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CC - Construction Drawings - Civil PlansPOLLARD SUBDIVISION NO. 1 N PROJECT CONSTRUCTION PLANS MERIDIAN, IDAHO INDEX OF DRAWINGS ADA COUNTY, SHEET IDAHO SHEET TITLE NO. LOCATION MAP W. CHINDEN BLVD. C1 .0 COVER SHEET C1.1 NOTES, ACRONYMS, LEGEND C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 ROADWAY IMPROVEMENT PLANS C2.1 ROADWAY IMPROVEMENT PLANS C2.2 ROADWAY IMPROVEMENT PLANS VICINITY MAP C2.3 ROADWAY IMPROVEMENT PLANS NO SCALE C2.4 ROADWAY IMPROVEMENT PLANS 0 75 150 300 450 C2.5 ROADWAY IMPROVEMENT PLANS C2.6 ROADWAY IMPROVEMENT PLANS Plan Scale C2.7 ROADWAY IMPROVEMENT PLANS C2.8 ROADWAY IMPROVEMENT PLANS 'D110 C2.9 ROADWAY IMPROVEMENT PLANS 112 0° C2.10 ROADWAY IMPROVEMENT PLANS C2.11 ROADWAY IMPROVEMENT PLANS C2.12 ROADWAY IMPROVEMENT PLANS C2.13 ROADWAY IMPROVEMENT PLANS C2.14 ROADWAY IMPROVEMENT PLANS C2.15 ROADWAY IMPROVEMENT PLANS C2.16 ROADWAY IMPROVEMENT PLANS C2.17 ROADWAY IMPROVEMENT PLANS W. WAVERTON DR. j C2.18 ROADWAY IMPROVEMENT PLANS Lo0 I ' ° C2.19 ROADWAY IMPROVEMENT PLANS C3.0 GRADING IMPROVEMENT PLANS z } C3.1 GRADING IMPROVEMENT PLANS w BLOCK 2 o C4.0 STORMWATER IMPROVEMENT PLANS O L) C4.1 STORMWATER IMPROVEMENT PLANS a O C4.2 STORMWATER IMPROVEMENT PLANS z a z z 'a C4.3 STORMWATER IMPROVEMENT PLANS a W. LITTLE RAVEN LN. m a C5.0 SEWER IMPROVEMENT PLANS z O N C5.1 SEWER IMPROVEMENT PLANS z C5.2 SEWER IMPROVEMENT PLANS - W. LITTLE RAVEN LN. O C5.3 SEWER IMPROVEMENT PLANS O O C5.4 SEWER IMPROVEMENT PLANS C5.5 SEWER IMPROVEMENT PLANS BLOCK 1 C5.6 SEWER IMPROVEMENT PLANS 5 O4 C5.7 SEWER IMPROVEMENT PLANS C6.0 WATER IMPROVEMENT PLAN W. SAINT CROIX LN. 4 O 1 O O C7.0 PRESSURE IRRIGATION IMPROVEMENTS 109 C7.1 PRESSURE IRRIGATION IMPROVEMENTS 0101 C7.2 PRESSURE IRRIGATION IMPROVEMENTS C7.3 PRESSURE IRRIGATION IMPROVEMENTS C7.4 PRESSURE IRRIGATION IMPROVEMENTS 1 EP EP EP EP--Ep C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS �- C8.1 GRAVITY IRRIGATION IMPROVEMENT PLANS W. CHINDEN BLVD. C8.2 GRAVITY IRRIGATION IMPROVEMENT PLANS C8.3 GRAVITY IRRIGATION IMPROVEMENT PLANS C9.0 STREET LIGHT PLAN 11.0 LANDSCAPE COVER L2.0 LANDSCAPE PLAN L3.0 LANDSCAPE PLAN LEGAL DESCRIPTION A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, AND THE SOUTHWEST j OF THE SOUTHEAST } OF SECTION21, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2022. DATUM HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE ZONE 1103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). DIGLINE BENCHMARK POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION 101 00 728492.628 2434666.420 2529.523 5/8" REBAR 109 00 728572.955 2437186.545 2537.488 5/8" REBAR 110 00 729660.653 2434585.998 2528.545 5/8" REBAR 112 00 729633.138 1 2437195.095 1 2540.695 5/8" REBAR -CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION. - THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE g (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AN ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. ACHD COMPLIANCE THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: • NONE CONTACT INFORMATION OWNER/DEVELOPER BRIGHTON DEVELOPMENT INC. 2929 W. NAVIGATOR DR., STE. 400 MERIDIAN, IDAHO 83642 CONTACT: ZACH MEYERS PHONE: (208) 378-4000 FAX: (208) 377-8962 EMAIL: zmeyers®brightoncorp.com SHEET DESCRIPTION W. WAVERTON DR. PLAN AND PROFILE W. WAVERTON DR. PLAN AND PROFILE W. WAVERTON DR. PLAN AND PROFILE W. WAVERTON DR. PLAN AND PROFILE W. WAVERTON DR. PLAN AND PROFILE N. RUSTIC OAK WAY PLAN AND PROFILE N. RUSTIC OAK WAY PLAN AND PROFILE N. POLLARD PL. PLAN AND PROFILE N. POLLARD PL. PLAN AND PROFILE W. SAINT CROIX LN. (PRIVATE) PLAN AND PROFILE N. RUM RIVER LN. (PRIVATE) PLAN AND PROFILE N. RUM RIVER LN. (PRIVATE) PLAN AND PROFILE W. LITTLE RAVEN LN. (PRIVATE) PLAN AND PROFILE W. LITTLE RAVEN LN. (PRIVATE) PLAN AND PROFILE W. LITTLE RAVEN LN. (PRIVATE) PLAN AND PROFILE N. ZIPPEL BAY LN. (PRIVATE) PLAN AND PROFILE PAVEMENT MARKINGS AND SIGNAGE PAVEMENT MARKINGS AND SIGNAGE STREET SECTIONS STREET SECTIONS D ETAI LS D ETAI LS ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT "C" PLAN AND PROFILE ALIGNMENT "D" PLAN AND PROFILE ALIGNMENT "D" PLAN AND PROFILE ALIGNMENT "E" PLAN AND PROFILE ALIGNMENTS "G, H, I" PLAN AND PROFILE ALIGNMENTS "J, K, L" PLAN AND PROFILE ALIGNMENT "M" PLAN AND PROFILE D ETAI LS PUMP STATION DETAILS PUMP STATION DETAILS ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT "B" PLAN AND PROFILE ALIGNMENT "D" PLAN AND PROFILE ENGINEERING & SURVEYING CONSULTANT ALIGNMENT "B" PLAN AND PROFILE ALIGNMENT "F" PLAN AND PROFILE ALIGNMENT "C" PLAN AND PROFILE MERIDIAN ACCELA (CITIZEN ACCESS PORTAL) RECORD ID/ PERMIT NUMBER: LD-RSUB-2022-#!t#tF Lu B ruble �WAN Wmb Dep i rfin■rt DeSmO &OoncwWon $uppWmW Speo1od KM ENGINEERING, LLP om"d 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE: (208) 639-6939FAX: (208) 639-6930 CONTACT: LACHLIN@k KIN llp.co P.E. EMAIL: Ikinsella®kmengllp.com Digitally signed by Lachlin C Kinsella, P.E. Date: 2022.07.19 18:36:29-06'00' z O w r: O z0 0 Qz m Q Z Q N Q Lu Q J J d Lu Lu N Lu O km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: DRAWN BY: LCK LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C1.0 CITY OF MERIDIAN GENERAL NOTES STANDARD NOTES FOR REVISED 3/1/18 RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND COMMERCIAL PROJECTS WITH PUBLIC MAINS GENERAL CONSTRUCTION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT ITD). THE MORE STRINGENT OF ANY OF THEE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. WATER 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) ROADWAY 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON -SITE, A COPY OF THE MOST -CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES 1. 2. 3. 4. 5. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; ((D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM POLLARD SUBDIVISION NO. 1 FINAL PLAT. 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE 404 PERMIT. 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE ROUGH GRADING PLAN. 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY FROM ALL BUILDINGS. 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING CONSTRUCTION. 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE REQUEST OF THE AGENCY AND/OR THE ENGINEER. GRADING NOTES 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE SITE. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF -SITE. THE DEPTH OF STRIPPING COULD VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLACEMENT. REMOVE AND DISPOSE OFF -SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS MATERIALS. 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED OFF -SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS -OF -WAY. 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. 6. OVER -EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING CONSTRUCTION. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. UTILITY NOTES 1. 2. 3. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN REGION (334-2190). EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. ACHD NOTES 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 2. ALL WATER VALVES, BLOW -OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS GREATER. 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO INITIATING ANY CONSTRUCTION. 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300, EXTENDED BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. 8. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS LINK: HT-rP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. TRAFFIC CONTROL NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND HIGHWAYS. 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ITEMS. 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM THE EDGE OF THE TRAVEL WAY. 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED FOR PUBLIC SAFETY. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO ANY CONSTRUCTION. IRRIGATION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON -POTABLE PIPELINES (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF HE IRPDWS AND AS DETAILED IN SECTION 405 - NON -POTABLE WATER LINE SEPARATION AND ISPWC STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION FROM DEQ PRIOR TO ANY DEWATERING. 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30'. 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC STANDARD DRAWINGS SD-301 AND SD-302. 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF FINAL ACCEPTANCE. 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 400. TEST PRESSURE SHALL BE 150 PSI. 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45' PROVIDED THE PIPE BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO CONSTRUCTION. CL - CENTERLINE N - NORTHING CO - CLEANOUT OHP - OVERHEAD POWER E - EASTING PC - POINT OF CURVATURE ELEV - ELEVATION PI - PRESSURE IRRIGATION EP - EDGE OF PAVEMENT PS - PRESSURE SEWER FL - FLOW LINE PT - POINT OF TANGENCY FLG - FLANGE R - STATION OFFSET RIGHT GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE HP - HIGH POINT SD - STORM DRAIN INV - INVERT SDMH - STORM DRAIN MANHOLE ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP CONSTRUCTION SS - SANITARY SEWER L - STATION OFFSET LEFT SSMH - SEWER MANHOLE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE LIP - LIP OF GUTTER SW - SIDEWALK MA - MATCH EXISTING TBC - TOP BACK OF CURB MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE MW - MONITORING WELL LEGEND BOUNDARY LINE - - OFFSITE BOUNDARY LINE SETBACKS - ROAD CENTERLINE LOT LINE LINE RIGHT-OF-WAY LINE O FOUND 1/2 INCH REBAR 00 FOUND 5/8 INCH REBAR FOUND BRASS CAP ® FOUND ALUMINUM CAP 0 CALCULATED POINT PROPOSED IMPROVEMENTS S SEWER LINE W WATER LINE SD STORMDRAIN LINE PI PRESSURE IRRIGATION LINE 0 SEWER MANHOLE wv WATER VALVE ® WATER METER FIRE HYDRANT WL -------- / SINGLE WATER SERVICE W__< DOUBLE WATER SERVICE DRAINAGE ARROWS EXISTING IMPROVEMENTS SANITARY SEWER LINE WATER LINE GAS LINE OVERHEAD POWER LINE GRAVITY IRRIGATION LINE SEWER MANHOLE WATER VALVE WATER METER FIRE HYDRANT POWER POLE POWER BOX EDGE OF PAVEMENT EDGE OF GRAVEL 0 TREE DECIDUOUS -2645 - - EXISTING GRADE CONTOUR 0 0 z z0 O Q 75 Q Q z m Q Z Q 0 Lu J J O z Lu 0 Lu J V G } z 0 U Q V Lu 0 km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 19 -EP _ — — 4111, TP2-16 EP 0 EP EP EP EP EP EP -EP-_---=EP ,,, EP EP�_f CEP—EP _ -EP LEGEND FEEMEMEME/z REMOVE EXISTING PAVEMENT / / / / / / • DITCH REMOVAL SHEET NOTES KEYNOTES A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301 AND ACHD B. OVER -EXCAVATION IS ANTICIPATED IN AREAS WHERE STANDARD SUPPLEMENTAL DRAWINGS SD-303 AND EXISTING OPEN DITCHES ARE PROPOSED TO BE REMOVED SD-806. IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS 2. REMOVE ASPHALT PAVEMENT. OF THE GEOTECHNICAL ENGINEER FOR DITCH EXCAVATIONS. ALL EXCAVATED DITCH SUBGRADES SHALL 3. REMOVE GRAVITY IRRIGATION OPEN DITCH. SEE SHEET 9c, BE INSPECTED BY A TESTING COMPANY OR THE NOTE B FOR ADDITIONAL INFORMATION. GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF PIPE AND/ OR BACKFILL OF THE DITCH. 4. REMOVE GRAVITY IRRIGATION PIPE. 5. RETAIN AND PROTECT GRAVITY IRRIGATION PIPE. 6. RETAIN AND PROTECT GRAVITY IRRIGATION STRUCTURE. 7. REPAIR IRRIGATION BOX CONCRETE WALL. 8. REMOVE 121 LF OF 42" RCP. 0 100 200 300 9. REMOVE CONCRETE HEADWALL. 4) Plan Scale: 1" = 100' 10 RETAIN AND PROTECT CONCRETE FLARED END SECTION SCS INVESTMENTS LLC SO421438450 2529 I 14 PROJECT BOUNDARY 2 2530 ACHD SO421438401 ^- - - - - - - - - - - - - - - - - - - - - 17 I } w 3 2y w o SCS INVESTMENTS LLC I SO421347125 ? _� 2 0 F 0 — — — — — — — — — — — — — — — — — — — — — — — — — — in — I 2s3j SCS INVESTMENTS LLC SO421347102 2sss --------------------------------------- ----- ----- 16 2530 s29 2S`?x s29 2 37 � �a�� 4 N I SCS INVESTMENTS LLC SO421438450 2532 I \ `.'�/ 4-18 SCS INVESTMENTS LLC 2528 2530 50421347150 2 17 HEADWALL( S29 42" CONC PIPE F� \ INV:2524.97 7 0' 3 4 % 8 0 14 W 16 ' fc 2529 — �\PERMANENT EASEMENT No. 1 17 ,>,-- PER INST. No. 114048156 18 3 13c �\ 3 5 17 m \ 3 a oP 3 14 0 2532 11 2S37 - da — - T0FP Tp� _ _Ep -TOE CEP �d01� $ .I —LF EP M EP EP EP EP EP EP W. CHINDEN BLVD. — EP EP— EP EP E-- P I —��EP I 2s32 I till I 2530 HEADWALL (D i 5-16 PERMANENT EASEMENT No. 4 PER INST. No. 114048156 3 12 5 G G G REFER TO PLANS BY KITTELSON AND ASSOCIATES FOR DEMOLITION WITHIN ITO RIGHT-OF-WAY AND RIPRAP. a 11. REMOVE CONCRETE FLARED END SECTION AND RIPRAP. 12. REMOVE IRRIGATION PUMP AND FURNISH TO OWNER. 13. REMOVE EXISTING GRAVEL ROAD. 14. RETAIN AND PROTECT POWER POLE. 15. RETAIN AND PROTECT OVERHEAD POWER LINE. 16. RELOCATE POWER POLE. DEVELOPER SHALL COORDINATE RELOCATION WITH IPC PRIOR TO CONSTRUCTION. z O 17. RELOCATE OVERHEAD POWER LINE. DEVELOPER SHALL N w COORDINATE RELOCATION WITH IPC PRIOR TO - CONSTRUCTION. 18. RETAIN AND PROTECT GAS MAIN. 19. RETAIN AND PROTECT WATER MAIN. CONNECT TO SYSTEM PER WATER IMPROVEMENT PLAN. 20.RETAIN AND PROTECT SANITARY SEWER MAIN AND MANHOLE. 21. RETAIN AND PROTECT SANITARY SEWER MAIN AND CLEANOUT. CONNECT TO SYSTEM PER SEWER IMPROVEMENT PLANS. oz 2-18 22. REMOVE SIGN AND FURNISH TO OWNER. 12"w 12"w a a n O A J N �1 V 2S4 z O o 2 Lu O Q � Q 5 - �WWAV E RTO I DR. > — z 22 1 Q z Q m Q Ln 6 • Z) Q z 2 4 N O - 0 Lu J z _ O O —Is 8 S 21 z � I N FAIRBOURNE x SUBDIVISION No. 2 Lu 23' HARRELL LATERAL _- EASEMENT PER FAIRBOURNE SUB No. 2 I I I E N G I N E E R I N G _ 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com — — 18 5 _ — _ _ — DESIGN BY: LICK DRAWN BY: LICK iot i 30"Gi 30"01 30"Gi 0 30"Gi CHECKED BY: LICK 6 2,, OP oP—n— — - EP • EP EP EP — DATE: DULY 2022 5 — PROJECT: 21-240 SHEET NO. P EP EP EP EP EP EP EP EP EP � EP EP EP EP C1.2 z O V z O Of O LL Z I Z J Lu of CL KEY MAP W. CHINDEN BLVD. i a O Rio m Z 30.59 LIP/GB +52.21, 27.801 g 10+00 Rao` SEE ROADWAY PLAN SHEET C2.8 L - 917i44 30.96 TOC +65.49, 27.921 30.42 FL SEE DETAIL SHEET C2.19 E 30.81 PT 30.48 GB 30.83 31.28 31.74 32.19 32.64 " +77.03, 18.001 +22.56, 18.001 +00.00, 18.001 +00.00, 18.00'L +00.00, 18.00'L +00.00, 18.00'L +00.00. 18.00'L 0,25g 1 11+00 0.71% 12+00 0.45% 13+00 14+00 W. WAVERTON DR. 15+00 0.45% 16+00 t 4- - - - - - S - - - - - - �I o CI 0 l 1 0 1 0 1 1 08% 3 N N 18"SD 18"SD 30.71 CL 30.38 CL/GB 30.73 CL --- - ---- 31.19 CL ---- 1 1 -- -- 31.64 CL-----------V32 32.09 CL----------- -32.54 CL --- < x 0.00' 0.00'L J +00.00, 0.00' m o +00.00, 0.00'R +00.00, 0.00'R +00.00, 0.00'L +00.00, 0.00'R D.81 P, _ _ _+22.56, 30.81 PT 30.48 _ _ _ _ GB _ _ _ 30.83 i � 31.28 1 1 1 1 31.74 .19 32.64 ° x +76.97, 18.00'R +22.56, 30.46 FL 18.00'R +00.00, 18.00'R J I +00.00, 18.00'R O +00.00, 18.00'R +00.00, 18.00'R +00.00, 18.00'R +65.49, 19.74'R U g E 31.02 TOC +65.49, 27.89'R W. WAVERTON DR. PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD w N NOTES. U B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS Z AND SIGNAGE PLAN. J w C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. W D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. U = E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO N TOLERANCES WILL BE ALLOWED. w F. ALL STATION AND OFFSET LABELING RELATED TO EACH Lu SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. V) G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS. 9.ri44 2541 2541 0 2538 o + 2538 II o II ZO n N N a� N M O 2535 N 'I N 2535 zJ -w wll o� 0w 0 w FINISHED GROUND 2532 2532 -0.71 0 J 2529 EXISTING GRO ND 2529 2526 O 0 2526 N EXISTING GROUND CENTERLINE 2523 FF FINISH GROUND CENTERLINE 2523 Q� M Q� cj O W m m W^ w d- W 7 O O O �O M O h r N O N co M N 7 o N �f1 co r cD N W O N M N O cp M cp O �'l O O O m N O m N O m N O O M O O M O O M O O O I!] O M M O r'1 M O I!] M O r'1 M O r'1 M O r'1 M Y1 N M] (V M N M1 (V M (V M (V if1 N u1 N N � N N M N N N N N N M N N N N N N N N N � N N N �� N N � N N N N N ifl N N N N N N N N N N N N � N M u] � N n N lo � N n if1 N N n N N N n N N N N N N N N N N N N N 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. a 0 O Z ZO O= c.n p Q Z m Q Z Q N � Q Lu Q J J O Ln Zw < J J E: O H a Z Z z � a Lu z O� d C) Z O Q Lu Q Q O�' Of km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.0 KEY MAP W. CHINDEN BLVD. 33.12 CL/GB +27.43, 0.00' 32.99 PC 32.85 LIP/GB +78.34, 18.001E 33.07 PRC 112.53, 19.531E 33.25 TOC SEE DETAIL SHEET C2.19 ' N +86.64, 15.501E 33.24 TOC +57.43, 20.121E 32.71 FL N +97.43, 20.121E +57.43, 12.651E u 32.70 FL +97.43, 12.651E 33.08 PRC 15.501E 33.57 34.02 34.47 34.92 ' 2' 32.84 LIP/GB Z+68.22, 33.01 PT/GB +00.00, 18.001E +00.00, 18.00'L +00.00, 18.001E +00.00, 18.001E W " +12.33, 19.531E +76.51, 18.00'L ------------------ - - - - - - w r 2 Z m' 1 IO-W/ 3 0.45%- 17+00 ,� 0.48% m N r _ . 2 32.84 LIP/GB m m 32.70 FL +97.40, 12.65'R 33.24 TOC /-� +97.40, 20.12'R 33.07 PRC N O+86.61, 15.50'R z 32.99 PC O' 5 +78.31, 18.00'R lw SEE ROADWAY PLAN �� SHEET C2.11 L. � IZ O p. 3R D3 0 42% 0.4557 � 1 18+00 0.45% o 0 � 19+00 W. WAVERTON DR. 20+00 0.45% 21+00 0 � � C11 22+00 45% 3 �32.91 CL/GB o7-1 0 10 p +76.48, 0.00' 1 + 0 O 1 1 o ° N N 1 N n 18"SD 18"SD ° ... I-------------34.37 :.---------- 2 -..------ ------------ ----- ----- -- ° 33.01 PT/GB - - .+76.48, 18.00'R - - - - - - - J 33.47 CL 33.92 CL +00.00, 0.00' m p +00.00, 0.00' CL +00.00, 0 00' 34.82 CL +00.00, 0.00' 33.08 PRC 33.57 1 of 34.02 34.47 34.92 ' 1 +68.19, 15.50'R +00.00, 18.00'R +00.00, 18.00'R +00.00, 18.00'R +00.00, 18.00'R 32.71 FL �'. +57.40, 12.65'R U BLOCK 2 E in ' 33.25 TOC ro +57.40, 20.12'R I° 32.85 LIP/GB �.7 +42.50, 19.53'R W. WAVERTON DR. PLAN AND PROFILE 0 30 60 90 Plan/Profile Scale: 1" = 30' 9547 0 3 6 9 Profile Vertical Scale: 1" = 3' SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD W NOTES. W B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS V) AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. lu D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. Z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. J F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD U ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS. Q KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 9.ri47 2544 2544 0 2541 N 6 N 2541 + N 66 ) Uk W m m N 2538 <2538 U II m muj w o II zw �� 2535 2535 FINISHED GROUND 0.45% 0.45% -0.42% 2532 2532 EXISTING GROUND 2529 O 2529 0 N EXISTING GROUND CENTERLINE 2526 FINISH GROUND CENTERLINE 2526 I� O m O � O m Nm 1 W m O mcND NM N nI� M 0O N ^ ON W n McV NON N N 4 4 4 4 4 M NM N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 a 0 O Z ZO O= c.n p Q Z m Q Z Q N � Q Lu Q J J O Ln Zw < J J E: O H a wZ z � a Lu z O� d I) Z O Q Lu Q Q �. 