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PZ - S Wayfinder Ave Extension CITY Approved Digitally signed by Lachlin C Kinsella, P.E. SS�oNAL fy� Date: 2020.05.22 �`� CENS 149 /yam S . WAYFINDER AVE , EXTENSION 08:17:33 -06'00' 16860 J, 5t22t20 0 CONSTRUCTION PLANS �0 >- OF C. MERIDIAN ., IDAHO N O o0 W.FRANKLIN RD. o N a o v un Er'\ MERIDIAN,IDAHO w N AEG W. COLBALT DR. N a \ uj cc w�f c�EG #2 �R/W R/w— LOCATION MAP z Tf w w N � PROJECT SITE o u o Z Fc INTERSTATE 84 ; � Q F Lu x Fc Luj � w a V) uj LEGEND F� 0 40 80 160 240 o U w Q N BOUNDARY LINE Plan Scale VICINITY MAP w — — OFFSITE BOUNDARY LINE NO SCALE — SETBACKS ROAD CENTERLINE o N LOT LINE LINE INDEX OF DRAWINGS z R/W R/W RIGHT—OF—WAY LINE SHEET NO. SHEETTITLE SHEET DESCRIPTION O 1/2 INCH REBAR GENERAL X SCRIBED "X" C1 .0 GENERAL IMPROVEMENT PLANS COVER PROPOSED IMPROVEMENTS C1 .1 GENERAL IMPROVEMENT PLANS NOTES AND ACRONYMS s s s SANITARY SEWER LINE C1 .2 GENERAL IMPROVEMENT PLANS EXISTING CONDITIONS AND DEMOLITION PLAN w w WATER LINE CIVIL ROUNDABOUT PLANS (PREPARED BY PRECISION ENGINEERING, LLC) SD—SD— STORMDRAIN LINE C2.0 SPECIFICATIONS SEWER MANHOLE C2.1 TYPICAL SECTIONS WATER VALVE O WATER BLOWOFF C2.2 ROADWAY PLAN z Z FIRE HYDRANT C2.3 ROADWAY CURVE PLAN Q EXISTING IMPROVEMENTS C2.4 MISCELLANEOUS DETAILS z W O s s s SANITARY SEWER LINE C2.5 CHANNELIZATION & SIGNING PLAN = z W W WATER LINE CIVIL ROADWAY/UTILITY PLANS L Q W SEWER MANHOLE C3.0 ROADWAY IMPROVEMENT PLANS S. WAYFINDER AVE. PLAN AND PROFILE 0 W WATER VALVE C3.1 ROADWAY IMPROVEMENT PLANS S. WAYFINDER AVE. PLAN AND PROFILE Q z > ; ® WATER METER C3.2 ROADWAY IMPROVEMENT PLANS S. WAYFINDER AVE. PLAN AND PROFILE Q 1= 0 -¢ FIRE HYDRANT W 0 c— C3.3 ROADWAY IMPROVEMENT PLANS S. WAYFINDER AVE. PLAN AND PROFILE 0 C G EP EP EDGE of PAVEMENT EG EG EDGE OF GRAVEL C3.4 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE PLAN Z W W CC J pER ACE C3.5 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN G Q TREE DECIDUOUS S.\N PVF\N Q C4.0 STORM IMPROVEMENT PLANS > z 2645 EXISTING GRADE CONTOUR C4.1 STORM IMPROVEMENT PLANS DETAILS W C5.0 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE C5.1 SEWER IMPROVEMENT PLANS C5.2 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "B" PLAN AND PROFILE SEWER ALIGNMENT "C" PLAN AND PROFILE C5.3 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "D" PLAN AND PROFILE SEWER ALIGNMENT "E" PLAN AND PROFILE C6.0 WATER IMPROVEMENT PLAN C7.0 PRESSURE IRRIGATION IMPROVEMENT PLAN X C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT "A" PLAN AND PROFILE N M CJ Z S L1 .0 LANDSCAPE PLAN ° ��NGUgR W W DRAWING STATUS: �q Y ESC1 .0 ESC PLAN ESC PLAN APPROVED FOR 9 W CONSTRUCTION z W w C7 d W BENCHMARK LEGAL DESCRIPTION W POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION 0 1 O 705640.229 2444704.311 2581.564 1/2" REBAR N A PORTION OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 27, TOWNSHIP 4 NORTH, 0Q, g RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO. u�, \ 2 X 705688.529 2444834.518 2583.663 CHISELED X Z 3 X 704337.997 2444507.847 2575.808 CHISELED X • DI G LI N E O CME111L i+T�� ENGINEERS.SURVEYORS.PLANNERS **CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION.** PYhk 1>aAMO 3 THE LOCATIONS of EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE \ Depertrnent 9233 WEST STATE STREET o 3714 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT \ 0�, CO NTACT I N FO R MATI O N tk*n&0o m SuppmvmomalSp �ne BOISE, 208)6DAHO 9-693 PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR PHONE(208)639 6939 o ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. �' \ FAX(208)639 6930 u OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT ENGINEERING CONSULTANT DESIGN BY: LCK BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP PRECISION ENGINEERING, LLC ACHD COMPLIANCE 2929 W. NAVIGATOR DR., STE. 400 9233 WEST STATE STREET 539 S. FITNESS PLACE STE. 120 ■` DRAWN BY: SRM/LCK 3 MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 EAGLE, IDAHO 83616 • • CHECKED BY: LCK THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONTACT: ZACH MEYERS PHONE: (208) 639-6939 PHONE: (208) 938-1695 0 4"PI 4 1 PHONE: (208) 378-4000 FAX: 208 639-6930 CONTACT: JOEL GROUNDS, P.E. DATE: APRIL 2020 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 EMAFAXIL: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. PROJECT: 19-172 EMAIL: zmeyers©brightoncorp.com KEVIN McCARTHY, P.E. g THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING EMAIL: Ikinsella®kmengllp.com ■ SHEET NO. VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: \ #3 kevin@kmengllp.com ■ N N C1.0 ONE d CITY OF MERIDIAN GENERAL NOTES PROJECT GENERAL NOTES GRADING NOTES TRAFFIC CONTROL NOTES S�pNAL E aF�Sc�ti STANDARD NOTES FOR REVISED 3/1/18 1. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. 1. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL �\CENSF10 RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL COMMERCIAL PROJECTS WITH PUBLIC MAINS 2. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. DEVICES" FOR STREETS AND HIGHWAYS. 86� 3. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE GENERAL CONSTRUCTION PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ITEMS. y n�9T 5/22/20 Pao v PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY AT THE CONTRACTOR'S EXPENSE. 3. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF C� F OF ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF 4. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE THE EDGE OF THE TRAVEL WAY. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON CONSTRUCTION AREA. SITE. . . SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE 5 ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE o 0 ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST w N N CITY OF MERIDIAN, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE o N ORDER UNTIL THE SITUATION IS RESOLVED. ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. a PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED o v 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL 5. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE FOR PUBLIC SAFETY. Ln ALL TIMES. APPROPRIATE ENTITIES. MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 6. IF THE CONTRACTOR HAS ANY QUESTIONS CONCERNING THE PROJECT SPECIFICATIONS, HE/SHE SHALL 6. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED SOILS WITHIN CLEARING LIMITS SHOWN ON THE 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF ARE REQUIRED 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE CONTACT THE ENGINEER FOR DIRECTION. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS AND CONSTRUCTION PLANS, AND WASTED OR STOCKPILED FOR LATER USE. ADDITIONAL DEPTHS MAY BE RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO TO SECURE A PRIOR TO START OF WORK. SPECIFICATIONS THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. NECESSARY TO OBTAIN SUITABLE SUBGRADE MATERIALS AS DETERMINED BY THE GEOTECH ANY CONSTRUCTION. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 7. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED CONSULTANT. 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 7. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXCAVATED AREA SHALL BE INSPECTED BY THE ANY CONSTRUCTION. z PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE GEOTECHNICAL CONSULTANT TO VERIFY SUITABILITY OF SUBGRADE FOR PLACEMENT OF STRUCTURAL L„ 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. FILL. THE EXPOSED SUBGRADE MUST BE IN A COMPACT, FIRM AND STABLE CONDITION PRIOR TO FILL z a CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. PLACEMENT. THIS WILL BE CONFIRMED BY PROOF-ROLLING THE SUBGRADE IN A MANNER ACCEPTABLE LuW 8. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO TO THE TESTING AND INSPECTION CONSULTANT. A REPRESENTATIVE OF GEOTECHNICAL CONSULTANT N 2 ?: 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; SHALL REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND COMPACTION OF STRUCTURAL FILL. O u o 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 g, NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN Z PROOGENERF THAT ALL AL CONSTRUCTONRIALSNOT INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. ISSUED BY THE US ARMY CORPS OF ENGINEERS1. . ALL WORK WITHIN WETLAND AREAS SHALL ADHERE ACRONYMS > US = 9. ALL COSTS INCURRED IN CORRECTING DEFICIENT WORK SHALL BE CHARGED TO THE CONTRACTOR. TO THE REQUIREMENTS OF THE 404 PERMIT. Lu _ 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE 9. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD CL - CENTERLINE N - NORTHING ~ g TERMINATION. Y IN T I DEPENDING T T F T N COMPOSITION I CO CLEANOUT OHP OVERHEAD POWER W T FOR PIP PLACING A N F T PLACING T PAVING. VAR HE FIELD DE END G ON HE DEPTH 0 HE ROOT ZONE, SOIL COMPOST 0 INCLUDING TRENCHES 0 E, (B) LAC NG OF AGGREGATE BASE; (C) PLACING 0 CONCRETE; (D) LAC G OF ASPHALT AV G. z ui 10. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY APPROXIMATE. THE SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. E - EASTING PC - POINT OF CURVATURE 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING UNDERGROUND FACILITIES DAMAGE STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF ELEV - ELEVATION PI - PRESSURE IRRIGATION o WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO EP - EDGE OF PAVEMENT PS - PRESSURE SEWER u o FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL PLACEMENT. FL - FLOW LINE PT - POINT OF TANGENCY a DEQ/QLPE APPROVED CONSTRUCTION PLANS. DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE 10. THE SUBGRADE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED, COMPACTED, INSPECTED AND FLG - FLANGE R - STATION OFFSET RIGHT Lu ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE (342-1585) FOR UTILITY LOCATIONS PROOF ROLLED WITH A HEAVY RUBBER-TIRED FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN A MINIMUM OF 48 HOURS PRIOR TO DIGGING. PLACEMENT OF FILL. FILL WITHIN THE ROADWAY AREAS SHALL BE COMPACTED TO NOT LESS THAN HP - HIGH POINT SD - STORM DRAIN WRITING PRIOR TO CONSTRUCTION. 11. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL AS INDICATED BY ASTM D698 IN FLEXIBLE INV - INVERT SDMH - STORM DRAIN MANHOLE 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES PAVEMENT AREAS. SUBGRADE SHALL BE INSPECTED BY THE GEOTECHNICAL CONSULTANT RESPONSIBLE ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT FOR THE GEOTECHNICAL ASPECTS OF THE PROJECT. CONSTRUCTION SS - SANITARY SEWER LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 11. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT. SEE GEOTECHNICAL REPORT FOR L - STATION OFFSET LEFT SSMH - SEWER MANHOLE LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE z ADDITIONAL INFORMATION. AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT - SIDEWALK P - LIP OF GUTTER SW WATER ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. 12. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR LIP - MATCH EXISTING SW - TOP BACK OF CURB CONSTRUCTION ACTIVITY WITH THE EPA. 12. ALL NATURAL SLOPES SHALL BE CONSTRUCTED PER THE RECOMMENDATIONS BY THE GEOTECHNICAL MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC ENGINEER. ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL 13. FINAL GRADING SHALL BE INSPECTED BY THE PROJECT ENGINEER. MW - MONITORING WELL DRINKING WATER SYSTEMS IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN SLOPE AWAY FROM ALL BUILDINGS. GENERAL CONSTRUCTION NOTE NO. 1. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED AND EXCESS MATERIALS AT 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM AN APPROVED OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MATERIALS AFTER REMOVAL FROM THE SITE. ACHD NOTES MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 14. CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS REQUIRED BY ANY ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S ACHD) RIGHT-OF-WAY SHALL THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542. 1.07 OF THE IDAHO RULES FOR PUBLIC POLITICAL SUBDIVISION OR AGENCY. CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLICWORKS CONSTRUCTION DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 15. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IDAHO (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE LICENSED WELL DRILLER FOR ABANDONMENT. DISTRICT. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 16. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 17. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED FROM GREATER. z AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. z THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A O PUBLIC WORKS INSPECTOR DOMES SHALL BE CONSTRUCTED PER ISPWC DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER _ Q LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION OF THE (STAMPED CONCRETE AND ADHESIVE MATS NOTT ALLOWED) DOMES SHALL BE CAST INTO THE CONCRETE WED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' J SEWER DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH THE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE `Z 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, THE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. INITIATING ANY CONSTRUCTION. I­__ O z C 18. