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HomeMy WebLinkAboutConstruction Drawings MERIDIAN STANDARDS, �oSS�ocENSFN�'ti AL SPECIFICATIONS, AND 5 DRAWINGS a APEX NORTHWEST SUBDIVISION NO ' 6860 d' s/a�/a� �oIT CONSTRUCTION PLANS PROJECT c,,y'F MERIDIAN , IDAHO N Digitally signed by Lachlin C Kinsella, P.E. Date: 2024.05.24 16:41:06 ® -06'00' E.LAKE HAZEL RD. Lu ■ MERIDIAN, IDAHO ® ® a W \ \ LOCATION MAP p 01 u \ \ `^ \ \ 0 100 200 300 m Ln Plan Scale: 1" = 100' Z \i \ O \ > ul Lu 1 `\ VICINITY MAP \ NO SCALE c� O O \ 5 `\ INDEX OF DRAWINGS \� 6 -k \ \\ SHEET NO. SHEET TITLE SHEET DESCRIPTION C1.0 COVER SHEET C1.1 NOTES, ACRONYMS, LEGEND 7 21 �`��O O `� \ C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN \7 .. O QJ C2.0 ROADWAY IMPROVEMENT PLANS S. APEX WAY PLAN AND PROFILE C2.1 ROADWAY IMPROVEMENT PLANS S. CULMINATION WAY PLAN AND PROFILE C2.2 ROADWAY IMPROVEMENT PLANS S. HIGHMARK WAY PLAN AND PROFILE BLOCK 16 C2.3 ROADWAY IMPROVEMENT PLANS S. HIGHMARK WAY PLAN AND PROFILE 9 9 C2.4 ROADWAY IMPROVEMENT PLANS E. SNAG ST. PLAN AND PROFILE 14 O 19 / / C2.5 ROADWAY IMPROVEMENT PLANS S. PINPOINT WAY PLAN AND PROFILE C2.6 ROADWAY IMPROVEMENT PLANS E. PRICKLE DR. PLAN AND PROFILE C2.7 ROADWAY IMPROVEMENT PLANS SIGNAGE AND STRIPING PLAN O 12 11 10 Vic\ }�P \\ C2.8 ROADWAY IMPROVEMENT PLANS STREET SECTIONS z 25 \ �3�, C3.0 GRADING IMPROVEMENT PLAN PRELIMINARY LOT GRADING z AG C-) \ C4.0 STORM WATER IMPROVEMENT PLANS O � - � / BLOCK 10 • -� _ ` C4.1 STORM WATER IMPROVEMENT PLANS DETAILS Ln O O �Fc - J � 14 - -E. SNAG ST.- - � 26 16 - • �� �/ � FG\� \ C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE > 29 , 15 ::'` l \ \FFc-Ec \\ C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE C) Q LLu 13 12 � Ec \ C5.2 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE ALIGNMENT "C" PLAN AND PROFILE m - _ w _ \ - - Q 30 '. 4 27 14 \ C5.3 SEWER IMPROVEMENT PLANS ALIGNMENT "D" PLAN AND PROFILE N z t/') 16 36 35 34 33 32 31 O 13 �\ `\ C5.4 SEWER IMPROVEMENT PLANS ALIGNMENT "E" PLAN AND PROFILE ALIGNMENT 'IF" PLAN AND PROFILE Q 12 28 Fc `\ C6.0 WATER IMPROVEMENT PLAN W Q C6.1 WATER IMPROVEMENT PLANS WILLIAMS PIPELINE CROSSING O ® PROPOSED ; \\Fc \ 2 F W C C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS U I 'I POOL SITE BLOCK 15 '• �\ \ \\ � APEX NORTHWEST No. 4 51 4 APEX NORTHWEST No. 3 Prk :` O \\Fe C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS SUBDIVISION I SUBDIVISION \ Fc `\ C9.0 STREET LIGHT IMPROVEMENT PLAN \ � -I, II EG Ec p L1.0 LANDSCAPE IMPROVEMENT PLANS z Y` - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - -- ` L2 0 LANDSCAPE IMPROVEMENT PLANS x 4 \ L3.0 LANDSCAPE IMPROVEMENT PLANS LJJ E. CRESCENDO ST.- - - - - - L4.0 LANDSCAPE IMPROVEMENT PLANS Q - - - - - - - - - • - • - - _ L5.0 LANDSCAPE IMPROVEMENT PLANS I I 5 L6.0 LANDSCAPE IMPROVEMENT PLANS L7.0 LANDSCAPE IMPROVEMENT PLANS I .I I I I APEX NORTHWEST No. 2 I ' I I I I I I I II I III v I SUBDIVISION 0 z 0 m X u v a 3 CONTACT INFORMATION LEGAL DESCRIPTION Z OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, Ln ° B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2024 BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP zz a 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 CONTACT: ZACH MEYERS CONTACT: LACHLIN KINSELLA, P.E. DATUM u N PHONE: (208) 378-4000 PHONE: (208) 639-6939 FAX: (208) 377-8962 FAX: (208) 639-6930 HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE Z EMAIL: zmeyers@brightoncorp.com EMAIL: IkinsellaQkmengllp.com ZONE 1103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL O Z DATUM OF 1988 (NAVD88). E N G I N E E R I N G L.L 5725 NORTH DISCOVERY WAY DIGLINE BOISE,IDAHO 83713 BENCHMARK PHONE(208)639-6939 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE kmengllp.com z o CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION N PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR DESIGN BY: LICK ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 1 EI 687996.036 2457215.982 2734.182 HUB AND TACK Z 2 O 687104.530 2457130.322 2738.923 1/2" REBAR DRAWN BY: LICK � ACHD COMPLIANCE CHECKED BY: LICK 3 "MAG 687325.374 2457754.661 2746.724 MAG NAIL Q A o DATE: MAY 2024 z THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD A D POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO 4 "MAG 686986.179 2457823.434 2743.007 MAG NAIL PROJECT: 22 055 LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: 5 eMAG 686895.312 2458458.704 2748.465 MAG NAIL SHEET NO. ° • NONE "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." w C1.0 o � N 2 MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS �SS�ONAL fNc� 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S ACHD RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING ��CENSF 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE (ACHD) 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 6860 CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 5/24/24 o 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 Of GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE � DNS 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 yz - 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. 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 5 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 PUBLIC ITEMS. DRINKING WATER SYSTEMS IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16 . APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST ( ( ) FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF FIRE HYDRANT Ln 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS REQUEST OF THE AGENCY AND/OR THE ENGINEER. 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 0 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. (n 0 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 N UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ANY CONSTRUCTION. Q 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 m 0 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. - G A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF ccG GAS LINE 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. CONTRACTOR SHALL SUBMIT TO DEQ N 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 IRRIGATION NOTES Z GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE op-op- OVERHEAD POWER LINE DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER SITE. � Q 0 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 GI Gl GRAVITY IRRIGATION LINE V) 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). 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 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 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 L u 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 � = S 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 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® 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 0 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 Z BEING CONSTRUCTED. MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 0 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE 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 0 THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL FINAL ACCEPTANCE. 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 N 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. 3 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 N 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. 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 o 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. 0 APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. N vr , a UTILITY NOTES 12 CONTRACTOT ON HALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO Y 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 0 Z IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN ENGINEERING Li- IDAHO a A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY REGION (334-2190). BOISE,IDAHO 83713 0 3 PHONE(208)639 6939 Z 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN " SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com Z COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. DESIGN BY: LCK 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: LCK Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC Q g TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK o FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: MAY 2024 Z OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 22 055 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION o OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, J THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. cil LJ..I o N 2 `\ \G1 \ \ \ \ SHEET NOTES ANAL \ \ \ \ \ \ A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. Mks PENS fN 27 �\ f \ ` \ 35, \ \ I o B. OVER-EXCAVATION IS ANTICIPATED IN AREAS WHERE 4� \ \ \ \ \ I 0 SO 100 150 EXISTING OPEN DITCHES ARE PROPOSED TO BE REMOVED \ \ c \ \ \ IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE 6860 Plan Scale: 1" = SO' CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS 5124124OF THE o EXCAVATIONS. ALL EXCAVATED ENGINEERAL EXCAVATEDDIT OR DITCH SHALL�27g, \OQ� \ \ \ \ 3 \ �, \ BE INSPECTED BY A TESTING COMPANY OR THE y S I ` \ \ \\ \ OF�� P o \ GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF PIPE Z//v C. Y, Q\Q AND/ OR BACKFILL OF THE DITCH. KEYNOTES # 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-303 AND ACHD \ \ \ \ \ \ 2> \ c \ I \ REQUIREMENTS. 2. CONNECT TO EXISTING WATER SYSTEM PER WATER IMPROVEMENT PLANS. w 3. REMOVE CLEANOUT AND CONNECT TO SANITARY SEWER Q \ \ \ \ c \c \\ \ I MAIN PER SEWER IMPROVEMENT PLANS. 0 \ \ \ 2 \ \ \ 4. RETAIN AND PROTECT PRESSURE IRRIGATION IMPROVEMENTS. CONNECT TO EXISTING SYSTEM PER PRESSURE IRRIGATION IMPROVEMENT PLANS. 5. RETAIN AND PROTECT PRESSURE IRRIGATION SERVICE. 6 RELOCATE O R REMOVE AND SALVAGE SIDEWALK TERMINUS SIGNS TO OWNERS. AND \ \ \ \ \ \ 7. REMOVE GRAVITY IRRIGATION DITCH. SEE SHEET NOTE B cn FOR ADDITIONAL INFORMATION. ZO 8. RETAIN AND PROTECT GRAVITY IRRIGATION SYSTEM. ; 2 \ \ w Lu 9. RETAIN AND PROTECT UTILITY SLEEVES AND CASINGS ~ \ \ \PROJECT BOUNDARY \ \ \ \ \ INSTALLED WITH THE MCBIRNEY LATERAL PHASE 1 \ �2j \ \ \ \ \\ I \ PROJECT. 10. REMOVE POLE BARN STRUCTURE. 11. RETAIN AND PROTECT EXISTING WILLIAMS PIPELINE. CONTRACTOR TO COORDINATE WITH WILLIAMS PIPELINE \\\ \ �- \ \ \ \ \ \ \ \ L \ \ PRIOR TO AND DURING CONSTRUCTION. —2745— LEGEND o \ \\mac�\ \ \ \ \ \ \ \ \ \ \ \ \\ \ DITCH REMOVAL 8 9 -274630 \ \ \ \ \ c \\ \ \ \\ \ \ \ ) 10 2>44- z \ \ \ \\ \\ L �2745• CO \ \ \ \ \ 30� Q \.� \ � \AoP� TOp \ \ \ \ ! \\\ 8 TOP \ 5 8 \E \\ 3 \ \ \E \ \ L rUn 2747— \ ci � \ B"s \ \ \ \\ �°c �c 301rrr� \ 1 7 \ 3 2 \ \ 7 TOP TOP T /SOP TO P TOP/—�►—�P P — T P�y TOP T TOP T� OP TO OP TO 0 TOP/—�—\pOP TOP P TOP T P �S I ~- \ °cFc \ \ 30= z TOP TOP T - -FT OP T OP TO — /FOP T OP-��L TO P TOP SOP TOP T P TOP T TOP TOE— /TOP T OP TO OP `�_� 1 �/ a 3�\ 5 5 6 6 1 6 5 5 5 5 5 \ \ 4 5 5 5 \ \ \\ \Fc c \c LL \�Fc Ln 00 a 6 PI \PI 6 PI 6'PI 6 PI 6 PI--6"Pi � 4 PI \P R PI 4 PI 4 PI 4'PI 4 PI 4 PI f�l 4� PI 4 PI�—4 PI 12 PI 12 I Z \ I I \ \ Q PROPOSED z _ \Fc \ \ N 0' I \ N �I x I POOL SITE I \ \ \ \ r cl�� \ \ \ I \ \ \\ \�\ \ \ APEX NORTHWEST No. 4 I I z I APEX NORTHWEST No. 3 \ \ Q / > \ °c� F� O o SUBDIVISION I — \ SUBDIVISION vi \ E N G I N E E R I N GLL 5725 NORTH DISCOVERY WAY z \ clu \ I \ \ \ °J / BOISE,IDAHO 83713 O z — — \ — I I N I \ \ \ \ 1 N ` f I / PHONE(208)639 6939 \ \ \ \ J 2 SD / kmengllp.com z \ Is DESIGN BY: LCK 0 04 \ \ 1 'PI 16"PI 16"P1�16"PI 16"PI 16"PI 16"PI L 1 "PI DRAWN BY: LCK N \ N 0, _ — — — — — — — — — — — - - - - - - - 3 CHECK LCK CHECKED B o 1g N l \ \ DATE: MAY 2024 z N (n � U °D a PROJECT: 22 055 D 8"W 8„W 8° 8"W 8„W 8"W i 8„W " 8"W 8„W _ „W 8"W 8 w 8 W 8"W 8"W 8"W 8"W 8"W 8"W „W 8„W „W i 8,W —gq�r- - - g'W- - R"I t 5 l / / _ \ SHEET NO. _ o < < I� N E. CRESCENDO ST. J o 8"s s"s s"s s"s s" s"s s"s s' a"s 5 s"s s"s s s's s" s"s s"s 8's s 5 \ s 8"s s"s s\ 5 W T T o � N N 2 \ 48.63 POC/HP 18 ° I SHEET LEGEND 11 \ \ +42.18, 18.001E O I SS�ONAL fNc 48.16 POC/FL I ENSF �p \ \ m +48.02, 17.501E � ELE. & DESCRIPTION FINISHED GRADE ELEVATION 48.77 POC/TOC R 48.83 POC/TOC I STA., OFFSET SIDE BLOCK 10 0 \\ 47.18 PCC +54.84, 31.50 +45.72, 31.501E 1E 16 48.06 EVC/POC/LIP, \ 48.08 POC/FL +11.75, 23.501E I 1.50% 6860 FINISHED GRADE SLOPE �, 5/24/24 o +22.98, 16.00'R c) +57.60, 17.501E 47.02 PRC I y 48.38 CL/BVC/POC� 48.45 PRC ' ° 19 ° +20.41, 20.751E C� F Of +22.98, 0.00' +63.13, 18.001E � ° I GRADE BREAK � � � � 48.22 EVC/PRC 17 46.92 TOC I /V C K 48.06 EVC/POC/LIP ° +35.04, 31.501E +22.98, 16.001E +70.77, 20.621E o - - - - - - - - - - SAWCUT LINE 47.98 PCC 46.86 PT 48.46 TOC +79.16, 23.501E +94.53, 353.04'R +15.65, 24.711E g 48.17 CL/EVC/POC " ° 46.24 FL I 47.91 FL +71,57. 0.00' +35.04, 17.501E I CIVIL ACRONYMS +16.05, 17.501E \ 47.45 PT 46.43 TOC I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS > 15 48.14 CL/POC/GB � � +00.53, 23.50' +08.20, 0.00' o \ � ``) � +55.04, 31.501E �= �' FOLLOWS: ° 47.98 POC � `' � 45.75 FL I +00.62, 18.00'L \ \ +55.04, 17.501E I STA. - ROADWAY STATION FROM CENTERLINE Lu 47.94 POC/TOC m _ _ _ _ _ _ _ _ _ 46.08 I CL - ROADWAY CENTERLINE o +94.07, 30.971E 2 +61.04, 18.001E PC - POINT OF CURVATURE 47.30 POC/FL _ I PT - POINT OF TANGENCY r ELE. - ELEVATION +95.01, 17.501E �� w � +80.04, 18.001E I L - STATION OFFSET LEFT 91,47.31 POC/TOC -, �_j I R - STATION OFFSET RIGHT +76.13, 31.011E o r r 4 1 h I TBC - TOP BACK OF CURB 13 46.66 POC/FL // \ '� o RIM - RIM OF STRUCTURE / o o•o \ I LIP - LIP OF GUTTER +76.22, 17.501E " o `� 46.91 PRC / 4 o \ - 14+� - 2 4y -I N c� - - I MA - MATCH EXISTING - _ _ _ _ _ _ _ _ SW - SIDEWALK +70.45, 18.001E O 3 \ S. APEX WAY ° ° ° 03° EP - EDGE OF PAVEMENT c� 46.6t MA 60 0 \ n o ° ° °r I FL - FLOW LINE Z +62.90, 20.621E k0O 1i �o `r N ° ° III TOC - TOP OF CONCRETE � 1� \N 1 °- HP - HIGH POINT N i �I o CR - CURB RETURN w Lu 12 // / A 0%�os/ \ SEE DETAIL - - - - - - - - - - - T - - -i POC - POINT ON CURVE w �, 1 �n 5 3 SHEET C2.8 45.52 CL v�4 INT - INTERSECTION 46.5f MA o 's. +80.04, 0.00'R +61.82, 0.00' a�o� �s ° 2 4 _x, 45.61 I PRC - POINT OF REVERSE CURVE +80.04, 18.00'R F I SHEET NOTES N T REFER TO APEX A \ im L_/ 45.92 PRC I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD OR HWEST ROADWAY 47.45 PT o o +65.40, 20.74'R I NOTES. AND POOL PROJECT +00.53, 23.50'R i ~ - I - - - - I B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. pp +61.82 46.1 21.50'R 1/ �\ o, 47.68 PRC Lo x c \ +91.21, 23.50'R I C. