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HomeMy WebLinkAboutConstruction Drawings.Ap.NW7 SS\ON AL £H NS APEX NORTHWEST SUBDIVISION MERIDIAN Q� NO , 7 STANDARDS SPECIFICATIONS,, PECIE CAT ONS,,AND s un 2 2/05/2 5 0 I I ® DRAWINGS �o '9rF 0 E.AMITY RD. CONSTRUCTION PLANS �� OF G� N LU R.V ��N MERIDIAN ID 0 &am pm * ! El 1 • igitally signed by Shadow Jungenberg C7 • ' N:cn=Shadow Jungenberg,c=US, u ® • _ ■ ■ mail 2025. 2.16 0@kme1 -07'com ® PROJECT O i III ate:2025.12.16 09:33:01 -07'00' .� 0 100 200 300 1. I'a 1 O 756.51 • $ • MERIDIAN, 8" REBAR Plan Scale: 1" = 100' �7 1. ID • J LU • ~ LOCATION MAP ® ® I M A o ® i i�am ■ A ® I I I � E. LAKE HAZEL RD. 1 \ \ \ I N VICINITY MAP _o dan NO SCALE = DRAWING INDEX FUTURE Hrt, - S. APEX WAY w NORTHWEST - - - - - - - - - - - - -- I W SUBDIVISION _ _ - - - - - - - - - Sheet Number Sheet Title / 1 C1.0 COVER SHEET E LOFT BLOCK 22 DR I;. Q I I C1.1 NOTES, ACRONYMS, LEGEND u 38 37 36 C1.2 EXISTING AND DEMOLITION PLAN O I I 35 I C1.3 FINAL PLAT v1 I C1.4 FINAL PLAT / O 34 I C1.5 FINAL PLAT o / I C2.0 MASTER ROADWAY AND GEOMETRY PLAN z C2.1 ROADWAY IMPROVEMENT PLANS 2 I DWT INVESTMENTS LLC C2.2 ROADWAY IMPROVEMENT PLANS BLOCK 21 O I: I S1132325801 C2.3 ROADWAY IMPROVEMENT PLANS \ \ �PJ 30 ja O I I I (R-4) C2.4 ROADWAY IMPROVEMENT PLANS C2.5 ROADWAY IMPROVEMENT PLANS Uj l o l I C2.6 ROADWAY IMPROVEMENT PLANS / 9l 25 >_ 9 1. LU C2.7 ROADWAY IMPROVEMENT PLANS O I C2.8 ROADWAY IMPROVEMENT PLANS BLOCK 15 O 22 -9,, 26 O5 I > BLOCK 15 I 0 C2.9 ROADWAY IMPROVEMENT PLANS O 9T J O u Ln I C2.10 ROADWAY IMPROVEMENT PLANS 8 a I 28 Io I I C2.1 1 ROADWAY IMPROVEMENT PLANS I 7 19 ...;'•,.Q C2.12 ROADWAY IMPROVEMENT PLANS O C2.13 ROADWAY IMPROVEMENT PLANS 27 III z b ' A C2.14 ROADWAY DETAILS APEX NORTHWEST O 9 �- - 17 I I I I C2.15 ROADWAY DETAILS O SUBDIVISION No. 5 16 26 C2.16 SIGNAGE AND STRIPING IMPROVEMENT PLAN 15 14 13 .';;. :,f' II II I � 0 C3.0 GRADING IMPROVEMENT PLANS _ W 0 2748.10 C3.1 GRADING IMPROVEMENTS PLANS m W ( 1/2" REBAR CPT 12 _ _ - z C4.0 STORM WATER IMPROVEMENT PLANS = Q v) I \ E. SKYBORN DR. 24 C4.1 STORM WATER IMPROVEMENT PLANS 0 13 2- C4.2 STORM WATER DETAIL SHEET - W ® 0 - - - - - C5.0 SEWER IMPROVEMENT PLANS W W > ' 14 BLOCK 15 I O C5.1 SEWER IMPROVEMENT PLANS U I 15 16 17 18 19 20 21 22 �, I C5.2 SEWER IMPROVEMENT PLANS = C5.3 SEWER IMPROVEMENT PLANS C5.4 SEWER IMPROVEMENT PLANSF. O ' I C5.5 SEWER IMPROVEMENT PLANS z _ 6 I C6.0 WATER IMPROVEMENT PLANS x _ _ o C6.1 WATER IMPROVEMENT PLANS W E. CRESCENDO ST. 0 s __ ? C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS Q _ 92 C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS LL 2" REBAR CCPT 1 - 1 I C7.2 PRESSURE IRRIGATION DETAILS APEX NORTHWEST N I I I I SUBDIVISION No. 2 I I I I C8.0 LIGHTING IMPROVEMENT PLANS N M I I I I I I I I I 1-1.0 LANDSCAPE IMPROVEMENT PLANS a m 1-2.0 LANDSCAPE IMPROVEMENT PLANS 1-3.0 LANDSCAPE IMPROVEMENT PLANS Z I O o Z 1-4.0 LANDSCAPE IMPROVEMENT PLANS 1-6.0 LANDSCAPE IMPROVEMENT PLANSLU V DIGLINE LEGAL DESCRIPTION OF THE SOUTHEAST A PARCEL OF LAND SITUATED IN A PORTION OF THE EAST 1 2 1 4 OF SECTION 31, TOWNSHIP 3 W THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE / / , WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING I I Z S WORK.EXISTI HE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO DATUM III 0 HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE 3 ZONE 1103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL ; I 14 DATUM OF 1988 (NAVD88). I I I K2746.80 ACHD COMPLIANCE I PK NAIL CCPT CONTACT INFORMATION E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY C BENCHMARK OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT BOISE,IDAHO 83713 L,L ° THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN PHONE(208)639-6939 Q SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP kmengllp.com W TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD 1 688363.790 2459090.489 2762.07 BRASS CAP MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 DESIGN BY: SRVJ ' Z POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE CONTACT: ZACH MEYERS CONTACT: SHADOW JUNGENBERG, P.E. DRAWN BY: JAD O AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: 2 QO 688137.529 2459092.682 2756.51 5/8" REBAR PHONE: (208) 378-4000 PHONE: (208) 639-6939 NN o EMAIL: zmeyers®brightoncorp.com EMAIL: sjungenberg@kmengllp.com CHECKED BY: LCK I.L • NONE 3 O 686926.076 2459124.351 2750.92 1/2" REBAR a F DATE: DECEMBER 2025 Z 4 CPK 686594.986 2459144.276 2746.80 PK NAIL a O PROJECT: 24-289 Q 5 O 687230.969 2458060.133 2748.11 1/2" REBAR SHEET NO. > 6 QO 686993.357 2458628.521 2746.73 5/8" REBAR C1.0 O "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." a MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S��NAL f N S �iy 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING Q�� D 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 (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, E - EASTING PC - POINT OF CURVATURE 20593 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE ELEV - ELEVATION PI - PRESSURE IRRIGATION (n CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER = s 12/05/25 0 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancit or 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY �� �9TF y q CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. FLG - FLANGE R - STATION OFFSET RIGHT O� OF G GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN 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. ALL PEDESTRIAN RAMPS SERVICING 5 FOOT WIDE, 7 FOOT WIDE, AND 8 FOOT WIDE SIDEWALKS SHALL L - STATION OFFSET LEFT SSMH - SEWER MANHOLE CITY OF MERIDIAN GENERAL NOTES PROJECT GENERAL NOTES BE CONSTRUCTED AS 5 FOOT WIDE PEDESTRIAN RAMPS ACCORDING TO ACHD SUPPLEMENTAL LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE STANDARDS. 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. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. 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 DOMES SHALL BE CONSTRUCTED PER ACHD SUPPLEMENTAL SD-712. DOMES SHALL BE CAST INTO THE MW - MONITORING WELL GENERAL CONSTRUCTION DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC 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 YELLOW.' ui 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 6. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO 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 INITIATING ANY CONSTRUCTION. THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. APPROPRIATE ENTITIES. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON (A) BACKFILLING TRENCHES FOR PIPE B PLACING OF AGGREGATE BASE C PLACING OF CONCRETE; INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD ( ) ( ) WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED 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 BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION LEGEND ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 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 8. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. - - OFFSITE BOUNDARY LINE c� 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE 9. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A z ENGINEERING MAKES NO GUARANTEE THAT THEHE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES PRIOR TO START OF WORK. 5. UTILITIES ON THIS PLAN ARE BASED UPON NE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE - - SETBACKS O PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS v� 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 LINK: ENTP://HDLF.ACHDIDAHO.TEE. FORMSUBMIT ORAVEMEN . - ROAD CENTERLINE j 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 ,ui LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE Lu 10. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE L ~ 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 LOT LINE LINE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE 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. NO "TOLERANCES" ALLOWED. R/w R/w RIGHT-OF-WAY LINE AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH 7 FINAL PLAT. 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 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. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. FOUND 1/2 INCH REBAR GENERAL CONSTRUCTION NOTE N0. 1. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 0 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. 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 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 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. FOUND BRASS CAP ® 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR FOUND ALUMINUM CAPAT THE CONTRACTOR'S EXPENSE. 13. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR NO-CHARGE RIGHT-OF-WAY PERMIT. 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 CALCULATED POINT DEQ/QLPE APPROVED CONSTRUCTION PLANS. REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL 14. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND z BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. ACHD POLICY MANUAL. WRITING PRIOR TO CONSTRUCTION. PROPOSED IMPROVEMENTS 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 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 STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 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. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. W WATER LINE UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR W CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WATER SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A SD STORM DRAIN LINE ROUGH GRADING PLAN. TRAVEL LANE. 4. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS 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. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A P1 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 CRITICAL FACTOR. GENERAL CONSTRUCTION NOTE NO. 1. FROM ALL BUILDINGS. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF $O SEWER MANHOLE BEFORE CONSTRUCTION BEGINS. 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 �D STORM MANHOLE DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER CONSTRUCTION. wv 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 TRAFFIC CONTROL NOTES WATER VALVE THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE ® WATER METER I� REQUEST OF THE AGENCY AND/OR THE ENGINEER. 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS DEVICES" FOR STREETS AND HIGHWAYS. FIRE HYDRANT 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 GRADING NOTES 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID W SINGLE WATER SERVICE z CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS ITEMS. 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 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF W DOUBLE WATER SERVICE 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. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 0 L u STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM - AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL THE EDGE OF THE TRAVEL WAY. 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. L u EXISTING IMPROVEMENTS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. > J PUBLIC WORKS INSPECTOR 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA s s s SANITARY SEWER LINE Q 0 UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE SEWER 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED -SD-SD- STORM DRAIN LINE m '% 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA FOR PUBLIC SAFETY. EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE Z 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A w w WATER LINE Q PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO z GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE c c G GAS LINE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM ANY CONSTRUCTION. � 0 DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER SITE. _ 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 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO -OP-OP- OVERHEAD POWER LINE 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 ANY CONSTRUCTION. Lu 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. GI Gl GRAVITY IRRIGATION LINE w u STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF Z 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 IRRIGATION NOTES DS SEWER MANHOLE 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 (� WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 wv MATERIALS.INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO WATER VALVE 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 STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). or_ L u (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING WATER METER CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT ® 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 PLANS. FIRE HYDRANT Z 0 CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) ENGINEERING REPORT. z 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES ROADWAY DEMOLITION NOTES (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF CQ, POWER POLE x THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC L u 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. m POWER BOX a- 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 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE Q CONSTRUCTION. EP EP EDGE OF PAVEMENT 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION PIPE ZONE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED FROM DEQ PRIOR TO ANY DEWATERING. Ec EG EDGE OF GRAVEL OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE PRESSURIZED IRRIGATION 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER DURING DEMOLITION AND REMOVAL OPERATIONS. OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". TREE DECIDUOUS X 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS x BEING CONSTRUCTED. 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL M MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE 1 2645 - EXISTING GRADE CONTOUR Z THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC 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 STANDARD DRAWINGS SD-301 AND SD-302. O REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 7• APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. DRAINAGE COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING o REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL 8• RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE 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, OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF V " 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. FINAL ACCEPTANCE. o AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 7 COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. CONSTRUCTION. 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 400. TEST PRESSURE SHALL BE 150 PSI. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE Z E SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. Z 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45` PROVIDED THE PIPE 0 UTILITY NOTES BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. V lcrn 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER ENGINEERING w IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC.o A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY O REGION (334-2190). 