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Home My WebLink AboutConstruction Drawings V1APPROVED VERTEX SUBDIVISION NO, 1 )r :: 96/29/22 CONSTRUCTION PLANS MERIDIAN, IDAHO 0 40 80 160 240 Plan Scale IMPRESSIVE EAST RIDGE SUBDIVISION No. 1 LAVENDER HEIGHTS SUBDIVISION No. 1 #4 I BLOCK 1 MERIDIAN RURAL FIRE PROTECTION DISTRICT O 13 14 S1405212420 I IN zl Oj 0 a uJ u DISCOVERY PARK CITY OF MERIDIAN S1405212410 I L W0]iINVAPI�LVi[.lM I 1d1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 i �� LEGAL DESCRIPTION 0 M E. LAKE HAZEL RD. ° #1 \ \ \ \ AFFLECK 15 \ R7317670010 16 \ 17 \ ; 18 s Mn�7NT \ A/iyTOP wq y 19 \ BLOCK 2 20 \ '^ \ v \ F \ 21 y \ AFFLECK \ R7317670020 u, \ �0 22 \ v \ 00 23 \\ -7 \ 1 3 \ O \\ 27 2s \ E N/ICKHAM DR. 28 26 \ 30 \\ \ BLOCK 1 31 \ \\ 33 32 \\ \\ A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 2 OF SECTION 5, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2022. DATUM HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE ZONE 1103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). BENCHMARK POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION 1 00 685598.239 2462067.011 2755.834 5/8" REBAR 2 00 683807.657 2461778.986 2750.599 5/8" REBAR 3 00 683811.425 2463019.302 2757.461 5/8" REBAR 4 X 685685.030 2461713.990 2757.148 CHISELED X —CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION.— DIGLINE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE (800 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AN ALL IMAGES TO EXISTING UNDERGROUND UTILITIES. ACHD COMPLIANCE THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: • NONE INDEX OF DRAWINGS SHEET NO. SHEET TITLE C1.0 COVER SHEET C1.1 NOTES, ACRONYMS, LEGEND C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 ROADWAY IMPROVEMENT PLANS C2.1 ROADWAY IMPROVEMENT PLANS C2.2 ROADWAY IMPROVEMENT PLANS C2.3 ROADWAY IMPROVEMENT PLANS C2.4 ROADWAY IMPROVEMENT PLANS C2.5 ROADWAY IMPROVEMENT PLANS C3.0 GRADING IMPROVEMENT PLAN C4.0 STORM WATER IMPROVEMENT PLANS C4.1 STORM WATER IMPROVEMENT PLANS C5.0 SEWER IMPROVEMENT PLANS C5.1 SEWER IMPROVEMENT PLANS C6.0 WATER IMPROVEMENT PLANS C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS C7.2 PRESSURE IRRIGATION IMPROVEMENT PLANS C7.3 PRESSURE IRRIGATION IMPROVEMENT PLANS C9.0 STREET LIGHT IMPROVEMENT PLAN L1.0 LANDSCAPE COVER L2.0 LANDSCAPE PLANS L3.0 LANDSCAPE DETAILS L4.0 FENCE EXHIBIT CONTACT INFORMATION %/IrIKIITV NA A D SHEET DESCRIPTION E. OPTIMUM ST. PLAN AND PROFILE S. UTMOST WAY PLAN AND PROFILE E. WICKHAM DR. PLAN AND PROFILE S. MOUNTAINTOP WAY PLAN AND PROFILE S. RECREATION AVE. PATHWAY PLAN PAVEMENT MARKINGS AND SIGNAGE D ETAI LS ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT "C" PLAN AND PROFILE D ETAI LS PUMP STATION WET WELL AND INTAKE PUMP STATION DETAILS OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 CONTACT: ZACH MEYERS PHONE: (208) 639-6939 PHONE: (208) 378-4000 FAX: (208) 639-6930 FAX: (208) 377-8962 CONTACT: LACHUN KINSELLA, P.E. EMAIL: zmeyers®brightoncorp.com EMAIL: Ikinsella®kmengllp.com PROJECT S. UTMOST WAY PLAN AND PROFILE STREET SECTIONS ALIGNMENT "B" PLAN AND PROFILE PLAN AND DETAILS Digitally signed by Lachlin C Kinsella, P.E. Date: 2022.05.10 08:44:20 -06'00' 0 r-1 0 Z0 Z 2 p Q w Lu N � _ > Z cn Q W Zo > X w O W H Of W Z O V H cn Z MERIDIAN ACCELA (CITIZEN ACCESS PORTAL) RECORD ID/ PERMIT NUMBER: O U LD-RSUB-2022-###!i liumo C✓YLg ENGINEERING P1bk IOANO 1Mmb Depubnsd 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O Deslpn6Cenc wdon/upplaoa WSpeolo&n PHONE (208) 639-6939 kmengllp.com z ■ ■ ■ ' ■ ` DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK • Q DATE: MAY 2022 Z PROJECT: 22-015 _ ■ SHEET NO. C1.0 Lu �� IfE Io CITY OF MERIDIAN GENERAL NOTES APPROVED STANDARD NOTES FOR REVISED 3/1/18 OW29,22 RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND COMMERCIAL PROJECTS WITH PUBLIC MAINS .: •.vna:ao�uoo= GENERAL CONSTRUCTION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT ITD). THE MORE STRINGENT OF ANY OF THEE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. WATER 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) ROADWAY 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON -SITE, A COPY OF THE MOST -CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES 1. 2. 3. 4. 5. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; ((D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM VERTEX SUBDIVISION NO. 1 FINAL PLAT. 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE 404 PERMIT. 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE ROUGH GRADING PLAN. 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY FROM ALL BUILDINGS. 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING CONSTRUCTION. 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE REQUEST OF THE AGENCY AND/OR THE ENGINEER. GRADING NOTES 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE SITE. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF -SITE. THE DEPTH OF STRIPPING COULD VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLACEMENT. REMOVE AND DISPOSE OFF -SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS MATERIALS. 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED OFF -SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS -OF -WAY. 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. 6. OVER -EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING CONSTRUCTION. 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. UTILITY NOTES 1. 2. 3. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN REGION (334-2190). EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. ACHD NOTES 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 2. ALL WATER VALVES, BLOW -OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS GREATER. 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO INITIATING ANY CONSTRUCTION. 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300, EXTENDED BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. 8. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS LINK: HTTP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. TRAFFIC CONTROL NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND HIGHWAYS. 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ITEMS. 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM THE EDGE OF THE TRAVEL WAY. 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED FOR PUBLIC SAFETY. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO ANY CONSTRUCTION. IRRIGATION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON -POTABLE PIPELINES (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF HE IRPDWS AND AS DETAILED IN SECTION 405 - NON -POTABLE WATER LINE SEPARATION AND ISPWC STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION FROM DEQ PRIOR TO ANY DEWATERING. 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30'. 