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET 46.6t MA \ 47.95 PRC SECTIONS. N M o +�i`, 26.58'R , SEE DETAIL \ +82.28, 20.90'R \ 46.08 PC 46.88 PT SHEET C2.8 \ 0 \ 48.25 EVC/PCC +56.73, 23.50'R I D. SEE SHEET C3.0 FOR LOT GRADING. z +72.51, 23.50'R +72.43, 18.00'R 47.47 PRC �\ 47.92 POC/FL I E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. +89.42, 23.50'R +65.88, 17.50'R c^ 48.35 POC/TOC F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO / 47.78 PRC �\ +69.89, 31.50'R TOLERANCES WILL BE ALLOWED. +98.35, 20.90'R 48.24 PCC/GB \ 0 48.08 POC/FL gLOCK 15 I G. ALL STATION AND OFFSET LABELING RELATED TO EACH +08.20, 18.00'R \ +54.90, 17.50'R I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 47.93 FL \ c48.64 POC/TOC 1 I ALIGNMENT. +18.37, 17.51'R +58.23, 31.50'R \ 48.61 POC H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS PROPOSED 48.48 TOC \ +48.59, 18.00'R MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE POOL SITE +18.94, 24.80'R 48.53 CL/POC/HP I RIGHT-OF-WAY PERMIT. \ +42.18, 0.00' I I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS \ 48.63 POC/HP \ CONTACT ACHD INSPECTION FOR VERIFICATION OF +42.18, 18.00'R\ \ COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L.n S. APEX WAY PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O 2760 2760 SUPPLEMENTAL STANDARD DRAWING SD-701. _ Li- 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-709. > = u j 8- 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q Q 0 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES m M W z PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES - Q 2757 2757 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE > z N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) (/) z O Q 06 AND SHALL BE COLORED 'TRAFFIC YELLOW'. RAMP WIDTH J Q 0 SHALL BE 8'. HIGH PT STA: 13+42.18 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD W Q5 II HIGH PT ELE : 2748.53 SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL G PVI STA:1 +47.28 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY 2754 PVI ELEV: 748.77 0 2754 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" = W m W K:12. 0 o MINUS CRUSHED AGGREGATE. S LVC:4 .59 + N 1..1. Q 04 )000 `n m I>>I 1") Lq II O 0 vi Qw I+ QN z 2751 N w N M N � 2751Ld x Lij II "� C)U N Lu JID m �`' m W W II 1 60 FINISHED GROUND 2748 2748 �-Isz- z 2745 � - - - - 2745 EXISTING GROUND m a Z c� 2742 2742 a z N O O N N / � `^ N V Z 2739 2739 O z ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 O 'a PHONE(208)639-6939 z o EXISTING GROUND CENTERLINE kmengllp.com o FINISH GROUND CENTERLINE N 2736 2736 DESIGN BY: LICK DRAWN BY: LICK ao M 0 cfl r- V) N � 0 V) r7 � U-i od U-i aj CHECKED BY: LICK Q o n n r n n n n n n n DATE: MAY 2024 N N N N N N N N N N N N N N N N N N N PROJECT: 22 055 5 z SHEET NO. V 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 r2.0 W 0 N 2 SHEET LEGEND SEE ROADWAY PLAN ASS\ANAL fNc� SHEET \2.2 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION Q�o \\CENSF s \ STA., OFFSET SIDE \\ 1.50% FINISHED GRADE SLOPE 56860 124124 0 \ o\\ ���qTF 0f 43.66 CL/INT GRADE BREAK � C K\NS� \ +07.83, 0.00' \ \ - - - - - - - - - - SAWCUT LINE 43.22 TOC\\ +76.82, 24.501 RZo o \ 42.98 FL O/ \ O +76.82, 16.40'L , ° °�9 N ��x � \\ CIVIL ACRONYMS 15 43.32 PC/GB o \ +71.33, 16.501 \ \ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS / 3 6O�° \ FOLLOWS: Lu 12 13 41.25 TOC / / 2/// 1'90% y�G` \\ STA. - ROADWAY STATION FROM CENTERLINE +28.55, 24.50'L / /j'y / 3 A6 �i \ CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE // PT - POINT OF TANGENCY APEX NORTHWEST No. 4 40.86 FL / Z'�� / X 43.53 TOC �9� \ LLE. - ELEVA OOFFSET LEFT SUBDIVISION +28.55, 15.67'L 42.01 PT / / / 1 +76.82, 24.50'R SEE ROADWAY PLAN R - STATION OFFSET RIGHT 41.24 POC/GB / /!�/ �O� SHEET C2.2 TBC _ +90.83, 16.50'L // / O� +76. FL \ RIM - ROM OF STRUCTURE TRUC UR K OF E +10.09, 16.50'L / / +76.82, 16.40'R 41.32 CL/GB / /a` / �O� 43 +10.09, 0.00' / > ,// 09 2 / .32 PC/GB LIP - LIP GUTTER MA - MATCHH EXISTING 40.99 PC +71.33, 16.50'R° -- +89.99, 16.501 / ��j��/ p0 f0'b / 43.41 CL/GB \ EP - EDGE OF PAVEMENT 41.00 TOC �!'Z j ��x ` // +71.33, 0.00' \\ FL - FLOW LINE ZO TOC - TOP OF CONCRETE 39.3t MA +81.60, 24.50'L 14 �'�o�`;ice / \ vn HP - HIGH POINT +55.00, 16.501 C 40.61 FL s, / \\ CR - CURB RETURN w Lu +81.60, 15.67'L_ - / / POC - POINT ON CURVE � i INT - INTERSECTION 2 y �� 41.11 POC/GB / PRC - POINT OF REVERSE CURVE N 0 +35.17, 16.501 / - 3 / 42.01 PT 14 SHEET NOTES f ° -./ +90.83, 16.50'R 00 1 41.07 CL/PC 3 � 12+00 13+0�) ��- a ° / A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD N +89.99, 0.00' o. 42.09 CL/PT NOTES. 39.4f MA 0 1.25% $, CULMINATION WAY �� s/ B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. +55.00, 0.00, N 1 0.707 3 ° R?p, �p �41.17 CL/GB C. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET 0 �yd +34.32, 0.00' SECTIONS. J 71 0 " 3 41.09 PRC/GB BLOCK 16 D. SEE SHEET C3.0 FOR LOT GRADING. z 2 ° +34.32, 16.50'R 39.3f MA 40.78 PC I 13 E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. 36 +73.50, 16.50'R 40.85 FL +55.00, 16.50'R C +29.50, 16.51'R F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO I I TOLERANCES WILL BE ALLOWED. _ o0 40.57 FL 41.24 TOC J j +81.60, 17.30'R ° +29.62, 24.61'R G. ALL STATION AND OFFSET LABELING RELATED TO EACH 40.94 TOC I 40.93 LIP/GB SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ;n -0 +24.13, 18.39'R ALIGNMENT. APEX NORTHWEST No. 3 +81.60, 24.50'R ° Q SUBDIVISION SEE DETAIL SHEET C2.8 z H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS v) SEE ROADWAY PLAN BLOCK 10 � LL; SHEET C2.4 MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 35 I I I J I I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L.n S. CULMINATION WAY PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O Ln zJ 0 30 60 90 0 3 6 9 KEYNOTES ® z Q LL Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O 2754 2754 SUPPLEMENTAL STANDARD DRAWING SD-702. _ 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Ln O z z SUPPLEMENTAL STANDARD DRAWING SD-709. > = Lu Q 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Q QOq z SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED m M W Q 2751 0 DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. _ 2751 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE D CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT (/) z O rn II II ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q Q N (^ Q ^ + M M QY w O i I\ w N 2748 o N m 2748 = W�� � a Q Q ) 0 > + > < J z Y � Y � W (� W II m(14 � N O Q 2745 V) o I' m II 2745 Z Q v Y M W x /O/ Lu WN ('W CD 00 II 0.70% Q > 2742 CD w FINISHED GROUND 1'63% 2742 125% - - - - - - - - z o - 2739 - - - - - - 2739 0 EXISTING GROUND U a o 0 z 2736 `� N 2736 a z N OO N V/ � N a DC Z 2733 2733 O z ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 O 'a PHONE(208)639-6939 7 o EXISTING GROUND CENTERLINE kmengllp.com z ° 2730 FINISH GROUND CENTERLINE 2730 DESIGN BY: LCK DRAWN BY: LCK r N rn CD r� N O CHECKED BY: LCK Q N � I� O i"") CO 0) r7 � c0 � cfl Cn O) CO O N O � O r CO r7 r7 O r7 O O0) 0 N N Z Z r7 o n n n n n C 04 0 r DATE: MAY 2024 � ^ � � ^ 0 N ^ N ^ N ^ N r N r N C N r N N N N N N N N N N N N N N N N N N N N D PROJECT: 22-055 c z 0 SHEET NO. c V 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 r2. 1 W 0 N 2 \ SHEET LEGEND \ � 1,2111 c� \\ SS\pN A L fNc F, /�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o� �\CENSF STA., OFFSET SIDE 4 \ c 1.50% FINISHED GRADE SLOPE 6860 ,n� 5124124 �o qTF 46.96 TOC GRADE BREAK �ti� C°f\y< o c +64.41, 19.001 46.59 FL - - - - - - - - - - SAWCUT LINE +64.41, 12.001 BLOCK 17 46.93 CL/BVC 10 O O8 \ O7 0: +67.78, 0.00' 6 O 47.02 PC O CIVIL ACRONYMS 110,\ c1 +74.41, 12.831 \ 47.05 PRC ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS \ o• \ +81.60, 14.67'L FOLLOWS: 43.58 GB 47.15 TOC STA. - ROADWAY STATION FROM CENTERLINELu \ +15.55, 16.50'L \ 2 �, +92.38, 24.50'L CL - ROADWAY CENTERLINE 41.81 PT/GB 43.66 CL/INT/GB o \ SEE DETAIL SHEET C2.8 47.03 PT HP PC - POINT OF CURVATURE +88.78, 16.50'L PT - POINT OF TANGENCY 40.11 GB +20.39, 16.50'L +15.55, 0.00' 43.12 TOC 46.69 PT \ o: 46.74 FL ELE. - ELEVATION +99.56, 16.50'L 44.01 TOC L - STATION OFFSET LEFT 41.89 CL/PT/GB +84.54, 24.50'L 501 +54.41, 12.83'L +95.95, 15.67'L o +20.39, 0.00' R - STATION OFFSET RIGHT 42.73 FL 46.53 PRC 47.07 TOC o a � 43.62 FL � TBC - TOP BACK OF CURB h• 41.05 POC GB +84.54, 15.67'L +47.22, 14.67'L +03.16, 24.50'L / +46.56, 15.67'L RIM - RIM OF STRUCTURE +62.1 1, 16.50'L C 43.94 GB 46.36 PC/GB - 46.63 FL 46.19 GB LIP - LIP OF GUTTER s �o 0O o, - - - - - - - - - - - - - - - - _ _ _ _ _ +52.05, 16.50'L_ _+40.04, 16.50'L _ - _ _ _+06.74, 15.67'L_ _+50.00, 16.50'L (� MA - MATCH EXISTING • SW SIDEWALK \ N' o 2 e 2 -� 46.80 2 N EP - EDGE OF PAVEMENT c� 7.150 N b`v +12.87, 16.50'L w 40.20 CL/GB �° �° �- c r , FL - FLOW LINE z +99.56, 0.00' O �° ° �° ° \ _� z U TOC - TOP OF CONCRETE ° HP - HIGH POINT N 40.11 GBH 761 1 309 0 1 3 3 0o 1 _� `O �'� 1 0 CR - CURB RETURN W Lu +99.56, 16.50'R Rao �° 15+00 1.86% 16+00 1.00% N 2.75% 17+00 3 \ `� 8+00 1.65% 2.60% o J w POC - POINT ON CURVE w - 41.13 CL POC GB o r ~� = w PRC - POINT OF REVERSE CURVE / / / -) - + - - INT - INTERSECTION +62.1 1, 0.00' ° 42.90 PC 1.75% �%0 41.08 GB l S. HIGHMARK WAY40.20 POC �� o +79.05, 16.50'R o 1 1 �� 3 �, 46.95 CL/EVC o+62.11, 14.50'RT,-� 3 1 L: +08.57, 0.00' 1 +15.75, 22.97'R 2.14% 41.32 POC 2$b% N �299 3 ��°� N rn `� SHEET NOTES 40.29 PRC/GB I +08.16, 23.29'R o° �tio R2o �°' 0) ui \ Q A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +23.81, 37.66'R I 1 �° ��� R3o. 2 I 2 - 2 o w NOTES. O o e I �`? / '- - ° - - - -\ o o° 44.03 CL/GB - - 46.45 CL/GB - - - - - - - - v 46.27 CL/GB B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. \ 40.82 PRC/GB / m C I +52.05, 0.00' +40.04, 0.00' +50.00, 0.00' C. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET O +00.39, 37.68'R / I I 42.70 FL 43.94 PT/GB 46.36 PC/GB ;� 46.19 GB SECTIONS. '7 / o o +84.54, 16.40'R +52.05, 16.50'R +40.04, 16.50'R +50.00, 16.50'R o I 46.53 PRC z a J 43.11 TOC 43.57 FL 47.12 CL/HP 46.58 D. SEE SHEET C3.0 FOR LOT GRADING. \ e° o b11\ / c� +47.22, 14.67'R +84.54, 24.50'R +46.56, 16.40'R +88.78, 0.00' +26.22, 16.50'R \ 46.69 PT 46.42 FL E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. 2 / (6 o y�l I 43.73 TOC 47.03 PT HP co M `I +54.41, 12.83'R +19.41, 15.67'R \ , 41 +46.56, 24.50'R +88.78, 16.50'R Q � � �' 46.75 TOC F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 46.59 FL 40.55 POC - - 41.90 PT �� I i I 3: I +64.41, 12.00'R \ TOLERANCES WILL BE ALLOWED. +62.09, 74.91'R +25.49, 16.50'R \ 46.96 TOC 46.60 FL 1 G. ALL STATION AND OFFSET LABELING RELATED TO EACH I I I +64.41, 19.00'R +08.63, 15.67'R O BLOCK 11 1' I I Q SEE ROADWAY PLAN 14 47.02 PC \ 46.93 TOC ALIGNMENTOT ATIONS ARE REFERENCED TO THE ROAD z SHEETI C2.1 +74.41, 12.83'R \ +12.20, 24.50'R 15 E I 47.05 PRC Lo H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS : I I gl u +81.60, 14.67'R \ %' \ MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE c RIGHT-OF-WAY PERMIT. N \7 \\ \ \ \ I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L.n S. HIGHMARK WAY PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. (j z 0 30 60 90 0 3 6 9 KEYNOTES ® Z Q J z JE: Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O 2757 2757 SUPPLEMENTAL STANDARD DRAWING SD-702. _ CC C)z 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD � 0 C) SUPPLEMENTAL STANDARD DRAWING SD-709. > = W z 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Q Q 2 Q o O SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED m M W z o DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 2754 + 0 2754 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE > Q CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT (/) z O HI',H PT ELEV: 2747.12 ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. II PVI STA:17+88.17 II Q Cr Q LO Q ,n PVI ELEV:2747. 9 (� Lq & V) K:12.00 N Lu C) C y LVC:40.79 Y c 2751 o N 00 N 2751 w + Q n II w II cro o't m II O Q C0 < J r- 00N `�J Z + N W J O ` M U 0 W / � + Q r N > j 7 2748 Q 0) m N II Ld C° W 2748 Lx O cri w W DC II N w r w 1 FINISHED GROUND 75% -1• 5q N 0 w Qo a m Q o o_ N w II �2.609. 2745 w N co 2745< 2745 Q w I w o " 1.00% I w I caw 1.B6% - - - - I z 2742 _ _ - I1� 2742 m 1.30% - _ - - _ EXISTING GROUND U 3 1.50% - - - - a 2739 - - 2739 a z N OO N V/ � N a DC Z 2736 2736 O Z ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 O 'a PHONE(208)639-6939 7 o EXISTING GROUND CENTERLINE kmengllp.com z 0 2733 FFINISH GROUND CENTERLINE 2733 DESIGN BY: LCK DRAWN BY: LCK z M 0) (0 UC) O N U�) M) 00 r N n O Cn Cn r N 0) N r 00 c0 O O I� M 00 N cD O c0 I� O 0) O c0 O N 0) 0) o 0 0 o N N N N r�i n ui U) Sri CHECKED BY: LCK Q 0 O O N N �''� �"� CD (D I� (D O z M n n � � � � � � � � � � � � � � � � � � o r r r r r r r r r r r r r r r r r r DATE: MAY 2024 N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N N N N N N N N N N N N N N N N N N Z PROJECT: 22-055 SHEET NO. V 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 r2.2 W 0 N 2 �- SHEET LEGEND I F.SS\pN A L f Nc �ELE. & DESCRIPTION FINISHED GRADE ELEVATION Q�o \\CENSF STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 ,n�gT5124124 Pao v GRADE BREAK OF Iv C. K\NS� BLOCKI7 I Lu I I I - - - - - - - - - - SAWCUT LINE Y ° I Lu I I CIVIL ACRONYMS I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS SEE ROADWAY PLAN FOLLOWS: SEE DETAIL SHEET C2.8 I I SHEET C2.6 I STA. - ROADWAY STATION FROM CENTERLINE a 38.64 TOC I I I CL - ROADWAY CENTERLINE o +37.38, 24.50'L I PC - POINT OF CURVATURE 38.48 FL I g I PT - POINT OF TANGENCY ELE. - ELEVATION +37.38, 16.40'L L - STATION OFFSET LEFT 44.89 C 42.29 38.86 PC/GB I I i I R - STATION OFFSET RIGHT (y _ +00.00, 16.501 +00.00, 16.50L +31.89, 16.50'L TBC - TOP BACK OF CURB _ _ _ _ _ _ _ _ _ _ _ _ RIM - RIM OF STRUCTURE e 2 I LIP - LIP OF GUTTER Lu N v � R2o. I I MA - MATCH EXISTING Z U �O�° I I SW - SIDEWALK - N. 9 1 EP - EDGE OF PAVEMENT c� b� 38.72 CL/INT I FL - FLOW LINE z 0o 1 0 3 +68.39, 0.00' TOC - TOP OF CONCRETE . MA 21+00 Iq J Lu 19+00 N _ _ _20+00 2y60% _ S. HIGH _RK WAY 0.60% I i HP _ HIGH POINT Ln W I CR LuCURB RETURN w Lu 0 o I POC - POINT ON CURVE U 2 1 3 ° I I INT - INTERSECTION �s I I PRC - POINT OF REVERSE CURVE Q Lu '9 2a i I SHEET NOTES Lu9 �° ° ° o ° o � o ° o ° o° 0 2 44.97 CL ° ° o ° o No R I _ g _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ 0 0o I o I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD Ln - 42.37 CL m I +oo.00, o.00' o +oo.00, o.00 NOTES. C 42.29 ' 38.94 CL/GB +31.89, 0.00' 44.89 I B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. ~ � I L®J I +00.00, 16.50'R 0 o +00.00, 16.50'R 38.86 PC/GB I ~ 1 +31.89, 16.50'R I I C. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET 0 38.50 FL ° I I SECTIONS. o in -0 +37.38, 16.40'R I x; I I D. SEE SHEET C3.0 FOR LOT GRADING. z C° M 38.71 TOC +37.38, 24.50'R i e I I E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. SEE ROADWAY PLAN I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ° \ SHEET C2.6 I TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH O O O O I I I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD \BLOCK 16 I' ALIGNMENT. o I I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE v° I RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L.n S. HIGHMARK WAY PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z 0 30 60 90 0 3 6 9 KEYNOTES ® Z Q J z J � Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O 2757 2757 SUPPLEMENTAL STANDARD DRAWING SD-702. _ CC 0 Z 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD � 0 0 SUPPLEMENTAL STANDARD DRAWING SD-709. > = Lu Z 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Q Q 2 Q SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED m M W Z DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 2754 2754 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE > Q CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT (/) z O ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. Cr ti � a- Q w 2751 2751 w Q Q � O p = 2748 2748 X Q cri M ^ Lu 00 I..L + Q N I 2745 II 2745 00 Ur \ rM 00 Lij N Q r- \ W N o EXISTING GROUND II m Z ,2 6pg w II O x 2742 QEj> 2742 N 0 W z 2739 FINISHED GROUND \ \ 2739 z N O \ \ N \ Z 2736 2736 Anv ENGINEERING Icrn L.L 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 O 'a PHONE(208)639-6939 7 o EXISTING GROUND CENTERLINE kmengllp.com z ° 2733 FINISH GROUND CENTERLINE 2733 DESIGN BY: LCK DRAWN BY: LCK U) � ri N Ci CHECKED BY: LCK Q o ^ ^ ^ ^ n n N r- n M r- M n M ^ Z U N N N N N N N N N N N N N N N N N N N N N N DATE: MAY 2024 - D PROJECT: 22-055 cc z 0 SHEET NO. G V 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 C2.3 W 0 N 2 30"Cl ec e SHEET LEGEND a I \s°•\FG c� SS�pNAL fNc �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o� \pENSF 'y \ °° p� I \�� °j\� STA., OFFSET SIDE 4 ° 1.50% FINISHED GRADE SLOPE 6860 5/24/24 BLOCK 16 ° \\ SEE ROADWAY PLAN 12 11 10 MATCH LINE ° a °° \\° GRADE BREAK ��� C F K\NS SHEET C2.1 - ° SEE SHEET C2 . 5 - - - - - - - - - - SAWGUT LINE \`\N \ \" 0 1 2 145.62 CL/PT CIVIL ACRONYMS \ �, \ 40.93 LIP/GB 2 +45.08, 18.83'L + +85.75, 0.00' 45.54 PT/GB � � 00 N \ \ 41.16 TOC SEE DETAIL SHEET C2.8 +85.75, 16.50'L N 45.54 PT/GB ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +63.69, 24.50'L 1 I +85.75, 16.50'R FOLLOWS: \ \�' 44.75 POC I 25 \ \\ \ 40.76 FL +46.48, 16.50'L 2.00% 2.00% \ +63.69, 15.67'L / ° STA. - ROADWAY STATION FROM CENTERLINE � � a 45.23 PCC/GB CL - ROADWAY CENTERLINE o \ 41.01 GB C 42.82 GB 43.97 PC +70.52, 16.50'R PC - POINT OF CURVATURE - //-T+69.19, 16.50'L_ - - - - - - - +50.00, 16.50'L +07.21, 16.50'L a° �o 44.98 FL PT - POINT OF TANGENCY - - - - - - - - - - - - - - - - - - - - o +68.32, 15.67'R ELE. - ELEVATION (V/ L - STATION OFFSET LEFT \ 45.29 TOC R - STATION OFFSET RIGHT 4 +67.41, 24.50'R TBC - TOP BACK OF CURB \ ° RIM - RIM OF STRUCTURE 0.547 0 1 a d LIP - LIP OF GUTTER 0 0.60% 3 N 1 1+00 1.00% 12+00 E. SNAG ST. 2.00% 13+00 1 ° 45.02 TOC MA - MATCH EXISTING so SW - SIDEWALK d +53.95, 24.50'R EP - EDGE OF PAVEMENT c� - '3 0 1 44.67 FL \ 26 TOC - FLOW WOLINE z CONCRETE O +53.04, 15.67'R 41.32 CL/INT 11 N o• b� ° / HP - HIGH POINT o � 44 _ Lu+30.57, 0.00' a CR - CURB RETURN Lu h i +50.84, 16.50'R° ° POC _ POINT ON CURVE Lu � - o d 2 d d INTERSECTION d / PRC - POINT OF d REVERSE CURVE 42.90 CL/GB 44.05 CL/PC +68.75, 0.00' m o +50.00, 0.00' +07.21, 0.00' ° SHEET NOTES Q 41.01 PT/GB j 42.82 GB 43.97 PC +68.75, 16.50'R O o d° +50.00, 16.50'R +07.21, 16.50'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD S z 4 I 40.70 FL J NOTES. O +63.26, 16.40'R Q 0 Q I 41.05 TOC ^0 -0B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. "s z I +63.26, 23.82'R CO '`� ° ° 29° ° 27 C. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET ° SECTIONS. m ° O vi ° D. SEE SHEET C3.0 FOR LOT GRADING. E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO I I BLOCK 10 TOLERANCES WILL BE ALLOWED. SEE ROADWAY PLAN SHEET C2.1 G. ALL STATION AND OFFSET LABELING RELATED TO EACH ° I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. 28 H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. I I I I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L.n E . SNAG ST. PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O J 2757 2757 SUPPLEMENTAL STANDARD DRAWING SD-702. _ Li- 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Ln O z 0 SUPPLEMENTAL STANDARD DRAWING SD-709. > = u j Q 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD in2 Q SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED m M uj z DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 2754 2754 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE > Q ro CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT (/) z O z + ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. J 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD �- II SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL Lu C O �<_ N THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY c 2751 o N 2751 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4"Ln = W Q + _ N MINUS CRUSHED AGGREGATE. cc N o G Q Z DC cn 0 � II m II O Ld + + N O < > z Q lii 0 w Q 2748 Y 2748 X O N Q N H M Q p) m w N N o w rI'JI' LL Lu LuN W N w ujZ$$% m m 2745 o II w II 2745 FINISHED GROUND _ - - - - z " 2742 1.00% 2742 N N _ _ _ _ U EXISTING GROUND Z 2739 2739 a z N O O O N N V/ � N a oC Z 2736 N 2736 O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 O 'a PHONE(208)639-6939 7 o EXISTING GROUND CENTERLINE kmengllp.com z ° 2733 FINISH GROUND CENTERLINE 2733 DESIGN BY: LCK DRAWN BY: LCK z 00 O 0) O 0 0 0 0 0 0 o O O O L O o 0 p,� O r- O N a 7 N N LO 00 r- M O) � M 0 0 0 o N N C14 r�i r�i CHECKED BY: LCK Q o n n N n ^ n n ^ DATE: MAY 2024 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 PROJECT: 22-055 c z 0 SHEET NO. c V 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 r2. n w 0 N 2 SHEET LEGEND ci F.SS\pN A L f NG m 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION ��� �\CENSF m STA., OFFSET SIDE R c 47.89 PCC 1.50% FINISHED GRADE SLOPE 6860 d +94.32, 16.50'L O s 5124124 47.88 POC/HP +99.43, 16.501 GRADE BREAK ,�, lF OF �� Iv 47.96 POC/TOC / /N C K��1 47.92 PRC I W +05.69, 24.501 / +87.55, 14.67'L o 47.58 POC/FL 47.90 PC I m +04.91, 15.671 BLOCK 16 / - - - - - - - - - - SAWCUT LINE +82.80, 13.201 I 47.85 POC/TOC 10 47.79 CL/BVC +14.12, 24.501 O / +73.32, 0.00' i w 47.48 POC/FL 47.76 TOC o +13.86, 15.671 / / CIVIL ACRONYMS +66.95, L I " POC 47.40 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS .40 F FL I +19.+19.21, 16.50'L / � Q� / +66.95, 12.00'L I I 47.49 EVC/POC FOLLOWS:O / 47.50 CL/PT I +25.55, 16.501 / / STA. - ROADWAY STATION FROM CENTERLINELu +56.95, 12.83'L - - 47.57 CL/EVC/POC 46.37 PT �' / CL - ROADWAY CENTERLINE o SEE DETAIL SHEET C2.8 / / 47.34 PRC I C, +25.55, 0.00' +68.48, 16.501 / ° Q / PC - POINT OF CURVATURE +49.77, 14.671 moo, 4 46.45 CL/PT 42.18 POC 4.�j o PT - POINT OF TANGENCY 47.17 PC/GB +68.48, 0.00' +29.45, 16.501 / // ELE. - ELEVATION +42.58, 16.50'L / L - STATION OFFSET LEFT 3 ° cp M 46.37 PT 43.20 PC / R - STATION OFFSET RIGHT +68.48, 16.50'R +90.18, 16.50'L TBC - TOP BACK OF CURB s.15 00 h /J Q / nLIP - LIP 2 0' - v/ / RIM - RIM OF STRUCTURE OF GUTTER MA - MATCH EXISTING 47.25 CL/GB ? .o 1 ,o SF o C / SW - SIDEWALK +42.58, 0.00' `"• i Q 2 y EP - EDGE OF PAVEMENT c� 3 cs 4 /61_00 \ �' /F FL - FLOW LINE z S p�� / `F� TOC _ TOP OF CONCRETE 0 l N � AO1/�/� �� HP HIGH POINT _ 47.49 EVC/POC 2 wq y 1 ` Lu 6 CR - CURB RETURN L +25.55, 16.50'R POC - POINT ON CURVE ~ / o _ 2 609 INT - INTERSECTION ` _ 47.63 POC �° o,/ 1� PRC - POINT OF REVERSE CURVE , 1 CV�e m +19.666.50'R 1 / 0°�° a0 2 2 I 6 g 47.48 POCFL D 41.16 PT/GB /�✓ SHEET NOTES n W / o +00 +68.72, 16.50'R dot toy ` / I o m +12.82, 15.67'R o� CV / 41.24 CL/PT/GB C oy/ NOTES. / A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 47.88 POC/TOC oL of C' > ° / 9 d / +12.35, 24.50'R m 2 m +68.72, 0.00' j �� ( / 41.16 PT/GB / / B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. 47.96 CL/POC/HP p / P 47.17 PC/GB I p +68.72, 16.50'L ti / m +99.43, 0.00' / r o +42.58, 16.50'R o " v" / ` s �42.26 CL POC y o~ a / C. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET C 47.60 POC/FL 61 / ao SECTIONS. 47.34 PRC m +01.41, 15.67'R h \ / +29.45, 0.00' / p +49.77, 14.67'R I c z 48.00 POC/TOC "o - - - 42.18 POC / D. SEE SHEET C3.0 FOR LOT GRADING. 47.50 CL/PT I 43.28 CL/PC / +56.95, 12.83'R s I 23 +99.96, 24.50'R +90.18, 0.00' +29.45, 16.50'R a ti Oy / E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. 47.40 FL W 47.89 PRC 43.20 PC a "' +66.95, 12.00'R i c +94.32, 16.50'R +90.18, 16.50'R / F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 47.76 TOC I 47.85 PC / / TOLERANCES WILL BE ALLOWED. I Z4 o G. ALL STATION AND OFFSET LABELING RELATED TO EACH 23 o m / SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +77.33, 12.78'R I o O / ALIGNMENT. 47.91 PRC / 'I BLOCK 10 H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS +87.04, 14.87'R ' o o / MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. o m Oo � i I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 25 > I 21 / CONTACT ACHD INSPECTION FOR VERIFICATION OF m / COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. L.n S. PINPOINT WAY PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q w z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O L.L 2757 2757 SUPPLEMENTAL STANDARD DRAWING SD-702. _ 0 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Ln O z a- SUPPLEMENTAL STANDARD DRAWING SD-709. > = uj 0 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Q Q Q SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED CO M HIGH PT STA: 14+94.32 uj- Z DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 2754 HIGH PT EL 2747.98 2754 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE Q CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT (/) z O N PVI ELEV 2748.25 ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. r LVC1 20.03 RAMP WIDTH SHALL BE 8'. Q Q Q N r 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD uj C c SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL _ � II NC14 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY 2751 2751 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" Lu Z J L (D S w uj + MINUS CRUSHED AGGREGATE. G Q Q G ..m - > 2748 FINISHED GROUND Y � 2748 z Q � 757, OfN w O m g8% - _ w u _ _ o I� � J 2745 1 - - - 2745 - - I EXISTING GROUND o z a 2742 2742 N V a ro n Z 2739 2739 a z N OO N V/ � N a DC Z 2736 2736 O Z ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 O 'a PHONE(208)639-6939 7 o EXISTING GROUND CENTERLINE kmengllp.com z ° 2733 FINISH GROUND CENTERLINE 2733 DESIGN BY: LCK DRAWN BY: LCK z Uri N Ln 00 U r7 00 L N r 0) � p 00 r- r Cn N M r- 0 c0 00 M r- Cn N co co � Sri r�i N o CHECKED BY: LCK Q r r r DATE: MAY 2024 z r r r r r r r N N N N N N N N N N N N N N N N N N N N N N PROJECT: 22-055 N N CA N Z SHEET NO. V 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 r2.C w 0 N 2 SHEET LEGEND 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSF STA., OFFSET SIDE 4 7 3 I I 3 1 FINISHED GRADE SLOPE 5124124 6860 I � Q ° I F \oP�o� 0 GRADE BREAK C, Of K\NS� - o l I Q I - - - - - - - - - - SAWCUT LINE I � I vi CIVIL ACRONYMS I I BLOCK 16 SEE ROADWAY PLAN = I ALL BLOCK 17 SHEET C2.3 vi i FOLLOWS: ARE TO TOP BACK OF CURB UNLESS NOTED AS a I I I 2 1 STA. - ROADWAY STATION FROM CENTERLINE a SEE DETAIL SHEET C2.8 I I I CL - ROADWAY CENTERLINE o 38.57 TOC I I I 38.41 TOC as as PC - POINT OF CURVATURE +97.71, 24.501E I +59.73, 24.501E I I PT - POINT OF TANGENCY 38.18 FL I I 38.07 FL I as I ELE. - ELEVATION ° L - STATION OFFSET LEFT +97.71, 16.401E +59.73, 16.401E R - STATION OFFSET RIGHT a l I o 0 + 39 52 38.37 PC/GB I I I TBC - TOP BACK OF CURB 40.77 C I 38.24 PT/GB 36.28 as RIM - RIM OF STRUCTURE O O +00.00, 16.501E +92.22, 16.501E ( +65.22, 16.501E O +83.72, 16.501E I I LIP - LIP OF GUTTER Ln - - - - - +00.00, 16.501E- - - - - - - - - - --------- J - - - - - - - - - - - - - - - - - - _ ------ a I - J as I MA MATCH EXISTING w2 8 a o 05 5 2 - N --- I I SW - SIDEWALK ° -'I> uL_--- u --�~� �a° ��oR2p. R2o 79 N, sD_SD EP EDGE OF PAVEMENT v) U g 09 - - - - - - � FL - FLOW LINE ZO - - - - - - - - - - � J o 1 0 3 3 1 0 ° D ° HP - HIGH POINT v7 w O f 18+00 1.25% 19+00 O � 20+00 0.75% 1.10% 21+00 1.65% O � ° ° ° D D CR - CURB RETURN � 04 E. PRICKLE DR. �i �i D G w ° _ _ - - - �. _I � y - - D ° POC - POINT ON CURVE Z W ;=I' - - - - - - - - - - - - - _ INT - INTERSECTION r , o I 1 0 3 3 1 0 ° 7 I / PRC - POINT OF REVERSE CURVE \ �•�/ N 1d SHEET NOTES N N SD - < w N / A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD \\ G w - - - - - - -a- - -a- - - - - - - aun - - a - - - - - - �- - - - - - a - - - - - - - - - a - - a - - - I- - - - � NOTES. �.� _ - - - - - - - - - - - - - - - - - - _ B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. 40.85 CL M 0 C 39.60 CL 38.45 CL/GB 38.32 CL/GB 36.36 CL I +92.22, 0.00' +65.22, 0.00' +83.72, 0.00' C. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET +00.00, 0.00' O o +00.00, 0.00' SECTIONS. 38.24 GB 36.28 40.77 i j 39.52 0 +00.00, 16.50'R v v +00.00, 16.50'R +92.22, 16.52'R +65.22, 16.50'R +83.72, 16.50'R D. SEE SHEET C3.0 FOR LOT GRADING. z 38.14 FL 38.03 FL LO o +97.71, 15.67'R +59.73, 15.67'R E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. M 38.53 TOC 38.42 TOC +97.71, 24.50'R +59.73, 24.50'R F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO dot do3 ao� 301 38.72 CL/INT/GB TOLERANCES WILL BE ALLOWED. 301� /a dol dolma �O�\ +28.72, 0.00' G. ALL STATION AND OFFSET LABELING RELATED TO EACH 38.64 GB SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ajaoi ao� °°� +28.72, 16.50'R ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE - - - - - - - - - - - - - - - - - - - OR/ RIGHT-OF-WAY PERMIT.