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CC - Construction Drawings SS�pNAL t- SS�pNAL fNC ���� ENS 10 APEX NORTHWEST SUBDIVISION NO , 1 FT-7 10821 8 0 J, 12/18/20 o J, 12/18/20 0 CONSTRUCTION PLANS N �FGq�F0//t/ P. m rc'Q�'F � 9le OF IANJC MERIDIAN , IDAHO Digitally signed by Digitally signed by Kevin E.LAKE HAZEL RD. McCarthy, PE Lac in C Kinsella, P.E. MERIDIAN, Date: 2020.12.18 Date: 2020.12.18 IDAHO 16:08:10 -07'00' 16:18:01 -07'00' N LOCATION MAP Cr w Cr Q LD F- N U O J PROJECT 0 50 100 200 300 VICINITY MAPcn z NO SCALE O Plan Scale N Lu > Lu w of — INDEX OF DRAWINGS SHEET SHEET TITLE SHEET DESCRIPTION NO. C1 .0 COVER \ C1 .1 NOTES, ACRONYMS, LEGEND z E.TARGET ST. C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 ROADWAY IMPROVEMENT PLANS S. APEX AVE. PLAN AND PROFILE 1 O2 O3 O4 O5 60 70 8 O9 10 11 12 13 14 15 C2.1 ROADWAY IMPROVEMENT PLANS S. ASPIRATION AVE. PLAN AND PROFILE O O C2.2 ROADWAY IMPROVEMENT PLANS E. TARGET ST. PLAN AND PROFILE 0 17 O1 o C2.3 ROADWAY IMPROVEMENT PLANS E. TARGET ST. PLAN AND PROFILE �135 OOOOC2.4 ROADWAY IMPROVEMENT PLANS ALLEY "A" PLAN AND PROFILE 403938 37 19 N 34 2p 12 o C2.5 ROADWAY IMPROVEMENT PLANS ALLEY "B" PLAN AND PROFILE N O C2.6 ROADWAY IMPROVEMENT PLANS ALLEY "C" PLAN AND PROFILE ALLEY "D" PLAN AND PROFILE O 33 21 > BLOCK 2 o C2.7 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE z Lu Q 22 32 23 BLOCK 1 C2.8 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN Z x Q a 31 28 24 a 10 11 C2.9 ROADWAY IMPROVEMENT PLANS DETAILS O vi 43 44 45 46 47 48 30 25 "' O C3.0 GRADING IMPROVEMENT PLANS _ 29 26 27 O C4.0 STORM WATER IMPROVEMENT PLANS 0 Q 0 Co C4.1 STORM WATER IMPROVEMENT PLANS DETAILS Lu � z > OO O O O O O O O O O O O O O O C5.0 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE � Q O 49 50 51 52 53 54 55 56 58 59 60 61 62 63 64 65 O O C5.1 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "B" PLAN AND PROFILE SEWER ALIGNMENT "C" PLAN AND PROFILE Lu 7 O C5.2 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "D" PLAN AND PROFILE SEWER ALIGNMENT "E" PLAN AND PROFILE Lu 57 C5.3 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "F" PLAN AND PROFILE G #4 C5.4 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "G" PLAN AND PROFILE SEWER ALIGNMENT "H" PLAN AND PROFILE O E. LAKE HAZEL RD. z C6.0 WATER IMPROVEMENT PLANS x !f�� #102�-- C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS W #1 C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS Q rn REFER TO LAKE HAZEL AND LOCUST GROVE ROADWAY AND UTILITY IMPROVEMENT PLANS 1-1 .0 LANDSCAPE COVER a X m L2.0 LANDSCAPE PLAN a s L3.0 LANDSCAPE PLAN a Z L4.0 LANDSCAPE DETAILS V O 0 Q z Z l7 a Q V O D Q 0 0 N W rl N e-I Q Q Icrn LEGAL DESCRIPTION LAN E N G I N E E R I N G o PYbk IDAHO 9233 WEST STATE STREET A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTH 1/2 OF THE SOUTHEAST %tbDepwbnent BOISE,IDAHO 83714 0 1/4 AND NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 DIGLINE De*n&OmWadonsl�lSpeathabno PHONE(208)639-6939 NORTH, RANGE 1 EAST, CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2020. CONTACT INFORMATION kmengllp.com g BENCHMARK THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ■ ' ■ DESIGN BY: LCK N 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 OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT ■` DRAWN BY: LCK/SRM POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. Z BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP g • CHECKED BY: LCK 1 O 685640.328 2457829.782 2733.900 1/2" REBAR 2929 W. NAVIGATOR DR., STE. 400 9233 WEST STATE STREET ACHD COMPLIANCE MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 DATE: DECEMBER 2020 CONTACT: ZACH MEYERS PHONE: (208) 639-6939 4 �K 685686.268 2458351.274 2736.050 PK NAIL PHONE: (208) 378-4000 FAX: (208) 639-6930 PROJECT: 20-155 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD z 102 685663.835 2459115.907 2740.473 BRASS CAP FAX: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. o POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO ■ SHEET N0. o LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN EMAIL: zmeyers®brightoncorp.com KEVIN McCARTHY, P.E. WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: EMAIL: Ikinsella®kmengllp.com �� O N kevin®kmengllp.com . "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." o NONE a CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S��NAL fH �S G� STANDARD NOTES FOR REVISED 3/1/18 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING �pF ENS 10 y RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, E - EASTING PC - POINT OF CURVATURE GENERAL CONSTRUCTION 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE ELEV - ELEVATION PI - PRESSURE IRRIGATION 860 CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 12/18/20 0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR � ' Q 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY y 9T Q v PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.orq FLG - FLANGE R - STATION OFFSET RIGHT 0 F OF �� CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. ADNDE/ORU�THE REQUIREMENTS), MERIDIAN S N STANDARDS, THE OF F THE IDAHO TRANSPORTATION REQUIREMENTS DEPARTMENT (ADA I D). THETY MOREHWAY STRINGENT RICT OF ANY OF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. GI - GRAVITY IRRIGATION RIM - RIM STRUCTURE C K�NS THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORMM DRAIN REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE SITE, IT COULD BE GROUNDS FORA "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL PRIOR TO START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD ~ REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. LEGEND PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. GENERAL CONSTRUCTION NOTE NO. 1. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILENUMBERS) FOR DETAILS. BOUNDARY LINE TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE - - OFFSITE BOUNDARY LINE cn 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE z WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES NO "TOLERANCES" ALLOWED. - - SETBACKS O_ FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT N DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE - ROAD CENTERLINE j LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. w �_ 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER LOT LINE LINE WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM APEX NORTHWEST SUBDIVISION NO. 1 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF RIGHT-OF-WAY LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT FINAL PLAT. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. p FOUND 1/2 INCH REBAR 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE NO-CHARGE RIGHT-OF-WAY PERMIT. FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 9• THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE DRINKING WATER SYSTEMS IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR ACHD POLICY MANUAL. ( ) AT THE CONTRACTOR'S EXPENSE. ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTE NO. 1. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 0 CALCULATED POINT REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A PROPOSED IMPROVEMENTS DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN TRAVEL LANE. ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS S SEWER LINE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS THE REQUIREMENTS OF THE 404 PERMIT. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE CRITICAL FACTOR. W WATER LINE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE SD STORMDRAIN LINE ROUGH GRADING PLAN. PI 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. TRAFFIC CONTROL NOTES PRESSURE IRRIGATION LINE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY SEWER MANHOLE FROM ALL BUILDINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL wv AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING DEVICES" FOR STREETS AND HIGHWAYS. WATER VALVE PUBLIC WORKS INSPECTOR CONSTRUCTION. 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ® WATER METER SEWER APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST ITEMS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF FIRE HYDRANT r"I . 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. REQUEST OF THE AGENCY AND/OR THE ENGINEER W / SINGLE WATER SERVICE 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER GRADING NOTES THE EDGE OF THE TRAVEL WAY. W DOUBLE WATER SERVICE z 0 MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. go DRAINAGE ARROWS z THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC Z DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION ACTIVITY WITH THE EPA. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE O LJ..I 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED _ rr nn 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. V SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS \- O LJ..I WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO / = J CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS � SANITARY SEWER LINE � (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ANY CONSTRUCTION. 0 Q 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO " " WATER LINE m 0 C EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. c CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF GAS LINE PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER ROADWAY (/)GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES -OP °P OVERHEAD POWER LINE z 7,STE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY < 0 CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO ci ci GRAVITY IRRIGATION LINE W 0 VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. (D SEWER MANHOLE Q PIPE ZONE. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLANS. WATER VALVE L IJ PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS m = 1 PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES WATER METER 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® LIJ 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC BEING CONSTRUCTED. RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE SUBGRADE, AL ENGINEERING STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. FIRE HYDRANT 0 0 CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE CUD POWER POLE Z THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL ENGINEERING REPORT. LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION z QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. FROM DEQ PRIOR TO ANY DEWATERING. m POWER BOX X DEMOLITION NOTES 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE LIJ DRAINAGE INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER EP EP EDGE OF PAVEMENT � 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". Q FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION CONSTRUCTION. EG EG EDGE OF GRAVEL AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC M 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. DURING DEMOLITION AND REMOVAL OPERATIONS. 0 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 2645 EXISTING GRADE CONTOUR a MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE E 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF D FINAL ACCEPTANCE. 0 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 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. Z REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE o CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. N W N UTILITY NOTES 12 CONTRACTOIONHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO a 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE E N G I N E E R I N G IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN g A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 9233 WEST STATE STREET REGION (334-2190). BOISE,IDAHO 83714 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639 6939 w SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com z COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: LCK ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: LCK/SRM Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK o FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC DATE: DECEMBER 2020 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE D OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 20-155 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION z OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET N0. THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. . 0 N a SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. o�ENS F10 HG�?� 2. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON SHEET C4.0. KEYNOTES ® L�12i860 0 1. RETAIN AND PROTECT SEWER MAIN. ADJUST MANHOLE �C� qTF OF \OP v LID TO MATCH ROADWAY FINISHED GROUND CONNECT C. K\NSF. PROPOSED PIPE TO EXISTING MANHOLE BLOCKOUTS PER SEWER IMPROVEMENT PLANS. 2. RETAIN AND PROTECT WATER MAIN. CONNECT TO \ \ \ \ \ I EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. \ \ \ \ \ \\ c \ 3. REMOVE EXISTING GRAVITY IRRIGATION PIPE. \ \ \ \ \\\ \ \ 4. RETAIN AND PROTECT EXISTING JOINT TRENCH UTILITIES. \ \ N 5. REMOVE EXISTING DRAINAGE DITCH. \ \ — \ c 6. REMOVE EXISTING FENCE. IL 7. REMOVE TEMPORARY GRAVEL ACCESS ROAD. \ \ \ \ \ \P�� � \�\ x ` 8. RETAIN AND PROTECT SEWER SERVICES. o LEGEND ts� \\ L — DITCH REMOVAL \ \ \ \ PROJECT BOUNDARY \ \ � � \ Nc ' � 5 5 5 I \ c 0 60 120 180 w —}�TOP OP TO OP TO OP. TO P TOP P TOP T P / / /�T� P/ /�/—yD \ \ \ \ w - c Plan Scale: 1" = 60' —TOP TOP TOP TT —y'�TOP�T TOP TD� OP — TO JfOP�TOF7 OP P/��6P TOP T — 3 EG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -18"S 18"S — — — — — — \ 2 \\ \ \ - - - EG- - — — — — — — - - - I 0 \ \ �' I \ \ � I to � \ rr I \ \ \ \ I I \ \ \ 0 \ 25' CITY OF MERIDIAN I \ \ \ z \ \ \ SEWER EASEMENT I O \ \ 5 1 \ \ \ I \ Lu > \ \ \ SI I \ \ \ � z � u Q ° _ I \ \ 1 0. 0 \ \ \ \ N \ \ \ �S i m I \ \ O O \ I o PROJECT BOUNDARY m \ z J PROJECT BOUNDARY \ \ S W I I \ EM Q Q i \ I \ Q \ \ I I \ cn w o o I \ \ 1 Imo 5 \ \ 6 W V a \ I ml \ z M x m z \ 'Y` \i 5 w z \ 1 \ I \ \ I xl \ IN o \ \ I I o 5 \ 5 3 5 1 \ 11-18 � x 4 \ ( I 3 5 r - _ �— E E TOE �L E * 0 TOE— EP— P 6 EP EP EP EP EP EP EP ��P EP P -EPG EP EP EP EP EP EP EP��—E� EP 6 2"w 1: E. LAKE HAZEL RD. i 6 i 6 / EP— O — N L — — Co — — — — — — — — — — — — — — — — — — — — — — ��� EP N 8 18 s s � " OP OP OP OP P OP OP OP \OP OP OP s OP OP OP OP OP OP OP op- - — — —� — — \ 1 r — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — Co 3 W J L - - 0 x E N G I N E E R I N G a Ia 9233 WEST STATE STREET I IJ I \ , \ \ it M ` I� -� BOISE,IDAHO 83714 PHONE(208)639-6939 z kmengllp.com X DESIGN BY: LCK N ti z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 SHEET NO. V Q vN ti O N a SHEET LEGEND HC �.