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT X = � 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM W DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 19. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD LuQ Z MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, CONSTRUCTION. WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED Q 2 0 ( ) BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION _ THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 20. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD LuW U DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION. CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. > > 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS 21. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE Z Q APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT Q 0 0 SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC.WATE Q z CONSR MAIN TRUCTED TO CROSS CACCCORDANCELESS WITHHAN SECTION 5EEN 42.0718))OF INCHES THEIDAOHO VERTICAL FORPAPUBION, THE LIIC DRINKINGSSING WATER SHALL BE SYSTEMS REQUEST OF THE AGENCY AND/OR THE ENGINEER. 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED Lu 0 Q (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE Q v) NUMBERS) FOR DETAILS. W 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE Z Lu CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE J 0 WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE W 5 ROADWAY NO "TOLERANCES" ALLOWED. ` Q z 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE Q W CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. Z PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. W PIPE ZONE. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. PRESSURIZED IRRIGATION 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS NO-CHARGE RIGHT-OF-WAY PERMIT. BEING CONSTRUCTED. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL ACHD POLICY MANUAL. QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF DRAINAGE 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, 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. A TRAVEL LANE. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS X DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. z a 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE DRAWING STATUS: E IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). u 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL APPROVED FOR S CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. CONSTRUCTION a w 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org 0 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. d u 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. alcm d N O N N N 3 Z Y ENGINEERS.SURVEYORS.PLANNERS a 9233 WEST STATE STREET BOISE,IDAHO 83714 o PHONE(208)639-6939 F FAX(208)639-6930 0 DESIGN BY: LCK ti DRAWN BY: SRM/LCK g CHECKED BY: LCK a 0 DATE: APRIL 2020 h PROJECT: 19-172 SHEET NO. s C1. 1 N d EG_ fc= �8.,w - �8" \ \ II�I�I�II�I������II IIIIIIII SHEET NOTES S�pNAL N Eck �8"w s� s 1� A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. S f G 'w \ � / 'PI N /I I F� ��CENSF�8'S 6� 6'P� 6"PI „PI �' /l/ III 860 ` \\\ s"S\ sCO / 4"PI PI 4„PI KEYNOTES ® n 5/22/20 Z, TP-2 s ,;�� \ 5 -7 9r P 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 0 F OF a"w a"W PAVEMENT PATCH PER ISPWC SD-303 AND ACHD ti�� DNS s C. 12,. REQUIREMENTS. N K \\\ 8„W " 12' 12" —� \\� EG W. OL "LT�fD —a„W 8"W M 5 $, 8..s 8"s a"s a"s a"s e s a 2. RETAIN AND PROTECT GRAVITY IRRIGATION MAIN. 00 3. REMOVE EXISTING GRAVEL ROAD WITHIN THE PROJECT w BOUNDARY. a o N 4. RETAIN AND PROTECT WATER MAIN. REMOVE BLOW-OFF \� s"W / I VALVE AND CONNECT TO EXISTING GATE VALVE PER WATER IMPROVEMENT PLAN. N� / III� � � � � 5. RELOCATE OR REMOVE AND SALVAGE ROAD AND � SIDEWALK TERMINUS SIGNS TO OWNERS. N 6. GROUNDWATER MONITORING WELL, SEE TABLE 1 ON a \ \ \\\\ �c 1 1 2 //�� C I/ SHEET C4.0 FOR INFORMATION. w � z ow 5 5 J����\� I O ou z \ — �� — w IF— g ED Lu Lu 3 a w Lu w IN 0 60 120 180 Plan Scale: 1" = 60' 2577- -\ \ \\\�-\�\ MZ - 14 N 0 \\\ \ \ ` \\\� z \ Q z Lu \ \ —2s76� \ \ W — W 0 \ \ \ \ Qz > z \ \ \ \ \ \ \ oC Q = z \ \ \ \ w 0 o \ \ zw Jo \ \ \ \ Q O DC \ \ Q Lu c� \ \ \ ?>> z z w -2575— \ PROJECT BOUNDARY \ \ TP-30 x M X � \N \ \ Z TP-1 \ _ \ DRAWING STATUS: APPROVED FOR 2573 — \ \ \ CONSTRUCTION 0 N I ENGINEERS.SURVEYORS.PLANNERS 9233 WEST STATE STREET BOISE,IDAHO 83714 0 U \ \ S 1 / PHONE(208)639-6939 F- FAX(208)639-6930 X DESIGN BY: LCK / DRAWN BY: SRM/LCK CHECKED BY: LCK DATE: APRIL 2020 u \ \ \ h `/ / \ \^ PROJECT: 19-172 g � � / , � / � SHEET NO. 0 V Notes ADDITIONAL NOTES: EXCESS MATERIAL SITE NOTE 67 - CONCRETE BIKE RAMP ENTRANCE IN ADDITIONAL TO THE NOTES CONTAINED HEREIN, CONTRACTOR SHALL COMPLY WITH ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SITE FOR THE DISPOSAL OF THIS ITEM CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY TO NOTES AND STANDARDS CONTAINED ON SHEET C1.1. EXCESS OR UNSUITABLE MATERIALS. IF BITUMINOUS MATERIAL IS TO BE DISPOSED OF, THE INSTALL CONCRETE BIKE RAMP ENTRANCE AT THE LOCATIONS SHOWN ON THE PLANS AND SITE SHALL MEET THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. DETAILS. ALL MATERIALS SHALL CONFORM TO THE ISPWC SECTIONS 703 AND 706 FOR zo . No DAMAGE BEYOND CONSTRUCTION LIMITS NO SEPARATE PAYMENT WILL BE MADE FOR THE ACQUISITION OR OPERATION OF THE SITES, OR CONCRETE PEDESTRIAN RAMPS, CONCRETE CLASS CL-3000. ALL WORK SHALL CONFORM TO r r DAMAGE TO PROPERTY OUTSIDE THE CONSTRUCTION LIMITS OF THIS PROJECT SHALL BE FOR LOADING, HAULING OR UNLOADING THE MATERIALS AT THE SITE. THE ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. °0 PROMPTLY REPAIRED BY THE CONTRACTOR. THE COST OF THESE REPAIRS SHALL BE w CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE TESTING AND CONSTRUCTION OBSERVATION NOTE 68 - CONCRETE BIKE RAMP EXIT o 0 N MADE. THE CONTRACTOR SHALL OBTAIN A RELEASE FROM THE PROPERTY OWNER SPECIFYING ALL TESTING AND OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THIS ITEM CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY TO THAT THEY ARE SATISFIED WITH THE REPAIR WORK. A COPY OF THE LETTER SHALL BE THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, INSTALL CONCRETE BIKE RAMP EXIT AT THE LOCATIONS SHOWN ON THE PLANS. ALL MATERIALS C SUBMITTED TO OWNER, ACHD, AND THE CITY OF MERIDIAN. FINAL RELEASE OF CONTRACT AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE SHALL CONFORM TO THE ISPWC SECTIONS 703 AND 706 FOR CONCRETE PEDESTRIAN RAMPS, � RETAINAGE WILL NOT BE AUTHORIZED UNTIL THIS PROVISION HAS BEEN MET. DISTRICT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SCHEDULING ALL INSPECTION AND CONCRETE CLASS CL-3000. ALL WORK SHALL CONFORM TO THE ISPWC AND ACHD o TESTING AS REQUIRED. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE SUPPLEMENTAL SPECIFICATIONS. c/ PROPERTY CORNERS & SURVEY MONUMENTS BACK CHARGED TO THE RESPONSIBLE CONTRACTOR. ALL COST OF RE-INSPECTING FAILED ' M IF PROPERTY CORNERS OR SURVEY MONUMENTS ARE FOUND DURING CONSTRUCTION, THE ITEMS SHALL ALSO BE BACK CHARGED TO THE RESPONSIBLE CONTRACTOR. NOTE 76 - CONCRETE MEDIAN SLOPE NOSE, TYPE 1 w "' w CONTRACTOR SHALL NOTIFY ACHD PRIOR TO DISTURBING THE PROPERTY CORNERS OR THIS ITEM CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY TO MONUMENTS. THE CONTRACTOR SHALL CONTACT THE PROJECT SURVEYOR (LICENSED IN THE CAST-IN-PLACE CONCRETE INSTALL CONCRETE MEDIAN SLOPE NOSE, TYPE 1 AT THE LOCATIONS SHOWN ON THE PLANS ' STATE OF IDAHO) TO TIE THE MONUMENT PRIOR TO DISTURBANCE (PER IDAHO CODE 55-1613) 3/8" PREFORMED EXPANSION JOINT FILLER AND SEALER SHALL BE INSTALLED WITH A SPACING AND DETAILS. ALL MATERIALS SHALL CONFORM TO THE ISPWC SECTIONS 702, 703 AND 706 AND REPLACE FOLLOWING THE COMPLETION OF WORK. ALL COST SHALL BE THE NOT TO EXCEED 50 FEET FOR NEW SIDEWALK CONSTRUCTION EXCLUDING THE CURB RAMP FOR MISCELLANEOUS CONCRETE, CONCRETE CL-3000. ALL WORK SHALL CONFORM TO THE z RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. 3/8" PREFORMED EXPANSION JOINT FILLER AND SEALER SHALL ALSO BE ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. INSTALLED WITH A SPACING NOT TO EXCEED 50 FEET AND THE PERIMETER (BETWEEN CURBING STORM DRAIN & IRRIGATION FLOWS Z THE CONTRACTOR IS RESPONSIBLE FOR TRANSMITTING EXISTING STORM DRAIN AND IRRIGATION AND PATTERN CONCRETE) FOR NEW MEDIAN ISLAND PATTERN CONCRETE (WITHIN THE SPUTTERISLANDS) AND THE PATTERN CONCRETE TRUCK APRON CONSTRUCTION. O C) FLOWS DURING CONSTRUCTION. MAINTAINING THESE FLOWS MAY REQUIRE THE CONTRACTOR TO INSTALL TEMPORARY COLLECTION POINTS FOR TRANSMITTING AND BYPASSING THE SYSTEMS TO COMPLETE THE PROJECT TASKS. ALL COSTS ASSOCIATED WITH TRANSMITTING BOTH EXISTING .♦� �j p� STORM DRAIN AND IRRIGATION FLOWS, INCLUDING FLOWS FROM THE TEMPORARY WATER rh C QUALITY BEST MANAGEMENT PRACTICES, ON THE PROJECT SHALL BE CONSIDERED INCIDENTAL `J TO OTHER ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE. co b Z Z O LI) p 0 0 En Z c z n Q � o w w w Q oC � Cr 0 i i C ) A J D a � p z D Z Z D R �/ I /// p p � O W w � D� D RJ R/ A l I B s p `� ° I— D W W W Q p p ° W W W W W W W W W W W W W W W R/1•y.�.� B 1 / R/ p ° p W W W W W W W W W W W W \ C R p / p W W W W W W W W W p m CO W W W W W W W (v W W W L D Q T' 1� r W I � A l W W W W W W W W W y W W W W W W W W W W B1 3 ) W W p pp 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 W W W W W W W W W W W W W W W p ui W W W W W W (1 v IS w W W W W W W W W W W W W p � j`v' W W W W W W D W W W I s 4 y W W W W W W W W V 13 W W W W W 121 1 O C// Wei W� NpER VV A � WAYFINDER AVE VE MW � 2 W W y W p \8"'\ • � V W W W W W W W A2 B p D W W W W W W W W W W W W Y W W W W ° p 8M.• V w Q W W W W W W W W W W W W p p W W W W p p L1 p . C) r^ 4p pp ♦ w JJ D W W W W W W W W W W pp / ♦ D K R/ RR W W R/ / p ♦ V p B2 Al 0 BAl ^ ♦ III D o ° -,\ o x p C o 0 20' 40' 0 20' 40' Uj N Typical Sections Keymap - S Wayfinder Ave . Typical Sections Keymap - S Wayfinder Ave . Horizontal Scale 1" = 20' Horizontal Scale 1" = 20' 12'7 4 GRO Plans Are Accepted For Public Street Construction PROJECT NO: 17008 By stamping and signing the improvement plans,the Registered DATE: 04/2020 Engineer ensures the District that the plans conform to all DESIGNED BY: AJE District policies and standards.Variances or waivers must be DRAWN BY: AJE specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not CHECKED BY: JGG relieve the Registered Engineer of these responsibilities. SHEET NO.: BY DATE: C2.0 ADA COUNTY HIGHWAY DISTRICT R/W VARIES (90.3'-111.6') SPUTTER ISLAND LANDSCAPING, BY OTHERS. REFER TO LANDSCAPING PLAN. ALSO REFER TO MEDIAN ISLAND DETAIL 2, THIS SHEET 10.0' VARIES VARIES VARIES 10.0' SIDEWALK 5.0' SEE PLAN SEE PLAN SEE PLAN 5.0' SIDEWALK zo . o N CID L i 1.0' 1.0' 1.0' N 65 rn 0.5' 0.5' \ o _CZ N I 1.5%� 1.0' ,1_ I > CL - W (0 r 100 LANDSCAPE LANDSCAPE � CONCRETE SIDEWALK, 5 THICKNESS, ACHD SUPPLEMENTAL SD-709 CONCRETE SIDEWALK, 5 THICKNESS, ACHD SUPPLEMENTAL SD-709 4" OF CRUSHED AGGREGATE BASE TYPE 1, ISPWC SEC 802 STRIP 6" ROUNDABOUT 4" OF CRUSHED AGGREGATE BASE TYPE 1, ISPWC SEC 802 ' M 0 5.0' I l CURB (NO GUTTER) 1 STANDARD 6 VERTICAL CURB AND STRIP 5 0, bi � w SIDEWALK 8.0' 4" OF CRUSHED AGGREGATE C2.1 ACHD SUPPLEMENTAL C2.1 GUTTER, ACHD SUPPLEMENTAL SD-701 8.0' SIDEWALK a 1.0' BASE TYPE 1, ISPWC SEC 802 SD-7016 1.0' 1.0' STANDARD 6" VERTICAL CURB AND 4" OF CRUSHED 4" OF CRUSHED AGGREGATE 1.0' GUTTER, ACHD SUPPLEMENTAL SD-701 AGGREGATE BASE BASE TYPE 1, ISPWC SEC 802 .1 z TYPE 1, ISPWC SEC F 802 Z CONCRETE SIDEWALK, 5" THICKNESS, LANDSCAPE CONCRETE SIDEWALK, 5" THICKNESS, O C) ACHD SUPPLEMENTAL SD-709 LANDSCAPE ACHD SUPPLEMENTAL SD-709 STRIP 4" OF CRUSHED AGGREGATE STRIP 4" OF CRUSHED AGGREGATE BASE TYPE 1, ISPWC SEC 802 Sta. 3+21 to 3+90 Sta. 3+14 to 3+90 BASE TYPE 1, ISPWC SEC 802 P4 Section Al -Al Section A2-A2 U C Section A-A NTS ^ ° Typical Road Section with Median S Wa Sta 2+63 - Sta 3+90 yp R/W VARIES (77.5'-81.1') Yfinder Ave ( ) SPUTTER ISLAND LANDSCAPING, BY OTHERS. REFER TO LANDSCAPING PLAN. CY) ALSO REFER TO MEDIAN ISLAND DETAIL 2, THIS SHEET 10.0' VARIES VARIES VARIES 10.0' I O i SIDEWALK 5.0' SEE PLAN SEE PLAN SEE PLAN 5.0' SIDEWALK i z i 1.0' 1.0' 1.0' zO I >� - Il 0.5' 0.5' I _ I 1.5%— �- 1.0' 2% 2% ,1_ > 0 /1 110410& CONCRETE SIDEWALK, 5" THICKNESS, ACHD SUPPLEMENTAL SD-709 LANDSCAPE LANDSCAPE CONCRETE SIDEWALK, 5" THICKNESS, ACHD SUPPLEMENTAL SD-709 m ill, ii 4" OF CRUSHED AGGREGATE BASE TYPE 1, ISPWC SEC 802 STRIP 4 OF CRUSHED AGGREGATE 6" ROUNDABOUT 6" ROUNDABOUT CURB AND GUTTER, STRIP 4" OF CRUSHED AGGREGATE BASE TYPE 1, ISPWC SEC 802 Z z 5.0' BASE TYPE 1, ISPWC SEC 802 l CURB (NO GUTTER), l ACHD SUPPLEMENTAL SD-7016 5.0' SIDEWALK 8.0' 6" ROUNDABOUT CURB AND GUTTER, C2.1 ACHD SUPPLEMENTAL C2.1 4" OF CRUSHED AGGREGATE , 8.0' SIDEWALK Q 1.0' ACHD SUPPLEMENTAL SD-701B SD-701B BASE TYPE 1, ISPWC SEC 802 1.0' LJJ 0 1.0' 0 5, 4" OF CRUSHED 0.5' 1.0 L J,J 1 