROAD SECTION. S . S° 6 \ ' 49.98 TBC 1 GB 4� 50.GB 1 I I I I FG 5M7 I I \ MAt I KEYNOTES I \ I FG.15 49.88 50.57 50.81 50.90 N \ I I I ?SS6 49.48\ GB FG FG SW 50.57 I I I o I / GB \ 2 49.67 BLOCK 1 50.35 a SW \ III I I 1 1. RETAINING WALL TO BE DESIGNED BY OTHERS. z � Ss�` GB 50.31 TBC I I I I COORDINATE DESIGN AND MATERIALS WITH OWNER. L J I �v GB.09 GB r, I 50.07 \ I I I I I II II \ 2 `ScS' \ 50.57 FG 0 5 50.57 GB \ I I I I Il J I SW 50.34 50.15 52.47 I I I 1 48.98 49.14 49.30 49.79 TBC TBC MAt I I I I FG 49.62 \ 49.94 1 I I I 49.21 FG FG 49.46 FG s 50.38 I 'lip FG 49.48 49.64� 49.96 FG FG 50.29 SW GBN 1 5MA± 49.71 I I I MAt SW 49.71 GB 49.64 GB \ SW GB p GB -r9.48 SW 49.80 49.96 50.12 50.29 < ® SW 49.80 GB 50.12 GB SW 49.93 49.79 Mgf 49.26 SW 49.42 GB SW FG I I TBC TBC - - a< 50.38 I I I I I I 1 ° GB s " , 1 s 50.04 I TBC I 49.G66 50.27 I I 1 s °• N�rSW 52.00 2549 49.58 49.74 49 B� I 50 BC 49.97 50.26 MAf g 49.58 49.48 W. SUNNY COVE LN. TBC TBC TBC I I O 49.81 I � I / MAf TBC 49.07 49.38 49.76 49.77 MAt Rsco TBC 49.118 TBC 49 BC TBC I 49.92 TBC I i 149.77 4/ z MAt • 50.20 FG I I I I z z _ 2549 GB I I o Q o " • < ° I I I = / - -- --=--= L ------ 50.20 FG 52.00 I 0 1 49.44 SW I I 49.70 MAf I I > - (D Z) 49.67 49.30 _ _ _ _ � _ 49.80 49.99 J 50.14 I I GB I I I I I I I 1 Q z 0 49.67 GB GB 49.3U 49.41 - � 49.60 SW �9T8 - -S-W 49.97 50.14 1 I I I z - (/') ® SW GB SW GB GB GB SW GB I I I I i I I L m Q Z p SW 48.80 SW 48.91 / \ 49.20 FG FG 49.10 49.49 49.64 I N - \ \ FG FG 49.30 FG FG I \ rn FG I I� I I I (n 0 M I I..I..I - 1 N --2555 V' I w / I I I I M � O � �s 4 p 4 � �, 2�59 tj 5 44 44 � I I Co \ � � z / \ Q S8 �SS9 � s� Co � p 49.7� cP o 48.91 49.10 49.30 � 49.77 49.17 48.80 FG FG 49.49 \ FG FG FG FG FG �i� 2S 6. 4.0:1 v 4.0:1 S,S% SS t - z ti - - a =4 \1 -mot-�i, -� - 550� V vt 2.39 w - Tw 49.64 Ssco 51.75 1.75 � 51.96 52.17 52.39 '2 55 2�2551�T� _ v/ w t/ v v - - TWW 52.6\6 FG MAt M � 51.90 TW 52.16 52.37 TW 521r 8 MAt MAf 52.40 TW w YA± MAt 52.241.75 .1 s • MAt 4/ 51 vA7 UW / -Q- 1 MAt ' 255 s 51.96 9 a A/ \k A/ � o -�- �_ TW 2552- a 2552 �51.78 o - 51.58�4 2S N s MA# � MAt SS s '1 2553 < 1° O W. LOST RAPIDS DR. Z s 3 O / \ �G y / Os 25� �� T E N G I N E E R I N G 9233 WEST STATE STREET BOISE,IDAHO 83714 - - \S3 PHONE(208)639-6939 a I - 3 . • 2SSS S � kmengllp.com O _ DESIGN BY: RSP 255r� p ?SS3\ \ \ \ DRAWN BY: RSP g CHECKED BY: KPM a o DATE: 12/1/20 LOT GRADING SOUTH LOTS PROJECT: 20 145 g SHEET NO. 0 30 60 90 a a Plan Scale: 1" = 30' C3.2 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �SS��NAL fNCi NOTES. B. SEE SHEETS C4.2 FOR STORM WATER DETAILS. C. GROUNDWATER ELEVATIONS ARE DETERMINED FROM "2020 10821 MID-SEASON GROUNDWATER REPORT-BAINBRIDGE PHASE T12/1I20 P 11" PREPARED BY NRS, DATED JULY 6, 2020. THE DESIGN INFILTRATION RATES ARE BASED ON THE "LIMITED FG F OF GEOTECHNICAL ENGINEERING REPORT - BAINBRIDGE �N p MCC, SUBDIVISION NO. 11" PREPARED BY MTI, DATED JANUARY 3, 2020. D. PROVIDE WATER-TIGHT SEALS AT PIPING ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, AND MANHOLES. E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF ROW OR WHERE COVER IS GREATER THAN 2 FEET THE STORM PIPE SHALL BE ADS N-12 HP PIPE OR APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN 1u LESS THAN 5-FEET OF SEPARATION BETWEEN STRUCTURES. 0 F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. a STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC w I / RATED LIDS UNLESS OTHERWISE SPECIFIED. G. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS FOR STORM WATER DISCHARGE 3 ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES COSTCO IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP PLAN PREPARED FOR THIS SITE, REGULAR SITE z INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE 3 / SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN - / C9 THE NPDES GENERAL PERMIT. a > w Lu H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ~ ENGINEER AND ACHD. a I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM w DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER - PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH > > SECTION 8018 OF THE ACHD DEVELOPMENT POLICY a - - - > > MANUAL AND ISPWC SD-623. ul 3 J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, - - INLET #3� - - - - -s"Pi s"PI "PI THE CONTRACTOR SHALL CONFORM TO THE STANDARDS 6"Pi 6"Pi- 6"Pi ACHD SD-604A, TYPE IV 6"Pi- 6'Pi Pi d 6"Pi 6"Pi 6% 6"Pi 6"Pi 6"Pi 6" SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF � RIM:2550.65 � � � � � � � � � � � � I THE ACHD STORMWATER GUIDELINES. SUMP:2546.18 �- z w 2 Q25=0.60cfs ® 0.40% INV OUT:2548.18 12" (W) 44.0' 12" C900 K. INSTALL STORM DRAIN MANHOLES PER ACHD Q100=0.84cfs g SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE "�, SECTION. ALL MANHOLES SHALL BE HS-25 RATED. 4� �zs w L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 INLET 4 4 s w AND 8200 OF THE 2017 ACHD POLICY MANUAL. # a FL ACHD SD-601, TYPE I RIM:2550.42 s M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE ? SUMP:2545.91 inns id„4 � � � � � � 3 � s LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE INV IN:2548.00 12" (E) ELEVATION PER THE INTERNATIONAL BUILDING CODE, 4 I I INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN 1 INV OUT:2547.91 12" (W) id REQUIREMENTS. Q25=0.51 cfs . Q100=0.71cfs _ N. REFER TO THE CITY OF MERIDIAN DRAWING W7 AND w (D M„a M„a „a M„a s M a a M a N N `� - ACHD DRAWING DETAIL 7 FOR UTILITIES CROSSING 4 � SEEPAGE BEDS. SEE SEWER AND WATER PLAN SHEETS s„a s„a N. VICENZA LN. a 40 _ FOR ADDITIONAL INFORMATION. In r1iS„ S„a „8 S„8 S„a S„ S„8 S„a S„8 �^ S„8 .,8 S. '^ I I I a la z �� 3� 3 " N w � 2 s M � 1 Q a 1 � J t 00 00 � - 3 > � � � � � � � 3 a KEYNOTES ----- Co 4 > o ��' 1. SB #1 SEE DETAIL ON SHEET C4.2 O z x Z 2 � > 8 2 6 00 LJ..I m 3 4 3' 7.7' 12" ADS N-12 HP 00 4 3 ' # w w 7. ' 1 1% 2. SB 2 SEE DETAIL ON SHEET C4.2 o 2 (761 x 12.0'W x 55D) Lu 1 4 4 o 6 3 N / I to 3. SB #3 SEE DETAIL ON SHEET C4.2 \ Q U 5 w 00 3 (160'L x 11.5'W x 5.5'D) /_ Q �I °° > I °° 4 a00 M - - C) III U 4. INSTALL GROUND WATER OBSERVATION WELL PER ACHD M Z Lu �I 75.2' 18" ADS N-12 HP z .,- SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION n _> _> I I I 1 a 3 � - > n I ® 0.00% ( 3 z c f o BED 5' FROM THE END AND OUTSIDE OF BED A J (n _ M N 00 I 7 7 s I N 5 N 3 P MINIMUM OF 50' FROM THE PERIMETER OF THE BED. Q 8 156.4' 18" ADS N-12 HP N 5. INSTALL 1000 GAL SAND AND GREASE TRAP (SGT #1) Lu a 2 i n ® 0.00% f I'f w L u w II 158.6' 18" ADS N-12 HP M 1 PER DETAIL PROVIDED SHEET C4.2. `J 4 n ;' 1 0.00% cn ; o RIM = 2551.57 0 Co I� °' I� 00 1 4 3 "> INV IN = 2548.28 (12") (N) Q 8 <J 00 0 INV OUT = 2547.43 (18") (E) 1 4 Q INLET BAFFLE = 2547.68 Co INLET #1 > ii OUTLET BAFFLE = 2548.18 Z ACHD SD-604A, TYPE IV II I 3 RIM:2551.04 - 3 w ' ' i� 0 _j �, 6. INSTALL 1000 GAL SAND AND GREASE TRAP (SGT #2) Q INV OUT:2548.53 12" (S) PER DETAIL PROVIDED SHEET C4.2.® 6� ; Co SUMP:2546.53 O i o RIM = 2551.10 Q25=0.72cfs M Q100=1.00cfs i�LI > 3 INV IN = 2547.82 (12") (E) 00 V) �' INV OUT = 2546.97 (18") (N) o 40 00 00 INLET BAFFLE = 2547.22 m I I I �8 5 OUTLET BAFFLE = 2547.72 7T a _ m w 'In INLET #6 3 7 7. INSTALL 1000 GAL SAND AND GREASE TRAP (SGT #3) m ACHD SD-601, TYPE 1 00 `� _ PER DETAIL PROVIDED SHEET C4.2. o 5 " „ „ d„ „ti RIM:2548.81 RIM = 2549.15 a SUMP:2544.31 $ 5.1' 12" ADS N-12 HP " INV IN = 2546.06 (12") (N) 2 INV OUT:2546.31 12" (S) ° INV OUT = 2545.21 18') (E) Q25=0.70cfs ® 1.00% O M INLET BAFFLE = 2545.46 ) Q100=0.98cfs 5� OUTLET BAFFLE = 2545.96 5.1' 12" ADS N-12 HP a INLET #5 z w © 1 ON ET #2 I BAINBRIDGE SUBDIVISION NO. 11 -R�H25488604A, TYPE IV 00 � 8. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION 25.0' 12" C900 ACHD SD-601, TYPE 1 ® 0.40% 00 SUMP:2544.11 FOR PLACEMENT OF ELECTRONIC MARKERS AT EACH `n INV IN:2546.21 12" N o CORNER OF SEEPAGE BEDS PRIOR TO BACKFILLING. a �1 RIM:2551.04 ( ) I 10 o SUMP:2546.33 INV OUT:2546.11 12" (S)-id„ti ACHD IS CURRENTLY SUPPLYING THE DEVICES. INV IN:2548.43 12" (N) a 25.1' 12" C900 INV OUT:2548.33 12" (S) �d„ti Q?00 1052cfs w 0.40% 00 Q25=0.50cfs id„� id„t 00 Q 100=0.69cfs 00 I 00 z a M„a M„8 M„a M„a "� Mn8 Mn8 M„8 Mn8 I M M a „8 M,8 M„a M„8 M„8 M„a M„8 M„a M„8 Z 9 M„a Mna N. SAN VITO LN. - � 00 S. s a S„a Sua _ g a N ENGINEERING u Su N Sua S„a Sna Sua S„a Sna S„a Sna S„a „ Sua S„8 N S s a I 2"S 00 9233 WEST STATE STREET w I a 3 BOISE,IDAHO 83714 o 00 PHONE(208)639-6939 _ kmengllp.com DESIGN BY: RSP a ti DRAWN BY: RSP z g CHECKED BY: KPM a o DATE: 12/1/20 h Z) PROJECT: 20-145 ru o so 100 150 SHEET NO. a a Plan Scale: 1" = 50' C4. 1 0 N a ENCLOSE TOP & SIDES OF ROCK S�pNAL EN WITH NON WOVEN GEOTEXTILE FABRIC �S cc Sn C� SAND/GREASE TRAP (ISPWC SD-624) OR I/ �� c.7�/I�� SEDIMENT MANHOLE (ISPWC SD-61 1) 1-FT MIN TYP 6" MIN TYP 18" DIA. HDPE OR PVC V v� VYl I PERFORATED PER FINISH GRADE 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ ENCLOSE TOP & SIDES OF ROCK rf 10821 I 2' RING & SCHEDULE BELOW i I COVER PER OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN WITH NON WOVEN FILTER FABRIC ISPWC SD-617 PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS SEE COVER Jj 12I1/20 p I TREES & SHRUBS AND DRAIN ROCK NOTES = _ ° ° 9 P� (TYP) �I e_ II�II�I e, 'f q -- I--- ______ q ARE NOT PERMITTED OPTIONAL STORMWATER STORAGE °°°°.<° = 1=III=III=11 .. F OF -------------------7 �� ' I--- --------- OBSERVATION -za cHiPs; P P ON TOP OF SEEPAGE CHAMBERS, SHAPE & SIZE BED WELL VARY PER MANUFACTURER 1-III=11 II-III- - >. P. MCC �� I _____________ - \�\\ \�\\ °° 18 0 1 III-111 TI-11_ ELEV BOTTOM BAFFLE N S R /%\/\\ \ WOVEN GEOTEXTILE BETWEEN - - 3 AP D _____________ ELEV BOTTOM PERF < EE COVE ^° �II111I IIIIII1111 '� °°°e°<°°:° °<°,e°:°°<° OTE \� /\\ \// CHIPS AND 2" DRAIN ROCK °° w -12" DIA. HDPE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 //\�\\\/\/\j\ OVERLAP WOVEN AND NON V w OR PVC 2 I SEE 5 0 0 0 o 18 0 o o o o o o o \\%\\%�\�\\\%\\ WOVEN GEOTEXTILE A MIN OF _ _ _ _ � PERFORATED NOTE 1 1 STD \\�-NATIVE.\\� 1-FT ON ALL SIDES 2' WASHED DRAIN 2" WASHED DRAIN w z PER SCHEDULE 3 o% s�UHL o% SLOPE \\ \�\\ o 0 0 0 0 0 0 \�\� SOIL \/ ROCK OR CHIPS> w ROCK OR CHIPS) a BELOW SEE s - -- - --- --_ -- - --- --- - ,\\ � \ NOTE 11 PLAN CONCRETE COLLAR PLAN VIEW s j \\\\%\/\\\\�\ 2" WASHED o VARIES-SEE 2" WASHED • \%\\ / LJ w N.T.S. s /\j\\NATIVE y \ N.T.S. /� //\ / DRAIN ROCK PLAN SHEETS DRAIN ROCK \/�\\ \/ '::1.5 \\\ �\/\\/ \\ \\�\ \\, \i 1.5-FT ..:.•: .. 