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO BOISE,IDAHO 83713 LL o CONSTRUCTION. Z 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639-6939 Q SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. U I DESIGN BY: SRVJ 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE O ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: JAD Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC 0 TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK F FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC DATE: DECEMBER 2025 a TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE o OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 24 289 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. u THE> THE CONTRACTOR 1SHALLSBACKFIL AUTHORIZED DRA NFIELD ENGINEER. WITHAFTER STRUCTURALFIINSPECTION OF EXCAVATED SOILS, C1. 1O a N 2 MATCH LINE - SHEET NOTES TONAL £ A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. SS NS EE R IP H T _ B. OVER-EXCAVATION IS ANTICIPATED IN AREAS WHERE � \ EXISTING OPEN DITCHES ARE PROPOSED TO BE REMOVED of IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE 20593 7� 1 CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS = J, 12/05/25 0OF THE GEOTECHNICAL ENGINEER FOR DITCH y/ a EXCAVATIONS. ALL EXCAVATED DITCH SUBGRADES SHALL �O qTF OF 0 60 120 180 / \ \ \ \ \ W I / I \ GEOTEC NICA INSPECTED L ENG NEER TESTING PRIOR�OANY PLACOR THE EMENT OF PIPE �R NG� Plan Scale: 1" = 60' / \ \ \ 20 / I� AND/OR BACKFILL OF THE DITCH. V. JU \ C. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY J r \ 2 4 SHALL BE RE EXCAVATED TO NATIVE SOIL AND I \ \ \ \ I1 I BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. SOILS DATA SHALL BE PROVIDED TO \ I \ \ 1 I I \ VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND COMPACTION TESTS. I \ FUTURE APEX W NORTHWEST \ w ~ o / \ Q \ � — SUBDIVISION / w/ \ KEYNOTES PROJECT BOUNDARY � \ � \ \ I � \ro \ \ / W N I rp 1. REMOVE OPEN IRRIGATION DITCH. SEE SHEET NOTES THIS SHEET. 2. REMOVE GRAVITY IRRIGATION PIPE. 3. RETAIN AND PROTECT WILLIAMS TRANSMISSION PIPELINE. 4. REMOVE EXISTING CLEANOUT AND CONNECT TO z SANITARY SEWER MAIN PER SEWER IMPROVEMENT z / I PLANS. \\ \ \ I \ I w \ cn \ \\ $ \ 5. REMOVE EXISTING BLOWOFF AND CONNECT TO WATER w LIS 20 MAIN PER WATER IMPROVEMENT PLANS. - ° � \ rOF DWT INVESTMENTS LLC \\\\\rO S1132325801 6. RETAIN AND PROTECT PRESSURE IRRIGATION SYSTEM. F o (R-4) 7. CONNECT TO EXISTING PRESSURE IRRIGATION SYSTEM 19 ) PER PRESSURE IRRIGATION IMPROVEMENT PLANS. ; / 8. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION PIPE. 0 I 9. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION BOX. � / 10. RETAIN AND PROTECT EXISTING SEEPAGE BED AND GREASE TRAP. u 3 \ \ .\ ° / / / 1 I N 11. RETAIN AND PROTECT EXISTING HATCHED GRAVEL ROAD. z 12. REMOVE EXISTING VEGETATION, TYP. \ \ c \ \ 5 F / / I II 19 13. REMOVE EXISTING OVERHEAD POWER POLE. COORDINATE 15 r0 \ �o REMOVAL WITH IDAHO POWER. 14. REMOVE EXISTING OVERHEAD POWER LINE. COORDINATE REMOVAL WITH IDAHO POWER \ I II 15. REMOVE EXISTING TEMPORARY GRAVEL ACCESS ROAD \ o \ oe / / n I FFOR OR UTILITY LMcBIRNEY ACCESS. LATERAL ACCESS. RAVEL ACCESS ROAD R R REMOVE AN R N 16 \ \\\ \ \ \TOE / / 1 1 16. RELOCATE 0 EMO E D SALVAGE ROAD AND c \ \ Toe TOE J SIDEWALK TERMINUS SIGNS TO OWNERS. 17 c \ � \ r l —TOE p�p o 0 W / 17. RETAIN AND PROTECT EXISTING STORM DRAIN INLETS / \o\c 3 \\ ` \ _ / �p> ��€ AND PIPES. 2 1 P � 'Pr \� WILLIAMS PIPELINE EASEMENT. _Toe TOE f / 18. RETAIN AND PROTECT EXISTING STORM WATER DO NOT ENCROACH T TOE TOE of TOE 2�q1 2p O z I � LE INFILTRATION BASIN. °ci \� c OPT TO / J I 19 E�t 19. REMOVE AND RELOCATE EXISTING OVERHEAD POWER z Q LINES AND POLES. COORDINATE RELOCATION WITH IDAHO z POWER. �`' �' 20. EXISTING 12" WATER MAIN. CONNECT TO WATER MAIN — z �Q \ \ �h Q\���� \ \ \ \ PER WATER PLAN. RETAIN AND PROTECT 12" MAIN. (n O 43 EXISTING LOCUST GROVE �� — �t�, • \ �c \� I 21. RELOCATE EXISTING FIRE HYDRANT TO BE LOCATED / \ �� ` \ \ \ \ \ PRESCRIPTIVE ROW. OUTSIDE NEW ROADWAY IMPROVEMENTS. SEE WATER — \� \ / / 25' 25' PLAN. J \ �_Zz � �- --� '"`2�44 22. RETAIN AND PROTECT EXISTING LATERAL Z /•/ \\ c 11 \ \ / \ \ / \ INFRASTRUCTURE AND MAINTENANCE ROAD ACCESS Q vv CO 5 I o �� \ ~ ��\ 1 \ / \ ____27 / / 13 14 / \ \ e �� G z II9 ,co Z7 46' oP O 3 \ 22 \ = G Q I: s r f 6"So 15 �� ` ����� \ 14 e EG '00 13 22 ct \ \ \, \ \ \ Z w —274 / \ I d \ Lu W s I ff. I \ \ \ ° \ -1 MCBIRNEY LATERAL _ 4 m 8 / II \ 19 \� - 'S ✓3 \ \\ �� c �� IRRIGATION EASEMENT �_ i_ 5 v I� a \ APEX NORTHWEST \ \ c \� o+ \ DO NOT ENCROACH ��`=�E -� 1 SUBDIVISION No. 5 °' c \ \ `��T ` b 9- o III \\ �C) L �q \ FUTURE APEX \ NORTHWEST j� I / I \ �, \ \ 10 � ��� SUBDIVISION a \ I 8 \ \_ w ° I < / 6 \ — I 21 \c z 16"PI��6"PI 16 1/B PI 16"PI 16"PI 16"PI\ 6"PI \ — c \ T0�' g _ �� - - - - - - - - — M 6 ACHD STORM \ 16 s"w \s1k = " DRAIN EASEMENT. _ _ = I� N� 20 oe I I I — -E. CRESCENDO ST. - �� ��- \ 17 1 W I I I��9 E _ _ _ _ _ _ _ _ _ _ _ _° \ c , �\ EG EG MCBIRNEY LATERAL \ 1 19 5 8'S\ 8"S 8's �, IRRIGATION EASEMENT 1 I n r s 3 16 — EG EG EG JJ DO NOT ENCROACH I a 21 a — i- - — -- _ - - � - -- - — 1 - - — — — — —� — — — — — UTILITY EASEMENT "P 6"Ps"PI ' a s"Pi NINE CITY OF MERIDIAN 3 M \ 19 MATCH LINE — 0♦ ♦ 0 w a o V w � \2j48- — � I�I w ; a SEE LEFT oc Z \ + I� N ENGINEERING 0 \, 2) 5725 NORTH DISCOVERY WAY N LEGEND Rj w a I BOISE,IDAHO 83713 LL o \ PHONE(208)639 6939 Q BOUNDARY LINE \ I w \ kmengllp.com W EASEMENT LINE \ I I \ DESIGN BY: SRVJ a w w WATER LINE (SIZE AS NOTED) \ I I w W I o DRAWN BY: JAD 0 Z s s SANITARY SEWER LINE (SIZE AS NOTED) o I CHECKED BY: LCK F so so STORM DRAIN LINE (SIZE AS NOTED) + ICI N DATE: DECEMBER 2025 a o G G GRAVITY IRRIGATION LINE (SIZE AS NOTED) w a \ PROJECT: 24-289 Pi Pi- PRESSURE IRRIGATION LINE (SIZE AS NOTED) \ SHEET NO. a C1.2 0 >_ EP EP EDGE OF PAVEMENT Z DITCH REMOVAL a N 2 PLAT OF _ _ _ 31 32 POINT OF COMMENCEMENT BOOK PAGE APEX NORTHWEST SUBDIVISION No. 7 EAST 1/FOUND ALUMINUM CAP ; 4 CORNER SECTION 31 PER CP&F No. 2022-037502 A parcel of land situated in a portion of the East 1/2 of the Southeast 1/4 of Section 31, ; Township 3 North, Range 1 East, B.M., City of Meridian, Ada County, Idaho N89'27'38"E 2025 38.50' C4 • • LU CURVE TABLE LLJ• ^l o CURVE RADIUS LENGTH DELTA CHORD BRG CHORD "" I V ''� z 0 100 200 300 C1 13.00' 4.18' 18*26'06" N09'45'25"W 4.16' Z • :n o Plan Scale: 1" = 100' C2 301.50' 82.61' 15'41'55" N49'59'38"E 82.35' p "" m z 1� - LEGEND C3 301.50' 57.70' 10'57'57" N8358'40"E 57.62' • Q • C4 141.57' 13.57' 5'29'33" NO2'12'25"E 13.57' N0O°32'22"W z FOUND ALUMINUM CAP AS NOTED 65.20' n- FOUND 5/8" REBAR WITH PLASTIC CAP MARKED z "ALB 12459" N N89'27'38"E Llnplatted • SET 5/8" REBAR WITH PLASTIC CAP MARKED S61°40'05"E N 17'53'44"E ; ALB 12459 21 .14 41 .34' 55.09 j Uj S68010'09"W N89'27'38"E 361.77' FOUND 1/2" REBAR WITH PLASTIC CAP MARKED w 81.00' • C3 • • 86 18 45 • O "ALB 12459" °C 100.15 N18*00'20"E • ; SET 1/2" REBAR WITH PLASTIC CAP MARKED 21.14' • S. Apex Way • "ALB 12459 • SET 1-1/4" BRASS PLUG ((WITH MAGNETIC INSERT) MARKED "ALB 12459" 1 aj WITNESS CORNER, SET 1-1/4 BRASS PLUG • ' (( " Q ®w� SEE:HNOTE 17 MAGNETIC INSERT) MARKED "ALB 12459" U 38 37 9O 35 CALCULATED POINT, NOTHING FOUND OR SET BLOCK 22 vi BLOCK 15 ; 07 LOT NUMBER z 1� 6o EXISTING LOT NUMBER Unplatted O 34 SUBDIVISION BOUNDARY LINE E. Loft Dr. ; LOT LINE •O� 1 Nt Nt o s -- -- -- -- SECTION LINE GJ' �p O M o 6 © ADJACENT LOT LINE �O 32 N m - ROAD CENTERLINE N87°08'41"E 2 30 O cwl N u - - - - - - - - EASEMENT LINE 23.33' O 23 o sh o m v. E_�ZZZ� ( ) 31 C-4 N a Fn ACHD EASEMENT SEE NOTE 13 o N42008'44"E • • O 24 60.00' O N02051'19"W • 5 25 30 N ; SHEET INDEX 23.33' 0 22 26 O 7 SHEET 1 - OVERALL SUBDIVISION MAP, LEGEND, AND \N42'08'41"E • 6 BLOCK 15 21 27 O ; BOUNDARY CURVE TABLE O 0 0 58.50 29• 20 28 O u SHEET 2 - DETAIL PLAT MAP AND LINE TABLE Z OSHEET 3 - DETAIL PLAT MAP, CURVE TABLE, AND NOTES O 8 19 BLOCK 21 29 fa 28 ; Z O F SHEET 4 - CERTIFICATE OF OWNERS O 18 vi 27 SHEET 5 - CERTIFICATES AND APPROVALS 0 17 12 0 � �9•, 26 � C) � �y 10 16 O o REFERENCES m Q 0 3�0 15 14 13 ; R1. RDE COORD OF SURVEY No. 7783, RECORDS OF ADA COUNTY, Z J 0 0 ��`�, 11 10 25 ; R2. RECORD OF SURVEY No. 5049, RECORDS OF ADA COUNTY, J 2 12 11 IDAHO, Q Ct o 24 R3. PLAT OF APEX NORTHWEST SUBDIVISION No. 2, BOOK 124, LJ..I Z 13 E. Skyhorin Dr. PAGES 19844-19847, RECORDS OF ADA COUNTY, IDAHO. \ W S48'54'S8"E o 23 R4. PLAT OF APEX NORTHWEST SUBDIVISION No. 5, BOOK 130, S O 47.18' 14 ; PAGES 21592-21596, RECORDS OF ADA COUNTY, IDAHO. Apex Northwest �'gj• 15 0 0 o o SURVEY NARRATIVE O Subdivision No. 5 S6,, 16 17 18 1`r 19 20 21 22 �3 THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND BLOCK 151 SHOWN HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT Z OF PLATS AND SURVEYS LISTED IN THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. MONUMENTATION W RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE 130.00' - -' WITH THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS p p SET ALUMINUM CAP WHERE MONUMENTS OF RECORD WERE NOT FOUND WERE Q N89°42'21 "W N89'42'21 "W SOUTH 1/16 CORNER SECTIONS 31/32 SET/RESET AS SHOWN HEREON. 47.64' CP&F No. 202------ Apex Northwest N00 17 39 E E. Crescendo St. S70'2 V 17"W Subdivision No. 2 87.50' (6 X 24.92' C14 JNp,U LANq M 0 N89'42'21"W 410.41 ' • w Cos;�ST s N 18058'28"W N 84.06' M : 12 59 O a Unplatted '� 9 �9TF �Sj O N N00'32'22"W 9,po OF N A�- 73.47' DEVELOPER o� s89.27'38"w Brighton w 1(m 38.50' N ENGINEERING z m 5725 NORTH DISCOVERY WAY Z BOISE,IDAHO 83713 O Corporation PHONE(208)639-6939 3 FOUND ALUMINUM CAP V o a SOUTHEAST CORNER SECTION 31 kmenglip.com = Meridian, Idaho PER CP&F No. 2021-1 75705 Icrn 31 32 ENGINEERING E. Lake Hazel Rd. b 5 0 3 JOB NO. 24-289 SHEET 1 OF 5 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 L,L a U PHONE(208)639-6939 Q kmengllp.com W DESIGN BY: SRVJ > a DRAWN BY: JAD 0 g CHECKED BY: LCK ~ DATE: DECEMBER 2025 a G a o PROJECT: 24-289 a SHEET NO. H C1.3 O V 7 a N 2 PLAT OF N89027'38"E 38.50' .BOOK PAGE APEX NORTHWEST SUBDIVISION No. 7 U. POINT OF DETAIL l„1 BEGINNING r- Scale 1"=1' coo 0 N � 0 60 120 180 LU 12 N O Plas, Scale: 1" =60' 0 BLOCK 21 z 0 z • 3 PLACED WITNESS CORNER BRASS PLUG IN ALLEY cN•! 0 n SEE NOTE 17 04 N `~ !D"` LUj N COLLINEAR (TYP.)� S89'27'38"W o p Z S89'27'38"W z z 49.50' O 0.50' O Unplatted Lw • ACHD TEMPORARY w N 17`53'44"E LU EASEMENT PER INST.�- --I in 55.09' Y S61'40'05"E N89427'38"E No. 202---__- 1 I 21 .14' 41.30' N89'27'38"E 361.77' • LINE TABLE S68 10 09 W • •N86'18'45"E 100.15� , �� • C3 LINE BEARING DISTANCE 81 .QQ' • q0 5 • ,� 0 � S. 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Loft Dr. �'0 r= z 9F � Ilk - - - - - -180.65� - - • • 1 1.17' 100.00' 1 31 � s L1 sr� \D 0 °Q/ o O N89'27.38"E 117.94' 4.9 110.00 O S O• s�, p \ 00, h°j SEE NOTE 13 41' N 00 �I N89'27'38"E _ SF� �rSO, 41 OT �y'' / ,y \ r9j O �h. 30 �O `���1x �/a 120.00' r� 0 32 0 F 0/ O sra �0\ 3\ ° C2fi '�/ / p° 00, `� \ BW` I"O `n - M 0` a° /' ° � N89'27'38"E 110.00' 0 0 _ J •�c. / h �� 00'\ 0 1 °O �� of O h' ° �O 30 0 IR o �� N89'27'38"E m N87'08'41"E o� / Q r, a \ '�° ti� /, �` 00 spa o_ of i z Q >x� ° ti Q s �' fi& o 23 ��. N o O Q o ACHD TEMPORARY 23.33 / °� h°. rr S 00 p, 0 •� /ti- ��' Oh °° �O`4�,9 1J 120.00' �0 31 0 2 Q EASEMENT PER INST. /\ s� / / �O >>a 'j9s /°� p°Y N N89'27 38'E �`O u� Q J 14 No. 202--- -- \ • • o `4 O `y We B w� G' ` 24 �. N 0 0 1 10.00 / '�" O• 00/ �� �0 �` 00 `� o SEE DETAIL 4 0� 38.50' - Q N42'08'44E \ �to // �°a oo ��� h°! °� e�0o oo- ��oo° �000a, "' 0 r�89'27'38"E N �C z °' >x 4 ,O g S / S /o O• O• 2 THIS SHEEP ' o in 1n i� W W 6Q.00' • �. / �� ri O �O /� R 25 z/• 120.00 30 0 - LL g0 ( N89'27'38"E u0s `n � atOo M > ^\ p • ° jjst ji � BLOCK 15 ` / � -0 . �\ONPLAN 30.00 30A0NO2'S1 '19"W O qaa � 00 s6.4�' 110.00 ^ O' fj' 6 23.33' L6 (6 N89'27'38"Er) Q 3' = N Lv V) 0 � . � r� �0' w8`` �•0, 120.00 2 9� 4 58942'21 d O aN42 08>41 .E �%K F � , 27 �o 9 OO � " 0 0 -' 58.50 > N tr) n 0 N vi 1245 o Dff) z t)a0 G N 0� G v N Z 6 O '0 W 110.00' O 9 �� �• O' B 3 20 s Bw co �� 61 " CS q lF \pP p X • 3j b`ti �9+ , ° °' 'q// �p 28 o `�' ao 12D.00' vi Iw N89'27'38 E V) `�ip0 0 �QQ` W Op Ny 00 W N8927'38"E N 6 h h • / S, o �S O �,� \O• ail O 0 IA W< O. co ra o 0 • S • 65 �'b {y� p s^/1 • �ry 29 0 0 FL o 0 BLOCK 15 ri, \\ 00.9 S Ci) '!6 19 w� �e • BLOCK 21 Q 7 0i cn 0 0 `n tioT�A s\soa oo. �, \ �;, �o o s�s� �J ¢ o 6� "' i 110.00' Brighton �\ ,� N89'2738 E Brighton X / J O o � ��` �4' \ ti \\O ���p C C42 C40 • L9 G 2 • N89'27'38"E o I0 27 0 N \\ °�� �s ��.° o g4 12 o � �� a LO Corporation L10 110,00' Meridian Idaho ti �� o`I'° A �ry We C45 W• 1.5' (SEE NOTE 1 1) -: 4)S �\ sr0o\ lye \600 17 �hj C46 C'5j Q w 120.00' N89'27'38"E P� \ oSS + \ ^ry o0 N89'27'38"E o 0 Z LL 9'� °60'P�o �.'`�' w°` \ ' \`3� "'° ..ry N o o n of I 0 26C. Z �3 2>> ^hc�'�'�t�G \ 60 >xry Ssr� \ \Sy, 16 � w o ca �J (6 �' O_ 5 �O�sr�, o��� \ 2 10 °o �� p\ \Corr 15 00 14 3 13 rn 110.00 120.00' V 0 O iv o B , N89'27'38"E `� N N89'27'38"E 0 Apex Northwest �� °�' s\ • \ o `" `�' 1°1 25 0 Subdivision No. 5 sso ��ry 11Op� \ �Cs3 z o 0 10 � 0 w sr 0' O r<c, 0 q o w s, h a� °0 • � 1 1 D.32' E N G I N E E R I N G U) \ z c7 N89'27 38"E 118.59 c� O� \ _-C62 N ®"` 5725 NORTH DISCOVERY WAY 0\ C61 33.67' 27.60'• • -1 1,17' -99.72' 11 G�9� f N89'27'38"E BOISE,IDAHO 83713 Z C72 0 we - �� PHONE(208)639-6939 0 00, \ o /V 24 kmengllp.com ° �s9 - • - E. Sk bboornn Dr.- 0 See Sheet ENGINEERING N89'42'21"W 184.99` �J 3 ,....■ ,.,.,.. .. . ■ . . JOB NO. 24-289 SHEET 2 OF 5 5725 NORTH DISCOVERY WAY 0 a BOISE,IDAHO 83713 iL U PHONE(208)639-6939 Q kmengllp.com W DESIGN BY: SRVJ > z a DRAWN BY: JAD O 0 g CHECKED BY: LCK ~ DATE: DECEMBER 2025 a G a o PROJECT: 24-289 a J SHEET NO. H V 1.4 7 a N 2 PLAT OF BOOK PAGE APEX NORTHWEST SUBDIVISION No. 7 See Sheet 2 ! � i! � � i• � � � � � � � � � � � � � i• � � � �� �r IIOII.�" �1` �� DIY �Yrl/� !. rlrlr .W�I� �I� ! � LU I 110.00' N \\ gw 120.00'" N89'27'38"E 0 60 120 180 S\ • \ N89'27'38 E C 0 SS py o�9•F�`9?Sp0 p 0- 's ��h`lo a���. ��h�0���p _^ti� ,^\NCc \ �s \ �C�2 ��C-2 c5 �-. ' o' -• Q° i w_e - ' --1_-� Jc 24 6atri Plan Scale: 1" 60' n LO � WC N$927'38"E 118.59' 110,32' N6 t \ C61 3367 21.6 11.17 99.12' 11 N89'27'38"E Owe2 o a 9 E. Skyborn Dr. °54 N ° ` N89'42'21'W 180.99' S82' 812 E Z S48'54'58"E 10 o O 7800' (047.18' o? s N0 o c c55 s16.61 54,00' 461 -60. NLULU w �0 14 0 '4' i °° 00 LO - ;/3 (DLl W Ld W W �} W .cO1v in o am � 'v> W � is O :f ° ¢� ¢ z = � tt ao a) A S >> 16 r: 17 ,� 18 Li 2 19 W o m 20 ASS, 2 c�Q e�� �' s� s,• = Z o O o - O o o O 4 0l O o o O vwi uai O `� b 21 N � 22 N o 19�2y z z BLOCK 15 zf z T z z z Co 49.50' 77 Apex Northwest �s7 F Q�Qw \ 5� 's3' Subdivision No. 5 'jj, - - - - \ 2s'1g"E_ 72.47' 60.00' 54.00' 6D.00 60.00' 60.00' 66,50' �` o - - - - \ N89'42'21"W 186.47' r - S89'42'21"E 246.50' z o \ ACHD PERMANENT -- -- - - - - -� 40' MCBIRNEY LATERAL S89'42'21"E 21.28' � UM CAP � - - - - - - a \ EASEMENT PER INST. (SEE NOTE 14) S86'39'55"E 21.01' of ;,y \ No. 2021-151503~� 412.96' 11) SOUTH 1/SET 116 CORNER SECTIONS 31/32 N89.42'21 "W 130.00' ° a CP&F No. 202--__..__-_ g g N89'42'21"W 47.64' Apex Northwest S70'21 '17"W 24.92' Subdivision No. 2 _ E. Crescendo St. N00'17'39"E rblos S89'42'21"E 475.58' 87.50' O o "ono i c�D N89'42'21 "W 410.41' � Z Ld Unplatted cp (P N CURVE TABLE CURVE TABLE u' � NOTES cp.. d N O CURVE RADIU5 LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS N(P- 00 Cj C1 13.00' 4.18' 18'26'06" N09'45'25W 4.16' C33 80.00' 52.33' 3T28'30" S71'48'07"E 51.40' OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. 