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HomeMy WebLinkAboutConstruction Drawings MERIDIAN STANDARDS, SS\ON fNc SPECIFICATIONS, AND �CENSFDAPEX NORTHWEST SUBDIVISION NO 6 DRAWINGS ' 16860 ■ ■ ■ ,n� 2/9/25 �o Q CONSTRUCTION PLANS ��yTF C.. K\y< � \\ EN MERIDIAN ID PROJECT `\ c \ Digitally signed by Lachlin Kinsella ` \ \ Date: 2025.02.07 14:36:21 N \ c `\ ■ -07'00' BLOCK 18 \ \\ Lu 0 100 " - 200' 300 MERIDIAN, E.LAKE HAZEL RD. F 9 \\ Plan Scale. 1 - 100 ID o --- ---- ---- -- - - - - - - - - - - --- c OE\-�TOE- - - E. QUARTZ CREEK ST. 0 F� O c ' - LOCATION MAP j ® 3 \ 2 F \ O-x x yx x x x x� �x 1 1 \ BLOCK 20 `\ G, \\ N c Z o ® ` 1 1 `\ O2 O F c Lu O � \ S. VICINITY MAP N0 SCALE � \ 3\� �F,o � O Gam! BLOCK 19 O �/c� •. \ c \ INDEX OF DRAWINGS SHEET NO. SHEET TITLE SHEET DESCRIPTION \ A F 5 Q \ o z C1.0 COVER SHEET \ � o C1.1 NOTES ACRONYMS LEGEND \ \ > C1.2 EXISTING AND DEMOLITION PLAN 8 O BLOCK 10 X \\ C2.0 ROADWAY IMPROVEMENT PLANS E. QUARTZ ST. PLAN \ O C2.1 ROADWAY IMPROVEMENT PLANS E. QUARTZ ST. PLAN AND PROFILE \ o \ \m9 c X \ C2.2 ROADWAY IMPROVEMENT PLANS S. SUBLIMITY AVE. PLAN AND PROFILE \� \ 1 843 35 \ 16 \c c C2.3 ROADWAY IMPROVEMENT PLANS S. SUBLIMITY AVE. PLAN AND PROFILE 1 O a 17 \ C2.4 ROADWAY IMPROVEMENT PLANS S. HIGHMARK AVE. PLAN AND PROFILE C2.5 ROADWAY IMPROVEMENT PLANS S. PRIME WAY PLAN AND PROFILE \O BLOCK 14 C2.6 ROADWAY IMPROVEMENT PLANS E. PRICKLE DR. PLAN AND PROFILE 18 I O 45 33 ,Q� C2.7 ROADWAY IMPROVEMENT PLANS S. HEYDAY PL. PLAN AND PROFILE I o 0 BLOCK 17 �JOP 19 C2.8 ROADWAY IMPROVEMENT PLANS N. STARPEAK AVE./E. DIADEM DR. PLAN AND PROFILE 1 46 32 O C2.9 ROADWAY IMPROVEMENT PLANS E. DIADEM DR. PLAN AND PROFILE E. SUPREME DR. PLAN AND PROFILE I m Eo E��E �Fc 20 O C2.10 ROADWAY IMPROVEMENT PLANS SIGNAGE AND STRIPING PLAN I Eo E�� E ec �� 31 z o �Ep e \ F C2.1 1 ROADWAY IMPROVEMENT PLANS STREET SECTIONS I 1 Eo E�/ p�pp III \\ c z E \ Fc O C3.0 GRADING IMPROVEMENT PLANS PRELIMINARY LOT GRADING 30 - C3.1 GRADING IMPROVEMENT PLANS PRELIMINARY LOT GRADING + \ V O P C4.0 STORM WATER IMPROVEMENT PLANS 1�; \ 1\ O6 29 \ Q�� Q C4.1 STORM WATER IMPROVEMENT PLANS \ 1 \� �ii 23 APEX NORTHWEST ��� 0 - W SUBDIVISION No. 5 m 1 W C4.2 STORM WATER IMPROVEMENT PLANS DETAILS \ \ �, z = C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE \ 1 \ \Fcc Q 0 N �� - \� C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE \ 1 O 24 0Lu W C5.2 SEWER IMPROVEMENT PLANS ALIGNMENT "C" PLAN AND PROFILE ALIGNMENT "D" PLAN AND PROFILE \ ( \) 11 O Q W > C6.0 WATER IMPROVEMENT PLANS \ - W i C6.1 WATER IMPROVEMENT PLANS C6.2 WATER IMPROVEMENT PLANS WILLIAMS PIPELINE CROSSING \ \\\ O 26 \ C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS SHAFER VIEW ESTATES \ 1 I O z C7.2 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS SUBDIVISION \\ \\\ O x C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE \ moo \� 11 W C9.0 STREET LIGHT IMPROVEMENT PLAN \ �1 15 14 13 12 L1.0 LANDSCAPE IMPROVEMENT PLANS L2.0 LANDSCAPE IMPROVEMENT PLANS \ o � L3.0 LANDSCAPE IMPROVEMENT PLANS O S. HIGHMARK AVE. } E. SNAG. ST. L4.0 LANDSCAPE IMPROVEMENT PLANS \\ �� < FA L5.0 LANDSCAPE IMPROVEMENT PLANS o z z m L6.0 LANDSCAPE IMPROVEMENT PLANS \ \\ O O \ F\ lop BLOCK 11 Q - m �, o \\ \A \ SOE 23 22 21 20 19 18 17 \ of \\ 3 �OJ \ \FA \� Ol o U N z LEGAL DESCRIPTION \\ \ N WILLIAMS - NORTHWEST PIPELINE o��F� \ \ APEX NORTHWEST Ln A PARCEL OF LAND SITUATED IN A PORTION OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M., CITY OF MERIDIAN, \ FSUBDIVISION No. 4 z NO EQUIPMENT CAN OPERATE ON THE WILLIAMS - NORTHWEST PIPELINE LLC RIGHT-OF-WAY WITHOUT AN ADA COUNTY, IDAHO. \ \ I O a OPERATIONS REPRESENTATIVE ON-SITE. DATUM \ WILLIAMS - NORTHWEST PIPELINE LLC - BOISE DISTRICT OFFICE \ o 11101 \ Z PHONE: 208-884-4300 Z HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE 1301 LOCUST GROVE ROAD MERIDIAN, ID 83642 GROVE ZONE 1103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL p DATUM OF 1988 (NAVD88). L.L E N G I N E E R I N G 5725 NORTH DISCOVERY WAY DIGLINE BOISE,IDAHO 83713 BENCHMARK PHONE(208)639-6939 O ° THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION CONTACT INFORMATION kmengllp.com PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR DESIGN BY: LCK Z ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 1 ® 687019.238 2456482.123 2733.274 ALUMINUM CAP OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT DRAWN BY: LCK 2 QO 688362.229 2456489.121 2727.617 5/8" REBAR ACHD COMPLIANCE BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP CHECKED BY: LCK 3 ® 688361.496 2455622.237 2725.910 ALUMINUM CAP 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY Q THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 DATE: FEBRUARY 2025 z o POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO 4 QO 686990.929 2459103.409 2752.471 5/8" REBAR CONTACT: ZACH MEYERS CONTACT: LACHLIN KINSELLA, P.E. PROJECT: 24-164 - o LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN PHONE: (208) 378-4000 PHONE: (208) 639-6939 WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: 5 QO 687559.580 2457791.639 2742.290 5/8" REBAR FAX: (208) 377-8962 FAX: (208) 639-6930 SHEET NO. _ EMAIL: zmeyers@brightoncorp.com EMAIL: Ikinsella@kmengllp.com J • NONE "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." .O W a N 2 MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS SOON N fN 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S ACHD RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING �CFS �CESF 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE ( ) 149 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER SPWC) THE 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL STANDARDS,DAND THE ISPWC WILrLEBEA ALLOWED ICUNLESS SPECIFICALLY APPROVED IN WRITING YBY THE ELEV - ELEVATION PC - PRESSURE CURVATURE 16860 CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 2/9/25 0 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. FLG - FLANGE R - STATION OFFSET RIGHT Cl F Of �� Iv GI GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN N C• K 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 INV - INVERT SDMH - STORM DRAIN MANHOLE OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE CITY OF MERIDIAN GENERAL NOTES PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK STANDARD NOTES FOR REVISED 3/1/18 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE COMMERCIAL PROJECTS WITH PUBLIC MAINS PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL GENERAL CONSTRUCTION DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT w PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 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 Q ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), 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 AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF 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 THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 2. THE CONTRACTOR SHALL HAVE A COPY THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON (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 SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE (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 ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. ORDER UNTIL THE SITUATION IS RESOLVED. 8. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT BOUNDARY LINE ALL TIMES. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS DD LINK: HTTP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE ANY AND ALL AMAGES TO EXISTING UNDERGROUND UTILITIES. - - OFFSITE BOUNDARY LINE cn PRIOR TO START OF WORK. 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM 9• ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE z ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE - - - - - - SETBACKS O 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT NO "TOLERANCES" ALLOWED. vn REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY - ROAD CENTERLINE j � LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE w �_ 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. LOT LINE LINE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM APEX NORTHWEST SUBDIVISION NO. 6 ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. RIGHT-OF-WAY LINE AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH FINAL PLAT. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O FOUND 1/2 INCH REBAR GENERAL CONSTRUCTION NOTE NO. 1. 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 QO FOUND 5/8 INCH REBAR 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. NO-CHARGE RIGHT-OF-WAY PERMIT. TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC AT THE CONTRACTOR'S EXPENSE. ACHD POLICY MANUAL. ® FOUND ALUMINUM CAP WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 0 CALCULATED POINT DEQ/QLPE APPROVED CONSTRUCTION PLANS. REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. WRITING PRIOR TO CONSTRUCTION. 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 PROPOSED IMPROVEMENTS 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO TRAVEL LANE. S SEWER LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT THE REQUIREMENTS OF THE 404 PERMIT. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A w WATER LINE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA CRITICAL FACTOR. 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 WATER SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE BEFORE CONSTRUCTION BEGINS. S� STORMDRAIN LINE ROUGH GRADING PLAN. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. TRAFFIC CONTROL NOTES Pi PRESSURE IRRIGATION LINE DRINKING WATER SYSTEMS IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY GENERAL CONSTRUCTION NOTE NO. 1. FROM ALL BUILDINGS. 0 SEWER MANHOLE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING 1. ALL WORK SHALL CONFORM THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROLwv HI DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER CONSTRUCTION. DEVICES" FOR STREETS AND HIGHWAYS. WATER VALVE MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 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 THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLICAGENCIESSETHEREIN, ICHMORETIVE. TORS ITEMS. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). FURNISH APPROVPROOFTHAT OALL AMATERIALS RI STALLLED ON H H S�PRO ECT MEET THEEQUI EMEN SCONTRAC AT THE UST FIRE HYDRANT OR THE ENGINEER. 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF REQUEST OF THE AGENCY AND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS / 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. W / SINGLE WATER SERVICE SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 0 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS GRADING NOTES THE EDGE OF THE TRAVEL WAY. W DOUBLE WATER SERVICE z Q (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 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. DRAINAGE ARROWS z z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A CONSTRUCTION ACTIVITY WITH THE EPA. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE O L u STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED _ AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. Ln C7 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. - LJJ AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS \ J PUBLIC WORKS INSPECTOR 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 s s s SANITARY SEWER LINE /Q 0 N UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ANY CONSTRUCTION. SEWER 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 W W WATER LINE 1 S 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. m z G A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF ccG 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. CONTRACTOR SHALL SUBMIT TO DEQ GAS LINE N Q z PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER _ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES op-op- OVERHEAD POWER LINE Q DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER SITE. -GI-GI GRAVITY IRRIGATION LINE MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 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 = or THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). LJ..I W DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. � SEWER MANHOLE S Q 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 G 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLANS. wv WATER VALVE G SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS >11 = 1 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES WATER METER N 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® uj THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE UBGRA E, AL ENGINEERING STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. FIRE HYDRANT CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE � O O 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 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 Mb POWER POLE Z CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) ENGINEERING REPORT. LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION z ROADWAY FROM DEQ PRIOR TO ANY DEWATERING.DEMOLITION NOTES m POWER BOX W 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE EP EP- EDGE OF PAVEMENT C_1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". Q CONSTRUCTION. EG EG EDGE OF GRAVEL 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE 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 PIPE ZONE. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC PRESSURIZED IRRIGATION 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. DURING DEMOLITION AND REMOVAL OPERATIONS. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 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 BEING CONSTRUCTED. MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. z 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE m 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 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 O THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL FINAL ACCEPTANCE. m QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR REMOVED IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC DRAINAGE COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. 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 FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. o AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 7 COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING a WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. CONSTRUCTION. 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45' PROVIDED THE PIPE BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. z 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. O APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. Q U z UTILITY NOTES 12 CONSTRUCTION. ON HALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO Y Z 0 a 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE Li- IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G 3 A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY REGION (334-2190). BOISE,IDAHO 83713 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639-6939 Z a SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com 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 g ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: LCK 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 FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: FEBRUARY 2025z o OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 24164 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION S OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. G THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, J THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. LJ..I cil7 ti a N 2 PROJECT BOUNDARY \\ c \ '\ \\ SS\�"AL \0 E N SFD 0 80 160 240 I \ Plan Scale: 1 = 80 ,n 2/9f 0 ( 1686, —2724— \ �� Qx v 18 I � N � � _ _ � — \ —, \\ � \ / C' � OF NSF, C. K� / \ \ 12 — / 2j26 I x/ 5 5 \ 2�26 —— 1 4 TOE TOE —T-0E —SO Tnc T9€ / 1 5 / \ \ W—— 12"W 12' 12"W 12"W 12"W —— —12"W— 12"W TOE — �� TO T TOE TOE _ TOE T9E TOE E ODE— _IOE_ TOE Tr9px E. QUARTZ CREEK ST. \ �p 4 4 TOP_ \ c LOP oPL--Toa— —TQ2— TOP Tom 13 4 5 � —Tom"Tom—_TRH—T \3 \ s 5 Lu \ X X X X %' X % X x—� PFOD pi --a---p� < 5 \ \c \ 2730 / 14 w 6 4 \ �\ \ 5 5 \ \ '9T o I 2730 4 5 5 5 I / 2732 \ Ln 5 N 2734_ Lu \ ^ \ \ \ �32 w \ F \ 5 \ 4 4 _ 6' ® / \ \ \ �Q O\ohs \�\ 5 I /,2736- \ \ 5 X / 4 \ 15 O 4 ° \ \\ p z o ^ \ 2736, �c r2734- / \ \ \ \ \ 4 2 10 \\ 12 0 \ \ \ 17 c \ i Lo W \ \ \ \ \ o\ m\ \ � ` \ \ \ ` �\ 8 1 \ c \\ �27 _ \ F G,40 \ 16�8 9 \ \cam s/C a \C 2736, 1 �: / \ 2 & c / 1 513 \ I o 13 \ 8 �jR2 \ \ I I G1 fi6P �6 TOE z Q x� �� � \ Fo\ � � z a 13 4� J 4 \ l V 4�7 \ \ \ fQ\ > SHEET NOTES 13 \ �� \ � � ec� � 9 APEX NORTHWEST /•- � 1 J A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. / \ \ 1 \ 5 \ \\ \ SUBDIVISION NO. 5 a\ coz O \ c� B. OVER-EXCAVATION IS ANTICIPATED IN AREAS WHERE W J \ \ 13 2744 \\\ ec �� / N 2 EXISTING OPEN DITCHES ARE PROPOSED TO BE REMOVED I \ I rn a� \ ( \ '�\� i Fc \ / / L u IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE \ \\ 1 \ CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS \� ci Fc OF THE GEOTECHNICAL ENGINEER FOR DITCH \\ EXCAVATIONS. ALL EXCAVATED DITCH SUBGRADES SHALL \ '' a 1 74 / }� �� / I"I"I W BE INSPECTED BY A TESTING COMPANY OR THE / 2� a� \ 2j46 / s0•Gi Q� C z GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF PIPE / \ \�\\ 1 L \ 1 \ \ 9 2j4g \ �. \ c � G Q AND/ OR BACKFILL OF THE DITCH. / /\ 1 \ \ GO" KEYNOTES KEYNOTES 1 18 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND \\ `1 1 �; \ 13 1 � ( / 8 z _ PAVEMENT PATCH PER ISPWC SD-303 AND ACHD \ 1 W \ ` \ oe /, P �� Fc N REQUIREMENTS. 1� \ \ I 1 ` ��� 1 9 ® �jR� /. ���� // , ' \\ \ 30 cf - 4' x X Lu 2. REMOVE BLOW-OFF AND GATE VALVE AND CONNECT TO " R / • L u EXISTING WATER SYSTEM PER WATER IMPROVEMENT SHAPER VIEW ESTATES \ \ 1 \ao I 12 \ / / �� \ 3 . o PLANS. SUBDIVISION \ I oN \ ` 10 / / 4 pi Q W 3. RETAIN AND PROTECT WATER SERVICE. \ 1 \ c� 5 4. RETAIN AND PROTECT SANITARY SEWER MAINS AND \ \ d' a \ 1 1 �, \ I \ 3 MANHOLES. ADJUST MANHOLE LIDS TO FINISHED \ ) 1 W� \ \ 5 N GROUND ELEVATION. 5. RETAIN AND PROTECT SANITARY SEWER SERVICE. \ v w / \ 1 w 6. REMOVE WATER-TIGHT PLUG AND CONNECT TO SEWER \ �,�, I A. 2 ;\ CPI ` — /. \ \ \ s"w - - - - - - - - — — - -$ LL MANHOLE PER SEWER IMPROVEMENT PLANS. `l \ �' a Z 7. REMOVE CLEANOUT AND CONNECT TO SANITARY SEWER / \ o 4 ��� "s \' s w s w MAIN PER SEWER IMPROVEMENT PLANS. o \ \ 7 s E. SNAG. ST.� 8. RETAIN AND PROTECT PRESSURE IRRIGATION MAIN \ o \ \ 17 9. RETAIN AND PROTECT PRESSURE IRRIGATION SERVICE. 12 \ \ 5 I z z �\ 1 Z 10. CONNECT TO EXISTING SYSTEM PER PRESSURE o O Z IRRIGATION IMPROVEMENT PLANS. I \ \ — 2740 �•. Q' fl U \ \ \ 11. RETAIN AND PROTECT UTILITY SLEEVES AND CASINGS \�\o-0 12 'z INSTALLED WITH THE MCBIRNEY LATERAL PHASE 1 '`\ o \ \ 2 \ o PROJECT. \ \ �\ TOP TOP u 6 O w \ \ `/� \ ' 1 t� 0 12. REMOVE GRAVITY IRRIGATION DITCH. SEE SHEET NOTE B \ o�� I 9 9 9 9 9 9 N E N G I N E E R I N G Li- a FOR ADDITIONAL INFORMATION. \ o 5725 NORTH DISCOVERY WAY \ 10 \ C BOISE,IDAHO 83713 X 13. RETAIN AND PROTECT GRAVITY IRRIGATION SYSTEM. \\ \ \ 1 g APEX NORTHWEST I PHONE(208)639 6939 O a 14. REMOVE GRAVITY IRRIGATION PIPE. \\ \�o �\ <I SUBDIVISION NO. 4 kmengllp.com z \ °o 2) 2j3 I 15. RETAIN AND PROTECT EXISTING WILLIAMS PIPELINE. DESIGN BY: LCK\ \ \ 6 CONTRACTOR TO COORDINATE WITH WILLIAMS PIPELINE \ \ \ �� I 6 r DRAWN BY: LCK o PRIOR TO AND DURING CONSTRUCTION. VLn CHECKED BY: LCK Q F 16. RELOCATE OR REMOVE AND SALVAGE ROAD AND o \ vi \ DATE: FEBRUARY 2025 z Z SIDEWALK TERMINUS SIGNS TO OWNERS. \ \ LEGEND s — eo PROJECT: 24164 • Ul (n V) V) V) V1 N Z• V) N 0 17. REMOVE TEMPORARY ACHD SWALE AND POND. �\'o �o, (� s sw ' sw sw — s s sw sw 18. REMOVE FENCE DITCH REMOVAL o� \A +I` a'S s's s"s s"s s"s $' J _ C1 2Lu — PH- 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSFD STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 16860 s� 2/9/25 o Q GRADE BREAK �C, OF \NS�Iv /V C K - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: Lu STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT ul) FL - FLOW LINE z TOC - TOP OF CONCRETE O HP - HIGH POINT N CR - CURB RETURN Lu Lu POC - POINT ON CURVE Lu ~ INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND SIGNAGE. C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET SECTIONS. zo D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. o G. ALL STATION AND OFFSET LABELING RELATED TO EACH v 0 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 31.47 GB oI SEE DETAIL SHEET C2.11 ALIGNMENT. +04.88, 18.001E o I 31.1 t MA H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS ~ MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE +04.88, 14.001E RIGHT-OF-WAY PERMIT. 