1. II_III_IlI-III_I =1I = o II III-III III ��M 5' OF 18" SOLD 1 w =11=111=I11=III III-III-III-I WALL PIPE WITH 1. ASTM C33 '. % . ASTM C33 WIDTH VARASTM C33 IIIIII=III=I�1=11 • _ -III-III III= ;•.:FILTER SAND.:: : : FILTER SAND; FILTER } O _ III=III=1 4" OF 4" PIPE BEDDING c,:r.: 3-FT PER PLAN SAND 15' MAX WIDTH > 8>> :,.....: .... ... . .......... - Il, llliilll 5 III�II11' _MAX HSGW + m - NONWOVEN FILTER FABRIC. OVERLAP TRANSITION ER FT IN ELEVATION OPTIONAL CHAMBER STANDARD Z MINIMUM OF 1-FT TOP AND BED NON-PERFORATED SIDES ONLY TO PERFORATED PIPE SECTION SECTION A-A 4 SECTION N.T.S. N.T.S. OUTLET � a FLOV o BAFFLE WALL NOTES: N.T.S. OBSERVATION WIDTH w ELEV B FLOW 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. WELL #1 14 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE k S i 45 4S• w 6 SECTION CONCRETE COLLAR ELEV A MAX HSGW ELEVATION / Of Cn a ELEV D 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED �/ s �i � j N.T.S. z 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS - - - - o o O INLET BAFFLE WALL a 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS ! h ELEV C 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM 4 20' STD 4S°7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE w F 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES q q 18" PERF PIPE 12" PERF PIPE Lu - 9. BED WIDTH SHALL REMAIN CONSTANT WQ BYPASS SEE NOTE 11 _ SECTION A-A 1 . WATERTIGHT CONNECTION REQUIRED z OBSERVATION PERFORATION SCHEDULE 9 111. HIGH FLOW BYPASS PIPE ONLY NEEDED IF Q100 VELOCITY THROUGH STRUCTURE > 0.5 FPS w N.T.S. J 9 WELL #2 3/8" PERFORATIONS IN VALLEYS COVER NOTES: ACROSS STREET OF CORRUGATED PIPE. 5 EA ON FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: WITHIN SIDEWALK 18", 8 EA ON 12" NOTES 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED To FINISH GRADE IS REQUIRED 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: LEGEND: 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED i MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN I L LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED PLAN 8" s H 1-FT USE GRADE RINGS (TYPICAL) --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE OBSERVATION WELLS: 2 REQUIRED PER BED 1-FT < H <= 2-FT USE 24" DIA RCP RISER 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR J" TO 2" ROCK IS REQUIRED WITH N.T.S. o 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. Z O EL. A > EL. B BY 0.10' MIN 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE REQUIREMENTS FOR FACILITIES IN RIGHT-OF-WAY SECTION EL. D < EL. B BY 0.10' MIN SUBGRADE 1. BED IS LIMITED TO AREA WITHIN 5-FT OF CURB FACE UNDER ROADWAY; EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE N.T.S. SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 2. NO GREATER THAN 10-FEET IN DEPTH TO THE BOTTOM OF THE ROCK; 8 WATERTIGHT SEAL 3. MAY NOT EXTEND OUTSIDE OF THE RIGHT-OF-WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT); s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES ON SIDE OF BOX 2015 SAND AND GREASE TRAP STANDARD DRAWING 2017 SEEPAGE BED WITH STANDARD DRAWING 2017 SEEPAGE BED WITH STANDARD DRAWING ACHD SGO IDELINER DESIGN BMP 01 ACHD STORMWATERGUIDELINES DESIGN OPTIONAL CHAMBERS BMP 20 ACHD STORMWATER DESIGNDESIGN OPTIONAL CHAMBER S BMP 20 2015 ACHD REVISION 1 OF 2 SHEET 1 OF 3 SHEET 2 OF 3 FOR IDAHPUBLIC WO STANDARDS GROUNDWATER STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD 627 (ACHD SUPPLEMENT) 1 of 2 Ln z LEGEND N Q (D WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER r-I J 0 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 0 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 7 03) Q OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER SEEPAGE BED TABLE O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- z Z CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS z LLI SEEPAGE BED BED LENGTH BED WIDTH BED DEPTH ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. 100PRO-YR VOLUME PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SIOR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" O O cC PROVIDED PIPE. DRILLED WELLS MAY USE 4" PIPE SB #1 109' 11.5' 5.5' 2551.53 2550.03 2547.43 2544.53 2541.5f 2,656 CIF NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK Q Lu OO SIB #2 FIBER REINFORCEMENT AT 1 1/2 LBS/CY 0 >#2 76' 12.0" 5.5' 2551.10 2549.60 2546.97 2544.10 2541.1f 1,960 CF 9 O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. > SIB #3 160' 11.5' 5.5' 2549.10 2547.60 2545.21 2542.10 2639.1f 3,928 CIF USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES Q J NOTES: m 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR D 0 STORM DRAINAGE FACILITIES Ln Q 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS _ 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD LLJ 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION VI LLu W G Q GENERAL NOTES A. REFER TO THE 2020 MID-SEASON GROUNDWATER REPORT BAINBRIDGE PHASE 11 DATED JULY 6, INLET m 2020.. GROUNDWATER IS EXPECTED TO REMAIN AT OR BELOW A DEPTH OF APPROXIMATELY 10, BELOW EXISTING GROUND, IN THE AREAS OF THE PROPOSED SEEPAGE BEDS. CONTACT DESIGN Z ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ROADWAY ELEVATION. (BETWEEN INLETS) Q O B. ALL STORM DRAIN MANHOLES SHALL BE HS25 OR GREATER LOAD RATED. C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. co 1 NO TREES OR ROW D. BED WIDTH SHALL REMAIN CONSTANT. INLET 5 LF MIN. OF 18"0 E. THE MINIMUM DESIGN PERCOLATION RATE FOR THE STORM DRAIN FACILITY IS 0.6 IN HR TO MEET P SHRUBS OVER BEDS. / LnELEV. - "A" (MIN.) 7 ADS N-12 H THE REQUIREMENT OF 90% VOLUME WITHIN 24HR AND SHALL BE VERIFIED IN FIELD. INFILTRATION q - RATES ARE BASED ON LIMITED GEOTECHNICAL ENGINEERING REPORT BAINBRIDGE SUBDIVISION NO. SAND AND GREASE TRAP PER F- 11 PREPARED BY MTI, DATED JANUARY 3, 2020. DETAIL, SHEET C4.2. SEE PLAN I O F. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SHEETS FOR LOCATIONS, 5 N ELEV. - "B" 3 SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST ELEVATIONS, AND ADDITIONAL N INFORMATION. 9 BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR -------- --------- ELEV. - C" DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 0 G. WATER AND SEWER SERVICES CROSSING SEEPAGE BED SHALL BE SLEEVED PER OPTION 2 OF ------- --------- $ 8 L_ - _J ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 DETAIL 12. w H. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. I. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF 0 THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR 9 PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. A w w w o 18"0 PERFORATED ADS N-12 HP. LENGTH �? 4 TRANSITION 5' IN BED NON-PERFORATED TO d BEY PERFORATED PIPE a 1. CURB AND GUTTER PER ROADWAY PLANS. 0 2. 1.5' FILTER SAND, ISPWC 801 OR ASTM C33 FILTER SAND. D 3. MINIMUM OF 1.5' COVER FROM TOP OF BED TO FINISH GRADE. o BACKFILL WITH NATIVE TOPSOIL. WATERTIGHT CONNECTION ELEV. - "D" 4. ANGULAR J" TO 2" ROCK. SAND AND GREASE TRAP PER 5. 18'0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN GUIDELINES DETAIL BMP 04. DETAIL, SHEET C4.2. SEE PLAN FINISH GROUND a z 6. EXTEND 2' (MIN.) INTO FREE DRAINING MATERIAL. SHEETS FOR LOCATIONS, 18"0 PERFORATED ADS ELEVATIONS, AND ADDITIONAL N-12 HP 7. 5' WIDE SIDEWALK PER ROADWAY PLANS. 18" ADS CAP 3 - INFORMATION. WIDTH 8. MAX. HSGW ro NON-WOVEN FABRIC SHALL BE PROTEX GEOTEX 601 OR APPROVED EQUAL MEETING SPECIFICATIONS STATED IN ACHD STORMWATER DESIGN OR ROCK GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND ---- --- ------- - E N G I N E E R I N G 0 ELEVATION 0% SLOPE -- - 9233 WEST STATE STREET V SIDES ONLY. -------- ----- 9. FULL ROADWAY GRAVEL SECTION IS REQUIRED OVER SEEPAGE BEDS. BOISE,IDAHO 83714 0 6 SEEPAGE BEDS SHALL NOT EXTEND ABOVE SUBGRADE. PHONE(208)639-6939 2015 ACHD REVISION kmengllp.com 0 4" OF CHIPS PIPE BEDDING IDAHO STANDARDS STANDARD DRAWING DESIGN BY: RSP FOR PUBLIC WORKS G RO U N DWATE R z 4"0 PVC PERFORATED PIPE (GROUND WATER CONSTRUCTION OBSERVATION WELL SD- 627 DRAWN BY: RSP g OBSERVATION WELL). (ACHD SUPPLEMENT) 2 of 2 CHECKED BY: KPM a SEEPAGE BED DETAIL DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a 4. 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fArC� NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER 10821 ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL J,�gT12/1/20 P SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. Fli F OF /N P MO�p,� D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE -,o 6"PI "PI 6"PI 6"PI 6"PI 6"PI 6" I 6"PI 6"PI 6"PI 6 �1 BASED ON STUB LOCATION. STATIONING TAKEN FROM W w w w CENTERLINE OF SEWER ALIGNMENT. 6 PI 6"PI 6"PI 6"PI 6" 2 F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM BLOCK 1 w w w SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY 1u SEWER MAIN AND SHALL BE 4" DIAMETER. 0 EXISTING w W W w w KEYNOTES STA: 2+52.98 OFFSET: 0.00' �2 2� 12 2 w W W W w w N: 727980.67, E: 2442104.01 2 1. MAINTAIN VERTICAL AND HORIZONTAL STA: 3+53.97 STA: 2+59.72 STA: 3+07.47 STA: 3+97.97 STA: 4+49.97 (3 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY INV: 2543.45 INV: 2543.63 STA: 4+97.97 STA: 5+44.37 $SMH A-� OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET INV: 2543.43 INV: 2543.25 INV: 2543.62 INV: 2543.82 EXISTING SSMH A-1 L: 44.5' L: 44.3' INV: 2543.98 STA: 5+55.5,7 OFFSET: 0.00 C1.1 FOR ADDITIONAL INFORMATION. STA: 1+50.00 OFFSET: 0.00' 2 L: 44.4' L: 44.2' 2 L: 44.3' 2 L: 44.4' L: 41.5' STA: 5+67.00 W N: 72,797�.93,,E: Z442�406. 9 N: 727972.07, E: 2442001.40 INV: 2544.00 2. MAINTAIN VERTICAL AND HORIZONTAL L: 34.2' POTABLE/NON-POTABLE MAIN/SERVICE OR s"PI 6"PI SERVICE/SERVICE LINE SEPARATION PER CITY OF cn 2 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z ®a° s " FOR ADDITIONAL INFORMATION. 0 „w 2� _ °w s a°w s s"w s' } 2+00 3+0 W. SILVER RIVER LN. 4 0 5 00 1� 2 v j av� ..S .. , 8„S �u s„WLu 0 8"S SEWER ALIGNMENT "D", s"w s"w co 1174!"1 18"SD __ 2 ® SEE SHEET C5.4. 'o- 2 8"S 8"S st8 L - - - - - - - - - - - - - - J 00 N I- m V? r*� N � _ rn 1 zco It two �^ O L 00 `" �r,"' `�' M``' `" M± Q BLOCK 1 N 0 > > Z 00 z Z 0 N Z �N Z �N 7 7 uj U a � 00 z z BLOCK 1 z 3� o SEWER ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' N w Ln � 2565 2565 z O O z j z O z -- z O = z a 2560 N N v o0 2560 Q z 00 00 0 W Q _ �= Q 00 J Q • 00 L N O M .(V N Q W _ U7 Q L N H N N M N z +,`i Z FINISHED GROUND +� z 0 C0 z > Q Q O 2555 �; N N ..N - 0 Z Z 2555 ' ^ � +N - _ Z Z v , 0 W Cn ..M > w YE - - W - w WZ z w � z 2550 2550 w Q EXISTING GROUND z offI U z w w U) , I Q c.n w 3 N 3: 3- C0 �^ 2545 � - - 00 2545 00 N N N O of 8' PVC © 0.60% X 302.60' I N N n1 2540 2540 0 0 w D 0 0 a w 2535 102.98' of 8" EXISTING P ® 0.40% 2535 0 a Q 0 D a EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2530 FINISH GROUND CENTERLINE OF SEWER PIP ALIGNMENT 2530 N c-I Z a g O 00 N M M C) M N �p Op to p O M to a L() ul ul ul C'4 CA C,� C-� 1(m L L L LO L LO L LO L LO L 0 L 0 N N N N N N N N N N N N N N N LO 0 CV N CV N E N G I N E E R I N G 9233 WEST STATE STREET BOISE,IDAHO 83714 0 PHONE(208)639-6939 w 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 kmengllp.com w a DESIGN BY: RSP ti DRAWN BY: RSP z g CHECKED BY: KPM a o DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a 5. 1 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fArC NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER 10821 ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL Jj�12�1I20 SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER 9 SEWER ALIGNMENT "A", W W W w w " ^ -� w AND FRAME PER ISPWC SD-507. FG/NF OF SEE SHEET C5.1. �W �v P, MSC W W W o� D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. W 6"PI 6"PI w E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 37 - BLOCK 1 r z SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY ® EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR w s s"W s' s"w s" 8' s' W w r-jQ °' W TO INSTALLATION. SERVICE LENGTH AND INVERT ARE w4 W. SILVER RIVER LN. NN 00 w BASED ON STUB LOCATION. STATIONING TAKEN FROM 8'w "S Ills , g`g g.•S $.,S 8° N N N �_ u CENTERLINE OF SEWER ALIGNMENT. 3 SSMH C-1 +� �� N' CO S O't .> 00 s" \\� STA: 1+50.00 OFFSET: 0.00' N �i -N N N r N N ao r±N ap bo z F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM N: 727471.97, E: 2442198.79' Q •• N •• •• °' •• °' .. °' 3 m SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY 1u — — — — )y z z > > > w SEWER MAIN AND SHALL BE 4" DIAMETER. — — — — — — J � w N- � C/) V) cn z SSMH D-4 3 4"PI STA: 3+59.45 OFFSET: 0.00' co N: 727469.38, E: 2442408.23' y w • 12"SD •: •r• �..d.' •t •i •.� •l .r I � c0 SSMH D-5 °'a00o rn r- °' `O o 00 STA: 3+59.45 OFFSET: 0.00' r f t r-M r-4 Ln `� ��N: 727851.35, E: 2442412.94 ±N'Co N m N N +�Co 00 W w ,n 00 � (o rn SEWER ALIGNMENT "D", W a' N of Q , 6 M N rn SEE SHEET C5.4. Nz J (nz J cn_ Nz J +� N� O +�ao M``� °' BLOCK 1 cn W �N N p NN N p Z O O) .. .. '• .. N w N P P 4 I Q> �> Q> a> 00 O 00 CO 12"SD g"$ �� 1:1$..S w N Z N Z Z N Z Ln 9 W w 5 BLOCK 1 120 O•. 