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC STANDARD DRAWINGS SD-301 AND SD-302. 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF FINAL ACCEPTANCE. 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 400. TEST PRESSURE SHALL BE 150 PSI. 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45' PROVIDED THE PIPE BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO CONSTRUCTION. CL - CENTERLINE N - NORTHING CO - CLEANOUT OHP - OVERHEAD POWER E - EASTING PC - POINT OF CURVATURE ELEV - ELEVATION PI - PRESSURE IRRIGATION EP - EDGE OF PAVEMENT PS - PRESSURE SEWER FL - FLOW LINE PT - POINT OF TANGENCY FLG - FLANGE R - STATION OFFSET RIGHT GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE HP - HIGH POINT SD - STORM DRAIN INV - INVERT SDMH - STORM DRAIN MANHOLE ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP CONSTRUCTION SS - SANITARY SEWER L - STATION OFFSET LEFT SSMH - SEWER MANHOLE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE LIP - LIP OF GUTTER SW - SIDEWALK MA - MATCH EXISTING TBC - TOP BACK OF CURB MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE MW - MONITORING WELL LEGEND 0 BOUNDARY LINE OFFSITE BOUNDARY LINE Z SETBACKS O N ROAD CENTERLINE j Lu LOT LINE LINE RIGHT-OF-WAY LINE b FOUND 1/2 INCH REBAR 0 FOUND 5/8 INCH REBAR FOUND BRASS CAP ® FOUND ALUMINUM CAP 0 CALCULATED POINT p z PROPOSED IMPROVEMENTS S SEWER LINE W WATER LINE SD STORMDRAIN LINE PI PRESSURE IRRIGATION LINE 0 SEWER MANHOLE wv WATER VALVE ® WATER METER FIRE HYDRANT WL -------- / SINGLE WATER SERVICE W__< DOUBLE WATER SERVICE Q � DRAINAGE ARROWS z O Lu z 0 w EXISTING IMPROVEMENTS z = SANITARY SEWER LINE O Q WATER LINE N 2 C GAS LINE > z z OVERHEAD POWER LINE Q <f GRAVITY IRRIGATION LINE m 0 SEWER MANHOLE N U WATER VALVE X W Q WATER METER W W FIRE HYDRANT W O POWER POLE > z POWER BOX EDGE OF PAVEMENT EDGE OF GRAVEL TREE DECIDUOUS -2645 - - EXISTING GRADE CONTOUR z O V D Ln z 0 U Of lamo ENGINEERING IL 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 z kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 z PROJECT: 22-015 SHEET NO. _ J C1.1 Lu a z O V D H cn z O U Of O LL O z APPROVED 96 29 /22 )r ° I f` I Q o `.I a + 1 ° BLOCK I - w 48.54 TOC 48.92 TOC vi +39.01, 36.901E +60.99, 36.901E 47.97 FL 48.36 FL 48.55 TOC ,le +39.01, 27.851E +60.99, 28.751E_ +27.74, 48.311E ° 48.47 GB 48.70 PC/GB 47.98 FL V= +50.01, 27.001E +49.50, 27.001E +18.60, 48.311E ---_48.15 GB -- -- 7 ° _ +80.00, 27.001E 5 48.78 TBC b\ +53.50, 6.001E � � 48.83 CL/TBC +47.50, 0.00' 0.40% 7 0 12"SD 12"SD ,zS 47.83 CL/LIP 2 E. OPTIMUM ST. 1 +20.00, 0.00' `v 0.79% 10+00 1 83% O + - 0.50% °' 48.73 TBC 49.06 TBC +53.50, 6.00'R 2 N o +38.50, 6.00'R 1 7 p 43% IC! 48.15 GB 7 +80.00, 27.00'R - 5 5.74. SEE DETAIL SHEET C2.4 m 47.60 FL � I � A 01 BLOCK 3 +18.42, 48.91'R 6 of 10 48.12 TOC J 48.70 PC/GB +27.45, 48.91'R +49.50, 27.00'R N in 48.40 FL +60.99, 28.75'R 48.30 GB 48.98 TOC, +50.01, 27.00'R +60.99, 36.90'R 47.77 FL +39.01, 27.85'R 0 48.28 TOC + - +39.01, 36.90'R E. OPTIMUM ST. PLAN AND PROFILE I_ O +� I } Oc f ~ 10" 1 m P ?O. v 7 49.06 TBC ,z" D /'-+38.50, 6.001E 49.24 CL/TBC /_+44.50, 0.00' 0.60% 112+0 48.78 CL/GB +49.50, 0.00' 7 m 0 1 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 97Rn :I °I ,I I i SEE ROADWAY PLAN THIS SHEET _I °I I I I � SEE ROADWAY THIS �11 PLAN SHEET I 2"1 BLOCK 3 o a O 49.21 TOC +81.96, 26.391E 48.77 FL +81 96 18 241E 9 49.44 +67.06, 16.50'Lv__ 49.31 CL+96.00, 60.45'RtOOo .4%+00 + o_ o �1 -1 49.06 CL + 0 N O 8 +27.48, 0.00' � N I O BLOCK 1 O O 49.49 GB +77.59, 16.501E 49.14 TOC 49.57 CL/GB +72.99, 26.401E SEE DETAIL SHEET C2.4 +77.59, 0.00' 48.65 FL 49.37 TOC +72.99, 18.251E B 07.998, 4.501 PT 9.47 TOC 487F49.27 .L +84.48, 16.50E 24.50E +07.111g,115.67' L+4798, 16.501E 49.08 FL 401B49.08 1 F sn'I+89.48, 98, 15.67E -+ -6.10_ - �[+47 I N 8° z_ LuU �< �< 49.32 PC ` 8 0 J +41.09, 16.50'R oSZ 19+00 0.79% _ 0.44% Lu 8 10+001Lu - 1 U 2 0-42, D4� p 5B% 8 0 NN 3 ti0 P2 Q Vi N N w 49.23 m ,- - 5 ° 5 S Lu+67.06, 16.50'R L - - - - - - 48.97 CL/GB 35 - -- a------ - 49.17 LIP/GB A - -- (A9 +47.48, 0.00' " � o +54.21 _ 18.83'R 49.10 48,.90 FL 48.89 GB cn 49.08 FL +26.10, 16.50'R +47.48, 16.50'R +47.98, 16.84'R +81.96, 15.6TR ... 49,20 PT 49.29 TOC 48.74 FL 49.40 TOC +14.09, 16.50'R +81.96, 24.50'R +72.99, 15.67'R o p +47.98, 24.50'R 48.96 FL 49.13 TOC BLOCK 1 � o D o +07.98, 16.58'R +72.99, 24.50'R m * 49 30 TOC ?7Rn ?7Rn 0 2757 o 2757 O 0 O 0m O + + o o+ ¢� 2754 0 a ¢ N" co v¢~ N ¢m Y.0 r N0 _o T N 2754 N� Q r Y 7 N U Y W N Qr m W ,n II N m m m W �J II w l l Q z J 011 w <J 2751 2751 FINISHED GROUND AT MEDIAN 0 60% 2748 1 g3% ---- ---- ---- 2748 FINISHED GROUND EXISTING GROUND 2745 2745 2742 N 2742 EXISTING GROUND CENTERLINE 2739 FF FINISH GROUND CENTERLINE 2739 7 O N I ^ 1 w 6 CO N 0 7 m N m a m v a m n m a a m N N NN NN NN NN NN NN NN 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 0.46% 18+00 S. UTMOST WAY 34 0 Q +07.98, 24.50'R _ 49.06 LIP/GB SEE ROADWAY PLAN I u +01.75, 18.29'R SHEET C2.2 2� + i BLOCK 2 E. OPTIMUM ST. PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 97Rn o rn 2757 m a � + N 2757 m + II rn II N II H ODo � II H � N n II N a n N rn z OD 7 rn 2754 N o_ N Y N N 2754 m w II N II m w> mw II 0, w a�i zw caw zW mw caw 2751 2751 FINISHED GROUND -0.42% 0.46% -0.79% 0.44% 2748 2748 EXISTING GROUND 2745 O 2745 2742 o N N N 2742 EXISTING GROUND CENTERLINE 2739 FINISH GROUND CENTERLINE 2739 N n N m r2 M p O oo N M M u) r N a0 N O] 00 h 00 00 oo 00 00 oo 00 00 N NN NN NN NN n NN NN NN NN NN NN 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE - GRADE BREAK - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT CR - CURB RETURN POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.4 FOR TYPICAL ROADWAY STREET SECTIONS. C. SEE SHEET C2.5 FOR PAVEMENT MARKINGS AND SIGNAGE. D. SEE SHEET C3.0 FOR LOT GRADING. E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC STANDARD DRAWING SD-701A. 3. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. 4. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB AND GUTTER. 5. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 6. INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 7. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 8. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 9. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 10. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. a 0 (/% QZ J Lu Lu Lu J 0 11 zo O O zaa Z 2 Lu O Q Lu Q Q >aa Z Z > Q Q 0 1 1 m N (/% Lu Q L GG G Of Lu 0 O > < LJ Z O V D H N Z O kmo U Of ENGINEERING IL 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 z kmengllp.com I DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 Z PROJECT: 22-015 SHEET NO. _ J C2.0 Lu a APPROVED 96 29 /22 )r :: 71 - - - - - - - - - - - 53.41 - - - - - - - - - - - - - - - - - - - - - - - - - - - BLOCK( SHARED DRIVEWAY/EMERGENCY ACCESS DRIVE O4 OS 6O 7O O8 9O 10 11 SEE DETAIL SHEET C2.4 B 51.41 TOC +49.12, 24.501 51.04 FL +48.21, 15.671 ------49.43- - - - - - - - - - - - 49.87 50.31 GB 51.01 PC 51.27 O - - +00.00, 16.50'L - - - - - - - - - - - - - - - - - - +00.00, 16.50'L - --I - - - - - - - - - - - - +00.00, 16.501 - - - - - - - - - - - +06.45, 16.50'L +46.01, 16.50'L - - - - - - uj N - -- 2 z_ nn Lu' 20+00 0.44% 21� OO 22+00 0.66% 23+00 = Lu - - - - - - - - - - U =/' 1 S. UTMOST WAY o L \ Lu A S Lu 49.51 CL - - 49.95 CL - - - - - - 50.39 CL/GB - - - 51.09 CL/PC +00.00, 0.00' o +00.00, 0.00' 749.87 +00.00, 0.00' +06.45, 0.00' 49.43 49.43 50.31 GB 51.01 PC +00.00, 16.50'R � +00.00, 16.50'R +00.00, 16.50'R ' +06.45, 16.50R 2 1 1 51.33 POC ^ o p D +54.78, 16.50'R / Ao 51.65 PT/GB o +03.12, 16.50'R / 51.73 CL/PT/GB N� BLOCK 2 0 +03.12, 0.00' O7 Og O9 1p O SEE ROADWAYS EET C2.3 � J2 �O S. UTMOST WAY PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' '77R.3 SW 53.93 SW ri GB 1.007, 53.16 GB O C C SEE DETAIL SHEET C2.4 2 12 cq " o 0 1 " 13 52.32 52.34 'C/GB ° PC/GB 1.00%° 51.9 6 POC/GB R66.51 51.49 7. o'I 52.00 SW j�e�9°, POC/GB O / 51.86 14 4 / POC/GB / 51.58 SW / 51.50 TOC +62.58, 24.50'L ---51.17 FL I +63.49, 15.671 j_51.40 +65.69, 16.501 151.65 PT/GB 15 +03.12, 16.501 '77R3 2760 2760 0 � 0 + II 2757 N r 2757 p) N N M QY0 w � mD N N w 2754 0> 2754 2751 FINISHED GROUND d' (7 J W 0.66% 2751 0.44% EXISTING (GROUND- 2748 2748 2745 2745 EXISTING GROUND CENTERLINE 2742 FINISH GROUND F CENTERLINE 2742 00 (n N Cn N O N 00 N N N N m0 00 O u) N 00 M O N N N N m u) mM N r r .0 r^ m 0 m r 00 0 0 0 0 0 0 0 r _ 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 r N N N N N N N N N N N N N N N N N N N N N n N N n N N n N 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 23+70 24+00 24+30 SHEET LEGEND *\\-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE - GRADE BREAK - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT CR - CURB RETURN POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.4 FOR TYPICAL ROADWAY STREET SECTIONS. C. SEE SHEET C2.5 FOR PAVEMENT MARKINGS AND SIGNAGE. D. SEE SHEET C3.0 FOR LOT GRADING. E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. KEYNOTES 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" MINUS CRUSHED AGGREGATE. 4. INSTALL CURB TERMINUS PER ISPWC SD-707 5. INSTALL COLLAPSIBLE BOLLARDS, MAXIFORCE OR APPROVED EQUAL, THAT ARE WRENCH RE-SETTABLE TO PROTECT EMERGENCY ACCESS FROM ILLEGAL ENTRY. a 0 QLu J J O f1 O Z O cc Z d Z 2 Lu O a z \ Q / Z O C0 a Cd >Q Ln X LULu } N > aN O Z O H V D H N Z O U Of kmo ENGINEERING IL 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 z kmengllp.com I DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 Z PROJECT: 22-015 ')HEET NO. _ J C2.1 Lu a APPROVED III I ,,._ 96/29/22 � 4 I I I I I I , � I I I I 1 I 0 BLOCK 1 ' o , I + rn � I 0.86y, 1 \ , .I C2. BLOCK 2 0 EE 5H EE 50.17 GB +09.60, 15.25'R ' 1 1 49.28 TOC O7 50.42 GB � ° 0 +09.60, 0.00' I +31.01, 24.50'L SEE DETAIL SHEET C2.4 +09.60, 16.50'L 50.49 PT 48.93 FL I +31.01, 16.40'L 50.49 PT 1 < +96.49, 16.50'R +96.49, 16.50'L R3315s^ 50.57 CL/PT 49.17 PT 50.70 POC , +96.49, 0.00' I +36.50, 16.50'L +58.37, 16.50'L Qs POC 49.12 GB A 73.98, 1 73. + +43.00, 16.50'L- A 49.49 POC cn 50.13 POC 50.91 PCC/GBH. „h/ TOC 50.76 TOC +00.08, 16.50'L w +99 65, 16.50'L 4 +70.63, 24.50'R _ _ 50.428FL 2 _ ., \ 0.65,, 11+00 I SEE ROADWAY PLAN O2 SHEET C2.0 _ < 49.20 CL/GB e O +43.00, 0.00' - I 49.12 GB +43.00, 16.50'R .. I 49.17 PT I , +36.50, 16.50'R 48.96 FL <, +31.01, 16.40'R 49.34 TOC +31.01, 24.50'R 34 97F.3 v E. WICKHAM DR. 12+00 1 O s �49.57 CL/POC N +00.08, 0.00' ca STI 49.49 POC N +00.08. 16.50'R E. WICKHAM DR. PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 13+00 Qs 50.83 TOC ,+57.16, 24.50'R ^' 0 0•65% �\ / 50.47 FL / " ,+56.50, 15.67'R 2S 50.73 POC +54.29, 16.50'R- -°50.99 CL/PCC/GB�. 50.21 CL/POC w m 4. +20.25, 0.00' +99.65, 0.00' °'- n 50.91 PCC/GB 50.13 POC r +20.25, 16.50'R 28 +99.65, 16.50'R o 0 B A 29 26 30 31 97F.3 2760 2760 N o N O O o 0 M + 2757 0 + Qm 2757 o o V)o II Z Q V, O N �N m W QON W m N 0^ N II 2754 Qf w o 2754 N m Z_ W U' W FINISHED GROUND 2751 2751 0.65% - .86% EXISTING GROUND) 2748 2748 2745 4 4 N 2745 2742 STORM DRAIN SYSTEM 2742 EXISTING GROUND CENTERLINE 2739 FF FINISH GROUND CENTERLINE 2739 N r n O Itr N W O/ a M O M N N O N N M a N O I� O W N O W m M O/ N r O O 0 W v 6 0 a a ao ao ao ao o in oo N^ N^ N N^ N N^ N N^ N N^ N N^ N N^ N N^ N N N^ N^ N N^ N N^ N N^ N N N N F_ 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE - GRADE BREAK - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT v� FL - FLOW LINE z TOC - TOP OF CONCRETE HP - HIGH POINT N CR - CURB RETURN 2 I POC - POINT ON CURVE w Lu - INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.4 FOR TYPICAL ROADWAY STREET SECTIONS. C. SEE SHEET C2.5 FOR PAVEMENT MARKINGS AND SIGNAGE. 0 D. SEE SHEET C3.0 FOR LOT GRADING. Z E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. N c-I Z Lu KEYNOTES ® Q 10- L.L 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. O O Z 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER O Z 11 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. Z 2 Lu m "H" O Q Z 3. INSTALL PEDESTRIAN RAMP TYPE PER ACHD Q SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE > > Q CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Z O J ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. Q Q 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD co SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL Z) 5� THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY N G APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" W Q MINUS CRUSHED AGGREGATE. X } Lu 5 < 5. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK L U CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED AGGREGATE. > aw �.0�// I.J. Z O V D H N Z O U Of kmo ENGINEERING IL 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 Z kmengllp.com I DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 Z PROJECT: 22-015 SHEET NO. _ J C2.2 Lu a z O V D H cn z O U Of O LL O z APPROVED 06 29 /22 )r :: 19+00 1 81' RIGHT-OF-WAY 3:1 MAX. 0.5 21' TBC-TBC 0.5'-� SLOPE TO 5' SIDEWALK 8' PLANTER 21' TBC-TBC �12' MEDIAN 8' PLANTER 5' SIDEWALK EXISTING 1' LANDING, TYP.6" VERTICAL CURB AND GUTTER, TYP. COMPACTED SUBGRADE J 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 6" VERTICAL CURB, 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE TYP. (NO GUTTER) LOCALSTREET SECTION A 8„ OF 6" MINUS PIT -RUN SUBBASE SCALE: NTS 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 0.5' 0.5' 3:1 MAX. SLOPE TO 5' SIDEWALK F -8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC 8' PLANTER-� 5' SIDEWALK EXISTING 1' LANDING, x 3" ROLLED CURB 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE LOCALSTREET SECTION B 8" OF 6" MINUS PIT -RUN SUBBASE 021601111=R110 40' COMMON LOT I 0.5' 5.67' 20.83' TBC-TBC 8' PLANTER�I 5' SIDEWALK CURB AND GUTTER, TYP. 5" PORTLAND CEMENT CONCRETE 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE SECONDARY EMERGENCY ACCESS/SHARED DRIVEWAY SECTION C 53.84 FL +92.60, 15.40'R 53.26 FL 20+00 21+00 22+00 S. RECREATION AVE. 23+00 24+00 25+00 +72.62, 14.60'R I 49.3t EX� 49.7t EX � I 50.3t EX� I 51.4t EX 52.96 48.4f EX 48.9t EX +00.00, 0.00'R +00.00, 0.00'R +00.00, 0.00'R +00.00, 0.00' +00.00, 0.Do' +00.00, 0.00' +66.60, 14.86'R� SHEET LEGEND *II_ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT CR - CURB RETURN POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.4 FOR TYPICAL ROADWAY STREET SECTIONS. C. SEE SHEET C2.5 FOR PAVEMENT MARKINGS AND SIGNAGE. D. SEE SHEET C3.0 FOR LOT GRADING. E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. KEYNOTES 1. INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 2. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" MINUS CRUSHED AGGREGATE. 26+00 27+00 I 53.8t EX 56.4t EX-1/10 +00.00, 0.00' +00.00, 0.00' _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 5°389 ----------- _ 53.26 TOC - +98.58, 16.14 R- - ------------ +72.28, 23.10'R 53.84 TOC +92.26, 23.90'R 48.89 SW 49.02 SW/GB 49.35 SW 49.63 SW/GB 49.81 SW 50.21 SW 50.35 SW/GB 50.62 SW/GB 51.93 SW/GB < 55.82 SW/GB 56.52 SW/GB +00.00, 41.50'R +32.04, 41.50'R +00.00, 35.52'R +57.04, 30.50'R +00.00, 30.50'R +00.00, 30.50'R +33.33, 30.50'R +86.20, 30.50'R +07.18, 30.50'R +57.18, 36.50'R +87.80, 36.50'R 48.76 SW "I - +65.01, 41.50'R N S. RECREATION AVE. PATHWAY PLAN 0 30 60 90 0 # # # Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = #' a 0 r• z= 0< z CIOQ Z) N � X w w H Lu z Q Z J Q J d W �j N Z O i a U 0 Ili w aaw Lu } Q Qw Ir U w 0 � aN 0 lz z 0 I � V D N z 0 U E577.4-± MA 0 0, 36.50'R ENGINEERINGIL 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713O PHONE(208)639-6939 kmengllp.com ° DESIGN BY: LCK / DRAWN BY: LCK ' CHECKED BY: LCK Q DATE: MAY 2022 z PROJECT: 22-015 SHEET N0. _ J C2.4 Lu d z O U D H cN z O U Of O LL O z a z J W d APPROVED 96 29,22 MERIDIAN RURAL FIRE PROTECTION DISTRICT S1405212420 DISCOVERY PARK CITY OF MERIDIAN S1405212410 2jS8 54.83 GB 57.8t MA 57.5t 2)s MA 54.53/ GB- I 2> n S6 N n N 2�S � S 2JS4 I J 2jS 3 53.24 2) SW S2 51.91 SW s E. LAKE HAZEL RD. \ FG Jv 54.36 54.77 \ FG GB 2754_ 4' -r 54.11 2753 _ GB 52.00 53.72 52.55 GB GB, GB BLOCK 1 13 14 - 53.06 I KGB 51.99 53.44 GB 53.06 52.54 2>52 SW GB G26.48�2752- 52.86, _ '52.49 5u.a / 51.10 GB TBC 53.36 51.29 GB SW 52.35 51.25 GB 5050.78 50.78GB GB 50.75 \4\�-Sw TBC 51.25 50.95_ SW 10 - 51.67 50.95 GB 2j GB- 50.45 sp 50.45_ GB GB 50.36_ TBC 50,62 50.55_ SW SW O 51.04 50.55 I�GB GB- a �f 50.05 50.05 .47 1.27 I 50.08 - I I - 1 2750- TBC > i 50.32 50.27 < _ SW O SIN 50.74 50.2727 F NO GB GB 49.77 49.GB G7B 49.81 TBC s 50.08 50.01 SW O SW N 3 50.50 2 50.01 _ GB Q9 GB 49.51 49.51 GB GB WS 49.55 TBC _ 49.83 49.74 s SW SW O 50.25 6 49.74 a GB GB 49.24 49.24 _ GB GB 49.29 Ij TBC II a 49.48 s - `9N.58 SW 49.97 0 49.48 GB GB 48.98 48.98 I� 3 GB -2749- GB W 49.20BC 49.28 49.44 s SW O SW v 49.GB 44 GB.57 N o ' 48.82 48.82 I GB GB 3 1'1 49.35 8 TBC 48.99 49.55 SW SW - 49.19 3 49.55 O 128S5 GB GB 49.052749J49.05 m GB GB Wa 49.08 2749- TBC 48.76 49.33 SW SW 48.96 O 49.33 a - _ 48.78 48.78 GB GB 4 PI-4 pI 35 _ - D 12"SD 12" a . OPTIMUM ST. �3 g., ?" " 85 85 %48 I la la • BLOCK 3 j � � 53.27 GB 53.28 \'Ai AFFLECK 15 GB\ \� R7317670010 51.49 GB 2>S3 54.7951.98 GB \ GB 1.31 GB 51.32 51.80 GB \ 2j -GB 51.82 54 GB 51.77 18 53.99GB GB \ SW 52.27 52.07 51.12 GB TBC \ 1.40' TBC 52.27 52.00 52.27 \ BC 8.. SW GB SW W �52.07/� \ 52.49 52.26 2 S a•,,. TBC \ GB GB 2753 \ MOUNTA/�TOP28S2 W 52SY 32. 50 GB 78 \O \\ TBC 51.81 \ TBC 19 52.28 \ \ 1. 52.01 GB \ W � � \ SW S SW � � 51.20 8s \ 52.01 2jS SW N� \ GB 52.57 \ 51.51 2752�\,\\'\ \ SW a GB \ \ 2>S7 \ N m: TBC \q \ � TBC \ 52.16 51.65 20 51.58 \ > S\ \ \ SW GB W \ 51.65 \ BLOCK 2 \ s \ GB \o \ s 51.15 \ 50.14 O \ \ GB \ /-50.33 TBC \ s \ 51.09 \ \ /-SW \ s 2i £ TBC q 1 \ 50.33 51.62 \ 0G 51.29 21 �50.79 A� \ �GB GB 51.15 \ \2�\ \ SW _ �.2751 GB 9 \ 49.83 49.83 TBC Y 51.29 GB GB m- 2 \ GB \ AFFLECK 49.88 513 W N p s \ 50.79 2j v �� \ R7317670020 TBC 51.42 GB \ �50.07 2>SO - 52.33 50 89 \ \ TBC 3 GB \ 50.07 10 50.81 I a GB s \ 50.93 22 50.40 q \\ GB GB \ SW GB ' 49.57 49.57 50.89 \ N \ \ 50.93 GB GB GB 51.SW \ cJi, \ GB \ \ TBC 1 O 51.0 B cP: 50.43 \\ \ w GB 49.81 50.59 \ 50.47 \f \ SW O I 50.59 GB 50.87 TBC �49.81 _ GB TBC \ 50• 50.67 0 \\ GB I 50.59 /1a N SW 23 GB GB .31 49GB GB �d//� / 50.30 \ \ \ \\ \ GB 67 50.13 GB \ TBC 5 / GB \ s 50.17 NV� rn \ / GB \ 49.54 49.55 J 3 \ N q \ -TSW I GB cn 50.83 \� 49.54 O 49.55 SW\ GB GB O 50.80 \\ �, ` 50.87 24 50.488 \ 49.04 49.04 _ GB , �' GB GB GB GB O 50'50.50.38 GB SW GB 50.97 \� \ 49.13 50.13 50.96 51.07 GB \ j TBC 2749 GB SW CB 50.98 50.48 \ \ V 49.33 50.63 FG GB SW 49.55 GB /50.83 50'SWz s 51.13 \ 49.33 0 50.04 I a GB 50.63 / TBC i 50 77 w s GB 25 \ GB GB 50.03 SW TBC 27 0 50.91 \/ \ 48.82 48.82 SW N 51.42 GB GB GB 750.42 e� e" 0.46 \ N \ 4'GB GB PI 4"PI 4" TBC e'W s a 50.91 _ 6 _ - _ _ -49.83- �, 50.91 51.05 GB \ TBC a"W es/ g'` TBC 51.11 FG v Y�/ 8"WgW A 9 SO.SS� / SW E WICKH 2750 3 TBC GB 51.44 28 501. .72 \ 8•s 8•s "s---0� 50.19 GB G26 \ 50.74 50.61 51.22 GB \ 49 3 49.83 _ TBC / S 0.74 GB 29 GB TBC 4 49.48 _ _TBC 50.38 GB _ TBC - SW 50.24 50.03 50.38 GB 30 50.46 49.34 49.67 SW GB GB SW SW 50.03 49.88 50.60 48.82 \ 31 / 44 GB 49 GB \ \\ GB GB 49.53 GB 49.34 49.17 \ GB GB GB 32 c�T 50. GB 24 / P\ 52.37 GB 94 \\ \\\ 3 33GB BLOCK 1 49 88 / ^ P G0.80 \ \ / \ \ � GB / qP 49.53 / \ 48.82N 49.17 GB - a'P� G0.24 \ \ �c.B GB -2749 ?. \ \ - a'Pi GB.88 \\ \ Pi 49.53 2750 \ a 479.17 2749 GB \ \ GB6 GB \ \ GB \ \ CIVIL ACRONYMS ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS FOLLOWS: 50 100 150 STA. - ROADWAY STATION FROM CENTERLINE Plan Scale: 1" = 50' CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB LIP - LIP OF GUTTER SW - SIDEWALK TOC - TOP OF CONCRETE FG - FINISH GRADE SHEET NOTES A. SEE SHEET C1.1 FOR GRADING NOTES. B. SEE SHEETS C2.0-C2.5 FOR ROADWAY IMPROVEMENT PLANS. C. SEE SHEET C2.4 FOR TYPICAL STREET SECTION. GRADING LEGEND a 0 `42.50 FINISHED GRADE ELEVATION to 1.50% FINISHED GRADE SLOPE z N --2626 FINISHED GRADE CONTOUR w lm� 2645 EXISTING GRADE CONTOUR GRADE BREAK Z r -1 a 0 Z0 z Z 2 W O Q Lu N Lu Z O Cc CoLn Q W L Z Of Q Lu a Z O V D Z O Of O ENGINEERING LL 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 z kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 Z PROJECT: 22-015 ')HEET NO. C3.0 W� a APPROVED .__ 0629/22 MERIDIAN RURAL FIRE PROTECTION DISTRICT S1405212420 DISCOVERY PARK CITY OF MERIDIAN S1405212410 SGT #3 RIM:2748.23 (W) RIM:2748.27 (E) INV IN:2744.47 12" (S) INV OUT:2743.62 18" (E)- INLET BAFFLE:2743.79 OUTLET BAFFLE:2744.37 Q25=0.72cfs Q 100=1.00cfs 4.3' 12" ADS N-12 HP ® 0.46% 1 INLET #9 ACHD SD-601, TYPE I RIM:2747.67 SUMP:2743.35 INV IN:2744.35 12" (S)' INV OUT:2744.35 12" (N) Q25=0.30cfs Q 100=0.42cfs' 5.8' 12" ADS N-12 HP ® 0.52% SDMH #3 48"4 SDMH FLAT TOP RIM:2747.83 SUMP:2742.38 INV IN:2744.38 12" (S) INV IN:2744.38 12" (E) INV OUT:2744.38 12" (N) INLET #8 ACHD SD-601, TYPE I RIM:2747.67 SUMP:2743.57 INV OUT:2744.57 12" (N) Q25=0.22cfs Q100=0.31 cfs E. LAKE HAZEL RD. i mol •��I..