`'S\pN A L t- • / I �ELE. & DESCRIPTION FINISHED GRADE ELEVATION p`� �,�CENs '0 U0 yF REFER TOT HAZEL AND LOCUST GROVE 37.17 LIP STA., OFFSET SIDE o ROADWAY AN TY IMPROVEMENT PLANS +39.26, 23.221E 1.50% FINISHED GRADE SLOPE 860 T SEE DETAIL SHEET C2;9 37.55 TOC J, 12/18/20 0 Op TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP T TOP TOP TOP +30.49, 27.89'L TO TOP TOPS TOp 34.85 PT' TOP T(35.03 PC TOP TOP TOP TOP TOP P TOP- - -TOP TOP TOP TOPS TOP TOP TOP T( 37.02 FL TOP 36"GI TOP_37.50 CL/INT qTF OF SOP v 35.66 FL 36.05 TOC o GRADE BREAK /x S�v �� +48.09, 18.001E +64.63, 18.001E +60.00, 0.00'L� Z�N �N 34.70 PRC 35.07 PRC +69.97, 17.501E24.501E � +30.50, 19.741E 36.05 PT 36.23 PC m o 37.37 PCC 37.17 LIP C. K �--® +39.43, 20.751E +73.28, 20.751E I +19.01, 18.001E +79.95, 23.911E +61.70, 18.001E +78.23, 18.001E I J � o - - - -- - - -- - SAWCUT LINE 34.61 CL/GB 35.11 PT/GB 35.26 35.90 PRC 36.27 PRC 36.53 J o 36.83 37.26 PRC _ A __37.58 TOC +34.36, 0.00'-- - -+81.94, 23.501E +19.95, 23.501E +53.04, 20.751E +86.89, 20.75'L� +50.00, 23.501E v ' +20.00, 23.501E ^+10.35, 20.751E • ® A +88.66, 28.361E 8 o 34.18 GB IRR 34.56 PC/GB 35.12 CL/GB 35.27 CL/INT 35.41 35.76 PC/GB 36.31 PT/GB 36.55 CL M 36.84 CL/INT 37.16 PC/GB R 37.07 FL +83.00, 23.501E D4 +30.28, 23.501E +81.94, 0.00' +19.95, 0.001E +57.94, 23.501E +44.38, 23.501E +95.55, 23.501E +50.00, 0.00' N +20.00, 0.001E +00.00, 23.50'L R30' o +88.66, 20.111E e - -- ---- -- ---- R3 34.20 t 2 a ® 2 2 a 2 t 2 �o L 2 z t 5 0 2 01 CIVI ACRONYMS z b\ m o ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 3 -- =-- ado ° / op° I �0 3 FOLLOWS: +77.49, 23.501E ° � ° 8"SD-----18"SD __1 SD-- 2 ° r O 34.19 CL/GB +83.00, 0.001ETT\ �i o_ STA. - ROADWAY STATION FROM CENTERLINE 1 0.40% 1 �15' R15' 1 b\ 1 R15' 0 9$% \6s A. � 1.Osq +0�01, 18.001E CL - ROADWAY CENTERLINE o 34.21 CL R15'"R15' O 35.77 CL GB 3 0 1 PC - POINT OF CURVATURE o S. APEX AVE. 0.42% `� 37.28 OOC 0.00 p 0.55% 0 v PT - POINT OF TANGENCY +77.49, 0.00' 11+00 N 1.08% 12+00 N 13+00 +44.38, 0.00' 1.08% 14+00 N 15+00 0.42% 16+00 0.55% ^ 1 s 6 ELE. - ELEVATION m I- ° � - I- - - I - - - - - o - - - - L - STATION OFFSET LEFT 0.81 0.45% 0 0 0 R15' °�° 117 R - STATION OFFSET RIGHT "g C � _ _ _ O R15',R15' _ _ _ _ _ pp/ ��09 37.73 CL TBC - TOP BACK OF CURB D4 N N 'N - 30.00' _ 1 $ �`�/w 4 N� 1 1 �rycb 4 N� 1 -� 1.07,0 I r 0 9� LIP - LIP OF GUTTERTURE �O � I r 37.82 MA - MATCH EXISTING 2 ° � ° +00.99, 18.00'R SW - SIDEWALK 34.20 _ � o o EP - EDGE OF PAVEMENT N +77.49, 23.50 R- 2 ® Le ° 2 2 3 i 2^ - 2 2 o. FL - FLOW LINE z IARR i i 2 34.18 GB4� - o� � J o TOC - TOP OF CONCRETE A+83.00, 23.50'R 34.56 PC/GB p 36.53 35.42 CL 35.76 PC/GB 36.32 CL/GB 36.98 PT 37.17 CL/GB ® - 3 HP - HIGH POINT N +57.99, 23.50'R +00.00, 0.00' CR - CURB RETURN +30.28, 23.50'R i tf+57.94, 0.00' +44.38, 23.50'R +95.55, 0.00' +50.00, 23.50'R 18"SD 78"s POC - POINT ON CURVE w ~ w 34.70 PRC L35.41 PT 35.90 PRC 36.31 PT/GB 36.67 PC 37.16 PC/GB � � . oC 2"SD 1�S +39.43, 20.75'R +57.94, 23.50'R +53.04, 20.75'R O 37.22 FL o INT - INTERSECTION +95.55, 23.50'R +81.99, 23.50'R p 1 +00.00, 23.50'R I � C+88.66, 20.10'R PRC - POINT OF REVERSE CURVE = 34.85 PT ° 36.05 PT 36.27 PRC ° 37.26 PRC O Lu a +61.70, 105 PT 37.19 LIP 37.76 TOC +48.09, 18.00'R +86.89, 20.75'R C +10.33, 20.75'R +39.26, 23.24'R +88.66, 28.35'R SHEET NOTES 35.03 PC C Q p 36.05 TOC 36.23 PC o 37.37 PCC 49 �, J v aslaL 37.19 LIP w +69.97, 24.50'R +78.23, 18.00'R ° I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +64.63, 18.00'R a 42 +18.99, 18.00'R +79.95, 23.89'R � 35.07 PRC 43 35.66 FL 37.03 FL 0 0 NOTES. +73.28, 20.75'R +69.97, 17.50'R o O +30.50, 19.75'R B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. 35.11 PRC/GB a SEEEROCD WAY PLAN O0 37.60 TOC 57 +81.94, 23.50'R I SEE ROADWAY PLAN �' +30.50, 28.47'R SEE ROADWAY PLAN C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET 0 22 0 SECTIONS. SHEET C2.4 0 SHEET C2.2 BLOC D. SEE SHEET C3.0 FOR LOT GRADING. z K 2 w Q E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ° ° O F' o TOLERANCES WILL BE ALLOWED. uj I v F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. APEX AVE . PLAN AND PROFILE G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. KEYNOTES ® O 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z Z SUPPLEMENTAL STANDARD DRAWING SD-701. Q 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER O J ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. _ L.L 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC V) O STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z = PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > = Lu d 2748 2748 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 0 Q C (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) G AND SHALL BE COLORED 'TRAFFIC YELLOW. m 0 \Lu Q O 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD 0 -1. / z 0 o SUPPLEMENTAL STANDARD DRAWING SD-708. Z O Q J 2745Ln 0 + 2745 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE d 'n o PER ACHD SUPPLEMENTAL STANDARD DRAWING Lu N co SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE LJ..I n a' Ln II II ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE _ > 0 rn rn `+ II IICn DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. w Q rn + Q x + + + II 00 c~n � z r�i Y 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD w O N Q cn o r Of N SUPPLEMENTAL STANDARD DRAWING SD-1 132B. 2742 + II C M z w N U N m 2742 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM Q N r Y r7 m N II w WITH 6" WIDE REFLECTIVE RED WHITE DIAGONAL DECALS. O 0 N II N N Q v II > Q > PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO Z � II _ N M Y M � N m II W W w BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Q a � � m 0- Q �, zJ caw X O Q rn N (D YQ r7 O r � N W II L > of J - W _ W r N m > J 0Ld 0 m N Q r 0_ N W W I I < W Z W Lu L L J I..L 2739 W II N m N m II II < w w 2739 o � J W II Q Lj w zJ CDw II Q > CEw w_ LL1 m > 0- J 0. 5% N w caw 0.55% - - - a FINISHED GROUND--,,. 0. 2% - - -- - - - 0.42 ° z 2736 1.08% - - - - - - - - - - - -- - - - - 2736 0 w 0.40% - - - - - 1.08% 0. 0% - - - - - - - - - - - - - - - - - - - - - 0 0.8 % - - - - - - - - - - - - - - -- - - - - - - EXISTING GROUND Z -0. 0 2733 01 2733 a Q V O D 0 N O EXISTING GROUND CENTERLINE 2730 FINISH GROUND CENTERLINE 2730 a z O r � r7 Ln cli r r ro m r) c0 m co i7 c0 O 00 O O 7 7 r O Na � N � O M M i r7 r7 K) r r� r7 rM n r) r7 r7 r� K) r7 M i,� r7 ro r) K) M r� r� t`� r7 M i, M M i M i r� r� M M r7 e '` '` r, rr rr rr rr rr rr rr r, rr rr rr rr rr rr rr rr rr E N G I N E E R I N G 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 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 'a PHONE(208)639-6939 0 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 kmengllp.com Q 0 DESIGN BY: LCK z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 0 SHEET NO. V Q vN ti 0 N a SHEET LEGEND �.`'S\pN A L f HC �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSF'0 y STA., OFFSET SIDE Q Q 1.50% FINISHED GRADE SLOPE 8 0 J, 12/18/20 Z, SEE ROADWAY PLAN SHEET C2.2 GRADE BREAK OF SEE ROADWAY PLAN SEE ROADWAY PLAN C. SHEET C2.5 KEN SHEET C2.4 a V I � BLOCK 2 39.76 LIP +38.20, 19.021E � - - - -- - - -- - SAWCUT LINE REFER TO LAKE HAZEL AND LOCUST GROVE 64 25 24 23 40.17 TOC o ROADWAY AND UTILITY IMPROVEMENT PLANS O 26 21 20 19 18 O +29.51, 23.441E Lu SEE DETAIL SHEET C2.9 a 27 17 ° +29.50315.181 w CIVIL ACRONYMS Q 38.51 PT 38.46 PC 14 40.05 PCC o�c I $ = 57 m +05.98, 13.00'L +93.98, 13.001E O +17.01, 13.00'L Q ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS Lu I H FOLLOWS: Y j O � 38.42 PRC 38.36 PRC 39.85 CL w Q 65 C I y 39.75 LIP O I +97.32, 15.751E +02.64, 15.751E +17.01, 0.00' STA. - ROADWAY STATION FROM CENTERLINE +81.81, 19.031E LLi 0 37.44 38.33 PC 38.68 GB 389 TOC .27 PT/GB 39.65 PT 39.93 PRC 40.32 TOC o CL - ROADWAY CENTERLINE o �U. � +85.488 19.501E PC - POINT OF CURVATURE +50.00, 18.501E +88.67, 18.501E +50.00, 13.00'L +11.29, 18.501E +60.01, 18.501E 15 +08.35, 15.751E +90.51, 23.451E o PT - POINT OF TANGENCY 36.33 GB r%i 37.35 CL 37.89 PC GB 38.21 PT 38.49 CL INT GB 38.18 CL GB 39.24 PC/GB 39.56 CL 39.85 PC / / / 38.03 FL / y 39.82 FL ELE. - ELEVATION +50.00, 0.00' +79.96, 18.501E +59.96, 18.501E +50.00, 0.00' +1 1.29, 0.00' +80.01, 18.50'L'a +60.01, 0.00' +99.70, 18.501E R30 +90.50, 15.181E +83.00, 18.501E - +85.49, 12.501E L - STATION OFFSET LEFT A 2 ° ° � ° 3 ` 5 R - STATION OFFSET RIGHT 36.35- 2 2 _ 2 L 2 2" 2 y ° /�30; o °Q ° 3 TBC - TOP BACK OF CURB +77.49, 18.501E 12"SD ia' D �`�O I �S0 3 2 Q3�,I ^00 0 �� �u' \ � 40. RIM - RIM OF STRUCTURE o' LIP - LIP OF GUTTER o +03.01, 13.001E o r �� MA - MATCH EXISTING 0.45% b\ b\ 1 00 S. ASPIRATION AVE. 0 0.51% 0 1 R15' �� 61 7� I SW - SIDEWALK 36.26 CL 1 1r 0 1.66% 0.40% 4 o R15' 0.50% 1.41% 0 4 5% �� ° �° (9 1 0 0 0.40% R15' l 0 0.51% 0 5 �� ° EP - EDGE OF PAVEMENT N +77.49, 0.00' 1 1+00 12+00 13+00 14+00 15+00 16+00 o N N N N N- 0.51% 6 0 FL - FLOW LINE z /° >>� ®40.29 CL TOC - TOP OF CONCRETE 36.24 CL/GB o o R15' 0 "� / ° p 40% o o p O ,89 �5% 1 o O 9 3 �� +03.00, 0.00' HP - HIGH POINT N g< +83.00, 0.00' l o W� � 0 409, gyp,0� R15' 0 0 1 R15' Ssg CR - CURB RETURN w F D4 1 N N 1 °7 M N N `\o �50 ��Do 40.48 NOC - INTERSECTION C RVE w 36.35 5. 0%./'�' 4.96% o h� +02.99, 13.00'R, PRC - POINT OF REVERSE CURVE +77 49 18.50'R �s ao. ° 2 0 ,�� y �0 SHEET NOTES 2 ° 36.33 GB A 37.44 37.80 CL/GB 37.97 CL/INT 38.24 CL s 1 38.27 PT/GB 39.15 CL/GB 39.35 CL/INT 39.85 PC Q I R 39.83 FL A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +83.00, 18.50'R +76.96, 0.00' +19.95, 0.00' +88.67, 0.00' 3 +11.29, 18.50'R +80.01, 0.00' +20.00, 0.00' +99.68, 18.50'R +90.50, 15.18'R NOTES. 37.88 GB 38.33 PC 38.35 PRC 39.24 GB L39.44 39.93 PRC140.39 TOC 12"S I +76.96, 18.50'R +88.67, 18.50'R 6 +02.64, 15.75'R +80.01, 18.50'R +20.00, 18.50'R +08.33, 15.75'R e B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. +90.49, 23.44'R 38.46 PCC 40.05 PCC 38.42 PRC 39.65 39.76 LIP C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET C +97.32, 15.75'R +93.98, 13.00'R +60.01, 18.50'R +16.99, 13.00'R +81.80, 19.02'R o SECTIONS. 38.51 PCC 38.02 FL 39.64 FL 12"SD 40.07� CL/INT 1 +05.98, 13.00'R +85.51, 13.70'R +29.50, 15.18'R +60.00, 0.00' o z D. SEE SHEET C3.0 FOR LOT GRADING. 38.56 TOC 4, 23 TOR � E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0% NO 38.18 LIP +85.51, 21.54'R +29.49, 23.45'R ti +26.49, 18.43'Rci 38.14 LIP 39.76 LIP U) o TOLERANCES WILL BE ALLOWED. OO +24.63, 29.00'R 38.72 TOC +73.47, 18.43'R O1 +38.19, 19.03'R o F. ALL STATION AND OFFSET LABELING RELATED TO EACH 38.32 FL 38.63 TOC SEE ROADWAY PLAN SPOT ELEVATIONS ARE REFERENCED TO THE ROAD BLOCK 1 +33.08, 29.00'R +75.33, 29.00'R SHEET C2.3 I ALIGNMENT. 3 38.30 FL 9.05 PT +66.88, 29.00'R o G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS +35.98, 43.01'R MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 8.87 39.04 PT RIGHT-OF-WAY PERMIT. 3 +63.98, 42.89'R +49.98, 43 8.87 38.65 GB H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS +50.00, 18.43'R CONTACT ACHD INSPECTION FOR VERIFICATION OF $ COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. S. ASPIRATION AVE . PLAN AND PROFILE I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. 0 30 60 90 0 3 6 9 KEYNOTES ® O 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z Z w Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SUPPLEMENTAL STANDARD DRAWING SD-701. Q 2 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z J L.L 0- 0 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC V) O 2751 2751 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z 0 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > = uj Z SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 0- Q Q (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. m 0 Lu Q 0 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD 0 / -3o PO SUPPLEMENTAL STANDARD DRAWING SD-708. Z O o �0 o 2748 0 + 2748 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE Q + Lu o `n 00 0 (0 PER ACHD SUPPLEMENTAL STANDARD DRAWING 0 II SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE � _ 0 co II Q ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE C' of + ro N N DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. _ cn o w + N a "� ~ M Z 14_o Y r 2745 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD ~ 2745 II V) o N r11n N SUPPLEMENTAL STANDARD DRAWING SD-1 132B. pa[ II II Y n o r w m II BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM a r cn C in N N II w WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. O 0 cn V) � zo ao m w II w < J PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO z Q Y M Z `V r� w II C z w c� w BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Q O U N wLd > X O Ln II � N U N N II J z w 7. CONCRETE PAVEMENT SECTION PER DETAIL, SHEET C2.9. 2742 N m vwj II w i? II w - 2742 CONCRETE COLOR, TEXTURE, AND PATTERN PER Lu w w Z w LANDSCAPE PLANS. N � J Z w j a U' w II m 0. 1 x N N w O. 1 O - - - 2739 w FINISHED GROUND 0' 1% - -- - - 2739 z - -- - - - - o - - - - - r 0.40 - - - - E 0.4 5 - - - - - - - 0 1.66% - - - - - - - -- - - - - - - - - - EXISTING ROUND z 2736 2736 0 0 a Q O D Q 0 2733 2733 14 rl Q N K Q - Icrn 5; EXISTING GROUND CENTERLINE CD 2730 FINISH GROUND CENTERLINE 2730 E N G I N E E R I N G 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 'a3o r r r r r r r r r 0) rn Lo c0 r c0 r r r PHONE(208)639 6 939 � cq 0) 0 00 00 Lo E; u n o N - 0 rN rn0) N � o� c6 roa ro ro � o ofa of o a; of 0 0i kmengllp.com a c6 c6 r0 c c rc 00 c6 06 f7 7 7O n n K) K) ro r) n M n n 7 M n � n r r rC14 r r r r N N C14 C14 C14 C14 N N C14 N DESIGN BY: LCK N N N N N N N N N N N N N N N z DRAWN BY: LCK/SRM z g CHECKED BY: LCK 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 o DATE: DECEMBER 2020 u D PROJECT: 20-155 SHEET NO. V Q vN ti O N a SHEET LEGEND 39.34 PT 39.10 CL Es t- +68.00, 41.01'L +79.00, 41.001E ��, BENS 37.19 LIP �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �.� fp 38.70 FL 39.34 PT �` +02.39, 19.961E SEE DETAIL SHEET C2.9 +66.25, 29.521E +90.00, 40.991E STA., OFFSET SIDE 37.63 TOC 38.26 39.21 TOC 38.70 FL 8 0 +15.88, 20.461E 1.50% FINISHED GRADE SLOPE TOP TOP TOP TOP TOP rya TOP TOP +51.00, 16.50'L TOP-T TOP +58.10, 29.521E T P TOP T P+91.74, 29.52'L-TOP TOP TOP TOP TOP TOP TOP TOP- 12/18/20 O 37.05 FL 38.32 SW_ 39.12 TOC 39.21 TOC �& -,0 TOP TOP TOP TO +15.88, 12.41'L TOP TOP-+45.00, 24.501E T P TOP TOP TO+49.48, 20.89,E TOP TOP OP +99.89, 29.521E TOP TOP TOP TOP TOP TOP TOP '9� 9p�. OF SOP v 37.50 CL/INT/GB 37.48 PT GRADE BREAK y�� 38.49 FL 38.93 PCC 39.70 +78.51, 0.00' +26.510 11.001E , 16. FL m +20.00, 11.001E +90.00, 16.501E N C KEN a +45.00, 16.001E � o n +49.48, 12.741E 37.17 LIP o 37.45 PC 38.10 SW I �I C5 38.90 PCC g 38.82 PRC 39.33 SW 39.47 SW o I +54.60, 19.951E +31.52, 1 1.001E +23.00, 24.501E +38.00, 1 1.001E N1 6 5 +28.65, 13.751E +13.00, 24.501E +35.00, 24.501E - - - -- - - -- - SAWCUT LINE 37.57 TOC 37.33 PRC 37.51 FL _j 38.79 PRC 3 3 38.73 PT/GB 38.73 FL 38.87 FL +41.10, 20.461E �--, +40.17, 13.751E +23.00, 16.001E +29.34, 13.751E ° +37.31, 16.501E +13.00, 16.001E 35.00, 16.001E 37.04 FL 37.24 PT/GB 37.92 R IR A co oM 38.70 PC IRR 0 IRR 38.61 CL/GB 39.17 R W_ /�_+41.00, 39.39 +41.10, 12.401E s +48.83, 16.501E +17.00, 16.501E 6 +20.68, 16.50'E D4 5 0s +37.31, 0.00', +07.00, 16.501E 16.501E I M CIVIL ACRONYMS 1\° 2 1 a / 5 s 7 27% /`"� u`�7 27% 1 ° 1 b\ s W N ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 37.47 PC 3 zf�o s � �s 0 4 ° U FOLLOWS: 7O I ° s ° N +30.50, 11.001 � A 8g pp- O ° 00 �s p 0g STA. - ROADWAY STATION FROM CENTERLINE O% �o NPR 1 E. TARGET ST. 1.00% R15' SZ% � � 439 0.63% 0 1 0 0.63% CL - ROADWAY CENTERLINE o 37.24 CL 1 R15' 0 0.56% 0•A 12+00 0.48" 1.00% 13+00 o f 14+00 0• 15+00 0 16+00 f 17+00 w PC - POINT OF CURVATURE 0.55% 0.55% +30.51, 0.00' I - - - - I - `V -I - - N - `V + - = LuPT - POINT OF TANGENCY �p p ��% R15' b� I 3 0.56% 0.50% R15' l 6 �09 ��j� ��$ `gyp. 0� 1 0 R15' R15' 0 1 1 o I ' r T LEE. - STATION OFFSET LEFT 37.47 PC b�� / \ b\ N o' N 1 c1 + V J, ^� R - STATION OFFSET RIGHT o O O V l TBC - TOP BACK OF CURB +30.52, 11.00'R 13 r ' 0 00 �a"sD is"s 0 Q w RIM - RIM OF STRUCTURE 1 s LIP - LIP OF GUTTER s s 2 s s s s MA - MATCH EXISTING I ° ° ° cO 3 s 38.73 GB 39.15 CL 39.57 CL (� SW - SIDEWALK 0 37.04 FL ° 37.12 CL/GB 38.35 GB 38.74 PC EP - EDGE OF PAVEMENT N +41.10, 12.40'R +48.83, 0.00' +60.00, 16.501E +27.83, 16.50'R O9 +37.31, 16.50'R +24.01, 0.00' +90.01, 0.00' FL - FLOW LINE z 37.56 TOC 37.19 LIP 37.24 PT/GB 38.23 CL/GB 38.84 PRC O7 38.78 PT 39.28 39.70 TOC - TOP OF CONCRETE +01.75, 20.73'R� +48.83, 16.50'R +60.00, 0.00' +36.49, 13.75'R +27.95, 16.50'R +24.00, 16.50'R +90.00, 16.50'R HP - HIGH POINT N +41.10, 20.45'R A 37.55 TOC 38.35 GB 38.94 PT 38.87 PRC CR - CURB RETURN Lu 37.17 LIPS ® 37.33 PRC Lu F +15.88, 20.47'R +60.00, 16.50'R +45.14, 11.00'R +19.30, 13.75'R POC - POINT ON CURVE - +40.17, 13.75'R IN- n INT - INTERSECTION o +55.29, 20.74'R B 38.51 FLY 38.98 PC PRC - POINT OF REVERSE CURVE LL; � 37.45 PC +53.64, 10.50 R +10.64, 11.00'R X 37.48 PT 39.07 TOC 38.63 LIP SHEET NOTES Lu +26.52, 11.00'R +53.64, 17.50'R +95.22, 20.751E CL Q 37.05 FL O O4 O5 O 38.63 LIP 8 38.90 CL/INT/GB 10 11 12 13 14 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +15.88, 12.41'R O +62.77, 20.751E BLOCK 21 +79.01, 0.00' NOTES. 