3 Cn 00 N N ro to tD w o SSMH B-1Cn oo eo s s + +�o SEWER ALIGNMENT "D", 4 STA: 1+50.00 OFFSET: 0.00' 4 N o + +, +,Lo 3 SEE SHEET C5.4. • N: 727853.93, E: 2442203.50 W a N N Q> N N N o N N o ro N o 00 m —s„W s„W s, s„W s„ 6.,W W �z �z Q> N �> N �> N °Dz W. SUNNY COVE LN. z z z OCT N BLOCK 1 $.,S �$..S $.. s.'s BLOCK 1 0 0w _ - ®_� u ;kVMM 3 — J O _� 00 .v w �✓ w �, �, — — — — — — — — — — Z OD ILI w W W w w F6-PI 6-PI y SEWER ALIGNMENT " 6" PLAN AND PROFILE SEWER ALIGNMENT " C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" - 50' Profile Vertical Scale: 1" - S' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2565 2565 n1 w w 2565 2565 u- u- O Q � z Jam .. zO_ � z 2560 v v 2560 z 0 2560 ZCo Co 00 ) 2560 O z z z c° In .rn It Z= J ao Q W Q Q N 00 00Lo Ln L In to p N N O N +Inzz � u-) rn W - - 2555 °° + `" _ > > 2555 0 0 . to °; � m Z om U = NZ O (n ZZ Z _ N — I OV) U) N - N •� > > FINISHED GROUND 2555 I of cy) 0 N +L z z � 2555 Z Z N F Z Z U .* N = N - - O = +NZ =O � .. >> > W W :� > > Ezzz W — — — — - FE z z FINISHED GROUND CC - - - - - - - - - - - - - (3 W G Z Z 2550 2550 2550 — 2550 DC W Q Q —. m off = EXISTING GROUND z W W 2545 2545 Q Ln Lu Lu EXISTING GROUND m Ln Ln 2545 ' 2545 09.45' of " PVC ® 0.60 a X O V I m 2540 2540 209.45' of Ell PVC ® .607. m Z 2540 2540 0 a Z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 0 2535 2535 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT Z _ 2535 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2535 �? N M O O O N (o O � �? 00 I� o d) V) � LO � � O O 0) 0) N N") I- 00 N o N N N N N N N N N N N O p p 0 IOn 5 00 p IOn O D Cq LO LO 0 LO 0 � a N N N N N N N N N N N N N 0 N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 N c-I Z 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 a 3 a E N G I N E E R I N G 9233 WEST STATE STREET BOISE,IDAHO 83714 0 PHONE(208)639-6939 w kmengllp.com 3 w a DESIGN BY: RSP ti DRAWN BY: RSP g CHECKED BY: KPM a o DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a 5. 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNC/ NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. V C. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER 10821 ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL J�T12/1/20 P SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER 9 AND FRAME PER ISPWC SD-507. Fli F 0 ' /N P MCC,P� _ D. INSTALL STANDARD SERVICE MARKERS PER CITY OF a0 0 MERIDIAN STANDARD DRAWING SW3. E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY y 3 a z EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR ao '0aQ P TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON STUB LOCATION. STATIONING TAKEN FROM rm ® 12"so 1 "sD s g"g 8" "S s z CENTERLINE OF SEWER ALIGNMENT. a w 4 j F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY 1u 00 SEWER ALIGNMENT "C",SEE SHEET C5.2. SEWER MAIN AND SHALL BE 4" DIAMETER. a � � BLOCK 1 5 KEYNOTE S # SEWER ALIGNMENT "D", O o o SEE SHEET C5.4. 00 � N q 0 5� 5� 1. MAINTAIN VERTICAL AND HORIZONTAL 0 rn 0 POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY N N N +0 0) OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET ffj N C4 N , ° w C1.1 FOR ADDITIONAL INFORMATION. Q� Q> 1 N Z J 2 N z � N Z 2 2. MAINTAIN VERTICAL AND HORIZONTAL STA: 5+31.77 POTABLE/NON—POTABLE MAIN/SERVICE OR ao 2 ° INV: 2541.81 04 SERVICE/SERVICE LINE SEPARATION PER CITY OF N ® , R: 40.9' m MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z 0 6 FOR ADDITIONAL INFORMATION. 0 B w s6 8" B"WnoB..W B..W B.. B..W 8"W 78"W � k0 SSMH D-3 1 00 +0 +00 W. SUNNY COVE LN. 4+0 3. REMOVE CLEANOUT AND INSTALL NEW MANHOLE. 5; B'w STA: 5+18.64 OFFSET: 0.00' > Lu I'S 8"S 8"S 8" 8"S N: 727349.74, E: 2442406.86 Lu _B'"w g"S i v 4. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING 8'S 3 2 = , ____ __ ___ __ _ _ ® STA: 5+17.09 °' SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND ' 3 o 00 2 INV: 2541.72 4 SECTION 8200 OF THE ACHD STORM WATER GUIDELINES 4 2 R: 34.1' DETAIL 7, OPTION 2. -C11-i z M 0) r Z 4 0)72 rn a � °°Nr 0):;. `;O w w w 6"PI w w 6"PIoap o � � 04r +� ;' N EXISTING SSMH A-3 N + 00+ i N 04 N N STA: 1+00.00 OFFSET: 0.00' O N: 727331.19, E: 2441993.49 > � � U)z > > �5 z � �� NZ V) STA: 2+02.94 L7FFSEMH0@1 4 z uN: 727331.51, E: 2442096.43 SSMH D-2 5 BLOCK 1 � 4� STA: 4+87.47 OFFSET: 0.01' N: 72733 2.39, E: �2442380.96 SEWER ALIGNMENT " D" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2565 2565 N w V) zo wZ3 w Z J M 00 Z " cn 2560 Q 00 00 00 00 °° o 2560 z O z °° O = z a Co 00 00 00 00 (n c0 c0 c0 6 r7 r j Il- 00 (0 � a; N N N w�+� D Q�Z ? 2 Z Z Z 0 >N J 2555 w Z Z Z Z N o Z Z ..� Z Z N 2555 m z w Q U) ' ZZ Q > _ p z 5� w 2550 EXISTING GROUND 2550 (D W Z oC \w Q FINISHED GROUND C0 5 W 2545 ' o 1 2545 Q cW/) Lu N m cn Co Co N N N N O d 2540 2540 X m 284.54' of 8" RVC ® 0.40% 102.94' of 8" PVC © 0,41 ===7 0 a z 2535 2535 0 0 a 31.17' of 8" PVC ® 0. 0% E Z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2530 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2530 s a 0 N N t0 r r 00. 040 0 c0 \ 0) 0) m 0) 0; 0) O oi O oi O Z � � � � V V � V) � LO� U) U)LO � < N N N N N N N N N N N N N N N N N N 3 a E N G I N E E R I N G 0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 9233 WEST STATE STREET BOISE,IDAHO 83714 0 PHONE(208)639-6939 w kmengllp.com 3 w a DESIGN BY: RSP ti DRAWN BY: RSP z g CHECKED BY: KPM a o DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a 5. 0 N a SHEET NOTES SEWER ALIGNMENT "A", A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER SSNAL fNCi SEE SHEET C5.1. NOTES. Cli < < <�r < < I V I B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. V V►�l l/�`� i < 10821 < 4 < < W < C. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER 1211120 < < ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL J'� �� < o < c0 CO r`po < < SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER OF �QP Al < co + < < p - g _ AND FRAME PER ISPWC SD-507. �'�0000 `� o +mo o + o a I to N p MC�,P o� < N 00 °°N 00 N 00 < SEWER ALIGNMENT "B", zt 2 E D. INSTALL STANDARD SERVICE MARKERS PER CITY OF < < <z Q> < < SEE SHEET C5.2. MERIDIAN STANDARD DRAWING SW3. < � � < � > � < - �I J 5 (�Z J (n Z J < 4 I Lu < g < I E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER < c' I ;I >O < < z SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY < U w < J E < EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR SEWER ALIGNMENT "D", w SEWER ALIGNMENT "C", < W < < < < < < < < w it i rn < cn _ _ , w TO INSTALLATION. SERVICE LENGTH AND INVERT ARE SEE SHEET C5.3. z SEE SHEET C5.2. �+ I 0° > < Z < < < < < < < < W - 2 < < BASED ON STUB LOCATION. STATIONING TAKEN FROM < < < < < < < < < < < < ; CO CENTERLINE OF SEWER ALIGNMENT. < co ' V) 15 < < < < < < < < < w < < < � 6 6 < < < < < < < < < < 2 7 i it l > CD < F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM < < SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w < oo „ < SEWER MAIN AND SHALL BE 4" DIAMETER. a < + < < < < < < < SSMH D-6 ii i < < N < 2 < < < 2 < y< < STA: 11+12.59 OFFSET: 0.00' I el - KEYNOTES < 6� < < < < < cn 7� N: 727943.64, E: 2442414.08 L 0) 1. MAINTAIN VERTICAL AND HORIZONTAL < < < < < < < < < < < < 4 < < < < < < < < ° < POTABLE/NON-POTABLE MAIN/SERVICE OR < I w SSMH D-4 < < < < < « - SERVICE/SERVICE LINE SEPARATION PER CITY OF BLOCK 1 STA: 6+38.30 OFFSET: 0.00, SSMH D-5 W BLOCK 1 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 CliN: 727469.38, E: 2442408.23 STA: 10+20.30 OFFSET: 0.00' ® FOR ADDITIONAL INFORMATION. `I I N: 727851.35, E: 2442412.94 5� �— —�— —�— —�� 2 2. INSTALL BOLT-DOWN COVER AND CLEANOUT WITH NO < < < < < < < < ao 0 CONCRETE COLLAR PER ISPWC STANDARD DRAWINGS < s - < E � °D E < SD-506A AND SD-506B. z < x 1 < < < F 1 1 < < V) N. VICENZA LN. 00, °' < < w � < iy 8+0 / _ oC S•IS 8•�5 8"S 8" o $"S 81'S .,S 8„S < < , < < 8" 8„W 8„ 8„W 8" 8 W 8" " , 8 W g" 8„W 8„W 8„ 8„W 8„ < < < < < < < < < < < <F< F< e< a"oe<i e< <e<a"DI <F< 00 0-0 1 r- O NH�Q 0) 04 <<< F<< N � OM SSMH ` Id„flo M 04 r- "E � cSTA: 5+18.64 OFFSET: 0 00 00� N O o `� n +N+ + cn r ++N - O +N: 727349.74, E: 2442406.86 , + Lo C14M N u t0 00N c0N O N O N < < > > i (6 < NZ z > > <<E r5l (n � Q > > > Z nZd > N < < nZ nZ � u)Z � jZ ff (n > NZ— NZ � E n Z < < E rn < < < < < < < < < < < < < < < < E E E < < < < � � BLOCK 1 � � � � � � � < < E E E E < < E F F < < < < < < < < < < < < < E E < < < < E E< < < < < < < Id„9 Id„9 Id„9 Id„9 Id„9 L,d,,9— 9 Id,9 Id„9 Id„9 d„9 I „9 Id„9 Id„9 Id„9 Id„9 Id„ Id„9 Id„9 < < < < < < < F < < E < < < < E E E E < < < E <_ E E < < - < < < E E E < < < E E E < < E E < < < < E < < < < < E E E SEWER ALIGNMENT " D" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' (V Lu J L.L 2565 2565 lO Q 0 z z O a- z wv O = a V) v Q z z 2560 Z v v 04 2560 0 w Q ".�e Co00 00 r 00 G = N O + z \ � U-) 0) U-) 0) 7 :7 N U MM r) M ZOO + N O u Lo5 = NZZ FEZZ �^^I..L Qz2555 O N N = 2555 0 w+N Z ZO >> >zzz L . > > > EXISTING GROUND N N FE z Z z (D I„I„I - - - - - - - - - - 0 oC w Q 2550 — — — — — — 2550 pp z w FINISHED GROUND Lu Q w m N N 2545 I 2545 OiE 41 d x 92.29' of 8" PVC @ 0. 0% 382. 0' of 8" PVC 0.40% 0 I 2540 2540 z w 0 0 a s 2535 119.65' 0 8" PVC @ 0. 0% 2535 0 a Q 0 D a EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N 2530 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2530 c-I Z a g j O 0 O � O � N 00 � 0) O. O . N . 7 � a O O O O O O O O O N N N N N LO LO LOB, � �, �, �, � �, DLO � � � � � � � u � 0 � ul E N G I N E E R I N G 0 V) V) V LO LO 0 N LO LO N LO LO N L N L N L N � N N V N V N V N L N � N LO u N N N N N N N N N N N N N 9233 WEST STATE STREET BOISE,IDAHO 83714 0 PHONE(208)639-6939 w 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 kmengllp.com a DESIGN BY: RSP ti DRAWN BY: RSP z g CHECKED BY: KPM a o DATE: 12/1/20 PROJECT: 20-145 SHEET NO. V O U a 5. 0 N a CIVIL ACRONYMS SHEET NOTES STA: - ROAD STATION A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �SS�ONAL fNC� - MECHANICAL JOINT FL I/ p��t�,C j� jRF FLG - FLANGE B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL V N: - NORTHING CHANGES OF DIRECTION PER CITY OF MERIDIAN E: - EASTING REQUIREMENTS. 10821 L - STATION OFFSET LEFT 1211120 R - STATION OFFSET RIGHT C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN J'�T Pao STANDARD DRAWING SW3. FG9F OF \Ij ``Z` w W W w 6PI 6"PI 6"PI 6"PI 6"PI 6"PI D. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF /N /� CCP� COVER. M BLOCK 1 O1 W w w w w w W W E. INSTALL WATER VALVE BOX AND LID PER CITY OF W W W MERIDIAN STANDARD DRAWING W11. REMOVE 2" BLOWOFF ASSEMBLY �, �, �, � # AND CONNECT TO EXISTING 8" GATE VALVE KEYNOTESO INSTALL 1-8" COUPLING N: 727995.66, E: 2442104.20 ��-- 220 LF 8" PVC 50 LF 8" PVC 1-8" 45' ELBOW 1. MAINTAIN VERTICAL AND HORIZONTAL N: 727992.29, E: 2442377.09 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 4 4 2 2 2 + C1.1 FOR ADDITIONAL INFORMATION. a y 6"PI 6"PI 2. MAINTAIN VERTICAL AND HORIZONTAL 3 POTABLE/NON-POTABLE MAIN/SERVICE OR 75 LF 8" PVC SERVICE/SERVICE LINE SEPARATION PER CITY OF WIFF 8"W "W 8"W I MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 • W. SILVER RIVER LN. FOR ADDITIONAL INFORMATION. s 5 s"s $" a" B"s s"s a"s a"s 8" 8"s 3 s 3. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" 8"W _ a' ®� �' METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN STANDARD DRAWINGS W1, W2, AND W6 L — — — — — — — — — 8 — 2 1 w w 4. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" cn 4 2 4 METERS AND 3/4" METER SETTERS PER CITY OF z 4 MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. O BLOCK 1 S N 5. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE 1-8" 45' ELBOW � �_ � AND NON-POTABLE MAINS. $ 18 8� 7� 7� �7 7� 2 10 7--N: 727940.07, E: 2442428.04 a zo 4 w W W 6. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE O0 7 1-FIRE HYDRANT ASSEMBLY s 3WATER MAINS AND SEEPAGE BEDS. 1-8" X 8" X 6" TEE 1 w — — _ _ _ _ 7. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD 1-6" GATE VALVE °'- — — — — DRAWINGS W8 AND W9. 10 LF 6" PVC 4" "P w W N: 727992.93, E: 2442325.18 w 8. INSTALL WATER SERVICE SLEEVE PER ACHD STORMWATER - 12''sD 5 Is" ail s a" i 2WWDESIGN GUIDELINES DETAIL 07 - SEEPAGE BED/SEWER & w WATER SERVICE CONFLICT, AND CITY OF MERIDIAN 00 4 REQUIREMENTS. 