0� Of km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.1 KEY MAP W. WAVFRTnN r1R W. CHINDEN BLVD. -�, A PT +62.97, 18. 18.001E D 1 36.38 PC +43.95, 18.001E 1 36.20 TOC +14.61, 26.001E = 35.60 FL 36.64 GB - - - +14.61, 17.501- - - --+69.13_18.001 36.54 TOC +23.71, 26.001E 35.94 FL +23.71, 17.501E 36.37 GB +35.21, 18.00'L .� - . 1: . - Z o m l 0 f 1 3 1.02% R9796' r, 6.401 3 1 1.02% 23+00 0.40% 24+00 0.80% m1 036.54 CL/GB 3 + m l o 1 3 +69.13, 0.00' � r 2 2 m 35.96 PC 36.28 CL/GB m +03.11, 18.00'R - - _+35.21, 0.00' _ J 1 35.54 FL I 36.37 PT/GB +14.61, 19.75'R 1 36.09 TOC > +35.21, 18.00'R ¢ 35.80 FL N +14.61, 27.90R +23.71, 19.75'R Y a 36.35 TOC BLOCK 2 ' O +23.71, 27.90'R OSEE ROADWAY PLAN N SHEET C2.6 II` I III z W. WAVERTON DR. PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 95)-)n SEE DETAIL SHEET C2.19 E 36.89 +00.00, 18.001E 25+00 v W. WAVERTON DR. - � T 38.42 +41.03, 48.001E 37.79 FL +39.29, 36.51'L� 38.22 TOC +31. 36.511E 38.8.04 TOC 4 +22.51, 27.891E 37.46 FL +22.51, 19.741E 37.78 PC/GB +11.03, 18.001E f 0 0 26+00 N o 0 3 2 - - - - - 36.79 CL c) - - 3 37.39 FL +00.00, 0.00' m o 36.89 +22.51, 17.50'R 37.99 TOC, +00.00, 18.00'R +22.51, 26.00'R E 'Co in "' BLOCK 1 O 38.29 CL +57.53, 48.001E 38.42 r +74.03, 48.001E 37.78 FL +75.78, 36.511E 38.24 TOC +83.93, 36.511E 4 38.11 TOC +92.55, 27.891E 37.53 FL +92.55, 19.741E 1 37.96 PT/GB 38.53 �j +04.03, 18.001E +00.00, 18.001E- 3 ,n o, `�. m , 0.80% 0.42% 27 38.05 CL/INT +57.53, 0.00' y� b\, l C a O. 38.15 GB +57.53, 18.00'R "'f 0 0 N1I 0 28+00 �m IU 39.31 1 w - _+30.18_18.00'L w 39.22 CL t$ 1 W Z+30.18, 0.00' w 0.60% 29+00 - - - M� 6 - I 1 w 4.14% 0� t,/6.21 % 69 z_ of'�� 2 J - 2 1u 5 a 39.06 l +00.18, 48.00'R 38.6FL ' +06.73, 28.50'R 18"SD 18"SD 18•SD ___ 2_ 37.86 CL/GB 38.43 CL V7.96 _+04.03, 0.00'_ _ _ _+00.00, 0.00'- - - -J GB 38.53 +04.03, 18.00'R +00.00, 18.00'R 37.52 FL 38.71 PC +92.55, 17.50'R +29.18, 18.00'R �38.12 TOC 38.81 TOC +92.55, 26.00'R +43.30, 28.52'R 38.42 FL +52.65, 28.52'R 39.06 +59.18, 48.00'R 39.27 TOC +16.05, 28.50'R 39.31 PT +30.18, 18.00'R 1).1:-).�)n 2547 2547 2 _ N o o 0 + r N 2544 + N r`�j II II o II ¢ 2544 N N O p N W M ON ¢� F to ¢op N N N U N II cN m 2541 O U c 11 N w Z w o o 2541 N o II m w Z wII 0 Q J 0W 0 0% 2538 FINISHED GROUND % 0 42% 2538 0.80% 02% - .40% 2535 EXISTING GROUND 2535 2532 0 0 N N 2532 N EXISTING GROUND CENTERLINE 2529 FINISH GROUND F CENTERLINE 2529 O7 M n M M w � m c0 N pl N N N c0 N 0 W n ^ O � O r N O N 7 pl c0 M W O ^ O w r O� ^ 0 M O r o 7 N r O c0 r O7 r r pl n r N o n M h co O� 7 O c0 oo N � i'] O M] O M � � M � M � M � M ^ ^ � � M � � M � N N N N N N N N N N N N N N N N N N N N N N N N 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70 27+00 27+30 27+60 27+90 28+20 28+50 28+80 29+10 29+40 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 4. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 5. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 6. INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708. a 0 Zw < J J E: O LU Z Z � a Lu Z O� C) Z O Q Lu Q Q O/ Of km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.2 Z O V D H N Z O Of O LL O Z I �N I..L Q Z J Lu of d KEY MAP W. CHINDEN BLVD. �7'' SEE DETAIL SHEET C2.19 i E 2' 39.73 40.33 40.93 41.10 PC/GB ___+00_00, 18.00'L___________+00.00_18.00'L_______ ____ +00.00, 18_00'L ______ +28.61, 18.00'L r z m I m m m �- 0.45q 33*Op 1 m' +00.00, 0.00' +00.00, 0.00' o +00.00, 0.00' 41.01 CL/GB 39.73 40.33 40.93 +28.61, 0.00' +00.00, 18.00'R +00.00, 18.00'R j C-) +00.00, 18.00'R 41.10 PC/GB +28.61, 18.00'R N E I m A O ra 2 ' 11v 1 c� 0.60% W WAVERTON DR. 32+00 N -30+00 -31+00 - - to ' 0 1 N O N - . _f _ - - - - - - - - - - - - - - - - - - - - - - - - - - 40 39 63 CL 23 CL - -'.- - - - - - - - - - C- - - 40 83 L - W. WAVERTON DR. PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 955.3 41.55 CL/POC +50.00, 0.00' 41.65 POC +50.00, 18.00'R 41.65 POC +50.00, 18.001 V� 4f LV '7 5.5.3 2550 2550 N + N 2547 2547 aY L m 7 N w CD II 2544 2544 45% 2541 FINISHED GROUND 2541 0.60% EXISTING GROUND 2538 2538 2535 2535 EXISTING GROUND CENTERLINE 2532 FINISH GROUND F CENTERLINE 2532 /O In O m OW r IC!� rI�'1 � n 7 v N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 29+40 29+70 30+00 30+30 30+60 30+90 31+20 31+50 31+80 32+10 32+40 32+70 33+00 33+30 33+60 33+90 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. a 0 O Z ZO O= c.n p Q Z m Q Z Q N � NQ Lu I..L Q J J O Ln zw < J J LL O H a wZ z � a L.0 z O� d I) Z O Q \w Q Q O/ Of km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.3 KEY MAP W. CHINDEN BLVD. -�, A V�I 2 \ �J \ 3yx \ �, \ OO \ OA \� 5.70, LIP/GBH \e 23.441 3 42.27 TOC +60.97, 25.99'R \e. 41.67 FL \ •.' +61.06, 17.50'R \ \ p. 42.24 CL/INT +01.43, 0.00' \ 42.33 POC/GB +01.43, 18.00'R \ 42.10 PRC +49.83, 18.00'L 41.66 FL / +57.69, 19.26'L 42.23 TOC +56.39, 26.861 ' 42.36 TOC +62.13, 34.291 4 42.56 / +70.50, 43.521 / 41.92 FL / is /+70.75, 35.07'L/ 42.58 +12.43, 43.92'L R69 �% 3 5 / 41.95 FL a / +15.65, 34.981 A 42.35 TOC N 4 I N'_ +25.28, 35.201 3 42.12 TOC / b\ +37.13, 27.021 I' � ^ r 41.55 FL 829 ,r +36.78, 19.20'L 41.85 PCC \ 00 R30+48.27, 18.001 3 \1.. 41.76 CL/POC +48.27, 0.00' BLOCK 1 \ 42.11 TOC O+35.42, 25.99'R 41.52 FL / +35.42, 17.50'R 41.85 POC +48.27, 18.00'R (1 � \ wq�FRTO� OR 36X00 1 y 039 40.86 C%GB? +35.36, 0.00' 40.96 PRC/GB +35.36, 18.00 R F 41.20 TOC_/ +47.60, 28.50'R 40.75 FL/ +55.94, 28.53'R W. WAVERTON DR. PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 255.3 SEE DETAIL SHEET C2.19 e �N 40�+35�.36, 96 GB O 41.36 PT _ +96.28, 18.001 41.6t MA +17.69, 17.741°. 0.657 37+00 i \_41 .4t MA +17.65, 0.04'R \41�.4± MA r +18.07, 18.33'R 40.94 LIP/PT +95.51, 16.00'R 41.53 TOC z +01.76, 28.63'R 40.98 FL m O +93.16, 28.55'R d I ' a SEE ROADWAY PLAN N SHEET C2.15 r e 5.5.3 a 2550 N 2550 n M O + M + + D M N N M 2547 Z � N Q II � o N 2547 n In y W Y > N !Y Zw W W N m U II m w l LJ o o � 2544 9�. W Zw 2544 FINISHED GROUND 0.45 2541 -4, 0.65% .65% -0.77% 2541 EXISTING GROUND 2538 2538 2535 C N 2535 EXISTING GROUND CENTERLINE 2532 FINISH GROUND CENTERLINE 2532 I- ^ m r O N N N O NO N N N a a N ZT N a N v N a N : a N s v N a N a N s N a v N N N N N N N N N N N N N 33+90 34+20 34+50 34+80 35+10 35+40 35+70 36+00 36+30 36+60 36+90 37+20 37+50 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 4. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 5. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 6. INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708. a 0 O z z0 0 Q z CIO Q Z Q N � Q Lu Q J J O Ln z Lu < J J Li O LU Z Z � a Lu Z O� C) Z O Q Lu Q Q �. 0 Of � km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.4 KEY MAP \AI WAX/CD-1 - W. CHINDEN BLVD. -�, rs REFER TO PLANS BY KITTELSON AND ASSOCIATES FOR DEMOLITION WITHIN ITO RIGHT-OF-WAY 10+00 11+00 9544 1 32.12 o CO 32.12 +78.96, 72.401 j BLOCK 2 +48.00, 73.86'L Q �� 32.10 SEE DETAIL SHEET C2.19 32.10 o +78.73, 67.411 J 4 1 +47.65, 66.5931.53 FL O 'L � �� � c 31.56 FL I +80.05, 55.52'L m in +46.18, 57.111 31.97 TOC 1 N ----_-p m- - - ------------ -- +88.235713L O ---31.09 GB 31.99 TOC 12 31.PT/GB m +38.24, 57.48 -+01.09, 48.501 - 3 +08.69, 36.001 - - - - - - - - - - - - - IF +15.48, 48.50'L ta•sD 1e^SD °^ 1e•sD ° 5.43% o o y�5.30% 31.78 PC o i +12.21, 37.391 as.,e� 1 � p gyp, �M 8 Q o o r, "I o 31.98 CL/GB 0.97% 12g00 0.42% N. RUSTIC OAK WAY 13+00 0.60% 14+00 +08.69, 0.00= 32.44 CL 31.60 CL/GB 32.27 CL/INT N +15.01, 0.00' +00.99, 0.00' o� +60.00, 0.00' o 0 N 32.17 CL/AP +37.1 1, 0.00' 1 �O ® p V 5 E� -- � 5 -- - - - - --------- �,., . 32,18 m 31.56 PC +14.64, 36.00'R of +53.90, 36.00'R u 31.83 TOC fl - +73.86, 54.21'R L, 31.34 GB-iD +82.06, 54.29'R +00.99, 36.00'R 32.00_/ BLOCK 1 +83.90, 66.29R 32.04_/ O2 +83.86, 70.18'R I N. RUSTIC OAK WAY PLAN AND PROFILE 10 �s 0 5.27% �' 31.93 PT 0.^ - +42.47, 36.00'R 3 3 32.20 TOC +24.59, 54.70'R 31.78 FL +16.51, 54.62'R 4 32.38 I0 32.44 , 65.47'R 32.44 +14.86, 70.47'R L - - J 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 31.72 GB +08.69, 36.00'R O SEE DETAIL SHEET C2.19 c� r O I m O G 32.81 ' 2 l 1 2 r t� Iz o rn o , N 1.20% 15 1 33.08 CL� rn +00.00, 0.00' ' rn o ' 0 N , m rn � 2 ----32.81 ' l +00.00, 36.00'R N G 9544 2541 In 1 2541 a oDO + 7 m o + a 2538 II NN II Q 2538 21 N N N m w> w II 2535 II w z Zw o 2535 w FINISHED GROUND 1.20% 2532 -o.s7% 0.42%, 0.60% 2532 EXISTING GROUND� 2529 2529 2526 O o N N o N N 2526 EXISTING GROUND CENTERLINE 2523 FINISH GROUND F CENTERLINE 2523 N N O N o cD Ip M^ N O o O7 co N O 7 M N 7 Il) 7 O o M cD M^ N cD N o N N N cV M] r7 M M] M] r7 M] O r7 M O M M N O M M cV O � M N O M M cV o � M N M M cV � M N) � N N N N N N N N N N N N N N N N N N N N N N N N N N N N 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 4. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. BARRICADES SHALL STATE 'THIS ROADWAY TO BE EXTENDED IN THE FUTURE." 5. INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708. a 0 0 z z0 0 Ln Q Q z m Q Z Q N Q Lu Q J J 0 13- z Lu Q J LL Z 0 Lu Z G Q Lu Z >a 0 } C� a G Y - Q } O >Q U_ N Q Q °C 0Z Of km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.5 KEY MAP W. WA\/FRTr1N r1R W. CHINDEN BLVD. O I I I I � 33.29 TOC BLOCK 2 O 36.13 TOC +34.54 45.871 1 +28.65, 45.52'L 33.44 TOC SEE DETAIL SHEET C2.19 FL - +96.31, 44.94'L C +34.54, 377 5'L D / r - - -33.26 PT/GB `l - - 34.23 35.25 GB r 35.99 PC / _v 3 +05.77, 36.00'L +00.00, 36.00'L -----------+00_01, 36.00'L ----- --------- +23.05, 36_00'L 2 �- M 45„Bl ^' ° 301 45„Bl 45.81 1 y0 3 Q -55% 32.69 FL O. �9q 1 r 1 +28.26, 37.35'L 32.86 z, +96.31FL37.01'L 33.03 PC m +17.81, 36.001 01 0 ' N N 00 Nt 0.60% 16+00 1.02% 1.20% _ �% 17+00 -34.49 N. RUSTIC OAK WAY 18+00 - -35 0.60% - - 19+00 - - 33.53 CL/GB- 3 CL� .51 CL/GB m +60.26, 0.00'„ +05.77, 0.00 0 0m +00.00, 0.00' +00.01, 0.00' o V), 32.95 PC 0 32.84 FL +11.61, 36.00'R +96.31, 37.00'R 1 32.65 FL 1ZIE y1% 3 +24.70, 38.45'R, 0� 1 1 1 m 1229 b 3 O. -i rn 2 2 - ------------------ 33.26 PT/GB 34.23 --- - - - -- 35.25 GB_ A'U+05.77, 36.00'R +00.00, 36.00'R +00.01, 36.00'R 33.21 TOC +24.32, 46.63'R 33.37 TOC BLOCK 1 O. +96.34, 44.90'R SEE ROADWAY PLAN O SHEET C2.13 N. RUSTIC OAK WAY PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 9547 I I� I o I< z I, O I� w I'a I � p% 35.67 LIP/GB +43.31, 41.231 36.54 CL/INT +71.05, 0.00' 0.809, - - ------------35.49 PC m 0 [ +22.96, 36.00'R o 1 35.60 FL 0 +34.46, 37.75'R °'.I$i 36.17 TOC =A +34.46, 45.91'R °I I ®I SEE ROADWAY PLAN SHEET C2.2 I 11 9ri47 2544 b + 2544 0 m N N16 +_ v a� z� N 2541 + �� 2541 II �N NII o_ �0 N� m II ED ~� zw - Z ON 1 N M < CD 2538 w WN 2538 w> ZW w wu <� - C, w 0.60 2535 FINISHED GROUND 2535 1.02% 1 2 % -0.60 a EXISTING GROUND J 2532 2532 2529 2529 VI N EXISTING GROUND CENTERLINE 2526 FINISH GROUND F CENTERLINE 2526 cD N O O� a N (V O m ID (V N w O NJ 1 w 11 NJ N m r N) W N 7 m 7 O O if] N Ul if] � 1 Ln m 7 I� m N U] 0 1)cD N O a O7 M M N1 M � Ih M N1 M] N1 r"1 N1 r"1 N1 M a M] M a M] M � Ih N M M N M M � M] n � M M ifl ifl N N N N N N N N Ln N 'n Ln N 'n 0 N 1 N 1 N N Ln N 'n Ln N NI N 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 SHEET LEGEND *\\-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. a 0 Z O N Lu 0 z z0 0 75 Q Q Z m Q Z Q N � Q Lu J J z Lu Q J � 11 Z 0 Lu Z G Q Lu Z >a 0 } �a Y - Q } O Q U_ N Q Q °C 0Z Of km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.6 KEY MAP W. CHINDEN BLVD. -�, A 29.26 PT 29.22 CL/PT +27.29, 37.171 +63.51, 0.00' 29.54 POC 28.84 GB r+92.02, 20.001 3+00 0.80% SEE DETAIL SHEET C2.18 28.8t MA +64.05, 27.001 B 3 28.68 PT +64.04, 26.001- 0 J 27.90 PC +58.04, 20.001 27.77 GB N +25.00, 20.00'L \ 0� 0 0 4+00 N 0 SEE DETAIL SHEET C2.18 ' Oq IN A �U 1 28.2t MA +73.18, 27.001 ' W w � 1 4's. ' Lu 0.40% 5+00 N. POLLARD PL. 6+00 =28.2t w 7+00 A 1 W -I MAo 28.2t MA 7.92+2+49.26, 0.00., . I +73.18, 0.00' o -� 0.40% 0.42% 1� 1.02%' z `V ° --- -� W--- -- -x�- . " 0.1 o- 2 . 2 J --- -- +02.97, 0.00' 28.78 CL/GB N N 27.72 CL/GB - - - - - ' 30.29 CL/GB +92.02, 0.00'L- - - - - �_ .� +25.00, 0.00'- - 1 / J 28.84 PT/GB - - ' 2 +94.74, 0.00' 27.77 GB 28.27 GB 28.06 GB ' +92.02, 20.00R o +25.00. 20.00'R +49.26, 20.00'R +99.85, 20.00'R 29.81 PRC/GB oo �sg AN h / 28.96 POC I / +72.76, 26.99'R J I o m 29.26 FL \ LL ASS, o �/ 29.08 PRC / +59.50, 44.67'R / B 0 +27.78, 15.15 \ 9, 22 TOC \ 22.46' 4 �( 29.23 CL/LIP / - +27.59, \ +41.74, 0.00' 29.66 POC/GB B +21.28, 15.50139s 3 ° " 29.28 POC 2 BLOCK2 29.50 CL/POC - - off= \ +78.71, - -SSgy 52.61'R// +19,86, 0.00'- 3 - -" 29.48 PRC / / 11 1 R3 +49.19, 30.82'R / R65.5' 0?0 29.54 TOC 29.50 PC/GB o z +30.06, 25.28'R / +03.04, 15.501 x 29.12 FL / 29.47 GB I ± p +29.55, 17.57'RM / +00.00, 15.501 v 1 29.63 POC/GB 29.32 CL/GB - F -+16.80, 16.78'R- - -/ +00.00, 0.00' I ¢ 529.47 PC/GB SEE ROADWAY L N ,+00.00, 15.50'R 9 N. POLLARD PL. PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 217i41 �A �Q 1 2ri41 2538 0 a 2538 0 m + M a + ¢ m m co N r N N + O m ¢ N H O ¢ M N N N to + 2535 Nm yN NNy� �N 2535 W N W N Q N m W � � 7 ¢ m m m �Nm II m II p w� F N Nc0 NO p>> II Q ¢Zj of p II �� Of U' J o mN N� YN �uNi N y0o ¢o J 7W W J ¢ r� 7 �j W W W p ¢ W W N m II of m 2532 ofw m II o W II 2532 M�j �w �w U W FINISHED GROUND 2 00% 0.90% -1.50% -1.55q 2529 2529 EXISTING GROUND -o. 0% 0.40% .4 02% 1.02% 2526 2526 2523 p 2523 EXISTING GROUND CENTERLINE N 2520 FF FINISH GROUND CENTERLINE 2520 O N o o N O O o N I� o m N If1 N In N r� h O DI N O In o I� N N DI m N DI N M N^ N N N M M t0 m to m N N N M] N M] N 6 m N N of a) N N .� Ib a) N Ib a) N Ip o N Ib N ^ N N ^ ^ N ^ oo N Ib N N Ib N Ip w N N Ip w N N Ip Ib N N Ip N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708. a p z O N Lu I Ln z Q Lu i J <L H O za Lu Z Lu Q Z O� 5� J G � } Q Q J `SJ J / 02 az If km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.7 E c 0 C 0 KEY MAP W. CHINDEN BLVD. -�, A U Lu ' W ' L 1 W' L.L. W' 1.02% 5Q 1 G ' SEE DETAIL SHEET C2.18 U 7+00 N. POLLARD PL \_29.Ot MA 00 +00.00, 0.00' N 1 1.39 \_29.08 GB +00.00, 20.00'R A BLOCK 2 O 31.27 CL/GB 31.07 CL/INT +88.08, 0.00' +36.05, 0.02'R 30.7t MA 30.4f MA +61.83, 13.761 -"+09.08, 13.29'L 30.8f MA d3 � 3 d3 d d3 d3 � � d3 +29.59, 0.00' 30.8t MA 0 0 8+00 o 9+00 10+00 +09.08. 0.45'L 0.93% c�i_ _ c�i _ 0.42% N 31.0t MA 3108 GB o +61.83, 20.00'R 30.79 +61.83, 0.00' o I . o +23.59, 20.00'R 0.63% 6� �"� e (V d3® ��30.5t MA 1 04 ­.. , ._. ,.. ,, ° 1 +09.08, 11.03 R - - - - - - - - - o-�, 30.46 LIP/GB x e \ +91.08, 1 1 .00'R �+ +29.59, 18.00'R 30.92 PC 30.40 FL/GB X +84.08, 20.00'R j +29.59, 19.50'R 30.49 FL O 0 30.52 FL �`� Z +72.63, 21.73'R A +48.59, 19.50'R 31.32 PC/GB ' O ' 30.98 TOC ZE 30.97 +88.08, 20.00'R +72.63, 29.88'R +54.59, 20.00'R 1 > ,.° 30.59 LIP/GB * °.', < I +63.86, 25.20'R . SEE ROADWAY PLAN SHEET C2.0 I N. POLLARD PL. PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 7541 ?541 rn op o 0 03 O N p + �° + 00 M + Q O 2538 2538 O Q ~6q N N� N Q 0" H N� �O 11 O + r N Y O M QY aY W M N O N Q�p N O II �N N W m N m S N �,'� 2535 N o m 11 W 11 0 11 0> m" 2535 Q W W W O W _z W 1+J m m N O W W11 Ej 2532 CD FINISHED GROUND 2532 0.63. '93 ` -0.42% -0.42% � EXISTING 1.39% GROUND 2529 2529 2526 2526 2523 2523 EXISTING GROUND CENTERLINE 2520 FINISH GROUND CENTERLINE 2520 �O W m ifl O M O� cD r N N �O N N m N W c0 O N Q� m 1 p� Q� � r co 00 07 N m N Oi O M O O M M N M O O M O M N N N N N N N N N N N N 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. a 0 0 z z0 0 Q oz m Q Z Q N � N0 Lu I..L J J 0 Ln Z Q Lu J H O za Lu Z Lu Q Z 0 a 5� J L } Q Q J `SJ J / 02 az �. 0 Of km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.0 KEY MAP W. CHINDEN BLVD. I I �I I ,I I " I 29.47 PT +00 00, 15.501 SEE ROADWAY FT P 2 N �/ 9541 28.73 -+00.00_15.50'L - / 1 00 I �/ 0.74% 2+00 --------------- 29.32 CL/GB I 28.58 CL +00.00, 0.00' +00.00, 0.00' 29.47 GB 28.7: 0000,10'F+00.00, 15.50'R +.5.5 I I 28.36 GB +50.00, 15.501 0 6\ 0 28.22 CL/GBJ +50.07, 0.00' 28.36 GB. +50.00, 15.50'R N `O SEE DETAIL SHEET C2.18 � BLOCK 2 NI O in o 5 n r y Q m m 28.74 m z 29.50 +00.00, 15.501 +00.00, 15.50'L C 30.26 +00.00, 15.50'L - 0.76% 3+00 �-W. SAID IX LN. 4+0� 5+00 I I I - Ie I 31.24 PC/GB ,y o +30.44, 15.501/ A ---------- 31-0100.00, ----.--P, V N f 0.76% 6+00 o , - - - - - - - - - 28.59 CL - - - - - - - - - - - - - - - - 29.35 CL - - - - - - - - - - - - - - 30.11 CL - - - - - - - - - 0. - C- 30.87 CL +00.00, 0.00' °' +00.00, 0.00' +00.00, 0.00, +00.00, 0.00' 28.74 m 29.50 I I 30.26 31.01 �• +00.00, 15.50'R 1 +00.00, 15.50'R +00.00, 15.50'R +00.00, 15.50'R l0 31.10 CL/PC/GB D N +30.44, 0.00' O m 31.24 PC/GB W. SAINT CROIX LN. (PRIVATE) PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ?541 2538 0 2538 0 0 O + O VV) � oN Y LjN M Q N N m 2535 �m oII 2535 Q �N m II Q NN Y N ro N I Y (7 J W W of CD ¢ W Y m In N 2532 oII 2532 � U' J W -0.75% FINISHED GROUND 0.76% 2529 2529 EXISTING GROUND 2526 2526 2523 O 0 N N 2523 EXISTING GROUND CENTERLINE 2520 FINISH GROUND CENTERLINE 2520 I� O N N M rN NN 7N N MO7 W N coNOI O N .OI 0 OOI m W 7O7 N O O7 m N M N I]mN Cd � N C N N C N � N N N W N W N � N OI W N m W N N � M N M N O N O N N O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M N N N N N N N 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS. KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-70. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. a 0 Lu J rl z Qa O az z z0 zZ 0 2 Lu Q Lu Q z O > m Q Of a Z Q N p[ Z Q w J Qo J Q U 0 13- Q~ z O a lam E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.9 z O H V D H N z O U Of O LL O Z I Q Z J Lu a KEY MAP W. CHINDEN BLVD. BLOCK 2 r rl SEE DETAIL SHEET C2.18 O F - F -1 I I 31.36 TOC D � 0 +72.99, 23.50'L N t 31.36 TOC +10.00, 23.50'L 30.75 FL +72.99, 15.39'L N n rN, U 30.64 PT S� +10.87, 15.50'L 30.74 FL +10.00, 15.40'L °. '< 30.77 LIP 3 50'L N H t 30.69 TOC 29.92 GB 30.00 CL/INT 31.15 ,� 316155,GB m 31.95 w V +19.37, 23.50'L +05.99, 15.501 +41 44, 0.00' +01.50, 15.50'L ° ° +81.49, 15_50'L +00.00, 15.50'L - ----- -- S 30.10 FL ��--2=-=' -T -------- ° °-.--.-.-- 2 ° -.-- °°; -.L ------ -- °.:. °° - - �. {-� m �° m T -® - - 2 ° - - - - - - - - - - - T T --�- is so.� - V' o. ., +19.37, 15.00'L - - - - - - _ _ie=so - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' L- - - - - - - - - - - - - -- - - - - -- v o 0 30.76 LIP 1.16%17.139 b` W 2+00 3 �" o 0.75%- N 1 , N�RUM RIVER LN. 1 9+08 - o f-+05.95, -0.62% - N 13.50'Lt0+98 - - 3 0.60% L - - 3 rt19� - 1 --0.67%- - 12+60- 0 -�� N - --- w P�L , I h 75 3 0�--- - - -5+ 1 - - - -- _ _ 0" 5 --tea -- 1 r-ot 30.76 LIP-- 3 - g 3 - - - - 1 - - - - - - --or�N + ♦' o 1` Q� o. ` +05.99, 13.50'R O'�9 �ry0 -1`1 0 o + I _ 30.49 CL/PT +10.87, 0.00' --..