39.13 GB I� +79.01, 11.00'R B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. SEE ROADWAY PLAN SHEET C2.0 C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET SECTIONS. 0 D. SEE SHEET C3.0 FOR LOT GRADING. z 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. E . TARGET ST. PLAN AND PROFILE G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. KEYNOTES ® O 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z Z SUPPLEMENTAL STANDARD DRAWING SD-701. Q 2748 2748 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z J W o ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O LL O 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC V) O 00 '+ STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z �n CO � PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > = LJ..I `n 00 Cq � II SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q 2745 oM + 00 Q O II 2745 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) 0 0 _ m W z AND SHALL BE COLORED 'TRAFFIC YELLOW'. _ Q II II v< N o N Y 06 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD z Q V) Lq o II Y � U wN J SUPPLEMENTAL STANDARD DRAWING SD-710. Ln Z Q N r Z N N N � II m II 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE LIJQ d Ya o N Y M 00 w o PER ACHD SUPPLEMENTAL STANDARD DRAWING 0 2742 w N U �cli w II - w Q w 2742 SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE Lu m Of m Luc9 w ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE w II Of w II c� w DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. L u W > ~ J 0 w' _ zw aw w 0 w SUPPLEMENTAL STANDARD DRAWING SD-1132B. � Of J 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD 2 Q DC FINISHED G OUND BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM 2739 Q 0.63% 2739 WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. O 0.56 ° ~ - - - - - - PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO z 0 W - -° - - - - - - - - - - - - - - - - - BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Q 0.55% - _ 1.00% - - - - - - - - - - - - - - - - - - -- - - - X O -0.55% - - - Lu - - - - - - - - EXISTING GROUND-7 2736 / 3:1 MAX SLOPE 0 2736 a v m N N V V) O 0 N z 2733 0 2733 0 N Q Z EXISTING GROUND CENTERLINE 0 2730 FINISH GROUND CENTERLINE 2730 a 0 0 D a 0) c0 00 N to M M rM 00 L0 0) � L0 � n N O 00 O M � c0 00 O M � r- 00 O) O N M N It � M N N Ln 00 M '0 c0 00 r- (0 r- 0) M r` o O O I� r r r r- r- 00 r- 00 0c) 00 00 00 o0 00 00 00 C6 0o 00 00 C6 00 'i 0) 6 0) � O) N M M M M M M r) M M f� r) M M M r,) M M M M M M 1 ) M M toM pry PI)r- pry PI) M M M toM PI) M M M M M r r- r- r r- r- r- r C4 � r- r- r- r- cj r-� N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N rl Q N 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 E N G I N E E R I N G 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 'a PHONE(208)639-6939 o kmengllp.com 0 0 DESIGN BY: LCK z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 F- SHEET NO. V Q vN ti O N a SHEET LEGEND �.`'S\pN A L f HC �ELE. & DESCRIPTION FINISHED GRADE ELEVATION F �\CENSF149 'LF STA., OFFSET SIDE � 1.50% FINISHED GRADE SLOPE 6860 0 39.75 LIP 39.81 PT/GB 0 12/18/20� � Q 39.92 PRC GRADE BREAK y� \Ncjk. +49.97, 21.811E +31.26, 20.001E �� �C� F �� +21.63, 16.501E N C. K 40.18 TOC 39.85 OF +36.45, 22.391E 40.05 PCC +34.26, 20.001E -TOP- 39.59 FL-To TOP +12.00, 13.00'L TOP TOP 40.05 SW TOP TOP TOP TOP TOP TOP TOP TOP TOP TOF 41.78 SW TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP >P -+36.46, 14.351E 40.19 TOC +40 26 28.001E " +50.77, 28.001E SEE DETAIL SHEET C2.9 - - - -- - - -- - SAWCUT LINE OP TO TOP Of TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP 41.1 8 FL OP TOP TOP TOP TOP TOP TOP TOP 39.99 PCC - +01.56, 22.381E 39.45 FL +26.00, 13.001E 39.62 FL +40.26, 19.501E +50.77, 19.501E m o m 39.90 PRC +01.56, 14.341E 40.24 SW 41.59 41.94 SW of �I +18.97, 14.751E 39.76 LIP +54.26, 28.001E +44.77, 20.001E +64.77, 28.001E j o CIVIL ACRONYMS 39.84 PC +88.02, 21.811E 39.64 FL 40.86 GB 41.10 41.87 GB o 41.56 GB 41.34 FL 42.54 � 43.33 +11.93, 16.501E u • • +54.26, 19.501E +10.00, 20.001E +49.99, 20.001E +78.51, 20.001E ®� +41.77, 20.001E +64.77, 19.501E +49.99, 20.001E +71.32, 20.001E ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS D 8"SD 18"SD � �40.20 40.81 CL/GB 41.05 CL 41.82 CL/INT/GB 41.50 CL/GB 41.88 42.21 GB o to 43.27 CL,,. �g FOLLOWS: R30' R 5 +60.26, 20.001E +10.00, 0.00' +49.99, 0.00' +78.51, 0.00' +41.77, 0.00' S +70.77, 20.001E +00.00, 20.001E N +71.32, 0.00'` �g STA. - ROADWAY STATION FROM CENTERLINE a R30 2 s s s 2 s 2 CL - ROADWAY CENTERLINE o e b� rn � I "css b� ;o o PC _ POINT OF CURVATURE D ° 0 4 s PT POINT OF TANGENCY ELE. - ELEVATION �>> D4 �Q L - STATION OFFSET LEFT �% \�9 ` ` 0.4 1 01 1 01 �z 1 R - STATION OFFSET RIGHT T ^ 1 73:�3.0 6 Sg 3 R15' 39.76 CL/GB 0 0.50% 1.13% 0.65% 0 TBC - TOP BACK OF CURB g 18+00 0.50% o +31.26, 0.00' 1.33% 19+00 0.60% N 20+00 E.TARGET ST. 0 0y 21+00 o 22+00 N 23+00 0 0.63% R15' T RIM - RIM OF STRUCTURE m Z �� 3 emu' N - �- - - - - ro w - - - - - - fl N ° LIP - LIP OF GUTTER rn r ' 1 R15' ����° �0�� p�5% o R15' 0 R15' �`�/ \S$�"'p- p 41% R15' 0 SW _ SIDEWALK XISTING ° \ 1 g 6 1 % cV 1 EP EDGE OF PAVEMENT N ^ z a o ��OFLOW WOFINE Z CONCRETE � l J rn 1 r o 7. 0%\ 7. 0% N o HP - HIGH POINT N s �° 3 - s 1 ° 2 s 1 ao �° s ^ 2 1 s s 2 CR - CURB RETURN w N ° `� 1 O POC - POINT ON CURVE ~ o LO 1°° IRR S IRR 42.48 CL - s° 0 39.81 PT/GB 40.86 GB 41.10 41.49 PC 41.56 PT/GB 42.16 CL/GB 43 33 INT INTERSECTION i +31.28, 20.00'R +10.00, 20.00'R +49.99, 20.00'R +15.25, 20.00'R 3 3 +41.77, 20.00'R +00.00, 0.00' +49.99, 0.00' +71.32, 20.00'R PRC - POINT OF REVERSE CURVE 39.84 PC s 39.92 PRC 41.61 PRC 41.66 PRC 42.21 GB 42.54 +11.95, 16.50'R +21.65, 16.50'R +24.88, 16.50'R +32.14, 16.50'R +00.00, 20.00'R +49.99, 20.00'R SHEET NOTES 39.90 PRC 40.05 PCC 41.75 PCC 7 41.79 PCC/GB A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +18.99, 14.75'R +12.02, 13.00'R +34.51, 13.00'R +22.51, 13.00'R D I NOTES. 39.99 PCC 39.62 FL 41.48 LIP 41.48 LIP +26.02, 13.00'R +01.57, 14.34'R +56.56, 19.81'R +00.47, 19.81'R REFER TO LAKE HAZEL AND LOCUST GROVE B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. 39.59 FL 40.16 TOC 42.09 TOC 42.09 TOC ROADWAY AND UTILITY IMPROVEMENT PLANS +36.46, 14.34'R +01.57, 22.38'R +54.07, 30.50'R +02.95, 30.50'R C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET 41.57 FL SECTIONS. 40.13 TOC 41.57 FL o 39.76 LIP +62.33, 30.50'R z +36.46, 22.38'R +94.69, 30.50'R D. SEE SHEET C3.0 FOR LOT GRADING. +88.04, 21.81'R BLOCK 1 39.76 LIP 42.21 PT '-'-' 40.07 CL/INT/GB 42.21 PC +49.99, 21.81'R +64.51, 43.00'R E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 14 15 Q +69.01, 0.00' O 41.92 GB' +92.51, 43.00'R O O O TOLERANCES WILL BE ALLOWED. z +78.51, 19.81R SEE ROADWAY PLAN F. ALL STATION AND OFFSET LABELING RELATED TO EACH 0 42.03 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD BLOCK 2 � Q� SHEET C2.1 +78.50, 43.00'R ALIGNMENT. � a- 000 N G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS Q MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE a `n s RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. KEYNOTES ® O Ln E . TARGET ST. PLAN AND PROFILE 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z z SUPPLEMENTAL STANDARD DRAWING SD-701. Q 0 30 60 90 0 3 6 9 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z _j J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O L1_ 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Ln O z 0 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > = W d SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE - Q Q 2754 2754 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) 0 0 z AND SHALL BE COLORED 'TRAFFIC YELLOW'. m - \W Q 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD D / z SUPPLEMENTAL STANDARD DRAWING SD-710. v) Z O Q 5. INSTALL 14' WIDE GRASS PAVERS (GRASSPAVE2 OR CL 2751 2751 DETAIL, SEE SHEET C2 APPROVED EQUAL) S19TENANCE ACCESS ROAD PER Ln Lu Q 0 C16. CONCRETE PAVEMENT SECTION PER DETAIL, SHEET C2.9. W °r- � + II CONCRETE COLOR, TEXTURE, AND PATTERN PER = LJ..I oN + N N LANDSCAPE PLANS. Q DC 0 II N II 7. INSTALL TERMINUS BARRICADE TYPE III PER ACHD 2748 coo 0 Q N II N 2748 SUPPLEMENTAL STANDARD DRAWING SD-1 132B. O BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM 0 W r II N 00 Y II WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. Z Q a zo r N PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO X O II U) 00 N Q m w BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Q II p U W N J W N co II m o II w Z � N w w II � � 2745 0 0) m z _j 0 > CD w 2745 U N Ld 0_ m m II Qx cc w Caw N 0:� II 0 w V ~ > d Z yf o w 0.65% - - a - - - - - -- - - - - - - - - E 2742 _ _ -- - - -- 2742 D FINISHED ROUND 0.60% - - - - - ° - - 0 o -- - - - 0.6 % -0. 0% - - - - - - - - EXISTING G OUND 0 2739 - - -- - - - - -- -- - - 2739 0 O D Q d N 0 O N N a 2736 O N 2736 Icrn 14 E N G I N E E R I N G 3 EXISTING GROUND CENTERLINE 9233 WEST STATE STREET 3 2733 FINISH GROUND CENTERLINE 2733 PHONE(08)6 9-6939 o kmengllp.com 0 0 o rn co co OrN r 't r r cr ar0 n r r0) r rr rco 0r r rr rnr Nr 0r0 r0r0 r rr Ir- r"r rr (rro�i 0)Nr DESIGN BY: LCK 00 O N r I00 0 � 4 (0 00 O N O 0) ° O) ° 0) 0 O) 0) O O O O O N N N 0 N � N M V) 't 0 N N It DRAWN BY: LCK/SRM z N N rr NN N N N N04 N N N N N N N NNN N N N N N N N N N N N N N N N N N N N N N N N CHECKED BY: LCK a o DATE: DECEMBER 2020 u F- 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 22+80 23+10 23+40 23+70 24+00 PROJECT: 20 155 SHEET NO. V Q vN ti O N a SHEET LEGEND �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,\CENSFD y SEE ROADWAY PLAN SEE ROADWAY PLAN STA., OFFSET SIDE Q SHEET C2.0 SHEET C2.6 1.50% 860 s s a TOC w FINISHED GRADE SLOPE 12/18/20 0 BLOCK 2 Q 0 t 30 ° ° 9 +61.438.14 25.88'LA Q OF > 35.43 TOC 43 44 45 46 47 48 22 37.80 FL p GRADE BREAK ti� C. K�N� ,� z SEE ROADWAY PLAN x +33.99, 24.69'L I SHEET C2.1 a _ ° wM � °° wM +61.50, 16.55'L Q `u `.35.00 FL 37.86 LIP oc ° ° - - - -- - - -- - SAWCUT LINE Q +34.00, 15.50'L 26 +54.52, 10.56'L N vi +5 06 LIP O 37.73 PC Q s 1 +41.19, 9.82'L o SEE DETAIL SHEET C2.9 29 � +41.99, 10.00'L 1 � RZg b\ N 34.79 CL/GB 35.93 GB - 36.50 - 36.92 �'� Orb 37.53 CL/GB o CIVIL ACRONYMS CO ° +48.50, 0.00' +14.50, 10.001 v °° ° +41.99, 0.00' +50.00, 10.00'L +50.00, 10.00'L 35.04 PT 35.73 CL/GB o A 36.30 CL 36.72 CL 37.17 PC �O�° I 37.49 PT I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +08.49, 10.001 ° lz� +84.49, 10.00'L 27 FOLLOWS: 2 r, +51.49, 10.00'L +14.50, 0.00' +50.00, 0.00' +50.00, 0.00' O 089 Off' 2 37.97 CL/INT ° wv � �� 10 00 1.42% 11+00 a a 0.42% 6 0 k2+00 0.42% ° 1 +00 0 ° ° 14+00 ° ° ° 5+00 0 0.42% 1 77� �`�p, +90.50, 0.00'R STA. - ROADWAY STATION FROM CENTERLINE Q 2.00% ° ° T° N i ° - �_ - I N °- ° - ° -I - ° N ° ° - I CL - ROADWAY CENTERLINE o _ _ ° - 35.27 CL/INT 35.03 CL/GB �° ° ° ° ° QS a ° ° ° 0.42% a J 37.83 CL/GB PC - POINT OF CURVATURE ° ° ° ° O ° ° ° ° o ° --- ° o PT - POINT OF TANGENCY 35.27 , /INT +36.50, 0.00' �. N N7 c i Ay +59.00, 0.00' ELE. - ELEVATION 35.04 PT 35.93 GB 36.50 36.92 36.97 CL 37.13 CL/INT 37.21 CL 37.73 PC g I gA I L - STATION OFFSET LEFT l� +51.51, 10.00'R +14.50, 10.00'R A +50.00, 10.00'R s +50.00, 10.00'R +08.49, 0.00' +46.48, 0.00' +84.4.9, 0.00 +42.01, 10.00'R ° R - STATION OFFSET RIGHT R28' CD 34.96 LIP 37.17 37.33 37.49 37.76 LIP 01 3g TBC - TOP BACK OF CURB 4.00, , 9.83'R +08.49, 10.00'R +46.48, 10.00'R +84.49, 10.00'R +54.53, 10.55'R Rap RIM - RIM OF STRUCTURE 1 34.88 FL 37.67 FLJ LIP - LIP OF GUTTER "" +34.00, 15.51'R +61.50, 16.54'R 1 MA - MATCH EXISTING IP4 SW - SIDEWALK 35.20 TOC 37.99 TOC 1° EP - EDGE OF PAVEMENT N +34.01, 24.70'R +61.51, 25.87'R FL - FLOW LINE z TOC - TOP OF CONCRETE 0 HP - HIGH POINT N CR - CURB RETURN Lu ®I 49 50 51 52 53 54 55 56 58 59 60 61 62 63 64 65 POC - POINT ON CURVE L I° I INT - INTERSECTION O PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET SECTIONS. 0 D. SEE SHEET C3.0 FOR LOT GRADING. z 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. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS ALLEY ��A�� PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 0 30 60 90 0 3 6 9 CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. KEYNOTES ® O 1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC z z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z J SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) O W AND SHALL BE COLORED 'TRAFFIC YELLOW'. - J cn O z LL 2. INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-708. > = Lu p[ 2748 2748 0 Q 2 m 0 w z O 0 . > Q O 0 cn z O z 00 + H Q 2745 + �' �' 2745 w 0 a u II II Q I� Q 0 (D Ln + r) 00 + � M N � Y � N SLu r Y � G Q J M 2742 II o N N °�° IIIV) II 2742 J Q � II II z Q w OV W W � LIJ o >N r) V) of w � V) q - Of Ld � Q M WN W 0LuZ Ul � O cy_ X O N Q III Ed W N II w 0-1 W W 2739 Cn II m II m 2739 W 0 W a Z j Q � of J Q m O W C� N 1.77% 0.42% M FINISHED GROUND - - - V a Z 0.42% - - - - - - - - - - ° 2736 - - - - - - - - - - - - - - 2736 2Q� 1. 2% - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - EXISTING ROUND V O - - Q Z 0 2733 2733 a Q V O D Q STORM DRAIN N SYSTEM 2730 2730Icrn a Q EXISTING GROUND CENTERLINE E N G I N E E R I N G 3 2727 FINISH GROUND CENTERLINE 2727 9233 WEST STATE STREET o BOISE,IDAHO 83714 'a PHONE(208)639-6939 o kmengllp.com p 0) Nr7 M r7 OM N(D c r7 ao O r7 7 r� aMo M (0 00r7 c0� ao L (0 r 00 0 O � 00 �i0) iO 11) � co 00 0 N M O) 0 Ln Sr Ln Sr Ln Lri Ln ( Lo (D co (D � (D (D DESIGN BY: LCK r7 7 7 M r � C14r r re)rN N N N N N DRAWN BY: LCK/SRM N N N N N N N N N N N N N N N N N N N N z g CHECKED BY: LCK a o DATE: DECEMBER 2020 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 PROJECT: 20 155 F- SHEET NO. V Q vN ti O N a SHEET LEGEND *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENs '0 y STA., OFFSET SIDE Q SEE ROADWAY PLAN 12/18/2 1.50% FINISHED GRADE SLOPE Lp 0 0 SEE ROADWAY PLAN � 0 � SHEET C2.0 15 SHEET C2.1 GRADE BREAK OF 1 1 O O O O O O O 8 O 10 11 12 13 14 +61.49, 25.881E Q 1 R 36.98 TOC 39.22 FL I - - - -- - - -- - SAWCUT LINE „� OD +33.99, 24.691E _j +61.50, 16.551E 0 Q 36.57 FL I 39.30 LIP Q x W� +34.00, 15.50'L +59.00, 12.89'L $ 1 36.65 LIP 39.28 LIP 1 Q CIVIL ACRONYMS Q +36.50, 12.021E SEE DETAIL SHEET C2.9 s +54.52, 10.561E '6 RZ$ 36.63 LIP 37.55 37.95 38.35 38.58 38.73 38.89 39.12 PC b� N +41.19, 9.821E +50.00, 10.001E +50.00, 10.001E +50.00, 10.001E +08.51, 10.00'L +46.52, 10.001E +84.51, 10.001E +41.99, 10.00'L o0 ' `30' I FOLLOWSALL : ARE TO TOP BACK OF CURB UNLESS NOTED AS Ln 36.61 PT 37.35 GB 37.35 CL A 37.75 CL 38.15 CL 38.38 CL 38.53 CL/INT 38.69 CL 38.92 CL/GB 39.35 CL/INT 0 2 +51.49, 10.001E +00.48, 10.001E +50.00, 0.00' +50.00, 0.00' +50.00, 0.00' +08.51, 0.00' +46.52, 0.00' +84.51, 0.00' +41.99, 0.00' 2 STA. - ROADWAY STATION FROM CENTERLINE +90.50, 0.00' 36.36 CL/GB lo ° ° ° ° °0.40% 10 ° ° Al ° ° ° lo ° 0.40% `L�°° CL - ROADWAY CENTERLINE o 10 00 +48.50, 0.001E °_11+00 I N ° 12+00 ° ° ° ° 13+00 Lei 0 14+00 ° ° °16 I0 15+00 � � `i 1 77% s PC - POINT OF CURVATURE 2.00% - - �$ - - T -°° - V - PT - POINT OF TANGENCY s 36.60 CL/GB �� 1.53% 0.40% o �° ° ° ° a o° ° ° ° o ° �Q9 39.22 CL/GB s ELE. - ELEVATION o +36.50, 0.00' ^ ° ° I N ° ° ° ° N d ° ° ° �'409 h� ° N ° +59.00, 0.00' L - STATION OFFSET LEFT ~ I I 36.61 PT 37.15 CL GB 37.55 37.95 38.35 ° r ° ° Q�° I R - STATION OFFSET RIGHT / +08.513810 00 R O I �� 17 +42.013910 00 R TBC - TOP BACK OF CURB ° +51.51, 10.00'R +99.99, 0.00' +50.00, 10.00'R A +50.00, 10.00'R +50.00, 10.00'R �' 36.84 CL/INT l� , ° o RIM - RIM OF STRUCTURE 36.53 LIP 4� u� 38.89 PT �n LIP - LIP OF GUTTER +00.00, 0.00' R28' +41.20, 9.83'R 37.35 GB Q7`V �s ° `,� +84.51, 10.00'R 30 MA - MATCH EXISTING 0 36.55 LIP +99.99, 10.00'R R 38.68 TOC 39.15 LIP SW - SIDEWALK 1 +36.50, 12.02'R 36 +29.40, 19.36'R < 18 +54.53, 10.55'R 1 EP - EDGE OF PAVEMENT z 1 36.45 FL 39.13 LIP FL - FLOW LINE ® I 1 +34.00, 15.51'R ° +59.00, 12.89'R I TOC - TOP OF CONCRETE 0 a 36.76 TOC s "" HP - HIGH POINT 0 1 +34.01, 24.70'R ° I 39.02 FL N CR - CURB RETURN 5 +61.50, 16.54R POC - POINT ON CURVE w ~ 1 42 41 40 39 38 37 81 39.34 TOC INT - INTERSECTION s 35 19 +61.51, 25.87'R PRC - POINT OF REVERSE CURVE 1 ° ° SHEET NOTES o BLOCK 2 s 1 I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ° *_�SEE ROADWAY PLAN ' NOTES. SHEET C2.6 B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET SECTIONS. 