0 Z C2 301.50' 82.61' 15'41'55" N49'59'38"E 82.35' C34 80.00' 25.86' 18'31'26" S43-48-09"E 25.75' 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS • Z OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME 4F RESUBQIVIS€ON. t C3 301.50' 57.70' 1057'57" N83'58'40"E 57.62' C35 80.00' 47.47' 34'00'04" S1 732'24"E 46.78' 3. THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE BOISE-KUNA IRRIGATION DISTRICT 38.50 SERVICE AREA (208--344--1141). IRRIGATION WATER WILL BE PROVIDED TO ALL LOTS THROUGH N n _� C4 141.57' 13,57' 5'29'33" NO2'12'25"E 13.57' C36 120.00' 53.09' 25'20'49" S71'11'19"W 52.65' A PRESSURE IRRIGATION DELIVERY SYSTEM WHICH HAS BEEN APPROVED PURSUANT TO ] C5 270.00' 222.97' 47'18'58" N65`48'09"E 216.69' C37 95.00' 34.08' 20'33'07" S72'06'22'1N 33.89' SECTION 31•--3805(4), IDAHO CODE. THE PURCHASER OF EACH LOT SHALL REMAIN SUBJECT > QTO ALL ASSESSMENTS LEVIED BY BOISE-KUNA IRRIGATION DISTRICT. ALL UNPAID IRRIGATION n " " r n ENTITY ASSESSMENTS ARE A LIEN ON THE LAND. p 0 C6 270.00' 122.64' 26'01'28 N55'09 25 E 121.59 C38 125.00 91.30 41'51 02 S68'46 50 E 89.29 Z 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, m C7 270.00' 100.33' 21'17'30" N78'48'53"E 99.76' C39 125.00' 52.13' 23'53'48" S59'48'13"E 51.76' WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION ,� • Z THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED S89'27 38 W '5 C8 50,00' 78.54' 90'00'00" NO2'51'19"W 70.71' C40 125.00' 39,17' 17*57'14" S80'43'44"E 39.01' CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS 38.50' Q J I _ C9 100.00' 82.58' 47'18'58" N65'48'09"E $0.26' C41 28.00' 44.39' 90'50'00" N44'52'38"E 39.88' EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR Q , PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE L� Z C10 50.00' 78.54' 90'00'00', S45'32,22n E 70.71r C42 145.00' 96.48, 38'07r 18" S70'38,42n E 94.71 IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY \ 2 LL LL.I Ci 1 50.00' 79.27' 90'50'00" 544'52'38"W 71.22' C43 145.00' 9.44' 3'43'44" S49'43'1 1"E 9.43' 5 OR EXPANSION THEREOF". 5. LOT 2, BLOCK 15, LOTS 1, 11, 13, 22, AND 30, BLOCK 21, AND LOT 1, BLOCK 22 ARE NOTES \o��,r LAHOs = C12 295.00' 215.48 41'51'02" N68'46'50"W 210.72' C44 145.00' 42.06' 16'37'07" S59'53'37"E 41.91' DESIGNATED AS A COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PINNACLE 13. PORTIONS OF LOT 30, BLOCK 21 AND LOT 1, BLOCK 22 ARE SERVIENT TO GIST HOMEOWNERS ASSOCIATION INC. THESE COMMON LOTS ARE SUBJECT TO A BLANKET EASEMENT AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE s" �� c^ C13 238.50' 196.96' 47'18'58" N65'48'09"E 191.41' C45 145.00' 42,07' 16'37'31" S76'30'56"E 41,93' FOR PUBLIC UTILITIES, STORM DRAINAGE, GRAVITY IRRIGATION AND HOMEOWNER'S ASSOCIATION ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM C14 1 80.00' 13.55' 9'42'17" N43'00'11"W 13.53' C46 145.00' 12.34' 4'52'40" S87'16'01"E 12.34' PRESSURIZED IRRIGATION. WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS 2459 0INSTRUMENT No. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND 6. LOTS 8, 23, AND 34, BLOCK 15 ARE SUBJECT TO A BLANKET EASEMENT FOR COMMON INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE s o Z C15 1 80.00' 31.46' 22'31'46" N2653'10"W 31.25' C47 28.00' 43.58' 89"10'00" S45'07'22"E 39.31' DRIVES TO PROVIDE ACCESS FOR THE RESIDENTIAL LOTS ADJACENT TO THESE LOTS. SAID "MASTER EASEMENT"), THE MASTER EASEMENT AND THE STORM WATER LOTS SHALL BE PAVED AND CAPABLE OF SUPPORTING EMERGENCY VEHICLES AND EQUIPMENT DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 9y F OF �� 4� x C16 80.00' 26.68' 19'06'34 N06'04'00"W 26.56' C48 20.00' 7.56' 21'39'02" S1917'09"W 7.51' AS REQUIRED E BY MERIDIAN OWNERS CITY CODE. ADJACENT NT RESIDENTIAL, AND34, BLOCK 15 SHALL BE BY THE 40-2302, IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND 'pON� �p��.P W " MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. C17 80.00' 17.75' 12'42'44 N09'5038'E 17.71 C49 20.00 24.15 69'1058 S554210 W 22.71 HOMEOWNER'S ASSOCIATION (SEE NOTE 16). LOT 12, BLOCK 21 IS SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES (ALLEYS) TO PROVIDE ACCESS FOR THE RESIDENTIAL LOTS 14. AS SHOWN HEREON, THIS PLAT IS SUBJECT TO AN EASEMENT FOR THE Q C18 80.00' 36.23' 25'56'40" N29'10'21"E 35.92 C50 80.00' 7.13 5'06 23" S02'00 50'W 7.13' ADJACENT TO THIS LOT. THE COMMON DRIVE (ALLEYS) SHALL BE OWNED AND MAINTAINED BY McBIRNEY LATERAL IN FAVOR OF BOISE PROJECT BOARD OF CONTROL. DEVELOPER THE HOMEOWNERS ASSOCIATION (SEE NOTE 15). ALL LOTS COMMON TO LOT 12, BLOCK 21 C19 190,00' 68,83' 20*45'17" N52'31'19"E 68.45' C51 80,00' 40.43' 28*57'18" S19'02'40"W 40.00' ARE SUBJECT TO A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S 15. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF Brighton ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER C20 215.00 87.42 23'1745" N534733 E 86.82 C52 80,00' 25,74' 18'2605 S42'4422"W 25.63 ELEVATION. Corporation 7. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00 FOOT WIDE C21 215.00' 50.46' 13'26'52" N4852'07"E 50.35' C53 80.00' 53.53' 38'20'14" S71'07'31'W 52.54' EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S 16. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH Meridian, Idaho q C22 215.00' 36.95' 9'50'53" N60'30'59"E 36.91' C54 119.00' 45.07' 21'41'54" S72'07'15"E 44,80' RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY OR 3 8. ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY, EXCEPT ALONG/INSIDE THE WILLIAMS HOMEOWNER'S ASSOCIATION. C23 20.00' 8.23' 2334'41" N36'03'59"W 8.17' C55 144,00' 63.69' 25720'27" S71'28'21"E 63.17' PIPELINE EASEMENT, AND ALL REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR Z LL PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 17. THE WITNESS CORNER BRASS PLUGS IN BLOCK 21 AS SHOWN HEREON ARE O C24 20.00' 23.19' 6625'19" N0856'01"E 21.91' C56 325.00' 33.42' 5'53'29" N8645'37W 33.40' SET A DISTANCE OF 0,50' INTO THE ALLEY LOT AT A BEARING THAT IS z 9. ALL INTERIOR LOT LINES CONTAIN A 5,00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC COLLINEAR WITH THE ASSOCIATED LOT LINE. SEE DETAIL, SHEET 2. C25 6.50' 10.2V 90'00'00" NO2'51'19"W 9.19' C57 325.00' 50.99' 8'59'23" N79'19'11"W 50.94' UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. V C26 6.50' 10.21' 90'00'00" N87'08'41"E 9.19' C58 325.00' 50.99' 8'59'23" N7V19'48"W 50.94' 10. THIS PLAT IS SUBJECT TO AN ACHD TEMPORARY LICENSE AGREEMENT PER INSTRUMENT No. 18. WILLIAMS PIPELINE EASEMENT PER INST. No. 2025-038315. 202_- RECORDS OF ADA COUNTY. 19. ACHD PERMANENT EASEMENT PER INST. No. 202 1-1 51 503. C27 130.00' 19.99' 648'30" N46'32'56"E 19.97' C59 325.00' 50.99' 8'59'23" N61'20'25W 50.94' w 11. THIS PLAT IS SUBJECT TO AN ACHD PERMANENT EASEMENT PER INSTRUMENT No. 20, LOT 3$, BLOCK 15 AND LOT 8, BLOCK 22 ARE SUBJECT TO A GRAVITY C28 130,00' 43.69' 19'15'14" N60'34'48"E 43.48' C60 325.00' 50.99' 8'59'24" N522V01"W 50.94' 202_--.� , RECORDS OF ADA COUNTY. IRRIGATION EASEMENT. E N G I N E E R I N G lum E 5725 NORTH DISCOVERY WAY Z C29 130.00' 1 43.69' 19'15'14" N79'50'01"E 43.48' C61 265.00' 26.60' 5'45'04" N86'49'49"W 26.59' 12. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE BOISE,IDAHO 83713 Z FILED FOR RECORD AT THE ADA COUNTY RECORDERS'S OFFICE AS INSTRUMENT Nos. PHONE(208)639-6939 0 o C30 70.00' 57.81' 47"18`58" N65'4$'09"E 56.18' C62 265,00' 66.53' 14`23'08" N76`45'43"W 66,36' 2022-028701 AND 2022-065767, AND MAY BE AMENDED FROM TIME TO TIME. kmenglip.com EC3 20.00' 22.27' 63'47'44" S58'38'30"E 21.14' C63 265.00' 66.66' 14'24'41" N62'21'48"W 66.48' V E N G I N E E R I N G 20.00' 9.15' 26 12'16" S 13-38-30"E 9.07' C64 265.00' 33.77' 7'18'08" N51'30'23"W 33.75' E4-289 SHEET 3 OF 5 3 O 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 ILL U PHONE(208)639 6939 Q kmengllp.com W DESIGN BY: SRVJ > z a DRAWN BY: JAD O 0 g CHECKED BY: LCK ~ DATE: DECEMBER 2025 a G a o PROJECT: 24-289 a SHEET NO. H V 1.5 7 a N 2 _ SHEET NOTES I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD SS�ONAL £H NOTES. F� N S a Quo _ _ _ Li— — B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY 20593 _ _ _ W STREET SECTIONS. — — oo cn � D v7 I m C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND = s 12/05/25 0 ` n w 0 o m SIGNAGE. �O �9T o o g o o SEE SHEET C2.2 a �, = o�y F o ' �� �p � Z o o - - - - - - - - - - - _z - - - - - - - - - - - - - - - - - - w awl m EPA D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. R.V JvN — — — — — — - — — — - I m E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. m _ _ w rn _ _ _ R3�. % moo. - CD S. APEX WAY G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO P TOLERANCES WILL BE ALLOWED. c'�� / �' H. ALL STATION AND OFFSET LABELING RELATED TO EACH — — — — — — — — — — — — — — — — — — — vp SPOT ELEVATIONS ARE REFERENCED TO THE ROAD o "_1 Fl� mn ALIGNMENT. m m I �� I I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS Lu / y 1 I G) MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE o D m G BLOCK 15 f 10 I RIGHT-OF-WAY PERMIT. p / BLOCK 22 = 1'. !T 1 r" J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS m 2 W p CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT / �i/ �6T poi O O O7 Og 1 60'ROW 1 38 37 36 37IT , MARKINGS. N 33'TBC 35 ' G K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT r) W 1 �] 63.5' / I OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED � 0 oIh ROAD WSEE TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL o 0 0 ��j �`L� — — _ �ca`O SECTION C2.15 MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA cn _ I SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE z FUTURE APEX / C'� FF -9 s. I MATERIAL USED MEETS THE REQUIREMENTS FOR _O NORTHWEST / / r / �R O f � '34 STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N SUBDIVISION /, 030 m o E. LOFT DR. — _ — W wJi s, r: M-o— — I — NY 2 / 4 SEE SHEET C2.5 1 y� O BLOCK 21 �o \ �Qp� BLOCK : 'a + 30 20' O 1 ' I I I z R20' ROAD •. '• SEE 1 60'ROW I C 31 I I 1 / / J / / / �� SECTION D. C2.14 33'TBC Ef \ �P 24 �;s ROAD SEE \c c \ Qom} / c�sFF 9 O4 SFC,'p°9p / 510 % �`�`� O4 SECTION." 1 C2.14 P / . \c 22 O O I I cn oC / cn I I 1 m D m O I D I to I cn c 9 c R30' /. S 21 �!F` Fsy 26 m = 5 n m I = R66.5' /C'? FF '9/A FFJ' r z m z 1 = m I BLOCK 15 6 R50' ,R �iL C�� 27 .. _ D m oT o O 33.5 BLOCK 21 9� n 1 ; < I -i ry I �°'y ���.'� \ .` •.� : I •\ 20 •.Fj\• O �� l �° O 1 m O Q 8 J o 2 20' 1 1 28 I I O \ O ��, O I I : 1 �l I Z \ \ O �'�. BLOCK 1535`Ii .5' Z c \ \ \ 18 O �oP�\O�' 4. , 61 5' I I W O/ `'Q Toa c \\ 2 \\ G 12 . 1 27 ROAD I I ,�; SEE a O I SECTION I I I C2.15 0 \ O \ 9 SLu c s \\ BLOCK 15 \ ��.p �•f' 26 .` � ��I m Z 0 O / � y \ \ I \ . \ 20 \ 10 • \ 1 9 � I 2 I Q Z / \c.0/ � \ \�• � O 14 13 r ,' . BLOCK 21 O I I I I � — Q 30�� EXISTING APEX O NORTHWEST W SUBDIVISION #5 �` \ O yFF � \ W Q a.: U �, I � w a. 0 R150' I R6 24 I W 1 O E. SKYBORN DR. � I = Z b ;\ zo _ 23 fi"SD '(j BLOCK 15 — — — — — — — �. ��`` ?� °� I A x W Lu O BLOCK 15 (/� \? I 0. S \\ "o U N w G \\\\ o/ `\c 2 15 20 21 22 48' ow, O O O O O H 74.5' H \� \ 16 17 18 19 M \\ o \ ROAD SEE N m SECTION U C2.15 a I , Ir 1,1 Z \\\ - - - - - � - - - - - - - - l � z \ V) O I \ 3. " 30 G! \ 3o"c! 30"G! 0 o�G! 30 ! 3001 M C B I R N EY LATERAL —30"Gi 3o"ci 0 :o 3 ~ „�P t ' \\ \ O p O pp' Z Z s • — — 41 z \ \ I m \ \ \ \ O E. CRESCENDO ST. o o Z —(EXISTING) E. CRESCENDO ST.\— �_m N U. -J _m Ln 0 3 EXISTING APEX \ \\ I �_'t m 0 — — ' — (IP m a NORTHWEST \ c "' �� WL N SUBDIVISION #2 — I m _ _ _ ' _ _ _ __ • N m -� ENGINEERING 0 3 — — \ e — — — — — — — I \ c — T"� N N R N N _ ,_ I a' I N 5725 NORTH DISCOVERY WAY \ m �� 30' SEE SHEET C2.13 m _ c W BOISE,IDAH083713 LL °s ° Ln I N PHONE(208)639-6939 Q \ c \ \ T m ' kmengllp.com N °1, � � W I \ \ 1 DESIGN BY: SRVJ > I \ c \ < i l DRAWN BY: JAD 0 o I I \\ c\ \ \ .. 10' CHECKED BY: LCK N DATE: DECEMBER 2025 a MASTER ROADWAY AND G EOM ETRY PLAN PROJECT: 24289 Q SHEET NO. H V 0 60 120 180 a ��.0 Plan Scale: 1" = 60' Z N 2 SHEET LEGEND SS\ON AL £H TEMPORARY DRAINAGE POND #1. F�' NS W SEE SHEET C4.1 FOR STORM �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o O Z DRAIN PLANS STA., OFFSET SIDE Q �° Lv �' / 1.50% FINISHED GRADE SLOPE 20593 43.60 LIP/PCilf 43.89 CL +99.54, 48.001E FUTURE APEX / / J�gT2/05/25�0 �c� � +85.04, 48.001E I NORTHWEST / - - GRADE BREAK 0 F of 0C) � � 44.02 TBC/PC R. N .60 LIP/PT +01.54, 48.001E SUBDIVISION 36.70 LIP PT V' Q 43 �v EXISTING APEX I / / +70.54, 48.001E SUBDIVISIONO \ #5 J 43.60 TBC/PT � � I 43.64 TBC/PT/GB / +04.41, 43.851E i - -- - - - - - - SAWCUT LINE 37.20 CL +31.54, 18.001E 37.12 TBC/PT +25.94, 42.851E - - - - - - - +02.70, 44.011E 1 44.51 LIP/PC 5 43.23 LIP/PT/GB 4 36.5603.30C 18C00'B +38.54, 16.001E 5 431.54, 16.001E 36.89 TBC/PT/PC CIVIL ACRONYMS 4 +77.28, 18.001E 4 45.00OTBC 6 41.59 TBC 40.09 TBC 38.14 TBC/GB 37.63 TBC 37.12 TBC/GB o o � ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS e o +00.00, +50.00, 1 L +07.81E E . , . E 18.00E 5 FOLLOWS:+32.54, 18.00E -+77 28? 1L6 001E LL, 45.6f MA TBC - - - - - o �° - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - +80.05, 18.001E b� ® _ STA. ROADWAY STATION FROM CENTERLINE < C ROADWAY CENTERLINE o � o ° L - RO A CENT NE o 2 e.e°. aOo °o°° 5 5 PC - POINT OF CURVATURE o PT - POINT OF TANGENCY 45.5t MA CL b� 1.66% �`�' 37.53 CL/INT 1 36.14 LIP/PC/GB � ELE. - ELEVATION 0 3 �� �� 43.55 CL/GB o 1.11% oo / / p. L - STATION OFFSET LEFT +80.05, 0.00' o �S 3 +61.31, 0.00' 3 +03.30, 16.001E 36.46 CL PC GB ci 15+00 1.17% 1 17% 16+00 1.60% +31.54, 0.00' 17+00 3.00% c�i 18+00 1.10% N 1.10% 19+00 0.58% 20+ +03.30, 0.00' , R - STATION OFFSET RIGHT -I E. APEX AVE. - y - - - - - - - - - - f-� - - 0.52% TBC - TOP BACK OF CURB 44.83 CL I 0 38.04 CL/GB 37.02 CL/GB 0 0.45q, �\� RIM - RIM OF STRUCTURE STATIONING STARTS o 44.29 CL/INT/GB o �\� � 36.14 LIP/PC/GB o� , � ^ LIP - LIP OF GUTTER 0 3 0 ^� S +07.81, 0.00' , V MA - MATCH EXISTING AT INT OF APEX AND +38.54, 0.00' 1.17% +85.04, 0.00' 1.60% N +14.81, 0.00' O �9 +03.30, 16.00'R 3 36.79 CL 27�0 0' / CRESCENDO cv �'699 SW - SIDEWALK 0. 0% +77.28, 0.00' y 0 0 4 , �� EP - EDGE OF PAVEMENT cn S9 EDG - EDGE OF GRAVEL z 3 37.01 CL/INT/GB , v FL - FLOW LINE O 45.6t MA TBC b w° �a 5 - - - - - - - - - - +25.94, 0.00' +80.05, 18.00'R HOC - TOP OF CONCRETE N - - - - - - o- - - - - - � - -743.644 - � � - _ HP - HIGH POINT w 5 41.59 TBC 40.09 TBC 36.70 LIP/PT J �1 6 +00.00, 18.00'R +50.00, 18.00'R o o - - - CR - CURB RETURN 45.00 TBC5 �� +07.81, 16.00'R- - - - 4INT - INTERSECTION 44.39 TBC/GB TBC/GB \r roP +32.54, 18.00'R +85.04, 18.00'R +31.54, 18.00'R 37.72 LIP/PC 5 37.12 TBC/PT/GB 36.89 TBC , SCT - POINT AT SAWCUT 4 +07.81, 18.00'R 5 -1 SHEET NOTES ° � 4 +14.81, 16.00'R � �° R,- � +77.28, 18.00'R WILLIAMS PIPELINE 38114 TBC/GB/PC 37.11 TBC/GB 0 O I , 41/� A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 10' EASMENT +14.81, 18.00'R 0 37.00 LIP/GB +25.94, 18.00'R NOTES. ,.,., +85.18, 25.37'R 36.56 TBC/PC/GBCoj ° I 37.29 TBC/PC 37.42 TBC/GB +03.30, 18.00'R B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY W 1 37.29 TBC/PT +77.81, 48.00'R +86.60, 26.79'R STREET SECTIONS. Z � +44.81, 48.00'R J I 36.87 LIP/PC SEEPAGE BED #1. C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND ROADWAY CROSSES EXISTING W 36.87 LIP/PT +75.81, 48.00'R SEE SHEET C4.0 SIGNAGE. o WILLIAMS GAS PIPELINE. _ +46.81, 48.00'R FOR STORM z PROTECT IN PLACE. SEE DRAIN PLANS D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. 'WILLIAMS DEVELOPER BLOCK 15 SEE SHEET C2 . 3 BLOCK 22 HANDBOOK' FOR MOREE. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. INFORMATION REGARDING WORK WITHIN THE EASEMENT. Q g O O O O O 2O O3 O F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. _J G) _ III III 1,41 G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. APEX WAY PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O Ln K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT z z 2754 2754 OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Z Lu MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O J 0o SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ LL + MATERIAL USED MEETS THE REQUIREMENTS FOR O It 00 o STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. z C) w 8- 00 2751 �' 2751 KEYNOTES ® � - p II Nff) + II �, 1 z a ao II 1. CONNECT TO EXISTING CURB, GUTTER, ASPHALT AND z L�LI Q v N ' SIDEWALK. CONTRACTOR TO FIELD VERIFY CONNECTION r N II ELEVATIONS PRIOR TO CONSTRUCTION. IF DISCREPANCIES Q z Z II ZN ARE FOUND, CONTACT ENGINEER OF RECORD FOR Q > J cn `� REDESIGN. C J N LEI w II c� " N L 2748 w w w J z Y 2748 2. SAWCUT EXISTING ASPHALT A MINIMUM OF 2'. REPAIR W >_ 0 w Li N 0� AND CONNECT PER ISPWC AND ACHD STANDARDS \ W m SD-301, SD-303 AND SD-806. 