-- -=�- --4.70�- T31.01 30.64 PT --------29.78 9 _vo- --- --- ----- ° ° .. --- -- --------°- ----- +10.87, 15.50'R CL/GB 3 3 30.37 PT 31.15 -:° e /-� CL GB 31.81 CL° J 30.10 FL +05.99, 0.00' +76.99, 15.50'R +01.50, 15.50'R ° �� +81.49, 0.00' +00.00, 0.00' +19.37, 15.00'R 29.92 PC/GB 30.49 TOC 30.72 FL I 12 Stl 31.15 GB +81.49, 15.50'R 31.95 t = I 30.69 TOC O ® +05.99, 15.50'R 4 +67.36, 26.00'R p +10.00, 15.40'R LQJ I LIP +00.00, 15.50'R +19.37, 23.50'R � � 30.04 TOC +15.61, 26.00'R � 30.04 FL � � I 31.29 TOC °" � +76. +76.99, 13.50'R t 29.64 FL +58.82, 26.00'R - D +10.00, 23.50'R z 30.73 FL - J +24.15, 26.00'R 30.62 +56.99, 35.51'R '.�-� N z +72.99, 15.39'R t - - - > 31.30 TOC 5 30.13 ,_� Q ° +72.99, 23.50'R � O +25.99, 35.49'R 31.25 CL/INT/GB 6 +41.47, 0.00' I� SEE ROADWAY PLAN SHEET C2.12 N. RUM RIVER LN. PRIVATE PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 7541 9541 a 2538 2538 00 NN II Z O rn � Q DO N U N n N Y II 2535 2535 m II H Z J w J w w 0 w 2532 2532 FINISHED GROUND -0.60% 0.62% 2529 2529 EXISTING GROUND 2526 2526 2523 0 N 2523 EXISTING GROUND CENTERLINE 2520 FINISH GROUND F CENTERLINE 2520 I� N to �D ^ N M O N r DI O N ^ W m � ^ cD M M U] u] O r DI M QI DI O O N 7 N o r O N O a to O a1 Fo N O 0 N 0 0 M] N 0 0 M] N 0 0 M] N 0 op M] Di co N N Di N I�fVj m ^ N N O ^ M N O M N O 0 Nl N 0 O M N Q DI Nl N N O M N O M N M Ln Ln r=l L N N N N M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Ln N N N N N N 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 4. INSTALL TERMINUS BARRICADE TYPE III PER ISPWC STANDARD DRAWING SD-1132. 5. INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708. a 0 O z z0 O= cn p z m Q Z Q N Lu Q J J O I.- Lu N J z LL Q � J Ii � Q Z zQ Lu z �a a Lu /\ Lu 0< G � Z } J Q Lu \w m a� O� If cc Z km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.10 KEY MAP W. CHINDEN BLVD.. 5" � O < z 0� 32.84 LIP/GB ° +32.44, 15.12'L 33.31 TOC Q SEE DETAIL SHEET C2.18 +23.46, 20.24'L 33.12 CL/GB D +23.47, 12.50'L O 32.84 LIP/GB U= O 32.74 LIP +71.52, 15.101 I +18.95, 10.50'L O 33.42 TOC ^ l l 1 0 33.11 PRC ` +80.48, 20.23'L = o K +12.41, 14.00'L FL I z 32.63 GB 33.07 PC � +8048 12.50'L r +00.00, 15.501 +05.88, 15.501 _ 32.98 LIP ----- -- --- - -- - --- 'n °• +84.98, 10.501 < < - 33.49 J I -° +92.47, 14.50'L ----- m - - - - - - -- - - T2}6Cr - -0.67% 1 - - Y+�O-�� - - - N. RUM RIVER LN. - - - - ,0.73% 3 ti �3 7.059, 0.42%-1+68 .I 01---------ir + - 0.73; 3 � A 3 103% -33.33 CL +93.46, 0.00' g `� �ry� ��O• 4 (T� I 33.49 32 997 LIP4.50'R 32.48 CL/GB 33.07 PC +00.00, 0.00' V32.63 +05.94, 15.50'R 32.88 FL +80.48, 12.50'R GB 33.11 PRC 33.43 TOC ^ I p ® +00.00, 15.50'R +12.48, 14.00'R 32.75 LIP Fel aSIZL 3 R ®. ,: 32.854UP/GB N L _ J D +19.01, 10.50'R 3 2.72 FL+23.50, < LQJ +71.52, 15.10'R L I J _ _ _ _ 12.50'R 33.31 TOC I SEE ROADWAY PLAN +23.50, 20.23'R , SHEET C2.1 32.85 LIP/GB +32.46, 15.09'R N. RUM RIVER LN. (PRIVATE 0 30 60 90 0 Plan/Profile Scale: 1" = 30' 9ri44 PLAN AND PROFILE 3 6 9 Profile Vertical Scale: 1" = 3' 9IF) 44 co o- 2541 2541 o 0 + M II U) Q M n 2538 N N w w N 2538 I`3 N m II m II m m o WII Q� U'W Qw C7 W � J 2535 C7 W 2535 FINISHED GROUND 0 50% 0.42 2532 .67% 2532 EXISTING GROUND 2529 2529 2526 2526 EXISTING GROUND CENTERLINE 2523 FINISH GROUND CENTERLINE 2523 N O t0 N O, a r 7 if N m . m It Q r N afl M M M n M M M M M M . M M M M M N N N N N N N N N N N N N N N N N N N 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 4. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. BARRICADES SHALL STATE 'THIS ROADWAY TO BE EXTENDED IN THE FUTURE." a 0 O Z z0 0 Ln Q z m Q Z Q N 0 Lu 2i J J O Lu N J Z IL Q I= J d � Q Z zQ Lu Z G Q a Lu /\ Lu 0 > Cd � G � Z J Q Lu Lu m a� �. 0� Of cc Z km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.11 KEY MAP W. CHINDEN BLVD. -�, A ■m 1� IU 33.10 1 w +00.00, 15_501 W - 10 w I __st9Q____ o +N---------j W -__ o � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 31.59 18'SD 18"SD +03.55 15.50'R I - 31.48 TOC +12.07, 23.501 31.02 FL +12.06. 15.40'L 31.13 LIP +08.02, 13.501 31.59 +03.56, 15.501 ' I 4 I _ - - 3 0_51 F EG L 31.45 ' 31.25 CL 3 +43 50 30.89 LIP/GB +65.91, 17.831 31.32 TOC r+74.90, 23.501 30.77 FL +74.90, 15.421 30.80 LIP +79.02, 13.501 31.20 GB r-+83.40, 15.501 SEE DETAIL SHEET C2.18 31.73 +00.00, 15.501 D BLOCK 2 o 0 N o o m m 32.19 m 32.64 +00.00, 15.501 C+00.00, 15.501 -2tDQ- _ _ _ _0.46%_ _ _ 0 1 - - - - _4+99 - - - - - W. LITTLE RAVEN LN. - - 5±pQ - - --0.46%- - - - - +03.55, 0.00 j; ""' `i ,P 54% N L L- EG 769, ��O 2p' 01 31.13 LIP � '= +07.98, 13.50'R I °° I� ° ( 31.05 CL/GB-� +83.40. 0.00' 31.58 CL +00.02, 0.00' 32.04 CL +00.02, 0.00' 31.02 FL +12.051 R 31.20 GB 31.73 32.19 +83.40, 15.50'R +00.00, 15.50'R +00.00, 15.50'R T ° 30.80 LIP +12.041.48 23.50'R +78.98, 13.50'R SEE ROADWAY PLAIN �. 30.77 FL +74.90, 15.41'R 3 D SHEET C2.10 31.32 TOC +74.90, 23.50'R 30.89 LIP/GB { +65.91, 17.81'R W. LITTLE RAVEN LN. (PRIVATE) PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 9544 32.50 CL 32.95 CL J +00.02, 0.00' +00.02, 0.00' 1 T 32.64 33.10 y +00.00, 15.50'R +00.00, 15.50'R U I � 1 � L -J O IQ ■ ?544 2541 2541 M + 10 + 2538 II 11 2538 N N <IN Z O M N N O M � U � II N 2535 w> 2535 Z - W J W FINISHED GROUND 46% 2532 2532 -o.so% EXISTING GROUND-/ _ 2529 2529 2526 O 0 2526 EXISTING GROUND CENTERLINE 2523 FINISH GROUND CENTERLINE 2523 M N O 7 DI co N In N r O In W m N r2 N ^ cD O In N cD oo w I DI m O O M O N M N In r7 O In r7 M to r7 O) Il] M] M to M] I'7 to j . O In M n N r7 r7 to NJ n N NJ N M N MN] r7 N MN] N M r7 N MN] N M N MN] r7 N� M M to MM] M to M N N N N N N N N N N In N N to N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N � N N � N 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS. KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. 4. INSTALL TERMINUS BARRICADE TYPE III PER ISPWC STANDARD DRAWING SD-1132. a 0 Z O N w I O Z z0 O= _Q cn Q Qz m Q Z Q N Q Lu J J O 13- Lu J L.L Z � Q J p Z a zz Lu Q Lu L O> Cd � C Z J Z Q Lu Q Q IY aw J O� J km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.12 Z O V D H N Z O U Of O LL O Z I Q Z J Lu CL KEY MAP W. CHINDEN BLVD. SEE ROADWAY PLAN SHEET C2.6 BLOCK 1 a 0 H O SEE DETAIL SHEET C2.18 N z -1 N D 33.57 TOC �! p +42. 13, 24.041E n 1 ♦�'33.63 TOC LQJ 12"SD 12'SD 3.02 FL 80 +32.82, 26.491E _ +42.93, 16.201E o 33.06 FL '^ - ° 33.55 PT GB \ / 34.01 34.95 35.89 36.36 GB m z 36.63 37.16 37.41 PC r' +32.82, 18.111, +51.40, 15.501E - - - - - +00.00, 15.501E - - - +00.00, 15.50'L - - - - - - - - - +00.00, 15.501E - - - - +50.00, 15.501E - - - - - +00.00, 15.501E - - - - - - - - - - - - - +00.00, 15.50'L - -, - - - - - - +46.37, 15.501E - - - - - - - - - - - - - - -.-- - - - - 0. M4 3g 0 pd 67y o 0 I"I 6\ o pd - 1 33.64 PC - +19.40, 15.50'L 0.46% v, 8+00 0.60% - - 3 - - - ��- - -OQ - 0.94%- - - 1 - - - - - - - - 10�OQ - W. LITTLE RAVEN LN. ------11f92------- - -----12+Q0 --(D-1 - �o g ---0.54%- --1z-+99----------- - m 33.66 PC -- 1 - rt -+21 96, 15.50'R 05 - �� 33.80 CL/INT - 3 - - - To 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- 7 -- ------ o - 0- ----------_ Sy 3 �J p� •yO R �. 18"SD --T-- 18 SD --�r- y ° ° _ - - ^ - m' - - - - FL.58 - • PT/GB 3333.03 33116 C ' - - - - .8-0 - - - L 0. - - - - - - - - - - - - - - L 0 - - - - - - 36.21 CL/GB - - - - - - - - - - 36.48 CL 0.00 - - - - - - - - -37-.02 C- +00.00, 0.00'. - - - -37.-27 -CL/P-C +32.82, 1700'R +54.11, 15 , ., . , +46.37, 0.00' 32.96 FL 34.01 3 35.89 3 37.1 37.41 PC ' 51 TOR +42.93, 17.12'R +00.00, 15.50'R +00.00, 15.50'R +00.00, 15.50'R +50.00, 15.50'R +00.00, 15.50'R +00.00, 15.50'R 15.50'R +32.833 33.46 TOC O O No 0+46.37, +42.93, 25.24'R L-- J D L-- J 3 O 4 O ' N W. LITTLE RAVEN LN. PRIVATE PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 9547 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE �y. HP PCC - HIGH POINT - POINT OF COMPOUND CURVE v POC - POINT ON CURVE ly INT - INTERSECTION ' PRC - POINT OF REVERSE CURVE SHEET NOTES ' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD � ►r.l NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS Z AND SIGNAGE PLAN.C. LZ SEE SHEETS C D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. ' F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. a�- zG. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS. T �t KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 1 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER 1 3. ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 9ri47 2544 2544 o m n II N N 2541 + + Y w M N 2541 II Qo m WII 0 Z O N N Y M M of N 2538 N 11 m 2538 z w o FINISHED GROUND 0.54% - W < C7 W W 2535 2535 EXISTING GROUND 0.46% -0.60% 2532 2532 2529 2529 N EXISTING GROUND CENTERLINE 2526 FINISH GROUND F CENTERLINE 2526 O N cD M N O u] N 't N cD N r M h N cD 7 cD N N w N N W u] N cD (O M If] t0 M M N r t0 7 m OI 7 1� N N If] N 7� u] If) co t0 If] N N If] N O n (O oo 7� w cD M co O 7� N c0 m c0 w N] W� � m N OI w In M M] M M M r'1 M M M If] M] M cD M r'1 t0 M t0 h'l co M M c0 lo c0 Nl M r M r'1 r Nl M r N N N N N N u] N N N N If] N Ifl N to N Ifl N Ifl N to N u] N Ifl N to N to N If] N If1 N o N N o N to N Ifl N N 6+90 7+20 7+50 7+80 8+10 8+40 8+70 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 13+50 13+80 a 0 O z z0 O= _Q cn Q Q z m Q Z Q N Q Lu Q J J O Lu J LL z 0 Q J p Z a zz Lu Q Lu L O> d L Z J Z Q Lu Q Q IY aw J O I- J km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.13 KEY MAP W. CHINDEN BLVD. ro j vLf�a 1- _ s Ln �W V) 37.52 CL/POC 37.77 C +93.49, 0.00+40.62, 37.67 POC 37.9, +93.49, 15.50'R +40.62, 15, 9�7)n 37.67 POC +93.49, 15.501 38.55 POC +61.28, 15.501 38.78 PT 5, 0.00' J \ PC/GB ' 15.50'R - 38.40 CL/POC\ s +61 .28, 0.00' - O38.55 POC 4 +61.28, 15.50'R rn BLOCK 1 SEE DETAIL SHEET C2.18 D I I 39.2 1 GB 38.64 GB n m r y o K 39.25 Z 39.96 TOC +95.26, 23.501 39.36 FL tUU UV, I:J.JV L b\ :4 } D4 o 39.44 LIP/PC _ 16+00 - - 1 _ W. LITTLE RAVEN LN. _ 0.49%- 17f9Q - �N g� 0.55% 18 00 0.62% 19+00 1 +97.76, 13.50'L 20+0 --- 1----------- ----ol ------------ -- ------------------ 1 ---o f ----- 3 -0.62% - - - - - - - - - - 18"SD ° 38.63 CL/PT 39.07 CL/GB 38.49 CL/GB 39.11 CL +08.40, 0.00' +95.83, 0.00' +00.00, 0.00' +00.02, 0.00' 38.78 PT 39.21 GB 38.64 GB O 39.25 +08.40, 15.50'R +95.83, 15.50'R +00.00, 15.50'R +00.00, 15.50'R Mp W. LITTLE RAVEN LN. (PRIVATE) PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1D I I I �i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I - I I I I I I I I I I I I I J I yF ell 4le 0 S- F 39.71 CL/PC +97.76, 0.00' 39.44 LIP/PC +97.76, 13.50'R 39.36 FL +95.26, 15.00'R 39.96 TOC +95.26, 23.50'R 9.5.�n OP 2547 2547 + O p O + + N m 1 r II to 0 2544 Y 2544 Y �N m IM m m �N N m QII < J m w II w II �w QwCD CDw 2541 w w 2541 FINISHED GROUND 0. 2% 0.49% -0.55% 2538 2538 EXISTING GROUND 2535 2535 2532 0 N 2532 EXISTING GROUND CENTERLINE 2529 FINISH GROUND CENTERLINE 2529 QI N O r cD r r N h r M N m r m O r In N N r m ^ M r o r m cD r co O Ln m m c6 m N m Ln N m co N N cD Ln m ^ a m W w W N oo co O O rn IM N m N m O O w . rn m O n . rn r m M] M M] M] m M M c0 M M] m M M N M M m M N M M co I'] lo m M M W ro m M M m M M c0 M m n M m M m N] m N] m m M m N N N N N N N N N N N N N If] N N IfJ N N N N N N N N N N N 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 SHEET LEGEND 0-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. a 0 O z z0 O= _Q Lo p z m Q Z p N Lu Q J J O Lu J LL z � Q J p Z a zz Lu g Lu L O > � z J Z Q Lu Q aw O� J km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.14 KEY MAP W. CHINDEN BLVD. I I II II O II 4Al 40.18 POC +49.99, 1 `. V � t7676. M �10, , \ \ �-21 g3 may. � \ 40.20 � 0 40.34 0.34 +76.40, 40.03 CL/POC +49.99, 0.00' N. ZIPPEL BAY LN. (PRIVATE 0 30 60 90 0 Plan/Profile Scale: 1" = 30' 217)5.3 PLAN AND PROFILE 3 6 9 Profile Vertical Scale: 1" = 3' SEE ROADWAY PLAN SHEET C2.4 1).1:-).�) 3 2550 0 2550 6 + 0 + �_ + N N N N N N+' N 2547 II ¢N N II ��O II H� 0 0 0 2547 w N W Q N W N Z m m m m m m O � N W II O> J W o� II Q> II U w II > 2544 O W O W O W ZW J 2544 FINISHED GROUND 2541 '' 84q 92q 2541 EXISTING GROUND 2538 2538 2535 2535 EXISTING GROUND CENTERLINE 2532 FINISH GROUND F CENTERLINE 2532 6 I� O� t0 r� M u] r . O m N O h N Nl n M r h N N M 6 N c5 M 66 M c5 I'J a o � N N N N N N N N N N N 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 SHEET LEGEND *\\-ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE GRADE BREAK CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT PCC - POINT OF COMPOUND CURVE POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C2.16 AND C2.17 FOR PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEETS C2.18 AND C2.19 FOR STREET SECTIONS. D. SEE SHEET C9.0 FOR STREET LIGHT PLAN. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORMWATER PLANS KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. a 0 O z z0 0 (.n Q p z CIO Q Z p cn Q Lu J J O 13- Lu N J zLL Q J a d p � Z za Lu Z G Q Lu > Lu z } J Q } m Q w aCL O � N Z km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.15 L, SHEET NOTES A. SEE SHEET CIA FOR GENERAL, GRADING, AND ACHD NOTES. 0 50 100 150 (kCOMPLIANCE B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF R1-1 — — -] 1 Plan Scale: 1" 50' WITH POLICY AND EXISTING PAVEMENT 30' X 30" = ' MARKINGS. 0 12 7 ^� A- 19 dO1S C. STOP BARS, CROSSWALKS, MULTI -USE PATHWAY STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE x �: 1 5 21 12 ' 7 —----------- o — — — — — — — — — — 0 — 15 THERMOPLASTIC. 3 — — — — — — — — — — — — — D. ASPHALT SURFACE PAVEMENT MARKINGS SHALL BE PAINT. E. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE W. WAVERTON DR. INSTALLED IN ACCORDANCE WITH 2O09 MUTCD & 2004 _ _ - _ _ _ _ SHS SIGNING AND PAVEMENT MARKING DETAILS. F. REFER TO ACHD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. A- *�, N_-------- I I x — — — — — — — — — — — — 12 — — I — — — — — — — — — — — KEYNOTES O 0 19 I STOP R1-1 '1 1. RIGHT TURN ARROW PER ACHD STANDARD DRAWING 30" TS-1113.01. 2. LEFT TURN ARROW PER ACHD STANDARD DRAWING TS-1113.01. 3. BIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD STANDARD DRAWING TS-1113. BLOCK 2 I � w xuxln I - o I I I I, II II II II II II II II II II J ti I o m9'�y � 1 �1 I N I I I I I I I I I I I I I I 1 I IL — , I I � I I I I r I I — I I Iz I I I 1 I I> C I I I Iz I , � RII 1 30" X 30" N R1-3P 18" X 6" �J AVM „tl I I �--- dO1S Lu W I = J L— °-------- o� n l x x <� W ---------- — — — — — — — — — — — — — — — — — — Lu —� F------------------- W.LITTLE RAVEN LN. — ------------------------ IL-- I ------------------------- -1 r------------ it i Lu z 19 STOP L I ALL WAY , R1-1 I 30" X 30" R1-3P BLOCK2 , 18„ X 16„ u Q I I I I I I I I I I 1 I I I I I I 1 --- ------------ �9 % ------------ I 1 1 I J ® PAVEMENT MARKING LEGEND REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --F------------- 4" YELLOW - NO PASSING - 2 DIRECTION 8" WHITE - BIKE LANE AT INTERSECTION 8" WHITE - CHANNELIZING/BIKE LANE 24" WHITE - CROSS WALK 24" WHITE - STOP BAR LANE LINE EXTENSION THROUGH INTERSECTION - 'DOUBLE YELLOW CAT TRACK' a 0 O z0 O= �o Z m Q Z Q oLu J J O cn Z W J Q Z in LU p �z Lu Q i (D Oz C� CC G G az W C) Q O� Of km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.16 R1-1 a� KEYNOTES® 7 I , 1 2 � d01.S 30" X 30° °0 SVONAL fN �^� } a o 1. RIGHT TURN ARROW PER ACHD STANDARD DRAWING �S C� �n 1 5 rya ! x 7 1 5 Nis 1 2 7 TS-1 1 13.01 . �3' o+ � 0 100 150 F ��CENSfO F• °' 21 7 — — — 1 S Q1 1 (k 2. LEFT TURN ARROW PER ACHD STANDARD DRAWING QUO — — — — — — — — 19 —------------------ Plan Scale: l =50 3 -- ----- ,�0,------------------ TS-1113.01. 3 - - - 21 _ - — 3. BIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD sT 7�19I22 p Q 1 g - - - - - - STANDARD DRAWING TS-1113. '9Tf Y Q� v O 3 - - - _ _ _ - - - - - W. WAVERTON DR.OF 19 19 ---- R5 4 , \ X � — — — — — — — — — — — — — — — — — — — — — — — — 2�* A_ �P o,, �yT� 1 o STOP _ L ' 130 R 1X 30" o 12 ..� ' RicHT UNe \ 2 1 MUST \ 12 'URN RIGHT R3-7R ' 30" X 30" \\ \\� 7 21 15 ' \ 0 I I > I I ' 3 < 3 \ \ - - - - w I BLOCK 2 Y ' o � 12 19 N © 1 1 \ 1 1 I = I I \\J 1 I II 1 z 9 BLOCKI I I STOP 1 r l I i © i i� R1_1 30" X 30" 5 5 I II 1 11i15, 0 11.5' z 1 1.5' CAI I 11.5' I u 12 1 1 1.5' F IIa w 1 1 I I I I I la Lu ' 11 3 I N W 19 18 19 r x W _ I — J L — — — — — — — — — W. LITTLE RAVEN LN.14 — — — O — — \ \\ \ 1 N x 18 m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3 9 �� �� r l .� W I I I I Q J' 24R3 I L—J L_J �� \�� 1 1 1 1 / 0 d Q i ------------------------------ i Z O H 78.. � I I I 112 � �\ \\\� � Z Z cn \ _ - — — — — — — — — W. LITTLE RAVEN LN.— / = W 0 �l "f I 3 �� `------------- BLOCK 2 I I I Lu 15 II I I 115 1 1 SHEET NOTES Q z 0 z A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD Co Q or- Y 3 NOTES. N Q Q ' L—J 3 B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS C CONTACT ACHD INSPECTION FOR VERIFICATION OF _ C — — — I oo 03.7) COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Q 19 / I �k W 78 MARKINGS. � }C ' — — 18 I ak C. STOP BARS, CROSSWALKS, MULTI -USE PATHWAY Q Q W G k STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE J THERMOPLASTIC. O Q L — — — 3 BLOCKI D. ASPHALT SURFACE PAVEMENT MARKINGS SHALL BE PAINT. Q d 2 I \ ® E. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE 0 o EL M N N INSTALLED IN ACCORDANCE WITH 2O09 MUTCD & 2004 w _ A / 18 ® x I x SHS SIGNING AND PAVEMENT MARKING DETAILS. CD ON ' x x {V/ o I F. REFER TO ACHD TRAFFIC DETAILS (TS SERIES) FOR I I ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. I I I I I — 19 PAVEMENT MARKING LEGEND 1 REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) ' 12 FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS I II I 11 1 I I m� 3 p <=40m h 4„ WHITE - LANE LINE ,H777 I I I I 25 O 7' LENGTH & 18' GAP ' lsnw R2-1 3Nd,aH�ia NO PASSING 24" X 30" O 2 DIRECTION - ' R3-7R 30" X 30" 11.5' 6'5 O MEDIAN LOW -STRIPED ' I 11.5' 1 — — r AY 11.5' � L — — — — — — � 9 <=40mph 7' NLT. TURN LENGTH & 18' GAP 15 11.5' 15 ' 11.5' \ 12 . , , , , , , IN WHITE - BIKE LANE AT E IN G I IN E E R I IN G 5' INTERSECTION ^off 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 15 8" WHITE - CHANNELIZING/BIKE LANE PHONE (208) 639-6939 \ kmengllp.com TOE TOE T E TOE TOE TOE TOE TOE TOE TOE TOE TOE 74. \ TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE �— -- — _TOP — — _TOP — — P — — _TOP — — TOP — — TOP — — TOP_ — — TOP — TOP — — TOP — — TOP — — TOP— -- — — DESIGN BY: LICK — _ — _ — — — - _ _ _ - - - - - - - - - - - - - - - - — — — — — — — 24" WHITE -CROSS WALK DRAWN BY: LCK ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - --- - - - - - - REFER TO PLANS BY KITTELSON `----------------------------------------------- AND ASSOCIATES FOR DEMOLITION \ CHECKED BY: LICK ' WITHIN ITO RIGHT-OF-WAY 23 23 \ 19 24" WHITE - STOP BAR \ DATE: DULY 2022 LANE LINE EXTENSION THROUGH PROJECT: 21-240 \ 21 = INTERSECTION - 'DOUBLE YELLOW CAT SHEET NO. EP EP EP EP EP EP EP EP EP EP EP EP TRACK' EP—CEP EP EP EP C2.17 ' " I .t. �. - - - - - - - EP EP 23 _ 4" YELLOW - PATHWAY DIVIDE W. CHINDEN BLVD. - - - - 3' LENGTH & 9' GAP Z 0 V D z 0 Of 0 LL 0 z I } Cz G W d 2.5' PROPOSED oir_uT_nr-wnv I- -I + 5' PERMANENT ;HD SIDEWALK EASEMENT OIX, PG-64-28 STREET SECTION A (N. POLLARD PL. SCALE: NTS 2.5' PROPOSED RIGHT-OF-WAY 1.5' PERMANENT 50' RIGHT-OF-WAY ACHD SIDEWALK EASEMENT 3' 0.5' 7' 20' TBC-TBC 20' TBC-TBC 5' SIDEWALK `3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG-64-28 -4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 17" OF 6" MINUS PIT -RUN SUBBASE COMPACTED SUBGRADE STREET SECTION B (N. POLLARD PL.) SCALE: NTS N Z c-I Q 0 d Z 45' INGRESS AND EGRESS, PUBLIC UTILITIES, Z 0 Z AND EMERGENCY ACCESS EASEMENT 0 = W N 0.5' Q G Z 5' SIDEWALK 8' PLANTER 15.5' TBC-TBC 15.5' TBC-TBC 0.5' N C) Lu 0 % U SLOPE TO Z 0 (L% EXISTING m Q or- 1 ' LANDING,��V ��X�� �� W } TYP.