0 D. SEE SHEET C3.0 FOR LOT GRADING. z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. ALLEY " B" PLAN AND PROFILE F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. 0 30 60 90 0 3 6 9 G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. KEYNOTES ® O 1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC z z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES J 2751 2751 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE z (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) O W AND SHALL BE COLORED 'TRAFFIC YELLOW. - � cn O z LL 2. INSTALL 4' WIDE VALLEY GUTTER PER ACHD O SUPPLEMENTAL STANDARD DRAWING SD-708. > = Lu p[ 2748 O 2748 0 Q 2 a, o o m 0 W z 04 rn + D I > Q + Ln �' � z Oz 2745 0 0q .0 rn II a N N V) "�' 2745 W O +O fI) U oo L0 oo Y a o + O a0 a � w � _ m wdN W _ of II II QL 0N m II" 00 m Ld 1I Q W Ld� � II N7 w w II 0 Q J Q O II � Q 2742 Z � � (0 � � N w > ItJ � w w 2742 O 0 ~ W N n m Z w Ld Q Q' II~LLJ m w �IIm X O > � w o > w W J 0 W Z w C� W 0 2739 " �.��% D 2739 Q a X FINISHED GROUND - - - - - - N N V a 1.rJ3°�o - - - - - - - - - - - E 2736 _ - - - - - - EXISTING GRO ND 2736 V O Q Z STORM CRAIN 0 2733 SYSTEM 2733 0 vi a 0 0 N EXISTING GROUND CENTERLINE a 2730 FFINISH GROUND CENTERLINE 2730 Q _ Icrn 5; p 00 O O O M N r �� 0) M 0 LO co r O 0) N M �� � M r Ln O00 't to co M Lq (0 r O N rM O r a0 N r) o c0 cD 6 6 (0 r r r r r r r 00 Cd 00 00 co o o0 o0 Cd 00 0) in M �, n �, �, �, �, �, �, �, �, �, �, � �, �, n E N G I N E E R I N G v r) rM in r7 M M r7 M r7 �`� r7 M r7 r7 �`� M r7 M r7 r7 r r r r r r r r r r r r r 9233 WEST STATE STREET 3 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 o BOISE,IDAHO 83714 'a PHONE(208)639-6939 o kmengllp.com 0 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 0 DESIGN BY: LCK z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 SHEET NO. V Q .5 0 N a SHEET LEGEND *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� ��CENSF STA., OFFSET SIDE Q 1.50% FINISHED GRADE SLOPE 860 J, 12/18/20 0 GRADE BREAK OF SEE ROADWAY PLAN N C. K SHEET C2.4 SEE ROADWAY PLAN - - - -- - - -- - SAWCUT LINE SHEET C2.5 � o 60 29 30 31 32 � � 33 34 35 36 � 16 CIVIL ACRONYMS ii 38.41 PC ° I +98.03, 10.021 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS SEE DETAIL SHEET C2.9 38.68 TOC FOLLOWS: SEE DETAIL SHEET C2.9 +16.66, 17.12'L STA. - ROADWAY STATION FROM CENTERLINE Lu Q CL - ROADWAY CENTERLINE o 61 0 37.77 CL/GB 37.65 GB � ` �i�� ��°° I � PPC - POINT OF T - POINT OF CURVATURE a q� � +26.02, 0.00' �R 37.97 +10.00, 10.00'L oTANGENCY O 37.52 PT +36.02, 10.01'L ° .�� A 37.80 37.45 GB w ELE. - ELEVATION +38.01, 9.98'L BLOCK 2 p s p �a�° I >� -+00.10, 9.99'L +10.00, 4.00'L 4 L - STATION OFFSET LEFT ° � L � , ' ,�1 ' 1 p38.53 CL/INT TBC - TOPTION BAC�FOFECURBHT Ft 37.97 CL Il- 0 0 86% +36.02, 0.00'10 00 28a11+joctclN 0.51% 0 -< 80 0.86% 1 1 00 RIM - RIM OF STRUCTURE 62 0.51% O - ° +36.02, 0.00'- 10+00 3.50% 9, ° _ +4 O o0 y 0 37.80 CL o �- d ° LIP - LIP OF GUTTER ° p 0 L ° 38.21 CL p MA - MATCH EXISTING 37.13 CL/INT p ° N ° +00.00, 0.00' ° p +98.1 , 0.02'L +00.00, 0.00' A9 -� I o I ° SW - SIDEWALK ° 37.32 CL 37.80 37.54 CL/GB 09 EP - EDGE OF PAVEMENT N +38.00, 0.02'R A 37.97 +00.00, 10.01'R +20.00, 0.00L �9 FL - FLOW LINE z 37.52 PT +35.93, 9.99'R 37.65 GB TOC - TOP OF CONCRETE HP - HIGH POINT N 63 +37.99, 10.02'R +10.00, 10.00'R /� I CR - CURB RETURN w /',► 38.41 PC POC - POINT ON CURVE tz w 0 +98.02, 9.98'R ° INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES 64 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 27 26 25 24 23 21 20 19 18 17 0 NOTES. ° BLOCK 2 ° B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET 65 LIS SECTIONS. ' z D. SEE SHEET C3.0 FOR LOT GRADING. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS ALLEY " C" PLAN AND PROFILE ALLEY " D" PLAN AND PROFILE CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' O Ln z z z Q O � ww _� � LLLL > O= Lu o < 2 m 0 w 0 0 > Qa 2748 2748 2748 2748 Ln z O z z H w Q � Q Q o 0 5 a a 0 N o � U 0 ro 0 0 + LJJ04 o II +II II + >- >- >- 0II �+ r � O �� �u w2745 2745 2745 2745 � J N � a H0 zrn N Q u) r V � � O a z � � YM Q � Yr7 vr- C) Q I� WN N WN Yr7 II 2742 n r, m °° II 2742 2742 m N w w 2742 co w m o Q � o � w II Zw w II Q-' _j caOf w l-' J Of Lj Q > Q a LLJ Q > 0 W 0 W CY J o' J 0 W v U' W X N a 2739 2739 2739 FINISHED GRO ND 2739 oFINISHED GROUN a - - z350 - - - - - - 3 50 E 0.8 ° -- 0.51% - - - o - - - - - - EXISTING ROUND- Z 2736 E ISTING GROUND 2736 2736 2736 0 a Q o STORM DRAIN a EXISTING GROUND CENTERLINE SYSTEM 2733 FINISH GROUND CENTERLINE 2733 2733 2733 to co .4N ro c0 M M r � N N N N N N N N EXISTING GROUND CENTERLINE Im, 2730 FINISH GROUND CENTERLINE 2730 E N G I N E E R I N G 9233 WEST STATE STREET 3 9+90 10+20 10+50 10+80 11+10 11+40 o BOISE,IDAHO 83714 3 Ln ao 0 0 ,� PHONE(208)639-6939 a M M M C6 00 ao kmengllp.com o I� M r M r r, 0 N N N N N N N N DESIGN BY: LCK z DRAWN BY: LCK/SRM z a 9+90 10+20 10+50 10+80 11+10 11+40 CHECKED BY: LCK o DATE: DECEMBER 2020 u D PROJECT: 20-155 F- SHEET NO. V Q vN ti O N a SHEET LEGEND SHEET NOTES A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR �Sca\ AL fHc/ 8" WHITE - BIKE LANE AT ADDITIONAL STRIPING AND SIGNAGE INFORMATION. o� �,�CENSF10 'yF 0 50 100 150 INTERSECTION B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 860 Plan Scale: 1" = 50' 15 8" WHITE - BIKE LANE CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 12/18/20 MARKINGS. 19 24" WHITE - STOP BAR � OF N��v KEYNOTES ® N C. K 1. BIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD STANDARD DRAWING TS-1113. 2. INSTALL 42" TALL BOLLARD WITH RED AND WHITE REFLECTOR SIGN. CONTRACTOR SHALL VERIFY MANUFACTURER, TYPE, AND COLOR WITH OWNER AND ENGINEER PRIOR TO INSTALLATION. a 0 02 X „02 _. „02 X „02 o I�\ _o _ II I (D rx_ 9 C I � o Ix �� Ix dOlS `. �. .� ! x .� �. .� dOlS .� �. .� N �_ �=N _ O Q--= O O N � N z 19 19 E.TARGET ST. Ln O L ~ ' 12 REFER TO LAKE HAZEL AND LOCUST GROVE o w o vn o ROADWAY AND UTILITY IMPROVEMENT PLANS x 0 1 STOP W i STOP wow v � o R1-1 R1-1 1 , 30" X 30" 30" X 30" o � O O O3 O4 O5 O6 O7 8 O9 10 11 12 13 14 15 C O O o x z sa u:) o _ M 15 16 0 17 CAO „02 X „02 36 Z-tlM 18 x C, O 0 1311f10 42 41 40 39 38 37 3S ON 19 12 12 O O Ln >_ $ 33 2Lu 21 z z BLOCK 2 z Q V 22 Lu Z a OLu cn X W C)15 32 2 23 0 � w O Q p Q z CL Q a Q BLOCK 1 Co L u c/) o N SPEED 31 24 vi 11 (/) z p z umrr 10 Q DC 0 1 25 30 25 W 0 Q R2-1 43 44 45 46 47 48 O NO O sPEED O9 24" X 30" OUTLET L.I..I 0 1 � � z M > a o Tx 29 W14-2 26 R2-1 Q W o k' 30" X 30" 24" X 30" Lu 27 O O Q > L 28 z Q d 0' X O a w /1 m O Z7 C13 LL N I Q N xCD L , 12 w ?.a O - 0 z F O I O O O O O O O O O O O O O O O O Z 49 50 51 52 53 54 55 56 58 59 60 61 62 63 64 65 Q 0 Z 7 6 LL f a L 1 ?i 0 a +\>> / 161. 57 N W N rl REFER TO LAKE HAZEL AND LOCUST GROVE REFER TO LAKE HAZEL AND LOCUST GROVE— ROADWAY AND UTILITY IMPROVEMENT PLANS ROADWAY AND UTILITY IMPROVEMENT PLANS 'C Z 'C 00 _ _ _ _ _ _ _ _ _ _ _ Z _ _ _ _ _ E. LAKE HAZEL RD. _ _ Z - - 0 E N G I N E E R I N G 9233 WEST STATE STREET z - BOISE,IDAHO 83714 w PHONE(208)639-6939 z \ kmengllp.com N w DESIGN BY: LCK 6 I I DRAWN BY: LCK/SRM a CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 SHEET NO. V Q i 7 vN ti O N a SHEET NOTES CITY OF MERIDIAN STREET LIGHT NOTES LEGEND A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �Sg\ANAL fHc� CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION O� �,�CENSFD y 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL �0 INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, CONFLICTS EXIST. ELECTRIC CODE. DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST Q CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 U 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN J, 12/18/20 0 ONLINE CITIZEN PORTAL AThttps://citizenporta1.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING CITY OF MERIDIAN. Q AND REQUEST INSPECTIONS. HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED C. SERVICE — ALL STREET LIGHTS SHALL HAVE OF SOP �v 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE AND FOR THE POLE AND ASSOCIATED WIRING. STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. C. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND UTILITY COORDINATOR. CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE 2' MIN. FROM WATER METERS. LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, UTILITY AND PAVEMENT CROSSINGS. DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 D. METERING — CONTRACTOR SHALL COORDINATE METER STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR WHERE A METERED SYSTEM IS REQUIRED, NEW STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. UTILITY COORDINATOR. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE u, ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY Q EXISTING TYPE 1 STREET LIGHT HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS WHEN THE ADJACENT PROPERTY IS DEVELOPED. EXISTING TYPE 2 STREET LIGHT ts) Z / OP TOP TOP_ TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP .TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP \ 5; OLu d :z N C 6" 6 6"PI 6"PI �" � 6"PI 6"PI 76"P1 6"PI ees"�' 6"PI 6"PI 0 60 120 180 ®ro 00 8„wa " 8 W�8„W 8„W : 8„wa " „w w ; 8„W W 8"W 8"w 8"w 8"w 8"w s"w 8"w 8"w 8"w 8"w 8°w " c Plan Scale: 1" = 60' L o- E. TARGET ST. 8"s 10 8"s 8"s 8"s 8"s 8"s "s 5 N 3: ZE 00 00 a 6"PI 6"PI 6"PI 6"PI 6"PI 6,PI 6"PI 6"PI " 1 6"PI 6"PI oa op 00 a N Z Co a t 1O 2O O3 O4 O5 O6 O7 8 O9 10 11 12 13 14 15 � °° N 00 a 00 O 5 OZE 0 q 3 ro d a N p 3 8"W 8"W 8 sn 5 „s 8„s „s 8"s 8 s 5 5 6„w 16 N 17 OZE a p � 00 ® n N co w °0 Co 42 41 40 39 38 37 35 19 oof r—I a 00 IF12 a N o a 00 m fn N O 00 34 20 z - w 00 � O BLOCK 2 -coa O � pp N ®22 N Z2O z 0 L6 °° Z \\ > / = Lu z Q 0 Q aF- oo a n W � 32 23 O N m 0 W LLi I= BLOCK 1 � N > _ z O (D O � a ~ vi 10 12" ^ L.L o a U w v, � Q 11 �' o a dL � ; , ^ Q LJJ cn r 12"W 12"W 12"W 1 "W " 1 ° v I ® f 43 44 45 46 47 48 a 30 25 a � Lu W -00 a O 8"S 8"S 8„S 8„` 8„S 8, DC o a N = w (n 29 26 N Q J� 27 a N CID O N O a' 6"w 28 8„w 8„w 8 a o a 8„8 „ „S „S 8„S „S „S s 8„S 8„S „s 8„S s 00 ' X O _ 2"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W � 8„S 8„S 8„S s 8„S 8„S 8„S 8„S 8„S 8„S s a N w Qa o 0 N I 49 50 51 52 53 54 55 56 � 58 59 60 61 62 63 64 65 N II � o • v 11 I ro N I I d rri O CLI.I.r z i d O N ~O I I O O I I 10 N O ; ; 6 I z I,ice W w 12,P\ Q "PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8 PI 8"PI 8"PI 8"PI t 8"PI � �OOQ 0 p 2 Cn a0 ti 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8'PI w 00 z 0 a o TO€ T 12'W T : T 12" 1T"W T 12 W T 72 W T_ E. LAKE HAZEL RD. W 12"W 12"W 12"W 12"W TZw 12"W a s T T T T T T T T ; T T T T T T T T T T T T T T T T T T a =ERo o � N 2„ N REFER TO LAKE HAZEL AND LOCUST GROVE ROADWAY AND UTILITY IMPROVEMENT PLANS a 0 E N G I N E E R I N G V 9233 WEST STATE STREET 3 BOISE,IDAHO 83714 PHONE(208)639-6939 kmengllp.com DESIGN BY: LCK z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 F- SHEET NO. V Q vN ti O N a 50 CM (19.7") SPECIFICATIONS ASS\ANAL ENc� 16.7 CM (6.6") 25 CM (9.8") UNIT SIZE — 50 CM X 50 CM X 2.5 CM �oF \CENSF10 'y (20" X 20" X 1") AVAILABLE IN 9 STANDARD ROLL SIZES 20' PL—PL 860 UNIT WEIGHT — 510 GRAMS (18 OZ.) 12/18/20 OR 2.0 KG (4.5 POUNDS) STRENGTH — 402 KG/CM (5720 PSI) 9� -f OF \OP v COLOR — BLACK (STANDARD) y��� C K�NS RESIN — HDPE (WITH SOME POST—CONSUMER : .,.:.::..�:- ._. .::....:..,.. ;;...,.,..:.....:,._............:. <..., .,,.. .:•.:»,.,.�.•_.:>>: .,,..._':... RECYCLED CONTENT) / / � / PLAN 1' LANDING, GRASSPAVE2 SQUARES TYP. ASPHALT PAVEMENT 3/4"—MINUS CRUSHED AGGREGATE BASE ADJACENT GRASSPAVE2 SQUARES w STREET SECTION A SEE ENLARGEMENT BELOW Q� SCALE: NTS �8.3 CM (3.3") HYDROGROW MIX BELOW RING 2.3 CM (0.9") , __1 SUPPLIED FREE BY MANUFACTURER 6 CM (2.4") RINGS FILLED WITH CONCRETE SAND 60' RIGHT—OF—WAY G (CLEAN, SHARP SAND) 0.5' 000 Oo��°(�° 0 08000°008008�00 °000 °�o� oo o°oo 0.5' oo°� o J<°o� 000000 o o ° ° o ro0 0 0 00 o OooOoo 0 00 �p oo°° o o PLACE 10" OF 6" MINUS PITRUN �o�"R�,°$O80o0o Oo O°� 5' SIDEWALK 8' PLANTER 16.5' TBC—CL 16.5' CL—TBC 8' PLANTER 5' SIDEWALK o o 000 ° moo° ° ° o 000° ° � � GRAVEL COMPACTED TO 95% DRY N 0000°o°OOg� °��o oO�oo°o°OOgOg Oo 3:1 MAX. °O SLOPE TOO BOO o�o 0 00 0o d°oo�goo°oo� pOoo ° DENSITY. Z 0 ogo �O 00°°0° Q N COMPACTED SUBGRADE, w \ 1111- �'I� ��= I I III� \\\�\ SECTION \ \ L \ \ \ \ \ \ \ \/\/\\/\ TOP OF GRASS ROOT MASS 6 M M 1' LANDING, \�\ GR(A S P A VE2 VATTOP OF TACH WITH RING TYP. r\/�\/i\/i\/i\/i\/i,\//,\ /,\//\%//,\//\// \ .\/i\ SNAP—FIT FASTENERS 6" VERTICAL CURB ASPHALT PAVEMENT ROOT MASS TO FILL AND GUTTER, TYP. COMPACTED SUBGRADE pomm, °o 0 0 000 0 00 GRASSPAVE2 3/4"—MINUS CRUSHED AGGREGATE BASE o�8�°Oo Q, � o Og� _o °9�00000g�0�b°00 PLACE 10" OF 6" MINUS PITRUN 6" MINUS PIT—RUN SUBBASE 0 ° o 0 08 000° o 0�10o GRAVEL COMPACTED TO 95% DRY DENSITY. STREET SECTION B ( E . TARGET ST. ) ENLARGEMENT z SCALE: NTS NOTE: 1. CONSTRUCT 14' WIDE (MINIMUM) TYPE 2 GRASS PAVER ACCESS ROAD PER ACHD STORMWATER DESIGN GUIDELINES STANDARD DRAWING, DETAIL 3. EDGE OF GRASS PAVERS SHALL BE DELINEATED WITH PLANTS PER LANDSCAPE PLANS. 67' RIGHT—OF—WAY GRASSPAVE2 DETAIL 2 2 SCALE: NTS 3:1 MAX. 5' SIDEWALK 8' PLANTER 18.5' TBC—CL 18.5' CL—TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING / /�/\\/\\/\\ \ \/\\/\\/ ~5» CONCRETE � a //\/�\/�\/�\/�\/�\/\/�\/�\/�\ \ \//\ \ \ // a .° a a ., d a V / 6" VERTICAL CURB ASPHALT PAVEMENT z Z AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE —6" OF 3/4" MINUS Q GRAVEL BASE COURSE z J 6" MINUS PIT—RUN SUBBASE REMOVE AT LEAST 2 FEET OF O \�\/� �\\�/\��/� EXISTING FILL MATERIALS FROM STREET SECTION C (S. ASPIRATION AVE . ) �� BELOW BOTTOM OF PROPOSED _ SCALE: NTS PAVEMENT SECTION AND IMPORT \ O LZ STRUCTURAL FILL AS SPECIFIED BY THE GEOTECHNICAL REPORT. — i<f COMPACT AND PROOF ROLL 0 SUBGRADE. (95 MIN PROCTOR m 0 W COMPACTION) 0 J 68' RIGHT—OF—WAY (/) z O Q 3:1 MAX. 5' SIDEWALK 8' PLANTER 20' TBC—CL 20' CL—TBC 8' PLANTER 5' SIDEWALK NOTES: uj SLOPE TO 1. ALL CONCRETE PAVEMENT SHALL BE INSTALLED PER SECTION 705 E _ EXISTING OF THE ISPWC. l_u CONCRETE PAVEMENT SECTION jSCALE: NTS O 1' LANDING, \\/\\//\\/�\\/ �/\/�\/�\/�\//j\/ /j\/\\/\\/ /\\�/\\/\\/ \ \ \\/j\//j\/�\/�\/�\/�//\/\\//\\/\\/\ TYP. / / / / / \//\// /\//\�\//\//\//\ \ /� / / X O 6" VERTICAL CURB ASPHALT PAVEMENT LJ..I a AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE X 6" MINUS PIT—RUN SUBBASE N M STREET SECTION D E . TARGET ST. Z SCALE: NTS D V O 0 Q z Z 77' RIGHT—OF—WAY 2, 2, Q ° 5' SIDEWALK 8' PLANTER 23.5' TBC—TBC 23.5' TBC—TBC 8' PLANTER 5' SIDEWALK a 3:1 MAX. SLOPE TO N EXISTING 0 N a, a � \\//\/\/\ \//\//\//\// .'