5 C N II w 11 w G w J 0 3. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD = X Z SUPPLEMENTAL STANDARD DRAWING �w w . -1'17q 0 2745 4. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD or_ Q 2745 _ + o 0) SUPPLEMENTAL STANDARD DRAWING SD-709. O Q N 00 + N \ 17% II 00 o + � � N 60q + Ki 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC z Q -1. II II °' + o N STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES x O cn o o N PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES FINISHED GROUND co ul II N II w SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 2742 j N r- ~< 04 o II a r 2742 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) o "' cn Of r co - N AND SHALL BE COLORED 'TRAFFIC YELLOW'. < n �„ m z o \ 3 0 II � N m z N 6. PEDESTRIAN RAMP TYPE "A" MODIFIED TO HAVE A 10 FT z � 009 J m J z WIDE THROAT PER ISPWC STANDARD DRAWING SD-712A, ow, 0 w w w II v w II o N WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL w Q o z w DRAWING SD-712. DOMES SHALL BE RIGID INSERTS X FL w _j w N 0 w cn II WET-SET INTO THE CONCRETE (CONCRETE STAMP AND m 2739 c"`' w w 2739 ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED ro LL w Z w 'TRAFFIC YELLOW'. 1 �\ Z � - -1.109 w LLJ 0 Z w O -1.10 0 0. 5% ` 0 � _ 0.58% 0. 5% - - - - N 2736 - - - - - - - - - - 2736 (� N O - - - - - - - - - - - - _ N EXISTING GROUND ROADWAY CROSSES EXISTING WILLIAMS GAS PIPELINE. E PROTECT IN PLACE. SEE U) 2733 WILLIAMS DEVELOPER 2733 Z HANDBOOK' FOR MORE A O 0 INFORMATION REGARDING = WORK WITHIN THE EASEMENT. SEE SHEET C4.0 FOR STORM o cn DRAIN PLAN E N G I N E E R I N G 0 a EXISTING GROU D CENTERLINE N 5725 NORTH DISCOVERY WAY 2730 FINISH GROU D CENTERLINE 2730 0 BOISE,IDAHO 83713 LL U PHONE 208 639 6939 Q M M OC)M M M cfl kmengllp.com 00 r) ao r) rn rn rn rn rn rn ao LO N LO r o rn M 0 0,00 W N � 7 ui � o N ,� N DESIGN BY: SRVJo oo N � N M cr LO LO LO ri 0 0 u M >M r M r M r M M M M M M M M O 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 r N r N r N r DRAWN BY: JAD a N N N N N N N N N N N N N N N N N N N N N N N N _ I 0 CHECKED BY: LCK DATE: DECEMBER 2025 a 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 PROJECT: 24 289 Q SHEET NO. V CO • 7 a N 2 SEE SHEET C2 . 10 SHEET LEGEND S\pN AL £H �ELE. & DESCRIPTION o Ncf S � FINISHED GRADE ELEVATION � � STA., OFFSET SIDE Q �° Lu W W 49.76 TBC p 1.50% FINISHED GRADE SLOPE 20593 FUTURE APEX NORTHWEST +62.50, 38.07'L +66.770 � I � � s�g12/05/25 0� 59.50'L 37.12 TBC/PC SUBDIVISION N I _ _ �O/ lF OF +49.19, 44.01'L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 49.50 TBC v W W GRADE BREAK 'lip V j\j +53.10, 28.34'L O 4019, TBC/PT0'L - - - - - - - - - SAWCUT LINE 37.40 TBC/PT c/i 36.89 TBC/PT/PC +76.19, 23.50'L 41.35 TBC 49.14 TBC +74.60, 18.00'L +26.28, 18.00'L +29.94, 23.50'L +31.27, 23.50'L 49.64 LIP/PT aco 36.70 LIP/PC 37.87 TBC/PC/GB 40.27 TBC/PC 41.86 TBC/GB +68.77_ 53.50'Lww +47.47, 43.85'L 36.47 LIP/PT/PC +59.71, 18.00'L +59.72, 23.05'L +76.44, 23.50'L 2 45.58 TBC +74.60, 16.00'L 40.84 TBC/GB 44.07 TBC +00.00, 23.50'L 48.51 �13,TB3/BVC B o o i CIVIL ACRONYMS 37.20 CL 2 +83.44, 23.50'L +50.00, 23.50'L +25.94, 42.85'L 3 36.84 TBC/GB 38.26 TBC/PT - - - - - - - - - - - - - - - - - - - - - ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS W W +86.30, 18.00'L +76.18, 18.45'L - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - a - - - - - - % d d< ° � FOLLOWS: _ - - STA. - ROADWAY STATION FROM CENTERLINEui d d de 0 d 49.36 CL/GB ¢ d° CL - ROADWAY CENTERLINE o ° 40.94 LIP 75% 4 +79.77, 0.00UJ� D PC - POINT OF CURVATURE ` o o 41.37 CL/INT b\ 'Q 36.42 LIP GB 1 +29.94, 21.50'L o O 1 49.19 CL/EVC 1 / / °( PT - POINT OF TANGENCY / 37.77 CL/GB o +29.94, 0.00' o +36.74, 0.09'L 48.76 LIP PC EVC ELE. - ELEVATION +86.30, 16.00'L cv Ci +36.74, 21.50'L L - STATION OFFSET LEFT S ^ , 0.52% +59.71, 0.00= - - - S. APEX WAY- - - - - v , \ 23+00 24+00 25+00 26+00 27+00 R - STATION OFFSET RIGHT 22+00 1.40% 2.50% 1.10% 1.10% 3.00% 0.40% 2.00% 37.01 CL/INT/GB 12"sD 12"sD 12 SD 12"sD 12"so i2 sSD 2'M �� - 41.88 CL/GB ~� - I I 0-8 TBC - TOP BACK OF CURB +25.94, 0.00' 36.42 LIP/GB I +76.44, 0.00' 0 45.59 CL RIM - RIM OF STRUCTURE Von40.86 CL/GB 48.53 CL/BVC 48.76 LIP/EVC 48.70 LIP/PC I I LIP - LIP OF GUTTER 7� , +86.30, 16.00'R 37.30 CL/PT 1 (b �0 I o +00.00, 0.00' 49.69 CL GB MA - MATCH EXISTING +26.28, 0.00' +83.44, 0.00' a s 1 +97.73, 0.00' / kp_ 3 0.62% `L� �i +36.74, 21.40'R 4 47.77, i 1.50'R I +96.27, 0.00' SW - SIDEWALK 1 2 0.58% W W EP - EDGE OF PAVEMENT vn y EDG - EDGE OF GRAVEL z / 40.27 TBC/PC ° FL - FLOW LINE V) s °� � � TOC TOP OF CONCRETE +59.72, 23.05'R 0 s s s r s 4 HP HIGH POINT > W 10000% /I 36.74 CL/GB - - - - - - - - - - - - - - - - - _ �_ _ - �° s - - - - - -r44.07 - - - - - - - - - - - - - - - - - - - - - - - a CR - CURB RETURN w - +86.30, 0.00' -38.26 TBC/PT 40.67 TBC/PT Q s 0 41.45 LIP/PT INT - INTERSECTION +76.18, 18.45'R % s s �\ +76.44, 21.50'R TBC 45.58 TBC 48.51 TBC/BVC 3 ° / O1 +76.19, 23.50'R I SCT - POINT AT SAWCUT 37.40 TBC/PT s 2 +50.00, 23.50'R +00.00, 23.50'R +97.73, 23.50'R 49.14 TBC 8 °R 37.11 TBC/GB +26.28, 18.00'R 40.43 LIP PC GB 3 3 41.86 TBC/PT/GB +25.94, 18.00'R 37.87 TBC/PC/GB / / +31.27, 23.50'R I SHEET NOTES F +76.44, 23.50'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +59.71, 18.00'R +83.44, 21.50'R 48.40 LIP/PT 36.84 TBC/GB '-'' I I 2 +53.749 204.106R +79.77, 53.SOiR NOTES. / 40.85 TBC PC GB > 41.07 TBC/PC/GB s ° / +86.30, 18.00'R / / I Q +46.44, 53.50'R a / SEEPAGE BED #2. +83.44, 23.50'R I I I 48.92 TBC I H I B. STREET SECTIONS. AND C2.15 FOR TYPICAL ROADWAY 2 SEE SHEET C4.0 FOR 40.65 LIP/PC +73.50, 38.07'R 0.W STORM DRAIN PLANS 4Lu +13 TBC/PT/GB v +44.44, 53.50'R 1 C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND // BLOCK 22 +13.44,I 53.5i'R � vi � I BLOCK 15 48.67 TBC PT �° ° � I I SIGNAGE. p O4 5O O6 O7 O8 z 40.65 LIP/PT I I 38 37 36 35 +77.77, 59.0 D 'R +15.44, 53.50'R I s I SEE SHEET C2 . 10 . SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. I _ E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. S. APEX WAY PLAN AND PROFILE SEE SHEET C 2 .3 F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. 0 30 60 90 0 3 6 9 H. ALL STATION AND OFFSET LABELING RELATED TO EACH Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SPOT ELEVATIONS ARE REFERENCED TO THE ROAD w ALIGNMENT. 2760 0 2760 I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 2757 PVI STA: 27+17.23 � 2757 MARKINGS. O PVI ELEV: 2749.11 0) z K: 15.00 + K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT z LVC: 39.01 r- N 00 OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q N II II TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Z Lu II Q 0> MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O J Q cO SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ LL 2754 t 0) N Z 2754 MATERIAL USED MEETS THE REQUIREMENTS FOR O r 00 Q0. STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. z 0) � M ¢ N U Q W N N N N m II � II KEYNOTES ® C) - z C) Ld > N o w z w 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z w Q 2751 > m m w �`' 0 w 2751 SUPPLEMENTAL STANDARD DRAWING SD-701. / z Q O Q 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD - J CL SUPPLEMENTAL STANDARD DRAWING SD-709. 0 0 4 % 2 0 ° 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC w W Q oo 6 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES S N o SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE G x 2748 00 � + N _ 2748 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Lu N II 00 FINISHED GROUND r 4. INSTALL PEDESTRIAN RAMP TYPE "A" MODIFIED TO HAVE II Q � � � � A 10 FT WIDE THROAT PER ISPWC STANDARD DRAWING N M Y SD-712A, WITH TRUNCATED DOMES PER ACHD O 0 vi N Z 6 N SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE o N Of m RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE z Q 2745 °N° Y r v W II 3�0% / 2745 STAMP AND ADHESIVE MATS NOT ALLOWED) x O 0) o cn 11 a w L u pC N cD + + N + II aw Zw I c� Q J II N II N 0 w EXISTING GROUND 2742 U) Q U) Y - - 2742 M m o � o r7 m 1. ° _ _ _ - - 0r Qr zN w II 1.10% _ a O N W' N J Q W _ m � - - W I `Z J 2739 w 0 w z.5 _ _ _ - - - - 2739 LQ z V 1.40% _ _ _ - _ - - 0. 5% -0.4 % 1.40% 2736 - - - - 2736 H w - - - - - - U) " - - - Z 3 O 0 C� 2733 SEE SHEET C4.0 2733 ENGINEERING a FOR STORM 5725 NORTH DISCOVERY WAY O a DRAIN PLANS BOISE,IDAHO 83713 LL 0 U PHONE 208 639 6939 Q kmengllp.com EXISTING GROUND CENTERLINE W " 2730 Li FF FINISH GROUND CENTERLINE 2730 DESIGN BY: SRVJ > a DRAWN BY: JAD 0 o CHECKED BY: LCK ~ r7 O c0 O O r7 m c0 O M 00 N r7 r- N n ^ O O 00 't 00 O O O) O) 00 m m ^ Cn N � po 00 O 0) V O) O 00 n N c0 N O � � O r7 I� N O 0) 00 I� cD N 0 A v) co `n (6 o (6 o 6 (0 � r- ri ^ Oo 0i 00 0i 00 6 0' 0� rn O Ci O M O 4 iri co N r N ao n 0i n 0i 00 0i ^ DATE: DECEMBER 2025 n M M n M n r7 n M r7 �`� r7 r7 � � � � r7 � Z N N ^ N ^ N ^ N N N N � N N N ^ N Cq N N N N N ^ N ^ N ^ N ^ N ^ N N N N PROJECT: 24-289 o N N N N N N N N N N N N N N N N N N N N N N N N SHEET NO. H 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70 27+00 27+30 27+60 27+96+00 C2.2 0 a Z N 2 SHEET LEGEND S\pN AL £H �ELE. & DESCRIPTION �oF NS FINISHED GRADE ELEVATION STA., OFFSET SIDE Q �° 1.50% FINISHED GRADE SLOPE 20593 J� 12/05/25�o Cv GRADE BREAK lyR VOF JUNGF. - -- - - - - - - SAWCUT LINE SEE SHEET C2 . 1 SEE SHEET C2 .4 SEE SHEET C2 . 2 SEE SHEET C2 . 5 CIVILACRONYMS I III I I 37.00 LIP/GB BLOCK 22 s I III I I BLOCK 15 I I I I 37.12 TBC/PT/GB I +25.37, 23.871E I s I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +18.00, 46.50'L 37.42 TBC/GB 41.85 TBC/PC/GB I ° I FOLLOWS: III I I +26.79, 25.291E O s° I I a +23.50, 46.501E I 39.83 TBC I o I ui I I 3$ +00.00, 16.501E STA. - ROADWAY STATION FROM CENTERLINE ® 36.87 TBC " s I III I I ' I CL - ROADWAY CENTERLINE o 36.70 LIP/PC O I 41.45 LIP/PC I 38.21 TBC/PT PC - POINT OF CURVATURE +16.00, 46.50'L 37.29 TBC/PC +00.00, 16.501E I s 130 23 I +21.50, 46.50'L +80.50, 36.501E I 2 PT - POINT OF TANGENCY I +48.00, 16.501E O O 41.07 TBC/PT/GB I O O ELE. - ELEVATION 36.36 TBC/PT I I 3 +53.50, 16.501E - _ _ _38.50 TBC/PC/GB III I I Q I 36.87 LIP/PT 36.66 TBC/PC +75.00, 36.501E Q +60.50, 16.501E 3 38.00 LIP/PT I L - STATION OFFSET LEFT 1 +48.00, 14.501E +55.00, 16.501E s, III (. III I +82.50, 36.501E I R - STATION OFFSET RIGHT -�- 40.65 LIP/PT 38.30 LIP/PC TBC - TOP BACK OF CURB x 4 36.16 LIP/PT I ° x - RIM - RIM OF STRUCTURE 37.06 TBC/GB 36.45 LIP/PC 5 + +77.00, 36.501E w +53.50, 14.501E +60.50, 14.501E Lu o s �� I a 4 5 � LIP - LIP OF GUTTER Q cr d +53.00, 16.501E +55.00, 14.501E s° 1 Q BLOCK 21 vi o 4 ° 5 BLOCK 21 I vi 2 40.75 TBC/GB - - - - - � I MA - MATCH EXISTING - - - - - - - - - - MM I - +58.50, 16.50'L- - - �n SW - SIDEWALK I s w I W I 1 0 5 T EP - EDGE OF PAVEMENT z s° I V ) EDG - EDGE OF GRAVEL I - ° 2 3 0 7 N I ° 38.44 CL/INT I FL - FLOW LINE O Ln I I ° fi U � 0 S q.% •�39 1� 1. 9 5% • 9 I I (V TOC - TOP OF CONCRETE N � S" 36.74 CL B 9 141.37 CL INT Sg 8 A9 +97.00, 0.00' w 37.53 CL/INT 1\'� ° 1 0• / 40.94 CL/GB O 38.59 CL/GB 0 I 7 FUTURE APEX 6 o f +55.00, 0.00' +00.00, 0.00' U HP - HIGH POINT w +00.00, 0.00' 0 00 1 1+00 1 1 92.00% s 12 00 +53.50, 0.00' 1 1+00 1 O 1 1 I CR - CURB RETURN 0.77% c�i 0.40% 0.40% � I +60.50, 0.00' c ac NORTHWEST I ° �-rrso s�T ° ° - w FUTURE APEX I 0jl�x .80% 6 - - - 0.40% ° SCT - POINT AT SAWCUT SUBDIVISION 2.00% INT - INTERSECTION ALLEY B (PRIVATE) 13g 6 0 1 E. DOME DR. 1 ��I° s ALLEY "A" (PRIVATE) w NORTHWEST I a 2 2 20� o S. CUSP AVE. �° w \� 1 0,84q ��'� T SUBDIVISION I ° �s9 ��q° N 085q ��� N 12 w SHEET NOTES A.6g% /` 36.59 CL/INT/GB v 2 0 N I I T A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 37.16 CL/GB 3 +91.50, 0.00' (� Z NOTES. 10 +48.00, 0.00' o I I 2 40.75 TBC/GB 1 0 - - - - - - V) e 2 ° s s e 'w I w +58.50, 16.50'R - _ _ B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY d� - 38.30 LIP/PC °°01 W STREET SECTIONS. s co e s ° 37.06 TBC/GB 36.45 LIP/PC 5 w 40.43 LIP/PC 4 +53.00, 16.50'R +55.00, 14.50'R 5 I ° I (� +21.50, 46.50'R 40.65 LIP/PT +60.50, 14.50'R 5 5 w C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND 4 36.16 LIP/PT I +53.50, 14.50'R 38.50 TBC/PC/GB d 38.00 LIP/PT° V) SIGNAGE. z 36.87 LIP/PT 36.66 TBC/PC I I +77.00, 36.50'R I 41.07 TBC/PT/GB +60.50, 16.50'R I s +55.00, 16.50'R I 3 _ _ _ _ _ _ _ _ +82.50, 36.50'RI D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. +48.00, 14.50'R I III I II' I +53.50, 16.50'R - 36.36 TBC/PT I 40.85 TBC/PC/GB 3 o E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. 37.72 LIP/PC 0 38.21IITBC/PTIII 37.29 TBC PT I 1O ° +16.00, 46.50'R / +75.00, 36.50'R I +23.50, 46.50'R I I ° +48.00, 16.50'R I 122 I 39.84 TBC w +80.50, 36.50'R- - - - - - - F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. 38.14 TBC/EVC/PC 36.87 TBC 21 I $ � I +99.69, 16.50'R I 0 I +18.00, 46.50'R +00.00, 16.50'R I O a Lu 30 G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO I� °I I I I O I I I I I BLOCK 22 O I i TOLERANCES WILL BE ALLOWED. BLOCK 15 I I I H. ALL STATION AND OFFSET LABELING RELATED TO EACH SEESHEET C2 . 1 SEE SHEET C2 . 2 SEE SHEET C2 . 5 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD SEESHEET C2 .4 ALIGNMENT. I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT E. DOME DR. PLAN AND PROFILE S. CUSP AVE . PLAN AND PROFILE MARKINGS. O c� K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT z z OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL z J LuL J MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. CL J J Plan/Profile Profile Scale: Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' PlPfil Scale: 1" = 30' Pfil Vertical Sl 1" = 3' SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE - Li- LL MATERIAL USED MEETS THE REQUIREMENTS FOR z O O Q Lu KEYNOTES 2748 2748 2751 Q 2751 # Q - 2 0 � a 1 SUPPLEMENTAL INSTALL 3" LSTD CURB AND GUTTER ANDARD DRAWING SD-PE02 ACHD Z LuQ Q a Q w O 0) 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD - O Q Q a oo 6 SUPPLEMENTAL STANDARD DRAWING SD-701. 0 J J O � tz ON CL a_ 2745 q "? 0 2745 2748 + + 2748 3. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD W IY w o (0 C6 00 0 SUPPLEMENTAL STANDARD DRAWING SD-709. uj > II II o rn Q II 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC LuQ II II + + + V) < o STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Q, II `n Z rn o O PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES O N II II II o N + rn SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE U 2742 z ' Q Q a, 2742 2745 v N + 2745 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) 2 `V Y N r uo II AND SHALL BE COLORED 'TRAFFIC YELLOW'. O Q w vi U wN r7 w > II II I w II Z Z � J Q rn 5. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD z Q w > m l II o N ? w J N u N SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED x O J p I- w w Y M DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. Z w it w J � II w N zo DOMES SHALL BE RIGID INSERTS WET-SET INTO THE Lu > w CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT 2739 FINISHED GROUND v w z � 2739 2742 FINISHED GROUND m 2742 ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q -0.80% w 6. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND w Z F, GUTTER TO 3" ROLLED CURB AND GUTTER. 0.77% -0.40% 7. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD X - = 0% - -2 2 9° SUPPLEMENTAL STANDARD DRAWING SD-710C. INSTALL " 2736 _ _ - 2736 2739 - - - _ 2739 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY - - - - - - -0.40% APPROACH WITH 6" THICK CONCRETE N EXISTING GROUND - - - - Z - - - - - o Q 4 EXISTING GROUND 2733 2733 2736 2736 (> N FL SEE SHEETS C4.0 SEE SHEETS C4.0 AND C4.1 FOR CO U) Z AND C4.1 FOR EXISTING GROU D CENTERLINE STORM DRAIN EXISTING GROUND CENTERLINE a 2730 STORM DRAIN FINISH GROU D CENTERLINE 2730 2733 PLANS FINISH GROUND CENTERLINE 2733 Z o PLANS Q a V v= OJ cD N O OJ I- O O LO I� O M I� 00 r N O 00 O O t0 N M I_ O Lq N 3 rOj O r cD 6 cD 6 cD 6 00 O 00 O 0 O 00 'i 1.1. 00 i N N N N ^ N N N N E N G I E E RI G 3 N N N N N N N N N N N N N N N N N 572 O a BOISE,IDAHO 3713 LL IF PHONE(208)639-6939 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 kmengllp.com Lu DESIGN BY: SRVJ > a DRAWN BY: JAD 0 g CHECKED BY: LCK ~ DATE: DECEMBER 2025 a G a o PROJECT: 24-289 a SHEET NO. H V C° • 7 a N 2 SHEET LEGEND S\pN AL £H �ELE. & DESCRIPTION �oF NS FINISHED GRADE ELEVATION STA., OFFSET SIDE Q �° SEE SHEET C2 . 1.50% FINISHED GRADE SLOPE 20593 = s 12/05/25�0 I ° II BLOCK 221 - - GRADE BREAK �OOIyTF OF \O O 5 O O j j 0 R V. J\03N O36.45 LIP/PT I 36.45 LIP/PC - -- - - - - - - SAWCUT LINE O +74.04, 36.501E 0 +03.04, 36.501E 36.13 TBC/GB O BLOCK 15 o W I +83.54, 16.501E 36.66 TBC/PT 0 � 2 36.66 TBC/PC +72.04, 36.501E 00 I +05.04, 36.501E 36.25 TBC/PC/GB 36.16 LIP/PC w +13.63, 16.501E CIVIL ACRONYMS +52.04, 14.501E 36.36 TBC/PT I 50 +25.04, 16.501E ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 37.39 TBC/PT 36.36 TBC/GB 2 FOLLOWS: +78.54, 16.501E 2 +50.54, 16.501E_�\ 3 3 36.16 LIP/PT +25.04, 14.501E I STA. - ROADWAY STATION FROM CENTERLINE - - - - - - - - o - - N CL - ROADWAY CENTERLINE o CO .CP V-•� PC - POINT OF CURVATURE 38.02 TBC 1 36.44 CL/GB o k 7 U PT - POINT OF TANGENCY _+50.35, 16.50'L +50.54, 0.00' 1 L \ ELE. - ELEVATION �7 �� �O�° L - STATION OFFSET LEFT / 0 g4% �� 0.,34.2. 36.21 CL/GB J R - STATION OFFSET RIGHT 4 - f 0 +83.54, 0.00' w TBC - TOP BACK OF CURB 104 1 1+00 1.44% 0.40% 12+00 0.40% - 13+00- ' = w \ RIM - RIM OF STRUCTURE 7 ' 0.40%SD 5 S MA - MATCH EXISTING \ LIP - LIP OF GUTTER 37.48 CL/PT/GB 38.55 TBC +78.54, 0.00' 0 36.59 CL/INT/GB o ' U = \ 2 +26.05, 16.501E / 1 +88.54, 0.00' 0.40% 0 4 0.40% E. LOFT DR. '8so I"- (/� 1 SW - SIDEWALK 04 \ EP - EDGE OF PAVEMENT cn 2 1 78,5 w \ \\ EDG - EDGE OF GRAVEL ZO FL - FLOW LINE _ W TOC _ TOP OF CONCRETE _N 1 Ax \ HP HIGH POINT Lu W 39.20 CL/PC/GB j - -37.39 TBC/PT - p \ CR - CURB RETURN ~ +00.00, 0.00'L +78.54, 16.50'R 22 3 3 36.36 TBC 2 \\ INT - INTERSECTION •39.12 TBC/PC/GB +25.04, 16.50'R l SCT - POINT AT SAWCUT +00.00, 16.501E I 0 38.26 TBC 36.36 TBC/GB 12 36.45 TBC I I I \ +39.27, 16.50'R +50.54, 16.50'R +04.54, 16.50'R 36.25 TBC/PC/GB SHEET NOTES D +13.63, 16.50'R 39.12 TBC/PC/GB A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD r 2 +00.00, 16.50'R 36.45 TBC NOTES. m° ° 36.30 LIP/GB 23 \\ F O +72.54, 16.50'R _ +88.54, 14.50'R l0 \ B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY MATCH LINE - 21 D y 36.13 TBC/GB I �; 30 \\ �� STREET SECTIONS. ' BLOCK 21 +83.54 16.50'R \ SEESHEET C2 . 6 \ C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND � � � SIGNAGE. o D 36.33 CL/PC/GB I - z ° ' v +13.63, 0.00' SEEPAGE BED #3. D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. SEE SHEET C4.0 FOR \ z SEE SHEET C2 .8 STORM DRAIN PLANS E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. Om F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO w TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD E . LOFT DR. PLAN AND PROFILE ALIGNMENT. I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O Ln K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT Z Z OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Z 2751 2751 MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O Lu J SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ MATERIAL USED MEETS THE REQUIREMENTS FOR Li- STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. Z O z m KEYNOTES # > W 2748 m Q 2748 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD m Z W Z 0 o a SUPPLEMENTAL STANDARD DRAWING SD-702. Q z 0 0 0 00 0 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Q Q + + 0 o SUPPLEMENTAL STANDARD DRAWING SD-709. 2745 lol lol It 0 0 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Lu o 2745 SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED W _ 0 o DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. N o+ � `n DOMES SHALL BE RIGID INSERTS WET-SET INTO THE m 0 00o rn M rri CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Q CN IQI + + ± N M ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. \ cn II II 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD O 5 LLj 2742 ui z N m II II II 2742 SUPPLEMENTAL STANDARD DRAWING SD-710C. INSTALL M THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY Z Q w II N N rn N V M APPROACH WITH 6" THICK CONCRETE x O Z w 0 Y M (D � U M N W _ W �r � � YrM 0 M w 1..1.N M Q I� U W J m 0 r W N W N L L w II W II U N m Q II 2739 w Q N II o w II 2739 ui -�,209, EXISTING GROUND 0' ' J w W o \ / o - Z W U W a V a - - m 1.449; - X - N - N - m 2736 0.4 %- - - - - - 4 0.40% 2736 N Z o FINISHED GROUND a N 2733 O 2733 m H w Z Z 2730 SEE SHEET C4.0 2730 O FOR STORM N DRAIN PLANS N E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY O o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 LL o FINISH GROUND CENTERLINE PHONE(208)639-6939 Q 2727 2727 kmengllp.com N W a cD N 0)C r N n M n M r7 C M 0C IC! CN to DESIGN BY: SRVJ O>co 0LO (6 0 ` (6n c0 (6 � CD (0 6 6 DRAWN BY: JADof00 apr) O M CD M z M r7 rM M M M ° N r r r r N r N r N r N r N r N r N r CHECKED BY: LCK N N N N (V N N N N N N N N N I.i F DATE: DECEMBER 2025 A o PROJECT: 24-289 li 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 SHEET NO. Q V V .4 a Z N 2 SHEET LEGEND S\pN AL £H SEE SHEET C2 . �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o� NS /2< STA., OFFSET SIDE Q �° ° 38.30 LIP/PC 1.50% 20593 0 FINISHED GRADE SLOPE O O O O O +10.04, 36.50'L 38 37 36 35 un 12/05/25�o Gv BLOCK 22 a s+112 04,638.00 O O /L B � qTF F ��P 38.29 LIP/PT a 4 +81.02, 36.50'IL v 38.21 TBC/PT - - GRADE BREAK IyR V. JUNG�' O38.54 TBC/PT/GB +79.04, 38.001 vi +32.04, 16.501 BLOCK 15 38.00 LIP/PT 38.36 TBC/PC - -- - - - - - - SAWCUT LINE 37.17 TBC 37.65 TBC 38.21 TBC/PC I 3 +321.04, 14.50'L +96.86, 16.50'L +50.00, 16.50'L +59.04, 16.501 36.46 TBC 36.66 TBC/PT/GB +00.00, 16.50'L I 3 38.16 TBC/GB 38.51 TBC +54.92, 16.50'L +96.21, 16.50'L 38.00 LIP/PC +45.54, 16.50'L +22.98, 16.50'L CIVIL ACRONYMS 2 _ - - - - - - - - - - - - - - +59_04, 14.50'L 4T o - _ - - -37.95 LIP/GB ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS s s s W o s +45.54, 14.50'L s s s FOLLOWS: ui STA. - ROADWAY STATION FROM CENTERLINE 36.25 TBC/PC 1 ° g5% `�6 � p 85 4 s° s CL - ROADWAY CENTERLINE o +13.63, 16.50'L o 38.29 CL GB 0' 9 ` 9 +45. , 0.0 PC - POINT OF CURVATURE / 36.74 CL/PT/GB O } / ° / I +59.04, 0.00' +45.54, 0.00' \ ° +96.21, 0.00' cv 0.95% 0.40% 0.40% PT - POINT OF TANGENCY s° _ - - _ ELE. - ELEVATION p50% 38.44 CL/INT/GB b� �,0.40% �ss9, 1 s / L - STATION OFFSET LEFT / 0 i E. LOFT DR. is"sD-0 �s"sD �s"sD D R - STATION OFFSET RIGHT 0 +95.54, 0.00' 0.40% 0 1 38.64 TBC 04 N 0.40% 38.44 CL/PC/GB \ +47.28, 16.50'L TBC - TOP BACK OF CURB / 36.33 CL/PC/GB 38.44 , 0.00' RIM - RIM OF STRUCTURE a LIP - LIP OF GUTTER +13.63, 0.00' Ill N1° s 37.95 LIP/GB \ 33 MA - MATCH EXISTING s ° ° s ° s '""'"° s +45.54, 14.50'R SW - SIDEWALK ° _ ° _ 38.21 TBC/GB_ - ° _ ° ° _ 1•.- - - �••- - 1 1 2 EP - EDGE OF PAVEMENT N S , - 36.66 TBC/PT/GB 37.17 TBC +59.04, 16.50'R 4 s ° - 3 38.16 TBC/GB �2" 38.87 CL/PT/GB EDG - EDGE OF GRAVEL z +96.21, 16.50'R 3 +75.40, 0.00' FL - FLOW LINE - +50.00, 16.50'R +45.54, 16.50'R \ - /� , ,2 ' \ l s 38.33 TBC s 38.79 TBC/PT TOC - TOP OF CONCRETE N 2 38.26 TBC +02.86, 16.50'R 2 HP - HIGH POINT Lu °°s ° 38.36 TBC PC +75.40, 16.50'L W / \ \ +70.86, 16.50'R / I s CR - CURB RETURN w° ° 38.15 LIP/GB +96.86, 16.50'R s INT INTERSECTION 37.65 TBC +00.00, 16.50'R I I ; +95.54, 14.50'R 38.79 TBC/PT SCT - POINT AT SAWCUT �x "(/ S \ I J I a° a +75.40, 16.50'R SHEET NOTES 36.25 TBC/PC MATCH LINE - � +13.63, 16.50'R \� BLOCK 21 I I -� O s, � m 38.21 TBC A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +32.04, 16.50'R 32 NOTES. /o�� •Q \ \ s° SEEPAGE BED #4. SEE SHEET C4.0 FOR I w SEE SHEET C2 . 7 \ \ � B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY STORM DRAIN PLANS STREET SECTIONS. S E E SHEET C2 .9 I I I ' I I I if', C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND SEEPAGE BED #3. Q SIGNAGE. z SEE SHEET C4.0 FOR STORM DRAIN PLANS w D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. v `n z E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. a °C F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. N E. LOFT D R. PLAN AND PROFILE G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 0 30 60 90 0 3 6 9 ALIGNMENT. I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 2751 2751 MARKINGS. O Ln W K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT z z 00 Q w OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q o > TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL z ui N Q MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O W Q 0 o SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ J 2748 C0 0' 0 � 2748 MATERIAL USED MEETS THE REQUIREMENTS FOR 00 `� o STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. z O 0000 rn rn 00 Lf) rn Of > Q W � +_ +_ +_ ± 0 KEYNOTES ® - o II u n u ao rn ¢ 0 Q � cq + °+° 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD m z W Z 2745 + 00 N + c+o ^ oN 2745 SUPPLEMENTAL STANDARD DRAWING SD-702. Q z 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Q Q 00 (6 II N II a SUPPLEMENTAL STANDARD DRAWING SD-709. J r2 + Q w II U N II a U) + r2 N w > N N N m 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Lu W r� � w w II 00 m 0 00 SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED II z w w QCD `t 00 DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 2742 II Z UJ N 0 00 W N 2742 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Q O U m w II W II Z N II ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. J J W r� � w II Z w 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD LJ O W E W J SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL O M i° w N w J w THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY Z Q 2739 Z N I� FINISHED GROUND 2739 APPROACH WITH 6" THICK CONCRETE x O W w II z J 0.40% -0.40% 0.40% W w - v w 0.95% - - - _ - - - Q - - - - - - - - - - 0.407. _ 50% _ _ - - - - - - - - - - - - 2736 - - - - - - 2736 N m EXISTING GROUND 4 u a 3 m N Z 2733 - 2733 0 Z z Li Li V vi N SEE SHEET C4.0 FOR STORM DRAIN PLANS 2730 2730 H w U) Z o EXISTING GROU D CENTERLINE O FINISH GROU D CENTERLINE 2727 2727 ENGINEERING a 5725 NORTH DISCOVERY WAY O 0 0r70 n^ r-� o, 0 O L0 � N 0 N 0 00 00 a cD � 00 O n � r7 O N rn co 00 (0r00 BOISE,IDAHO 83713 LL ° D ^ ^ ^ oo ao ao ao PHONE(208)639 693 96 ^ Q kmen I I com wN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N gp W DESIGN BY: SRVJ > DRAWN BY: JAD O 13+00 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 CHECKED BY: LCK DATE: DECEMBER 2025 a G a o PROJECT: 24-289 a SHEET NO. H V CaC2.5 7 a N 2 �, SHEET LEGEND SS�ONAL £H `� \ 2'JC-1 �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o NS /2< 40, 2a fi 23 ° STA., OFFSET SIDE Q �° �L s, 1.50% FINISHED GRADE SLOPE 20593 S I s un 12/05/25�0 48.48 TBC/PC/GB� QO qTF OF +04.98, 16.50'L - - GRADE BREAK ly G� V. J\ 00, BLOCK21 `� / - - - - - - - - - SAWCUT LINE 11 ` / s , 12 48.70 TBC s ° s +50.00, 16.50'L � � •> CIVIL ACRONYMS ��/ 48.56 CL/PC/GB 48.85 TBC/ / +04.98, 0.00'R ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +11.27, 16.50'L // / FOLLOWS: 48.48 TBC/PC/GB STA. - ROADWAY STATION FROM CENTERLINE Q +04.98, 16.50'R CL - ROADWAY CENTERLINE o p PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION 14 // 2 L - STATION OFFSET LEFT 48.85 TBC / s° 48.71 LIP/GB s / R - STATION OFFSET RIGHT +79.26, 16.50'L s ° +95.27, 14.50'L s� / TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE 48.70 TBC LIP - LIP OF GUTTER 49.00 CL INT GB +50.00, 16.50'R BLOCK 15 SW - SIDEWALK MA - MATCH XISTING / / / EP - EDGE OF PAVEMENT cn +95.27, 0.001 EDG - EDGE OF GRAVEL z / p� Q�i' �' FL - FLOW LINE O 48.63 TBC/PT/GB / p� ° �0�� / 19 HPC - HIGH PO NONCRETE ; W +23.94, 16.50'L c,0 �y CR - CURB RETURN Lu INT - INTERSECTION ~ 48.92 TBC/GB 21 21 20 19 18 17 s r, SCT - POINT AT SAWCUT BLOCK / 00� s / +95.27, 16.50'R SHEET NOTES 48.20 TBC ,48.72 CL/PT/GB A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +69.88, 16.50'L / / � 2 +23.94, 0.00'R °/ NOTES. O 44.82 TBC/PC s 2 LLi 2 +08.51, 16.50'L 47.77 TBC/GB i s / / B. STREET SECTIONS. AND C2.15 FOR TYPICAL ROADWAY +16.22, 16.50'L T 46.29 TBC 1 C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND 39.12 TBC/PC/GB 40.49 TBC 41.86 TBC 43.22 TBC +62.26, 16.50'L (3 // 48.63 TBC/PT/GB SIGNAGE. z +00.00, 16.501 -- - +50.00, 16.50'L - - +00.00, 16.50'L - - +5C.00, 16.50'L - - s°/ +23.94, 16.50'R 18 D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. rn - s s / s , E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. 1 A, / F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. s G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 48.20 TBC TOLERANCES WILL BE ALLOWED. rn T E. SKYBORN DR. o } 2.73% 47.85 CL/GB 1 +70.11, 16.50'R 1 - - 2.73% - cv I - - - +16.22, 0.00'R 17 H. ALL STATION AND OFFSET LABELING RELATED TO EACH /44.90 CL/PC SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 39.20 CL/PC/GB 41.94 CLi o ALIGNMENT. s r ' +00.00, 0.00'R +00.00, 0.00'R N +08.51, 0.00'R I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS N rn 1 47.77 TBC/GB RMUST BE IGHT-OF-WAY BONDED WITH ACHD AND OBTAIN A NO-CHARGE r _ +16.22, 16.50'R 16 s> 1� - -s- - - - - - - - - - - s - - - - - - - - -s - - - T. 46.30 TBC i-� 39.12 TBC/PC/GB_ J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS +00.00, 16.50'R 40.49 TBC 41.86 TBC 43.22 TBC +62.36, 16.50'R CONTACT ACHD INSPECTION FOR VERIFICATION OF i' +50.00, 16.50'R +00.00, 16.50'R +50.00, 16.50'R 2 15 MARKINGS.COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Ln 2 O 44.82 TBC/PC O z BLOCK 15 10 11 +08.51, 16.50'R 13 14 K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT z 12 w OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Z J MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O E SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ MATERIAL USED MEETS THE REQUIREMENTS FOR V) E . SKY 6 O R N D R. PLAN AND PROFILE STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. \ z KEYNOTES # Lu Q z 0 30 60 90 0 3 6 9 m m W Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z z SUPPLEMENTAL STANDARD DRAWING SD-702. Q O Q 2757 Q 2757 - J N o 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Q o SUPPLEMENTAL STANDARD DRAWING SD-709. rn o N N 't o+ 0 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD W Lu + SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL 2 _ z + II II THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY DC 2754 Q N O II APPROACH WITH 6" THICK CONCRETE 2754 U) z � Q QLn m O N O Y NOq 0 o Yr, C � NII 0 � z w O N 0_ 0_ Q N ( Z N HLd w N J 2751 LLJm II II z w Z 2751 w p� aLj w w >> J Z Z Lj N 0 0 L J U W U W Q 04 aw, o WIN N 0.40% -0.40% a FINISHED GROUND 0.80%2748 2748 X J F- N O O W J u O O U W i 3 O O + + 2 _ v, O O n .