- qp \ \ AFFLECK R7317670010 16 \ \ 17 \ \ 18 \ \ 4/VTOP es w \ \ s \ \ m, T s 0 q v \ \ \ \pG AFFLECK R7317670020 A \ \ \ \ INLET #2 \ \ ACHD SD-604A, TYPE IV \ \ \ RIM:2750.15 \ SUMP:2745.92 #6 5 INV OUT:2746 92 12 (E(W) \ 1 48.83 A, TYPE IV O \ m \ \ \ ::274 3 \ \ \ Q100=0.4cfs 23 \ \\\ ':2744.34 Q 100=0.61 cfs N:2745.34 12" (E) 4 m, )UT:2745.34 12" (W) INLET #1 =0.99cfs ACHD STORM DRAIN ACHD \ \ \ \ SD-604A, TYPE IV I=1.37cfs EASEMENT \ \ RIM:2750.15 \ 61.0' 18" ADS N-12 HP s SUMP:2746.05 \ 30.5' 12" ADS N-12 HP ® 0.00% s - INV OUT:2747.05 12" (W) \ ® 1 29% Q25=0.52cfs �- INLET #5 1 3 \ Q100=0.73cfs q \ ACHD SD-604A, TYPE IV 4 4 \ \ \ \ RIM:2748.83 O \ 24 \ -SUMP:2744.73 SGT #1 \ \ �30.5' 12" ADS N-12 HP \ INV OUT:2745.73 12" (W) O RIM:2750.50 (S) \ ® 0.43% s\ -Q25=0.55cfs RIM:2750.53 (N) .3 \ 0100=0.77cfs INV IN:2746.90 12" (E) m 44..30 4162" ADS N-12 HP \ INLET #3 INV OUT:2746.05 18" (N) \ \ ACHD SD-604A, TYPE IV INLET BAFFLE:2746.22i s / RIM:2748.84 OUTLET BAFFLE:2746.80 -SUMP:2744.74 Q25=0.89cfs 27 25 \ INV OUT:2745.74 12" (S) Q100=1.24cfsa� i \ Q25=0.36cfs e s \ N \ `4.,Q100=0.50cfs W 85 \ 7' 12" ADS N-12 HP�B � 0.44% e © \ E. WICKHAM DR 3 28 w 3 8"s 1H #1 0 SDMH FLAT TOP :2749.19 AP:2743.67 IN:2745.67 12" (N) IN:2745.67 12" (S) OUT:2745.67 12' (W)I BLOCK 1 4e \ \ D 0'41% ADS N-12 HP 31 n \ \ INLET #4 ACHD SD-604A, TYPE IV RIM:2748.87 -SUMP:2744.73 INV OUT:2745.73 12" (N) 4P\ \ \ Q25=0.42cfs \ Q100=0.59cfs 12" ADS N-12 HP 41 % I P' \ \ 504A, TYPE IV \\ .52 \ \ 45.52 12" (W)fs \ \ cfs \ \ 50 100 150 Plan Scale: 1" = 50' SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY NOTES. B. SEE SHEET C4.1 FOR STORM WATER DETAILS. C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL INVESTIGATION "APEX 33 EAST SUBDIVISION" PREPARED BY ATLAS, DATED JULY 27, 2021. 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 a APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN STRUCTURES. F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED. G. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP z 0 PLAN PREPARED FOR THIS SITE, REGULAR SITE INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE N SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN w THE NPDES GENERAL PERMIT. - H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND ACHD. I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH SECTION 8018 OF THE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, THE CONTRACTOR SHALL CONFORM TO THE STANDARDS oz SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF THE ACHD STORMWATER GUIDELINES. K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 AND 8200 OF THE 2017 ACHD POLICY MANUAL. L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE ELEVATION PER THE INTERNATIONAL BUILDING CODE, INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN REQUIREMENTS. KEYNOTES 1. SB #1 SEE SEEPAGE BED DETAIL #1/SECTION A -A ON SHEET C4.1 (561 x 13'W x 8.5'D) 2. SB #2 SEE SEEPAGE BED DETAIL #1/SECTION A -A ON N SHEET C4.1 (1541 x 13'W x 8.5'D) z 3. SB #3 SEE SEEPAGE BED DETAIL #1/SECTION A -A ON Q SHEET C4.1 (321 x 13'W x 8.5'D) J 4. INSTALL GROUND WATER OBSERVATION WELL PER ACHD SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION BED 5' FROM THE END AND OUTSIDE OF BED A 0 z MINIMUM OF 50' FROM THE PERIMETER OF THE BED. z O W 5. INSTALL GAP IN SEEPAGE BED PER ACHD STORMWATER z = C G DESIGN GUIDELINES DETAIL 07. REFER TO SEWER W PLANS FOR SLEEVE INFORMATION. 0 Q \ _ (/) _ / z Co Ln = W W L� a f� Lu 0 N E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: MAY 2022 PROJECT: 22-015 C4.0 z 0 V D z O Of 0 0 APPROVED 96 29 /22 r 0 w SECTION N.T.S. iD17 ACH-) R=VISION L HJ �TFN JAKC _� wN;-12! C ION ACHT sIIPP TFNT) 1,000 GALLON SAND AND GREASE TRAP PER ACHD REQUIREMENTS. REFER TO ACHD DETAIL BMP 01. LEGEND (,l '4--L-L COVER, 8" DIA. 'h,_EPTI ;HT ;ALVANIZED `-EEL KL [OWN COVER AR, CAN _F- -1 .^P .`, HCI I 111) NI[H 9 /1 " H-AI; AND SAF IF-R Fh K-L-1) F VICP PiEICTICN 7C.'1 LA S.FS Cf CITT- -JT NT^ PI6_ AT i" ON CFNTCR �-� 1d. ,CFR ARc SHAII EF PIACFC, J,N OJIJDF OF PVC PIFF, MIIYVJM 1F '.,.1JCF, IN.JIiTF:, CiKG_F- C KLL1.I"), CO=F-LR WIHL. N;ULAIiON �OLOH S-IA-L HE OHELN MIH I-IR_L 5' L'AMEILR OILS �IrF STA_I HF PFPFORAIFC PV,. `SIM 1) .CiS, CDn S.S. A-I.IC HACKFIII-) I A III RF �,�R. ., F DR_IF,' AFI _; f1 Y JCF P 7 1 N CJFP NI TF F P IC 1PnUNf PFNIK JD O Thi F P O',FP Cl �S/C?FA V 2 ;C4 e i U Y .0 z'YL JE FPEl REINFCRCEMEPT A 1112 LE Cl °P U .CKF L I1 TERI _ T� P1nT..F TJ.. ME FJR OH ER , T O N WELLS C A ED �� T-I N i� Hti Fr.G_TY. J�E PIPE BEE-) VS TIP S FUR OdSEK7ATIC I __-S L., C. ,TED OU S LE BEN FPCIL-_S - 0) '1 ES: PLAN CONCRETE COLLAR NDN F F <s;TP,AIICN A -I I S AL FCR MF ��, FMFvi CF cHOTNI,wAIFH FeFI� ve TIN :;� NFAR SI;;RM DPAINAC[ IACII I N.T.S. 7, THIS DFTAI[ IS -O F. NFI INS A. FT BY 7RII INC OR B" FXCAVATFT PIT' CC "I..^,N 0 ;ROIJNP A FR OB.,FRVATION NFI S S IA. B- 4P�ROE/FD PY AC ID 4, H FTVAT ON !EL_ NOT AL_C 'vED IN CI PB GR VAI LFY CLTTFP SFCTION SECTION CONCRETE COLLAR N.T.S. 2F 7 ACHE RE`./I�IOA IL,,, -In _,TANr.PrS 'RS_NDdATER RCL �� N FT , SATE R I4 - ;R F RI C ...)-1KS V C B`FR'.A-T CN V` S ; E Cc''1� uc�oN CR ER�, T1(�N v-1 ;' of CHo Sl IF'l F aFN ISD SDI L -1 *18"0 PERFORATED ADS N-12 HP. TRANSITION 5' IN BED NON -PERFORATED TO PERFORATED PIPE 1,000 GALLON SAND AND GREASE TRAP PER ACHD REQUIREMENTS. REFER TO ACHD DETAIL BMP 01. LOCATIONS, ELEVATIONS, AND ADDITIONAL INFORMATION PER SHEET C4.0 MINIMUM OF 20"J BAFFLE SPACING 4" OF J" CHIPS PIPE r� A 5 LF OF 18"0 * vi ADS N-12 HP - - - - - - - - - - - - - - - - - a a = ------------------ I =w� ow= L� A LENGTH VARIES, SEE TABLE THIS SHEET PLAN VIEW HT CONNECTION 18"0 SOLID WALL ADS N-12 HP (EXTEND 5' INTO SEEPAGE BED) 18"0 PERFORATED ADS / N-12 HP 07 SLOPE GROUND WATER OBSERVATION WELL PER DETAIL. EXTEND MINIMUM OF 1' BELOW THE BOTTOM OF SAND LAYER PROFILE VIEW SECTION A - PLAN AND PROFILE SIDEWALK PER ACHD SUPPLEMENTAL NO TREES ARE ALLOWED WITHIN OFTHEOUTSIDEPERIMETER 10'�THE STANDARD DRAWING SD-709. ELEV. - "A" (MIN.) "B" ELEV. - ELEV. - "C" ��©� Tl I ELEV. - "DELEV. - "D" ;,� WIDTH VARIES, SEE FINISH GROUND MAX. HSGW TABLE THIS SHEET EL ROCK 18" ADS CAP ELEVATION 4 STANDARD DRAWING SD627 ^F 2 FINISHED GROUND CURB AND GUTTER FPER ROADWAY PLANS. KEY 1. ISPWC 801 OR ASTM C33 FILTER SAND. 2. 3/4" - 2" ANGULAR ROCK. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 5. NON -WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. SECTION VIEW A -A: SEEPAGE BEDS WITHIN PUBLIC ROW SEEPAGE BED TABLE SEEPAGE BED BED LENGTH (FT) BED WIDTH (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) DESIGN INFILTRATION RATE (IN/HR) SB #1 56 13.0 8.5 2750.49 2748.99 2746.05 2740.49 2730.0f 2,952 8.0 SB #2 154 13.0 8.5 2749.17 2747.67 2744.73 2739.17 2728.7f 8,181 8.0 SB #3 32 13.0 8.5 2748.26 2746.76 2743.48 2738.26 2727.8f 1,679 8.0 r - - l I I I I 0 I I I A A P I"- I � z I I I I -- - - -- ----- - - - - - - PLAN VIEW 6 N.T.S. 5 Z � a OUTLET FLO�� o BAFFLE WALL ELEV B FLOW ELEV A a ELEV D INLET BAFFLE WALL ELEV C 20" STD SECTION A -A N.T.S. NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY LEGEND: i MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) a H 1-FT USE GRADE RINGS (TYPICAL) 1-FT < H <- 2-FT USE 24" DIA RCP RISER 2-FT < H <- 10-FT USE MANHOLE CONE & 48" DIA RISERS nO EL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10' MIN EL, C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD s WATERTIGHT SEAL 6 PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2015 SAND AND GREASE TRAP STANDARD DRAwINc ACHD STORMWATER DESIGNGUIDELIBMP 01 1 OF 2 GENERAL NOTES A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL INVESTIGATION "APEX 33 EAST SUBDIVISION" PREPARED BY ATLAS, DATED JULY 27, 2021. B. ALL DRAINAGE STRUCTURES SHALL BE HS25 OR GREATER LOAD RATED. C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. D. BED WIDTH SHALL REMAIN CONSTANT. E. IF ROCK IS ENCOUNTERED CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST 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 DRAINAGE TO OCCUR OR RE -DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. 18" PIPE 18" PERE PIPE WQ 0 V) Z Q J O Z Z O Lu Z 2 w OO J Z Q co Z Ln or- Lu LL) H � � aLu O km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: MAY 2022 PROJECT: 22-015 SEEPAGE BED DETAIL #1 NTS PERFORATION SCHEDULE 3/8" PERFORATIONS IN VALLEY OF CORRUGATED PIPE. 5 EA ON 18". C4.1 z O V D H cn z O U Of O LL O z APPROVED 96 29 /22 I 1 a _ /18 eo N - SSMH #C-2 (48-INCH) \ STA: 4+49.14 OFFSET: 0.00' \ N 3 N: 684941.94, E: 2462313.20 8 O \ 3 rn OSTA: \' 3+96.74 INV: 2746.21 w Oj L: 46.1' STA: 3+16.27 i INV: 2745.65 3 SSMH #C-1 (48-INCH) L: 48.5' STA: 2+67.88 OFFSET: 0.00' / / N N: 684881 .71 , E: 2462142.24 s 0w+ 4"Pi _____T_ 4"Pi 4"P g,W g,.5 SEWER ALIGNMENT "C", \ 1 FOR CONTINUATION SEE THIS SHEET SSMH #C-3 (48-INCH) STA: 4+89.19 OFFSET: 0.01' •\ N: 684978.94, E: 2462328.52 \ 24 STA: 4+89.19 INV: 2746.09 L: 40.0' 18 es a` " 2"SD � E. WICKHAM DR. w e"w e"w�a 16 5,0 p 2 - 2+0 6CS a "S „S 3 _ - - - - - i STA: 3+43.17 INV: 2745.86 � STA: 4+02.96 INV: 2746.23 L: 43.7' STA: 4+49.14 INV: 2746.32 L: 36.5' 29 STA: 2+83.99 L: 43.8' 30 STA: 1+76.00 STA: 2+36.07 INV: 2745.49 io i s INV: 2744.79 INV: 2745.16 L: 38.1' L: 40.2' L: 38.6' BLOCK 1 31 32 3 4"Pi 4"Pi 4"Pi 3 35 4"P1 12"SD 12"SD 12"1 D 4'PI 4 PI' 'PI 4 PI 3 i 4 P+ 4 I ALIGNMENT "C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' ?77n 25 STA: 4+89.19 INV: 2746.34 L: 87.3' SSCO #C-5 1 -RIM:2751.05 MV:2745.31 4" 26 STA: 4+81.69 INV: 2746.66 L: 130.8' 2770 2765 2765 2760 2760 Uo Up ... p ZV13 Z v �vw =p N o �v 3 .' _ 3 Up W v Z �o v� • a0 O of z z o Co �'` n o co ao ro 'r? 2755 1 � 0000 n O M n. ^ Imo m °' O N O pp� NOM�^a "°^�mm . a N- U I� 2755 m N^^^ .. NLON NN H 1 Umph M o M M Q N O N N Z z = N Z Z Z 0 mo ^ ^ U^ � Z� FINISHED GROUND = N 7 O v)�>>> N a F, z z z z _±^ZZZO N - - - =NN-U . VINEZZZ NNO_--- - . Q z 2750 N~= z z z z - - - - N N Z 2750 EXISTING GROUND I � 2745 ' 3 3 2745 0 in a 3 - 3 N _ 181.3' of "PVC @ 0.42T,I I 16 .9' of 8" PVC 0.427 2740 2740 40.1' of 8" PVC ® 0.42% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 FAMISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 if7 a ^ 0' 0 D. � O � N m0I ^ DO W 1) m �p O N N N N N N N N N O N O N O N O N F_ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 W ALIGNMENT "C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' ?77n STA: 3+80.22 INV: 2747.37 L: 47.9' 16 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY (C' OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. 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 BASED ON STUB LOCATION. STATIONING TAKEN FROM CENTERLINE OF SEWER ALIGNMENT. F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY SEWER MAIN. a p G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING Z MAINTAIN VERTICAL AND HORIZONTAL O POTABLE/NON-POTABLE MAIN LINE SEPARATION in PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL w I INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC STANDARD DRAWING SD-506A. 277n 2765 2765 2760 Zo w ZZv C' oo w o �v ao 2760 Z 1� 2 of N �� o M atOoriNi N N M � m N N �"�Nv N M � M p Up N h I� UN N N ^ =mNZZ 72755 O > > =m,- H O > V1H�> NHm> FINISHED GROUND N In z z z N 1n � z z 2750 )F'i- 2750 EXISTING GROUND 2745 o I 2745 N 08.4' of 8 I a0 34 .8' of 8" PVC 0.427 I 2740 2740 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 m � n oo c0 p ^ 6 ^ ^ N o o ^ ^ ^ ^ ^ ^ N ^ ^ N N ^ ^ N ^ ^ N ^ ^ ^ N N N N N N N N N N N N N N N N N F77757+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 L0 c-I Z Lu o aLL z0 Z 2 Z o O < Lu Lu Q Z > a m< 0_ Z) - U xw �w Lu - 2 w Lu Lu Q Ln Z O V D N Z O U Of kmo ENGINEERING IL 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 Z kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 Z PROJECT: 22-015 ')HEET NO. _ J C5.1 Lu a APPROVED 06 29 /22 MERIDIAN RURAL FIRE PROTECTION DISTRICT S1405212420 DISCOVERY PARK CITY OF MERIDIAN S1405212410 E. LAKE HAZEL RD. \ \ \ \ 4"PIS 4"PI I 4"PIT ... BLOCK 1 REMOVE 2" BLOWOFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN INSTALL 1-8" COUPLING / N: 685410.64, E: 2461800.05 165 LF 8" PVC 8"W 8"W I12 I � a"PI 11 1-8" 45' ELBOW N: 685329.74, E: 2461991.55 I I _ I I 10 I - I I I I = I I I I I I I I - I I _ I - w I ¢ 1 o w U u u w vi I I I 11-FIRE O5 HYDRANT ASSEMBLY 1-8" X 8" X 6" TEE I 1-6" GATE VALVE 10 LF 6" PVC N: 684923.03, E: 2461991.41 � � O \ \ \ \ \ \ 1-8" 45° ELBOW N: 685410.58, E: 2461965.97 \ AFFLECK \ R7317670010 1-8" TEE 16 qq 2-8" GATE VALVE \ N: 685357.34, E: 2462019.17 25 LF 8" PVC 1-8" 22.5E ELBOW 1-8" 45° ELBOW \ N: 685375.63, E: 2462037.48 \ _ 2 \ 18 \ oL \ \ 140 LF 8" PVC \ to 2 \ 1-8" 22.5' ELBOW \ e S MOUvTs 8•w N: 685325.16, E: 2462170.34 � q/N e• � \\ TOP N y \ 45 LF 8" PVC \ 40 LF 8" PVC 19 \ 15 LF 8" PVC\ aS i \ 1-8" 22.5' ELBOW 1 1-FIRE HYDRANT ASSEMBLY 5 a•S N: 685296.22, E: 2462202.14 \ 1-8" X 8" X 6" TEE \ \ \ \ 1-6" GATE VALVE \ \ 10 LF 6" PVC \ \ s 50 LF 8" PVC \'\ N: 685313.37, E: 2461991.54 \ \ \ I � \ BLOCK 2 \\ N \ 20 \\ \ \ \ 2 DEFLECTION POINT \ 30 LF 8" PVC .71 1-8" TEE I 2-8" GATE VALVE VA N: 684895.02, E: 2461991.40 y 1 J 0 50 100 Plan Scale: 1" = 50' \ \ N: 685202.03, E: 2462246.44 q \ O5 1-FIRE HYDRANT ASSEMBLY\ w. s 25 LF 8" PVC \ 1-8" X 8" X 6" TEE \ \ 1-6" GATE VALVE \ s \ 10 LF 6" PVC \ m, 39 Y N: 685251.87, E: 2462223.00 \ s p R"No:5 DEFLECTION POINT T �� \ \ G �9 N: 685180.05, E: 2462256.16 ?