//V�/V�/V /. ����� Q 6" VERTICAL CURB 2.5" OF ASPHALT PAVEMENT PER ISPWC, SECTION 810 CLASS III PLANT MIX J AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE J Q 17" OF 6" MINUS PIT -RUN SUBBASE 0 a 0 STREET SECTION C (W. SAINT CROIX LN./N. ZIPPEL BAY LN. SCALE: NTS 58' INGRESS AND EGRESS, PUBLIC UTILITIES, AND EMERGENCY ACCESS EASEMENT 0.5' -�- 0.5' 5' SIDEWALK 8' PLANTER 15.5' TBC-TBC 15.5' TBC-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. SLOPE TO EXISTING `2.5" OF ASPHALT PAVEMENT PER ISPWC, SECTION 810 CLASS III PLANT MIX -4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 12" OF 6" MINUS PIT -RUN SUBBASE STREET SECTION D (N. RUM RIVER LN./W. LITTLE RAVEN LN.) SCALE: NTS lam E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.18 Z 0 V D Z 0 U Of 0 ILL 0 Z 1.5' PERMANENT 1.5' PERMANENT ACHD SIDEWALK -►� 63' RIGHT-OF-WAY �- ACHD SIDEWALK EASEMENT EASEMENT 0.5' 0.5' 5' SIDEWALK 8' PLANTER 18' TBC-TBC 18' TBC-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. SLOPE TO EXISTING - STREET SECTION E (W. WAVERTON DR. SCALE: NTS 1.5' PERMANENT ACHD SIDEWALK -� EASEMENT 0.5' 3:1 MA SLOPE 1 EXISTI I` 5' SIDEWALK r8' PLANTER 36' TBC-TBC STREET SECTION F (N. RUSTIC OAK WAY) SCALE: NTS `3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG-64-28. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 12" OF 6" MINUS PIT -RUN SUBBASE 99' RIGHT-OF-WAY 99' RIGHT-OF-WAY 14' CITY OF MERIDIAN PATHWAY EASEMENT 2' CLEAR •WIDE PATHWAY- J� 2' CLEAR CONCRETE5" THICK • •• . LIGHT BROOM • • WIDTH OF v v vT—!TVT—`—— �S:!T�Tv v vTE'.,!Tti!Tti�St��vT:!T:!T.'�i �S:!r�r-• w �Y�Y�: v v wY i!Yt�!Yt�t� � �Y wY •�` � �Y �Y � v wY yY��Y������Y �Y wY •�` � �Y �Y � v wY � Y�, i�i�i�i�i�i�i�i�i �4" - J" MINUS CRUSHED AGGREGATE WELDED WIRE MESH NON -WOVEN GEOTEXTILE FABRIC. MIRAFI 135N BASE MATERIAL ASTM A185 OR APPROVED EQUAL 12" - IMPORT BACK FILL OR APPROVED NATIVE MATERIAL. COMPACT AND PROOF ROLL SUBGRADE. (95 MIN PROCTOR COMPACTION) CONCRETE PATHWAY SECTION NTS 36' TBC-TBC T 8' PLANTER-1 5' SIDEWALK (WIDTH 1.5' PERMANENT �- ACHD SIDEWALK EASEMENT 0.5' PERMANENT ACHD SIDEWALK EASEMENT (WIDTH VARIES) (WIDTH 5' SIDEWALKr8' PLANTER 36' TBC-TBC 36' TBC-TBC 8' PLANTER-15' SIDEWALK 2' VARIES) 3:1 MAX. SLOPE TO EXISTING STREET SECTION G (N. RUSTIC OAK WAY SCALE: NTS ACHD SIDEWALK EASEMENT (WIDTH VARIES) (WIDTH VARIES) 2' S' SIDEWALK r8' PLANTER 48.5' TBC-TBC 3:1 MAX. SLOPE TO EXISTING 1' LANDING, TYP. 6" VERTICAL CURB AND GUTTER, TYP. STREET SECTION H (N. RUSTIC OAK WAY) SCALE: NTS COMPACTED SUBGRADE RIGHT-OF-WAY -4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 17" OF 6" MINUS PIT -RUN SUBBASE PERMANENT ACHD SIDEWALK EASEMENT (WIDTH VARIES) (WIDTH VARIES) 36' TBC-TBC 8' PLANTERI 5' SIDEWALK�--2' `3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG-64-28. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 17" OF 6" MINUS PIT -RUN SUBBASE 0 N z a J d z Lu N Z Lu O OLu Lu N W C W C � } to 0 a O Of km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C2.19 CIVIL ACRONYMS 0 50 100 150 ' ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS ASS\ONAL FOLLOWS: '\LENS Y Plan Scale: 1" = 50' a� STA. — ROADWAY STATION FROM CENTERLINE _ CL — ROADWAY CENTERLINE 860 r �, ' PC — POINT OF CURVATURE s 7/29/22 p .\ ,Lg'S 25�� Iw I 1bb I L— LE. STOAVO DOFFS TE NCY LEFT yQ T9TE, OF R — STATION OFFSET RIGHT /N C. Y' TBC — TOP BACK OF CURB . .... " , .. - SW —SIDEWALK TOC — TOP OF CONCRETE m ' FG — FINISH GRADE i 8 w e'w e w e w e'w a'w a'w e w a w X. e w a w e w e w a w 8"w 8 w 8"w 12"w 12"W 12-W 12"W 12-W 12"W 12"w 12"W 12"W 12-W s a's a"s 8"s e"s a"s a's 8"s 8"s 8"s s 8"s 8"s 8"s 8"s 8"s 8"S 8"s S 8"S_ 8"S s m 32.W. WAVERTON DR. ?g GRADING LEGEND "PS 4"PS 4"PS 4"PS 4"P1 "PS 4"PS 4"PS 4"PS 4"PS 25p 4"PS 4-PS 4"PS " 2 4 4" S 2533 4"Ps 4"PS 4"PS 4"PS 4"PS 25j4 4"PS 4"PS 4"PS 4"PS3`5 m Z 18"SD >� m S — — — — • _ . ...: .. — — — — .. vl—. _ —.. .... r.. .. — V m 18"SD �\ FINISHED GRADE ELEVATION --J------------ L— J---------- ------ `42.50 s . LIJ 1.50% _ FINISHED GRADE SLOPE L_— �2626 FINISHED GRADE CONTOUR Ec 2645 EXISTING GRADE CONTOUR r ' GRADE BREAK v1 l lm 0 I � N Lu SHEET NOTES ' A. SEE SHEET C1.1 FOR GRADING NOTES. B. SEE SHEETS C2.0—C2.19 FOR ROADWAY ?s 2534 s�IMPROVEMENT PLANS. J 2g , C. SEEROASHEETION. 18 AND C2.19 FOR TYPICAL J 33 BLOCK 2 ' I I z 2S3 ' o 2531 I Cf w m 2 m I s 2s I g I `'9 30 o �s2 zs29 I I m z J 2S2> �S i I Lu N = 1 Lu e W a"w a"w a"w e w ° _ Lu z ------------ -- 2532----e -- env -- eW — a1v -- ew W. LITTLE RAVEN LN. —2533— Lu Q 253--- — B'S---a-s---a-s—--s-s---ss-- --- d V L ' — — — — — — — — — — — rm 18"SD -- s� i:.-, - -, --- p Z -I 252a I 0= W 2529 I Q C 253, L- J , J Lu z 0 2S2j I I L. BLOCK 2 m Q OC a., 3 2s ccLn WC 1 1 2s26 , J G z N�ry��N 2530 ' J I f 2 S3 0 Q v I 2526 — — — — — — — — — — — — — — — — — — — — — VI — — — — — — — — — — — — — — — — — — — — — — — — — I I o I — J I , I L. ------------------------ -------------------------- \ 2529 \ I e" . I � O ---�-- to sD 2529 W. SAINT CROIX LN. I 6 PI 6 PI 6 PI 253� 2529 , E N G I N E E R I N G L 6 PI 6 PI 6 pl 6 pi 6 PI 6 PI 2530 5725 NORTH DISCOVERY WAY NN 6"PI 67l 6'PI 6 pl —6"PI — — — 2531 , BOISE, IDAHO 83713 PHONE(208)639-6939 6 "Pp I — — — — — — — kmengllp.com 6"PI 6"PI 6'PI _ 6"PI 6"PI 6PI------. _ _ _ _ _ _ _ 6"PI 6"PI 61PI i 2531 DESIGN BY: LCK i DRAWN BY: LCK CHECKED BY: LCK 10' CONCRETE PATHWAY TO DATE: JULY2022 BE CONSTRUCTED BY OTHERS PROJECT: 21-240 SHEET NO. C3.0 z O V D H z O Of 0 0 I Q Cz G J W a ■ I ti 'W 12'W 12' 12'W 2'W 12'W 12'W 12'W 12'W 12'W 12' 12"w 12'W 12'W 12'W 12"W 12"w 12'W 1 ° 53 -6 " : i W. WAVERTON DR. ' 4"PS 4'PS 4"PS 4 S PS 4"PS 4"PS ?53j 4"PS 4"PS ,PS_ "PS 2 4`8S 4"PS 4" S 4'PS £4"PS 538 4'PS 4"PS 4"PS 4'PS— 21 L- — — — — — — — — — — — J — — — m 1 v F L— J I I 1 I` > - 1 z 2s3 `�9 1 ham" c� 2538 - �V f 2536 1 I • BLOCK 2 1 1 © I s 2S3S 1 r f - 2534is 1 r6 , I I` W =r-1 e 12'SDLu I I � I I . w (%� 8"w ------ ' e"wN 8'W i 8'W B"W 8"W-3h 8"w a"W 'W 3. 8"W ' a^5g6_8"W — ------ 25---------� 2`'--------- 2---W.LITTLERAVEN LN.----- � 8"s a"s a^s — es---e'•s-- "r---e^s---�"r \ =-, w -- — d 2532 mSD ------- --- _J 1 z•p 2-PI \B. 1 L—J L U N I O 1 BLOCK 2 � � I II I s�o 1 I I 1 2531 12 o 1 2 zN zW L — 1 1 F 8 N 12"SD • ' I. I I 6"PI 6"PI I= "PI4—ry r- I 6" 6"PI 8"PI 6"PI I—�"PI 1 1 1 1 EP EP EP EP EP 1 —EP W. CHINDEN BLVD. 2S3S 0 50 100 150 - Plan Scale: 1" = 50' 40 +. 4"PS 4"PS 4"PS 454J 12"_12"w I . t � 4 Pg 'zk � 2S RQs c-s �• a 0 2 1zj1' Z O P]� q FS 0 \' 2541 > LLJ O 4-- m 2541 2SQ ti�l I I � I BLOCKI 2$40 I I I - "I I I II - 0 I II I� I I NI co I I Ia I I I I � I I r IJq I � I Z 0 \44 --= — RAVEN LN. Zg39 8'w 8•W 6 w / / Z ---- Lu LU I I Z > m Q 0 L—J Z) Cd 2532 2s3e 2538 0 w 2S3Q \ 25,37 V 2536 J Z W 2$3s BLO 1 a 6'PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI SHEET NOTES KEYNOTES A. SEE SHEET C1.1 FOR GRADING NOTES. 1. INSTALL 10' WIDE CONCRETE MULTI -USE PATHWAY PER DETAIL, SHEET C2.19. - B. SEE SHEETS C2.0-C2.19 FOR ROADWAY IMPROVEMENT PLANS. 2. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE PER ACHD SUPPLEMENTAL STANDARD DRAWING z C. SEE SHEET C2.18 AND C2.19 FOR TYPICAL SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE o w ROAD SECTION. ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE s"pl w _ DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. mV1 2532 � w GRADING LEGEND 0> eq 3 ENGINEERING 6"PI 6"PI 6"PI 6"PI—U �'pl 6-PI 6-PI 6-PI ' I 6"PI 6'PI FINISHED GRADE ELEVATION CIVILACRONYMS 6725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 a_ 6"PI 6'PI 6"PI ¢2.50 PHONE (208) 639-6939 \ ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS kmengllp.com 1.50% _ FINISHED GRADE SLOPE FOLLOWS: DESIGN BY: LCK -- -- 1 2 STA. ROADWAY STATION FROM CENTERLINE — — -- — — — — — — — — — — — — — — — _ — —�2626 �— FINISHED GRADE CONTOUR CL ROADWAY CENTERLINE DRAWN BY: LCK CHECKED BY: LCK _ \ \ PC - POINT OF CURVATURE PT - POINT OF TANGENCY DATE: JULY 2022 ELE. - ELEVATION 2645 EXISTING GRADE CONTOUR L - STATION OFFSET LEFT PROJECT: 21-240 \ R - STATION OFFSET RIGHT SHEET NO. EP EP EP EP EP EP EP TBC - TOP BACK OF CURB EP—CEP EPEP GRADE BREAK LIP - LIP OF GUTTER EP EP SW - SIDEWALK C3.1 TOC - TOP OF CONCRETE FG - FINISH GRADE Z 0 V D Z 0 U Of 0 LL Z I } Q CZ G J Lu CL .3' 12" ADS N-12 HP ® 0.46% by Ian -- a 0 Ig INLET #1 ACHD SD-601, TYPE I RIM:2530.00 SUMP:2525.89 INV OUT:2526.89 12" (S) Q25=0.69 Q 100=0.96 33.5' 12" ADS N-12 HP ® 0.42% 8"S 8"S 8"S 8"S 8"S 8"S 4"PS 4-PS 4"PS 4-PS 4"PS 4-PS 18"SD . L _ r70.O' 1 STORM DRAIN MENT 8" ADS N-12 HP 0.00% INLET #2 ACHD SD-601, TYPE I RIM:2530.00 SUMP:2525.75 INV IN:2526.75 12" (N) INV OUT:2526.75 12" (S) Q25=0.70 Q100=0.98 SGT #1 10 RIM:2530.56 (W) RIM:2530.59 (E) INV IN:2526.73 12" (N) INV OUT:2525.88 18" (E) INLET BAFFLE:2526.05 OUTLET BAFFLE:2526.63 Q25=1 .39 Q100=1.94 I 35.0' 18" ADS N-12 HP r-® 0.00% I"' I� I� ACHD STORM DRAIN J EASEMENT INLET #18 - SEDIMENT BOX #9 11 I2 INLET RIM:2527.58 MANHOLE RIM:2528.12 INV OUT:2521.77 18" (N) INLET BAFFLE:2521.94 OUTLET BAFFLE:2522.52 Q25=0.37 Q100=0.52 INLET #18 ACHD SD-601, TYPE I RIM:2527.27.30 S U M P:2523.18 INV OUT:2524.18 12" (E) Q25=0.42 0100=0.59 37.5' 12" ADS N-12 HP ® 2.48% INLET #19 - SEDIMENT BOX #10 11 _ INLET RIM:2527.30 MANHOLE RIM:2527.82 INV OUT:2522.40 18" (S) INLET BAFFLE:2522.57 OUTLET BAFFLE:2523.15 Q25-0.55 (INLET) 4 Q100=0.76 (INLET) Q25=0.97 (SEDIMENT BOX) - Q100=1.35 (SEDIMENT BOX) I\ 78.0. 1ADS N-12 HP % o ACHD STORM DRAIN �I\ EASEMENT \ s. \< \ [ INLET #21 �I ACHD SD-601, TYPE I RIM:2527.89 Im SUMP:2523.66 - INV IN:2524.66 12" (S) INV OUT:2524.66 12" (N) Q25=0.46 Q100=0.64 SGT #11 10 a"w a^w a"w a"w e^w a'w e' a"w¢--P'o- W. WAVERTON DR. 12" ADS N-12 HP 11; @ 0.46% "PS 4-PS 4"PS 4-PS 4"PS 4-PS 4"PS 21 II I LL J_J O RIM:2528.45 (W) RIM:2528.48 (E) INV IN:2524.64 12" (S) INV OUT:2523.79 18" (E) INLET BAFFLE:2523.96 OUTLET BAFFLE:2524.54 Q25=0.79 Q100=1.10 42.0' 18" ADS N-12 HP ® 0.00% I 28.5' 12" ADS N-12 HP I� B 0.42% 4.3' 12" ADS N-12 HP ® 0.47% 6 PI 6 PI 6 PI PI 6 PI L 6 PI NLET #20 ACHD SD-601, TYPE I RIM:2527.89 S U M P:2523.78 INV OUT:2524.78 12" (N) Q25=0.33 Q100=0.47 W. SAINT CROIX LN. INLET #3 ACHD SD-601, TYPE I RIM:2532.53 -SUMP:2528.42 INV OUT:2529.42 12" (S) Q25=0.64 Q100-0.89 33.5' 12" ADS N-12 HP ® 0.42% 12"W 12"W 12"W 12"W 4"PS 4"PS 4"PS 0 $® to@ sR® Plan Scale: 1" = 90' 12"W 12"W 12"W 12"W 4"PS 4"PS 4"PS 4-PS 4-PS 4-PS 4"PS- I9 I9 r__-__-__- _� -__ - - - - - - - m 2 ACHD STORM DRAIN EASEMENT 63.0' 18" ADS N-12 HP ® 0.00% I INLET #4 I m ACHD SD-601, TYPE I RIM:2532.53 SUMP:2528.28 INV IN:2529.28 12" (N) INV OUT:2529.28 12" (S) I Q25=0.60 Q100=0.84 SGT #2 10 RIM:2533.10 (W) I RIM:2533.12 (E) INV IN:2529.26 12" (N) INV OUT:2528.41 18' (E) - - _ 1 INLET BAFFLE:2528.58 OUTLET BAFFLE:2529.16 BLOCK 2 Q25-1.24 Q100=1.73 #25 lr�NV _INLET ACHD SD-601, TYPE IRIM:2530.68 SUMP:2526.45 > IN:2527.45 12" (E) NV OUT:2527.45 12" (W) I m Q25=0.37 Q100=0.51 z 28.5ADS N-12 HP I 0'42% INLET #24 38.0' 18" ADS N-12 HP g ACHD SD-601, TYPE I ® 0.00% RIM:2530.68 10 SGT #13 SUMP:2526.57 INV OUT:2527.57 12" (W) RIM:2531.26 (S) I I Q25=0.34 RIM:2531.28 (N) F Q100=0.48 7 INV IN:2527.43 (E) INLET #26 INV OUT:2526.58 (N) I ACHD SD-601, TYPE I INLET BAFFLE:2526.75 RIM:2530.72 r--, OUTLET BAFFLE:2527.33 SUMP-2526.62 I I Q25=0.71 INV OUT:2527.62 12" (S) Q100=0.99 I I Q25=0.49 1 I 4.3' 12" ADS N-12 HP- - Q100=0.68 I m I -------------- B 0.47. 28.5' 12" ADS N-12 HP �w «. ®0.22% _w a"w a"w aw 8w 8^w 8"w 8"w 8"v Lr-- TJ --- --4.3' 12" ADS N-12 HP------------ - --__-_ W. LITTLE RAVEN LN. - - - - 8" - - INLET #27 "s - �' - ® 0.45% -_-8"5--�"5--�"5�--�"S-- 8"5---8"5---8'S- 8'5---8"5= ACHD SD-601, TYPE Im- RIM:2530.72f ----------------- -- SUMP:2526.56 -- INV IN:2527.56 12" (N) INV OUT:2527.565 " (S) � 51.0' 18" ADS N-12 HP Q2 8 ® 0.00% Q100=0.68 I SGT #14 10 L _ J RIM:2531.29 (W) RIM:2531.31 (E) INV IN:2527.54 (N) INV OUT:2526.69 (E) 8' INLET BAFFLE:2526.86 I OUTLET9BBAFFLE:2527.44 O O2 INLET #23 J ACHD SD-601, TYPE I Q25-0.37 RIM:2529.45 SUMP:2525.22 I I INV IN:2526.22 12" (E) INV OUT:2526.22 12" (W) Q25=0.37 Q100=0.51 I 4.3' 12' ADS N-12 HP ® 0.47% I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 SGT #12 I I RIM:2530.02 (N) ti RIM:2530.05 (S) ,a INV IN:2526.20 (E) INV OUT:2525.35 (S) INLET BAFFLE:2525.52 I -_________________________________ #22601, OUTLET BAFFLE:2526.10 ACLET HD ACHD SD-6 TYPE Q25=0.74 29.45 RIM:SUMP:2525.3' Q100=1.03 I I INV OUT:2526.34 12" (W) Q25=0.37 6 - Q 100=0.52 40.0' 18" ADS N-12 HP I : 28.5' 12" ADS N-12 HP ® 0.00% I ® 0.42% I I I� O O 6 PI 6P1 ------ 6"PI 6^PI -6 -= - _ = --- -- "PI 6"PI -6,,P - - _ - - - - - - - 6---- _ I 6"PI 6"PI 6"PI 6"PI 6"PI - - 6"PI - - 6"PI SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY NOTES. B. SEE SHEETS C4.2 AND C4.2 FOR STORM WATER DETAILS. a C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 13 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON 90 THE TEST PIT LOGS, WHICH SHOW POORLY GRADED GRAVEL AT THE APPROXIMATE BOTTOM DEPTH OF THE PROPOSED SEEPAGE BEDS. FOR ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL ENGINEERING REPORT "POLLARD LANE REALIGNMENT - POLLARD LANE & CHINDEN BOULEVARD" PREPARED BY MTI, DATED AUGUST 31, 2016. D. PROVIDE WATER -TIGHT SEALS AT PIPING ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, AND MANHOLES. E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF ROW OR WHERE COVER IS GREATER THAN 2 FEET THE a STORM PIPE SHALL BE ADS N-12 HP PIPE OR APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN STRUCTURES. F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED. G. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES z O IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP PLAN PREPARED FOR THIS SITE, REGULAR SITE INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE ~ SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN THE NPDES GENERAL PERMIT. H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND ACHD. I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH SECTION 8018 OF THE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, oz THE CONTRACTOR SHALL CONFORM TO THE STANDARDS SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF THE ACHD STORMWATER GUIDELINES. K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 AND 8200 OF THE 2017 ACHD POLICY MANUAL. KEYNOTES 1. SB #1 SEE SEEPAGE BED (PUBLIC). SEE DETAIL #1, SECTION A -A ON SHEET C4.2 (651 x 13'W x 8'D) 2. SB #2 SEE SEEPAGE BED (PUBLIC). SEE DETAIL #1, SECTION A -A ON SHEET C4.2 (581 x 13'W x 8'D) 3. SB #9 SEE SEEPAGE BED (PUBLIC). SEE DETAIL #1, SECTION B-B ON SHEET C4.2 (30 L x 8 W x 7.5 D) N z 4. SB #10 SEE SEEPAGE BED (PUBLIC). SEE DETAIL #1, SECTION B-B ON SHEET C4.2 (731 x 8'W x 8'D) -I J 5. SB #11 SEE SEEPAGE BED (PRIVATE). SEE DETAIL #1, SECTION A -A ON SHEET C4.2 (371 x 13'W x 8'D) O 6. SB #12 SEE SEEPAGE BED (PRIVATE). SEE DETAIL #1, z z SECTION A -A ON SHEET C4.2 (351 x 13'W x 8'D) O LJJ 7. SB #13 SEE SEEPAGE BED (PRIVATE). SEE DETAIL #1, O SECTION A -A ON SHEET C4.2 (331 x 13'W x 8'D) 7) Q \ 8. SB #14 SEE SEEPAGE BED (PRIVATE). SEE DETAIL #1, > - O SECTION A -A ON SHEET C4.2 (46'L x 13'W x 8'D) 9. INSTALL GROUND WATER OBSERVATION WELL PER ACHD SD-627, SHEET C4.3. INSTALL WITHIN THE INFILTRATION Co BED 5' FROM THE END AND OUTSIDE OF BED A Z) Q MINIMUM OF 50' FROM THE PERIMETER OF THE BED. (/') 10.INSTALL 1,000 GALLON SAND AND GREASE TRAP PER Lu LJJ ACHD DETAIL BMP 01, SHEET C4.3. C J G 11. INSTALL CATCH BASIN/SEDIMENT BOX - TYPE A PER ACHD SD-606. J 0 r•� 7J, Im E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C4.0 INLET #6 ACHD SD-601, TYPE I RIM:2535.90 �P SUMP:2531.65 Xi�INV IN:2532.65 12" (N) INV OUT:2532.65 12" (S) Q25=0.22 Q 100=0.30 p8 4.3' 12" ADS N-12 HP_ B 0.46% I I I I I I INLET #5 ACHD SD-601, TYPE I RIM:2535.90 SUMP:2531.79 INV OUT:2532.79 12" (S) Q25=0.32 Q 100=0.44 12"W 12"W 12"W 12"W- 33.5' 12" ADS N-12 HP ® 0.42% - 4-PS 4-PS 4-PS 4'PS ACHD STORM DRAIN EASEMENT 30.0' 18" ADS N-12 HP 0.00% SGT #3 10 RIM:2536.47 (W) > RIM:2536.51 (E) INV IN:2532.63 12" (N) >- INV OUT:2531.78 18' (E) INLET BAFFLE:2531.98 Y OUTLET BAFFLE:2532.53 Q Q25=0.53 Q100=0.75 f I " 7 /-'F 0 - 6% Iik4morA��\mI - - - - - INLET #8 ACHD SD-601, TYPE I RIM:2537.48 SU M P:2533.23 INV IN:2534.23 12" (N) INV OUT:2534.23 12" (S) Q25=0.87 Q100=1.21 10 SGT #4 RIM:2538.05 (W) RIM:2538.08 (E) INV IN:2534.21 12" (N) INV OUT:2533.36 18" (E) INLET BAFFLE:2533.53 OUTLET BAFFLE:2534.11 Q25=1.75 Q 100=2.44 INLET #7 ACHD SD-601, TYPE I RIM:2537.48 SUMP:2533.37 INV OUT:2534.37 12" (S) Q25=0.89 Q100=1.24 12"W 12"W 12"W b12"W 12'W 12"W 33.5' 12" ADS N-12 HP �® 0.42% _ "PS 4"PS 4"PS 4" S 4-PS - 4-PS 4-PS 4-PS 18 ---- 87.0' 18" ADS N-12 HP I b I ® 0.00% ACHD STORM DRAIN L - - J EASEMENT 74.0' 18" ADS N-12 HP ® 0.00% BADS IN-12 4.3' 12" HP ®0.46% I 1 m INLET #1u 2 ACHD SD-601, TYPE RIM:2532.79 SUMP. 528.40 69.5' 12" ADS N-12 HP INV IN:2529.40 12" (E) ® 0.40% INV OUT:2529.40 12" (W) Q100=0.1 INLET 11 Q100=0.98 ACHD SD-601, TYPE I > RIM:2532.79 N I SUMP:2528.68 o INV OUT:2529.68 12" (W) Q25=0.77 Q100=1.07 f r INLET #28 ACHD SD-601, TYPE I r 12"SD4 9 / RIM:2533.08 SUMP-2528.97 I I y SGT #6 10 INV OUT:2529.97 12" (S) \ - RIM:2533.37 (S) Q25=0.73 ----Q100=1.01 RIM:2533.41 (N) --INLET 29------------ # - - - - .VINV IN:2529.38 12" (E) 28.6' 12" ADS N-12 HP ACHD SD-601, TYPE I b. INV OUT:2528.53 18' (N) - - - -® 0.42% 8RIM:2533.10 :f - - - - - - - - - SUMP:2528.85 w a w a w e w 8 w ewe - - - - - - - - e� INLET BAFFLE:2528.70 8"s _OUTLET BAFFLE:2529.28 - 8'S - W. LITTLE RAVEN LN. - - - - - - - - - - - - - - - - - - - - --e••r INV IN:2529.85 12" (N) _ - -� Q25=1.47 - - �� - - - - �s - - -es- - - - - - - OUT:2529.85 12' (S) _ Q100-2.06 - - - - -INV Q25=0.72 - --------------------- 18 D - - - - 9 � Q100=1.01 I m. I \ 4.3' 12" ADS N-12 HP 7 �73.0® ADS N-12 HP 0.46% 0.00% I SGT #1s 10 Ldtl-J L-J m 41.0' 18" ADS N-12 HP RIM:2533.68 (W) ® 0,007 RIM:2533,72 (E) _ INLET #14 I INV IN:2529.83 (N) SD-6 ACHDACHD SD-601, TYPE INV OUT:2528.98 (E) O3 RIMP:31.24 INLET BAFFLE:2529.15 m 5 OUTLET BAFFLE:2529.73 INV IN:2527.85 12" (E) Q INV OUT:2527.85 12' (W) I 00=2.5 Q100=2.02 Q25=0.40 0100=0.56 ADS N-12 HP ®.0'412" II_I'.I - - I III IIINLET #13 `3.2' 12" ADS N-12 HP I ACHD SD-601, TYPE I `® z 0.62% RIM:2531.24 I 111 11 ,SGT #7 10 SUMP:2527.13 - RIM:2531.80 (S) r INV OUT:2528.13 12" (W) "SRIM:2531.86 (N) I 025=0.37 INV IN:2527.83 12" (E) Q100=0.52 - - _ - - IN OUT:2526.98 18" (N) INLET BAFFLE:2527.15 1 OUTLET BAFFLE:2527.73 Q25=0.77 _ Q100=1.08�, 76.0' 18" ADS N-12 HP - - 1 F ® 0.00% 6 III I 9 INLET #16 - - -� ACHD SD-601, TYPE I RIM:2530.61 6 SUMP:2526.42 INV IN:2527.42 12" (E) O INV OUT:2527.42 12" (W) Q25=0.82 = Q100=1.15 81.9' 12" ADS N-12 HP I II 9 12' D INLET #15 L ?