. ♦.....,.< :..:a .. .—.Y ...... .. :, 0 6" VERTICAL CURB E N G I N E E R I N G a AND GUTTER, TYP. ASPHALT PAVEMENT 9233 WEST STATE STREET 0 3/4"—MINUS CRUSHED AGGREGATE BASE BOISE,IDAHO 83714 3 COMPACTED SUBGRADE PHONE(208)639-6939 Q 6" MINUS PIT—RUN SUBBASE kmen IIp•com g STREET SECTION E S. APEX AVE DESIGN BY: LCK z SCALE: NTS DRAWN BY: LCK/SRM Z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 SHEET NO. V Q vN ti O N a CIVIL ACRONYMS GRADING LEGEND ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS �c,S�pNAL fHc� FOLLOWS: 01� FINISHED GRADE ELEVATION F �CENSED y 42.50 0 50 100 150 F STA. - ROADWAY STATION FROM CENTERLINE mmmmmmF- CL - ROADWAY CENTERLINE FINISHED GRADE SLOPE Plan Scale: 1 = 50 PC - POINT OF CURVATURE 1.50% PT - POINT OF TANGENCY ELE. - ELEVATION 9 qT12118120 P 4 C' F OF �� I' L - STATION OFFSET FT -�2626 --�- FINISHED GRADE CONTOUR R - STATION OFFSET RIGHT y41( C. TBC - TOP BACK OF CURB 6' LIP - LIP OF GUTTER -2645- - EXISTING GRADE CONTOUR SW - SIDEWALK TOC - TOP OF CONCRETE FG - FINISH GRADE GRADE BREAK 3. SHEET NOTES A. SEE SHEET C1.1 FOR GRADING NOTES. B. SEE SHEETS C2.0-C2.7 FOR ROADWAY KEYNOTES ® \\ \c \c \\ IMPROVEMENT PLANS. FIELD DRAINAGE SWALE ` \\ N 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. SCALE: NTS \ \ \ C. SEE SHEET C2.9 FOR TYPICAL ROAD SECTION. 2. INSTALL TEMPORARY FIELD DRAINAGE SWALE PER DETAIL, \\ \c c \\ THIS SHEET. 3. INSTALL 29' OF 36" ADS SANITITE HP © 0.10%. \\ \ f c \\ I I � � o <� O co \ \� - \ 2510 �oQ TOP TOP TOP TOP OP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO TOP �OP TOP TOP TOP TOP TOP TOP TOP TOP TOP T TOP 1 I \ N �p TOP TOP TOP TOP------,TOP TOP TOP TOP TOP TOP 2j�9 TOP TOP TOP TOP TOP P\ TOP TOP TOP TOP T TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP \ c C INV. 2731.10 $ u u � \ �,, ® 1 s"sD pp p I o §„ 6"PI 6"PI 6��j 6"PI �" 6„PI 6"P $ 6„PI 6"PI cn ao \� ao � v, Z �E = III � L.i „ 3 8" 8'W 8'W $ 8"W 8' 8"W ¢ - 'W 8"W 8"W 8" 8"W 8" 8"W 8"W 8'JJ� 8"W 8"W 8"W 18"W \11 8"w 8"w�9" 8'w 8" 8"w a 27 E.TARGET ST. , \`L1� 2�A1 ems` 21A2 2�q3 18"S 8' 18"S 18"S 18" 18"S 1 8"'S - 18" 1 "S 8'S' EG 8"S�18'S 8"S � S 18"S 8"S 8" 8"S 8"S 8"S 8' 8 \ 39.84 � 1 l INV. 2731.07 1 2��3j 38.94-38.9818 sD U) � TBC TBC a 37.29 0 1 a0 TBC 37.54 37.88 38.22 38.47 38.66 37.86 `�, 39.26 38.77 38.98 39.20 39.41 39.63 40.1 1 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI ee 6 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI a ro SW TBC TBC TBC TBC TBC \ SW I = ® 37.56 �37.74 38.08 38 42 38.67 38.86 39 24 38.96 39.18 39.39 39.61 39.82 38.95 38.09 SW SW SW SW SW SW SW a GB SW SW SW SW SW 82 GB- \ 136.36 36.57 36.91 37.25 37.50 37.69 1 I �j o I J GB I GB GB GB GB GB I w \ 37.80 38.01 38.23 38.44 38.66 > s � o N � �° GB GB GB GB GB � z f -00 I 2 4 O I O O O O O 8 ?� 10 11 12 13 14 15 000 38.03 38.27 oQc 36.36 36.57 36.91 37.25 37.50 37.69 37.80 38.01 38.23 38.44 38.66 38.95 I �I o GB I GB GB GB GB GB TOC TOC GB GB FGB FG38.81 B GB GB O 5 3 ~ 36.76 37.35 37.49 37.62 37.76 37.89 37.86 I�38.09 38.41' 38.54 38.68 38.95 39.1 1 00 Q � f O cn \ �� TOC TOC TOC TO TOC TOC GB M Gg TOC `TOC TOC TOC TOC TOC `� ' I I w N • z z III > 2j3) 273g 8„w 8„w "w w � a '`o � a I I o s 8"S 8"s s"s s"s 8"s s n a 38.40 38.67 16 38.62 273g T39.28 1 \ N II N � J 36.68OC 35.5738.03 Sy+✓ TOC �o TOC 17 O 2> _ 37.28 37.47736440\ 37.74 37.87 TOC I SW rn GB- TOC TOC TOC TOC 36.85 �� 37.37 37.37 \e 38.11 38.11 ^ - \ �,� a0 III O /: Ln O 36.11 36.30 36.57 36.71 I \ N a _ J z GB GB GB GB GB GB 38.26 GB 36 GB � GB 18 GB 39.31 N vi > = W o ® 3 ® I : SW SW �I \ II 0 Q 1 1 37.15 37.15 38.14` 38.141_39.1 1 m 0 LLi °' I 42 41 40 39 38 37 �!` 38.13 GB 35 GB GB 19 GB - TBC - � I > 38.31 ,,6 38.31 38.90 1 - Q SW TOC TOC SW 12 \ N Z O x 38.70 a w 35.57 I 36.1 1 36.30 36.44 36.57 36.71 \ 36.90 36.90 37.73 37.73 \ \ I I ( Q I Q GB GB GB GB GB GB `� GB GB GB GB_ TBC 1 _ 36.76 36.92 37.07 37.21 37.35 37.49 36.85 37Co .65 37 99 34 38.07 38.07 20 66.49 \ \' � II I I f 1 SW SW SW SW SW SW GB SW SW TOC TOC SW a �\ V) W _ c a 1 36.65 36.65 a0 37.32 37.32 38.29LI 3v °�dv vdv w 37.82 GB 33 GB GB 21 GB TBC 39 O o O 37.82 37.82 O L N \ O N = W r n 00 SW TOG TOC I v \ �6' \ 2j3 BLOCK 2 GB 89 36.64 37.63 37.63 38.79 \ III \ N z $ \ 37.66 37.80 37.80 38.93 ® \ N I I z Q 2 o -00 22 SW TOC TOC SW z - <36.80 �C37.78 -37.78 38.65 � � II 0 36.09 36.30_ 36.47_ _36.65 36.83 37.01 37.21 00 36.84 GB GB GB- TBC ; N X rr nn SW SW - SW SW SW SW SW 37.48 GB 32 37.97 00 37.97 23 38.86 \ � °' II W V $.� 1 SW TOC TOC SW BLOCK 1 a O 34.93 - N 35.13 35.31 35.49 35.66 36.71 35.84 � 36.71 37.70 38.59 o a0 GB GB GB GB GB GB "Gg'05 GB 31 GB GB 37.70 TBC 3 GB00 a \ 37.3-1 O 37.87 37.87 24 38.67 11 1 Nl- m \ I TOC TOC SW 38.51 O Co f12" $ 36.56 36.56 37.50 37.50 TBC 10 \ ~ o ® ® 1 GB GB GB GB_I �� ` "w 12"w 12"w - 1 "w . �\ 43 44 45 46 47 48 I 37.14 30 0 40 SW 3 TOC TOC 3 O 38.45SW a O9 8"S -�5 8"S 8"S 8' s" } a I 36.41 36.41 a0 37.28 •,,37.28 38.25 \ \ w 35.13 35.31 35.49 35.66 35.84 GB GB GB Gg TBC \ N \ JI o -Co GB GB GB GB GB \ 36.97 29 37.58 37.58 o n a0 35.66 36.00 36.14 36.28 36.43 36.05 I SW _ TOC TOC �IciJ \ 00 a � 35.11 TOC TOC TOC TOC TOC GB 36.59 38.18 \ I I w TOC TOC 36.20 36.20 36.95 N 27 36.95 SW c� N 36 GB �2737 GB 28 8„GB ft„w v 8"w \ „� O I N LL a 7- GB _� 36.77 37.37 37.51 37.63 Gg a S 8'S " s„S s„s 36.54 36.66 o F U, TOC TOC TOC s TOCs"s s"S-TOC - TOC 5 W a 35.11, 37.71 \ \ - ° TOC 33.94 35.52 35.93 36.06 36.18 36.30 36.42 35.62 36.90 37.02 37.14 37.26 37.38 37.50 TOC 1 _ 12"w 12v� 12"w 12"w 12"w 2"w 12"w 12"w -�"w 12"w a I GB TOC TOC TOC TOC TOC TOC �35.38 35.48 I GB TOC TOC TOC TOC TOC TOC 34.35 34.77 34.89 35.01 35.13 35.25 GB =Gg 35.73 35.85 35.97 36.09 36.22 36.34 36.46 36.57 s s"s s"s `\s"s s s"s s"s s"s s"s "s s"s�-s"s 5 I N $ I GB GB GB GB GB GB I I GB GB GB GB GB GB GB I GB ti ~ I i®j 49 50 51 52 53 54 55 56 I 1 58 59 60 61 62 63 64 65 I � \ III Co a I I 3 a I ® o �,�^� 38� III ENGINEERING �v 8 \ 9233 WEST STATE STREET (9 1I 33.94 34.35 34.77 34.89 35.01 35.13 35.25 35.38 35.48 35.62 35.73 35.85 35.97 36.09 36.22 36.34 36.46 36.55 O 7O I I BOISE,IDAHO 83714 o I jI � GB GB GB GB GB GB GB GB GB I GB GB GB GB GB GB GB GB GB � \ O6 N � _ PHONE(208)639-6939 o I I II N kmengllp.com e N 234.79 34.93 35.06 35.19 35.32 35.45, 35.58 35.72 35.85 36.02 36.15_ 36.29 36.42 36.56 36.69 36.82 36.96 37.09 `�� DESIGN BY: LCK SW SW SW • SW SW SW SW SW SW , SW SW SW SW SW SW SW SW SW "� �ZP\ DRAWN BY: LCK/SRM 'PI "P o ri oPI 8'Fi ri o ri d"PI o PI 8 ri o ri o r'I �j o ri o ri 8o'PI \ I z \ i �2"S D g �oQ CHECKED BY: LCK z 2� o� 8'PI 8'PI 8'PI 8"PI 8"PI 8"PI 8'; 8'PI 8"PI 8"PI 8"PI 8"PI 8"PI n 68 0 3S \ I DATE: DECEMBER 2020 u / 3 _ \ / 1 (� I PROJECT: 20155 Z 2 ��Q Q • 2j3 OJ li���4 � N �� - P 4 N SHEET N0. _ 2 Q �Ulm-mra6 x 1'1'w -12" 12' 12 1�� �1- } Md �o'o �"W �/ 1�1p� �LdL -_-_- _- -_ / J 0 X -ems»., ig J� �j T T T T T T -T T T -T� T! E. LAKE HAZEL RD. -T T� -Tom_ T T T T T -T- -T T T T T T T _T�-T T -T J T T " - a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �Sg\ONAL fHc� NOTES. \,\�ENS F10 ?� � B. SEE SHEET C4.1 FOR STORM WATER DETAILS. 0 50 100 150 C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN 12/18/20 60 Plan Scale: 1" = 50' AT OR BELOW 15 FEET FROM EXISTING GROUND SURFACE. `" �� Q FOR ADDITIONAL INFORMATION REFER TO THE "LIMITED -7 qTF \OP GEOTECHNICAL ENGINEERING REPORT - PINNACLE 0 OF SUBDIVISION" PREPARED BY MITI, DATED APRIL 6, 2018. 1�/�/ C K\N SEE SHEET C1.2 FOR WELL LOCATIONS. FOR ADDITIONAL GROUNDWATER INFORMATION REFER TO THE "FINAL 2020 GROUNDWATER MONITOR REPORT FOR PINNACLE SITE" PREPARED BY NRS, DATED OCTOBER 29, 2020. ALL GROUNDWATER DEPTHS WERE GREATER THAN THE DEPTH OF THE MONITORING WELLS. THE CALCULATED INFILTRATION RATE WITHIN POORLY GRADED SAND WITH GRAVEL WAS DESIGNED TO BE 8 IN/HR OR GREATER. REFER TO THE "LIMITED GEOTECHNICAL ENGINEERING REPORT- PINNACLE SUBDIVISION" PREPARED BY MITI, DATED APRIL 6, 2018. D. PROVIDE WATER-TIGHT SEALS AT PIPING a ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, AND MANHOLES. E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE ACHD STORM DRAIN ACHD STORM DRAIN COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF EASEMENT EASEMENT ROW OR WHERE COVER IS GREATER THAN 2 FEET THE Q TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP- TOP TOP TOP TOP TOP TOP TC STORM PIPE SHALL BE ADS N-12 HP PIPE OR TOP TOP TOP To INLET #5 TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP SDMH #8 (48-INCH)_Top To _39.0' 18' ADS N-12 HP TOP TOP Toi TOP 63.0' 18" ADS N-12 HF P To OP TOP APPROVED EQUAL. PLOWABLE FILL SHALL BE USED WHEN ACHD SD-601, TYPE I INLET #7 48"0 SDMH FLAT TOP @ 0.00% SDMH #9 (48-INCH) 0.00% LESS THAN 5-FEET OF SEPARATION BETWEEN RIM:2736.77 ACHD SD-601, TYPE I RIM:2740.15 _ _ _ 8 48"0 SDMH FLAT TOP STRUCTURES. SUMP:2732.77 INLET #8 RIM:2738.26 SUMP:2733.34 RIM:2742.00 - F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC .s u u ACHD SD-601, TYPE I SUMP:2734.26 INV IN:2736.09 12" (S) 11 SUMP:2735.08 N INV OU.33cfs .77 12' (S) 11 STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. z r32 �" � s" I Q25=0.33cfs � a RIM:2738.26 INV OUT:2735.26 12" (S) INV OUT:2735.34 18" (E) INV IN:2737.82 12" (S) � Q100=0.46cfs P-6"PI 11 6'PI SUMP:2734.14 6" I-Q25=0.38cfs l _ INV OUT:2737.08 18" (E) p STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC N-s'PI s'PI �� C0 00 RATED LIDS UNLESS OTHERWISE SPECIFIED.12" ADS N-12 HP INV IN:2735.14 12" (N) Q100=0.53cfs\© 0.40% INLET 6Lu - ( ) 0 25.3' 12" ADS N-12 HP INLET #14 INLET #16 25.3 12" ADS N-12 HP W# INV OUT:2735.14 12" S I/I ACHD SD-601, TYPE I G. THE CONTRACTOR SHALL COMPLY WITH ALL THEADS N-12 HP a'w-ACHD SD-601, TYPE I a"w 8' Q25-0.43cfs 30.5' 12" ADS N-12 HF ® 0.40% a"w- 8"w o w© 0.40% a"w a' o �� ACHD SD-601, TYPE I' 8"w-® 0.40% 8"w a"w a"wRIM:2736.77 @ 0.40% RIM:2739.34 REQUIREMENTS FOR STORM WATER DISCHARGE Q100=0.60cfs i E.TARGET ST. RIM:2741.08 I SUMP:2732.65 � SUMP:2735.19 ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES 5.3' 12" ADS N-12 HP a"s a' a's -8"s 8"s SUMP:2736.93 SDMH #3 (48-INCH) INV IN:2733.65 12" (N) � INV IN:2736.19 12" (S) J IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP 3 � @ 0.40% INV IN:2737.93 12" (S) 38.0' 12" ADS N-12 HP PLAN PREPARED FOR THIS SITE, REGULAR SITE 48"0 SDMH FLAT TOP INV OUT:2733.65 12" (S) 11 37.5' 12" ADS N-12 HP 11 INV OUT:2736.19 12" (N) ® 0.40% � RIM:2737.61 Q25=0.44cfs 18"SD SDMH #4 (48-INCH) ® 0.40% Q25=0.35cfs INV OUT:2737.93 12" (N) INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE SUMP:2730.78 Q100=0.61 cfs 5 Q100=0.49cfs Q25=0.83cfs 1 1 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN 48"0 SDMH FLAT TOP Q100=1.15cfs THE NPDES GENERAL PERMIT. INV IN:2733.53 12" (E) or 5 3' 12" ADS N-12 HP - - RIM:2738.80 s"PI INLET 13 s"PI s"PI s"PI ee INLET s"PI s"PI s"PI s"PI 6"PI s"PI 70.5' 18' ADS N-12 HPTSUMP:2732.36 # #15 H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN INV OUT:2732.78 18" (S) ® 0.40%-t °° I I I ® 0.00% INV IN:2735.11 12" (N) ACHD SD-6011 TYPE IRIM:2739.34 ACHD SD-601, TYPE I � ENGINEER AND ACHD. 4 1 RIM:2741.08 SDMH #2 (48-INCH) ACHD STORM DRAIN INV OUT:2734.36 18" (W) a SUMP:2735.34 SUMP:2737.08 I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 11 48"� SDMH FLAT TOP EASEMENT INV OUT:2736.34 12" (N) INV OUT:2738.08 12" N 37.2' 18" ADS N-12 HP RIM:2737.32 ( ) DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN o O O O O O O O O O O O O Q100=0.2cfs Q25=0.38cfs MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER z 0.00% 11 1 2 SUMP:2731.62 5 6 7 g 9 10 11 12 13 14 15 "' Q100=0.45cfs INV IN:2733.62 12" (N) Q Co Q100=0.52cfs I PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH INV OUT:2733.62 12" (W) z �� SECTION 8018 OF THE ACHD DEVELOPMENT POLICY ACHD STORM 0 (DO MANUAL AND ISPWC SD-623. 5 DRAIN EASEMENT I J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, I � � 00 THE CONTRACTOR SHALL CONFORM TO THE STANDARDS INLET #4 (OPEN GRATE) Q INLET #10 3 SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF 48"0 SDMH FLAT TOP ACHD SD-601, TYPE I a0 THE ACHD STORMWATER GUIDELINES. RIM:2736.36 8"w 8"w 8"w 8"1N S -SUMP:2731.59 RIM:2737.79 W 8"s a"s s 5 6"W 16 SUMP:2733.65 K. INSTALL STORM DRAIN MANHOLES PER ACHD INV OUT:2732.59 18" (S) INV IN:2734.65 12" (E) 1O SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED Q100=1.23c 17 INV OUT:2734.65 12" (W) 3 �, Q100=1.23cfs CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE 11 C0 � Q25=0.43cfs 00 SECTION. ALL MANHOLES SHALL BE HS-25 RATED. DA 11 50.1' 18" ADS N-12 HP 36 �� 5.3' 12" ADS N-12 HP Q100=0.60cfs ® 0.00% @ 0.40% N L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 a I� AND 8200 OF THE 2017 ACHD POLICY MANUAL. w 3 42 41 40 39 38 37 SDMH #5 (48-INCH) 11 3 M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE 00 > 00 35 48"� SDMH FLAT TOP a 00 LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE Q 00 RIM:2738.35 INLET #9 00 la ELEVATION PER THE INTERNATIONAL BUILDING CODE, z w a SUMP:2731.88 ACHD SD-601, TYPE I 12 rN INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN Q Q Q � INLET #17 (OPEN GRATE) INV IN:2734.63 12" (E) RIM:2737.79 �� REQUIREMENTS. z J vi 00 L 48"0 SDMH FLAT TOP INV OUT:2733.88 18" (S) SUMP:2733.79 00 2co00 RIM:2737.45 INV OUT:2734.79 12" (W) z SUMP:2732.43 Q25=0.31 cfs o z INV OUT:273 Q25 0.4 (S) Q100=0.43cfs O i KEYNOTES ® O W w � Q25=0.49cfs 21 6t48., 34.5' 12" ADS N-12 HP BL00012 --'CoQ100=0.68cfs�, ® 0.40% 1. SB #1 SEE SEEPAGE BED DETAIL #2 ON SHEET C4.1 > I IT 1 11 24.0' 12" ADS N-12 HP . 