- - - - - - - - - - - \;'0 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF \ do d COMPLIANCE WITH POLICY AND EXISTING PAVEMENT f\ oe� MARKINGS. L.n E . PRICKLE D R. PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 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 0 a- J 2754 2754 SUPPLEMENTAL STANDARD DRAWING SD-701. _ O 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER (/2 = ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = uj 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q Q z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES m M W Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES - \ z 2751 2751 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE D (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) (/) z 0 Q AND SHALL BE COLORED 'TRAFFIC YELLOW. WE_ c�c 0 DC G w 2748 2748 = w cc J N G \ U N 00CA Cq N 0) + O o z Q IJJ 2745 II II N N 2745 x 0 QQpp Yr) N � + Lei LLI N y n N N Q m m II N II 2742 0 > Q o II M 2742 UW (�jW WN 0' - - - - - _ FINISHED GROUND 00 W II z � > O< J 2739 - " W 2739 N - N m - - _ - 0. -1.10% U EXISTING GROUND z 2736 2736 - - - _ _ - _ - _ z N O 0 O N N V/ � N z 2733 N 2733 0 ENGINEERING Icrn L.L 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 0 'a PHONE(208)639-6939 7 o EXISTING GROUND CENTERLINE kmengllp.com z ° 2730 FINISH GROUND CENTERLINE 2730 DESIGN BY: LCK DRAWN BY: LCK z 0) N 0) u) r 0 O N N u) I- N O 0) a0 O 0) O r- N a N � r- M rn c0 LO c0 N n N r- N 0 0 0 of of ao ao ao co cD co Uri ui CHECKED BY: LCK 0 0 0 of of ao ao ao ao ao � cD co z r7 M M r7 M M r7 M r7 n r7 M ro ro ro o r n n n r r- r r- ^ r ^ r r- n r r- DATE: MAY 2024 u N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N D PROJECT: 22-055 c z 0 SHEET NO. c V 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 r2.6 w 0 N 2 PAVEMENT MARKING LEGEND �S Sp� NAL fN REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) G� CENSF FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS Q \ \ 0 50 100 150 7 4" YELLOW - NO PASSING - 6860 Plan Scale: 1 = 50 O 2 DIRECTION J,, 5124124 �o o C, 9TF Of �aP 8" WHITE - CHANNELIZING BIKE LANE 24" WHITE - CROSS WALK 12' LENGTH, 2' WIDTH, 4' GAP SHEET NOTES \ \ A. SEE SHEET C1.1 FOR GENERAL AND ACHD NOTES. \ \\ c o \ B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Lu \ CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT o v \ \ o o MARKINGS. \ \ \ C. STOP BARS, CROSSWALKS, MULTI-USE PATHWAY \ \ \ STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE O \ ]a \\ ° \\ THERMOPLASTIC. \ \ \ o � D. ASPHALT SURFACE PAVEMENT MARKINGS SHALL BE PAINT. E. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH 2O09 MUTCD & 2004 SHS SIGNING AND PAVEMENT MARKING DETAILS. cn F. REFER TO ACHD TRAFFIC DETAILS (TS SERIES) FOR O ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. N VLu / \ \ \ o \ 3oCc Fc � \ / \ \off \ BLOCK 17 // 0 ;10 \ z \c \T \ 30cr\\&C w O z} Jap / \ c p \ ZCr �Q 4-1, OA\7�-, \\ 7� 1—� 0 , ;;a 60 22 \ \ \ 00 zrw 18 Fc vQi� !� // �Q / O ° \ ° \ L� 3 Fc _37 W11-2 c 30�� Fc 30" X 30" J / W16-7P 23 \ \ / \ / >>� \ off. 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SNAG ST. l 16 • // ' 7 314b 29 30 Q // I � 3 I CIS SD I \� z — — — — — — — — — — — — — — — — — - - - - - - �� '�.�'\ / 15 m R EBLOCK 11 I 0 I f SD I 13 I U o SD � 2 - - - - - - � X3 I vUS O O � 16 136 35 34 33 32 31 30 14 13 J I 12 I p = TOP TOP TOP TOP 12 a TOP TOP TOP TOP I I 28 I 3 I � I I � I � E N G I N E E R I N G I 5725 NORTH DISCOVERY WAY Z I BOISE,IDAHO 83713 PROPOSED PHONE(208)639-6939 O Z I POOL SITE kmengllp.com z APEX NORTHWEST No. 4 F4 APEX NORTHWEST No. 3 I I DESIGN BY: LCK SUBDIVISION I SUBDIVISION DRAWN BY: LCK g I I I I CHECKED BY: LCK Q DATE: MAY 2024 z 0 D PROJECT: 22-055 c z 0 SHEET NO. c V V 7 Vl O N Ilii 2 FSS\pNAL r 0 5 10 15 Q�o ��CENSF 'y Scale: 1" = 5' 6860 512 12� o Q 9C, qTF OF \�P �Iv C K�NS Q 0 1.5' ACHD 1.5' ACHD SIDEWALK 74' RIGHT-OF-WAY SIDEWALK EASEMENT 0.5' 0.5' EASEMENT 5' SIDEWALK PLANTER 18' TBC-CL 18' CL-TBC PLANTER 5' SIDEWALK 3:1 MAX. SLOPE TO 5' BIKE 5' BIKE EXISTING LANE 11' THRU LANE 11' THRU LANE LANE N Z O Lu 1' LANDING, \//\//�\//�\/�\/\\/\\/\\/\\/\\/\\/ TYP. / / 6" VERTICAL CURB 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 AND GUTTER, TYP. 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTION A (COLLECTOR - S. APEX WAY. ) 18" OF 6" MINUS PIT-RUN SUBBASE SCALE: NTS 0 z 1.5' ACHD 1.5' ACHD SIDEWALK 74' RIGHT-OF-WAY SIDEWALK EASEMENT 0.5' 0.5' EASEMENT 5' SIDEWALK 8' PLANTER 23.5' TBC-CL 23.5' TBC-CL 8' PLANTER 5' SIDEWALK 3:1 MAX. SLOPE TO 7' PARK 5' BIKE 11' THRU LANE 11' THRU LANE 5' BIKE 7' PARK EXISTING LANE LANE LANE LANE / Lr) 1 LANDING, \\/\\/ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ \\ \\ \\ \ \ \/ Ln TYP. /i /// / / / / / / / / / / / / / / / / / / / ///./i,./�� / O z 6" VERTICAL CURB 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 AND GUTTER, TYP. Q 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE z J 18" OF 6" MINUS PIT-RUN SUBBASE O STREET SECTION B COLLECTOR - S. APEX WAY. Ln O z SCALE: NTS > = w m M w cn z O w � Q w w 5 1.5' ACHD 1.5' ACHD G SIDEWALK 60, RIGHT-OF-WAY SIDEWALK w EASEMENT 0.5' 0.5' EASEMENT 5' SIDEWALK 8' PLANTER 16.5' TBC-CL 16.5' TBC-CL 8' PLANTER 5' SIDEWALK 2 Q 3:1 MAX. 7' PARK 9' THRU LANE 9' THRU LANE 7' PARK SLOPE TO LANE LANE Q Q EXISTING z Lu LANDING, \%//,\//�// TYP. \// 3" ROLLED CURB 2.5"i�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 0 14" OF 6" MINUS PIT-RUN SUBBASE a STREET SECTION C ( LOCAL STREETS) z N Olv1 >a O] U z o a a N O z O z U Y 2 3 O ENGINEERING ILL a 5725 NORTH DISCOVERY WAY w o BOISE,IDAHO 83713 O 'a PHONE(208)639-6939 z o kmengllp.com a DESIGN BY: LCK DRAWN BY: LCK g CHECKED BY: LCK Q a o DATE: MAY 2024 z PROJECT: 22-055 c z SHEET NO. c 0 V V Vl O N Ilii 2 CIVIL ACRONYMS ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS �SSvAAL fNc/ FOLLOWS: ��Q �\C E N SF 'L Q \ 0 50 100 150 STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE 6860 \ s \ \ -2735\ /�\ \\ ^ \ \ c \ \ Plan Scale: 1 = 50 PC - POINT OF CURVATURE PT - POINT OF TANGENCY s� 5/2�/2� �o ELE. - ELEVATION qTF Of L - STATION OFFSET LEFT (y \ \ �2736\ / C. 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SEE SHEET C1.1 FOR GRADING NOTES. 45.01- 2 �40.99\ ,`�9 es \c �^ \ � \744- 42.39 \ \ a s \ \ B. SEE SHEETS C2.0-C2.8 FOR ROADWAY GB 2) GB�� � / 40 27 \\ \ \ \ , IMPROVEMENT PLANS. -27 44 AR 42.39 / 40.49 40 0 \ �\ SW GB \ 2�A \ � \ \ / \ ( 38.81 274\ O \ \ \ �� \ \ C. SEE SHEET C2.8 FOR TYPICAL ROAD SECTION. 43.45 / 42.20 +� TBC \ 2> 27 GB \ '42.56 *1 \ \ GB �/ TBC 42.71 \ stp 42 GB \ \\\ c \\ I \ \ 43.95 / SW 42.71 2 \ \ 5 e' 8 ��� \ \ \ GB / ° GB �� \ \ ~2j4� R, \ \ \ I \ KEYNOTES � e� 43.95 ./ 42.21 42.56 1 \ 2 \P '\ o S ° BLOCK 17 SW \ GB ° 2741 \ \ \ \ \ 1. INSTALL 8' WIDE CONCRETE PATH PER ISPWC SD-709. z :43.76 4, '/ GB 0 \40.49 \� ?742a a 42.07 \ °"\\ \\ \ TBC TBC TBC c 1 \ \ \ \ 2. 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MA ✓ PROPOSED z a MA MA \ 2 MA I MA 5t MA 3t ?>40\ \ 42.5f I \ 44.7f I I POOL SITE I \ kmengllp.com \ MA 2> \ MA a j 00 DESIGN BY: LCK \ APEX NORTHWEST No. 4 \ r APEX NORTHWEST No. 3 2> A2 '2> -00 N SUBDIVISION SUBDIVISION A�\ A?\ �i3\ I f I DRAWN BY: LCK \ r \ °' CHECKED BY: LCK Q ._ I / DATE: MAY 2024 1 NI I r / PROJECT: 22-055 00 0 2 43.01 SMA SHEET NO. - - - - - - - J TBC 42.92' 16"PI 16"PI� 16"PI 16"PI �PI C3.0 W 3. NkaF- I• 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �SSvAAL r4, NOTES. �\C E N SF 'L Q \ � 22.0' 12" ADS N-12 HP \ 0 50 100 150 B. SEE SHEET C4.1 FOR STORM WATER DETAILS. 686� O8 INV.: 2733.66 \ ® 0.23% \ C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN \ \ Plan Scale: 1 = 50 J, 5/2�/2� o \ \ INV.: 2733.7108 AT OR BELOW 20 FEET FROM EXISTING GROUND Q 5 c SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR qTF c \\ o Of BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR ��/�/ C. Y, GREATER. FOR ADDITIONAL INFORMATION REFER TO THE \ o \ GEOTECHNICAL INVESTIGATION "APEX WEST SUBDIVISION" PREPARED BY ATLAS, DATED FEBRUARY 8, 2022. \ u D. PROVIDE WATER-TIGHT SEALS AT PIPING 7 \ //5 \ e, s \ c \ ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, s \ \ AND MANHOLES. ACHD STORM_� \ \ \ ° 30.5' 12" ADS N-12 HP o m-i E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE DRAIN EASEMENT aQ` \ ss s \� \ ® 0.43% 8$ COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF I ROW OR WHERE COVER IS GREATER THAN 2 FEET THE \ c INLET #7 STORM PIPE SHALL BE ADS N-12 HP PIPE OR Lu \\ ACHD SD-604A, TYPE IV I APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN RIM:2738.10 o LESS THAN 5-FEET OF SEPARATION BETWEEN a \ \ -SUM P:2733.89 o STRUCTURES. LET\ # �\ INV 0UT:2734.89 12" (SW) $ ® 1 TYPE IV' r +' \ Q25=0.52cfs \ F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC ACHD SD-604A, f\ O2 \ Q100=0.73cfs \ STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. a RIM:2738.10 lst \ \ STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC SUMP:2733.76a 4 s ey • \ / I RATED LIDS UNLESS OTHERWISE SPECIFIED. INV IN:2734.76 12" (NE) \ c \ o$ INV OUT:2734.76 12" (SW) \ c \ G. THE CONTRACTOR SHALL COMPLY WITH ALL THE tK Q25=0.96cfs15`' �s e a� o \ I REQUIREMENTS FOR STORM WATER DISCHARGE Q 100=1.34cfs \ \\ ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES cn ° IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP 4.8' 12" ADS N-12 HP \ \ , e \ Z o PLAN PREPARED FOR THIS SITE, REGULAR SITE � re` @ 1.04% / s F `� o \ o _ a � A � INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN N / SGT #3 THE NPDES GENERAL PERMIT. w ul / RIM:2738.47 (NW) RIM:2738.53 (SE) e7p \ c ,,�,\ H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN O / s INV IN:2734.10 12" (NE) \ \ \ I ENGINEER AND ACHD. c / INV OUT:2733.86 18" (SE) 3 ss '�°� \c \ INLET BAFFLE:2733.42 s \ \ I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM a / Cb OUTLET BAFFLE:2734.00 \ \ \ DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN Q25=1.49cfs V� o \ �" MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER \ � Q100=2.07cfs O ss \ -1 \\ PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH 4 8Jy \ \ \ SECTION 8018 OF THE ACHD DEVELOPMENT POLICY ci Fc \� k` / s °�' / 86.5' 18" ADS N-12 HP .Q \ \ c \ I MANUAL AND ISPWC SD-623. ® 0.00% a \® \ S / 5 J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, ACHD STORM \ \ \o \ I THE CONTRACTOR SHALL CONFORM TO THE STANDARDS b JK // // DRAIN EASEMENT \ \ \ Top \ SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF z 30 BLOCK 17 \ �� \ o\ THE ACHD STORMWATER GUIDELINES. r 'Co \ Fc \� O / s \ \ o o Top \ K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 r 30• Fc � c p � .Q` \\ s 0 \� AND 8200 OF THE 2017 ACHD POLICY MANUAL. \ \ 30"fir t« \ N c \c I L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE ` / O m _j LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE \30,C\ �F / �' I \c \\ ELEVATION PER THE INTERNATIONAL BUILDING CODE, c INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN 3001 to \Fc / 9 / tk 0 0 \ \ REQUIREMENTS. \ \� \30 cr Fc 21 �\ \ KEYNOTES # / O \4pl �� / / \ \ \ �o \ O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL 4p \ /\Fc ° �, �? / / \ '�A �,� \ \ \ POTABLE/NON-POTABLE MAIN LINE SEPARATION tK R Fc �_�� 22 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER Ln V) 10 \ Fc\ m J \ \ \ NOTE 2 SHEET C1.1 FOR ADDITIONAL z aq \ 3o°or Fc Fc k O / �JP / o \ \ INFORMATION. O 8 c \\ # \ 1. SB 1 PUBLIC SEE SEEPAGE BED DETAIL 1 SECTION \ BLOCK 1\Fc �o��� / /��� / INLET 2 # (PUBLIC) # / ACHD SD-604A, TYPE IV \ B-B ON SHEET C4.1 (121 x 13'W x 8.5'D) z 5.0' 12" ADS N-12 HP_\ O9 so c� Fc S / c,. Q� / c \ RIM:2745.14 z 1.41% 23 \ SUMP:2740.79 ,rr� N•>1 N, 1 'Co / O / \ ��o 2. SB #2 (PUBLIC) SEE SEEPAGE BED DETAIL #1/SECTION 3 Fc s s \ INV IN:2741.79 12" (NW) INLET #6 �� °ci \ / / a 33.5' 12" ADS N-12 HP A-A ON SHEET C4.1 (95'L x 15'W x 8.5'D) _ z O � / ACHD SD-604A, TYPE IV � Fc F � INV OUT:2741.79 12" (SE) � ACHD 40.82 c ,ti @ 0.42% _ O I.J„J \1` \ s°•.r Fc \ / Q25=0.16cfs 3. SB #3 (PUBLIC) SEE SEEPAGE BED DETAIL #1/SECTION S SUMP:2736.17 �� �\ Fc / 19 # � �y � A-A ON SHEET C4.1 (81'L x 15'W x 8.5'D) > = G 3°ry ACHD SD-604A,I TYPE IV Q100=0.22cfs INV IN:2737.17 12" (E) 9 a 01 Fc\ / 20 \ RIM:2745.14 4.8' 12" ADS N-12 HP - Q LJ„J / INV OUT:2737.17 12" (W) � ® 0.41% 4. INSTALL GROUND WATER OBSERVATION WELL PER ACHD Q > 24 �- SUMP:2740.93 c Q25=0.15cfs SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION m + � � INV OUT:2741.93 12" SE + / Q100=0.21cfs 4P1 _ - ,"RI �� �� ( ) /SGT #1 BED 5' FROM THE END AND OUTSIDE OF BED A Q25=0.18cfs 30.5' 12" ADS N-12 HP �� / Fc\ _�,� RIM:2745.75 (NE) MINIMUM OF 50' FROM THE PERIMETER OF THE BED. N Q100=0.25cfs o / @ 1.44% 4�� r R Co 18 INV IN 2741 (SW) a- e INLET #5 3o c\\ �� s / INV IN:2741.77 12" (NW) 5. INSTALL RIPRAP CHANNEL PER DETAIL, SHEET C4.1. Q / s \ ACHD SD-604A, TYPE IV °r Fo s 4 /INV OUT:2740.92 18" (SE) FLOW LINE SHALL HAVE A MINIMUM SLOPE OF 1%. (/) / 106.1' 18" ADS N-12 HP \ 13 RIM:2740.82 I INLET BAFFLE:2741.09 JJ 0 @ 0.00%� SUMP:2736.61 OUTLET BAFFLE:2741.67 - Q25=0.34cfs 6. INSTALL 35'Lx15'Wx3'D TEMPORARY POND #1 PER = Lu \ INV OUT:2737.61 12" (W) I \3 O / $ DETAIL, SHEET C4.1. LLJ Q25=0.36cfs O i I 4p �\ °'ci Fc Fc / P Q1009' 18"fs TOB ELEV.:2738.00 = LJ..I 25.9' 18" ADS N-12 HP C \ Q100=0.50cfs ® 0.00% G / \ a 12 •� 30""cr Fc Fc p� / TOE ELEV.:2735.00 \ INLET #3 11 10 I 4 p, \ / +� \ DESIGN INFILTRATION RATE = 8 IN/HR 4 \�` 2 \ ACHD SD-604A, TYPE IV I I \ko Fc / J \ ° VOLUME REQUIRED = 2,172 CF O / RI M:2740.74 I / ` STORM \ \ ^\ s 8gy SUMP:2736.53 I m I \ �\ \cc Fc\ / }4 4 c \ VOLUME PROVIDED = 2,450 CF z 2 / DRAIN EDASEMENT \ `\ INV OUT:2737.53 12" (S) I �2' r Fc / Q�''b i $^� SGT #2\ \�"�� /Q25=0.46cfs I �� Fc 5 1 1 \ 7. INSTALL 30'Lx15'Wx3'D TEMPORARY POND #2 PER RIM:2741.24 (S) \ �\ `� U5 I 8 3o"c\� `� DETAIL, SHEET C4.1. x � \��� s Q100=0.64cfs I 25 � � / TOB ELEV.:2735.00 LJ..I O 5 � RIM:2741.33 (N) \ �`.\ 4 21.8' 12" ADS N-12 HP ^� ACHD STORM = INV IN:2737.10 (E) \\ ���. � � - � 0.41% - - - - - - - - - - - - - - - -// � s I N � DRAIN EASEMENT =��� TOE ELEV.:2732.00 F - s INV IN:2737.10 (S) �� / r r � � DESIGN INFILTRATION RATE = 8 IN/HR Q 1 "W INV OUT:2736.25 (N) \ �, v, in ju + BLOCK 10 �t� VOLUME REQUIRED = 1,842 CF es s INLET BAFFLE:2736.42 \ tp 1by / <�Fc �� VOLUME PROVIDED = 2,169 CF I `y OUTLET BAFFLE:2737.00 15 e"w w 8" 8"w 8"w s"w s Q25=1.75cfs 14 s s"s s"s s"s $:.S NAG ST.s„ 8"s s"s s"s s 29 / ay 30� \F�� Z7 8. INSTALL 12" METAL END SECTION AND TRASH RACK. Q100=2.43cfs 1 - 26 ®-^; / CO3 \ \Fc \ - J 24.5' 12" ADS N-12 HP Q SDMH #1 a a / s s 15 s -fts / ��� 30\Fc Fc 9. SB #4 (PRIVATE) SEE SEEPAGE BED DETAIL #2/SECTION F \ ® 0.41% I i S Ec 5 \ / ?