STANDARD 6" VERTICAL CURB AND GUTTER, AGGREGATE BASE STANDARD 6" VERTICAL CURB AND GUTTER, W ACHD SUPPLEMENTAL SD-701 TYPE 1, ISPWC SEC 802 ACHD SUPPLEMENTAL SD-701 3 U CONCRETE SIDEWALK, 5" THICKNESS, / / LANDSCAPE 4$' OF CRUSHED AGGREGATE 4$$ OF CRUSHED AGGREGATE \ \ \ CONCRETE SIDEWALK, 5" THICKNESS, J ACHD SUPPLEMENTAL SD-709 STRIP BASE TYPE 1, ISPWC SEC 802 BASE TYPE 1, ISPWC SEC 802 LANDSCAPE ACHD SUPPLEMENTAL SD-709 w 4" OF CRUSHED AGGREGATE STRIP 4" OF CRUSHED AGGREGATE Q BASE TYPE 1, ISPWC SEC 802 Sta. 13+06 to 13+54 Sta. 13+06 to 13+58 BASE TYPE 1, ISPWC SEC 802 Z Z Section 131 -B1 Section 132-132 W Co Section B-B ~ NTS � Typical Road Section with Median S Wayfinder Ave (Sta 13+06 - Sta 14+01 ) R/W VARIES R/W VARIES 41.6'-46.2' 35.9'-44.1' VARIES VARIES 5.0' SEE PLAN I SEE PLAN 5 0' ISIDEWALK 8.0' 8.0' SIDEWALK I 1.0 0.5' 1 0.5' 1.0 z � .1 I O 2%i 2% I 1.5% ' �— CONCRETE SIDEWALK, 5" THICKNESS, ACHD SUPPLEMENTAL SD-709 LANDSCAPE W LANDSCAPE CONCRETE SIDEWALK, 5" THICKNESS, ACHD SUPPLEMENTAL SD-709 Cl) OF CRUSHED AGGREGATE BASE TYPE 1, ISPWC SEC 802 STRIP STRIP 4" OF CRUSHED AGGREGATE BASE TYPE 1, ISPWC SEC 802 J STANDARD 6" VERTICAL CURB AND GUTTER, ACHD SUPPLEMENTAL SD-701 1 C2.1 STANDARD 6" VERTICAL CURB AND GUTTER, ACHD SUPPLEMENTAL SD-701 U Section C-C NTS Typical Road Section W Wa finder Ave Sta 3+90 - Sta 4+00 yp y ( ) (Sta 13+00 - Sta 13+06) SPUTTER ISLAND LANDSCAPING, BY OTHERS. J REFER TO LANDSCAPING PLAN. EXISTING ROUNDABOUT CURB (NO GUTTER) N r4') 3.5" OF PLANT MIX PAVEMENT, EXISTING SPUTTER ISLAND SUPERPAVE SP-3 (Y" MIX, PG 64-28), PEDESTRIAN REFUGE ACHD SUPPLEMENTAL SEC 810 REMOVE EXISTING CURB ,1/ 14/ ,1/ 14/ ,1/ 14/ CRUSHED AGGREGATE BASE TYPE 1, ISPWC SEC 802 °° 14/ 14/ � � MEDIAN SLOPE NOSE TYPE 1 °° ° 6" ROUNDABOUT CURB (NO GUTTER), O O O O 6" MINUS UNCRUSHED AGGREGATE °° ° °° CONCRETE ACHD SUPPLEMENTAL SD-7016 PER DETAIL 1, SHEET C2.4 12'7 4 SUBBASE, ISPWC SEC 801 CO 0 0 0 0 GRO ° Plans Are Accepted For Public ° ° ° S \ °°° ° COMPACTED SUBGRADE, MATCH EXISTING CURB Street Construction PROJECT N0: 17008 CLASS A COMPACTION IS ELEVATION AND TYPE By stamping and signing the improvement plans,the Registered DATE: 04/2020 SPECIFIED Engineer ensures the District that the plans conform to all DESIGNED BY: AJE NOTES: District policies and standards.Variances or waivers must be DRAWN BY: AJE specifically and previously approved by the District in writing. CHECKED BY: JGG 1. TROWEL SLOPE NOSE TO A SMOOTH FINISH Acceptance of the improvement plans by the District does not Asphalt Concrete 20 Typical Median Island Detail relieve the Registered Engineer of these responsibilities. SHEET NO.: NTS vement Section NTS BY DATE: C2. 1 ADA COUNTY HIGHWAY DISTRICT w N O T E S Q O7 REMOVE CURB, GUTTER, & SIDEWALK AS REQUIRED 42 6" ROUNDABOUT CURB (NO GUTTER), PER ACHD SUPPLEMENTAL SD-701B o • CD 0) CURVE NO. C1 r co p , „ 45 STANDARD 6 VERTICAL CURB AND GUTTER, PER ACHD SUPPLEMENTAL SD-701 r Q A = 7°23 22 ai r, T = 11.62' 46 6" ROUNDABOUT CURB AND GUTTER, PER ACHD SUPPLEMENTAL SD-701 B N w � o (� L = 23.21' Co N z p ° R/ R = 180.0' 47 SAW CUT EXISTING PAVEMENT > U Q R/ 49 N = 704,739.957 � 10' R/ P.I. E = 2,444,338.603 48 CONCRETE DRIVEWAY APPROACH, PER ACHD SUPPLEMENTAL SD-710 00 $, R/ o CURVE N0. C2 49 CONCRETE SIDEWALK, 5" THICKNESS, PER ACHD SUPPLEMENTAL SD-709 CD ° W W W W W W W W W W W W W W R/yam _ > » 0,A — 13°4019 LO Co W W W J5, W W W W W R/ 5, T = 67.47' 55 SPUTTER ISLAND LANDSCAPING, BY OTHERS. REFER TO LANDSCAPING PLAN. W w W W W W W W W W ° L = 134.30' 45 100 68 W W J W W W W W W W W W W W W ° R = 562.8' 67 CONCRETE BIKE RAMP ENTRANCE, PER DETAIL 2, SHEET C2.4 W W W W W b PC STA: 3+09.44 100 ° R P.I. N = 704,809.681 68 CONCRETE BIKE RAMP EXIT, PER DETAIL 3, SHEET C2.4 0 E = 2,444,375.946 z N 704,626.776 47 i PCC STA: 3+32.65 73 45 R/ 73 ROADSIDE TRAFFIC SIGN INSTALLATION (ONE METAL POST), PER ACHD TRAFFIC E 2,444,295647 ° o ° SUPPLEMENTAL TS-1114 Zj Z STA 2+00.00, 0.00 RT l 3 42 N20 47 01 E 109.44 73 102 ° 76 CONCRETE MEDIAN SLOPE NOSE TYPE 1, PER DETAIL 1, SHEET C2.4 0 0 W W W W W W IY W W W W W W L W 76 ' 9 W W W W W W W W W W W W W W W W 100 BUFFER STRIP LANDSCAPING, BY OTHERS. REFER TO LANDSCAPING PLAN. ° W W W W W W W W W � I•� ^ 1�1 7 Y T+JI 102 ROADWAY PLANS, BY OTHERS. a W W W 55 VV /F F 73 �A TRANSITION BETWEEN STANDARD 6" VERTICAL CURB AND GUTTER AND 6" Q I 45 ROUNDABOUT CURB AND GUTTER. U , q V 100 47 N 704859943 � 67 100 � � � , . E 2,444,420.958 W W W W ,W W W W 45 STA 4+66.95, 0.00' RT W W 5 W W W W W W W 8$ 102 O O p G W \ ° R Z R ' ° y\•` R W J 4j� 0 p ° V J 0 - > 2 0 Q En9 0 20' 40' D z RoadwayPlan - S Wayfinder Ave . - Sta. 2+63 to Sta. 4+00 � Q Horizontal Scale 1" = 20' w o— w CC w U � w J w Q Z z U W W Co I— Cl- 41 0 49 , , / ° ° ° U p °p ° 9 100 R e Z R/ 5' R� R/ 100 10' 5' q 100 ' `� Q R/ R/ 1 ° J p ° °( ° ,\ ° -1S"SD -�8"SD W W W W W 8 A 67 48 46 47 102 45 55 ° J• i ° ° CL 42 y W y W 55 ' 0 73 W 14 W W W W W W W co S WAYFINDER AVE 13 WWWWWWWWWJW y W W W 14 47 15 8" I— — — — — 76 42 100 48 100 a»w\8..w N 705,427.444 A 46 W W ---__8"w Cb N 707,032.332 J E 2,444,798.873 73 45 8' 14' W W 7 ° \8-W E 2,444,814.598 STA 12+50.00, 0.00' RT 102 W ' W W ° , �.,° ° STA 28+54.96, 0.00 RT � W W W W W 1 0' ° ° W W W W W W W W J W 68 W 5' ° ° �A ° / R� 5' 49 R/W-R/�� R/ R/ R 100 N 27 4 0 ° vm I 8.W 8.. 8..W_ J�EL GROG 0 20' 40' Plans Are Accepted For Public Roadway Plan - S Wayfinder Ave . - Sta. 13+00 to Sta. 14+01 Street Construction PROJECT NO: 1 By stamping and signing the improvement plans,the Registered DATE: 04/ Horizontal Scale 1" = 20' Engineer ensures the District that the plans conform to all DESIGNED BY: AJE District policies and standards.Variances or waivers must be DRAWN BY: AJE specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not CHECKED BY: JGG relieve the Registered Engineer of these responsibilities. SHEET NO.: BY DATE: C2.2 ADA COUNTY HIGHWAY DISTRICT w L E G E N D Q , 6" ROUNDABOUT CURB (NO GUTTER), PER ACHD 0 SUPPLEMENTAL SD-701B D o • NN co T T ° 00 STANDARD 6" VERTICAL CURB AND GUTTER, PER ACHD 65 co ' SUPPLEMENTAL SD-701 z o a)i 00 o O N p (n Z ' p p p R/ uj R/ Q 6" ROUNDABOUT CURB AND GUTTER, PER ACHD D > A. p,A D R/h� SUPPLEMENTAL SD-701B o �\ R/ � — C// U) Co C3 LU C4W W W W W W W W W w I � I C5 W W W W W b PC STA: 3+09.44 N 704,626.776 I PCC STA: 3+32.65 D E 2,444,295647 p � C6 SR/ Z STA 2+00.00, 0.00 RT 11 3 N20 47 01 E 109.44 W C7 0r O W W W W W W W W W W W W W W W W u W W W W W W W W W W C I ° W W W W W W W W W W W � I♦� 1�1 D W W W 4 p C9 �, S V Vq \p° � P.W w W � c10 \ C11and VAE7 E 2,444,420 958 W W W W W W W W Qv Q p W W W W W W W W W W W W W W C12 STA 4+66.95, 0.00' RT p W W W W W W W W W W W \ M D W W W W W W W W W W O p p ° p ° R/ R IAA W W W - ��/� Z p 4j� p D V �//^ O — �� 0 Q En9 0 20' 40' D z RoadwayCurve Plan - S Wayfinder Ave . - Sta. 2+63 to Sta. 4+00 � Q Horizontal Scale 1" = 20' wo — w CC LLJ U � w J w Q Z Z U W W CoQ:f I— Cl- °p/ p Q <N co T ° 1 p I � p 41 '\ R p R/ p °° S -1/ 9 ° ° p LU R R/ R/ R/ ° p � p ° / I > ° ° / p ° p� W W W W W W p Q p ° p p W W W W W W W W W ° � W W p O p ° ° W W W W W W W W W W W " OO -1S"SD -1 USD W W W W W C13 1� �, >- NUMAd ° W W p OD p W W W W W W W W W W W ° L\ Z55 C14 C15 W W W W W W W W W W W W W W 7 I S WAYFINDER AVE 13 8 14 15 p c16 Ln 8-W �8..w N 705,427.444 RUNW W W W ° N 707,032.332 J E 2,444,798.873 W W W ° �a"w E 2,444,814.598 ~ STA 12+50.00, 0.00' RT C18 W W W ° p ° STA 28+54.96, 0.00' RT w W W W W W W W W W W W W C p p p ° L\ p ° G p y cA p R 2/- R/�' ° p R/ R/ R/ ° p o N I �� 27 4 o Ip vm I L\ \-8'W-8,-1tN 8"W I S O q J�EL GROG 0 20' 40' Plans Are Accepted For Public Roadway Curve Plan - S Wayfinder Ave . - Sta. 13+00 to Sta. 14+01 Street Construction PROJECT N 1 By stamping and signing the improvement plans,the Registered DATE: 04/ Horizontal Scale 1" = 20' Engineer ensures the District that the plans conform to all DESIGNED BY: AJE District policies and standards.Variances or waivers must be DRAWN BY: AJE specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not CHECKED BY: JGG relieve the Registered Engineer of these responsibilities. SHEET NO.: BY DATE: C2.3 ADA COUNTY HIGHWAY DISTRICT ROUNDABOUT CURVE TABLE CURVE # RADIUS LENGTH DELTA TANGENT P.I. NORTHING P.I. EASTING START STA., OFF END STA., OFF C1 180.0 23.21 7.23'22" 11.62 704739.957 2444338.603 3+09.44, 0.00' 3+32.65, 0.00' o_ . N co o T T MOUNTABLE ao CONCRETE C2 562.8 134.30 13.4019 67.47 704809.681 2444375.946 3+32.65, 0.00 4+66.95, 0.00 N 65 rn TRAFFIC CURB N w 0 00 C3 52.0 8.29 9.08'19" 4.16 704720.305 2444299.533 2+84.69, 30.04'L 2+92.97, 29.73'L o N 5.0' N F - B C4 228.0 36.13 9.04'49" 18.10 704741.429 2444306.553 2+92.97, 29.73'L 3+26.32, 29.30'LUj � C0 � 00 °. C G ° � Z C5 592.0 78.20 7.34'06" 39.16 704792.239 2444332.959 3+26.32, 29.30'L 4+00.00, 29.22'L LL oA " A ° r " Md W C6 200.0 34.34 95011 17.21 704729.311 2444331.810 2+91.51, 1.62L 3+25.69, 1.31L ° (CONCRETE) ' _ . 4 LU Cn C7 564.0 64.25 6.31'37" 32.16 704773.119 2444354.578 3+25.69, 1.31'L 3+89.77, 1.22'L ' a a ° o C8 200.0 17.61 5.02'42" 8.81 704726.782 2444344.074 3+01.88, 10.09'R 3+19.92, 8.43'R B z C9 100.0 31.10 17.49'08" 15.68 704764.015 2444353.216 3+33.96, 5.41'R 3+64.89, 1.54'R PLAN C10 564.0 6.00 0.36'34" 3.00 704795.894 2444372.948 3+83.75, 1.28'R 3+89.76, 1.28'R %" EXPANSION JOINT VARIES ;= C11 329.0 66.65 11.36'24" 33.44 704732.428 2444364.947 2+89.95, 28.42'R 3+61.66, 27.41'R O O SEE PLAN < - C12 510.1 36.48 4.05'52" 18.25 704776.975 2444391.160 3+61.66, 27.41'R 4+00.00, 27.06'R TOP OF 5.0' 3:1 PITCH > .'. ►-I-1 O CURB o C13 982.0 58.69 3.25'27" 29.35 705506.969 2444772.624 13+00.00, 24.76'L 13+58.34, 31.04'L V a if d - - R-2 C14 2.5 7.57 173.32'08" 44.27 705442.206 2444795.345 13+08.84, 7.42'L 13+08.98, 2.43'L �"'� P4 � O C15 1000.0 66.06 3.47'05" 33.04 705519.299 2444789.556 13+08.84, 7.421 13+74.42, 15.181 V ASPHALT 20 GAGE, PAVEMENT (TYP.) CURB LINE 6"x6" WIRE C16 235.0 33.59 8.11'24" 16.82 705503.255 2444797.659 13+08.98, 2.431 13+42.51, 3.88'L SECTION A-A SECTION B-B C17 109.3 11.71 6.08'21" 5.86 705570.812 2444790.534 13+87.45, 9.071 13+99.14, 9.79'L CY) C18 117.7 14.90 1.22'56" 7.45 705484.682 2444817.717 13+00.00, 18.96'R 13+14.82, 17.43'R O Concrete Median Slope Nose T z e 1 Curve Data Tables z 1 SCALE: NTS O D p > a 0 0 m - Z c z n Q w o DIRECTION OF TRAVEL W Cr SEE CHANNELIZATION AND SIGNING PLAN W o a o III LANDSCAPING - 18" BIKE LANE a G z 18» LANDSCAPING � z U W W MULTI-USE PATH, 10' WIDTH Lq U) J 2 Concrete Bike Ramp Entrance Q SCALE: NTS W 0 �' VJ D O LU z Q J J LU U Lq 5' SIDEWALK TYPICAL 2 MULTI-USE PATH, 10' WIDTH i= 18 LANDSCAPING W LANDSCAPING N 18" BIKE LANE 0 0 0 0 �h I SEE CHANNELIZATION AND SIGNING PLAN DIRECTION OF TRAVEL 2'7 4 GRO 3 Concrete Bike Ramp Exit Plans Are Accepted For Public SCALE: NTS PROJECT NO: 17008 Street Construction By stamping and signing the improvement plans,the Registered DATE: 04/2020 Engineer ensures the District that the plans conform to all DESIGNED BY: AJE District policies and standards.Variances or waivers must be DRAWN BY: AJE specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not CHECKED BY: JGG relieve the Registered Engineer of these responsibilities. SHEET NO.: BY DATE: C L^. ADA COUNTY HIGHWAY DISTRICT 4 N O T E S 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND No.of PAVEMENT MARKING DETAILS. Sign 1 Sign 1 Sign 2 Sign 2 Sign 3 Sign 3 Total Area . LO Sign No. Sign Details Signs on Width(in) Height(in) Width(in) Height(in) Width(in) Height(in) (ft2) Post Type Notes 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS, WORDS, CROSSWALKS, Post No 7 T YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC, ALL ai co 00 65 rn REMAINING PAVEMENT MARKINGS SHALL BE PAINT. v, � - - cn 2 R4-7R,OM1-1 1 24 30 18 18 7.25 E-1 Co CZ N 3. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER OR �' 0 - 3 W2-6,D1-1(S Vanguard Ave) 1 36 36 18 9 10.1 E-1 D1-1 TO BE BLACK LETTERING,YELLOW BACKGROUND EDGE OF PAVEMENT AND TO THE CENTER OF THE PAVEMENT MARKING. 4 R4-7R,OM1-1 1 24 30 18 18 7.25 E-1 S 00 4. ALL ROADSIDE SIGNS SHALL BE INSTALLED ON (STEEL POST) TYPE E1 `l o 5 W2-6, D1-1(W Cobalt Dr) 1 36 36 18 9 10.1 E-1 D1-1 TO BE BLACK LETTERING,YELLOW BACKGROUND OR E2. C aS M L1J 5. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY CZ L�j U) W ACHD PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO Q ' Q ❑ o WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 0 1 �� ❑2 6. ALL STREET SIGN INSTALLATION SHALL BE PER ISPWC STANDARD 1 DRAWING SD-1130. Q 1 ° R4-7R, OM1-1 ~J D I , , R3 8 7. ALL SIGN SHEETING SHALL BE HIGH INTENSITY PRISMATIC MEETING THE ��++ CDr , > �� \ STA: 3+73.23, OFF: 33.2 L STA: 3+82.77, OFF: 0.0 R MINIMUM REFLECTIVITY REQUIREMENTS OF THE 2009 MUTCD. O O Z I STA: 2+30.73 ° R/WAR Q / 8. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR > 3 ° PCC STA: 3+24.02 R/W. ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. ��� Ix R/W r h a C� `� 9. NOMENCLATURES: �•J I ` STA: 3+26.26 AP: ANGLE POINT R/W 3 ► � �4k R6 ( $ 5 5 6 STA: 3+73.23 R/W PC: POINT OF CURVATURE I-�I U CD STA: 2+91.47 \ PT: POINT OF TANGENCY m N PC STA: 2+47.21 R65 M 3 R/W N ME: MATCH EXISTING \ R2-6, D1-1 (BLACK & YELLOW) PRC: POINT OF REVERSING CURVATURE • 411VI PCC STA: 3+25.82 R/W STA: 4+75, OFF: 33.3'L PCC: POINT OF COMPOUND CURVATURE Z 11' v v R550' \ C') ` PC STA: +95.99 R561'm PC STA: 2+89.55 2 11, 7 ® SIGN NUMBER - REFER TO TABLE ON THIS SHEET FOR SIGN SCHEDULE O 3 ,Q AND ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. Z ( 1 STA: 4+00 ° /W ME STA: 2+81.53 PC STA: 3+09.44 4 \ Z PCC STA: 3+32.65 R539' - STA: 4+00 ° �'j O STA: 3+55.77 v, W PCC STA: 3+56 �/I co _ O - PC STA: 3+1876 ' 13' 4 /c� iM�TA: 2+87.04 ( ► . - R345 2 R526' STA: 4+00 `R A `� Q - R100' R334' Q S 3 R515' STA: 4+00 � L E G E N D � Z Q '^ PC STA: 2+89.95 s W _ R/ R/W- STA: 4+00 O LLJ R ` 1 4 DOUBLE YELLOW w W ° PCC STA: 3+27.45 PCC STA: 3+61.60 R/W D4" SOLID YELLOW w REFER TO KM ENGINEERING'S \ ` � ,.jj J \�PAVEMENT MARKING PLANS O 8" SOLID WHITE Q 2 1A, \ z 4" WHITE Z W LU 0 20' 40' 4 (7' LINE-18' GAP) Co RoadwayPlan - S Wayfinder Ave . - Sta. 2+63 to Sta. 4+00 "_ - - - - - - - - _ O (2' WHITE 6'AGAP)INE Horizontal Scale 1" = 20' O6 RIGHT TURN ARROW SYMBOL, WHITE Z Q Q7 THRU/LEFT ROUNDABOUT TURN O ARROW SYMBOL, WHITE Z Q O N L I 8O "ONLY" WORD SYMBOL, WHITE Z ❑ I' R4-7R, OM1-1 `` ° C ) Cl) STA: 13+13.55, OFF: 5.11 R/W ° s 06 ° R ° R W�R/W�R/W R/W STA: 13+59.48 3 5' ' N ° ' -�` R987' R987 R998' J LU 2 Z 11' S ME STA: 13+98.51 Z STA: 13+00 111 6 i Q STA: 13+25.71 I _ STA: 13+06.13 13 14 ME STA: 13+98.96 15 w SWAYFINDERAV _ _ M _ W PT STA: 13+12.99 5 11 2 R118' N STA: 13+07.25 STA: 13+00 1 on - N 707,032.332 R613 PC STA: 13+88.34 E 2,444,814.598 STA: 13+25.60 m 5' ° ° �° ° STA 28+54.96, 0.00' RT TA: 13+65.34 PT STA: 13+14.25 S 3 ° L20 4 R R/W�R/W R2-6, D1-1 (BLACK & YELLOW) R/W ° ° R/W STA: 13+00.18, OFF: 23.0'R J�EL GROG Plans Are Accepted For Public ° c-� Street Construction PROJECT NO: 17008 o �� \ ° DATE: 04/2020 d By stamping and signing the improvement plans,the Registered ° Engineer ensures the District that the plans conform to all DESIGNED BY: AJE District policies and standards.Variances or waivers must be DRAWN BY: AJE o specifically and previously approved by the District in writing. CHECKED BY: JGG 0 20 40 Acceptance of the improvement plans by the District does not Roadway Plan S Wayfinder Ave . Sta. 13+00 to Sta. 14+01 relieve the Registered Engineer of these responsibilities. SHEET NO.: Horizontal Scale 1" = 20' BY YADA COUNTY HIGHWAY DISTRICTATE: C2.5 ACHD SIDEWALK EASEMENT SHEET LEGEND 73.19 SW 73.36 SW _ _ 73.39 SW - - - - - - - - - - - - - - - - - - - - - - -R - - - - - - _ ASS\ANAL fNC +92.26, 46.71'L - +21.42, 46.R4'L vv R _ _ - -+29.21, 44.24'L_R R R R R R - - / 73.11 SW - _ 75, -R " v p p R R �ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-D +88.68, 46.75'L �R v p v p 73.80 SW STA., OFFSET SIDE p v p v +00.01, 44.22'L v p 1 860 FINISHED GRADE SLOPE 5/22/20 �o � 72.84 v n ROUNDABOUT 1 '9� 9TF OF MA v W LIP OF GUTTER (SEE PROFILE, THIS SHEET) ' GRADE BREAK C. 0.56% 73.19 LIP/POC/GB CIVIL ACRONYMS C) 0 72.79 LIP/POC +00.01, 29.221 ' ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS o 0'56% o +33.19, 29.221 °' FOLLOWS: "' LIP GB 72.55 O 0 g4%o / ,� , STA. - ROADWAY STATION FROM CENTERLINE I +92.98, 29.731 72.75 LIP/PCC m CL - ROADWAY CENTERLINE I 72.47 LIP/PC +26.75, 29.291 ' r , PC - POINT OF CURVATURE +85.00, 30.01'L PT - POINT OF TANGENCY I O ci ELE. - ELEVATION N I o , L - STATION OFFSET LEFT Z N R - STATION OFFSET RIGHT W a �= TBC - TOP BACK OF CURB z , S. WAYFINDER AVE. Lu ' W RIM - RIM OF STRUCTURE cn 2 W �{ 73.70 FL LIP - LIP OF GUTTER z o V) I +89.77, 1.22'L Lo MA - MATCH EXISTING O o 0 73.66 FL ' (� SW - SIDEWALK N Z Z a a LID73.32 FL/PCC Lu +84.78, 1.22'L EP - EDGE OF PAVEMENT W Lu TOC - TOP WOF CONCRETE w LINE - g F 73.11 FL W HP - HIGH POINT 0 1u +87.31, 1.39'L _ _ - - 4 ui - � CR - CURB RETURN a - - POC - POINT ON CURVE 0 "' INT - INTERSECTION u o ' PRC - POINT OF REVERSE CURVE a > Lu I 73.56 FL/PT 73.67 FL W +64.89, 1.54'R +84.75, 1.28'R Z SHEET NOTES 73.41 FL/PC 73.70 FL ' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +33.96, 5.41'R +89.76, 1.28'R , J 73.28 FL/PT NOTES. +19.92, 8.43'R ROUNDABOUT = B. SEE SHEETS C2.0-C2.7 FOR ROUNDABOUT PLANS. o N 72.87 LIP/POC E LIP OF GUTTER Z +23.53, 28.40'R (SEE PROFILE, THIS SHEET) oo NC. SEE SHEET C3.1 FOR TYPICAL ROAD SECTION. o N N `= �o o ' D. SEE SHEET C3.4 FOR PAVEMENT MARKINGS AND SIGNAGE 0 72.91 LIP/POC rn `n 73 3 (if LIP POC GB PLAN. 73.08 FL +32.84, 28.16'R +00.01/27.6'R S +88.77, 10.53'R 73.13 FL/PC 73.03 LIP/PCC ' G E. SEE SHEET C3.5 FOR STREET LIGHT PLAN. +01.88, 10.09'R r, o +61.67, 27.41'R 0.55% • � 2+00 F. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS p'45% G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO \ � r 1 73.59 TOLERANCES WILL BE ALLOWED. p.45% +pp +90.01, 29.14'R H. ALL STATION AND OFFSET LABELING RELATED TO EACH c ,73.15 FL SPOT ELEVATIONS ARE REFERENCED TO THE ROAD p 72.73 LIP/PC +96.43, 28.29'R ALIGNMENT. +89.95, 28.42'R v 73.75 SW � +96.51, 37.08'R � o v v p o p V �' KEYNOTES ® Z Z w LN p p v p � � -R R R R R 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND O Q J R PAVEMENT PATCH PER ISPWC SD-303 AND ACHD - _J v R �R - - - - - - - - - - 73.68 SW - - - - � REQUIREMENTS. (n 0- O a R _ _ - - - 73.59 SW v 73.87 SW 4 v R �R - - - 73.49 SW +39.83, 45.91'R +61.62, 45.41'R (+96.59, 45.08 RQ W +14.24, 46.42'R EGQ Q Q �4 Jn�n Q Z Lu v Z 73.02 73.29 SW / � nl�n� ^ x MA joP +92.22, 45.36'R ( ACHD SIDEWALK EASEMENT W Q Q Q z OCL oc W Lu � Q S. WAYFI N DER AVE . PLAN AND PROFILE o 2 w 0 10 20 30 Z Lu o Plan Scale: 1" = 10' C Q z Q a 0 PROFILE SCALE PROFILE SCALE ?: Q �: ROUNDABOUT ROUNDABOUT O cn HORIZ: 1" = 30' HORIZ: 1" = 30' � � W LIP OF GUTTER VERT: 1" = 3' E LIP OF GUTTER VERT: 1" = 3' 2583 2583 2583 2583 o O cV O O O O N O + N 2580 + + II 2580 2580 + II 2580 II II U II Qr7 ~ N � o N v cn �j N � YQ V � nj Y � QLo ,mv Y � N LiiN Q � Lo Ld W N � N N Lo Lo Lo m w N w Co II Z 2577 m o II 2577 2577 00 II m II 2577 aw Q � caw � � � w "w DRAWING STATUS: w 0w � w c9w o FINISHED GROUND APPROVED FOR w 2574 FINISHED GRo ND CONSTRUCTION 0.56% .55% a - 0.45% 0 N 2571 0.94% 1 EXISTING GR UND 2571 2571 EXISTING ROUND 2571 1cm 3 w z z Y Z EXISTING GROUND CENTERLINE ENGINEERS.EXISTING GROUND CENTERLINE SURVEYORS.PLANNERS 3 2568 FINISH GROUND CENTERLINE 2568 2568 FINISH GROUND CENTERLINE 2568 9233 WEST STATE STREET o BOISE,IDAHO 83714 'a PHONE(208)639-6939 a o co ^ ^ N 04 Lo o o FAX(208)639-6930 N N r7 N N 0 Lo L L 0 Lo 0 0 0 0 Lo � DESIGN BY: LCK N N N N N N N N N N N N N N DRAWN BY: SRM/LCK g CHECKED BY: LCK a 0 0+90 1+20 1+50 1+80 2+10 2+40 0+90 1+20 1+50 1+80 2+10 2+40 DATE: APRIL 2020 PROJECT: 19-172 SHEET NO. s V N d SHEET LEGEND F,SS\pNAL fNC 10--�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �\CENSE-40 STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J, 5/2=0 0 2' ACHD 78' ACHD RIGHT-OF-WAY SIDEWALK EASEMENT ACHD GRADE BREAK 0F SIDEWALK EASEMENT C�,�,��jV C. K\NSF. 1.0' LANDING, TYP. 47' TBC-TBC 1.0' LANDING, TYP. 73.75 POC 3:1 MAX. 5 8' 23.5' TBC-CL 23.5' CL-TBC 8' 8' 3:1 MAX. +25.00, 31.22'L 2.00% L 1.75% 2.00% 2.00% 2.00% 1.75% L CIVIL ACRONYMS EXISTING TYP. --� �-- --� �- EXISTING TYP. 0 0 73.92 CL/POC ///\/ / ///\//\//\//\ \//\//\//\/ / / ///\// � +25.00, 0.00' 74.09 PCC _ - - - - - - - \ \\�\\�\\/ /\\l\\l\\l\\l\\ \\\\\\/\\/\\/\\ \/\\/\\�\\�\\. - _ _ _ a o ^' - - - - - - �� e +84.71, 31.48'L j \\\\\\/�/�/�/�/�/�/�/�/�/ \ \ \ \ \\�\\�\\�\\�\\�\\\\\ \\\\ ��\/� - - FOLLOWS:ES ARE TO TOP BACK OF CURB UNLESS NOTEDJAS o v Ln o 0 2 / 5' WIDE DETACHED \�/\\/�\/�\/�\/ \/\/\/ / / / / / / / / / / / / / / / / / / / / /�/�/\\/\\/\\/\\ 5 WIDE DETACHED s"so - o ! o / CONCRETE SIDEWALK PER ���I.,`1\\//\\////\\//\\/\\\/\\/\\/\\/\\/\\/�\\/�\\/�\\/�\\/�\\/�\\\\/ ///////\//\\//\\/\\/\\/\\/\\/\\/\\ \//\\\\\\/�\\�/�/ CONCRETE SIDEWALK PER V� �> _ �`V ACHD SUPPLEMENTAL � �//////\//\//\�//\�//\�//IZ11///\�//\�//\�////\\/\/ / //\�\\�/\\�/\\�/\\�/\\�/\\T\\�/ //,,/i,/ ACHD SUPPLEMENTAL STA. - ROADWAY STATION FROM CENTERLINE rn �`� / 4 0 / STANDARD DRAWING \'\\\\\��/�/i�/��//�//j//j�/j�/j�/j�///j / //\�//\j//\i�/ �' CL - ROADWAY CENTERLINE /�/� �� STANDARD DRAWING PC - POINT OF CURVATURE rn -s 1 / 74.64 CL/POC SD-709, SHEET C3.10 3.5" ASPHALT PAVEMENT (SP-3, SD-709, SHEET C3.10 PT - POINT OF TANGENCY +50.00, 0.00' 0.50 INCH (1/2") MIX, PG-64-28) ELE. - ELEVATION \� 6" VERTICAL CURB & GUTTER 6" VERTICAL CURB & GUTTER N Lon ' o / 74.62 PT PER ACHD SUPPLEMENTAL STANDARD 6" OF J" MINUS CRUSHED GRAVEL PER ACHD SUPPLEMENTAL STANDARD L - STATION OFFSET LEFT a T ^ CO I +60.74, 26.70'L DRAWING SD-701, SHEET C3.10. DRAWING SD-701, SHEET C3.10. R - STATION OFFSET RIGHT a 1 l J �r� FULL SUBGRADE SECTION TO 16" OF 6" MINUS PIT RUN MATERIAL FULL SUBGRADE SECTION TO TBC - TOP BACK OF CURB w W rn = o `'� o EXTEND 6" BEHIND BACK OF CURB RIM - RIM OF STRUCTURE vn _ 74.93 PC COMPACTED SUBGRADE EXTEND 6" BEHIND BACK OF CURB Lu LIP - LIP OF GUTTER z \ MA - MATCH EXISTING O o 0 rn � 5+0p \ +02.74, 23.50'L SW - SIDEWALK N � a r p W S. WAYFINDER AVE. ROAD SECTION EP - EDGE OF PAVEMENT > o ,> FL - FLOW LINE w ~ w g l 1 1 0 SCALE: 1 =10 TOC - TOP OF CONCRETE g F W rn cv N 75.17 PT HP - HIGH POINT z w \ \ O +43.52, 23.50L CR - CURB RETURN a V) \ POC - POINT ON CURVE o `^ \ 75.18 CL/PT INT - INTERSECTION u o 2 o +43.52, 0.00' PRC - POINT OF REVERSE CURVE a > Lu 73.80 POC o - - - - o \ ACHD SIDEWALK EASEMENT SHEET NOTES +25.00, 28.89'R \ A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD / 73.75 74.15 PCC S (� NOTES. +17.87, 28.93'R +85.05, 28.48'R 9�',c� 2 73.24 FL 74.16 CL/PCC �OFR,91/ B. SEE SHEETS C2.0-C2.7 FOR ROUNDABOUT PLANS. z N +11.43, 28.18'R +66.95, 0.00' / �N F, �1. \ C. SEE SHEET C3.1 FOR TYPICAL ROAD SECTION. 73.84 SW 74.57 POC / 75.62 PC/GB / 1+11.50, 36.97'R +50.84, 26.58'R N+22.47, 23.50'L h D. SEE SHEET C3.4 FOR PAVEMENT MARKINGS AND SIGNAGE / \ O � ca• 76.26 POC PLAN. \ ry +50.00, 23.50'L E. SEE SHEET C3.5 FOR STREET LIGHT PLAN. / 75.22 PT' 4 76.27 CL/POC +53.15, 23.50'R \ F. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS \ 1 +50.00, 0.00' I ^ V ' G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO \ OS0 - - - - - TOLERANCES WILL BE ALLOWED. 3rTA\ H. ALL STATION AND OFFSET LABELING RELATED TO EACH ACHD SIDEWALK EASEMENT \o u SPOT ELEVATIONS ARE REFERENCED TO THE ROAD \ > -0- s ALIGNMENT. 75.63 CL/PC/GB Z +22.47, 0.00' \ -,Arm 75.62 PC/GB +22.47, 23.50'R o _ _ _ KEYNOTES ® Ln Z z z \ n 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O Q J SUPPLEMENTAL STANDARD DRAWING SD-701. - _J 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. a- O 76.26 POC- - W Q 5 +50.00, 23.50'R M L u z W - Q N oo \ � J > J Qz 0CL S. WAYFINDER AVE . PLAN AND PROFILE Q � W � - a- > 0 30 60 90 0 3 6 9 W 0 C Q G Of Plan/Profile Scale: 1" =30' Profile Vertical Scale: 1" = 3' z W Lu QLu z Q 0 a a 2586 2586 0 N 2583 2583 I Ln Ln N X 2580 2580 N U J Z Lil O Z DRAWING STATUS: 0 2577 2577 APPROVED FOR Z FINISHED GROUND 0. 0%w - CONSTRUCTION - - a - - a 2574 0.58% 2574 0 EXISTING GROUND N N 3 w z z Z 2571 2571 u ENGINEERS.SURVEYORS.PLANNERS 3 0 V) 9233 WEST STATE STREET o - BOISE,IDAHO 83714 3 N PHONE(208)639-6939 a EXISTING GROUND CENTERLINE FAX(208)639-6930 2568 FINISH GROUND CENTERLINE 2568 DESIGN BY: LCK DRAWN BY: SRM/LCK z r O c0 M 00 LO M O r 0 N r N r N r N 3 O1 r 00 O (0 N O) r `O 0) Op N °1 ri c0 r It 0) o (O N m r7 �n CHECKED BY: LCK _O r � r r r r r r r r LO r r r r r L0 r U) r DATE: APRIL 2020 ~ N N (VLO N Cq N � N N LO N N L N LO N L N u N d N 0 N d N � N LO N N N N (V N N N N N N (V N N N N N N N PROJECT: 19-172 SHEET NO. 4+00 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 C3. 1 SHEET LEGEND F,SS\pNAL fNC 10--�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-D STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 J, 5/2=0 0 OF GRADE BREAK ti� CIVIL ACRONYMS o 0 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS o FOLLOWS: v "' STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT a R - STATION OFFSET RIGHT a ACHD SIDEWALK EASEMENT 78.49 PC TBC - TOP BACK OF CURB w ul . �� Oo +15.56, 23.50'L RIM - RIM OF STRUCTURE cn 2 � 76.76 POC 77.26 PC 77.76 77.98 GB 0 LIP - LIP OF GUTTER z 0 V) MA - MATCH EXISTING O o 0 M. +50.00, 23.50'L +50.00, 23.50'L +95.00, 23.50'L SW - SIDEWALK N Z Z r 76.93 PT 77.27 CL 77.77 CL 78.00 CL/GB 79.54 POC o EP - EDGE OF PAVEMENT Lu 2 +84.29, 23.50'L +50.00, 0.00' +50.00, 0.00' +95.00, 0.00' +57.33, 24.30'L - FL - FLOW LINE � W - _ - - _ - _ - _ - - - - -ti° TOC - TOP OF CONCRETE g 2 °y ti ° HP _ HIGH POINT 0 W i s"so m CR CURB RETURN Z a V) POC - POINT ON CURVE 0 Az -:Z� At O'SOq rn INT - INTERSECTION u SQ ~ oo�I 1 ' ^� PRC - POINT OF REVERSE CURVE a Lu G-j, N I 0.50% S. WAYFINDER AVE. a0.50% I l J SHEET NOTES � I - � A SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD rn NOTES 1 0 0 o 0 1 r N g oN ' B. SEE SHEETS C2.0-C2.7 FOR ROUNDABOUT PLANS. z N 1 /-� z l , rn C. SEE SHEET C3.1 FOR TYPICAL ROAD SECTION. 2 w D. SEE SHEET C3.4 FOR PAVEMENT MARKINGS AND SIGNAGE \ \ ° ° W PLAN. o - - E. SEE SHEET C3.5 FOR STREET LIGHT PLAN. 0 76.77 CL/POC 76.94 CL/PT 77.26 PC v - - - 77.76 - - - - - - - - C\jm 77.98 GB 79.19 PC 80.03 POC rn +50.00, 0.00' +84.29, 0.00' +50.00, 23.50'R +50.00, 23.50'R +95.00, 23.50'R +79.59, 22.48'R cD F. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS 76.76 POC 76.93 PT of +44.02, 23.50'R +50.00, 23.50'R +84.29, 23.50'R ~ of I I G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ACHD SIDEWALK EASEMENT � TOLERANCES WILL BE ALLOWED. b .0 Oo H. ALL STATION AND OFFSET LABELING RELATED TO EACH LO o I _ _ I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD o ALIGNMENT. KEYNOTES z zw 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O Q J SUPPLEMENTAL STANDARD DRAWING SD-701. _J M S. WAYFINDER AVE . PLAN AND PROFILE 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER � � O ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. W � � � Z 0 0 30 60 90 0 3 6 9 = Lu z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Lu Q Q . M Lu z Lu - Q > z 0CL Q oc > Lu � Q oc w 2589 2589 � w Q z Q 0 a o Q 2586 L2 2586 u1i O N II 00 2583 Y LO 2583 m w ° � E 0w 0 2580 46% 2580 m N N M U a Z FINISHED GROUND Z DRAWING STATUS: 2577 2577 APPROVED FOR Z EXISTING GROUND CONSTRUCTION 0 0 0 2574 2574 r a 0 o N N N N 3 EXISTING GROUND CENTERLINE z 2571 FINISH GROUND CENTERLINE 2571 Y Z u ENGINEERS.SURVEYORS.PLANNERS g 3o} N C14r N O r N r O (0 00N N r It N LO r r (j Op N r7 O� (0 00 0) co N cmC° co �° cfl �° (0 cfl co co � o0 ao � 06 O 9233 WEST STATE STREE T r r r r r r r r °' r LO r r r r r n r r ul r r r 00 BOISE,IDAHO 83714 ,n N n n LOLO NU-) � N N3 N N N N N N N N N N N N N N N N N N N N N N N NN PHONE(208)639-6939 a FAX(208)639-6930 0 DESIGN BY: LCK 9+00 9+30 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 DRAWN BY: SRM/LCK g CHECKED BY: LCK a o DATE: APRIL 2020 PROJECT: 19-172 SHEET NO. s V N d �Q I 82.45 SW � SHEET LEGEND 82.41 SW I +56.78, 47.98'L _ +53.41, 47.521L -I - - - - - -R R/W R F�SS\O ENSfHc�'y ACHD SIDEWALK EASEMENT - 82.07 SW -;o R R R ° �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �•�� fp 80.78 SW +43.76, 44.25'L- � a 82.39 SW 82.53 SW 82.8t MA' STA., OFFSET SIDE 38.44'L ° +80.86, 39.09'L +94.76, 49.58'L 1.50% FINISHED GRADE SLOPE 860 - - - - - - -R R 81.84 FL 81.98 FL - -R =R �R +67.13, 32.95'L +81.12, 33.60'L 4 ° '9���91F/20F2 ONZ �Q ° II a ° 82.6t MA-- --�� GRADE BREAK ��/N C. ° 82.26 - +61.1 1, 33.17'L - --- +98.51, 34.90'L ROUNDABOUT W LIP 0 GUTTER o CIVIL ACRONYMS w o o ' (SEE PROFILE, IS SHEET) o N 1.00% ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS Q N N 82.18 LIP/AP VI 2FOLLOWS: 81.78 LIP/AP/GB 82 52 +98.22, 32.89'L270% +58.34, 31.04'L +87.09, 34.37'L STA. - ROADWAY STATION FROM CENTERLINE 81.31 LIP 81.53 LIP I CL - ROADWAY CENTERLINE 1 PC - POINT OF CURVATURE +41.19, 2 8.8 2 L +49,02, 29.80'L 82.46 FL 83.0t MA PT - POINT OF TANGENCY N +87.88, 17.22'L +99.29, 1jMA ' o - ELE. - ELEVATION 80.17 LIP/PT � 82.23 FL 82.39 FL L - STATION OFFSET LEFT a ^ +99.18, 24.70'L o +68.00, 14.23'L a l J ' 80.73 FL/PCC S.WAYFINDER 82.16 FL +81.92, 16.32'L R - STATION OFFSET RIGHT AVE oo TBC - TOP BACK OF CURB w W 6, RIM - RIM OF STRUCTURE cn +06.55, 4.86'L +62.03, 13.38'L 83. 2 Lu80.67 FL/PCC +99.14, LIP - LIP H GUTTER z MA - MATCH EXISTING 0 e o SW - SIDEWALK NZ Z +08.84, 7.42'L W o a ' - EDGE OF PAVEMENT EP >w z FL - FLOW LINE - rn 81.69 FL/PT 82.59 FL 2 TOC - TOP OF CONCRETE 2 F ' +88.26, 9.16'L HP - HIGH POINT o w +42.51, 3.88'L 82.30 FL CR CURB RETURN a +68.34, 6.87'L 82.50 FL POC - POINT ON CURVE o W 82.14 FL/GB \ 82.21 FL +82.28, 8.47'L INT - INTERSECTION u 0 13+00 +57.88, 5.66'L +62.37, 6.18'L 14+�00 PRC - POINT OF REVERSE CURVE a > m - - - - I- - - - - Lu Lu m ' 80.76 FL/PCC N 81.78 LIP/AP/GB 82.53 SHEET NOTES +08.98, 2.43'L o +59.95, 12.22'R +89.15, 9.72'R +Ob A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ' 81.49 LIP � 81.99 FL NOTES. +50.01, 13.37'R +83.15, 10.14'R 81.26 LIP 1-� B. SEE SHEETS C2.0-C2.7 FOR ROUNDABOUT PLANS. z N m ' +42.07, 14.29'R 82.19 LIP/AP C. SEE SHEET C3.1 FOR TYPICAL ROAD SECTION. ' 80.36 LIP/PT/GB 2 91% +99.85, 6.03'R D. SEE SHEET C3.4 FOR PAVEMENT MARKINGS AND SIGNAGE ^ +11.20, 17.84'R �_ l , 82.26 p 82.7f�MA PLAN. 1+00 2.35% +00.01, 8.03'R w ' +63.46, 13.70'R I � E. SEE SHEET C3.5 FOR STREET LIGHT PLAN. N4 81.85 FL 82.54 SW F. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS +69.31, 12.29'R +83.99, 15.58'R ROUNDABOUT 82.40 SW G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ' E LIP OF GUTTER ° +70.16, 17.72'R R - TOLERANCES WILL BE ALLOWED. (SEE PROFILE, THIS SHEET) ° a 80.09 LIP/POC p ° -R 82.9t MA H. ALL STATION AND OFFSET LABELING RELATED TO EACH +00.00, 18.96'R 4 ° R R- - - - - - +00.24, 23.18'R SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 82.52 SW ALIGNMENT. 1 R -R - I+68.54, 28.09'R ° R 81.41 SW- cmi R _ - - - - - -+48.82, 31.63'R KEYNOTES -R _ _ - - 82.42 SW z z _ - - - - - +58.76, 30.48'R r, 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND O Q J 80.12 SW PAVEMENT PATCH PER ISPWC SD-303 AND ACHD - _J +05.05, 36.56'R ACHD SIDEWALK EASEMENT `� REQUIREMENTS. (n CL O i w 0 H a- X = W z W Q Q W w z S. WAYFINDER AVE . PLAN AND PROFILE - > z oCL 0 10 20 30 Q Q Lu Plan Scale: 1" = 10' � Q W 0 c G � z - o Qz PROFILE SCALE PROFILE SCALE ROUNDABOUT ROUNDABOUT Q Q W LIP OF GUTTER HORIZ: 1 = 30 HORIZ: 1 = 30 p VERT: 1" = 3' E LIP OF GUTTER VERT: 1" = 3' Q 2592 2592 2592 2592 0 N IC! o 00 + o + L N 2589 + II 2589 2589 Ln + II 2589 o II a00 o II Qrn o Hop N 0 + H00 U) 7 + (nr*'� Y00 + (nr-_ Y00 II Q00 � N II Y00 W (may N m II Q�p WN m W IIm � � m II o2586 V) 7 II 0 2586 2586 > 2586 a N QLU � Q � CD W Y � WN Q � C7 CR W W N J of J d m (DW 0' N m CAW o W II m II Q II Z w w DRAWING STATUS: 2583 2583 2583 " W 2583 APPROVED FOR 1-II % 1. 0% z CONSTRUCTION w a a / FINISHED GROUND 2580 FINISHED GROUND 2580 2580 1 2580 a / I EXISTING GROUND 2 367 � N � N ' I 3 w Y 2577 2577 2577 2577 Z 3 EXISTING GROUND ENGINEERS.SURVEYORS.PLANNERS 9233 WEST STATE STREET EXISTING GROUND CENTERLINE BOISE,IDAHO 83714 'a EXISTING GROUND CENTERLINE PHONE(208)639-6939 FINISH GROUND CENTERLINE Q 2574 2574 2574 FINISH GROUND CENTERLINE 2574 FAX(208)639-6930 DESIGN BY: LCK ti rn N L rn 00 ,� 00 co rn DRAWN BY: SRM/LCK 3 r 00 Fo 0000 Fo r- 00 00 oo CHECKED BY: LCK to 00 o N N Lo N N N N N N N N N N DATE: APRIL 2020 PROJECT: 19-172 SHEET NO. 0+90 1+20 1+50 1+80 2+10 2+40 0+90 1+20 1+50 1+80 2+10 2+40 0 V N d SHEET NOTES A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR �Sg\ONAL fNc/ ADDITIONAL STRIPING AND SIGNAGE INFORMATION. �aF \CENSE-D B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 860 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 5/22/20 MARKINGS. `!'� �o Q KEYNOTES ® � C. 1. 8-INCH WIDE SOLID WHITE LINE ACHD STANDARD DRAWING TS-1112, STRIPING DETAIL #15. 0 0 2. 4-INCH WIDE TWO-WAY LEFT TURN YELLOW LINES PER Q o N ACHD STANDARD DRAWING TS-1112, STRIPING DETAIL #9. o v IN 3. BIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD STANDARD DRAWING TS-1113. 4. INSTALL "NO PARKING BIKE LANE" R7-9 SIGN (12"x18") PER MUTCD. N 5. INSTALL "SPEED LIMIT 25" R2-1 SIGN (24"x30") PER N MUTCD. z a w Lu 6. INSTALL "BIKE LANE" R3-17 SIGN (24"x18") PER MUTCD. z 2 � O o 0 cn z z a a I I I w WLu I I o W I \ z "' I I a I I Qo I ILu I m I oo 1�X� / / I 6 1 I 00 Ln m z 3 z z Q J 0 A STA:5+26.44 3 1 O OFF:32.36'L UJ �a _ 0 5 / z 1 —— ® I— Q 4 10 0 W O z � — o � � z N — 3 ® = Lu v : - _ �- / L u Q C cn Z �� o ��• 4+00 5+ 0 — Gl D - OO 2 STA:12+06.84 LJ..I ^ � Q c 0 1 3k0 ' \ �s / OFF:25.03'R > z O D ` 3 2 \�� OO �f 4 Q Z L u 0 DC z ; — Q 0 z s � 0 Q W oer Q Lu �oP O0 Q -\oe� STA:8+70.79 1 / a- OFF:25.33'L 4 qLF 1 g 0. 3 � M X N 3 N M 2 U a z 0 r a z z w u 0 STA:8+35.66 a OFF:25.23'R 4 DRAWING STATUS: w z w APPROVED FOR CONSTRUCTION 0 D a d 0 N N d z Y z 2 U 3 0 T F ENGINEERS.SURVEYORS.PLANNERS LD 0 40 80 120 9233 WEST STATE STREET a Plan Scale: 1 =40 BOISE,IDAHO 83714 0 Z PHONE(208)639-6939 z FAX(208)639-6930 DESIGN BY: LCK ti DRAWN BY: SRM/LCK g CHECKED BY: LCK a 0 DATE: APRIL 2020 PROJECT: 19-172 SHEET NO. u s V N .4 CITY OF MERIDIAN STREET LIGHT NOTES SHEET NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH SSAL fNG LEGEND ACCORDANCE WITH THE CURRENT VERSION OF THE CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION �a� ENS 40 /y ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY THE ISPWC, AND THE NATIONAL ELECTRIC CODE. CONFLICTS EXIST. 0­0 EXISTING STREET LIGHT 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE 6860 B. THE MAXIMUM SPACING FOR TYPE I FIXTURES ALONG OPENED PRIOR TO STARTING WORK. USE THE ONLINE n 5/22120 ROADS 45-64 FT IS 220'. �o Q INSTALL TYPE 1 STREET LIGHT POLE WITH CITIZEN PORTAL y 9T P v o- LUMINAIRE IN ACCORDANCE WITH THE CITY OF AThttps://citizenportal.meridiancity.org/CitizenAccess/ C. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE �y F OF TO OPEN A PERMIT AND REQUEST INSPECTIONS. CITY OF MERIDIAN. ��/�/ C. K\N MERIDIAN, DEPARTMENT OF PUBLIC WORKS 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE IMPROVEMENT STANDARDS FOR STREET CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND D. SERVICE — ALL STREET LIGHTS SHALL HAVE LIGHTING, AND THE MOST CURRENT CITY OF FOR THE POLE AND ASSOCIATED WIRING. UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. o 0 DRAWINGS TO THE ISPWC. TYPE 1 STREET 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE Lu o N TRESS, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL o N N LIGHT POLES SHALL BE ROUND STEEL FROM WATER METERS. UTILITY AND PAVEMENT CROSSINGS. v Ln POWDER—COATED BLACK PER THE CITY OF 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX MERIDIAN SUPPLEMENTAL SPECIFICATIONS LOCATIONS. ATTACH A REDEFINED AS BUILT DRAWING OF E. METERING — CONTRACTOR SHALL COORDINATE METER DRAWING T1 . CONTRACTOR SHALL COORDINATE THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. NOMINAL MOUNTING HEIGHT AND MAST ARM PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN WHERE A METERED SYSTEM IS REQUIRED, NEW LENGTH WITH CITY PRIOR TO INSTALLATION. PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. FINAL INSPECTION. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH LUMINAIRES SHALL BE LED FIXTURES THAT ARE a ON THE APPROVED FIXTURE LIST SEE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE z COORDINATOR (208) 898-5500 FOR QUESTIONS ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY W APPROVED LED FIXTURE LIST FOR STREET REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL cn 2 � LIGHTING), OR HAVE BEEN PRE—APPROVED IN METER PEDESTALS. ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS z o Lu WHEN THE ADJACENT PROPERTY IS DEVELOPED. 0 u o WRITING BY THE CITY'S TRANSPORTATION AND �,, a a UTILITY COORDINATOR. > W o = w uj G J H W Z W a V) Lu o a � I m z 54216C 54217C e / 6e q Ln m Q� z z 6"PI--6 PI „Q\� w O c' 6 P 54211C 6 P'� ® 54215C _ �u z 54212C ® / Lu Q Q W • 'moo Lu - - 7 Qz O (D s 54218C w p w W W S Q � ♦ 54222C ® 54221C Cl? g \ 8S \s. �� / ♦ \e's 6 „�/ Q Q q/� \ ro L roe 8s 54213C 54214C�Q\ OO \ e A� 1/ 6P 8S 6"PI °' �5 N6Q\� 54220C es a S 8 S $„S , M / — — — 54219C a z O °' z u u O DRAWING STATUS: z APPROVED FOR CONSTRUCTION r D a d 0 N N d z Y 0 40 80 120 z g Plan Scale: 1" =40' 0 T F ENGINEERS.SURVEYORS.PLANNERS 9233 WEST STATE STREET z BOISE,IDAHO 83714 PHONE(208)639-6939 z FAX(208)639-6930 DESIGN BY: LCK ti DRAWN BY: SRM/LCK g CHECKED BY: LCK a o DATE: APRIL 2020 PROJECT: 19-172 SHEET NO. s V N .5 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY ��Sg\ONAL fNc/ TABLE 1 - GROUNDWATER NOTES. \CENSF10 y 3 MONITORING WELLS B. SEE SHEETS C4.1 FOR STORM WATER DETAILS. WELL # EXISTING GROUND GROUND WATER C. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON 860 3 ELEVATION ELEVATION 5/22/20 HD STORM SHEET C4.0. A DESIGN INFILTRATION RATE OF 6 INCHES Jx 20 Q DRAIN C EASEMENT TP-1 2573.5 2564.5 PER HOUR IS USED FOR THE DRAIN TIME. CONTRACTOR '9� 9TF OF \OP v SHALL HAVE A PERCOLATION TEST PERFORMED BY THE 3 GEOTECHNICAL ENGINEER AND VERIFIED BY THE ACHD �/�/ C. K\N� 10, INSPECTOR AFTER THE SEEPAGE BED IS FULLY 43.6' 18" ADS N-12 HIP I 2 TP-2 2576.7 2563.1 EXCAVATED. CONTRACTOR SHALL NOTIFY ENGINEER C� 0.00% IMMEDIATELY, IF GROUND WATER IS ENCOUNTERED INLET #3 AND/OR THE INFILTRATION RATE IS LESS THAN 2 INCHES o 0 SDMH #2 ACHD SD-601, TYPE I PER HOUR, TO VERIFY IF A REDESIGN IS REQUIRED TO � 48"0 SDMH FLAT TOP I a � RIM:2577.47 a o N MEET ACHD REQUIREMENTS RIM:2578.01 SUMP:2573.47 TP-3 2574.4 2566.4 . FOR ADDITIONAL SOILS o SUMP:2572.61 INV OUT:2574.47 12" W INFORMATION REFER TO THE GEOTECHNICAL REPORT INV IN:2574.36 12" (E) Q25=0.24cfs ( ) PREPARED BY MTI, DATED AUGUST 7, 2019. INV OUT:2573.61 18" (N) Q100=0.34cfs D. PROVIDE WATER-TIGHT SEALS AT PIPING 43.0' 12" ADS N-12 HP ENTRANCES/EXITS FOR SAND AND GREASE TRAP AND 6.0' 12" ADS N-12 HP ® 0 22 CATCH BASINS. y; ® 0.22% E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE N z INLET #4All" COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF a ACHD SD-601, TYPE I S' e"w a'w-� z RIM:2577.47 ROW OR WHERE COVER IS GREATER THAN 2 FEET THE u, W SUMP:2573.37 STORM PIPE SHALL BE ADS N-12 HP PIPE OR v1 2 INV IN:2574.37 12" (E) a APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN z 2 V) INV OUT:2574.37 12" (W) LESS THAN 5-FEET OF SEPARATION BETWEEN 0_ B a STRUCTURES. cn Q25=0.24cfs a Lu Q 100=0.33cfs w F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC Co STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. 