00 9. METER SETTER SHALL BE LABELED WITH LOT AND BLOCK o N NUMBER. Z 0 W 310 LF 8" PVC W 5 W s W � o 9 4 2 `� 2 rL 00 + W 4 w w W—�—m TL sn s 3 6 N z J , ^ Z z00 3 2 z rn D > > N z J s a„ a„ a"S w w w S z z 4 PI 4 PI 4-PI PI 4-PI� to zp00 m s s��a—�- V----250 3 14"Pi-- w w w w y W w 1 W O1 w bo -1 9 4 00 1-FIRE HYDRANT ASSEMBLYO7 Q O s 1-8" X 8" X 6" TEE / 1-6" GATE VALVE — a- 10 LF 6" PVC W N: 727631.83, E: 2442424.23 V,J _ ;LF8" PVC — w pC w s 3 m Q 00 41 cn 00 ® 00 Q - 12"SD 1�"SD s a's "S 8" a"s 8"S— s 2 rn W Co 00 7 1-FIRE HYDRANT ASSEMBLY z F_4 1-8" X 8" X 6" TEE S 4� C* 1-6" GATE VALVE n 4 10 LF 6" PVC 0 a N N: 727346.35, E: 2442244.81 BLOCK 1 M 01 v N 00 2 Z 00 O Z N 150 LF 8" PVC 1 2 E 1 rn Z 2 4 4 4 1-8" 45' ELBOW 2 N: 727383.82, E: 2442421.17 o N 0 a 2 w 00 o o co s 4 " s 8 8W 8W V8„W p " PC aW. SUNNY COVE LN. 140 LF 8 2 o s"W s " a"s s "s s"s a"s a"s" 8 a's - -- o s a S N 2 ----- ��: 2 _ 2 � v $„W $,s 8 4 _ J°s 55 LF 8" PVC a 12 REMOVE 2" BLOWOFF ASSEMBLY 4 8 4 wF6"PI w s"PI 4 AND CONNECT TO EXISTING 8" GATE VALVE INSTALL 1-8" COUPLING E N G I N E E R I N G u N: 727346.35, E: 2442096.43 9233 WEST STATE STREET c� 1-8 45' ELBOW BOISE,IDAHO 83714 4 4 �, N: 727346.35, E: 2442382.77 PHONE(208)639-6939 meng p.com F N a - BLOCK 1 a DESIGN BY: RSP DRAWN BY: RSP z g CHECKED BY: KPM a o DATE: 12/1/20 u PROJECT: 20-145 g SHEET NO. 0 50 100 150 a Plan Scale: 1" = 50' C6. 1 0 N a SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. �SS�ONA /fNCi L ° � ' r' ' r:• ; "'' Y• • ,• i• I .. •` i. •r '• � � � � � � � w � W W W � � � w W r w w � ' 1-6" MJ 90° ELBOW B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. - - - - - - - - - - s- - - - - - - i - - - - - - - r N: 728121.61, E: 2442473.78 — — — — — — CONNECT TO EXISTING — — — — — — — — — — — — — — — _ C. IRRIGATION SERVICES SHALL BE 2" CLASS 200 6" GATE VALVE POLYETHYLENE PIPE PER DETAIL, SHEET C7.2, TYPICAL. 10820 N: 728127.07, E: 2442031.8121 T Pao D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS 6 P PI 6"PI 440 LF 6" PVC . . . 6.,P . . . 6'PI + 6"PI + + + THE LARGEST DIAMETER PIPE COMING INTO THE FITTING FG F OF 6 �� OR VALVE. �N /? MCCP 6'1 1 6"PI 6"PI w W W w E. ALL ROAD—CROSSINGS SHALL BE SLEEVED PER TYPICAL BLOCK 1 I SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. v W 110 LF 6" PVC F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. 2� 1-6" MJ 90° ELBOW G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 N: 728013.62, E: 2442472.45 W w W PVC OR APPROVED EQUAL. W 1-6" MJ 90° ELBOW H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER w °f N: 728012.60, E: 2442555.44 THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS a WITH PROJECT ENGINEER DURING CONSTRUCTION. o 5 LF 6" PVC I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL W 6"PI W W CONNECT TO THE BAINBRIDGE SUBDIVISION SYSTEM THAT ® W w w WILL BE OWNED, MAINTAINED, AND OPERATED BY THE °-' HOA. 1,ws 8" 8"W 8' 8"W 8" 8"W 8' + +W. SILVER RIVER LN. J. SEE LANDSCAPE PLANS FOR PRESSURE IRRIGATION 8"S 8'S S" 8"S —8"s S8"Ssw N s 8"sI SERVICE LOCATIONS AND SIZES. a"w s"w � � �, cn ' _ Z W W KEYNOTES ® O_ s s"s s's s"s s _ _ _ _ _ _ _ 1-6" TEE �— — — - - — — J 00 1-6"x4" REDUCER BLOCK 1 N: 727863.61, E: 2442553.60 cn 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE j s o Lu POTABLE WATER AND NON—POTABLE PIPELINES (SEWER, Lu Lo W W STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE '00 �g 1-4" GATE VALVE IRRIGATION NOTE 3, SHEET C1.1. DEFLECTION POINT 3 ]PVC N: 727864.93, E: 2442446.61 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. 00 O4 CONNECT TO EXISTING 1-4" GATE VALVE 55 LF 4" s 31 4" PI MAIN DEFLECTION POINT 3. CONNECT TO EXISTING 6" PI MAIN. N N: 727863.77, E: 2442390.59 � 3 a? W N: 727866.15, E: 2442186.60 00 4. CONNECT TO EXISTING 4" PI MAIN. 00 105 LF 4" PVC 12"sD s s" s's� s" s"s s°s s 2 w w s00 FL 3 SA 10 w w z 00 205 LF 4" PVC � z W v W W W 0 50 100 150 w W 7 7 7 s Plan Scale: 1" = 50' � 00 z � loo- CO cc w FL m w w z 9L 00 OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM 00 w w W W SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. 3 s v NW W IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH SETTLERS W W w w w W W w w W W W IRRIGATION DISTRICT. go--s s s sFL � 00 — �, 6 W w w W W W j z� s 3 IRRIGATION SECONDARY SOURCE: GROUNDWATER WELL. 00— // . . I � N Z z io Q I � O J J 6 >3 � 00 0 � O 3 O SD—� I - 00 I cn w z 00 4' z w w w w w w w w O = w Q 5 w 2„ D Q G 00 -00N z ��_ 0 w s��S,,- — �S s 0 w- oo W —.— , W 0 4^pI W �� W 00 Co 00 �0000 . 00 W W D N 0 3 1-4" GATE VALVE 00 M N: 727485.69, E: 2442382.93 s I.u 1-4" MJ 90° ELBOW 00 O4 CONNECT TO EXISTING N: 727485.69, E: 2442382.9300 00 LJ..I z w w w w 4" 1 MAIN 3 m 0 N. 727460.18, E: 2442181.60 °' m Q � 1 � s — z 0o v, 2 _ _ 30 LF 4" PVC 00 105 LF 4" PVC Q 3 3 00 ro4"PI Co NN 00 12"SD 1 "SD "S S" s"s 8"S s 00 o01) S o� X 3 1—6" TEE N 00 3" s 00 00 N 200 LF 4" PVC N 727483 64,CER 2442548.91 o Co Co 1-4" GATE VALVE Z --�� s N: 727484.94, E: 2442443.65 00 u a- - - 1-4" MJ 90° ELBOW 60 LF 4" PVC 00 00 BLOCK 1 N: 727457.70, E: 2442382.58 co, 3- J 00 CO o � a 1� 47 W W o � S Lo 00 D 8„W 8" 8"W 8"W 8' 8"w 8 8"W 8"W 8"w Ln ' ° W. SUNNY COVE LN.l s 8„W , s s s"S 8°s "s 8"s a's s"s 's a"s a"s 5 —S"W a"s w a„s N a N 's' s $„s N N 3 ^Ta 4 3 Ns� 8 W es 0 00 00 W W 1-6" MJ 90° ELBOW 3 72 N: 727287.66, E: 2442465.23 8I's 6"'PI E N G I N E E R I N G � 3 w ' 80 LF 6" PVC W w W 9233 WEST STATE STREET o / 00 w v w w w w W BOISE,IDAHO 83714 o v PHONE(208)639-6939 kmengllp.com 3 W W w W 1-6" MJ 90° ELBOW DESIGN BY: RSP y N: 727286.65, E: 2442546.48 O3 CONNECT TO EXISTING W v 0-0 LL J W W w DRAWN BY: RSP Z BLOCK 1 1-6" MJ 90° ELBOW CHECKED BY: KPM g 6" GATE VALVE N: 727198.83, E: 2442465.26 o N 3 N: 727198.85, E: 2442460.26 , , I i v w w DATE: 12/1/20 co00 PROJECT: 20145 8"PI 8" I 811PI— 8"PI 8" I 8"PI z 0 pi SHEET NO. a I8,.p1 5 LF 6" PVC — — a 0 N a NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN �pNAL FNGi THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE STANDARD MANHOLE ADEQUATE VENTING. NOTE: LOOP TRACER WIRE FROM MAIN FRAME AND COVER I/ �� V\-�` LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS LINE PIPE TO SERVICE BOX AND BACK V 10821 OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. ALONG SERVICE LINE PIPE. ,n 1211120 0 2"0 FORD, MUELLER OR APPROVED N P. MCP EQUAL ANGLE STOP W/LOCK WING & IRON PIPE THREAD CONNECTIONS, OR APPROVED EQUAL FIBERGLASS "0 THREADED CAP 24"0 CONCRETE VALVE BOX WATERMAN MODEL CR-100 OR PLUG FINISH GRADE � AS REQUIRED. PIPE. LENGTH & COVER AIR RELEASE VALVE (OR EQUAL) 10 w -III III III I I I I III III III- CARSON 18-INCH "STANDARD" 1-1/2"0 GALVANIZED � III III III III I *NOTE: REINFORCED FIBERGLASS IRON NIPPLE & 90' ELBOW 1. 2'-6" MIN., 5'-0" VALVE BOX (OR EQUAL) MAIN MAX. IN UNPAVED III III I I I I III III APPROVED METAL OR PLASTIC TAG LINE AREAS WHERE THE WITH "NON-POTABLE WATER DO BALL VALVE CURB STOP LINE IS FREE _ DRAINING. r�i NOT DRINK" IS RQUIRED (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC— 1-1 2"0 SCH. 40 z TAG WITH "NON—POTABLE =III ° / 2. 3'-6" MIN., 5-0' a " WATER DO NOT DRINK IS a GALVANIZED IRON MAX. IN PAVED CARTRIDGE DUAL CHECK VALVE 1-1/2 REQUIRED. CONNECT TO VALVE III : a a PIPE RISER AREAS OR WHERE N FORD OR MUELLER oR TAPPING cn BOX WITH EYE BOLT AND WIRE TIE III °° III I THE LINE IS NOT APPROVED EQUAL SADDLE z °, FREE DRAINING o N " 3. FINDER WIRE AND Z " 6 MIN. f I I IDENTIFICATION TAPE w 4"0 PVC OR ABS 1-1/2 0 GALVANIZED w IRRIGATION w — i 8 PIPE VALVE BOX IRON PIPE REQ'D PER THE00, I I I TRENCH — � .�. .8 • — MAIN ISPWC DIVISION 900. � — � � � � � 0 0 � � � 0 � — BACKFILL a a NOTCH 4"0 VALVE I — 0 0 0 ;0-- 0 oV�1 , BOX OVER PIPE WITH " MIN. O OO CCLEARANCE FROM PIPE — OO _ 0O OO O =� O 00000 = 1= SLOPE = 000 0 oO0o OT` DRAIN O ,) O0O 0o oo- o0 oO00oo 0 0 O BRANCH _ �2" PVC 90° ELBOW, -1 — 0 00 O O 0 0 TEE 3" MAIN LINE 2"0 BRONZE CURB STOP SCHEDULE 80 REQUIRED OO oO O O O0 0 FORD OR MUELLER, OR — I 11 OO O 0 1 (- APPROVED EQUAL. I 0 0 0 0 0000 0- SCALE: NONE I_ 0 2" CLASS 200 SOLVENT 000 1 III I I 3"X3"X2" TEE, WELD PVC PIPE SCHEDULE 80 REQUIRED MAIN LINE AIR RELEASE _ 2 CUBIC YARDS MINIMUM NTS I I I =2" WASHED DRAIN ROCK,_ TYPICAL 2" SERVICE _, I I I-- RED.OR AS IREQUI I I I 1 I DIG TO FREE NTS DRAINING SOILS TYPICAL MAIN LINE DRAIN NTS � AC PAVEMENT BY OTHERS Nz PAVED SURFACE SEE NOTE 1 BELOW VARIES, 2.5"-3 O VARIES 4"-6" � 3/4" MINUS BASE, BY OTHERS z w � w z0 z Ld _j O = w cn 0� 0� 0� 0� 0� 0� 0� 0� 0� .—PIT—RUN SUB—BASE, BY OTHERS I (/) Q O O ��n�n� I VARIES, 10 —16 _ --- _ I LJJ z = p p p TEMPORARY BACKFILL AS p p p� > J 0CD O O 0 REQUIRED TO MAINTAIN LillO O 0 0 z 0 Q � ft� 12" COVER OVER SLEEVE m Q w z — SUB GRADE ELEVATION, BY — 0 w = OTHERS, SEE NOTE 1 BELOW o COORDINATE WITH PAVING1=1 — =1 PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT w — CONTRACTOR FOR REMOVAL SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND Ur Lu Z OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. CC LOCATED ABOVE SUBGRADE MIN. 6" N LID TO READ: G 0 FINDER TAPE CARSON MODEL 910T COVER "NON—POTABLE WATER — FOR IRRIGATION ONLY" LOCATING WIRE IN PERMANENT LETTERING m Q (2) 3" CLASS 200 SIGNAL O FINISHED SOD GRADE z (D CONDUIT WITH 1/4 2" — NYLON PULL ROPES ISPWC TYPE—I PIPE BEDDING FINISHED TOPSOIL GRADE DC COMPACTED TO 95% DENSITY. I III III I IIIIII IIIIII IIIIII IIIIII II II III II o0 PIPE AND BELL III III II III CARSON MODEL 910 10" VALVE BOX MIN. 4" TRACER WIRE LOOP SKIDS PER ISPWC SD 307. MIN. 6 SLEEVE MIN. 6 2 VALVE NUT DIA. SEE SLEEVE SCHEDULE, THIS SHEET SEE SEE FOR MATERIAL AND MINIMUM SIZE a NOTE 5 NOTE 5 M X N ISOLATION VALVE 10" CLASS 125 PVC PIPE LL SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED UNI—FLANGE SERIES 1300 OR EQUAL PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN NOTES: NOTCH PVC BOX, BOTH SIDES N N ti 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, a FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD 3 4" 5.36" 8" PVC C900 8 28°° SUB-BASE, ROAD BASE AND PAVEMENT. 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 SIDEWALK. 6 MIN. a ° 3 ° a #4 REBAR 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 a SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP a 6 VARIES 6 � 9233 WEST STATE STREET „ , , PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. °d 4MIN. 4" MIN. OF 3 4" MINUS GRAVEL BOISE, IDAHO83714 Z 10 12.79" 16' PVC C905 15.92' ° / PHONE(208)639-6939 a 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL a ° UNDER 10" PVC PIPE kmen II com 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ° g p 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: RSP NOTES: DRAWN BY: RSP a A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION CHECKED BY: KPM PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR o PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: 12/1/20 B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 20-145 SHEET NO. s a TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7,2 NTS NTS a PLANT SCHEDULE .•``c�,cEOF••••* %.• 1 ••• -, �•� S SAYE 4 '• 'L EXISTING TREES TO REMAIN BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS (STY * •v • SEE TYPICAL �Qa%t'S--� CROSS-SECTION, • • SHEET L4.0-6. • EXISTING STREET TREES TO REMAIN EXISTING 16 6' TALL WOOD FENCE. JOG FENCE A J a o C)m SEE TREE PROTECTION NOTES � • • MIN. OF EVERY 300' AS SHOWN ON Q Q wLu Q Of -i-�� ••1210.312�•• PLANS. MATCH PREVIOUS PHASE. SEE in w N m U --,OL •••••••••• La.o-s. "� o m DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS ''•, ND; a o ;Ap�,��•`` W. CHINDEN BLVD./HIGHWAY 20/26 P ACER TRUNCATUM 'PACIFIC SUNSET' TM 2" CAL. B&B 35'X30' CLASS II 20 P P P P P EP EP- PLANTTEDM PACIFIC SUNSET MAPLE EP ] o 3 C3, FRAXINUS AMERICANA 'AUTUMN PURPLE' 2" CAL. B&B 45'X45' CLASS II 9 - •� I AUTUMN PURPLE ASH FRAXINUS PENNSYLVANICA 'PATMORE` 2" CAL. B&B 45`X35` CLASS II 20 a RETAINING WALL uj PATMORE' ASH Q BLOCK 33 6' WROUGHT IRON z I _T.:• FENCE W/ GATE0 GLEDITSIA TRIACANTHOS 'SKYLINE' 2" CAL. B&B 35'X30' CLASS II 6 19 120 121 122 123 124 125 126 127 ••♦/�� l PLAZA SKYLINE HONEY LOCUST + TILIA CORDATA 'GREENSPIRE' 2" CAL. B&B 45'X35' CLASS II 6 - - - - - - - - - - -= 1� II GREENSPIRE LITTLELEAF LINDEN I .. � �4 $ 129 II RELOCATE EXISTING EVERGREEN TREES BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS QTY N „s „s W. SILVE R RIVER LN. »s ' ' . '. I r FENCE TO TOP OF q�' � BERM. SEE L2.0 'A, Z �, I • I < PICEA PUNGENS 6'-8' B&B 60'X30' EVERGREEN 25 z AND FENCE LEGEND. �_ _- • _ • �A COLORADO SPRUCE, OR N 2 LL, : I 130 I II BLUE ATLAS CEDAR, OR LLu I- I CEDRUS ATLANTICA "GLAUCA' ac - 182 181 180 179 178 177 76 I ; I II PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' 10'-12' B&B 25'X15' EVERGREEN 39 VANDERWOLF'S PYRAMID PINE, OR Q cc ' 131 ail \ SERBIAN SPRUCE, OR 3 I - - - - - �\ PICEA OMORIKA EXISTING FENCE GROUND COVERS BOTANICAL / COMMON NAME CONTQTY �u: TO REMAIN w Lu ADgENT WAV I Ipr TURF SOD SOD 73,657 ^, _ .