31.5f MA 31.32 GB 30.63 GB 29.80 GIB `� 28.64 GIB /� 26.75 GB 26.77 TOC 25.66 TOC +99.78, 17.731E +14.86, 18.001E +72.42, 18.001E +30.42, 18.001E M +34.00, 18.001E A +96.73, 18.001E +05.23, 26.001E +99.43, 26.00'L I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS z/_/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l� - CONTACT ACHD INSPECTION FOR VERIFICATION OF a 2 N COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 31.1 t MA 30.9f MA 30.3t MA 29.4f MA 28.3f MA 26.4t MA a°b� 26.17 FL 25.06 FL b� MARKINGS. +99.77, 13.731E +14.86, 14.001E +72.42, 14.001E +30.42, 14.00'L +34.00, 14.00'L 1 +96.73, 14.001E o +05.23, 17.501E +99.43, 17.501E o -r z w r r l U J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. O - -- - Ln -1.20%- - - - - - - -1.44%- - - - -- - -- - - -1.12% - - - - - - - - - -- - - -- - - - -- - - - - - - -- - - - - - - - - - - -- z 1.16%- 3-- - - '1.18% 3 � J 31.18 CL z 10+00 - +14.86, 0.00' 11+00 - 12+00 - E. QUARTZ CREEK ST. 13+00 - 14+00 15+00 w KEYNOTES ® z Q - - - + � . �+ Imo- -4 = w --� 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O 30.45 CL 29.58 CL 28.45 CL 26.55 CL SUPPLEMENTAL STANDARD DRAWING SD-701. 31.39 CL �31.32 CL �� - +00.00, 0.00, +04.88, 0.00' +72.42, 0.00' +30.42, 0.00' +34.00, 0.00' +96.73, 0.00' \ ' 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-709. > Q uj ZZ - - - w '1 w p - 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC 1' ` 1<. Q s w ° ° STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES SD-sD w (/) < ® PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Com z w A w SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q R (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) V) - O N fee \\ AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q Cr F--- -x x x x I2� x x x x x x x x x x x x x x x x x x x x---] V) x x x - Q SHAPER VIEW TERRACE Lu SUBDIVISION u Lu - vi � Q w z 0 Q x O w E . QUARTZ ST. PLAN Q 0 30 60 90 Plan Scale: 1" = 30' 0 m z x ON u a L 3 U m D z DC 0 H v� N z N Q z U z DC lumo 3 ENGINEERING L.L 0 'a 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639-6939 a kmengllp.com z DESIGN BY: LCK DRAWN BY: LCK 0 CHECKED BY: LCK Q V F DATE: FEBRUARY 2025 z 0 PROJECT: 24-164 c- SHEET NO. Lu c V 7 ti a N 2 I I SHEET LEGEND S�pNAL fN 25.91 x I m +15.31, 41.29'L� o I I �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �CENSF�c�'LF` II I STA., OFFSET SIDE 25.6 FL " LIP/GB +18.16, 30.50E I +19.81, 33.00E 1.50% s�16860 26.02 TOC x 25.77 CL FINISHED GRADE SLOPE 2/9/25 +10.70, 30.50E o Q 25.78 LIP/POC/GB o0 o I I +30.81, 42.401E y� OF o +12.20, 16.351E ~~ ~ i I 26.01 GRADE BREAK , I +46.31, 41.291E //�/ C Y, 26.05 TOC ~ x I I 25.71 LIP/GB +01.81, 21.131E ri 25.67 FL +01.81, 12.891E +41.81, 33.001E I 25.68 FL - - - - - - - - - - SAWCUT LINE o I +43.47, 30.501E 25.92 PRC +89.52, 15.501E I 26.24 93 3a.50'L 0 25.79 TOC I c I I 25 0. LIP 0.50 CIVIL ACRONYMS +75.23, 26.001E +52.24, 14.291E POC 25.19 FL I I I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 26.42 TOC +75.23, 17.501E I I I %31, 20.121E SEE DETAIL SHEET C2.1 1 FOLLOWS: Lu +61.235 26.001E 2 .56 TOCR I R 26.02 FL STA. - ROADWAY STATION FROM CENTERLINE +61.31, 12.651E 27.96 PC CL - ROADWAY CENTERLINE 24.96 FL 12.00% I 26.1 o 1 LIP/PCC/GB +80.48, 18.001E PC - POINT OF CURVATURE +61.23, 17.501E +63.81, 11.001E 25.19 ° 27.32 p 27.86 CL/PC PT - POINT OF TANGENCY 25.35 1.33% D +29.87, 18.001E ,a 26.43 PRC +00.00, 18.001E +80.48, 0.00' ELE. - ELEVATION !� ' -55.23, 18.00'L- o -- - - - - L - STATION OFFSET LEFT 2 ® �� s s s R - STATION OFFSET RIGHT w N a 24.82 GB 4.93%� �7.53% o �ti" s TBC TOP BACK OF CURB 7 U +22.05, 18.001E O4 3 ° 2 d RIM - RIM OF STRUCTURE 0 3 n 00 22 ° LIP - LIP OF GUTTER .�c MA - MATCH EXISTING EP - EDGE OF PAVEMENT c� 1 0 19jt5c1 � �p `�% +80.40, 18.001Eg o s SW SIDEWALK } � 19+00 20+00 1 J w 0.40% 16+00 I 1.60% 25.76 PC � � 1 �° 16q 18+00 O.gO% � � - � o � +81.23, 18.001E 3 1.60% - �% - �`3 0 - � - � - � - � - N _ � FL - FLOW LINE 2 uj I 25.1 t MA 25.71 LIP/GB �� 3 0 26.46 CL/GB �� 29.00 POC/BVC TOC - TOP OF CONCRETE �_ r I o o E. QUARTZ CREEK ST. o \ +10.54, 18.001E HP - HIGH POINT N_ V ' o +97.81, 1 1.001E +30.81, 0.00' e O \ +29.87, 0.00' 1 N `� � N N \/� 0 CR - CURB RETURN 809 \ 28.90 CL/POC/BVC w ° s � POC - POINT ON CURVE - w 25.2t MA /Tf/� 1 00 4 1 \+10.54, 0.00' INT - INTERSECTION 25.76 PC 2� \ 29.61 POC PRC - POINT OF REVERSE CURVE +29.87, 18.00'R r a ° ° ° ° °- ° ° ''� � x \ ws° +81.23, 18.00'R s s s `� 00 +° ° ° ° . ° ° ° °- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 30.36 CL/PT/EVC��E2 24.72 CL/GB 25.96 PRC 26.26 CL/GB 27.22 CL I _ _ `2 ry SHEET NOTES +22.05, 0.00' \ +79.27, 0.00' 1 _ _ +891.52, 15.50'R_ I F - -+80.40, 0.00-- - - - - - - -+00.00, 0.00'_ - ao 27.96 PC N \ A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 24.82 GB 25.71 LIP Fq 26.36 PT/GB 27.32 c� "' +80.48, 18.00'R s ° \ \ 30.46 PT/EVC NOTES. +22.05, 18.00'R +97.81, 1 1.00'R +00.00, 18.00'R o s x -x x x x- \ +80.40, 18.00'R I r ° +79.27, 18.001E 25.71 FL \ FA 26.45 PRC p I \ B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND \ SIGNAGE. +01.81,2122.�50 ROC I \ Fo +72.1 1, 15.50'R 1 I I o � s C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET \ 26.06 FL 0 29.00 POC/BVC \ +01.81, 19.50'R' . \ +61.31, 12.50'R +10.54, 18.00'R SECTIONS. zo \ 26.56 � � \ FA 26.63 TOC \ +24.81, 13.00'R \ 26.63 29.52 CL/POC D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. +61.31 , 19.50'R 26.18 FL +50.00, 0.00' \ O G _ \ +30.81, 12.50'R I \ \ \\ - `L'OBI V' 0100, E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. \ FA �o�oA 29.61 POC 26.75 TOC \ o +50.00, 18.00'R O `' &* F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +30.81, 19.50'R \ <"o \ \\ , " TOLERANCES WILL BE ALLOWED. /� \ 26.12 FL � \ \+44.81, 12.50'R % 30. EVC 46 PT/ G. ALL STATION AND OFFSET LABELING RELATED TO EACH \ \ 'o °A BLOCK 14 +79.27, 18.00'R �� V 26.70 TOC \ .o SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +44.81, 19.50'R \ � \ \ O _ ALIGNMENT. 26.58 f Fo\ r `� H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS \ +50.81, 13.00'R \ \ \ � G< �/ MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE \\ \\ \ Fo oq 00 �V RIGHT-OF-WAY PERMIT. \ Top \ \ \ J I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS \ \ \ \\ CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. E . QUARTZ ST. PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. O z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q w Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O J 2742 2742 SUPPLEMENTAL STANDARD DRAWING SD-701. _ O 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-709. > Q w 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q - z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES 1 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES m z uj Q 2739 2739 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q > Z (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) (/) _ O Q AND SHALL BE COLORED 'TRAFFIC YELLOW. Q 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD �- SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL uj LJJ cn THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY _ N 2736 2736 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" MINUS CRUSHED AGGREGATE. _ Q P I STA: 21+44. 1 I ELEV: 2729.1 ?: Z ;_0O K: 26.00 LVC: 68.72 z L j 2733 ± 00+ LO 0 N M 2733 Q II iI + N + N Lu N ^ DC + C 4 (0 N N I..L ~ (6 Z N N N ; N II ON Yr m m w w 2730 U)O N w o N EXISTING GROUND 2730 Yr w w II W N N H _j 0-- m N Z W �J - - - - - - - - - - - II C7W - - - - m Q� L J 2727 w w � _ _ _ / p.80 2727 � -0.40% 1.60 FINISHED GROUND -0.40% N 2724 \\ �� 2724 o _ Q \ 2721 N 2721 O ENGINEERING L.L a 5725 NORTH DISCOVERY WAY 3 2 vBOISE,IDAHO 83713 O o PHONE(208)639 6939 Z a EXISTING GROUND CENTERLINE kmengllp.com 00 FINISH GROUND CENTERLINE 2718 2718 DESIGN BY: LCK a DRAWN BY: LCK a On m r 0 n O ^ O 0 o r2 O N O O N n (0 O O O 00 ^ N (0 pq 0 't 00 00 N r) m r- n 0 O 0) 00 r- 0 ' � (0 Cn .- M 0 00 r7 � 00 o CHECKED BY: LCK Qn "O 4 N o 6 r 6 0e (6 00 00 o0 00 00 o0 00 'd 00 C6 00 C of of ; N N N N N N N N N N N N N ( C14 N ro C14o N N N N N N N N N N N N N r, �r ^ r r ^ r ^ r r ^ r DATE: FEBRUARY 2025 N N N N N N Nr- Nr- r- N N Nr N N N N N N Nr- NN NN N N N N N N N N N NN N N N N N N N N N N NN Nz 0 PROJECT: 24-164 c V SHEET NO. c > 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 20+70 21+00 21+30 21+60 21+90Lu J V C2. 1 a N 2 I °s° / 4` �`' SHEET LEGEND ,// S\ANAL fN S G� 45.75 F, �CENSFD +43.13, 18.00 ELE. & DESCRIPTION FINISHED GRADE ELEVATION SEE ROADWAY PLAN 1E Vic' \ i 45.93 TOC a S STA., OFFSET SIDE ? \ / SHEET C2.5 +49.13, 26.001E / \ 36.13 PC 42.95 LIP/POC/GB / / 45.34 FL // 1.50% 16860 +20.59, 18.001E +22.88, 30.571E / Q +49.13, 17.501E a FINISHED GRADE SLOPE 219/25 0 \ 39.14 POC \ \ 36.66 POC/EVC +00.00, 18.001E 42.93 PRC/GB / / // 45.98 TOC // y��9TF 0f +35.36 18.001E - - - - - +99.04, 18.001E / / / / +59.13, 26.001E / GRADE BREAK y� S \ ° \ 33.85 LIP/POC/GB - - - - - - / \N \ \ +31.61, 30.611E N_ - - - ti `� 45.38 FL N C. K 34.68 TOC 2 / 43.27 LIP/POC/GB +59.13, 17.501E P \ \ ti ° ti°' P / +61.61, 30.611E 45.85 PC - - - - - - - - - - SAWCUT LINE SEE ROADWAY PLAN \ +50.00, 26.541E SHEET C2.8 34.20 FL / °0 44.20 TOC / c� +65.45.85 85 PRC 18.001E \ ° +50.00, 18.701E ti ° +80.00, 26.541E / \ R 34.92 BVC_ 1 25+00 3.83% S. SUBLIMITY AVE /45.7 , 15.501E o° � 43.63 FL 30 / / /45.77 PT/EVC \ /+65.37, 18.001 - + o f g 1 4.2% ° bb +80.00, 18.701 / c� / +81.71, 13.001 CIVIL ACRONYMS ti N / 26 o Rao 44.28 PT/GB / / 45.72 TOC 33.33 LIP/POC/GB \ 0 ' 1 �° �00 4 Q) Oc�l° ti�° +88.47, 4518.001 30 LBVC / +91.71, 21.001E FOLLOWSALL : ARE TO TOP BACK OF CURB UNLESS NOTED AS 0 .A N o / / 45.12 FL +82.86, 21.141E 0 1.g , c, a a \ 6 O r, Oq d' N, ° ti \ +22.75, 18.00'L k / w 33.67 TOC k0 00 N �� n'° +91.71, 12.501E STA. - ROADWAY STATION FROM CENTERLINE ti c's°° N 2� 2 / / 4 CL - ROADWAY CENTERLINE o +73.94, 26.541E y o �\ \ 45.42 PC/GB 33.1 1 FL 0') 1 80% 3 2 ti 42.93 POC/GB 1.149 / ti +01.71, 13.001E / PC - POINT OF CURVATURE \ 45.15 PRC PT - POINT OF TANGENCY +73.94, 18.701E e ° o - - - - - P - _ +99.04,_18.00'R 1 \ / ELE. - ELEVATION 39.04 CL/ OC +10.00, 15.501E SEE DETAIL SHEET C2.1 1 33.43 PC/GB R3 ° 0 o - - 'r? 43.23 CL/PT 2� / L - STATION OFFSET LEFT \ +00.00, 0.001E 44.18 CL/GB�ti lOp 44.86 PT +65.47, 18.00'L' -� �, 0 14% \s 36.56 CL/POC/BVC +20.01, 0.00' 3 R - STATION OFFSET RIGHT Q Q 2 4Sq 1✓ +35.36, 0.001E 39.14 POC 43.33 PT ° +88.47, 0.00' �\_ 00 �� / a +18.29, 18.001E TBC - TOP BACK OF CURB ) I. 3 +00.00, 18.00'R +20.01, 18.00'R 3 ��� N / / \�� RIM - RIM OF STRUCTURE N- I kp0 +35. PO 8.EVC LIP - LIP OF GUTTER 2 ��� o% 2/\ ® +35.36, 18.00'R 43.65 CL/INT/GB \ \ 0v�, o° ^h o"'° MA - MATCH EXISTING i 3 1 9 p 34.82 CL/BVC 36.04 CL/PC +41.97, 0.00' ^ o' °°° (� SW - SIDEWALK s +65.37, 0.00' +20.60, 0.001E 43.75 GB 43.70 FL `� Q� 3 , EP - EDGE OF PAVEMENT c� y i� �33. / ° \ 34.92 BVC +79.97, 17.50'R 2 / 45.77 CL/HP � TOC - TOP OF CONCRETE O ^ CL GB +41.97, 18.00'R \ a � ` � FL - FLOW LINE z <J 1 +65.37, 18.00'R 36.13 PC 44.30 TOC +59.98, 0.00' ,� 8 O �, c +65.47, 0.00' +20.59, 18.00'R `� 1 �S4 O � �" `J - vn HP HIGH POINT A•�% N 3 `� � 34.26 FL +79.97, 26.00'R � ° � 3� �0 34.21 CL/INT/GB +50.00, 17.50'R 44.28 GB 45.21 CL/BVC \ 4 3 h2 �/ CR - CURB RETURN w w 7� , Op 1 o ° +1 1.97, 0.00' 34.86 TOC +88.47, 18.00'R +22.75, 0.00' O 1 80g, POC - POINT ON CURVE L ~ INT - INTERSECTION 22k 1 s 34.31 GB +50.00, 26.00'R 45.30 BVC I \ ° ° ^ o / ,- PRC - POINT OF REVERSE CURVE +11.97, 18.00'R +22.75, 18.00'R o �/ / -+73.94, 17.50'R 45.751 \ ° o SHEET NOTES / \ +43.13, 18.00'R w \ ;� V� `/ , 33.71 TOC BLOCK 14 2 � �� � +73.94, 26.00'R 45.34 FL � \ � � A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 2 +49.13, 17.50'R I n NOTES. �•�- 33.43 GB O O 45.93 TOC � � a c ) V � C� +65.47, 18.00'R +49.13, 26.00'R a [� B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND 45.38 FL i (0 0) SIGNAGE. +59.13, 17.50'R 45.72 TOC C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET 03� �� 45.98 TOC o +91.71, 21.00'R SECTIONS. z �z O +59.13, 26.00'R 45.12 FL 45.85 PC +91.71, 12.50'R D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. +65.13, 18.00'R 45.85 PRC 45.42 PC/GB E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. +73.42, 15.50'R +01.71, 13.00'R 45.23 CL/GB F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 45.58 CL/EVC I L1+01.71, 0.00' O TOLERANCES WILL BE ALLOWED. +81.71, 0.00' 45.15 PRC 45.77 PT/EVC I+10.00, 15.50'R G. ALL STATION AND OFFSET LABELING RELATED TO EACH +81.71, 13.00'R SPOT ELEVATIONS ARE REFERENCED TO THE ROAD M I 44.86 PT ALIGNMENT. n +18.29, 18.00'R I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS I a MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE w RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Q0 MARKINGS. S. SUBLIMITY AVE . PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. (j z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q w J Plan/Profile Scale: 1" =30' Profile Vertical Scale: 1" = 3' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z ILL 2754 2754 SUPPLEMENTAL STANDARD DRAWING SD-701. _ 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD z 0 SUPPLEMENTAL STANDARD DRAWING SD-709. > Z IGH PT STA: 2 +59.98 0 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC HIGH PT ELEV: 2745.77 00 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES CO 1 W Z 00 PVI STA:27+ 2.23 N PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z 2751 + PVI ELEV:27 6.09 II 2751 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q > J (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) (/) _ rn N LVC:58.9 � AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q 0) _ LLJ ,n I N r- N LO6 N 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD >ao N nCJ't n U) SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL uj C Q II Q N +N co II THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY U-11 c 2748 Q W N N .. N 2748 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" r ^ w w w Q MINUS CRUSHED AGGREGATE. Lu Y � w II Um j i 0w Q � N II Q� co LJ MM O > 0_ J W m W U W w II w O Q Q W 2745 0 w 2745 X 0` 1.14% Lu 1gO6 -I Q LOW PT STA: 23+65.37 FINISHED GROUND \ LOW PT EL V: 2734.82 I \ 2742 rd PVI STA: 4+00.36 J 2742 PVI ELE :2735.22 K:2 .00 - - - - - - - - - \ ,ri LVC: 9.99 + FrC.-t"o) 2739 ° 04 + +� \ 2739 .. N .. i v> N ri v v EXISTING GROUND Y r� U> C-) LL QI- II >m a W N C m NN z m LJ > I..L a w II w 2736 Q 2736 o z N J OQ - 1.1 % U Z 1•g0% 2733 - - - 2733 O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 N BOISE,IDAHO 83713 O o PHONE(208)639 6939 7 a EXISTING GROUND CENTERLINE kmengllp.com z FINISH GROUND CENTERLINE 2730 - 2730 DESIGN BY: LCK a DRAWN BY: LCK r� cD O 00 00 c0 c0 O L O `t r- M O I- r7 o n 00 ( ao 't cD 00 r- V) � 00 Ln O r0 N O cp a0 - � O cD �"`? r- � r) r- n o o r CHECKED BY: LCK QO c N ` o °'O N N n o C � r r- r r- ^ r- r- r- r � r- r- r- r r, DATE: FEBRUARY 2025 N N N � N ^ N ^ N r N r N r N � N N r N r N � N ^ N ^ N N r N r N r N r N r N z N N N N N N N N N N N N N N N N N N N N N N O PROJECT: 24-164 c V SHEET NO. c > 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70 27+00 27+30 27+60 27+90 28+20Lu J V a N 2 SHEET LEGEND / I �pNAL f / I SEE ROADWAY PLAN 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �CENSFD / SHEET C2.4 STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 16860 /�� F Of��P�o� GRADE BREAK C / Y BLOCK II - - - - - - - - - - SAWCUT LINE / I / 15 Q 22 °° = CIVIL ACRONYMS SEE DETAIL SHEET C2.11 35.60 LIP/POC/GB ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED As - SEE LIP/POC/GB ° +87.28, 30.611 FOLLOWS: +48.00, 30.60'L 35.82 TOC H STA. - ROADWAY STATION FROM CENTERLINE Lu +05.67, 26.54L CL - ROADWAY CENTERLINE o a\ 35.22 FL 34.3f MA 42.57 6 39.64 BVC � 38.45 37.67 EVC 36.34 PC/GB a ° , \ 23 PC - POINT OF CURVATURE (V - _+00.00, 18.00'L - - - - - - _ - - +04.98, 18.00'L_ - - +54.98, 18.- - - - - - - _0 _ - - - - - - - -+22_63, 18.00'L - - - - - - _ +21.14, 18 0 'L +05 67, 18.70'L +04.98, 18.00'L- - - - > I °�,yd \ � PT - POINT OF TANGENCY w N ELE. - ELEVATION � ° ° ° ° ° ti e ° ° ° ° ° ° ° ,,° ° 2 � ° �, ° ° ° ° ° ° ° � �, ° °�o �,� ° �'° � ® °., ° � 2 ° °°° ° ° L STATION OFFSET LEFT �, R STATION OFFSET RIGHT z U _E�u- �� o �� TBC - TOP BACK OF CURB ' �x p$� 3 RIM - RIM OF STRUCTURE J CD1 0 AM � � 0 1 I LIP - LIP OF GUTTER = w 2.80% 29+00 - 30+00 S. SUBLIMITY AVE. 31+00 1y 32+00 0.50% 33+00 1y 34+00 MA - MATCH EXISTING I - - � - � � - � - � - � - � � SW - SIDEWALK EP - EDGE OF PAVEMENT c� T 0 0 os,•s� 0 FL - FLOW LINE z U Z ' 1 N 3 os st 0 1 TOC - TOP OF CONCRETE O C1404 HP - HIGH POINT N b� �° CR - CURB RETURN w w o O4 ° POC - POINT ON CURVE L ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -°- - - - - - - - - - -°- - - - �- - - - - INT _ INTERSECTION 2 ° � ° °° 2 � PRC POINT OF REVERSE CURVE 42.48 CL 39.54 CL/BVC 38.35 CL 37.57 CL/EVC 36.24 CL/GB 36.01 CL/INT/GB 35.9 34.2f MA ° +00.00, 0.00' Co B +04.98, 0.00' +54.98, 0.00' +04.98, 0.00' +21.14, 0.00' +67.63, 0.00' +56.44, 18.00'R n +22.63, 0.00' C= _= SHEET NOTES 42.57 01 0 39.64 BVC 38.45 37.67 EVC 36.34 GB 36.10 GB 34.54 FL °e 34.3t MA A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +00.00, 18.00'R +04.98, 18.00'R +54.98, 18.00'R +04.98, 18.00'R +21.14, 18.00'R +67.63, 18.00'R +62.44, 17.50'R +22.63, 18.00'R W W NOTES. 35.19 FL 35.14 TOC�/ -A+05.67, 17.50'R +62.44, 26.00'R TOE o B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND Lo 0 35.79 TOC 34.38 FL o SIGNAGE. +05.67, 26.00'R +76.44, 17.50'R m / 34.98 TOC C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET +76.44, 26.00'R o SECTIONS. zo 34.79 Q/ D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. +82.44, 18.00'R of I / m / E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO a / 0? / TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS / MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Q0 MARKINGS. S. SUBLIMITY AVE . PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. Q Ln z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q w J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD o a- LL 2751 2751 SUPPLEMENTAL STANDARD DRAWING SD-701. _ 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD z 0 SUPPLEMENTAL STANDARD DRAWING SD-709. > Q w Z 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q - 2 Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES 1 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES CO z W Z 2748 2748 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q > J (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) (/) _ o c- AND SHALL BE COLORED 'TRAFFIC YELLOW. Q LLJ 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD > SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL uj LJJ 2 Q PVI STA: 30 54.98 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY 2745 PVI ELEV: 2738.14 2745 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" 2 - MINUS CRUSHED AGGREGATE. LVC: 10 .00 Q00 J � Lq � � m oK) oK) o + + N + O N N M N 2742 \2 80 � w �Vi.w II PO pr) 2742 x o > m 0 �, � N a W Y M r Z Q 0_ N 0 I Nui I N 2739 _ FINISHED GROUND � 2739 0_' J - - 0W Z N x 0.50% J o m 2736 - w 2736 3 EXISTING GROUND m Z a N 2733 2733 0 J p o z U z DC = 2730 2730 Icrn 0 3V ENGINEERING L.L 0 'a 5725 NORTH DISCOVERY WAY 3 PROPOSED STORM o DRAIN SYSTEM BOISE,IDAHO 83713 0 PHONE(208)639 6939 z a EXISTING GROUND CENTERLINE kmengllp.com FINISH GROUND CENTERLINE 2727 2727 DESIGN BY: LCK a DRAWN BY: LCKN/ Z 00 00 O (O N O 00 N 0) L (0 O L O r O �(") 00 N On O r V O N (0 O 1..1. o ao 0 N r7 U m 00 N r O n rn (a N rn co N CHECKED BY: LCK Q F m Cn �,rj O M O) N Cn O 00 Cn 00 00 r 00 r � r ^ O ^ (O 6 cO (6 O C6 � 4 r7 r) M r7 �`� r7 M M r� i ) n i ) r� M r7 M M r7 r7 r7 M r7 r� r7 r7 r7 r7 r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r DATE: FEBRUARY 2025 z 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 C,4 N N N N N N N N N N N N N O PROJECT: 24-164 c V SHEET NO. c > 28+20 28+50 28+80 29+10 29+40 29+70 30+00 30+30 30+60 30+90 31+20 31+50 31+80 32+10 32+40 32+70 33+00 33+30 33+60 33+90 34+20 34+50Lu J V a N 2 SHEET LEGEND ° s SS�ON AL f,yci 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �CENSFD 'D STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 16860 ° SEE ROADWAY PLAN 2/9/25 0 SHEET C2.3 BLOCK 17 GRADE BREAK �y��N C0 K\NS� ° w 15 14 13 12 11 - - - - - - - - - - SAWCUT LINE a 35.64 LIP/POC/GB ° I �+30.60, 19.64'L /co -f 36.09 TOC CIVIL ACRONYMS ° / Ln s +39.52, 25.04'L SEE DETAIL SHEET C2.11 / ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 35.52 FL 40.3t MA +39.52, 17.20'L +68.06, 29.50'L FOLLOWS: a s I 35.94 PT 39.61 POC STA. - ROADWAY STATION FROM CENTERLINELu +47.99, 16.501 +31.83, 16.501 / CL - ROADWAY CENTERLINE o 35.71 GB � PC - POINT OF CURVATURE ° 36.37 C 37.77 39.10 PC �_ PT - POINT OF TANGENCY ° s +52.99, 16.501 _ +00.00, 16.50'L _ _ _ _ _ _ 1 - - 1 - _ _ - 2 _ _ _ +00.00, 16_50'L _ +95.61, 16.50'L _ -w s° ELE. - ELEVATION s s 1�k0o/ L - STATION OFFSET LEFT a Noe A R - STATION OFFSET RIGHT wq TBC - TOP BACK OF CURB 10 3 Og �Op4 \\ O RIM - RIM OF STRUCTURE 0 1 o LIP - LIP OF GUTTER 10 00 4 11+00 12+00 S. HIGHMARK AVE. 13+00 1,40% \ MA - MATCH EXISTING 0.40% N 1.40% SW - SIDEWALK - T_ - EP - EDGE OF PAVEMENT c� 7 4 0 FL - FLOW LINE �29 1 0 TOC - TOP OF CONCRETE O 36.01 CL/INT 3 0� N N o HP - HIGH POINT N +00.00, 0.00' s CR - CURB RETURN Lu ��o• 0° POC _ POINT ON CURVE L ~ c� s INT INTERSECTION s s 2 PRC - POINT OF REVERSE CURVE 35.80 CL/GB 36.45 CL 37.85 CL 39.18 CL/PC 39.69 CL/POC \ SHEET NOTES a +52.99, 0.00' +00.00, 0.00' m o C +00.00, 0.00' +95.61, 0.00' +31.83, 0.00' - - 35.71 GB 36.37 1 �I 37.77 39.10 PC 39.61 POC A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ° +52.99, 16.50'R +00.00, 16.50'R +00.00, 16.50'R +95.61, 16.50'R +31.83; 16.50'R NOTES. ° 35.94 PT +48.01, 16.50'R 0 C) 40.2t MA ° I 35.50 FL +6806 000' B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND o +68.06, 0. 