� (n 48"0 SDMH FLAT TOP N � w / � �3 „ �, C-C ON SHEET C4.1 (81 X 8'W X 4'D) z I _ OD; Z - RIM:2740.98 - - - - - - - - - - l / �� °ci EG O - I O I SUMP:2735.44 / W / / R so Ec� 9. SB #5 (PRIVATE) SEE SEEPAGE BED DETAIL #2/SECTION -7 m BLOCK 11 I- INV IN:2737.44 12" (N) N / �� cis C-C ON SHEET C4.1 (8'L X 8'W X 4'D) I I I I z I INV IN:2737.44 12" (S) �, s 12 / J / 0 I 13 I INV OUT:2737.44 12" (W) / w 10. SB #6 (PRIVATE) SEE SEEPAGE BED DETAIL #2/SECTION - - - - J SDMH CO #2 I v; � : I 8.7' 12" ADS N-12 HP 27 C-C ON SHEET C4.1 (81 X 4'W X 4'D) N 48"0 SDMH FLAT TOP I u I ® 1.03% BLOCK 15 LL RIM:2741.25 vi #INLET 4 J O 6 ACHD STORM 16 SUMP:2735.20 w I N N : z o DRAIN EASEMENT 30 36 ACHD SD-604A, TYPE IV 33 32 31 14 13 I S 00 a INV IN:2737.20 12" (E) CD RIM:2740.74 INV OUT:2737.20 12" (N) I N I SUMP:2736.53 I O a INV OUT:2737.53 12" (N) 59.5' 12" ADS N-12 HP I I P TOP TOP^a TOP TO I I Q25=0.82cfs co . 40%TOP TOP TOP TOP Q = . cs w Y 12 I � i 35 34 I C51ENGINEERING LL = 6'PI 6 PI 6�PI -6��PI 6 PI 6 PI 6 PI 6 PI 4 PI 4 PI 4 P r}PI 4 PI 4 PI 4 PICliI 4 PI 4'PI �I 4 PI 4'PI 4 PI 12 PI 2 I _� I 5725 NORTH DISCOVERY WAY I S S BOISE,IDAHO 83713 3 O PHONE(2081p6c39-6939 PROPOSED z kmenglom o coa N POOL SITE APEX NORTHWEST No. 4 r 0i APEX NORTHWEST No. 3 DESIGN BY: LCK SUBDIVISION I I I SUBDIVISION i c I DRAWN BY: LCK Z g I I I I I I CHECKED BY: LCK Q o I I co DATE: MAY 2024 z D PROJECT: 22-055 c z 0 SHEET NO. c V V n 4. o Lu N 2 SS�pNAL fN LEGEND LENGTH VARIES, �� C (DWELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER SEE PLAN SHEET ENS QUO N� f 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 6860 t 2 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER - - TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- i ������� 5124(24 o CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS I o o �p �9l P� v - III=III=III 4 6 PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" t I w C� F OF I-III-III=11 0 Q o O "- PIPE. DRILLED WELLS MAY USE 4 PIPE III- In- e. to �N C -III- - NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK A A I II III-III ° -III- 3 E -• POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY I o�P oQP z III-II g BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. � USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES o v v A _____________ I N 5 e 3 NOTES: 2 I PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR <c:D STORM DRAINAGE FACILITIES I o N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L - -- - - - - - - - 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD PLAN VIEW 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW 6 w o w s t N.T.S. o :2 _ _ _ _ _ _ _ NO TREES ARE o Q 111=III=III-III=III=1 - - - - - = z ALLOWED NEAR I ' 18"�� I-III-I11=III=11 3 I 1=1I1=1I1=1I � PERIMETER of THE o -III-III=III=III 11=III=III=III=1 SEEPAGE BED m III-1 11=1 11=1 1=1 _ -III-III-I 1=1 I o �� �IIIITI�I III 5 Ill-llillli llll� 6 FINISHED GROUND 51 711 a III x _ _ a w w OUTLET Li 6 SECTION CONCRETE COLLAR FLOW- o BAFFLE WALLol N N.T.S. `� ELEV B FLOb z ELEV A 5 3 � O 5 a a ELEV D �i > ul w uiw w INLET BAFFLE WALL a cn ELEV C 20" STD 2 >z 9 Z � Oo Oo Oo ow SECTION A-A �04Lo N.T.S. O OO�N� 0 0 0 NOTES �- 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY Z LEGEND: � t MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) _ WIDTH VARIES, zo SECTION 2 LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) MAXROCKW SEE PLAN SHEET s H 1-FT USE GRADE RINGS (TYPICAL) OR ELEVATION N.T.S. 1-FT < H <= 2-FT USE 24" DIA RCP RISER 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS 4 O EL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10' MIN SECTION VIEW C-C EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 8 WATERTIGHT SEAL KEY s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET 1. ISPWC 801 OR ASTM C33 FILTER SAND. ON SIDE OF BOX 2. 3/4" - 2" ANGULAR ROCK. 2017 ACHD REVISION 2017 ACHD REVISION 3. 12"0 PERFORATED ADS PIPE. 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL IDAHO STANDARDS IDAHO STANDARDS 2015 SAND AND GREASE TRAP STANDARD DRAWING ENGINEER. FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS RO U N DWATE R STANDARD DRAWING ACHD STORMWATER DESIGN 5. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN REQUIREMENTS. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. CONSTRUCTION OBSERVATION W E S D - 6 2 7 CONSTRUCTION OBSERVATION W E S D- 6 2 7 GUIDELINES Bo P 01 6. 12"02" NDS CATCH BASIN. (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 SEEPAGE BED DETAIL #2 (PRIVATE) z SIDEWALK PER ACHD SUPPLEMENTAL NO TREES ARE ALLOWED WITHIN FINISHED GROUND NTS O Q SAND AND GREASE TRAP PER 10' OF THE OUTSIDE PERIMETER ACHD REQUIREMENTS. REFER TO I-�A,B STANDARD DRAWING SD-709. OF THE SEEPAGE BED z J ACHD DETAIL BMP CURB AND GUTTER NO TREES ARE ALLOWED WITHIN MAXIMUM WATER SURFACE LOCATIONS, ELEVATIONS, SIZE, ANNDD PER ROADWAY PLANS. 10' OF THE OUTSIDE PERIMETER ADDITIONAL INFORMATION PER ELEV. - "A" (MIN.) i��i, FINISHED GROUND ELEVATION � OF THE SEEPAGE BED SHEET C4.0. * i�/�:�/ / / /�/�/�/�� /'� �/' �� 5 LF OF 18"0 �A��������AA��A�A�A�A��'������������ ELEV. - "A" (MIN.) TOP OF BANK 6" FREEBOARD MIN. - - ADS N-12 H P w w w %//��//////�//�j�//�/ //�/�//�/�//�// ELEVATION PER PLAN DEPTH -------- --------- ��� ELEV. - B" w/w/w/w/w/ /w� /w/w/w/w/w/� ELEV. - ,�B, �/� /�j�� 6 i�r� /jam/�/� PER PLAN' (/� W SOD �SD I ------- --------- z:wV) 3 o to ELEV. - "C ELEV. - „C» �' ���\��\ 3 �•1 �� ��\��\�� Q W 3 ������ WIDTH PER PLAN- 5 > * - � 5 �m 5 5 �m \//j\�jj�jj\�j/ ��\�jj\�jj\� �j�\ m � O (n 18 0 PERFORATED ADS N 12 HP. j > TOE ELEVATION �j��j� TRANSITION 5' IN BED NON-PERFORATED TO A,B w w PER PLAN \��� ������� ���� ���� �� ��� ������ L PERFORATED PIPE LENGTH VARIES, SEE TABLE THIS SHEET w w N SEASONAL HIGH GROUNDWATER /�\�� ��\��\������\�� ��\�� ��\ \�� �� ��\�_ _ _ _ _ _ Q w PLAN VIEW ELEVA PERTION PLAN - \\ �'�\ ��'�\X'�\� '�\ ��� �' 0 SAND AND GREASE TRAP PER 2 2 \�j\\�j\\�j\\�j\\�j\\�j\\�j\\�j\\�j �j\\ \�\�j�� LLI ACHD REQUIREMENTS. REFER TO » ACHD DETAIL BMP 01. ELEV. - "D" ELEV. - D /����������������� ��� LOCATIONS, ELEVATIONS, SIZE, AND WATERTIGHT CONNECTION BASIN BOTTOM AND SIDE SLOPES W LL.I ADDITIONAL INFORMATION PER Z Z 3.0' MIN. SHEET C4.0. 18"0 SOLID WALL ADS N-12 HP SHALL BE CONSTRUCTED WITH 4" S (EXTEND 5' INTO SEEPAGE BED) ; WIDTH VARIES, SEE WIDTH VARIES, SEE MIN. TOPSOIL OR AMENDED NATIVE G Q 18"0 PERFORATED ADS * FINISH GROUND MAX. HSGW TABLE THIS SHEET MAX. HSGW TABLE THIS SHEET MATERIAL. SEED MIXTURE SHALL N-12 HP _ OR ROCK = OR ROCK , BE DROUGHT TOLERANT. O 18" ADS CAP ELEVATION ELEVATION NOTES: 4 4 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED Z 2 --- WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION. ��// 0% SLOPE x - - - -�---� =� -� - TEMPORARY POND DETAIL w O 1�. ISPWC 801 OR ASTM C33 FILTER SAND. KEY SCALE: NTS Q MINIMUM OF 20" 2. 3/4" - 2" ANGULAR ROCK. 1. ISPWC 801 OR ASTM C33 FILTER SAND. BAFFLE SPACING 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER 2. 2" WASHED DRAIN ROCK OR 3/4" - 2" ANGULAR ROCK. 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. 3 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. GROUND WATER OBSERVATION WELL PER 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. DETAIL. EXTEND MINIMUM OF 1' BELOW 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 6"-12" DIA. COBBLE WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN LANDSCAPE I QQ I �^ THE BOTTOM OF SAND LAYER PROPEX GEOTEX 401 F OR APPROVED EQUAL MEETING ACHD AREAS. 5' TYP.-'{ `� O PROFILE VIEW X STORMWATER DESIGN GUIDELINES SECTION 8202.23. I m RIP-RAP CHANNEL U m PLAN AND PROFILE SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW SECTION VIEW B-B: SEEPAGE BEDS SCALE: NTS OUTSIDE OF PUBLIC ROW (COMMON LOT) Z 18" PIPE a 18" PERF PIPE z a WQ O 0 GENERAL NOTES PERFORATION SCHEDULE U a A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS 3/8" PERFORATIONS IN VALLEY 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR ADDITIONAL OF CORRUGATED PIPE. 5 EA ON 18". O z INFORMATION REFER TO THE GEOTECHNICAL INVESTIGATION "APEX WEST SUBDIVISION" PREPARED BY ATLAS, DATED FEBRUARY 8, 2022. Y B. ALL DRAINAGE STRUCTURES SHALL BE HS25 OR GREATER LOAD RATED.z C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. E N G I N E E R I N G SEEPAGE BED TABLE D. BED WIDTH SHALL REMAIN CONSTANT. 5725 NORTH DISCOVERY WAY E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY O BOISE,IDAHO 83713 3 BED LENGTH BED WIDTH DESIGN INFILTRATION RATE EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS PHONE(208)639-6939 SEEPAGE BED SECTION (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) (IN/HR) REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM z TO ACHIEVE THE REQUIRED INFILTRATION. kmengllp.com SB #1 (PUBLIC) B-B 12 13 8.5 2746.00 2744.00 2740.92 2735.50 2726.0t 628 8.0 F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. DESIGN BY: LCK SB #2 (PUBLIC) A-A 95 15 8.5 2741.55 2738.75 2736.25 2730.25 2721.5t 5,800 8.0 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. DRAWN BY: LCK g SB #3 (PUBLIC) -AA 81 15 8.5 2738.54 2736.50 2733.86 2728.00 2718.8t 4,935 8.0 I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. CHECKED BY: LCK Q J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR o ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. DATE: MAY 2024 z D PROJECT: 22-055 c z SHEET NO. c s a SEEPAGE BED DETAIL #1 w V N NTS 4. 1 0 N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. ��� \C E N SF Q B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE (1j 5/24/24 �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9� 9TF 0f \QP SD-507. Iv D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. z p o f- E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER \d�w SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY �w EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR i LL N TO INSTALLATION. SERVICE LENGTH AND INVERT ARE p Pi SSMH #2 (48-INCH) 06 CO x BASED ON STUB LOCATION. STATIONING TAKEN FROM `w CENTERLINE OF SEWER ALIGNMENT. STA: 4+01.39 OFFSET: 0.00' - SSMH #3 (48-INCH) EXISTING SEWER TRUNK LINE. jp� N: 688567.99, E: 2456200.51 -' � REFER TO APEX SEWER TRUNK p� v�= STA: 6+12.43 OFFSET: 0.00' F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC PHASE 1 PROJECT. �8.w o N: 688491.53, E: 2456397.21 / SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM 11J p� 3 - - - - - _ _ �8"w�8„w N \ THE PROPERTY LINE TO SANITARY SEWER MAIN. Q SSMH � - G. NO PERMANENT STRUCTURES INCLUDING BUILDINGS, �159• - - - SSMH #4 (48-INCH) STA: 9+23.32 OFFSET: 0.00' , TREES, OR DEEP TRASH ENCLOSURES) _ STA: 7+24.26 OFFSET: 0.00' N: 688341.96, E: 2456625.72 CARPORTS, �� N: 688416.98, E: 2456480.57 FUTURE APEX NORTHWEST ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 2 _8 STA: 9+57.30'w SUBDIVISION SEWER, OR RECYCYLED WATER MAIN EASEMENT. \(o m $w� ��S9• \ STA: 12+93.77 Tor' // o o 2 2 \ 8,• \ L: 53.4' �X Top T . H o� STA: 8+55.1 1 \ 2 L. 4�Top �_Top TpJOY o STA: 4+72.04 m sa 1 2 STA: 3+78.34 L: 35.1' STA: 5+48.96 2 \ L: 45.9' 2 TOP 2 STA: 10+46.04tQj�/ KEYNOTES 8 0 L: 45.4' L: 34.6' ® o T p Tol: 45.5' Ln STA: 3+04.66 I I T + \ >>� \\ op p top / 2 / O UTILITY MAIN/MAIN CROSSING z / MAINTAIN VERTICAL AND HORIZONTAL O L: 44.5' STA: 6 41.09 \ \ STA. 10+98.04 Q� p� POTABLE/NON-POTABLE MAIN LINE SEPARATION Ln 2 FUTURE APEX NORTHWEST L: 41.9' \ p $"w / A r r m STA: 2+39.66 2 - - L: 45.5' PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER � 2 " N SUBDIVISION \ � o '-'-' L: 44.5' o/ NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu N STA: 1+79.66 \ \ `' 2 STA: 1 1+52.04 / INFORMATION. L: 44.5' / STA: 7+13.92 L: 45.5' 13g• o ° m L: 43. \ / \ \ �8 N r , o 6' 2 / \ © UTILITY MAIN/SERVICE CROSSING EXISTING SSMH #1 T 2 toa' 2 \ STA: 12+06.54 s \ MAINTAIN VERTICAL AND HORIZONTAL ,c STA: 1+00.00 OFFSET: 0.00' \ $� N: 688567.75, E: 2455899.11 ^ �\ TOP \o \ \ L: 45.5' i / w� / \ Q ` POTABLE/NON-POTABLE MAIN/SERVICE OR 0 1'STA: 7+84.22 STA: 9+71.44 \ 2 SERVICE/SERVICE LINE SEPARATION PER CITY OF A MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 L: 44.5' \ `b L: 37.8' 2 \ '�// y SHEET C1.1 FOR ADDITIONAL INFORMATION. SSMH #7 (48-INCH) / \ �C 1. CORE DRILL MANHOLE AND RE-CHANNEL BASE PER CITY STA: 10+01.54 OFFSET: 0.00' STA: 10+58.04 \ , y OF MERIDIAN REQUIREMENTS. o / 46 1b N: 688321.75, E: 2456701.29 L: 44.5' 2 \ �1t ��\ ti5 Sh, /� 2. INSTALL 4" SEWER SERVICE TYPE "B" PER ISPWC \ e� SSMH #5 (60-INCH) / el).- ` SD-51 1. \ STA: 8+59.72 OFFSET: 0.00' STA: 1 1+26.04 y 90 / °s' N: 688314.02, E: 2456568.59 / CS 3. INSTALL 14' WIDE GRAVEL MAINTENANCE ROAD WITH 10" o \ 5 L: 44.5' Q 2 \ ] MINIMUM CRUSHED 3/4" ROAD BASE PER CITY OF _� �` p� / / •( MERIDIAN STANDARD DRAWING G2. \pi /Q` STA: 12+00.54 \ FUTURE APEX NORTHWEST L: 44.5' STA: 24+03.51 \ \p� SUBDIVISION � L: 44.7' SSMH #8 (48-INCH)" STA: 12+71.54 OFFSET: 0.00' N: 688140.58, E: 2456901.48 `O \ ^' u 1 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 LL 2740 ^ o LL, Z 2740 Ln O Z z ^ =o \ 0o zv�i " o „ ) o w 3 z� 2 00 / = z O o � I o 00 z =o o p w Z� �� Q� 00 00 * 00 Z,� Zw 00 o ��� 6 - CO 55 Q 2735 00 o 0 N 00 N � i o o (D ao r � N �N0) � � �N � t � ui +MN 2735 Lu ^ o - Q'tLO0 � N� Z (D N > o v + rN +o FINISHED GROUND r, Z + j r m > ) 200N ZO r- Q0 C14O ZO , E 00 N EXISTING GROUND � g > > > > > Q Q 0 � ? v cn �~ ? ? W 0 w 3: U)z � - o �n o E Co �o � - - - - - - - - - - - - - - - O=H 5G _ rw2730 r, Lu =o Noo c9 o0 Zo Lir) n � N N PO Z L� 00 00 OO 00 NV O IO o � O ZONo� 000 �O 00 Co (D In Cq 00 W Z 'tOh MN� r- � > >+Nr- Z Mo NZ) U)U) N O NM 2NZZONQ ON `N >> > > QD zzz z wcio z z z z o 2725 2725> zzVJQ n x N _ W 2720 2720 2 0.0' of 8" PVC ® 0.40% z p a 2715 2715 X ® 1.71% U 35 5' of 8., Pv 78.2' if 8" PVC @ 1.71% D LL 1. 