� \ \ 2 m \ \ AFFLECK N p r� s \ b �� \ R7317670020 \ A \ 2 \ _ \ 9 \ \ s \ 22 \ �G \ N la 5 LF 8" PVC 5 1-FIRE HYDRANT ASSEMBLY \ \ \ 2 1-8" X 8" X 6" TEE q \ 1 -6" GATE VALVE 3 0\ \ O8 10 LF 6" PVC N: 684951.04, E: \ 162297.65 ^ V - O 35 LF 8PVC 5 " �1-8" 45° ELBOW \ 3 N: 685010.69, E: 2462326.30 \ DEFLECTION POINT O N: 684937.63, E: 2462265.29 11 & 2 s 25 \ DEFLECTION POINT \ N: 684895.00, E: 2462050.90 '0 - e 2 27 4"PI 4"PI 4"PI -220 LF 8" PVC g•'W as 28 \ E WICKHAM PVC "5 60 LF 8" PVC 26 \ 1-8" 45' ELBOW \ - - - N: 684953.01, E: 2462302.42 \ \ 2 30 \\ BLOCKI 4P \ 34 33 4 Pi 1 PI \ \ \ \\ 1- 2" BLOW -OFF ASSEMBLY FOR O6 \ FUTURE WATER MAIN EXTENSION \ \ N: 684658.97, E: 2461991.32 \ SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. 150 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL ■ CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF COVER. E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. CIVIL ACRONYMS STA: - ROAD STATION MJ - MECHANICAL JOINT FLG - FLANGE N: - NORTHING E: - EASTING L - STATION OFFSET LEFT R - STATION OFFSET RIGHT I KEYNOTES ® I O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN STANDARD DRAWINGS W1, W2, AND W6 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" METERS AND 3/4" METER SETTERS PER CITY OF MERIDIAN STANDARD DRAWINGS W1, W3, AND WE. 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE AND NON -POTABLE MAINS. 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE WATER MAINS AND SEEPAGE BEDS. 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWINGS W8 AND W9. 6. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWINGS DETAIL W13. 7. INSTALL WATER SERVICE SLEEVE PER ACHD STORMWATER DESIGN GUIDELINES DETAIL 07 - SEEPAGE BED/SEWER & WATER SERVICE CONFLICT, AND CITY OF MERIDIAN REQUIREMENTS. 8. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' WIDE. a 0 Z 0 N w -I z O Q z0 z = O Q W Lu N � Q O Co cn DC X LCU Lu G � Of W Q z O V D z O Of E N G I N E E R I N G O 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 z kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 z PROJECT: 22-015 oHEET NO. C6.0 W� APPROVED 96 29 /22 REFER TO PRESSURE IRRIGATION PUMP STATION E. LAKE HAZEL RD. PLAN SHEETS C7.2 AND C7.3 (k 0 50 100 150 Plan Scale: 1" = 50' 6�� 1-4" 11.25' ELBOW N: 685544.90, E: 2461993.09 r2F 6" PVC \ 1-6" TEE PI 4"PI 2-6"x4" REDUCER \ N: 685544.95, E: 2461869.09 5 2 2 4 P/ MERIDIAN RURAL FIRE PROTECTION DISTRICT BLOCK 1 qO �F q.. \ S1405212420 3 a 2 p/ v 1-4' 11.25* ELBOW 13 14 O 4 p/ N: 685452.86, E: 2462235.45 a 2 \ \ 15 a/ 60 \F a" PVC AFFLECKR7317670010 J 2 \ 1-4" 90' ELBOW I a q.A 1-4" 22.5' ELBOW N: 685397.96, E: 2461828.07 'v 16 / N: 685420.13, E: 2462288.23 2 \\ e 12 s sk \ 61 A \ 1-4" 90' ELBOW 1-4" 11.25' ELBOW N: 685397.95, E: 2461869.04 0 \ A N: 685370.02, E: 2462324.90 Gc \ a 40 LF 4" PVC / \ 2 / 0 MOUNTq/NTS e• \ \2 \\ a 10 I 8s 8 \ \ \ \ \ C, A 1-4" DEFLECTION POINT N: 685262.62, E: 2462375.42 a \ \ 30 LF 4" PVC \ N 2 1-4" DEFLECTION POINT 2 BLOCK 2 \ \ 20 N: 685234.64, E: 2462387.79 w- \ `l \ \ \ \ 2 W 1-4" RESTRAINED END CAP \ 0G OO N: 685174.91, E: 2462128.00 3 \ \ �7\ 3 \ N2A m, \ \ AFFLECK W \ 0 s \ 9r \ R7317670020 2 \ \ \ 74 \ z \ O F \ \ \ 31 II \ \ \ wl w J a 9 \ 2 II o 2 S O 1a \ z N £ \ 23 � I 6 3 S $ N 3 0\ 2 4 \\ I a I \ DISCOVERY PARK I 2 s 4 \ CITY OF MERIDIAN I O7 N: 6" 9 ELBOW 2 S1405212410 I 2 s 1 90' . LB E: 2462127.91 row O \\ 3 1-4" 90' ELBOW / 27 25 I e O4 N: 684925.94, E: 2462016.91 _ m i \ I o 110 LF 4" PVC 10 LF 4" VC_6 I 1-4" GATE VALVE e"w as ` N: 684916.03, E: 2462016.91y"w� 2 w 8"w 8"'w - DR. a \ l a O � E. WICKHAM s 3 �� 28 w O \\ I a'ev a"s e' _ 4" TEE 1-4" GATE VALE Im 1 Ap\ \ 1-4" BLIND FLANGE N: 684873.35, E: 2462537.41 1-4" GATE VALVE 30 2 2 N: 684851.91� , E: 2462016.89 1-4" TEE O ppY„ QNO \ - 70 LF 4" PVC 3 p \ a 2 aJ- 1-4" TEE BLOCK 1 2 4 LF \ \ 1-4" GATE VALE a a 1 -4" GATE VALE 31 22 \ N: 684791.96, E: 2461827.87 1-4" GATE VALVE e N: 684791 .90, E: 2462016.87 N: 684791.92, E: 2461948.39 120 LF 4" PVC 3011 34 I 33 2 \ \ 2 4 1 N 60 LF 4" PVC 2 \ \ 3 a N POINT 1-4" TEE I 2 4 p1 2 N 684787 05, E: 24462329.01 \\ \\ 2"sD 12"sD 12" D 35 N: 684731.51, E: 2462016.85 1 110 LF 4" PVC E. OPTIMUM ST. ", 2 2 a„p1 2 \ \\ z 4 N a"s a"s a"s a"s s1 a 2 2 285 LF 4" PVC \\ \ -4" DEFLECTION POINT \ a N: 684731.50, E: 2462049.45 \ \ o i a J 35 LF 4" PVC \\ \ 1-4" GATE VALVE \ \ N: 684680.15, E: 2461827.83 \ \ 10 LF 4" PVC 1-4" RESTRAINED END CAP 1-4" GATE VALVE \ \ N: 684668.48, E: 2461827.83 -�- J 1 -4" BLIND FLANGE \ \ N: 684669.01, E: 2462016.83 \ SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD CROSSINGS. D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS THE LARGEST DIAMETER PIPE COMING INTO THE FITTING OR VALVE. E. ALL ROAD -CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS WITH PROJECT ENGINEER DURING CONSTRUCTION. I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. J. SEE SHEETS C7.2 AND C7.3 FOR PRESSURE IRRIGATION PUMP STATION PLAN AND DETAILS. KEYNOTES a 0 O UTILITY MAIN/MAIN CROSSING Z MAINTAIN VERTICAL AND HORIZONTAL O POTABLE/NON-POTABLE MAIN LINE SEPARATION v> PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER w NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu INFORMATION. © UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.1. 3. INSTALL 2" SERVICE. 4. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. 5. INSTALL ARV PER DETAIL, SHEET C7.1. 6. INSTALL 14' WIDE GRAVEL ACCESS ROAD (TYPE 1) PER ISPWC SD-304. 7. RETAIN AND PROTECT GROUNDWATER WELL AND RISER. CONNECT TO PROPOSED PUMP STATION. OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NYID. IRRIGATION SECONDARY SOURCE: GROUNDWATER WELL. EN 76860 JT 5/20122 Z" OF �0 v I z Q d H z Lu z0 Lu z O Q > m Q z p O X w Q Lu DC � Lu > w D L) c/N Lu z O U D N O U Of E N G I N E E R I N G LL 0 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 z kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 z PROJECT: 22-015 SHEET NO. _ J C7.0 Lu APPROVED )r :: 96 29 /22 NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE ADEQUATE VENTING. LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. FIBERGLASS I & VALVEBOXRWATERMAN MODEL CR-100 FAIR RELEASE VALVE (OR EQUAL) I APPROVED METAL OR PLASTIC - TAG WITH "NON -POTABLE -- WATER DO NOT DRINK" IS REQUIRED. CONNECT TO VALVE ° BOX WITH EYE BOLT AND WIRE TIE. n ° IRRIC TRENCH 8 °8 MAIN BACKFILL 1-1/2" BRANCH TEE SCALE: NONE MAIN LINE AIR RELEASE NTS 1-1/2"0 SCH. 40 GALVANIZED IRON PIPE RISER P/L T MIN. 5'-MAX I I � 4"0 THREADED CAP OR PLUG "PLACE APPROVED METAL OR PLASTIC TAG WITH "NON -POTABLE WATER DON'T DRINK" IS REQUIRED FINISH GRADE STUB VO PE PIPE 'NOTE: I 1. Z-6" MIN., 5'-0" MAX. IN UNPAVED AREAS WHERE THE LINE IS FREE DRAINING. 