00' °° g +39.54, 17.20'R (6 40.1 t MA 36.02 TOC +68.06, 16.50'R C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET +39.54, 25.04'R SECTIONS. zo 35.60 LIP/POC/GB +30.62, 19.64'R BLOCK 11 D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. ^so i a° ° I ® i 23 22 21 20 19 18 17 E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. a G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD a s ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS a MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Q0 MARKINGS. S. HIGHMARK AVE . PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. Q z 0 30 60 90 0 3 6 9 KEYNOTES ® Z Q J (k m z JE Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD o 2751 2751 SUPPLEMENTAL STANDARD DRAWING SD-702. _ 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-709. Q LJ..I Z 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q - 2 Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES 1 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES m z W Z 2748 2748 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q > Q (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) (/) _ o IZ co AND SHALL BE COLORED 'TRAFFIC YELLOW. Q + _ Lu 4. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND > II GUTTER TO 3" ROLLED CURB AND GUTTER. uj LJJ Q _ Y 2745 N 2745 = Q �N Q 0 o W II (D 0 N 0 > - WJ z"W Q 2742 II 2742 x o w DC 06 Iq a- z � r Q o N r ~ N U 2739 P� 2739 bj J �\ W z W 1.40% EXISTING GROUND _ - - - - - z x - oN - m" 2736 - 0.40 _ - 2736 _ a 7 FINISHED GROUND U Z o a N 2733 2733 Ln 0 o N Q Z z DC = 2730 2730 lumo a 3 ENGINEERING L.L PROPOSED STORM 5725 NORTH DISCOVERY WAY a DRAIN SYSTEM 3 BOISE,IDAHO 83713 0 o PHONE(208)639 6939 Z a EXISTING GROUND CENTERLINE kmengllp.com 2727 FINISH GROUND CENTERLINE 2727 DESIGN BY: LCK a DRAWN BY: LCK z V) M CO ^ o 0) N M r Ln r 0) 00 N 00 00 o ^ ^ 0000 o6 o o CHECKED BY: LCK Z M M M M M M M M r N DATE: FEBRUARY 2025 � M r7 M r7 r7 r7 r7 r7 r r7 r7 r7 r� r r r r r r r r r r r r r r r r r r r r r r r 04 N N N N N N N N N N N N PROJECT: 24-164 z N N N N N N N N N N N N N N N SHEET NO. 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10Lu J V .4 a N 2 SHEET LEGEND SS�p14AL f c/ � N 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �CENSFD 'D / O I ° STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 16660 / 3 / SEE ROADWAY PLAN / SHEET C2.2 I o I 2/9/25 0 s�qT P� v GRADE BREAK OF C K\N��� SEE ROADWAY PLAN SHEET C2.9 - - - - - - - - - - SAWCUT LINE 42.95 LIP/POC/GB I / +30.57, 19.091 O7 O 31.40 I o 131.40 CL 43.65 CL/INT -o R301 ( 43.30 TOC +41.42, 36.501 I +57.92, 36.501 / +00.00, 0.00' 00 7•95 +39.53, 24.70'L 9,• 42.96 FL 31.23 FL I I 31.28 CIVIL ACRONYMS +41.51, 31.01'L / / O +39.53, 16.95'L I I +74.42, 36.50'L 31.59 TOC 3 �° 43.50 PT/BVC +34.66, 31.01'L I 30.94 FL ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS o �• FOLLOWS: +47.08, 16.50'L +74.32, 31.01'L / \ 0 43 28 O4 31.49 LIP/GB I 31.23 TOC w 43.27 LIP/POC/GB - \ +52.08, 16.501 +36.52, 20.50'L I V +81.18, 31.01'L STA. - ROADWAY STATION FROM CENTERLINE Q +30.61, 19.64'R 3 5 43.36 CL/BVC/ 42.61 EVC 31.78 TOC I 31.05 TOC CL - ROADWAY CENTERLINE o +26.91, 23.26'L PC - POINT OF CURVATURE +48.00, 0.00' +81.76, 16.50'L SEE DETAIL SHEET C2.11 I +88.93, 23.26'L PT - POINT OF TANGENCY \ yP ti0�° 069 \ 42.45 PC +26.913116.40 L I I 30.65 FL ELE. - ELEVATION +86.40, 16.50'L +88.93, 16.40'L L - STATION OFFSET LEFT 5 \ Op°�° 41.17 POC 31.73 EVC/PC I 30.86 PT/GB R _ STATION OFFSET RIGHT \ 5/ 43.67 TOC •�/ ^�� +24.20, 16.501 �� ����w+21.42, 16.50'L I +94.42, 16.50'L TBC TOP BACK OF CURB 5 +39.53, 25.04'R Q 39.89 PT C 35.22 32.23 1.41% 2.22% RIM - RIM OF STRUCTURE 43.11 FL \ 00/ +62.01, 16.50'L �° LIP - LIP OF GUTTER U \ +39.53, 17.20'R / - - - - - - - - - - - - - - - - - +00.00, 16.50'L_ - - - - - - - - _+93.01, 16.50'L - - - o J e - - - - - MA - MATCH EXISTING \ 43.49 PT/BVC v 2 33.03 BVC .28%^ 4.70% 2 SW - SIDEWALK +48.00, 16.50'R \ ` ° \ x0� +64.61, 16.50'L ate°, 4 4 ate°, ° w N EP - EDGE OF PAVEMENT z \ 3 co ��o �r° U FL - FLOW LINE \ 43.24 389 LO do-� TOC - TOP OF CONCRETE O \ / +53.00, 16.50'R \ og "" g N 4 31.08 LIP 4 � HP - HIGH POINT _ / 42.61 EVC ��' o } 1 +57.92, 14.50'L 6 1 e f J CR - CURB RETURN > / +81.76, 16.50'R N I 13+00 S. PRIME WAY 14+00 15+0 N w\ 12+00 3.38% s - I �� - - - -I 1y - 1.20% Oy ' = uj INT - INTERSECTION POC - POINT ON CURVE 42.69 CL/EVC ( , PRC - POINT OF REVERSE CURVE +81.76, 0.00' °h o 1 33.12 CL/BVC7 31. 77 CL/INT 4 1 o I v \ 42.45 PC OHO +64.61, 0.00' +57.92, 0.00' N 1 \ / \ +86.40, 16.50'R �^ �� N Ln SHEET NOTES // \ 42.53 CL/PC 33.03 BVC Q+86.40, 0.00' ° +64.61, 16.50'R w A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD \ o � - ° ,� � ° 2 ° NOTES. - - - - - - - - \\ c\\ NEB 41.25 CL/POC 39.97 CL/PT 35.30 CL 32.31 CL 31.81 CL/EVC 4 (n B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND �R N� +24.20, 0.00' m o +00.00, 0.00' +93.02, 0.00' SIGNAGE. SEMI +62.01, 0.00' C +21.42, 0.00' 31.29 30.94 CL/GB / AO EP 41.17 POC 39.89 PT 1 1 35.227 32.23 31.73 EVC I \ \ RP o o +57.92, 16.50'R +94.42, 0.00' C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET \ �(E +24.20, 16.50'R +62.01, 16.50'R i +00.00, 16.50'R +93.02, 16.50'R +21.42, 16.50'R +94. , I SECTIONS. o J z \ \ 31.39 FL +94.43, 16.50'R I D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. \ \ o +26.91311766TOC 30.65 FL I c, \ +26.91, 22.67'R +88.93, 15.67'R I E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. 31.01 TOC \ c \ +88.93, 22.67'R I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO \ \ I TOLERANCES WILL BE ALLOWED. \ \ BLOCK 17 I G. ALL STATION AND OFFSET LABELING RELATED TO EACH \ \ 46 45 44 43 42 41 40 39 I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. \ \ I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS \\ \\ I RMUST IGHT-OF-WAY WAY BONDED WITH ACHD AND OBTAIN A NO-CHARGE I T. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Q0 MARKINGS. S. PRIME WAY PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. Q 0 30 60 90 0 3 6 9 z z KEYNOTES ® Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Z wJ 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O - 2751 2751 SUPPLEMENTAL STANDARD DRAWING SD-702. _ O + 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Z cc HIGH PT STA: 10+4 .00 SUPPLEMENTAL STANDARD DRAWING SD-709. > Q w II HIGN PT ELEV: 2743.36 C + z VI STA:1064.8 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q - c N VI ELEV:2743.2 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES m 1 W Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z 2748 Z LVC133177 2748 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q > Z (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) 0 Q 0 o AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q N 11 o cD w > 4. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD z w o Cq N SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED Lu w Q DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. "cc`'� DOMES SHALL BE RIGID INSERTS WET-SET INTO THE 5 2745 U 2745 CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT = >. w m ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q 0.60% 5. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB AND GUTTER. O EXISTING GROUND 6. INSTALL 4' WIDE VALLEY GUTTER PER ACHD Z Q 2742 2742 SUPPLEMENTAL STANDARD DRAWING SD-708. _ - - - - - - - - - - - - _ FINISHED GROUND x O W 2739 LOW PT STA: 14+21 42 2739 \ LOW PT ELEV: 2731,81 ,n 3 PNII STA:13+93.02 + 3g P I ELEV:2732.15 + K:26.00 II m \ LVC:56.80 Q II Z m 2736 `° It 2736 V to r7 N M p o / � +N +N F- i� � w II o_ N o ` \Um U> w J w II z > ri zw Q � 733 0 u Of w 2 2733 N _ z N � O Q 1.20� Z -0.53% 2730 2730 O 3 ENGINEERING ILL 0 'a 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639 6939 7 a EXISTING GROUND CENTERLINE kmengllp.com z FINISH GROUND CENTERLINE 2727 2727 DESIGN BY: LCK a a r7 r7 r) r� r r� DRAWN BY: LCK p M r O) O) 00 N n � cD n L0 N N �cD O) U LO CHECKED BY: LCK QV N o It ^ � �-) PO o 1N..1.r7 Z DATE: FEBRUARY 2025 N N N N N 04 N N N ^ N 04 N ^ N N N � N � N N N N N r N � N � N � z N N N NNN N N N N N N N N N N N N O PROJECT: 24-164 c V SHEET NO. c 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30Lu J V .5 a N 2 -03 SHEET LEGEND SS�pN A L f,yci 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �CENSFD STA., OFFSET SIDE c� ° W 1.50% 16860 FINISHED GRADE SLOPE 219/25 0 F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 34.9 CL/I - - - - - - - Wt - - - - - - - - - - - - - - - - - - - - GRADE BREAK � 0 0 K\NSA +76.46, 0.00' 34.60 LIP/POC/GB 34.68 LIP/POC/GB +91.77, 19.52'L - - - - - - - - - - SAWCUT LINE +61.14, 19.52'L 35.07 TOC bi 34.75 TOC i I I W I +06.79, 19.95'L N � +46.12, 19.95'L 34.53 FL c c c G c c c c Q Qc c c c c 34.22 FL c c� +06.79, 12.49'LG- G c G c c CIVIL ACRONYMS � w +46.12, 12.49'L � w 34.23 LIP/PCC 34.58 LIP/PCC Z W° < W +09.29, 10.83'L ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS in J +43.62, 10.83'L W 34.48 PRC I I I 34.92 PRC w SEE DETAIL SHEET C2.11 FOLLOWS: CL +36.44, 14.67'L tG .48, 14.67'L STA. - ROADWAY STATION FROM CENTERLINE -G G G G G G G G G - G G G c 34.36 PC, c �, 7 PT c c G G G G G CL - ROADWAY CENTERLINE o +29.25, 16.50'L W W .66, 16.50'L PC - POINT OF CURVATURE 30.21 PT/GB 31.68 GB 34.04 64 GB 36.3t MA PT - POINT OF TANGENCY +16.46, 16.50'L +21.46, 16.50'L C +24.25, 16.50'L 8.66, 16.50'L +31.46, 16.50'L ELE. - ELEVATION L - STATION OFFSET LEFT - - - - - - - - - - BLOCK10 37 - - - - - - - - - - - - - - - - - - / � � - - - --° - - -5 - - - - -3 - - - -5 - - - - - - - - -� ° � ° `gip s ° � S° ® °S s ° 3 TBC - OPSTATION BACKOFFSET CURBRIGHT 0 �ti° RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER C14 0�1° N> MA - MATCH EXISTING SW - SIDEWALK OQ99� 5 0 I EP - EDGE OF PAVEMENT N wv 30.42 POC s 17+00 2.29% 18+00 " 1.85% £-� / 19+00 `� 2 1.60% O 20+00 Z +77.19, 16.501 �'s kp0 0 1.40% E. PRICKLE DR. N 2 1.47% 4 - N - - 0.40% � � FL - FLOW LINE o. 16 ~� + I- 4 �� I - I - TOC - TOP OF CONCRETE _ k 30.29 CL/PT/GB 34.23 CL/GB p h HP - HIGH POINT N 8 31.76 CL GB � 1 0 4 p1� 0 4 0.55% r 2 +28. , 0.0 o0 I 1 +16.46, 0.00' 1 / O +29.25, 0.00' 2 29 / o 1 5 f � +28.66, 0.00' CR - CURB RETURN � 30.50 CL/POC +21.46, 0.00' N `L ° 5 N POC - POINT ON CURVE w ~ +77.19, 0.00' �' INT - INTERSECTION 34.04 cD (6 36.4f MA PRC - POINT OF REVERSE CURVE +24.25, 16.50'R z tip ��o, +31.46, 0.00' 30.71 CL/PC �"� 30.21 PT/GB 3 `" ° ® 3 s SHEET NOTES +37.92, 0.00' o' - - +16.46, 16.50'R -� - - - - - - - - - 34.64 GB -36.3t MA - - - - - - 34.36 PC/GB l 30.42 POC 38 31.68 GB I c) ° ( +28.66, 16.50'R 1C +31.46, 16.50'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 30.62 PC R33 L +77.19, 16.50'R- - - - - - - - -+21.46, 16.50'R +29.25, 16.50'R S' - - - I =_ I ^- 34.48 PRC 34.87 PT NOTES. +02.81, 455.49'L 30.62 PC +36.44, 14.67'R +.92 P 16.50'R B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND 2.00% 2.00% 34.92 PRC +14.06, 469.60'L J _j 34.23 LIP/PCC 0 v +16.48, 14.67'R SIGNAGE. o +43.62,340193'R 34.58 LIP/PCC MATCH LINE - C° `� +09.29, 10.83'R C. SEE SHEET C2.1 1 FOR TYPICAL ROADWAY STREET BLOCK 17 +46.12, 1.70 T 34.53 FL BLOCK 17 SECTIONS. zo 34.70 TOC } +06.79, 12.49'R O D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. +46.12, 19.95'R Q SEESHEET C2 .5 39 37 34.42 LIP/POC o 35.03 TOC 17 +60.22, 18.40'R = +06.79, 19.95'R E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. 34.68 LIP/POC/GB `^ +92.69, 18.40'R F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SEE ROADWAY PLAN TOLERANCES WILL BE ALLOWED. SHEET C2.7 G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ' ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Q0 MARKINGS. E . PRICKLE D R. PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. Q z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q w Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O a- J 2748 2748 SUPPLEMENTAL STANDARD DRAWING SD-702. _ O 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-701. > Q w 3. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Q - z SUPPLEMENTAL STANDARD DRAWING SD-709. m z W Q 2745 2745 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q > z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES (/) _ O Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE r%) (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) + AND SHALL BE COLORED 'TRAFFIC YELLOW'. W W CO N 5. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND 5 - W II 2742 2742 GUTTER TO 3" ROLLED CURB AND GUTTER. `- �C N 00 rn can Q U 00 II Y M II � N O II Cn rn Q N m . � � � � z Q w 2739 �~" o N Y a ? 2739 (0 � II m � W W O m W II � � II w II LdEl Q �j z W Q - � w Q 2736 II Q " 2736 ° _ N o m II FINISHED GROUND -0.40% - - o ar- o � 1.47% _ _ a W N < J _ - - - - - - - _ _ v m (ILL] " 2733 Q II 2g% _ - - O 2733 w EXISTING GROUND _ U LL _ - 0 - - � - _ _ 1.40 . Z -0.53 P,1 _ 2730 - - 0 2730 z O N O N Q Z O U Y Z = a 2727 2727 O 3 `n ENGINEERING L.L N 5725 NORTH DISCOVERY WAY a 3 BOISE,IDAHO 83713 O o PHONE(208)639 6939 7 a EXISTING GROUND CENTERLINE kmengllp.com z FINISH GROUND CENTERLINE 2724 2724 DESIGN BY: LCK a DRAWN BY: LCK / a 0z � O � O� � 00N 0�0 NCN O� nCN � rM r (r70 O It 0 0) n r � (0 N O a0 L c0 00 r- O LO O Ur CHECKED BY: LCK Sr cp (6 Q O O O N N N (y 7 r M r) r) DATE: FEBRUARY 2025 N N ^ (14 N ^ N ^ N CN N (14 ^ Cq (14 Cq Cq Cq NN N N N N N N N N N N N N N LL 0 PROJECT: 24-164 c SHEET NO. V c > 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 J Lu a N 2 \ \ SHEET LEGEND CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS AL ALL fNc� \ \ 44.32 POC 01-I-ELE. & DESCRIPTION FINISHED GRADE ELEVATION FOLLOWS: ENSFD \ \ + 14.88'L STA., OFFSET SIDE 45.03 PT STA. - ROADWAY STATION FROM CENTERLINE 29 \ \ 45.03 CL - ROADWAY CENTERLINE 16860 \ +43.81, 12.83'L 1 PC - POINT OF CURVATURE �, 2/9/25 0 FINISHED GRADE SLOPE \\ 30 45.63 TOC PT - POINT OF TANGENCY Q \ +64.99, 19.00'L ELE. - ELEVATION y qTF �OQ \ 45.27 Of FL GRADE BREAK L - STATION OFFSET LEFT lv \ +64.99, 12.00'L R - STATION OFFSET RIGHT y��/�/ C �(\N� 28 42.52 POC ' c1 TBC - TOP BACK OF CURB +46.83, 48.251 \ \ 45.76 PC \ +74.99, 12.83'L BLOCK 17 - - - - - - - - - - SAWCUT LINE RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER \ �� \ 45.78 PRC 31 32 33 34 35 36 37 MA - MATCH EXISTING 41.84 POC/GB +82.18, 14.67'L SW - SIDEWALK +07.35, 13.30'L 45.87 PT/BVC EP - EDGE OF PAVEMENT \ +89.59, 17.061 34.42 LIP/POC, �° FL - FLOW LINE \ 46.02 TOC +75.62, 16.23'L TOC - TOP OF CONCRETE HP - HIGH POINT CR - CURB RETURN +92.60, 24.50'L 34.94 TOC I 45.66 FL +66.74, 20.98'L 34.85 LIP POC _ POINT ON CURVE \ \ +96.17, 15.67'L SEE DETAIL SHEET C2.11 34.46 FL I ° +30.02, 10.83'L I INT INTERSECTION ? Lu 0 �2 s0 \ +66.74, 13.10'L I e 35.04 TOC a 46.10 TOC H +25.02, 20.51'L PRC - POINT OF REVERSE CURVE � 3 +54.33, 0.00' 1 °42.71 CL/GB \\\ `� \ +45 72 FL/HP 03.37, L 61.18 LIP/PCC SHEET NOTES +61.18, 10.83'L � , I \ +06.95, 15.67'L 34.92 PRC 34.75 FL ° 43.75 PRC \ \ 45.98 43.87 41.02 38.16 35.31 GB +54.00, 14.67'L +25.02, 12.42'L 1 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ` 1 +95.07, 26.94'L � \ C NOTES. \ _ +13.08, 16.501 +00.00, 16.50,L +00.00, 16.50'L +00.00, 16.50'L +00.00, 16.50'L 34.87 _ / 34.60 LIP/GB - - 27M� rn 45.48 EVC 3 +46.81, .6 GB � B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND R4a a3, 1�x +43.74, 16.50'L 34.64 GB +13.54 15.321 - SIGNAGE.E 501 6< \ z. 43.52 POC O �2�' R�� 00 C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET 42.57 POC +99.43, 22.93'R o \ g CO 4 ?O) y��° ,� o SECTIONS. +32.95, 43.90'R �46.07 CL HP 0 1 0 6 s N. 4 43.29 PRC 45.27 LIP/GB 5 o 0 2 34.93 CL/IN ° I o z +93.77, 28.80'RL 7 ­ - - 1 - & - - 1 - - - - . +60.99, 10.83'L 1.60% 12+00�+07.88, 0.00' N 13+00 2.86% 14+00 S. HEYDAY PL. 15+00 2.g6% N 16+00 1.60% 17+ o D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. 34.72 CL GB 0.40% ° 45.48 CL GB \ b� b\ N / 5 45.91 CL/BVC O s o / 2 cn O� O co o- E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. � +60.99, 0.00' \ O o +41.81, 0.00' 6 4 O Oy 4 0_ w +87.79, 0.00' 1 �•� 04 w - I Nif N to - E F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO � 44.37 CL/PC ,n 7 TOLERANCES WILL BE ALLOWED. +17.99, 0.00' ���oMo z 45.56 CL/EVC C° 34.68 LIP/GB ° G. ALL STATION AND OFFSET LABELING RELATED TO EACH 44.08 PRC ,+43.74I 0.00' 3 34.64 GB +13.54: 15.32FR SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +17.99, 16.50'R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C - - - - - - +41 8 1 - - 34.76 FL ° ALIGNMENT. � \ 45.48 EVC 43.95 CL 41.10 CL 38.24 CL 35.39 CL/GB 1, 6.50'R 44.51 POC \ \ +43.74, 16.50'R +00.00, 0.00' m o +00.00, 0.00' +00.00, 0.00' +00.00, 0.00' 34.87 +25.02, 12.42'R O +30.79, 16.50'R o +46.81, 16.50'R 35.14 TOC H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS ,� 45.85 43.87 I I 41.02 38.16 35.31 GB MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 26 44.95 PT \ \ 0 34.92 PRC +25.02, 20.51'R +26.37, 16.50'R +00.00, 16.50'R o +00.00, 16.50'R +00.00, 16.50'R +00.00, 16.50'R RIGHT-OF-WAY PERMIT. +43.60, 16.50'R \ � � I +54.00, 14.67'R � 35.07 CL 45.02 PC \ c' " 45.67 FL v v 34.58 LIP/PCC 12+30.02, 0.00' +19.56, 15.67'R I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS +46.21, 16.50'R \ \ in o +61.18, 10.83'R 3410. LIP CONTACT ACHD INSPECTION FOR VERIFICATION OF 45.27 LIP/GB 46.02 TOC M 34.56 FL +30.02, 10.83'R o +60.99, 10.83'R �� \ \ 46.02 , 24.50'R 6 _ � COMPLIANCE WITH POLICY AND EXISTING PAVEMENT z r \ \ +66.74, 13.10'R I MARKINGS. 45.27 FL �' c' 45.72 FL/HP 35.08 TOC +64.99, 12.00'R \ \ +08.85, 15.67'R +66.74, 20.98'R J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. 45.63 TOC \ 46.10 TOC Lu 34.68 LIP/GB +64.99, 19.00'R \ +12.42, 24.50'R BLOCK 17 +75.62, 16.23'R v BLOCK 10 KEYNOTES 45.70 PC \ 121145.98 +74.99, 12.83'R \ +02.71; 16.50'R 22 21 20 19 18 17 16 a 37 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD 45.78 PRC \ 45.85 PT/BVC MGg�FZ�MEN� w SUPPLEMENTAL STANDARD DRAWING SD-702. 25 +82.18, 14.67'R �0 �p5 SEE ROADWAY PLAN 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 24 23 \ SHEET C2.6 SUPPLEMENTAL STANDARD DRAWING SD-701. o R ACHD 3. INSTALL 5'SUPPLEMENTAL IDES STANDARD DRAWING SIDEWALK S. HEYDAY PL. PLAN AND PROFILE � \ \ � � � I 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES 0 30 60 90 0 3 6 9 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Q0 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) rn AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q z Ln 0 5. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD z Q HIGH PT STA: 12+07.88 + HIGH PT ELEV: 2746.07 SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED z J W PVI STA:12+15.76 DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. J PVI ELEV:2746.36 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE O 2751 II K:12.56 CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT - W N ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. (/� ~ 0 z Y a, 6. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND Q U J 00 o m N r,� r1i L6 GUTTER TO 3" ROLLED CURB AND GUTTER. c 0 II ±N N N 7. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD 1 Q 0+ II o � �w �w SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL � z > 2748 Q w ( U cii U THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY z II N w k_j�m �w APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" N O Q Q m w MINUS CRUSHED AGGREGATE. Q N 0_ N N o II 60% FINISHED GROUND LJ..I L LI 2745 m II w _j 1.1 0 > _ o 2 o Q - I O O O O 2742 2 pp% _ - _ - - - - - - v \ / EXISTING GROUND - - - - _ _ 0+ m oM 2742 z Q _ co � rn x O + co _ _ U ,2 86q Lu M II II Q ° Dui aN � rn bo Y V) N r V) 2739 mN Y � ON WN 2739 U m Q� m II N II w II 0Of w Q� F- � � o _ zw 0Lu z a 0w - X \ \ O m 2736 2736 U 0q 0.40% 0.40% a Z o _ a - - 2733 2733 N z0 O N PROPOSED STORM Q U Z DRAIN SYSTEM = 2730 2730 O a 3 ENGINEERING L.L 0 'a 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639 6939 z a EXISTING GROUND CENTERLINE kmengllp.com 2727 FINISH GROUND CENTERLINE 2727 DESIGN BY: LCK a DRAWN BY: LCK Z N N 00 c0 �"� � 00 O It 00 r`') � (e O 0) r7 r r Ln � rn 0 O cD c0 r7 '� CC) Cn cC) O N 00 O N r� ^ c0 O) F0 n r7 N N r7 r7 N O L � r- U N N rri 00 N N N �i N co ui ui ' ri N r i N o o 9i (6 co 6 Uri r7 CHECKED BY: LCK Q r � 4 04 4 0 � r7 r7 r7 r7 '� r7 ' r7 r7 � r- � r- r ^ � ^ DATE: FEBRUARY 2025 z N r N N N r N ^ N N N N N ^ N N N N N ^ N N ^ N ^ N N N N N N ^ N z N N N N N N N N N N N N N N N N N N N N N N N N - O PROJECT: 24-164 c V SHEET NO. c 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 16+50 16+80 17+10 17+40 J V 7Lu a N 2 I '� JII I I I SHEET LEGEND ° "�„�, � SSvNAL fNG 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSF10 STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 16860 0 SEE ROADWAY PLAN yC,�9TF OF Iv SHEET C2.9 GRADE BREAK y S BLOCK 20 I ° KEN - - - - - - - - - - SAWCUT LINE Lu I 2 BLOCK 18 I I SEE DETAIL SHEET C2.11 30.39 TOC I ° Lu 23.26, 'L I I 34.05 PT/BVC +75.49 � ° I 29.65 LIP/POCFL O +48.00, 16.501 3 1005 L I w � I +14.04, 14.50'L CIVIL ACRONYMS +75.49 34.03 TOC 33.80 I w +39.53, 25.041 +05.42, 153.50'R 29.60 PRC/GB ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS o 33.4' F- +35.42, 16.50'L FOLLOWS: +3i.53, 17.20'L 33.26 EVC - - - +79.01, 16.50'L l I w ° 5 29.68 CL/POC/GB STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE o 33.33 LIP/POC/GB 33.34 CL/EVC ° � 3 30.39 PC/GB +35.42, 0.00' PC - POINT OF CURVATURE I +21.14, 29.1 11 o ° +79.01, 0.00' +70.00, 16.501 h ° �� rn CID' PT - POINT OF TANGENCY ELE. - ELEVATION � \ L - STATION OFFSET LEFT g 4 O'95q 6 0 1 N. STARPEAK AVE. 7 �ti° 3 R - STATION OFFSET RIGHT I I 10 00 0.60% N 11+00 3.16% 1.20% 12+00 \ TBC - TOP BACK OF CURB I 34.21 CL/INT - - - i ~ - - \ RIM - RIM OF STRUCTURE 33.92 CL/BVC 0 \ LIP - LIP OF GUTTER +00.00, 0.00' o 30.47 CL/GB 30.03 CL/INT ° 29.91 POC MA - MATCH EXISTING 111 +48.00, 0.00' 6 0 I 33.85 LIP/POC/GB 4 1.17% N WTI1 +70.00, 0.00' S +06.50, 0.00' 1 \ +00.00, 16.50'L SW - SIDEWALK � b\ o \ EP - EDGE OF PAVEMENT cn I +30.61, 19.64'R p b\ rn _o O z moo, FL - FLOW LINE TOC - TOP OF CONCRETE O ° P P �� \ HP - HIGH POINT N 3 x 6 CR - CURB RETURN w 33.68 FL - - - - - - - - - - - - - - - - - - - - - I p +39.53, 17.20'Rf ° c� 3 � �^�'° 00 POC - POINT ON CURVE ~ I I 34.26 TOC ° 33.26 EVC °M°-0- - C - - - - - - - - - - - - - - - ��� 3 INT - INTERSECTION ° Lij+39.53, 25.04'R +79.01, 16.50'R of of 30.39 GB 29.60 POC/GB PRC - POINT OF REVERSE CURVE Q 34.05 PT/BVC +70.00, 16.50'R +35.42, 16.50'R 29.99 CL/POC f ® �z SD +48.00, 16.50'R 0 _j 30.05 FL +00.00, 0.00' \ Z1� �° \ SHEET NOTES 33.80 +75.99, 15.67'R \ +38.42, 153.50'R 10 0 30.41 TOC 29.91 POC A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD - J cD � +00.00, 16.50'R NOTES. co +75.99, 22.67'R \ 1 `n I BLOCK 19 30.26 CL/PT 30.18 PT B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND SEE ROADWAY PLAN +I 58.32, 0.00' m +58.32, 16.501 I SIGNAGE. SHEET C2. O I , 16. PT 0 I +58.326.50'R C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET SECTIONS. zo 8 9 I n D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO �� t I n'E � TOLERANCES WILL BE ALLOWED. MATL 1 v G. ALL STATION AND OFFSET LABELING RELATED TO EACH I I EET �� .� SPOT ELEVATIONS ARE REFERENCED TO THE ROAD t I I e I Sr CG C J� C ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. N . STA R P E A K AVE ./E . DIADEM D R. PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF W 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Q0 J MARKINGS. U- Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 0 J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. O Z z KEYNOTES ® z Q p z 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O Q 2745 2745 SUPPLEMENTAL STANDARD DRAWING SD-702. _ z 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Z Q SUPPLEMENTAL STANDARD DRAWING SD-701. > Q w 3. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Q - 2 SUPPLEMENTAL STANDARD DRAWING SD-709. m z uj 0 2742 01 2742 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Z Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES (/) _ O W PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Q Cr 0 O SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q II AND SHALL BE COLORED 'TRAFFIC YELLOW'. W LJJ C 0 Q � P I STA: 10+63.5 � _ LL.I 2739 �`" P I ELEV: 2733.8 2739 5. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD � SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED o N LVC: 31.01 O DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. Q > DOMES SHALL BE RIGID INSERTS WET-SET INTO THE w II o o n o � N 00 CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Q w > r- n + o + ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. O � H w + + + M M Q z w N + 6. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND Z Q Lu 2736 w II N II 2736 GUTTER TO 3" ROLLED CURB AND GUTTER. x O m w w N o Mo II U) N 7. INSTALL 4' WIDE VALLEY GUTTER PER ACHD W Q " N II m o SUPPLEMENTAL STANDARD DRAWING SD-708. ~Q V) o 0 N Z WN0.60% � O Q m N FINISHED GROUND � N II °Q >2733 t)f 2733 w z Zw aw � w \3 _ o - - a - _ z N EXISTING GROUND 2730 O �� 47% - _ - - 2730 m _� - - - - 3 U m z OC 2727 2727 N z0 O N Q Z U z N LL = a 2724 2724 O 3 ENGINEERING ILL 0 'a 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639 6939 z a EXISTING GROUND CENTERLINE kmengllp.com 2721 FINISH GROUND CENTERLINE 2721 DESIGN BY: LCK a DRAWN BY: LCK z o 0 0 o o ,(°� co o N o o w N ao CHECKED BY: LCK _ o 0 0 0 o Q U ,r� M �i ,7 PO 0 on of of of o , o o DATE: FEBRUARY 2025 Z n N ^ N n N i"7 ^ N'7 N N N N N ^ N N � N N N N N ^ N N N z N N N N N N N N N N N N N o PROJECT: 24-164 c V SHEET NO. c 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80Lu J V a N 2 / I SHEET LEGEND 5\ANAL fN /' ° s 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION S \CENs 149 � STA., OFFSET SIDE / 1.50% FINISHED GRADE SLOPE 16860 / s / s 219/25 0 BLOCK 18 BLOCK 18 / GRADE BREAK �,5,�/ Of �1�, / xpQ) - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS 31.26 TOC / SEE DETAIL SHEET C2.1 1 +90.30, 23.261 I 39 29.88 TOC / // ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 30.94 FL I \ +94.02, 23.261 / FOLLOWS: +90.30, 16.40'L I SEE DETAIL SHEET C2.11 9 29.64 FL 30.35 30.75 GB I O +94.02, 16.41'L / STA. - ROADWAY STATION FROM CENTERLINE a +00.00, 16.50'L +00.00, 16.50,L C 31.28 PC/GB D4 I \ CL - ROADWAY CENTERLINE o M - - +84.81, 16.50'L 29.99 PC GB PC AM - POINT OF CURVATURE W �� o I 28.01 +88.52, 16.0'L l s ° / PT - POINT OF TANGENCY s 2 sg ° +00.00, 16.50'L _ _ _ _ _ _ _ _ _ _ _ ° R2 1z s � � ELE. - ELEVATION O L - STATION OFFSET LEFT w N � 4 /- - - - 2 �' s �D bo, D ® °� R - STATION OFFSET RIGHT TBC U _ z e - TOP- 1 0 1.34% ri I I I RIM - RIM OF STRUCTURE TRUC UR CURB J 3 ?o / g 29.74 CL/LIP , LIP - LIP OF GUTTER w 14+00 0.40% N. STARPEAK AVE. 15+00 f oN 0.67% 16+ 2.00% I e / �� - 1 0 3 1.45% +03.42, 0.00' 2 0 W o �~ 1.75% I 40 _ - - - EG�fEG E9 1 00 E. SUPREME DR. 2.30% 11+ 2.00% I I SW - SIDEWALK MA - MATCH EXISTING T 1 70 31.37 CL/INT O -EGA a `� �° o II I I EP _ EDGE OF PAVEMENT c� U 2 N 1.75q ti� +21.31, O.s00' / 28.09 CLJ o 1.75% o FL FLOW LINE z + 30.03 CL/INT I TOC - TOP OF CONCRETE 31.08 CL/LIP I ° EG / - EG_+00.00, 0.00' 1 N 1.75q �o `V +21.92, 0.00' BLOCK 19 HP - HIGH POINT N Q w �s +02.81, Oi00J �EG� - <_ I I CR - CURB RETURN w SS s 31.49 LIP GB s / 00 4 I I I I O POC - POINT ON CURVE L - w ON - -- - - - - - - - - - - - - - 3 +00.81, 21.4O'RI r - - , +00.00, 16?OOR 2 s e s °s 30.15 LIP/GB I PRC - POINTS OF (REVERSE CURVE CL 30.83 CL 31.40 CL/GB - _ - - +00.00, 0.00' +00.00, 0.00' m o +84.81, 0.00' - - - - - - - - - 3 +01.42, 21.40'R ~ C S I I 0 o +0. 42,06 CL/GB 30.35 30.75 GB I I 31.40 PC/GB m 0 I SHEET NOTES +00.00, 16.50'R +00.00, 16.50'R o +84.81, 16.50'R S I I I �j 30.06 PC/GB SEE ROADWAY PLAN IJ J I O o SHEE C2.8 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD cj 31.23 FL S +85.42, 16.50'R i NOTES. +90.30, 16.40'R I I BLOCK 17 J 29.89 FL coo 31.59 TOC °s Q 41 I v v +90.91, 16.40'R I I B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND I u) o I SIGNAGE.+90.30, 23.26'R 30.22 TOC I > +90.91, 23.26'R Y I C. SEE SHEET C2.1 1 FOR TYPICAL ROADWAY STREET I ° s w I SECTIONS. o z vi I BLOCK 20 Q I D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING. BLOCK 19 i °s I S O os z > ° I i E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. O2 O3 O4 Q °s I I _ f F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO >� O I O9 TOLERANCES WILL BE ALLOWED. + I G. ALL STATION AND OFFSET LABELING RELATED TO EACH s I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. I s I I I I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. E . DIADEM D R. PLAN AND PROFILE E . SUPREME D R. PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. O Ln z KEYNOTES ® z Q Lu uj 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O LL 2745 2745 2742 2742 SUPPLEMENTAL STANDARD DRAWING SD-702. O = 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD \ z � 0- / SUPPLEMENTAL STANDARD DRAWING SD-709. uj 0 Z 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Q 2 Z Q SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED 1 DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. m z uj a Z 2742 2742 2739 2739 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE Q > z Q CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT (/) _ O Q J ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. Q N O N _ 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD - CL 00 00+ o + SUPPLEMENTAL STANDARD DRAWING SD-708. uj w 5 0 N O II + ` W 2739 To + 2739 2736 01 11 2736 = >- W w O + O Q W YN II 9 r� Q Q o a� a � � II + + N O W N H � O `-) II � o II Y � m Z � Qp II II � N o II w � N O Q 2736 a V) wN � 00 ,� � 0) m II 0� m w II z Q W Lii "' Y M U' M 2736 2733 co o o c�w I o 2733 x O W r- N Y 0 J Q Z W �..�..�Y OM N W II CD LLI - ^ Of wN m II � � mN LL II I..L N Ld C� 0] m w II � � caw LLJ 0 > LL w o II Q w Q 0 w J w < J EXISTING GROUND - _ 2733 w " W 2733 2730 " W =�.� o% J 2730 EXISTING GROUNDq,, _ J � - - -a 1.75q 2.00%- - - - - - - - - - - - - 0.67% FINISHED GROUND z x - - - - - - 0,40% O m 2730 2730 2727 , - ' 2727 3 FINISHED GROUND U m Z o a 2727 2727 2724 2724 N z0 Q O z U z i0C = a 2724 2724 2721 2721 O 3 ENGINEERING L.L 0 'a 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639 6939 Z a EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE kmengllp.com 2721 FINISH GROUND CENTERLINE 2721 2718 FINISH GROUND CENTERLINE 2718 DESIGN BY: LCK If If a DRAWN BY: LCK a zz 0 �r) ( r) n 0)p) r7 7Vr) r7 0r70 O 00 O r7 0) (.0 r o n Lo N F L co 00 N .00 O 0)0 0 - N 00 o 0i 6 o ; o ; C) 6 CHECKED BY: LCK Q0 0 N N N M N N N N DATE: FEBRUARY 2025 N N 04 N r � � N N N CNIN N N N N N N N N N N N N N N N N N O PROJECT: 24-164 c V SHEET NO. c > 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70Lu J V a N 2 PAVEMENT MARKING LEGEND \\ \\ SHEET NOTES AL REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) \ c \\ A. SEE SHEET C1.1 FOR GENERAL AND ACHD NOTES. FSS\ON fNG� FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS X \ �CENSF10 B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS � \ \ 0 80 160 240 CONTACT ACHD INSPECTION FOR VERIFICATION OF 24" WHITE - CROSS WALK \ c \ \ COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 16860 \ \ an Scale: = . 12' LENGTH, 2' WIDTH, 4' GAP Plan Sl 1" 80' MARKINGS \ \ ° \ 2/9/25 �o \ \ \ C. STOP BARS, CROSSWALKS, MULTI-USE PATHWAY 9 9TF O \1) 19 24" WHITE - STOP BAR X \ \ STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE �y f �lv \ \ c \ THERMOPLASTIC. C. �(\N \ \ D. ASPHALT SURFACE PAVEMENT MARKINGS SHALL BE PAINT. N x I X \ \ c \ E. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE X \\ \ \\ INSTALLED IN ACCORDANCE WITH 2O23 MUTCD & 2004 • o \F \ BLOCK 18 \ c \ \ SHS SIGNING AND PAVEMENT MARKING DETAILS. \ \ P7 N 2 \ c \ F. REFER TO ACHD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. I II 3 2 // \\\ \\ KEYNOTES 2 < < _ _ _ _ _ — — t< \Og \ \ 1. INSTALL STANDARD POST MOUNTED STREET NAME SIGN o — — — — — — — — — — — — — — — — — — — — — — — — \ / JG \ \ � \ PER ACHD TRAFFIC STANDARDS DETAIL TS-1109.04. 11 \ \ \ O \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - --- � - - - 18 2 ff F` - - _ 5 T�U __X_� T TOE TOE TOE � 2. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE — \ E. QUARTZ CREEK ST. \\\ 1 �'Fo� �� \ \ \ c Y�olb xrup =X PER ACHD SUPPLEMENTAL STANDARD DRAWING — SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE — _ \ BLOCK 20 \ - — ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE �\ — — _______ — — — — — — _ ` \ \ O \ O \\ c \\ DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. x I x x x x x x x x _x x \\\ o \ \\ 3. INSTALL TERMINUS BARRICADE TYPE III PER ACHD P \ 0, QJ �j \ \ c \ SUPPLEMENTAL STANDARD DRAWING SD-1132B. �' ' BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM N WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. Z = • 1 \ F \O / �pQ' // \ 90� 1 c \\ PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO O BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. IN O O O \ N �o \ O \ / c \ > w Lu ` 38 C 2 / \ \ c / O 2 N / 41 37 \ c \c Q\R idol- �\ `\ O8 \\ \ 8 O // �?v BLOCKIO \\ TOP d01�d01 1 dol=roPdo TOP_dOl �� \� o `" \ 1 \ \\ o / 1 37\ c \\\ to d01—d01 d01 TOp\°'O \ 0 \ 1 1 1 O I X �z \ G AEG- -d01 \d� � �' 1� Im \ \ — EG�EG�dol l�p\ ao d° \\ \ I � o\� \FG 0 ToA \\ \ \ m \\\ m W11-2 I 19 / // ffi -10''��� X" 30"/ 30 °o �\ W16-7P / / 01, \\ \ c i / BLOCK 14 24" X 12" I BLOCK 17 / O°o \ I �o 18 \\ \ O / \O o- \ ma 7 (/)° o O I O \ O \ I O / \ \\c z I 46 �_� 32 / QP / \ z J / 4� 20 \ cn z E/ �� / / BLOCK 17 W Ur G EG p �P I I 3 / // \\ CO z I"I"I G„ ao1 \ 1 I I 30' X 30" \ / 23 C) W16-7P �� O z EG / ' \ \ 1 m 6 I 24" X 12" 18 / / Lu 5 Q /�� �G ❑ CrG \ I /i / I� \ eg • APEX NORTHWEST / // LJJ — w SUBDIVISION No. 5 SHAFER VIEW ESTATES I w 3 ec / / Q / SUBDIVISION0 co \\ \I m Q I I °j\� AO 7 I v `^ Lu x O / m 00. 3o,c� Ec Q m / o _ \ C0 W. \\ °o, m I 19 g \ O I S. HIGHMARK AVE. / 1 E. SNAG. ST. (, z ��A \,\ FA \ I — — — — — — — — — — — — — - - - - � I � ° I a I LL E N G I N E E R I N G Z \ O _ I I \ \ joP I I BLOCK 11 Z 5725 NORTH DISCOVERY WAY TOE I O BOISE,IDAHO 83713 O z �o o \ `�° / I 23 22 21 20 19 18 17 ~ PHONE(208)639-6939 z \�°� O o I Z kmengllp.com ti \ \ F 30 I I I DESIGN BY: LCK 1O\\—d01 I I V DRAWN BY: LCK I _ o I '� �°.o \ \ CHECKED BY: LCK Q — I� DATE: FEBRUARY 2025 z PROJECT: 24-164 c— FF \ I APEX NORTHWEST o I SHEET NO. c �\ \\ SUBDIVISION No. 4 I - - - - - - - - II � I C2. 10 w A\\ SS�pNAL fNG �CF �CENSFD 16860 s� 2/9/25 0 9cl Lu Q 0 62.5' 1.5' ACHD EXISTING 2' ACHD SIDEWALK PROPOSED 31.5' RIGHT-OF-WAY EXISTING 31' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 18' TBC-CL 18' CL-TBC 8' PLANTER 5' SIDEWALK Z O SLOPE TO EXISTING 5' BIKE 11' THRU LANE 11' THRU LANE 5' BIKE N LANE LANE j 2 w w 2' MIN. 1' LANDING, TYP' 6" VERTICAL CURB 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 EXISTING PAVEMENT SECTION AND GUTTER, TYP. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 20" OF 6" MINUS PIT-RUN SUBBASE 0 z STREET SECTION A (COLLECTOR - E . QUARTZ ST. ) SCALE: NTS 1.5' ACHD 1.5' ACHD SIDEWALK 63' RIGHT-OF-WAY SIDEWALK EASEMENT 0.5' 0 EASEMENT .5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 18' TBC-CL 18' CL-TBC 8' PLANTER 5' SIDEWALK SLOPE TO 5' BIKE 5' BIKE EXISTING LANE 11' THRU LANE 11' THRU LANE LANE o z \7/ox� _j 1' LANDING, / \/,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\/� O 6" VERTICAL CURB 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 z AND GUTTER, TYP. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE / O WW 20" OF 6" MINUS PIT-RUN SUBBASE 0 G z � z Lu > O STREET SECTION B (COLLECTOR S. SUBLIMITY AVE . AND E . QUARTZ ST. ) V Q O w - SCALE: NTS 0 w w W cLu 5 G- H H Q DC 1.5' ACHD 1.5' ACHD O Q SIDEWALK 60' RIGHT-OF-WAY SIDEWALK EASEMENT 0.5' 0.5' EASEMENT z Q 5' SIDEWALK 8' PLANTER 16.5' TBC-CL 16.5' TBC-CL 8' PLANTER 5' SIDEWALK x O � 3:1 MAX. 7' PARK g' THRU LANE 9' THRU LANE 7' PARK W SLOPE TO LANE LANE Lu EXISTING X 1' LANDING, N TYP. z 3" ROLLED CURB 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE O 14" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION C LOCAL STREETS SCALE: NTS z Y O Z U V U' p 0 ENGINEERING L.L 'a 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639-6939 a kmengllp.com z DESIGN BY: LCK DRAWN BY: LCK ar- o CHECKED BY: LCK Q V F DATE: FEBRUARY 2025 z o PROJECT: 24-164 c— SHEET NO. c w C2. 11 a N 2 _31.11 \ CIVIL ACRONYMS GB \ AL GB 43\ \MA�0 7} \\ ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS �kSS\O \ \ FOLLOWS: \MENS fp 2' CLEAR 14' WIDE PATH 2' CLEAR 1 \ STA. - ROADWAY STATION FROM CENTERLINE 3.0" - CLASS "C" ASPHALT PAVEMENT 27 \ 0 60 120 180 CL - ROADWAY CENTERLINE 1.5� , 31.1 1 BLOCK 18 31.43�o,p 30�� \ _ PC - POINT OF CURVATURE 16860 GB \ Plan Scale: 1 - 60 2/9/25 GB c\ \ PT - POINT OF TANGENCY � `f'�• � Q 14 31.43_ , ! -� _ ELE. - ELEVATION qTF \ P \g / s \ \ L - STATION OFFSET LEFT �y 0f S� R - STATION OFFSET RIGHT //\/ C 31 �(\N _ .14 srrW \ \ c SW -\ \ \ TBC - TOP BACK OF CURB N 30.94\ 31.43/s 30.58_\ _30 28 C \ LIP - LIP OF GUTTER SSW \ GB TBC a TBC \ c �� �\ T C - TOP OFLK CONCRETE \u,Xs �.Qy � 30.75 \ �P \2731s 31.43 w/ �gW 30.47 s ���.\��v ` FG - FINISH GRADE -I I-III-III-I 8" _ MINUS , \ SW / \ SW 2731 , '\ Q �,�'�- 2731 \ TW - TOP OF WALL \ 31.35 / 31.12 \Q� CRUSHED AGGREGATE i TBC s.. 31.28\/ TBC 9 \GB \s s� \ NON-WOVEN GEOTEXTILE FABRIC. MIRAFI 135N BASE MATERIAL �31.55 = s TBC s \ \ \- OR APPROVED EQUAL 12" - IMPORT BACK FILL OR APPROVED NATIVE , _273�`SW g N SW 199/ 2��2 \ 31.93�\ ,31.66 \ MATERIAL. COMPACT AND PROOF ROLL 31.47 3T31 W c \ \�/ i / GRADING LEGEND Lu SUBGRADE. 95 MIN PROCTOR COMPACTION ,TW / 31.12 \ FG sTB. \ ( ) 27 GB 31.73' GB 39 \ 31.86 c `'/ Q 33 / SW TBC \ / 31.84 \ SW / � SW 31.91® GB '6 o e% �2132- / / FINISHED GRADE ELEVATION ASPHALT PATH SECTION �� - SW � \ A \2733 \ /\ 42.50 2�34 5 �� _ 31.48 Q� A ' "1.. Fc' NTS 5 ; 31.84 -273 ° \ " �\ / / \ -31.47 �� 33.0933 TW 3 FG ��F / \ 1 FINISHED GRADE SLOPE FG / ' P, TBC GB 40 T6 30 38 �736, S\ 33.29� / 2734 31.66 \ \` -TBC / / \ 35.99 �, TW 36.30 h ��26 37.90 'SW �0 1 SW / \31.84 TW S W23\ �1� �2733c \ i 26 -�- FINISHED GRADE CONTOUR 2737' TW 35.80 Q 35.11 33.09 FG 36.30 �' s �� ', 38.16 0637.90 TBC N/`'� 35.12 TW GB 41 37.80 \ 37 TW 34.91 c \ \ r �, 10 GB 6 TW u' TB 5 32 2j3S33.09 Q` TW 36.30 GB 5 c \\ -2645� - EXISTING GRADE CONTOUR z v� �2739� 8.36/ �� SW 2736 TW -37.80 c E /34.97 O HE �42.40 SW 33.01 TW _ SW BLOCK 10 N EC S BLOCK 19 Tlry O �� 34.87s GRADE BREAK Lu S •38.17 � 37.14 35.11 FG � - 37.80 34.87 � • • TBC \ 34.68 c � 37.15 TW 36 TBC 0 TBC 37 \ w w �� 7 27 TBC TBC GB 42 39.30 TW �, 34.97 �•2734 \ - -T�/y 37.80 / gyy 34.88 CH `` '��I ,11 �� - \ 40 37.35 27 35.I1 GB / 2735 _SW c \ KEYSTONE WALL - ?:I 43.21 42.40 40.09 SW 38 TW 39.30 35.81 35.67 \s \ \ l 41.30 ,lSW M SW : I GB /S 39.89 � 39.18 �35.FGe TW - `39.30 /�35 62 BC 2 GB - \ \o c \\ �g 41.10 42.65 37.14 35 TBC s' \c \ - ' I 8 TBC / 39.18 TW 0 s REDI ROCK WALL \ TBC SW TBC GB 43 ?739 40.80 39.30 s 35.8 16 2736 \s \ 42.45 ` 37.14 TW SW -2735 I %K - TBC 27407 39.38 2740, TW a 40.80 GB 37.53 ��� N cP I I SW _ SW • /37. V 35.67 MA \ s \ N2 43.52 `1' �� 2) 41 10 /39.18 37 _G\ TW 41 / 37.33 TBC 3�/ SMA \ 4 \ N W \ I SW 1 _ s„W Q s„W 34 TBC w O 36.5t _ ' o \\ o 1 N J W I 43.33 3 41.07 TW GB 4443.80i 37.53® \ 35.67 \ � \y N 30.15 I N W cn 39.1 e` TW SW / \ \ _8 67 \N SHEET NOTES TBC 42.45 TBC; j 40.80 �� 35.67 GB W, \ \ \ \� \29 GB GB W w 1 I 1 I I 1 / 42 6541SW. . / \ TW GB / 39'24 r� 39.10 \ 37•38 / FG \ re` GB \ c� \ A. SEE SHEET C1.1 FOR GRADING NOTES. 1 A N I I I I( N SW -39.18 80 BLOCK 17 SW - - 39.05 TW GB 18 FG ®e` 43.TW 80 39.05 TBC - N �j \ a, - \c B. SEE SHEETS C2.0-C2.11 FOR ROADWAY (J / J 45.18 ,�o° 41.10 45 33 TW TBC `� 39.24W /\� N 37.38 �7 s,N 30.77 30.98 \ \ / TBC N i GB 0 45.30 / SW / �Q \ W \ IMPROVEMENT PLANS. GB I � 41.10 TW 43.80 2740 r� N 37.38 \ \ �-���1 \ \ \ GB 1 1 ( / 45.37 42.66 2� 40.95 \ . C. SEE SHEET C2.1 1 FOR TYPICAL STREET SECTIONS. / II �I / I G2.66 Ny ` 45.30 42 GB / y' /40.81 39.10 FG \ 8' av \ 1 SWI 44.12 e SW. 0 s I i I I I 41.27 / -h - TW 41.10 ° 40.76 40.76 TW GB 19 \ \ D. KEYSTONE AND REDI-ROCK WALL DESIGN BY FG 41.68/ 1 N FG TW Q TBC -� A / 5 o o FG 46 45.30 TBC 4, �, 40.95® 39.10 OTHERS. 41.47 h 2743 32 TW /• s P � / \ TW 32.34 I I I FG /N SW00 I 45.87_ / / 42.66 _ TW 80 45.30 / 0��JO SW r', 39.10 FG 46.05- *SW TW Gg 42.84 �. /42.52 40.81 � ` FG \ \ I GB 33.23 I 45.84 SW - c 46.80 SW.. 42.47 TW GB 20 \ / I \ \45.77 e & \ I �31.09 FG FG .� � �4.p� 42.66 � TW 42.64 , � TBC �� � 40.81 R / \ I - �, KEYNOTES N 3 s.d 45.96 SSW FG Q` 46.80 TBC e 42.67® /� / sr / 2740 s. \ /GB 3�p�41.88 FG 45.90 31 TW s SW � TW / 1. INSTALL 8' WIDE CONCRETE PATH PER ISPWC SD-709. SW \ fc\ \ O // � / 40.81 // �� � \ cV- Ep 46.02�\ 46.80 46.80 / r 44.46 42.52FIG \ 33.34 �� �y o'G� J 46.60-F 44.72 /. r� 2. INSTALL 5' WIDE ASPHALT PATH (2.5" ASPHALT ON 6' / GB EP _ sW _ SW c\ TW GB SW 44.40� GB 21 �j / s / OF 3/4" MINUS CRUSHED AGGREGATE BASE MATERIAL). 1 \ \ „�G �n G\ 33.43 EP 2 45.44 �46.60 /�44.53 TBC 42.52 RS / 33.13 32.81 FG � 46.04 ��5_ SW �'�, �� 46.72� � / BLOCK 17 � \ GB G °'= EP SW 2 46.00 SW \ �SW TBC • '44.60® - TW'e` / / / 3. INSTALL 10' WIDE GRAVEL MAINTENANCE ACCESS ROAD \ u FG � EP �' 46.48, \ s 2745 SW / 2744- 42.52 ° PER ISPWC SD-304 (TYPE 3). (/)TW 43.00 � 1 SW _ 3�_ ,' ����/ � "�/ 45.08 / 4 FG / / Z Z f FG �_ 46.89 46.6 � 44. 