_ ACHD SD-601, TYPE I 4.4' 12" ADS N-12 HP RIM:2530.86 0 45% SUMP:2526.75 I III INV OUT:2527.75 12" (W) SGT #8 10 Q25=0.71 - 'PI - RIM:2531.19 (S) Q100=0.99 .RIM:2531.20 (N) r - - - - - - - - - - - - - - - INV IN:2527.40 12" (E) a'PI 8"PI a"P1�-8"P1 1p INV OUT:2526.55 18" (N) INLET BAFFLE:2526.72 OUTLET BAFFLE:2527.30 Q25=1.53 L II Q100=2.14 O -12"W 1 z"W 12"W 12'P/ 12'W s W. WAVERTON DR. 2yy_12�v_ 4"PS 4"PS 4"PS 4-PS 4"PS 4"PS 4-PS_ 12.1v� \ 4"pS - - - - - - ------------ i BLOCK 1 O 8"W 8"w 8,v F _ `-13"S---B"S---B`5-- 'Y- --- - - - - - - - -� INLET #31 ACHD SD-601, TYPE I RIM :2538.16 SUMP:2533.93 INV IN:2534.93 12" (N) INV OUT:2534.93 12" (S) Q25=0.45 Q100=0.63 6"PI I sq of 6'PI 6"PI 6'PI 6 " PI 6'PI 6 " PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6-PI 6"PI TOE TOE T E TOE TOE TOE TOE TOE TOE TOE TOE TOE \ TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO \ - - - - TOP - - TOP - P - - TOP - - TOP - - TOP - - TOP - - TOP - - TOP - - TOP - TOP- - - TOP- - - - ---- ---- -------------- 0 $® to@ sR® Plan Scale: 1" = 90' s INLET #9 \ ACHD SD-601, TYPE I---- \ RI M:2540.37\ 48 \ SUMP:2536.- \ () \ INV OUT:2537.37 12" S Q25=0.23 12 Q 100=0.32 32.1' 18" ADS N-12 HP� \ a 0.00% J 3 ACHD STORM DRAIN EASEMENT 10 SGT #5 RIM:2541.06 (E) RIM:2541.11 (W) INV IN:2537.20 12" (N) INV OUT:2536.35 18" (W) INLET BAFFLE:2536.25 OUTLET BAFFLE:2537.10 025-0.51 Q 100=0.71 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY NOTES. B. SEE SHEET C4.0 FOR ADDITIONAL NOTES. (7c" KEYNOTES 1. SB #3 SEE SEEPAGE BED (PUBLIC). SEE DETAIL #1, SECTION A -A ON SHEET C4.2 (25'L x 13'W x 8'D) 2. SB #4 SEE SEEPAGE BED (PUBLIC). SEE DETAIL #1, SECTION A -A ON SHEET C4.2 (821 x 13'W x 8'D) 3. SB #5 SEE SEEPAGE BED (PUBLIC). SEE DETAIL #1, SECTION A -A ON SHEET C4.2 (271 x 115W x 8'D) 4. SB #6 SEE SEEPAGE BED (PUBLIC). SEE DETAIL #1, SECTION A -A ON SHEET C4.2 (691 x 13'W x 8'D) 5. SB #7 SEE SEEPAGE BED (PRIVATE). SEE DETAIL 1, SECTION A -A ON SHEET C4.2 (361 x 13'W x 8'D Q 6. SB #8 SEE SEEPAGE BED (PRIVATE). SEE DETAIL 1, SECTION A -A ON SHEET C4.2 (711 x 13'W x 8'D) 7. SB #15 SEE SEEPAGE BED (PRIVATE). SEE DETAIL #1, SECTION A -A ON SHEET C4.2 (681 x 13'W x 8'D) 8. SB #16 SEE SEEPAGE BED (PRIVATE). SEE DETAIL #1, SECTION A -A ON SHEET C4.2 (441 x 13'W x 8'D) 9. INSTALL GROUND WATER OBSERVATION WELL PER ACHD z SD-627, SHEET C4.3. INSTALL WITHIN THE INFILTRATION 0 BED 5' FROM THE END AND OUTSIDE OF BED A MINIMUM OF 50' FROM THE PERIMETER OF THE BED. ELI ~ 10.INSTALL 1,000 GALLON SAND AND GREASE TRAP PER ACHD DETAIL BMP 01, SHEET C4.3. --33.5' 12" ADS N-12 HP -@ 0.45% V II INLET #10 ACHD SD-601, TYPE I RIM:2540.48 SUMP:2536.22 INV IN:2537.22 12" (N) INV OUT:2537.22 12" (S) Q25=0.28 Q100=0.39 I I U I III I S j 4.3' 12" ADS N-12 HP @I 141% I I -I I IQ� I Im I Iw Izm I _ II I I I I I INLET #30 ACHD SD-601, TYPE I - RIM:2538.16 N SUMP:2534.05 / INV OUT:2535.05 12" (S) Q25=0.49 Q100=0.68 e =28.5' 12" ADS N-12 HP----------- / 8'W 8"W 8'W 8"W 8"W 8"w / -4.3' 12" ADS N-12 HP / -® 0.47%-------------� �49.0' 18" ADS N-12 HP ® 0.00% SGT #16 10 RIM:2538.72 (W) RIM:2538.75 (E) INV IN:2534.91 (N) INV OUT:2534.06 (E) INLET BAFFLE:2534.23 OUTLET BAFFLE:2534.81 Q25=0.94 Q100=1.31 LJ V) z � J 0 z LZ 0 Q W cn o > > 0 z Co Q C � Q � W Lu J J 0 0 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C4.1 z O V D z 0 U Of 0 LL I z J Lu a 1,000 GALLON SAND AND GREASE TRAP PER ACHD REQUIREMENTS. REFER TO ACHD DETAIL BMP 01, SHEET C4.3. SD SDI L J *18"0 PERFORATED ADS N-12 HP. TRANSITION 5' IN BED NON -PERFORATED TO PERFORATED PIPE 1,000 GALLON SAND AND GREASE TRAP PER ACHD REQUIREMENTS. REFER TO ACHD DETAIL BMP 01. LOCATIONS, ELEVATIONS, AND ADDITIONAL INFORMATION PER STORMWATER PLAN SHEETS MINIMUM OF 20"J BAFFLE SPACING 4" OF J" CHIPS PIPE r� A 5 LF OF 18"0 * vi ADS N-12 HP w - - - - - - - - - - - - - - - - - - - - - - - - - - - - x w N � W = L� A LENGTH VARIES, SEE TABLE THIS SHEET PLAN VIEW HT CONNECTION 18"0 SOLID WALL ADS N-12 HP (EXTEND 5' INTO SEEPAGE BED) 18"0 PERFORATED ADS / N-12 HP 07 SLOPE GROUND WATER OBSERVATION WELL PER DETAIL. EXTEND MINIMUM OF 1' BELOW THE BOTTOM OF SAND LAYER PROFILE VIEW 5' SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. ELEV. - "A" (MIN.) ELEV. - "B" ELEV. - "C" NO TREES ARE ALLOWED WITHIN 10' OF THE OUTSIDE PERIMETER OF THE SEEPAGE BED ELEV. - "D" t I " 1 z E FINISH GROUND MAX. HSGW OR R6M WIDTH VARIES, SEE OR ROCK TABLE THIS SHEET 18" ADS CAP ELEVATION 4 SECTION A - PLAN AND PROFILE r� A CATCH BASIN/SEDIMENT BOX TYPE A PER ACHD SD-606. 5 LF OF 18"0 * vi ADS N-12 HP SD w m - - - - - - - - - - - - - - - - - a a x > w N ow= N � 3 *18"0 PERFORATED ADS N-12 HP. TRANSITION 5' IN BED NON -PERFORATED TO Ly A PERFORATED PIPE LENGTH VARIES, SEE TABLE THIS SHEET PLAN VIEW CATCH BASIN/SEDIMENT BOX - TYPE A PER ACHD SD-606. LOCATIONS, ELEVATIONS, AND WATERTIGHT CONNECTION ADDITIONAL INFORMATION PER STORMWATER PLAN SHEETS 18"0 SOLID WALL ADS N-12 HP (EXTEND 5' INTO SEEPAGE BED) 18"0 PERFORATED ADS * FINISH GROUND N-12 HP - - - - - - - 18" ADS CAP N ---- 07 SLOPE ---- MINIMUM OF 20"J BAFFLE SPACING 4" OF J" CHIPS PIPE GROUND WATER OBSERVATION WELL PER DETAIL. EXTEND MINIMUM OF 1' BELOW THE BOTTOM OF SAND LAYER PROFILE VIEW SECTION B - PLAN AND PROFILE FINISHED GROUND CURB AND GUTTER FPER ROADWAY PLANS. KEY 0 1. ISPWC 801 OR ASTM C33 FILTER SAND. 2. 3/4" - 2" ANGULAR ROCK. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 5. NON -WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. SECTION VIEW A -A: SEEPAGE BEDS WITHIN PUBLIC ROW NO TREES ARE ALLOWED WITHIN 5' SIDEWALK PER ACHD SUPPLEMENTAL 10' OF THE OUTSIDE PERIMETER STANDARD DRAWING SD-709. OF THE SEEPAGE BED CURB AND GUTTER PER ROADWAY PLANS. PAVEMENT SECTION PER ELEV. - "A" (MIN.) z E ROADWAY DETAILS ELEV. - "B" "C" ELEV. - z_ Ql� fn 5 w J 5 Qm tO x Fw aw W N ELEV. - "D" z Q WIDTH VARIES, SEE MAX. HSGW TABLE THIS SHEET ROCK ELEVATION EL 4 KEY 0 1. ISPWC 801 OR ASTM C33 FILTER SAND. 2. 3/4" - 2" ANGULAR ROCK. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 5. NON -WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. SECTION VIEW B-B: SEEPAGE BEDS WITHIN PUBLIC ROW SEEPAGE BED TABLE SEEPAGE BED TYPE SECTION BED LENGTH (FT) BED WIDTH (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) DESIGN INFILTRATION RATE (IN/HR) SB #1 PUBLIC A 65 13.0 8.0 2530.54 2528.50 2525.88 2520.50 2517.3t 3,252 8.0 SB #2 PUBLIC A 58 13.0 8.0 2533.08 2531.00 2528.41 2523.00 2519.4t 2,904 8.0 SB #3 PUBLIC A 25 13.0 8.0 2536.49 2534.40 2531.78 2526.40 2523.Ot 1,248 8.0 SB #4 PUBLIC A 82 13.0 8.0 2538.04 2536.00 2533.36 2528.00 2525.Ot 4,094 8.0 SB #5 PUBLIC A 27 11.5 8.0 2541.11 2539.50 2536.35 2531.50 2528.5t 1,190 8.0 SB #6 PUBLIC A 69 13.0 8.0 2533.41 2531.90 2528.53 2523.90 2520.8t 3,442 8.0 SB #7 PUBLIC A 36 13.0 8.0 2531.88 2529.80 2526.98 2521.80 2517.9t 1,801 8.0 SB #8 PUBLIC A 71 13.0 8.0 2531.17 2529.10 2526.55 2521.10 2516.4t 3,577 8.0 SB #9 PRIVATE B 30 8.0 7.5 2527.77 2524.75 2521.77 2517.25 2514.1t 865 8.0 SB #10 PRIVATE B 73 8.0 8.0 2527.45 2524.40 2522.40 2516.40 2512.9t 2,261 8.0 SB #11 PRIVATE A 37 13.0 8.0 2528.46 2526.40 2523.79 2518.40 2514.8t 1,848 8.0 SB #12 PRIVATE A 35 13.0 8.0 2530.03 2528.00 2525.35 2520.00 2516.3t 1,729 8.0 SB #13 PRIVATE A 33 13.0 8.0 2531.25 2529.25 2526.58 2521.25 2517.9t 1,662 8.0 SB #14 PRIVATE A 46 13.0 8.0 2531.26 2529.20 2526.69 2521.20 2517.4t 2,286 8.0 SB #15 PRIVATE A 68 13.0 8.0 2533.71 2531.70 2528.98 2523.70 2519.9t 3,384 8.0 SB #16 PRIVATE A 44 13.0 8.0 2538.72 2536.70 2534.06 2528.70 2525.6t 2,198 8.0 GENERAL NOTES A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 13 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON THE TEST PIT LOGS, WHICH SHOW POORLY GRADED GRAVEL AT THE APPROXIMATE BOTTOM DEPTH OF THE PROPOSED SEEPAGE BEDS. FOR ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL ENGINEERING REPORT "POLLARD LANE REALIGNMENT - POLLARD LANE & CHINDEN BOULEVARD" PREPARED BY MTI, DATED AUGUST 31, 2016. B. ALL DRAINAGE STRUCTURES SHALL BE HS25 OR GREATER LOAD RATED. C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. D. BED WIDTH SHALL REMAIN CONSTANT. E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE -DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. O a A- 18" PIPE A5 0G 46. 00., �.1 J_ 18" PERF PIPE WQ PERFORATION SCHEDULE 3/8" PERFORATIONS IN VALLEY OF CORRUGATED PIPE. 5 EA ON 18". a 0 0 Z 0 0Q m Q Z Q 0 Lu J J 0 L) Z ^J I..L Z Lu Lu 0 `^ Lu Lu 0 H V) km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 SEEPAGE BED DETAIL #1 NTS C4.2 SECTION N.T.S. i01 / r,CT R-VISION e� (3L PLAN CONCRETE COLLAR N.T.S. ro� SECTION CONCRETE COLLAR N.T.S. IDAII � 1IAN )ARL� I(,L FU +LJ� ,FOR cs GITCUNI, iJ FI F-k SIAVDAI)L Lra ING :NS RLC ION - ` R`.,'AT C N T C; E) T T EACH.-) SUPP. FMFNT) ' OF 2 -=GEND 'AF L COVER, 8" DIA. lhA-ERTICHT GALVANIZED SEEL EOM DOWN COVER ANC CAN S-=R n 5 CASE R i NCI I IID -:GD CONCRETE (CCLLA.R), CLADS 30%0 (ISPWC SECTION -C3) DA I OI FS ON SI OTS ;.JT INTO PIP- AT 3" ON CENTER IRA,CFR AP- SHAI I - IFFLACED CN OJISIIJE OF PVC LIFT, MIN VJM 18 CAJCF, INSJI.AL ,, SINC_F— CCNJJ(.IOR CO ?PEP WIRE, NSULATON COLOR S-IA-L BE GRLEN W11H ITIT-L 6• LAMETLR COILS IPE SEAL BE PERFORATED PVC, ASTM D 3035, SDR 35. 'W`LLS BACKFILL=L IN A 'IT REOL R= 6n" -I-'E. DR -LLD AELS MAY SE "' P'- K N Y'EFN RITF F 9C ,.ROUND CPFHINAVE 3M, FABR COLD L -S/2FAV GC,C YP O-YI NF FVE RFINEORCR1FNT A 1 i CY .� CKF_L I1 IERI - IJ P1 ICI- [OPA IIL�L. FOR OB�LR"Al Jf WELLS CA LD IRN A EI/I FACI_I". J F PIPE B C . C. - FOR Oo ,FRVATI )N Ao S I CC ATFD CL _ -)F HMP FA..II -. S N) LS- 1. CJNIYN.I-R CSSFR IICN 4-11S ARF FCR MF,ASIRFMFVI OF CRCI. VI;NJAIFR FTFI`; PJ -HIIN CR NFAR f RM DR .IN CI I Ar II I 7. THIS DETAII IS OR `A%EI S INS A.. FG RY GRII IVC CR D3' FXCAVATFD FITS IOCA-ICN 0 GNOUND'oVA FR OBSFRVALION �A'FI.S S IA. R AP�ROVFF' 3Y AC IN 4_ CBSE�v.AT ON `NCLS NOT AL_CWED IN --kRB OR VALLEY GI,TTEI� SECTION 20'7 ACHE REVI-�IOY ID/,T ,T NE ROS ICI rI� -CR F 1HI C N:0-1K� G ��J �. V D ` �AT \ STANDARD DRAWING C�1N-,IRIICI�"N T�P`:EP�,ATITN ,)TI SD-627 HL F,1FN i OF 7 r - - t � � i A q ytio 5a° z L- - - - - - - - - - - - - - - - - - - - - - J PLAN VIEW 6 6 N.T.S. 3 =� 5 Z �A7-�lFLO o B FLON ELEV A4 rILEV D J INLET BAFFLE WALL J�I ELEV C 20'"STD SECTION A -A N.T.S. NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY LEGEND: t MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) 2 LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) a H 1-FT USE GRADE RINGS (TYPICAL) 1-FT < H <- 2-FT USE 24" DIA RCP RISER 2-FT < H <- 10-FT USE MANHOLE CONE & 48" DIA RISERS aO EL. A > EL. B BY 0.10 MIN EL. D < EL. B BY 0.10 MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD s WATERTIGHT SEAL e PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2015 SAND AND GREASE TRAP STANDARD DRAwINc ACHD STORMWATER GUIDELINES DESIGN B M P 01 1 OF 2 0 V) z Q J d z Lu 5 Lu ON Lu Lu Q �C G 0 N km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C4.3 KEY MAP SEWER ALIGNMENT "B" W. WAVERTON DR. Q � Y a SEWER ALIGNMENT "A" O � V z Q v~i J � O aL17 W. CHINDEN BLVD. � A SSMH #2 (60-INCH) STA: 2+23.88 OFFSET: 0.00' N: 729314.59, E: 2434559.46 SSMH #1 (60-INCH) STA: 1+59.67 OFFSET: 0.00' N: 729250.38, E: 2434558.81� 0 d3 2+00 d3 3 J - — —L as la„s N. POLLARD PL. 9a w a^w ' 9° 8"w Id„9---Id„9 Id„9 ------ —�1 Q � SSGO #3O O1 C� WET WELL ° STA: 2+86.91 OFFSET: 0.00' STA: 1+15.67 OFFSET: 0.00' u N: 729377.62, E: 2434560.10 N: 729249.93, E: 2434602.80 - 00 s o~c - BLOCK 2 ± Q y SEWER ALIGNMENT "B", Ld.9 1 s s SEE THIS SHEET 0 r i SEE FORCE MAIN AND SEWER LIFT STATION CONSTRUCTION PLANS (SEPARATE PLAN SET) ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" 9F)45 0 5 10 15 Profile Vertical Scale: 1" = 5' 9545 N 2540 2540 Z v VO 0 v-co SO U O �Z voo o o ao 00 N Z a0 OJ N N 1 O�S O roZ a O n N m O N 2535 o 0 o, - �o m N o; OI ° m MH 'no N N ;)0 oo O +ND 2535 W NM N — N O = N N Z Z O O N N O E> NH� Z Z NHE> > > (U> 3 Z — N fn F Z Z Z 2530 2530 FINISHED GROUND EXISTING GROUND 2525 2525 2520 2520 2515 2515 2510 8" PVC 0 0. 2510 % Li 63.04' o 64.21' of 8" PVC 0 0.42% 2505 44.00' of 8" PVC 0 0.43% 2505 STA:1 +20.00 1 INV:2509.29 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2500 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2500 M M O N N T m 0 m O N N M M N N N p N N � M O N N N N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. CONNECT TO WET WELL PER "POLLARD SUBDIVISION No. 1 LIFT STATION AND FORCE MAIN" PLANS. 2. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC STANDARD DRAWING SD-506A. a SSMH #4 (60-INCH) SEWER ALIGNMENT Iw, o Q � J z STA: 4+46.97 OFFSET: 0.00' N: 729311.27, E: 2434906.41 z SEE SHEET C5.1 d 5:'PL _ _ —F P _ _ • "PL _ _ 53L _ _ -GPL _ _ fiPl_ _ _ G:PI_ _ _ 6:PI= 6:PI 6:!B 6" "PI (n W. WAVERTON DR. Z 0• ' e'w e'w e'w e'w ev aW aW aW a'w a'w a'w w w a w - 94 : 1 0a +00a +00 5+OO+00a % a"s a"s i a"s i a"s a"s O"s s"s s"s � a"s a"s ° SSMH #2 (60-INCH) 9°F 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 49a 9`-4"PS 4"PS 4"PS 4"PS 4"PS "PS 4"PS STA: 1+00.00 OFFSET: 0.01' 3 f ;9 N: 729314.59, E: 2434559.46 5 1s"So N G — • L- _ _ _ _ _ _ _ _ _ - SSMH #5 (60-INCH) I .D SEWER ALIGNMENT "F' SEWER ALIGNMENT "A", , _ SEE THIS SHEET - SEE SHEET C5.4 L J NS729307953E:F2435253.036 I I I I EG I I I I�6 1 ��ALIGNMENT "6" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 9545 BLOCK 2 OSEWER ALIGNMENT "C", SEE SHEET C5.1 �1y 12"W 7 s 4" L z � BLOCK 2 I I zl 9545 2540 0 0�^ 2540 _ 0 vNv Z� O .W.iZ O I� n Zli N N L ZI co co O 0 t0O 0 rn rn rn 0. t 0 U7 N M Nj u] in N m2NN H 0 0600 N - _ �?in N Z O 2535 No�NN N �OMNN _+inZ �» 2535 Z Z N Z Z =O V N d' Z Z Z _+ N > > > _+ N > > > FINISHED GROUND 2530 2530 EXISTING GROUND 2525 2525 2520 2520 2515 2515 346.96' of 8" PVC 0 C 346.96 of B" PVC 0 0.42% 2510 2510 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2505 FINISH GROUND FF CENTERLINE OF SEWER PIPE ALIGNMENT 2505 O Q N r N O O M O`0 O 7 co O co N O 7 �n w O m h m N rn N a cD ^ h O co N N n O O O O O O N N O N O N O O N M N N i 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 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 Z w w O J J J Z 00 z0 �aa OZ Lu 2 Q Q z z waa z J J co Q 0 a a Q Cc Q m 0 Z Z Lu G Lu Lu Q Lu Z Z J C9 0 Lu Q —.1 d N km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.0 Z 0 H V D H N Z 0 U Of 0 LL 0 Z I �N I..L Q Z J W a KEY MAP SEWER ALIGNMENT "C"-,,_ W. WAVERTON DR Q Y a O � V z Q v~i J � O z 1 W. CHINDEN BLVD. SSCO #6 STA: 1+00.00 OFFSET: 0.00' N: 729369.43, E: 2435253.94 SEWER ALIGNMENT "B", SEE SHEET C5.0 ALIGNMENT "C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 917)4..5 2.ri4.Fi v 2540 0 O N UO o �Z 'lN Z 2540 =O Z DJ N _ N M M 1 0 h l� � OO N U O N N Z= .Z.i O .N.i.W.. 3 v O v W v O O Z O O o N �� lo m M Nl roij N N O N ifl O cOorn� do M U ZO O ___ N co N c0 V Z� o __ N N 00 M U Z �v O N 00 ^ O N N O�� ON +N ZZ I�O>m Nif1 N com Oo 0 � ooO M -O ^O r O N 2535 ONO > SIN-- `u) 0 Z pMNN H =MNZz o Nao�in�n� ��ND N �r�nn N om^� ��� 2535 N m, d' Z (nNd' — — — hM N N N H rn�� r0 N N H O ��O N N N~ Z Z Z S N Z Z Z 00 =toN + Lo Z Z — — O =coN + Z O OmN + 0 !n~� Z Z Z Z > > > Z Z Z �a�> nN0 > Nf�M> — FINISHED GROUND 2530 2530 EXISTING GROUND J 2525 2525 2520 2520 199.4 ' of 8" PVC ® 0.42% (� 2.02% S' PVG 0 -T- 8 of 2515 208.51' of B" PVC ® 0.427 gg 55.00' 0 8" PVC ® 0. 2515 208.51' f B" PVC 2510 1.48' of 8" Pv ® 0.42% 2510 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2505 FINISH GROUND F CENTERLINE OF SEWER PIPE ALIGNMENT 2505 h NO O Fo M w r O o O^ M r a o N o o r o m N rn w 0I o N M n o 7 m N co r r rn 7 N N) M N N M M N N M cV N I'] M N_ N M M M M _ O_ M M O_ '� M m M N co O N r O N r o N N O N M m o N� N m N O M N N N� N � N N �� N N � N N N N N � N N N N N � N N � N N N N N N N N N N D] N N U] N N N U] N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER a 0 NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. to 1. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC z STANDARD DRAWING SD-506A. 0 N 2. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM > � CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN ~ STANDARD DRAWING G2. WIDTH PER PLAN. 14' MINIMUM. r-1 Z Lu O Q = Z 0 z0 2 O Q w75 a j 2 z W Q Z J m Q Q Z Q C U N 0 LLuLu cz L / IJ�G � J W J O J a wQ cn km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.1 KEY MAP W. CHINDEN BLVD. -�' A I � J SEWER ALIGNMENT "C", •i>m z of f SEE SHEET C5.1 g I� z BLOCK 2 � f I- ,-- I � TJ Li — — _ 99 g0 F O SSCO #12 STA: 1 +00.00 OFFSET: 0.00' N: 728891.50, E: 2435195.54 z Q� oZ I" 2 w:2 VQ) Ow Q III Y Q I 0 Ilo II OSSMH #13 (48-INCH) SSMH #14 (48-INCH) 12"SD STA: 5+53.45 OFFSET: 0.00' STA: 7+90.89 OFFSET: 0.00' o N: 728886.95, E: 2435648.96 N: 728884.57, E: 2435886.39 W. LITTLE RAVEN LN. -- aw -- aw T------ aw-------aw aw -- aw aw - aw------ aw - aw aw 8+ w s��••r��••s - - --s.•s�a.•s - - - - s'•l� - - - - �••r��•'s��Ys - - - - s••s SEWER ALIGNMENT "C", w SEE SHEET C5.1 BLOCK 2 o� �� 0 ��ALIGNMENT "D" PLAN AND PROFILE 9s5n BLOCK 2 o SEWER ALIGNMENT "G", 1 w SEE SHEET C5.5 z"P�j z'aI w� L-J �N f C) w I O w SEWER ALIGNMENT "E", w SEE SHEET C5.4 V) a a° • I II 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY (C' OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER a 0 'NOTE M 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. Ln 1 u 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL 1 POTABLE/NON-POTABLE MAIN/SERVICE OR BLOCK 1 SEWER ALIGNMENT "J", SERVICE/SERVICE LINE SEPARATION PER CITY OF OSEE 6 SHEET C5.6 Lu MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 C1.1 FOR ADDITIONAL INFORMATION. SSMH #15 (48-INCH) 1 LuSHEET STA: 10+44.85 OFFSET: 0.00' = 1. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC z o N: 728882.02, E: 2436140.34 STANDARD DRAWING SD-506A. - - - - - - - - - W. LITTLE RAVEN LN. - - - W 2. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM Lu-a"w a"w a'w a'w a' CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN Lu - - - - - - - - - - - - - - LL� STANDARD DRAWING G2. WIDTH PER PLAN, 14' MINIMUM. W a SEWER ALIGNMENT "J", �z SEE SHEET C5.6 1 z >w L—J J � o W 1 T y o E5 w BLOCK 1 1 Uw U O oN N 1 Q IMI ?.5. ,)n 2545 2545 0 3 TO O — — — U ZO 3 =o Z� vN3 - v� o-� cocoN00 000 2540 TO �N � _ _ W T � Co co O � Ln ro �mm�o 2540 _ _ Z U Z_O Coo o O .Ni.'-'-'i �'V vc0 coo � �co r cD� N +MNNN O�Z Z Z = O a0 UO N ZO _ _ CO N a0 CC c0 (O t0 ON] N +�Z Z O~�Z O Z Z Z O 0 0 0 ���c0 = r N-- O N N z z z 2535 N �O o N m F ri � 1' 1' n N ink N N N H �» O 2535 �Q }�O O +�nZ Z Z NN�.Z Z Z N~— ¢ Z Z Z Z FINISHED GROUND -7� N> cn v) a' — — 2530 2530 EXISTING GROUND 2525 2525 2520 2520 253.96' Df 8" PVC ® 0 0 237.44' of 8" PVC ® .42% 0 400.00, of 8 PVC ® 0.427 2515 2515 53.45' of 8" PVC 0 .43% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FF FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 W O O M O M N N m N ^ o7 M O a n a c0 cD O m N N ^ o N h r O m o O N r n r M N n CO O o N O O N o m N m cD 7 m N O M M O M M Q O I'] O j7 M M M cD M M M . cV , cV �'] N �'] , N �'] N N M M'i N M M'i N M] M N M M M'i N �'J M'i M M M M a N M Ln N if) N N N N N N N �1 N N N N Ln N N N if) N N Ln N N if) N N u] N N u] N N N N N N N N N N N N �1 N N N N �1 N N N N �n N N N �1 N N N N N N N N �1 N N N N �1 N N N N M u] N N N M u] N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 r-1 V) Zw Q LL J O z0 O = Z Q Lu z LU Q Z CIO 0 � Q C 0 Lu z Llccl JL or G W 0 �Lu Q N km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.2 Z 0 H V D H Z 0 U Of 0 u- 0 Z I Q Z J W a KEY MAP W. WAVERTON DR. Q Y SEWER ALIGNMENT "D" a 0 � V z Q v~i J � O z 1 W. CHINDEN BLVD. NI LO U t t z g SSMH #16 (48-INCH) STA: 13+10.30 N: 728879.36, OFFSET: 0.00' E: 2436405.77 WLu O = W. LITTLE RAVEN LN. ' a"w a"w a"w a"w a"w 8"w 1 w- W— — — — — — — — — — — — — — — — — — v I z o SEWER ALIGNMENT Lu w SEE SHEET C5.6 �w L—J z� w 0 w 2 t U N BLOCK 1 0 Q 1 ALIGNMENT "D" PLAN AND PROFILE SSMH #17 (48-INCH) STA: 14+02.03 OFFSET: 0.00' N: 728878.44, E: 2436497.50 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 95-)n BLOCK 1 O �z wg Mw 0 w � w _F- -1 w z r SEWER ALIGNMENT "L", o V) SEE SHEET C5.6 W. LITTLE RAVEN LN. 5 — 8-15 — — ----- ---- I 19"SD— LSSMH #18 (48-INCH) SSMH #19 (48-INCH) STA: 15+92.50 OFFSET: 0.00' STA: 17+45.95 OFFSET: 0.00' N: 728791.73, E: 2436667.09 N: 728790.19, E: 2436820.53 O SEWER ALIGNMENT "L", 5 SEE SHEET C5.6 n � iO 0 3 o w 3 =o v w_ 0 3 2545 Z L -- w a0 D0 00 00 Z ZO o _ co 0 1 O 0 00 N O M N Z L -- .0 W N n �'tM 2545 1 1 co 15 N �O [00'60Nj nnO 00 NNN 0.0NN N N a0 ���NNj m- M'" N } M N N ��M�N N- =0�NO Z M Z Z =�?N N Z Z O =�N � Z O ¢ �¢ � E> > V) a Z Z =—N U) O > 2540 (nN0' >> > Z Z Z NND_' � > > Z Z Ul (n 0' Z Z Z 2540 FINISHED GROUND J 2535 EXISTING. GROUND 2535 2530 2530 2525 2525 153.45' of 8" PVC ® 0 65% 190.4T of 8" VC @ 0.65% 1.73' of 8' PVC ® 0.65% 2520 265.4 ' of 8" PVC @0.42% 2520 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 N O O a M 0� Q� O N M O O r O N O � O N O M M Q� M N M N O t0 Iin 00 ui in M N in M] <o M co M] O �o M] w ^ h'1 M] ^ n !n n !n n !n � n !n n M m � M !n Cd !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 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. a p r-1 Z Lu Q d LL J O ZO O= Z� Q w z Lu Q Z mQ_ Q�.�/� Z Q Cc N d � 0 Lu z Lu or G J Lu J OLu Q Ln km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.3 KEY MAP SEWER ALIGNMENT "F" W. WAVERTON DR. a Q J 0 — — z 1 SEWER ALIGNMENT "E" W. CHINDEN BLVD. ml 20' CITY OF MERIDIAN �f�� [BLOCK 1] SEWER EASEMENT SSCO #220 O O BLOCK 1 14' STA: 4+72.63 OFFSET: 0.00' N: 728623.51, E: 2435996.41 z O — 2 CVO \ SEWER ALIGNMENT "D"Ap SEE SHEET C5. — �o --LPL--�"PL.---EP --�L— • • 8"W — a"w 8"W _ + N. RUSTIC OAK WAY SSMH #21 (48-INCH) STA: 3+60.00 OFFSET: 0.00' 1 090 2+00 d N: 728624.58, E: 2435883.78 3 +00 a 8'8"S a4 4PS 4PS8'S 4' 4"PS S 4'PS- "PS 4-PS 4"PS 4"PS 4"PS T8-S � i a^so • ass I v L----------� SSMH #14 (48-INCH) SSMH #20 (48-INCH) STA: 1+00.00 OFFSET: 0.00' STA: 3+00.00 OFFSET: 0.00' BLOCK 2 w N: 728884.57, E: 2435886.39 N: 728684.58, E: 2435884.38 O a 3 O SEWER ALIGNMENT "M", L—j BLOCK 2 m qi SEE SHEET C5.7 O J SEWER ALIGNMENT "D", SEE SHEET C5.2 ALIGNMENT "E" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' ?.,�,�n 95-)n 2545 2545 3 xo �N 1omrn o mrn _Z v O o 3ao 25402540 � x0 0 0 1 o EO a0 tO1� O M N N H +�zZO .00 ^ Nh6 00 0 O - N o O) O Q>> > O O N O O N O N N if1 O N O N u] N n O N cD N 2535 v)((n of zz z NONNN H +� M N Z Z 0 NO�it] +,N = M N Z 0 NN +� O 7 N 0 2535 x FINISHED GROUND N .. .. z z z .. .. N'< � z z 0 .. .. N z — — v) o 0' z U) Vl 0_ z 2530 7-- 2530 EXISTING GROUND 2525 2525 112.63' f 8" PVC ® 0. 2% ® 1.41% 2520 f 8" Pvc 2520 6 .00' of 8" PVC ® 0.43% 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 (0m NN O O cV N M M M M M M L M L M N N N N N N N N N N N N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SSMH #4 (60-INCH) STA: 1+00.00 OFFSET: 0.00' N: 729311.27, E: 2434906.41 SEWER ALIGNMENT "B", SEE SHEET C5.0 BLOCK 2 � U I L J SSCO #23 0 STA: 1+51.00 OFFSET: 0.00' z N: 729260.27. E: 2434905.92 ALIGNMENT "F" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" = 50' 917)4..5 0 5 10 15 Profile Vertical Scale: 1" = 5' 9.ri4Fi 2540 0 vN 9 v-0 o o O co 2540 U z t 0 o oo m _ � �? x O O N� 0 M O 2535 't O N u M N N N Z Z 0 N + 00 Y. N 0 2535 _± (N/ 1 V a_ z z z f n V l E Z 2530 2530 FINISHED GROUND EXISTING I GROUND 2525 2525 2520 2520 2515 2515 2510 2510 51 00' of 8" PVC ® 0.43% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2505 2505 N c � M O O O N N N N 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY (C' OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER a o NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. N 1. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC Z STANDARD DRAWING SD-506A. 2. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM w CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN - STANDARD DRAWING G2. WIDTH PER PLAN. 14' MINIMUM. r-1 Z W W O J_ J J LL LL Z d O O z0 �aa = Z OLu Q Q > — z z waa Z J J co,{ 0 d d Z CC W LL Ln Z z 0 LLu LV CC G —22 W W Q li z z J Lu (D 0 0 Luaa N km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.4 Z 0 H V D H Z 0 U Of 0 u- 0 Z I Q Z J W a KEY MAP SEWER ALIGNMENT "G" SEWER ALIGNMENT "I" W. WAVERTON DR. Q a O V z Q v~i J � O z 1 SEWER ALIGNMENT "H" W. CHINDEN BLVD._ A W. LITTLE RAVEN LN. --- a aw aw aw aw— — vs— -----Vls— —ems--- z l I l m I I I --------- is•so z F I I SEWER A "D", BLOCK 2or z BLOCK 2 " Z SEE SHEET C5.2 O cc O Z" BLOCK 2 0+ BLOCK 2 I 0 0 + 114 � I SSMH #7 (60—INCH) STA: 1+00.00 OFFSET: 0.00' �'° f SSCO #240 SSMH #9 (48—INCH) STA: 1+00.00 OFFSET: 0.00' °j°m f SSCO #25 O STA: 1+55.00 OFFSET: 307.36' N: 729099.46, E: 2435251.17 z STA: 1+55.00 OFFSET: 0.00' N: 728792.09, E: 2435247.94 z J z N: 728791,54, E: 2435302,94 o z N: 729098.88, E: 2435306.16 ts o low "C", m w SEWER ALIGNMENT "C", j SEWER ALIGNMENT SEE SHEET C5.1 f N o SEE SHEET C5.1 N o l i l i v3 i �w z i f I - I� ALIGNMENT 'G" PL��NAND PROFILE ALIGNMENT 'H" PL��NAND PROFILE 0 50 100 0 5 10 15 0 50 100 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 955n ?.55n 2545 2545 z 2540 u z O o oo � co co n — rn p p M O _ oo rn O M 2540 l0 O ho O N N +NZZ' �¢ O p+o "' p N 0 ¢�' 2535 ��azz z u)u) 2535 2530 EXISTING GROUND 2530 FINISHED GROUND 2525 2525 2520 2520 2515 2515 55.00' of 8" PVC 0.62% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2510 2510 N N N N 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT 75.5n ?55n 2545 2545 2540 2540 z CO V w n 3 U Z W oo 00 r7 o oo p o p v 2535 ao,^� �— N F N�NH Om� N 2535 OOi.OjNN +� Z Z � O +� 7 p x N-- O H� 1 1 � N � N H 1 N V) N Z z Z Z 2530 2530 FINISHED GROUND I EXISTING GROUND 2525 2525 2520 2520 2515 2515 55. O' of 8" PVC 0.62% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2510 2510 v `0 rn N o m o N N N N 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT BLOCK 2 �, BLOCK 2 6 2 o8 w9a. m SSMH #13 (48—INCH) 9° SSCO #26O STA: 1+00.00 OFFSET: 0.00' STA: 1+42.00 OFFSET: 0.00' N: 728886.95, E: 2435648.96 z Q� N: 728844.95, E: 2435648.54 m �z SEWER ALIGNMENT "D", I N SEE SHEET C5.2 i� V) ml p I m ALIGNMENT "I" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" = 50' ?55n SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL 4" TRAFFIC RATED CLEAN —OUT PER ISPWC STANDARD DRAWING SD-506A. 0 5 10 15 Profile Vertical Scale: 1" = 5' ?55n 2545 2545 _ 3 x0 Zo �N 2540 co o o 2540 " MO2N�2 W N O N N M c, ±NZZ O p " ' O co 2535 N~� ���zzz o o O,o2530 2535 I.-S FINISHED GROUND ~ — z (n� 2530 EXISTING GROUND 2525 2525 2520 2520 2515 2515 42. ' of 8" PVC @ 2.00% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2510 2510 M N � NN M 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT a 0 Lu Z LL O Q0 Z � � Z O z 2 Oza Q cn< wz _ a i Lu Z m Q O = Z Q CC 0 w N Q Lu J W J O Lu� N J Q km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.5 KEY MAP W. CHINDEN BLVD. W. WAVERTON DR Q � SEWER ALIGNMENT J Y FSEWER ALIGNMENT "K" z Q� � Z W � W 0 O W } I- W U W BLOCK 1 o N OrT+IIO I O m I II SSCO 28 I I � I I Z Z <� oz >I �I VI Zoe r �_ w p U W oN N BLOCK 1 I O SSCO #27 # STA: 1+00.00 OFFSET: 0.00' STA: 1+97.00 OFFSET: 0.00' N: 728937.02, E: 2436140.89 N: 728840.02, E: 2436139.91 SSMH #15 (48-INCH) STA: 10+44.85 OFFSET: 0.00' SEWER ALIGNMENT "D", N: 728882.02, E: 2436140.34 SEE SHEET C5.2 I I � �• ALIGNMENT "J" PLAN AND PROFILE I I I I Z I I i l p BLOCK 1 i BLOCK 1 O i i 9a i O SSMH #16 (48-INCH) V 1 SSCO # 29O STA: 1+00.00 OFFSET: 0.00' N: 728879.36, E: 2436405.77 STA: S3.6 OFFSET: :2873Z436405.35 r SEWER ALIGNMENT "D", ? V) SEE SHEET C5.2 o gal Uw ALIGNMENT "K" PLAN AND PROFILE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC STANDARD DRAWING SD-506A. a i i• p I I I m Q�I �ZI � V) I UWI O O BLOCK 1 r — -� �� BLOCK 1 j O6 8 O Li Fr — SSCO #310 O1 55G4 #30 z STA: 1+97.00 OFFSET: 0.00' STA: 1+00.00 OFFSET: 0.00' N: 728845.19, E: 2436821.08 o N: 728748.20, E: 2436820.11 z I n SEWER ALIGNMENT "D", r�E SEE SHEET C5.3 c� 3 0 Z � ON "<I N J ALIGNMENT "L" PLAN AND PROFILE 0 50 100 150 0 5 10 15 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' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 9�) �)n 97) 7)n 2.�) �)5 2517i5 2545 2545 x0 w- 3 V 0 z'? ao o co T � co co oo - 2540 0 pO m o 0 0 m O 2540 r0 NOp�jH N u1 N N +�Z O Lo ZZ +N 7 O N o N H:2>>> > 0 U> O N Z z Z Z - 2535 N " �Z o O m N O M � 2535 EXISTING GROUND N rn IN M FINISHED GROUND o ±N o N H > 2530 Z 2530 2525 2525 2520 2520 55.00 of 8" PVC 0 1.621 I 42. 0' of 8" PVC @ 0.62% 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 O M r N o O N N 0+50 1+00 1+50 2+00 2+50 2550 2550 3 v 2545 x0 Za �� _ � 0 2545 I co o 00 N O O M M q m O O N Lo N N ? .Z.. ± O 2540 x 00 NZZ O a > > > -Z Z Z 0 co O N 0 2540 00 0 0 N Ln nj N N � M 2535 FINISHED GROUND NLC U > 0 Z 2535 EXISTING GROUND 2530 2530 2525 2525 2520 2520 42.0 ' of 8" PVC 0 0.62% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2515 2515 OP O M � r7 N N 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT 25�.5 9.�) �) �) 2550 2550 0 v Z o x0 Z 2545 0 Co coo as 2545 N] 0 N 00,E Opp I:NN N 16 N N� N N H c6 Z =O }'n7 =±NZ O O 2540 O- N Q>> > z N N a z z Z O _ o oo 0 2540 O m N FINISHED GROUND-+ M p N moo O�No EXISTING GROUND N N 2535 Z 2535 2530 2530 2525 2525 55.00' of 8" PVC 0 .121 I 42. 0' of 8" PVC V 0.62% 2520 2520 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 O N N co [O co cd N 0+50 1+00 1+50 2+00 2+50 N LU r-i J Z u- O a° a z O z O Q Lu z z z :Ea \ J coQ O a D Q CC ]G N d ow 2i"' C _ Q C Cr- w J w J z O (� N a km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.6 KEY MAP W. CHINDEN BLVD. I I V- BLOCK 2 III BLOCK 1 I II I 12"SO • �: SEWER ALIGNMENT "E", SEE SHEET C5.4 w — — — — — — Np' I. 2'"' 6^W O I � „S L- - — — — — — — 1 — O SSCO #32 Z STA: 1+00.00 OFFSET: 0.00' a N: 728685.30, E: 2435812.03 z w� I �N I wo O s3 I. w 0Nl N I I to lm I � \SSMH #20 (48—INCH) STA: 1+72.36 OFFSET: 0.00' N N: 728684.58, E: 2435884.38 s ril O ALIGNMENT "M" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" = 50' ?,�,�n 0 5 10 15 Profile Vertical Scale: 1" = 5' 9n 2545 2545 2540 g o .0 0 v3 v 00 2540 Zo rn moo O a) O 'd 'd N q W O O N I o O H NhNN c! H 2535 o±No (U/]H�> =±Nzz o > > 2535 N��> (/ 1 (N w Z 2530 FINISHED GROUND 2530 EXISTING GROUND 2525 2525 2520 2520 72.3 of 8" PVC C 0.62% 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 cq m 7 O � N m N N O M] N N N r7 N N N N N 0+50 1+00 1+50 2+00 2+50 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL 4" TRAFFIC RATED CLEAN —OUT PER ISPWC STANDARD DRAWING SD-506A. a 0 c-I Lin Zw O Q LL 0 ZO O= Z0 z w N p a > — 2 z LU Q Z J CIOQ p Zp CCU Ln d LLu ~ Z Q C Lu Z J l7 O a wQ N km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.7 INSTALL 55 LF 8" PVC PROJECT LOCATION b ti Z W. CHINDEN BLVD. INSTALL 140 LF 12" PVC VICINITY MAP SCALE: NTS CONNECT TO EXISTING 12" PVC 30' SUEZ EASEMENT 2 - 12" COUPLINGS 30' SUEZ EASEMENT 30' SUEZ INSTALL 50 LF 8" PVC EASEMENTS INSTALL 60 LF 12" PVC INSTALL 345 LF 8" PVC INSTALL 355 LF 8" PVC � � � INSTALL 665 LF 12" PVC INSTALL 270 LF 12" PVC INSTALL 230 LF 12" PVC P INSTALL 330 8 PVC .. 6.pi .. .. LF r25' a"sa"s s"s e"s s"sWWAVERTON DR.a"PS a"Ps a"Ps a"PS a"Ps a" a"Ps a'Ps a"Ps a'Ps a"Ps a'Ps a'Ps a'Ps -» a"P5 'Pa'Ps a'Ps a'Ps a'Ps a'Ps a'Ps LF 8" PVC z_ o INSTALL 65 LF 8" PVCSEWER INSTALL 210 LF 8" PVC N INSTALL 80 LF S" PVCINSTALL 615 LF 12" PVCD HYDRANT 10' MIN. `30' SUEZ EASEMENT j CONNECT TO EXISTING 12" PVC F'Om 2 - 12" COUPLINGS BLOCK 2 - 10' MIN. Ap z 1 1 LOT 5 S 532,342 SF Q BLOCK 1 ELEV:2531 ri j Y 462,906SF INSTALL 175 LF 12" PVC o INSTALL 205 LF 8" PVC N p ELEV:2538 =' Q j I L INSTALL 415 LF 8" PVC � \ } INSTALL 25 LF 12" PVC o �I ry III a a z INSTALL 395 LF 8" PVC INSTALL 270 LF 8" PVC I = co z I z INSTALL 230 LF 8" PVC INSTALL 265 LF 8" PVC a 25' MIN. _ :230' SUEZ EASEMENT 25' MINI Z z I ni �n o INSTALL 40 LF 8" PVC 30' SUEZ EASEMENT i N r 0 10' MIN. INSTALL 70 LF 8" PVC N `� --- BLOCK 2 �-- v -- -- ---�� END — — — — — — s'; LITTLE RAVEN LN. �;��y� a� $. _ - -a-s- - s-s - -a-s - -�,5- - - - -a - \�� INSTALL 435 LF 8" PVC � 0 SUEZ EASE LOTS ., _ 3 EASEMENT L 532,3425E 30' SUEZ EASEMENT 1�I _ 30' SUEZ EASEMENT ELEV:2531 _ _ _ _ _ _ - - - - - - � - - � _ PROPOSED WATER LINE °'- - - - - - - - - - - -_- _ _ _� INSTALL 40 LF 8" PVC INSTALL 60 LF s' Pvc r ) I PROPOSED FIRE HYDRANT ' INSTALL 40 LF 2" PVC Pi INSTALL 60 LF 6" PVC J INSTALL 60 LF 2" PVC \ \ \ _ W.LITTLE RAVEN LN. / J INSTALL 105 LF 8" PVC INSTALL 205 LF 8" PVC \ \ \ � _ = � _ _ _ _ — — — — — — — = J /l PROPOSED BLOW -OFF INSTALL 60 LF 2" PVC BLOCKI INSTALL 60 LF 2" PVC m INSTALL 60 LF 6" PVC / LOT 3 a - - - - - - - - - -/ / ►� PROPOSED GATE VALVE v_ INSTALL 40 LF 6" PVC BLOCK 2 BLOT 2LOCK 2 38,478 SF \ _ _ — — _ — �� — — — — — — — PROPOSED SINGLE SERVICE 30' SUEZ EASEMENT LOT3 60,637SF ELEV2534 - 57,870 SF 10' MIN. ELEV:2530 ELEV:2532 25' MIN. INSTALL 165 LF 8" PVC L � INSTALL 595 LF 8" PVC PROPOSED COMMON SERVICE INSTALL 125 LF 2" PVC sq---------------------------- INSTALL 60 LF 6' PVC I�rt EXISTING FIRE HYDRANT W/VALVE INSTALL 200 LF 8" PVC BLOCK INSTALL 60 LF 2" PVC BLOCK � Ii I N ' \ L "s INSTALL 65 LF 8" PVC LOT 4 LOT 5 EXISTING GATE VALVE — — — — — — — — — — — — 101,334 SF • EXISTING SERVICE 'PC INSTALL 125 LF 6" PVC INSTALL 60 LF 2' PVC 249,493SF ELEV:2538 BLOCK 2 BLOCK 2 ELEV:2536 \ 25' MIN. INSTALL 40 LF 2" PVC LOT LOTS EXISTING WATER LINE 1 — BLOCK 1 • 7 FV:2 SF 67,967 SF J LOT 2 co— EXISTING BLOW —OFF 1 ELEV:2530 ELEV:2532 I c 69,212 3E I ELEV:2532 NOTES I I � Iv LJ � � - INSTALL 40 LF 6" PVC I - - - - - - - - - - - - - INSTALL 60 LF 6" PVC ALL WATER ONES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST VERSION OF W. SAINT CROIX LN. ISPWC AND SUEZ SUPPLEMENTAL SPECIFICATIONS TO ISPWC AND STANDARD DRAWINGS. - THE SEAL BELOW RELATES TO THE WATER SYSTEM DESIGN ONLY. ALL OTHER `" UTILITIES, RIGHTS OF WAY AND RELATED SURVEY DATA ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. — — — ' 61 — — —6`Pr — — —6• — — SpI 6"PI— — — 5.m — — 6••PI — 8"PI — — I-5' - - - - W. CHINDEN BLVD. THE HORIZONTAL SEPARATION OF THE WATER AND NON -POTABLE MAINS SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR THE WATER AND NON -POTABLE MAINS TO CROSS EACH OTHER AND THE NON -POTABLE MAIN IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE NON -POTABLE MAIN SHALL BE CONSTRUCTED WITH 150 PSI CLASS WATER PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER MAIN. ONE FULL LENGTH OF BOTH WATER MAIN AND NON -POTABLE LINE SHALL BE CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. A SEPARATION DISTANCE OF 25 FEET SHALL BE MAINTAINED FROM THE WATER MAIN TO ANY SUBSURFACE DISPOSAL SYSTEM. IF THE NON -POTABLE LINE CROSSES ABOVE THE WATER LINE, AT LESS THAN 18", THEN THE NON -POTABLE LINE MUST BE SUPPORTED ACCORDING TO IDAPA 58.01.08.542.07 h(v). ONE FULL LENGTH OF BOTH WATER LINE AND NON -POTABLE WATER LINE SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE, IN LIEU OF CONSTRUCTION OR RECONSTRUCTING THE NON -POTABLE WATER LINE EITHER THE NON -POTABLE LINE OR WATER LINE MAY BE ENCASED WITH A SLEEVING MATERIAL ACCEPTABLE TO DEQ FOR A DISTANCE OF TEN (10) HORIZONTAL FEET ON BOTH SIDES OF THE CROSSING. ALL WATER MAINS SHALL HAVE A 30 EASEMENT CENTERED ON THE WATER LINE UNLESS OTHERWISE NOTED. PLATTED UTILITY EASEMENT OUTSIDE RIGHT-OF-WAY IS 10 FEET WIDE SITE FIRE FLOW REQUIRED BY JURISDICTIONAL FIRE AGENCY FOR THIS PROJECT IS 1500 GPM 1-6" GATE VALVE 1-6" BLIND FLANGE N: 729361.20, E: 2434594.45 —20 LF 6" PVC 1-6" 45° ELBOW �N: 729348.63, E: 2434608.01 �30 LF 6" PVC 1 —6" TEE �1-6" GATE VALVE N: 729348.36, E: 2434635.81 JJJJJJ```"` 580 LF 6" PVC — 8 w e'W 8'W e'W 8"w e'W 70 LF 6" PVC e"s a"s a"s e s 8"s a"s a"s a"s a"s s a"s 1 "PS 4'PS 4"PS 4'PS 4"PS 4'PS 4'PS 4"PS 8"SD x f k s 1 —6" GATE VALVE a N: 729280.36, E: 2434635.12 1 rn� I J I EG n 1-6" 90° ELBOW N: 729204.37, E: 2434634.34 I 45 LF 6" PVC 1-6" 90' ELBOW N: 729204.84, E: 2434588.35 I IT I II 1 I I 1-6" 45' ELBOW ,; �N: 728730.97. E: 2434583.53 r it C 1-6" 90' ELBOW N: 728523.81, E: 2434684.91 1-6" 45' ELBOW N: 728626.34, E: 2434685.99 65 LF 6" PVC 1-6" GATE VALVE N: 728560.83, E: 2434685.30 LF 6" PVC 0 50 100 150 Plan Scale: 1" = 50' 90 LF 6" PVC r � — TE TEE � �1-6" TEE 2-6" GATE VALVE \`Irl,`IX' 2-6" GATE VALVE N: 729342.81, E: 2435215.81 I N: 729341.96, E: 2435304.53 8"W 8"w 8"w 81,w 8•W 8"W 8"S 8"S a"S 81'S 8"S 8"5 8•S - 8"s 4"PS 4'PS 4"PS 4'PS 4"PS 4'PS " 0 70 LF 6" PVC- 1 —6" GATE VALVE 1-6" BLIND FLANGE N: 729274.81, E: 2435215.12 r----- wJ — 4 0l y OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM SHALL BE PRIVATELY OWNED, MAINTAINED, AND OPERATED. IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH SETTLERS IRRIGATION DISTRICT. IRRIGATION SECONDARY SOURCE: CITY OF MERIDIAN POTABLE WATER SYSTEM. 