- _ _ - - - - - - z 2745 II II _ 0 2745 z Q N EXISTING GROUND 00 \ N 2742 Z N _ � 2742 w _ V) z w z > o z J a U LJ x i V 2739 2739 ENGINEERING 3 5725 NORTH DISCOVERY WAY O a BOISE,IDAHO 83713 LL 0 U PHONE 208 639 6939 Q kmengllp.com EXISTING GROUND CENTERLINE W FINISH GROUND CENTERLINE DESIGN BY: SRVJ > 2736 2736 DRAWN BY: JAD 0 a �y g CHECKED BY: LCK L,L v, fn LO co O � r N O 00 O 04 (0 0) O 00 0 2 r N cD O rn r- rn 00(0 n co r 0) rn 0e � (0 It DATE: DECEMBER2025 N O 06 00 00 00 00 00 00 00 00 a0 o r r n r n n n r r r r r r r n r r n r PROJECT: 24-289 r N r r r r o N N N N N N N N N N N N N N N N N N N N N a N N N N N N N N N N N N N N N N N N N N N SHEET NO. 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 C2.6 7� a N 2 SHEET LEGEND ASS\ON AL £H i z �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o� NS ti< STA., OFFSET SIDE Q �° .50% FINISHED GRADE SLOPE 20593 V)) J�12/05/25 0 00 qTF OF 0 I GRADE BREAK 19 10 O O O O O O O O O 0 - - lyR V JUNG� MATCH LINE - ° ° SEE SHEET C2 . 6 BLOCK21 I N J ° I - -- - - - - - - SAWCUT LINE BLOCK 21 I 0 Lu _ oil lm� 48.48 TBC/PC/GB 48.48 TBC/PC/GB I I O 7� +04.98, 16.50'L 42.93 TBC 40.66 TBC I �° y CIVIL ACRONYMS +04.98, 16.50'R I + 45.21 TBC +00.00, 16.50'L 48.16 TBC +00.00, 16.50'L +00.00, 16.50'L I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +44.61, 16.50'L FOLLOWS: ° 1 44.07 TBC 38.79 TBC/PT � ,, 41.80 TBC +82.03, 16.50'L 48.56 CL/PC/GB \ 46.35 TBC 2 +50.00, 16.50'L +50.00, 16.50'L STA. - ROADWAY STATION FROM CENTERLINE W 47.84 TBC/PT/GB 2 20 +04.98, 0.00'R \ +50.00, 16.50'L - - - +84.24, 16.50'L _ - - - - 14� �, � CL ROADWAY CENTERLINE PC POINT OF CURVATURE � 1 � b - - - - -�- ti - - - - - - - - - y -h ° - 1 - - - < - - ti- -4 ° - - - - - - -° � PT _ POINT OF TANGENCY 0 ELE. ELEVATION L - STATION OFFSET LEFT \ / R - STATION OFFSET RIGHT 48.27 TBC 3 b� TBC - TOP BACK OF CURB +31.87, 16.50'R \ O o 12"so RIM - RIM OF STRUCTURE 17+00 1 0 18+00 S.TRANSCEND AVE. 19+00 20+001 0 20 l , / �i 2.28% �i LIP - LIP OF GUTTER I - - - - - - - - 1 - - - �- - rn ° MA - MATCH EXISTING \ 0 SW - SIDEWALK 47.93 CL/PT/GB o 45.29 CL 43.02 CL 40.74 CL o 38.87 CL/PT/GB ° o o r EP EDGE OF PAVEMENT cn b +84.24, 0.00'R N +00.00, 0.00' +00.00, 0.00' +00.00, 0.00' N +82.03, 0.00' '� >°� ° / EDG - EDGE OF GRAVEL Z 41 40 :z . - z FL - FLOW LINE O 48.07 TBC 7 TOC - TOP OF CONCRETE v� +56.17, 16.50'R / N rn HP - HIGH POINT j W - - - - - - - - - - - - - 1 ti - - - - - - - 34 CR _ CURB RETURN w 23 `/ T ° ° INT INTERSECTION / 47.84 TBC/PT/GB 45.21 TBC 42.93 TBC 40.66 TBC 2 +00.00, 16.50'R +00.00, 16.50'R 2 SCT - POINT AT SAWCUT +84.24, 16.50'R +00.00, 16.50'R / 46.35 TBC' 44.07 TBC 41.80 TBC 38.79 TBC/PT I SHEET NOTES+50.00, 16.50'R +50.00, 16.50'R +50.00, 16.50'R +82.03, 16.50'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. BLOCK 15 B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY STREET SECTIONS. C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND BLOCK 15 SIGNAGE. z 25 26 27 28 29 30 31 32 BLOCK 15 D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. 22 24 33 E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. S. TRANSCEND AVE . PLAN AND PROFILE H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. 0 30 60 90 0 3 6 9 I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O Ln 2757 2757 K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT z z J OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q - TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL z J Li- MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O a- O o N SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ 4 MATERIAL USED MEETS THE REQUIREMENTS FOR 00 STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. z II > W z 2754 2754 KEYNOTES ® Q CO 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z ; Q a < SUPPLEMENTAL STANDARD DRAWING SD-702. Q 0 ui bi N m N 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Q Lu 2751 z w II 2751 SUPPLEMENTAL STANDARD DRAWING SD-709. W a DC Q w � w 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Lu Lu w SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL _ z THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY , o Lu APPROACH WITH 6" THICK CONCRETE. _ U 2748 4-4 -0 80 2748 Q z LL 0 C � FINISHED GROUND o 0 z ~ Q N LO \/ 0 vi 00 r- x + + W 2745 - - - - _ - - - \ _ � � 2745 � \ Q � Oq \ - �2 28 QYQ °r° a L.l N N 2742 ` \ \ m II 2742 N d \\ 0 Ld m \ Z Z EXISTING GROUND \ - - - - - - - - - - -- _ 0 z 2739 \� - 2739 ~ O ti C7 C w z 2736 0 2736 p Z o N O 0 x SEE SHEETS C4.0 o EXISTING GROU D CENTERLINE AND C4.1 FOR 2733 FINISH GROU D CENTERLINE PLANS STORM DRAIN 2733 E 572 NORTH DISCOVERY WAY G O a BOISE,IDAHO 83713 LL 0 IF PHONE 208 639 6939 Q wNvN Oo 't o o r No a C. kmengllp.com rn . � 0) O N � C) 00) CO 0) , N LO 0000 00 LO 00 00 c0 N Lu� 0i DESIGN BY: SRVJ > N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O a DRAWN BY: JAD �y g CHECKED BY: LCK ~ 16+00 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 DATE: DECEMBER2025 a Z PROJECT: 24-289 a SHEET NO. H V CO • /7 7 a N 2 SHEET LEGEND S\pN AL £H �ELE. & DESCRIPTION �oF NS FINISHED GRADE ELEVATION STA., OFFSET SIDE Q �° 1.50% FINISHED GRADE SLOPE 20593 SEE SHEET C2 .9 = s 12/05/25 0 SEE SHEET C2 .4 PT 44.99 TOC s /p�� GRADE BREAK �OO�rF OF ��PG��� / R. N s I +16.08, 38.29'L V �v I � I s ° � 45.80 TOC/PC - -- - - - - - - SAWCUT LINE s 45.77 CL/INT' 9� I 29 +87.96, 10.00'L s +26.52, 0.00' S �° ° BLOCK 21 s° OOP° s° o I 45.96 CL/TOC S BLOCK 21 CIVIL ACRONYMS O s I +87.96, 0.00' w 2 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ,s, I 23 24 25 26 27 28 45.89 TOC/PC ��'" O°�°; ' ° ° ° °s FOLLOWS: +77.96, 9.95'L Lu BLOCK 22 I S I 36.45 TBC STA. - ROADWAY STATION FROM CENTERLINE +16.50, 16.001 45.32 TOC/PT s °° `L' 46.92 TOC/PT CL - ROADWAY CENTERLINE o 1 130 +57.14, 10.001 ° +17.06, 37.59'R PC - POINT OF CURVATURE 36.63 CL/TOC/GB PT - POINT OF TANGENCY s° +24.50, 0.00' 45.12 CL/TOC/PT 9�� ELE. - ELEVATION - - - - - - - - ji I 42.65 TOC/PC +57.14, 0.00'L '�L s L - STATION OFFSET LEFT - 36.78 TOC/GB +58.68, 10.001 ��, R - STATION OFFSET RIGHT 39.71 TOC 41.06 TOC ° 46.10 TOC/PC ITI s° 3 °° I +42.00, 10.00'L 38.35 TOC /,p '° s TBC - TOP BACK OF CURB rn I 1 +00.00, 10.001 +50.00, 10.001 +00.00, 10.001 ° +87.96, 10.00'R �f'jL RIM - RIM OF STRUCTURE t 36.58 RIM/CL GB LIP - LIP OF GUTTER 36.59 CL/INT 4 +42.00, 0.00' 13 Fj' ^ _' MA - MATCH EXISTING +00.00, 0.00' �3k00 /2'I\% 45.90 TOC/PC O ° , ( -y SW _ SIDEWALK Z E. DOME DR. s ° o� ° s s r2+do s D \° s°> +77.96, 10.05'R s°, V EP EDGE OF PAVEMENT N 0 00 s I s ° 2.71% 1j+(�0 s o 2.71%° s ° D - z rn - "s�rrso =N s CL TRANSITION EDG EDGE OF GRAVEL ° 12 -s / FL - FLOW LINE s P s 45.32 TOC PT s O ALL "A" PRIVATE s° s 45.69 TOC/CL TOC - TOP OF CONCRETE N s +57.141 10.00'R v HP - HIGH POINT W 42.45 CL/TOC/PC 14 / CR - CURB RETURN ~ 36.30 CL/LIP/GBb I 36.78 TOC/GB 38.15 CL TOC CL/TOC +58.68 0.00' O s INT - INTERSECTION / 39.51 CL/TOC \-40.86' SCT - POINT AT SAWCUT _ +14.50, 0.00' I +42.00, 10.00'R +00.00, 0.00' +50.00, 0.00' +00.00, 0.00' s Ne 6�-a s ° ° g S 3 36.70 CL/TOC/GB 42.65 TOC/PC //° SHEET NOTES - - - - - - - - - - - �1 W 41.06 TOC +58.68, 10.00'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD I +29.50, 0.00' 38.35 TOC 39.71 TOC / +00.00, 10.00'R +50.00, 10.00'R +00.00, 10.00'R 36.45 TBC BL OCK 21 / NOTES. I / I +16.50, 16.00'R I 15 SEEAPGE BED #5 (PRIVATE) / B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY BLOCK 15 ° 1 2 SEE SHEET C4.0 FOR BLOCK 21 / STREET SECTIONS. STORM DRAIN PLANS /, �� C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND SIGNAGE. z D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. SEESHEET C2 .4 E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH A L L E Y "All PRIVATE PLAN AND PROFILE SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. 0 30 60 90 0 3 6 9 I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' RIGHT-OF-WAY PERMIT. J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF m COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O Ln 2754 Q 2754 K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT Z z J OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q LL rn � L O TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Z J O MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O + + + SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ '2 MATERIAL USED MEETS THE REQUIREMENTS FOR + STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. z Q 2 II II II 2751 II Q �� > w z 2751� KEYNOTES ® - Q 00 N Q Q Y r IR N w N 00 7 Z 0= r c- � 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Z w Q Ln 0 I m z / I c+.i �CA z w II O N SUPPLEMENTAL STANDARD DRAWING SD-702. O < w II 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD 0 W 2748 II w II c�w 2748 SUPPLEMENTAL STANDARD DRAWING SD-709.uj Ld W _ Q Z > ~ J N w� ? w 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD L.IJ 5 > a 0 w SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED G DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. o Z 11q -0.5 % DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT 0� II 2.1�% ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q 2745 0 2745 pC 0 � o o 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD O SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL M W 000 0o N 2.1�% THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY Z J + + + + FINISHED GROUND Q APPROACH WITH 6" THICK CONCRETE x O Q II W 2742 Q �, Q Q 2742 N U' N `') Q Z m Y M O N '_1p W N U O - - - aw, N II 00 � � - - a w > w N o > 2.11% � � \ i X 2739 ZJ � J _ - - - - - - - - - �� 2739 N m w V F- > - a Z - - - - - - W J - - - m O w - - - - - - Z N - - - - EXISTING GROUND O 0.92 2736 �2-0p�° 2736 V N O 4.43% � Ow E 2733 2733 Z 0 Q 0 SEE SHEET C4.0 FOR PRIVATE o STORM DRAIN PLANS EXISTING GROUND CENTERLINE E N G I N E E R I N G O 2730 FFINISH GROUND CENTERLINE 2730 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 LL 0 IF PHONE 208 639 6939 Q r� C14C14 rn (0 00 00 0 r7 rn kmengllp.com ,� N7 N 0 00 M rn r, 00 r, 00 C5 00 6 00 of 0) 4 0) 4 of ui o W to 04 \ r7 r7 r7 r7 r DESIGN BY: SRVJ r r r r 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 N N N O a DRAWN BY: JAD �y g 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CHECKED BY: LCK ~ 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 DATE: DECEMBER 2025 a Z PROJECT: 24-289 a SHEET NO. H V C° • 7 a N 2 SHEET LEGEND S\pN AL £H �ELE. & DESCRIPTION �oF NS FINISHED GRADE ELEVATION STA., OFFSET SIDE Q �° 1.50% FINISHED GRADE SLOPE 20593 17 SEE SHEET C2 . 6 SEE SHEET C2 .7 SEE SHEET C2 . 5 _ _ �o��g12/oF/ZOP����`� O TF H SEESSHEETEC4.0 FOR 1 I I GRADE BREAK IyR V. JUNG�' + till ; STORM DRAIN PLANS BLOCK21 14 p 2 o - -- - - - - - - SAWCUT LINE 48.85 TBC 45.85 TOC/PT } I +51.69, 50.001E+16.50, 16.00'L +50.56, 37.591E J °" 45.80 TOC/PC I - - - - - CIVILACRONYMS Q, +70.57, 38.411E 38.26 TBC 49.07 TOC 42.42 TOC 39.96 TOC ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 48.71 CL/LIP/GB 45.77 CL/TOC/INT +79.70, 16.001E +14.50, 0.00' I +30.15, 10.001E 13 +60.01, 0.00' ° 44.99 TOC/PT +00.00, 10.001E +96.82, 10.001E FOLLOWS: 18 I °" I " o I 3 ° \ m STA. - ROADWAY STATION FROM CENTERLINE b\ +98.48, 10.001Euj 49.1 1 CL/TOC/GB 46.92 TOC/PC �? 42.22 CL/TOC/GB 39.76 CL/TOC/GB 38.37 RIM/CL GB CL - ROADWAY CENTERLINE o 49.00 CL/INT +29.50, 0.00'R +22.56, 10.00'L ° o " +00.00, 0.00'R +96.82, 0.211E +51.69, 0.001E " 38.44 CL/TOC/GB PC - POINT OF CURVATURE +00.00, 0.00'I ° ' ° - - - - - - - - - - - - +71.69, 0.001E N PT _ POINT OF TANGENCY U �4 ° ELE. ELEVATION 10 00 " o' °1+00 Q " 1 a�00°° l O " " " ALLEY "B" PRIVATE " I L _ STATION OFFSET LEFT O ° " ' ° " ° °" I o 13+ 0 ° " 1.04% " 14+96 ° I ° " ". ° �T - ° ° ° '" - � ° R STATION OFFSET RIGHT o " °2.53%° "° " 2.53% Q " ° 2.53% °" "� 12 <•�o " " e 2.54% " " 38.40 CL/INT w TBC - TOP BACK OF CURB " +96.19, 0.00'R_ RIM - RIM OF STRUCTURE 4 " ° " " ° ° "' N " ° " I w LIP - LIP OF GUTTER ' 46.72 CL/TOC ° I 38.11 CL/LIP/GB T MA - MATCH EXISTING I I +22.56, 0.001E 44.79 CL/TOC SEEPAGE BED #6 38.57 TOC +81.69, 0.001E 2 SW - SIDEWALK +98.48, 0.00'R (PRIVATE). SEE SHEET 4 EP - EDGE OF PAVEMENT z CL TRANSITION 45.97 TOC C4.0 FOR STORM +51.69, 10.00'R I EDG - EDGE OF GRAVEL 49.04 CL/TOC/GB 48.78 CL/TOC +60.01, 10.00'R DRAIN PLANS I ° 38.33 TBC w FL - FLOW LINE +24.50, 0.00' +41.02, 0.00' 46.92 TOC _N { III I 44.99 TOC 42.42 TOC 38.52 CL/TOC/GB +79.70, 16.00'R TOC - TOP OF CONCRETE +22.56, 10.00'R I " Vi w HP - HIGH POINT > uj uj 48.85 TBC Lu I 49.07 TOC +98.48, 10.00'R +00.00, 10.00'R +66.69, 0.001E 3 / CR - CURB RETURN L ~ +29.86, 10.00'R 39.96 TOC o �/ INT - INTERSECTION +16.50, 16.00'R Q I �� SCT - POINT AT SAWCUT BL CK 21 +96.82, 10.00'R l y u 1 LOCK 21 2 I SHEET NOTES z I I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 19 I I < " 111 10 O9 O8 7O O6 5O O4 O3 2O O I NOTES. vi I B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY 2 1 0 I STREET SECTIONS. C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND SIGNAGE. SEE SHEET C2 . 6 SEE SHEET C2 .5 z D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. ALLEY1111311 ( PRIVATE) PLAN AND PROFILE G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH 0 30 60 90 0 3 6 9 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 z J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 0 CONTACT ACHD INSPECTION FOR VERIFICATION OF m COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Y MARKINGS. O Ln N 2757 O 2757 K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT Z Z W O N 0i No OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q J + O1 + TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Z J O o o ++ a MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O 0 SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ II II I� II co MATERIAL USED MEETS THE REQUIREMENTS FOR 2754 Q N Q 2754 STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. Z p N > C) W z co U r + o ,�' KEYNOTES ® - Q rn � � � ' ' pIt 0 ( � Ooi ZN II + + � m Z W z " > Q N N 1. INSTALL 3 ROLLED CURB AND GUTTER PER ACHD O N II 00 z N z II c~n II II + SUPPLEMENTAL STANDARD DRAWING SD-702. - ^ 2751 �' w II Z N 2751 2. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD Q Lu w J II z II SUPPLEMENTAL STANDARD DRAWING SD-709. - Q _ w c� w z w o N 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD W W v w w w SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED II z -2.00 DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 9 � w D I DOMES SHALL BE RIGID INSERTS WET-SET INTO THE z w CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT 2748 - 2748 ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. m o 4.45% -2.8 % 0 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD O J Q W SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL Z .54q 0) 0 rn � THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY Q J c4 APPROACH WITH 6" THICK CONCRETE x O Q 2745 \ \ \ -2.549 FINISHED GROUND + �+ + + 2745 W � 0 II II II II Q a � � N N00 o � � m oo z � M Z o 2742 o N 2742 N 549 m \ U) II w w Z zJ H < � II Zw w w Z N n Z a ui z - - - 0 2739 2739 8 - - - - - - - - - - - - - - - - - 1.02% Z.pO% V EXISTING GROUND SEE SHEET C4.0 FOR PRIVATE - - - STORM DRAIN -4.42% PLANS E 2736 2736 U) Z z 0 0 O C� EXISTING GROUND CENTERLINE Icrn w 2733 FINISH GROUND CENTERLINE 2733 E N G I N E E R I N G a 5725 NORTH DISCOVERY BOISE,IDAHO 3713 Q LL ° 'r7 M r7 M 00 PHONE(208) 639 6 939' ' co ' 0) ' n Ln N 0) o ao � co ^ rn co V ao � . � . o N � 0, N � 0 0 � of � of of ao ao 00 kmen IIpcom 00 CO O 0) W N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DESIGN BY: SRVJ a DRAWN BY: JAD 0 0 CHECKED BY: LCK ~ U 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 a F DATE: DECEMBER 2025 A 0 PROJECT: 24-289 li a SHEET NO. H V W • 7 a N O_ SHEET LEGEND S\pN AL £H �ELE. & DESCRIPTION �oF NS FINISHED GRADE ELEVATION STA., OFFSET SIDE Q �° SEESHEET C2 . 