6 33.37 _,� SW \\46.18' �y Gg 22 �j / �� / 4. INSTALL 14' WIDE ASPHALT PATH PER DETAIL, THIS 3or,G��` o� \` \ FG BLOCK 14 1 42.95 �� 45.804'45S99 1�`6 / 2744 44.T4W6 �'� / / SHEET. J I 32.84 33.49 \ I 42.64 0 ,Q\ SW 43.00 :/; \W TBC `l' / Q d, 3o G� FG \ O \ 42.47 .y t� 29 FG /,\ "G\� y \ FG \ \� 33.13 \ \ TBC I SW \ 42.75 / 45.92 SW 45.94� ��\746 44.FG � �� / / � V) � z \\ \ 2 3 FG \ 42.66 42.44' 42.00 SW SW 45.56r SW \� ° APEX NORTHWEST s � / SW TBC ° TBC / 2 j SW 45.83 \ 23 - - - F�,_ / z o \ \ " 43.18 42.09 4S1 SW \ �46.50 SUBDIVISION No. 5 /� - in Lu Q d' 42.67- \ 43.03 SW / v TBC 45.78 / \�\\ Win, ~ y 2745 0 TW ofA \ 1 I \ GB \ N� j TW �� a�w'44.37 5 •v SW 1 \� [4q6.37�t� F Fc \ Q. m Z W 31.88 \ \ \ �2 i�� TBC fi \ ` \ s •� [] GB <N a N a"5� % L45.84 \ 46.45\\ £c \ > 42.14 N 5 / GB 46.2 �SW Ovot Fc \£c \ r// s / (/) O J \C \ v o \ J J I 28 TBC n 45.84 \SW 46.34� �\ Q � w w I N 43.14 45.84� SW 2j ae �� 42.SW \ t \ TBC �4'SW GB - GB 4�\ 0 / L." 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HIGHMARK AVE. `L�\ �' 39.90 GB \ �srr srrW 8,. O \\\ 03 \ II 36.27 35.94 _36.56_ rr 37.48 �„ 38.32E r, 39.15 TBC / 5 s"s s"s s s s"s s"s-ems"s "s u Y V N g s s s s ,� MA.4t I ® E. SNAG. ST.� G63 TBC TBC TBC TBC TBC 40.10 � � �� \ 3 - - \32.12 \ I 35.67 36.14 36.75 37.68 38.51 39.35 SW / GBH \ 3 I I SW SW - _.. . _SW - SW _SW - -SW - ` / N TBC � �35.47 40.06 - - L.L GB Fos 35.62 I E N G I N E E R I N G 3 , \ TBC 35.77 36.75a \37.68, 38.51, 39.34 GB 40.5t 1 5725 NORTH DISCOVERY WAY SW GB 2 GB GB GB \ _GB JJJ 39.56 39.87 MA I BOISE,IDAHO 83713 O 35.96 �,36 36.25 37.18, 38.01 38.84- GB GB 40.5t I co °° a _ _ \ . GB GB GB U I PHONE 208 639-6939 GB I BLOCK 11 G6 MA Q 1 I ( g p. Z \\ \ \ 2733 36.68 17 40.Ot kmen II com �29 I 01 TW 23 I 22 21 20 00� 19 18 O �Oi MA z/ I I DESIGN BY: LICK \ \FA 2 3 " N N 2738_ \ \\ \ Fq ( �� I N -N H DRAWN BY: LCK o ,c\ \ \ \ N 34.5f� 36.18 \ 1 I U z v' 36.25 37.18 38.01_ 38.84 39.56 40.2f I CHECKED BY: LICK Q F \ 32.80` N q I AMA I GB i GB i GB 2jj� GB GB MA I I DATE: FEBRUARY2025 Z Z \ GB Fq�\\ I' 34.3 I 36.68 36.68 38.02 38.02 38.69.38.69 39.36 39.36 40.03 40.03 40.70 40.70 u I _ - PROJECT: 24 164 u \ 33.01 Wul, \ 33.22 AMA TW TW TW TW TW TW TW TW TW TW TW , TW I vi I c \ \ G6�/ \ s FG �� N - - _ SHEET NO. G_ \ \\\ J \ 33.3t 34.8t �� 35.5t 36.2t 36.8f 37.4t 38.Of 40.2t -� J \ o 33.01\ MAC �, MA �s MA AMA MA MA MA _MA I \ W �\\ FG � \ 33.2f APEX NORTHWEST �2> 2� �2) 2�3 \ C3'0 '` \ \ � MA SUBDIVISION No. 4 `36- 38\ 9 a \ N 2 SHEET NOTES CIVIL ACRONYMS A. SEE SHEET C1.1 FOR GRADING NOTES. ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS ASS\ONAL fNc� FOLLOWS: C E N SFD B. SEE SHEETS C2.0-C2.11 FOR ROADWAY 0 60 120 180 IMPROVEMENT PLANS. STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE 16860 Plan Scale: 1" - 60' C. SEE SHEET C2.11 FOR TYPICAL STREET SECTIONS. PC - POINT OF CURVATURE 219/2-5 PT - POINT OF TANGENCY D. KEYSTONE AND REDI-ROCK WALL DESIGN BY ELE. - ELEVATION 0f \QPIv OTHERS. L - STATION OFFSET LEFTR - STATION OFFSET RIGHT y��/�/ C TBC - TOP BACK OF CURB LIP - LIP OF GUTTER KEYNOTES ® T C - TOP OAF CONCRETE FG - FINISH GRADE 1. INSTALL 14' WIDE ASPHALT PATH PER DETAIL, SHEET TW - TOP OF WALL C3.0. GRADING LEGEND *-�42.50 FINISHED GRADE ELEVATION 1.50% FINISHED GRADE SLOPE --�2626 ---- FINISHED GRADE CONTOUR -2645- - EXISTING GRADE CONTOUR z O Ln GRADE BREAK 5; 2 w KEYSTONE WALL REDI-ROCK WALL ov -4 X \L7 b 24. G 23.1 A 1 F � \ / 30.20 - EG EG EG -EO M \ TW \ 81,s 8"s 8's g Fc�\ /X \ \ 30.20 X\ \ 1 x -\ E8 - - -�- -{� -=� - -� � � � � tee` \� `' \\ 'Dr I ; N N -2723 \ ��--c��� \ -2723- \23 9t c \ 1\ - X 24.41 Q� / 30.23 \ \ � o0 as FG 10 GB c \ I I F x I 0 �� \� 25.12/ 30.41 8\ \t 25.29 FG GB \\ \ \ \ \ II I 0 \ \ 0 \ FG �0.20 2724 J I I \ \ I I x I v c -1 o 2 \ FG � TW \ 0-0 ?4 \\\ /29.35 ` 30.20 �30.23 TW ° TW GB / .1 t MA \ \ 30.04 BLOCK 18 30.41 \ 28.21 30.20 GB c \ mI \2725\ \ \ $, SW TW \ GB O / / 30.61 \\ \c \ \ 2> 2j �� �2�• N Y v; 2 / s \ 30.04 / GB \ �� o (� CV \ \ �g \ 2 I 72 / \ 8 -2725 6 \ \ 2�26 2j2 3 \ - - �/ / N I I 6 \ _ / GB GB o4 O / \ 2��6 z z 27 `S 0' 10�PI 10"PI _ "P�10"PI 28.01 \ / - \ TBC 30.04 30.23 / 30.23 / G26.3t Q 8� t o'P� 25.00 \ z N 2727 \ \ �10 p GB 28.40 �, \ 9 GB GB / 30.61- �MA J - - - - - - - - - - - - s -•- - - - - LAI - - - - - - 22.00 \ TBC s \O 30.06 30.41 / GB \ \ c O CL ' 28.60 L GB- SW SW 29.88 SW- GB 30.83 \ z -- 2-w -- -12 - - -12„W��2„W- -12„W- - 2„W- - 2-w --12-,w---12„w -- 12"W - h2 w 12'V ��„u 1 "W �L2^w �� �2"w- 12"w - es SW / - _ - <1 -07 0 29 86 n GB- - 7t z b- � s 2 r-29.84 \ 29.68 TBC 30.24 30.41� -2729- MA _ in W Q �`b �� �,�° ,? \ \ 2� 2� C \1 2j E. QUARTZ CREEK ST. 2> TW 29.80' TBC Gg_ 30.61 / 30.83 c - � `L� tit 01 `\ 2s 26 ?� 28 12 'oA� / TBC w ` _ SW GB_-- - _ GB- \ Q V' \ SW �30A0' 30.05= 30.43 m 1 • Y _ _ _ \ 20 SW �• TBC SW S o \ \ sD Pi 3 Isis /1 - "G - --26.01� - - - 27.96 2729 7" �� TW 29 84�' 31.18 5 nS�?�30 30 BC\ \ 30GB 30.83 ' N Q / 0 x x x �x x ��x x �x \ GB TBC - BLOCK 20 GB TW 29.86 - �, \ \ 30.63 \ GB Q o >- 26.90 Y F FA 2622 ID '� / 28.15 31.61 ry> TBC e, 3 \ \ SW' \ \\ ' GB �� r' `L SW \ SW 29.84 2 , e 31.17� 30.05 30.25 s SW \ cA 1 O / TBC �\ 30.43 2 7290 25.55 �`L �\ p 31.41 , TW 30.00 / ' SW - 30.44� SW/ -- �30.44� TBC ,30.83 31.1 1 w Q \�j GB \ \ ` ,50/ ^^D TBC FG 1 /. 30.97 GB Y \ SW �� GB GB* LLJ Z \ \ 25.76� '\ 30.46 33.602\NN273 TBC /i / ?, 30.G6 \30 GB SW\ I _ TBC 33.70 / 3� 30.51 r n \\\Fo s \ \ \ 30.65 cV '�;_._ SW /TW _ y� // / 30.69 \ TBC . j3 TBC\ \\ v w 10 _ SW 33.43 / / GB �30.71\ \ \\ N\ O \�^� TBC SW 31.67 � O / \ SW v s \ � z � SW TBC s % 30.69 \ \ V / 30.44 i 2 33.75�31.86 GB / GB \ \ o \ \ o \ \\ 'o TBC SW 30.98 30.82 e' z Q \ \ \ \�\\�\\NN FA \ \ \ 33.76 / 33 TW 30,GB\ / O GBH! \ TBC \ \ \\ \\ TBC 30.69 / \ \31.02 x \\ ,\ \ / 3 - SW W \ \�� \ �, 26.33\ �, s 33.96 3 - / GB ?� 30.98 \ \ \ \ \\ \ r "�\ 1 GB 6.54 I / ���� \ JG SW I' -GB 33.86 \30.69 `3? GB I W O ,P, 34.90BLOCK 19 GB 31.47 Q \\ GB 1 ( C BLOCK 14 / \ �� `` TW A '-2 RA 3 GB 3 TBC` -9 35.11 \33.86 LF.. SW TW 30.98 \ \ \ IIO 34S s34.92 A 37.90 GB 30.98 \ i \ �2� \ \ _�- TBC TW \ \ GB \\ S 'ss ` 1 � � �C N _\ \ 8 33.86 'e '® z / \ , FG O N \ \ \ j \ \\ \ �36. ^M/ \ A 37.90 ?>3S 27.80 13 I � �V Q� � TW GB I I I 1��/ 36.33 3 k/\ 40.89 TW 40'2�O U I \ \ q GB 29.67 `39.50 TW \ \ \ �27.59 \ \ ��' SW \ N I- GB 42.40 6^ Z \ \ \ \ \ �, GB \ 1 / '\/ \ ^� SW \ Z 's oA 29.88 .\'S /� �L -273g 42.40. N \ \ \IN, \ \ I / l u N \ \ \ 1 29.90 I I \ \ I �2740 o GB Z 29.69 1 L �- 1 `\ cp N GBH � 1 \ • EEC o ENGINEERING LL O \ ' ` `�`E 5725 NORTH DISCOVERY WAY N \` `V BOISE,IDAHO 83713 O \ \ \ \ 1\ y G• - PHONE(n08)63�96939 egpC1n 7 L N I \ \ DESIGN BY: LCK z \ DRAWN BY: LCK or- o CHECKED BY: LCK Q V F DATE: FEBRUARY 2025 z o PROJECT: 24-164 �c SHEET NO. c > J w C3. 1 a N 2 0 30.5' 12" ADS N-12 HP SHEET NOTES 1.02% INLET #11 INLET #10 A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �SS�ONAL fNc� ACHD SD-604A, TYPE IV ® p� \ACHD SD-604A, TYPE IV NOTES. \CENSF10 RIM:2730.76 - - _ \ RIM:2730.76 B. SEE SHEET C4.2 FOR STORM WATER DETAILS. SUMP:2 " (NE) � � 5 INV OU 72727. 0 60 120 180 C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN INV IN:2727.34 12" (NE) INV OUT:2727.65 12" (SW) 16860 INV OUT:2727.34 12" (SW) �Q25=0.68cfs Plan Scale: 1 = 60 s 219/25 0 a \ AT OR BELOW 20 FEET FROM EXISTING GROUND Q25=0.96cfs \ Q100=0.94cfs � �• � � \8 Q100=1.34cfs_8"s s s SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR \` // / %/ram, 96.5' 18" ADS N-12 HP BASED ON THE INFILTRATION TEST RESULTS WITHIN THE , 0f \ / d/`O © 0.00% POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR KEN as 4.8' 12" ADS N-12 HP ss \ �s \ GREATER. FOR ADDITIONAL INFORMATION REFER TO THE 1.04% GEOTECHNICAL INVESTIGATION "APEX WEST SUBDIVISION" e, c �G' \ PREPARED BY ATLAS, DATED FEBRUARY 8, 2022. SGT #3 (1000 GAL) SDMH548-INCH\ a \ \c \ �P \ # ( ) \ RIM:2731.13 (NW) s � \48"0 SDMH FLAT TOP D. PROVIDE WATER-TIGHT SEALS AT PIPING \ \ \ : RIM:2734� .73 RIM:2731.20 (SE)4 \ ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, INV IN:2727.29 12" (NE) INV IN:2731.19 12" (W) 4 1� Q�Q��� SUMP:2729.19 AND MANHOLES. \ \ \ / INV OUT:2726.44 18" (SE) INV IN:2731.19 12" (SE) E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE INLET BAFFLE:2726.61 39 F OUTLET BAFFLE:2727.19\ \\ \A \ INV OUT:2731.19 12" (E) COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF / Q25=1.60cfs ACHD STORM ��C` s'' \ c / �' �� ROW OR WHERE COVER IS GREATER THAN 2 FEET THE Q100=2.24cfs DRAIN EASEMENT 5 S �s�!\ \ 56.5' 12" ADS N-12 HP STORM PIPE SHALL BE ADS N-12 HP PIPE OR Lu / / ® 0.50% APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN a 5 / \ 38 \ r30.5' 12" ADS N-12 HP LESS THAN 5-FEET OF SEPARATION BETWEEN o / 00 / 40 '� c@ 0.56% STRUCTURES. 17.2' 12" ADS N-12 HP s e G INLET #7 ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC 0.41% F. / @ \ \ ACHD SD-604A, TYPE IV RIM:2734.37 STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. \ INLET #N \ �s c SUMP:2730.12 STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC ACHD SD-604A, TYPE IV 5 INV OUT:2731.12 12" (SW) RATED LIDS UNLESS OTHERWISE SPECIFIED. C k RIM:2734.37 5 Q25=0.30cfs '( 4 .1. / C SUMP:2730.26 G. THE CONTRACTOR SHALL COMPLY WITH ALL THE ` / / c Q100\0.42cfs REQUIREMENTS FOR STORM WATER DISCHARGE HEE ' BLOCK 19 / s �e INV OUT:2731.26 0.7 cfs es INLET #8 ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES Ln S \ Q25=0.73cfs / 0 z Q100=1.02cfs � e• \ ACHD SD-604A, TYPE IV � IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP z / / 42 36 e.• \ R SITE S MP 2729 95 \\ INSPECTIONS, DOCURIM:2734.37 PLAN PREPARED OMENTATION OFR THIS SITE, RMODIFICATIONS TO THE N `` ` - ' \ / y / 16.3' 12" ADS N-12 HP / \ s INV IN:2730.95 12" (NE) SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN N ` © 0.43 / 8 THE NPDES GENERAL PERMIT. > w M P INV OUT:2730.95 12" (SW) W / INLET 6 \Q25=0.76cfs \ 1b / \ 35 ACHD SD-604A, TYPE IV / s Q100=1.05cfs \ H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN \ 43 s RIM:2734.37 16 \ ENGINEER AND ACHD. @ 0. 1% ADS N-12 HP SUMP:2730.26 a / ® 0.40% �c I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM � INV OUT:2731.26 12" (NW) � \ \Q25=0.67cfs DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN 2 / 17 s \ MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER Q100 0.94cfs 5 \\ \ PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH ACHD STORM ss 8� ` \� c SECTION 8018 OF THE ACHD DEVELOPMENT POLICY z, /"DRAIN EASEMENT �Q \ \ \ \ MANUAL AND ISPWC SD-623. \ I 1 N BLOCK 17 / �� / 18 88.6' 18" ADS N-12 HP\ 8 J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, Q 0.00% s p THE CONTRACTOR SHALL CONFORM TO THE STANDARDS / \o Q SGT #1 (1000 GAL) \ \ SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF z / ° m m re RIM:2734.76 (NE) \ \ THE ACHD STORMWATER GUIDELINES. i __ I / RIM:2734.83 SW Top 3 I Q� / 0 Q / ( ) \ s K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 i =p _ & / P, 19 INV IN:2730.91 12" (NE) \ \ AND 8200 OF THE 2017 ACHD POLICY MANUAL. �� � ,O� / Q� INV IN:2730.91 12" (W) / , 3y \ 46 32 / INV OUT:2730.06 18" (SE) / o \ INLET BAFFLE273023 e,• L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE m v e : . / s LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE II OUTLET BAFFLE:2730.81 a \ I 4' / ELEVATION PER THE INTERNATIONAL BUILDING CODE, / \ m I p �� / Q100=3.7cfs s / 0 3 � � kQ� Q100=3.30cfs �� INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN 4'• / / \ s•. REQUIREMENTS. EP Fc 4,;" REQUIREMENTS.SGT #2 (1000 GAL) / s LA �30 E ap•�� RIM:2744.76 (SW) Fc, RIM:2744.99 (NE) BL OCK 17 / 3°G\ KEYNOTES 30 ��/ \ 30 �� INV IN:2738.03 12" (SW) // // / e INV OUT:2737.18 18" (NW) // s INLET BAFFLE:2737.35 / a ` / / UTILITY MAIN/MAIN CROSSING ��E�/ OUTLET BAFFLE:2737.93 MAINTAIN VERTICAL AND HORIZONTAL \ �' ��/ Ep I 1 Q25=1.17cfs`Fp i s / ° / Q100=1.63cfs -ACHD STORM \ / / POTABLE/NON-POTABLE MAIN LINE SEPARATION �� � � / PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER � (� �� 45.0' 18" ADS N-12 HP 3 �ki DRAIN EASEMENT / s z \ I I / 22 r� NOTE 2 SHEET C1.1 FOR ADDITIONAL 30„\ \ \ 1 �� 29 @ 0.00%` a / _ / / e` / 0 // INFORMATION. O m I 105.5' 12" ADS N-12 HP / 3p•• //� / / 1. INSTALL INFILTRATION BASIN POND #1 PER SHEET C4.2. z J 30 \ \ a S @ 0.41% / /'' to 0 / 2. SB #1 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION z 00 \ s I // \FG ° APEX NORTHWEST / // A-A ON SHEET C4.2 (83'L X 18'W X 11.5'D). O \ \ W I / 3 �` ci 23 eG :� SUBDIVISION No. 5 z 30 ci Fc 3. SB #2 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION (/') w mo INLET 9 S� Fc / / C \ I # 1Z g,w �\ �3 Fp / e� B-B ON SHEET C4.2 (36'L x 15'W x 8.5'D). G \ �; ACHD SD-604A, TYPE IV 5 i F a \ oo \ \ 1 RIM:2741.57 \ 5 \\\ S / - Q N SUMP:2738.46 a a's ® Fc / 0 4. SB #3 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION W INV OUT:2738.46 12" (NE) s 5 / \ 3p Fp // 5 / \ A-A ON SHEET C4.2 (91'L x 15'W x 10'D). m 1 > / Q25=1.17cfs 3o•�Fc / / ae z Q100=1.63cfs \ a �/ 0 / 5. INSTALL GROUND WATER OBSERVATION WELL PER ACHD Z) Q \61 \ N N N 24 \ / SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION (n BED 5' FROM THE END AND OUTSIDE OF BED A Q Fc oe MINIMUM OF 50' FROM THE PERIMETER OF THE BED. _ G �Fc 6. INSTALL 15" METAL END SECTION AND TRASH RACK FOR LJ.I. LJ..I a G \ o o \� N I� /J� ci POND OUTFALL WITH 5'L x 5'W x 8"D RIPRAP (8" O \ / � �Fc ANGULAR STONE) OUTLET PROTECTION. LINE RIPRAP I.J„I / / 3p"c\Fc BOTTOM AND SIDES WITH 8 OZ NONWOVEN GEOTEXTILE \ \ 16.7' 12" ADS N-12 HP p Fc FABRIC PER ACHD REQUIREMENTS AND OVERLAP (1-FT \ I � ® 2.15% \ / ��QJ / � � \ ci F\\ MIN.). o�o \�\ 1 Q I INLET #4 26 Q� / Spa Fcc O \ \ m \ \ 1 I ACHD SD-601, TYPE I ° / P / pi \ Fc \ v I I RIM:2735.86 lb \�`r \ / \ SUMP:2731.75 \ \ SDMH M (FLA INCH) J I INV OUT:2732.75 12" W / �i' / 48"2 SDMH FLAT TOP m ( ) � x RIM:2736.26 I I a Q25=0.52cfs / 4" 1 L u O m `n Q100=0.72cfs SUMP:2730.39 1 vi I ;•e� �� � \ INV IN:2732.39 12" (W) PI 4" i "Pi 4"Pi 4" i 4"Pl \ \ INV IN:2732.39 12" (E) N I 14 / \ \ \ INV OUT:2732.39 12" (S) / a 54.5' 12" ADS N-12 HP SHAFER VIEW ESTATES % m \ m O I I ® 1.40% 16.7' 12" ADS N-12 HP 15 INLET #1 \ I SUBDIVISION \ \ \ ® 2.15% I I w ACHD _ / >� INLET #3 N I RIM 2735D.4504A, TYPE IV ACHD SD-601, TYPE I SUMP:2731.34 / RIM:2735.86 a INV OUT:2732.34 12" (S) a \ m \\ U' SUMP:2731.75 I I Q25=1.04cfs INV OUT:2732.75 12" (E) Q100=1.44cfs \\ Q25=0.72cfs I 15.7' 12" ADS N-12 HIP i / \ Q100=1.00cfs I ® 1.40% $ � ( \ I U 48.5' 12' ADS N-12 HP - - - - - - - - - - - - - - - - \ J �� - - - �/ D - - - - - - - - - - - - - ,�� \ N ® 2.12% SDMH #1 48-INCH N 48"0 SDMH FLAT TOP z \ oa SDMH #3 (48-INCH) a RIM:2735.81 -a w w \ \ „s a" a"w s"w s"w a' s"w z \ 48"0 SDMH FLAT TOP I S. HIGHMARK AVE. \ (n \ s s 5 s's s"s a s s"s s"s s"s s"s SUMP:2730.12 3 -� ,, A RIM:2736.00 I 5 s "s a"s 5 o o �o INV IN:2732.12 12" (N) ® 0 ® � E. SNAG, ST. 3 3 z m 3 SUMP:2729.1 1 1 INV IN:2732.12 12" (S) - O INV IN:2731.36 12" (E) / \ \\\ INV IN:2731.36 12" (N) 1 lf=p - - INV OUT:2732.12 12" (W) \� \ FAINV OUT:2731.11 15" (S) I 14.7' 1' ADS N-12 HP87.9' 15" ADS N-12 HP ® 1.49% \ © 1.71% N I INLET #2 I 00 O I O\ - = F` ACHD SD 604A TYPE IV /Sop �r 5 RIM:2735.45 BLOCK 11 1 a I ENGINEERING L.L o T\ \T TOp SUMP:2731.34 17 I 5725 NORTH DISCOVERY WAY \ o�a�o� \oA \ TOE o I 23 22 INV OUT:2732.34 12" (N) 19 18 W_ Z BOISE,IDAHO 83713 O ° \ \FA 4 (4 8-INCH) Q25=1.03cfs I I PHONE(208)639-6939 SDMH # ( 8 CH) Q100=1.44cfs 1 Q I kmengllp.com z I \ \ s \ 1�101 "' I R"0 .SDMH FLAT TOP N Z Z 1 qoF 6 INV: 2729.00 F 301 y I SUMP:2727.61 21 20 g DESIGN BY: LICK FA q\ dol a I INV IN:2729.61 15" (N) DRAWN BY: LICK Z \ \ 's\ - INV OUT:2729.61 15" (W) vi o \ \ \ \ - CHECKED BY: LICK Q V F \ \ \ - DATE: FEBRUARY 2025 z o \ ACHD STORM \ - ) 35.5' 15" ADS N-12 HP 1.71% I C I PROJECT: 24-164 DRAIN EASEMENT \ \ I I \\ \, \ I APEX NORTHWEST SHEET NO. J �\ ooO<Ko� �� \ \ I1 I SUBDIVISION No. 4 I 1 C4.0 W KEYNOTES ® SHEET NOTES O UTILITY MAIN MAIN CROSSING A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �Fs \rENSfNc�'y MAINTAIN VERTICAL AND HORIZONTAL NOTES. fp 0 60 120 180 POTABLE/NON-POTABLE MAIN LINE SEPARATION B. SEE SHEET C4.2 FOR STORM WATER DETAILS. PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 0 1 Plan Scale: 1" = 60' NOTE 2 SHEET C1.1 FOR ADDITIONAL C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN 686 686 219/2-5 INFORMATION. AT OR BELOW 20 FEET FROM EXISTING GROUND � `f x �� Q SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR 9 qTf \OQ 1. SB #4 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION BASED ON THE INFILTRATION TEST RESULTS WITHIN THE C OF �lv A-A ON SHEET C4.2 (741 x 13'W x 8.5'D). POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR ��/�/ C Y, GREATER. FOR ADDITIONAL INFORMATION REFER TO THE 2. SB #5 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION GEOTECHNICAL INVESTIGATION "APEX WEST SUBDIVISION" A-A ON SHEET C4.2 (971 x 13'W x 8.5'D). PREPARED BY ATLAS, DATED FEBRUARY 8, 2022. 3. SB #6 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION D. PROVIDE WATER-TIGHT SEALS AT PIPING A-A ON SHEET C4.2 (441 x 13'W x 8.5'D). ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, AND MANHOLES. 4. SB #7 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE A-A ON SHEET C4.2 (103'L x 13'W x 8.5'D . COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF ROW OR WHERE COVER IS GREATER THAN 2 FEET THE 5. INSTALL GROUND WATER OBSERVATION WELL PER ACHD STORM PIPE SHALL BE ADS N-12 HP PIPE OR 1u SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN Q BED 5' FROM THE END AND OUTSIDE OF BED A LESS THAN 5-FEET OF SEPARATION BETWEEN 0 MINIMUM OF 50' FROM THE PERIMETER OF THE BED. STRUCTURES. 6. INSTALL RIPRAP CHANNEL PER DETAIL, SHEET C4.2. F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC FLOW LINE SHALL HAVE A MINIMUM SLOPE OF 1%. STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC 7. INSTALL 15'Lx15'Wx3'D TEMPORARY POND #1 PER RATED LIDS UNLESS OTHERWISE SPECIFIED. DETAIL, SHEET C4.2. G. THE CONTRACTOR SHALL COMPLY WITH ALL THE TOB ELEV.:2725.00 REQUIREMENTS FOR STORM WATER DISCHARGE TOE ELEV.:2722.00 ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES DESIGN INFILTRATION RATE = 8 IN/HR IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP cn VOLUME REQUIRED = 420 CF PLAN PREPARED FOR THIS SITE, REGULAR SITE z INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE 0 VOLUME PROVIDED = 1,325 CF SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN N THE NPDES GENERAL PERMIT. Lu Lu 8. INSTALL 12" METAL END SECTION AND TRASH RACK. Lu ~ w H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND ACHD. I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH SECTION 8018 OF THE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, THE CONTRACTOR SHALL CONFORM TO THE STANDARDS SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF o THE ACHD STORMWATER GUIDELINES. z K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 AND 8200 OF THE 2017 ACHD POLICY MANUAL. L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE ELEVATION PER THE INTERNATIONAL BUILDING CODE, INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN REQUIREMENTS. I II II rr a m EG EG EG EG LL 8"S 81'S 81S 8"S 8"S 8'S EG EG- EG & cn cn cn cn \F \� zo, \ \ \ LLJ c \ \\ o x $� INLET #14 \ �� F G \\ � \ Q Q \ ACHD SD-601, TYPE 1 8'sFG\ BLOCK 18 moo' \\ c zJ a N RIM:2725.88 m 28.7' 12" ADS N-12 5% I O \ c \\ z o I SUMP:2721.77 r x vs�I o INV OUT:2722.77 12" (S) \G 1.05% 'o, \ \ O a i °� Q100=0.9cfs \ INLET #18 \ \ LJ..I ACHD SD-601 LETYP 16 0 \\X\s,\ INV.: 2725.10 8 Q100=0.96cfs s �"� O1° A, \ o \ z RIM:2724.34 c� OINV.: 2724.80 6 ACHD SD-604A, TYPE IV \ m 33.5' 12" ADS N-12 HP SUMP:2720.23 N / \� \ RIM:2729.33 \ c \\ \ C INV OUT:2721.23 12" (S) Q 1.85% / $s o\ \ SUMP:2725.22 �A \ o \ \ /- Q W Q25=0.81 cfs INLET ACHD STORM / \ g INV OUT:2726.22 12" (SE) 6 \ \ Q100=1.13cfs I I ; ACHD SD5 601, TYPE I DRAIN EASEMENT / O Q25=0.73cfs O \ \ c \ m 1 / - i io'PI io"Pi \ o Q100-1.01cfs \ z O 33.5' 12" ADS N-12 HP 5 RIM:2725.88 \ q, @ 1.65% N SUMP:2721.15 7p Pi \ ^ \ 30.5' 12" ADS N-12 HP \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y f u - - - - - - = -INV IN:2722.15 12" (N) - - - - - _ _ � \ 10'Pi 7\ // \ �,Js �� \\O © 0.46% 5 INV OUT.2722.15 12 (S) \ / 6 GA \ 5 INLET #19 \ c \ - - ---- ---- ---- ---- -- - - ---- ---- --- - - - - - - - - - - - - - _ � � - _ - 4 , TYPE IV 5 T _ - S Q25 0 73cfs � �o„ �. .P � ACHD SD 60 A (/) G 12"w 12"w 12"w i2"w i2"w 12"w 12"w i2"w 2"w i2"w iz"w i "w 12"w ° i 12"w-Q100=1.02cfs i2"w °/ \ F� e, \ ' RIM:2729.33 O o, �- - 4.8' 12' ADS N-12 HP �2'w \ \ FOs s� SUMP:2725.08 °� w W INLET #17� ® 1.88% E. QUARTZ CREEK ST. 