530 LF 6" PVC — 12"W 12"W 12"'N 12"W 12-W 12"W 12-W 12"W 12"W 12"W 12'W — O1 W. WAVERTON DR. 4"PS 4"11 4"PS 4"11 4"11 4"PS 4-IS 4"PS 4'PS 4"PS 4'PS 8"SD 39 ffi O J — — — — — — — — — — — — — SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. C. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS ' THE LARGEST DIAMETER PIPE COMING INTO THE FITTING OR VALVE. 1 D. ALL ROAD —CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. 1 E. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING 1 SD-403. F. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. G. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS WITH PROJECT ENGINEER DURING CONSTRUCTION. 1 H. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE _ PRIVATELY OWNED, MAINTAINED, AND OPERATED. a 0 B�pNAL f^ ,,�C N F OF 70 LF 6" PVC 1 KEYNOTES � 1-6" GATE VALVE 1-6" BLIND FLANGE I N: 729273.96, E: 2435303.87 1 O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER f NOTE 2 SHEET C1.1 FOR ADDITIONAL z INFORMATION. 1 > 1 0 UTILITY MAIN/SERVICE CROSSING w ~ MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN/SERVICE OR 1 SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 I 1 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. — — — , 1 �I 1 O __�_ 8 —J BLOCK2 Z I 1 f l 1 I 1 I 1� I I 1� 1U � N W Z L-- W I (� Lu ---- ---- O -------------------- ew aw ew e v ew a"w a"w aw a"w aw ew---a'w— uj Z W.LITTLERAVENLN.------------- — -- Z 0 is"s---ss---es-- _ � n— O Q -------- L.LJ Ln - z o- 1 z o L —J m Q 1= �o a U CD 1 ~ w ® Q � e.. o 1 Q e - - — J J LJJ 1 0 D I 1 1-2" GATE VALVE V) BLIND FLANGE Lu N7287 N: 28722.97, E: 2435285.70 1 — —: — 85 — — — — — — — — — — — — — — — — — — — — — I I-- I 50 LF 2" PVC II 1 ---------- — — — — I 1-2" GATE VALVE N: 728671.23, E: 2435285.17 1 II II I I I 1 11 LI1ki -1 175 LF 2" PVC 0 1 1 km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 1 BOISE, IDAHO 83713 W. SAINT CROIX LN. 1-6"x6"x2" TEE PHONE (208) 639-6939 6„PI N: 728494.83, E: 2435283.32 1-6" DEFLECTION POINT kmengllp.com 6"PI N: 728481.09, E: 2435567.04 1 DESIGN BY: LCK 70 LF 6" PVC 6 PI 6"PI — — — — — — „PI — 285 LF 6" PVC_ _ 1 DRAWN BY: LCK — [ 6"PI 6"PI—S2 I5 LF 6" PVC_ s P� — — CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C7.0 Z 0 V D Z 0 Of 0 L L_ 0 I } Q Z J LJJ d 0 50 100 150 Plan Scale: 1" = 50' 1 1-6" GATE VALVE 1-6" TEE 1-8" TEE N: 729333.43, E: 2436143.81 1-6" GATE VALVE 1-8" GATE VALVE r -1 95 LF 6" PVC 1 N: 729336.91, E: 2435832.91 2-6" REDUCER 1-6" GATE VALVE N: 729335.61, E: 2435954.38 1 I I N: 729332.36, E: 2436236.80 1-6" TEE 1-6" GATE VALVE _ N: 729330.92, E: 2436361.94 120 LF 6" PVC 190 LF 6" PVC "' 125 LF 6" PVC -__- _-63L__-__--_-Ci"2L___-_ I____- P-_fi3L___- 'p1__ _-_63L___- e U w 2' d-12'w 2'w >r 12w 12"W 12w 12w 112"W > 2' N : a 12' 12'w 12'w 12"N a - 12"N 4"PS J a m 4"PS 4 S J 4 PS 4"PS 4"PS 4-PS 4"PS 4"PS 4"PS �_ 'PS 4"PS 4" s 4' J 4"PS �- 4'PS 4"PS - 0 0 18"SD 18"SD rH m ----o ---- \ o ----- ------ ------------------------- 1 _J 1-6" GATE VALVE 1 1-6" BLIND FLANGE 1-8" GATE VALVE 1-6" GATE VALVE N: 729256.09, E: 2435953.58 b N: 729268.90, E: 2435832.22 1-6" BLIND FLANGE N: 729262.92, E: 2436361.15 1 L___J 1 I I I I 1 I k I I 1 I la I � 1 i � J BLOCK 1 IN 1 I" 1 3 o r � I I Z U 1 i i o I II r W II 1 1-8" GATE VALVE - w 12"SD I N: 728932.23, E: 2435950.33 r 2 1 / • I w----- ------------------------ N UUT L/) a"w e ww e w I a a w e w a^w e'w -I^w a^w 8"w 8"w 8"w s"w a e^w � ---------------------------- W.LITTLERAVENLN-- - - - - - - - - - - ------8s e^s �e^s 1 s _� es---es8^s J _ A - W J 1 1-8"xGATE TEE 105 LF 2" PVC 1-8" GATE VALVE 1-2" GATE VALVE 1 I N: 728844.27, E: 2435952.17 L _ J 1-2" GATE VALVE I 1 1-2" BLIND FLANGE N: 728840.43, E: 2435848.24 Q 1 o I � 3 1 II • I r _ I � 12"SD I n f r2, 2" 2"W 6' 6'w I qm 8"s I 1-8" GATE VALVE N: 728669.96, E: 2435958.61 1 80 LF 8" PVC 1 I � I --� 8"s e 1 8 ---J o 1 II I 1 o 1-8" GATE VALVE f N: 728588.44, E: 2435958.65 I 1 I I I I > 1-8" 45' ELBOW 1z"sD to N: 728486.02, E: 2436120.96 J 1 5 LF 8" PVC 275 LF 6" PVC 1-8" 45° ELBOW 1 1-6" 45° ELBOW - N: 728482.52, E: 2436117.39� N: 728478.48, E: 2435841.77 - - - '1 15 LF 6" PVC LF 8" PVC- r 6" I - - _ - - -160 8"pR 1 1-8" TEE 5 LF 8" PVCJ 1-8"x6" REDUCER 1-8" TEE 1-6" GATE VALVE 1-8" GATE VALVE N: 728477.32, E: 2435958.65 1-8"x6" REDUCER- 1-6" GATE VALVE �N: 728475.73, E: 2436117.32- BLOCK 1 KEYNOTES 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. 2. REFER TO SHEETS C7.3 AND C7.4 FOR PRESSURE IRRIGATION PUMP STATION DETAILS. 3. INSTALL INTAKE PIPE AND SCREEN FROM DIVERSION BOX TO WET WELL PER SHEET C7.3. 1-6" DEFLECTION POINT 400 LF 6" PVC N: 729326.32, E: 2436761.35 12"W 72"P/ 12"W 12"W 12"W 12"W W. WAVERTON DR. - 4'PS 4"PS 4"PS 4"PS 4'PS 4'PS 4"PS 1-6" 90° ELBOW N: 728580.06, E: 2436783.42 KEYNOTES ® SHEET NOTES O UTILITY MAIN/MAIN CROSSING A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. MAINTAIN VERTICAL AND HORIZONTAL B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER C. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS NOTE 2 SHEET C1.1 FOR ADDITIONAL THE LARGEST DIAMETER PIPE COMING INTO THE FITTING INFORMATION. OR VALVE. D. ALL ROAD -CROSSINGS SHALL BE SLEEVED PER TYPICAL © UTILITY MAIN/SERVICE CROSSING SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR E. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL SERVICE/SERVICE LINE SEPARATION PER CITY OF CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SD-403. SHEET C1.1 FOR ADDITIONAL INFORMATION. F. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. 215 LF 6" PVC G. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS WITH PROJECT ENGINEER DURING CONSTRUCTION 12 _12"w `� L \ \ H. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE 0 2yy \ \ PRIVATELY OWNED, MAINTAINED, AND OPERATED. -4"PS_ k _ 4 ps \ 1-6' DEFLECTION POINT N: 729250.87, E: 2436958.50 25 LF 6" Pb >6 LF 8" PVC a 1-6" 45' ELBOW J N: 728474.50, E: 2436240.36 40 LF 6" PVC _ 125 LF 6" PVC_ _ - 'I 1-6" 45° ELBOW 1-6" 90- ELBOW N: 728445.21 , E: 2436269.07 N: 728440.06, E: 'of' 516 2436782.31 5 L /"p,6"PI 6"PI 6"PI PI PVC 6"PI 6�PIF - -6"PI-6 TOE TOE T E TOE TOE TOE TOE TOE TOE TOE TOE TOE �\ TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE H__ _TOP _ - TOP - P _ - TOP - _ TOP _ - TOP - _ TOP _ - TOP - _ TOP _ - TOP _ TOP- _ - TOP_- _ 70 LF 6" PVC 1-6" GATE VALVE 1-6" BLIND FLANGE N: 729183.14, E: 2436930.80 1-6" TEE 2-6" GATE VALVE N: 729235.19, E: 2436976.40 90 LF 6" PVC 1-6" GATE VALVE N: 729175.15, E: 2437044.93 30 LF 6" PVC �. 1-6" 22.5' ELBOW N: 729155.22, E: 2437067.68 1 35 LF 6" PVC 1-6" 1 1.25° ELBOW k \ �N: 729141.96, E: 2437099.04 \ t_ �60 LF 6" PVC 1-6" 11.25° ELBOW N: 729129.54, E: 2437158.99 _5 \ \ \ \ \PS 0 LF 6" PVC ! a 1-6" 90° ELBOW 4 1-6" GATE VALVE N: 729129.31, E: 2437187.77 n 1-6" GATE VALVE N: 729061.28, E: 2437187.23 I >I I I I I I I II I m I I I I >I I � IZm I I Ia I I NI I a m I I IZ L_ I "8 L I I I I 3 I I /J J> � m a / J 8"W 8•w 8"w 8"W 8-w 8"W / N ----- W.LITTLERAVENIN -- ------ - - - - -- O 1-6" 90° ELBOW u N: 728576.04, E: 2437183.40 = 400 LF 6" PVC 6"PI 6"PI 6"PI OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM SHALL BE PRIVATELY OWNED, MAINTAINED, AND OPERATED. IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH SETTLERS IRRIGATION DISTRICT. IRRIGATION SECONDARY SOURCE: WELL Z Lu G 0 Lu Z � 0 0 CC 0 Q m- 5 //1 Q L Z Cz o Q N 0 Lu CC 2i or JLu J Of 0 D N V) Lu d E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C7.1 Z 0 V D Z 0 Of 0 LL I Q J Lu oJ/ r_ CL NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE ADEQUATE VENTING. LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. FIBERGLASSVALVE I & OVERX WATERMAN MODEL CR-100 [-AIR RELEASE VALVE (OR EQUAL) APPROVED METAL OR PLASTIC - TAG WITH "NON -POTABLE " WATER DO NOT DRINK" IS REQUIRED. CONNECT TO VALVE BOX WITH EYE BOLT AND WIRE TIE. "a a TRENCH . d BACKFILL a 1-1/2"0 SCH. 40 GALVANIZED IRON PIPE RISER a'. IRRIGATION MAIN a 1-1/2" BRANCH TEE SCALE: NONE MAIN LINE AIR RELEASE NTS STANDARD MANHOLE FRAME AND COVER 24"0 CONCRETE PIPE. LENGTH AS REQUIRED. 1-1/2"0 GALVANIZED IRON NIPPLE & 90' ELBOW MAIN BALL VALVESTOP LINE —)&YT 7(MUELLER 3 OU OR EQU) 1-1/2"- TAPPING SADDLE 1-1/2"0 GALVANIZED 6 MIN. IRON PIPE00 T III-�Oo °Oo� Oo 00 (: J WO -I I- 1 I OO O OO 0 =IIII II°o�00 PD0O O o0(,Z) D II I� 1 I - 0 0 0 0°0 °�� 00, 0 �0°000=1 1= =1 11 0�0 �o� 0 0O boo 00, O o 11 1 0 00 o ( o0 III=I ii III=O1 000 I to -IIIIIII 12 CUBIC IYARDs IMINIMUIMI IIIIIIIIIII OR AS RI QUIRHED D EDI RDICK,, DIG TO FREE DRAINING SOILS TYPICAL MAIN LINE DRAIN NTS (n z PAVED SURFACE SEEPNOTEE1 BELOOTHERS cWc VARIES, 2.5"-3' G �3/4" MINUS BASE, BY OTHERS O W w VARIES 4"-6" O w O w} V)) i PIT -RUN SUB -BASE, BY OTHERS 0 = Q d C 0 0 I z= VARIES, 10"-16" f TEMPORARY BACKFILL AS i N z o 0 Dr [1-1 REQUIRED TO MAINTAIN 12" COVER OVER SLEEVE o z p Q --------- - —SUB GRADE ELEVATION, BY co Q w z - Dr Ijj OTHERS, SEE NOTE 1 BELOW Q o 3: COORDINATE WITH PAVING \�� PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT N (D CONTRACTOR FOR REMOVAL ____ ___ SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND Q w or OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. CC or LOCATED ABOVE SUBGRADE MIN. 6" N FINDER TAPE CARBON MODEL 910T COVER LID TO READ: G J "NON -POTABLE WATER - FOR IRRIGATION ONLY" W - LOCATING WIRE IN PERMANENT LETTERING J O FINISHED SOD GRADE O (2) 3" CLASS 200 SIGNAL CONDUIT WITH 1/4" 2" (n NYLON PULL ROPES ISPWC TYPE -I PIPE BEDDING FINISHED TOPSOIL GRADE V) COMPACTED TO 95% DENSITY. III III III III III III II III II W III III III III III III III III PIPE AND BELL CARBON MODEL 910 14" 10" VALVE BOX MIN. TRACER WIRE LOOP IMIN. 6"1 SLEEVE IMIN. 6" � � SKIDS PER ISPWC SD 307. SEE SLEEVE SCHEDULE, THIS SHEET 2" VALVE NUT SEE DIA. SEE FOR MATERIAL AND MINIMUM SIZE NOTE 5 NOTE 5 SLEEVE SCHEDULE (INCHES) PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. 3" 4.17" 6" PVC C900 6.31 " 4" 5.36" 8" PVC C900 8.28" 6" 7.89" 10" PVC C900 10.16" 8" 10.27" 14" PVC C905 14.0" loll 12.79" 16" PVC C905 15.92" 12" 15.17" 18" PVC C905 17.85" NOTES: A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND PIPE BELL. B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. TYPICAL SLEEVED ROAD CROSSING NTS NOTES: 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD SUB -BASE, ROAD BASE AND PAVEMENT. 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL CROSS BELOW OTHER UTILITIES. 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. ISOLATION VALVE PER ISPWC REQUIREMENTS IRRIGATION MAIN � 6" MIN. 6 VARIES. 6" 12" MIN. MIN. "' : WN.. __� 10" CLASS 125 PVC PIPE JOINT RESTRAINT REQUIRED UNI-FLANGE SERIES 1300 OR EQUAL NOTCH PVC BOX. BOTH SIDES #4 REBAR �-4" MIN. OF 3/4" MINUS GRAVEL UNDER 10" PVC PIPE THRUST BLOCK NOTE: 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. ISOLATION VALVE NTS 1cm E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C7.2 z O V N z 0 U Of 0 LL 0 z I } Q Cz G J w CL A EXISTING DIVERSION BOX RIM 2533.07 EXISTING DIVERSION BOX SUMP 2521.63 I 5" 20" 15" 11" �S5\OOL fi ENsf, 16860 sT 7/29/22 N 9� 9Tf OF \0 C 6" DUCTILE IRON W/UNIFLANGE STUBBED 6" ABOVE PAD INSTALL CLEMONS v POWER CONDUIT SELF-CLEANING SCREEN WITH 2" FILTER FLUSH LINE - TO SEALED BEARINGS (CW600) WASTE OR APPROVED EQUIVALENT. SPECIAL ORDER 12" OUTLET 1-1/2" INTAKE SCREEN SUPPLY PIPE AND FLANGE SIZE. LINE m a A, -6 5.50' 3.50' to Z 0 12" PVC SUPPLY PIPE FROM DIVERSION BOX w ~ I r m n v 8„ RCED CIONCORPAD 42" RCP INV. OUT: 2525.63 z i� ........ ...................... INSTALL CLEMONS SELF-CLEANING SCREEN WITH SEALED BEARINGS (CW600) OR APPROVED EQUIVALENT. SPECIAL ORDER 12" OUTLET PIPE AND FLANGE SIZE. F � -I 60" INSIDE DIA. PRE -CAST CONCRETE WET WELL DESIGNED BY OTHERS. I I _ I PUMP STATION PLAN SCALE: 3" = 1'-O" PRE -PACKAGED PUMP STATION BY PRECISION PUMPING SYSTEMS. SEE SHEET C7.4 FOR ADDITIONAL INFORMATION. TOC 2533.00 D CONC PAD OTHERS DE DIA. PRE -CAST FE WET WELL BY OTHERS. BITUMINOUS MASTIC JOINTS 4-SKID, RUBBER COATED ISPWC STANDARD DRAWING ACCESS HATCH LOCATION. SHOWN. ST CONCRETE BASE, TH FIRST SECTION OF _L. MUM GATE COMPACTED OF 5% ASTMED-698 PREPARED SUBGRADE AND BACKFILL ������������� DENSITY CTED TO ANDARDA PROCTOR SECTION A -A SCALE: 3" = 1'-0" N z Wc c-1 G O z Lu z O O= oc aLu J 7) Q G 0 m Q z 00 z Z Q Q Lu p[ or a G JLu J Of O D V) Lu a - km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 SHEET NO. C7.3 SCOPE OF WORK: 6" CONNECTION 2" FILTER FLUSH LINE 1Y2' INTAKE SCREEN FLUSH LINE NEC CLEARAN( SEE LOCAL CO 1" BLOWOUT a 3/4" HOSE BIB-/ 1" CW, CLEANOUT 3/4" DRAIN LEVEL TRANSDUCER MR ;E COVER 48" FILTER ,8 FILf I ;,gYLAL CLAEA4RAN C E MARINE ��GRADE ALUMINUM O ENCLOSURE ­0 0- LU 0 of LU Q 7 z 0 ro JOCKEY PUMP ASSEMBLY DUTY PUMP ASSEMBLY CUSTOMER PPS PRECISION PUMPING PROJECT SYSTEMS 6515 BUSINESS WAY BOISE, IDAHO 83716 208-323-5300 Pollard Subdivision DESIGN SPECIFICATIONS Design Flow Rate: 527 GPM @ 80 PSI Duty Pump Details: 20 HP/Pump 264 GPM @ 220 TDH Jockey Pump Details: 3 HP/Pump 40 GPM @ 220 TDH Incoming Power: - Volt / - Phase Model # BILL OF MATERIALS ITEM DESCRIPTION SIZE Count 1 AIR RELIEF VALVE Y4" 2 2 AIR RELIEF VALVE 3/4" 1 3 BUTTERFLY VALVE, LO 6" 2 4 BUTTERFLY VALVE, LO, GV 6" 1 5 BUTTERFLY VALVE, LO, GV 2" 1 6 BUTTERFLY VALVE, LO, GV 4" 2 7 CHECK VALVE, ENBEE 6" 1 8 CHECK VALVE, GROOVED 2" 1 9 CHECK VALVE, GROOVED 4" 2 10 ELECTRICAL PANEL (SIZE) 1 11 FILTER, SAF 3000 6" 1 12 FLOW METER 6" 1 13 HIGH PRESSURE SWITCH 1/4" 1 14 HP RELIEF VALVE, ANGLED 2" 1 15 PRESSURE GAUGE 2 1/2" 2 16 PRESSURE SENSOR 1/4" 1 17 PUMP, SUBMERSIBLE 1 18 PUMP, SUBMERSIBLE 2 19 SKID 96X48 1 DRAWING # 2S-SJ-SAF3000-FM-6 SCALE DATE NTS 4/8/2019 SHEET STATUS 1 OF 1 DRAFT PACKAGED PUMP STATION SUPPLIER SHALL PROVIDE A VARIABLE SPEED SUBMERSIBLE TURBINE PUMP STATION COMPLETE WITH PUMP, PIPING, VALVES, SENSORS, VARIABLE FREQUENCY DRIVE (VFD), PROGRAMMABLE LOGIC CONTROLLER (PLC), UL 508A LISTED CONTROL PANEL, AND ALL APPURTENANCES NECESSARY FOR A COMPLETE AND FUNCTIONING PUMPING SYSTEM. THE STATION SHALL BE MOUNTED TO PRESS BRAKE FORMED STEEL BASE AND ENCLOSED IN A POWDER -COATED MARINE GRADE ALUMINUM ENCLOSURE. THE PUMP STATION SHALL BE MANUFACTURED BY A UL QCZJ CERTIFIED PUMP STATION MANUFACTURER. TECHNICAL SERVICE AND SUPPORT THE MANUFACTURER SHALL PROVIDE ACCESS 24/7 PHONE SUPPORT WITH A FACTORY CERTIFIED TECHNICIAN. THE TECHNICIAN SHALL HAVE ACCESS TO ALL RELEVANT DATA SPECIFIC TO THE PUMP STATION, INCLUDING SPECIFICATIONS, SUBMITTAL, SHOP DRAWINGS, PROGRAMMING, AND DETAILED PHOTOS OF THE SYSTEM. FACTORY TESTING THE PUMP STATION SHALL UNDERGO AND PASS ALL OF THE FOLLOWING SYSTEM PERFORMANCE TESTS: HYDROSTATIC TESTING THAT MEETS ANSI/HI SPECIFICATIONS AND STANDARDS; FLOW TESTING THAT MEETS ANSI/HI 14.6 SPECIFICATIONS AND STANDARDS; AND VIBRATION TESTING THAT MEETS ANSI/HI 9.6.4 VIBRATION MEASUREMENT AND ALLOWABLE VALUES SPECIFICATIONS AND STANDARDS. THE PUMPING SYSTEM SHALL BE FLOW TESTED AS A COMPLETE UNIT, WHICH SHALL INCLUDE FUNCTION TESTING OF PUMPS, MOTORS, INSTRUMENTATION, APPURTENANCES, AND CONTROL PANEL. THE RESULTS OF ALL TESTS SHALL BE AVAILABLE TO THE OWNER. PRODUCTS: PIPING, VALVES, SKID BASE, & STATION ENCLOSURE PIPING THE STATION PIPING SHALL BE STANDARD WALL PIPE WITH GROOVED CONNECTIONS. FLANGED OR WELDED CONNECTIONS SHALL NOT BE ACCEPTABLE. THREADED CONNECTIONS BETWEEN THE MAIN PIPING SECTIONS OTHER THAN AT THE PUMP VOLUTE SHALL NOT BE ACCEPTABLE. VALVES BUTTERFLY STYLE ISOLATION VALVES --WITH GROOVED CONNECTIONS --SHALL BE INCLUDED ON STATION SUCTION AND DISCHARGE PIPING. FLANGED OR THREADED CONNECTIONS SHALL NOT BE ACCEPTED. A NON -SLAM CHECK VALVE SHALL BE INCLUDED ON THE DISCHARGE OF EACH PUMP. AN AIR RELEASE VALVE SHALL BE INCLUDED, LOCATED IMMEDIATELY AFTER THE PUMP CHECK VALVE. SKID THE PUMP SKID SHALL BE MADE OF 1/4" PRESS BROKE A36 STEEL. NO WELDED BASES OR OPEN RAIL SYSTEMS SHALL BE ACCEPTABLE. CORROSION PROTECTION THE PUMP SKID AND APPURTENANCES SHALL BE CLEANED TO BARE STEEL AND COATED WITH A BAKED ON POWDER COATING, ALL PIPING INCLUDING ELBOWS SHALL BE COATED INSIDE AND OUT. THE PUMP STATION SHALL BE PRESSURE TESTED PRIOR TO COATING. NO WELDING SHALL BE PERFORMED AFTER THE PUMP STATION IS POWDER COATED. STATION ENCLOSURE THE PUMP STATION ENCLOSURE SHALL BE CONSTRUCTED OF MARINE GRADE ALUMINUM MODULAR PANELS TO ALLOW ACCESS TO ALL PUMPS AND COMPONENTS BY SIMPLY REMOVING ANY PANEL. THE ENTIRE FRONT OF THE ENCLOSURE SHALL CONSIST OF HINGED DOORS. THE ENCLOSURE SHALL BE POWDER COATED. THE ROOF OF THE ENCLOSURE SHALL BE EASILY DISPLACED AND REPLACED BY ONE PERSON FOR THE PURPOSE OF SERVICING THE PUMP STATION. THE STATION ENCLOSURE SHALL INCLUDE A VENTILATION FAN (OR FANS) APPROPRIATELY SIZED TO ADEQUATELY COOL THE ENCLOSED EQUIPMENT. AUTOMATIC FILTER THE PUMP STATION SHALL INCLUDE AN AUTOMATIC SCREEN FILTER. THE FILTER SHALL USE SUCTION SCANNING DEVICES TO AUTOMATICALLY REMOVE DEBRIS FROM THE FILTER ELEMENT. THE FILTER SHALL BE SAF OR APPROVED EQUAL. CONTROL LOGIC FOR FILTER FLUSH SHALL BE INCLUDED AS PART OF THE MAIN CONTROL PANEL PLC PROGRAMMING. PUMP CONTROL SYSTEM NEMA RATING THE VFD, PLC, AND ASSOCIATED ELECTRICAL EQUIPMENT SHALL BE MOUNTED IN A NEMA 12 ENCLOSURE RATED FOR INDOOR INSTALLATION. TO AVOID POTENTIAL WATER OR RODENT DAMAGE, VFD'S MOUNTED OUTSIDE THE MAIN CONTROL PANEL ARE NOT ACCEPTABLE. CONTROL PANEL MANUFACTURING & TESTING THE PUMP CONTROL PANEL SHALL BE MANUFACTURED AND LISTED BY A UL508A PANEL SHOP. THE PANEL SHALL BE UL LABELED AS AN "ENCLOSED INDUSTRIAL CONTROL PANEL". THE PUMP CONTROL PANEL SHALL BE COMPLETELY MANUFACTURED, TESTED AND PROGRAMMED PRIOR TO DELIVERY TO THE JOB SITE. DOCUMENTATION A COLOR WIRING SCHEMATIC AND PUMP NAMEPLATE INFORMATION SHALL BE PERMANENTLY AFFIXED TO THE INSIDE OF THE CONTROL ENCLOSURE. ALL FIELD TERMINAL CONNECTIONS SHALL BE NUMBERED AND LABELED. COOLING SYSTEM THE CONTROL PANEL COOLING SYSTEM SHALL BE APPROPRIATELY SIZED FOR THE AMBIENT CONDITIONS. THE COOLING SYSTEM SHALL NOT ALLOW DUST, INSECTS OR RODENTS INSIDE THE PUMP CONTROL PANEL. TWO SETS OF SPARE FILTERS SHALL BE INCLUDED WITH THE PUMPING SYSTEM. MAIN DISCONNECT A SERVICE -ENTRANCE RATED, NON -FUSED DISCONNECT SHALL BE MOUNTED IN THE PUMP CONTROL PANEL AND SHALL ISOLATE ALL POWER TO THE CONTROL PANEL. THE DISCONNECT SHALL INCLUDE AN OPERATING HANDLE MOUNTED ON THE CONTROL PANEL ENCLOSURE DOOR THAT IS MECHANICALLY INTERLOCKED TO PREVENT ENTRY WHILE THE DISCONNECT IS IN THE ON POSITION. TO PREVENT DAMAGE FROM VANDALISM, A DISCONNECT EXTERNAL TO THE PUMP STATION ENCLOSURE SHALL NOT BE ACCEPTED. OVERCURRENT PROTECTION THE VFD BRIDGE RECTIFIERS SHALL BE PROTECTED FROM OVER CURRENT BY AN APPROPRIATELY SIZED CIRCUIT BREAKER. FUSES ARE NOT ACCEPTABLE. LIGHTNING & SURGE PROTECTION THE PUMP CONTROL PANEL SHALL BE EQUIPPED WITH TRANSIENT VOLTAGE AND SURGE ARRESTORS. VARIABLE FREQUENCY DRIVE (VFD) THE VFD SHALL BE APPROPRIATELY SIZED TO MEET THE FLA (FULL LOAD AMPS) REQUIRED BY THE PUMP MOTOR, AS STATED ON THE MOTOR NAMEPLATE. THE VFD SHALL BE MANUFACTURED BY ABB INDUSTRIAL SYSTEMS, MITSUBISHI, OR APPROVED EQUAL. INITIAL START-UP AND CALIBRATION SHALL BE PERFORMED BY A FACTORY CERTIFIED TECHNICIAN, WHICH SHALL EXTEND THE WARRANTY ON THE CONTROL PANEL TO A TOTAL OF THREE (3) YEARS. PROGRAMMABLE LOGIC CONTROLLER (PLC) THE PLC SHALL BE FULLY PROGRAMMED PRIOR TO PUMP PANEL INSTALLATION. THE TECHNICIAN INSTALLING AND PROGRAMMING THE PLC IS TO BE FACTORY TRAINED AND CERTIFIED BY THE PLC MANUFACTURER. THE PLC PROGRAMMING SHALL BE NON—PROPRIETARY, AND THE COMPLETE STATION PROGRAMMING SHALL BE MADE AVAILABLE TO THE OWNER VIA A USE DRIVE INCLUDED WITH THE STATION CONTROL PANEL. PLC OPERATOR INTERFACE THE PLC SHALL BE EQUIPPED WITH A 5.7" LCD COLOR TOUCHSCREEN. THE OPERATOR INTERFACE SHALL ALLOW THE USER TO MAKE ADJUSTMENTS TO THE PLC PROGRAM LOCALLY WITHOUT REQUIRING ANY ADDITIONAL EQUIPMENT SUCH AS A LAPTOP COMPUTER. A VFD CONTROL KEYPAD IS NOT AN ACCEPTABLE SUBSTITUTION FOR THE DIGITAL OPERATOR INTERFACE. THE PLC SHALL HAVE AN ETHERNET PORT TO ENABLE REMOTE ACCESS. PLC CONTROL FUNCTIONS: 1.USER SET -FABLE LOCAL OR REMOTE CONTROL. 