0% 2710 $, { 8" PVC 63.6' of 8" VC ® 1.72% 2710 o z a 211.0 of PVC ® 0.83% O N N g 301.4' of 8" PVC © 0.83% Z 2705 2705 O Z ENGINEERING L.L 3 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639-6939 7 w EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com z FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N 2700 2700 DESIGN BY: LCK DRAWN BY: LCK Z O Cn (O o O M O N O o n N O o n O O 00 00 O o N Lo O O 00 n O n O Cy) N N Co Cn (O ' a n N r j N N 04 N �i n r i n Ln 0) o o m of of 0i p p CHECKED BY: LCK Q N N N N M N M N M N M N M N N N N N N N 17 N) O N O N o N O N � ) In N r� N z N N N N N N N N N N N N N N i ) � r 7 n r7 o r n n r- n r- r- r- r- n n r n r n r n n n r- n r- r n DATE: MAY 2024 N r N N ^ N N r- N r N N r- N ^ N r- N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N PROJECT: 22-055 c z 0 SHEET NO. c V 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 C5.0 C .O W 0 N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. ��� \C E N SF Q B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. a a / Q / =I C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 5/24/24 o oQ Q 00 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE Q FUTURE APEX NORTHWEST I I I T°A a"w 8"w a"w »w 8"w 8"w $..W ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9� 9TF 0f \�PIv ad oe , �� SUBDIVISION �� \ SD-507. h•���1 \Nc�F. C• K D. INSTALL STANDARD SERVICE MARKERS PER CITY OF r \ MERIDIAN STANDARD DRAWING SW3. oQ � PI PI PI PI PI PI PI PI PI PI PI P PI PI PI PI I PI PI PI PI PI I PI \ - - - - - - - - - - - - E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER �o �� °q / SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY Q co T top o EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR SEWER ALIGNMENT "B" EG EG °� p TO INSTALLATION. SERVICE LENGTH AND INVERT ARE z m SEE SHEET C5.2 G EEG EG EG BASED�o p �c, BASED ON STUB LOCATION. STATIONING TAKEN FROM LjjEG a a N EEG_ Ec oFT4� T���C° \ CENTERLINE OF SEWER ALIGNMENT. E �G G G G G G -O Z G L G G e G G G G G G- G G G " G G G T9P-eT-GE G G G G Ec w m W F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC \C M NQ�it7 z 00 I EG VG F� Fc SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM 1 G G G G �� G G WO W\y� � W GL-G G EG G G G G- G ` G -SSMH #13 (48-INCH) G G THE PROPERTY LINE TO SANITARY SEWER MAIN. Q �oQ \ EG EC-�EG EG -EG�/ Fc E ,STA: 22+63.46 OFFSET: 0.00' i o Ec EG I EG EG EG�� N: 687635.55, E: 2457644.33 G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, - PI PI SSMH #10 (48-INCH) IU PI PI P PI PI PI -- 12 PL -- �2�L - - �2�1- - -12PI- - -L2_PL - - 12PJ- - - 12 2L - - - �2�L - - �2�1 - - -12�1- _ 2 PI CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP - - - - - - - ROOTIN WATER SHES LIC Q p\ STA: 14+10.92 OFFSET: 0.00' I o \\� 21 SEEWERGORURECYCYLEDEWATERINMAINBEASEMENT AND ) N: 688207.60, E: 2457012.22 PI PI PI 8"w 8"W 8"W 8"W 8"W 8"W 8"W 9° 9°, 8"W 8"W 7- 8"W 8"W 8"W 8"W = = 8"W 8"W 8"W 8"W 8"W 8"W 8"W O 12"PI 12"PI 12"PI - - - - - - - - - - - - - - - - - - - - - - - - 19+00 20+00 E. PRICKLE DR. 21+00 22+00 \ 8"sl 8"s 8"S 8"Sl $..S 1.1� 8"s 81's a \� STA: 23+10.59 KEYNOTES SSMH #9 (48-INCH) y - - - - - - - co so, �d 13 INV: 2738.22 a /�� as x S L: 51.5' 22 ®r+ cn STA: 13+58.40 OFFSET: 0.00' - N: 688204.99, E: 2456959.76 �/ / 2 SSMH #1 1 (48-INCH) - - - - - _ _ _ _ - _ _ _ _ _ _ 8 UTILITY MAIN/MAIN CROSSING Z / STA: 16+89.79 OFFSET: 0.00' 1 1 N 5 MAINTAIN VERTICAL AND HORIZONTAL O - - N: 688020.49, E: 2457218.98 - - 3 ;0 SSMH #12 (48-INCH) POTABLE/NON-POTABLE MAIN LINE SEPARATION vn FL I �h STA: 19+99.79 OFFSET: 0.00' a SSMH #14 (48-INCH) �� PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j Lu 3 Lu N: 687812.48, E: 2457448.83 STA: 23+10.59 OFFSET: 0.00' _ NOTE 2 SHEET C1.1 FOR ADDITIONAL a n SD N INFORMATION. a N: 687588.48, E: 2457646.68 STA: 13+24.54 FUTURE APEX NORTHWEST _ _ _ - - - s 00 S L: 44.5' SUBDIVISION O 4 6 STA: 23+48.76 �9 BLOCK 10 O a O INV: 2739.43 STA:� 23+58.76 © UTILITY MAIN/SERVICE CROSSING� 1 a 3 � � � L: 38.5' s INV: 2739.69 23 MAINTAIN VERTICAL AND HORIZONTAL _ I I rn I } I L: 51.5' N POTABLE/NON-POTABLE MAIN/SERVICE OR °' a- Q SERVICE/SERVICE LINE SEPARATION PER CITY OF N _ w w MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 EG MATCH LINE - a SHEET C1.1 FOR ADDITIONAL INFORMATION. � a oo z BLOCK 16 + 1. INSTALL 4" SEWER SERVICE TYPE "B" PER ISPWC co sn - -$ S- - - SEE SHEET CS .O � O s I STA: 24+14.76 I 00 N z SD-51 1. O3 O7 INV: 2741.14 00 a I o '003 rn Q L: 38.5' vi STA: 24+33.55 24 2. INSTALL 14' WIDE GRAVEL MAINTENANCE ROAD WITH 10" z � � INV: 2741.63 MINIMUM CRUSHED 3/4" ROAD BASE PER CITY OF N - - s L: 51.5' / MERIDIAN STANDARD DRAWING G2. cc acoa Q I SSMH #15 (48-INCH) STA: 24+56.54 OFFSET: 0.00' a I 3 I N: 687480.26, E: 2457548.744 O SEL co c v STA: 24+56.54 0 � a I rn `� O INV: 2742.44 �`O ECG\/L: 41.0' �° i 00 a 3: I � I / q"p 3 W '00cc _ Ig II; n v / �p\ Ln 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 u- 2755 2755 O a- w > _ oZ _ zo o ^z )L 00 Q Lu Q o N 10 00 2750 3: Z o "� *,t CO _ 2750 Z w Q M UO 00 �J5ON N / J CO D) +r- D^ 10 0 0 0) �OaO � N mNNO O '' ^^ ^^ �� O c + C.1 F- N H S Z V l Q Q W Z Z O 3: z 0 U)U)0_ Lu O O vv^ M N N N Z� �� NON 5 V)V)EZ ? 2745 Lu Lu 00O z 10 � SNN Z O / _ ^ O O V) > > // I1/ r7 ai 6) N U)U) _ W�W O / Lu� O+pp) NIN� ?i z 00 =�NZZ p O � J 2740 1 0 00°° a� >> > - - z Lu Q �, 00 r FINISHED GROUND ( it z z z 1 2740 i _ Lu UO � 00 ZWO v00 +MNN 2,g% c- tD I� D cc Z O 00 W 00 _ Z Z O10 - vG > > > a of 000 'trn� (o r- NN� zz 0 06� Oo_� r 2735 0)� r ry EXISTING GROUND - 2735 +r> Z +r; O = U);� > > N m > > - - U U)U)C z Z N N 0 z ? - „ PVC 1.20% _ _ _ - - - 263 7' of 8 z 00 a 2730 47.1' of 8" P C ® 2.78% 2730 O m X m u D m = 2725 Pv 2725 o zZ ° 8 \0 0 a O 0 U Z 2720 2720 O 278.9' of 8" PVC @ 0.40% I E N G I N E E R I N GLL 3 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639-6939 7 w EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com z 3 2.5' of 8" PVC © 0.40% FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N 2715 2715 DESIGN BY: LCK 86.9' of 8" PVC ® .40% 00 I� cD o cD M r- co co M � 00 M � rn N I� O N N o DRAWN BY: LCK M O cp r7 � � O 00 0 N N O 00 n N 00 ^ M N O O c0Ln O O 00 00 N O n � (D O) Ln N 0 0 �i N n M Sri u-) co I� 00 0) 0i o �i Li co CHECKED BY: LCK Q M N M M r) r) N r) N r� N p7 p7 M M r) r) cD r) p,) 00 M 00 p 1 a0 N7 O) O N M z M r7 M to p7 p7 M M p7 p7 M M M M M r) r7 Z O ^ 1� ^ n N � n n n n n n n n n n n n ^ DATE: MAY 2024 N N N N N ^ N 0 N � N r N ^ N N N N N r N r N 04 N N N N N N N N N CN N 04 N ^ N 04 N 04 N 04 N � N � N N N N N N N N N N N N N N N N N N N N N N N D PROJECT: 22-055 c z D SHEET NO. c V 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 C5. C . w 0 N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. ��� \C E N SF Q B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s> 5/24/24 �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9� 9TF Of \QP SD-507. Iv D. INSTALL STANDARD SERVICE MARKERS PER CITY OF FUTURE APEX NORTHWEST MERIDIAN STANDARD DRAWING SW3. SUBDIVISION 0 E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER m I I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 4"PI 4"PI 4'ri- "PI 4"PI 4"PI 4"P� "PI 4"PI I EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR c? w TO INSTALLATION. SERVICE LENGTH AND INVERT ARE ca BASED ON STUB LOCATION. STATIONING TAKEN FROM I I I I CENTERLINE OF SEWER ALIGNMENT. F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC I I SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM 1u CD m \I " I BLOCK 17 I " I THE PROPERTY LINE TO SANITARY SEWER MAIN. Q 1 I 75' WILLIAMS oC I m I G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, FUTURE APEX NORTHWEST PIPELINE EASEMENT I C1 � O O O4 O3 O2 1 O0 o I CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP SUBDIVISION I I I I CA L, I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND z O7 I Y co I SEWER, OR RECYCYLED WATER MAIN EASEMENT. g STA: 1+00.00 STA: 1+52.28 STA: 2+12.28 STA: 2+72.28 STA: 3+33.78 oFr 63 z INV: 2741.72 INV: 2740.03 INV: 2738.47 INV: 2736.91 INV: 2735.32 a m Li= - \ �%" " L: 54.8' L: 51.5' L: 51.5' L: 51.5' L: 51.5' I w I I o g \ I 0 KEYNOTES I LI CD C FUTURE APEX NORTHWEST � J �, SUBDIVISION N - - - - - - - - - - - - - - - - - AL - - - - - - - I O UTILITY MAIN/MAIN CROSSING z ~ _ I MAINTAIN VERTICAL AND HORIZONTAL O O •' N y y, y y m " POTABLE/NON-POTABLE MAIN LINE SEPARATION N 'W 8„W 8"W „WI 8"W 8"W N 8"W 8"W 8"W 8"W .. 8\"W 8 i 8°W 8"W W 8"W 8"W 8"W 8' 8' I - 90• _ _ _ _ J - - '�o• d ' I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER Lu 2+00 3 00 °�4+ 0 NOTE 2 SHEET C1.1 FOR ADDITIONAL w 8"s 8"s 8"s 8"s 8"s 8"s s 8"S 8" 81'S 8"S 8"S II �\ 1 INFORMATION. SSMH #11 (48-INCH) I o o• ao SSMH #12 (48-INCH) S. HIGHMARK WAY s STA: 1+00.00 OFFSET: 0.00, SSMH #16 (48-INCH) STA: 4+00.78 OFFSET: 0.00' STA: 2+47.50 OFFSET: 0.00 © UTILITY MAIN/SERVICE CROSSING -N: 688020.49, E: 2457218.98 I N: 688129.85, E: 2457317.96 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N: 687812.48, E: 2457448.83 MAINTAIN VERTICAL AND HORIZONTAL 1 00 SSMH #17 (48-INCH) 0 b I `� STA: 1+00.00 OFFSET: 0.00' I r (C, . IPOTABLE/NON-POTABLE MAIN/SERVICE OR a2 I SERVICE/SERVICE LINE SEPARATION PER CITY OF c � I PI _ PI PI - PI I N: 687589.46, E: 2457247.01 mc - cn 0o I �" MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 "; STA: 1+19.92 STA: 1+97.28 STA: 2+63.28 STA: 3+27.78 � I SHEET C1.1 FOR ADDITIONAL INFORMATION. INV: 2740.88 INV: 2738.86 INV: 2737.15 INV: 2735.47 0 6, L: 38.5' L: 38.5' L: 38.5' L: 38.5' �, 1. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM I� FUTURE APEX NORTHWEST cSUBDIVISION c^ r, CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN 5 0° �` I STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' o 9 \ :9 I I WIDE. 0 00 O \ o, BLOCK 16 0° I 2. INSTALL 8" PVC SEWER MAIN AND 75 LF OF 16" STEEL N CASING PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST i c 0° I EDITION. 2' MIN. VERTICAL SEPARATION. I I L PI 4"PI I I I I \\ s 4"PIT- 4"PI 4"PI NI 4"PI 4"PI 4"PI I 4" cq � Q U Lu m I s J BLOCK 17 I m a I � ALIGNMENT " B" PLAN AND PROFILE ALIGNMENT " C" PLAN AND PROFILE o z N 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 z w w J J Pla " - ' [` cale: 1" = 5' Plan/Profile __l_. 1" = PI_L:l_ "@rhea' T = 5' Q L.L L.L 2750 2750 2765 2765 O � 0 0 Ln0 > = zoo E p w a CO a- 2745 2745 2760 2760 N z Lu Q Q emu O L LI W Z W C) - - z U) z C) 00 ^ 3 H 2740 T o o0 co 6 w v 2740 2755 o 2755 w z z co 05 C6 z o cow - W W � � � � c Z r N co 0) =o W O pry N N O m 06 0o V V ±N z z p FINISHED GROUND N zj z Q Q Q > > > M N100 2735 o Z z z EXISTING GROUND m N N Z 0 2735 2750 2750 LJJ 0 0o r (/) NNmz z �o F- W V) Q _ cncnF ? ^^ z EXISTING GROUND =o v� " 2730 2730 2745 _ Z o - " 00 2745 00 00 \ 000 (n \ 00 pry Oi O N \ \ NrkONN r \ �OOorr (:N 7 FINISHED GROUND \ \ _ N z z =o L a 2725 2725 2740 \ \ V)�4:� > > > 2740 z z z X N U) Q U cD m N N N 1 2720 ------ 2720 2735 00 8' °f 8' 2735 Z z 8 2.6 N J 39' O O U N 2 147.5' of 8" PVC ® 0.40% Z 2715 2715 2730 2730 O Z ENGINEERING L.L 3 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639-6939 7 w EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com z 271 O FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 2725 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2725 DESIGN BY: LCK DRAWN BY: LCK / z a0 r 0) N N r2 � 00 O n � M LL z � � � °? � � � 00 � 0 � � � � � (0M V) M (0 CHECKED BY: LCK Q o r r r r r r r r r r r r r r r r r r r r DATE: MAY 2024 z u N N N N N N N N N N N N N N N N N N N N - D PROJECT: 22-055 c z SHEET NO. c 0+50 1+00 1+50 2+00 2+50 3+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 J V Vl O N Ilii 2 _ --B,- 30 SHEET NOTES EG EG� ' ie EG E- �E�E 30"GI �" / /; -- - - - - - - A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fN�� -EG�E_ 30„GI_ 30 GI O / --- NOTES. O� ��CENSF EG 30'GI 7 9 R a 30 GIB / B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 - - - 4" i 4"P� I 5/24/24/ OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `f'> �o ,;C. ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9 9TF OF �QP C� a Iv .BLOCK 17 / co / D. INSTALL STANDARD SERVICE MARKERS PER CITY OF C K /O STA: 7+00.67 MERIDIAN STANDARD DRAWING SW3./ � / O FUTURE APEX NORTHWEST INV: 2740.20 / Q 14 E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SUBDIVISION L: 86.6' / /SSMH #20 (60-INCH) SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY C� EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR r STA: 7+0 OFFSET: 0.00' BLOCK 16 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE N: 687402..88, E: 2457086.48 BASED ON STUB LOCATION. STATIONING TAKEN FROM STA: 7+54.00 13 12 CENTERLINE OF SEWER ALIGNMENT. 2 OINV: 738.34 F.9 / / INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC / N STA: 8+16.65 SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM Lu STA: 6+92.59 INV: 2738.94 / _ " INV: 2737.21 THE PROPERTY LINE TO SANITARY SEWER MAIN. a 0 L: 57.4' e'er L: 50.7' G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, a' o coo - i CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP 8-w ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 00 , 6 SEWER, OR RECYCYLED WATER MAIN EASEMENT. +00 8 \ \ STA: 6+26.82 / ,3 'sue. 8 : $s P�Sl KEYNOTES # INV: 2737.72 / '0 \ L: 55.0' y SSMH #21 (60-INCH);_ \ `b STA: 8+04.99 OFFSET: 0.00' r S / O UTILITY MAIN/MAIN N/MAI CROSSING HORIZONTAL O / N: 687332.88, E: 2457163.83� >16 0 5 3 N i MAINTAIN VERTICAL AND POTABLE/NON-POTABLE MAIN LINE SEPARATION vn �2" i PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j 2 / o STA: 6+20.82 15 � NOTE 2 SHEET C1.1 FOR ADDITIONAL w o INV: 2737.57 I - '` INFORMATION. � w e\ SSMH #19 (48-INCH) / 14 p STA: 5+29.68 OFFSET: 0.00' L: 35.2' o \ / y SSMH #22 (60-INCH) s �e\ N: 687280.32, E: 2456967.24 / CO \ STA: 8+82.26 OFFSET: 0.00' C P. / \ N: 687263.21, E: 2457197.24 \ cP \ © UTILITY MAIN/SERVICE CROSSING STA: 5+29.68 � \ � MAINTAIN VERTICAL AND HORIZONTAL INV: 2736.08 / \ \ 35 POTABLE/NON-POTABLE MAIN/SERVICE OR \ L: 67.9' / �\ \ \ SERVICE/SERVICE LINE SEPARATION PER CITY OF A \ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 FUTURE APEX NORTHWEST \ / STA: 9+37.76 \ 02 36 BLOCK 10 SHEET C1.1 FOR ADDITIONAL INFORMATION. / s INV: 2736.03 SUBDIVISION 0 L: 38.5' \ \ 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER 3 / O BLOCK 11 . �� \ EXISTING SSCO #23 1 MAIN PER CITY OF MERIDIAN REQUIREMENTS. \ \ STA: 10+16.76 OFFSET: 0.00' o / �x �• s / q 13 p N: 687128.71, E: 2457196.55 2. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC z O SSCO #18 / 05 \ / O \ A- \ STANDARD DRAWING SD-506A. STA: 4+56.69 OFFSET: 0.00' \ 0 \ eA N: 687265.81, E: 2456895.71 _ \ / $ 3. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM / - o STA: 10+03.76 \ CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN STA: 5+29.68 APEX NORTHWEST No. 3 STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' INV: 2735.88 INV: 2735.21 L: 75.5' L: 38.5' SUBDIVISION WIDE. s \ F,A�•�s i \ p STA: 4+91.66 \ C,1 INV: 2735.63 12 SID / \ \ 5° Al APEX NORTHWEST No. 4 \ a/� SUBDIVISION \ I..f) ALIGNMENT " D" 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 ILL 2755 2755 to O > = z z ^w CO w Q 2750 w Q 2750 = w cZ o ^ N LO O 0 ao 0� 3:_ O 3rZ P - 00 mo Z " 0) C14 Q O CV I t ZO 00 O 00 LO N OO O NO,i I, N I LLt 00 0O O O WQ ILLL- 00 _ LnL/ Q O't N H On 00 N O O 6) OA O Z O vOa Co co r*� _ - +rZ,-Z-D � ON- - 0000 O �NZ C14 C14 00 Co C14 O=- O U- 00 't N N OO N N2745 r- N Z Z O r r N 00 2745 wO rn V)� I� Z NN O t� W L 6i r N nnE =00 - O 00� NN O 0)r, N �N N � FINISHED GROUND o o °°�Nr a > > c Z 000, U) N c � ? ? � er wo> > > w�o = nN O C //V±ON (nN0Z Z Or- O Z7NZ � > Cn Z ZZ wQ 2740 wu)E uj0EZ2740 x ZJ- - - EXISTING GROUND - _ L u I o 2735 o 2735 N z 0 a 2730 2730 m X ` N V u D m N n 0 2725 171.0, 2725 Ln a r-VU (CD . q z a 104.3' of 8' PVC O N 1.04% " U N 73.0' of 8" VC @ 0.43% . 