18" ADS N-12 HP 00 (69'L x 14.5'W x 8.5' D) 22 ® 0.40% .00% 0 Q \W 10 IN 2. SB #2 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 Co 0 / (54'L x 12.0'W x 8.5'D)n '000 1 00 w 0041.5' 18" ADS N-12 HP SDMH #10 (48-INCH) 0.00% ro 48"0 SDMH FLAT TOP ACHD STORM DRAIN o I 3. SB #3 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 z RIM:2738.03 EASEMENT (34'L x 12.0'W x 8.5'D) Q SUMP:2730.98 Q - 00 INV IN:2734.33 12" (N) A 4. SB #4 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 Lu 31 INV OUT:2732.98 18" (W) 11 00 (29'L x 12.0'W x 8.5'D) � E 70.1' 18" ADS N-12 HP 00 uj 11 11 ® 0.00% 28 10 I y 5. SB #5 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 = w � 30 25 12"w 12"w 12"W (52'L x 9.0'W x 8.5'D) Q 43 44 45 46 47 48 �, 40 a 9 8"s 8"s 8"s 8"s 6. SB #6 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 INLET #3 (OPEN GRATE) a0 1 (30'L x 14'W x 8.5'D) O 2 48"0 SDMH FLAT TOP 00 RIM:2734.79 29 26 N 7. SB #7 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 01 SUMP:2730.16 00 X (35'L x 14.5'W x 8.5'D) O INV OUT:2731.16 18" (N) a0 27 Lu 00 Z: 1 Q25=1.40cfs ACHD STORM DRAIN Q100=1.96cfs s"w 8"w 8"w 8"w 8"w „� O T 8. SB #8 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 � EASEMENT s"s a"s a"s "s a"s a"s a"s a"s 5 8" 8"s 8"s 8"s 8" 5 (31'L x 10.0'W x 8.5'D) Q 0 78.5' 18" ADS N-12 HP00 © 0.00% ; 1 'v 12"w 12"w 12"w 12"w 12"w 2"w 12"W 12"W 12"w 12"w of 9. SB #9 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 m 5.3' 12" ADS N-12 HP (55'L x 10.0'W x 8.5'D) © 0.40% S I 8'S 8"S 8"S s 8"S 8"S 8"S 8"S "s 8"s INLET #2 ACHD STORM DRAIN 10. SB #10 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 o 11 ACHD SD-601, TYPE I 11 EASEMENT (28'L x 8.0'W x 8.5'D) a I RIM:2733.70 7 11 SDMH #7 (48-INCH) a Z SUMP:2729.52 51 52 53 54 55 56 58 59 60 61 62 63 64 65 48"0 SDMH FLAT TOP N 11. INSTALL GROUND WATER OBSERVATION WELL PER ACHD 5; i i 3 INV IN:2730.52 12" (E) a: RIM:2736.88 SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION INV OUT:2730.52 12" (W) SUMP:2729.94 0 11 i 43.0' 18" ADS N-12 HP BED 5' FROM THE END AND OUTSIDE OF BED A Q25=0.83cfs 0.00% INV IN:2731.94 12" (S) r414_05 00=1.15cfsN ' 12" ADS N-12 HP INV OUT:2731.94 18" (N) MINIMUM OF 50 FROM THE PERIMETER OF THE BED. 0 .40% 34.5' 12" ADS N-12 HP 7 O N o i _ 30.0' 12" ADS N-12 HP a ® 0.40% a j l l INLET #1 ® 0.00% o i ACHD SD-601, TYPE I �? w INLET SID 7 � ACHD SD-601, TYPE I Q I 8"P RIM:2733.70 -8"Pi 8"P� a" i 8"P� a" a"P� a"PI a"PI a"PI- SDMH #6 (48-INCH) w RIM:2735.85 z'P °' SUMP:2729.70 57� 48"0 SDMH FLAT TOP a SUMP:2731.85 1 „ INV OUT:2730.70 12" (W) RIM:2736.39 Q25=0.91 cfs SUMP:2729.94 INV OUT:2732.85 12" (W) 2i Q100=1.28cfs -Q25=0.41 cfs 71 - - 977 - _171- - _s'� _ - 8"Pi 8"Pi 8 Pi 8"PI 8"PI 8"PI 8"PI 8"PI / INV IN:2732.69 12" (E) Q100=0.57cfs - - - _ _ - - ' SDMH #1 2 INV OUT:2731.94 12" (N) INLET ACHD SD�601, TYPE I a 48"0 SDMH FLAT TOP - RIM:2735.85 ENGINEERING RIM:2734.24 15.2' 12" ADS N-12 HP SUMP:2731.71 `° o -12'W 12 SUMP:2727.75 -12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W "'JJ 12"W- ® 0.40% 9233 WEST STATE STREET - ® INV IN:2730.50 12" (E) -r T T T T T T T T r-E. LAKE HAZEL RD. r r T r T 12 W INV IN:2732.71 12" (E) BOISE,IDAH083714 o - INV OUT:2729.75 18" (N) INV OUT:2732.71 12" (W) T T T T T T T T T T T T T T T T -co5 Q25=0.49cfs o � N PHONE 208 639-6939 Q100=0.68cfs kmengllp.com H N d ° DESIGN BY: LCK DRAWN BY: LCK/SRM z Z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 F- SHEET NO. V Q vN ti O N a S�pNAL fH LEGEND F�,S ENS Oi WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER �O �,� FD 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED Q FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- Lp 0 0 -- CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS y �9T Q� v °� III PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" Cry F OF �� - -illlli-ll °,b Q PIPE. DRILLED WELLS MAY USE 4" PIPE C K\N NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK co E O POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY AP Q OO BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 5 3 NOTES: PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR ~_ STORM N•T•S• 2. THIS DETAIL FACILITIES AILIIS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS J 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD b- 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION w w w p o -18 o -I_ w 8 _ 3 X w w 6 SECTION CONCRETE COLLAR z N.T.S. O v2 a > � w w w � DC - 9 O SECTION N.T.S. 2017 ACHD REVISION 2017 ACHD REVISION IDAO STANDARDS FORHO STANDARDS PUB IC WORKS GROUNDWATER STANDARD DRAWING FOR IDAHPUBLIC WORKS GROUNDWATER STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD- 627 CONSTRUCTION OBSERVATION WELL SD- 627 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 o z A NO TREES ARE ALLOWED WITHIN Q 10' OF THE OUTSIDE PERIMETER FINISHED GROUND J ELEV. - "A" (MIN.) OF THE SEEPAGE BED z 5 LF OF 18"0* vi Q ADS N-12 HP w w ELEV. - "B" O J JSD ------- --------- 'ate _ 3 c/) O W STORM MANHOLE =w� ELEV. "C" mow= 5 - 5 w_w Q w J M C)k � W - 18"0 PERFORATED ADS N-12 HP. � O � TRANSITION 5' IN BED NON-PERFORATED TO L-�A F-w PERFORATED PIPE cn (/) z Q LENGTH VARIES, SEE TABLE THIS SHEET o a PLAN VIEW w 0 2 - ELEV. - „D„ Ln 0 s w _ Lu WATERTIGHT CONNECTION `_WIDTH VARIES, SEE = w MAX. HSGW TABLE THIS SHEET�' Q * FINISH GROUND = OR ROCK 18"0 PERFORATED ADS ELEVATION N-12 HP O 8" ADS CAP KEY 0 SECTION VIEW A-A 4 STORM MANHOLE ---- --- ------- z -------- 0% SLOPE 1. ISPWC 801 OR ASTM C33 FILTER SAND. X ------- - 2. 3/4" - 2" ANGULAR ROCK. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD w O STORMWATER DESIGN GUIDELINES DETAIL BMP 04. a- PROFILE VIEW 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL Q V) ENGINEER. 4" OF CHIPS PIPE BEDDING 5. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 DETAIL BMP 04. OVERLAP MINIMUM OF 1-FT TOP AND a SIDES ONLY. X GROUND WATER OBSERVATION 6. A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WELL PER DETAIL WITHIN LANDSCAPE AREAS. A MINIMUM OF 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. UNDER PAVEMENT, BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN AND INSTALL WOVEN o GEOTEXTILE FABRIC OVER TOP OF BED. z SEEPAGE BED TABLE D o BED LENGTH BED WIDTH 100-YR VOLUME DESIGN INFILTRATION 9 SEEPAGE BED (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D' GROUND WATER EL. a PROVIDED (CF) RATE (IN/HR) w SB #1 (PUBLIC) 69 14.5 8.5 2734.26 2732.76 2729.75 2724.26 2719.3t 4,068 8.0 `-' 0 a a SB #2 54 12.0 8.5 2735.16 2733.66 2731.16 2725.16 2720.2t 2,622 8.0 o (PRIVATE) SB #3 N (PRIVATE) 34 12.0 8.5 2736.59 2735.09 2732.59 2726.59 2721.6t 1,649 8.0 W N SB #4 GENERAL NOTES ~ (PUBLIC) 29 12.0 8.5 2737.38 2735.88 2732.78 2727.38 2722.4f 1,436 8.0 A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 15 FEET FROM EXISTING GROUND SURFACE. FOR ADDITIONAL INFORMATION a REFER TO THE "LIMITED GEOTECHNICAL ENGINEERING REPORT - PINNACLE SUBDIVISION" PREPARED BY MTI, DATED APRIL 6, 2018. SEE SHEET C1.2 SB #5 FOR WELL LOCATIONS. FOR ADDITIONAL GROUNDWATER INFORMATION REFER TO THE "FINAL 2020 GROUNDWATER MONITOR REPORT FOR PINNACLE a 52 9.0 8.5 2738.87 2737.37 2734.36 2728.87 2723.9f 1,897 8.0 SITE" PREPARED BY NRS, DATED OCTOBER 29, 2020. ALL GROUNDWATER DEPTHS WERE GREATER THAN THE DEPTH OF THE MONITORING WELLS. 5; (PUBLIC) THE CALCULATED INFILTRATION RATE WITHIN POORLY GRADED SAND WITH GRAVEL WAS DESIGNED TO BE 8 IN/HR OR GREATER. REFER TO THE E N G I N E E R I N G ° SB #6 "LIMITED GEOTECHNICAL ENGINEERING REPORT- PINNACLE SUBDIVISION" PREPARED BY MTI, DATED APRIL 6, 2018. 9233 WEST STATE STREET (PUBLIC) 30 14.0 8.5 2738.47 2736.97 2733.88 2728.47 2723.5f 1,734 8.0 B. ALL MANHOLES AND DIVERSION BOXES SHALL BE HS25 OR GREATER LOAD RATED. BOISE,IDAH083714 3 C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. g PHONE(208)639-6939 SB #7 D. BED WIDTH SHALL REMAIN CONSTANT. kmengllp.com o (PUBLIC) 35 14.5 8.5 2736.96 2735.46 2731.94 2726.96 2722.0f 2,093 8.0 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 SB #8 REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM DESIGN BY: LCK 31 10.0 8.5 2740.15 2738.65 2735.34 2730.15 2725.2f 1,252 8.0 TO ACHIEVE THE REQUIRED INFILTRATION. (PUBLIC) F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. DRAWN BY: LCK/SRM 3 SB #9 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. CHECKED BY: LCK PUBLIC 55 10.0 8.5 2741.85 2740.35 2737.08 2731.85 2727.Ot 2,245 8.0 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL o ( ) COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. DATE: DECEMBER 2020 G I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. F SB #10 28 8 0 8.5 2737.90 2736.38 2732.98 2727.88 2722.9f 913 8.0 J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR PROJECT: 20 155 z (PRIVATE) ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. SHEET NO. 0 SEEPAGE BED DETAIL #1 NTS . 1 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ON N fHc/ NOTES. p� \OENs 10 �'EF B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE 12/181 0�o TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP o? TOP \ ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9�yC OF III� I 2 EXISTING SSMH A 3 60—INCH I I T C. K O # — ( ) D. INSTALL STANDARD SERVICE MARKERS PER CITY OF Fl, SSMH #A-2 (60—INCH) STA: 5+43.45 OFFSET: 0.00' e MERIDIAN STANDARD DRAWING SW3. 2 STA: 4+00.05 OFFSET: 0.00' N: 686329.78, E: 2457842.66 EXISTING SSMH #A-1 (60—INCH) N: 686186.38, E: 2457841.96 � E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER STA: 1+00.00 OFFSET: 0.00' SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY REFER TO LAKE HAZEL AND LOCUST GROVE N: 685886.34, E: 2457840.48 ® ® ® C SSCO #A-4 O EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR ROADWAY AND UTILITY IMPROVEMENT PUNS I > STA: 5+95.04 OFFSET: 0.00' TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 1 00 2+00 3+00 S. APEX AVE. 4 00 5+00 I 1 N: 686381.37, E: 2457842.91 BASED ON STUB LOCATION. STATIONING TAKEN FROM 8' 8"s 81 s"s 8"s 8"s "s s"s 8'Is CENTERLINE OF SEWER ALIGNMENT.s"S s"s 8"S 81'S I o I ml — F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM 8"w a"w a�w a"w , 9 8"w •-a'w a"w a"w 8'w a"w a"w a"w ,qq"w Pp1 , a"w a"w 9 I8" a"w z o $ SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY u, p, �O O• 0 O• 0 0 SEWER MAIN AND SHALL BE 4" DIAMETER. o z N w I w G. ADJUST EXISTING SEWER MANHOLE LIDS TO MATCH SEWER AL7ENB", C FINISHED SURFACE. SEE .1. ® ® ` - �` Q o UJ 18"SD 8"Sp I 1 p w 2"sp I I SEWER ALIGNMENT "C", O I o SEE SHEET C5.1. I R I E3 � KEYNOTES 49 I I I o V) 1. MAINTAIN VERTICAL AND HORIZONTAL 43 22 42 I N N POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY w I I I O s w OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET BLOCK 2 I C1.1 FOR ADDITIONAL INFORMATION. N = 2. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. 0 w w I cn O 41 I O � Lu � Q � I 44 s w � � 0 3. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN N � o STANDARD DRAWING S1. w 51 I I SEWER ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 °z Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2750 2750 U r7 Z ^ O N N ^ 2745 Z ^^z O . O 2745 1 UO U) w no ap ��= O co O N Z O Co Q O -CO- L� O w . . O b- CO CO n O N L� O J �n o z (�00 `no o w oo N z LL O Cq Q� No°' pO r V�'t000 O �OMN C) z 2740 20 � � a00NN ��nNNN a0)M � �o� a. C? =�Nzz o N,+Nzzz o 0LNO 2740 O CDO� N N (nU E Z Z Z LdEn Z Z Z Z_ (n(n� Z v ±N z z o FINISH-__D GROUND / = a `�Q� » > _ 0 Q z z wv~i zz z - - - - - - w 2735 - - - - - - - - - - - _- 2735 a w - EXISTING GROUND z > Q � Q O � w p oC z w 2730 2730 w 2 Lu w O oc 2725 2725 z Lu w Lu x w Q a 2720 2720 v X N M a z O E 2715 2715 V O z Z l7 2710 71111 2710 V LJ ° 3 0' of 8" PVC @ 0.57% D 145' f 8" PVC @ 0. 07. 0 N W EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 50' of 8" VC ® 5.00% 2705 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2705 Icrn r- n rn n ,'� n r- cD 00 oo � o n 0 �_ O E N G I N E E R I N G ° ' 't �i �i Lo L'i Lo '6 Li '6 CO (6 (D '6 � r r r 9233 WEST STATE STREET r7 r� r7 n r7 r� r7 r7 r7 r7 r7 r7 r7 r r r r r r r r r r r r r r r r BOISE,IDAHO 83714 3 N N N N N N N N N N N N N N N N N N N N o PHONE(208)639-6939 3 kmengllp.com 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 DESIGN BY: LCK z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 SHEET NO. V Q 0 5. N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fHc� NOTES. ENS 10 ?� B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q� " J E C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY �, 12/s%2� o SEWER ALIGNMENT "A", SEWER ALIGNMENT "D", c OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE SEE SHEET C5.0 SEE SHEET C5.2 — — — - — — — T ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC -7 �9T� OF \OQ� v U) � � SD-507. y a I I �o o D. INSTALL STANDARD SERVICE MARKERS PER CITY OF i 2$ o N -00 MERIDIAN STANDARD DRAWING SW3. SEWER ALIGNMENT "A",D EWER Q 43 44 45 46 47 48 SSMH #B-2 (48-INCH) SEE SHEET C5.0. Q BLOCK 2 E S�RVICESTOR BEYOND �OSNTLTRE�CHINSTALLING EASEMENTSVERIFY o a o z O o 0 0 a 30 STA: 6+35.68 OFFSET: 0.00' I o z EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR o ® uj ® w w 0 O O N O N o N - N: 685883.59, E: 2458376.16 25 a ''' w TO INSTALLATION. SERVICE LENGTH AND INVERT ARE > � ,r* 00 n . r 00 00 22 > � w � O O O O O O $ O BASED ON STUB LOCATION. STATIONING TAKEN FROM x Q +oM + + o +,� +' , I SSMH #B-1 (48-INCH) w °' wo w CENTERLINE OF SEWER ALIGNMENT. w p w r 0 N r o N N N N r o +N o STA: 4+33.00 OFFSET: 0.00' Q N N o' N N N N M N: 685884.63, E: 2458173.48 a of o w a " `V Q> N Q> Q> Q a " N I 26 Q 0 w F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM $ N zo c� w z J V)Z J t i? V)z � V)z J N Z J 29 o a cn c� w SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY uj v) o U) SEWER MAIN AND SHALL BE 4" DIAMETER. Q �.90, � 90. 27 9p. SSMH 'C-1 (48—INCH) o —— — 8 _ �„ 8„W STA: 3+41.71 OFFSET: 0.00' KEYNOTES 1+00 — — 2+00 — —— — —— — 3+00- —— — —— — 4+0 J — 5+00— 6+00 1+00 —— — Z+-D— — — —— — — ——3f0U —— — — —N: 686185.14, E: 2458083.66 o a 8�S "S "S 8'S "S 8"S 8"S 8"S a "S 8"S 8'1 8"S 5 1. MAINTAIN VERTICAL AND HORIZONTAL 0 — — — —— � " — — — — — — — — — POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY O 9�— SSMH #A-2 (60-INCH) o �2g OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 1 STA: 1+00.00 OFFSET: 0.00' O 1 o� 0 00 ON 0oo 0r O� 0o a o 00 O� Oo ON o� Or 00 °' �O NOM N� No N _ C1.1 FOR ADDITIONAL INFORMATION. N: 686186.38, E: 2457841.96 Co 00 ® �n Ln� � � co o 0 � r � N � O .� rn r7 � .Co r 00 � !n O M c0 rn r r `n O r7 O • a - N ``�N N N CV 000 N O N 'n r7 I co C14 OV °'N '"�CV Oro CV N raj N I a, 2. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. oa O O r7 cD� O� N� �� a0� ON N O r7 a vj ~ O� +r O +r O +r O +r O +r O +r O +r O +r O +O O +� +� +M_ +M- +M" +M' +M OF o ® ® +r O +I� O +r O +r O +r O +PO - �N NN NN NN NN r7N r7N May �p IVN O �N O �N O �N O L0 O ONO ON N p �N NN NN NN r7N MN r7 N N N N Q N Q N N Q N Q N N Q N Q N Q N Q N Q N N 00 N N N N N C14 Z Z Z Z U) J Z Z Z Z Z Z Z ® (n Z J (n Z J (n Z J N— J (n— J (n Z J I Q �- 3 (n Z J (n Z J (n Z J (n Z J �— J (n— J (n Z J N— J d U) J (n— J V) J v) J (n— J w— J V) J I. 00 a o I > 1 55 56 � � 22 42 41 40 39 38 37 w �_ - 49 50 � � 52 53 54 58 59 60 61 62 63 64 65 Cn 00 EXISTING SSMH #A-1 (60-INCH) 2 a E a STA: 1+00.00 OFFSET: 0.00, a N: 685886.34, E: 2457840.48 — ,rW yr w / 'PI —8 PP 8"PI j"PI 8"PI 8"PI 8" 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI "PI 8"PI SEWER ALIGNMENT " 6" PLAN AND PROFILE SEWER ALIGNMENT " C" PLAN AND PROFILE z 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2750 2750 2750 2750 o I w2745 O 2745 z � wJw w 00 U) 2745 = 2745 0 o Co o cr) ' ao oro ZZO o n r7 0 Co=O o o O O o Op o . . 0 Z Cs N0) O O N Q I O r- 00 00 00 00�O L0 L0 Q p� i � N O J J �O �� �O 0000 N� N +rNN O U�rr N C) C) Q o - - 00 0 00 I `q N N 2740 =-N z z 0 +r- z D 2740 Ln O Z z 00 Co O 00 00 m� r Q • =M N — O 2740 =o to ro � mn'6r, � N +� "' 2740 NN� zz z N�� > > >_ = z Q Q z U)o r� _+N z z p v=�i CO N > O> FINISHED GROUND N N E Z Z Q Q w z z (�O� NN >> > U)U)Irz z m p S Q a z +� zz z (n(nEZZ z G d d ��N - - FINISHED GROUND 1 w NQ� » > - - - 2735 � z � _m � w EXIS ING GROUND 2735 2735 - - - - - - - - - - - - - _ - - - - - 2735 Q O EXISTING GROUND V) 0 LJJ z z w zz 2730 2730 2730 2730 = as O oc oc z w w 05' of 8" PVC @ 0.66% L u 2725 2725 X w w 2725 2725 a- Q 0 X 2720 2720 2720 2720 a Z 0 335' of 8" PVC ® 4.85% a E 0 2715 2715 Z 2715 2715 40' of 8" PVC 5.00% 0 a 4 O Q EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 2710 2710 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710LJ N r 00 I� M O � r7 0) O �_ . M O � r7 O0i NN O _ � 0 4 L Ln �(j Ln O � O Ln O O O O O O r O r � , n , M , ro ro n n r7 n ND n r� ro EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT r r r r r r r r r r r a N N N N N N N N N N N N N N N N N N N N N N 2705 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2705 E N G I N E E R I N G 0 9233 WEST STATE STREET BOISE,IDAHO 83714 0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 ° . � M . ,: PHONE(208)639 6939 n PO 3 N r N r N r N r N kmengllp.com N N N N N DESIGN BY: LCK o DRAWN BY: LCK/SRM s 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 SHEET NO. V Q 0 5. 1 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fHc� NOTES. \,\O ENS F10 ?�E• B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 0 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s�12/18/20�o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 7� 9PF OF \pP v SD-507. SEWER ALIGNMENT "B", `n D. INSTALL STANDARD SERVICE MARKERS PER CITY OF SEE SHEET C5.1 Q TOP TOP TOP TOP TOP TOP T 3 TOP TOP TOP TOP TOP TOP MERIDIAN STANDARD DRAWING SW3. 