2.SYSTEM PRESSURE SETPOINT 3.PUMP SLEEP SETTINGS, WITH TWO THRESHOLD MODES: SLEEP BY FLOW OR SLEEP BY FREQUENCY 4.SYSTEM PROTECTION SETTINGS, INCLUDING FAULT AND WARNING PARAMETERS FOR LOW FLOW, HIGH FLOW, LOW PRESSURE, HIGH PRESSURE, RESTART TRIALS AND RESTART DELAY TIME. 5.LOAD FACTORY DEFAULT SETTINGS, USER SAVED DEFAULT SETTINGS. 6.PRE- PROGRAMMED START-UP ROUTINES TO LIMIT AND/OR DELAY STARTING AND ACCELERATION OF THE PUMP TO ELIMINATE EXCESSIVE VELOCITY AND PRESSURE. IT SHALL ALSO INCLUDE INITIAL START-UP, MAINLINE FILL, POWER OUTAGE AND AUTOMATIC RE -STARTS. PLC MONITORING FUNCTIONS 1.PUMP OPERATING STATUS, TOTAL PUMP RUN HOURS, MOTOR FREQUENCY, MOTOR AMPERAGE 2.SYSTEM PRESSURE, FLOW RATE 3.FAULT LOG WITH TIME STAMPS AND DIAGNOSTIC UTILITY. 4.TREND DATA, WITH GRAPHIC DISPLAY OF SYSTEM PRESSURE, FLOW, MOTOR FREQUENCY AND AMPERAGE. DATA SHALL BE EXPORTABLE TO MS EXCEL. 5.USB PORT TO UPLOAD, DOWNLOAD OF PROGRAM, AND DATA STORAGE. INSTRUMENTATION PRESSURE GAUGES SHALL HAVE A 304 STAINLESS STEEL CASE, WITH BEZEL CONSTRUCTION. GAUGES SHALL HAVE A 2.5" DIAMETER AND BE LIQUID FILLED. PRESSURE TRANSMITTER(S) SHALL BE CONSTRUCTED OF STAINLESS STEEL AND RATED FOR THE PUMP STATION DISCHARGE PRESSURE. FLOW METER. THE STATION SHALL INCLUDE A MAGNETIC FLOW METER. THE FLOW METER SHALL HAVE FLANGE CONNECTIONS. THE FLOW METER SHALL BE CAPABLE OF PULSE AND ANALOG OUTPUT. CURRENT AND TOTALIZED FLOW SHALL BE READ AT THE PUMP CONTROL PANEL HMI. INSERION FLOW METERS AND SENSORS SHALL NOT BE ACCEPTED. Z O ul w 0 z0 O Q 75 Q Z ED Q Z Q 0 LU J J 0 d N Z LLU G LU 0') J LU Z z 00 Q Q ~ d a LU N V) LU d km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C7.4 Z 0 V Ln Z 0 Of 0 LL 0 Z I Q CZ G J LU a- a o Q � G-IRR MH #2 (72-INCH)O STA: 2+08.36 OFFSET: 0.00' a J N: 728686.15, E: 2434602.22 1+00 i z I 2+00 sA\ 'SD P�& 4- 00 r G-IRR MH #3 (72-INCH) I� STA: 3+02.24 OFFSET: 0.00' I - N: 728619.07, E: 2434667.91 /I Iti __�=G-IRR MH #4 (96-INCH) STA: 4+08.65 OFFSET: 0.00' N: 728512.67, E: 2434666.79 SEE GRAVITY IRRIGATION ALIGNMENT "B". SHEET C8.2 ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 954..5i BLOCK 2 O W. SAINT CROIX LN. 180' W. CHINDEN BLVD. 6.PI — 8+00 G-IRR MH #5 (72-INCH) STA: 7+06.82 OFFSET: 0.00' N: 728498.25, E: 2434964.62 Iz IJ I> I _-- N I� Iz I I I I I I r-� - J SHEET NOTES KEYNOTES A. SEE SHEET C1.0 FOR GENERAL NOTES AND SHEET C1.1 FOR EXISTING CONDITIONS AND DEMOLITION PLAN. MAIN CROSSING O UTILITY MAIN / MAINTAIN VERTICAL AND HORIZONTAL B. FOR GRAVITY IRRIGATION INSTALLATION OCCURRING PRIOR POTABLE/NON-POTABLE MAIN LINE SEPARATION TO ISSUANCE OF ACHD PERMITS, AN INDEPENDENT PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER TESTING FIRM PERFORMING BACKFILL DENSITY TESTING NOTE 2 SHEET C1.0 FOR ADDITIONAL WILL BE REQUIRED. TEST REPORTS WILL NEED TO BE INFORMATION. SUBMITTED TO ACHD PRIOR TO THE PRECONSTRUCTION MEETING. 1. INSTALL IRRIGATION MANHOLE AND CONNECT TO EXISTING C. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO PIPE. SEE EXISTING CONDITIONS AND DEMOLITION PLAN BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL ROADWAY CONSTRUCTION. MEASURES SHOULD BE TAKEN VERIFY EXISTING PIPE SIZE, INVERT, AND MATERIAL PRIOR DURING CONSTRUCTION OF THE ROADWAY TO PROTECT TO CONSTRUCTION. THE PIPE. 2. REMOVE 24" PIPE CONNECTION AND RECONSTRUCT WALL. D. IRRIGATION MANHOLES SHALL BE PRE -CAST WITH FLAT TOP. STANDARD MANHOLE FRAME, COVER, AND RISER PER ISPWC STANDARD DRAWING SD-617. COVER SHALL BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER TO PLAN FOR INSIDE DIAMETER. - F- _ J Z W N � � M W W H QNQ v) L a- O o �W ae HARRELL LATERAL PI LATERAL '= x 6M_6PI 6PI "—— 6( L '00 �n 1 1 +00 6"PI — 6-PI 6•,7 2+00 6"PI 6 6"PI G-IRR MH #6 (72-INCH) STA: 10+05.00 OFFSET: 0.00' G-IRR MH #7 (72-INCH) N: 728483.83, E: 2435262.44 STA: 13+03.17 OFFSET: 0.00' N: 728469.41, E: 2435560.27 O ' m M D v — 6"PI T m 7-1 --1 r (-)Z pp m 1 ?545 2540 _ z 0 3 Z0 w N 2540 z XO O �W ZO N ZO rW 00 �N NO N NO N ZO v3 N ZO W v O ...i rlWi N O On O KO N a N lWi I� O LWi (O �N t0 N mW �N N O �OOOM N 2535 C'J7_m NCO O OMm�O N N N N No�no NO �O ��� N =MOON N :2 MO ��N N N N �O m'oT tn�� N OmONN � �f7 ro p m N NO�nj N S�NNN N ' } M N N N O =MONN N NNN �rv]�N Z O �Nd— O 2535 SNI�O �N��i!] FINISHED GROUND Z M] N N N ±Na ZZ O C N N (V N 0_'NN0_Z O O'MNaZ } N cV N j O g �j N N N ONNNN H cO t N =cD NN N �ONN (MIN. 1' COVER) af O N a Z O af E Q ->> > Z Z F v) W'Q ..� �Q ��NO_ Z Z N T HEO Z Z U' !n�ln W VI CC N z Z z V' N 0' fn Z Z O N 0_ V1 z Z Q>> > N N z z z I� N 0- — O a>> EXISTING GROUND 2530 l �N�IAZ Z 2530 298.2' of 42' RCP ® 0.34% 2525 42" RCP @ 0.34 2525 298.2' of 4 " RCP ® 0.34 0 3.9' of 42' RCP ®0.20% 106.4' of 42" RCP @ 0.21 2520 2520 �347.2' 76.3' of 42" RCP ® 0.20% of 42" RCP ® I 0.18% 2515 2515 EXISTING GROUND CENTERLINE OF GI PIPE ALI NMENT 2510 FINISH GROUND CENTERLINE OF GI PIPE ALI NMENT 2510 h �t N n h co M cp N rn N 7 '- rn cp co if] O if] cp m o N O co M o rn cD oo m (D co rn O o N] o "] N rn O o N of N o n of o N n of N of of N of N of c6 N c6 ui N c6 ui N N cd N of o N of N of o N of o N o co M N co M N co M N N N N r7 N M N N M N r7 N . N] Lo N N I W N N N W W N N N W N N N N N N N N N N N N N N N N N N N N N N N N N N N � N N N � to N N N N N N N N N N N N N N N N N P] N N N N N N N 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 a 0 N Z J d c-I ~ Z Lu O W J Z LL Z p Lu Om O Q Of a d z Q Z J m Q Z a Z O N � 0 Lu Q z Lu Q (7 J F= z J C O a CC V km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 Z O V D H N Z O U Of O IL O Z I Q CZ G J W of d r I I I ■ I I I I ' DAB �m0 F 0 BLOCK 2 m Nm O L m D� Z PI 6"PI 14+0� 6"PI 6"PI 6'PI 15+00 - 1 1 EXISTING G-IRR MH #8 Z STA: 15+79.56 OFFSET: 0.00' M m N: 728466.78, E: 2435836.64 O 1 ■ I C 12"SD SHEET NOTES A. SEE SHEET C1.0 FOR GENERAL NOTES AND SHEET C1.1 FOR EXISTING CONDITIONS AND DEMOLITION PLAN. B. FOR GRAVITY IRRIGATION INSTALLATION OCCURRING PRIOR TO ISSUANCE OF ACHD PERMITS, AN INDEPENDENT TESTING FIRM PERFORMING BACKFILL DENSITY TESTING WILL BE REQUIRED. TEST REPORTS WILL NEED TO BE SUBMITTED TO ACHD PRIOR TO THE PRECONSTRUCTION MEETING. C. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY CONSTRUCTION. MEASURES SHOULD BE TAKEN DURING CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. D. IRRIGATION MANHOLES SHALL BE PRE -CAST WITH FLAT TOP. STANDARD MANHOLE FRAME, COVER, AND RISER PER ISPWC STANDARD DRAWING SD-617. COVER SHALL BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER TO PLAN FOR INSIDE DIAMETER. I I a - - J KEYNOTES O r--, - �- 6"PI 6" 17 00 9"-PI - - 1 B+ L- 9"PI PI 1 9+00 6"PI - - 6-•PI 6A I I I s"PI ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' KISTING G-IRR MH #9U TA: 16+90.87 OFFSET: 0.00' : 728465.68, E: 2435947.95 W. CHINDEN BLVD. TOP TOP- - - - - - - - 4 PROPOSED 10' CITY OF MERIDIAN PATHWAY BLOCK 1 O �x D�0 M O p 0 Z � O N O �D n m> HARRELL LATERAL "PI 6'PI 6'PI 6'PI 6'PI 6"PI 6'PI - 22+0O +00 TOE E TOE TOE TOE TOTOE OE- - - - - - - - - - - ------------ -------------- _ SEE GRAVITY IRRIGATION I SEE GRAVITY IRRIGATION ALIGNMENT "C", SHEET C8.2 ALIGNMENT "D", SHEET C8.3 m �m 00 z Z � 6'PI 6"PI uc iK TOP roP- TOP" � - - 4 \ \ 13: G-IRR MH #11 (48-INCH) STA: 25+55.16 OFFSET: 0.00' N: 728370.00, E: 2436774.75 26+00 i O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.0 FOR ADDITIONAL INFORMATION. V) 1. REMOVE 42" PIPE PER EXISTING CONDITIONS AND z DEMOLITION PLAN AND CONNECT NEW PIPE TO MANHOLE. RECONSTRUCT MANHOLE AS REQUIRED TO MEET NEW PIPE INVERT OUT ELEVATION. w 2. RAISE MANHOLE RIM ELEVATION TO FINISH GROUND ELEVATION 2532.07. 3. INSTALL COUPLING AND ATTACH TO EXISTING 30" CMP. CONTRACTOR SHALL VERIFY EXISTING PIPE SIZE, INVERT, AND MATERIAL PRIOR TO CONSTRUCTION. 4. INSTALL RIPRAP PROTECTION OVER NON -WOVEN GEOTEXTILE FABRIC. RIPRAP MINIMUM SIZE (D50) WILL BE 12-INCHES IN DIAMETER, LAYERED TO A MIMUM THICKNESS OF 2 TIMES D50. RIPRAP SHALL BE ANGULAR HAVING AT LEAST 2 BROKEN OR JAGGED FACES. 0 5. INSTALL 30" RCP FLARED END SECTION AND TRASH z RACK. f8=167�, 2545 2545 O O O 3z v x z O O W Z 00 W .� z 2540 mo N y N 10 rn wo v o �t 1 0 M- 2540 t'�o ^r �N _O OT � O 60 0 t0 0�O m N O +Mif]N HH z+�f1N �O4i n N +ANN H 2535 FINISHED GROUND H ENO_ Z 00 x �- Z Z w v) of In - �0 u)L z O T > > 0 N 0 z z 2535 (MIN. 1' COVER) EXISTING GROUND /^ tr _ 5 STA:24+78.17 2530 NV.:2528.85 2530 0.3% STA:2 t,71 +62.23 O NV.:2 29.02 +09.43 �STA:1 77.0' of 30" RCP B 0.20% .1' of 30" CMP ® 0.18% 2525 Nv.:2 27.05 2525 183.1' of 42" RCP ® 0.02% 26.4' of 42" RCP @ 0.30% 276.4' of 42" RCP ® 0.34% 111.3' of 42" RCP ® 0.13% 2520 2520 EXISTING GROUND CENTERLINE OF GI PIPE ALI NMENT 2515 FINISH GROUND CENTERLINE OF GI PIPE AL I NMENT 2515 Om t0 M m CO h M N I 0� N N 0 M O (O c0 N m N O M M N M h h CO m N M N O N O N O N O M N r7 r N N r N N M - W M N n M N r M N r N^ r7 M M M N r7 N r7 N N M N N N N N M N M N M M O N M N N M N M N M N M N N M N N N N N N N NLo Lo N N Lo N� N N N Lo N N N N N N N N N N N N N N N M 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 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 0 Z ZO O= -Q cn p pZ m Q Z p N � p w G J J 0 V) Z J d Z L.0 W J O w 0� Of a C� Z G Q a Z Q 0= km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C8.1 Z 0 H V D N Z 0 U IZ 0 IL 0 Z I �N I..L Q Z J W a OG—IRR MH #12 (48—INCH) STA: 3+83.92 OFFSET: 0.00' N: 728497.30, E: 2434592.96 1+00 2+00 3+00 I I I I I I o? o co m Z 0 z_ U G—IRR MH #4 (96—INCH) STA: 4+59.34 OFFSET: 0.00' N: 728512.67, E: 2434666.79 ALIGNMENT "B" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 10.1wa N. POLLARD PL. o �� BLOCK 21- SEE GRAVITY IRRIGATION ALIGNMENT "A", SHEET C8.0 — HARRELL LATERAL it i i r0.' wal 2545 2545 x V Z � _ 2540 .0p o N .Z-. z o �3 _ vN 2540 n o m ro = N M O N N � 7 O� N O m O N_ N N M N } O Z 7 = O N N N N 2535 �MN�- V V (~/1�N Z Z �++Nazz o T���> > > C7..NZ Z Z_ I 2535 FINISHED GROUND (MIN. 1' COVER) 2530 EXISTING GROUND 2530 2525 I 2525 75.4' of 24" RCP ® 0.62% 2520 2520 FINIS GROUND CEN ERLINE OF GI IPE ALIGNMENT EXISTING GROUND CENTE LINE OF GI PIP ALIGNMENT 2515 2515 co co n rn m f n N N OM N m N N N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 WrA m z 0 z U 1+00 2+00 1 1 1 OEXISTING G—IRR BOX #14 STA: 2+45.48 OFFSET: 0.00' N: 728366.98, E: 2436339.16 ALIGNMENT "C" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" = 50' rplawal ' BLOCK 1 O SEE GRAVITY IRRIGATION ALIGNMENT "A". SHEET C8.1 HARRELL LATERAL 0 5 10 Profile Vertical Scale: 1" = 5' 2545 2545 2540 N 2540 FINISHED GROUND (MIN. 1' COVER) EXISTING GROUND I 2535 2535 2530 1 2530 2525 57.4' of 24" RCP ®0.40% 2525 O4 STA: +02.93 I NV.: 529.27 2520 2520 FINIS d GROUND CEN ERLINE OF GI IPE ALIGNMENT EXISTING GROUND CENTERLINE OF GI PIP ALIGNMENT 2515 2515 O N � r O N N � N 1+00 1+50 2+00 2+50 3+00 3+50 15 ■ SHEET NOTES A. SEE SHEET C1.0 FOR GENERAL NOTES AND SHEET C1.1 FOR EXISTING CONDITIONS AND DEMOLITION PLAN. B. FOR GRAVITY IRRIGATION INSTALLATION OCCURRING PRIOR TO ISSUANCE OF ACHD PERMITS, AN INDEPENDENT TESTING FIRM PERFORMING BACKFILL DENSITY TESTING WILL BE REQUIRED. TEST REPORTS WILL NEED TO BE SUBMITTED TO ACHD PRIOR TO THE PRECONSTRUCTION MEETING. C. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY CONSTRUCTION. MEASURES SHOULD BE TAKEN DURING CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. D. IRRIGATION MANHOLES SHALL BE PRE —CAST WITH FLAT TOP. STANDARD MANHOLE FRAME, COVER, AND RISER PER ISPWC STANDARD DRAWING SD-617. COVER SHALL BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER TO PLAN FOR INSIDE DIAMETER. a 0 KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.0 FOR ADDITIONAL INFORMATION. N 1. INSTALL IRRIGATION MANHOLE AND CONNECT TO EXISTING z PIPE. SEE EXISTING CONDITIONS AND DEMOLITION PLAN FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL N VERIFY EXISTING PIPE SIZE, INVERT, AND MATERIAL PRIOR w TO CONSTRUCTION. L — 2. CONNECT 24" PIPE TO EXISTING IRRIGATION BOX. SEE EXISTING CONDITIONS AND DEMOLITION PLAN FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL VERIFY EXISTING PIPE SIZE, INVERT, AND MATERIAL PRIOR TO CONSTRUCTION. 3. INSTALL RIPRAP PROTECTION OVER NON —WOVEN GEOTEXTILE FABRIC. RIPRAP MINIMUM SIZE (D50) WILL BE 12—INCHES IN DIAMETER, LAYERED TO A MIMUM THICKNESS OF 2 TIMES D50. RIPRAP SHALL BE ANGULAR HAVING AT LEAST 2 BROKEN OR JAGGED FACES. 0 4. INSTALL 24" RCP FLARED END SECTION AND TRASH Z RACK. 0 Z Z 0 0 Q p Z m Q Z Q N � N� Lu I..L Q J J 0 I - V) Z J d Z Lu Lu W J J G O 0 Lu = = > d d Q Q � z z a a O ca U � Z Z Q Lu Lu LD 22 z rrVZn 0 J J Q Q > (I� km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 CO.2 Z 0 H V D H Z 0 U Of 0 IL 0 Z I Q Z J W of d SHEET NOTES A. SEE SHEET C1.0 FOR GENERAL NOTES AND SHEET C1.1 ASS\ONAL r*0/, FOR EXISTING CONDITIONS AND DEMOLITION PLAN. ��`c \CEN$f- Y B. FOR GRAVITY IRRIGATION INSTALLATION OCCURRING PRIOR TO ISSUANCE OF ACHD PERMITS, AN INDEPENDENT 860 TESTING FIRM PERFORMING BACKFILL DENSITY TESTING 0,T 7/19I22 p Q WILL BE REQUIRED. TEST REPORTS WILL NEED TO BE SUBMITTED TO ACHD PRIOR TO THE PRECONSTRUCTION 9c 9Tf OF C. K�N� C. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY CONSTRUCTION. MEASURES SHOULD BE TAKEN DURING CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. D. IRRIGATION MANHOLES SHALL BE PRE —CAST WITH FLAT TOP. STANDARD MANHOLE FRAME, COVER, AND RISER PER ISPWC STANDARD DRAWING SD-617. COVER SHALL BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER TO PLAN FOR INSIDE DIAMETER. I I a I I� m� KEYNOTES I III m O UTILITY MAIN/MAIN CROSSING _ MAINTAIN VERTICAL AND HORIZONTAL III ml POTABLE/NON POTABLE MAIN LINE SEPARATION co coIII PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.0 FOR ADDITIONAL o III INFORMATION. N u I HARRELL LATERAL 1. CONNECT 24" PIPE TO EXISTING IRRIGATION BOX. SEE z III EXISTING CONDITIONS AND DEMOLITION PLAN FOR III ` I ADDITIONAL INFORMATION. CONTRACTOR SHALL VERIFY EXISTING PIPE SIZE, INVERT, AND MATERIAL PRIOR TO w CONSTRUCTION. III I� 2 2. INSTALL RIPRAP PROTECTION OVER NON —WOVEN v BLOCK 1 GEOTEXTILE FABRIC. RIPRAP MINIMUM SIZE (D50) WILL BE 1+00 2+00 + 12—INCHES IN DIAMETER, LAYERED TO A MIMUM I I I I I ,,�..;":".m O THICKNESS OF 2 TIMES D50. RIPRAP SHALL BE ANGULAR HAVING AT LEAST 2 BROKEN OR JAGGED FACES. 01 EXISTING G—IRR BOX #16 3. INSTALL 24" RCP FLARED END SECTION AND TRASH STA: 2+53.78 OFFSET: 0.00' III 9 RACK. N: 728362.39, E: 2436626.00 SEE GRAVITY IRRIGATION III m ALIGNMENT "A", SHEET C8.1 II I m III 19 o III I I III I � m � I � I I N ALIGNMENT "D" PLAN AND PROFILE g 0 50 100 150 0 5 10 15 d Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Zw O W J Z 0 Z p w O< O z 2550 2550 N Q Q Z � m Q Z o Z O N 0 Lu Q w Q J z 0 } Q Q �7 lam E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 SHEET NO. C8.3 2545 2545 2540 2540 FINISHED GROUND (MIN. 1' COVER) EXISTING I GROUND 2535 2535 2530 2530 STA:3+ 1 .46 O3 INV.:252 .86 2525 2525 59.7' of 24" RCP © 0.40% 2520 2520 FINIS GROUND CEN ERLINE OF GI IPE ALIGNMENT EXISTING GROUND CENTERLINE OF GI PIP ALIGNMENT 2515 2515 rn m `O m M M N1 N N N N 1+00 1+50 2+00 2+50 3+00 3+50 LEGEND )8FO INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 STREET LIGHT POLES SHALL BE ROUND STEEL POWDER —COATED BLACK PER THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR STREET LIGHTING), OR HAVE BEEN PRE —APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND UTILITY COORDINATOR. INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR STREET LIGHTING), OR HAVE BEEN PRE —APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND UTILITY COORDINATOR. EXISTING TYPE 1 STREET LIGHT EXISTING TYPE 2 STREET LIGHT CITY OF MERIDIAN STREET LIGHT NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. I.1 SHEET NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY CONFLICTS EXIST. B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE CITY OF MERIDIAN. C. SERVICE — ALL STREET LIGHTS SHALL HAVE UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL UTILITY AND PAVEMENT CROSSINGS. D. METERING — CONTRACTOR SHALL COORDINATE METER LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. WHERE A METERED SYSTEM IS REQUIRED, NEW DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS WHEN THE ADJACENT PROPERTY IS DEVELOPED. 100 200 0 Plan Scale: 1' = 100' 300 c-I O z 0 z O Q d > _ F Z Q m Z (/) J W W W J J Ln 0 d km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C9.0