'P\, w INV IN:2726.08 12" (NW) \ \ S w ACHD SD-RIM: TYPE I �? \\ °Oi �X�\ INV OUT:2726.08 12" SE \ G RIM:2724.34 5 \ 5 ( ) SUMP:2719.68 ' \ d•, Q25=0.92cfs So Y - - - - - - - - - - - - - - - - \ BLOCK s S A Q Q 100=1.28cfs INV IN:2720.68 12" (N) - cJ _ _ _ _ _ _ J � � ,2„ \ ,� Pi INV OUT:2720.68 12" S 3 \ 4"G A O 4.0' 12" ADS N-12 HP 102.5' 18" ADS N-12 HP � � O x x x x x x x x x x x� Q25=0.19cfs ACHD STORM \ F A 2 @ 0.00% \ 2 e� / �� j ® 1.00%\ \\\ \\ , V Q100=0.27cfs DRAIN EASEMENT ��'s, ° / / e�JQ / / SGT #7 (1000 GAL) \ , z 5 4.8' 12" ADS N-12 HP s R M 2SGT 7 26(450(W) AL) '�• \ / Q L 49.5' 18" ADS N-12 HP \ 'o `- / RIM:2729.74 (SW) \ O3 x 2 00 @ 0.00% \ ,( 'Oi / QQ'P / / RIM:2729.68 (NW) >, ® 1.65% I \ RIM:2726.49 (E) \ oe\// �S�P� / 4 INV IN:2726.04 12" NW s \ W \ ,FA\ INV IN:2722.06 12" (N) ) , \ O / SGT #6 (1000 GAL) coo�., , / / INV OUT:2725.19 18 (SW) RIM:2724.90 (W) \ J ��o INV OUT:2721.21 18" (E) \ \ / y� 5 / INLET BAFFLE:2725.36 F \ , RIM:2724.98 (E) \ \ INLET B F FLE: 2 21. OUTLET BAFFLE:2725.94 _ ss \ Q INV IN:2720.60 12" (N) \ \ �A\OUTLET BAFFLE:2721.96 \ Q25=1.64cfs qOF 61 \ \Q25=1.07cfs \ �\ \ �co ,\ r / Q100=2.29cfs INV OUT:2719.75 18" (E) Too\ \ �•. Q100=1.49cfs \ / 5 / \ O INLET BAFFLE:2719.92 \ \ s 108.5' 18" ADS N-12 HP a OUTLET BAFFLE:2720.50 °p T \ \\ \ \\ / ® 0.00% \ Q25=1.00cfs LL Q100=1.40cfs \ Fq �\ 5 f 2 \ o,� \ �, •J, INLET #12 IN, O \ \\ \ \ \ G� 5 ACHD SD-601, TYPE I BLOCK 19 z \ m \ A\\ FA 1 \ � '�. RIM:2734.43 O �T SUMP:2729.82 °r 3 \ r \ 79.5' 18" ADS N 12 HP � INV OUT:2730.82 12" SW O \ ( ) 3 \\ °F \\� �\ O @ 0.00% \ 9L� \ Q25=0.30cfs U ACHD STORM \ , \ 'Q100=0.42cfs \ r �- o\ DRAIN EASEMENT \ 33.5' 12" ADS N-12 HP o \ SGT #4 (1000 GAL) Q 4.00% A, \ \ FA RIM:2735.00 (SE) N \ �0 <"o RIM:2734.95 (NW) \ INLET #13 z \ ACHD SD-601 TYPE I INV IN:2729.29 12" NE \\ ( ) \ RIM.2734.43 rem Q o° INV OUT:2728.44 18" (NW) a INLET BAFFLE:2728.61 SUMP:2728.48 U \ OUTLET BAFFLE:2729.19 INV IN:2729.48 12" (NE) I ° INV OUT:2729.48 12" (SW) Y \ A \ Q25=0.82cfs Z Q100=1.14cfs Q25=0.67cfs I Q 100=0.93cfs O ENGINEERING L.L \ \ 4.8' 12" ADS N-12 HP 0 oA � 4 00% -o ♦ 5725 NORTH DISCOVERY WAY o \\ F \ \1 s O \\ \ ♦ PHOINE SE(08)639 6939 O kmengllp.com z \ o 1I �? ' ' O DESIGN BY: LCK z �N c \ o� \ ° ♦ too NEED DRAWN BY: LCK 0 1 ♦ E CHECKED BY: LCK Q \\ z\\ 1 ♦ �� DATE: FEBRUARY 2025 N ° ♦ ♦ ��E o ° o \ 1 o ui ♦ ' ` PROJECT: 24-164 pj C\A SHEET NO. c ♦ w C4. 1 a N 2 S�pNAL fN LEGEND G� ENS (DWELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER k �CE10 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 2 O 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER - - - 16860 O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- 2I9I25 0 CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS - 111=1I1=111 Q. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" i �y F Of `• _ I-III-III-11 •> '•. '•> )II-III-II Q , o: PIPE. DRILLED WELLS MAY USE 4" PIPE a �--- N C. KEN NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK A -- A e ----------------- --7 ��' ��` i--- --------- III-II 3 POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY i o�P oQP BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. TOP OF BANK USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES ELEVATION 2733.50 5 - 3 NOTES: i PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR z i STORM DRAINAGE FACILITIES i _J N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L - -- - - - - - - - - - - - - - - - - - - - J APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2732.50 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 1' FREEBOARD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW ,1 s MIN. � o w s ' N.T.S. WIDTH PER PLAN o o Q 111-III=III-III=III=1 18"�� I I-III-III=1 I I=1 I I s I I I III=1 I I=1 I I=1 I mo' 3.5' o -III-III=III=III 11=III=III=III=1 TOE ELEVATION ------------ m -III-1 I I-III-III=1 I .°` _ .-III-III-III;I I o -II�III-III IT_I-III=III-I' �\ 31 2729.00 s I-1 \\ z IID e Z U111 N = �I OUTLET j/ // // // // // // // // // //�//�//�//�//� //��///%//�\/\\\ w 6 SECTION CONCRETE COLLAR `n BAFFLE WALL c FLOV o FLO /\/\/\/\/\/\/\/\/\/\/\/\/\/ /\ /\ SEASONAL HIGH �_ N.T.S. ELEV B W� � a ELEV A /\ \ \ \ \ \ \ \ \ \ \ \ \\�� GROUNDWATER N � m a ELEV D \j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\ /\\j ELEVATION 2713.Ot WLu INLET BAFFLE WALL a BASIN BOTTOM AND SIDE SLOPES SHALL BE ELEV C CONSTRUCTED WITH 4" MIN. TOPSOIL OR 20" STD AMENDED NATIVE MATERIAL WITH TURF OR NATIVE 9 GRASS PER ACHD REQUIREMENTS SECTION A-A INFILTRATION BASIN POND NOTES: N.T.S. 1. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM. SLOPES SHALL HAVE IRRIGATED TURF GRASS AS SPECIFIED PER THE LANDSCAPE PLANS. NO IRRIGATION ON BASIN FLOOR. NO WOODY VEGETATION BELOW 100-YEAR SURFACE OR WITHIN 10' OF EMBANKMENT SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD NOTES STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL AND SPECIFIC BMP'S FOR ADDITIONAL 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY VEGETATION REQUIREMENTS. 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE AFTER CONTRIBUTING LEGEND: DRAINAGE AREA HAS SITE SEDIMENT & EROSION CONTROL MEASUREMENTS IN PLACE.. o i MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) 3. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL. TOPSOIL SHALL BE SECTION 2 LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) STOCKPILED AND USED AT FINAL GRADING TO ESTABLISH VEGETATION. s H 1-FT USE GRADE RINGS (TYPICAL) 4. FILL MATERIALS FOR EMBANKMENT SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, SC, CH, OR CL AND N.T.S. 1-FT < H <= 2-FT USE 24" DIA RCP RISER MUST HAVE AT LEAST 30% PASSING THE #200 SIEVE. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS SCARIFIED PRIOR TO PLACEMENT OF FILL. EMBANKMENT FILL SHALL MEET ISPWC CLASS C COMPACTION O EL. A > EL. B BY 0.10' MIN REQUIREMENTS. CONSIDERATION MAY BE GIVE TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF EL. D < EL. B BY 0.10' MIN DESIGNED BY A GEOTECHNICAL ENGINEER. EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 5. ALL PIPE OUTLETS TO BASINS SHALL BE UNEXPOSED AND FULLY BURIED WITH METAL END SECTION TO s WATERTIGHT SEAL PREVENT DEGRADATION OF THE PIPE FROM WEATHER. s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET 6. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. ON SIDE OF BOX 7. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE 2017 ACHD REVISION 2017 ACHD REVISION ANTICIPATED SEASONAL HIGH GROUNDWATER ELEVATION. IDAHO STANDARDS BLIC WORKS GROUNDWATER FOR PUBLIC STANDARDS WORKS GROUNDWATER ACHD STORMWATER DESIGN 2015 SAND AND GREASE TRAP STANDARD DRAWING INFILTRATION BASIN POND #1 - SECTION A-A FOR STANDARD DRAWING STANDARD DRAWING CONSTRUCTION OBSERVATION W E L L S D - 6 2 7 CONSTRUCTION OBSERVATIO N W E L L S D- 6 2 7 GUIDELINES BOO P 01 SCALE: NTS (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 NO TREES ARE ALLOWED WITHIN Z SIDEWALK PER ACHD SUPPLEMENTAL FINISHED GROUND APPROXIMATE 100-YEAR WATER O SAND AND GREASE TRAP PER q g STANDARD DRAWING SD-709. 10' OF THE OUTSIDE PERIMETER ACHD REQUIREMENTS. REFER TO �� OF THE SEEPAGE BED CURB AND GUTTER SURFACE ELEVATION: 2724.50 z J ACHD DETAIL BMP 01. NO TREES ARE ALLOWED WITHIN TOP OF BANK LOCATIONS, ELEVATIONS, SIZE, AND � PER ROADWAY PLANS. 10' OF THE OUTSIDE PERIMETER ADDITIONAL INFORMATION PER PLAN. 1 ELEV. - "A" (MIN.) i�ii, 6" FREEBOARD MIN. Z FINISHED GROUND ELEVATION 2725.00 � OF THE SEEPAGE BED � 2.5' 5 LF OF 18"0* vi �������������7������������������� ELEV. - "A" (MIN.) O _ z - - - - ADS N-12 HIP m w ��j/A�j/A�j/A�j/A�j/A V�j/ \ g � - a m ELEV. - "B" ��i�i�i�i�i i� %�% �i ELEV. - „B„ �� � � Q� � ��� �����; /VA VA /VA/VA� t/� W I SD SDI -------- --------- ,�V, S ------- --------- =wcn 3 ,: 3 '£ \/�\//\//\3 � WIDTH PER PLAN � 1 / / / / > G L - - - - J o uwi ELEV. - "C" ELEV. - „C» b b �' A��!\//////// /V/ ///V/////V//\//�A 0 \W ( V TOE ELEVATION 1 / 5 5 w w 5 5 w w / / / m * "� o o 2722.00 / / / / / / / / / / / / / / �� Z O cn } SEASONAL HIGH GROUNDWATER\\\ \�\\�\\�\\�\\�\\�\\�\\�\/\\ \\// \ _ _ _ _ _ _ Q J 18"0 PERFORATED ADS N-12 HP. Q Q / - w w ELEVATION 2705.0)f / '� N Q TRANSITION 5' IN BED NON-PERFORATED TO Ly q g _ _ _ PERFORATED PIPE LENGTH VARIES, SEE TABLE THIS SHEET `\\ \ \ \ \ \\ \ \\ \ \ \ \ PLAN VIEW W p� - SAND AND GREASE TRAP PER 2 2 BASIN BOTTOM AND SIDE SLOPES ACHD REQUIREMENTS. REFER TO ELEV. - "D" ELEV. - "D" 3.0' MIN. SHALL BE CONSTRUCTED WITH 4" W ACHD DETAIL BMP 01. WATERTIGHT CONNECTION MIN. TOPSOIL OR AMENDED NATIVE W LOCATIONS, ELEVATIONS, SIZE, AND z_ 1Q z_ 1� MATERIAL WITH TURF OR NATIVE I ADDITIONAL INFORMATION PER PLAN. 18"0 SOLID WALL ADS N-12 HP :2 - - - r - GRASS PER ACHD REQUIREMENTS Q (EXTEND 5' INTO SEEPAGE BED) ;,� WIDTH VARIES, SEE WIDTH VARIES, SEE NOTES: 18"0 PERFORATED ADS * FINISH GROUND MAX. TABLE THIS SHEET MAX. HSGW TABLE THIS SHEET N-12 HP = OR ROCCKK = OR ROCK }, 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED 18" ADS CAP ELEVATION ELEVATION WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION. O \®--- z 2 o� SLOPE---- 4 TEMPORARY POND DETAIL x � SCALE: NTS O W KEY Q 1. ISPWC 801 OR ASTM C33 FILTER SAND. KEY Q MINIMUM OF 20" 2. 3/4" - 2" ANGULAR ROCK. 1. ISPWC 801 OR ASTM C33 FILTER SAND. 3 BAFFLE SPACING 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER 2. 2" WASHED DRAIN ROCK OR 3/4' - 2" ANGULAR ROCK. 1 DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER 4" OF CHIPS PIPE BEDDING 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. A5 p0 S 00„ EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED O 6"-12" DIA. COBBLE 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. Q� 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. sty 0 GROUND WATER OBSERVATION WELL PER 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL 6. FOR SEEPAGE BEDS OUTSIDE OF PUBLIC RIGHT-OF-WAY A MINIMUM OF 5' TYP. DETAIL. EXTEND MINIMUM OF 1' BELOW WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN LANDSCAPE .0 m THE BOTTOM OF SAND LAYER PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD AREAS. h' Z O PROFILE VIEW STORMWATER DESIGN GUIDELINES SECTION 8202.23. RIP-RAP CHANNEL SCALE: NTS a PLAN AND PROFILE SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW SECTION VIEW B-B: SEEPAGE BEDS z OUTSIDE OF PUBLIC ROW (COMMON LOT 18" PIPE cn 18" PERF PIPE Z N O WQ g GENERAL NOTES U SEEPAGE BED TABLE A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS PERFORATION SCHEDULE Z 3/8" PERFORATIONS IN VALLEY Y 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR ADDITIONAL Z SEEPAGE BED SECTION BED LENGTH BED WIDTH BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) DESIGN INFILTRATION RATE INFORMATION REFER TO THE GEOTECHNICAL INVESTIGATION "APEX WEST SUBDIVISION" PREPARED BY ATLAS, DATED FEBRUARY 8, 2022. OF CORRUGATED PIPE. 5 EA ON 18". O _ (FT) (FT) (IN/HR) B. ALL DRAINAGE STRUCTURES SHALL BE HS25 OR GREATER LOAD RATED. Li- C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. E N G I N E E R I N G SB #1 (PUBLIC) A-A 83 18 11.5 2734.79 2732.08 2730.06 2720.58 2715t 7,880 8.0 D. BED WIDTH SHALL REMAIN CONSTANT. 3 5725 NORTH DISCOVERY WAY o E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY BOISE,IDAHO 83713 O SB #2 (PUBLIC) B-B 36 15 8.5 2744.69 2740.18 2737.18 2731.68 2722t 2,186 8.0 EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS o PHONE(208)639 6939 Z G REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM a SB #3 (PUBLIC) A-A 91 15 10.0 2731.23 2728.52 2726.44 2718.52 2712t 6,396 8.0 TO ACHIEVE THE REQUIRED INFILTRATION. kmengllp.com F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. SB #4 (PUBLIC) A-A 74 13 8.5 2733.70 2730.45 2728.44 2721.95 2714t 3,931 8.0 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. DESIGN BY: LCK z FORg SHALL SB #5 (PUBLIC) A-A 97 13 8.5 2726.47 2723.22 2721.21 2714.72 2708t 5,133 8.0 H COORDIINATEGWITHND THE FACHDTION INSPECTION DEPARTMENT SYSTEMS, INSTALLLFOR PNLACEMENT IC OFMARKERSOTHE MAR ERSEACHNER DURNGTHE CONSTRUCTIONFACILITY. HANDOPRIORTTOO BACKFILLING. DRAWN BY: LCK Z I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. ° SB #6 (PUBLIC) A-A 44 13 8.5 2725.01 2721.76 2719.75 2719.75 2702t 2,340 8.0 J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR CHECKED BY: LCK Q ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. DATE: FEBRUARY 2025 z G SB #7 (PUBLIC) A-A 103 13 8.5 2729.77 2727.20 2725.19 2718.70 2711t 5,462 8.0 o PROJECT: 24-164 c- SHEET NO. c SEEPAGE BED DETAIL #1 w V NTS 4. a N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. \C E N SFD 'L B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 16860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `f'� 219/25 o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9� qTF 0f \OQ� SD-507. C K�NS D. INSTALL STANDARD SERVICE MARKERS PER CITY OF S MERIDIAN STANDARD DRAWING SW3. OD E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY / / I EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 'PI 4"Pi 4"Pi I � I BASED ON STUB LOCATION. STATIONING TAKEN FROM CENTERLINE OF SEWER ALIGNMENT. vi I F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM 1u THE PROPERTY LINE TO SANITARY SEWER MAIN. S I o G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, / I N I CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND s SEWER, OR RECYCYLED WATER MAIN EASEMENT. / w CD L I KEYNOTES STA: 1+46.49 STA: 2+33.61 4 s I O UTILITY MAIN/MAIN CROSSING z INV: 2735.48 INV: 2732.73 I v s RETAIN AND PROTECT EXISTING SEWER MAINTAIN VERTICAL AND HORIZONTAL O EXISTING SSMH #1 (48-INCH) I I MAIN. REFER TO APEX NORTHWEST POTABLE/NON-POTABLE MAIN LINE SEPARATION vn L: 45.5' L: 45.5' STA: 4+39.11 OFFSET: 0.00' I SUBDIVISION N0. 5 PLANS PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER Lu \\\\\\ \ L,�N: 688140.58, E: 2456901.48 NOTE 2 SHEET C1.1 FOR ADDITIONALLu INFORMATION. SSMH #2 (48-INCH) �° / STA: 1+00.00 OFFSET: 0.00' N: 687889.15, E: 2456673.93 _ © UTILITY MAIN/SERVICE CROSSING / 1+00 8 w 2+00 a w 8 w 8 w 3+00 8 w 8 w 84w+00 8 w MAINTAIN VERTICAL AND HORIZONTAL / 1\ �JLL\ $"S 8"S POTABLE/NON-POTABLE MAIN/SERVICE OR Ar 8"S 8"S S 8"S 8 8"s . PRIME WAY � �A. 6 � SERVICE/SERVICE LINE SEPARATION PER CITY OF \ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 �\ \ �, \ N N N N � � SHEET C1.1 FOR ADDITIONAL INFORMATION. \\ STA: 1+00.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1. REMOVE WATER-TIGHT PLUG AND CONNECT TO EXISTING INV: 2737.10 I 8" BLOCK-OUT PER CITY OF MERIDIAN REQUIREMENTS. w \ L: 38.2' o 0, I z \ �, STA: 1+31.61 STA: 1+94.61 STA: 2+54.61 STA: 3+14.61 STA: 3+74.61 \ \� INV: 2735.86 INV: 2733.96 INV: 2732.07 INV: 2730.18 INV: 2728.28 \ L: 44.5' L: 44.5' L: 44.5' L: 44.5' L: 44.5' BLOCK 17 \ I \ \ I \ \ 4"Pl�---4" T'PI "PI 4"PI 4"PI 4"F TPI 4"PI 4"PI 4"PI� "PI 4"PI LA 0 ALIGNMENT "A" PLAN AND PROFILE o z N 0 50 100 150 0 5 10 15 z J Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' O Q 2755 2755 a- 0 > o z0 p - w Q 2750 r. 2750 z Iw Q 0 z N � 0Q/ - �0 00 10 w Z� N 0 w a- � 2745 o N 2745 w o� D 2 - S±N 0 > DC z In In F Z w O O EXISTING GROUND Z _ - - - � .. w Q z 2740000 w Cn Z 2740 X N \ FINISHED GROUND w 0 00 00 00 00 \ =0 oo 00 - r,� 00 00 N c0 \ \ U Lo (6 6 N 2735 \ \\ 0 r0;) N N N j 2735 N Z Z Z O �- �Q:� > > > > L j N Z Z Z Z - a L - z X O m 2730 2730 V v D 339 LL Z °f 8., 2725 p�c 2725 N A z ON i^ U Z Y z 2720 2720 O ENGINEERING L.L 3 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 O 3 I PHONE(208)639-6939 7 a EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com z ° FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2715 2715 DESIGN BY: LCK DRAWN BY: LCK 0 r7 � o ^ i ce) . C EO 0. m CO CHECKED BY: LCK Q �t � r � "� � `� � `� r- r, DATE: FEBRUARY 2025 z z N N N N N N N N N N N N N N 0 PROJECT: 24-164 c V SHEET NO. c > 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50Lu J V 5. a N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. \C E N SFD 'L B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 16860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `f'� 219/25 o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9� qTF 0f \OQ� SD-507. C K�NS D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. c� "\ 'o IN I &k E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER Q` \ c- \ I I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY / \ \ ® ® N " EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 2g \ �\ 4"P�4" 4'Pi "P� 4Pi 4-PI 4" d'�Pi 4"Pi 4"Pi 4°Pi - ••Pi 4"Pi � � I TO INSTALLATION. SERVICE LENGTH AND INVERT ARE c I I I BASED ON STUB R LOCATION. STATIONING TAKEN FROM CENTERLINE eSTA: 1+00.00 \\ \\ �� cli I I F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC INV. 2737.73 \ �\ p\ I THE PROPERTY LINESD-511 (TYPE ) OITSANITARY SEWH MINIMUM OR MIN 2% FROM 1 28 L: 77.9' \ \ \3 I o o, 0 I G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, rQ� STA: 1+00.00 \ BLOCK 17 p CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP a INV: 2737.32 _ \ \ L, I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND e L: 70.8' 300 \ 31 32 33 34 35 36 37 u I I SEWER, OR RECYCYLED WATER MAIN EASEMENT. 4 0 e DK STA: 2+95.37 STA: 3+58.25 STA: 4+25.87 STA: 4+85.87 STA: 5+45.87 STA: 6+05.87 STA: 6+65.87 LLi INV: 2740.97 INV: 2739.17 INV: 2737.24 INV: 2735.53 INV: 2733.81 INV: 2732.10 INV: 2730.57 C L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' I KEYNOTES UTILITY MAIN A, STA: 1+00.00 0 \ LEXISTING SSMH #3 (48-INCH)O1 /MAIN CROSSING z LA +38.87 OFFSET: 0.00' _ MAINTAIN VERTICAL AND HORIZONTAL O INV: 2737.77 008020.49, E: 2457218.98 POTABLE/NON-POTABLE MAIN LINE SEPARATION vnL: 62.9' \ 8 \ w w N rn rn rn rn `� - = - - - - - - Lu c� PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 11J A, SSMH 6 48-INCH 8S W $W $W 8 W $W $W $ $.. e"w 8"W 8"W 8 $"W NOTE 2 SHEET C1.1 FOR ADDITIONAL w # ( ) \ d 9 ' INFORMATION. 2+00 \ +00 180 4+ 0 S. HEYDAY PL. 5+00 6+0 7 00 °' STA: 1+00.00 OFFSET: 0.00' N: 687580.98, E: 2456768.86 8' -�8"S 8"S "S 8"S 8"S 8"S 8"S "s s s'� -I a' p UTILITY MAIN/SERVICE CROSSING R> 2 MAINTAIN VERTICAL AND HORIZONTAL _ - POTABLE/NON-POTABLE MAIN/SERVICE OR \ STA: 1+08.00 - - - =SSMH4' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SERVICE/SERVICE LINE SEPARATION PER CITY OF INV: 2738.26 STA: 1+60.09 - RETAIN AND PROTECT EXISTING SEWER MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 L: 59.4' INV: 2739.28 48-INCH) MAIN. REFER TO APEX NORTHWEST o STA: 3+38.87 OFFSET: 0.00' SHEET C1.1 FOR ADDITIONAL INFORMATION. � L: 35.5' ® SUBDIVISION N0. 5 PLANS 26 STA: 1+95.60 N: 687723.91, E: 2456950.58 STA: 3+64.25 STA: 4+31.87 STA: 4+91.87 STA: 5+51.87 STA: 6+1 1.87 STA: 6+71.87 1 1 INV: 2740.46 \ \ INV: 2739.00 INV: 2737.07 INV: 2735.35 INV: 2733.64 INV: 2731.93 INV: 2730.47 75' WILLIAMS 1. REMOVE WATER-TIGHT PLUG AND CONNECT TO EXISTING L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' °° 8" BLOCK-OUT PER CITY OF MERIDIAN REQUIREMENTS. RA SSMH #5 (48-INCH) \ \ PIPELINE EASEMENT I o STA: 1+74.22 OFFSET: 0.00' \ \ 2. RETAIN AND PROTECT EXISTING 16" STEEL CASING z N: 687601.82, E: 2456840.09 \ �,\ 22 21 20 19 18 17 16 C I I INSTALLED WITH THE MCBIRNEY LATERAL PROJECT. 23 BLOCK 17 N 0 \ \ cli \ \ P 4"PI 4"PI�4" 7•'PI 4"PI 4"PI 4"P� 4•'PI L £ 4•P �� _ I I 4"PI A 00 4"PI 4'1 "PI 4"PI 0 I \\ c 00 , APEX NORTHWEST Ln SUBDIVISION No. 5 ALIGNMENT " 6" PLAN AND PROFILE o z N 0 50 100 150 0 5 10 15 mmmF_ z z J Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' O Q LL 2755 2755 a- 0 z > o zo Z W Qo v= O �. m v1 - 00 =o .. 2750 Q W Q 2750 o d Z o 00 00 z 9 00 N I U N (/� \ J ZCL O CO �N� 00 Q OO _ Z NN rN I� � � 0 00 00 � N 00- M _ 4 �, W cp (C) � mNZO 0C� N :� > >Cn + �0o Z Z ZzU)FE2745 2N co 2745 = _ wLu� U (nH� > _ - Z (n N O_ Z 00 W W Z W Z EXISTING GROUND oo - - - - - _ _ i . . . CO 00 CO 00 z a FINISHED GROUND =o `�° Lu 2740 00 00 00 00 2740 x N \ \ �bq 00 o0 o0 oo N W CDM N N N D \ HI+NZZZ Q� \ > > > > w u)Ft Z Z Z Z 2735 2735 74. of 8" PVC 0 2.69% _ z x I O 2730 2 0 2730 164.7' of 8' PVC 0 0.40% m N 4000, Of 0 8 PV (� 2725 ° 3. 2725 z ON i^ U Z Y z 2720 2720 O I ENGINEERING L.L 3 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 O 3 PHONE(208)639-6939 7 a EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com z ° FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2715 2715 DESIGN BY: LCK a DRAWN BY: LCK 0) V) (D 00 N 00 N OM CO N0 00 N N 00 M O) NN 00 N 00 Co r- O N N 7 O CHECKED BY: LCK Q N N of0 c0 )N u z M M M M r N N N DATE: FEBRUARY 2025 N N N 0 N 0 N N N N N N N N N N � N N � N � N N oN N N N N N N N N N N N PROJECT: 24-164 �c V SHEET NO. c > 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 J V a W 5. 