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CC - Construction Drawings SS�pN A L £NC �\CENSF QUARTET SOUTHEAST SUBDIVISION NO , 1 N 6860 ®®�,-W.MCMILLAN RD. CONSTRUCTION PLANS Y �ti 105 g ��N C. KEN # MERIDIAN IDAHO z EP=_EP MERIDIAN, Digitally signed by IDAHO Lachlin C Kinsella, P.E. - LOCATION MAP Date: 2021 .01 .26 06:27:27 -07'00' Coy - w I Ep a Grp QUARTET NORTHEAST N o Ep P SUBDIVISION NO. 1 FIVE � PROJECT I 17 BLOCK 1 MILE CREEK ��p 16 E'��� VICINITY MAP 11 CP�C NO SCALE 14 N 13 12 \ z 0 II 1g 15 O 0 50 100 200 300 j w OPlan Scale 19 W. CAPRIANA DR. O O3 d.. 1 O #113 O O O O O O 2 Lu R- - BLOCK 6 21 O 10 m 1 w P O� 9 R, x BLOCK 2 10 22 z 18 17 16 15 14 13 O O 12 11 O �P, BLOCK INDEX OF DRAWINGS <<, 1 23 O7 P�o�P SNOT SHEET TITLE SHEET DESCRIPTION W. TENUTA DR. BLOCK 3 60 C1 .0 COVER SHEET 5 C1 .1 NOTES, ACRONYMS, LEGEND I I 24 Q 4 O r-I O C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN I 25 26 27 28 > 10 O O3 O I p C2.0 ROADWAY IMPROVEMENT PLANS W. SAN REMO ST. PLAN AND PROFILE z J z C2.1 ROADWAY IMPROVEMENT PLANS W. SAN REMO ST./ N. GRAND LAKE WAY PLAN AND PROFILE Z 0 W. SAN REMO ST. BLOCK 5 C2.2 ROADWAY IMPROVEMENT PLANS N. GRAND LAKE WAY PLAN AND PROFILE N. LOCH VALE WAY PLAN AND PROFILE u I 1 C2.3 ROADWAY IMPROVEMENT PLANS W. TENUTA DR. PLAN AND PROFILE > 0 Y U a BLOCK 4 1 C2.4 ROADWAY IMPROVEMENT PLANS W. TENUTA DR. PLAN AND PROFILE N. EXETER AVE./ W. CAPRIANA DR. PLAN AND PROFILE Co Q W m Izl I E� C2.5 ROADWAY IMPROVEMENT PLANS W. CAPRIANA DR. PLAN AND PROFILE W_ C2.6 ROADWAY IMPROVEMENT PLANS W. CAPRIANA DR. PLAN AND PROFILE 1 c.n Q DC I �► C2.7 ROADWAY IMPROVEMENT PLANS N. BLACK CAT RD. PLAN Q Lu j II C2.8 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE PLAN = I. DC 0 I' C2.9 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE PLAN W U I�I' . C2.10 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN 00 I' C2.11 ROADWAY IMPROVEMENT PLANS DETAILS W C3.0 GRADING IMPROVEMENT PLANS III-- I I C4.0 STORM WATER IMPROVEMENT PLANS I' I C4.1 STORM WATER IMPROVEMENT PLANS DETAILS cJ I C4.2 STORM WATER IMPROVEMENT PLANS DETAILS C5.0 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE I C5.1 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE SEWER ALIGNMENT "B" PLAN AND PROFILE a C5.2 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "B" PLAN AND PROFILE SEWER ALIGNMENT "C" PLAN AND PROFILE M N I C6.0 WATER IMPROVEMENT PLANS IJ 0 I C7.0 PRESSURE IRRIGATION IMPROVEMENT PLAN a k C7.1 PRESSURE IRRIGATION IMPROVEMENT PLAN DETAILS o l 1-1 .0 LANDSCAPE COVER " I a L2.0 LANDSCAPE PLAN W Y ��,�� LEGAL DESCRIPTION L3.0 LANDSCAPE PLAN IE �A�N E N G I N E E R I N G PubREET A PARCEL OF LAND SITUATED IN A PORTION FO THE SOUTH 1/2 OF THE NORTHWEST L4.0 LANDSCAPE DETAILS %*Ik 9233 WEST IDAHOSTA 83714 0 1/4 AND A POTION OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 34, D I G LI N E edge& [nepa a HOISE, 208)6 9-693 TOWNSHIP 4 NORTH, RANGE 1 WEST, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021. DesiynB�Conctruadon�uppRoma�tal8peai�oatEvne PHONE(208)639 6939 kmengllp.com o THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THEIJ . ■ ■ BENCHMARK CONTRACTOR PHONE # (800)ALL 342-1585 (NE THE EXACT BEFORE COMMENCCINGION WORK• THE CONT ALL ING RACTORLIISES BY FULLYCALLING IRESPONSIBLE FOR CONTACT INFORMATION ' DESIGN BY: LICK POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. ■L DRAWN BY: LCK/SRM OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT ■ � ■ CHECKED BY: LICK 0 101 ® 717766.626 2438402.487 2550.937 ALUMINUM CAP ACHD COMPLIANCE BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP DATE: JANUARY2021 IJ 105 0 721688.248 2441081.283 2549.545 5/8" REBAR 2929 W. NAVIGATOR DR., STE. 400 9233 WEST STATE STREET MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 PROJECT: 20-125 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD CONTACT: ZACH MEYERS PHONE: (208) 639-6939 SHEET N0. Z 113 ® 720398.493 2438423.266 2540.367 ALUMINUM CAP POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO PHONE: (208) 378-4000 FAX: (208) 639-6930 120 ® 719082.618 2438412.896 2543.409 ALUMINUM CAP LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN FAX: 208 377-8962 ■ ( ) CONTACT: LACHLIN KINSELLA, P.E. •0 WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: EMAIL: zmeyers@brightoncorp.com KEVIN McCARTHY, P.E. ■ d "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." . NONE EMAIL: Ikinsella@kmengllp.com . kevin@kmengllp.com a CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS r.EN EN s c, 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 AP - ANGLE POINT N - NORTHING p� CEN$ D 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 CL - CENTERLINE OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, CO - CLEANOUT 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 CR - CURB RETURN PCC - POINT OF CONCAVE CURVATURE 16860 CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. E - EASTING PI - PRESSURE IRRIGATION J, 2125122 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND ANY 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO ELEV - ELEVATION POC - POINT ON CURVE ( ) ( 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.oro CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. EP - EDGE OF PAVEMENT PRC - POINT OF REVERSE CURVE C' F OF AND/OR U THE REQUIREMENT MERIDIAN S OF THE GN STANDARDS, TRANSPORTATION NDEPA DEPARTMENT (ITD). THE MORETS OF THE ADA COUNTY STRINGENT HWAY ROF ICT ANYHOF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. FL - FLOW LINE PS - PRESSURE SEWER y��/v C. Y, THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET FLG - FLANGE PT - POINT OF TANGENCY 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION GI - GRAVITY IRRIGATION R - STATION OFFSET RIGHT 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 HP - HIGH POINT RIM - RIM OF STRUCTURE SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE SITE, IT COULD BE GROUNDS FOR "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. INT - INTERSECTION SD - STORM DRAIN 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. INV - INVERT SDMH - STORM DRAIN 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 ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' CONSTRUCTION SS - SANITARY SEWER 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 L - STATION OFFSET LEFT SSMH - SEWER MANHOLE 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 LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE 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 LIP - LIP OF GUTTER SW - SIDEWALK PRIOR N START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. MA - MATCH EXISTING TBC - TOP BACK OF CURB MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 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 MW - MONITORING WELL � 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 a 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 0 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 FILE NUMBERS) FOR DETAILS. BOUNDARY LINE TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE - - OFFSITE BOUNDARY LINE 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 cn DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE - ROAD CENTERLINE 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 Lu_ 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 of 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 QUARTET SOUTHEAST SUBDIVISION 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 NO. 1 FINAL PLAT. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. 0 FOUND 1/2 INCH REBAR 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE NO-CHARGE RIGHT-OF-WAY PERMIT. FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP 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. ( ) ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTE NO. 1. AT THE CONTRACTOR'S EXPENSE. 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. 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, DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A PROPOSED IMPROVEMENTS DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN TRAVEL LANE. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS S SEWER LINE THE REQUIREMENTS OF THE 404 PERMIT. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA CRITICAL FACTOR. W WATER LINE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR 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 BEFORE CONSTRUCTION BEGINS. SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE SD STORMDRAIN LINE (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ROUGH GRADING PLAN. 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 PI PRESSURE IRRIGATION LINE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY SEWER MANHOLE FROM ALL BUILDINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING DEVICES" FOR STREETS AND HIGHWAYS. x 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 O . 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 z 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 Q 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. om DRAINAGE ARROWS p 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 - W 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED N 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 W WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE = J CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 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 0 (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. SANITARY SEWER LINE m 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 0 C EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. G 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 G_ GAS LINE z ROADWAY PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER z STEERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES OP-of- OVERHEAD POWER LINE (/) 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 GI GI- 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. SEWER MANHOLE _ U 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. wv WATER VALVE W PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES V) (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® WATER METER O W 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS 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 � O 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 POWER POLE Lu 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 DRAINAGE DEMOLITION NOTES 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE �� EDGE OF PAVEMENT Q 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. .OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30" FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION CONSTRUCTION. Ec Ec 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 X BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. rl� 0 DURING DEMOLITION AND REMOVAL OPERATIONS. Z 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 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 FINAL ACCEPTANCE. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR 9 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 o PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. a 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. a 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 UTILITY NOTES 12 CCONTRACTOR S ONSTRUCTION HALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO lcm Y 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 Z IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN a 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. DESIGN BY: LCK 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE 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: JANUARY 2021 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 20125 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 a SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. SS\pNAL £Nc, o a / I I I \ 1 -w _ -� P / s \ r.E N S ?� 2. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON ��_ s Pi s II \ \ S '�>, 0 60 120 180 SHEET C4.0. Nor- 13 oP 3 �� roE—=�_�`a�� �� — �= �s°P, s / I I I Plan Scale: 1 = 60 KEYNOTES ® �T 116860 0 2538�'— —E''_ III QUARTET NORTHEAST _ "P I a \ `8"s1 Y \ 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND pF �2529'� ������ � �— TRI s»Pi ''� `V — 8' \ PAVEMENT PATCH PER ISPWC SD-303 AND ACHD ti S E�P_Pg Ih� 7-19 SUBDIVISION N0. 1 \ _ _ S 5 w \ C. 2"W EGA ��� �� ���'��� ��� �� _ \ _ \ REQUIREMENTS. 4 `` 2s2 P2540 \ 3 as w 2. RETAIN AND PROTECT SEWER MAIN. \ \ 3. CONNECT TO EXISTING MANHOLE PER SEWER up IMPROVEMENT PLANS. ��� 6'PI \ 8S \ I I I II C `EG \ � E � Ps P1�s \ \ 4. RETAIN AND PROTECT WATER MAIN. CONNECT TO c ___� _ —`� ! \ \ EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. SE4-20 \EG P _�� _� _ - _2S ����_�_�_� -___�_=� 6'�Pl _ 5. RETAIN AND PROTECT PRESSURE IRRIGATION MAIN. �_ _ � EP CONNECT TO EXISTING SYSTEM PER PRESSURE w ' I 16 25 / TOE -� TOE E� FI V E MIEK_ �_=�s _� P —_E�S_ s Pi \ a I II _� P— \ IRRIGATION IMPROVEMENT PLANS. 3j —C - Ps pi—�—� "Pi�� 6. REMOVE OR RELOCATE AND SALVAGE SIDEWALK 2 �� i�P� P! \ TERMINUS SIGNS TO OWNERS. ` i ` 38 J / r0��EG ����_� � _ �����P _� {, P s'F� I I I II 14 E— `-E� _ ����� ��—J�TyQnQ�ff �� ���— � �� E l 7. EXISTING GARAGE TO BE REMOVED. CONTRACTOR AND Y ` -To F(� '\�_� ��� _`�� P DEVELOPER SHALL COORDINATE WITH OWNER PRIOR TO V 2538 o SU_BDIGISION BOUNDARY ������= ' _ �`��� ����254p_ ��� \a CONSTRUCTION. ow �� ...... \ \ TOE �� 8. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION PIPE. 2531 \\\\ woe TOE_—EG ������T \\\\\ II 0 TOE_—EG 9• CONNECT TO EXISTING GRAVITY IRRIGATION MANHOLE TOE`_ � PER STORM DRAIN IMPROVEMENT PLANS. N 253 17 \ —TOEG_EG\\ \_\_ \\ of r z 8 TOE—E \ � '�e \ � \ \Fq '� 10. RELOCATE POWER LINES AND POLES. CONTRACTOR AND O N - / O� DEVELOPER SHALL COORDINATE RELOCATION WITH IPCO. cn w 4 11. CONTRACTOR TO MAINTAIN SECONDARY EMERGENCY w ACCESS ROAD. UPON COMPLETION OF N. GRAND LAKE WAY/ N. SAN REMO ST. AND THE ESTABLISHMENT OF A SECONDARY ACCESS ROAD BY THE MERIDIAN FIRE C14 / ZONE A PER COMMUNITY PANEL NUMBER A GRAVELMACCESSOROAD.TOR SHALL REMOVE TEMPORARY / / I 16001 CO139 H, NATIONAL FLOOD INSURANCE \ 1 ✓ PROGRAM, FLOOD INSURANCE RATE MAP, REVISED AND G` y I I II' II III 14 / b 7 I EFFECTIVE FEBRUARY 19, 2003. \ ` SE1-20 ��P 12. RETAIN AND PROTECT GRAVITY IRRIGATION OPEN DITCH. ZONE A AREA = NO BASE FLOOD ELEVATIONS DETERMINED. C� 't�,Q� \ SE2-20 I \ 5 13. REMOVE GRAVITY IRRIGATION PIPE. %2 \ II �lo \ c'� 6 14. REMOVE GRAVITY IRRIGATION OPEN DITCH. SEE �I! w 2539 J / � /' DEMOLITION NOTE 6, SHEET C1.1 FOR ADDITIONAL 8 \ 8 r \ / 6 INFORMATION. o w 4 �\ 15. CONTRACTOR SHALL MAINTAIN ACCESS DURING z CONSTRUCTION AND COORDINATE REMOVAL OF EXISTING ' � 6 DRIVEWAY WITH PROPERTY OWNER. 16. EXISTING WELL MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE WITH IDAHO DEPARTMENT OF I QN 8 //— / WATER RESOURCE REQUIREMENTS, WITH VERIFICATION OF \ U DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. \ Q I III / 5 f / �/ 17. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST J 14 % \ BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT ZN � \ Co / HEALTH DEPARTMENT REQUIREMENTS. 3 II SE5-20 N IIII 812 z / Q I� I N \ / O z w I SUBDIVISION BOUNDARY �Q� ,G °F LEGEND z DITCH REMOVAL z O - U0 I III III _ O MATCH LINE - SEE C ° Lu I 4 0 = w JIIII I I NI CoQ III II I wl , �G °� 12 BOTTOM LEFT o 0 IIII 14 ( / 24"G N z G , �� = I \ \ Z a IIRI ^ I 8 �°� , �r ► �14) � aQ — III �2 W o z � I N I 6 / III N Lu — II ,p 12 — III I I 14 / , �, ,�� IIII O o IIII I I I I 5 / 5 �6 // �G�� 12 11 1 ` ) z I w � I J"PI 6"PI 6"hl 6"PI 6"Pl 6I'PI 6 /F'G AC I I � / r°, 1 0 II eoo 6 PI 6 PI I_L.I �/ IIIII 4 ' ��� ,�G/ �G�/ IIII o / / a z m IIII 00 N III III � i 7 1 11� IIIII I I 8 // � �G/��� III Q / — z III '� / / / � I, m � x IIII II e EG ��� II I� Z I_,_I z 5 �I -0 SE3-20 - — — — — — — — — — — — — — — — — _ _ _ _ _ _ - E�/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IIII EG— p I I — c� EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG G a m 1�' I I 1 1 I I I 1 11 r 7 —EG E EG EG EG EG_ EG EG EG G EG EG EG EG EG EG EG EG z — — — — — — — — — — — — — — _ _ _ _ G, T I o II III � I 24"GIQ � 24 TOP 24,�P 24"GI — 2 "GI —T P / 12 Iu Tpp - - �— � TOTOP III III � — — — — —'- -8 � 12 SUBDIVISION BOUNDARY JI I \ \ IIIII I ,4= - - - - III 8. / IIIII p I NI �-O IIIIII �, I III I TOE TOE II II I I II F,3 m IIII11 , � � g 3 110 1 TOE TOE o II 14 / y E N G I N E E R I N G w / /• - 9233 WEST STATE STREET // I I /P_ BOISE,(DA O83714 a OPT—�� PHONE 208 639-6939 N IIII j d°L III I kmengllp.com R TOP TOP N DESIGN BY: LCK DRAWN BY: LCK/SRM Z MATCH LINE - g CHECKED BY: LCK DATE: JANUARY 2021 Z SEE RIGHT PROJECT: 20 125 0 SHEET NO. s N 1. 0 N a SHEET LEGEND ASS\ANAL fHc 01�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� \CENS�cO STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 J, 1125121 0 Q IN/ SEE ROADWAY PLAN GRADE BREAK �0 lF OF SHEET C2.2 N C. 39.61 TOC / \ 41.35 LIP Q s I I ---------- SAWCUT LINE +02.28, 36.75'L +56.50, 35.961E TOA BLOCK 1 41.55 TOC I - J Lu 41.35 LIP BLOCK 3 39.00 FL +66.73, 36.751E �, +88.99, 36.901E I ::° Q d +56.50, 28.021E aF 26 27 28 41.02 FL I 41.55 TOC O 39.32 PC 24 25 O O I = +80.01, 36.901E a I I I� I +66.00, 27.001E 17 +88.99, 28.751E o SHEET NOTES v I J I 41.01 FL w v I I I I 39.41 CL 41.28 PC/GB of SEE DETAIL SHEET C2.11 +80.01, 28.751E A. SEE SHEET C1.1 FOR GENERAL, GRADING, ACRONYMS Q I I I =' +66.00, 0.00' Q : R 41.28 PT/GB AND ACHD NOTES. +77.50, 27.001E Z m I I I �39.23 GB �� 39.96 41.06 41.89 GB 41.37 CL/GB ad +91.50, 27.001E Lu z I I II +83.86, 27.00'L� +50.00, 27.001E +50.00, 27.00'L +25.49, 27.00;L +77.50, 0.00' \ B. SEE SHEET C2.8 AND C2.9 FOR SIGNAGE AND STRIPING SEE ROADWAY SHEET C2.7 W I i i I ``' 39.69 GB 40.41 41.51 42.34 GB A 41.80 / :. 41.82 PLAN. o N 5 - - +83.86, 6.00E-- - - - +50.00, 6.00'L- -- - -+50.00, 6.00'L - - -- - - -- - - - - _+25.49, 6.00L_ - - - _ _ - - - +60.50, 6.001E - -- 5 �, o ` ° 5 - - - 8.5 6.00E R\ a. . ° - . . 4 4 9° ;... . . , o`� .� . C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. ��S�I O; .p ° D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET w s °t 4 . E w I I I s9 ao / SECTIONS. 3 3 1 �I��o (N, E. SEE SHEET C3.0 FOR LOT GRADING. 1 1.10% f o t o 1.10% 0.40% 1 0 SR I '1° ' z v o W. SAN REMO ST. 0.40% _ a I I I N 2 N N 2 CNi 2 ��O F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO �W h w � TOLERANCES WILL BE ALLOWED. 10 pO 12.00% 0.51 y - 15+00 1.29% 1.29% - N16+ w z - I -I Z w G SPOT ELTION AND EVATIONSS AREET LABELING REFERENCED TO THE TO ROAD EACH a 39 9f MA I II 6R6 ��° �� 41.37 CL/GB U = ALIGNMENT. ON w+19.1 0.00' I 1 39.85 GB 2 2 2 +91.50, 0.00' L w I 1 o O o V) H. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. W ~ 9.57 CL GB +77.86, 0.00' 3 N 0 3 0 3 oc + 34.00, 00' I I 439,�2 S` y0 �2 cOP/�A.43% w �W I I I I ���l° 6 41.Bo 12„ / �`�o' � KEYNOTES w s: . 4 •.: . s s 4 e s b s': 4 +60.50, 6.00'R 1 :. �, .06 R,3 . - - - -- - - -- - s - s .: , _ _ _ _ _ _ _ _ 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 0' 5 - - - - - �> -- - - -- - 40.41 - -- - 41.51- - - 41.56 42.34 GB 41.91 - 5 :` . •. 