2. T-6" MIN., 5'-0" MAX. p IN PAVED AREAS OR Z WHERE THE LINE IS N NOT FREE DRAINING. - 3. FINDER WIRE AND w p IDENTIFICATION Z TAPE REQ'D. PER w THE I.S.P.W.C. 4"0 PVC OR ABS DIVISION 900. PIPE VALVE BOX NOTCH 4"0 VALVE BOX OVER PIPE WITH 1/2" MIN. CLEARANCE FROM PIPE SLOPE TO DRAIN `1" 0 BRONZE CURB STOP MAIN FORD OR MUELLER, OR LINE APPROVED EQUAL. TAPPING SADDLE (ROMAC 101S OR APPROVED EQUAL) TYPICAL 1" SERVICE NTS AC PAVEMENT BY OTHERS PAVED SURFACE SEE NOTE 1 BELOW VARIES, 2.5"-3' w VARIES 4"-6" �3/4" MINUS BASE, BY OTHERS w i _j i PIT -RUN SUB -BASE, BY OTHERS II VARIES, 10"-16" f z ~ I TEMPORARY BACKFILL AS o 0 REQUIRED TO MAINTAIN Q� [1-1 12" COVER OVER SLEEVE --------- - —SUB GRADE ELEVATION, BY 0 = OTHERS, SEE NOTE 1 BELOW o 3: COORDINATE WITH PAVING \�� PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT CONTRACTOR FOR REMOVAL ____ ___ SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. LOCATED ABOVE SUBGRADE MIN. 6" N FINDER TAPE O LOCATING WIRE (2) 3" CLASS 200 SIGNAL CONDUIT WITH 1/4" NYLON PULL ROPES ISPWC TYPE -I PIPE BEDDING COMPACTED TO 95% DENSITY. PIPE AND BELL MIN. 4" IMIN. 6"1 SLEEVE 6" SKIDS PER ISPWC SD 307. (MIN. f - - ill SEE SLEEVE SCHEDULE, THIS SHEET DIA. SEE SEE I FOR MATERIAL AND MINIMUM SIZE NOTE 5 NOTE 5 SLEEVE SCHEDULE (INCHES) PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 4" 5.36" 8" PVC C900 8.28" 6" 7.89" 10" PVC C900 10.16" 8" 10.27" 14" PVC C905 14.0" loll 12.79" 16" PVC C905 15.92" 12" 15.17" 18" PVC C905 17.85" NOTES: A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND PIPE BELL. B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. TYPICAL SLEEVED ROAD CROSSING NOTES: 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD SUB -BASE, ROAD BASE AND PAVEMENT. 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL CROSS BELOW OTHER UTILITIES. 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. STANDARD MANHOLE FRAME AND COVER 24"0 CONCRETE PIPE. LENGTH AS REQUIRED. 1-1/2"0 GALVANIZED IRON NIPPLE & 90' ELBOW MAIN LINE BALL VALVE CURB STOP (MUELLER 300 OR EQUAL ]_ 1-1/2VGALVANIZED TAPPIN SADDLE +I 1-1/2"0 6" MIN. IRON PIPE _—I N _ � 00 �O 00 OHO o _ _ IIIIIDI _ O OO O OO1 1"0 CLASS 200 _ POLYETHYLENE _III �00OO 0� �0O O O�OOOOO I� 0 0 000 °� O 00 0 0-I I- III=1 �O° �00 0 0O 0°0°00 000�0=� III o0 O 00 o 00 00 III I- — PROVIDE LONG RADIUS BEND -III—III— —III- —0 O 00 Ito - IN POLYETHYLENE PIPE - 12 CUBIC YARDS (MINIMUM I (- WITHOUT KINKS OR DISTORTION _2" WASHED I II -OR AS REQUIRED. ROCK,_( —III I I I1 I —III —(III DIG TO FREE DRAINING SOILS TYPICAL MAIN LINE DRAIN NTS CARSON MODEL 910T COVER FINISHED SOD GRADE FINISHED TOPSOIL GRADE 2 1111111111111111 11 1111111111111111 I 1111111II I II I II1 TRACER WIRE LOOP ISOLATION VALVE PER ISPWC REQUIREMENTS IRRIGATION MAIN � LID TO READ: "NON -POTABLE WATER - FOR IRRIGATION ONLY" IN PERMANENT LETTERING CARSON MODEL 910 10" VALVE BOX 2" VALVE NUT _-- 10" CLASS 125 PVC PIPE JOINT RESTRAINT REQUIRED UNI-FLANGE SERIES 1300 OR EQUAL NOTCH PVC BOX. BOTH SIDES 6" MIN. N...° a #4 REBAR 6 VARIES 6" 12" MIN. _'MIN_a " aMIN. 4" MIN. OF 3/4" MINUS GRAVEL UNDER 10" PVC PIPE THRUST BLOCK NOTE: 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. ISOLATION VALVE 0 Z O w cn Z Q J d c-I z W 0 CG z U W 2 > Z Q oC N d \ J / Z Q m Q Z wp Z) Q X w Q W G LD Of W or_ i W N W d Z O U N lamZ 0 U E N G I N E E R I N G O 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 z kmengllp.com I DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 Z PROJECT: 22-015 'OHEET NO. _ J C7.1 Lu NTS NTS z O V D H cn z O U Of O LL O z APPROVED )r :: OW29,22 36 97 1 /2 FILTER MAINT. REMOVABLE SERVICE PANELS 6" DISCHARGE / 2" FILTER FLUSH LINE 1" LAKE SCREEN SUPPLY LINE 14 NEC CLEARANCE SEE LOCAL CODES L 6" MANIFOLD PLAN VIEW FRONT VIEW tIVU VItVV 24 FILTER MAINT. 00 ti Lo WELL ACCESS COVER DUTY PUMP u JOCKEYPUMP CONTROL PANEL & ENCLOSURE REMOVED FOR CLARITY 60" WELL BY OTHERS DESIGN SPECIFICATIONS DESIGN FLOW RATE: 327 GPM @ 80 PSI MINIMUM POWER: 480 VOLT / 3 PHASE MODEL # PRECISION PUMPING SYSTEMS (208) 323-5300 TEM NO. DESCRIPTION QTY. 1 CONTROLPANEL 1 2 ENCLOSURE, MARINE GRADE ALUMINUM, 2-DOOR 1 3 FILTER, AMIAD 1 4 FLOW METER 1 5 HIGH PRESSURE SWITCH 1 6 HOSE BIB 1 7 LEVEL SENSORTLOAT SWITCH CAP 1 8 LIFT HOOK 2 9 PRESSURE GAUGE 2 10 PRESSURE TRANSDUCER, 100PSI 1 11 PUMP, SUBMERSIBLE 1 12 PUMP, SUBMERSIBLE 2 13 SKID, BENT 1 14 TRANSFORMER 1 15 VALVE, AIR RELIEF 2 16 VALVE, AIR RELIEF, FV-4 1 17 VALVE, BUTTERFLY, GROOVE, LEVER 1 18 VALVE, BUTTERFLY, GROOVE, LEVER 3 19 VALVE, BUTTERFLY, WAFER, GEAR -OP, NBE 2 19 VALVE, CHECK, GROOVED 1 21 VALVE, CHECK, GROOVED 2 22 VALVE, CHECK, NBE 1 23 VALVE, LAKE SCREEN SUPPLY 1 24 VALVE, PRESSURE RELIEF, ANGLED 1 PPC PRECISION PUMPING SYSTEMS 6515 BUSINESS WAY BOISE, IDAHU 83716 208-323-5300 www.gopps,us a 0 z 0 w N Z Q J d Z w O 2 O Lu J Z 2 N Oa �w � � z — Z — O Q Z Q cop O X w Q w 2i ID Of � Lu > w V) w a Z O U H cn Z O U kmo ENGINEERING L.L 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 z kmengllp.com I DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK Q DATE: MAY 2022 Z PROJECT: 22-015 ')HEET NO. _ J C7.3 Lu a APPROVED .__ 9629/22 MERIDIAN RURAL FIRE PROTECTION DISTRICT S1405212420 DISCOVERY PARK CITY OF MERIDIAN S1405212410 ui Q z 0 H Q w K K vi E. LAKE HAZEL RD. SHEET NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION 0 50 100 150 AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY CONFLICTS EXIST. Plan Scale: 1" = 50' B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE CITY OF MERIDIAN. C. SERVICE — ALL STREET LIGHTS SHALL HAVE UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL UTILITY AND PAVEMENT CROSSINGS. D. METERING — CONTRACTOR SHALL COORDINATE METER LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. WHERE A METERED SYSTEM IS REQUIRED, NEW DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS WHEN THE ADJACENT PROPERTY IS DEVELOPED. CITY OF MERIDIAN STREET LIGHT NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. to z 0 w LEGEND J� INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 STREET LIGHT POLES SHALL BE ROUND STEEL POWDER —COATED BLACK PER THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR STREET LIGHTING), OR HAVE BEEN PRE —APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND UTILITY COORDINATOR. z INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, Q DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST J CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE 0 LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR Z STREET LIGHTING), OR HAVE BEEN PRE —APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND Z O W UTILITY COORDINATOR. Z 2 5; EXISTING TYPE 1 STREET LIGHT O Q Lu O EXISTING TYPE 2 STREET LIGHT > z Or— CC mLn Q G X W 2 W L7 J IL W W i W \ N lam\ \ \ \\ ENGINEERING \ 5725 NORTH DISCOVERY WAY \ \ BOISE, IDAHO 83713 \ \\ PHONE (208) 63o9-6939 \ \ DESIGN BY: kmengllp.cLCK \ \\ DRAWN BY: LCK \ \ CHECKED BY: LCK \ \ DATE: MAY 2022 \ \ PROJECT: 22-015 \ \\ SHEET NO. \\ \\ C9.0 Z O V D H cn Z O U Of O U- O