•• IIII TO MATCH PREVIOUS PHASES I o (A z G 70 71 172 173 174 I 133 I -;I I I I i I z BLOCK 33 I IIIII OTHER BOTANICAL / COMMON NAME CONT GZY I I l I' EXISTING TURF TO REMIAN NONE 4,320 PRESERVE AND PROTECT 00 z BAI N B RI DG E • • �1' ' I ` I III I LANDSCAPE SHRUBS AND PERENNIALS NONE 62,903 Z I •`•;• ;•'�`• IIIII TO MATCH PREVIOUS PHASES PARKINGSUBDIVISIONEj �' H I 36 I IIII II (7) STALLS NO. 11 ' IIII I I z aI •I- °° cn 167 �� /)I I FENCE SCHEDULE DESCRIPTION �I u z I • 'S 137 I ;� //// NEW 6' HEIGHT WOOD FENCE. U14z SEE L2.0 I _SEE L2.0 NEW 5' HEIGHT CLEAR VIEW METAL FENCE C° .♦ I ;= 138 ••• I RELOCATED 6' HEIGHT WOOD FENCE fV BLOCK 33 SEE L3.0 N z SEE L3.0 165 64 I - z� I I •'/ �� I �11I; m X EXISTING 6' HEIGHT WOOD FENCE I O O 163 162 161 I Q :- I I�� IA SEE TYPICAL O CROSS-SECTION, z I 139 I ::� III _4_SHEET L4.0-8. z - - �� O - _ - - _ _ I I TREE PROTECTION NOTES z DC .. :" w - - - -' --1 "$� .- 4 s 1. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE CRITICAL ROOT ZONE O_ _ > COSTCO OF ALL TREES AT ALL TIMES THROUGHOUT PROJECT. � I a0 I '•tII � ' 2. PRIOR TO COMMENCING WORK, TEMPORARY FENCING SHALL BE INSTALLED \ M 0 N • I :.:� I IMMEDIATELY AROUND EACH TREE IMPACTED BY DEMOLITION OR CONSTRUCTION. / 53 154 155 156 157 158 159 I ' 141b, :.� I FENCING SHALL BE MAINTAINED THROUGHOUT THE COURSE OF THE ENTIRE LJ..I Q DEMOLITION AND CONSTRUCTION PROCESS. coz CL 3. BULK MATERIAL, EQUIPMENT, VEHICLES, AND CONSTRUCTION DEBRIS AND WASTE Q Q / 142 I I IIII SHALL NOT BE STOCKPILED WITHIN HE CRITICAL ROOT ZONE. Q SUNNY COVE LN. $„s :.III�11 IIII 4. COMPACTION BY EQUIPMENT TRAFFIC IS PROHIBITED WITHIN THE CRITICAL ROOT ZONE. Lu Q Lu ° • •`'� '"'"MIR#� 5 sj 143 I .'IIIII II I I I I OVERAIN THEWATERING WITHIN THE CRI CRITICAL ROOT ZONE CRITICAL PERIIC ZONE. E APPLY I WATER WEEK. THISSAM MIN. - z $ - - - _ _ _ _ _ - _ I I I I t6 BERM CONTRACTOR IS RESPONSIBLE TO DETERMINE IF MORE WATER IS NECESSARY DURING PLANTED CONSTRUCTION. m 6. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION SHALL BE THE EXISTING CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL PERFORM REMEDIAL WORK TO z �' S1 150 149 148 147 146 145 144 Ali//( �� - J :I CONTRACTORS BERM CO DAMAGED TREES AT THE CONTRACTOR'S EXPENSE. S"PI ACHD LANDSCAPE NOTES 00 BLOCK 33 $ 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM - - - - - - -_ _ - -_ _ I II II =- = DRAIN PIPE, STRUCTURES, OR FACILITIES. - - - - - - - - - - - - SEE TYPICAL 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE \ -`L'- •'� �� - - - �I �I CROSS-SECTION, CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. SHEET L4.0-4. X w-w s W. LOST RAPIDS DR. � _ '\ FUTURE s W w s •w . NOTE: CALCULATIONS SHOWN BELOW ARE TO DETERMINE THE REQUIRED NUMBER OF TREES PER CITY OF MERIDIAN UDC AND ARE NOT OPEN N s� TOWNHOMES SPACE CALCULATIONS. REFER TO THE OPEN SPACE EXHIBIT FOR OFFICIAL QUALIFIED OPEN SPACE CALCULATIONS. d ' •\\\ a \w �w isms 30' 30"GI 30"GI 30" S TREE CALCULATIONS 1TREE 8000SF o \ s S- w Iy W w w 5/s GI_30-18"GI _ 18"GI 18 GI 18"GI .1 8"GI_ 18'G-30"GI-3p" \ \ 3 ci 30" 1a_GI_ _ I - - _ _ GI s BLOCK # LOT # LOT AREA SF QUALIFIED OPEN SPACE QUALIFIED OPEN SPACE REQUIRED PROVIDED \ s s Imo_ KEITH BIRD _ _e�r s ( ) (SF) (ACRES) ci s-�� 30 GI 1$"°I� ' LEGACY PARK SEE TYPICAL B,p so 3o"GI ' CROSS-SECTION, p• �s I I 1870 SHEET L4.0-7. s PI 84,980 30"GIB 3 -30"GI _18"G1�i E EXISTING o v } LANDSCAPE SITE PLAN Q�� 33 128 111,429 1.950872 11.00 43.00 TOWNHOMES a BERM ��J EXCLUDES LANDSCAPE BUFFERS 0 80 160 240 Q Plan/Profile Scale: 1" -80' 33 166 33,034 33,034 0.76 4.00 4.00 a STREET TREE CALCULATIONS (1TREE/35 LF) E N G I N E E R I N G Z 9233 WEST STATE STREET 3 BOISE, IDAHO 83714 CONTACT INFORMATION STREET NAME CALCULATION REQUIRED PROVIDED PHONE(208)639-6939 kmengllp.com Z OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT W. CHINDEN BLVD. 561 LF/35 16.00 24.00 a o BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP W. LOST RAPIDS DR. 535 LF/35 16 EXISTING STREET TREES 15.00 30.00 DESIGN BY: KAP 2929 W. NAVIGATOR DR., STE. 400 9233 WEST STATE STREET W. SILVER RIVER LN. PRIVATE STREET - NOT REQUIRED 0.00 11.00 DRAWN BY: KAP MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 W. SUNNY COVE LN. PRIVATE STREET - NOT REQUIRED 0.00 8.00 CHECKED BY: AY CONTACT: JON WARDLE PHONE: (208) 639-6939 g PHONE: (208) 378-4000 FAX: (208) 639-6930 N. VICENZA LN. PRIVATE STREET - NOT REQUIRED 0.00 21.00 DATE: 12/1/20 4 FAX: (208) 377-8962 CONTACT: ALYSSA YENSEN, PLA MITIGATION REQUIREMENTS PROJECT: 20 145 u EMAIL: jwardle®brightoncorp.com EMAIL: ayensen@kmengllp.com NO. o THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL V TOTAL TREES REQUIRED/PROVIDED 46.0000 141.0000 L1. N 2 •••��IIIIIII/II,, •••• �EOFI,) EP W. CHINDEN BLVD./HIGHWAY 20/26 PLANT SCHEDULE * ` ,.v0SSAYE4,''o 10 _EP EP EP- -EP EP�_EP • 56� ;.r✓�5--�, $ - - - - - - - - - - - - - - - - - - - EXISTING TREES TO REMAIN BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS GZY : t W 18"(3118 G I 18 G I 18 GI 1 8 ° g w0 EXISTING STREET TREES TO REMAIN EXISTING 16 '•`J'�•%12/03/20••• (,`�.` iiyd ° ° ° ° d ° ° <S ° ° ° ° ° S ° d a S° .° $ S° S ° °S ° ° ° ° ° ° ° S ° S 18 G I ' 8,'�/�f ° ° „°. ° ° °m-- ° y y N w SEE TREE PROTECTION NOTES '•.�d49N�.•••4 4 ••• —Q.— �— y T W •1• —Y y W y •Y y ° y y •Y y y °y y •Y •Y ° ° ° m IIIIII °8 1 Z .. • DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS QTY "" � ` y— `L �" �'— � L � 1— L �' AIL —� mil•— —Y— � y— � W y� =Y— y �L- W -'�` —.1� �.° N� �. —y— �. —y— �• � -� � � � •Y •Y _•Y y •Y Y Y Yr �.� r ri. �� r- .Y y •Y •Y _y y /Q' \ � �\ °�f _ - - - - - - _ -� ACER TRUNCATUM 'PACIFIC SUNSET' TM 2" CAL. B&B 35'X30' CLASS II 20 � I °1° PACIFIC SUNSET MAPLE —v— w— v w— m— —v— — v v w z y y — y — v v_T— �Y— �Y- _l — v— v v ,� — _ y y • AUTUMN PURPLE 2 CAL. B&B 45 X45 CLASS II 9 —61L — p1 - - _ 6P1 - - � — - - — — _ — "PL — — —�" "PL — — �'PL — �i'PL _Lp — LPL — SiPI— — AUTUMN PURPLE ASH � _ FRAXINUS AMERICANA e t — &PI— — 631— — —fi_PI— — —�� 7 1 I \ i / �9� / Lu Lu 13 10 I �j \� - _ / FRAXINUS PENNSYLVANICA 'PATMORE` 2" CAL. B&B 45`X35` CLASS II 20 0 'PATMORE' ASH v °s ° y s ° 12 GLEDITSIA TRIACANTHOS 'SKYLINE` 2" CAL. B&B 35'X30' CLASS II 6 3 / i �.� e °1 SKYLINE HONEY LOCUST y —u• w \•v TILIA CORDATA 'GREENSPIRE' 2" CAL. B&B 45'X35' CLASS II 6 GREENSPIRE LITTLELEAF LINDEN 19 120 21 122 23 24 125 126 �y �/y �✓/ �_ / � �— \ EVERGREEN TREES BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS � z 28 I �i PICEA PUNGENS 6'-8' B&B 60'X30' EVERGREEN 25 W COLORADO SPRUCE, OR w ~ BLUE ATLAS CEDAR, OR - III CEDRUS ATLANTICA "GLAUCA" - \ PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' 10`-12` B&B 25'X15' EVERGREEN 39 - - - - - - - - - - - - - - - - - - - - - y � - - - - - � \ \ 1 I I VANDERWOLF`S PYRAMID PINE, OR - - - - - - - - - -- - SERBIAN SPRUCE, OR PICEA OMORIKA ° ° ° _ _ _ — _ _ III N \(In / L �� I II GROUND COVERS BOTANICAL / COMMON NAME CONTQTY 13 3 •Y •Y •Y y •Y l• W •Y •Y •Y Y Y •Y Y Y Y y°° Y •Y � •Y •Y y •Y •Y ° �•Y ?�Y y °d I I I I y y y ° ° y y I I I III y TURF SOD SOD 73,657 SF O a w a w s w s w a"w "w s'w y• a y 129 I I I I r I III m y y TO MATCH PREVIOUS PHASES z 0 (n (n y y v) N 6 I 4 W. SILVER RIVER LN. 1 y° y yfLl� I I m o y I I I o a OTHER BOTANICAL COMMON NAME CONT TY $" s'S 8•S a"S a"S a"S s"S s"S s"S a"S "S s" a"S s s \ I it II o / 3 I III I ' III "o •mil• mil• Ljj y mil• mil• mil• 1• 1• W--'Y—_W--�Y-- — — _ y �, m w w~ EXISTING TURF TO REMIAN NONE 4,320 SF v v 18"ID 18"Sip S _yi8..S9 — �_y_ia' v � �v y� y y v• y y w y 2 y °� \ I� lyl c`0w PRESERVE AND PROTECT I I o I I ly I,,�� III o 0 ud- - - - - - - _ - - - - - - I III COSTCO x LANDSCAPE SHRUBS AND PERENNIALS NONE 62,903 SF Z TO MATCH PREVIOUS PHASES y y y ° I 30 1 1 I, I III N Q ° yy s ~o y I I� I I 14 0 FENCE SCHEDULE DESCRIPTION ° y NEW 6' HEIGHT WOOD FENCE. 182 181 180 79 178 177 76 I y y ° I I I I� I„� III n NEW 5' HEIGHT CLEAR VIEW METAL FENCE N RELOCATED 6' HEIGHT WOOD FENCE y s y m z-s I 131 i I I� III X EXISTING 6' HEIGHT WOOD FENCE z y > y s z z 0 z — — — — 44� 1 4"PI 4'PI�4"PI 4"PI�4"PI 4"P1�4"PI R PIS " ° 4"PI 4"PI 4"PI 4"PI I I y 1 \ \Ok�X. ° °1 ° S° S ° ° ° S a , 1 ° ; .°1 ° ° ° .f ° 1 S ° S ° ° 3 y n —I- - - - - - - - - - - - - - - - �� IV I\ \\\ \ \ \ 13 KEY NOTES (TYPICAL) ® � LJ..I z °° .° . a's ° °$"s $..s° 8"S $..s a °II $"$ ° ° ° s s °° I I y 6 \ z cn ° °° 1 ° ° °� ° 1F ° °s° ° °1, �$ss° °8 ° \y� \ \ 1 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL 0 z - s - s, .s ° °1° s O I y �y \ TREES WITHIN TURF AREAS. m Q rn y 32 / + -oo y u y I t 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION � y I 4 0D y I 1- y I I I I I TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY 0 Q y y I y °, y y I I I WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. w = y y I l y �I , I I� z y y � w y y i I I I I I I I g 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH V w Q y y I y I I y yh W. I I PERMEABLE FABRIC WEED BARRIER. MATCH PREVIOUS PHASE. THE USE OF MULCH OR J y y I oo rn y y I ROCK AS THE ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. y I y I I y yI I I 3 IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBITED. y I `" I I y y y yl I I I 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. z y `k y 70 171 72 173 174 W 3 \ vhl e I .v y O O i y I 133 I� y y y yI I I I 5. NOT USED. Q _ I y y I 1 W I� y y y y l I I I I 15 6. 10' DRAINAGE FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' m Y• I W u) I I y y Iy CLEAR ZONE OF STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. y I y y y I I I I I I I 7. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE y rn y y y 11 BLOCK33 ,�, y I I� y yl I I I I L4.0-2. 8. IMPROVEMENTS PER APPROVED ITD IMPROVEMENT PLANS. y I y 0D I I y y y \ I \ I 9. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN, PROTECT, AND OR s y y \ \ \ I ADJUST AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND X IN .y W °y s ° s 34 Irn I I I PATCH BACK ALONG PHASE BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW y y y y y y y y y y y�i y y y y y y y . y "w ° ° y w y I I� y y y l I� I I I I AND EXISTING LANDSCAPE SHALL BE NON RECOGNIZABLE AND COHESIVE WHEN V •Y •Y mil• �1• ��W1.--• �l y y µl J• 6� a y y y y y y y y y� y yW w w w Ww w w I I y y I I I I FINISHED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE w a^i w w+ w '� .w w W W W w y °° I I PLANTING AREAS AND IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW a �° w 1 � W w W W y 1 3 y I " I I y y y y y y y � W I I CONSTRUCTION. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION 3 I y CO s P ,4 sue' — W SS O y ys y y s y �' y ° y y y Iy I I I I I SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING s y y s y y y-s- —esy y y y W y , + CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER / S I I— y yl/ I I I yssco y y _y_y _yy I I y I' 61/i I I I THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, AT NO I y y y e y y y y y y y y y ry y y y I I ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF 69 y• y y y y .�. y y .