5 41.82 PAVEMENT PATCH PER ISPWC SD-303 AND ACHD O +50.00, 6.00'R m +50.00, 6.00'R +95.46, 27.00'R +25.49, 6.00'RsD i2"sD i2"sD +66.50, 0.00'12"SD : +08.50, 6.00'R REQUIREMENTS. W I I 39.69 GB 39.96 ~ LL 41.06 41.15 FL 7 41.89 GB 41.28 PC/GB s. ° / 41.37 W I s I +83.86, 6.00'R BLOCK 4 +50.00, 27.00'R o I +50.00, 27.00'R +01.46, 26.50'R +25.49, 27.00'R. +77.50, 27.00'R 4 4 2. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC o �D 18"sD 18"SD 18'__ _ +08.50, 27.00'R IRR I I I 39.23 GB I - 41.85 STANDARD DRAWING SD-701A. � I 41.75 SW 40.97 FL �a �--� 41.92 s. +83.86, 27.00'R c� _j +21.46, 27.00'R +88.99, 28.75'R 41.25 LIP v +01.46, 35.00'R A - - - +02.50, 0.00' 3. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD o W I I I 39.32 PC 41.30 FL -+66.73, 36.75'R z � I I � '. I oo in FTOP. - 41.58 TOC 41.28 PT/GB SUPPLEMENTAL STANDARD DRAWING SD-701. 39.03 28.02'R-24 GI i 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI +15.46 35.00'R ,R +88.99, 36.90'R+66.00, 27.00'R +15.46, 26.5 TOP TOP- TC TOP TOPns TOP TOP OP P w 39.03 FL N 41.90 SW I +91.50, 27.00'R 4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER I TOE TOE- -TOE TOE 41.25 LIPS TOE TOE TOE OE 40.97 FL -TOE TOP TOP TOP TOP TOP TOP TOP- -TOP TOP +02.28, 36.75'RP TOP TOP TOP P -TOP ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 39.58 TOC 10? roP I +80.01, 28.75'R W� i I p I +56.50, 35.96'R 42.10 CL/INT/GB 41.58 TOC 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC _ +34.50, 0.00' +80.01, 36.90'R STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES CWII I I I I I I I I I I /��e I R TOA PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. W. SAN R E M O ST. PLAN AND PROFILE 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-710. 0 30 60 90 0 3 6 9 7. INSTALL 14' WIDE GRAVEL ACCESS ROAD TYPE 1 PER ISPWC STANDARD DRAWING SD-304. � Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' O z N z 2553 2553 Q J LL V) O > O z � a Lq C = W 2550 O M C 2550 m Q Q _ Lu o + N / Q o ao z O d ai co II U) N I V) Qa 2547 � + Y M o N 2547 w Q II II w II j� N Lu Q II - wNLn N < w I QPI)Y W ] < N O " w2544 m w N 2544 <Lu z o w 11 0 � 0a II FINISHED GRO ND W 0 w a AlISLAND. REFER TO w PU N FOR ELEVATI O NS. 0 2541 - - - -0.40% - - 2541 _ - - .10% a i\ -2.00 x - N - EXISTING GRC UND 2538 2538 Q o Z V) V 1 N Z � 0 2535 2535 a 0 a N 0 a 0 N N Q 2532 2532 Z Z Y Z 00 g EXISTING GROUND CENTERLINE E N G I N E E R I N G 2529 FINISH GROUND CENTERLINE 2529 9233 WEST STATE STREET o BOISE,IDAHO 83714 'a PHONE(208)639-6939 o kmengllp.com o LO GN 0) 00 (D 0) Lo N O Lo 00 � O a) O O O (D 00 P_ Na) r0 M (0 nO N cD D 00 cD aiO O sh II-� O 00 ai of of O ai aiO ai N DESIGN BY: LCK M PO - d• - ; ' o o ) 0 III LO � LID U) V) DRAWN BY: LCK/SRM LO LO 1 ) LO N N N N N N N N N N N NN N NN N NN NN N N N NN N N N z a CHECKED BY: LICK a o DATE: JANUARY 2021 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: 20 125 SHEET NO. s Q N rl O N 2 SHEET LEGEND SEE DETAIL SHEET C2.11 ASS\ANAL £Nc i 0--l-ELE. OFFSET SIDE FINISHED GRADE ELEVATION LENS 10 v 16860 O �� c, 1 FINISHED GRADE SLOPE 1/25/21 r\ l (1 .001 �\o �o " �C' qTF OF \�P P \�c� / i GRADE BREAK y�/N C. � i 7 \ ITo `o O 42.51 J1 /� ---------- SAWCUT LINE 42.41 CLcil i 3 , y o 0 \ 42.70 42.12 O ° SHEET NOTES 'L\� +70.67, 6.00 O +44.19, 18.00'L � i 2 0 BLOCK 3 42.61 CL/INT p0 \o ^ A. SEE SHEET C1.1 FOR GENERAL, GRADING, ACRONYMS 3 +70 67, 27.00 '. 41 �P� 22k p ` ` AND ACHD NOTES. .89 CL/PC +99.83, 0.00'\ O O 42.96 PT i / �NO\P� 2 B. SEE SHEET C2.8 AND C2.9 FOR SIGNAGE AND STRIPING a (� /,� \ 41.87 PC +83.29, 18.00'L i N G\tP i PLAN. o 2 +12.74, 26.83'L 42.07 POC 42.90 CL/PT � ` 1 +50.00, 25.84'L +74.59, 0.00'� BLOCK 6 C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. Q' Co 9 42.13 CL/POC 3 i D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET ° 0 86.33 POC/GB �' p. 1 +50.00, 0.00' � � � � SECTIONS. \ R6, �i 42.61 POC +86.32, 19.94'L � 1 pp � : ,�42.51 PT 4 �, +50.00, 23.23'L 43.27 CL/POC/GB 2 k i o % 4 +90.69, 18.00'R E. SEE SHEET C3.0 FOR LOT GRADING. �_ _ _ 42.62 CL/POC +85.85_0.10'L o �I 6\ i 0 - - - r • / F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO .459 No � o'css d TOLERANCES WILL BE ALLOWED. 42.28 \ 3 3 42.91 TOC y/E Tpe c/) ". +76.67, 0.00' 9% +70.59, 36.51'R G. ALL STATION AND OFFSET LABELING RELATED TO EACH z \ 3 0° \ W Sq p 42% ' r, Lp0% 5 OE'T°�j SPOT ELEVATIONS ARE REFERENCED TO THE ROAD o� N RENjO g +00 o Q% 42.37 FL / ALIGNMENT. N ST 2° i 4 �' 2 +62.44, 36.51'R w iu 42.12 ` . 18+00 0 } 2 \ o� H. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. 70.67, 6.00'R N I 0.48% 30 42.96 PC 41.67 \ ~ 19+00 t E ,+60.69, 48.00'R •s _ d� 43.00 prop 41.75 PC 5 d i` TOE ToP +60.69, 51.50'R KEYNOTES � of +87.67, 27.00'R � 0 1 � 42.87 EP rop \;,Op \ �i I 2 - 43.03 PT p1 t P +44.19, 51.50'R 1. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC \ r \ +66.21, 18.08'R 43.00 STANDARD DRAWING SD-701A. ro°F \r 42.08 POC o s ' 42.90 PC p1 '\°� ToP +27.69, 51.50'R op u� 43.33 POC/GB +9 9, 8.00 R d 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD +50.00, 25.52'R , = roF \ `O _ +85.43, 19.73'R 7 6 1 / 42.98 PT rop \ rop \ - - - _ _ _ _ ' 3 _'_ - - - - - ToP 43.01 TOCI SUPPLEMENTAL STANDARD DRAWING SD-701. +27.69, 48.00'R \F ,+17.80, 36.51'R 42.45 FL 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Jo ;lop ro rop \ 42.61 POC BLOCK 5 TOP /TOP +25.95, 36.51'R ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. o To\�rop \ +50.00, 22.94'R O / SOP sO�/ 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC TOP �F TOE STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES To�o Top` - /TJOE�TOP PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES To\TOE Top_ - _ - - -Top TOp/ SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE TOP - - _ _ - - Top TOE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) `T0op TOE -Top TOP- TOE-T°p/ AND SHALL BE COLORED 'TRAFFIC YELLOW. T0- TOE TOE- TOP TOP TOP TOP -TOP TOE-T°P- rop Top TOE TOE TOE o C_:i TOP- 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE Top Top Top PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132B. LLJ BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM J WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. IL W. SA N R E M O ST./ N . GRAND LAKE WAY PLAN AND PROFILE PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO Q BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. O p[ 0 30 60 90 0 3 6 9 7. INSTALL 4' WIDE VALLEY GUTTER PER ACHD Z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SUPPLEMENTAL STANDARD DRAWING SD-708. z z z O aQ � a > O z � p = w Q co < � �: 0 w w � z Oo Q Q i � 2553 2553 z 0 < L0 w - C� L00 0 : Q z O 2550 + 2550 N NN II ~ O ,n U) N � O// L L.I 0_ N Z d I..f� N 2547 w II 2547 Q a J o Eli v 0 W W H m Z L j x N M d z 2544 FINISHED GROUND 2544 E AT ISLAND REFER TO PLAN FOR ELEVATIONS. -0.42 ° 0 0.48% -0.42% a z 2541 2541 0 EXISTING ROUND Q N O N Q 2538 2538 z Y J g E N G I N E R I N G EXISTING GROUND CENTERLINE 2535 FINISH GROUND CENTERLINE 2535 9233 WEST STATE STREET 'a PHI ON E(08)6 9-6939 o kmengllp.com O ^ N N r0 QO Or n N 00 (0N 00 � 00 O ( d' r- n O (V 0) r d' r' N r N N W Co Oo � o N � co 0) - N - o rn � co . un . It N - DESIGN BY: LCKO O O O O O O ON O OM O O rIt 't ) O ON ON ON ON O O NN N N N N N o Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln In Ln Ln Ln Ln N Ln Ln Ln Ln Ln Ln Ln Ln Ln � Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln DRAWN BY: LCK/SRM 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 z a CHECKED BY: LCK a o DATE: JANUARY 2021 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 PROJECT: 20-125 F- SHEET NO. V Q N N O N 2 SHEET LEGEND �SS\pNAL £NC m = I SEE ROADWAY PLAN / ' �ELE. & DESCRIPTION FINISHED GRADE ELEVATION LENS SEE ROADWAY PLAN o I SHEET C2.0 40.93 TOC SHEET C2.3 STA., OFFSET SIDE +30.09, 36.451E I I 1.50% 16860 40.36 FL FINISHED GRADE SLOPE O I I BLOCK 1 I J, 2125122 0 I +30.09, 28.401E I •� � T � Q SEE ROADWAY PLAN `" I `. � I I 28 40.89 PC I p I �� qTF OF \OP w +19.50, 27.001E Q I GRADE BREAK SHEET C2.6 I o z 41.35 LIP I C. K\\J Q +97.25, 32.231E 40.97 CL I z BLOCK 3 I i I 42.27 TOC I c 1 I I 41.69 TOC 41.660.00' I I ---------- SAWCUT LINE 10 I D II +06.01, 36.90E+5362, 27.89E m +08.50, 0.00' 41.74 FL SEE DETAIL SHEET C2.11 0� 0 41.25 LIP I 41.25 FL 41.68 I o +53.62, 19.741E �a' I +23.75, 32.231E 42.10 CL/INT +06.01, 28.751E +02.50, 6.001E 41.87 LIP I 42.16 PT/GB 41.87 TOC +60.50, 0.00' I41.38I I SHEET NOTES I D BLOCK 1 m 41.68 PT/GB GB +96.87, 27.751E z I +65.10, 18.001E p �' +14.99, 36.901E I 11. +17.50, 27.001E +92.50, 27.001E 42.27 TOC I D 42.07 CL/GB 1 6 41.32 FL X O _ o 12 SD 41.76 CL/GB 41.73 GB I A. SEE SHEET C1.1 FOR GENERAL, GRADING, ACRONYMS +83.58, 27.891E I I +65.10, 0.00' 00 42.80 rPT +14.99, 28.751E \ 0.00' +92.50, 6.001E I AND ACHD NOTES. 41.74 FL I 42.22 PC a,Ln r +44.35, 18.001E 41.97 PC R30 \ 42.06 / .+83.58, 19.741E +72.34, 18.001E +03.50, 27.001E 4 I B. SEE SHEET C2.8 AND C2.9 FOR SIGNAGE AND STRIPING 41.87 LIP 42.71 CL PT 43.5t MA + i _ Rp 4 T+17,50, - +34.50, 6.00'L_ - -- .. o 42.13 CL/PC / -� a 42.17 PC/GB +40.32, 27.751E +72.34, 0.00' - - - - - _+44.35, 0.00'- - - -- - - - +34.02_18.00'L \ o 1 3 m ��° I o SEE SECTION 3 d i PLAN. o +72.10, 18.001E - - 3 42.02 ^• N A-A, SHEET o C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. 42.07 CL/GB �° Co) a 4 +00.00, 27.001E co ° C2.11 oo +72.50, 0.001E o �\ ` ° v 50'�° I D. SEE SHEET C2.1 1 FOR TYPICAL ROADWAY STREET 4 U' 2 1 A5% / 0 429, 0.45% b\ 2 0.47% 1.80% I SECTIONS. v J .. N. GRAND LAKE WAY o 2 g O o m N I 4 �)�° �° ° f rn w f 1 1 C 7 I 40.76 CL/INT E. SEE SHEET C3.0 FOR LOT GRADING. 'S'� ��9 �`ry Q� 0.449; 43. .0 , 9 0 0.80% 25+00 +34.02, 0.00' O ° p4 0.81% 24+00 L N 0.00% +66.00, 0.00' F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO T ��° \ _ U, 9 00 N 0.60% 1 1+00 - - 1.81 0 0.41% TOLERANCES WILL BE ALLOWED. 23+00 p o o 42.10 CL 0.23% ��° m N. LOCH VALE WAY z 2 p 41%„ S 5 2 / s 42.22 I G. ALL STATION AND OFFSET LABELING RELATED TO EACH z 0.42% N +00.00, 0.00' �'/ sry o +28.50, 0.00' I t� 0 0 0 1 p o SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 0_ o s, T T I I N / WV a, N O g ALIGNMENT. 1 „ y T ... O 2 4 7 42% J p 2 I w 3 �/ , ti9 D4 g�4 0 U 4- i 40% I g I H. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS.4. ~ - - _ ° o U r 42.41 42.80 PT 43.5t MA A +00.00, 27.00'R a I .° o ��9 n z - - - - 4 +95.14, 18.00'R /+44.35, 18.00'R m o BLOCK 6 +34.02, 18.00'R 3 e ^ ��s �° 3rn 3 - - 41.73 FL i 's0 6 41.90 FL oI I I 8 _ °� KEYNOTES N +53.62, 17.50'R +88.85, 17.50'R 0 41.97 PC ° N 50' 4 42.06 4 42.26 CL/INT/GB" I O \ '` R Rap' +34.50, 6.00'R I 1. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC • 1 � +03.50, 27.00'R / ° / +18.60, 0.00' 42.31 TO to"s 42.50 SW o J - • 2'So +53.62, 24.50'R +88.85, 26.00'R \c� B 41.32 FL 41.68 PT/GB 41.77 GB I STANDARD DRAWING SD-701A. 42.36 GB�� -41.77 FL o �, +14.99, 28.75'R 12"SD +17.50, 27.00'R +92.50, 6.00'R ° +18.60, 18.00'R 42.16 GB I 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 42) GB,:D +74.18, 17.50'R 0o M 41.87 TOC I 41.25 FL 41.38 GB I r SUPPLEMENTAL STANDARD DRAWING SD-701. �.50, 18.0O'R - - +65.10, 18.02.19 I I +06.01, 28.75'R +92.50, 27.00'R -dol- 42.37 SW +14.99, 36.90'R -+74.18, 26.00'R d o c' I 41.69 TOC 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ,,, 41.25 LIP I +06.01, 36.90'R 41.71 i &:: I ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. - - - +68.10,v 18.00=TOP I+23.75, 32.23'R I +02.50, 6.00'R - dOi TO dol TOP TOP 141.35 LIP dol TOE I I 41.27 PC 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC dol TOE TOP +97.25, 32.23'R i -TOP I I < I +19.50, 27.00'R d I STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES TOE TOp I I I I I PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES rnP- � m y. I > I 1 40.74 FL +30.09, 28.40'R I I SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) I BLOCK 3 41.32 TOC I AND SHALL BE COLORED 'TRAFFIC YELLOW'. i +30.09, 36.45'R 5. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-710. 6. INSTALL 14' WIDE GRASS PAVERS (GRASSPAVE2 OR APPROVED EQUAL) MAINTENANCE ACCESS ROAD PER DETAIL, SEE SHEET C2.11. 7. INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-708. �_1 N . GRAND LAKE WAY PLAN AND PROFILE N . LOCH VALE WAY PLAN AND PROFILE 8. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE PER ACHD SUPPLEMENTAL STANDARD DRAWING O 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE Z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. z Z J Lu 9. INSTALL TERMINUS BARRICADE TYPE III PER ACHD O Q IL J SUPPLEMENTAL STANDARD DRAWING SD-1132B. LL. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM N = O WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. a PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO \ BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. / O W Z Q mQ � za 0 w Q z cn - J Q � z o � _j 2553 2553 Q Q II= Q a 2553 2553 w 0 2 Lu N = E J 0 + w Q j O cOD O N 2550 00 O Q z =II 2550 q � 2550 N o Q U + C4 + Q M 2550 p '� O �? O N N N H J N � II II II Y dM O O _+ + + O oo w NN - r �N II II N `� cC°o O z z (no N cn0 m ao ao II II Ln + 2547 YLn W N Y0 ui O II � N NN ~Cn I� Qcp � r N N LL Q m C2 J 2547 2547 Y Y Y - N `� o n ° 2547 m II m 0w g w II o W II m m � N � �n � Lr N � � cno V m Q� O� Q� W II W II m o N m No Y � N CAW ow 0Ld < � < � W > W II o II YN (� N 0 Of Qw O > Q �j Of m z 2544 2544 m w � w m II w II a FINISHED GROU D 2544 w o > � w 2544 z 0 J W 0.80% c� w g -0.42% 0.41% - .41% FINISHED GROUND 0.00% -0.60% 2541 2541 0 2541 -0•40% -�.soq 2541 _ 2 ° - - 0 a STORM DRAI EXIS ING GROUND 2538 SYSTE 2538 N EXISTING GROUN 2538 2538 n O z (n Y N Q EXISTING GROUND CENTERLINE E N G I N E E R I N G 2535 FINISH GROUND CENTERLINE 2535 EXISTING GROUND CENTERLINE 9233 WEST STATE STREET o RFINISH GROUND CENTERLINE BOISE,IDAHO 83714 2535 2535 PHONE(208)639-6939 a N �_ N O N r ,`�� O rn rn a 00 ,� 00 kmengllp.com O Cal O N O N O N O N O N O N O N � M � O O a0 O M I� 00 m N 't ,� POIt n n N O 00 rn 0 00 0 00 ao r r cO r n co n r DESIGN BY: LCK Ln Ln Ln Ln `n Ln `n �n `� � `n Ln � L `� L n � `r' � � o � o 7 o ai of ai ai of ai m o N N N N N N N N N N N N N N N N N N N N N d' 4 d' N q- M d- n Pal d- Po - M O� K) O� K) O� ,n n � � L0 � Ln � � � N N CN � � DRAWN BY: LCK/SRM z N Ln N N N N N N N N N N N N N N N N N N N a CHECKED BY: LCK a 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 DATE: JANUARY 2021 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 PROJECT: 20 125 SHEET NO. V Q N N O N 2 SHEET LEGEND �SS�pOL fA,c 01�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENS 40 STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 J, 1125121 0 Q 90�9TF OF \ �v GRADE BREAK y� ---------- SAWCUT LINE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, ACRONYMS MATCHLINE - AND ACHD NOTES. BLOCK 12 O B. SEE SHEET C2.8 AND C2.9 FOR SIGNAGE AND STRIPING < 2 SEESHEET C2 .4 SEE DETAIL SHEET C2.1 1 13 11 /f PLAN. o 18 17 16 15 14 41.39 PC/GB 41.82 POC k G, C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. m m +12.53, 16.50'L +16.40, 16.50'L o I. A I N 41.91 CL/POC I D. SEE SHEET C2.1 1 FOR TYPICAL ROADWAY STREET 39.14 GB 39.14 PC 39.65 CL/POC/GB C 39.94 40.34 40.45 40.68 40.93 TOC 41.47 CL/PC/GB SECTIONS. +00.00, 16.50'L o +65.84, 0.00' +50.00, 16.50'L +50.00, 16.50'L +78.04, 16.50'L +35.04, 16.50'L +90.55, 19.67'L +12.52, 0.00' +16.40, 0.00', 4. +00.00, 16.50'L P l n 39.22 CL/PC ti � p 1 . ` 39.65 PT/GB 40.02 CL 40.42 CL 40.53 CL 40.76 CL/INT 40.63 FL 41.14 c°_ .:� v E. SEE SHEET C3.0 FOR LOT GRADING. 0 33 5 +78.54, 16.50'L_ +50.00, 0.00'--- +50.00, 0.00' _+78.04, 0.00'--- +35.04, 0.00'- - -- +90.55, 15.67'L - - - .+50.00, 16.50'L.- - - +00.00, 0.00' R p�, - - - - - -- - - 2 LOPE SHALL NOT EXCEED 2.0%. NO R33. O : a .:: .s 2 n . s y .. 2 s. l s 5 4. "..s '. s:', 2 s :s e ' , 23 39.21 PC I 50 `L� ' °° , F. TOLERANCES WILL BE ALLOWED. O +12.33, 18.57'R' pp°1� o N 6kp0 �/ Z ,n 0 1 , G. ALL STATION AND OFFSET LABELING RELATED TO EACH +19.509 24.0.26 7R R31.50' p wv ti 1 � SPOT ELEVATIONS ARE REFERENCED TO THE ROAD Q i . 6S- 1 Oo 1 W. TENUTA DR. 1 0 /N 0 ALIGNMENT. N �� 0.40%1 1+00 12+00 0.40% 13+00 14+00 0.40% N 15+00 0.42% o ♦ wLu �\ CA - - N - -i - - - 1 - - - - �� 1 o� H. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. - '�, 0 0 1 0 � 1 3 6 3 1 C � 40q 0.40% Cv N �. KEYNOTES 39.40 POC 0 2 +39.27, 36.50'R .. << . . Rao, O s <.:. 1. ACHD � ��� 41 82 POC INSTALL 3" ROLLED CURB AND GUTTER PER 39.48 CL POC` 2 ,. �'. �. . 2 a'< s:.. •' _ - / - - - -- - - - - - _ _ _ _ - -- -- - _ --- - _ _ -� +16.40, 16.50'R SUPPLEMENTAL STANDARD DRAWING SD-702. +39.27, 0.00' 39.73 CL/PT/GB 39.94 40.34 4 f - 40.93 41.22 CL 41.39 PC GB 39.54 PRC +78.54, 0.00' +50.00, 16.50'R m +50.00, 16.50'R +97.04, 16.50'R +50.00, 0.00' +12.52, 6.50'R U, 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER a o O ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. +59.04, 24.07'R I O It 40.43 41.11 PT 41.14 +92.04, 16.50'R +50.00, 16.50'R 24 of +73.04, 16.50'R I 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O 39.58 PT/GB _ 40.66 PC Q I .< I 40.64 FL GUTTER TO 3" ROLLED CURB AND GUTTER. o +66.21, 18.57'R 0 +78.04, 16.50'R < I +80.51, 18.26'R O z -0I 41.23 TOC O2 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC `n o J +80.55, 26.40'R STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES C o 25 26 27 cD 28 .a j , . BLOCK 3 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES O 4 1 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE BLOCK 1 I I O (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) I AND SHALL BE COLORED 'TRAFFIC YELLOW'. z SEE ROADWAY PLAN SHEET C2.2 5. INSTALL PEDESTRIAN RAMP TYPE "H2" PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712H, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 6. INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-708. O z N W. TENUTA DR. PLAN AND PROFILE z z aw 0 30 60 90 0 3 6 9 O J () LL Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 0 > O z0L C) = w o mQ 2z w Q U) > z Nz O < Q 2553 2553 IQ 0 p � w 2550 N 2550 O Q w N N O 0 LO M � Lu a `n M II O 2547 0 +01 N 2547 Q o L N �( II Q O� m v a ~ N II U W x Q N N H m � 0) N II �� 2544 6N m �� caw 0 2544 m W - Z ui Q Of a 0 Li of J 9 CD W Z 2541 FINISHED GROUND 0.40% 0 42% 2541 0 0.40% a 0 0.65% Q _ _ N XISTING GROUN 2538 2538 Q Z z knill Z Q EXISTING GROUND CENTERLINE E N G I N E E R I N G 2535 FINISH GROUND CENTERLINE 2535 9233 WEST STATE STREET o BOISE,IDAHO 83714 'a PHONE(208)639-6939 o rn LO L N c0 N 00 N o r7 N ,n o ,n 00 ,n o ,n Nto 0 c0 to 00 r O 0o N 00 d- o, r- Q, rn o N kmengllp.com M Oi Lq Oi r 00 N M It � r- 00 0 O M d � O r O 00 O O 0) 0) 0) � 0) 0) 0) 0) O O O Cn Cn CP 0 O n M O M O M O to � M O r) O M O � O r7 O M O M O M O � O M M M M M r7 r7 It DESIGN BY: LCK U7 L0 U7 U) to LO � � � LO 0 LO 0 0 � U) V) U) U) U) V) V) U) N � � it) N 04 � 04 N N 04 04 N Cq 0 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 DRAWN BY: LCK/SRM z z a CHECKED BY: LCK a 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 DATE: JANUARY 2021 PROJECT: 20-125 SHEET NO. s Q N rl O N 2 SHEET LEGEND SS�pO L f HC 01�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENS�c40 'yam STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 41.96 POC BLOCK 2 .. \ +50.00, 16.50'R ,per 1/25/21 0 � 41.96 POC 10 I I o - - - GRADE BREAK OF +50.00, 16.501 ° \ 42.05 CL/POC SEE DETAIL SHEET C2.11 O � 1 I 22 21 BLOCK 1 19 �A +50.00, 0.00'R;, � •. Q SAWCUT LINE SEE ROADWAY PLAN ---------- SHEET C2.5 - 20 SEE DETAIL SHEET C2.11 0 \ 42.26 PT/GB Q \ \ +20.27, 16.501 I " 38.76 PC I /GB SHEET NOTES 42.34 CL/PT/GB 1 I +13.50, 16.501 A. SEE SHEET C1.1 FOR GENERAL, GRADING, ACRONYMS +20.27, 0.00' 1 I n I C 38.84 CL/PC/GB 38.80 PRC/GB o��\ AND ACHD NOTES. \ / 42.06 PC I 1 +13.50, 0.00' +47.26, 39.51'L Lu +44.64, 16.501 41.37 PT/GB 1 I 39.09 GB 39.26 39.15 38.89 POC/GB B. SEE SHEET C2.8 AND C2.9 FOR SIGNAGE AND STRIPING f +07.34, 16.50'L 38.42 POC GB PLAN. o \� OO o +29.12, 16.50'L ° +50.00, 16.50'L +50.00, 16.50'L +45.13, 21.79'L 39.81 / dOl 0 41.72 POC 1 I 40.97 PC I .17 CL GB 39.35 CL 39.46 GB 39.24 CL 38.90 PRC +59.08, 109.53'L/ +64.85, 64.64'L - - c�+86.88, 16.50'L , I +52.25, 16.45'L I16.501C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. 