2 1.50% FINISHED GRADE SLOPE 20593 BLOCK 15 I I = s 12/05/25 0 35 i FUTURE APEX _ _ GRADE BREAK 0 OF 49.14 TBC } I I NORTHWEST } IyR V JUNG�' +1� 65.001 I 49.16 CL/GB < I SUBDIVISION / - -- - - - - - - 33 I+37.89, 65.00'L - - 49.14 TBC I + SAWCUT LINE 48.70 LIP/PC ,x +61.39, 65.00'L 1 - +16.39, 48.50'L I Q o I _ 48.76 LIP/PC 49.07 TBC `n +59.39, 59.501 +13.79, 42.53'L 49.50 TBC = CIVIL ACRONYMS 56.96 TBC ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +66.23, 43.17'L w +12.97, 18.50'L ACHD ROW 48.92 TBC N N 53.95 TBC/EVC FOLLOWS: 43.69 TBC GB +99.82, 22.771 Raw 7-0 49.76 TBC v +91.352 29.50'L.96 TBC +19.90, 26.76'L / / 3 +75.96, 33.77'L 56.36 TBC / STA. - ROADWAY STATION FROM CENTERLINEui 46.26 TBC 48.67 TBC RI 00 53.91 SCT MA +98.04, 19.24'L _ +84.26, 18.50'L i ao / / +21.70, 11.68'L FUTURE ROWCL(� ° ,n 49.64 LIP .5 BVC PC - POINT DWOF CURVATURE +84.39, 18.50AY CENTERLINE < 'L +78.39, 18.50'L ��° ° o � +91.39, 27.50'L 43.47 SCT/MA 4 W FBI �51.76 TBC +84.26, 11.27'L w �i 2° z PT - POINT OF TANGENCY cn Raw/ ° ,L 4 50.23 TBC +50.00, 29.50'L ~�55.00 TBC ELE. - ELEVATION r-i / Mir M/a /a M/a M a 4 2° 3 +97.39, 29.50'L +50.22, 23.73'L _ _ _ - - L - STATION OFFSET LEFT L° 2 43.61 CL/SCT/MA L° 2 L,° 0 2 2 5 / R - STATION OFFSET RIGHT +84.26, 0.00' 54.82 SCT/MA G TBC - TOP BACK OF CURB ° +50.1 1, 11.851 EP RIM - RIM OF STRUCTURE Zr , � ?s 2.90% E �q CEP LIP - LIP OF GUTTER V 29 3.46% 00 _�EP MA - MATCH EXISTING M 2.56% 0 58% 3 ° 50.05 GB/BVC 00 rn 54.07 CL/SCT/MA _ P_N EP_ _ 2'34%_ _ �� EP EP EP SW - SIDEWALK J 06 0 2.56% ° �84+0 Cd 0 / rn o } c.' - - �� / EP - EDGE OF PAVEMENT N o o Cd o 49.36 CL GB +91.39, 16.54'L I +21.70, 0.00' 56.64 SCT MAS. LOCUST GROVE RD. N 0 48.40 LIP/PT - 85+00 1 80% +37�89, 16.50'L r-i 86+00 - N - 87+00 I 1 56.15 SCT/MA g 00 +12.97, 11.77'L 89+00 EDG - EDGE OF GRAVEL O U Lu - I- - - - - .+84.39, 16.50'L_ _ I_ _ _ _ _ _ I_ +00.11, 11.81'L _I - - 1 - - - TOC - TOPW LINE OF CONCRETE _N HP - HIGH POINT Lu !.-r-_ 146.17 CL o / I 49.69 CL/INT o 50.66 CL/BVC o ire / __ - -- - - - - _ _ _ _ __ ___ CR - CURB RETURN W N +84.39, 0.00' o Cd 48.73 CL GB o0 '1 0 0 54.02 CL EVC EP -EP EP EP EP Fp aC ~ o +37.89, 0.00'L +91.39, 0.00' (� N N - +84.39, 0.00' N N N N +19.90, 0.00' o EP INT - INTERSECTION EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP E EP-��-EP' EP E� EG EG G EG EG EG SCT - POINT AT SAWCUT L 1 U 1 EG EG EG EG EG -EG EG EG EG EG EG G EG EG EG EG EG EG EG E� ViJ o - - - - - -o o- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - -- SHEET NOTES w ' 43.35 SCT MA 0 Z Q z� 58.07 SCT/MA / 45.82 EP Q o_ o 52.72 EP 59.97 SCT MA A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +84.26, 9.59'R o 0 w +91.39, 18.50'R / +65.00, 8.83'R / +84.39, 18.50'R c� 49.32 EP cn 56.77 SCT/MA +40.06, 9.67'R NOTES. 43.20 EP/GB N 48.36 EP/GB +37.89, 18.50'R 50.29 EP/BVC = 52.66 EDG \9`Z�+14.29, 8.20'R 57.98 EP +84.26, 17.00'R 45.74 EDG +84.39, 18.50'R +91.39, 18.50'R +91.39, 21.50'R +65.00, 13.72'R 59.93 EP B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY L+84.39, 21.50'R 48.30 EDG/GB 49.26 EDG 56.59 EP +39.72, 11.66'R STREET SECTIONS. 43.14 EDG/GB 50.23 EDG/BVC +14.23, 15.12'R +84.39, 21.50'R +37.89, 21.50'R 57.92 EDG +84.26, 20.00'R +91.39, 21.50'R 53.91 SCT/MA / +65.00, 16.71'R 59.86 EDG C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND +21.70, 8.99'R } 55.53 SCT/MA 56.53 EDG +39.45 16 EDG SIGNAGE. o LOCUST GROVE +71.65, 8.41'R +14.20, 18.1 VR z STATIONING STARTS AT PRESCRIPTIVE ROW 53.66 EP/EVC 55.36 EP D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. SECTION CORNER AT +19.90, 17.72'R + INT OF LOCUST GROVE +71.58, 16.29'R E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. AND LAKE HAZEL / 53.60 EDG/EVC 55.30 EDG +19.90, 20.71'R +71.55, 19.29'R F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. LOCUST GROVE ROAD PLAN AND PROFILE H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 0 30 60 90 0 3 6 9 MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 2766 2766 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. zw K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT Z J_ OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q I..L TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Z J z MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O pO[ Lu SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE 2763 C14 2763 MATERIAL USED MEETS THE REQUIREMENTS FOR z O o STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. Z Z W r- KEYNOTES ® - Q 00 0 - z PVI STA: 86+55.65 J II m W Q PVI EKE 79207051.81 Z Q 1. SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT AND AS Z \ J 2760 2760 REQUIRED TO MAKE IMPROVEMENTS. REPAIR ASPHALT PER V Q > LVC: 128.51 z N ISPWC AND ACHD STANDARD SD-301, SD-303 AND � - O 0 Lu z SD-806. CONTRACTOR TO FIELD VERIFY TIE IN Q Q x ELEVATIONS AT SAWCUT PRIOR TO CONSTRUCTION. IF w w DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT pO[ Q M (D rn o iz ENGINEER OF RECORD FOR REDESIGN. w W W N S _ 2757 00 � + ^ + c� 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O O c0 N N z II 2757 SUPPLEMENTAL STANDARD DRAWING SD-701. 0 M + + w W (n 00 N cii o a x _j 3. INSTALL PEDESTRIAN RAMP TYPE "A" MODIFIED TO HAVE 00 N c) m � �`' �`' A 1 OFT WIDE THROAT PER ISPWC STANDARD DRAWING '+ II II m v�i / / / SD-712A, WITH TRUNCATED DOMES PER ACHD O N Ln 00 a °' > / / SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE Lu RIGID w 3.q2% RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE Z Q U 2754 Q Z 2754 STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL x O O w VLIJ BE COLORED 'TRAFFIC YELLOW'. Lu Q (nII 4. INSTALL 10 FT WIDE CONCRETE SIDEWALK PER ISPWC m N w > / SURVEYED EXISTING AND ACHD STANDARD SD-709. Q W II Z w 1 LOCUST GROVE CENTERLINE GRADE 5. INSTALL 5 FT CURB TERMINUS PER ISPWC AND ACHD 2751 U � � 2751 SD-707. c9 w a 0 / X + Lu1.80% NC11 II / 2748 FINISHED GROUND 2748 Z LL 0 Z / Z O FE N N M20 / i LL - Ej> 2745 II W _ - - 2745 > _ m w J _ _ _ - w - - 3 1.21% - - EXISTING GROUND 0 0 1 Icrn 0 2742 2742 N E N G I N E E RI N G a SURVEYED EXISTING 5725 NORTH DISCOVERY WAY o LOCUST GROVE BOISE,IDAHO 83713 LL o CENTERLINE GRADE U PHONE(208)639 6939 Q N EXISTING GROUND CENTERLINE kmengllp.com FINISH GROUND CENTERLINE Lu 2739 DESIGN BY: SRVJ > a DRAWN BY: JAD 0 o r r ``� 00 co 0') r7 co O L O r C° �rr°7 rr7 N CHECKED BY: LCKN O 00 L 00u r) t � (6 00 0 j tp NN M L6 O`n n n n `n `nin DATE: DECEMBER 2025 LAliL r r N r � r r N r o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N o PROJECT: 24 289 SHEET NO. 82+50 82+80 83+10 83+40 83+70 84+00 84+30 84+60 84+90 85+20 85+50 85+80 86+10 86+40 86+70 87+00 87+30 87+60 87+90 C2. 10 0 a Z N 2 SHEET LEGEND S\pN AL £H �ELE. & DESCRIPTION �oF NS FINISHED GRADE ELEVATION STA., OFFSET SIDE Q �° 1.50% FINISHED GRADE SLOPE 20593 s�12/05/25 OO OF GRADE BREAK lyR V JUNG� - -- - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: ui STA. - ROADWAY STATION FROM CENTERLINE BLOCK 15 CL - ROADWAY CENTERLINE o 25 26 27 28 29 30 31 32 PC - POINT OF CURVATURE PT - POINT OF TANGENCY 33 ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB SEEAPGE BED #7. RIM - RIM OF STRUCTURE SEE SHEET C4.1 FOR LIP - LIP OF GUTTER STORM DRAIN PLANS MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT cn ACHD ROW 42.25 TBC/GB 42.22 TBC/GB EDG - EDGE OF GRAVEL z +19.48, 18.501E +26.66, 18.50'L FL - FLOW LINE 0 3 1 TOC - TOP OF CONCRETE _N 41.96 SCT/MA 41.93 SCT/MA HP - HIGH POINT � +26.66, 10.491E w ACHD ROW CR - CURB RETURN � +19.48, 10.501E 3 INT - INTERSECTION STATIONING STARTS AT 45.92 TBC8.5 4, TBC/GB 42.64 TBC/GB SCT - POINT AT SAWCUT SECTION CORNER AT +19.46, 18.501E +69.48, 18.501E +49.48, 18.50L _ 42.30 TBC GB 42.67 TBC/GB 43.69 TBC/GB INT OF LOCUST GROVE ' - / AND LAKE HAZEL 45.41 SCT/MA Lo S42.01 39.48, 18.501E +99.48, 18.501E +84.26, 18.501E SHEET NOTES +19.46, 10.69'L w SCT/MA 42.39 SCT/MA 43.47 SCT/MA43.75 SCT/MA 42.35 SCT/MA cnA. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +69.48, 10.77'L +49.48, 10.701E 39.48, 10.561E +99.48, 10.89'L +84.26, 11.271E NOTES. N 21 M/21 M/21 M/21 M/21 M/21 M M/21 M/H M H M/HM/a M/a M/ M/a M/a M/a / �^ M, �+ CL/SCT/MA m B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY L L 2 2 +84.26, 0.00' m STREET SECTIONS. WL L ° ° L 2 �" 2 L t z N r , o 2 2 ° �- 2 D C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND � � VTTR SIGNAGE. z J ao -E 3- 1.75% EP E 0.56%- t�r 2% E � E 0.62%-EP E-- EP 1.2- EP in ^ D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. - - - - - -- N-- - - -- - - - - - - - N - - - - - N l 1 N- -- --- -- N' -- - - - M 45.83 CL/SCT/MA 80+00 81+ 0 82+00 � T83+00_ _ _ _ _ 1 � rn = E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. w _+19.46, 0.00'L - I- - I- - 1 F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. U ' S. LOCUST GROVE RD.- - - o - ' r - - - - - - - - - - -- -a� -- - -- - - - - - -ate '� - - -ate- - ^ oo EP EP o -EP EP-N Ef CO -EP �� EP EP EP o N G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO Qv / EP E�j EP EP EP N' EP EP -cv EP EP EP E c�-EP-N EP EP EP EP N TOLERANCES WILL BE ALLOWED. W EG Eu EG EG EG EG EG EG EG -EG G EG EG E EG G EG EG EG m - - - - - - - - H. ALL STATION AND OFFSET LABELING RELATED TO EACH W 42.37 SCT/MA < 42.11 SCT/MA 43.35 SCT/MA SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ' v +39.48, 9.11'R 42.87 SCT/MA ' O ALIGNMENT. 45.64 SCT/MA 43.83 SCT/MA +49.48, 9.28'R w +42.56, 9.56'R +84.26, 9.59'R +19.46, 9.52'R +69.48, 9.39'R 42.15 EP/GB - N 41.89 EP/GB 43.20 EP/GB I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS +39.48, 17.00'R 42.70 EP/GB MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 45.49 EP/GB 43.67 EP/GB +49.48, 17.00'R +84.26, 17.00'R 41.83 EDG/GB +42.56, 17.00'R RIGHT-OF-WAY PERMIT. +19.46, 17.00'R +69.48, 17.00'R 42.09 EDG/GB 43.14 EDG/GB +39.48, 20.00'R 43.61 EDG/GB +49.51, 20.00'R 42.64 EDG/GB +84.26, 20.00'R J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 45.43 EDG/GB +69.48, 20.00'R 41.98 SCT/MA 42.61 SCT/MA +42.56, 20.00'R CONTACT ACHD INSPECTION FOR VERIFICATION OF +19.46, 20.00'R +19.48, 9.08'R MARKINCOMPLIANCE WITH POLICY AND EXISTING PAVEMENT O +09.48, 9.41'R 41.83 EP/GB 42.45 EP/GB+19.48, 17.00'R +09.48, 17.00'R z K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT z LOCUST GROVE OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q PRESCRIPTIVE ROW 41.77 EDG/GB 42.39 EDG/GB TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL z +19.48, 20.00'R +09.48, 20.00'R MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA o SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ z MATERIAL USED MEETS THE REQUIREMENTS FOR Q STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. z J m w KEYNOTES ® - 2 Q LOCUST R V E ROAD PLAN Co 1. SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT AND AS z w Q Lu REQUIRED TO MAKE IMPROVEMENTS. REPAIR ASPHALT PER O W ISPWC AND ACHD STANDARD SD-301, SD-303 AND - > SD-806. CONTRACTOR TO FIELD VERIFY TIE IN Q O 0 30 60 90 ELEVATIONS AT SAWCUT PRIOR TO CONSTRUCTION. IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT W Plan Scale: 1" = 30' ENGINEER OF RECORD FOR REDESIGN. W 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD (n SUPPLEMENTAL STANDARD DRAWING SD-701. Q U 3. INSTALL 10' WIDE CONCRETE SIDEWALK PER ACHD p SUPPLEMENTAL STANDARD DRAWING SD-709. o 0 z Q x o w Q a a X N M >d m N Z 0 2 Z F_O Q V N O ti 7 F_ C m '^ w v♦ U ZZ 0 0 O C7 N lam E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY 0 a BOISE,IDAHO 83713 LL 0 U PHONE 208 639 6939 Q kmengllp.com W DESIGN BY: SRVJ > a DRAWN BY: JAD 0 g CHECKED BY: LCK ~ DATE: DECEMBER 2025 a G a o PROJECT: 24-289 a SHEET NO. H V W a N 2 SHEET LEGEND S\pN AL £H �ELE. & DESCRIPTION �oF NS FINISHED GRADE ELEVATION STA., OFFSET SIDE Q �° 1.50% FINISHED GRADE SLOPE 20593 12/05/25 SEE SHEET C2 . 13 � a� EXISTING 25 26 � = s 0 � McBIRNEY LATERAL �O lF OF ��P !vim IB I III I ° 50.61 TBC � GRADE BREAK IyR.V♦ JUNG SEEPAGE BED #8. 50.61 TBC 50.69 CL a +35.14, 63.281E SEE SHEETS C4.1 +81.14, 64.10'L +08.14, 63.711E N I ' I - -- - - - - - - SAWCUT LINE FOR STORM FUTURE APEX O 50.22 LIP/PC DRAIN PLANS 45.97 TBC/MA/PC NORTHWEST 50.29 LIP/PT z +33.09, 59.971E ACHD ROW +21.95, 21.121E SUBDIVISION Lu BLOCK 5 +82.91, 48.031E N �" 46.09 SCT/MA 47.52 TBC/GB 49.51 TBC 50.84 TBC I Cr +43.72 638.441E 4 45.92 TBC/GB CIVIL ACRONYMS +21.61, 11.841E +50.00, 18.501E +75.00, 18.501E +71.97, 27.131E Lu ' 47.19 TBC/PT +19.47, 18.50'L ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 51.43 TBC 2 +82.67, 18.501E FOLLOWS: 47.08 TBC GB 47.19 SCT/MA +65.1 TBC 4 46.67 TBC PT / 48.01 TBC/GB 50.91 TBC +66.70, 29.501E � 45.41 SCT/MA w � +65.18, 29.501E 47.59 TBC/PC LL, / +00.00, 18.501E +50.00, 11.841E +00.00, 18.501E +47.71, 18.501E ,T w +19.47, 10.691E STA. - ROADWAY STATION FROM CENTERLINE 4 5 51.24 TBC N +67.74, 19.241E ¢ +51.26, 18.501E 2a> g o CL - ROADWAY CENTERLINE o ° � � +97.99, 29.501E 48.89 TBC 50.45 TBC/BVC 5 b� M (7 PC - POINT OF CURVATURE 46.78 SCT/MA = 47.65 SCT/MA N +25.24, 23.511E 47.90 TBC EVC 46.64 TBC/GB 4 +21.73, 18.501E p Ln co �n 2, w / 0 PT - POINT OF TANGENCY 2 +00.00, 1 1.84'L w m +00.00, 1 1.84'L °g ° 0 0 Go L ' S � /a /a M/ w +58.22, 18.50' w � a ° o ° ­ji M/a_� +58.18, 20.201E w N ELE. - ELEVATION r cn v �> , ° L ° 6 , ° M/a M/a o V) L - STATION OFFSET LEFT 50.92 CL/GB ° ° / / "" - - _ _ - _ ° 3 2 2 2 , M M/ M rn _ R - STATION OFFSET RIGHT 5 +07.61, 27.501E 3 ° °2 ,L K - TBC - TOP BACK OF CURB rn � RIM RIM OF STRUCTURE LIP - LIP OF GUTTER 3 ° 3 ��° 0.65%i 1.43% 213q MA - MATCH EXISTING � _ SW - SIDEWALK _ 52% N po 51.02 LIP PT o N ^ EP - EDGE OF 00 �- - o �� O `� I / N N 2.92q 3.44% ao_� l , EDG - EDGE OF GRAVEL PAVEMENT z Ln m 0.909; _ - ,1.06%_- - M -0.82% 0 0.83% �cx b\ 2.00% ° 2.00% 0• 9 '"' +65.09, 27.501E O _� - _N- 0`i 47.94 CL/EVC rn 00 0 49.43 CL o o0 0 } 50.55 LIP/PC 51.60 CL/HP N I 0 O = FL - FLOW LINE 46.34 SCT/MA 73+00 74+0 N f ni 75+00 � N I +50.91, 16.501E 76+00 +45.49, 0.001E I w 177+00 78+00 +58.18, 0.00' f N 79+00 ' m TOC - TOP OF CONCRETE N � +50.00, 11.841E - 1 +75.00, 0.001E _ _ _ o _ _ _ _ _ _ _ _ _ _ - - - I- � - � - - - - � - I- - � I - 1 � r HP - HIGH POINT � �, 1 S. LOCUST GROVE RD. b� �50.88 CL b� 50.44 CL o ' CR - CURB RETURN ~ 47.92 CL/SCT/MA o l i� 0 o 50.36 CL/BVC u? o / I 0 1 51.57 CL O +65.18, 0.00' o � - - INT - INTERSECTION lrn +00.01, 0.00'R 00 O +50.91, 0.001E 51.48 CL INT 1 00 0 - - -- - - - ---- - b� = - -- 1 �i +21.73, 0.001E - N N +65.09, 0.001E � N O N R'I - SCT - POINT AT SAWCUT 00 EP EP 1 N +07.21, 0.00'L i N N O r=FP-FP�� P o0-EP EP 00 EP EP p EP EP EP EP P EP EP EP EP EP I E EP E EP EP EP EP EP EP cy -T T N cr.�F� -fG-�ETE EG E w Ec__. EG -EG- EG �G G €G -€G EG-�EG -EG EG EG a SHEET NOTE S -- - - - - - - - - - - - - - - - - - - - - -°"�' - - - - - - - - - - - - - - - - - - Z T Z / o zo I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD •• 47.14 SC Q o 49.99 EP BVC o o ¢ 46.11 SCT MA o / �. 0 47.60 EP/EVC o NOTES. 1. / +50.95, 11 U 50.51 EP c^ - O F w w 0' w +21.73, 18.50'R ) 51.23 EP HP U +58.18, 17.34'R N -R/W R/W R w_+48.14, 11.92'R_R/w R/W R/A W- / +50.91, 18.50'R / W (D B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY �� +45.49, 18.50'R = N 47.54 EDG/EVC STREET SECTIONS. 45.91 EDG 47.0 49.06 EP 49.93 BVC/EDG 50.45 EDG o ����� +50.91, 17 +75.00, 18.50'R +21.73, 21.50'R +50.91, 21.50'R 51.17 EDG 50.99 EP +58.18, 20.34'R 45.64 SCT/MA 45.83 CL/SCT/MA +53.50, 19.92'R / +19.47, 9.50'R +19.46, 0.001E C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND 47.65 SCT/MA +45.49, 21.50'R +00.17, 18.50'R 50.07 EP 45.87 EP 46.900.00, 11.92'R 49.00 EDG I +65.09, 18.50'R 46.68 EP/EVC SIGNAGE. 