�. y y y � y y 1 o4' 3 � ° I I y y yr I I I I THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN I OPERATION OF THE EXISTING SYSTEM DURING THE COURSE OF CONSTRUCTION. E y Y• y y y y Y• Y• Y• y y y y Y• O Z l• y� y •Y •Y w y l• Y• •Y •Y •Y •Y O' y y y y l y s y y a I 35 I� y �I I I I I 10. NEW 6' TALL WOOD FENCE. JOG FENCE A MIN. OF EVERY 300' ALONG CHINDEN AS a I I SHOWN ON PLANS. MATCH PREVIOUS PHASE. SEE L4.0-5. } l• Y• •Y •Y y y l• Y• •Y •Y •Y Y• Q I y y y y y y y y •Y •Y y y y 3 y ° y 5y y y y y y y y y y y y y °° co y I I� y y I I I II II i I II 11. 5' HEIGHT CLEAR VIEW METAL FENCE. MATCH PREVIOUS PHASE. SEE L4.0-3. Z I y y y l• Y• y •Y •Y y y `Y I y 6 y � y I `�� I I I 12. 5' HEIGHT CLEAR VIEW METAL GATE. w I � y y Y• y Y• y y y Y• Y• ,y y II a y y y y Y• Y• y •Y •Y w y y •Y •Y y Q 13. SCHEMATIC BERM. SEE CIVIL PLANS FOR ACTUAL CONTOURS. E N G I N E E R I N G Ny y y y y y •Y •Y mil• mil• mil• 1• Y• o I 168 66 l y l y ° oo y a I I y y �I lAlo I I I I 9233 WEST STATE STREET Z y •Y y yl• Y• y •Y y y y y 3 I I� V I I I 14. EXISTING PORTION OF 6' HEIGHT WOOD FENCE TO BE RELOCATED TO TOP OF BERM BOISE, IDAHO 83714 •Y •Y y y y y •Y •Y •Y y y y a. I y s° s _� y I I I I AS SHOWN. PHONE(208)639-6939 O y V. y y y y V. V. mil• y y I V. 36 I I i y y y •Y •Y w y y y •Y •Y •Y W Y• y y I I I I I kmengllp.com a I � � � � � � � � y y y I y I I y I�I I I I I I I 15. EXISTING 6' HEIGHT WOOD FENCE TO REMAIN. _ v' DESIGN BY: KAP MATCH LINE — SEE SHEET L3.0 I y y y y y y y y y y y �I O I ° y y y •Y •Y •Y y y y y •Y •Y • I y ° ° co I X I� w Iw l,i I i I I I� DRAWN BY: KAP CHECKED BY: AY Z DATE: 12/1/20 LANDSCAPE PLAN PROJECT: 20 145 Z SHEET NO. a a 0 30 60 90 0 L2'0 Plan Scale: 1" = 30' N 2 •••• E 0 F ID �••. • PLANT SCHEDULE �y10 SSAYL4'� *=: m EXISTING TREES TO REMAIN BOTANICAL COMMON NAME SIZE MATURE HXW CLASS2N SMATCH LINE - SEE SHEET L2.0 •:��•• LA-165, •Y WmME on Im EXISTING STREET TREES TO REMAIN EXISTING 16 12/03/2'0_ ••••:(� MW v Im .•- -• _I mom Mom m M mpg _� I I I SEE TREE PROTECTION NOTES �•.�dLq••••••••� v. P4•••• v, v, v, W W W W v, v, v, V, 00 .IW I, D P,,,,•• W W • W W W •� ° � I Cn V, W I I I I I I I I • v v v v W W v v v v v v' v s 6 Wv I IJ I I� I DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS N• ;;A` v' v- v' v' v' v' W W W I v' W v- V' I I W � 167 v v v v v v v v v v I v v 1° I I W W I / / I I I ACER TRUNCATUM `PACIFIC SUNSET' TM 2" CAL. B&B 35`X30` CLASS II 20 PACIFIC SUNSET MAPLE . . �. �. �. �. �. �. �. �. �. �. . � vs v. W W v' W W y v- v' v' v' W W W W ° v v v —� 6 + *S 6 W W S W s-' v • J I 137 I �I d / / / FRAXINUS AMERICANA 'AUTUMN PURPLE` 2" CAL. B&B 45'X45' CLASS II 9 ssco w w -4 w W I w W W .wSCO tlV �W v W I I W W v AUTUMN PURPLE ASH i i 1 1 1 1 W Wv i W Ww��w �WTW w v d v v y y y ui y 41 �w�www w W I I� w v \ / / ~ w �w v v v v �' v v w v v� v v W v v W v W W I I— \ i A / / • FRAXINUS PENNSYLVANICA 'PATMORE` 2" CAL. B&B 45`X35` CLASS II 20 0 I�I I / / I 'PATMORE` ASH W s 0o 7c 00I I W W II W I I I� 41 v v III II I 9 GLEDITSIA TRIACANTHOS 'SKYLINE' 2" CAL. B&B 35'X30' CLASS II 6 I I \ I SKYLINE HONEY LOCUST I I W W W I I I I I I I S v W 138 I v v I I I I I I 15 + TILIA CORDATA 'GREENSPIRE' 2" CAL. B&B 45'X35' CLASS II 6 v- BLOCK 33 I s °° v- I I 3 GREENSPIRE LITTLELEAF LINDEN v W I 4 a I v W v / IIIIII I I II EVERGREEN TREES BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS GZY 0 v IIIII I I _ v- 165 164 163 162 61 I W °° 00 Q I r- �' v- / �wl �` N I I I I I I I I PICEA PUNGENS 6`-8` B&B 60`X30` EVERGREEN 25 W III I I I I COLORADO SPRUCE, OR W ~ v I • • I I v v III I I I '� BLUE ATLAS CEDAR, OR W W I v S S I 139 I v W eQ ` I I I CEDRUS ATLANTICA "GLAUCA" W W I I O I� v- i I \ I I I PINUS FLEXILIS 'VANDERWOLF'S PYRAMID` 10`-12' B&B 25`X15` EVERGREEN 39 I z v I I� I I VANDERWOLF'S PYRAMID PINE, OR I I SERBIAN SPRUCE, OR v W v I Q I I W W �In I I I I PICEA OMORIKA — - - - — - - -I— R PIS—z_�0,. W —I- -.- - - - - - — — — — — — 4 PI 4"PI 4"PI 4"PI v u — — — — — — — — — — — IIII I II II II GROUND COVERS BOTANICAL / COMMON NAME CONT CITY �< • " " ° ' ° s° , s ` a1 ° s�. > —I- - - - - �� ry IIIII I I I I s :s"s °$"s1a .� �$"S1, 's"s ° ° $"s °1< a �ys' S"s a 8" s z 3 TURF SOD SOD 73,657 SF • a ,°1 ° s •1 00 W TO MATCH PREVIOUS PHASES z 4"PI 4"PI 4"PI 4"PI 4"P 4'PI "PI 4"PI _ 4° I ° S - - - - - - - - �— I N I I'Co � W W► I / v W I I III I I / I OTHER BOTANICAL / COMMON NAME CONT OTY w I v W v IIWIII I I 1 1 I / EXISTING TURF TO REMIAN NONE 4,320 SF W PRESERVE AND PROTECT 00 W 00 I I I I I O153 154 155 156 157 58 I W•v I I W W W IJ A I I LANDSCAPE SHRUBS AND PERENNIALS NONE 62,903 SF O O O O O 159 I W v S 141 I v W 6 II II I I TO MATCH PREVIOUS PHASES I W I I tI I I II I I I s v FENCE SCHEDULE DESCRIPTION 00 W v IWI/ IIIII I I I II NEW 6' HEIGHT WOOD FENCE. I N — — — — — — — — — — — — — — — — — I I I NEW 5' HEIGHT CLEAR VIEW METAL FENCE - - - - - - - - - - - - - - - - - I �. �I/l I i I l I rl v a I I� W „ `� I I RELOCATED 6' HEIGHT WOOD FENCE � s` ° s s° .S• a t 1--f-IW I —� 142 I v e I I X EXISTING 6' HEIGHT WOOD FENCE O 2 W / I z To z 8°W W 8„W 8„W 8°W 8°W 8°W 8„W W 8„W 8„ W 8°W • I rn y = a 1 n W. SUNNY COVE LN. 6 4 $� W I�I W IIIII I / W� IIIIII I I I I cn a J 8„ 8"S 8°S 8„S 8„S 8"S 8„S 8„S 8„S $„S 8"S „S S W I Q I KEY NOTES (TYPICAL) ® �_ W •rs ICI v IIIIII I I v v- + v- y 4, 11 '�� w v v ® W v v ° / ICI I I I I 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL z W Co a • / 143 I i IIIIII I I TREES WITHIN TURF AREAS. a U 13 10 I W J I 6,� I I I 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION — TRIANGLE. THE COVER (/� 0 — — — IO1 WITHIN HE CLEARXVISIONHT TRIANGLE SHALL VEGETATIVE FROM OTHEDADJJACENTTSTREETI GRADE. I� J III z 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH (D W a _ s Pi _ — L / / I PERMEABLE FABRIC WEED BARRIER. MATCH PREVIOUS PHASE. THE USE OF MULCH OR 5 J — — — — — J / / J I I ROCK AS THE ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. — / — — — — — — — J / I I I IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBITED. Co // / I I 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. z /a/ /� - - - - - - - - - - - - %// I I 5. NOT USED. 151 150 149 48 147 146 145 44 I l / ///� I 6. 10' DRAINAGE FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' Co \ I CLEAR ZONE OF STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. I I I I I I J \ \ 9 7. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE L4.0-2. 9 10 I I \ \ \ \ / / \ \ ^ I \ \ \ \ \ \ / / / / � \\ \ \ 8. IMPROVEMENTS PER APPROVED ITD IMPROVEMENT PLANS. 9. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN, PROTECT, AND OR ADJUST AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND x 10 I ``° I I I / / / / \ \\ \ PATCH BACK ALONG PHASE BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW AND ESIVE WHEN U 3 / ) J / I I I I / / I I \ \\ \ FINIISHED EXISTING CONTRACTOR TOR ISSCAPE SRESPONSIBLE TO REPAIR HALL BE NON ALL EXISTINLE AND G LANDSCAPE o PLANTING AREAS AND IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW o 8"P _ 77r" - - -BPr - - -B"Pr - - -B"Pr — _ - - - 8"pl- - -9TI - -8"pl- - -g.'pl - -g.pr - - -BPf - - a"pr - - Sri — —a"PT-- uHi - - 11 P I I / I I I I l \ \ _ — _ CONSTRUCTION. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION 3 / / / I ( I I I I \ ` — = SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING a / I—� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _%/ / I I CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER / — a / / / I I I I I THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, AT NO a L-i— _ — — _— — — 00 / / / I I I I I I ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING THE COURSE OF CONSTRUCTION. } v v WSW W v W W \ \ I I III 10. NEW 6' TALL WOOD FENCE. JOG FENCE A MIN. OF EVERY 300' ALONG CHINDEN AS a —JT JT J JT .IT —>J 1JT Jr A "jl�.j�/\��( III SHOWN ON PLANS. MATCH PREVIOUS PHASE. SEE L4.0-5. Q \ - Jr r, w= _ _ _ — — — __ _ _ — — — — -- — — — / I I 15 11. 5' HEIGHT CLEAR VIEW METAL FENCE. MATCH PREVIOUS PHASE. SEE L4.0-3. w w w W • Jr v�y _- - - - - - - \ ` � I Q —w w w _ _ _ I I 12. 5' HEIGHT CLEAR VIEW METAL GATE. w w • er _ \ _ 10 W. LOST RAPIDS DR. s JI�� W W\ \� _ __—_ _ — v v v Z _ _ — \ 13. SCHEMATIC BERM. SEE CIVIL PLANS FOR ACTUAL CONTOURS. E N G I N E E R I N G Z 9233 WEST STATE STREET 3 ✓r. v v v v v v v \ ` \\ I I �� 14. EXISTING PORTION OF 6' HEIGHT WOOD FENCE TO BE RELOCATED TO TOP OF BERM BOISE, IDAHO 83714 ti W Jr AS SHOWN. PHONE(208)639-6939 W Jr \\\ Il I cv J co kmengllp.com F W W \\ \ \ 0 \ o=j 15. EXISTING 6' HEIGHT WOOD FENCE TO REMAIN. Z 9 ��v v \\\\ \ \ V S m DESIGN BY: KAP DRAWN BY: KAP CHECKED BY: AY LANDSCAPE PLAN W \\ DATE: 120-145 ~4� PROJECT: 20 145 0 30 60 90 W SHEET NO. i Plan Scale: 1" = 30' L13.O o \ N 2 Lij z •. ti •.•••••. Iy •. Q w ,•'SSA YES`''••• .� �/. REMOVE DEAD/ DAMAGED O BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF m i ARBORICULTURE STANDARDS; LA-165, 25' REQUIRED ' J •. 0�• IMPROPERLY PRUNED TREES 35.0' 1 • ••.••�12/03/2 • p (AS DETERMINED BY THE BUFFER '. O •• •' 4 .• p LANDSCAPE ARCHITECT) 6'-0" O O o SHALL BE REMOVED AND •111111. (2)-BVC WOOD TREE p O O REPLACE. STAKES(MIN. 6' HT) O p TRUNK FLARE. LOCATE PRIOR CHAINLOCK O TO PLANTING. FLARE SHALL TREE TIES BE VISIBLE AFTER PLANTING. 6" MULCH PER PLAN KEEP MIN 1"-2" AWAY FROM TRUCK 2" METAL (2) 1" STEEL TUBE RAILS MIN. STEP = 2" 3" 2" STEEL POST POST CAP 4" APPART (CLEAR) FLARE �MAX. STEP = 12" �' �, � 6' WOOD FINISH GRADE N FENCE 3 3" HT. WATERING BASING MULCH AT z ROOT- PLANTER 0 - � BERM � � w I � I � Lij DEPTH BALLI I �_' FERTILIZER TABLETS TURF 8" BEDS o r =I I=I I=III I FOLD BACK BURLAP FROM J I III II II II I II I I t III TOP j OF ROOTBALL. _ _ - :I I LANDSCAPEREMOVE WIRE BASKET. I=III I I=III = =I I- h - O ROOT- '� o = MATERIAL PER ^^NOTE: REMOVE TREATED BACKFILL SOIL MIX GENTLY I -I =I I I I—_ -�I _ _ _ii iii ii I PLANLd OR SYNTHETIC BURLAP BALL PACK BACKFILL USING WATER I I I=I I- _ _ O 1 IEI I I III 1-- COMPLETELY. REMOVE TO SETTLE SOIL AROUND I-II—III—III �_ II I a I ANY SOIL AND/OR ROOTBALL FINISH —�I i I I-I I-I I= I _ =1 I I I=I w MULCH AWAY FROM 8" MIN NTING PIT 8" MIN ROOTBALL ON UNDISTURBED GRADE I-III—III--III- I I= ITOPSOIL v � zTREE CROWN AFTER ,— PIT SHALL BE A MIN. 2 TIMES WIDER SOIL III-11171 � �u�h,,, INSTALLATION. O THAN ROOTBALL AT BASE AND A CUT EDGE � v1 MIN. 3 TIMES WIDER THAN ROOTBALL 2 AT FINISH GRADE. DEPTH SHALL BE 3:1 MAX w NOTES: SAME AS THE ROOTBALL. t 6' - 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED 1/2 1" SQUARE STEEL (1) 1" STEEL TUBE TALL BERM 4:1 BERM. STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL RODS 4" APPART (CLEAR) BOTTOM RAIL f 4' TALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. DECIDUOUS TREE PLANTING AND STAKING DETAIL SHOVEL CUT EDGE 5'-FOOT CLEAR VIEW METAL FENCE TOWNHOUSE TYPICAL SECTION NTS NTS 3NTS 4NTS 0 z 7, „ 7, 06 R.S. CEDAR 4X6 R.S. CEDAR POST ON-CENTER SPACING ® LEVEL PANEL POST ON-CENTER SPACING ® STEPPED PANEL POST 0 CORNERS 1 X6 R.S. CEDAR POST ® CORNERS 1 X6 R.S. CEDAR AND STREET FACING 3/4" CHAMFER OVERLAPING PICKETS AND STREET FACING 3/4" CHAMFER OVERLAPING PICKETS 3/4" CHAMFER SECTIONS (TYP.) 1" OVERLAP) SECTIONS (TYP.) POST TYP.) {1" OVERLAP) 4X4 R.S. CEDAR ® POST 1(P.) 4X4 R.S. CEDAR 5-1/2" MkN. STEP EOTEND L FSTEEDGD PANEL TO POST X4 R.S. CEDAR 0 POST TYP,) ( ( { POST TYP.) POST (TYP.) ( POST (TYP.) ( 0 EACH END (TYP,) _\_x 1X6 R.S. CEDAR TRIM 2X6 R.S. CEDAR TOP RAIL 2X6 R.S, CEDAR TOP RAIL TuLN 12" MAX. STEP - SHORTEN PANEL IF NECESSARY 2X6 R.S. CEDAR TOP RAIL o v�i in Lnn u 4X4 R.S. CEDAR 34" CHAMFER / o 4X6 R.S. CEDAR - o -I POST (TYP.) a POST (TYP.) CD It= J in POST (TYP.) JIr o o 2X6 R.S. CEDAR TOP RAIL _jJ J CD N I I 2X4 R.S. CEDAR MIDDLE RAIL 2X4 R.S. CEDAR MIDDLE RAIL co w o w �j 2X4 R.S. CEDAR MIDDLE RAIL O cn c� yr c� a ATTACH PICKETS TO SUPPORT - -CD z CD J RAILS WITH 2 16d GALV. o J o I ( ) I yr 2X4 R.S. CEDAR MIDDLE RAIL I RING-SHANK NAILS ® TOP, io J z O J MIDDLE AND BOTTOM. 