139 +07.34, 0.00'_- +50.00, 0.00'�A - - _ - - - - - - - O\ 08 41.80 CL/POC 40.93 TOC 1• rn � . . ° 2 ° .e: o°• ° � 7 7ne •0 00'° 2 . � � 4 d __ ^ e \ � D. SEE SHEET C2.1 1 FOR TYPICAL ROADWAY STREET _+00.00, +37 54, o `� 2y +86.88, 0.00' +62.58, 22.601 \ y 40.62 FL e . I 2ps4= p ao oy SECTIONS. +63.06, 17.581 No 24"sO \ E. SEE SHEET C3.0 FOR LOT GRADING. N. EXETER AVE. 0.40%'O"o 1 s°s is"sO-0.40% is"s ��"sO s"sO Aso 1 12+00 �s"s� 4"so1-3 0 . \\ TOE- F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 1 b\ 0 11 00 0.62% 42.26 PT/GB ° ,Q e 40.64 CL/LIP T -� N - = = N _ N ° 0\ ��oA` TOLERANCES WILL BE ALLOWED. +20.27, 16.50'R \ .;,. lg� O a �° ^ �O g I+80.04, 0.00' m Z ° kg�l Z / \ 0 829 oG 0' G. ALL STATION AND OFFSET LABELING RELATED TO EACH 42.14 CL/PCB l� �i 1.757. 3 0.86% m I o 0 2�0,62% y 6pg o q 1 ° 5 2 � : P I � r o 1 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD C) C +44.64, 0.00' N N Ln 39.19 CL/PT/GB � ALIGNMENT. _ 1 z �' +70.83, 0.00' 320% I > Lu ° 42.06 PC 0 9+00 w 2 O +44.64, 16.50'R h� �i 40.93 CL/INT ° 4 I 38.90 PT/GB �% �° 1 H. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. - �`�� 0.909; +94.35, 0.00' N m 2 . 2 2A , .. ...I.• +70.83, 14.50'L om oCO �09 4 ,. I w It 10 - 39.09 GB - - -� m--�- gA 39.55 CL/GB - 39.15 - - --- \ R48 0 i � •. N °J 1 +07.34, 16.50'R o +00.00, 0.00' +50.00, 16.50'R I N 83. / KEYNOTES 41.45 CL PT GB _ °' 0 39.26 o pI 39.46 GB 38.76 PC/GB 0 39.22 POC/GB ' , / / Ft2 I O Q +04.01, 21.95'L 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O - - _ +00.00, 16.50'R +13.50, 16.50'R z �p ho +29.12, 0.00' - +50.00, 16.50'R I ° Q 1 SUPPLEMENTAL STANDARD DRAWING SD-702. 41.37 PT/GB 3 J 0 1 39.10 PT/GB E J am } o / O7 1 a o 0.45% 39.11 PRC/GB +29.12, 16.50'R o C +70.83, 16.50'R / 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER 41.72 POC / I °. 1 O `n O2 39.37 CL u 00 +99.31, 44.28'L 41.13 CL PC ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. +86.88, 16.50'R +47.55, 0.00' 1 I ; I 18 +17.74, 0.00' + e BLOCK 3 40.92 PC I I BLOCK 2 39.29 2.00% 2,00y; r 3. INSTALL PEDESTRIAN RAMP TYPE "H2" PER ACHD +17.74, 16.50'R . .. SUPPLEMENTAL STANDARD DRAWING SD-712H, WITH O +62.56, 17.1 1'R 1 39.29 PT TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING z 40.77 FL 1 I I +17.74, 16.501 SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO O$ +65.76, 16.85'R I I I THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS 41.10 TOC NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC +66.08, 21.88'R ! 1 MATCH LINE - YELLOW. 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD SEESHEET C2 . 5 SUPPLEMENTAL STANDARD DRAWING SD-708. 5. INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. W W. TEN UTA DR. PLAN AND PROFILE N . EXETER AVE./ W. CAPRIANA DR. PLAN AND PROFILE o 0 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 z N cc� z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z Q Lu p J J z N LL Q � O Z > O z � a 0 = w o in- co < 2 z = w Q o u > z Q Q z cn Q °c c w 0 2550 2550 0L o v o Lu O N O O 5 O N + ^ O O L < w 2550 2550 N � M 2547 + + `� 2547 N > II + r- � � ova °o 00 rn + �N II II N w Q Y� Q II o0 m Yrn N� cnrn II Qa, ~ O W 2547 �N N N� II Q � 2547 Of �� Ya � � 0 � � Q DC LL m 11 Y YQCt Nc�C) NO 2544 W II O! � � Y � N x N �+..�N °° N 2544 w 0 0 �+�N 0 zul � QZj W II W II Of m Z m o a � ON 0= J o o m II Qf II p AW IN j W Of w � W Q o 0 W Q m � 0 �� W II Of W�i �� craw 2544 " �'W a Z w 2544 0 W - 2541 2541 Z FINISHED GROUND FINISHED GROUND 9 5�0.42% 0.82% 0.6 40% -0.62% 0.60% .40% w 2541 75q 2541 2538 - - - - - - - - - - - - 2538 2.0 % ---- - - EXISTING GROUND-_ - _ _ - _ - _ - - 0 O '� - - D - a EXISTING GROUND a 2538 2538 Q 2535 STO M DRAIN 2535 z Z Y Z EXISTING GROUND CENTERLINE E N G I N E E R I N G 2535 FINISH GROUND CENTERLINE 2535 EXISTING GROUND CENTERLINE 9233 WEST STATE STREET 2532 FFINISH GROUND CENTERLINE 2532 'a PHONE(08)6 9-6939 ao N �n kmengllp.comN O no N 0j Qj O 0j O Lr) 00 O 00 � O N) N N7 0)LO `n `n N r) � 0) 0) N `� � �n �n � o0 ai 00 ai °° of °O a ° o ao ao ao o a of °c ai °° DESIGN BY: N N Ln NLn `0 U) LCK C14 N N N N Ln Mn n Ma to N N N 'n nn nC14Un L n nN n N DRAWN BY: LCK/SRM N N N N N N N N N a CHECKED BY: LCK a s 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 DATE: JANUARY 2021 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 PROJECT: 20-125 SHEET NO. s Q a .4 N 2 SHEET LEGEND �SS\pNAL £NC i 0--l-ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �\CENSFO 'L STA., OFFSET SIDE Q 12 11 1.50% FINISHED GRADE SLOPE T 1� 860 O10 Ln �Z,o SEE DETAIL SHEET C2.11 39.37 TOC 39.07 FL 9 - - - GRADE BREAK �C OF 15 13 +17.02, 15.991E +17.02, 12.001E O C. K 39.12 PRC/LIP 14 39.14 PRC/LIP +14.62, 10.831E +19.43, 10.831E O ---------- SAWCUT LINE C 39.29 PRC 39.38 PRC +08.16, 14.581E +25.88, 14.581E 39.42 39.92 GB 39.51 39.26 PC/GB 39.41 PCC O +50.00, 16.501E +75.00, 16.501E +50.00, 16.501E +01.02, 16.501E +33.03, 16.501E SHEET NOTES 39.50 CL 40.00 CL/GB 39.59 CL 39.35 CL/PC/GB 39.52 PT/GB N 6 +50.00, 0.00' -75.00, 0.00' +50.00, 0.00' +01.27 0.00'. 3 + A. R GENERA GRADING, ACRONYMS - - - - - - - -- - - -- - - - -- - - - - _+58.69 0 m 2 . ; . .. . - -co� B AND ACHD NOTES. 0 m - _, 00' OLu D _ 39.89 B. SEE SHEET C2.8 AND C2.9 FOR SIGNAGE AND STRIPING ° PLAN. o J +50.00, 16.501E 40.99 T ^1 2 % 39.97 CL +25.01, 16.501E C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. 0.40% 0 1 0.40% 0.55% 0 1 0.55% ^ +50_00, 0.00' 41.07 CL N 14+00 y 15+00 - N 1 00 R15' R15' 0.45 0 40.29 +25.01, 0.00' D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET m = ram rts T � reuso T � i eus��s - 0. - - - - _ SECTIONS. m ' o 0 3 140q - _ +50.00, 16.501E 40.99 TOC r o O R15' ° ~ 17+ 1 b�° - - _ - 40.37 CL +15.55, 19.671E 40.69 N 1 N 1 R15' 00 o E. SEE SHEET C3.0 FOR LOT GRADING. +50.00, 0.00' +51.04, 16.501E 40.68 FL ^ z ^ - 40.77 CL +15.55, 15.67'L F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO l 1 ° V' Cq - - _+51.04, 0.00' m - FRIANq DR TOLERANCES WILL BE ALLOWED 2 - _ - _ 40.93 CL/INT N 0 00 +8 18+ _ o N I 8.99, 0.00' G. ALL STATION AND OFFSET LABELING RELATED TO EACH z --- - 39.42 - --- --- 39.92 GB' - --- - - 39.51 - - 39.26 PC GB' - r _ - _ O_ / _ �� SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +50.00, 16.50'R +75.00, 16.50'R +50.00, 16.50'R +99.16, 16.50'R N - - - _ 0.409 1 - - ALIGNMENT. cn I O 39.29 PRC - 2 Lu O 39.52 PT GB - - _� 19 b�° ,a, - - H. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. w ~ 1 +06.36, 14.75'R / - _ +00 0 � 00 39.12 PCC/LIP +58.69, 16.50'R - o wv �a, 2 c� 1 39.89- - _ C'i +14.42, 10.83'R 39.42 PRC u C +50.00, 16.50'R - - - - 1 �° o (V 0 39.37 TOC +34.91, 16.50'R - _ o 04pq r , KEYNOTES o - - - - N o- 20+0p 3 V +17.02, 16.01'R 39.39 PRC _ _ 40.29 - _ �� y_ 1 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD +27.69, 14.76'R 39.14 PCC/LIP +50.00, 16.50'R - - ? 4 N �' SUPPLEMENTAL STANDARD DRAWING SD-702. +19.63, 10.83'R - - o Lu 39.07 FL - - - _ - Os, � Lu 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER 1 3O O O O +17.02, 12.00'R / ° V ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 40.69 PC O L 0 1� r^ 3. INSTALL PEDESTRIAN RAMP TYPE "H2" PER ACHD BLOCK 2 +51.04, 16.50'R ) 0 • v ) SUPPLEMENTAL STANDARD DRAWING SD-712H, WITH o O 8 / wv / 3 2 TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING O / - - Lu SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO 40.71 FL Lu THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS +15.55, 17.94'R / r^ NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC O / s 41.08�TOC / v J YELLOW. / +15.55, 23.45'R / 10 11 :A. HD 40.99 PT 4 SUPPLEMENTAINSTALL 4' IL STANDARD DE VALLEY GD AWINGUTTER ESD-C 08. O +25.01, 16.50'R �<. . SEE ROADWAY PLAN / SHEET C2.4 O z � W. CAPRIANA DR. PLAN AND PROFILE z Q 0 30 60 90 0 3 6 9 O J - LL Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N O O z � 0 = w z co < � Q 0 w z cr) � z o _j 2550 2550 Q Q CL ``' � � Q 00 = oc o - z r- LOw a 06 Q 2547 _<b 2547 Q II Ln v' o N U ' 0 Coo II ON a FZ w N O) Y r7 Y r7 W NLi 2544 II N m Z_j 2544 Q 00 a LLw a CAW Q �j Of J d ft� J CDW x 0 W N M z 2541 FINISHED GROUN •40% 2541 0 a 0.40% z 0.40% 0.55% 0.45% V O 9 Z 2538 � 2538 a D Q 0 a STORM DRAIN 2535 SY TEM 2535 Q z Y J Q EXISTING GROUND CENTERLINE E N G I N E E R I N G 2532 FFINISH GROUND CENTERLINE 2532 9233 WEST STATE STREET o BOISE,IDAHO 83714 'a PHONE(208)639-6939 o 0) 00 r- O N N r7 cO 00 Ln r, O Ln c0 � (0 r7 r 0) 00rn ' O L1) M 't °' Lfl ' (0 L1) ^ °' ao ao M kmengllp.com r7 . Ln . (0 . 00 0) . 00 . r . L0 . r7 `4: Ln (0 O) r 00 O O 00 00 0) � 0) 0) 00 00 00 0 00 00 00 00 0) C3 O 0) m C3 0 m In r� r) r7 "� r7 r) "� r7 r7 "� PO r7 "� PO '� r) M r) M M ' r) r1) It M "� 4 M "� � r7 r7 It M r7 - DESIGN BY: LCK N In Ln Ln In Ln In Ln In In In Ln Ln Ln Ln V) Ln In Ln Ln In Ll7 Ln Ln 0 N N N � N � N 04 N N � N � N � N C N N N N N N N (N N � cV � N � N 04 N N N C N OV N N C4 N 'n o N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWN BY: LCK/SRM z a CHECKED BY: LCK a 0 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 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 DATE: JANUARY 2021 PROJECT: 20-125 SHEET NO. V t] Q 0 .5 N 2 SHEET LEGEND SS\pNAL £NG 0--l-ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p \CENSF STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 16860 JT 2125122 o Q Q i GRADE BREAK OF 41.87 LIP Lu +23.04, 21.732E I Q SEE ROADWAY PLAN I ---------- SAWCUT LINE BLOCK 1 42.27 TOC I SHEET C2.2 O O � +14.27, 26.402E � � o 0 41.71 FL Q ~ 3 I s�. +14.27, 18.252E 42.07 PC SHEET NOTES +02.78, 16.502E z 41.09 41.55 PT/GB U 41.82 - o o A. SEE SHEET C1.1 FOR GENERAL, GRADING, ACRONYMS +50.00, 16.502E v AND ACHD NOTES. 41.17 CL a' +57.23, 16.501E O +97.78, 16.50'L / °. o 0 +50.00, 0.00' o_ 41.64 CL/PT/GB 4 : °. ;�' N 00 I B. SEE SHEET C2.8 AND C2.9 FOR SIGNAGE AND STRIPINGLu 41.22 PC/GB +57.23, 0.00' -- - - - °p °' o $ PLAN. o SEE DETAIL SHEET C2.11 !111 4 +83.82, 16.502E � � � ` � � �°` :° I � � ~ C. s 2 N o o C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. i IPR n D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET � o � 9 142.26 CL/INT � o_ SECTIONS. o 77-22+0 +50.78, 0.00067 C\i - i o E. SEE SHEET C3.0 FOR LOT GRADING. o ° F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO q° o 3 ��►`/ I TOLERANCES WILL BE ALLOWED. 2 0 1 cv 03q 1'/ U1 -0 G. ALL STATION AND OFFSET LABELING RELATED TO EACH z0 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD _ n �(� p� N o BLOCK 6 ~ ALIGNMENT. N �J Lu / 2 o6 Q > ��� / -�-° 41'.91 CL- - 4 �"s 1 H. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. ~ �A \c, w m+97.78, 0.00' � I o V ` `o�� i41.22 PC/GB o a 41.82 10 \ S m o /�- +83.82, 16.50'R r+97.78, 16.50'R I I ~ r ! P I KEYNOTES PC 41.31 CL/PC/GB -+02.7842.07 16 50 R 0 41.71 FLA 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD +83.82, 0.00' 41.09 41.55 PT/GB `q SUPPLEMENTAL STANDARD DRAWING SD-702. Lq +14.27, 18.25'R o i +50.00, 16.50'R +57.23, 16.50'R 42.27 TOC I ~ 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER gO +14.27, 26.40'R ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. G 41.87 LIP o 0 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND �s BLOCK 3 +23.04, 21.73'R i I o GUTTER TO 3" ROLLED CURB AND GUTTER. z 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. W. CAPRIANA DR. PLAN AND PROFILE 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' O z � z aw O J U- (/) O > p z � 2553 2553 m Q W z 0 w z cr) � z oCL 2550 N to C N 2550 Q Q �, W 0 00+ N 2 Q II - z N II N W Q II N a O Q 2547 M N 2547 Q Y � II N U fk mN wl W II o w Q � W Q O � Q �c 2544 "w 2544 a FINISHED GROUND 0.67% 0.40% 0.45% 2541 2541 z aEXISTING GROUN 2538 2538 0 a Q 0 s a EXISTING GROUND CENTERLINE 2535 FINISH GROUND CENTERLINE 2535 Q z 00 0o 0 00 00 ? 0o 0 0 0N 0N N NOON IC! OP O OC� knil 1 N N NN N N N N N N N N E N G I N E E R I N G 9233 WEST STATE STREET o BOISE,IDAHO 83714 � 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 PHONE(208)639 6939 o kmengllp.com a 0 DESIGN BY: LCK N DRAWN BY: LCK/SRM z a CHECKED BY: LCK a o DATE: JANUARY 2021 PROJECT: 20-125 SHEET NO. V Q N N O N 2 SEE DETAIL SHEET C2.11 SHEET LEGEND SEE DETAIL SHEET C2.11 40.34 EP E ONAL fHC +60.10, 12.201E , �� DENS 43.32 EP D 40.40 EP 40.6t MA 40.11 EP 39.98 EP 39.90 EP �ELE. & DESCRIPTION FINISHED GRADE ELEVATION - 0_+95.54, 3.191E= - - oo - - - - c c ® - - - - - 43.29 EP - ® +50.00, 12.00'L` - - ® +60.10, 0.05'R- - - - -+00.00, 13.001E +25.00, 13.50'L- -+ , •, OFFSET SIDE +97.30, 4.941E 41.65 EP 41.43 EP 41.22 EP 41.04 EP 40.87 EP 40.72 EP 40.61 EP +0.26 75.00,P12.50'L 6860 42.14 EP 41.89 EP +25.00, 9.501E +50.00, 10.001E +75.00, 10.50'L +00.00, 11.00'L +25.00, 11.501E 1.50% FINISHED GRADE SLOPE 43.28 EP 43.11 EP 42.94 EP 42.67 EP 42.40 EP +50.00, 8.00'L +75.00, 8.50'L +00.00, 9.00'L < ,�� 1/25/21 0 +75.00, 6.501E +00.00, 7.001E +25.00, 7.50'L EG EG EG EG EG EG E EG EG EG EG EG EG EG EG EG EG E EG_EG_EG EP EP EP 9 9T pP +00.00, 5.001E +25.00, 5.501E +50.00, 6.001E EG EG EG EG EP EP EP EG EG EG EG EG 0' EG EG EG E Ep EP EP EP EP 0.80% 0 0.39% 0.21% w 0 F OF cP EP EP ' w GRADE BREAK % EPf-1.09% 1.07% -1.05%p b�P_0.98% �0.72% 0.85% 0.76% 0-0.68% 0.52% 0.41% � 0.55% 0.65% 0 0.46% EP EP 0.68 ° - o 1 o 0 ° y 0 40.6t MA c�i y<�N C 27+00 0 28+00 } 1 29+00 1 N +50.00, 0.02'R 30+00 1 ----- --- -- ------ ----- ----- ____ ______ _ _ L.L -- SAWCUT LINE 43.4E MA 43.2t MA 1 43.0t MA 42.8E MA 42.5E MA 42.3E MA 42.0t MA 41.8t MA 41.6E MA 41.4t MA 41.2t MA 41.1 t MA 40.8t MA 40.5E MA 40.2E MA w +00.00, 1.19'L-+25.00, 1.17'L +50.00, 1.15'L +75.00, 1.05'L_+00.00, 0.95'L +25.00, 0.83'L +50.00, 0.70'L +75.00, 0.59'L +00.00, 0.501E +25.00, 0.40'L +50.00, 0.29'L +75.00, 0.191E +25.00, 0.06'L 40.6t MA +75.00, 0.09'R 40.4t MA �40.3± MA +50.00, 0.47'R ' w 40.9E MA -+60.10, 18.16'R +00.00, 0.21'R +25.00, 0.34'R G 43.4t MA +00.00, 0.121E 40.6t MA 'n 40.5t MA 40.3E MA 40.2t MA -40.2t MA w SHEET NOTES +95.54, 1.191E +50.00, 18.18'R +75.00, 18.14R +00.00, 18.18'R +25.00, 18.33'R +50.00, 18.48'R J J 08 40.8E MA - - - -- --- -- ------ --- 0 A. SEE SHEET C 1.1 FOR GENERAL, GRADING, ACRONYMS 1 0.63% T AND ACHD NOTES. TOP TOPEP EP EP EP EP TOP TOP TOP TOP Top- +24.05, 18.17'R EP Ep ` 0.55% 1 ° Z r P � -� �° b� 0.47% � � 1 =o� - --oP- - -op - - -o� - - - - -o�- - �P-- - se �- �e� o� - - �P - - -- �� -- _QP op_ -�P - - - -� - - �P - - 40.70 EP- - �-_- oP -- e� �-� A w TOE TOE TOE TOE O �o U B. SEE SHEET C2.8 AND C2.9 FOR SIGNAGE AND STRIPING TOE TOE TOE +24.05, 20.17'R 40.53 EP EG CEP N O PLAN. o �TOE� TOES _A0 40.66 EP +50.00, 22.00'R G�EG PEEP N oa TOE TOE TOE TOE TOE TOE TOE c - Q C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. +25.39, 21.50'R 40.47 EP 11 EG EP D TOP TOP TOP Top Top do +60.10, 22.20'R 1.00q EG TOP TOP-STOP �o� �o� e 40.35 EP EG2 D. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET �do +75.00, 23.98'R 10 SECTIONS. � \a \\ �o 0 40.34 SW 3 E. SEE SHEET C3.0 FOR LOT GRADING. °q +75.77, 47.24'R� 010 iO..eti �� 40.04 FG - - _ ' ° F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 40.17 EP - ° 3 ° TOLERANCES WILL BE ALLOWED. +80.83, 35.76'R o„ - _ - _ _ N _lop g -+00.00, 26.98'R - - _ _ 40.31 SW 40.00 EP G. ALL STATION AND OFFSET LABELING RELATED TO EACH O 40.17 SW +25.00, 29.98'R 39.87 EP SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +80.09, 47.76'R --a, 9 +50.00, 32.98'R N 38.78 FL +00.00, 50.15'R 40.00 SW ALIGNMENT. +86.79, 36.4;R +25.00, 53.14'R +50.00, 56.14'R H. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. L ~ / E SEE DETAIL SHEET C2.11 39.75 EP SEE DETAIL SHEET C2.11 E 40.03 CL/INT +50.00, 14.501E 39.70 EP F KEYNOTES +00.00, 0.00' +77.22, 14.501E D 39.80 EP 39.79 EP 39.83 EP 39.76 EP 39.74 EP 39.70 EP 39.68 EP 39.69 EP 39.7C EP 39.73 EP 39.78 EP 39.88 EP ' 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 39.73 EP 39.74 EP 40.01 EP 40.04 EP +75.00, 14.501E +75.00, 14.501E +00.00, 14.501E +25.00, 14.501E +50.00, 14.501E +75.00, 14.501E 40.10 EP PAVEMENT PATCH PER ISPWC SD-303 AND ACHD +00.00, 14.501E +25.00, 14.50'L_ +50.00, 14.50'L_. _ +00.00, 14.50'L +25.00, 14.50'L- - - - - - - - - - - - - - _ _ +00.00, 14.041E _+25.00, 13.541E +50.00, 13.04'L_ _+75.00, 12.541E +00.00, 12.041E +25.00, 11.541E ' REQUIREMENTS. w 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. EG EG EG EG EG EG EG EG EG EG E EG EG EG EG EG EG E EG EG EG EG EG EG EG EG EG EG E EG G EG EG EG� uj 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER oz EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP 0EP EP EP EP P EP EP EP EP EP- EP EP EP ' 0.06% 0.04% 0.14% 0.05% 0.02% 0 0.02% 0.1 1% 0.25% 0.35% 0.50% 0.31% 0.1 1% °"P 7 w ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. D 0.03% 0.15% 0.27% O 0.1 1% 0.07% I �^ 1 31+00 1 `v 32+00 1 33+00 1 N 1 34+00 1 35+00 1 w J 4. INSTALL CURB TERMINUS PER ISPWC SD-707. O l 1 40.1 f MA 40.1 t MA 40.1 f MA �40.1 t MA 40.1 t MA �40.1 f MA r40.1 f MA 40.Ot MA40.Of MA 41�40.Ot MA 40.0E MA - 40.Ot MA - 40.1 t MA 40.2t MA 40.3t MA 40.3E MA 40.3E MA - z 5 ASPHALT. WIDTH OF 17' FROM CENTERLINE TO EDGE OF ' +00.00, 0.74'R +25.00, 0.92'R +50.00, 1.1 O'R +75.00, 1.26'R +50 t MA +00.00, 1.43 R +25.00, 1.54'R +75.00, 1.62'R +00.00, 1.50'R +25.00, 1.35'R +50.00, 1.12'R +75.00, 0.95'R +00.00, 1.01'R +25.00, 1.04'R +50.00, 0.86'R +75.00, 0.60'R +00.00, 0.56'R +25.00, 0.27'R . _ _ _ +50.00, 1.63'R _ _ 40.3t MA 40.1 f MA =40.2f MA - -40.2t MA � 39.9t MA - �n +00.23, 18.52'R 6. INSTALL BORROW DITCH, 190 LF, PER ACHD STANDARD r 40.1 t MA 40.2E MA40.0t MA 40.0t MA 40.0t MA 40.0f MA 40.1 t MA 40.2t MA 40.2t MA 40.2t MA ' DETAIL 5. INSTALL 791E x 2'W SAND WINDOW. - - - - +00.00, 18.76=R +25.00, 18.64'R `+50�00, 18.51'R +75.00, 18�67�R Z+00.00' 18.83'R - I- +32.33, 19.10'R -- I , +00.00, 19.49'R +25.00, 19.33'R +50.00, 19.10'R +75.00, 18.86'R/-+00.00, 18.62'R +25.00, 18.57'R 50.00, 18.65'R +75.00, 18.64'R 40.2E MA �4/ _ ___ _- +00.23, 20.52'R LV LF r 7. INSTALL BORROW DITCH, 264 LF, PER ACHD STANDARD (J ) -- ��---- -- ----- ----- ----- ----- ------ ----- EP V ND WINDOW. 