0 z TOP TOP TOP TOP TOP TOP —� SSCO #E-3 TOP TOP TOP TOP Of w E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER w � SEWER ALIGNMENT "G", STA: 4+52.10 OFFSET: 0.00' � w r — _ SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY V) SEE SHEET C5.4. N: 686373.76, E: 2458742.90 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 4"PI 4"PI 4" I�4"PI 4"PI 4"PI � Q 4" ' � 56 w PI 4"PI TO INSTALLATION. SERVICE LENGTH AND INVERT ARE �' BLOCK 2 ® 20' CITY OF MERIDIAN18"SD ® BASED ON STUB LOCATION. STATIONING TAKEN FROM 7771 w SEWER EASEMENT "PI 4"PI 4"PI CENTERLINE OF SEWER ALIGNMENT. 22 N g °0 1 F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM 9p o , „ .€ 8"w 8"w 8"w 8"w ` 8"w O��8"' 8"w 8"w 8"w SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w 58 1+00 — —— — — -2+00 — — — —— — 3+00 — — —— — — —— 4+00' — � 1+00: 2+00 3+00 4+00 E. TARGET ST. SEWER MAIN AND SHALL BE 4" DIAMETER. Q s 81S s�� s" i s�� s�s ���s s�s s s KEYNOTES # SSMH #13-1 (48—INCH) O SSMH #D-1 (48—INCH) STA: 1+00.00 OFFSET: 0.00' I p STA: 4+00.05 OFFSET: 0.00' 9p. I 1 1. MAINTAIN VERTICAL AND HORIZONTAL N: 685884.63, E: 2458173.48 N: 686184.67, E: 2458174.95 POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY O o,n o N o 0 0�r o 0 0 o N ® SSMH #E-2 (48—INCH) �n Ln Ln� oo Lq Lo OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET a0 n r-� c0 0� N N M Oi I 6"PI STA: 4+03.50 OFFSET: 0.00' ee 6"PI 6"PI 59 0o r c�i cD�i N N N M �_, o r,i r7 m EXISTING SSMH #E-1 (60—INCH) 2 C1.1 FOR ADDITIONAL INFORMATION. r7 M M n M N: 686325.16, E: 2458742.65 +r o +r o +r o N r o N r o + o + o M r o I STA: 1+00.00 OFFSET: 0.00' N N Sri N u.i `� ,ri N 6 n N �N N ui 10 I N: 686326.72, E: 2458439.15 2. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. 60 Q N Q N Q N > N Q N Q N Q N Q N d V)? J (n? J V)Z J V)Z J (n? J U)Z J coZ J Z J - I BLOCK 1 N 3. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN OO STANDARD DRAWING S1. z 61 I � 29 30 31 32 � 33 34 35 36 �, 11 I � cn III i Cf I \ I \ I \ I \ I W w SEWER ALIGNMENT " D" PLAN AND PROFILE SEWER ALIGNMENT " E " PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' °z r-� 2750 2750 2750 2750 Z Vn =O ^ O O U O �z co 04 Z p _ 00 O 00 O W Z - 00� T q .�.� 00 �O U) L? O (n W O _ cD O 04 2745 00 Z. 2745 2745 � CO Co CI 0 r N N_I�O r N 2745 �o oo =0 � r of ``'o� N bi Coo(o o +� � o UO �.z COp O 0g00p00 r = tNZ O OWN O ZO 00 O 06rrr N �Q� > > UQ� Z LU J J M UO� NNN H (nH— co CO L1_ oo 00 o 11 `� z + FINISHED ROUND cn cn o Z Z N N o _ 7 , /� _ 00 �O CO 00 O O ap N 7 N Z Z Z O ` v , EL LL co 00 OM XH > > > > -04 o+0N N +� N > LumD 2740 m6 zzz z _ _ -- 2740 Q Or- NN O z z D V)V)F Z — EXISTING GROUND N O Z Z — — INISHED GROU D Qom » > NNEzz z >_ = zQa 0 w z z 2735 IFA — �E ISTING GROUND 2735 2735 2735 pp 0 Q Q CO CV 1 w - 00 Q > 0 Lu c/) = z z 2730 2730 2730 2730 w 0 a- w Lu 300' of 8 PVC @ 0.62% = L u z z J J EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT wQ Q 2725 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2725 2725 2725 O °C z w w 50' of 8" PVC ® .00% Y L u O Or M tO LO C4 ao O p, N � � �_ �` Ln w w M (6 M r M r (0 r M r M c M C6 w N N N N N N N N N N N N N N 0 2720 2720 a a 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 x x N N M V a 2715 305' of 8' PVC @ 5.00% 2715 E V O z Z l7 a 2710 2710 Q O D Q d 0 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT " 2705 FFINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2705 Icrn o a0 � � - rO 00 E N G I N E E RI N G� � o O ro4 n n 't � _ t :N r 0 � N 9233 WEST STATE STREET NN N N NN N N N BOISE,IDAHO 83714 3 o PHONE(208)639-6939 3 kmengllp.com N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 DESIGN BY: LCK z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u D PROJECT: 20-155 F- SHEET NO. V Q 0 5. N a I a r— �00 SHEET NOTES I I 2 I I 3 1 A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER SS\(NAL fHc'?� I I SSMH #F-5 (48-INCH) I N NOTES. ��F �r.ENSFD �. O 1 STA: 9+22.17 OFFSET: 0.00' 1 Q Ia B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 8..W 8,.W 8"W 18.. a: 1 N: 686221.92, E: 2458906.26 0 I I I C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 12/18/20 16 I 1 O 1 1 1 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE � 0�9 �� Q 17 I I C I N ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC -3 rF OF BLOCK 2 I I I I T 1 SD-507. y C. 00 18 I 1 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF 1 1 1 I MERIDIAN STANDARD DRAWING SW3. I u.; I I 1� I N E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER > SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 19 Q EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 00 z _ 12 I 1 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 1 ® o I� BASED ON STUB LOCATION. STATIONING TAKEN FROM 20 oQc 1 + 1 I l CENTERLINE OF SEWER ALIGNMENT. I °° I c N 1 N I1 20' CITY OF MERIDIAN 1 KEYNOTES -00 Q 1 1 1 SEWER EASEMENT w `n O I� 1. MAINTAIN VERTICAL AND HORIZONTAL Q �21 1 I POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY Cp 1 I N OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 1 I 1 C1.1 FOR ADDITIONAL INFORMATION. 1,00 mI I I �N 2. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. I I I 11 I 23 I o 00 I 1 + �- `° I" z 24 I I 11 I I� 1 O 00 I 1 "PI 12" 2i 1w, w�Wi� 1ZW— 1 „W1 .. �-3"s —8"s 8"s 8" 8's_ _ _ __ _ _ __O2 EXISTING SSMH #F-4 (48-INCH)STA: 6+42.43 OFFSET: 0.00' N: 685942.17, E: 2458904.88 SEWER ALIGNMENT "A", I 00 REFER TO LAKE HAZEL AND LOCUST GROVE cn ROADWAY AND UTILITY IMPROVEMENT PLANS SEE SHEET C5.1. 271 � �8 - 8"W 8" SSMH #F-2 (60-INCH) tiI 0 STA: 2+72.27 OFFSET: 0.00, AN: 685858.23, E: 2458609.12190" 1 .. 1� 1ZW W �'yni �..W 2 W "W 1ZW— ——�W IL 1 0 1+00 — — — — "2+00 — — — — 3+00 — — — — -4+00- — —— 5+00— z 2 EXISTING SSMH #F-1 (60-INCH) I 'fi='-" 8"S 8"S 8"S 8"S 8"S 8C'S STA: 1+00.00 OFFSET: 0.00' —— _ _ —— _ _ —— _ SSMH #F-3 (48-INCH) I — —— — — —— — — —— — — — — —— — — —— — — —— — — —— — N: 685859.05, E: 2458436.86 I 1 180" STA: 5+56.32 OFFSET: 0.00' N: 685856.87, E: 2458893.17 _11 SEWER ALIGNMENT 'T' PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2750 2750 Z O w 0 v cn O zo z z ILL z =o 'tC) z w v 00p Do z Q I _ o .�.� O N .. O Z LL O a0 O Z Z O `�= Li 00 CoI� n J 2745 _o U g w 00 � 0 1 � 2745 /- 1O `' Z �' 00 LLL.` O g O 00 00 Co n LL N N =I O O a0 Zuz LO 00 OLLi 00 �O 000 N ��� M � +r, Z Li O c0 O * (D nj � N r N 0)N 04 o = z Q �p ONQ O Nr6, � °' ILL6ai � N Z+� ZZ NN� Z Q < I..I..I z �O p � I N� r Lo HCON - - O Co �O� rr N �r-cno H 2LnNZ O X�� >> > - - - - W S 2740 Z +0 ID CNN +� Z �Q Z Z ILL! l0 ZZ Z - - - - - - - - - - - - - 2740 W Z Z O 2 N N — O N N 0 - - H N — — — — — X�—Ld(nZZ Z Z _ _ e Q O — — — e — — �EXISTIN GROUND LLU 0 Z FINISHED GROUND \ a- c 2735 2735 = Lu �_ z w Q N N z w 2730 2730 X Lu Lu 280' of 8" PV ® 3.43% Q 0 2725 2725 x x 4 N M a z O a 85' of 8" PVC ® 1.05% 2720 2720 V O O 9 z Z l7 a 2715 2715 O s Q 0 170' of 8" P C ® 5.00% N rl 2710 2710 E N G I N E E R I N G 9233 WEST STATE STREET BOISE,IDAHO 83714 3 PHONE(208)639-6939 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com 3 2705 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2705 DESIGN BY: LCK DRAWN BY: LCK/SRM z r7 (0 00 n U-) c0 00 O N 0 00 r O g � 00 00 00 0o 6 6 6 6 o 6 o CHECKED BY: LCK z o N N N N N N N N N N N N N N N N N N DATE: DECEMBER 2020 D PROJECT: 20-155 F- SHEET NO. 0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 a 5. 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fHc� NOTES. ��F ENS 10 ?� B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 o OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s�12/18/20�o ~ _ u ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC qTF \OQ v h BLOCK 2 w SD-507. �,5, OF �!v T N C 6 s w ,� w 14 s Q I w D. INSTALL STANDARD SERVICE MARKERS PER CITY OF / C K\N w o O w g o MERIDIAN STANDARD DRAWING SW3. � — Mw 0 � Mw 0 � O F_ m� ® O w wow E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER s "' 15 o SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY _ w I _ w EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BLOCK 2 ' - U w Cn SSCO #H-1 3 BASED ON STUB LOCATION. STATIONING TAKEN FROM .9 a o 0 3O ] I o O 4"PI�4'PI �° N SSCO #G-2 N - STA: 1+53.59 OFFSET: 0.00' CENTERLINE OF SEWER ALIGNMENT. I" STA: 1+51.61 OFFSET: 0.00' — — — — — — — — °� 1+00 — N: 686379.84, E: 2458143.41 — S. ASPIRATION AVE. 3 1+00� 1 N: 686380.31, E: 2458439.42 F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM 8 I I SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w — m a SEWER MAIN AND SHALL BE 4" DIAMETER. O2 EXISTING SSMH #G-1 (60—INCH) O 1 2 EXISTING SSMH E-1 60—INCH9�° �O STA: 1+00.00 OFFSET: 0.00' # ( ; C KEYNOTES N: 686328.24, E: 2458143.16° — STA: 1+00.00 OFFSET: 0.00' 00 1. MAINTAIN VERTICAL AND HORIZONTAL N: 686326.72, E: 2458439.15 POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY T8.7 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET s I I I SEWER ALIGN MENT"E", C1.1 FOR ADDITIONAL INFORMATION. SEE SHEET C5.2, 2. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. 0 3. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN Ln 0 STANDARD DRAWING S1. z O Ln w O — SEWER ALIGNMENT "G " PLAN AND PROFILE SEWER ALIGNMENT " H " PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 0 z 2755 2755 2750 2750 2750 C) 2750 Z U I Z M 0 I O N O ..O _O v d.Zi 00 .� I Co W.. W O 2745 c� co CO o 00 2745 2745 =`o o 0 2745 7� _j J � — Co � — � �O Lo r7 M rn `� � LL LL 20 oo — 0) w 0 co0(00; OO Or LNI\ IN (n0Ln0; 0; O O N 00� O N N H PO Z Q (n O CO6 0p 0p N N cO cp l� z + z z z o +r- D O J d d _ P-�N - - - ONO 0 0 ZO� NN O�� H X�� > > > > UQg > O Z Z ±NZZ 0 +r- D WN� ZZZ Z (n�� ZLn 2740 X� Z Z Z Q 2740 2740 2740 = z a a wcno - - _ —cn�_ cn cn Of ? — Q Z Z EXISTING GROUND m Q Lu c Q Q EXISTING GROUND FINISHED GROUND D — G FINISHED GROUND Ln Z w --V� 2735 1 1 2735 2735 2735 / - L Q 0 Z Z W w w 00 cc W G Z Z 2730 2730 2730 2730 2 0 Lu O z ww x LuLuLu 2725 2725 2725 2725 w Ln N Q 0 a v X m 2720 2720 2720 2720 a II z O Q E V 2715 2715 2715 2715 Z 0 a Q 0 O H 0 2710 2710 2710 i 55' of 8" Pvc .00% 2710 50 of 8" PVC @ 5.00% I N rl EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2705 2705 2705 2705 E N G I N E E R I N G u 9233 WEST STATE STREET BOISE,IDAHO 83714 o M LO cD PHONE(208)639-6939 w �00 0o m �O m kmengllp.com 3 r7 N N N N N N N DESIGN BY: LCK z DRAWN BY: LCK/SRM z a 0+50 1+00 1+50 2+00 0+50 1+00 1+50 2+00 CHECKED BY: LCK o DATE: DECEMBER 2020 u D PROJECT: 20-155 F- SHEET NO. V Q 5. 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. o ENSFHG�?� B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL Q CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. 6860 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN s> 12/18/20�o STANDARD DRAWING SW3. OF D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF y��/�/ C K\N� COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' � OF COVER. 1- 2" BLOW-OFF ASSEMBLY FOR O \\ \ \� \\ FUTURE WATER MAIN EXTENSION \\ \ \ E. INSTALL WATER VALVE BOX AND LID PER CITY OF N: 686341.16, E: 2457789.23 1- 2" BLOW-OFF ASSEMBLY FOR O8 \ c MERIDIAN STANDARD DRAWING W1 1. FUTURE WATER MAIN EXTENSION 1-FIRE HYDRANT ASSEMBLYO7 1-FIRE HYDRANT ASSEMBLY0 \ 70 LF 8" PVC N: 686379.74, E: 2458160.41 1-8" X 8" X 6" TEE 1-8" X 8" X 6" TEE \ CIVIL ACRONYMS 1-6" GATE VALVE \ � c 1-6" GATE VALVE 1- 2" BLOW-OFF ASSEMBLY FOR O8 10 LF 6" PVC 10 LF 6" PVC \\ \ STA: - ROAD STATION FUTURE WATER MAIN EXTENSION N: 686338.41, E: 2458324.70 1- 2" BLOW-OFF ASSEMBLY FOR 8O N. 686340.05, E: 2458685.97 \ MJ - MECHANICAL JOINT N: 686381.29, E: 2457860.41 FUTURE WATER MAIN EXTENSION \ FLG - FLANGE Lu N: 686380.25, E: 2458450.42 1- 2" BLOW-OFF ASSEMBLY FOR 1-8" TEE \ N: - NORTHING / 0 TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP ro TOP TOP To TOP TOP roP roP FUTURE WATER MAIN EXTENSION P 2-8" GATE VALVE \ E: - FASTING o OP TOP TOP TOP TOP TOP TOP TOP TO TOP TOP TOP T P TOP TOP TOP TOP TOP TOP TOP TOP TOP -TOP 20' CITY OF MERIDIAN 20' CITY OF MERIDIAN 20' CITY OF MERIDIAN N: 686373.67, E: 2458759.90 N: 686338.85, E: 2458920.83 \ c \ L - STATION OFFSET LEFT $a 1 I I WATER EASEMENT d ni WATER EASEMENT I I 40 LF 8" PVC 40 LF 8" PVC I WATER EASEMENT 20' CITY OF MERIDIAN REFER TO LAKE HAZEL AND LOCUST GROVE R - STATION OFFSET RIGHT 40 LF 8" PVC 125 LF 8" PVC 5 � 1 1 WATER EASEMENT ROADWAY AND UTILITY IMPROVEMENT PLANS s" 1 6"P -175 LF 8" PVC "PI 6"PI "PI 1 s"P 165 LF 8" PVC 6" I " " 'B..SO 110 LF 8" PVC N c \ "PI- 65 LF 12" PVC ® 170 LF 8" PVC 5 35 LF 8" PVC 00 1 2 ® 1 1 _002 125 LF 8" PVC 1 1 1 c KEYNOTES � 1 _ ..w $. .� . $.. $.. a 8"vy 8"w = 8"w 8„W 8„W = $, 8.,w � 1. MAINTAIN VERTICAL AND HORIZONTAL _ POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 18"s 1a"S 1a"s 1a" 1a"s 8"s�. 5 a"s 1a"s 18's 1a"s 'a"s 18"s = a"s ° a"s "s a"s a"� R"� \ \ \ OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 75 LF 8" PVC a s 5 1 E.TARGET ST. � C1.1 FOR ADDITIONAL INFORMATION. 1-8" CROSS 115 LF 8" PVC � 1 1 1-8" 45' ELBOW REMOVE 2" BLOWOFF ASSEMBLY N 3-8" GATE VALVE N: 686340.91, E: 2458517.98 160 LF 8" PVC AND CONNECT TO EXISTING 8" GATE VALVE 2. MAINTAIN VERTICAL AND HORIZONTAL z N: 686340.79, E: 2457860.22 _ 1-8" TEE INSTALL 1-8" COUPLING O 1 2 2 2 CO 2 2 2 2-8" GATE VALVE N: 686338.77, E: 2459032.03 POTABLE/NON-POTABLE MAIN SERVICE OR N a l 6"PI 5 LF 12" PVC 6'PI 6'PI s'PI 6"Pi 6"Pi SERVICE SERVICE LINE SEPARATION PER CITY OF � N: 686339.67, E: 2458759.73 I O7 1-FIRE HYDRANT ASSEMBLY 6 O° ® 4 4 4 a 4 4 4 1-8" 45° ELBOW I I N \\ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 w F 1-8" X 8" X 6" TEE N: 686337.43, E: 2458514.47 1 I \ FOR ADDITIONAL INFORMATION. - N 1-8" CROSS I . , , 1-6" GATE VALVE 3 SINGLE METERED SERVICE CONNECTION 1" WITH 34" O O O O O O O O O O O O O O J 3-8" GATE VALVE I a / 10 LF 6" PVC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N: 686337.76, E: 2458450.21 I I N METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN N: 686228.28,�E: 2457859.66 O7 1-FIRE HYDRANT ASSEMBLY f STANDARD DRAWINGS W1, W2, AND W6 " 1-8" X 8" X 6" TEE 145 LF 8" PVC I N 1-8" TEE 1-8" 90° ELBOW 00 a O2 5 I I O 4. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" _001-6" GATE VALVE 3-8" GATE VALVE 150 LF 8" PVC 10 LF 6" PVC N: 686194.03, E: 2458301.00A 1 � 1-8" 90° ELBOW I 00 METERS AND 3/4" METER SETTERS PER CITY OF 5 N: 686339.89, E: LF 6" PVC N: 686339.25, E: 2458160.21 60 LF 6" PVC - - - - - - N: 686193.26, E: 2458449.50 I I a MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. a r 8"W "w► �I I 5. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE a"s "s 8"s 8"s 16 5 10 LF 6" PVC N 10 LF 8" PVC_ - 00 e r - I N AND NON-POTABLE MAINS. FT 11w 7 1-FIRE HYDRANT ASSEMBLY � - - 1-8" X 8" X 6" TEE O I > co I O 6. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE o g N: 686176.36, E: 2458234.92 I N: 686182.03, E: 2458300.94 5 z oa 36 4 4 ` a O WATER MAINS AND SEEPAGE BEDS. o 1-6" 45° ELBOW I N ® 0 ® N: 686182.33, E: 2458240.95 18 > °'I 0 0 I c~n 7. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD u N DRAWINGS W8 AND W9. 42 41 40 39 38 37 O I I O z I 385 LF 8" PVC O 35 I I 19 O b I w 8. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN a 00 a '� STANDARD DRAWINGS DETAIL W12. g I ® 12 0 00 34 4 I I 4 20 N 9. METER SETTER SHALL BE LABELED WITH LOT AND BLOCK Q a I I NUMBER. ICI O $a w 33 I i 21 �° N °0 I 4 a 0 375 LF 8" PVC IX 0000 I I N BLOCK 2 290 LF 8" PVC 0 6 BLOCK 1 20' CITY OF MERIDIAN N 22 20' CITY OF MERIDIAN f I WATER EASEMENT $a N 4 9 O WATER EASEMENT 11 �I I _ 0 60 120 180 �o 32 4 I I 4 O I a REMOVE 2" BLOWOFF ASSEMBLY W I 23 - I 3 I AND CONNECT TO EXISTING 12" MAIN Plan Scale: 1" = 60' Q 1-12" TEE I I INSTALL 1-12" COUPLING w L F31 I I 1-12" GATE VALVE I N: 685953.41, E: 2459060.23 Q a O I I 24 u I 140 LF 12" PVC 12" z z o a a � �, v� 1-12" X 8" REDUCER I ~� aa0 _ °0 10 1-8" GATE VALVE ` - _ _ _ _ _ _ _ _ _ z vi I I N: 685954.10, E: 2458918.94 O Q O I : 12"W - 1 .,w 1 .. 