0 a z O w_ w_ a ¢ Q 1 X6 R.S. CEDAR TRIM 2X6 R.S. CEDAR BOTTOM RAIL 2X6 R.S. CEDAR BOTTOM RAIL Q W _ 2X6 R.S. CEDAR BOTTOM RAIL > _ Q OFFSET OFFSET ATTACH EACH END OF MIDDLE RAIL WITH (1) ATTACH EACH END OF TOP AND BOTTOM RAIL WITH SLOPE BOTTOM RAIL 2X6 R,g CEDAR BOi70M 0 Z W ATTACH TOP AND BOTTOM r• j:,,:,,, .; 16d GALV. RING-SHANK NAIL AND (1) #10 (2) 16d GALV. RING-SHANK NAILS AND (1) #10 TO MATCH GRADE RAILCL TRIM WITH (12) 16d GALV. - Y`.`::.y SCREW - STAINLESS STEEL OR COATED. SCREW - STAINLESS STEEL OR COATED. WITH 3" OFFSET 1 X6 R.S. CEDAR RING-SHANK NAILS. OVERLAPING PICKETS Q h'._.` .I TOE-NAIL ® CORNERS WITH (1" OVERLAP)TYPICAL RAIL FASTENERS L U FENCE POST SET ON GRAVEL BED w AND SET WITH CONCRETE (TYP.) w WOODEN FENCE z 5NTS J m w z z w J z Q z J Qw m J Li � Z — O U _j 0 J m 35.0' 25' REQUIRED BUFFER 0 MIN. 30' DEDICATED 34.5' 1 Nam ° COMMON LOT ROW I LANDSCAPED ch7w BERM PER PLANS z w w ; ° J LANDSCAPING Z w 3 w 0,4 PER APPROVED `'� J 1 I 6' WOOD ITD PLANS 3a N w ` CD CD O O w = _j LLJU LANDSCAPE I o z �i - I FENCE co w O MATERIAL w co J PER PLAN a w _ I 'a "" w 5.0' J 8.0' z O o O O a o 2 ^� �. Q o w w = I WALK PARK STRIP o „" Z c z 6' WOOD Q I O o 3 Qg � ww� O FENCE U - i w 3:1 BERM. o 0 � ~`l O 1.5% v f 3'-4' TALL O LANDSCAPE I E N G I N E E R I N G CHINDEN BLVD. V = MATERIAL PER / �' 5 o �w U PLAN �^ 9233 WEST STATE STREET o n J J W. LOST RAPIDS DRIVE BOISE, IDAH083714 G Doe_j w j J w-z w r. PHOkmenglNE 1p.co�6939 Q m� �cf) _ O DESIGN BY: KAP Z f 20 f 13' cnAkAhmaUwsAAAmrxAwtNrra4mAAkmr7Jmrxkm DRAWN BY: KAP 3:1 MAX 4:1 BERM. 1 6.0' 33 PATHWAY t 6, CHECKED BY: AY Z f 4' TALL 0 60' TALL BERM DATE: 12/1/20 W. CHINDEN BLVD(20/26) TYPICAL SECTION W. LOST RAPIDS DRIVE TYPICAL SECTION COSTCO TYPICAL SECTION PROJECT: 20145 g 6NTS 7NTS SHEET8 NO. o NTS a L4.0 ti 0 N 2 PLAT OF Bainbrid e Subdivision ISO. 1 A PORTION OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 27, N TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 STA: 596+96.55 OFF: 70.00 RT (SEE ROS 12582) \ 0 50 100 200 300 STA: 596+96.55 L> S00'42'25"W FOUND ALUMINUM CAP OFF: 72.00 RT 2.00' Scale: 1"=100' N 1/4 CORNER SECTION 27 (SEE ROS 12582) 1 PER CP&F No. 2020-150425 POINT OF COMMENCEMENT SHEET INDEX FOUND ALUMINUM CAP NE CORNER SECTION 27 SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND BASIS OF BEARING / PER CP&F No. 2017-150426 22 - _ - - _ -N89-17'35"W 2647.29' _ \ 22 23 SHEETS 2-3 - DETAIL PLAT MAP 27 898.29' 4 S89'17'35"E - - - - - - - - - - - - - S00 42 25"W 1749.00 70.00' (TIE)��-I 22.25' W. Chinden Blvd. (HWY 20/26) 0 27 26 SHEET 4 - CERTIFICATE OF OWNERS AND NOTES 0 66ti POINT OF BEGINNING- ---_,_ S89'17'35"E 538.75' � -6 SHEET 5 - CERTIFICATES AND APPROVALS LO 1 CD REFERENCES T 15 z R1. PLAT OF BAINBRIDGE SUBDIVISION No. 11, BOOK 119 OF PLATS AT w BLOCK 33 2 PAGES 1 8477-1 8482, RECORDS OF ADA COUNTY, IDAHO. iA BLOCK 33 N ® ® ® ® ® ®iv R2. PLAT OF. LOST RAPIDS SUBDIVISION, BOOK 119 OF PLATS AT PAGES 1 2 2 2 2 2 2 2 2 18496-18501 RECORDS OF ADA COUNTY, IDAHO. 16 21 :t 17 18 19 20 0 0 R3. RECORD OF SURVEY No. 11040, RECORDS OF ADA COUNTY, IDAHO. z O O O C4 R4. RECORD OF SURVEY No. 11456, RECORDS OF ADA COUNTY, IDAHO. N89'17'35"W W. Silver River Ln. 2® (Private) CURVE TABLE R5. RECORD OF SURVEY No. 12582, RECORDS OF ADA COUNTY, IDAHO. W.Silver River Ln. 42.87' (Private) CURVE RADIUS LENGTH DELTA CHORD BRG CHORD R5. DEEDS PER INSTRUMENT Nos. 2018-066669, 2019-060619, N0042 " 2019-095396, 2020-026627 AND 2020-028189, RECORDS OF ADA >24>,E-/ @ @ @ C1 1415.87' 534.82 21'38 33 N81'20 58 W 531.65 COUNTY, IDAHO. 106 108 150.00' 23 C2 28.00' 43.98' 89'59'59" N44'17'35"W 39.60' SURVEY NARRATIVE O O C3 28.00' 43.98' 1 90'00'011. N45'42'25"E 39.60' THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. 105 109 N890 N00`4225"E 7 C4 100.00' 19.25' 11'01'46" S85'11'32"W 19.22' THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND � o ®17�35��W G 20.00' 3 DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD SURVEY OF 84.00' C5 72.50' 40.31' 31'51'16" N73'21'57"W 39.79' EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS FOUND TO BE IN 104 110 25 O SUBSTANTIAL CONFORMANCE WITH THE REFERENCES LISTED HEREON. ALL 13 C6 72.50' 20.06' 15'51'23" N49'30'37"W 20.00' PROPERTY CORNERS WHERE MONUMENTS OF RECORD WERE NOT FOUND 103 107 111 24 26 C7 72.50' 15.06° 11'54'02" N35'37'55'W 15.03' WERE SET/RESET AS SHOWN HEREON. LEGEND C8 72.50' 20.06' 15'51'23" N21'45'13"W 20.00' 102 112 0 J 27 0 ® FOUND ALUMINUM CAP AS NOTED �p C9 72.50 18.39 14'31 56 N6'33 34"W 18.34 c�a fQ 101 113 > > 28 M BLOCK 33 _ C10 72.50' 38.43' 30'22'24" N1553'36"E 37.98' FOUND "IDAHO TRANSPORTAION DEPARTMENT" .L w J o C11 72.50' 26.03' 20'34'25" N41'22'00"E 25.89' ALUMINUM CAP AS NOTED � v cn � BLOCK 33 6 6 co v Bainbridge Subdivision z 29 N ® c 3® Lost Rapids FOUND 5/8" REBAR WITH PLASTIC CAP MARKED 3 C12 72.50 23.75 18'46 04 N61'02 15 E 23.64' pO Z No. 11 22 � Subdivision ALB 12459", UNLESS NOTED OTHERWISE N C13 72.50' 24.77' 19'34'43" N80'12'38"E 24.65' 30' 0 z 3 N FOUND 1/2" REBAR WITH PLASTIC CAP MARKED 114 115 116 117 z C14 16.50' 25.71' 89'17'36" N45'21'12"E 23.19' O "ALB 12459", UNLESS NOTED OTHERWISE 31 3 0® C15 16.50' 25.92' 89'59'59" N44'17'35"W 23.33' pp SET 5/8" REBAR WITH PLASTIC CAP MARKED C16 28.00' 7.08' 14'28'39" S83'28'06"W 7.06' "ALB 12459" S89'1735' E 32 O C17 28.00' 36.91' 75'31'22" S38'28'05"W 34.29' 84.00' N00'42'25"E • SET 1/2" REBAR WITH PLASTIC CAP MARKED O C18 1 28.00' 7.07' 14'28'37" S8703'17"E 7.06' "AL13 12459" 20.00 6 BLOCK 33 O O C19 28.00' 36.91' 75'31'22" S37'03'17"E 34.29' ( SET BRASS PLUG WITH MAGNET INSERT 118 33 C20 72.50' 113.88' 89'59'59" N44'17'35"W 102.53' O MARKED "ALB PLS 12459" ) N00`42'24"E C21 72.50' 1 112.99' 89'17'36" N45'21'12"E 101.90, 0.50' (UNLESS NOTED OTHERWISE) WITNESS 97.49' ewc CORNER. SET BRASS PLUG (WITH MAGNET o LINE TABLE INSERT) MARKED "ALB PLS 12459" (SEE NOTE W.Sunny Cove Ln. 18 ON SHEET 3) W.Sunny Cov e I.n N00`00560o'OW (Private) LINE BEARING DISTANCE ® L1 S34'14'30"W 13.10 CALCULATED POINT private) o 0 4 •I ; �� 3 N89`51'49''E L2 N74'56'56"E 23.19 4® LOT NUMBER BLOCK 33 N00 00 00 W 29.97 ® @ �, BLOCK 33 L3 N58'55'12"W 11.53 30 BAINBRIDGE SUBDIVISION No. 11 LOT NUMBER 38 37 36 140.94' ' SUBDIVISION BOUNDARY LINE 39 DEVELOPER LOT LINE 35 o BRIGHTON CORPORATION ADJACENT LOT LINE MERIDIAN, ID C1 - - - SECTION LINE W.Lost Rapids Dr. �66� AIL LANo GIST SG - --- - - -- EASEMENT LINE o 1crn E N G I N E E R I N G 12459 9233 WEST STATE STREET Bainbridge Park 99TF ` O PHONE(08)639-6939 Subdivision q OF OP Q kmengiip.com 10B NO. 20-145 SHEET 1 OF 5 PLAT OF 22 S89'17'35"E 2647.29' - - - - - - Bainbridge Subdivision 1�=0. 12 22 23 27 898.29' 1749.00' - - STA: 596+96.55 - - - - - - - - - - - - - - - - - - - - - 1 OFF: 70.00 RT \ 27 26 N (SEE ROS 12582) S00.4225"W 1 12.00' W. Chinden Blvd. (HWY 20-26) 0 SOO*42'25"W 1 S89°1735"E 70.00 (TIE) I 22.25 TA: 596+96.55 Z 1 \ OFF: 72.00 RT op, O (SEE ROS 12582) S89'17'35"E 538.75' �y POINT OF BEGINNING 0 20 40 80 120 s o Scale: 1"=40' o w (0 0 in z in S89'17'35"E 437.00' °0 - -53.00 - - 48.00' - - 48.00'- - - 48.00'-- - -4$.00'- - - - 48.00'- - - -48.00' - - -48.00'- - - -48-00'- - \ S00'42'24"W LO o 0 0 0 0 0 0 0 N (NOT TO SCALE) �wc N O O O O OL0 / cV L6 L6 _L6 L6 U-) O o -L0 we� `- BLOCK 33 � N00'42'24"E ( �; / ® t° (NOT TO SCALE) .- CO co CO co Cfl 3: 3r 0 CO N N N N N N N N N N \ dN eq .. N N N 21 15 0 0 0 0 o N o 0 0 0 DETAIL "All 0 o N SEE NOTE 18 (TYP.) z i-- - - 9.00- _ __ - - - 2.50' N89'17'36"W 1 O 33.87' O 39.00' - 48.00' - - 48.00' - - 48.00'- - 48.00' 48.00'- - __ .�� 63.06' ° C4 S89'17'35"E 281.50' CS v \ •�oc�� `L - - - - - --� we l�S00'42'24"W � O O _ � � �/ 0.50 • G `�� ,. �'� w'- ° (NOT TO SCALE) N89 17 35 W DETAIL "B" 42.87' W.Silver River Ln. 0 �, o �j DO'S b co (Private) z SEE NOTE 18 (TYP.) 1 S89'17'35"E W 5i1v e ate) O n�\� S89'17'36"E 90.00' I 0.50' (NOT TO SCALE) i+ w _cc) N89'17'35"W 281.50' 12 5' (SEE / to 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 41.50' NOTE 11) s w o we - - - - - - -- --� - -- - -- - - - - - - - - - - - - - - -��s 1 I 3 ° 0 0 0 I - ® ao N O O w� O O O O 1 U� I d i o o rn � BLOCK 33 rn rn I N 1 I 4 DETAIL nCn 0 0 8 w ( S89'17'36"E 110.00, 1 M SEE NOTE 18 (TYP.) 23 Z d d �} d d cl V I p ( 0 O> N N N N N N ( 1 O / N N N N N N 1 r- 0 w� co 0 co 0 0 `r SEE DETAIL "A"1 0 1 �w 0 3 we SEE z z z z Z Z THIS SHEET I 1 z � d ' NOTES(9&11) 4.00' I I I 04 1-- - - - S89'17'36"E- - -J ;t „° 40.00' wc� 40.00' wc� 36.00' �w 40.00'- 40.00'- �wc 40.00'--� 58.00'- i o -I- - - - -110.00,- -- oo N89 17 35 W N89'17'35"W 84.00' N89'17'35"W 214.00' 0 1 i cn 0.50 (NOT TO SCALE) N00'42'25"E l o0 0 w Lost Rapids DETAIL "D" We N89'17 35 W 214.00 N O 1 w O P 20.00 a ° e o 3 Subdivision (TYP.) v, o SEE NOTE 18 TYP. G - -38.00 - we 40.00 40.00 - - we 40.00' wc -56.00'- 1 ~ 00 N00'42'24"E �z i v� C 16 10' (SEE I 0.50 o a� 0 w o 0 NOTE 10) ( S89'17'36"E 110.00' I s ' 41 O 0 �w o 0 0 1 No we {NOT TO SCALE) ro o. '� 1 ' I to N ... / Bainbridge Subdivision 1 0 I 0 0 g w o, Z No. 11 24 d d "'�� 1 0 3 c� `�' F4 cv I °�' N CN d i o DETAIL"En :t dN -t N N 22 Ui o O 0 0 0b It 1 b m � S89'17'36"E 110.00' 1 PO SEE NOTE 18 (TYP.) 00 o I > CL N I _I "t45.00' wc� 40.00' wc� 40.00' wcj- 40.00' wc� 56.00 wce� z NN o I 3 0 O N N89'17 35 W 221.00 0 � 1 b Lal WC �" (n I I U) 27 .N S89'17'35"E 94.00' wc° SEETHIS ASHEET J I S89'17'36"E 110.00' pSEE DETAIL "D" 0 THIS SHEET 04 SEE DETAIL "C" 1O SEE oIt O THIS SHEET o _ „ „ � --- NOTE 1°) 1 DEVELOPER Z SEE DETAIL 3 I 00 0 BRIGHTON CORPORATION LO ewc S89'17'35"E 94.00' 28 &� (SEE NOTE 6) o 1 MERIDIAN, ID 5' (SEE WC 3 1 qt S89'17'36"E 110.00' 1 �`-NOTES 9&11) �t I pNpL LANs `o aN �yS� %sT oG ENGINEERING 't p ® I ® O 0 9233 WEST STATE STREET I O I o I n 12459 BOISE,IDAHO 83714 N 00 I ao A PHONE(208)639-6939 29 we S89'1735"E 94.00' I d B I wC6 I 1 I J',912'1.�D��S� kmengllp.com I"-NBTES(9&11) @ MATCH LINE - SEE SHEET 3 ' S89'17'36"E 110.00' 99,Q�F OF - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' JOB NO. 20-145 SHEET 2OF5 PLAT OF Bainbridge Subdivision No. 12 N MATCH LINE - SEE SHEET 2 - - - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5' (SEE 1 I NOTES 9&11) SEE DETAIL "F" I S89'17'36"E 110.00' 0 o N THIS SHEET I i Sri N (SEE NOTE 6) L - - -0 1 d d a- d- 1 b of o i o 30 c S89'17'35"E 94.00' 4WC ) � SEE DETAIL "C" 00 SHEET 2 SEE DETAIL "E" I 0 20 40 80 120 EE DETAIL "D" � 6 SHEET 2 SHEET 2 S89'17'36"E 110.00' 1 Scale: 1"=40' w S89'17'35"E 221.00' N wc° j 45.00' wce 40.00' wce 40.00' wce 40.00' wce 56.00' wce I 31 C%4 9' (SEE 10, (SEE I O I 0 0LO - I NOTE 6) O o 0 o NOTE 10)-'i o 00 o WC Z o0Ui 0) I ; I N e 1 BLOCK 33 Ln 'n S89'17'36"E 110.00' I SE COR LOT 174 Bainbridge Subdivision � 3 � I o N , No. 11 N 1 3 r �r d I �r w °' I I 3Lo Uj I 32 N 1 °' dN 0) N N O ( w: 24 O o I 0 0 00 0 SEE DETAIL "A o 04 z o 1 v� S89'1 T3_5"E � 1 cn z V) cn cn SHEET 2 o O It z 00 o - 33.48' -- �� ,y C18 I z V) ( ( 1 `� � S89'1735E - -40.00, we 40.00 - .-38.00 - e -I -- S89'17'36"-E- N00'42'25"E 6.00 - 20.00' we 214.00' 0 e - 110.00 --�------�1 1 1 S89'17'35"E 84.00' S89'17'35"E 214.00' l o o I BLOCK 33 h O e o w� O O � e J 40.00' we 40.00' w '�-36.00'� we 40.00' wc -40.00' wce- 40.00'-we �- 58.00'- wce co 1 4 ) $ °+^' 4.00' ( `r 1 z w I - I ( I Lost Rapids Z a rn O r O 1 10.00 m r to N U N1 co oLO V) rn L 0 0) 0) z ( I N NOTE 10) 1 rn I O N) 1 `r 5 3 5 5 3 5 3 5 3 5 3 1 r- 01 0 33 O J ^ It Lu � W 22 Z 0 0 0 0 0 0 -z ( 1 S89'17'36"E 110.00' 1 3 N z N �y to cn cn cn to N I ( 5 51' 5' (SEE �� N o( o - - - - -- -- -- - - - - - - - - -- - - - - - - - - - - - - � � NOTE 11) "-- z z O 40.00' 40.00' 40.00' 40.00' wt 40.00' 40.00' 41.71' �' o o 0 1 3 N90'00'00"E 281.72' ci / N / I 1 00 W. Sunny Cove Ln. / S89'17'36"E 110.00, I 1 0 0 � N89'51'49E o to (Private) G��G�// 29.97' Z 2� -0S90'00'00"W 281.72' GN2i �; ®4 q o 8.02' 48.00' 48.00' 48.00' 48.00' 48.00' 23.71' C13 i �, N89'17'54"W - - - -- - -- - -- -- - - -- - - - - -- - - -- - v'. - - 33.49' - - - - - S89'17'36"E 109.08' w o 34 0 0 0 o O 'O rn o O O o O o 00 Sri to b Z LO � Li Ln 0) - °' BLOCK 33 r .