1 oc N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. \C E N SFD 'L B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 16860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `f'� 219/25 o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9� qTF 0f \OQ� SD-507. C K�NS D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. \ E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER fQ\ \ N \ \2_4 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY WI I EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR \ Im vi I TO INSTALLATION. SERVICE LENGTH AND INVERT ARE / \ -o I� � I FUTURE APEX BASED ON STUB LOCATION. STATIONING TAKEN FROM uj I / �" N 1 _ _ I ��'� I NORTHWEST I CENTERLINE OF SEWER ALIGNMENT. Q I / N SUBDIVISION F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC f I m ,� SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM 1 4"Pi a"Pi a'RI "Pi�a"Pi a"Pi a"Pi e o �" THE PROPERTY LINE TO SANITARY SEWER MAIN. ® / s I L _ - - 5 m o G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, O EXISTING SSCO #8 / ��' _ = io CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP Ln ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND vi N I a STA: 3+60.52 OFFSET: 0.00' / I SEWER, OR RECYCYLED WATER MAIN EASEMENT. BLOCK 17 N: 687265.81, E: 2456895.71 w 15 14 13 12 11 / � �� / \ I BLOCK 20 I Cp I � I BLOCK 18 KEYNOTES 9 N I a STA: 1+00.00 STA: 1+52.34 STA: 2+16.84 STA: 2+85.82 / " s I O, s ,y 00 I O O I INV: 2731.53 INV: 2732.45 INV: 2733.35 INV: 2734.32 / a° q N / I 2 EXISTING SSMH #12 (48-INCH) I a cn O UTILITY MAIN/MAIN CROSSING z L: 53.3' L: 51.5' L: 51.5' L: 51.5' \ / I STA: 1+91.32 OFFSET: 0.00' -N I MAINTAIN VERTICAL AND HORIZONTAL O / \ I N: 688314.01, E: 2456568.59 LLi I POTABLE/NON-POTABLE MAIN LINE SEPARATION N ^� i0"Pi 0"Pi 10"Pi i I RETAIN AND PROTECT EXISTING SEWER PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j - - - - - - \ MAIN REFER TO APEX NORTHWEST NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu n N a y y w „W ® \ .SUBDIVISION NO. 5 PLANS INFORMATION. 4+()o BLOCK 14 a"w 8"w i a"w a"w a"w 8"s EXISTING SSMH #7 (48-INCH) 166' a STA: 4+33.50 OFFSET: 0.00' a"w a"w $"w s"w �° © UTILITY MAIN/SERVICE CROSSING O 12"sD 1 00 2+00 3+00 �3 s N: 687280.32, E: 2456967.24 : 1 �0 A' e„ \ MAINTAIN VERTICAL AND HORIZONTAL II I .. $.. $..S 8"El w \ \ I SSMH #O SET: INCH) POTABLE/NON-POTABLE MAIN/SERVICE OR S. HIGHMARK AVE. � � � STA: 1+00.00 OFFSET: 0.00' 115 N. STARPEAK AVE. 166 SERVICE/SERVICE LINE SEPARATION PER CITY OF SSMH 10 48-INCH _'^ _ \ / N. 688254.67, E: 2456499.17 S \ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 s Fo �o° INV: 2726.50 STA: 1+00.00 OFFSET: 0.00'- - - - - - - - - - - - - - - - - - - \ - vy SHEET C1.1 FOR ADDITIONAL INFORMATION. \ FA L: 30.2' N: 687260.09, E: 2456635.88 - _ - \ \ \ - - � L - - - - - - - - - - - � \ �' }� \ 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER \ � MAIN PER CITY OF MERIDIAN REQUIREMENTS. - -3 STA: 1+00.00 STA. 1+58.34 STA: 2+22.84 STA: 2+77.90 STA: 3+33.93 - - $O \ o INV: 2731.61 INV: 2732.54 INV: 2733.44 INV: 2734.21 INV: 2735.00 _ _ STA: 1+00.00 \ 2. REMOVE WATER-TIGHT PLUG AND CONNECT TO EXISTING z \ \ Fo \\ I _ _ L: 39.3' L: 38.5' L: 38.5' L: 38.5' L: 41.0' INV: 2728.06 \ s \ 8" BLOCK-OUT PER CITY OF MERIDIAN REQUIREMENTS. lop ®I I O s lop �oE o I 23 22 21 20 19 18 17 a I \ APEX NORTHWEST � \\ \ \ °o m I I BLOCK 11 SUBDIVISION NO. 5 N I I N m BLOCK 19 w \ \ \ \ I - \ \ .�o I SSMH #9 (48 INCH) � I m oA o \o \ FA s\ �` 301 I STA: 3+25.93 OFFSET: 0.00' N 9 p s \ \\ q\ do�� dol I I OD N: 687258.93, E: 2456861.81 I O \ I I m \ s PI 4 PI I v 2 p ��\ \�\\ \\\\\ I IF N APEX NORTHWEST ! I I li \ O SUBDIVISION No. 4 ALIGNMENT " C" PLAN AND PROFILE ALIGNMENT " D" PLAN AND PROFILE o z N 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 zZ ww J J Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' O Q u- u- 00 2760 2760 2745 2745 > o zoo p - W z z a a z °� z z z 2755 2755 2740 =o v Z �^ 2740 Q ; Q 00� � �cfl O Npo z � ' ^ - vI U o� �� 00� _ W W o- - �ONr N 20 I, r, � 2750 -� 2750 2735 + Z ? u r- o o 2735 2 z z _ =�N - o cn .� N = - W W Z� r- n� Z Z W N NZ NZ O ^O ^` I ,Q > > > W � v � LL Vz V O _v^ W( zO 00 � Z �o _0 � 't 2745 2730 27302745 O r N gao V) 00 N OD 0 z �. 00 M LO U 0 NNNN r­ W =o cn z" o'r� N N LO O N N N IN FINISHED GROUND .�.�c 0) N O N Z D ZO _ NON C�O� H �ItNZZZ O 't It +r z +r � .. .. EXISTING GROUND Q I W ''o FINISHED GROUND =r0 N Z o �A N o x H� > > > > 000 co m .. .. N Q W cn o' z z z Z It 00 (D I (/)�� > > Xt-� > 2740 O co N N EXISTING GROUND � Z Z W h Z 2740 2725 2725 N O _±N Z z O (nH� > > >aw, _ NNE Z z Z z X 2735 2735 2720 2720 N N a U 1 97.3. D o a f 8„ o VC 2730 2730 2715 2715 9 z N O O 225.9' of 8" PVC ® 0.6 Z Y z 2725 2725 2710 2710 O LA u ENGINEERING L.L 3 4.6' of 8" PVC ® 0.43% 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 O 73.0' of 8" PV ® 0.42% 3 PHONE(208)639-6939 7 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmen II com z FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT g p' 2720 F2720 2705 2705 DESIGN BY: LCK 1 a DRAWN BY: LCK Z r 00 00 (O r- r- r r- O r p) O N M o (0 LO Op 00 Qi i 0 N N 0 CHECKED BY: LCK Q 7 M M M 00 M M M M M r7 Z N 00 DATE: FEBRUARY 2025 z N N N N N N N N N N N N N N N N - O PROJECT: 24-164 c V SHEET NO. c > 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+50 1+00 1+50 2+00 2+50 J V 5 w . a N 2 61-8" 45° ELBOW SHEET NOTES N: 688216.80, E: 2456955.61AL / BLOCK18 G\ \\ A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �kSS\O�ENfNc�'t' 70 LF 8" PVC \ \ FD B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL S 1-8" 45° ELBOW 0 60 120 180 CHANGES OF DIRECTION PER CITY OF MERIDIAN 1 // N: 688220.19, E: 2457023.65 REQUIREMENTS. 6860 Plan Scale: 1" = 60' 2/9/25 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN 5 8"s s STANDARD DRAWING SW3. � \ s \ \\ 1-FIRE HYDRANT ASSEMBLY 5 ��9TF 0f 1-8" X 8" X 6" TEE O / \ \ D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF y��/\/ C Y( 1-6 GATE VALVE COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4 55 LF *, PVC F'\ / �� �� �� \ :9,, \ �,�' w 10 LF 6" PVC OF COVER. \ 2!� 1-FIRE HYDRANT ASSEMBLYO ly �` h < z C c NN: 688075.84, E: 2457183.15 \ �P e„ 1-8" X 8" X 6" TEE \ \ / E. INSTALL WATER VALVE BOX AND LID PER CITY OF \\ s 1-6" GATE VALVE \� �/ 1- 2" BLOW-OFF ASSEMBLY FOR O6 MERIDIAN STANDARD DRAWING W1 1. 10 LF 6" PVC \ \ c \ FUTURE WATER MAIN EXTENSION N: 688176.88, E: 2456919.49 2 \ \\� , N: 688133.84, E: 2457298.64 F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, �s / s G CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND BLOCK 19 u' / 2 39 \ 8 � c 7 / �/ REFER TO SHEET C6.2 FOR WILLIAMS SEWER, OR RECYCYLED WATER MAIN EASEMENT. PIPELINE CROSSING PROFILE. O / / 30 LF 8" PVC \ 8s ! LC, / / 1-8" TEE Q� \\ INN, F�� / �i\ l Vg-�-)- / Q 5 JG / 2-8" GATE VALVE \ \ \ % \ �F�p 0,�, / / Q / N: 688156.12, E: 2456900.70� \ as s•i 8 \�9S 'LiF• FUTURE APEX CIVIL ACRONYMS 120 LF 8" PVC \\F'LiF�O� \ NORTHWEST STA: - ROAD STATION 2 45 LF 8" PVC , \ 1 8' CROSS T 4' SUBDIVISION MJ - MECHANICAL JOINT 3-8" GATE VALVE FLG - FLANGE N: 688044.50, E: 2457217.78 N: - NORTHING �( C61 �, \ E: EASTING . / Ib< L - STATION OFFSET LEFT ` \ O7 2 / s �e / / as BLOCK 10 c \ R - STATION OFFSET RIGHT E� HEE SO 5 1 FIRE HYDRANT ASSEMBLY 2 0 s REMOVE 2" BLOWOFF ASSEMBLY N 1-8" X 8" X 6" TEE 42 36 �QS 37 \� AND GATE VALVE, AND CONNECT z 1 ` 0 \ � S KEYNOTES # ` ``vE ' � W NT 1-6" GATE VALVE / O / \ es�� \ TO EXISTING WATER MAIN O O GN ` z� 10 LF 6" PVC d'. d,, N: 687946.87, E: 2457325.66 N MPwo ! IRE HYDRANT ASSEMBLY \ 2 N: 687966.68, E: 2456729.26 / 2 kQ� // \OL�L \\ O UTILITY MAIN/MAIN CROSSING W �_ ' O 1-12" X 12" X 6" TEE I < I / 4� �� 35 \s \\\ MAINTAIN VERTICAL AND HORIZONTAL ' 1-6" GATE VALVE O \ / 43 O / s 16 \ \ \ POTABLE/NON POTABLE MAIN LINE SEPARATION 10 LF 12" PVC / \ o PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 10 LF 6" PVC 1 1� / G 2 \ NOTE 2 SHEET C1.1 FOR ADDITIONAL ' N: 687935.23, E: 2456559.50 35 LF 8" PVC �� '� a / QJ / / 8 \ \ INFORMATION. 17 s \ f 1-12" 1 1.25' ELBOW 90 LF 8" PVC \ \ N: 687925.02, E: 2456561.48 $"W m 44 Q. / s 0 / �, \ p UTILITY MAIN/SERVICE CROSSING \ o o \ N 20 LF 12" PVC 5 y0 \\ as G \ MAINTAIN VERTICAL AND HORIZONTAL 1-12" X 12" X 8" TEE I / ,� POTABLE/NON-POTABLE MAIN/SERVICE OR \ I I 1-12" GATE VALVE 1-8" 22.5° ELBOW BLOCK 17 �� / 18 \\ \\ \ SERVICE/SERVICE LINE SEPARATION PER CITY OF \ 1-8" GATE VALVE - - - N: 687915.52, E: 2456682.96, / O \ e, 8 \� MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 o I O N: 687903.14, E: 2456561.37 I 2 45 33 / s w \ o / \ s \ \ SHEET C1.1 FOR ADDITIONAL INFORMATION. 1-8" 22.5° ELBOW / \ 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" TOP / I vq -- I I N: 687902.70, E: 2456651.58 Q` / Q�'' / \ eS METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN & 32 / QJ 19 \ \ STANDARD DRAWINGS W1, W2, AND W6 1-FIRE HYDRANT ASSEMBLY / s ,S\ .Z�' 0 / (b 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" 0 \ N 10 I Q. 1-8" X 8" X 6" TEE 'o' / as \ METERS AND 3/4" METER SETTERS PER CITY OF I m I I 4,p� 1-6" GATE VALVE / 8 MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. I 30 Ii - FG � � 10 LF 6" PVC 20 Q / s lb I I 30" �� 4. �\ N: 687776.46, E: 2456975.21 / b / ° / e r \ ss 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE P I F ea \ e� / AND NON-POTABLE MAINS. 4.. E „ / 2 C BLOCK 17 Q� / 0 / 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE 3o G\ _��� Epp 3p•�/ \Fc / JG / / e WATER MAINS AND SEEPAGE BEDS. � F� 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD to G / F / DRAWINGS W8 AND W9. 3G„G\\ N q\ ��Ep�j �. I ��� ��' / I CAN �� \ 30 G/FG 30 \ 1 / 11, / / 6. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN R>\ m�Q \ 3p,�G F �/ / / s STANDARD DRAWINGS DETAIL W13. L.L' 30„ 9 Q 1-8" 11.25' ELBOW � 9 � / ^ems / � e � // 7. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM O 1 �,9 1-8" 22.25° ELBOW, / / / N CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN 29 N: 687616.79, E: 2456830.71 - / 30, / \ STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' z S \ \ \ mo O 2 I I / 0 / WIDE. z z \ q \ \ s w� I 25 LF 8" PVC / \ �� 30o/ 23 F� APEX NORTHWEST / // 8. INSTALL 8" PVC WATER MAIN AND 75 LF OF 16" STEEL O Q 1 eo �� SUBDIVISION No. 5 CASING PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST \ \ \ v I I 2 2so 3p•0/ Fc� / �� EDITION. SEE PROFILE ON SHEET C6.1. 5 1-FIRE HYDRANT ASSEMBLY / \ \ 3 / e 9. RETAIN AND PROTECT EXISTING 16" STEEL CASING q �" 1-8" X 6" REDUCER S vG P 5 � FG s \ 1-FIRE HYDRANT ASSEMBLY �2 $ 8' P \\Fc / 0 / INSTALLED WITH THE MCBIRNEY LATERAL PROJECT. - 0 z \ \ \ I 1-6" GATE VALVE $g LF a'S / 3p.. F \ / 5 INSTALL 8" WATER MAIN IN STEEL CASING PER CITY OF Q - W \ \ 1-12" X 12" X 6" TEE I ci c m m 15 LF 6" PVC 5 2 \ \\ F \ / \ MERIDIAN STANDARD DRAWING No. SW2. CONTRACTOR m C 1-6" GATE VALVE s 2 � G / z c \ N: 687601.27, E: 2456723.20 3p••FG� / e SHALL LOCATE AND VERIFY CASING ELEVATIONS PRIOR TO / \ \ 10 LF 6" PVC \ � CONSTRUCTION AND NOTIFY ENGINEER OF ANY DESIGN � LLJ N: 687564.69, E: 2456559.66 I° / \ a m o �+ N CONFLICTS. q q w I\ \ \ m BLOCK 14 I I 1-8" 11.25° ELBOW \> / \4 // 30�/ Q/, Q 10. RETAIN AND PROTECT EXISTING 24" STEEL CASING _ \ \ 1-8" 22.25° ELBOW or_ - FG INSTALLED WITH THE MCBIRNEY LATERAL PROJECT. (� \ \ \ O I I N: 687592.41, E: 2456747.38 ®®® R FG INSTALL 12" WATER MAIN IN STEEL CASING PER CITY OF LLI \ o o \ I I- 2 / 3p�/ FG MERIDIAN STANDARD DRAWING No. SW2. CONTRACTOR W SHALL LOCATE AND VERIFY CASING ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DESIGN = _ �==p= / / \ FG CONFLICTS. \ ' °ci c >IQ � W 0 ' FG O3p\ N I j I / 0�\�� \ \ \ I co \ o \ / "PI 4"PIom �' �0 'PI \ I W \ \ N n \ \ \ v I N J 4"PI�4" I 4"PI 4"PI�4" I�4"PI \ 00r I / \ \ o o \ \ I N I- 30 LF 8" PVC / e, SHAFER VIEW ESTATES \ m \ m 2 I I s \ SUBDIVISION I \ I 15 14 13 12 REMOVE 2" BLOWOFF ASSEMBLY \ \ /_ 1-FIRE HYDRANT ASSEMBLY I_ AND GATE VALVE, AND CONNECT I o 0 0 \ �, 1-8" X 8" X 6" TEE a TO EXISTING WATER MAIN / �iy \ z �o m 01 v I � 1-8" 1 1.25' ELBOW O a \ \\ l ,n 1-6" GATE VALVE I N: 687281.20, E: 2456890.80 5 S \ X \ 10 LF 6" PVC r I N: 687275.92, E: 2456863.52 \ / \ \ \ \ N: 687276.98, E: 2456656.79 I \ / \ oo\o \ 1-12" X 12" X 8" TEE I IT_2\� "� 2 - ( o / e / \ q�"m � mv� 1-12" GATE VALVE I - - - - - - - - - - - - - - \ ` - - - - - - - - - - - - f\ \ `4) 1-8" GATE VALVE y Ln N � e„w I N InIn o \ \\ N: 687277.49, E: 2456558.30 I "w 8"'.. "W \ „s � \ 8" s"W s"w s"w 8" 8'W 100 LF 8" PVC 205 LF 8" PVC s \ 5 s"s -s"s s s s"s s"s a"s a"s Z \ \ q \ I i2'sD� S. HIGHMARK AVE. N FS 5 s s"s a" "s a"s 5 I ® ® � E. SNAG. ST. 3 z o` ° 3 m o - - \ \ \ Fq a � 2 I - - - - - - - - - - - - - U z \ \ FAs \ I 2 2 I I Y Oq O O16 \ p. \ \ 0r I 0 I F > /1op � BLOCK II I a I ENGINEERING L.L o >\ �'A 1 'A\ lop cv o 18 17 W 5725 NORTH DISCOVERY WAY g\ oaA oo\ \oq \\ WE 8 I I 23 22 21 20 19 O Z BOISE,IDAHO 83713 O a \ \FA J I I PHONE(208)639 6939 3 \ \ \ <%- - \ ( 8 I a a kmengllp.com z all\ \� \\ \ 301� I I g DESIGN BY: LCK \FA\\dol a I I I DRAWN BY: LCK I U 0 � f \ \ \ - vi CHECKED BY: LCK 7 \ \ N - DATE: FEBRUARY 2025 \ \: 1 I REMOVE 2" BLOWOFF ASSEMBLY Z . Z \ oqo� o� \oq \ _ AND GATE VALVE, AND CONNECT I cl I PROJECT: 24-164 o \ \ I TO EXISTING WATER MAIN I �` \\ \\ \\ � - I -It N: 687131.99, E: 2456557.58 I SHEET NO. J \ \ I a \ ' 0 \\ APEX NORTHWEST I I W00 SUBDIVISION No. C6•0 ;s \ I I I SHEET NOTES KEYNOTES AL A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. SS\AN fNc� 0 UTILITY MAIN/MAIN CROSSING ENSF 'y B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL MAINTAIN VERTICAL AND HORIZONTAL 0 60 120 180 CHANGES OF DIRECTION PER CITY OF MERIDIAN POTABLE/NON-POTABLE MAIN LINE SEPARATION REQUIREMENTS. PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 0 1 Plan Scale: 1" = 60' NOTE 2 SHEET C1.1 FOR ADDITIONAL 686 686 219/25 0 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN INFORMATION. J'> STANDARD DRAWING SW3. y� 9TF 0f �QPIv D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF © UTILITY MAIN/SERVICE CROSSING y�//� C Y, COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' MAINTAIN VERTICAL AND HORIZONTAL OF COVER. POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 MERIDIAN STANDARD DRAWING W11. SHEET C1.1 FOR ADDITIONAL INFORMATION. F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND STANDARD DRAWINGS W1, W2, AND W6 SEWER, OR RECYCYLED WATER MAIN EASEMENT. 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" METERS AND 3/4" METER SETTERS PER CITY OF Lu MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. Q 0 CIVIL ACRONYMS 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE AND NON-POTABLE MAINS. STA: - ROAD STATION MJ - MECHANICAL JOINT 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE FLG - FLANGE WATER MAINS AND SEEPAGE BEDS. N: - NORTHING E: - EASTING 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD L - STATION OFFSET LEFT DRAWINGS W8 AND W9. R - STATION OFFSET RIGHT 6. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWINGS DETAIL W13. N Z 7. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM 0 CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN N 2 STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' w Lu WIDE. aC - 8. INSTALL 30' LONG, 24" STEEL CASING (MIN.) FOR 12" WATER MAIN PER CITY OF MERIDIAN STANDARD DRAWINGS SW1 AND SW2. 10' MIN. EACH SIDE OF GRAVITY IRRIGATION PIPE. 3' MIN. VERTICAL SEPARATION FROM THE LOWEST POINT OF THE GRAVITY IRRIGATION PIPE TO THE TOP OF THE CASING. 0 z xiEG EG EG EG EG Ed \ \ G - - EG - EG - - EG - - EG- - EG - - E x F \ / � En � �I / `\F �� y 1- 2" BLOW-OFF ASSEMBLY FOR O6 / - - - - - - - - - - FG� FUTURE WATER MAIN EXTENSION � a" o m G" s x N: 688420.74, E: 2456491.82 / a ml 8p o x � � �� FUTURE APEX \ s FG\ \ 8o NORTHWEST \ \F° \ 1- TEE 8" \ \ c III x i 1 SUBDIVISION I 8s �\ 2-8" GATE VALVE o.. \ 20' CITY OF MERIDIAN \\ \ \ N: 688329.53, E: 2456569.80 \ \ WATER EASEMENT 1- 2" BLOW-OFF ASSEMBLY FOR O6 FUTURE WATER MAIN EXTENSION \ \ 1-8" 22.5' ELBOW \ 7 f N: 688429.27, E: 2455912.72 7 N. 688337.51, E. 2456579.14 6 'o \ c \ REMOVE 2" BLOWOFF ASSEMBLY I O \ 1-12" 1 1.25° ELBOW \ (,/) _AND GATE VALVE, AND CONNECT 3 60 LF 12" PVC / 1-8" 1 1.25' ELBOW \ o z N: 688370.98, E: 2456181.60/ ^ �P 5 , - - - - - - TO EXISTING WATER MAIN - - - 1 I 10 PI io"PI 1o'PI 10 PI � / // �O o Og 1-8" 22.25' ELBOW \ z N: 688370.60, E: 2455700.20 1-12" TEE 1o"p/ N: 688356.42, E: 2456632.40 .10. \ c \ z Q " 1-12" 22.5° ELBOW i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2-12" GATE VALVE - - - - - - - oo P� pF c��� 8 ��o \ O 2 70 LF 8" PVC A \ c O J 0 8 N: 688370.77, E: 2455912.77 - - - _ N: 688349.16, E: 2456259.12 �� \ \ m AD. i � GA �T c •. \ N1-: 86"8 82 323.58°.5E9L,BEO W -W-- ---- ---- ---- --- - - - -- ---- - - - - - ro 245669907- -- - 2 12"W 12W 12"W 12"W 12"W 12"W 2W 12W 12W 12W12"W 12"W �- T - - \ 215 LF 12" PVC: s 130 LF 12" PVC 140 LF 12" PVC 80 CF �2 w \ \\ �(\ E. QUARTZ CREEK ST. 12" \ �oA 1-12" 1 1.25° ELBOW F \ Q - W p VC 9S \ r\ N: 688290.82, E: 2456333.19 \ ��' \ 2 \ m z . . \ Lu x x x x x x x x x x x x � \� I \\FA Fo 1-FIRE HYDRANT ASSEMBLY 1-12" X 12" X 6" TEE 2 \ 1-6" GATE VALVE ° Q� / / \ 3 , Lu \ 10 LF 6" PVC \\ ds , Q\�/ G /Q' / 55 LF 8" PVC \ ^D a ��`� W \ N: 688370.87, E: 2456043.16 \ ��,1� 10 LF 8" PVC / 2 \ \ \ W \ A 7\ O \ Too\\ \ 501-FIRE HYDRANT ASSEMBLY\\ , / \ e" Z Q T 1-12" X 12" X 6" TEE 1-6" GATE VALVE \ •� \ x T �\ "10 LF 6 PVC 1 W BLOCK 19 2 \\ roF \ \ \ N: 688225.20, E: 2456389.28 \ "12 PVC LF 40 \ Q T FA \ �° R �"�/ 3 \ o\ \ \\ \ O O 1-12" X 12" X 8' TEE \\ \ BLOCK 14 1-12" GATE VALVE \ \ \ \ FA 1-8" GATE VALVE \ �/ \ 1-12" 1 1.25° ELBOW \ r \ °O FA 9 N: 688196.32, E: 2456413.98 \ \ \ A N: 688114.66, E: 2456483.79 \ \\ 105 75 LF 12" PVC' z LF 12 PVCO j q 1-12" 1 1.25' ELBOW N: 688055.25, E: 2456526.11 N \ \ \\ \ ® LF 12" PVC , D Z \ F \ss FAa� A \ 'a \ 1-12" 11.25° ELBOW g so V / \ \ s N: 688015.71, E: 2456543.90 \ z \ \0� � � so S\A LL SSE` ENGINEERING 5725 NORTH DISCOVERY WAY \ oo \ N ' HOISE, 208)6DAHO 9-693 O 3 \ o \ n OA PHONE(208)639 6939 m M z \ kmengllp.com a '\ DESIGN BY: LCK DRAWN BY: LCK or- o CHECKED BY: LCK Q V F DATE: FEBRUARY 2025 z o PROJECT: 24-164 �c SHEET NO. c > J W C6. 1 a N 2 SHEET NOTES AL A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �CFSS\oCENS 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 `f'� 219/25 o Q STANDARD DRAWING SW3. y� qTF 0f \OQ� Iv D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF y��/�/ C Y, COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF COVER. E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. Lu 0 N Z O Ln 2760 2760 > 2 W ac — 2750 2750 2740 STA.=1+25.50 2740 °z 75' WILLIAMS FINISHED GROUND PIPELINE EASEMENT I STA.=2+00.50 INSTALL 8" PVC WATER MAIN AND 75 LF OF 16" STEEL CASING I EXISTING GROUND PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST EDITION. I N N N 1-8" 45° ELBOW I O O I INSTALL 2" BLOWOFF ASSEMBLY I _ PER CITY OF MERIDIAN STANDARD 2720 — — — — — - - - - - - - - - - -- — — — — - - - - - - - - - - -- — — — — 1-8" 45' ELBOW DRAWINGS DETAIL W13 2720 Z 1-8" 45° ELBOW I o I 1-8" 45' ELBOW I Q Ld N I 0 2 710 I Z I 2 710 z c/) I N I z z I Q p z EXISTING GROUND CENTERLINE OF WATER PIPE ALIGNMENT Ln 2700 FINISH GROUND CENTERLINE OF WATER PIPE ALIGNMENT I 2700 ~ cn > o z0 Or- u 7 rn ap (D N 7 0) co r- t0 I..I..I U M M N N N N N N W M r7 �`� r7 r7 M r7 r� M r� r 7 f+) r) N N N N N N N N N N N N N N N N ' ^ > Lu J 0 0 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 W uj WILLIAMS PIPELINE - WATER CROSSING PROFILE w 0 10 20 30 0 z Q Profile Horizontal/Vertical Scale: 1" = 10' x W Q z X 0 N N M U D a 0 0 v) V N Z O N 0 lam U z Y 0 ENGINEERING ILL 3 5725 NORTH DISCOVERY WAY 0 a PHOINE SE(08)639-6939 0 a kmengllp.com z DESIGN BY: LCK DRAWN BY: LCK Or- 0 CHECKED BY: LCK Q V F DATE: FEBRUARY 2025 z 0 PROJECT: 24-164 �c SHEET NO. c > Lu 7 ti a N 2 1-10" 11.25' ELBOW / SHEET NOTES N: 688316.77, E: 2456922.14\\ pNAL OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM , \ \� \\ A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. �F`'S\\pENSF10 \ / B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. 50 LF 10" PVC \ O \ / 0 60 120 180 60 C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD 16860 70 LF 10" PVC 1-10" 22.5° ELBOW Plan Scale: 1" = ' CROSSINGS. IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH BOISE-KUNA. N: 688251.50, E: 2457022.58 ,n 2/9/25 0 BLOCK 18 - - - \ `c \� D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS C, 9TF OF \OQ IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. \ O / 3 0 \ \ THE LARGEST DIAMETER PIPE COMING INTO THE FITTING NSA \ / � \ \ \ OR VALVE. �(C• \ 1-10" 22.5° ELBOW 8"w \ �� \ / / E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL \N. 688268.19, E: 2456975.82 5 SO\ c �� \ SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. v� \ s--a"s 1-10" X 10" X 4" TEE \ 0jes 0/ s• gyp,, 9O 1-4" GATE VALVE / / \ F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL \ s 10 N: 688151.85, E: 2457132.69 / CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING - SD-403. �y 38 s_ 8i` \ c \1 10" GATE VALVE\ c N: 688091.65, E: 2457199.21 \ G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 / 65 LF 4" PVC PVC OR APPROVED EQUAL. 