40.Of MA �40.Of MA - - -- o -- - - - - - - - - - 8. NSTAILLSBORROWLD DITCH, x285WLSA PER ACHD STANDARD __ _ __ _ 0.96_% 0.96% 1 _ o rn -or - '0.45%- - - r °-0 1 0.02% ��� y ° EP - �e-0.17%_� N�0.27%-� EP 0.20%-EP 0.16% 0.15% EP-0.20% O _ - +50.00, 19.25'R - EG EG EG ® - - - a a v ° �G EG 4 03% Ep-0.01% o- oP- - - 39.84 LIP o� - o P 0 ° V 39�70 LIP 0, 19.38'R- �� o� ° oP op oP - �� - OP oP oP oP OP H, F. r7j� O O EG EG 73 93 FL 1 Q DETAIL 5. INSTALL 801E x 2'W SAND WINDOW. 37.79 FL m N +75.33, 34.00 R +89.33, 34.00'R 4 43 N 85.33, 47.00'R 9 STANDARD MrEtG EP EP EP EP EP y0 39.57 GB :.,' .:.. ::.• ..'.: `. 7 :.`:: : .•` ;` '•:: .•:. :.:.:..:. +0 00% 34 DETAIL 5. IINSTALLD43'L x1 2'W LSAND WINDOW. rn EG EG EG EG EG +32.33, 34.00'R 1�° 10. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE O 0.00% 2 a 6 - ..: ••...•.. ..:.:.... .:•:. .•.•;.-^-..�:: . •...-:•. •. .•. - EDGE z °� o ° 3 � o' PER ACHD SUPPLEMENTAL STANDARD DRAWING N ° . SD 1 132A BARRICADES SHALL HAVE THICKENED Z 40.25 PC - -- - - - - +75.33, 36.00'R R301 40.11 PT _ 39.89 EP 39.88 EP 39.92 EP 39.99 EP 40.05 EP -40.09 EP 40.16 EP 40.20 EP -39.15 FL - ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE +89.33, 36.00'R +25.00, 24.50'R +50.00, 24.50'R +75.00, 24.50'R +00.00, 24.04'R +25.00, 23.54'R +50.00, 23.04'R +75.00, 22.54'R +98.67, 22.07'R +25.00, 32.06'R DIAGONAL DECALS, PAINTED SIGNS NO LONGER ALLOWED. z a ° 39.72 LIP 39.90 SW 37.93 FL 39.93 SW 40.00 SW 40.27 SW _._40.54 SW g 40.60 SW 40.66 SW ,9ti 40.73 SW - O J 11. INSTALL 4' WIDE ASPHALT RAMP, 2" ASPHALT OVER 8" 39.78 EP- 39.71 EP - - - _ _ _ _ o +94.33, 36.00'R o g „e +25.00, 47.00'R--+50.00, 35`50'R +75.00, 47.00'R +00.00, 47.00 R +25.00, 47.00'R +50.00, 47.00'R +75.00, 47.00'R +98.67, 47.00'R +25.00, 47.00'R OF 3/4" MINUS CRUSHED AGGREGATE BASE MATERIAL. N 39.82 EP - �� 39.82 SW 0 39.71 EP" 37.93 FL 39.89 SW +00.00, 36.00'R +25.00, 36.00'R o ey cn O ~ z °jl„9 '+50.00, 36.00'R +75.00, 59.00'R +99.33, 34.00'R +16.08, 35.50'R +50.00, 47.00'R 12. INSTALL 14' WIDE ASPHALT RAMP, 2" ASPHALT OVER 8" 39.80 SW 39.84 SW 39.86 LIP 0 40.09 SW 39.28 FG OF 3/4" MINUS CRUSHED AGGREGATE BASE MATERIAL. - z +00.00, 59.00'R +50.00, 59.00'R � +00.00, 47.00'R +10.08, 35.50'R C = L u Q TOP 39.73 SW 13. INSTALL 14' WIDE GRAVEL ACCESS ROAD TYPE 1 PER Co Q C In- to - - 37.79 FL 39.80 FG z A n. � 39.89 EP ISPWC STANDARD DRAWING SD-304. c �+25.00, 59.00'R Q +64.33, 47.00'R +70.33, 47.00'R N -� p � +08.84, 24.50'R � LJ..I Q °sL§ 12 12"SD ,� F cn • > SEE ROADWAY PLAN z O Q SHEET C2.0 N Q � u W U w m O2 Qz N o SEE DETAIL SHEET C2.11 Lu Q 39.91 EP Cj +18.50, 21.921E 39.82 EP 39.40 EP ~ O 40.19 EP +50.00, 20.991E +69.41, 20.421E `�' +06.26, 9.92'L EP EP 40.19 EP 40.23 EP " +75.00, 1L 41E �, 39.95 EP 39.86 EP 39.70 EP 39.55 EP 39.39 EP 39.24 EP 39.06 EP 0.00, 10.041E +81.17, 8.421E '-EG EG EG EG EG EG EG EG a EG EG EG+00.00, 80051E +EG.00, 7.5 EG +50.00, 7.05'L +75.00, 6.55'L +00.00, 6.05'L N EP P°.,,_ EP EP �- EG EG +24.10, 5.571E m 0"-0.15% 0.33% 0.36% 0.50% . �%��''- EP-----, ,REP -Ep �EG E EG 39.10 EP _ 0 3 °�0.64% ° - - -0.59% EP�0.77% 0.54% 0.64% EP 1 04 36+00 1 37+00 - ----- +25.7 3.86 40+00 Z 5 'L 0 -- - - ---- ---- -- - -- ------ N----- ------ ---- Z T 40.4E MA 40.3t MA 1 40.0E MA 39.8t MA 39.7E MA 39.5E MA 39.2t MA 1 39.3t MA 1 +25.75, 1.86'L 38.75 EP +75.00, 0.121E +18.50, 0.411E 40.1t MA ;+00.00, 1.06'L +25.00, 1.22'L +50.00, 1.38'L +75.00, 1.531E +00.00, 1.69'L 38.91 EP - - r +62.08, 17.64'R- +75.00, 17.04'R 0 40.4E MA 40.2t MA- -+81.17, 0.92'L 39.46 EP rn r 40.4E MA 40.2t MA 39.10 EP 38.84 EP 38.78 EP 38.72 EP 38.72 EP 38.89 EP 38.92 EP w 40.43 EP +06.26, 0.311E +50.00, 1.001E +75.00, 18.37'R 38.97 EP +00.00, 0.261E +69.41, 0.83'L +25.00, 17.95'R +76.08, 17.52'R +00.00, 17.50'R +25.00, 17.53'R +50.00, 17.33'R +06.81, 16.82'R +10.81, 16.80'R w Z +75.00, 20.08'R +50.00, 17.74'R EP E EP i EP EP EP EP EP EP EP EP P o �G - EG EG EG EG EG EG EG EG E EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG-EG-EG-EG-EG-EG a I OP - - 0 -- -OP OP - - OP - - -0� - - -6P- - - O1T - -Op- - - -pp - -ol- - f - - -0 � -- - v OP- �--6p 9P o o^ C3P- 9 A 44FL 1.00% x 1.00% m : .. s .• ^12 9 00%�" 1 1� 1 00% a 38.80 FG rn +27.82, 773.46'L3 rn 37.14 FL a +83.08, 28.47'R 39.16 EP +10.94, 42.00'R v, ° 'O a. C n. �. .� n .G. ,n 3 p ..n°. .. .. ° 3 n �: ° n °• .n •° ��On ° p 3 o�. ° o ° n n. �° 'o ..n � ° •n p ° ° 4• � � P °.. �•. '° n ° 10 .n jA Z 40.33 EP 40.24 EP - 40.17 EP 40.09 EP 40.00 EP - 39.91 EP -39.69 EP - -- - - - 39.27 EP -39.44 SW - - -- - -39.1 1 SW -- - - - - - -- - -39.06 SW - 39.16 SW 36.68 FL a _ , +00.00, 19.90'R +25.00, 19.71'Ro �1+50.00, 19.51'R +75.00, 19.30'Re -+00.00, 19.04'R +25.00, 18.77'R +50.00, 18.57'R-is„av so„ev +00.00, 18.16'R-e:,,9+25.00, 47.00'R i „et, 38.77 FG +00.00, 47.00'R, 10..P'1 +50.04, 28.12'R +75.00, 47.00'R is„a -+09.95, 47.00'R- ,< E N G I N E E R I N G L39.63 SW 39.31 SW +28.51, 644.66'L 36.68 FL 9233 WEST STATE STREET � 40.73 SW 40.65 SW 40.56 SW �40.46 SW 40.36 SW 40.27 SW 40.04 SW 39.81 SW 39.06 SW 39.18 SW o3714 +75.00, 47.00'R +00.00, 47.00'R +25.00, 47.00'R +50.00, 47.00'R +75.00, 47.00'R +00.00, 47.00'R +50.00, 47.00'R 39.17 SW +71.54, 28.00'R +00.00, 47.00'R BOISE,108)6DAHO 9-693 Y +00.00, 47.00'R +25.00, 47.00'R +50.00, 47.00'R 36.68 FL +50.00, 47.00'R PHONE(208)639-6939 40.81 SW 39.33 FL 36.88 FL +76.08, 47.00'R 36.94 FL 3 13 +28.54, 28.23'R +82.00, 30.75'R +55.08, 28.70'R 39.25 SW 39.06 SW +99.87, 27.86'R kmengllp.com 0 +75.00, 47.00'R 40.37 FG G 38.83 FG m " 39.58 FL +62.08, 47.00'R +25.00, 47.00'R / DESIGN BY: LCK +30.81, 342.67'L +28.64, 628.66'L +68.00, 30.89'R I N ;; ;; DRAWN BY: LCK/SRM z z a CHECKED BY: LCK a o DATE: JANUARY 2021 u PROJECT: 20-125 z N . BLACK CAT RD. PLAN SHEET NO. Q 0 20 40 60 C2.7 Plan Scale: 1" = 20' a N 2 SHEET LEGEND NAL LJL A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR ADDITIONAL �Sg\O fHC/ W STRIPING AND SIGNAGE INFORMATION. LENS D - -- - - - - - - - - - - - - - - - -- -- - - - - - - o o - - - e ° o o e e - - e e o o e e ®® e e o - cc - - oo - - - o - cc - - -- - - -- - - -- - - -- - - -- - - ® ® - - - ® - - - - - - ® - - - - - - - - ® - - - - - - ® - - B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH 16860 W POLICY AND EXISTING PAVEMENT MARKINGS. 1125121 EG EG EG EG EG EG EG EG EG EG EG EG EP EG EG EG EP EG EP EG EP EG EP EG EP EG EP EP-EG J C. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST ����qTF OF EG EG EG EG EG EG EG EG EG EG EG � EG � EG � EG � � � EP � EP EP Ep EP EP EP EP BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE y S� EP EP EP EP 17 1 0 RIGHT-OR-WAY PERMIT. �/�/ C. Y, EP EP � � � � 27+00 28+00 29+00 30+00 - - - - - - � - - - — � — `�- - - , � - - 17 — � - - - - - - � - - - - - � - - — — — — — 5 SHEET LEGEND 6+00 G ' O 4" YELLOW - NO PASSING W ZONE Lo 7 17 N. BLACK CAT RD. 8 W 14 (� O 4" DOUBLE YELLOW - STRIPED MEDIAN �- TOP TOP TOP TOP TOP TOP —�—EP EP EP _ _ _ _ TOP—r —� =01r - --Op- - - - - -p� - - Yjp- - -0�- - �P-- - 9P � - - �P - - -- �� -- _- --� - -�P - - 0� — — �P — — — ��—-0t� 9�---1--0R----I-AP $P 9P�� o-- w TOE TOE TOE TOE TOE TOE TOES op EG ��EP ^^ W 14 - - - - - - - - 4" WHITE - LANE LINE o TOE AEG CEP I Z O EXTENSION �EG� oa OE TOE TOE TOE TOE TOE TOE TOE o �O� —EG EP i- \ EG 17 G EP J TOP TOP TOP TOP TOP TOP—� ;°o\ 010 A EG 15 8" WHITE - TOP roP ( / CHANNELIZING/BIKE LANE dOa \ \ a U 1 7 4" WHITE - RIGHT EDGE : P ° O 010 _ ID„ati ID„ati — — — — — — Q KEYNOTES/ N 77 as _ _ Top to"s - - 2 1. RIGHT TURN ARROW PER ACHD STANDARD DRAWING TS-1 1 13. z 10„9ti IC N Lu W H 1 LL a J 1 0 20 40 60 EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG 17 EG EG EG EG EG EG EG EG EG EG EG EG EG O Plan Scale: 1" = 20' EP EP EP EP EP IfEP-EP-EP-EP-EP-EP-EP-EP-EP-EP-EP- EP-1EP-EP-EP-EP EP EP EP G EG EG EG EP EP -A O EP EP EP 1 z Din in 12"GI 12"GI 12 —Lo O 31+00 32+00 33+00 34+00 /35+00 O - - - - - - - - - - - - - - - - Co a= � W —v � N. BLACK CAT RD. r uj V) 15 I 0 G� z z< �. w rn - - -�- - - 100'- - - -- - - -EP EF - - -V _IEP —� - - � - -� - - -- — - - - — c.EP EP EP � — EP— � —� — - — — Op — —O� — — Op— — —� — — -` —hp _ OP OP OP Op 0 OP OP OP OP OP OP "�� pr,- �� ��-EG �� EG_0� OP E OP — ' 1 1 EG EG EG EG EG EG ��' — rn EP EP EP—EP—EP EP rn EG EG—EG—EG—EG 17 G in EG ° a ° � � n ° p ate. e 4 R C D p $ p � Z v / / — —— — — —— — — —— — — —— — — —— — — ——— — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — — — — — — — — — - z z . . °�. o.• a / Q z Q Q \:p° p p° o !' ° 0 b 110"8ti 8b 0„8b 0 8b 10..Sb 0..84 10..Sb 10..8b 10..Sb 10.,Sb 10.84 ` — - - -- - - -- - - -- - - -- - - -- - - - -- �A — I p 0„8b 0,8b 0„ b 0„8b w 10„8b 10„8b 10„8b 10„8b 10,84 10,E � - I I > O ~ Z D�� I � I — z oXw z C M I .° za 1 0 = w in o � �I D rr N I N AMI Q 0 m I . . ' of w\ Z TOp� I I 4 12"SD SD 12"SD r-i a I N / Q � z p � SEE PAVEMENT MARKINGS AND SIGNAGE PLAN SHEET C2.9 Q z w 0 w — Q I D � Q � ° w I Or, w o 2 w � a O � a °C X ' I �EP EP N D 17 z EG EG EG EG EG EG EG I o EP EP EP EG EG EG `� EG EG EG EG EG EG EG EG EG z -- _ — - Ep EP EP EP EP EP EP EP EP 36+00 37+00 40+00 — — — — — — — — — — — — — . BLACKCATRD. — - -�� — Z r rn r Lo V a Er EP EP P EP—EP—EP—EP—EP—EP—EP—EP—EP - rn o G EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG F,o N I - - oP - - OD- - -OP - - OP - - OP - - 0 17 —0� - - -6P- - - - - -Op- - - -pp- - -off b1� - - � - - v� -- - vr}—�-eP oQ vp eP m ^� �P c3P--�—e 9P�—o N rn 36"GI - z z rn ° � : . °. a. .. a ° n. a. � p a .' P p, .pa .. p a pn . �' ° n . . °•', �, Q .� Q' p .. p° ° p .n °.A z —10„sb 10„8t 10 84 10"8ti 10„Sb 0„8y 10„8b 10„8b H 10„84 10„8b 10„8b 10„8b 10„8b 10„8b 10„8b 10„817 10„817 10„8b 10„8t 10„8b 10„8b 10„8b 10„8b 10„8b 10„8i 1--1 10„8 10„84 10„84 E N G I N E E R 1 N G 9233 WEST STATE STREET z BOISE,IDAHO 83714 a 14"W— PHONE(208)639 6939 zI N kmengllp.com o N I �^ / DESIGN BY: LCK ti z N I DRAWN BY: LCK/SR M z a CHECKED BY: LCK a o DATE: JANUARY 2021 u PROJECT: 20-125 SHEET NO. s Q N rl O N 2 TOE _ _ / SHEET LEGEND 'roe _r AL pm - - - - \ S _TOE —;oP — — — \` ; A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR ADDITIONAL �Sg\ON fHC/ .11 TOE —TpE —rOP — — — �_ p _T _TOE \' STRIPING AND SIGNAGE INFORMATION. OTC �oENS 'y OE — TOP .:... .. TOE _TOE_ -Lop roP — — — — — B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT TOE TOE — _�TOa — — — - ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH 16860 s _0�p— _TOE _TOE _ — —_ Top — _��� 1125121 p T _ POLICY AND EXISTING PAVEMENT MARKINGS. u — EG EG oPTo__ TOE TOE rpE_TOE _ - - _�-�p�—Top C. BORBONDDEDIWIOTH ACHDN SIGN IANDLOBTAINOATNOECHARGELERS MUST �C)TF OF OE EG rpm TOE TOE — — — —�Top _ RIGHT—OR—WAY PERMIT. 1/�/ C �(\N —TOE _EG —T _TO —TOE — — w —TOE_T_Ec OE — OT P 0=_ TOE —roE of —� _����� SHEET LEGEND coTOP P `TpE`I d01_ TOE TOE TOE _ _ W a d01 \ FC oFop E_ _TOE — — — —TOP TOP _�� —_ 4" YELLOW — NO PASSING — _dpl rOE _ wp TOE_ —TOE= — — — _ — — _TOP __�� O ZONE _ — _ _EG Op TOE_ TOE— — — _TOP ` ro I I — — — — — _EG \pp OP TOE—T TOE= _— — _ _ —Tpp _ _ TOE — _ \ _ — Tpp P_ —TOE __TA€— — — r0p _ OE _ 19 24" WHITE — STOP BAR W _u I I I I o _EG_EG TOp— _TOE TOE FIVE MILE ERC EK E—roE— — — TOP_TOP _ w pe _ a /J I TOE—TOE=EG_ �o— TOE_ TO-- — — `Top r c / / TOE— EG_ TOE— — —r2.E — _TOP w 2 8 W I 17 °Q TOE—TOE EG_EG �bp� TOE—TOE _ _—TOE — rOP TOP _ a 16 �'� TOE — — — — Top— 0 50 100 150 °,' TOE EG TpP� — TOE _TOE _EG �_�_ TOE_ — E _ rOP _ / TOE — =°_=— _ roP_ Plan Scale: 1" = 50' Y: r — / ao BLOCK 1 11 TOE_Ep_EG �°f' ��_ _TOE — �_ — - - — TOE — _ pp E —TOE — _TOE s `TOP °P O _TOE E�EG____Op _01'—�Tgp� —TOE — �_ 14 roE ro EG TOE r°p E r0 ------- EG `TOE TOE \ cn w \ 12 _TOE EG_ � TOE -lu [] /:....O \ _TOE EG_EG TOE_ EG_EG r��qe rOE_TOE �T I T°p \� Lu TOE I I W N 15 O TOE=EG \OT_O of \� w W V 18 I 10 8 TOE--__Ec\p\�1' R l0. \ — \' O 10 wo W. CAPRIANA DR. W 16"SD - 6"3B'!16° �o-15 8"?51-1'dt'S[9'!FB"SD W 19 I — K I .. _ c — — — —— — -- - - -- - - -- - - — — — —— — --- - - - — _ _ / W — /. 41 II I I - - — g � � • BLOCK 6 Lu Lu °� I WI � 21 I oac � I 10 /::�• . / �� .. .ti.: / "/ r-I NIw 1 / zz I ' ol Lu O Ocl� ..• _ 18 17 16 15 14 13 � O z / z O O O O O O 12 11 //: j/ BLOCK 6 °� Q = W Ur 10LU W I. °° — — — — W 0 Y _ W. TENUTA DR. �Q °� W — SEE PAVEMENT MARKINGS AND SIGNAGE PLAN SHEET C2.8 W 254A ocl� I I I //.•'. / °Q a @ R4-7 E I W I I ` u t.124" X 30" .. / o I /� o F o „02 X „oz I' z , I o X X \ CNN TOP N dOlS /.: I :..� 0 -- — —— — — —— — — —— — — —— — — —— — — —— - -- - - -- - - -- - -- - - -- - - -- - -- - - - - - " I W. SAN REMO ST. :g '0 I � �� . . • - . �� / BLOCK 5 z :. tq7 r. ® 1 BLOCK 4 12"SD 19 12'•SD 'i. ' STOP '• -• '(0P�°/ •(OP I � x41 x� toP�/oP E N G I N E E R I N G N ^ R 1—1 W J Tpp/ lop 9233 WEST STATE STREET z c� ICaJ `• C X I �.31 n ® 20" X 30" O �TpPO—T0� BOISE,IDAHO 83714 ¢ I W W TOP TOP TOP TOP TOP � T - TOP TOP TOE TOP Y 24"GI I 24"GI 24"GI O 24"GI 24"GI TOE TOE TOE TOE TOE TOE TOE TOE TOE TpE—0P PHONE(208)639-6939 U TOP TOP - TOP TOP TOP TOP TOP TOP TOP TOP TOP z Q :: I °Q Tpp kmengllp.com m W N I IR Z _ - - -- - - -- - - -- DESIGN BY: LCK I � .I �+ I 2 / \ r�� r DRAWN BY: LCK/SRM — — — —— — — —— — — —— — — N I �° / // \\ °A CHECKED BY: LCK z \ z DATE: JANUARY 2021 o I I I ' �/ TOE TOE TOE \1 1 PROJECT: 20-125 z I I I a.s ;I m o I I I l o SHEET N0. a s ¢ N rl O N 2 SHEET NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �sS\ONAL £NG, CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION �� ��CENSF10 0 60 120 180 AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY Q� CONFLICTS EXIST. Plan Scale: 1" = 60' B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 860 CITY OF MERIDIAN. sT 1/25/21 �o C. SERVICE — ALL STREET LIGHTS SHALL HAVE ,5, lF OF I - —_ � UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE ��/�/ C. K\� E I Td` -I V 1— s PI � CONTRACTOR VOLTAGE A SHALL DETERMINE CONLL BE 120 OR 240 DUIT T LTS ONLY. `T0f TOE �� J � 6 PI I W s LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL `301 /DE ��_ "PI \ a P� 8" UTILITY AND PAVEMENT CROSSINGS. � / TOE 10p _ �P P� 6"pl _OP woe _TOE SOP _ P� 6"pl 8 S 8 D. METERING — CONTRACTOR SHALL COORDINATE METER OP ` TOE_ _TOE �oP _ _ ��=_ P� _Is'pl 8"'s 8"W LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. TOE TOE TOP _To _— —�'__ Ps s'PI 3 s s e"w WHERE A METERED SYSTEM IS REQUIRED, NEW $ ' s f_ T°E TOP — �� _� 6'P QUARTET NORTHEAST 8"S = s �� TOE _TO ��Oa — _� PS �6"pl 0 8„ DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. z"w � Ec� � TOE_ TOE ��—� Ps 6'pl SUBDIVISION N0. 1 »s s w s 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH E_ END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE u TOE—TO—EG TOf_TOE _Tof— ��oP _=Ps 6' 1� ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY Q ` —_EG OP rOE _ �\ ��—PS 6"PI 6 roE`\ G \oP OP roE` _roE� -�R� �EP_= 6p1� ss HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL _ a ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS _ `° WHEN THE ADJACENT PROPERTY IS DEVELOPED. I d01—d0-6P1 TOE�� TOE` TOE` � P�IQP —t►'—�_ 6 � 1 TO f cry' �FQ TOE TOE VE (E ��TOP PPs 6 PI 32 _ _d0—d 1 fG ' _TO rofM�EEK TOP_ =EFP—EP s PI 3 3 a n I �_ `Ec_ �\ _TOE TOE=� � _ TOP—P� =`EP 6,• 1 2 eo = 1 EG OP Op _TOE TO —� — ` _ —\ 6 p EG oT pOP —TOES p PS 1 \ I /_ EG_— —TOE_ TOP �`ps_ PI�� BLOCK 1 / TOE EG _7�, TOE __ tPP 6„pl TOE EG_—� _TOE -0`_� _ TOP\ ��_— 6""PI� „p 36 Ln T ao ao I TOE EG /�' _TOE DOE `_ TOP _ __ °Q 16 _TOE_EG TOE ` T E OP S EPPs 1 co fi6P_�Q� —TOE E TOP-------- TOE TOP fP 'O TOE TOE _ _ —Pg 35 6A w Lu C: TOp `?o� �°e o 11 _TO=EG_ TOE_ �—_TpE= T _ — s 8�Top �8„ I TOE=—EG TOE Op \ N C 8„ SD P_ O 14 TOE TOE EG A TOE= _="f0� TOP S\8"S --EG TOE 'TOE _ �� T\TOP \\ a s 12 TOE__EG 'TOE m /1 TO _EG -g�� TO =op \ os\sA Q\ I 1 O E_TOE _Ec BAR@P_�� TOE` N 18 N cn 15 9 _TOE=Ec_ � �qP TOE O \TO�O�O / w I O ro O O $ �� TOE_f O�T OP __Oa _\ TOF O °s _ I� II a O 1�� f\GTO\ TOP T TO \ \ \e W 3 O GA \toll, i 8"W = 8"W 8"W 8"W 8" "W 8"W \ FL W. CAPRIANA DR. Ica- 19 16 16"SD 16"SDSD b au 16 S�16"SD 8» 8"S 8"S 3 "S 8"S 6'S 8'S 8"S w II 3 K W S_ 8"W O m G� 38 a 8„S_ 8„w 8 ���� 6Q\ OF T°q \♦ L \ eP o U) s 8"W y \ 20 s = s»w i 6 `ti °F c 712— 8,s00 O O O O O O 8's� W � W - sn IN 10 a 21 BLOCK 2 r3 w z W 0 z 1 p 00 3 o PI 6 P� 6'PI 6 PI 6'F�I 6 PI 6 PI 6 I 6 O N 6"PI 6"PI w 6 u J I Lu 6 1 0 ~ 2 2 X / 10e = w z W N 2�z 18 17 ly 16 15 14 13 12 11 BLOCK 6 �o Q Q m w � ;� O �e ° � a 1 a.'oQ N > _ w �I �00a �Q` 0 L'7 , `� 7 O oyO J aQ a � O wo w : "W 8" 8"W 8 W 8"W 8"W 8"W 8 W = g' 8"W \ � W.TENUTA DR. � BLOCK 3 y Lu � w NI 8"S 8„ 3„s B.,S 3 8„s 8„s $,. $"s 8„s 8,.s 8••s s z 6'A w I ^I — N °y O CITY OF MERIDIAN STREET LIGHT NOTES O G � W NI 6 A' / 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF N THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL 0 Q e` oy O ELECTRIC CODE. Lu Q ae � N 4O O6 `� ` �° 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE 0 6 0 26 27 28 � 0 ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT II= 0 NI ' 25 > O O O 6p\ / y �/ AND REQUEST INSPECTIONS. Q ^I c� �� aooQ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, o I I I eA UO 6p� / AND FOR THE POLE AND ASSOCIATED WIRING. I I J o \� ti�O °� 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND m I I z 6 P 2' MIN. FROM WATER METERS. N o �s P1 �/ �oQ� 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT a i I o TOP 6 PI 6 PI 6 PI 6 PI 6 PI PI 6"PI 6 6 PI 6 PI 6 PI : �ti °� �o DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD Z I COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. I II • 00 12°W Nq 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS I p 12" 12"W 12"W 12"W 12"W 12"W 12"W 12"W 1z"W 12"W = 12" 12"W 1z"W 12"W—12"W /°� °e REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. I °� N I _ I °O w I W u 3. f i BLOCK �o ae LEGEND Y I W. SAN REMO ST. � � 1 / o I g I �I I �2sD °POD INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, o I NI DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST a I Z CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 �I BLOCK 4 O 1z"sD 12"SD 12"SD � STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN a m_ P SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING 1 10 10 10 P 10 P 1 P 1 P .. / HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED GI GGII a I I 3 W Q TOP 7pp l� $ $Ed sO T,Q6F Tp TOP=T_gP p� FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR W �I 24'GI i 24' 24' 24"GI 2 "GI 8 � OP 0 ZS ttj P {$ O ( P STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND op UTILITY COORDINATOR. Z I I IR — — — — — — — — — INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, / \\ DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST E N G I N E E R I N G CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 9233 WEST STATE STREET STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE BOISE,IDAHO 83714 TOE TOE 1 POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE PHONE(208)639-6939 z I I I I I LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR kmengllp.com a I I w m I I STREET LIGHTING) OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND N I 3I I I I I UTILITY COORDINATOR. DESIGN BY: LICK ■ �I I I JI EXISTING TYPE 1 STREET LIGHT DRAWN BY: LCK/SRM Z I I CHECKED BY: LICK � I TOE TOE EXISTING TYPE 2 STREET LIGHT DATE: JANUARY2021 c� w _ _ _ _ _ _ / / PROJECT: 20-125 Z 0 I I; W \ - - - - - - - - - - - / SHEET NO. C2. 