134.5' of 8" PVC @ 042% a O 18-- .42 of PVC @ 0 2720 z 2720 Z ENGINEERING L.L = 77.3' of 8" PVC @ 1.01% 5725 NORTH DISCOVERY WAY 3 3 BOISE,IDAHO 83713 O o PHONE(208)639-6939 7 w EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com z FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N 2715 2715 DESIGN BY: LCK DRAWN BY: U-) O cD 0) r7 in cD 0o 00 r a N I� M O � N 00 to cD 0) O _ CD M cD ^ � r7 O N r i ci N o 0 0 o 0) 00 ao CHECKED BY: LCK o n n n n r ^ n n n r r n r n DATE: MAY 2024 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 PROJECT: 22-055 c z 0 SHEET NO. c V 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 C5.3 W 0 N 2 SHEET NOTES AL �� IDLVI l� tUl ti u I A SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER <cSS\OpENSFNc�'y / 12"P* 1 "PI ' I� / I a Q B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 6860 moo, N I C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 5124124 CAm �?"r. OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9 9TF �QPIv / \ SD-507. �yC/ Of NSA m N C. K� / R \ � I _ D. INSTALL STANDARD SERVICE MARKERS PER CITY OF + `" I STA: 5+77.10 " MERIDIAN STANDARD DRAWING SW3. / 4 PIq� \\ / Fc BLOCK 10 I ? INV: 2740.99 \ \ 4^ r �/�a" I L: 74.0' E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 8y Fc Fc ®• 2e 16 ; " SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY s \ I' 30 Fc � o \a� STA: 4+05.52 I � EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR INV: 2743.47 I m 18 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 0 ec �� o\ STA: 5+69.60 0 c BASED ON STUB LOCATION. STATIONING TAKEN FROM � O L: 75.7' I o INV: 2740.63 CENTERLINE OF SEWER ALIGNMENT. 13 �� 30.. 14 m ci a L: 41.2' 8" \ °D 4 Oi �� O F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC \ e \ \ a� 2 SSCO #34 � ° SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM 1 3y \ 11 10 z SSMH #26 (48-INCH) RIM:2747.87 15 ; O SSCO #37 19 THE PROPERTY LINE TO SANITARY SEWER MAIN. \ \ 12 O STA: 4+52.64 OFFSET: 0.00' INV:2742.51 4" O RIM:2745.61 0 \\ \ I z 3 IN: 687295.35, E: 2457536.01 APEX NORTHWEST No. 3 a N SSCO #35 m O INV:2739.81 4" G. NO PERMANENT STRUCTURES INCLUDING BUILDINGS, STA: 3+99.52®� RIM:2747.86 c, 17 STA: 2+09.47 STA: 2+88.20 STA: 3+55.50 00 SUBDIVISION STA: 5+63.60 CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP INV: 2743.30 INV:2741.96 4 \ INV: 2737.17 INV: 2737.96 INV: 2738.94 N STA: 741.314 �2 L: 39.3' I INV: 2741.56 SSCO #38 O ROOTING BUSHES YL BE WITHIN PUBLIC WATER AND INV: 2741.31 13 ; SEWER, OR RECYCYLED WATER MAIN EASEMENT. \\ L: 45.5' L: 45.5' L: 45.5' I L: 46.1' N I L: 21.6' y RIM:2745.44 25 I O SSCO #36 INV:2739.51 4" \\ \ � ¢ ® � - - - - = A I RIM:2746.28 d'; oo EXISTING SSMH #27 _ - - - = SSCO 33 2 KEYNOTES STA: 3+43.13 OFFSET: 0.00' N I �INV:2741.12 4" CAIv, 0 # N: 687172.88, E: 2457846.80 - 3 ti y c� / \ I RIM-2740.1 1 -- '' "w 8"w 8"w s"w 8"w s"w s INV:2739.74 4" ° UTILITY MAIN MAIN CROSSING Z \ 1 006 2+00 3w+00 +00 -- 0 S. APEX WAY 15+00 / 8"S 8"SI $"S 8"S 8"S ;� 29 STA: 4+52.64 P -- s"s / MAINTAIN VERTICAL AND HORIZONTAL O 1?. T INV: 2740.16 26 ® �2- / pp y y s SSMH #30 (48-INCH) POTABLE/NON-POTABLE MAIN LINE SEPARATION cn SSMH 22 60-INCH °co 3 3 E. SNAG ST. , O - '5 as �S g # ( ) ��, s L: 20.5' P s.. 9 g•. STA: 5+77.10 OFFSET: 0.00' a PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j STA: 1+00.00 OFFSET: 0.00' �2- 5� $� S N: 687377.10, E: 2457953.76 NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu N V) N N i �, SSCO #32 O -- a'S I eye INFORMATION. w N: 687263.21, E: 2457197.24 �- - - - - � - - - - - - - - - - - RIM:2738.52 - a� `�o. INV:2738.15 4"C115 $S " kpp / w / © UTILITY MAIN/SERVICE CROSSING 13 Cb I I STA: 4+45.14 2 as ew N 1 EXISTING SSCO #28 I MAINTAIN VERTICAL AND HORIZONTAL O STA: 1+81.50 STA: 2+41.50 STA: 3+01.50 STA: 3+61.50 STA: 4+04.72 INV: 2739.44 N, / STA: 4+06.14 OFFSET: 0.00' I / POTABLE/NON-POTABLE MAIN/SERVICE OR INV: 2736.89 INV: 2737.49 INV: 2738.09 INV: 2739.06 INV: 2739.87 L: 64.3' rn, J a 27 ® o W N: 687231.71, E: 2457869.38 I SERVICE/SERVICE LINE SEPARATION PER CITY OF O a S L: 44.5' L: 44.5' L: 44.5' L: 44.5' L: 47.0' a 1 0 SSCO #31 O2 - §' I ci" I e \ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 Q N RIM:2737.43 ew - i SHEET C1.1 FOR ADDITIONAL INFORMATION. w SSMH #29 (48-INCH) 36 35 34 33 32 31 30 INV:2737.06 4" - I I STA: 5+03.11 OFFSET: 0.00' N O \ I N: 687322.25, E: 2457904.12 / 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER i- SSMH #25 (48-INCH) \ I m a MAIN PER CITY OF MERIDIAN REQUIREMENTS. Wo 0 z STA: 4+04.72 OFFSET: 0.00' \ I ; I / 2. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC z 12 I N: 687261.64, E: 2457501.96 STA: 4+39.14 2 ® \ I I �, / STANDARD DRAWING SD-506A. J INV: 2738.77 8 3. RETAIN AND PROTECT EXISTING 16" STEEL CASING U a 0 I L: 85.4' m �, c, BLOCK 15 /a � INSTALLED WITH THE MCBIRNEY LATERAL PROJECT. `n \ I m / p� INSTALL 8" SEWER MAIN IN STEEL CASING PER CITY OF 'I 6 PI 4 PI 4 Pi 4 P Pi 4 Pi -4 Pi 4 Pi 4 P1 4"Pi 1 4 Pi 4 Pi °\ POOL I I O " / r MERIDIAN STANDARD DRAWING No. SW2. CONTRACTOR cl� o\ ai I I �+o SHALL LOCATE AND VERIFY CASING ELEVATIONS PRIOR TO l pr CONSTRUCTION AND NOTIFY ENGINEER OF ANY DESIGN cp, - ` / CONFLICTS. APEX NORTHWEST No. 4 APEX NORTHWEST No. 3 SUBDIVISION r °° � / FUTURE APEX NORTHWEST SUBDIVISION o, � I � � o /a SUBDIVISION O I c�m \ / \ I I Ln ALIGNMENT " E " PLAN AND PROFILE ALIGNMENT " F" PLAN AND PROFILE o z N 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: " - " - ' Plan/Profile " - tale: 1" = 5' Q LL LL z J J 2755 2755 2765 2765 O O LnO or_ or_ ^ w^ � zoo Z�v ZN � p z z Lu Q Q =o V O Co V O00 G 2750 Z� °° Z� 0 2750 2760 2760 N Z �u Q Q r, Co 0 -00 o r) r) N 00 - 't ' � � u') `.....; ZO ZW 00 (V' I, r N N�L6NN H Q _ t/) w w L� 00 00 + O W _ C)o 0) 0) 2�NZZ 0 2�Nzz O z z 0000 0 �Q » > � » > H H ONOO N (nH- ZZ Z (/7(n Z ^ ^ 2745 N o N 2 O N `�`� - - - - 2745 2755 o ) 0 Z 2755 = Lu �-MO _ w w _+r- z z p FINISHED GROUND ^ ao o z o "00 o z v � 2 = 2 2 (nn >> > - - - - o 0 coo � Zo Co � w Z Z cn cn o z z z 0 0 _ ,n _ - NO Co 0 i� �N Cp M 1 Ili O v _� 00 r- U)700 N NMCq n N �Co O r J J z 1u a a V) C° M z o r FINISHED GROUND o+ z 0 po N 2750 x N 2740 - - - - - - - - - - , 2740 2750 U, ,� +,� 2L0N - O M� N M N .. .. Q > > c�� N x�� >EXISTING GROUND N N Z Z _LO N z o w EXISTING GROUND �i � N ��N g �� `� � I +rZ 0O Wcno ? (�nH� z Z 4 H r)N - - O 1 wU)� Z z \ 2735 , 2735 2745 - - - - - 2745 V47.9' of 8" PVC ® 0.60% �� z a 2730 2730 2740 2740 X JG 3 N rri N { $ D LL 2725 2725 2735 2735 o z N 7.0' of 8" PVC ® 0.60% 74.0' of 8" PVC ® 0.61% O 0 6 .0' of 8" PVC @ 0.60% Z 2720 2720 2730 2730 O Z ENGINEERING L.L 3 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O o PHONE(208)639-6939 7 w EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2715 2725 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2725 DESIGN BY: LCK DRAWN BY: LCK �// ao0 N O Cn � N I� Ln r) Cn V) O 00 N O) M O 00 LJ� o o N N N N n 4 L U r U-i CHECKED BY: LCK Q Z 't U � 't � r- z o n n r r n r- n n r � r r r r- n n r DATE: MAY 2024 N N N N N N N N N N N N N N N N OV It N N N N N N N N N D PROJECT: 22-055 c z SHEET NO. c 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 3+00 3+50 4+00 4+50 5+00 5+50 6+0005.4 Lu J V Vl O N Ilii 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. SSvAAL N Fc�'t' B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 4 \\ CHANGES OF DIRECTION PER CITY OF MERIDIAN\ \ 0 50 100 150 REQUIREMENTS. 686� \F es F \ 1- 2" BLOW-OFF ASSEMBLY FOR O6 FUTURE WATER MAIN EXTENSION Plan Scale: 1" = SO' J, 5124124 o \ \ 8 _ \ C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN Q / \ ^ \ N: 687946.87\: 2457325.66 STANDARD DRAWING SW3. yC, 9TF OF D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF COVER. 0 E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W1 1. \ / X �' \ c' \ F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP �/ O �<v \ �c• \ 1-8" TEE 0 ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 6 \ 2-8" GATE VALVE o SEWER, OR RECYCYLED WATER MAIN EASEMENT. ALc N: 687836.49, E: 2457447.63 � \ w �� J \ 10 LF 8" PVC Lu 1-FIRE HYDRANT ASSEMBLY O5 o I o %K \1-8" X 8" X 6" TEE o CIVIL ACRONYMS \\ 1-6" GATE VALVE $ \ �s 10 LF 6" PVC \ STA: - ROAD STATION O2 \ \ N- 687829.47, E: 2457455.39 \\ MJ - MECHANICAL JOINT 1 ) o o FLG - FLANGE / s o o I N: - NORTHING c \ � E: - FASTING % \�' \ , \ -0I L - STATION OFFSET LEFT o R - STATION OFFSET RIGHT o N KEYNOTES ® O \ \ c \ N ul O UTILITY MAIN/MAIN CROSSING w 2 MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 C1.1 FOR ADDITIONAL 2 R N a © UTILITY MAIN/SERVICE CROSSING 1-8" 45' ELBOW MAINTAIN VERTICAL AND HORIZONTAL N: 687649.12, E: 2457654.67 POTABLE/NON-POTABLE MAIN/SERVICE OR ® fc JG / a o• Fc/ \ \\ �_�� O / Q / 5 es \ I SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 30i�/ to CO 6 / F / \ \ c \ SHEET C1.1 FOR ADDITIONAL INFORMATION. 3Fc \ J �Q` / \ 75 LF 8" PVC °0 7op \ °ci 'Co o �� O5 1-FIRE HYDRANT ASSEMBLY 2 ��h Q \\ 8s \ , p \ 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" <v s / O a \c \\o Top \ METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN 1-8" X 8" X 6" TEE / +� / \\ s \ � p \ STANDARD DRAWINGS W1, W2, AND W6 1 6" GATE VALVE � \� 10 LF 6" PVC N: 687617.39, E: 2457249.35 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" � ro 2 O6 \ m o, o c METERS AND 3/4" METER SETTERS PER CITY OF g / I �; I \c MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. O 30 Fc \� c \ \ 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE s / \ AND NON-POTABLE MAINS. � s S / 'Oi 21 / \ c ����� \\ \ 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE v�47 Oj / y 1-8" 45° ELBOW WATER MAINS AND SEEPAGE BEDS. N: 687576.00, E: 2457658.31 c yam LPG' \ \4 \ / / o��� 15 LF 8" PVC ��4j\�F, c \ \ ' 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD . \ DRAWINGS W8 AND W9. 6. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN r1b 1-FIRE HYDRANT ASSEMBLY r Fc STANDARD DRAWINGS DETAIL W13. L.n � / c O5 \c \ 1-8" X 8" X 6" TEE 1- 2" BLOW-OFF ASSEMBLY FOR 7. METER SETTER SHALL BE LABELED WITH LOT AND BLOCK c)4W, / ��\ \f O / . 0 / 1-6" GATE VALVE \ FNTU687455.45,MAIN 24580481026 \ NUMBER. O 3°., fc z \ \ c Q N: 8 6" PVC ®_Q� c N: 687565.82, E: 2457649.10 \ 8. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM / �QJ R• \ BLOCK 16 3 �� + �� / 5 1 FIRE HYDRANT ASSEMBLY \ F� \ / / o Fc, / Q tii �O• CRUSHED 3 4" ROAD BASE PER CITY OF MERIDIAN z Q A 1-8" 1 1.25' ELBOW �• \ .Q 2 / / \� 3c� 1-8" 22.25° ELBOW s s / 23 1-8" X 8" X 6" TEE \ ��C'i STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' O 1 a / P� / "'0/-N: 687453.38, E: 2457547.35 / / + 1-6" GATE VALVE \S'F4' �o ` WIDE. _ OL O , \�N, RA, \ �\ \3o c\Fc �� \ 35 LF 6" PVC \�F,LTQ� �`\ 9. INSTALL 8" PVC WATER MAIN AND 75 LF OF 16" STEEL 1-8" TEE �. / �\ \ \ / 19 N: 687375.74, E: 2457976.13 \ CASING PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST > = z 2-8" GATE VALVE / �i' / a �\ 3°\ 1 20 O c �/ EDITION. SEE PROFILE ON SHEET C6.1. - W N: 687426.59, E: 2457076.68 / xA � � � �� / 1 +Q` O \ `� � Q Q 10. RETAIN AND PROTECT EXISTING 16" STEEL CASING CO Q INSTALLED WITH THE MCBIRNEY LATERAL J� PROJECT. 4" I "PI 4"PI \� s c� ' W / \ INSTALL 8" WATER MAIN IN STEEL CASING PER CITY OF 55 LF 8 PVC / Fc\ �2 Q MERIDIAN STANDARD DRAWING No. SW2. CONTRACTOR (/) z > JQ,� \ ,� F fc m� 18 �s 2 7 \�Y�� / 8 \ SHALL LOCATE AND VERIFY CASING ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DESIGN Q O q� 8 O1-FIRE HYDRANT ASSEMBLY eo .a' o �Q CONFLICTS. (� / 1-8" X 8" X 6" TEE I 0 �1-8" 1 1.25° ELBOW \ d�� / g LJ..I O5 1-FIRE HYDRANT ASSEMBLY ��O �� ss `' \ 13 O 1-6" GATE VALVE I N: 687400.9, E: 2457537.91 Fcw\ S 6 17 7 1 s \ 1-8" X 8" X 6" TEE 2 \ 12 10 LF 6" PVC Soh / s A _ 1-6" GATE VALVE \\ N: 687284.19, E: 2457506.74 I > I 4Pi ��\ °j F° Fc O / x00 a c REFER TO SHEET C6.1 FOR WILLIAMS = W 10 LF 6" PVC / / \ as 8' I 0-00 A Fc 3°•. F\pi PIPELINE CROSSING PROFILE. N: 687336.59, E: 2456995.23 .6 / \ s �� \ 1-8" 22.5' ELBOW 11 10 I 4 p� A ci \ / c W \��\ �•. \ N: 687321.91, E: 2457192.35 I 00 70 LF 8" PVC 1-8" TEE 15 LF 8" PVC J I 1-8" 45° ELBOW F° / `0 2-8" GATE VALVE I 3o,fc 1-8" 22.5° ELBOW / \ �\ `�\� 1-8" 45' ELBOW I co N: 687314.60, E: 2457537.47 �2 p �� ci \� / \ 1-8" 22.5' ELBOW Fc N: 687288.33, E: 2456927.61 / �J \ ` ` \ N: 687272.68, E: 2457495.1 1 I ec P i 10 LF 8" PVC \ �\ �• N: 687274.12, E: 2457214.30 I O �\ 3°•- w 35 LF 8" PVC � �=^\ s so \ I 25 ci R + 11-8" 1 1.25' ELBOW \ < \ 2 2 / � 2 7 �--� = N: 687327.68, E: 2456987.17\ \ ���� QJGS N E 1-8" 22.5' ELBOW N: 687303.57, E: 2457910.82 Q �' - - - - 4� � BLOCK � � �� N �� s"w s"w s' s"w �`' s 2 . 16 R Fc o 2 14 g s"s s"s s"s $y-r-NAG ST.tsPVC s"s s"s $"s s 29 2 +� 10 30 c�\ec iz" O c r - - - JI �, \ 45 LF 8" PVC I Q / s 26 ® s 15 s .b Ct �� 30"c�fc Fc S \ EG_ Z 6, > cn w cn cn / W 3 LL OS- \ / I °D > i � 3 0" c I v; z - - - - - - - - - - - - - - - - - - - - REMOVE 2" BLOWOFF ASSEMBLY R � Q I BLOCK 11 I 0 I 1 2 2 W ; AND CONNECT TO EXISTING F N 8" GATE VALVE N SO I z I 1-FIRE HYDRANT ASSEMBLY 5 " I sD o I 1- 2" BLOW-OFF ASSEMBLY FOR 6 13 O \ 12 � N.I 6I 7 I27I 07I I. i45I7881.46 N O 2 c) 1-8" X 8" X 6" TEE \`® ro w 3 m FUTURE WATER MAIN EXTENSION I- - - - - _� _j v; I 1-6" GATE VALVE 27 I N m m N: 687281.20, E: 2456890.80 2 10 LF 6" PVC LL I I BLOCK 15 o O vi O0 Co00 I N: 687227.12, E: 2457214.06 (n N I 3 I O z 16 I 0 36 35 34 33 32 31 30 14 13 I S 6"s N o I I z 1 3 I REMOVE 2" BLOWOFF ASSEMBLY I O TOP TOP TOP TOP 12 AND CONNECT TO EXISTING I 00 I U a TOP TOP TOP TOP I I N: 687128A62E E: 2457213.55 28 �v_ I 00 Y I >s( I I I 0 D E N G I N E E R I N G LL = 00 6'PI 6 PI 6 API -6��PI 6 PI 6 PI 6 PI 6 PI 4 PI 4 PI 4 P r} PI 4 PI 4 PI 4 PI 4 PI 4 PI �I 4 PI 4"PI�4 PI 12'PI 12 1 I _3 I 5725 NORTH DISCOVERY WAY u 3 I S S BOISE,IDAHO 83713 I I PHONE(208)639-6939 O o w PROPOSED z 3 �I77! I POOL SITE kmengllp.com ' co APEX NORTHWEST No. 4 r � APEX NORTHWEST No. 3 NI °° I DESIGN BY: LCK 00 SUBDIVISION SUBDIVISION I" Z � � � � I DRAWN BY: LCK g I I I I a CHECKED BY: LCK Q o I I I- .-.- DATE: MAY 2024 z PROJECT: 22-055 c z 0 SHEET NO. c V V Vl O N Ilii 2 SHEET NOTES AL A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. SS\O�ENSFNc�'t' B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 4 CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. 6860 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN s> 5/24/24 �o STANDARD DRAWING SW3. yLCO-1 qTF 6f OQIv D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF 1Z//v C y\N� 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 2780 2780 > 2 W ac - 2770 2770 2760 2760 ° 75' WILLIAMS PIPELINE EASEMENT INSTALL 8" PVC WATER MAIN AND 75 LF OF 16" STEEL CASING 2750 STA.