- N NE COR LOT 161 do w w w w w W -W 4 °' e 0 0 0 0 0 0 0 �'' ®2 D ETA I L 171 we 0 0 0 bo o SCALE: 1"=20' p b b w b b b 0 0 0 w o 0 0 0 V) b o w N (n to V) 0 b o z z Z --48.00" - - -48.00'- - � 48.00'- - -48.00'- -- -48.00'- - - -48.00" - -' -48.00'- - - ,48.00'- - N90'00'00"W 384.00' 0 N O C1 W,Lost Rapids D,. DEVELOPER BRIGHTON CORPORATION MERIDIAN, ID O �`pNpl LAND SG Bainbridge Park c, G%ST ` Subdivision Q E N G I N E E R I N G b a ^�� 9233 WEST STATE STREET `t BOISE,IDAHO 83714 d+J o PHONE(208)639-6939 y9 9TF OF � kmengllp.com C. 8 z• �j•�!i`� J OB N0. 20-145 SHEET 3 OF 5 PLAT 0 Bainbrid g, e Subdivision No. 12 CERTIFICATE OF OWWR NOTES' CONFORM 1. MINIMUM. SETBACK LINES. SHALL C TO THOSE APPROVED WITH THE PLANNED UNIT DEVELOPMENT . . KNOW ALL MEN/WOMEN. BY THESE,PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL.PROPERTY HEREAFTER _ . ED ,... H-20T9-0074 AND AS REQUIRED BY THE UDC 11-7=4A.1 PER THE STANDARDS LISTED IN UDC TABLE 11-2A-.7. SIDE DESCRIBED. ( ) - LOT LINES WITH.A O-FOOT SETBACK ARE LABELED ON SHEETS 2 AND 1. ALL OTHER LOT LINES SHALL COMPLY WITH THE A PARCEL OF LAND SITUATED IN THE NORTH 1% 2 OF THE NORTHEAST 1 4 OF SECTION 27, TOWNSHIP 4 NORTH, RANGE 1 WEST, REQUIREMENTS" ABOVE. : B.M.,:CITY OF MERIDIAN, ADA COUNTY, IDAHO. AND BEING.. MORE PARTICULARLY' DESCRIBED AS FOLLOWS: . 2. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF :12-INCHES'ABOVE THE HIGHEST ESTABLISHED „ NORMAL GROUND WATER .ELEVATION. COMMENCING.AT AN-.ALUMINUM CAP MARKING THE NORTHEAST CORNER OF SAID SECTION'2T; WHICH .BEARS 5891735 E A , DISTANCE , ORN R OF SAID SECTION 27 THENCE . OF 2,647.29 FEET FROM AN ALUMINUM CAP MARKING THE NORTH 1 4 C E , SHALL COMPLY W 3. ANY-RESUBDIVISION OF THIS PLAT, WITH THE APPLICABLE:ZONING REGULATIONS OF:THE CITY OF MERIDIAN IN FOLLOWING THE NORTHERLY LINE OF THE NORTHEAST 1/4 OF SAID SECTION 27, N89'17'35V A DISTANCE OF 1,749.00 FEET; CT AT THE TIME OF RESUBDIVISION.- THENCE LEAVING SAID NORTHERLY LINE 'S00'42'25"W A DISTANCE OF 70.00 FEET TO A FOUND 5/8-INCH REBAR ON THE EFFECT SOUTHERLY RIGHT-OF-WAY BAINBRIDGE SUBDIVISION U RLY RIGHT OF WAY LINE OF WEST CHINDEN BOULEVARD AND THE EASTERLY BOUNDARY OF BAI B G N NO. 11 4. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT: IN COMPLIANCE WITH IDAHO:CODE SECTION- ING THE POINT (BOOK. 119 OF PLATS AT PAGES' 18,477 THROUGH 18,482,. RECORDS OF ADA COUNTY, IDAHO AND BE N OF 31-3805 1 b - LOTS WITHIN THIS: SUBDIVISION WILL BE ENTITLED TO IRRIGATION- WATER :RIGHTS. AND WILL BE OBLIGATED BEGINNING. , FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT: A FOLLOWING THREE RECOGNIZES SECTION 2 -4503 OF •THENCE LEAVING. SAID. EASTERLY BOUNDARY AND FOLLOWING SAID SOUTHERLY' RIGHT-OF-WAY LINE THE (3} 5. THIS DEVELOPMENT RECO N ZES 2 THE IDAHO CODE, RIGHT TO FARM ACT,.-WHICH STATES.. N0 COURSES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL_ BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN 1.S89"17'35"EA DISTANCE OF 22.25 FEET TO A FOUND ALUMINUM CAP; IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION,: FACILITY OR EXPANSION WAS NOT A NUISANCE AT 2.S00'42'25"W A DISTANCE OF 2.00 FEET.TO A FOUND ALUMINUM CAP THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE 3.S89'17'35"E A DISTANCE OF 538.75 FEET TO A FOUND 5/8-INCH REBAR ON THE WESTERLY BOUNDARY OF LOST RAPIDS RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR SUBDIVISION (BOOK 119 OF PLATS AT PAGES 18,496 THROUGH 18,501, RECORDS OF ADA COUNTY, IDAHO); EXPANSION THEREOF". ,, 6. LOTS 128, 152, 160, 166, AND 175, BLOCK 33 ARE COMMON LOTS AND SHALL BE OWNED AND. MAINTAINED BY THE THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE AND. FOLLOWING SAID WESTERLY BOUNDARY, S00 4224 W A DISTANCE OF BAINBRIDGE NORTH HOMEOWNERS ASSOCIATION INC. THESE COMMON LOTS ARE SUBJECT T BLANKET MEN 1,093.34 FEET TO A FOUND 5/8-INCH REBAR- ON`T NORTHERLY RIGHT-OF-WA LINE OF WEST LOST RAPIDS DRIVE U 0 LA EASEMENTS FOR ,. / HE E Y , PUBLIC UTILITIES,.. STORM DRAINAGE AND HOMEOWNERS ASSOCIATION PRESSURIZED IRRIGATION. A PORTION OF LOT 165, THENCE LEAVING SAID WESTERLY BOUNDARY AND. FOLLOWING SAID NORTHERLY RIGHT-OF-WAY LINE, 534.82 FEET ALONG THE ARC BLOCK 33 IS SUBJECT TO A STORM DRAINAGE EASEMENT AS SHOWN HEREON. OF A CURVE TO THE LEFT,`SAID :CURVE HAVING'.A RADIUS OF L415.87 FEET, A' DELTA ANGLE OF 21'38'33", A CHORD BEARING OF N81'20'58"W AND A CHORD DISTANCE OF 53.1.65 FEET TO A FOUND 5 8=INCH REBAR ON THE EASTERLY BOUNDARY OF SAID 7. LOT 152 BLOCK 33 COMMON LOT IS A PRIVATE ROAD AND MAINTENANCE FOR: SAID LOT` IS AS PROVIDED IN THE O D, BAINBRIDGE SUBDIVISION NO. 11 / COVENANTS CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE - PRIVATE ROAD` CANNOT BE MODIFIED AND THE HOMEOWNERS ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE P THENCE LEAVING SAID NORTHERLY- RIGHT` QF .WAY LINE AND FOLLOWING SAID EASTERLY BOUNDARY THE.FOLLOWING FIFTEEN (15) 0 EXPRESS COURSES: CONSENT OF THE CITY OF MERIDIAN. 1.N00'00'00"W-A DISTANCE OF 140.94 FEET TO. A FOUND 5/8-INCH REBAR; - 8. LOTS 160 AND 175, .BLOCK 33 COMMON LOTS) ARE SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES TO PROVIDE 2.N89'51'49"E A DISTANCE OF 29.97 FEET TO A FOUND 5/8-INCH REBAR;, - ACCESS FOR THE RESIDENTIAL LOTS ADJACENT TO THESE LOTS. THE COMMON DRIVES SHALL BE MAINTAINED BY THE 3.N00'00'00"W A DISTANCE OF' 56.00:FEET TO A FOUND 5/8-INCH REBAR; HOMEOWNERS ASSOCIATION. 4.N00'42'24"E A DISTANCE. OF 97.49.%:FEET TO.-A FOUND 5/8-INCH REBAR; 9. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT AS DIMENSIONED FOR PUBLIC UTILITIES 5.S89'1735"E A DISTANCE OF 84.06 FEET TO A FOUND 5/8-INCH REBAR; AS SHOWN HEREON. 6.NOO'42'25"E A-DISTANCE OF 20.00 FEET TO A.FOUND 5/8-INCH REBAR; 7.43.98 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS.OF 28.00 FEET, A DELTA ANGLE OF 10. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE PRIVATE ROAD RIGHTS-OF-WAY (LOT 152, BLOCK 33) 89'59'59", A CHORD BEARING OF N4417'35"W AND A CHORD DISTANCE OF 39.60 FEET TO A FOUND 5/8-INCH REBAR; CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S 8.N00'42'24"E A DISTANCE OF 306.00 FEET TO A FOUND 5/8-INCH REBAR; ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 9.43.98 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 28.00 FEET, A DELTA ANGLE OF 90'00'01", A CHORD BEARING OF N45'42'25"E AND A CHORD. DISTANCE OF 39.60 FEET TO A FOUND 5/8-INCH REBAR; 11. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR HOMEOWNER'S 10N00'42'25"E A DISTANCE OF 20.00 FEET TO A FOUND' 5/8-INCH REBAR; ASSOCIATION PRESSURIZED IRRIGATION. 1.1N89'17'35"W A"DISTANCE OF 84.00 FEET TO A FOUND 5/8-INCH REBAR; 12. ALL OF LOT 152, BLOCK 33 AND A PORTION OF LOTS 160, 166 AND 175,: BLOCK 33 ARE SUBJECT TO A SEWER AND 12N00'42'24"E A DISTANCE OF 150.00 FEET TO A FOUND 5/8-INCH REBAR; WATER EASEMENT IN FAVOR OF THE CITY OF MERIDIAN PER INSTRUMENT No. _ - , OF ADA COUNTY RECORDS. 13.N89'17'35"W A'DISTANCE OF 42.87 FEET TO`A FOUND 5/8-INCH REBAR; 14.19.25 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID.CURVE HAVING A RADIUS OF 100.00 FEET, A DELTA ANGLE OF 13. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR` APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF 11*01'46", A CHORD BEARING OF S8511'32"W AND A CHORD DISTANCE OF 19.22 FEET TO A FOUND, 5/8-INCH REBAR; MERIDIAN: 15.N00'4225"E A DISTANCE OF 176.85 FEET TO THE POINT OF BEGINNING: - 14. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY RESTRICTION RELEASE. SAID PARCEL CONTAINS 11.71 ACRES, MORE OR LESS. 15. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND.IN THIS PLAT. THE PRIVATE ROADS AND THE 16. THIS SUBDIVISION WILL BE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT.THE` RIGHTS TO USE SAID PRIVATE ROADS AND RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. EASEMENTS ARE HEREBY PERPETUALLY RESERVED' FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO W. CHI B STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES'ARE TO BE ERECTED WITHIN THE LIMITS OF 17. DEN VD. HIGHWAY.DIRECT LOT ACCESS'TO N L 20 26 AND W. LOST RAPIDS DR: IS PROHIBITED: SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. ALL LOTS WITHIN THIS. PLAT WILL RECEIVE WATER SERVICE FROM THE I OF SHOWN HEREON ARE 0.50'CITY MERIDIAN AND SAID CITY HAS..AGREED IN WRITING TO SERVE ALL OF THESE LOTS. 18. THE WITNESS CORNERS S E WITNESS CORNERS AND ARE SET AS FOLLOWS. F A WITNESS CORNERS ALONG THE SOUTH SIDE 0 LOTS 24, BLOCK 33 OF BAINBRIDGE SUBDIVISION No. 11 AND LOT 160 BLOCK 33 (LOTS 153-159) ARE SET N00'42'24"W A DISTANCE OF 0.50 FEET FROM THE TRUE LOT CORNER POSITION. B) WITNESS CORNERS ALONG THE NORTH SIDE OF LOT 24, BLOCK 33 OF BAINBRIDGE- SUBDIVISION No. 11 AND LOT 160, - BLOCK 33 (LOTS 161-166) ARE SET S00'42'24"W A DISTANCE OF 0.50 FEET FROM TRUE LOT CORNER POSITION, C)' WITNESS CORNERS ALONG THE SOUTH SIDE OF LOT 166, BLOCK 33 (LOTS 161-165) ARE SET NOO'42'24"E A DISTANCE OF 0.50 FEET FROM THE TRUE LOT CORNER POSITION. D) WITNESS CORNERS ALONG THE WEST SIDE OF LOT 166, BLOCK 33 (LOTS 167-164) ARE SET S89'17'35"E A DISTANCE OF 0.50 FEET FROM THE TRUE LOT CORNER POSITION. JONATHAN D. WARDLE, PRESIDENT E) WITNESS CORNERS ALONG THE EAST SIDE OF LOT 24, BLOCK 33 OF BAINBRIDGE SUBDIVISION No. 11 (LOTS 167-169) - ARE SET N89'17 35"W A DISTANCE OF 0.50 FEET FROM THE TRUE LOT 'CORNER POSITION. BRIGHTON DEVELOPMENT, INC. F) WITNESS CORNERS ALONG THE SOUTH SIDE OF LOT 24, BLOCK 33 OF BAINBRIDGE SUBDIVISION No. 11 AND LOT 175, BLOCK 33 (LOTS 170-174) ARE SET NOO'42'24"E A DISTANCE OF 0.50 FEET FROM THE TRUE LOT CORNER POSITION. G) WITNESS CORNERS ALONG THE SOUTH SIDE OF LOTS 170-174, BLOCK 33 ARE SET SOO'42'24"W A DISTANCE OF 0.50 FEET FROM THE TRUE LOT CORNER POSITION. H) WITNESS CORNERS ALONG THE NORTH SIDE OF LOT 24, BLOCK 33 OF BAINBRIDGE.SUBDIVISION No. _11 AND LOT 175 (LOTS 176-182) ARE SET S00'4224"W A DISTANCE`OF 0.50 FEET FROM THE TRUE LOT CORNER POSITION. ACKNOWLEDGMENT CERTIFICATE OF SURVEYOR STATE OF IDAHO ' SS I, AARON L. BALLARD,,DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF. - ADA COUNTY IDAHO, AND THAT THIS PLAT OF BAINBRIDGE SUBDIVISION No. 12 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION THIS RECORD" WAS ACKNOWLEDGED BEFORE ME ON 20_, BY JONATHAN D. WARDLE, AS AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING PRESIDENT OF BRIGHTON DEVELOPMENT, INC. TO PLATS AND SURVEYS. \�Np,L LAND s GI S TE o `6� SIGNATURE OF NOTARY PUBLIC AARON L. BALLARD, P.L.S. 12459 12459 cAJ, o MY COMMISSION EXPIRES 9qp PF OF �OPP�O dZ .�.low ENGINEERIN-.G 9233 WEST STATE STREET DEVELOPER BOISE,IDAHO 83714 '�'" �'` Q i PHONE(208)639-6939' R [ 1 0-, L:o o n to kmenglip.com MERIDIAN, ID JOB NO. 20-145 SHEET 4 OF 5 PLAT OF Bainbridge Subdivision No. 12 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT HEALTH CERTIFICATE THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN DISTRICT COMMISSIONERS ON THE DAY OF 20 SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. PRESIDENT ADA COUNTY HIGHWAY DISTRICT HEALTH OFFICER DATE APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF ADA COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. CITY ENGINEER APPROVAL OF MERIDIAN CITY COUNTY TREASURER DATE I, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF A.D. 20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO ))) SS ADA COUNTY MERIDIAN CITY CLERK I HEREBY CERTIFY THAT THIS PLAT OF BAINBRIDGE SUBDIVISION No. 12 WAS FILED AT THE REQUEST OF AT MINUTES PAST OoCLOCK M., THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS CERTIFICATE OF COUNTY SURVEYOR BOOK of PLATS AT PAGES THRU I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE INSTRUMENT NUMBER RELATING TO PLATS AND SURVEYS. DEPUTY EX—OFFICIO RECORDER ADA COUNTY SURVEYOR DATE FEE: \�NNL LqN�s C ��G\ST .e. 12459 99 9TF OF SOP �O �Tk L. B PLOP Is Zoe ENGINEERING 9233 WEST STATE STREET DEVELOPER BOISE,IDAHO 83714 PHONE(208)639-6939 BRIGHTON CORPORATION kmengllp.com MERIDIAN, ID JOB NO: 20-145 SHEET 5 OF 5