10 � I 24"GI N I 2 OL 81' RIGHT-OF-WAY Sg\ 0 E N S D �n 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK 16860 1125121 SLOPE TO EXISTING -V0 TF OF \�P� IN/C• KIN F. \\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\ / I\// // / / / / / / / / / / / / //// \///�//' 1' LANDIYP. /\\\\�\\\/\ \\//\/ \\ \\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\ /\\ \\ /\\\/\\\�/\\/ A VERTICAL CURB 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 AND GUTTER, TYP. 6" VERTICAL CURB, 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE TYP. 9" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION A-A w Q 0 SCALE: NTS 63' RIGHT-OF-WAY 60' RIGHT-OF-WAY 0.5' 0.5' 0.5' 0.5' 5' SIDEWALK 8' PLANTER 18' TBC-TBC 18' TBC-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC 8' PLANTER 5' SIDEWALK SLOPE TO 3:1 MAX. EXISTING SLOPE TO EXISTING z O .. �.. ... , ...... , \ /\ \ e. .�\\/\\/\\/\\/ .:. ,., v. s>t ., .. .._• .. w.. ..... . s .. r •r , � •r.. \\/\\/\\/\\ \ \ \ IIII\`\ / s ss .. `. , s.. - s .. .._.. a..._. .s .•:•...•,. •v.-.... � � ~•�•.:• Ji 4. .'...�« \ \` W \\ \ / 1' LANDING, // // // /\ /� � / 1' LANDING, \/j;///\ / TYP. , , . . TYP. \ \ \/�\/I\/i\// /\//\\//\//\// /� 6" VERTICAL CURB 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 3" ROLLED CURB 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 AND GUTTER, TYP. 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 9" OF 6" MINUS PIT-RUN SUBBASE 9" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION B-B STREET SECTION C-C SCALE: NITS SCALE: NITS SECTION SECTION LINE LINE 25' EXISTING ACHD ROW EASEMENT 48' PROPOSED ACHD RIGHT-OF-WAY 1.0' ACHD SIDEWALK 25' EXISTING ACHD ROW EASEMENT 25' EXISTING ACHD ROW EASEMENT CL EASEMENT CL VARIES PER VARIES PER PLAN PLAN 17' 14' 1.0' FLAT WIDTH VARIES PER PLAN ASPHALT PROPOSED ROAD WIDENING ASPHALT LANDING SHOULDER PROPOSED ROAD WIDENING ASPHALT PROPOSED ROAD WIDENING (WIDTH VARIES SHOULDER 5' SIDEWALK PER ACHD SUPPLEMENTAL PER PLAN) 3' GRAVEL SHOULDER (WIDTH VARIES LANDING STANDARD DRAWING SD-709 HIGH POINT SHOULDER (WIDTH VARIES HIGH POINT PER PLAN) 1 A FLAT 3' GRAVEL (EXISTING STRIPING) 3:1 MAX. PER PLAN) t2% (EXISTING STRIPING) (LOCATION VARIES PER PLAN) t2% t2% EXISTING 2% �_ f2� 2% 3' GRAVEL SHOULDER 2% �- -� GRADE �- -- SHOULDER SLOPE TO \ EXISTING �:;. ,, >se 4: M \ MPX / / / // // lo `� \� /\/ \ • //// T� \ /\ /\ /\ /\ \ \ \ \ \ \5" ASPHALT PAVEMENT (SP-3, 0.50 INCH\ \� GRADE EXISTING\\\\\\\\\\\\\\\\ z \ \\\\ \ \ (1/2„) MIX, PG-64-28) \// // \ / / / / / / / / / / N. / \/\/\ \/\� \ � / / z 6" OF 3/a" MINUS CRUSHED \/\ \ \ //\// ,\\ \\ \\ \\ \\ \i\\\\\\\\\\\\\\\ \ �\ \\:\\\.\\ /\\/\\/\\/\\/\\ \\ \\ \\ \ \\ \\ \\ \ BORROW DITCH PER \` \\ \� Q AGGREGATE LEVELING COURSE\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\/ \/ \ \ \ 3 •• / / / / / / / / / / / / / / J i //�/ �/ 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE\/\/\ \/\/ \ � //\ \/ / 6" OF �'a MINUS CRUSHED 4" OF /4 -MINUS CRUSHED AGGREGATE BASE / / // // ACHD STORMWATER \//\//\//\//\\/ O \ /�/\ \ \\IIII\\\\\.\\\\\\.\\ //\//\//\// \//\//\// / / ` \\/ \\ 'N AGGREGATE LEVELING COURSE, \ \\;\\\:\\\:\\``/\\`/\\`/\\`/\\`/ .\\ IIII\\\\\\\\\\ \\ \\ \\ \\ GUIDELINES SECTION \/ \/ \/ \/\ N \ \ \ \ \ \ \ \ \ \ \ \ / / / 8200 STANDARD \ \ \ \/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ // / / / / // // 26" OF 6-INCH MINUS PIT-RUN SUBBASE /6" OF 3/a" MINUS CRUSHED // �DRAWING DETAIL 5 \ // 26' OF 6-INCH MINUS PIT-RUN SUBBASE \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / \ / \/�\/�\//\ �. V i. 'N� i. V i. V i. V i. i. W i�/////////////////////�///�///�///�///�///�///� \\�\\�\� /\//\ / /\\/\\ \��\\��\\\`i\\\i\\\i\\\i\\\i\\,AGGREGATE LEVELING COURSE \i\\\i\\\i\\\i\\\i\\i\\\i\\i\\i\\i\\i\\i\\\i\\\i\\\ / O z N . BLACK CAT RD. STREET SECTION D-D (STA. 25+95 TO 29+24) N . BLACK CAT RD. STREET SECTION E-E (STA. 29+24 TO 31+75 m a w SCALE: NTS SCALE: NTS 0 w � J SECTION 30' COMMON LOT LINE PER LANDSCAPE PLANS z O Q 25' EXISTING ACHD ROW EASEMENT 48' PROPOSED ACHD RIGHT-OF-WAY 1.0' 0 EASEMENT WALK 50 CM (19.7") SPECIFICATIONS Q L J VARIES PER 16.7 CM (6.6") 25 CM (9.8") CL UNIT SIZE - 50 CM X 50 CM X 2.5 CM �J,J 0 � PLAN (20" X 20" X 1") f" 17' 17' 1 14' 5' SIDEWALK AVAILABLE IN 9 STANDARD ROLL SIZES PROPOSED ROAD WIDENING PER ACHD SUPPLEMENTAL LL.I >_ ASPHALT PROPOSED ROAD WIDENING STANDARD LANDSCAPE BERM UNIT WEIGHT - 510 GRAMS (18 OZ. ASPHALT SHOULDER DRAWING SD-709 OR 2.0 KG (4.5 POUNDS Q 3' GRAVEL SHOULDER (WIDTH VARIES 1.0' FLAT 1.0' FLAT \/�\/j\ STRENGTH - 402 KG/CM (5720 PSI) O SHOULDER (WIDTH VARIES HIGH POINT PER PLAN) \ \ \ \ \ \ \ COLOR BLACK (STANDARD) PER PLAN) (EXISTING STRIPING) LANDING LANDING \ \ \ \ \ \ \ \ Q 3:1 MAX. �- t2'/1: = 3' GRAVEL / / RESIN - HDPE (WITH SOME POST-CONSUMER SLOPE TO 2% - f- t-iSHOULDER RECYCLED CONTENT) Q EXISTING r„�¢si •• - .s ••-.•� , / // // // // // PLAN / \ \ 'W'� \ \\\ 7/7/ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ GRASSPAVE2 SQUARES Q /� \/\ _ \//\//\//N.EXISTING/\//\// \//\/ / \ \ \ \ //\ x \\ \\ \\ \\ \ \ \ \ \ \ \5" ASPHALT PAVEMENT (SP-3, 0.50 INCH N' \ \ \ \\ \\ �\ \_,c\\ /\\ GRADE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �( N ,�//\ \ \//\// \ \//\//\ \ \ (1/2„) MIX, PG-64-28) / �/ /T �� /1 \/ \//\ // \ \// / V / / / / / / / \l\ /`� \ '�� \�\/\ / \/\/\/\/\ ADJACENT GRASSPAVE2 SQUARES \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\\;\\\;\\\;\\ / / / / \\ BORROW DITCH PER i\\ \\ \\/ \ \ \\ Q //\ / // /\//\//\//\//\ 4 OF 3/q"-MINUS CRUSHED AGGREGATE BASE ACHD STORMWATER / / / // � / 7� �f�/r�� OF 3/a" MINUS CRUSHED i �� \/ GUIDELINES SECTION \/\/\/ / \/\/\/\/\/\/ \\/ AGGREGATE LEVELING COURSE \'\\\\\\.\\ /\\/\\/\\/\\/.\ 6" OF 3/a" MINUS CRUSHED \/\ y\\/\\x\v\/ \/\\/\\/\\/\\/\\ 8200 STANDARD / / / / / / 26" OF 6-INCH MINUS PIT-RUN SUBBASE / AGGREGATE LEVELING COURSE/ / / / :DRAWING DETAIL 5 / SEE ENLARGEMENT BELOW \/i\/i\/i\/i\/i\/i\ /\. . , , , , , , , . . , N. /� ,� � \ /.\ /.\ /.\ /\ \ /. . . . . . . . . . . . . . /.\ /.\ /.\ /.\ /\ /\ /,\/.\ /.\ /\ /.\ /,\ /,\ /.\ /.\ O N . BLACK CAT RD. STREET SECTION F-F (STA. 33+10 TO 35+25 �8.3 GM (3.3") HYDROGROW MIX BELOW RING z 2.3 CM 0.9"( ) / � SUPPLIED FREE BY MANUFACTURER SCALE: NTS 6 GM (2.4") / RINGS FILLED WITH CONCRETE SAND SECTION 30' COMMON LOT (CLEAN, SHARP SAND) LINE PER LANDSCAPE PLANS o&°Oo°Coa 0%, °oOoOo� Oo°°° °000 ^moo g oo ' o° 1.0' ACHD SIDEWALK o�°�o� ° , O° °�OOo��° o°O° goo 0 0 25' EXISTING ACHD ROW EASEMENT 48' PROPOSED ACHD RIGHT-OF-WAY °O� 0�08 Oo\°U-km-g_� PLACE 10" OF C MINUS PITRUN N CL g0°off 000o O° °OooO°°000000 o6 o Oo GRAVEL COMPACTED TO 95� DRY EASEMENT VARIES PER o Oo 00 O��g O-00 Oo o O o00 °o moo gQ o00 00o VOoo�oo O o 0 0 o g 000 o° DENSITY. a rE 17, PLAN 17' 14' o ° oo�ob=oo °�o o°° °g8o°o ooOSBoo° 5' SIDEWALK II III Hill Z PROPOSED ROADWIDENING PER ACHDSTANDARD MENTAL LANDSCAPE BERM COMPACTED SUBGRADE, ASPHALT DRAWING SD-709 IIII IIII - g 3' GRAVEL SHOULDER 3' GRAVEL //\/ SECTION SHOULDER (WPERH PLAN)VARIES HIGH POINT SHOULDER 1LANDINGT �1LANDINGT \ \\ \ TOP of GRASS ROOT MASS 6 MM \ (1/4") ABOVE TOP O F RING E N G I N E E R I N G (EXISTING STRIPING) / / / / / / / / / / GRASSPAVE2 ATTACH WITH 2% v3:1 MAX. f 2 - a SLOPE TO t�i SNAP-FIT FASTENERS 9233 WEST STATE STREET o EXISTING _ n _.., , ., ' ° x:. 4; MPX :....,.•:. :'....« /\/\\/\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\j ROOT MASS TO FILL BOIS E,I DAHO 83714 _ �£ }��i / / / / / / / / /'¢ _`� "'•�.�` � MqX• 3'1 / / / / / / /� o o °o 0 0° o 0 0 00° o o GRASSPAVE2 PHONE(208)639-6939 a \ / \ >}• "�'� \ IN \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ �-°O1 808�0�0� O°o0� ° kmengllp.com y Oo Oo}° 00°0°00° 00�°O PLACE 10" OF 6" MINUS PITRUN / \�/ /_ \//\////�//�\//\//\//\//\//\//\//\//\//X\N\//\//\//\// \ \//'/'\//\ o°O DGRAVEL ENSITY.COMPACTED TO 95� DRY DESIGN BY: LCK \ \ \ \ N. .\: . \ \ \ \ EXISTING \ \ \ \ \ \ \ \ \ \ \5" ASPHALT PAVEMENT (SP-3, 0.50 INCH\ \ \ \ \ \ \ \\ \� - \\/ GRADE \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \/\/\ \ \/ _ / / / / / / / / / T / / / / / / / / / / / / / / / / / / / / ENLARGEMENT DRAWN BY: LCK/S RM \// \�\\\�\\\�\\\�\\\i\\\ �\(\\\,\\\,\\ 6\\$\\/\\/\\/\/�\OF/4 MINUS CRUSHED SHED \ \ \�\OR OW{DITCH PER��� -/ /1\// \ // // // //� NOTE: CHECKED BY: LCK o 'i/ \/\/ 3 \ \4" OF 3 "-MINUS CRUSHED AGGREGATE BASE/AGGREGATE LEVELING COURSE /\ ACHD STORMWATER /\/ /\Xl �/ \� �\/ \��%�T �/` �J/ G / // // /\6" OF /a MINUS CRUSHED /4 \\ \ \ \ \ \� \� \� \� \� GUIDELINES SECTION //\//\/ //\// / / �/ 1. CONSTRUCT 14' WIDE (MINIMUM) TYPE 2 GRASS PAVER ACCESS ROAD PER ACHD STORMWATER DATE: JANUARY 2021 y\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ DESIGN GUIDELINES STANDARD DRAWING, DETAIL 3. EDGE OF GRASS PAVERS SHALL BE PROJECT: 20-125 /\/ \� \� \� \� \/\ 26 OF 6-INCH MINUS PIT-RUN SUBBASE // // // // // // // // // // // DRAWING DETAIL5 / // // DELINEATED WITH PLANTS PER LANDSCAPE PLANS. //\//\//\//\//.\//\//\ /\, . . . . . . . . . . . . . .\ /.\ /.\ /.\ /.\ /.\ /.\ /\ /.\ /.\ /.\ /.\ /. . . . . . . . . - - /.\/x\/ \ /.\ /.\ /.\ /.\ /.\ /.\ /.\ /.\ /.\ /.\ /.\ /.\ / SHEET NO. s N . BLACK CAT RD . STREET SECTION G-G (STA. 35+25 TO 38+25) GRASSPAVE2 DETAIL C2. 11 SCALE: NTS SCALE: NITS a GRADING LEGEND SS�pNAL CA,C 301=�301 *-�42.50 FINISHED GRADE ELEVATION �O� �\CENSFD ti »s I TOP Cli ODt 15"SD 15"SD O 15"SO Ln 1.50% FINISHED GRADE SLOPE 6860 TOE_ sO \ < �� 1125121 O o TOE Ol OF� 9TF --2626 --�� FINISHED GRADE CONTOUR C�y��A NSA 6'P II IIII _TOP '`/ C. �(\ ZIP S ,� i w s � -2645- � - EXISTING GRADE CONTOUR 01 P1 I I S1 5 8„w _ - P _� s 8 GRADE BREAK op �`�_�eE �' �==� -' -�E�P� s P� 6 P I I QUARTET NORTHEAST S 3 8»s _�� _ _ I I I 8.. __�eE SUBDIVISION N0. 1 5 S S - - _� PS I III io .,S •1y 2uc) �� �� P' s„ \ � S ' SHEET NOTES - _EP Ps l 8 A. SEE SHEET C1.1 FOR GRADING NOTES. Lu EP - EP_ 6 _ I s Nam_ T36.61 ��� �`` ��� \� -�P \ l I l I s P �- � �� 1�`�� � _ _ Eli E \ B. IMPROVEMENT CPLANS? 7 FOR ROADWAY 2537_ 6 P GB r0\c � �_ ���'� ��t�a�- - =Ps EP 6'Pi \ I I I I I I _ == - GB.33� `Ec ==_`� =� ��� =�Pl _ - ---p_-�6„ I C. 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SAN REMO ST. 2541 � 2 2542 u I I Gj - - - -^•- - - �• � "cn z1 490- -, - - - - - - - -oJIE�i 4 1 " tz"sD `/5 I 2542BLOCK 5 0 �"�oyyy Pj 1 I 11 1 I I 10 I 10 I 10 10 I 1 Pt 1 I N I I � NI I 24"GI 24 TOP 7-,: 540_2 Gt - - - - - -�`- �� - - T =T P�Q�P J I+I I ^I W I oe z III I I / / - - - - - - - - - - - - - � 2Z OD 540/ = II 3 ENGINEERING �I •:I r / 9233 WEST STATE STREET 3 I I s II TOE TOE 1 1 / BOISE,IDAHO 83714 Z I I I� PHONE(208)639-6939 o kmengllp.com II 31 , Im I I o IN DESIGN BY: LCK G ti: DRAWN BY: LCK/SRM Z II i I 1 1 TOE TOE / I g CHECKED BY: LCK Z DATE: JANUARY 2021 y III \�- - - - - - - - G N I I � `- - - - - - - - - - - ' PROJECT: 20125 g II / SHEET NO. IPI I a°y /a TOP TOP .O 24"G N � / O 2 TOE _ # ( ) p_ �61 SHEET NOTES KEYNOTES r � EXISTING GIMH 1 72-INCH _�E_ _�� T _RIM:2540.55 _ _ _�_� -�� _6 P, QUARTET NORTHEAST \ANAL f SUMP:2529.08 - -���ps Ep_ �Ls.P� A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY NOTES. 1. INSTALL SEEPAGE BED (SB #1) PER DETAIL ON SHEET �S`' Nc, T°P �' ��� SUBDIVISION N0. 1 C4.1. \CENSF ti TO INV IN:2531.08 48" HDPE(S) Ps 0 P� E INV IN:2534.08 12" (E) roP= _CEP ���_y,�_ 6 P/ 6.p� B. SEE SHEETS C4.1 - C4.2 FOR STORM WATER DETAILS. INV OUT:2531.08 48" HDPE(N) op - 2. INSTALL SEEPAGE BED (SB #2) PER DETAIL ON SHEET �- �� Ps_-psi sp, C. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON SHEET C4.0. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR C4.1. OUTLET STRUCTURE #1 (4'X4' INSIDE)- �� -tp p __ �6" ADDITIONAL GROUNDWATER INFORMATION REFER TO THE "QUENZER FINAL 2020 GROUNDWATER REPORT - QUARTET 6860 o WITH TRASH RACK TOP �- P s 1125122 0 5 �o�� roE �T EP 6•P/ (QUENZER) PROPERTY" PREPARED BY NRS, DATED OCTOBER 30, 2020. Q A �RIM:2536.30 °P� ��_Ep Ps 3. INSTALL WET DETENTION BASIN #1 PER SHEET C4.2. -y 9T Q v 01 ?OP- _�� s , /� F \� IV 12"W EG�EG SUMP:2531.73 TOES T0E_roe - _ �_�- -Ep Ps_ _� 7-19 D. PROVIDE WATER-TIGHT SEALS AT PIPING ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, AND MANHOLES. `I OF .� - TOE INV IN:2533.73 12" (SE) _ �_0P -�, Ps 4. INSTALL WET DETENTION BASIN FOREBAY #1 PER SHEET \N T(INV OUT:2534.17 12" (W) TOE- - �� ���Ps 6'P� C. Y, y CONCRETE WEIR __ TO EP E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF ROW OR C4.2. OP TOE- ��-_p 6»P I �6" TOP ELEV:2535.10 roP op � -rep �� _�� / WHERE COVER IS GREATER THAN 2 FEET THE STORM PIPE SHALL BE ADS N-12 HP PIPE OR APPROVED EQUAL. > EG �- p \ � =��� 6PiJ� FLOWABLE FILL SHALL BE USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN STRUCTURES. 5. INSTALL WETLAND BASIN #1 PER SHEET C4.2. dol INV OUT:2534.17 (4"0 ORIFICE) _ 7'9P 1 EP Ps i 6" -A' �� P FIVE °E _ - - ��iQp --PS gyp- s' F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM ° �_ TOE E MI L ` -_ _ P", - P� DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED. W I 16.4' 12" ADS N-12 HP, 41 p, roE romp E CREEK T°E _ _ TOP roP -�_ EP 6. INSTALL GROUND WATER OBSERVATION WELL PER ACHD 40.5' 12" ADS N-12 HP @ 0.40% 6 Pi e° �� TOE_ TOE Top ��� EP SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION ® 0.22% - _ \ TOE �� EP BED 5' FROM THE END AND OUTSIDE OF BED A INV. 2533.8 9 P� EG oP roP �� G. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS FOR STORM WATER DISCHARGE ASSOCIATED WITH _ _ TO _ MINIMUM OF 50' FROM THE PERIMETER OF THE BED. S E4-20 I I - - _ 6 EG�EG 'Top TOE roE- TOP r0 CONSTRUCTION ACTIVITY. THIS INCLUDES IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP PLAN PREPARED FOR THIS SITE, REGULAR SITE INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE SWPPP AND OTHER REQUIREMENTS 4 I I O 1 16 6 P'_ EG TOP OP T Te€- p AS SET FORTH IN THE NPDES GENERAL PERMIT. 7. INSTALL METAL END SECTION AND TRASH RACKS FOR INV. 2533.8 7 6 P TOP _ roE POND OUTFALL WITH RIPRAP (8" ANGULAR STONE) 3W I I I I l_6 P� _roE EG�Ec P�o TOE H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND ACHD. OUTLET PROTECTION PER ISPWC SD-628. LINE RIPRAP a NI 17 I / I _6 , TOE AEG �0� -T BOTTOM AND SIDES WITH 8 OZ NON-WOVEN GEOTEXTILE o / TOE _Ec I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN MANHOLES, FABRIC PER ACHD REQUIREMENTS AND OVERLAP (1-FT ACHD ISTORM DRAIN I // / �°Q INV. 2534.8 10 P'_6 pl roE=EG_ YeP�� TOE SEDIMENT BOXES, DROP INLETS, AND OTHER PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH SECTION 8018 OF MIN.). EASEMENT I 7 INV. 2533.8 d �6 TOE EG_ �eP��� TOETHE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. 3W INV. 2534.8 O7 P� 6 p/ _roE_ EG` �P��,_ 8. INSTALL 24.5 LF 12" ADS N-12 ® 4.08% WITH END 0 1� TOE EG �P- J. INSTALL STORM DRAIN MANHOLES PER ACHD SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED CONCRETE REDUCER SLAB CAP AND 4" ORIFICE ON UPSTREAM SIDE PER DETAIL, / 8 / 1 0.40% ADS N-12 HP P��� 6 p, _TOE co` IN PLACE OF ECCENTRIC CONE SECTION. ALL MANHOLES SHALL BE HS-25 RATED. SHEET C4.2. a 1\ O I 6 p, _TOE_EG 8s� TOP`ctoe \ x 14.4' 12" C900 INLET #15 14 �6p1 _TO=EGA K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 AND 8200 OF THE 2017 ACHD POLICY MANUAL. 9. INSTALL 12" METAL END SECTION AND TRASH RACK. �56.5' 18" ADS N-12 HP aoa -0 0.42% ACHD SD-604A, TYPE IV O 6 p, TOE L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE ELEVATION 3 ® 5.31%-6'S ;� RIM:2538.15 6PI 10. INSTALL 12" PVC CAP ATTACHED TO 12" PIPE. c/) W SDMH #9 6 S \ SUMP:2534.42 13 12 6 r�i PER THE INTERNATIONAL BUILDING CODE, INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN REQUIREMENTS. W 48"� SDMH FLAT TOP ss• 5 \ INV OUT:2535.42 12" (NW) DRILL 4" ORIFICE HOLE AT BASE OF ORIFICE PLATE. z INV = 2534.80 (4" ORIFICE/12" PIPE). SEE DETAIL cn RIM:2539.80 Q25=0.83cfs 11 SHEET, C4.2. I SUMP:2532.86 / Q100=1.15cfs INLET #13 10 > INV IN:2534.86 24" (S) ACHD SD-604A, TYPE IV of EG E r s Lu ° I N w ( ) 109.2' 24" C905 15 RIM:2538.98 O BLOCK I ��6 p, TOE _EG _TO op °C m - INV IN:2535.36 12" SE SUMP:2535.93 9 6'p� _TOE _cc \oT_ E a a INV OUT:2536.80 18" (NW) @ 0.20% 00 I ��6 p1 m W ( 18 1 SDMH #8 / INV OUT:253 Q25=1?1 1 cfs O �EoE. \$Oop F \ r e A INV OUT:2534.86 12" NE` � s PI 20 °A s r W 48"0 SDMH FLAT TOP \ a 3 / 370.8' 16" C905 Q100=1.54cfs 1.80:212" C900 O7 �s Pi-6 Pi E�FGO\EG W 3 RIM:2538.89 w-� - - - - - - -- - - - - ® 0.22% - - - - - N SUMP:2533.08 �n - - - --I- - - - _ _ O \\ T° f s W C INV IN:2535.58 18" (S) F `0 INV IN:2535.74 16" (E) I 9� SE2-20 38.7' 12" C900 INV OUT:2535.08 24" (N) I W. CAPRIANA DR. s, W 3 W 19 16"SD 16"SD 1 "SD 16"SD 16'SD SDMH #7 - O @ 0.23% A, 6o W 37.5' 18" C905 I s e, s"s s^s s"s s"s s's 3 s 8"s s s "s-9a 6�48"0 SDMH FLAT TOP a 0 RIM:2539.32 �, SDMH #10 Q`'1 ® 0.28% I SUMP:2534.56 w 0 - _ 48"0 SDMH FLAT TOP O w " I Ad y;°a INLET #1 1 _ _ L' _ _ _ _ _ Ln _ _ _ _ V) N INV IN:2536.89 12" (N) 8 W_ Co RIM:2542.14 S E 1 -20 T / ACHD SD-604AN TYPE LET 11V ACHD SD-604A, TYPE IV INLET 14 - - INV IN:2536.89 12" (S) �_8"s 8 8„w SUMP:2537.34 ,�� A T°A INV IN:2539.34 12" (W) W 3� RIM:2538.49 I RIM:2538.49 ACHD SD-604A, TYPE IV INV OUT:2536.56 16" (W) 8"s_ 8„w `� - _ _ _ INVf-SU OU534.98 - INIVVINI:2.539 34412�'(SW) / E SUMP:2534.65 RIM:2538.98 � - 3 S 8»W �, � I INV OUT:2535.65 12" (E) I 00 I INV OUT:2535.98 12" (W) SUMP:2535.93 8 S_ ° _ - INV OUT:2539.34 12" SE r \ ° m O Q25-0.53cfs 14.7' 12" C900 � � 8"s ; 6'•W � ( ) Q25=0.29cfs INV OUT:2536.93 12" (N) Co � 20 Q100=0.40cfs rn I Q100=0.74cfs w I Q25=1.34cfs ® 0.22% � � 8"s_ s» � : 6e/ DIVERSION BOX #2 °A � 3 _ _ 18.5' 12" C900 ,� o N 7.8' 12" C900 @ 2.11� C900 O2 Q100=1.88cfs _ w r w io I � � "S 8" � / RIM: 2542.60 SW 3O O O 6 7 _ 8's RIM: 22540.4 (NE) �. a ® 1.95% I s 1v ® 0.22% / s� WEIR: 2540.40 A w I SDMH D \e INLET #7 / INV OUT: 2539.25 12" (SE) / / INV IN: 2539.25 12" (NW) ° a 48"0 SDMH FLAT TOP - - - - - - _ _ _ g - - - " - -s ACHD SD-601, TYPE I �ti \ m I I RIM:2538.70 - - - - - , INV OUT: 2538.90 12" (SW) RIM:2541.69_ 6 a I -10,10 SUMP:2533.50 O9 / / SUMP:2538.38 - - -r 00 INV OUT:2539.38 12" (E) 5.5' 12" ADS N-12 HP WI 21 s I INV IN:2535.85 16" (S) / 3 / \ / ti A r-I 10 Q25=0.25cfs N , INV IN:2535.50 12" (E) / � / @ 0.00% a I I Co I INV IN:2535.50 12" (W) / Q100=0.36cfs / m AA SGT #2 204.7' 16" C905 1 INV OUT:2535.68 18" (N)_6"PI 6"PI 6' I "PI 6"PI 6"PI 6"PI // w / O INLET 16 \\ e\ � / RIM: 2542.70 SW O Z s"PI 6"PI ® O;P 1% P 3 p� # \� 6 RIM: 2542.75 (NE)N �, N 0 I 6.,pi / 3 / ACHD SD-601, TYPE I \103.8 12 C900 ss °s SE5-20 / m RIM:2541.69 +� e�' INV IN: 2539.25 1)2" (NW) z w 1 6 PI / / � 0.22% W P � i w I 18 6.p� 5 SUMP:253(.6j 5 INLET BAFFLE: 2538.57 Q / / INV OUT:2539.61 12" SE p / INV OUT: 2538.40 18" (SW) 6"p� / Q25=0.32cfs 