2 F STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC o w RATED LIDS UNLESS OTHERWISE SPECIFIED. 3 cn Co G. THE CONTRACTOR SHALL COMPLY WITH ALL THE u o REQUIREMENTS FOR STORM WATER DISCHARGE a > Lu ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP 3 PLAN PREPARED FOR THIS SITE, REGULAR SITE Co INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE N SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN °' THE NPDES GENERAL PERMIT. 3 H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN z 00 ENGINEER AND ACHD. 00 I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN 3 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER 00 PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH SECTION 8018 OF THE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. 00 J. THERE ARE NO PROPOSED UTILITY CROSSINGS AT THE SEEPAGE BED LOCATIONS. IF SAID CROSSINGS ARE DETERMINED NECESSARY DURING CONSTRUCTION, kn CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY OF MERIDIAN, ACHD, AND PROJECT ENGINEER PRIOR TO INSTALLING SLEEVING. SLEEVING SHALL MEET THE 3 REQUIREMENTS OF ACHD AND THE CITY OF MERIDIAN. a 00 kn KEYNOTES z cn `O s 1. SB #1 SEE DETAIL ON SHEET C4.1 O z (1071 x 14.0'W x 3.3'D) - Q � J 2. SB #2 SEE DETAIL ON SHEET C4.1 z (361 x 14.0'W x 4.3'D) UJI O ro� 3. INSTALL GROUND WATER OBSERVATION WELL PER ACHD x = z SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION uj Q 00 BED 5' FROM THE END AND OUTSIDE OF BED A MINIMUM LJ..I OF 50' FROM THE PERIMETER OF THE BED. L . M/ > N W 0 /6P\ A 0 � Q O w o 691 s Q INLET #2 6„P $Is m .,t ACHD SD-601, TYPE I / z L u - SDMH #1 RIM:2573.90 /6'p as 2 48"0 SDMH FLAT TOP SUMP:2569.79 6 P a s/ 10 0 40 80 120 RIM:2574.54 INV IN:2570.79 12" (SE) SUMP:2568.01 INV OUT:2570.79 12" (NW) es Plan Scale: 1" =40' Q INV IN:2570.76 12" (SE) Q25=0.57cfs s� VE, �� O INV OUT:2570.01 18" (SW) QY00=0.80cfs /8 AyF1NpER A as S•W "w� � (n 12.5' 12" ADS N-12 HP ® 0.22% a•s /8'w 116.1' 18" ADS N-12 HIP es $� ® 0.00% 6 �, // 6S�tP 12N 4- ACHD STORM DRAIN EASEMENT GO .� N / #` 55.0'M12" ADS N-12 HP z re` `� ® 0.22% a 3 CO / INLET #1 E ACHD SD-601, TYPE I DRAWING STATUS: 5; A\ RIM:2573.91 o �� SUMP:2569.91 APPROVED FOR 10 INV OUT:2570.91 12" (NW) Z Q25=0.60cfs Q100=0.84cfs CONSTRUCTION 0 d o .a` a 10 0 3 o ` N O N N aQ` co a z � N Yb p Z 8 a 8'S a ENGINEERS.SURVEYORS.PLANNERS 5•G� �g i S a 9233 WEST STATE STREET o c BOISE,IDAHO 83714 s PHONE(208)639-6939 a / 7 s FAX(208)639-6930 �5 G\ DESIGN BY: LCK .a 3 O DRAWN BY: SRM/LCK Z a w CHECKED BY: LCK o DATE: APRIL 2020 0 a PROJECT: 19-172 S Vq / Q Wa SHEET NO. o wqy l 11 o C4.0 SS�MAAL fNC a�F' �\C ENS F� /yam B LEGEND 5 Q WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 860 r - - - - - - - - - - - - - - - - - - - - - - , 36 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 2B" 3 FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) n 5/22/20 0 1 6 1 2 O I E SHALL BE PLACED ON OUTSIDE P HOLES L SLOTS 3" ON CENTER � OF PVC PE, MINIMUM 18 GAUGE, INSULATED, SINGLE- T TRACER WIRE 0�9TF OF \p2;�. 1 CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS I ° s ib%� N C. K �1 A __a I___ ,` '- I-III=11H1 _ -_ -_ ;. '-� � PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" -- - ---------------- A - _ _ =11�111=11 o Q o ------ a�P� i � NOTCH -II�III=III II- =11� _°o. _°o!_ o_ o..> a_: PIPE. DRILLED WELLS MAY USE 4" PIPE 2"x2° IIII=11 III ° O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK ' III III III-III o° A A IIII-1I III III = �E Q III=III II-11 3 e. AP POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY w o 0 ---- >° '------ ------ - `� `' ___ --------- 2 A Q O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. Q o N 4 -+ USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES o N O3 NOTES: 5 PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR L - - - - - - - - - - - - - - - - - - - - - - j -1 STORM DRAINAGE FACILITIES N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS PLAN VIEW Q 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD s 1 1 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION Z N.T.S. 1 5 w Q _ 0 W Z SECTION C T I O N B-B zLu 18„ o o _ O U Q =11 I-III-111=1 I I I-I -I -I I-I N.T.S. Lu N Z Z III-1 I-III-I -I _ =1 I-III-III 1= If;, I�IIIIII s IIIIII III, B O b° a H 00 w _ TOP VIEW o uj F - g N.T.S. w -1e1 IIII D L Lu 4 8 =11 IIII 3 Lu w w 8" RADIUS UP TO INLET CATCH w = Q OUTLET BASIN, SEE ROLLED CURB SD-702. FLOV tj o BAFFLE WALL HAND FORM RADIUS AT 18 4 w 6 SECTION CONCRETE COLLAR U Lu ELEV B FLU INLET CATCH BASIN TO FIT I 2' 3 Df Q ELEV A 5 1/2° 4" N.T.S. L,, 4 51 ELEV D 4 w 4 0 0 INLET BAFFLE WALL 4 4 ELEV C 20" ST 2' LIP D 2" n 6 J 7 0.2% MIN SECTION A-A Of Q SLOPE N.T.S. LEGEND NOTES 0ADJOINING TOP OF CURB. o CATCH 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY OUTLET. AREA LEGEND: PAVEMENT SURFACE. 2 1 MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) ®STANDARD GRATE AND GRATE FRAME, z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) SEE SD-609 OR SD-610A. 3 STANDARD ROLLED CURB AND GUTTER. 8 1'-2" 6" SECTION H 1-FT USE GRADE RINGS (TYPICAL) O 1-FT < H <= 2-FT USE 24" DIA RCP RISER ©4" x 4" x 3/8" ANGLE IRON 2'-4" N.T.S. 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS O EL. A > EL. B BY 0.10' MIN �(3) 7" N0.4 BARS EL. D < EL. B BY 0.10' MIN ®EDGE of currER SECTION A-A EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD N.T.S. 8 WATERTIGHT SEAL s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION Z Ln IDAHO STANDARDS IDAHO STANDARDS O Z 2015 SAND AND GREASE TRAP STANDARD DRAWING IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING Q ACHD STORMWANTER ES DESIGN BMP 01 FOR PUBLIC WORKS NO. CONSTRUCTION OBSERVATION WELL S D - 6 2 7 CONSTRUCTION OBSERVATION WELL S D- 62 7 Z CONSTRUCTION TYPE IV (FOR ROLLED CURB) S D- 6 0 4 A (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 W O a- 1 OF 2 (ACHD SUPPLEMENT) GENERAL NOTES x A. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON SHEET C4.0. A DESIGN INFILTRATION W Q W RATE OF 6 INCHES PER HOUR IS USED FOR THE DRAIN TIME. CONTRACTOR SHALL HAVE A Q PERCOLATION TEST PERFORMED BY THE GEOTECHNICAL ENGINEER AND VERIFIED BY THE ACHD w _ 2 J INSPECTOR AFTER THE SEEPAGE BED IS FULLY EXCAVATED. CONTRACTOR SHALL NOTIFY ENGINEER w IMMEDIATELY, IF GROUND WATER IS ENCOUNTERED AND/OR THE INFILTRATION RATE IS LESS THAN ^ 2 INCHES PER HOUR, TO VERIFY IF A REDESIGN IS REQUIRED TO MEET ACHD REQUIREMENTS. FOR Q Z > Q ADDITIONAL SOILS INFORMATION REFER TO THE GEOTECHNICAL REPORT PREPARED BY MTI, DATED Q O W AUGUST 7, 2019. B. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED w Q ABOVE MAX HSGW ELEVATION. _ C. ALL SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. D. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. E. BED WIDTH SHALL REMAIN CONSTANT. Z W F. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES. - SEEPAGE BED TABLE G. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: THE PROJECT ENGINEER SEEPAGE BED BED LENGTH BED WIDTH BED DEPTH ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. 100-YR VOLUME MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS Q (FT) (FT) (FT) PROVIDED (CF) 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. O SB #1 107 14.0 3.3 2573.90 2572.40 2570.01 2569.10 2565.7 2,751 H. WATER AND SEWER SERVICES CROSSING SEEPAGE BED SHALL BE SLEEVED PER OPTION 2 OF ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 DETAIL 12. SB #2 36 14.0 4.3 2577.99 2576.49 2573.36 2572.19 2568.8 1,115 I. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. J. 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. FOR SEEPAGE BEDS LOCATED UNDER ROADWAYS 1. A MINIMUM 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED -BACFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN -WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED 2. IF < 1-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR J" TO 2" ROCK IS RQUIRED WITH MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND A ABOVE SUBGRADE. FOR SEEPAGE BEDS LOCATED IN COMMON AREAS d 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED. X 5 LF OF 18"0* vi NO TREES ARE ALLOWED WITHIN 5' SIDEWALK PER ACHD SUPPLEMENTAL ADS N-12 HP - STANDARD DRAWING SD-709. 10 OF THE OUTSIDE PERIMETER rr� 1-1 ________ _______-- Fr OF THE SEEPAGE BED FINISHED GROUND o STORM MANHOLE N � 6" VERTICAL CURB AND GUTTER ------- --------- =wN - PER ROADWAY PLANS. o ELEV. A' (MIN ) ��/�/�/�/�/�/� DRAWING STATUS: 5; 7 V�jA�jA�jA�jA�jA V�����V��V��V��V��V��V��V� KEY S * 18"0 PERFORATED ADS N-12 HP. ELEV, - "B" %�//�//�//��//�// /�//�//�////�////�//// � \ \ \ � 1. ISPWC 801 OR ASTM C33 FILTER SAND. APPROVED FOR TRANSITION 5' IN BED NON-PERFORATED TO Ly A 2. 3/4" - 2" ANGULAR ROCK. W PERFORATED PIPE LENGTH VARIES, SEE TABLE THIS SHEET 3 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD CONSTRUCTION ELEV. - "C" STORMWATER DESIGN GUIDELINES DETAIL BMP 04. w 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL PLAN VIEW s 5 m ENGINEER. u 5. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN GUIDELINES o SECTION 8200 DETAIL BMP 04. OVERLAP MINIMUM OF 1-FT TOP AND a w w SIDES ONLY. o N N WATERTIGHT CONNECTION uj N w N g 18"0 PERFORATED ADS * FINISH GROUND 2 N-12 HIP _ z 18" ADS CAP H z STORM MANHOLE z L ui w a 0% SLOPE ENGINEERS.SURVEYORS.PLANNERS 3 ELEV. - "D" 9233 WEST STATE STREET o BOISE,IDAHO 83714 Q PHONE(208)639 6939 z z PROFILE 0 FI LE VIEW FAX(208)639-6930 4" OF CHIPS PIPE BEDDING MAX. HSGW `� `WIDTH VARIES, SEE DESIGN BY: LCK 77 TABLE THIS SHEET OR ROCK GROUND WATER OBSERVATION ELEVATION DRAWN BY: SRM/LCK g WELL PER DETAIL CHECKED BY: LCK o DATE: APRIL 2020 SECTION VIEW A-A PROJECT: 19-172 SEEPAGE BED DETAIL SHEET NO. V N NTS 4. 1 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL fN�� NOTES. F \CENSFD ti B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. o C. INSTALL SEWER MANHOLES PER CITY OF MERIDIAN 860 5/22/20 / s= STANDARD DRAWING S6. MANHOLE FRAME AND COVER z, Q SHALL BEST STALLED PER CITY OF MERIDIAN STANDARD ClF OF / /At C. KEN KEYNOTES / o 0 W N N S. VANGUARD WAY 1. MAINTAIN VERTICAL AND HORIZONTAL o N N SSMH #A-2 �, POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY STA: 3+49.68 OFFSET: 0.00' / / OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET \ IN: 704393.72, E: 2444507.54 / C1.1 FOR ADDITIONAL INFORMATION. \ i 4 SSMH #A-3 2. CORE DRILL NEW 8" PIPE CONNECTION. CLOSE 6 STA: 5+49.79 OFFSET: 0.00' N: 704538.52, E: 2444369.43 INSPECTION WILL BE REQUIRED BY THE CITY OF MERIDIAN TO — — — — — — — FOR MODIFYING THE EXISTING SSMH. 5 a 21 3. INSTALL 14' WIDE GRAVEL MAINTENANCE ROAD WITH 10" a INV. 2 .7 MINIMUM CRUSHED J" ROAD BASE PER CITY OF MERIDIAN w W — — —6M — — —677 — cn STANDARD DRAWING G2. cn / z o Lu 3 28° \ 4. INSTALL 30' OF 12" ADS SANITITE HP ® 1.0%. O u 0 z 5. INSTALL 14' WIDE CONCRETE ACCESS ROAD. 6" THICK w W o / \ CONCRETE ON 4" THICK-3/4" MINUS CRUSHED - w g Lu AGGREGATE. g F � W Lu 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ISPWC SD-710. o O EXISTING SSMH / �x0� STA: 1+00.00 OFFSET: 0.00' `S 00 IN: 704354.74, E: 2444720.34 // qc� \\ \� ` \a9 p CV. / '1'SjFss, \ SEWER ALIGNMENT "B" 89° / 6' SEE SHEET C5.1. o N z SSMH #A-4 \ STA: 7+31.08 OFFSET: 0.00' 00 \ IN: 704718.04, E: 2444394.73 y o / SSMH #A-1 Z STA: 1+35.98 OFFSET: 0.00' Om IN: 704390.71, E: 2444721.23 0'=SO N 01 / ♦ z J ��• O z C) Lu O z SEWER ALIGNMENT "A" PLAN AND PROFILE x WQ w= z z 0 50 100 150 0 5 10 15 M 2i Q a Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' > Z W Q Q Q > - N �C 0- z � N w w o 00 2585 Z v °° ^w 2585 z w z cfl O O z (0 M z Co Co O ^ Co r") rn Co 06 0 o ao 2 (D N Q O N Co LL J V) V) O r) N O cp W /r w Q lI) ^ \` N •M � � N 2±NZ O N 0 0 L O ^ ) O Z�� O N N H N< > > I Ln N O - O . . Lu Z +� ZZ D NN� Z Z Q�� u� O o0 O w 2580 N ..N - - 0 +Ln N D U- 00 �, U- 00 00 N 2580 w g >> > m:n O p V) O N N Ln W Fr Z Z Z Q�_ > > to O 00 un n V) Z Z r7 0)� (0 (0 O �rn � I CDLOLp N - - - - +�j Z D 21+N Z Z 0 2�N — O CnQ� > > (nH� >> > 2575 U)U)E Z Z 1 u, Z Z Z 2575 — — — — _ FINISHED GROUND FL 0 2570 XISTING GROUN 2570 x0 x N N M u a z z 2565 � 2565 DRAWING STATUS: w APPROVED FOR 0 CONSTRUCTION z 180' of 8" PVC @ 0.40% ' 200' of 8" FVC @ 0.40% 2560 2560 0 0 0 D 0 N O N N 215' of 8" PVC @ 0.40% g 2555 35' f 8" PVC o. o% 2555 z Z Y ENGINEERS.SURVEYORS.PLANNERS g 9233 WEST STATE STREET EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83714 o FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 w 2550 2550 FAX(208)639-6930 DESIGN BY: LCK c0 r Co r N N r co r N DRAWN BY: SRM/LCK 00 I- r- r- r- r) N N r) N rh n Z n n r g ,n Ln � ,n ,n U-) U-) LO LO U-) LO � ,� u') LO r- CHECKED BY: LCK Z N N N N N N N N N N N N N N N N N N 0 DATE: APRIL 2020 PROJECT: 19-172 0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 SHEET NO. s V N 5. SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL NOTES. oF \,\C E N SFO 'y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. V C. INSTALL SEWER MANHOLES PER CITY OF MERIDIAN 860 STANDARD DRAWING S6. MANHOLE FRAME AND COVER s� 5/22/2 0 o ITSHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DRAWING S4. cc, OF �lv W �N C.Lu KEYNOTES ® o � � r,4 SSMH #A-5 1. MAINTAIN VERTICAL AND HORIZONTAL aor4 4 Lu ,'STA: 9+14.19 OFFSET: 0.00' POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY ' uj 9+00 N: 704895.94, E: 2444438.10 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET /v g��g C1.1 FOR ADDITIONAL INFORMATION. ' , go. SSMH #A-6 / :5STA: 9+83.82 OFFSET: 0.00' z N: 704930.78, E: 2444498.38 N g � d z p V) O v o z z a a V oo > W o = LCP w oC — W / N / q o w z "' Ln ui / a ui ui SEWER ALIGNMENT "C" SEE SHEET C5.1. (P T � 2 O 0 0� 0 cP, so SEWER ALIGNMENT "E" _ SSMH 5+45 SEE SHEET C5.2. STA: 15+45.26 OFFSET: 0.00' 6"p� N: 705312.94, E: 2444786.58 w, _ d•. —6"PI tP kp e I I —6"PI ca \o' \6 °/ I PI I 6'PI 9 F o SSMH #A-7 6„PIS Faso STA: 12+16.89 OFFSET: 0.00' 6"pl "W „W 8"W N: 705005.82, E: 244471�0�6„PI 6'PI �O w / 10 8,S 73 145• + OD W 90. w 6„w g„ SEWER ALIGNMENT "D" 8w B')N SEE SHEET C5.2. �a"\N cn z � I w O STA: 13+28.26 OFFSET: 0 00 N: 705095.95, E: 2444784.45 L _ , z W Q W w - 2 SEWER ALIGNMENT "A" PLAN AND PROFILE QQ o 0 50 100 150 0 5 10 15 Lu Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" =5' z Lu z_ w 2590 2590 LC Q w ^ ,w O �wLO (, / v , 2585 2 - 00 2585 O (n u- CoCoo o z�. pui _ ^ ^ O v n 0 c0 N N O W Z (n L� " - O W I �� ZoC.0 � O Z . �. = L� 00 00 O OV Q � Ln N O O Co O (D M +C N N H O 00 L� 00 00 00 �„� CO CO N tD =Ln N Z Z 00 2580 � °° c vi vj (0 00`° (0 N .. .. 