0 J 30 4 I 4 25 a® ® 43 44 45 46 47 48 8' a 6 0 60 LF 6" PVC oa � N I N o a, 7 29 150 LF 8" PVC 26 50 LF 12" PVC I I 1 \Ln O 1-FIRE HYDRANT ASSEMBLY Q /- z REFER TO LAKE HAZEL AND LOCUST GROVE N: 685900.32, E: 2458233.55 - - _j - -- - - 27 1 1-8" 90° ELBOW .� O _ ROADWAY AND UTILITY IMPROVEMENT PLANS 0 Q W 1 _ N: 685893.21, E: 2458450.03 _. Q 10 LF 6" PVC 6 8"W 435 LF 12" PVC 1 / 1-12" 45' ELBOW N m _ o" a"s "s "s 8"s "s 28 "s 18"s - 4 N: 685904.56, E: 2458918.70 - - - - - - - -- - - - - - - - - - - - - - - - - -- - -- - W O7 1-FIRE HYDRANT ASSEMBLY 1-6" 45° ELBOW 20 LF 8" PVC = 1-8" X 8" X 6" TEE N REMOVE 2" BLOWOFF ASSEMBLY N: 685894.27, E: 2458239.54 MI 12"W 12"W 12 W 12"W 12"W Z 1-6" GATE VALVE AND CONNECT TO EXISTING 8" GATE VALVE s - - $�- - gs- - - 5 - -g-S- --g-� - - �-� - - �••� -�.�- -$s- 5 50 LF 12" PVC 10 LF 6" PVC 1-8' X 8" X 6" TEE � 1-12' TEE a N _ O INSTALL 1-8" COUPLING N: 685893.98, E: 2458299.53 1-12" GATE VALVE a 1 1-12" 45° ELBOW N 0 N: 685852.24, E: 2457857.82 N: 685782.25, E: 2457857.47 a 1-12" X 8" REDUCER 1 N: 685868.92, E: 2458882.71 L 49 50 51 52 53 54 55 56 58 59 60 61 62 1-8" GATE VALVE _ ®I N: 685870.99, E: 2458449.92 c 04 g cn r ® 90 LF 12" PVC = Lu 70 LF 18" PVC- 063 64 65 a 8 a4- O O O W = 2 2 2 9 4 2 = REMOVE 2" BLOWOFF ASSEMBLY AND CONNECT TO EXISTING 12" GATE VALVE z Q vv 12 P\ "PI 4 9 I 2 a"PI a"PI a"PI 8"PI 8 PI a"PI a"PI 8"PI� "PI 2 INSTALL 1-12' COUPLING _ X N: 685779.21, E: 2458449.47 p ^W N N 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI ro Q ui 12"w REFER TO LAKE HAZEL AND LOCUST GROVE 12"w 12"w 12"w 12"w 12"w 12"w �zw 12"w - m --TO T TOE--- T T = T ROADWAY AND UTILITY IMPROVEMENT PLANS T T T T T T T T T T = T T --- - -T T T T T T T T T T T T T T T N 00 0 u REFER TO LAKE HAZEL AND LOCUST GROVE_ E. LAKE HAZEL RD. 2' - - - N ROADWAY AND UTILITY IMPROVEMENT PLANS _ 2" 12"w- o _ 04 a0 N G) Q OP OP OP 0 OP OP OP OP -OP-OP-Op-op-op-OP OP OP 18"S 18"S 18"S 18"S 18"S 18"S 18"S s 18"S 18"S 18"S 18"S 18"S 8"S 18"S s EG EG a0 Co:)Q P OP OP OP OP OP OP OP op-op-op-op OP P 0 "^ OP - 0 o I �° Q � w N W W N Q I 0 ma V a� � a E N G I N E E R I N G 9233 WEST STATE STREET n BOISE,IDAHO 83714 o PHONE(208)639-6939 F kmengllp.com a 3 DESIGN BY: LCK DRAWN BY: LCK/SRM z Z g CHECKED BY: LCK a o DATE: DECEMBER 2020 u PROJECT: 20-155 SHEET NO. V O Q i N .ti 0 N a KEYNOTES ® SHEET NOTES 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. �Sg\ANAL fHc� POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, of \,\r.ENs 10 ?� OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. Q� SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. IRRIGATION NOTE 3, SHEET C1.1. C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD 860 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. CROSSINGS. J, 12/18/20 0 IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH BOISE-KUNA 3. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS �9T� IRRIGATION DISTRICT. THE LARGEST DIAMETER PIPE COMING INTO THE FITTING OF 4. INSTALL ARV PER DETAIL, SHEET C7.1. OR VALVE. ��/�/ C. Y< IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. 5. INSTALL 1" SERVICE, SHEET C7.1. E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. 6. INSTALL 2" SERVICE PER DETAIL, SHEET C7.1. F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. 0 50 100 150 H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER u, THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS Q 1-6" TEE Plan Scale: 1" = 50' WITH PROJECT ENGINEER DURING CONSTRUCTION. 1-6" GATE VALVE I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE 1-6" TEE 1-6"x4" REDUCER OWNED, MAINTAINED, AND OPERATED BY THE HOA. 3-6" GATE VALVE 1-4" GATE VALVE ��Q TOP TOP TOF 1-6" GATE VALVE -TOP TOP 1-4" 1 1.25° ELBOW -TOP TOP- --- - - -)P TOP TOP TOP TOP TOP TOP �0 1-6" BLIND FLANGE TOP TOP 'N: 686363.1 1, E: 2457992.83-TOP TcN: 686362.51, E: 24581 10.59-TOP TOP 1-6" GATE VALVE TOP TOP TOP TOP TOP TOP TOP N: 686364.1 1, E: 2457797.72 N: 686361.62, E: 2458282.82 1-6" GATE VALVE 1-6" TEE 1 1-6" GATE VALVE N: 686362.98, E: 2458018.83 1-6" GATE VALVE 1-6" GATE VALVE 70 LF 6" PVC a 2 1 N: 6863T3.63, E: 2457891.50 2 N: 686362.14, E: 2458182.3 NN: 686361.49, E: 2458308.82 1 3-6" GATE VALVE 0 2 6_' 1 1-6" BLIND FLANGE ~ o " " 90 LF 6' PVC ` ' �� 1 95 LF 6' PVC �N: 686365.13, E: 2458476.34 6"PI 6"PI I 6" 1 _ 6"PI ® N ky_\� 95 LF 6" PVC 3 1 ® 1 70 LF 6" PVC - 2 °� REFER TO LAKE HAZEL AND LOCUST GROVE cn ° 25 LF 6" PVC 2 100 LF 6" PVC 25 LF 6" PVC 1 UTILITY IMPROVEMENT PLANS c w s .# g"W 8"W 8"W 8"Vy g"yy g 8„W 8"W 8"W 8"W 8"W 8"W 8"W 8"W Z L F 8 w 8'w 8'w 8"w 8"W 8' B.,W 8„W B.,W B,.W 8„ 8„W E. TARGET ST. 100 LF 6" PVC 1-6" 45° ELBOW 18"S 8"S 8"S _ 18'S 18"S 18" 18"S 18"S -18" 1 S 8"S ' 18"S 18' 1 8"S T 3:18" 8"S 8"s _ 8" 8"S 8"S 8"S 8"S 8"S 8"S s N 70 LF 6" PVC N: 686361.01, E: 2458402.34 3 65 LF 4" PVC �, 75 LF 6" PVC 2 ® 1-6" GATE VALVE c 2 18"so � V) 2-6" 45° ELBOW z 10 LF 6" PVC i N: 686365.48, E: 2458406.86 2 230 LF 6" PVC 255 LF 6" PVC 4 1-6" TEE �°I ;' _ ® 15 LF 12" PVC 2-6" GATE VALVE °� � 0 /7 1-4" GATE VALVE 6"PI 6151 6"PI "` -° 6"PI 6"PI 6"PI 6"PI N 1-6" 45° ELBOW 1-6" 45° ELBOW7 6 1-4" 1 1.25° ELBOW 6 1-6" BLIND FLANGE N: 686289.69, E: 2457807.46 N: 686297.28, E: 2458122.54 1-6" TEE 2 1 c N: 686296.1 1, E: 2457797.42 1-6" GATE VALVE CONNECT TO EXISTING III II I 95 LF 4" PVC \_1-6" GATE VALVE N: 686287.94, E: 2458707.92 1-6" GATE VALVE 12" GATE VALVE 5 � 1-6"x4" REDUCER N: 686287.52, E: 2458790.01 a ---------------- 1-6" GATE VALVE 10 LF 6" PVC O O O O O O O O O O 'Co N: 686289.13, E: 2458475.97 1-12" TEE � N z 1-6" BLIND FLANGE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 � 80 LF 6" PVC 1-12"x6' REDUCER o N: 686279.69, E: 2457807.42 N: 686286.21, E: 2459043.82 y a � 10 LF 12" PVC 1-4" GATE VALVE "° o 1-12" 45° ELBOW co N: 686200.94, E: 2458122.06 s � $ � O N: 686286.17, E: 2459051.55 ~ 2 1-12" 45° ELBOW i N N: 686275.46, E: 2459062.15 a 2 25 LF 4" PVC 8"W 8"W 8"W 8"W 235 LF 4" PVC iv a S 8"s 8„s 8„s 8"s 8"s 5 w O s"W 16 > 0 3 0 17 Q O 5 1-4" GATE VALVE p w a0 N: 686176.94, E: 2458121.94 36 18 -00 Q DON 0 a 0 0 ® ® a Q `" 305 LF 12" PVC a c~n a N N °° 42 41 40 39 38 37 '105 35 19 5 °' U � O � Q J J °' a 12 vi oa V500 ® v O o 0 34 20 00 z a0 _ 00 1-4" GATE VALVE n °' I z z N: 686056.62, E: 2458474.83 00 L u a o W� w 6 33 21 N O ili O cc G °0 0 03 � O W D0 BLOCK 2 00 vr N255 LF 4" PVC � C0 > = O 18s0 LF 4" PVCREFER TO LAKE HAZEL AND 0Q J&°0LOCUST GROVE UTILITY Co> a N IMPROVEMENT PLANS - C X w 32 00 23 s o. a 0o CONNECT TO EXISTING z $ Q N BLOCK 1 12" GATE VALVE Q00 z N 0 5 31 24 5 I 1-12" TEE Q O O 3 O 11 N N: 685970.49, E: 2459065.02 Lu 00 1-4" GATE o a 28 E C N 685977.62, EE 1 Pi 12' 2458474.44 10 Lu 12"W 12"W 12" " ° W 43 44 45 46 47 48 30 25 O � W " 1 w , 1-4 22.5° ELBOW 9 8"s 8"s 8"s 8" 1 8"S a' N: 685920.35, E: 2458120.66 a p oC o $ CO 1-4" GATE VALVE 29 26 N N z �N: 685900.86, E: 2458128.62 LLJ 20 LF 4" PVC 27 X a 5 g"w 8^W 8»W 8^W 811W O N W D 1 �ti V) v o 8"S 8"s 8"S 8"S "S 8"S 8"s 8"S 8"S s x H D cn co , ^W N ~ 25 LF 4" PVC ^ ° 1 12"W 12"W 12"W 12"W 12"W 2"W 12"W 12"W 12"W 12"W 1-4" GATE VALVE - as o 00 1aE® 1-4" 22.5° ELBOW 8t 8"s 8"S 8"S s 8"S 8"S 8"S 8"s E"S 8"S 8"s 5 205 LF 12" PVC N f a o N: 685876.81, E: 2458138.44 E ~ o N 9 O O O O O O O O O O O O O O O O � 220 LF 4" PVC o I �_. . - 49 50 51 52 53 54 55 56 58 59 60 61 62 63 64 65 a 1-8" GATE VALVE FL ® 1-12" 45° ELBOW Z , : . o a 1 ! 1-12" 22.5° ELBOW 1-6" GATE VALVE I N a O O N: 685764.14, E: 2459066.96 II ! 5 5 120 LF 4" PVC � 8 a a 1-6" BLIND FLANGE I 5 5 o N: 685770.02, E: 2457804.91 i s O CONNECT TO EXISTING a I I 1-8" TEE 16" GATE VALVE o a ff l 2 1 2 1 80 LF 12" PVC 10 LF 6" PVC I I w � 1-8" GATE VALVE 1-16" TEE N 1-8" 45° ELBOW 1-16" X 12" REDUCER 8"PI 8"PI 8"PI 8"PI 8" I 8"PI 8'PI 8"PI 01-8"x4" REDUCER 1-12" 22.5° ELBOW N 1-8" TEE 002 D 505 LF 8" PVC 1-16" X 8" REDUCER 1ti'Q� s 57 N: 685756.59, E: 2458473.36 3 1-8" TEE 1-8" GATE VALVE N: 685734.96, E: 2458993.47 2-8" GATE VALVE 255 LF 8" PVC 1-8"x4' REDUCER 265 LF 8" PVC N 1-8" BLIND FLANGE 80 LF 8" PVC 6 N: 685756.94, E: 2458403.36 70 LF 8" PVC 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI 8"PI a N: 685758.31, E: 2458137.86 � 1-8" X 6" REDUCER N: 685760.02, E: 2457804.86 3 ,U<1'_y 40 25 LF 8" PVC 1-8" 45' ELBOW Co 3 N: 685737.55, E: 2458490.22 z 12" 12"W °€ 12"W 12"W 12"W 12"W 12"w 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"w 12"W E N G I N E E R I N G ® T T T T T T T T T T T T T T T T T T T T T- -T T T T T T T T T T T T T T T T 9233 WEST STATE STREET Q E. LAKE HAZEL RD. BOISE,IDAHO 83714 �  REFER TO LAKE HAZEL AND PHONE(208)639-6939 w N LOCUST GROVE UTILITY �� kmengllp.com IMPROVEMENT PLANS EP EP EP EP EP EP EP DESIGN BY: LCK OP OP OP OP OP OP OP OP OP OP a S 18"S 18"S 18"S 18"S 18"S 18"S 18"S 18"S S 18"S 18"S 18"S 18"S 18"S 18" 18"S 18"S 5 DRAWN BY: LCK�SRM EP gp OP OP OP OP OP OP OP OP OP OP -OP OP OP OP OP OP OP OP OP OP OP OP P OP u EG EG -I 00 -OP OP OP OP g A o a I N A 15'GI CHECKED BY: LCK -0w o v v DATE: DECEMBER 2020 V D PROJECT: 20-155 g W I I I CoN I SHEET NO. 0 Q 7. 0 N a \�pNAL NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN IS THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE [STANDARD MANHOLE pF�`' �pENSF10 ADEQUATE VENTING. NOTE: LOOP TRACER WIRE FROM MAIN FRAME AND COVER Q� LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS LINE PIPE TO SERVICE BOX AND BACK 0 OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. ALONG SERVICE LINE PIPE. J, 12/18/20 0 Q OF 2"0 FORD, MUELLER OR APPROVED C. Y, EQUAL ANGLE STOP W/LOCK WING & IRON PIPE THREAD CONNECTIONS, OR APPROVED EQUAL FIBERGLASS 4"0 THREADED CAP _ 24"0 CONCRETE OR PLUG FINISH GRADE 0 0 PIPE. LENGTH VALVE & COVER X I loz AS REQUIRED. WATERMAN MODEL CR-100 AIR RELEASE VALVE (OR EQUAL) w -III III III IIEllI III III III- CARBON 18-INCH "STANDARD" 1-1/2"0 GALVANIZED � III I I I III I I I I *NOTE: REINFORCED FIBERGLASS IRON NIPPLE & 90' ELBOW 1. 2'-6" MIN., 5'-0" VALVE BOX (OR EQUAL) MAIN I I I I I I I I I MAX. IN UNPAVED APPROVED METAL OR PLASTIC TAG LINE AREAS WHERE THE WITH "NON-POTABLE WATER DO BALL VALVE CURB STOP LINE IS FREE DRAINING. �i NOT DRINK" IS RQUIRED (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC - 1-1 2"0 SCH. 40 z TAG WITH "NON—POTABLE _ / " _ GALVANIZED IRON 2• 3'-6" MIN., 5-0' a WATER DO NOT DRINK IS I I I a MAX. IN PAVED CARTRIDGE DUAL CHECK VALVE 1-1/2" REQUIRED. CONNECT TO VALVE I III ° III I PIPE RISER AREAS OR WHERE N FORD OR MUELLER OR TAPPING BOX WITH EYE BOLT AND WIRE TIE.— °° THE LINE IS NOT APPROVED EQUAL -H SADDLE z as Ln ° "III I I FREE DRAINING o N O 3. FINDER WIRE AND z " 6" MIN. w IDENTIFICATION TAPE w 4"0 PVC OR ABS 1-1/2"0 GALVANIZED w IRRIGATION w ° 8 0. D PER THE (10PIPE VALVE BOX IRON PIPE TRENCH — 8 — MAIN ISPWC D VISION 900. _ 0 O�OOOO O 0 �� I I IBACKFILL a a NOTCH 4"0 VALVEOO OOC9 0 v v ' BOX OVER PIPE WITH MIN. OO O OI — CLEARANCE FROM PIPE ��P/,O00000 =1 1= v °� a• ° SLOPE - 00 O OO 0 O O O O OO OOc 0— - d I I 1_1 I �0 DRAIN I 0 000O 0� ,- - - 0 000 00, 0 O00 1-1/2- BRANCH 2" PVC 90° ELBOW, - — O OO 0 O OOOO - z TEE 2"0 BRONZE CURB STOP- OO O 0 0 3" MAIN LINE FORD OR MUELLER, T SCHEDULE 80 REQUIRED — I i OD OO O O O0 I I (- APPROVED EQUAL. I O O O O O O O 00000 0- SCALE: NONE O 2" CLASS 200 SOLVENT - 0— 3"X3"X2" TEE, WELD PVC PIPE I III I I I I I I I III 1 1 1 _ _ SCHEDULE 80 REQUIRED I MAIN LINE AIR RELEASE _I �=2" 2C YARDS MINIMUM WASHED DRAIN ROCK,: NTS OR AS REQUIRED. TYPICAL 2" SERVICE DIG TO FREE NTS DRAINING SOILS TYPICAL MAIN LINE DRAIN z NTS Q J AC PAVEMENT BY OTHERS O PAVED SURFACE SEE NOTE 1 BELOW z VARIES, 2.5"-3 ' _ z 3/4" MINUS BASE, BY OTHERS W „ z cc w VARIES 4 -6 0 G Lu w Q `� O > cn 0� 0� 0� 0� 0� 0� 0� 0� 0� C PIT—RUN SUB—BASE, BY OTHERS P/L > Q p[ 0LL_ � �������� 10' EASEMENT REQUIRED ON PIPE SIDE m 0 � 0 of VARIES, 10"-1 6" c = p p p I TEMPORARY BACKFILL AS p p 0 O c� O O O REQUIRED TO MAINTAIN z O 0 � G 1 12" COVER OVER SLEEVE 3' MIN. "PLACE APPROVED METAL OR � PLASTIC TAG WITH"NON-POTABLE 6" MIN. Lu SUB GRADE ELEVATION, BY 5'-MAX _ OTHERS, SEE NOTE 1 BELOW WATER DON'T DRINK"IS REQUIRED Ln 0 O 0 o COORDINATE WITH PAVING ( IIIOtil ; PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT I I w W CONTRACTOR FOR REMOVAL —III SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND I J W Q OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. _ c LOCATED ABOVE SUBGRADE N Iz G MIN. 6 LID TO READ: w — FINDER TAPE CARBON MODEL 910T COVER STUB 1"fZJ PE PIPE � "NON-POTABLE WATER - FOR IRRIGATION ONLY" ui LOCATING WIRE IN PERMANENT LETTERING 4"0 THREADED I Q O O FINISHED SOD GRADE CAP OR PLUG FINISH w z I W CONDUIT WITH 1/4" 2" X DC NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING (2) 3" CLASS 200 SIGNAL GRADE FINISHED TOPSOIL GRADE W COMPACTED TO 95% DENSITY. a cn IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII PIPE AND BELL CARSON MODEL 910 Q 10" VALVE BOX W NOTE: 0 MIN. 4" TRACER WIRE LOOP 1. 2'-6" MIN., 5'-0" MAX. a IN UNPAVED AREAS SKIDS PER ISPWC SD 307. WHERE THE LINE IS MIN. 6" SLEEVE MIN. 6" 2" VALVE NUT u noDIA. SEE SLEEVE SCHEDULE, THIS SHEET FREE DRAINING. 0 1 -SEE SEE FOR MATERIAL AND MINIMUM SIZE co NOTE 5 NOTE 5 2. 3'-6" MIN., 5'-0" MAX. Q Z IN PAVED AREAS OR Z ISOLATION VALVE 10" CLASS 125 PVC PIPE WHERE THE LINE IS N SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS NOT FREE DRAINING. w JOINT RESTRAINT REQUIRED I +, UNI-FLANGE SERIES 1300 OR EQUAL 3. FINDER WIRE AND 0 - IRRIGATION MAIN IDENTIFICATION Z C° PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. NOTES: NOT PVC BOX, BOTH SIDES TAPE REQ'D. PER � THE I.S.P.W.C. 4"0 PVC OR ABS 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, DIVISION 900. PIPE VALVE BOX a FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD 1"0 CLASS 200 4" 5.36" 8" PVC C900 8.28" SUB-BASE, ROAD BASE AND PAVEMENT. NOTCH 4"0 VALVE POLYETHYLENE 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE BOX OVER PIPE WITH ° FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR I 1/2" MIN. CLEARANCE 3 6" 7.89" 10" PVC C900 10.16" SIDEWALK. 6" MIN. ° 4 REBAR FROM PIPE 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT 6" VARIES.° 6'a SLOPE E N G I N E E R I N G SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP � ) lc`�l TO DRAIN 9233 WEST STATE STREET PIPE AS SPECIFIED IN SLEEVE SCHEDULE. �° 4 » 10" 12.79" 16" PVC C905 15.92" 12 MIN. MIN. 4MIN. . 4 MIN. OF 3/4 MINUS GRAVEL s— BOISE,IDAH083714 D 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL ° . A UNDER 10" PVC PIPE + PHONE(208)639 6939 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ° kmengllp.com THRUST BLOCK 1"0 BRONZE CURB STOP- PROVIDE LONG RADIUS BEND DESIGN BY: LCK 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. MAIN FORD OR MUELLER, OR IN POLYETHYLENE PIPE NOTES: LINE APPROVED EQUAL. DRAWN BY: LCK/SRM Z 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION WITHOUT KINKS OR DISTORTION g A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR CHECKED BY: LCK Z PIPE BELL. PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: ° B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL DATE: DECEMBER 2020 PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. TAPPING SADDLE PROJECT: 20-155 (ROMAC 101S OR APPROVED EQUAL) SHEET NO. V TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE TYPICAL 1" SERVICE C7, 1 NTS NTS NTS a