6 `L / o �-3 I INLET #9 BLOCK 2 6" / ��` _ OUTLET BAFFLE: 2539.15 V) z aI �w I h / Q608-102 5cfs C900 // /� .5� y °�" # \\ 0 22 s X� ACHD SD-604A, TYPE IV / e` � / INLET 8 / W o I �z RIM:2538.82 17 16 15 14 13 12 / / / p 0.24%/ 90 // a°oQ ACHD SD-601, TYPE I Q I SUMP:2535.66 O 11 \ / �/ RIM:2541.69 a 0 / / / O / O SDMH 11 4 °� SUMP:2538.38 m Q W I � I a s INV OUT:2536.66 12" (W) / c3 � / g # / \\ a w a I Q25=1.01 cfs / , 48"0 SDMH FLAT TOP/ /y INV OUT:2539.38 12" (N) 0 / OP 40 Q 100=1.41 cfs RIM:2542.08 / a° Q Q25=0.27cfs INLET 10 I I e� / SUMP:2537.57 �P g� �° 2 Q100=0.38cfs V) O 00 °� INV IN:2539.57 12" (SE) ACHD SD-604A, TYPE IV 1 / �/� / INV IN:2539.57 12" (NW) vP /y 143.5' 12" ADS N-12 HP z 10 RIM:2538.82 22.7' 12" C900 a / s, O INV OUT:2539.57 12" (NE) �� / a oQ ® 0.00% Q SUMP:2535.65 / ® 0.22% - - -- - - i _ _ - -- - - - - - - - - - - - - - -- - - - - - - - - - `L A 7 rs P INV OUT:2536.65 12" (E) w s / / / �ti Cow I Q N Q25=1.48cfs 00 SDMH #5 �' N N �, / 0 143.5' 18" ADS N-12 HP W A " � 0.00% 81 - Q100=2.06cfs 48"0 SDMH FLAT TOP -8'w s"w s" s"w s"w s"w " 8"w 8"w 8"w 8"w s„w� , / BLOCK 6 / a' 52 F 23 7.8' 12" C900 \ RIM:2539.02 W.TENUTA DR. as N, o, / INLET #17 W W SUMP:2534.28 / �, ACHD SD-601, TYPE I 0.52% s"s s"s s" a"s ^s s"s s"s s"s "s s"s s"s s / 1 �° RIM:2541.69 INV IN:2536.61 12" (E) 3 3 O Q 3 \ 6 / oti SUMP:2538.61 N \ INV IN:2536.61 12" (W) ' sA�T -7 T �Q� / 1 a �oQ INV OUT:2539.61 12" (NW) V) INV OUT:2536.28 16" (N) N _ ACHD STORM DRAIN ° Q100=0.45c to I ` 00 } SDMH #4 BLOCK 3 �� ` oy �� Q100=0.9cfs EASEMENT Q 3 ( 48"0 SDMH FLAT TOP W a 16.7' 12" C900 N O28 I 6e� // s1 �°� ® 0.24% I RIM:2541.69 O \ BLOCK 1 47.0' 12" C900 I Lu SUMP:2535.98 / ya /� ACHD STORM DRAIN 0 24 27 @ 0.40% Q INV IN:2537.98 12" (E) / oy / EASEMENT Q s. 25 26 O i 00 = I INV IN:2537.98 12 (NW) O 6e / O INLET #3 UO I INV OUT:2537.98 12" (SW) 2 / // / �, ^( 3 / \ ACHD SD-601, TYPE I I � I e / / � 5 / Top a'>' 48"0H SDMH FLAT TOP RIM:2540.81 I z I O INLET #5 48"o 39.29 SUMP:2537.33 �, I ACHD SD-601, TYPE I RIM:7 INV. 2535.4 \ INV OUT:2538.33 12" (S) I 00 RIM:2540.81 SUMP:2533.56 Q25=0.23cfs I I SUMP:2537.46 I q I I I I of INV IN:2535.56 12" (S) Q100=0.32cfs 3 I INV OUT:2538.46 12" (S) i 37.8' 12" ADS N-12 HP r INV OUT:2535.56 12" (NE) I I I Q25=0.51cfs 5 /� / // TABLE 1 - GROUNDWATER 0.42% I 41.3' 12" C900 I, „ I I �, I Q100=0.72cfs 6 PII6'p1 / MONITORING WELLS 6"PI 6'PI 6"PI 6"PI "Pl ® 0.40% ' o I TOP I r SDMH 2 6 6"PI 20 I 6"PI 6"PI 6"PI 6"PI 6'PI i / WE 12W / # EXISTING GROUND GROUND WATER \ - - - - - - 6 48"0 SDMH FLAT TOP_ / \ ®1'03 41 C900 _ _ - _ //6- WELL ELEVATION ELEVATION 5.2' 12" ADS N-12 HP- - - - - - - -- - - - - - - - N 3 00.35% RIM:2541.06 - - - - - - - - - - SUMP:2536.17 SDMH #3 / / 1-19 2547.E 2544.7 U I - INV IN:2538.17 12" (N) , N : 48"0 SDMH FLAT TOP a Z 12" _ 12'W 12"W 12"W 12"W 12"W 12"W 12"W 12'v " �12"W OQ ,2'w °Q12"w 12"w 12"w RIM:2541.06 12"w INV IN:2538.17 12" (S) /o INLET #2 W. SAN REMO ST. SUMP:2537.29 / 2-19 2545.1 2541.9 o ACHD SD-601, TYPE I - I _INV OUT:2538.17 12" (SE) INV IN:2538.29 12" (N) Q RIM:2538.76 161.0' 18" ADS N-12 HP oQ o01 10.3' 12" C900 i BLOCK 5 3-19 2542.0 2536.E c� ,. INV IN:2538.29 12" (S) �� SUMP:2534.58 @ 0.00% ® 0 49% �p ^� O (��o N P u INV IN:2535.58 12" (S) 161.0' 12" ADS N-12 HP INV OUT:2538.29 12" (W) Q � ' 1 4-19 2537.8 2535.1 INV OUT:2535.58 12" (N) @ 0.00% m 10.3' 12" C900 Q25=0.45cfs SO 3 I Z Q100=0.63cfs 6 e6 v 12 'a` 0.49% 5-19 2536.2 2534.1 - - - - Z I 3 � � 51.5' 12" ADS N-12 HP- - -- - - - - - - - - 1 or ., 3 -- - - - - - - - - - - - - tOYt�/ Z N II I�g 0.35% BLOCK 4 1 12" b 12"SD '�� 76.4' 12" C900 INLET #6 toP 6-19 2536.8 2533.8 E N G I N E E R I N G g INLET 1 ® 0.41% ACHD SD-601, TYPE I �0Pt0E/ SE3-20 ACHD SD-601, TYPE 1 -10 PI 10 PI 10 PI 10' I 10 PI 10'PI 10 PI toP RIM:2540.81 tOP 9233 WEST STATE STREET 3 RIM:2538.76 - - - - -- - - - - - - - 32.4' 12" ADS N-12 HP SUMP:2537.34 tOE� 7-19 2539.7 2535.5 tOP �op BOISE,IDAHO 83714 o ® 0.40% _INV OUT:2538.34 12" N ?0E PHONE 208 639-6939 3 WI 24'G SUMP:2534.76 -24"GI 24"GI 24"GI 24' 1 INLET 4_ TOP ( )=7oP�E�OP- # of TOE �PMEE TOP TOE TOP Q25=0.60cfs DE � 8-19 2546.5 2543.1 kmengllp.com opINV OUT:2535.76 12" (N)-TOP TOP T ACHD SD-601, TYPE I TOP TO TOP TOP TOP-Q100=0.84cfs -TOP N w Op RIM:2540.81 I Q25=0.46cfs DESIGN BY: LICK .Q100=0.64cfs SUMP:2537.22 SE1-20 2539.9 2535.5 I A - - - - - - - - - - - - -- - - -- INV OUT:2538.22 12" (N) DIVERSION BOX #1 DRAWN BY: LCK/SRM 01 4 i RIM: 2541.84 (W) -- - - - - - - - - - - - - - .�` Q25=0.30cfs g ( ) CHECKED BY: LICK Z W �' �° / / ' `a RIM: 2541.88 E SE2-20 2537.7 2534.3 z �' 3 W I / / ACHD STORM DRAIN Q100=0.41cfs WEIR: 2539.50 / / SGT #1 INV IN: 2537.85 12" (E) PROJECT: 20125 � 0 50 100 150 SE3-20 2538.7 2535.7 o EASEMENT DATE: JANUARY2021 D I I / TOE-ME-ME 1 , 1 RIM: 2542.16 (W) INV OUT: 2537.85 12" (S) a 1 RIM: 2542.17 (E) INV OUT: 2537.5 12" (W) Plan Scale: 1" = 50' SE4-20 2536.8 2533.0 SHEET N0. o w I I I $ INV IN: 2537.85 12" (N) INV OUT: 2537.00 18" (W) 5.5' 12" ADS N-12 HP I w I I INLET BAFFLE: 2537.17 © 0.00% SE5-20 2539.3 2535.5 C4 O OUTLET BAFFLE: 2537.75 I I I I I a a �Ic AL £NC i LEGEND Q�p� ��pENSF (� WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 0 FINISH GRADE 0 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 1 686686 2 OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER J'> �125122 o Q OO TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- y 9TF �pP v p CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS C' OF !v s III PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" C Y, 11 111- - III-11H1 ; e Q PIPE. DRILLED WELLS MAY USE 4" PIPE -.III=III III- III -III= o e II-III II-III 'O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK III_I11= III_III POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY =III =11 3 00 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 e 3J N01 E PLAN CONCRETE COLLAR GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR ~_ N.T.S. 2 STORM DETAIL NIS FOR FACILITIES WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS J 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD Lu 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION a li o 0 N w 18" - 0 Z -I IIII> F-- $ - 3 X 111 tj wcn - - c1) L 6 SECTION CONCRETE COLLAR p > N.T.S. cn 4 Lu of - J o 9 oo o o o 7 8, O SECTION N.T.S. 2017 ACHD REVISION 2017 ACHD REVISION IDAFORHPUBL PUBLICDARDS WORKS GROUNDWATER STANDARD DRAWING FORIDAHO STANDARDS PUBLIC 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 z a z 0 N z O Lu o = 2 ma w � o > �, - ON � z � a Q - S LLJ PIPE SIZE PER PLAN PIPE SIZE PER LL.I 0 -- PLAN = NO TREES ARE ALLOWED WITHIN 10' OF THE OUTSIDE PERIMETER ? 1000 GALLON SEDIMENT BOX. OF THE SEEPAGE BED. - - LL.I 12"0 PERFORATED ADS N-12 HP. ELEV. - "A" (MIN.) OLDCASTLE, OR APPROVED---_____" F - Lu TRANSITION 5' IN BED EQUIVALENT. O O O S NON-PERFORATED TO t Y o 4 o S D SDI G 5 PERFORATED PIPE 12"� ADS N-12 1. ISPWC 801 OR ASTM C33 FILTER SAND. WRAP WITH WOVEN FABRIC 50' I~A HP PER PLAN PER ACHD STORMWATER DESIGN GUIDELINES SECTION 8200 DETAIL ELEV. - "B" L - - - - J N GROUND WATER P 04. y aELEV. MIN. OBSERVATION WELL 2. AMMINIMUM OF 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE ELEV. - "C" PIPE SIZE PER PLAN WITHIN LANDSCAPE AREAS. A MINIMUM OF 1.0-FT COVER FROM TOP " Lu r OF BED TO PAVEMENT SUBGRADE. UNDER PAVEMENT, BACKFILL OVER 8GROUND WATER _________ _ ______ O ,, zcn ________ S D SDI BED TO SUBGRADE WITH 6'-8" MINUS PITRUN AND INSTALL WOVEN O OBSERVATION WELL #2 w w - - I GEOTEXTILE FABRIC OVER TOP OF BED. ELEV. I" ,, 1 0% 18"0 L - - - - J DIVERSION BOX - c� MAX. HSGW a 0° 3. 3 4" - 2" ANGULAR ROCK. 1000 GALLON SEDIMENT BOX. Q >� ADS N 12 HP / = OR ROCK 4. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD ELEVATION PIPE SIZE PER z OLDCASTLE, OR APPROVED EQUIVALENT. w STORMWATER DESIGN GUIDELINES DETAIL BMP 04. SEE PLAN _ _ _ _ PLAN SHEETS FOR LOCATIONS, o N5. 30 MIL PVC LINER. ELEV. - E' o F- 6. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ELEVATIONS, AND ADDITIONAL v ___------ -------- INFORMATION. ENGINEER. _________ _______ S D (SD 7. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN GUIDELINES 6 1.5 O X L - _ _ _ J SAND AND SECTION 8200 DETAIL BMP 04. OVERLAP MINIMUM OF 1-FT TOP AND N GREASE TRAP SIDES ONLY. DIMENSION DIMENSION a ��A 18"0 PERFORATED ADS N-12 HP. 8. 12" 0 PERFORATED BYPASS PIPE. INSTALL PERFORATIONS PER ACHD W1 W2 z LENGTH VARIES PER TABLE TRANSITION 5' IN BED NON-PERFORATED TO STORMWATER DESIGN GUIDELINES DETAIL BMP 04 o WIDTH VARIES a PERFORATED PIPE E PLAN VIEW PER TABLE 5" THICK CONCRETE WEIR. ELEVATION PER PLAN. o WATERTIGHT CONNECTION SECTION VIEW A-A ¢ FINISH GROUND 18"0 PERFORATED ADS 18" ADS CAP N-12 HP DIVERSION BOX (1000 GALLON SEDIMENT BOX) o NTS a o - ------- -------- SAND AND a GREASE TRAP a PVC PERFORATED PIPE (GROUND WATER GENERAL NOTES N A. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON SHEET C4.0. SEE SHEET C1.2 FOR WELL OBSERVATION WELL) PER SD-627. PIPE SHALL NOT PENETRATE PVC LINER. PROFILE VIEW LOCATIONS. FOR ADDITIONAL GROUNDWATER INFORMATION REFER TO THE "2020 FINAL GROUNDWATER REPORT - CENTURY NW 40" PREPARED BY NRS, DATED OCTOBER 28, 2020. THE MEASURED g INFILTRATION RATE WITHIN POORLY GRADED GRAVEL WITH SAND WAS CALCULATED TO HAVE AN INFILTRATION RATE OF 81N/HR OR GREATER. REFER TO THE "LIMITED GEOTECHNICAL ENGINEERING Y REPORT" PREPARED BY MTI, DATED JANUARY 21, 2020. B. ALL MANHOLES AND DIVERSION BOXES SHALL BE HS25 OR GREATER LOAD RATED. E N G I N E E R I N G u C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 9233 WEST STATE STREET s SEEPAGE BED TABLE D. BED WIDTH SHALL REMAIN CONSTANT. E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS BOISE,IDAHO 83714 o ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT PHONE(208)639-6939 BED LENGTH DIMENSION W1 DIMENSION W2 BED WIDTH AVG. BED 100-YR DESIGN VOUME (CF) 2-YR DESIGN VOLUME (CF) DESIGN INFILTRATION FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, kmengllp.com o SEEPAGE BED (FT) (FT) (FT) (FT) DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" ELEVATION "E" ELEVATION "F" GROUND WATER EL. (UNLINED SIDE) (LINED SIDE) RATE (IN/HR) CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. DESIGN BY: LCK F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. o SB #1 156 14 5.3 19.3 3.5 2541.50 2540.00 2537.50 2537.00 2536.50 2536.40 2535.7 3,065 830 1.0 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL DRAWN BY: LCK/SRM a BE INSTALLED PER ACHD REQUIREMENTS. NO PENETRATIONS OF BED LINER WILL BE ALLOWED. CHECKED BY: LCK H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE o SB #2 138 14 5.3 19.3 3.0 2542.45 2540.90 2538.90 2538.40 2537.90 2537.80 2537.3 2,312 626 1.0 FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR DATE: JANUARY 2021 PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE PROJECT: 20-125 N ACHD INSPECTOR PRESENT. o J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN SHEET NO. ❑ 6-INCHES OF THE BOTTOM DESIGN ELEVATION AND/OR IF IT IS HIGHER THAN ANTICIPATED. N SEEPAGE BED DETAIL N C4. 1 NTS N a WET DETENTION BASIN NOTES: SHEET NOTES 1. WET BASINS REQUIRE AN AERATION SYSTEM TO CIRCULATE WATER. 2. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM, PER THE LANDSCAPE PLANS. NO IRRIGATION ON BASIN FLOOR. NO WOODY VEGETATION BELOW A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY ASS\ONAL £Nc� 100-YEAR SURFACE OR WITHIN 10' OF EMBANKMENT SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL NOTES. ��� \CENSF 'y AND SPECIFIC BMP'S FOR ADDITIONAL VEGETATION REQUIREMENTS. B. SEE SHEETS C4.2 - C4.3 FOR STORM WATER DETAILS. POND 12" PVC CAP ATTACHED TO 3. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE AFTER CONTRIBUTING DRAINAGE AREA HAS SITE SEDIMENT & EROSION CONTROL BERM 12" ADS PIPE. MEASUREMENTS IN PLACE. C. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON 16860 4. FOREBAY IS SIZED TO CONTAIN 10% OF TOTAL BASIN VOLUME. 1125122 DRILL 4" ORIFICE HOLE AT SHEET C4.0. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR � J� �� Q BASE OF ORIFICE PLATE. 5. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL. TOPSOIL SHALL BE STOCKPILED AND USED AT FINAL GRADING TO ESTABLISH ADDITIONAL GROUNDWATER INFORMATION REFER TO THE 9 qTF \OQ u INV = 2534.80 (4" ORIFICE/ VEGETATION. "FINAL 2020 GROUNDWATER REPORT - QUENZER OF 12" PIPE) 6 ON 12" ISIALS OTOEBE PLACEDTSHALL SHALL BE SCCONFOAR RM FIED PRIOR R TO E TO PILACEMENITICAT OF (FILL. EM ANKMENTLFILLDSHALL MEET ISPWC CLASS C COMPACTION RMUST HAVE AT LEAST 30% PASSING THE EQUIREMENTS.200 SIEVE. REAS PROPERTY" PREPARED BY NRS, DATED OCTOBER 30, y��/�/ C CONSIDERATION MAY BE GIVE TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF DESIGNED BY A GEOTECHNICAL ENGINEER. 2020. 7. FOR EMBANKMENT HEIGHTS GREATER THAN 10', REFER TO IDAHO DEPARTMENT OF WATER RESOURCES REQUIREMENTS. D. PROVIDE WATER-TIGHT SEALS AT PIPING 8. ALL PIPE OUTLETS TO BASINS SHALL BE UNEXPOSED AND FULLY BURIED WITH METAL END SECTION TO PREVENT DEGRADATION OF THE PIPE FROM WEATHER. ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, 9. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. AND MANHOLES. 10. SEE TABLE 1, SHEET C4.0, FOR GROUNDWATER INFORMATION. 11. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE ANTICIPATED SEASONAL HIGH GROUNDWATER ELEVATION. E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE 12. SAFETY BENCH REQUIREMENTS. THE PERIMETER OF ALL WET BASINS SHALL HAVE A MINIMUM 6-FOOT WIDE FLAT BENCH 1.5-FEET BELOW THE SEASONAL HIGH WATER COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF SURFACE ELEVATION. BASIN SLOPE BETWEEN THE TOP OF THE BANK AND BENCH SHALL NOT EXCEED 4:1. SEE DETAIL AND BMP 13. ROW OR WHERE COVER IS GREATER THAN 2 FEET THE 3 vc_TOE Top- _ _ STORM PIPE SHALL BE ADS N-12 HP PIPE OR BOTTOM OF POND o o �E _roe � - _ Top � - . APPROVED EQUAL. PLOWABLE FILL SHALL BE USED WHEN TOE TOE w`Pop LESS THAN 5-FEET OF SEPARATION BETWEEN `T°E_ TOE_ __=Op` STRUCTURES. Q END CAP WITH ORIFICE DETAIL o 0 3 TOE -TOE TOE_TOE_ F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC _ STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. SCALE: NTS TOE_ -.�FIVE TOE STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC �o TOE_'roe MILE CREEK TOE_ RATED LIDS UNLESS OTHERWISE SPECIFIED. _ K roE ro Toe _TOE G. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS FOR STORM WATER DISCHARGE - s�s -s ® TOp`TO-Op ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES �Tp-oP �P°E IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP _TOE PLAN PREPARED FOR THIS SITE, REGULAR SITE WETLAND BASIN NOTES: �, Top op TOP op TOE INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE z 1. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM, PER THE LANDSCAPE PLANS. NO 40 __op TO SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN TOP THE NPDES GENERAL PERMIT. IRRIGATION ON BASIN FLOOR. NO WOODY VEGETATION BELOW 100-YEAR SURFACE OR WITHIN 10' OF "w q� w EG�EG� op V) EMBANKMENT SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD STORMWATER MANAGEMENT BASIN EG�EG TOP _OP w � H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN � REVEGETATION GUIDANCE MANUAL AND SPECIFIC BMP'S FOR ADDITIONAL VEGETATION REQUIREMENTS. �T°E E roP_ °p ENGINEER AND ACHD. L ~ 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE AFTER fro€; EG�EG Top=OP CONTRIBUTING DRAINAGE AREA HAS SITE SEDIMENT & EROSION CONTROL MEASUREMENTS IN PLACE. a0 -TOP -EG TOP _op_ I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 3. FOREBAY IS SIZED TO CONTAIN 10% OF THE VOLUME. NV TOE _EG Top op DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN 4. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL. TOPSOIL `� OUTLET STRUCTURE. _TOE_ _Ec _Top op� MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER SHALL BE STOCKPILED AND USED AT FINAL GRADING TO ESTABLISH VEGETATION. B SEE SHEET STRUCTURE. TOE _EG Topes PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH 5. FILL MATERIALS FOR EMBANKMENT SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, SC, CH, OR CL AND TOE- cc SECTION JUNCTIONS OF THE ACHD DEVELOPMENT POLICY MUST HAVE AT LEAST 30% PASSING THE 200 SIEVE. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE /� ToE-- # s'P `EG MANUAL AND ISPWC SD-623. SCARIFIED PRIOR TO PLACEMENT OF FILL. EMBANKMENT FILL SHALL MEET ISPWC CLASS C COMPACTION TOE REQUIREMENTS. CONSIDERATION MAY BE GIVE TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF / s Pi `Tp `EG J. INSTALL STORM DRAIN MANHOLES PER ACHD DESIGNED BY A GEOTECHNICAL ENGINEER. I dol doL sP TOP OF BANK E`Tp `E SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED 6. ALL PIPE OUTLETS TO BASINS SHALL BE UNEXPOSED AND FULLY BURIED WITH METAL END SECTION TO 2" ( �d01 �_ E\ CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE PREVENT DEGRADATION OF THE PIPE FROM WEATHER. s i� ToE SECTION. ALL MANHOLES SHALL BE HS-25 RATED. 7. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. I D d01_ \ o 8. SEE TABLE 1, SHEET C4.0, FOR GROUNDWATER INFORMATION. POE' K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 z 9. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE dot -6„pi AND 8200 OF THE 2017 ACHD POLICY MANUAL. ANTICIPATED SEASONAL HIGH GROUNDWATER ELEVATION. I I _dol_ �sP, d dpl_ �s,•p� L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE - _ dot -s,pi LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE �s..Pl� ELEVATION PER THE INTERNATIONAL BUILDING CODE, do INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN A� I moo=_ REQUIREMENTS. - _ ACHD STORM WATER DRAINAGE EASEMENT I \ I I I SAFETY BENCH (TYP.) SEE - WET DETENTION BASIN #1 0 KEYNOTES / r� STORMWATER BASIN �_ _ O \ TOP OF BANK I co ci STANDARDS DETAIL 4 1. INSTALL WETLAND BASIN #1 / \ N a PRIMARY roP sq,\ BOTTOM OF BASIN WETLAND ACHD STORM WATER 0 4.0:1 TOTAL VOLUME PROVIDED = 1.757 CF \ \ VEGETATION oQ DRAINAGE EASEMENT N I BOTTOM OF BASIN N ao TOTAL VOLUME REQUIRED = 1,709 CF rI r oq OLI) 2. INSTALL WET DETENTION FOREBAY #1 0 z / TOTAL VOLUME PROVIDED = 1.698 CF q r \ q S�0 I 17 I / /J N TOTAL VOLUME REQUIRED = 1,545 CF z Q 3. INSTALL WET DETENTION BASIN #1 TOTAL VOLUME PROVIDED = 21,418 CF 0 2 WETLAND BASIN #1 OUTLET PROTECTION PER / TOTAL VOLUME REQUIRED = 13,907 CF ISPWC SD-628 (TYP) // 4 roe BERM SHALL INCLUDE CLAY z a I I I /1 / MATERIAL TO PREVENT WASHOUT 4. INSTALL ARMORED SPILL CHANNEL WITH ANGULAR RIPRAP, > Q w 1 Or I\ I I ( I I / 69. d 6"-12" NOMINAL SIZE WITH NONWOVEN FABRIC PER TOE 6., I / / o o toe 1� WET DETENTION FOREBAY #1 2O ISPWC SECT 206 & 2050. MINIMUM 6" DEPRESSION, = w 27 3' ° I `' ` / // 10-FT WIDE. RIPRAP BERM ELEVATION = 2536.80. m Q \ G I e I -6 PI I I sts, 4" MIN. TOPSOIL OR 0 / MIN. TOPSOIL OR � I 25 33` � � � J / � ~ WITH VEGETATION. Q J mp 4" ON.VE MATERIAL � 1 T � I / ��. OUTLET PROTECTION PER I AMENDED NATIVE MATERIAL 25 cp z a- Q ISPWC SD-628 (TYP) I WITH VEGETATION. E �r� 2535 °e/ N Ln uo � Q Q w c _ - - - - - - - - - -- - - - - - - - - - - `T 25 O �,11 , 36 oe o c 3.0:1 LJJ 0 - - - - � - aS �a253j 2 a w L u w `sg \ \ �T roP �a ,. OUTLET PROTECTION PER c „ �� ISPWC SD-628 (TYP) O C Q 12" 12" 9 12"W 12"W 12"W 12"W 12"W 12'1N 12"W IJ..I c0 8•.S S 1..1� ci I 0 2 E / 8•S S/ I m S cr Cn WET DETENTION BASIN #1 PLAN SCALE: 1 "=20' WETLAND BASIN #1 PLAN RRMANENT MARKER TO SHOW SCALE: 1 "=20' STAGED OUTLET DESIGN W.S.E. REQUIRED FOR WET BASINS CONTROL STRUCTURE FREEBOARD: APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2537.6 WITH TRASH RACK. FREEBOARD: a SEE SHEET C4.0. 