39 5 LF 4" PVC \ \ c / \ / / H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER 1u BLOCK 19 / / " es O \ > / '�cj / THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS Q / e 15 LF 4" PVC �,��,�. / � WITH PROJECT ENGINEER DURING CONSTRUCTION. � O / 5 / 1-4" 90° ELBOW \ �o /O N: 688108.71, E: 2457071.57 \ 1 es��8%y COL\ c / / FUTURE APEX I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE 5 \ `I 1 / j/j\ NORTHWEST OWNED, MAINTAINED, AND OPERATED BY THE HOA. / \ �/ \ SUBDIVISION KEYNOTES 1-4" RESTRAINED END CAP / 40 - 2 \ 8., r � c / \\ N: 688085 34, E:�245671 1.89 / 1-4" GATE VALVE / 105 LF 10" PVC p N: 688102.84, E\ �2457088.34 \ \�\ / � UTILITY MAIN/MAIN CROSSING \ 1-4" 90' ELBOW �~+ MAINTAIN VERTICAL AND HORIZONTAL O , 1 0* LB E: 2457083.71 1-10" GATE VALVE / POTABLE/NON-POTABLE MAIN LINE SEPARATION� c N: 688019.98, E: 2457278.41 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER N / s� \ NOTE 2 SHEET C1.1 FOR ADDITIONAL Z E� G, � ' 5 37 \ INFORMATION. O 1-4" 22.5° ELBOW s BLOCK 10 0 100 LF 10" PVC N g SNE N: 688005.21, E: 2456591.37 0 s \ LLJ \ `REMOVE BLIND FLANGE AND © UTILITY MAIN/SERVICE CROSSING L ~ 7 CONNECT TO EXISTING MAINTAIN VERTICAL AND HORIZONTAL `N� ' ' N \ - O / �i // / \ es \ 10" GATE VALVE POTABLE/NON POTABLE MAIN/SERVICE OR A�G` " ` ' �e N: 687954.22, E: 2457351.07 SERVICE/SERVICE LINE SEPARATION PER CITY OF � 'v \\ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 M ' 00 80 LF 4" PVC 1 8 35 es \c \\\ SHEET C1.1 FOR ADDITIONAL INFORMATION. I l O s / lb 1. INSTALL AWWA C-900 SLEEVE PER DETAIL SHEET C7.2. 495 LF 4" PVC \ \ \ 1-4" GATE VALVE / / 8' N: 687926.67, E: 2456590.99 / BLOCK 17 / / 17 s \\ c c 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.2. 3. INSTALL 2" SERVICE. o m�, I I g81 c O „ • \ a o \ ' 70 LF 4" PVC II 1 5 / \ as \c 4. INSTALL 2 SERVICE WITH VALVES ON EACH SIDE OF o \ m m m 11 1 II / / / Q` \ STREET. Iz \ ° 1-4" GATE VALVE 3 / (b / \ \ I 1 N: 687857.92, E: 2456590.65 5. RETAIN AND PROTECT EXISTING SLEEVE INSTALLED WITH / \ Q \ 1 o I m0 O I MCBIRNEY LATERAL PROJECT. / �° I v I \ u1 65 LF 4" PVC 0o 1 1-4" TEE �` � ,•� / a \ � .� \ TOP I I 1-4" 22.5' ELBOW i 1 N: 687795.12, E: 2456590.34 e% � � _ 46 32 / s ��, Q / �m 1 3 h• / / 1 m I \ II Q BLOCK 17 s a- 1 / // 1 1 6\\ m /E� �3 Ic �E I 1 30 I FG \SS I-FPk / 1 o I \ �_m EG E��� _1�60 LF 4" PVC / I I \ 0 6 �� ��6P 1 3°•5� c�'_1 3 / I Ec /Ee so' % 4 I 5 ec ��03p"°�� 1-4" 11.25' ELBOW EP / 21 c fc \ 1-4" 90' ELBOW N 687741.35, E: 2456739.1 1 / Eo 30'°\ �� 1-4" 22.5° ELBOW ' 0 0 E° �\ �i�/EP EP/ N: 687734.08, E: 2456590.045 3°c� fc fc \ 1�/Ep�� 10 LF 4� PVC I =�,�4' � � 30'cie to �\ / A' a / / 3o G\ y \ m0 EP 1-4" 22.5° ELBOW I \ 30IT N: 687726.06, E: 2456586.67 I c> \ W 30"°\ 29 / 30 / / / Ln w 5 I / // 3 �° 1 23c APEX NORTHWEST / / Q O \ \ \ w I a 'Cofc SUBDIVISION No. 5 / Q - � / co \ N I 5 8"w 3 e f c // �e z G 1 I ,2 S Q \ \ 8 1 S \\ N - \ \ \ m v I > I s / \ \ I N N 24 / cw 'n�'v \ � Q tK \ o \ \ 5 4 ' / '\ TOc�fc / \ m30'c�fc c O \ \ \ I Lu w co I } 1 26 �Q \fc �fc \ w 45 LF 4" PVC 1 REMOVE BLIND FLANGE AND / �? / \ m Lu N \ o o 1\ I N I CONNECT TO EXISTING a"Pi 1 aw, m v \ r, 4" GATE VALVE N: 687432.97, E: 2456895.46, X4"PI 4"PI 4"PI 4" I $ \ 1 ,, \ \ O 1 1 1-4" TEE 275 LF 4" PVC �1-4" 1 1.25' ELBOW / o w 1-4" 22.5° ELBOW e1 1 Z SHAFER VIEW ESTATES oo �^ \ u m I >I N: 687409.85, E: 2456585.12 s \ m � N: 687408.44, E: 2456859.91 1 O SUBDIVISION w - a I I I \ -A \ o0mm �\ m0 I 0p a \ \\ L' 1-4" 22.5° ELBOW �I'v 10 LF 4" PVC \ \\ N: 687309.44, E: 2456584.62 4 I 1-4" GATE VALVE -1-4" 22.5° ELBOW $ / \\ N: 687301.41, E: 2456587.92 \ Ln s �� - - - - - - - - - - - - - - - - �/ z s "W = 8"W 8"W 8"W "w \ 0 1 70 LF 4" PVC \ ^s \ a" TV 8"w s"w s' s"w g i2"sD V S. HIGHMARK AVE. \ \ o \ FS O3 I 3 5 s 8"s 8" 3"s 8"s g �'� s / 5 a"s 8"s s's s"s s"s s"s s"s g �-o ® � ® � E. SNAG. ST. IN 1 \ / N 4 1 - -� I - - - - - - - - - - - - - - E N G I N E E R I N G L.L .� �\ \ �O s \ I 5725 NORTH DISCOVERY WAY 0,0 0 0 \ 1-4" GATE VALVE 1 BOISE,IDAHO 83713 \ \ C11 N: 687232.70, E: 2456588.61 I co C I PHONE(208)639-6939 F BLOCK 11 I Q I kmengllp.com z P 115 LF 4" VC \, zoP 17 w Z z \ 00 0� \oA \ zoE I 1 °I 22 21 20 19 18 DESIGN BY: LCK O I DRAWN BY: LCK Z \ \ \ Fq 7 \ \ I N N li o I �\ \ s \ ao1 0 23 I uCo z I CHECKED BY: LCK Q F \ \ k \ \\ 301 J 1 I REMOVE RESTRAINED END CAP ° I DATE: FEBRUARY 2025 z Z I o00� o� 00 \ y I AND CONNECT TO EXISTING 1 ° \ \ \ \A\\do1 a I N: 6871 16.83 E: 2456588.01 1 PROJECT: 24-164 - vi SHEET NO. P 4ri J APEX NORTHWEST I °° I C7.0 w \ \ \\ \ I SUBDIVISION No. 4 I I SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SSAL fNc OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM �`� \CENSF10 SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. 0 60 120 180 C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD 16860 IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH BOISE-KUNA. Plan Scale: 1" = 60' CROSSINGS. 2/9/25 0 D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS ���9TF OF \OQ� THE LARGEST DIAMETER PIPE COMING INTO THE FITTING IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. OR VALVE. y�//v C. E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER w THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS Q WITH PROJECT ENGINEER DURING CONSTRUCTION. I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER cn NOTE 2 SHEET C1.1 FOR ADDITIONAL z INFORMATION. 0 N 5; 2 Lu © UTILITY MAIN/SERVICE CROSSING ~ MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. 2. INSTALL 2" SERVICE. 3. INSTALL 2" SERVICE WITH VALVES ON EACH SIDE OF STREET. 0 z \ \ I I I x I I I \ \ 1-10" TEE EG EG Ed EG EG EG \ \ \ \ 1-10" GATE VALVE "s ° 105 LF 10" PVC 1-10" BLIND FLANGE L- - - EG - - EG- - EG - - EG - ^ F N: 688576.27, E: 2456700.31 / \ x 1-10" 22.5° ELBOW / - - - - - - U - 0, - - (n (n - \F �� / N: 688508.15, E: 2456620.63 \ o I " �8 s fG\ 40 LF 10" PVC All / o �I o v ��\'S Fo 1-10" 22.5° ELBOW \ \ \ \ o x I F0 \� N: 688496.02, E: 2456583.35 \ \ FUTURE APEX 8's \\ \ c \ $ NORTHWEST \5 FG� \ \ \\ N SUBDIVISION1-10" \ \ c m � � 90° ELBOW 1-10" GATE VALVE o x I �� $� \ N: 688446.33, E: 2456525.23 N: 688415.23, E: 2455863.14 I I o. - i A o \ IT- m 70 LF 10 PVC / � s �\\ \ 75 LF 10" PVC 7 O\ \ Q 225 LF 10" PVC 30 LF 10" PVC 1-10" 1 1.25' ELBOW m� 1-10" GATE VALVE \ \ \\\\ O•. \ 1 10" RESTRAINED END CAP 1 fi N: 688415.29, E: 2455935.33 N: 688415.47, E: 2456160.96 / \ s N: 688415.20, E: 2455834.23 - I - 10"P - 10"PI - 10"PI J_ 1-10" 22.5° ELBOW \ \ 'o.,�O - 10„ N: 688396.01, E: 2456259.19 � \ \ A A 1-10" 90' ELBOW \ o \ z LU �\1°\ - 100 Pj \ 8., 9 Lc, N: 688380.76, E: 2456581.26 S - - - - - - - - - - - - - - - - - - - - - - LP PV /\ / `rG \ \ \ - - 12-W - - -12„W-- -12„�- - 12„W- - 2„W- - 2„W- -12-W - - -12-,W- --12„� -- - - 12-W - -� 12"W 12"W 12"W 1 "W 12"W ' 12"W 12"W \\ �7� \ O �-T \ - s w <F \ FO s s 20 LF 10" PVC \ z:o / 0 - 1 E. QUARTZ CREEK ST. 1 \ �O„ \ ,p \ ° �2 \ A \ 1-10" 1 1.25° ELBOW \ C, N: 688335.67, E: 2456349.45 1 1-10" GATE VALVE m SD 3 • - - - - - - - - - - - - - - - - - - - - \\ BLOCK 20 ss 5-N: 688367.12, E: 2456565.29 z G x - x x x x x x x x x x Pi 3 I \FA \ 115 LF 10" PVC / 5 /65 LF 10" PVC19 \ s \\ z s, 2 3 1-10" GATE VALVE �� \ O3 W LL 0 00 17�) 1 I I \ \ 2 \ ¢P�Q N: 688326.18, E: 2456517.41 1 I \ ,F•o\ \ \ 1 Q�'e // \ Ccp \ G Q \ \ o \ 75 LF 4 PVC, O O \ \ F \ 1-4" GATE VALVE O �;b N: 688190.15, E: 2456473.85 \ Too T\\ \\ 1-10" TEE \ 1 1-4" RESTRAINED END CAP \ � Z W \N" 10 FA 1-10" GATE VALVE / N: 688188.01, E: 2456598.45 \ x \ T °A� 1-10" X 4" REDUCER \ S W \\ op ro\\ \ s 1-4" GATE VALVE \ SG 1-4" TEE \ \ \ \ N: 688247.23, E: 2456425.05 \ 6� 95 LF 4" PVC N: 688141.26, E: 2456650.11 N� /� \ A\\ Fo \ \ l� ��'• W Q v l 70 LF 4" PVC \ °\ \ \\ \ 3 a m \\ T°A x o \ \ G 3 a \ s F \ • , z \ �0 Fo 1-4" 1 1.25° ELBOW N \ A \\\ N: 688118.29 E: 2456535.28 85 LF 4" PVC ao \ Z \ �\s Fo 75 LF 4" PVC 6 , o \ 2 \\ \\slp 1-4" 22.5° ELBOW \ O , \\ \ FA N: 688052.02, E: 2456568.15 \ ' Ln o \ A\ \\ Y \ \ s O 50 LF 4" PVC \ z U ° 0 Cl .0 00 cc_ \ \�I SE` LL ENGINEERING 5725 NORTH DISCOVERY WAY N ' ' ' ``� BOISE,IDAHO 83713 0 \ \ -�cH PHONE(208)639-6939 kmengllp.com z a DESIGN BY: LCK a DRAWN BY: LCK o CHECKED BY: LCK Q V F DATE: FEBRUARY 2025 z o PROJECT: 24-164 �c SHEET NO. c > V J 7 a W 7. 1 / 1..1� N 2 NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN SS\pNAL £NG� THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE STANDARD MANHOLE ```` \CENSF10 ADEQUATE VENTING. P/L FRAME AND COVER F LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. 16860 s 219125 0 3' MIN. "PLACE APPROVED METAL OR ���9j� OF �OP� PLASTIC TAG WITH"NON-POTABLE y 5'-MAX WATER DON'T DRINK"IS REQUIRED ��^/ C. YO FIBERGLASS STUB 1"0 PE PIPE 24"0 CONCRETE VALVE BOX 4"0 THREADED PIPE. LENGTH & COVER WATERMAN MODEL CR-100 CAP OR PLUG FINISH AS REQUIRED. AIR RELEASE VALVE (OR EQUAL) GRADE w -III IIIIIII ' II I III III III� 1-1/2"0GALVANIZED 'I III III III IRON NIPPLE & 90 ELBOW I I *NOTE: MAIN III I I I I III I I 1. 2'-T MIN., S-O" MAX. + BALL VALVE CURB STOP " IN UNPAVED AREAS (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC Hi- WHERE THE LINE IS TAG WITH "NON-POTABLE ° 1-1/2 0 SCH. 40 FREE DRAINING. WATER DO NOT DRINK" IS -III III _ GALVANIZED IRON M _ / REQUIRED. CONNECT TO VALVE III a ° - PIPE RISER 2. T-T MIN., 5'-0" MAX. p TAPPING cn BOX WITH EYE BOLT AND WIRE TIE- I I -III I IN PAVED AREAS OR Q SADDLE z ° a ; WHERE THE LINE IS N O NOT FREE DRAINING. " ° I III Lu I +1 1-1/2"0 GALVANIZED 6 MIN. Lu 8 °. _ IRRIGATION 3. FINDER WIRE AND Z IRON PIPE TRENCH 8 MAIN IDENTIFICATION O 00, Do 000 00, Do O�0 _ BACKFILL a a TAPE REQ'D. PER w N O D O _- v v c THE I.S.P.W.C. 0 4"O PVC OR ABS = D O DDIVISION 900. PIPE VALVE BOX 0O O oONOTCH 4"0 VALVE POLYTHYLENE - 0 O O %_ - 0 O1"0 CLASS 200OO - - ° I BOX OVER PIPE WITH _ O O OO O O O O D DO OOO O 4 I I I I I I 1; I I I EEILI FR MIN. CLEARANCE I 0 O O O 000 00 Oi I I FROM PIPE d O OD � O O O O O1-1/2" BRANCH SLOPE -D O O0 0 O O OOOD _ TEE TO DRAIN O0 OO DO OO D O O D I � DO D0000D - + I 000 O- SCALE: NONE I_ - - O D - I 1" O BRONZE CURB STOP- PROVIDE LONG RADIUS BEND I I I OO —I I MAIN FORD OR MUELLER, OR MAIN LINE AIR RELEASE LINE IN POLYETHYLENE PIPE - 2 CUBIC YARDS MINIMUM APPROVED EQUAL. WITHOUT KINKS OR DISTORTION -I �=2" WASHED DRAIN ROCK,_ N TS _ OR AS REQUIRED. EM E� TAPPING SADDLE -I I I I I I I I- DIG TO FREE (ROMAC 101S OR APPROVED EQUAL) DRAINING SOILS UO TYPICAL 1" SERVICE TYPICAL MAIN LINE DRAIN z N TS N TS Q i AC PAVEMENT BY OTHERS O � PAVED SURFACE SEE NOTE 1 BELOW z VARIES, 2.5"-3 A z 3/4" MINUS BASE, BY OTHERS z W w VARIES 4 -6 0 c W w w n p p p p p p p p p p PIT-RUN SUB-BASE, BY OTHERS m 0 ,� ,� 0 0 0 0 0 0 0 0 0 0 0 0 „ „ VARIES, 10 -16 � = p p p TEMPORARY BACKFILL AS p p p a J 00 O O O REQUIRED TO MAINTAIN O 12"_COVER OVER SLEEVE C Z w SUB GRADE ELEVATION, BY n, _ - I OTHERS, SEE NOTE 1 BELOW W _0 0 o 3: COORDINATE WITH PAVING _ _ += PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT W CONTRACTOR FOR REMOVAL I—III—I — - SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. _ 0 LOCATED ABOVE SUBGRADE N � - MIN. 6 LID TO READ: FINDER TAPE CARBON MODEL 910T COVER "NON-POTABLE WATER - FOR IRRIGATION ONLY" LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING 0 CLASS 00 (2) 3" CONDUIT 2WITH SIGNAL— z 1/4" W NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE 2 X Lu COMPACTED TO 95% DENSITY. IIIIIIIII III III IIIIIIIII III III III IIIIIIII III II III II c/) PIPE AND BELL CARBON MODEL 910 Q (/) 10" VALVE BOX W a MIN. 4" TRACER WIRE LOOP CL X MIN. 6" SLEEVE MIN. 6" SEE SKIDS PER ISPWC SD 307. 2" VALVE NUT SEE DIA. SEE FOR MATERSLEEVEASCANEDULE, THIS D MINIMUM SIZE ET NOTE 5 NOTE 5 z 0 ISOLATION VALVE 10" CLASS 125 PVC PIPE Z SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS v JOINT RESTRAINT REQUIRED u UNI-FLANGE SERIES 1300 OR EQUAL PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN NOTES: NOTCH PVC BOX, BOTH SIDES Z 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z Y FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD Z SUB-BASE, ROAD BASE AND PAVEMENT. 0 4" 5.36" 8" PVC C900 8.28" U 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE 0 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR o SIDEWALK. 6 MIN. 0 #4 REBAR 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT E N G I N E E R I N G L.L SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP ° 6 VARIES 6' PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 1 2" MIN. MIN." 4MIN°° I. " " 5725 NORTH DISCOVERY WAY 10" 12.79" 16" PVC C905 15.92" ° 4 MIN. OF 3/4 MINUS GRAVEL BOISE,IDAHO 83713 0 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL ° UNDER 10 PVC PIPE PHONE 639 6939 z 12" 15.17" 18" PVC C905 17.85" a CROSS BELOW OTHER UTILITIES. ° ° kmengllgllp.com N 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: LCI< g NOTES: DRAWN BY: LCK o A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION CHECKED BY: LCI< PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR CH Q PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: FEBRUARY 2025 z N B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL o PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 24-164 c- V SHEET NO. c a TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7.2 w a N TS N TS N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES AND SHEET C1.2 ASS\ONAL fNc� FOR EXISTING CONDITIONS AND DEMOLITION PLAN. \CENSFD 'L B. FOR GRAVITY IRRIGATION INSTALLATION OCCURRING PRIOR TO ISSUANCE OF ACHD PERMITS, AN INDEPENDENT 16860 I I TESTING FIRM PERFORMING BACKFILL DENSITY TESTING 2/9/25 N I I WILL BE REQUIRED. TEST REPORTS WILL NEED TO BE SUBMITTED TO ACHD PRIOR TO THE PRECONSTRUCTION 9�yCrF OFMEETI G. C. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY CONSTRUCTION. MEASURES SHOULD BE TAKEN DURING CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. SHAFER VIEW ESTATES I N I D. IRRIGATION MANHOLES SHALL BE PRE-CAST WITH FLAT SUBDIVISION TOP. STANDARD MANHOLE FRAME, COVER, AND RISER ,� • I PER ISPWC STANDARD DRAWINGS SD-617. COVER SHALL / I BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER / I TO PLAN FOR INSIDE DIAMETER. Lu KEYNOTES ® I O UTILITY MAIN/MAIN CROSSING GIMH #1 (72-I14CH) MAINTAIN VERTICAL AND HORIZONTAL STA: 2+88.43 OFFSET: 0.00' POTABLE/NON-POTABLE MAIN LINE SEPARATION N: 688407.47, E: 2455851.24 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 2 NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. GIMH #1 (84-INCH) N 3 00 TOP N STA: 1+89.05 OFFSET: 0.00' I I 1. INSTALL 48" END SECTION AND TRASH RACK WITH z N: 688317.99, E: 2455894.48 P TOP— RIPRAP. 154 N � 162• ( 1 x x- 2. INSTALL RIPRAP PROTECTION PER ACHD POLICY MANUAL w SECTION 3006.5 OVER NON-WOVEN GEOTEXTILE FABRIC. p� RIPRAP MINIMUM SIZE (D50) WILL BE 12-INCHES IN 3 03 03 DIAMETER, LAYERED TO A MINIMUM THICKNESS OF 2 S„jz S,.cz S„Lz swLz TIMES D50. RIPRAP SHALL BE ANGULAR, HAVING AT _ — 03 03_ _ _03 LEAST 2 BROKEN OR JAGGED FACES. NON-WOVEN � GEOTEXTILE FABRIC SHALL MEET ISPWC SECTION 2050 dol do. Ol d. (2.2. RIPRAP/EROSION CONTROL GEOTEXTILES). dOlD°y 3. INSTALL 30' LONG, 24" STEEL CASING (MIN.) FOR 12"a�� N WATER MAIN PER CITY OF MERIDIAN STANDARD DRAWINGS SW1 AND SW2. 10' MIN. EACH SIDE OF GRAVITY IRRIGATION PIPE. 3' MIN. VERTICAL SEPARATION FROM THE LOWEST POINT OF THE GRAVITY IRRIGATION y PIPE TO THE TOP OF THE CASING. REFER TO SHEET C6.0 0 FOR ADDITIONAL INFORMATION. 5q oy� I N I N 0 N N z � Q J ALIGNMENT "A" PLAN AND PROFILE o z �-- 0 50 100 150 0 5 10 15 z J Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' z W LL — 2O V) W CC o O p 2740 2740 c Q � z � a � Q � J z = � � a 2735 ..Z 2735 �wj w O �_ w S 5 00 a jO � � zL � rn �76 o N� o) rzn O�00N N �Mo) � V 2730 7 00 N N N N 2730 :iZ z _ Q +r_ �00,6� N _ NCL — O + N Z D FINISHED GROUND 3 > > =N N - O c�cn&Ecnz ? D > > x c�coo cn ? z LJJ EXISTING GROUND > 2725 2725 1 STA:1+34.01 INV.:2721.00 — / STA:3+08.43 O1 N INV.:2719.60 2720 2720 z m � O a H 0 51.6' of 48" ADS SANITITE HP @ 1.56% Z D N 2715 2715 n d 92.9' of 48" ADS SANITITE HP @ 0.45% N o 17.0' of 48" ADS SANITITE HP ® 0.45% z Z Y OZ U 2710 2710 Or_ Z O 0 ENGINEERING L.L 5725 NORTH DISCOVERY WAY EXISTING GROUND CENTERLINE OF GI PIPE ALIGNMENT BOISE,IDAHO 83713 O 2705 FINISH GROUND CENTERLINE OF GI PIPE ALIGNMENT 2705 PHONE(208)639-6939 z a kmengllp.com _ _00 n DESIGN BY: LCK z O ^ O N N co N co N N Z ao DRAWN BY: LCK N ^ N N N O N N N N N N N N N N CHECKED BY: LCK V F DATE: FEBRUARY 2025 z o PROJECT: 24-164 1+00 1+50 2+00 2+50 3+00 3+50 SHEET NO. > Lu a N 2 I �U) \ \\ SHEET NOTES \ \ I I \ \ A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH SS\ANAL fNc� x \ \ \ CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION �� \CENSFD \ \ o \ AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY o 0 80 160 240 CONFLICTS EXIST. I \ 16860 x I \ \ Plan Scale: 1" = 80' B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE I \ \ c \ 2�9�25 CITY OF MERIDIAN. � s� �o Q 8"s 8's 8"s S 8"S � \ y 9p QQ v E� - - - - - - - \ Iv 0 F OF \ 2 `� — — — �Fc X \ c \ C. SERVICE — ALL STREET LIGHTS SHALL HAVE y Y, S� o I UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE ��/�/ C x N as�� q, \\ \ VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. \ \ CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE S� m�"` \ c \\ LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL o I 0 "� �\ x �\ \ o \ UTILITY AND PAVEMENT CROSSINGS. x D. METERING — CONTRACTOR SHALL COORDINATE METER \ LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. WHERE A METERED SYSTEM IS REQUIRED, NEW DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. p \ 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH To"Pi ho'Pi iTo"Pi \ \ END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE w N to"P < \ o \ \ ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY — — — — — — 1 — — — — — — — _ _'��o"a� \\ J, \ 9 �A\\ o \ HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL \/ G,os \ \ \\ ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS 12"w i2"w 12"w 12"w i2"w 12"w 12"w , ' i2"w i2"w i2"w '- 2" 12"w 12"w i2" �'F� \ — — O5 To T4€ TOE TOE TOE WHEN THE ADJACENT PROPERTY IS DEVELOPED. E. QUARTZ CREEK ST. 2»w °Oi KEYNOTES ra — — — — — — — — ° BLOCK 20 \ O \ \ o \ 1. TYPE 2 STREET LIGHT POLES AT MID—BLOCK CROSSINGS xx x x x x x xI P 7p, !�4 \ I FA �. — s \ \ \ \ SHALL HAVE 30' NOMINAL MOUNTING HEIGHT PER ACHD Oc REQUIREMENTS. v, 3 I \ \ 5 / ♦ "" \c \ O \ �\ O O O �c All g w w � \ \ �Q F BLOCK 19 \ s \ s A o Q 901 38 l \ o o Fs \ 5 � BLOCK 10 0 \\ \ g 37 c \\ a oo 16 s o \ / 17 s s 8 w \\ o 0 \ \ \\ -oN I � /� 44 "e\ c G \ BLOCK 14 I i a\8\ \ 17 N z CL m� N IL N 0 / // I � � 30 I _ ea\ V) W a _8 I 3� i p G \1 I I_ \ Fc\\ — W o0 \Fc � / z 0 J EP a � 30 FG Q\ 0 N Q 0 � 29 / — \ ' / \ \ der APEX NORTHWEST / W W �� _3 \ 23 c1 c\ SUBDIVISION No. 5 / ae = CITY OF MERIDIAN STREET LIGHT NOTES SHAFERVIEWESTATES "o II I Lu I ' s ,25° FG �� / tJ SUBDIVISION ` \mN 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF s \FGG / �' THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL / O ELECTRIC CODE. ,, \ I / / W 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE \ o \ \ I z W ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT moN AND REQUEST INSPECTIONS. \ \ F3\ W 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, \ \ �, I o AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. \ �o I I N I / C_ 0 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS \ ImoGo I / // "P� "Pi�4p mREGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. \ \ I `^ 4 I la 4dP1 a PjI 4 Pi 4 Pi "PI a Z 0 00 \ N g B LEGEND I 5 a INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, I \ \ \I\� N $ \\ N Ln DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST / \ \ �: — — — — — — — — — — — — I w, / CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 / I N I � N 8 STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN \ I '- _ w 8 w 8 w 8 �0. ^s \ 8 w s"w 8 a w O d SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING �o v s S. HIGHMARK AVE. U w HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED — \ \ O 8 s 8's / I ® 8"® 8"s 8"s 8"s "s E. SNAG. ST. Y FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR — — \ 3 g STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND — — — — — — — — a UTILITY COORDINATOR. \ / O F` �o \F`o '�, I �} — — — — — — — — — — — — — — O I I s a ENGINEERING L.L o INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, \ / ,\ \\ \ BLOCK 11 I z I 5725 NORTH DISCOVERY WAY Z DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST pop Ow BOISE,IDAHO 83713 CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 �o\o \ `�° 1 23 22 21 20 19 18 17 I �H I PHONE(208)639-6939 O a STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT (30' AT MID—BLOCK CROSSINGS o� \� \\ ems\ nor O I �z I kmengllp.com z PER KEYNOTE 1), SQUARE STEEL WITH BRONZE POLYESTER COATING AND CONFORM TO THE \ \ \ 0 SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE LED FIXTURES THAT ARE ON THE APPROVED \ \ F < 301 I DESIGN BY: LCK Z FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR STREET LIGHTING), OR HAVE BEEN , \ o \ I I v Z PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND UTILITY COORDINATOR. I \ \\A \ dol I g DRAWN BY: LCK N Q 0 oA \ \ I CHECKED BY: LCK o EXISTING TYPE 1 STREET LIGHT I DATE: FEBRUARY 2025 z \ \ I I I PROJECT: 24 164 Q EXISTING TYPE 2 STREET LIGHT \� �F��° \\ s I APEX NORTHWEST I I SHEET NO. c SUBDIVISION No. 4 I I I J N I II W I C9.0 2