2580 to n I'7 In aN 0 Qom_ > > > O O N O � r � Q�COpCnL N nu) (n(wZZ Z_ U)0)Onj Co ��C00CNOCNOCNO 0 +CNN 2�NZ O I NCO N Qp`) N NCnZZ =�N - - O Q� > > Q�� 00� N N N �Q� > > > (nN� Z Z N Z 20)N - - - O (nNFEZZ Z 20)NZ O Q — > FINISHED GROUND - _ _ _ _ - - - - - - - - - - 2575 N > > (N N it Z Z Z Z — _ _ _ _ _ 2575 — — — EXISTING GROU D DRAWING STATUS: 2570 a 2570 APPROVED FOR M CONSTRUCTION N N N M 1 0 1 3 Q 15' of 8" PVC 0.4 2565 0% 111 2565 235' of 8" F,VC @ 0.40% I N 3 w z z z 2560 �7C of 8" VC ® 0.40% 2560 ENGINEERS.SURVEYORS.PLANNERS g 9233 WEST STATE STREET BOISE,IDAHO 83714 o PHONE(208)639-6939 3 FAX(208)639-6930 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT DESIGN BY: LCK 2555 2555 DRAWN BY: SRM/LCK z g CHECKED BY: LCK rn 0) LO r- 00 co 00 u') 0) 0 o 0 zz N (D ^ N M U) r, Co O O N M It It 00 (00 O r7 Nu') 00 O O N raj Uj Uj Sri cfl cfl 6 cD 6 cD r DATE: APRIL 2020 r � r r r r r 0 r r r D `O �n � � � � � � `� � `� � `� � `n � `n � `O � `O 0 `� � � � PROJECT: 19-172 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 SHEET NO. s ti 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 C5. 1 a SHEET NOTES AL A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ON N NOTES. �oF \C E N SF10 'y Q B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. INSTALL SEWER MANHOLES PER CITY OF MERIDIAN 860 STANDARD DRAWING S6. MANHOLE FRAME AND COVER 5/22/20 'o Q SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DRAWING S4. OF lv ti�iN C KEYNOTES ® 0 0 a 3 1. MAINTAIN VERTICAL AND HORIZONTAL Qor4 4 SEWER ALIGNMENT "A" POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY zt "' o SEE SHEET C5.0. / 4i OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET j a QCO C1.1 FOR ADDITIONAL INFORMATION. a W W 2. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN 0- (0p SEWER ALIGNMENT "A" 00 Z STANDARD DRAWING S1. li Z SEE SHEET C5.1. Ln 01.1 z SSMH #A-4 > 3 z w Q STA: 2+29.17 OFFSET: 0.00' 0' .a 5z g c� a bi k ,� I N: 704718.04, E: 2444394.73 U- 3 U- W W O TP- vj N Z ui Z cn w O � o M Ln ui g z Lu o N O Q W O Q W O U 0 2 SSCO B-1 3 o o 2 cn a # 6"P� 6"g o - 1 `� o - SSCO #C-2 O ¢ F STA: 1+00.00 OFFSET: 0.00' N w a °p N w STA: 1+00.59 OFFSET: 230.83' W � x N: 704756.00, E: 2444271.27 I "w N: 704863.66, E: 2444537.18 oC - W L - - 15"GI 15G I IT:' �• 2 0 1 O w 1 8' I I a c0 I 3 p Ln N I I �`�G a ��• p v o 99, o I O SSCO #C-1` o' 1 a > • \/ 3 I STA: 1+00.00 OFFSET: 0.00' N I N: 704979.03, E: 2444470.49 - SSMH #A-6 �� I was„Z1_STA: 9+83.82 OFFSET: 0.00' I N: 704930.78, E: 2444498.38 Npl I * SEWER ALIGNMENT " 6" PLAN AND PROFILE SEWER ALIGNMENT " C" PLAN AND PROFILE z 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 0 z Plan/Profile Scale: 1 = 50 Profile Vertical Scale: 1 =5 Plan/Profile Scale: 1 =50 Profile Vertical Scale: 1 =5 V) Q z a cLLu O z z x = z Qa w Q0 Lu z z w — � a w Qz > oou = a cf� z z 2585 2585 2585 N 2585 w � � Cw w � DC S G ..� wv z w G o z 3 v o v o �_ �_ 0 0 z w o 00 0 00 00 00 00 o .� } J J o �- U- 00 00 `� O ") K) to CO 2580 Q w Q Q 2580 0 0 o LO � 2580 2580 o N c0 O rl-N N N 10 O 't O d o g 00 0 Q O N O O O O Q6i0LOL N I �� N �� NNN ? N�� � ,w, ^^ O N04 + N N 0 0 ? _±N Z Z Z O I NON V / W W OWN =NNZZ O±N0 U)>> > > * )r, Ln Ln m0N .. U .. .. NNE Z Z Z Z +� D o +N o Cn(n z z z 0 Z FINISHED SROUND ¢ > 2575 �m > FINISHED GROU D 2575 2575 N N F Z 2575 FE Z — — EXISTING GROUND 2570 EXISTING GROU D 2570 12570 11 1 1 2570 4 N 2565 2565 2565 2565 DRAWING STATUS: ^ 130' of $" PVC 00.4 % � APPROVED FOR I 80' of 8" PVC 0 0.40% M 55' f 8" PVC 0 0. 0% CONSTRUCTION X 2560 2560 2560 2560 N M 1 0 1 0 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT o FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2555 2555 2555 2555 N N 00 3 N O) w o r7 rn � O Z N N N Y LO u') r L() r to L L N N N N N N N N N N ENGINEERS.SURVEYORS.PLANNERS g 9233 WEST STATE STREET BOISE,IDAHO 83714 o PHONE(208)639-6939 w 0+50 1+00 1+50 2+00 2+50 0+50 1+00 1+50 2+00 2+50 3 FAX(208)639-6930 w DESIGN BY: LCK DRAWN BY: SRM/LCK z g CHECKED BY: LCK a o DATE: APRIL 2020 PROJECT: 19-172 r SHEET NO. s 5. a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL fNO� NOTES. F \CENSFD ti B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. INSTALL SEWER MANHOLES PER CITY OF MERIDIAN 6860 STANDARD DRAWING S6. MANHOLE FRAME AND COVER `!' 5/22/20 0 SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD <-7 �4TN OF \pP� v DRAWING S4. tiz N C. I � I KEYNOTES (o � w C) C) 1. MAINTAIN VERTICAL AND HORIZONTAL o N wo 3 SSMH #A-9 POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY 3 vwi w STA: 1+52.33 OFFSET: 0.00' i2"s� OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET SEWER ALIGNMENT "A" c zz w N: 705312.94, E: 2444786.58 C1.1 FOR ADDITIONAL INFORMATION. oo SEE SHEET C5.1. a SSCO #D-1 O 2. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN w STA: 1+48.50 OFFSET: 0.00' STANDARD DRAWING S1. '106, N: 704967.53, E: 2444748.82 8' a"W 1 00 �., F1�0 _ z PI I S I H a Z Lu co SSMH A-7 L J w # �1 J OSSCO #E-1 `90' C� 00 SSCO #E-2O z 0 Lu STA: 1+00.00 OFFSET: 0.00' N 1 STA: 1+00.00 OFFSET: 0.00' o- 1 O e o ti w w STA: 2+27.00 OFFSET: 0.00' Z N: 705005.82, E: 2444719.05 I N: 705313.46, E: 2444734.25 w LLi w N 3 O w Y� > wo � N: 705312.20, E: 2444861.25 ¢ F (nw Q UJz w r x m co CC3 uj � — w O <) gN co vzW Q w Q O �w z �� z Lu O� Nw " 040' Q v) w o _ D Q x o a N 'b vioo w oo SEWER ALIGNMENT "A" SEE SHEET C5.1. O c-I N Z SEWER ALIGNMENT " D" PLAN AND PROFILE SEWER ALIGNMENT " E " 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" =5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" =5' z w w J J o zoo �n Q = uj z moo � � � aQ w Q w z z G J J 2590 2590 2590 2590 LuG � � w Q z > o w N � O Lu �// N LL z z (n W � w w 2585 N 2585 2585 ^ o �v-- 2585 z w z O w O - Z ^^ o co Oo 6 00 o co o U- to 00 ujN N � w Co O 00 O O O ( Wv , Q Q L� oo00 w (D O c0 C; 00 (14 0'6 Lf) Q O O) O u, N 2580 P_ r- 2580 w o r N z z w ND w wV) o U) 2580 o 0 '.0 c0 N PO 0 _ W > > > O N NCD a � IO- +� (n LyJW 0 O O nnFZZ Z >ONN H V/1 ± zo 00 nnE (/ O 'tP, � ii z N vi (n > > > OO (ncn� zz z C) _ — - - - - — 2575 — — Z 2575 2575 2575 FINISHED GR UND EXISTI qG GROUND (I FINISHED GROUND EXISTING GROUND 2570 2570 2570 2570 00 X 00 N N M CJ a 0 2565 2565 2565 I 2565 a DRAWING STATUS: Z w APPROVED FOR 0 50' f 8" PVC @ 0. 0% 75' of 8" P ® 0.40% w CONSTRUCTION 5 of 8" PVC ® 0.40% 0 2560 2560 2560 2560 a 0 < EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT o FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N " 2555 2555 2555 2555 1cm 3 w Y 0 0D 00 °' 000o r co ^ ^ r r r ENGINEERS.SURVEYORS.PLANNERS 3 N N N N N N N 9233 WEST STATE STREET BOISE,IDAHO 83714 o PHONE(208)639-6939 0+50 1+00 1+50 2+00 0+50 1+00 1+50 2+00 2+50 FAX(208)639 6930 DESIGN BY: LCK ti DRAWN BY: SRM/LCK g CHECKED BY: LCK a o DATE: APRIL 2020 PROJECT: 19-172 SHEET NO. s V N 5. CIVIL ACRONYMS STA: - ROAD STATION �SS�pNAL MECHANICAL JOINT \CENSF10 FLG - FLANGE N: - NORTHING N E: - EASTING 6860 L - STATION OFFSET LEFT 5/22120 GD R - STATION OFFSET RIGHT 9 P v z �C, OF F D SHEET NOTES ��N C. A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. s, D B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL W o 0 CHANGES OF DIRECTION PER CITY OF MERIDIAN Q o N REQUIREMENTS. o � Ln rn C. 8" AND 12" WATER MAINS SHALL HAVE A MINIMUM OF 4' 6A AND 5' OF COVER, RESPECTIVELY. D. INSTALL WATER VALVE BOX AND LID PER CITY OF �sp MERIDIAN STANDARD DRAWING W11. CID z KEYNOTES ® Z W w 5 1. MAINTAIN VERTICAL AND HORIZONTAL N 2 \w sOi POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY z o o 0 �,= a OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET Z C1.1 FOR ADDITIONAL INFORMATION. V) z F W o �8 �rop ?w ems% 2. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE W -T p_=TOp AND NON-POTABLE MAINS. ui 3. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE a A� Ln WATER MAINS AND SEEPAGE BEDS. = 0 REMOVE 2" BLOWOFF ASSEMBLY N ��,, \ a ui >Ln AND CONNECT TO EXISTING 12" MAIN ly 4. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN W INSTALL 1-12" COUPLING-s°pj STANDARD DRAWINGS DETAIL W12. � 1 � .h N: 704711.48, E: 2444348.20 I ,S 5. INSTALL 20' LONG, 24" STEEL CASING (MIN.), SLEEVE 70 LF 12" PVC FOR WATER MAIN PER CITY OF MERIDIAN DRAWINGS SW1 AND SW2. 1-12" 22.5° ELBOW ® ??y 8 S 8u N: 704774.40, E: 2444374.94 s o N z 160 LF 12" PVC 55 LF 12" PVC 85 LF 8" PVC 1 � � s � 1-12" 22.5' ELBOW N: 704892.32, E: 2444480.44 1- 2" BLOW-OFF ASSEMBLY FOR O4 FUTURE WATER MAIN EXTENSION cp. N: 704983.26, E: 2444481.40 0 � F F �7� 30 LF 8" PVC; cp, N I l � � z O4 1- 2" BLOW-OFF ASSEMBLY FOR O z FUTURE WATER MAIN EXTENSION i �: R N: 704870.12, E: 2444551.35 ' N a 1-8" 1 1.25° ELBOW 14 Q N: 704928.86, E: 2444556.41 Ln 50 LF 8" PVC z 1-12" CROSS Cp. S"z LLI O 1-12" GATE VALE `p' 0 = z 3-12" X 8" REDUCER LLI Q Lu 3-8" GATE VALVE n G 2 G N: 704915.85, E: 2444529.36 D L LJ LJ..I CII > z > 120 LF 8" PVC ul cr, L u Q N z w - Cp. } °LJ 1-8" 22.5° ELBOW \ Q N: 704958.78, E: 2444672.69 O4 1- 2" BLOW-OFF ASSEMBLY FOR / cp, FUTURE WATER MAIN EXTENSION N: 705329.46, E: 2444734.41 o 90 LF 8" PVC 80 LF 8" PVC - - REMOVE 2" BLOWOFF ASSEMBLY 1 e I AND CONNECT TO EXISTING 8" GATE VALVE C. ss I I INSTALL 1-8" 22.5' ELBOW 20' CITY OF N: 705552.84, E: 2444794.66 MERIDIAN ER I m EASEMENT 6"PI 6'PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6PI- C' 1-8" 22.5° ELBOW 8•. 1 18"SD N: 705008.41, E: 2444748.56 s Co 1 N 8"s 8"s 8"s 8"s 8"s 8"s 8"sCID N 85 LF 8" PVC S. WAYFINDER AVE. $„W 8" 8 s 1 1 0 8"w 8„w C 8"W \ 5� C1 165 LF 8" 8 PVC �„ 8„W "w / 811W 8"W 8"W 8"W Ilk I& 1-8" 22.5' ELBOW 150 LF 8" PVC DRAWING STATUS: o N: 705078.51, E: 2444796.40 ® APPROVED FOR a 20' cITY of I '8w CONSTRUCTION 1-8" 1 1.25° ELBOW MERIDIAN WATER 1-8" 1 1.25° ELBOW 8"w X 85 LF 8" PVC N: 705161.57, E: 2444813.77 EASEMENT I I N: 705404.46, E: 2444816.15 8" m I I °° q 1-8" CROSS 75 LF 8" PVC vi o 3-8" GATE VALE - - - N: 705328.66, E: 2444815.41 CII o O 1- 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION 01 N: 705328.21, E: 2444861.40 45 LF 8" PVC N oa Z Y tea'` z01 / ENGINEERS.SURVEYORS.PLANNERS g iv 9233 WEST STATE STREET BOISE,IDAHO 83714 o PHONE(208)639-6939 FAX(208)639-6930 a 3 DESIGN BY: LICK O 40 80 120 DRAWN BY: SRM/LCK g CHECKED BY: LICK Plan Scale: 1" =40' o DATE: APRIL 2020 PROJECT: 19-172 r SHEET NO. s ti a SHEET NOTES AL I < A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. F�SS\o��NENS Fp B. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS THE LARGEST DIAMETER PIPE COMING INTO THE FITTING c-1 6860 OR VALVE. C. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL Jx 5/22/20 !o I CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING "9� _f OF \vj v SD-403. D. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 1-6" TEE PVC OR APPROVED EQUAL. 3-6" GATE VALVE 1-6" BLIND FLANGE w o 0 Q7 N: 704760.23, E: 2444291.55 Q o N o KEYNOTES ® � Ln 6'%Oi 20 2 <F Co 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE 61,ABC POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE s';p� 1-6" 22.5° ELBOW IRRIGATION NOTE 3, SHEET C 1.1. Co N G) N: 704864.39, E: 2444349.13 z 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, THIS SHEET. V) a o w W �Ago A TOP � v R z � T 7pF Lu TOE=Tpp '2w 1' -6" GATE VALVE a a ~ T w WOE TOP N: 704731.20, E: 2444385.95 �,, LD 6"pi 71- ' g F u' 6••P� N 6•, z ui \ a 85 V) " 1 g•'P� \ AG Q LF 6.. PVC o 6pl �' Q Lu 6Q 1-6" 45° ELBOW w / N: 704542.60, E: 2444382.13 25 LF 6" PVC 1-6" 22.5° ELBOW ®1-6" 90° ELBOW N: 704947.66, E: 2444442.74 1-6" 11.25 ELBOW \ N f Q♦ N: 704724.49, E: 2444407.76 ZJ ® 6 N � 75 - N \ N 0 �J DEFLECTION POINT Ln �Q♦ N: 704977.92, E: 2444520.24 0 0 40 80 120 0 Plan Scale: 1" =40' 1-6" 45° ELBOW rn; Z N: 704388.22, E: 2444529.38 5 LF 6" PVC -o n DEFLECTION POINT 1-6 TEE 2-6" GATE VALVE N: 704990.53, E: 2444559.33 Z 1-BLIND FLANGE O N: 704385.38, E: 2444529.31 00 W 15 LF 6" PVC CONNECT TO EXISTING Z W 1-6" TEE ��= Lu 2-6"x4" REDUCER N: 704371.13, E: 2444528.96 \ n I­__ O 0 I � 1-6" 1 1.25° ELBOW CP= N: 705010.21, E: 2444635.78 I.u Q AC PAVEMENT BY OTHERS M PAVED SURFACE SEE NOTE 1 BELOW W - 3/4" MINUS BASE, BY OTHERS �; �o Q Z Z < Q 61. 