0.5' FOR WATER DEPTH <3' 0.5' FOR WATER DEPTH <3' 12" MIN. DISCHARGE CONTROL PIPE WITH X 1.0' FOR WATER DEPTH >3' APPROXIMATE 100-YEAR WATER 1.0' FOR WATER DEPTH >3' ORIFICE. SEE DETAIL, THIS SHEET. N WIDTH PER PLAN TOP: 2537.3 SURFACE ELEVATION: 2535.1 BERM ELEV: APPROXIMATE HIGH WATER TOP OF BANK TEE POST OR MARKER TO 2537.3 SURFACE ELEVATION: 2536.3 ELEVATION 2539.8 2.2' WETLAND SHOW DESIGN WS ELEV. - o VEGETATION PER / //\\ WIDTH PER PLAN � ' LANDSCAPE PLANS 1 / /\ /\\/\\ v.................................. \�\ `3 .................� \ \ o :.. ................................................ \\/\ \�/ // 0...............................................................-.............................. ...... \//�..... - TOP: 2537.3 .. ..... ....... .. ..... SEASONAL HIGH WSE 2535.4f - SEASONAL HIGH WSE 2533.8f- - -- NORMAL WSE 2535.0f \/\/ \�L\- -- - TOE: 2534.8 Z LOW WSE 2534.3f -- - - �\1/�\-y '� `� \�'� \� \ 12" OUTLET PIPE \\/\/\ /\\/\\/\\/\\/\\/\\/\\ \\/\\/\\ \\ E N G I N E E R I N G INSTALL CLAY LINER PER TOE: 2535.4 \ \ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ ACHD SPECIFICATIONS WITH 9233 WEST STATE STREET TOE: 2535.4 /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\\� SAFETY BENCH (TYP.) SEE /\/ ELEV: 2532.3 ELEV: 2532.3 \/\ \ \ BOISE,IDAHO 83714 \ \/\\/ 4" MIN. TOPSOIL OR AMENDED STORMWATER BASIN // // / // // // // // // // // // MIN. 1' SOIL COVER. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ PHONE(208)6396939 NATIVE MATERIAL WITH VEGETATION. STANDARDS DETAIL 4 \/\/\/\ \/\/\/\/\/\/\/\/\/\ \ \ (FOREBAY SIDE ONLY) kmengllp.com ELEVATION VARIES FOR PLANT CHOICE NEEDS G AND AESTHETICS, REFER TO LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. / / //� // / / / / / / / / / / 4" MIN. TOPSOIL OR DESIGN BY: LCK \\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ AMENDED NATIVE MATERIAL DRAWN BY: LCK/SRM /\\ TOE: 2518.8 TOE: 2518.8 /\//\//\//\//\//\//\//\//\// \// WITH VEGETATION. N OTE: \\/\\/\\/\\/\\/\\/\\/\\/\\/\\ CHECKED BY: LCK Z 1. REFER TO LANDSCAPE PLANS FOR WETLAND VEGETATION AND ADDITIONAL NOTES. 2. SEE WETLAND BASIN NOTES, THIS SHEET. \\\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ DATE: JANUARY 2021 \/ \ \ \ \ \ \ \ \ \ PROJECT: 20-125 SHEET NO. WETLAND BASIN #1 - SECTION A-A WET DETENTION BASIN AND FOREBAY #1 - SECTION B-B SCALE: NTS SCALE: NTS C4.2 0 N a SHEET NOTES i 0AL SSMH #A-4 (60-INCH) 23 22 21 20 A. SEE NOTES. C1.1 FOR GENERAL AND SANITARY SEWER 5���EN$F���'y STA: 6+71.00 OFFSET: 0.00' Q N: 720196.08, E: 2438649.22 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 6860 STA: 7+11.35 STA: 7+75.84 STA: 8+41.84 I STA: 9+07.84 INV: 2534.70 INV: 2534.75 INV: 2534.87 INV: 2534.46 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY STA: 3+62.83 L: 44.5' L: 44.5' - L: 44.5' L: 44.5' I 2125122 INV: 2534.89 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE i7'T �� Q L: 39.8' ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC V r w 9 qTF �OQ v U SD-507. OF \� ti�/ S 7 6. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF C. K J w MERIDIAN STANDARD DRAWING SW3. 7+00 1s SD-8+00 16'sD 1s"sD 9+00 71 BLOCK 1 "S 8"S aS 'S 8" E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER � Z w SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 2 a" a"w a"w a"w "w r � EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 25 STA: 535.0 1 v TO INSTALLATION. SERVICE LENGTH AND INVERT ARE INV: 2535.02 L: 41.3' a? BASED ON STUB LOCATION. STATIONING TAKEN FROM 1 Q w CENTERLINE OF SEWER ALIGNMENT. C w F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM m c SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY O STA: 5+97.50 SEWER MAIN AND SHALL BE 4" DIAMETER. 2 < 0 INV: 2535.24 18 KEYNOTES STA: 5+84.50 L: 51.5' 26 INV: 2535.29 _ 1. MAINTAIN VERTICAL AND HORIZONTAL L: 38.5' c POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 2 C w C1.1 FOR ADDITIONAL INFORMATION. H -d BLOCK 2 2. MAINTAIN VERTICAL AND HORIZONTAL 2 m POTABLE/NON-POTABLE MAIN/SERVICE OR STA: 5+31.50 SERVICE/SERVICE LINE SEPARATION PER CITY OF cn INV: 2535.50 17 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.10 z STA: 5+18.50 °- 0 L: 51.5' FOR ADDITIONAL INFORMATION. O 27 INV: 2535.55 L: 38.5' 3. INSTALL BLOCKOUT AND WATER TIGHT PLUG FOR FUTURE 0 CONNECTION. wLu + - - 2 Ln 1o1 N 2 m :2 STA: 4+65.50 o I a N INV: 2535.77 16 L N STA: 4+52.50 L: 51.5 zQ N ' 28 INV: 2535.82 w ui N L: 38.5' � w LL. a p W 12"SD WTI °° O 2 0 w ti 0 - STA: 3+99.50 z 0 oel I o�'' I INV: 2536.03 15 �04 . L: 51.5' 1+00 2+00 � 3+00 C C M 8"S - 8"S 8"S SSMH #A-7 (60-INCH) 1 f `90. SSMH #A-6 (60-INCH) STA: 1+00.00 OFFSET: 0.00' o Fa- STA: 3+74.50 OFFSET: 0.00' m N. LOCH VALE WAY N: 719919.23, E: 2438943.53 I, a"w 8"w a"w -8..w IN: 720193.72, E: 2438945.71 o a : N] 0 co Cli N I� I e 0 SEWER ALIGNMENT "C", SEE SHEET C5.2. SEWER ALIGNMENT "A" PLAN AND PROFILE o 0 50 100 150 0 5 10 15 z W J Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' z z u- O Q0 > � 2550 2550 z - O 0 = z Q O-- coQ z z =O ,.� W o � Zo w C)p oL` 00 d Z o W °D Z O w v v N w p oI � 00 ao o 00 2545 O Ln 0) (0O � N of 00 It CD 2545 Q > _Q p N � O rM rM Co c0 p co r7 C) O N c0 0) 00 00 O r O Q+ON Qd p � � N �0� � I(= z _ N Z O FINISHED GROUND It N N ?r- a Ln z* a, w 0_ W +CN (n�� > > =M N Zz O +� N � D (n(n D' z z N » > =cO N z Z O (nUl Z Z Z cnQm > > > z 2540 (n(n EE Z Z Z 2540FU O J XISTING GROUND N L u Q � w -4- (n w w �: 2535 N ' 0 2535 10~CLu N 3 Q N D N v a N N N 2530 2530 N u a 0 O Q E 0 2525 2525 Q Z 0 a 0 a 2520 2520 a N a 274 5' of 8" PVC Cc, 0.407. 296.5' f 8" PVC ® 0. 0% Z z 2515 2515 ENGINEERING a ° 9233 WEST STATE STREET BOISE,IDAHO 83714 3 PHONE(208)639-6939 0 kmengllp.com 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIP ALIGNMENT DESIGN BY: LCK 2510 2510 DRAWN BY: LCK/SRVI Z a CHECKED BY: LCK a N 00 00 00 00 00 00 00 00 00 N O) r7 r7 O O) O Z M O 00 r t0 � u r7 N cV 0) 00 t0 0 ro OV O 00 I� N d N O 00 t0 � d N N d d O 00 0 0 o of o; ai o; m ai m of of 00 00 00 00 00 00 DATE: JANUARY 2021 G O O O O r) Cy) K) K) n r)v `O r7 7 M K) Ln 0 0 0 1n L 1n NL 0 0 0 L L0 PROJECT: 20-125 N NN NN NN NN NN NN NN NN NN NN N N � N N N N N N N N N N N SHEET NO. 0 N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 C5.0 0 N 2 SHEET NOTES o A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER o��css EG EG EG EG__OP 911� BP \OCENSF�cy NOTES. - � eP � d01� Qom. �• aol- B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. SSMH #A-1 (60-INCH) I : b roP - C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 ar- ti- -19„eti- -1�,a - -1 , r \ OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE J+ 1/25/21 0 STA: 12+24.27 OFFSET: 0.00' 1� 9s• 16 P, roE Ec T N: 720635.02, E: 2438499.45 - - -- - - 13+00- - - - w a _ Qom, 0 6 P, _TO EGA SD ISPWC. 71NSTALL MANHOLE COVER AND FRAME PER ISPWC OF � I 8°'S 8.. S \ \�� Ps- 8so� o� SSMH #B-1 (48-INCH) �a P, TOE_ //v 6"PI E>" 'i -6 PI 6"PI 6"PI 6"P o -+ \ T°p STA. 5+00.77 OFFSET. 0.00' 6 a, D. INSTALL STANDARD SERVICE MARKERS PER CITY OF -�o� l m o 1 N: 720491.88, E: 2439052.36 ��6 a, O rpN I EXISTING SSMH 3 -8�5 MERIDIAN STANDARD DRAWING SW3. 2SEC,� pF + 1 ��` o rn STA: 13+93.20 OFFSET: 0.00' S 14 13 12 11 BLOCK 1 E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER wER EAS ME/DjAN N / ______= v m o N: 720803.�, E: 2438500.79 ,(4 O SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY NT 1 �! 10 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR BLOCK 1 y / o m m / I dd O TO INSTALLATION. SERVICE LENGTH AND INVERT ARE r ' o 3 15 O BASED ON STUB LOCATION. STATIONING TAKEN FROM rn o ' STA: 2+98.14 STA: 3+76.59 STA: 4+42.59 CENTERLINE OF SEWER ALIGNMENT. O m l INV: 2535.24 19 SEWER ALIGNMENT "A", INV: 2535.23 INV: 2534.87 STA: 5+24.59 O SEE THIS SHEET. c_n L: 52.5' L: 52.5' L: 52.5' INV: 2535.02 F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM o 17 I L: 51.5' STA: 5+87.02 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY 1u STA: 9+71.50 STA: 10+42.61 \ \ O '- "' o a SEWER MAIN AND SHALL BE 4" DIAMETER. INV: 2534.19 INV: 2534.00 oq \ \ / �' = w 2 2 2 INV: 2535.27 0 ' � � '-d' ' L: 51.5' STA: 6+53.02 m L: 44.5' L: 44.0' y \ \ m I I ' 2 INV: 2535.54 KEYNOTES � \ o o L: 51.5' 1 O / �� ' a / ' ' 9 8"w ; 8"w 8"w 8" 8"w 8"Gv „"., 2 1. MAINTAIN VERTICAL AND HORIZONTAL m D + �° o \ o m m I I ' W. CAPRIANA DI 8 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY (1+0016"S 16'SD 12+00 16"SD 1 'SD-3+0O-16"SD 16"SD 4+00 + 2 oy \ \_ o �' 16 SD 5 00 (y OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET y 18"S 8"S g" 8"S 8„S l 1 � C1.1 FOR ADDITIONAL INFORMATION. �o w 8"S U�'•o� �oQ �o v 1 169• 8 S 6+0p W 8 W- (�� MAINTAIN VERTICAL AND HORIZONTAL m Top A TOP m m / < I 9 81 8" V POTABLE/NON-POTABLE MAIN/SERVICE OR 9 �a° 2 2 S � LL SERVICE/SERVICE LINE SEPARATION PER CITY OF m ' 8'S Z �I I� MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z 2 SSMH #A-2 (60-INCH) � 2 FOR ADDITIONAL INFORMATION. STA: 10+73.86 OFFSET: 0.00' v STA: 1+73.50 STA: 2+39.50 STA: 3+05.50 STA: 3+70.59 STA: 4+36.59 O '' �o STA: 5+18.59^ z � � � � INV: 2534.74 INV: 2535.01 INV: 2535.27 INV: 2535.26 INV: 2534.90 = II v) l 1 N: 720598.74, E: 2438645.42 - INV: 2534.99 W 3. CORE DRILL NEW 8" PIPE CONNECTION AND RE-CHANNEL 2 rn SSMH #A-3 (60-INCH) o m o ' v, �� L: 37.5' L: 37.5' L: 37.5' L: 37.5' L: 37.5' V m ^c L: 38.5' L T MANHOLE BASE. CLOSE INSPECTION WILL BE REQUIRED w tz STA: 9+70.00 OFFSET: 0.00' o � � � STA: 5+97.61 2 I_ ` O ' N: 720495.07, E: 2438651.60\ ti INV: 2535.31 r^ BY THE CITY OF MERIDIAN FOR MODIFYING THE EXISTING Of cis U w w 16 m ' > 3 L: 38.5' STA: 6+64.23 `� / SSMH. m rn o Q O O O O O 7O INV: 2535.58 STA: 6+45.29 �=... L: 38.5' 4. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST INV: 2534.07 o m m I '� II-- SSMH #A-3 (60-INCH) BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT L: 70.1' Lu BLOCK 2 O HEALTH DEPARTMENT REQUIREMENTS. ' x STA: 1+00.00 OFFSET: 0.00' (� Q 15 a) i / N: 720495.07, E: 2438651.60 Q o W O °° 0 0 0 v c' U co SEWER ALIGNMENT "B", m ' I ' _ SEE THIS SHEET. a) I m I T z SEWER ALIGNMENT "A" PLAN AND PROFILE SEWER ALIGNMENT " B" 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' r-I O z ww J J z IL IL 2550 2550 2550 2550 z z 0 = z a a =o -� m Q W z z �o vw� v �o cnw z wao z �o cnw�`� �o w - S Q Q G J J z ao z --�- o� co " 2545 2545 Z o `.`.�.ao z co 2545 2545 i� 00 00 i v z > Q m O U- tD a0 Ln Do 11i 00 0o Co� 00 � W - O cD cD O coo O N 0 a0 cOo p cD cD O (D O ' ^ N � iri I �c"D � L CoL. nn � (ri r O O v / Q O " Q - oC z z �a�0 - - - N N�r7 � `n � Q +r) N H g r- 0) � 0 00 I Ord � co � I �°jM � QO00 � n � Q1�� � � N N� Z O Ul .tc� l7 N QOap Ln " m0OLn N H +mNN F- 2�N - O U) r7 - � 0r� NNN H M W _rn N z z z O o? o �Q > > � (n 7 " +ul) FINISHE GROUND =0 N z O = - 2 NZZ (n +r7NN H = N - - - C 2540 Cf) > �Q » > �,�,o Z Z Z � Z Z 2540 N » > > > > 2540 Z Z Z Z Cn H N - - 0 2540 _ z z cn cn E E: E: cn cn H✓ z Cn cn cn Of z cn cn o- ? z W FINISHE GROUND ujn ofx of z z z J J - - - ` ISTING GROUN N W Q Q EXISTING GROUND U) W W 2535 2535 2535 I I 2535 W W 0 Lu Lu Cn o _ 'OCI cn N Q N (D 00 " N N o N V 2530 2530 2530 2530 x x N if u Z O Q 2525 2525 2525 2525 V O Q Z 400.8' o 8" PVC ® 3.7 % 0 0 2520 2520 2520 2520 s a o N 103.9' of 8" PVC ® ,40% 2515 150.4' of 8" vc 0.40% 2515 2515 z 2 515 168.9' of p Y E N G I N E E R I N G 0 9233 WEST STATE STREET BOISE,IDAHO 83714 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FINISH GROUND CENTERLINE OF SEWER PIP ALIGNMENT 2510 kmengllp.com 3 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 it DESIGN BY: LCK N oo rn M� M o rM7 cMo 0�0} 00 00 00 a- o DRAWN BY: LCK/SRM 00 N rn rn N 00 00 c N co a0 . � N L r 0)0 f f f a o o o 00 DO ao C6 o o o o of CHECKED BY: LCK CO 00 00 PO to PO M � M M M M POM M M u-) N Ln o M M LO M Ln � C N (N Ln � 04 Ln � Ln � V) � NN N NN NN C14 NN " N NN No to o N N N N N NN N N NN NN N N NN N N N DATE: JANUARY 2021 PROJECT: 20-125 SHEET NO. 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 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 0 a 0 5. 1 N 2 SHEET NOTES KEYNOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER 1. MAINTAIN VERTICAL AND HORIZONTAL VISIONAL fHC/ NOTES. POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY �pk ��CENS�cO OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C1.1 FOR ADDITIONAL INFORMATION. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 2. MAINTAIN VERTICAL AND HORIZONTAL 11 812 60 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE POTABLE/NON-POTABLE MAIN/SERVICE OR `f)� �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SERVICE/SERVICE LINE SEPARATION PER CITY OF SD-507. MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 0/, lF OF �� �lv� , �/�/ �(\N D. INSTALL STANDARD SERVICE MARKERS PER CITY OF FOR ADDITIONAL INFORMATION. C. MERIDIAN STANDARD DRAWING SW3. E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON STUB LOCATION. STATIONING TAKEN FROM CENTERLINE OF SEWER ALIGNMENT. BLOCK 1 F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM 3O SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w O7 6 O O4 SEWER MAIN AND SHALL BE 4" DIAMETER. a Q STA: 7+19.02 STA: 7+85.02 STA: 8+51.06 STA: 9+14.77 INV: 2535.80 INV: 2536.33 INV: 2535.59 STA: 9+73.89 hS A- +68. (48-INCH) INV: 2536.06 l INV: 2536.82 STA: 5+68.23 OFFSET: 0.00' L: 51.5' L: 51.5' L: 51.3' L: 52.3' N: 720323.21, E: 2439367.30 ' L: 53.3' tl 2 w 2 2 2 STA: 10+03.13 00 O9 Z2 2 INV: 2537.03 s V L: 50.3' / 6 P' 6 P 8,.w 8,.w 8,.w w 8„w 8„w 8„w e` s Pi �� z � fo- 47 � BLOCK 2 102'�.0 W. CAPRIANA DR. 8+00 9+00 5 e 0 STA: 5+68.23 Z L u $..S "s ^ry 14 13 �"S 10+00 2 O � INV: 2537.22 � N U Z _ - C8 12 11 4�xp0 L: 38.5' 8 LLu 1 17T _ SSMH #B-3 (48-INCH) 1. O Vie` V) STA: 10+03.13 OFFSET: 0.00' STA: 1+41.50 STA: 2+07.00 STA: 2+78.00 SSMH #B-2 (48-INCH) N: 720387.05, E: 2439543.53 INV: 2536.30 INV: 2536.56 INV: 2536.84 �� STA: 5+21.88 ' w / STA: 9+00.77 OFFSET: 0.00' �5 w ' N: 720412.68, E: 2439444.44 ti L: 51.5' L: 51.5' L: 51.5' INV: 2537.60 e` STA: 7+30.23 STA: 9+08.77 2 2 8,w 1�� L: 42.8' INV: 2536.55 2 s1 O INV: 2535.84 - 3 0 A, L: 38.5' ��-w L: 37.9' av+ Ark00 SEWER ALIGNMENT "A", ^w 2 \ °e _� g STA: 4+63.21 8„w - 8,.w 8"w 8"w 8"w 8"w 160°SEE SHEET C5.0. �, INV: 2537.61 sA 3 BLOCK 3 Q, ® ��� 0 1+00 2+00 W.TENUTA DR. 3+00 L: 40.5' CO 8"S 8"S 8"S \ BLOCK 2 �• � o s 9 G) s STA: 4+21.01 A z Cp 1 INV: 2537.41 �e 0 2 L: 37.3' SSMH #C-2 (48-INCH) / Ai 2 STA: 4+33.95 OFFSET: 0.00' STA: 3+62.05 N: 720226.88, E: 2439273.74 SEWER ALIGNMENT "C", ¢ 3 INV: 2537.19 SEE THIS SHEET. � cn STA: 1+96.00 STA: 2+56.99 STA: 3+15.66 L• 39 9' O aoLu INV: 2536.51 INV: 2536.76 INV: 2536.99 L: 38.5' L: 38.5' L: 37.2' < O BLOCK 3 Vie` U 3 O 2 3 SSMH #C-1 (48-INCH) / 0 °' SSMH #A-6 (60-INCH) O O e` STA: 1+00.00 OFFSET: 0.00' STA: 3+27.71 OFFSET: 0.00' Vi / z N:I ;20193.72, E: 2438945.71 N: 720191.91, E: 2439173.41 SEWER ALIGNMENT " 6" PLAN AND PROFILE 0 50 100 150 0 5 10 15 O Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' z w w 6kSEWER ALIGNMENT "C" PLAN AND PROFILE z z o 0 0 50 100 150 0 5 10 15 O Q 11= 11= N J cL cL Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' _ � z O z p = z a a 2550 2550 2550 _ _ 2550 CO Q w Q Q �� z ^ z z� U0 �/� W ^ =0 W U00 L^�' �0 Z .� =0 W v v U o w z� l co co v o n w T ao I LL_ oo Z� 00 a > o U zo �O 0) � zo � 00� �0 000 0) �O 0) 00 _O cfl Q O �o LL. `° M�� � �o � � N i�� N (14 N�� M "'N°� 2545 �u 0 2545 2545 2545 - 't DC z z r N I ri Ln V) u) M rM Co U r L N U n ' U) N I con N //�11 w w NrConj n mo - to N 000 NON H n N � 000 T) I r. n N + 7 N ? I qLO N =r+N Z =O +`n It C14 z D +� N =rnNZ o N > o> a +� zz N�� ? ? NN� z z c�n�� > > W L7 V' 2�N - O _ N O FINISHED GROUND z z O _ FINISH GROUND > > NN� Z Z �Q » > NNE - - W Q Q NNE z z NND! Z Z Z J J 2540 2540 2540 _ _ _ - __ _ _ e _ __. 2540 N Lu Lu " w w W W EXISTIN GROUND \-EXIS ING GROUND I I N Lu Lu I I cr_ Ln V) 3 3 Q to 2535 2535 2535 - 2535 (D a N N N V N a m x '7 N m 134.3' of 8' PVC @ 0.60% 0 2530 102.4' of 8" PVC @ 0.6 % 2530 2530 2530 a 400.0 of 8" PVC @ 0.40% 10 .2' of 8" PVC @ 2.82% E D 0 0 a 2525 2525 2525 2525 0 a Q 227.7' of 8" PVC @ 5.00% a 2520 2520 2520 2520 Q ZZ Y Z E N G I N E E R I N G a EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 9233 WEST STATE STREET 2515 FINISH GROUND CENTERLINE OF SEWER PIP ALIGNMENT 2515 2515 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 PHONE(08)63936939 kmengllp.com 3 N 00 O 0 r 00 ao 00 ao 00 00 '"� 00 N °' cD °' cD 0) r 0n o0 a0 O O N O N 0) o0 DESIGN BY: LCK M � r 0) � r 0) r7 (0 00 O N 00 0) 0) 0) O 0) 0) 0) 0) O) 0) 0) 0) 0) O O p O o M O M O n O M O n O M n n O M O M O n n d' d' d. N '. N � U) d• d' T) DRAWN BY: LCK/SRM �n �n �n �n �n CN �n Ln Un �n Cq N �n N �n Ln a 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 a CHECKED BY: LCK o DATE: JANUARY 2021 u 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 PROJECT: 20-125 SHEET NO. s Q a 5. N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. s CENS B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. 6860 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN sT 2125122 p STANDARD DRAWING SW3. OF \OPT v D. 12" AND 8" WATER MAINS SHALL HAVE A MINIMUM OF 5' y��/�/ C. K\�� AND 4' OF COVER, RESPECTIVELY. E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. 3 _ _ _ _ �� r CIVI L ACRONYMS Epp XpETo _TOES -moo==_ _ _ �EP�PS�=_�sPl_� 8s STA: - ROAD STATION f TO - TOP Ps s'•p, 8"s 8..w OP _TOE E_TpE _-lzoa ' - -a'�ps- s'p/ QUARTET NORTHEAST \�s e„�` FLG - FLANGE MECHANICAL JOINT S _TpE_ _TOE -rOP _ -EP=Psi �6»P SUBDIVISION N0. 1 N: - NORTHING 5 s �� rpE EG ro TOE_ _-Toa=� -_ EP Ps �s.,pl s e w E: - EASTI N G o �i 2.,u r0 E � 76p� E_r0E T of_ro _ iD�� _-EP=ps_ s Pl J�s„ S lL - STATION OFFSET LEFT R - STATION OFFSET RIGHT N -TOE EG_ �_ _TOE E-TOE _ _0 -rAP EP_ps ps I 6„pl 3 8 s 8�1 \ _rOE co O`_ _TOE -TOE \ I I °° �d0=do-s pl ` \� TOP o �op°n_ `TOE\ `TOE` _ __�P �Qp �'= � s '�s" o KEYNOTES TOE. Fo �� TOE TOE ��Top - =PP- s pl 8's 1. MAINTAIN VERTICAL AND HORIZONTAL _d0-d PI _T�p TO _-p- 6„pl co _TOE - _ _ Top_ _ ___� POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY _ s ro rpp �Ec_ _ TOE_ E-Tod roP ���6., I OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET Ec Top OP TOE �� _ -\ 6,p1 C1.1 FOR ADDITIONAL INFORMATION. a - EG o OP -TOE FIVE MILE °�_r TOP `p _ 2. MAINTAIN VERTICAL AND HORIZONTAL N I Ec _roE CREEK ��r` TOP - \p „PI_� z _ J 10 TOE �Ec _TOE T - -EPP� s pl I POTABLE/NON-POTABLE MAIN/SERVICE OR / BLOCK 1 roE �Ec �qr� _TOE °P _�_ �EpP� 6'PI� SERVICE/SERVICE LINE SEPARATION PER CITY OF N 17 // / 1� / r°E=Ec_�eR roE TOE=�\rOP� - - --�p�EP- PI�L MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 w E- �E _ ps Ep FOR ADDITIONAL INFORMATION. 