=1+32.50 I PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST EDITION. I 2750 FINISHED GROUND I I STA.=2+07.50 I I — — — — — — — — — I EXISTING GROUND cn - - - — — � I Q — 2740 I " I — 77 2740 O INSTALL 2" BLOWOFF ASSEMBLY 1-8" 45° ELBOW I O� I PER CITY OF MERIDIAN STANDARD — — — — — — — — — — — — - - - - - - — - - — — — — — — — — — =4 DRAWINGS DETAIL W13 - - - - - - - - - - - - - - - - - - - - - - - - - 1-8" 45° ELBOW O 2730 � - - - - - - - - Z � 2730 z c./) 1-8" 45° ELBOW 0 I Q I 1-8" 45° ELBOW z Q 0 I w I Q J L7 EXISTING GROUND 'CENTERLINE OF WATER PIPE ALIGNMENT N I (n Z 2720 FINISH GROUND (CENTERLINE OF WATER PIPE ALIGNMENT I 2720 ~ cLn N Q w CE coLO (000 nM o r 0) 0) L0 o � p p u CO (6 L L CO� P6 r7 N N N W It d It It� � � ^ � ^ � � r- r- r- r- r- r- � r` Lu Z N N N N N N N N N N N N N N N N N N z > Q OLu 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 p = 2 = W _ Q � � oc J WILLIAMS PIPELINE - WATER CROSSING PROFILE Or- 0 10 20 30 O Q z Profile Horizontal/Vertical Scale: 1" = 10' x W Q z m 0 N m U m p LL z c� 0 Z zQ V O O N N V N JIII Z lumo Z ENGINEERING L.L 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 O o PHONE(208)639-6939 wkmengllp.com z a DESIGN BY: LCK DRAWN BY: LCK g CHECKED BY: LCK Q a o DATE: MAY 2024 z PROJECT: 22-055 c z 0 SHEET NO. c V C6. 1 w o � N 2 SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SSvAAL N Fc�'1' B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. 4 1-12" X 12" X 4" TEE 0 50 100 150 C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD 6860 CROSSINGS. s FG\ \ 1-12" GATE VALE Plan Scale: 1 = 50 J, 5124124 o \\\\ \ 1-12" BLIND FLANGE 0 o D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS 1-4" GATE VALVE �C,�9TF 0f �QP� o THE LARGEST DIAMETER PIPE COMING INTO THE FITTING y S� N: 687952.14, E: 2457353.37 0 OR VALVE. //v C. Y, / \ \ a \ c \ I E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL o SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. 1-4" GATE VALVE^\ F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL \ G1 \ CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING N: 687904.32, E: 2457310.09 as egy \ \ SD-403. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM Q� \\ 8s a \\ \c \\ PVC OR APPROVED EQUAL. SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. H. INSTALL AIR RELEASE VALVES AND DRAIN VALVES PER w THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS Q 1 s ?y oc o WITH PROJECT ENGINEER DURING CONSTRUCTION. o IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH BOISE-KUNA. �\ °�\ oG \ o I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. °Q� O2 \\ �s ~" A� �., G \\ KEYNOTES 00 s e o \ MI \ c \ I-40 0 UTILITY/ MAIN/MAIN CROSSING\ G \ / \ MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY MERIDIAN REQUIREMENTS. SEE WATER Ln z NOTE 2 SHEET C1.1 FOR ADDITIONAL O tK / / \ \� s FA s \\ c 1-12" X 12" X 4" TEE I� INFORMATION. N \�C,� \ 1-4" GATE VALVE 13, E: 2457583.22 w N: 687744. \ I p UTILITY MAIN/SERVICE CROSSING - O4 'p �y G \ MAINTAIN VERTICAL AND HORIZONTAL s \ \ o $ \ I POTABLE/NON-POTABLE MAIN/SERVICE OR tK \ c \ \ SERVICE/SERVICE LINE SEPARATION PER CITY OF �? 1-4" GATE VALVE sF s \ G \ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 _ M7 / / N: 687696.31, E: 2457539.94 \ \ \ SHEET C1.1 FOR ADDITIONAL INFORMATION. m�' \\ 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. FG ci Fp \ s °y' / 2 \ (��2\ c \\ 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.1. 4? FG S 1-4" 22.5' ELBOW 381 // 5 es os AL\ �F�°o \, 3. INSTALL 2" SERVICE. 30.�cFc N. 687620.84, E: 2457053.54 / \ \ \� 1-12" 45' ELBOW N: 687641.95, E: 2457696.12 3o°G/ c \ BLOCK 17 \up_ P D \ s \ 3o G \FG \ / \ \\ 25 LF 12'\PVC 1p �Op \ /\ s OD 1 12" 45' ELBOW N: 687615.12, E: 2457697.46\ 60 LF 4" PVC 30-0 15 LF 4" PVC 1-4" 22.5° ELBOW 1-4" TEE 1-4" 90' ELBOW N: 687567.00, E: 2457033.15 N: 687572.71, E: 2457018.07 _ \� " / // 07 a \ o �2� b / �• 3 oc \ \ 3 1-12" 90° ELBOW • / /�FG Q / s // 22 N: 687525.39, E: 2457796.61 \\ p '� J � � 0 J o Ln e CF S o / • �P / c \ \ 1-4" GATE VALVE 4" � 1-4" 1 1.25' ELBOW / 1-4" 22.5° ELBOW G •Q� N: 687526.86, E: 2457139.1 1 // 1-4" GATE VALVE f� N: 687505.81, E: 2457367.54 / op\� / �Q��� \\ \ z � p, � 1 N: 687499.24, E: 2457207.90 Lu t- 1-4" 22.5° ELBOW O G C 3 N: 687465.12, E: 2457353.60 / / Q�Q c \ Lu BLOCK 16 Ln 0 40 LF 4" PVCo G\�FG / / o`0 o oc \\ /^\ 5 LF 4" PVC o� / ,70 LF 4 PVC °\F Q \ 1-4" 1 1.25' ELBOW / `� / ,\ / c �\ / ^`y 20 0 / `` Q IR N: 687438.66, E: 2456896.76 / + N / 14 0 \�� 24 oc COM � � \ 1-4 GATE VALVE � / 1-4 1 1.25' ELBOW LF 4" PV'• 4"PI 4" I � � � 1-12" 22.5° ELBOW s /��,, 1-4" BLIND FLANGE / / 1-4" 22.5° ELBOW F " p\�� I / FG N: 687416.26, E: 2457698.03 N: 687435.79, E: 2456892.66 / N: 687427.16, E: 2457304.60 �C � e 1-4" TEE � F Fc_ 18 Ss � s \ 8 I; Go N: 687426.90, E: 2457353.40 41, p 1-4" GATE VALVE �v s /� / ��/ 0 1-4" 22.5° ELBOW I �N 687375.14, E: 2457560.77� c Lu e .y es s \ N: 687426.53, E: 2457425.03 I \ \\^ g 261 4 s o G 1-4" GATE VALVE 3p \F tv / c W Q N: 687406.30, E: 2457478.47 I 1 °0 is Fc G\ 17 m Q •5 i-\ ss s \\\ 11 10 I I 4F 4 p �4 3\Fp Fp to/ �� / V 11-12 TEE 3 �1-12" X 4" REDUCER \FG 0 o N: 687334.84, E: 2457667.20�Fp S / �� \ / G� z `� 30 LF 12" \ I I PVC 1-12" 90' ELBOW \off Fp / { g ciP � x ° ci 1-12" 22.5' ELBOW ,R = w � EN: 687323.92, E: 2457696.06 tv N rs \ \ - - - - - - - - - - - - - - - - - - - - - -/ 5 / / gz:-_�v Q Ln W ���� �r a"w a"w 'w 'tiv a a'w a"w � s � 16 / � � FGaw, E. SNAG ST. / s Fc o c 14 s 8"s 8"s i \ I s / 8"s 8"S 8" 8"s 8"s 8"s s 29 / \Fc �� S 2CD m y 3 3 3 / s 26 s 15 s s 3o"c�FG 'Coc Q N wO s n o \ > S \ 3p+ / I aSSD I I cn o I - - - - - - - - - - - - - - - - - - - - 12 w 0 IR SO I 13 I z I En s 210 LF 12" PVC / j / \ _ U z I sD I O I � � � I 27 co w 7 N I o BLOCK 15 N 16 I w N 136 35 34 33 32 31 30 N 14 13 i 5 1 Ln N O 6's z Z o Y I I CONNECT TO EXISTING (, z TOP TOP TOP TOP 1200 a TOP TOP TOP TOP I 28 12" GATE VALVE o I N: 687114.55, E: 2457694.99 0 D E N G I N E E R I N G 6'PI 6 PI 6 API -6��PI 6 PI 6 PI 6 PI 6 PI 4 PI O 4 PI 4 P r} PI 4 PI 4 PI 4 PI 4 PI 4 PI �I 4 PI 4"PI�4"PI 12"PI 12' Ioo I _3 I 5725 NORTH DISCOVERY WAY S S BOISE,IDAHO 83713 PROPOSED PHONE(208)639-6939 0 -17: POOL SITE kmengllp.com z u' N j 00 DESIGN BY: LCK APEX NORTHWEST No. 4 r APEX NORTHWEST No. 3 I I I DRAWN BY: LCK SUBDIVISION SUBDIVISION Z I o- DC g I I I I CHECKED BY: LCK Q o I a DATE: MAY 2024 z PROJECT: 22-055 c z 0 SHEET NO. c V V 7 Vl O N Ilii 2 NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN ��SS\ocEL E4,0 STANDARD MANHOLE THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE P/L FRAME AND COVER Quo �� F ADEQUATE VENTING. LOCATE N IR RELEASE ROAD FRONTAGEEW WHEREVS WITHIN ER POSSIBLE. OMMON LOTS OR EAR 6860 s 5/2q/24 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. K\N� FIBERGLASS STUB 1"0 PE PIPE 24"0 CONCRETE VALVE BOX 4"O THREADED PIPE. LENGTH & COVER WATERMAN MODEL CR-100 CAP OR PLUG FINISH AS REQUIRED. AIR RELEASE VALVE (OR EQUAL) GRADE w -III IIIII11 ' II I III III III� 1-1/2"0GALVANIZED 'I III III III I I I' I I III I I I I I I I I I I IRON NIPPLE & 90 ELBOW LI*NOTE: LINE 1. 2'-T MIN., S-0" MAX. + BALL VALVE CURB STOP — IN UNPAVED AREAS (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC I 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.—III —III I IN PAVED AREAS OR Q SADDLE z ° a ; WHERE THE LINE IS N O I I I I 'd NOT FREE DRAINING. 19 " v1 ° I III Lu ~p I +1 1-1/2"0 GALVANIZED 6 MIN. Lu 8 °. _ IRRIGATION 3. FINDER WIRE AND Z IRON PIPE TRENCH 8 MAIN IDENTIFICATION = 00, OO OOO 00, OO 0O0 _ — BACKFILL a a TAPE REQ'D. PER w N O O O 0 _— v v c THE I.S.P.W.C. 4"0 PVC OR ABS = 0 O 0 O DIVISION 900. PIPE VALVE BOX = O OO O OO O — NOTCH 4"0 VALVE POLYETHYLENE - O O OO1"0 CLASS 200OO — — a ° I BOX OVER PIPE WITH _ O OO O 0 O O �0 NOO OFR MIN. CLEARANCE O00000 —I i i III i 1 1 i 1 i III— FROM PIPE = O O 0 O O O O O OO 1-1/2" BRANCH SLOPE - —0 O OO 0 O O 0c)o + _ o TEE TO DRAIN OOO OO OO OO O O O 0 + I O 0- O SCALE: NONE I_ — - 00 0 - I 1" O BRONZE CURB STOP- PROVIDE LONG RADIUS BEND I I I —1 I 1 1 1_1 H MAIN FORD OR MUELLER, OR I I I 1 1 1-1 1 1 _ 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. TAPPING SADDLE —I I I I I I I I— 11 I I 1 1 1 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 z 3/4" MINUS BASE, BY OTHERS z Lu w VARIES 4"-6" 0 c w O w w < > cn 0� 0� 0� 0� 0� 0� 0� 0� 0� PIT—RUN SUB—BASE, BY OTHERSLL. Fn Q O VARIES, 10 16 3: = p p p TEMPORARY BACKFILL AS p p p J 0 0 O O O REQUIRED TO MAINTAIN O O 0 ck 12"_COVER OVER SLEEVE Q Z w SUB GRADE ELEVATION, BY � _ — 1 OTHERS, SEE NOTE 1 BELOW W Q 0 0 3: COORDINATE WITH PAVING _ _ += PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT CONTRACTOR FOR REMOVAL 1 I—III—I — - SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND w Q OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. _ 5 0 LOCATED ABOVE SUBGRADE MIN. 6" N LID TO READ: FINDER TAPE CARBON MODEL 910T COVER "NON-POTABLE WATER - FOR IRRIGATION ONLY" 00 LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING O CLASS 00 (2) 3" CONDUIT 2WITH 1 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 L u MIN. 4" TRACER WIRE LOOP 0 » SKIDS PER ISPWC SD 307. MIN. no 6 SLEEVE MIN. 6 SEE SLEEVE SCHEDULE, THIS SHEET 2 ' VALVE NUT SEE DIA. SEE FOR MATERIAL AND MINIMUM SIZE NOTE 5 NOTE 5 z O ISOLATION VALVE 10" CLASS 125 PVC PIPE SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED UNI—FLANGE SERIES 1300 OR EQUAL a IRRIGATION MAIN PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. NOTES: NOTCH PVC BOX, BOTH SIDES Q 2"�3" 2.83"�4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z w FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD Z SUB—BASE, ROAD BASE AND PAVEMENT. O Y 4" 5.36" 8" PVC C900 8.28" U 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE g 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. 6" MIN. ° 6' #4 REBAR O 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 a SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP ° 6" VARIES 6" am 5725 NORTH DISCOVERY WAY PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 1 2" MIN. MIN. °° 4MIN'. 4" MIN. OF 3 4" MINUS GRAVEL BOISE,IDAHO 83713 10" 12.79" 16" PVC C905 15.92" ° a „ / PHONE(208)639-6939 O 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL UNDER 10 PVC PIPE z w CROSS BELOW OTHER UTILITIES. kmengllp.com 12" 15.17" 18" PVC C905 17.85" i 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: LCI< NOTES: DRAWN BY: LCK a 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 Q o B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: MAY 2024 z PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 22-055 SHEET NO. V TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7. 1 w N N TS N TS 2 CITY OF MERIDIAN STREET LIGHT NOTES SHEET NOTES AL A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH SS��N fNc� 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION p�c� ��CENst THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY 4� ELECTRIC CODE. \ � 0 50 100 150 CONFLICTS EXIST. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE 6860 s c\ \ c \\ Plan Scale: 1" = 50' ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 5/24/24 o \ \ ^ \ \ AND REQUEST INSPECTIONS. CITY OF MERIDIAN. Q 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, _ �C, qTF OF STREET LIGHTS HAVE AND FOR THE POLE AND ASSOCIATED WIRING. C. UNDEIRGROUNDL ELECTRICAL SERVICESLPROVIDED. SERVICE y�//v C. Y' 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. \ \c \ 2' MIN. FROM WATER METERS. CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE \ os 8s say \ \ 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL \ so ^ \ DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD UTILITY AND PAVEMENT CROSSINGS. � COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. \ \ D. METERING — CONTRACTOR SHALL COORDINATE METER 6 REGARDING NGHE CITY TRANSCONFPORTATION TO AND UTILITYESS OCOKORDIN TOR (20PED8STALS. 5500 FOR QUESTIONS LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. WHERE A METERED SYSTEM IS REQUIRED, NEW '1z \ es s \� \ DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. a \ c \ \ 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH \ \ \ c \\ LEGEND END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE Lu \ ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY a Q` s61 8?y \� c \\ HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST WHEN THE ADJACENT PROPERTY IS DEVELOPED. \\ c \ \\ CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 \ \ s STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING a s 9y c \ HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED\ / \ c \ $ FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR � \ e \ STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND UTILITY COORDINATOR.o z INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, Z �Q� DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST O CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 cn STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE � / L9 \ c \ POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE L61 ~ 'Q a� \ \ o LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND 81 c \ \ UTILITY COORDINATOR. �? / s a s \ c \ 2�� ;ems / vo / \ \ \ � EXISTING TYPE 1 STREET LIGHT o \ EXISTING TYPE 2 STREET LIGHT �® 3 / 5 s \e 30. c AFc / \ 3� \ \c \ 3001 6 r \/ c a s V \\ \3�\ 0 \ \ bK / �\ \\ � \ C \ y / O \ \ 30'ci Fc � Fc / / \ \ s scb / 21 tK \0 \ / / \ \ \\ \ eG 3p cr fc k 8 / �s S� / \c A \ BLOCK 16 O Q \c ��' ci yr 9 0— / \ 30 s \ v �';�A'P \F 30 Fc W/ �r0 e c \\ n t/) O ci a / c IV 20 / G/ < W m 0 s 30 GI;2/ w Q G / I 30,E _� c _ P/ G 4*0 qv Lu �` cp I / Lu Ell 7 BLOCK 10 \�� �p s I w s�s \\ s a,w s / s.w s,w „w s-w a"w ss E. SNAG ST. �� s 30"c fG�ec14 s s"s s"s a"s s a'S s"S s 29 \f \\ S 12' co — — —�_j � 3 3 3 26 ® � S S / 30'G/ 'co` / Q / w 15s / \ oz r \ � OS I \� / I co :5. N z / N I so I - - BLOCK 11 Q N I N 12 I ESD I z I s \� sD I 13 I co t . I w � � LL 0 N N 16 I wEn I36 35 34 33 32 31 30 14 13 S - I 6„ \ z CD s O " TOP TOP TOP TOP 12 I I CO _ TOP TOP TOP TOP I I 28 z I I I I SA ENGINEERING L.L J I 6'PI 6 PI 6 API ��PI 6 PI 6 PI 6 PI 6 PI 4 PI 4 PIIUD� 4 P r} PI 4 PI 4 PI 4 PI 4 PI 4 PI ICI 4, PI 4"PI-------- 411 12"PI 5725 NORTH DISCOVERY WAY 12 I I - S I S BOISE,I DAHO 83713 O 3 PROPOSED PHONE(208)639-6939 � N I POOL SITE Ni kmengllp.com z vs DESIGN BY: LCK APEX NORTHWEST No. 4 r APEX NORTHWEST No. 3 I I >_ SUBDIVISION I SUBDIVISION DRAWN BY: LCK cc g I I I I I CHECKED BY: LCK Q DATE: MAY 2024 z D PROJECT: 22-055 c z 0 SHEET NO. c V V Vl O N N 2