1-6" 22.5° ELBOW � 0 w 1-6" TEE N: 705037.01, E: 2444691.52 _ oL 2-6" GATE VALVE M DO DO DO DO DO DO DO DO DO C SPIT-RUN SUB-BASE, BY OTHERS 03 0 10 LF 6" PVC 1-6" 11.25' ELBOW Z W 1-6" TEE N: 705520.94, E: 2444750.60 > \ 1-6" GATE VALVE LL 2 7' 2 N: 705042.76, E: 2444696.66 25 LF 6" PVC 775 0 0 0 -TEMPORARY BACKFILL AS 0 0 0 ss Q - D D D REQUIRED TO MAINTAIN D D s. 6. - N: 705497.7DEFLEC2 ON POINT i LJJ - 12 COVER OVER SLEEVE N - -- -- I SUB GRADE ELEVATION, BY " JG '0i 'o 1 6" 22.5° ELBOW Q L DEFLECTION POINT C' N: 705083.10, E: 2444732.75 I III_ OTHERS, SEE NOTE 1 BELOW 1 N: 705390.44, E: 2444757.01 _ - � PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT 6S 1-6" 22.5° ELBOW Ln COORDINATE WITH PAVING - - ` 5 �� Cr N: 705145.45, E: 2444754.61 I CONTRACTOR FOR REMOVAL - _ �-SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND 6" Cn OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. \e„ 6p' p�C 245 LF 6" PVC 1 105 LF 6" PVC 6„P� I I.0 LOCATED ABOVE SUBGRADE MIN. 6" N y s 6"Pi 6"Pi 6"Pi "Pi 6"Pi 6"Pi FINDER TAPE °° LOCATING WIRE 1-6" GATE VALVE 8 1-6" BLIND FLANGE � � Co (2) 3" CLASS 200 SIGNAL O N: 704977.75, E: 2444747.21 \8 ,\ �� CONDUIT WITH 1/4 8"s 8"s 8"s 8"s 8"s a"s C X NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING N COMPACTED TO 95% DENSITY. - 8 8"W-8"W 2 -� < o PIPE AND BELL 8"w �8"W z z MIN. 4" MIN. 6" SLEEVE MIN. 6" SKIDS PER ISPWC SD 307. DRAWING STATUS: Z SEE SLEEVE SCHEDULE, THIS SHEET 1-6" GATE VALVE A SEE DIA. SEE FOR MATERIAL AND MINIMUM SIZE 1-6" BLIND FLANGE B NOTE 5 NOTE 5 N: 705529.50, E: 2444831.83 APPROVED FOR CONSTRUCTION 0 SLEEVE SCHEDULE (INCHES) 0 N N N a PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. NOTES: m v v z Y 2" 2.83" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD SUB-BASE, ROAD BASE AND PAVEMENT. 3 3" 4.17 6" PVC C900 6.31" c 0 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE 0 4" 5.36 8" PVC C900 8.28" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR ENGINEERS.SURVEYORS.PLANNERS SIDEWALK. ID 9233 WEST STATE STREET 6" 7.89 10" PVC C900 10.16" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT BOISE,IDAHO 83714 SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP PHONE(208)639 6939 w PIPE AS SPECIFIED IN SLEEVE SCHEDULE. FAX(208)639-6930 NOTES: ti A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL DESIGN BY: LCK PIPE BELL. CROSS BELOW OTHER UTILITIES. DRAWN BY: SRIVIACK 3 B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. CHECKED BY: LCK o DATE: APRIL 2020 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR PROJECT: 19-172 o PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. SHEET NO. u a TYPICAL SLEEVED ROAD CROSSING C7•0 N TS d SHEET NOTES AL A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. aF�Ss\oCENSFHc�ti \, D Q� \ KEYNOTES ® s� 5/22/20 CO �o CO � \ \� 1. INSTALL 48"0 (INSIDE DIMENSION) PRE-CAST GRAVITY �C� 9TF OF / \ \ IRRIGATION MANHOLE WITH FLAT TOP. STANDARD \ MANHOLE FRAME, COVER, AND RISER PER ISPWC N C• K v STANDARD DRAWING SD-617. COVER SHALL BE MARKED "IRRIGATION". 10 CO 2. CONNECT EXISTING 15" PIPE TO PROPOSED GRAVITY w o 0 IRRIGATION MANHOLE. Q o N ti oN N Al 3. INSTALL ADS FLARED END SECTION WITH RIPRAP (8" o ANGULAR STONE) OUTLET PROTECTION. LINE RIPRAP OGIMH #2BOTTO� FABRIC AND SIDES AND OVERLAP I(1-FT NONWOVEN GEOTEXTILE STA: 3+88.18 OFFSET: 0.00' N: 704741.71, E: 2444283.73 �Q' 4. IINSTALL 20' LONG, 24" STEEL CASING (MIN.) SLEEVE FOR WATER MAIN PER CITY OF MERIDIAN DRAWINGS SW1 z AND SW2. a za / s p, / Lu w O3 INV. 2569.52 / 8'. e 4 O o 0 7.5' of 12" ADS SANITITE HP ® 0.27% 6S, GI #3 O N z Z S Vq \�\ p0 \yrG\ 142' •G� 5 STA: 4+90.68 OFFSET: 0.00' W o /VG 3k N: 704711.58, E: 2444381.70 w �qRp OGIMH #1Lu - W'q V STA: 2+82.07 OFFSET: 0.00' ��. I z w N: 704703.37, E: 2444184.78 2 a �� a I� o 1 2570.29(DN / I a w 1 I oil I o EXISTING GIMH I I N STA: 2+08.89 OFFSET: 0.00' I I N: 704642.56, E: 2444144.08 I z r N I I I I 1 I I I I 00 1 I x V) w IQ � z LL 0 z � o O zz Ln W z � z �� �� W O W a GRAVITY IRRIGATION ALIGNMENT A PLAN AND PROFILE I-__ = o a 0 50 100 150 0 5 10 15 LJJ = W z— C Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' > z Lu Z oC Q Z z W p LD 2585 2585 M Q 04 Z W Q z � 0 .. V) Q oc Q 2580 0 o vZ�, o v o v�, 2580 — ul 004 - L L _ 2 Z cN No rnN O O 0 �0 M�NcN0 N L O 0 O60; M ,o c0 00 rn IO C)N0O Zo w N Nr 60,0OO�cO M MtD Co N1DL 0ONNN OOr� C14 N 'O � N + FINISHED 6i � H + 2575 z +� D +Loa: O GROUND o_ z 2575 XH�O > > (n0_(n Z Z Z (~0_V) Z Z 0WO Z Z V EXISTING G ROUND) w(n E CO z z \ 2570 \ 2570 Ll a m X N M U Z 0 2565 N 2565 DRAWING STATUS: 73.2' of 15" RCP © 0.49% 10.0 of i 5" ADS SANITITE HP 0 0.50% APPROVED FOR 108.9' of 15" RCP @ 0.28% 102.5' of 16" PVC C900 00.30% CONSTRUCTION 2560 106.1' of 15 ADS SANITITE HP @ 0.41% 2560 0 a Q 0 D EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GRO ND CENTERLINE OF SEWER PIPE ALIGNMENT " 2555 2555 3 Y O Z N 00 M 0 P7 N N M MN N r r r r rN LO ENGINEERS.SURVEYORS.PLANNERS� J N LN N N N N 9233 WEST STATE STREET 3 BOISE,IDAHO 83714 PHONE(208)639-6939 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 FAX(208)639 6930 DESIGN BY: LCK ti DRAWN BY: SRM/LCK g CHECKED BY: LCK a 0 DATE: APRIL 2020 h PROJECT: 19-172 SHEET NO. U s V N d OFJ PLANT SCHEDULE LBgLTpR SSAYE'��''''• SEE PLANTING 4 w' COLB ' v • DECIDUOUS TREES CODE � BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS DETAIL 2 ALT p REMOVE DEAD/ DAMAGED Rg(j. . : r • BRANCHES AND PRUNE TO • . ': INTERNATIONAL SOCIETY OF i -16 i • AP2 8 ACER TRUNCATUM 'PACIFIC SUNSET' TM 2" CAL. B&B 35'X30' CLASS II I ARBORICULTURE STANDARDS; '. �% L 120 700 •C,�•` IMPROPERLY PRUNED TREES • 00000. PACIFIC SUNSET MAPLE I I o (AS DETERMINED BY THE , ''•,gNDSCA4,P4�• AA2 4 ACER X FREEMANII `ARMSTRONG' 2" CAL. B&B 45`X20' CLASS II 1 O LANDSCAPE ARCHITECT) ������������• ARMSTRONG FREEMAN MAPLE o O O SHALL BE REMOVED AND I I (2)-BVC WOOD TREE p0 00 o REPLACE. 4 STAKES(MIN. 6' HT) p TRUNK FLARE. LOCATE PRIOR • FP 42 FRAXINUS PENNSYLVANICA 'PATMORE' 2" CAL. B&B 45'X30' CLASS II I 5 I CHAINLOCK �O�O o TO PLANTING. FLARE SHALL PATMORE ASH I I TREE TIES O BE VISIBLE AFTER PLANTING. I „Pi 6"P W I 6" MULCH PER PLAN KEEP O• LS 6 LIQUIDAMBAR STYRACIFLUA 'SLENDER SILHOUETTE' 2" CAL. B&B 25'X15' CLASS II • I 3» MIN 1"-2" AWAY FROM TRUCK BS COLUMNAR SWEET GUM FLAREBC I I FINISH GRADE o W N PC 4 PYRUS CALLERYANA `CAPITAL' 2" CAL. B&B 35'X15' CLASS II I W I 3 ROOT- 3" HT. WATERING BASING +Q 6 0 "0000,✓// CAPITAL CALLERY PEAR I W W� I BALL _—I I I= BERM + + 5 PAM Emp DEPTH I I I— — FERTILIZER TABLETS + -I I-I I—III I I 0, SHRUBS CODE (STY FOLD BACK BURLAP FROM BOTANICAL / COMMON NAME SIZE MATURE HXW �I II I II III=I I I I TOP OF ROOTBALL.00 0 BC 37 BERBERIS THUNBERGII 'CRIMSON PYGMY' 2 GAL. 2'X3` I III II REMOVE WIRE BASKET. 0�0 9-HO CRIMSON PYGMY BARBERRY 1 1 NOTE: REMOVE TREATED ROOT- 3 W BACKFILL SOIL MIX GENTLY BALL COMPLETELY. REMOVE WIDTH I ° OR SYNTHETIC BURLAP PACK BACKFILL USING WATER TO SETTLE SOIL AROUND ~z O BS 30 BUXUS SEMPERVIRENS 'SUFFRUTICOSA' 2 GAL. 2'X2' - ® � ANY SOIL AND/OR ROOTBALL I D � cn g TRUE DWARF BOXWOOD I MULCH AWAY FROM 8" MIN 8" MIN -< ° I PLANTING PIT ROOTBALL ON UNDISTURBED z o TREE CROWN AFTER S° '-' 1 O u PIT SHALL BE A MIN. 2 TIMES WIDER SOIL I z 6-PA2 ° INSTALLATION. N PERENNIALS CODE � BOTANICAL / COMMON NAME SIZE MATURE HXW 20' THAN ROOTBALL AT BASE AND A ° rm ° a COLLECTOR MIN. 3 TIMES WIDER THAN ROOTBALL ° w o HO 39 HEMEROCALLIS X `STELLA DE ORO' 1 GAL. 1`X2` LANDSCAPE BUFFER AT FINISH GRADE. DEPTH SHALL BE I C - ° STELLA DE ORO DAYLILY I NOTES: SAME AS THE ROOTBALL. s o m 00 1-PA2 ° 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED I W 2"s � z I I STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL PA2 17 PEROVSKIA ATRIPLICIFOLIA `LITTLE SPIRE' 1 GAL. 2'X3' w W STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. ° 00 s I R I LITTLE SPIRE RUSSIAN SAGE 3 " 3 DECIDUOUS TREE PLANTING AND STAKING DETAIL 1 : , ° �. a KLu NTS iR 6„Pi + 12-H0 3 I GROUND COVERS CODE � a BOTANICAL COMMON NAME CONT z I ° „P + I W TR 32,548 SF TURF SOD RHIZOMATOUS SOD T + ' '0 W W RHIZOMATOUS TALL FESCUE > W I � ° ° o 00 GENERAL LANDSCAPE NOTES r � Q 10-Bc • * I �� BS-6 1. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD 3 UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG I. 1 00 STREET TREE CALCULATIONS 1TR E E 35 LF ° I ( / ) ` I I I LINE, INC. @ 1.800.342.1585. PROVIDE ADEQUATE MEANS OF PROTECTION OF \ UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING I • w STREET NAME CALCULATION REQUIRED PROVIDED _ SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. w I S. WAYFINDER AVE. 2,249 LF/35 64 64 I I ' `I 3 �� 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR la .y MITIGATION REQUIREMENTS - 00 TYPE AND SIZE SHOWN. I ° 2 W 2 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL - s I PERMEABLE FABRIC WEED BARRIER. SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY GROUND 2 PLANTING DETAIL TOTALS 64 64 COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED 1" - 20' �I BARRIERS ARE PROHIBITED. 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. Q KEY NOTES (TYPICAL) z 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL 1*1 a0 3W ACHD LANDSCAPE NOTES TREES WITHIN TURF AREAS. I r• ;� �W �Q z 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM y' 2. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. •I DRAIN PIPE, STRUCTURES, OR FACILITIES. �\ �' 0 ` ° BS-12 (� 3. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' : 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE ° z CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. 1 • , / CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ° LLJ O 4. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN, PROTECT, AND OR S Q / z ADJUST AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND Q PATCH BACK ALONG PHASE BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW : GENERAL IRRIGATION NOTES Q�� �� Lu Q J AND EXISTING LANDSCAPE SHALL BE NON RECOGNIZABLE AND COHESIVE WHEN W 3 Q FINISHED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE W 1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR SUBDIVISION W — Lu AREAS AND IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON AREAS SHALL BE VIA THE > Lu CONSTRUCTION. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION W.W ' SUBDIVISION'S PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND Q� �� + Z SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING Q LANDSCAPING ALONG THE FRONTAGE OF PRIVATE LOTS SHALL BE PRESSURIZED ° 3 Q Q CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER W. / IRRIGATION WATER, AND THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. ERR \� ° + = _ U THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, AT NO W i + ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF 6 s • ! / 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED `s. * `� Lu - Q THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN i OPERATION OF THE EXISTING SYSTEM DURING THE COURSE OF CONSTRUCTION. / p PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING BC-10 + + .i. z 2 �.W W S / AS APPROPRIATE. Co 8"s 3� °° sPi HO-9 + 3 ° Z Lu 5. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH 1 ; 'W s• \s'pl + L.L Q PERMEABLE FABRIC WEED BARRIER. MATCH PERMABARK TO PREVIOUS PHASES. W A ` .s' 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION s + J IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBITED. /. w W a s s / RATES WITHIN EACH CONTROL VALVE. o' �. �� •W 6. ACCENT BOULDERS. MATCH EXISTING BOULDERS IN PREVIOUSLY INSTALLED PORTIONS $ ` W $5 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER as'ci s s 0 3pi Q DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON THE SEPARATE ZONE OR \ 4 DISTRICT FROM THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER OF ROUNDABOUT. ,� � �^ �s„ s � s'P� � W, s� ci ,P R /^ DEMAND AREAS. / !`W W W �✓ 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. \ 0 0 0 3-LS 3 c // �� • • �� 00 11-PA2 S oo� gyp• / °� Q© 9-HO .S ° / CO t O p o C .. j 9-BC c ° �., o0 ° ,.Q • W W', o o ti 7-BS � c N ' / w SEE PLANTING W 'a DETAIL 3 , `Q` / �W o g ,o c c 0o W ENGINEERING V 5 G\ W ci © q ~ 9233 WEST STATE STREET �� 'pQ BOISE, IDAHO 83714 a / 5 is ci W S ' �'/i9y PHONE(208)639 6939 Lu kmengllp.com ••• r, `O 0 DESIGN BY: AY DRAWN BY: AY PLANTING DETAIL CHECKED BY: LCK w 3111 = 20' DATE: APRIL 2020 LANDSCAPE PLAN s a PROJECT: 19-172 g q/IiCG 4 a SHEET NO. q,QO 0 50 100 150 �9 Plan/Profile Scale: 1" = 50' L1.0 y