3� oe O TOE EG TO TO TOP �_ _� s PI - / / TOE EG �Q� TOE �-TOE _ TOP- -_ s _ 6'P/ ro`Ec _ ��� _TOE_ �-_o f roP_ _ PZ\; s 3. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" _ aL 8� ��Be a _�_r0`EG TOE -rQp_ TOE r E_ `oE�-P� \!\E��o A� METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN 5 \ E� Top _ STANDARD DRAWINGS W1, W2, AND W6 ci So TOA O 14 I TOE EG TOE 'fi0 TOP TOE rp ��-� \ \ 4. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" N s's\8S 3 1-FIRE HYDRANT ASSEMBLYO7 13 11 10 9 �_ / _TOE E=AEG TOE ��`� rOp \\ METERS AND 3/4" METER SETTERS PER CITY OF 5 1-8" X 8" X 6" TEE 12 O O TOE �0, �� _ TOE. MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. n 1-6" GATE VALVE 1-8 1 1.25° ELBOW l _TOP TOE 1-8" 45' ELBOW N: 720509.91, E: 2439048.97 �� _TOEG_ � REMOVE 2" BLOWOFF ASSEMBLY_ \ °' 5. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE I N: 720512.69, E: 2438698.97 N: 2 6" PVC E_ EG_ -�\\ AND NON-POTABLE MAINS. N �; 18 N �„ 15 N: 720512.25, E: 2438754.83 1-FIRE HYDRANT ASSEMBLY 7 / TOE_EG- AND CONNECT TO EXISTING 12" MAIN w O O 1-8" X 8" X 6" TEE I TOE INSTALL 1-12" COUPLING 10 °p \ °s 295 LF 8" PVC �- N: 720458.19, E: 2439769.12'R `� \ 6. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE oz 2 3 3 1-6" GATE VALVE _ °e aW a 4 3 -���„��� oP.___ " ToF, � � WATER MAINS AND SEEPAGE BEDS. 4 10 LF 6" PVC �7 1� rpE W 2 2/ i2 N: 720498.00, E: 2439107.91 6 O 7 1-FIRE HYDRANT ASSEMBLY °Q A. / As\ 7. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD 2 4 O 1-12" X 12" X 6" TEE .F \ �e� \ DRAWINGS W8 AND W9. N `' I W. CAPRIANA DR. 1-8" TEE 1-6' GATE VALVE r� \ s 19 50 LF 8" PVC 8"W 8"W 8"W 8" 2 2-8" GATE VALVE 10 LF 6" PVC o 8. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN a T ti STANDARD DRAWINGS DETAIL W12. a 16' 1 "SD 16"SD 1 "SD 16" D 16 SD 16"SD N: 720441.04, E: 2439389.89 N: 720451.90, E: 2439761.34 1-8" 45° ELBOW 2 4 O3 N: 720476.75, E: 2438662.45 s' 8"S- 8"s "s 8"s 8"s 8's 8"s 5 ` �oF 9. PIPE JOINT DEFLECTION NOT TO EXCEED 1 2 THE PIPE w 3 K - _ "s_ „W 2 110 LF 8" PVC T\� MANUFACTURER'S ALLOWABLE DEFLECTION. CONTRACTOR IS 60 LF 8" PVC 6 s 2 4 1-8" 1 1.25° ELBOW e 'o REQUIRED TO VERIFY THE DEFLECTION ANGLE. a 55 LF 8" PVC 2 2 s"s 8„ N: 720418.81, E: 2439499.92 2 10. EXISTING WELL MUST BE ABANDONED FROM DOMESTIC OP � � 8"yy � °c^ i 1 3 4 4 2 290 LF 8" PVC s 2 2 50 LF 8" PVC O2 A USE IN ACCORDANCE WITH IDAHO DEPARTMENT OF WATER o s S " fey 10 LF 12' PVC \ RESOURCE REQUIREMENTS, WITH VERIFICATION OF 3 20 5 4 "s 4 �° 'fie! DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. N _ 2 s s 8 ' 1 70 LF 12" PVC \ a 4 2 1 8"s 5 1-8" 22.5° ELBOW R"c BLOCK 6 O P', - � 4 1-FIRE HYDRANT ASSEMBLY 7 N: 720399.30, E: 2439546.64 s� °A\ W 50 LF 8" PVC 1-8" X 8" X 6" TEE 2 / 9 O2 z N 240 LF 8" PVC O ~ - -g- 1 'A _ 9 65 LF 8" PVC 1-8" 1 1.25° ELBOW - � - SS ° 50 LF 8" PVC 10 ' 1-6" GATE VALVE 1 1 00 DEFLECTION POINT z o 21 10 LF 6" PVC 80 N O N: 720406.87, E: 2439705.67 O z c5 � 1 1-8" 1 1.25° ELBOW 1-8" 22.5' ELBOW N: 720389.45, E: 2439379.22 �' L Q N: 720327.03, E: 2439355.61 70 LF 12" PVC 6 P s PI s PI s I s PI s PI N: 720209.04, E: 2439157.91 ` N s.,Pi p1 > 18 17 1 10 LF 8" PVC -o s / ' S CO 3 105 LF 8" PVC �e o / (� N DEFLECTION POINT O O 1-8" TEE 9O ,. N_ 720359.75, E: 2439654.42 > O W 5 M Il -00 w 35 LF 8" PVC 2-8" GATE VALVE s / 6p 90 LF 8" PVC S 45 LF 12� PVC H 1 N: 720210.47, E: 2438977.35 a 22 x O 1-8" 1 1.25° ELBOW o G �1-12" TEE m Q LW w 1-FIRE HYDRANT ASSEMBLY 7 e _ o_ N�' 2 w 1=8" X 8" X 6" TEE 16 15 14 13 N: 720262.57, E: 2439290.1 1 2 10 1 ® ��� 1-12" XATE 8" REDUCER CER cS w� � z 1 6" GATE VALVE O O O O 12 O011 70 LF 12" PVC 0 60 120 180 - G ,;?N 4 �n a, 11 //'1-8" GATE VALVE LJJ 1 10 LF 6" PVC e �� 4 O$ e` /F�N- 720326.53, E: 2439622.59 N: 720212.76, E: 2438689.85 50 LF 8" PVC � BLOCK 6 �/ Plan Scale: 1" = 60' z > It 01 `-' 3 4 4 50 LF 8" PVC a°ye oW r 3 4 BLOCK 3 105 LF 12" PVC Q W I N _ 2 2 2 2 2 2 2 °�,'1-FIRE HYDRANT ASSEMBLY O W Q 23 O7 1-12" TEE / 1-12" X 12" X 6" TEE _ - S 2 w FL O 5 eA 1-12" GATE VALVE 1-6" GATE VALVE - c5 `O $� a 1-12" X 8" REDUCER 10 LF 6" PVC 1-8" 45° ELBOW 8'W 8" 8'W 8'W W �e N: 720277.67, E: 2439575.77 N: 720236.13, E: 2438660.54 W. TENUTA DR. a' q. � 1-8" GATE VALVE N s 8•' a"s s"s 8" 8"s s" 8"s 8"s- s"s s"s s O s 70 LF 12" PVC N: 720201.21, E: 2439502.50 Q W p 285 LF 8" PVC 1-8" 1 1.25° ELBOW °' Lu o 2 1 70 LF 8" PVC N: 720236.13, E: 2439249.85 \ / 75 LF 8" PVC Q �_ `n 2 2 DEFLECTION POINT 1 l' Q W U 5 2 2 N: 720149.65, E: 2439453.10 s o, a roe 1- 2" BLOW-OFF ASSEMBLY FOR O8 W Y I 3 4 4 FUTURE WATER MAIN EXTENSION u N 24 5 LF 8" PVC 4 3 Q 4 1-8" 1 1.25° ELBOW m 1-FIRE HYDRANT ASSEMBLY O7 `� N: 720150.36, E: 2439555.57 11111 N: 720218.06, E: 2439205.21 1-8" X 8" X 6" TEE 1-8" 45° ELBOW w / cg,z N: 720212.81, E: 2438683.49 195 LF 8" PVC, Q 1-6" GATE VALVE 4O W so, 26 27 28 > O 10 LF 6" PVC � 25 = N: 720209.61, E: 2439085.84 N pp O OU 200 LF 12" PVC '` P�Q a°ye C X sA N J 1-12" CROSS O O 6 �Q� / N ' z 1-12 GATE VALVE m O7 1-FIRE HYDRANT ASSEMBLY �' C° t °O 1 2-12"x8" REDUCER e P� •�N G F� 1-12" X 12" X 6" TEE .� � o I N 60 LF 12" PVC -s PI s PI s PI 1-6" GATE VALVE 2-8" GATE VALVE p °Q Z I I 1 TOP 1 10 LF 6" PVC 1 s'PI N: 720015.48, E: 2438975.80 --s'PI o °� °e N: 720016.19, E: 2438886.30 155 LF 12" PVC ® 1 1-FIRE HYDRANT ASSEMBLY 7 0 12,W 1-12" X 12" X 6" TEE a 1 12"VV 12"W 12 12'W 12"W 1 "W _ 1 "W 12"W 12'W 1-6" GATE VALVE w 390 LF 12' PVC 9 160 LF 12" PVC 10 LF 6" PVC A 00 N: 720041.07, E: 2439287.02 90 LF 12" PVC n 10 F o 1-FIRE HYDRANT ASSEMBLY 7 DEFLECTION POINT W. SAN REMO ST. N: 720014.23, E: 2439132.28 a 1-12" X 12" X 6" TEE Q N 1-6" GATE VALVE e c$ 10 LF 6" PVC / N: 720019.31, E: 2438493.97 BLOCK 4 1 12"sD N I W � � D O 1 1O BLOCK 5 ��P/ c 90 LF 8" PVC S P a w Ito' I 1 CONNECT TO EXISTING 12" MAIN o ri u i- I m 1 1 I T ZI N 1-12" GATE VALVE z4° z4'�I z4"cl z "GI e Q ee I s - P P- TnTQP CO OP Z I W I N: 720019.77, E: 2438435.94 - OP TOP -� $ }r _ b L - $ $ t Td°P- =TOP p 20' CITY of MERIDIAN E N G I N E E R I N G ° Tp - - _ - _ - _ - _ - _ WATER EASEMENT 1- 2" BLOW-OFF ASSEMBLY FOR O8 9233 WEST STATE STREET FUTURE WATER MAIN EXTENSION 2 �- --- - - - - - - _ - _ \ BOISE,IDAHO 83714 N: 719923.98, E: 2438975.07 �, PHONE(208)639-6939 W °-o kmengllp.com 3 I I TOE TOE 1 DESIGN BY: LICK G I 0 I I I I DRAWN BY: LCK/SRM 3 $ In o I I m I I 8 CHECKED BY: LICK z I I I 7 I I I I I I i I DATE: JANUARY 2021 0 PROJECT: 20-125 rs - SHEET NO. V Q N N O N 2 SHEET NOTES OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. ANAL SS\ pENSf�C�y SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. Q�� � f C. IRRIGATION SERVICES SHALL BE 1" CLASS 200 860 �- roe - =�� - - - �� �Ps - 6•P, IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NMID POLYETHYLENE PIPE PER DETAIL, SHEET C7.2, TYPICAL. 1125121 1-6" 45' ELBOW _TOE - _ oP-� - - -� P�_�s� -�6P IRRIGATION DISTRICT. 1N: 720752.03, E: 2438507.13_ - TOP - P _ D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS s �oP _ r TO - _E?_ 6"P/ THE LARGEST DIAMETER PIPE COMING INTO THE FITTING OF CII1-6" 1 1.25' ELBOW OE_TOE E_TOE - - - - ' Ps_ _6' OR VALVE. y� \N� 12"W _ G 1-6" 45' ELBOW TOE TOE - -��_- --roP-�_ -� =_ Ps �k•PI IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. C. K E-N: 720763.26, E: 2438518.5 4��ro-- _ToE _TOE- _ _ - �� - ����Ps s"P� E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL TOE EG_ T P OP _TOE TOE��T - - - - Ps _�,� �L s'P� SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. EP TOE Ec \oP OP TOE FIVE _ - -lop - - �� Ps 6 If I d0 6^p► T fG roP \TOE MILE CREE'^� - - _ �� � --P J� f F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 1 of z - K - - _ - - _�_�$�FP CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING \� �� `T TOE - _ - T12P - EP Pg �P- 6'Pi a 32 SD-403. _dol 6"p► FC JP °E ` - - _ - --TOP TOP Ill--PP ° _ To 500 LF 6' PVC TOE I - _15 LF 6" PVC dol 6'P► E o TAP T°E_ TOE - - - - - -P-P- A. ` _ - _ - TOP _ EP s"bJ.�' 33 G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 NCII _ - _ 3 EG oP TOE_ TOE- _ - _ - _TOP- - _ =P-EP PVC OR APPROVED EQUAL. I I I _ = _ _- - _ 6"P► _EG___1 _roP OP TOE- - TOP - - - �C''_p` EG __ TOE_ TOE�` - - - i�- 6"PI POP - - 'r ` PS H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER Lu w 1 6"P► OP _OP TOE T8E_ - _ OP - E-- 6'P I = I Ec - - \ i THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS a EG TOP _ TOE -T` - - TOP - - EP 4 6" 1 fro ��BP� _ToE -TOE - - - - _`_CEP s P�� WITH PROJECT ENGINEER DURING CONSTRUCTION. E EG - - TOP - EP - - _�,. 6'p TOE _cc _ToE --To - - _ _ TOP - - _ _ -E s Ea_ P1 I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE _ s'"Pi OWNED, MAINTAINED, AND OPERATED BY THE HOA. 6.. ► -TOE=EG_ �� _TOE- �-r0E - - TOP_ - -�Epp S�- _L 6„P _ a°� 16 ..P TOE_TOEEG_cc � _ �OP� TOE-TOE -T==- - TOP-TOP- - -�_S "P�P-&0- ' KEYNOTES N I - - - _ _ToE `fc �_�P� T°E ` - -0=_- - - TOP-TOP -�S�P\E 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE 1-6" DEFLECTION POINT 6"p► TO \ _T°E - _ ToE - _ - `'� �a BLOCK 1 N: 720662.56, E: 2439007.91 E_Ec_ - -- OE _ - _ TOP - - - POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, _ 0 11 6'.p TOE Ec o� TOE - _ -_ _ - 7,0P STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE 8"S ' SOP �8.. o TOE EG p a ► _EG o P r �,` To- - _ TOE-�O� _ \ IRRIGATION NOTE 3, SHEET C1.1. 6'P► -TOE�� EG ToE_ 1-6" 11.25' ELBOWY roF z 315 LF 6" PVC s.p �OE��E- 1-6" 22.5' ELBOW - 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. O s � ► of 85 LF 6" PVC N W s t� 13 N: 720539.23, E: 2439643.74 zn cl� s \ 12 s" ► TOE__EG _T° ���� 3. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.2. g c e O 1-6" DEFLECTION POINT TOE - - �_'- \ - w N: 720602.97, E: 2439317.21 •.P► 1-6' DEFLECTION POINT TOE_ 4. INSTALL AIR RELEASE VALVE PER DETAIL, SHEET C7.2. pc - / 10 � N: 720573.19, E:_2439452.14 EG �T� 0 �� < O O 20 LF 6" PVC ► TOE _Ec 48 N w m 18 a 15 m 9 1-6" DEFLECTION POINT 6"P► _T°E=Ec \°P- 0D N: 720598.64, E: 2439337.75 o TOE EG TOP_ 415 LF 6" PVC / 8 0 6" ► ToE\Ec, o 30 LF 6" PVC 6"p � ► r� 0 50 100 150 N w�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ O 195 LF 6" PVC Plan Scale: l" =50' - - 1-6" DEFLECTION POINT c., - N: 720579.15, E: 2439422.78 d I g.,w : 8„w 8„W 8., 8.W 8.,w 8" 8., - - Q� p W W. CAPRIANA DR. 16"SD �16SD 16"SD 16"SD 1 "SD 16"SD 16"SD 16"S 16'SD --may I s s"s� s"s s"s s"s s"s 3 "s s"s "s "s "s s"s-per •W _ _ 110 LF 6" PVC _ kk 0 I 0 _ss w _ - _ _ e` r W I � - - N - - - - - - - - - - - N - - - - - N - - - - - N - - - 3 8s 8W_8., - - _ 2 4 0 / ti� ' r TF I I - - - - _ _ _ 8„s s"'s_ s°w a w `� _ - - _ - CONNECT TO EXISTING N a 3 I - 3 s 8, 6" GATE VALVE L 00 I - s"s_ " - - - N: 720459.69, E: 2439719.05 // �� AAy / T°F 20 s I - - 8"s 8 W I 3 "s s w s°W� N cal 41 � I 1 O O O O O O _ - ' - - 8„ 5 a W _ w . s O 8'. W a I o I 1-6" 1 1.25' ELBOW - - - - - - - - - - - - - - `D o 3 O I 1-6" GATE VALVE - - - - J N I 21 0 I N: 720349.30, E: 2438684.59 1-6" DEFLECTION POINT o Owl °o N: 720346.56, E: 2439029.47 M 55 LF 6" PVC 1-6" TEE -s I / \ / a I N: 720338.08, E: 2438503.84 °� I / w 1 15 LF 6" PVC I o 6"PI 6"PI 6"PI "PI 6'PI 6"PI / \ Q`10 N c� 6"PI I 3 / 3 \ ^L / W 345 LF 6" PVC 6"p► 15 LF 6" PVC a 1-6" 1 1.25' ELBOW 1 1-6" DEFLECTION POINT W P 1-6" GATE VALVE I I N: 720340.63, E: 2439086.49 6"P► / S / 10 N L u N: 720337.15, E: 2438620.84 o Q3 65 LF 6" PVC 200 LF 6" PVC 6 P► / ,� / o O > 11=N 22 w I 1-6" 1 1.25' ELBOW / 2 e e` ® ti �y = O 1-6" 22.5' ELBOW oy W I 2 I 00 I`__ I 18 17 16 15 14 13 12 N: 720301.48, E: 2439280.30 / /' a oQ m Q z I 1-6" GATE VALVE / / BLOCK 6 W N: 720292.12, E: 2439289.44 / 1 �e / / V) 00 I _oy DP N I � I i' $� / 65 LF 6" a W Cli _ 195 LF 6" PVC I ` °� 1-6" GATE VALVE / �� �50 moo`" N Q z 4� s L - a'w'� / N: 720246.34> E: 2439334.16 �e / Oy / Q - O I - - - - - - - - / / / aye W 0 - - - - - / Q _ N (n `� `� Ln „w�a $s /' 115 LF 6" PVC "w s"w s"w s" s"w s"w s"w s"w a"w / CONNECT TO EXISTING o Q W 8„w 8„w 8„w 6`. "s n i A� 6" GATE VALVE / �° W.TENUTA DR. N: 720186.07, E: 2439442.42 0`� �Q/� ��/ \ 8„S 8„S 8„S � 8„S 8„S 3 8„ 8„S „S $„S 8„S 8„S „S $„S 8„S e // / , / v / LJ� ING - - - - - - - - - - - - - - - - - - - - \ N - - - - - - - - - - - _ CONNECT TO EX6ISTTEE 6 1 ' ,ti 80 LF 6" PVC ` / �o`" L~LJ W N: 720163.36, E: 2439415.23 aoy 3I 1-6" 45' ELBOW / �oQ 4 NI N: 720141.60, E: 2438502.28 I i BLOCK 3 O / 2 Q N " �I BLOCK 1 Q ,/ /N /a0y / D W m I 24 I 0' � I O 0e 1-6" GATE VALVE / `/ °e V � o I / �\ 26 27 28 I Q �� I O O 3 \/ / N: 720131.39, E: 2439499 49 00 3 \ 120 LF 6" PVC 25 9 r O I > I O 6 e // � 20 LF 6"' PVC ao w NI I oP \ v I PRESSURE IRRIGATION MAIN \ 1-6" 45' ELBOW I 00 0 I AND SERVICES TO BE 6 P� / o� 1-6" RESTRAINED END CAP o I I N: 720055.06, E: 2438587.46 I J CONSTRUCTED WITH QUARTET / i �ti / N: 7201 15.91, E: 2439515.64 I T°F �' CONNECT TO EXISTING z �� I NORTHEAST No. 1 SUBDIVISION w 3I I CID I 6" GATE VALVE I I / N N: 720053.90, E: 2438733.48 I °q TOP I 6"PI 6"PI 6"PI 6"PI 6"PI 6"P4 6"PI°0 6" 1 I 6"PI 6"PI 6"PI 6"PI 6"PI 6 145 LF 6" PVC \ / .00 \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � N N N Q o 12"w ^ 12" � 12"W 12"W 12"W 12"W 12"W 12"W "': 12"W 12"W 12"W 12"W a 12"W °QI2"W " 12"W 12"W 12"W 12"W 12"W Ln Q / / � ' N N f BLOCK 5 -gg 01 Z �I Sn Z C14�I P 00 Q 0 W. SAN REMO ST. °' J m I I o z _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I I I0 - - - - - - - - - - - ® `� - - - - - - - - - - °Pco� E N G I N E E R I N G ~ NI - BLOCK 4 O 12"SD 12"SD 12' D 00 aO �OP 9233 WEST STATE STREET I / BOISE,IDAHO 83714 a / 10 jOE 1(7'PI i 10" 1 o PI 10 PI 1 o PI 1 o PI 1 o PI 1 o"PI 10 PI 1 o PI 10'PI n loP v PHONE(208)639-6939 - - - t0/ kmengllp.com � - - - - - - - - TOPOE'OP " TOP TOP TOP TOP s TLP T TOP TOP TOP TOP TOP of�OP_ DESIGN BY: LCK a� 24"GI : 24"GI 24"GI 24"GI 24"GI 24"GI TOE T E TOE TOE-�T E TOE TOE TOE TOE TOE 3I I TOP TOP TOP EG TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP �I w ITOP PRESSURE IRRIGATION PUMP DRAWN BY: LCK/SRM I� /. - - - - - - - - - - - - - - STATION TO BE CO�{STRUCTED Z I °� o - - - - - - - - - - - - - - _ „c� WITH QUARTET NORI�HEAST No. CHECKED BY: LCK o I I- / / \ °A 1 SUBDIVISION DATE: JANUARY 2021 NI �\ PROJECT: 20-125 G a TOE TOE TOE 1 1 SHEET NO. In Q � I� o I I � I C7.0 a i I NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN STANDARD TA DAAND MANHOLE �c�'SS\OCENS£N��y THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE FO ADEQUATE VENTING. LOCATE N R I VALVES COMMON ROAD ON AGEW EREVERPOSSIBLE. OR EAR 6860 � JT 1/25/21 o Q �� 9TF OF \pP �v C. 24"0 CONCRETE FIBERGLASS PIPE. LENGTH VALVE BOX AS REQUIRED. & COVER I WATERMAN MODEL CR-100 AIR RELEASE VALVE (OR EQUAL) -III III III I I I I III III III-_ /2 GALVANIZED IRON NIPPLE & 90' ELBOW � MI NE I I VGALVANIZED BALL VALVE CURB STOP (MUELLER 300 OR EQUALAPPROVED METAL OR PLASTIC TAG WITH "NON-POTABLE _ 1-1/2"0 SCH. 40 1-1/2WATER DO NOT DRINK" IS -I = GALVANIZED IRONTAPPINREQUIRED. CONNECT TO VALVE ° PIPE RISER SADDLE cnBOX WITH EYE BOLT AND WIRE TIE °° I 0 b6" 1-1/2.0 N. IRON PIPE I I I w � ° a• I I IRRIGATION I I C 0 0 � � � (� 0 � - TRENCH 8 — MAIN III— o 0 -I - BACKFILL a _ a a a : _ 00 00 — I I= CLJ 00000 =1 = �` o � 0 1 0, 60� 0 —I - d ( 00 � 1-1/2- BRANCH � `' �q C) - o � I - z TEE I I I I (�'� ( ( 000 I SCALE: NONE - o o II � I �2 CUBIC YARDS MINIMUIMI IE=E III III III; WASHED DRAIN ROCK,- MAIN LINE AIR RELEASE - �E�02" - NTSR AS REQUIRED. -� � i III III III- III III � � � DIG TO FREE DRAINING SOILS TYPICAL MAIN LINE DRAIN z NTS Q 0 AC PAVEMENT BY OTHERS z (— PAVED SURFACE SEE NOTE 1 BELOW z z VARIES, 2.5"-3 O W 3/4" MINUS BASE, BY OTHERS — Ld VARIES 4"-6" N W Ld Ld _j 0 = cn 0� D� OQ O� OQ D� O� D� O� PIT-RUN SUB-BASE, BY OTHERS P/L m Q 0 0 o 0I VARIES, 10"-16" — — --- 10' EASEMENT REQUIRED ON PIPE SIDE _ I 5 N = p p p -TEMPORARY BACKFILL AS II p p p N G J 0 CD O O O I REQUIRED TO MAINTAIN I O 0 D (~ z Z a-12" COVER OVER SLEEVE 3' MIN. SUB GRADE ELEVATION, BY *PLACE APPROVED METAL OR _ I Q _ PLASTIC TAG WITH"NON-POTABLE 6" MIN. — 0 Q z ---- = — Ld _ I I I OTHERS, SEE NOTE 1 BELOW 5' MAX WATER DON'T DRINK"IS REQUIRED W 0 — o 3: COORDINATE WITH PAVING III—III—III—I I � PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT I I w = CONTRACTOR FOR REMOVAL — — — ~-SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND z Q OF TEMPORARY BACKFILL N: COMPACTED TO 95% DENSITY. I I I z cWc V9 LOCATED ABOVE SUBGRADE MIN. 6 LID TO READ: w G FINDER TAPE CARSON MODEL 910T COVER 0 "NON-POTABLE WATER - FOR IRRIGATION ONLY" STUB 1"0 PE PIPE I w (/) 0 LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING 4"0 THREADED Q FINISH (2) 3" CLASS 200 SIGNAL CAP OR PLUG GRADE I "' W W CONDUIT WITH 1/4" 2" NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE p[ COMPACTED TO 95% DENSITY. N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII � N X PIPE AND BELL CARSON MODEL 910 Lu 10" VALVE BOX *NOTE: v MIN. 4" TRACER WIRE LOOP 1. 2'-6" MIN., 5'-0" MAX. a IN UNPAVED AREAS MIN. 6" SLEEVE MIN. 6' SKIDS PER ISPWC SD 307. 2 ' VALVE NUT WHERE THE LINE I 0 SEE DIA. SEE FOR MATERIAL SEE SLEEVE CANED MINIMUM SIZE THIS ET FREE DRAINING. 0 NOTE 5 NOTE 5 2. 3'-6" MIN., 5-0" MAX. Q W IN PAVED AREAS OR Q WHEE THE LINE IS ISOLATION VALVE 10" CLASS 125 PVC PIPE NOT FREE DRAINING. SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED +, p UNI-FLANGE SERIES 1300 OR EQUAL 3. FINDER WIRE AND z IRRIGATION MAIN IDENTIFICATION PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. NOTES: NOTCH PVC BOX, BOTH SIDES TAPE REQ'D. PER w N THE I.S.P.W.C. 4"0 PVC OR ABS 2"/3" 2.83"/4.1 7" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, DIVISION 900. PIPE VALVE BOX FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD 1"0 CLASS 200 z 4" 5.36" 8" PVC C900 g 28" SUB—BASE, ROAD BASE AND PAVEMENT. POLYETHYLENE Y NOTCH 4"O VALVE Z 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE I BOX OVER PIPE WITH g FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR 1/2" MIN. CLEARANCE 6" 7.89" 10" PVC C900 10.16" SIDEWALK. 6" MIN. 4 REBAR FROM PIPE G # 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT 6" ° VARIES. •6" 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 1 '� TO DRAIN 9233 WEST STATE STREET PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 1 2" MIN. MIN. • ° 4MIN'.•: 4" MIN. OF 3 4" MINUS GRAVEL s— BOISE,IDAHO 83714 10" 12.79" 16" PVC C905 15.92" .a• •• a .. ,,•. •a•• � / PHONE(208)639-6939 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL UNDER 10' PVC PIPE w CROSS BELOW OTHER UTILITIES. ° kmengllp.com 12" 15.17" 18" PVC C905 17.85" 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 NOTES: LINE IN POLYETHYLENE PIPE DRAWN BY: LCK/SRM 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION APPROVED EQUAL. WITHOUT KINKS OR DISTORTION a 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: JANUARY 2021 PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. TAPPING SADDLE PROJECT: 20-125 (ROMAC 101S OR APPROVED EQUAL) SHEET NO. V TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE TYPICAL 1" SERVICE C7, 1 N N NTS NTS NTS a