0 +48.09, 18.00'R +50.91, 20.00'R +75.00, 21.50'R I d +85.09, 17.00'R z 51.22 EP JT- 50.93 EDG 45.49 EP/GB D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. STATIONING STARTS AT 47.56 EP +56.17, 18.50'R +00.17, 21.50'R 50.01 EDG +19.47, 17.00'R E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. SECTION CORNER AT +00.00, 17.74'R +65.09, 21.50'R 46.62 EDG/EVC / F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. INT OF LOCUST GROVE 51.16 EDG +85.09, 20.00'R 45.43 EDG GB AND LAKE HAZEL 0, 20 EDG +56.17, 21.50'R +19.47, 20.00'R +00.00, 20.74'R I/ LOCUST GROVE PRESCRIPTIVE ROW G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO i TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH LOCUST GROVE ROAD PLAN AND PROFILE SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O Ln zw K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT Z J_ OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q I..L TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Z 0 MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O p[ SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE 2763 2763 MATERIAL USED MEETS THE REQUIREMENTS FOR V) z 0 STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. z Z HIGH PT. STA: 76+45.49 > Q Lu Q HIGH PT ELEV: 2751.60 KEYNOTES ® 0 - Z PVI STA: 76+89.95 o PVI ELEV: 2753.73 1. SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT AND AS m z Lu Q o K: 61.83 REQUIRED TO MAKE IMPROVEMENTS. REPAIR ASPHALT PER J 2760 w LVC: 336.45 2760 ISPWC AND ACHD STANDARD SD-301, SD-303 AND D 15 O 0 SD-806. CONTRACTOR TO FIELD VERIFY TIE IN ZELEVATIONS AT SAWCUT PRIOR TO CONSTRUCTION. IF 0 Q Lu DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT (n - O V) (D r a0 �r ENGINEER OF RECORD FOR REDESIGN. DC w r n � . 0) . rn w LLB Lu > c� 0 0 � 2. REMOVE EXISTING CURB,GUTTER AND ASPHALT BACK TO 5 C - 2757 � N C° + N V) POINT OF CURVATURE. CONNECT TO EXISTING CURB, G a r r r z 2757 GUTTER, SIDEWALK AND ASPHALT. CONTRACTOR TO FIELD v II II r cii v w VERIFY CONNECTION ELEVATIONS PRIOR TO Q o f m �04 II C) U w w CONSTRUCTION. IF DISCREPANCIES OCCUR, CONTRACTOR o Z) m cn I > TO CONTACT ENGINEER OF RECORD FOR REDESIGN. ¢ 0U)L O Q N o+ z o r- a 3. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD U + w U N Z N SUPPLEMENTAL STANDARD DRAWING SD-701. Z Q 0 2754 V) II O II - 2754 x 0 J � =� CD C 4. INSTALL 10' WIDE CONCRETE SIDEWALK PER ACHD Lu II ¢ W ai LL SUPPLEMENTAL STANDARD DRAWING SD-709. ¢ � Zw =w \ o ~ _ _ _ _\ 0) w N 5. INSTALL PEDESTRIAN RAMP TYPE "A" MODIEFIED TO HAVE Q w °r) _ - - _ - -\`- ' \ r + 10FT WIDE THROAT PER ISPWC STANDARD DRAWING o Y FINISHED GROUND ow, _ \ II 0) SD-712A, WITH TRUNCATED DOMES PER ACHD 2751 w LO _ - \ r 2751 SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE in RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE w w II \ ¢ ¢ STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL N `� Q - -H \ V) BE COLORED 'TRAFFIC YELLOW'. II w 2 p0% _ _ _ _ - - \ \ z 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD 3 N w _ \ 0 �o SUPPLEMENTAL STANDARD DRAWING SD-710C. INSTALL w w m II �LO THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY Z 2748 _ - - o z 2748 APPROACH WITH 6" THICK CONCRETE. EXISTING GROUND O U ~ V o 00 N� (� W W o \3 , 2745 IEII EXISTING PE CLASS s> 2745 E CARRYING THE 1 (n Z McBIRNEY LATERAL. Z PROTECT IN PLACE. O 0 SURVEYED EXISTING LOCUST GROVE 2742 CENTERLINE GRADE 2742 w/ SURVEYED EXISTING E N G I N E E R I N G 3 LOCUST GROVE 5725 NORTH DISCOVERY WAY O a CENTERLINE GRADE BOISE,IDAHO 83713 U- 0 U PHONE 208 639 6939 Q ° EXISTING GROUND CENTERLINE kmengllp.com FINISH GROUND CENTERLINE LLI 1 2739 2739 DESIGN BY: SRVJ ' a DRAWN BY: JAD O o 0) r N r M M M 6) M L0 N O L L0 cp O �n O M ( 00 M L r r a0 L 00 00 � a0 r7 r M rn u o ,4 N m M co 00 ao ao ao CHECKED BY: LCK U ^ � ao 00 0 0i 0 6 0 0 0 0 0) oo cD LO a � Ln � � 0 a r r r r r r r `n r r r `n r `n r `n r `n r `� r `') r `n r r r r r DATE: DECEMBER 2025 z N N N N N N N N N N N N N N N N r N r N r N r N r N r N r N r N r N r N r N r O N N N N N N N N N N N N N o PROJECT: 24 289 SHEET NO. 73+50 73+80 74+10 74+40 74+70 75+00 75+30 75+60 75+90 76+20 76+50 76+80 77+10 77+40 77+70 78+00 78+30 78+60 78+90 79+20 79+50 C2• 12 0 a Z N 2 SHEET LEGEND O O O SS\pN AL £H \ 20 21 22 SEE SHEET C2 . 12 �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o��' Ns /2< 16 17 18 STA., OFFSET SIDE Q �° 1.50% FINISHED GRADE SLOPE = 20593 W I un 12/05/25�o Cv w - - GRADE BREAK OAR VOF JUNGI�, BLOCK 15 u I - -- - - - - - - SAWCUT LINE O v EXISTING + E' SEEPAGE BED. r I I CIVIL ACRONYMS G PROTECT IN E E --��G �G E cr E G o - I� PLACE 'ti, ���,,�,��,�� McBIRNEY LATERAL EASEMENT AND �5� 51.43 TBC - I - - - - ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS McBIRNEY LATERAL ° +30.81, 59.05'L - - FOLLOWS: ACHD ROW. DO NOT ENCROACH v 30 ° 51.02 LIP/PT STA. - ROADWAY STATION FROM CENTERLINE -30"GI 30"GI IR 30"GI 30" I 30"GI 4�_47.69 30"GI 30"GI 30"GI 30"GI 30"GI 30"GI 30"GI 30"GI 30"GI 30"GI 30"GI 30"GI 30"GI IR � ° CL ROADWAY CENTERLINE 3o"cl +32.83, 57.46'L - Q 0 TBC/GB 48.45 TBC 49.31 TBC 4 so•GI� PC - POINT OF CURVATURE +66.64, 27.00'L +52.64, 27.00'L +50.00, 27.00'L 50.01 TBC �3o"cl- 8 +29.49, 27.00'L 50.22 LIP/PC/GB ' PT - POINT OF TANGENCY <w R,�w R +00.83, 25.00'L 6 I FigELE. - ELEVATION L - STATION OFFSET LEFT A. ° °� °/ /w ° ° '� �' - �° I R - STATION OFFSET RIGHT ® r <� ° ° ° 50.61 TBC �_ - r 2 ° a �. ° ° - - - -- - TBC - TOP BACK OF CURB 46.88 TBC/MA 47.58 EP 2 ° +97.49, 27.00'L ° 51.04 TBC - - - - - +85.63, 27.00'L +60.14, 6.50'L a RIM - RIM OF STRUCTURE +22.20, 35.94'L w I LIP - LIP OF GUTTER SW - SIDEWALK MA - MATCH EXISTING 9 1.00% 1 0.88% 48.46 EP 0.88% 0.88% 0.gg% �� 50.92 CL/GBAlp EP - EDGE OF PAVEMENT cn 47.04 EP +59.14, 6.50'L 1 49.26 EP 1.5$% I� 46.96 CL/MA +06.66, 6.50'L 47.77 CL/EP/GB +50.00, 6.50'L 49.90 EP 2 6� +33.66, 0.00 EDG - EDGE OF GRAVEL Z +85.60, 0.00'L +66.64, 0.00' +22.99, 6.50'L FL - FLOW LINE O 12+ 48.53 CL/EP 50.09 CL/EP TOC - TOP OF CONCRETE v� 13+00 +52.64, 0.00' 0.00' HP - HIGH POINT ui -4 - E. CRESCENDO ST. _ 16+00 51.48 CL/INT F00 CR - CURB RETURN W47.58 EP + +61.17, 0.00'l, INT - INTERSECTION 47.11 CL/EP 47.04 EP 2.06% o SCT - POINT AT SAWCUT +60.14, 6.50'R 48.46 EP 0.64%(EXISTING) E. CRESCENDO ST. +00.17, 0.00' 1 +59.14, 6.50'R 49.26 EP 50.72 CL/GB50.29 LIP/PT+06.67, 6.50'R 49.90 E;;�,+29.49, +00.83, 0.00' r \ 1.00% 1.00%-EG E� +50.00, 6.50'R .88% , 6.50'R +13.49, 25.00'R SHEET NOTES 0.88% 0.88% � 3 0.88% 0.88% 0.52% 46.88 TBC/MA 2 48.45 TBC �- �° I w � A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +85.63, 27.00'R a �71 °�° a `L• 1 50.84 TBC I NOTES. 47.69 TBC/GB S 7 �� e a ° +52.64, 27.0- 1. a 2 +66.64, 27.00'R s W48.10 0' a a ° a� +34.55, 35.64'R B. SEE SHEET C2.14 AND C2.15 FOR TYPICAL ROADWAY 47.87 LIP I �� STREET SECTIONS. \ 8 \ 47.44 LIP +33.99, 29.00'R 2 50.01 TBC 6a° 9 I W , C. SEE SHEET C2.16 FOR PAVEMENT MARKINGS AND \ +85.30, 29.00'R 22 48.52 TBC +29.49, 27.00 R 50.61 TBC I`' 50.55 LIP PC SIGNAGE. +97.45, 27.00'R / .34 TBC +22.65, 57.00'R 49.31 TBC a ° +45.49, 56.54'R z 3 +96.64$57.00 R I +50.00, 27.00'R 3 50.22 LIP GB D. SEE SHEETS C3.0 AND C3.1 FOR LOT GRADING PLAN. l� 48.62 TBC / 50.91 TBC C /9�I_ 48.42 TBC +22.65, 62.00'R +00.83, 25.00'R a E. SEE SHEETS C4.0 AND C4.2 FOR STORM WATER PLANS. ysAjA \ +96.64, 62.00'R48.201LIP +43.54, 59.76'R c I I I F. SEE SHEET C8.0 FOR STREET LIGHT PLAN. WILLIAMS PIPELINE � +20.65, 62.00'R a ,G, EASEMENT. DO NOT \ 48.00 LIP EP I G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +98.64, 62.00'R +09.65, 62.00'R SEE SHEET C2 . 12 TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS CRESCENDO ST PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT z z OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q W TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL z J MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA O 2763 2763 SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE _ MATERIAL USED MEETS THE REQUIREMENTS FOR z w STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. > O > W 0 0 KEYNOTES ® Q c� _ D co 2760 0 2760 1 SUPPLEMENTAL SINSTALL 6" ITAN ARDCAL BSDo701A.NO ER PER ACHD z w z Q O Q N 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q o SUPPLEMENTAL STANDARD DRAWING SD-701.Oq _ o + (D � 3. INSTALL 5' WIDE CONCRETE SIDEWALK PER ACHD L u W N II II SUPPLEMENTAL STANDARD DRAWING SD-709. _ Oo 2757 + 1 2757 4. INSTALL 10' WIDE CONCRETE SIDEWALK PER ACHD z II N SUPPLEMENTAL STANDARD DRAWING SD-709. = Q Lu II � � Nrn z � U N 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC o Y LO �� O STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Ll.l o + w N Of N m II PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES O z m 0° II w w SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Z Q U 2754 °c + II J II W w 2754 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) II Q N 00 w o > Q w - AND SHALL BE COLORED 'TRAFFIC YELLOW'. x 0 Qr (n � r Z 0 J CAW W L.1� II II N r Nbi 0 w 6. PEDESTRIAN RAMP TYPE "A" MODIFIED TO HAVE A 10 FT Q g r Y N II WIDE THROAT PER ISPWC STANDARD DRAWING SD-712A, Q cn N N Lj v WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL co W N w II _ DRAWING SD-712. DOMES SHALL BE RIGID INSERTS 2751 m II w w 2'p0 ° \ 2751 WET-SET INTO THE CONCRETE (CONCRETE STAMP AND w p J FINISHED GROUND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED Q r ? w 88% / 'TRAFFIC YELLOW'. W N W Of J x m Z J 0 ui x w II v w 0 8% 7. INSTLL 4' WIDE VALLEY GUTTER PER ACHD o _ _ _ _ _ -�\ /� SUPPLEMENTAL STANDARD DRAWING SD-708. 2748 w o.ss ° 0.88% V 2748 8. CONNECT TO ASPHALT. CONTRACTOR TOEXISTING RBFIELD VERIFY SIDEWALK, GUTTER, ICONNECTIOND Z _ - - 1.00% _ - - - - - - - - ELEVATIONS PRIOR TO CONSTRUCTION. IF DISCREPANCIES O z _ _ 1.007. 00CUR, CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN. 9. SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT. REPAIR U _ - AND REPLACE PER ISPWC AND ACHD SUPPLEMENTAL 2745 EXISTING GROUND 2745 DRAWING SD-301, SD-303 AND SD-806. m w Z o O 2742 2742 Icrn V N E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY O a BOISE,IDAHO 83713 LL 0 EXISTING GROU D CENTERLINE PHONE 208 639 6939 Q 2739 FINISH GROU D CENTERLINE 2739 kmengllp.com W DESIGN BY: SRVJ \\ a 00 r rr r � Or r 00 C � c0 N N rr> tro DRAWN BY: JAD O z r OCn N N � 00 r O O cD � 00 00 0 0 cfl t0 00 00 ao a0 a0 ao 0 0 f f N 't CHECKED BY: LCK It It r rr r rr rr LO rLO rN N N N N N N N N N N N N N N DATE: DECEMBER 2025 N N N N N N OV a o PROJECT: 24-289 a SHEET NO. 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 H V C2. 13O a N 2 1.5' ACHD R.O.W R.O.W A 1.5' ACHD ����SS\ONN £ S H iy SIDEWALK 63' RIGHT-OF-WAY SIDEWALK Q EASEMENT TBC TBC EASEMENT 0.5' 0.5' 20593 —8, PLANTER 18' TBC-CL 18' CL-TBC 8' PLANTER I p 12/05/25�0 3:1 MAX. 5 SIDEWALK 5' BIKE 5' BIKE 5' SIDEWALK I 10 PER �pP SLOPE TO I PER ACHD LANE 11' THRU LANE 11' THRU LANE LANE PER ACHD I O� OF Gl�, EXISTING I SD-709 SD-709 1' LEVEL /\\/ \ LANDING, 6" VERTICAL CURB /A TYP. AND GUTTER, TYP. 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 PER ACHD SD-701 COMPACTED SUBGRADE 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 18" OF 6" MINUS PIT-RUN SUBBASE ui STREET SECTION A (COLLECTOR - S. APEX WAY) 0 SCALE: NTS R.O.W R.O.W 1.5' ACHD 1.5' ACHD SIDEWALK 74' RIGHT-OF-WAY SIDEWALK N EASEMENT EASEMENT z 0.5' TBC TBC 0.5' O 8' PLANTER 23.5' TBC-CL i-� 23.5' TBC-CL 8' PLANTER I > W 3:1 MAX. I 5' SIDEWALK I w SLOPE TO I PER ACHD 5' BIKE 11' THRU LANE 11' TURN LANE 11' THRU LANE 5' BIKE 5' SIDEWALK EXISTING LANE LANE PER ACHD SD-709 SD-709 I 77 \//\//\//\//\///\///\///\//�\/\\/\\/\\/\\/\\/\\/ \r 1' LEVEL LANDING, 6" VERTICAL CURB TYP. AND GUTTER, P. 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 TY PER ACHD SD-701 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE o z 18" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION 6 (COLLECTOR - S. APEX WAY) SCALE: NTS R.O.W R.O.W 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT—OF—WAY SIDEWALK EASEMENT 0 5' TBC TBC 0 5' EASEMENT P.L P.L 8' PLANTER 16.5' TBC—CL 16.5' TBC—CL 8' PLANTER I 20' PL—PL 5' SIDEWALK 7' PARK 7' PARK 5' SIDEWALK 3:1 MAX. I PER ACHD 9' THRU LANE 9' THRU LANE PER ACHD 10' 10' SLOPE TO I SD-7 09 LANE LANE SD-709 EXISTING I I TYP LANDING, z //\/// 1' LEVEL z ANN 6" PORTLAND CEMENT\CONCRETE. CONCRETE O /\/\, LANDING, ROLLED CURB 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 MIX DESIGN PER ISPWC 4000A. — TYP. PER ACHD SD-702 4"D GUTTER, TY COMPACTED SUBGRADE OF 3/4"—MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE INSTALL 6" X 6" WELDED WIRE FABRIC LAYER. J 14" OF 6" MINUS PIT—RUN SUBBASE 6" OF 3/4"—MINUS CRUSHED AGGREGATE BASE > Q Q Q — STREET SECTION C ( LOCAL STREETS) STREET SECTION D (ALLEYWAYS) z o SCALE: NTS SCALE: NTS V) Q 0 Q w cwc M R.O.W R.O.W G Q 87.5' RIGHT-OF-WAY 1.5' SIDEWALK = Q` EASEMENT 2' TBC TBC 0.5' I O 3:1 MAX. 8' PLANTER 27' TBC-CL 27' CL-TBC 8' PLANTER I z SLOPE TO 10' SIDEWALK 5' SIDEWALK EXISTING PER ACHD PER ACHD x SD-709 SD-709 I Lu / / / / o \\ EXTEN \\/� 1'\LEVEL LANDING. E 6" VERTICAL CURB AND GUTTER, TYP. 3" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG 64-28 E COMPACTED SUBGRADE PER ACHD SD-701 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 18" OF 6" MINUS PIT-RUN SUBBASE Z 0 STREET SECTION E-E' COLLECTOR - E . CRESCENDO ST. o N O ♦- ti U ti C7 C R.O.W R.O.W 0 87.5' RIGHT-OF-WAY �1 EASEMENTLK Z N 2' TBC TBC TBC TBC 0.5' I ♦O 0 3:1 MAX. 8' PLANTER 21' TBC—TBC 12' MEDIAN 21' TBC—TBC 8' PLANTER I V I o SOPE TO EXISTING 10'PERIDA ACHD 5PER SIDEWALK ACHD I E N G I N E E R I N G 3 SD-709 SD-709 572 H WAY OLL a BOISE, DAHO 837S IF EXTEND 6"/ PHONE(208)639 6939 Q \ M IN. (TYP.) \//` km e ngl I p.co m \\/\\/ /\\LEVEL DESIGN BY: S RVJ W a //\/ LANDING DRAWN BY: JAD O TYP. CHECKED BY: LCK F 6" VERTICAL CURB 3" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG 64-28 F — AND GUTTER, TYP. COMPACTED SUBGRADE — DATE: DECEMBER 2025 a o COMPACTED SUBGRADE 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE PROJECT: 24 289 a Q 18" OF 6" MINUS PIT-RUN SUBBASE Q SHEET NO. STREET SECTION F-F' (COLLECTOR - E . CRESCENDO ST. C2. 14 7O a N 2 SS\ON AL £H NS 20593 ROW CL ROW �05/2 38.5' RIGHT-OF-WAY 25' RIGHT-OF-WAY J'J9TF oP�o��C�/ 2 TBC EP OAR VOF JUNGI�, 10' MULTI-USE PATHWAY PER 8' PLANTER— 18.5' TBC-CL �� 18.5' CL-EP 3' GRAVEL SHOULDER 3:1 MAX. ACHD SD-709 11' 2, SLOPE TO OUTSIDE LANE TWO WAY OUTSIDE LANE 3:1 MAX. EXISTING TURN LANE SLOPE TO EXISTING // i\// Lu 1' LANDING, 4" OF 3/4"-MINUS CRUSHED ~ G TYP. 6" VERTICAL CURB AGGREGATE BASE G AND GUTTER PER COMPACTED SUBGRADE — ACHD SD-701 5" ASPHALT PAVEMENT (SP-3, 0.50 INCH (1/2") MIX, PG-64-28) 24" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION G-G ' (S. LOCUST GROVE RD. ) SCALE: NTS V) z 0 > ui W �_ ROW CL ROW 49.5' TBC-CL ATE 25' ROW 2' 10' MULTI-USE TBC 29.5' TBC-CL 18.5' CL-EP EP 3' GRAVEL PATHWAY PER 8' PLANTER SHOULDER 3:1 MAX. ACHD SD-709 11' 11' 11 11' 2' SLOPE TO TURN LANE THRU LANE TWO WAY OUTSIDE LANE 3:1 MAX. EXISTING TURN LANE SLOPE TO EXISTING 1' LAND I N G, /\� \ TYP. /.\///.\///.\//,\//. 4" OF 3/4"-MINUS CRUSHED COMPACTED SUBGRADE 6" VERTICAL CURB AGGREGATE BASE HAND GUTTER, TYP. PER ACHD SD-701 5" ASPHALT PAVEMENT (SP-3, 0.50 INCH 24" OF 6" MINUS PIT-RUN SUBBASE H (1/2") MIX, PG-64-28) STREET SECTION H-H ' (S. LOCUST GROVE RD. ) 0 ROW CL ROW z 38.5' RIGHT-OF-WAY 25' RIGHT-OF-WAY z 2 O 10' MULTI-USE TBC EP � J PATHWAY PER 8' PLANTER 3' GRAVEL 18.5' TBC-CL �� 17' CL-EP SHOULDER 3:1 MAX. ACHD SD-709 2' SLOPE TO 12.5' 8' 11' 3:1 MAX. 0 Q EXISTING OUTSIDE LANE DIVIDER LANE OUTSIDE LANE SLOPE TO W EXISTING m Z Q 1' LANDING, w TYP 6" VERTICAL CURB SAWCUT SAWCUT w M AND GUTTER PER COMPACTED SUBGRADE ACHD SD-701 5" ASPHALT PAVEMENT (SP-3, 0.50 O INCH (1/2") MIX, PG-64-28) I� 4" OF 3/4"-MINUS CRUSHED I O AGGREGATE BASE - z 24" OF 6" MINUS PIT-RUN SUBBASE x W STREET SECTION 1-1 ' S. LOCUST GROVE RD. Q 0 a a X N M >d m N r 2 O Z Z 0 Q V vi N O ti N C 0] w U' Z c/w' O Z 0 vi w o ENGINEERING 3 5725 NORTH DISCOVERY WAY 0 a BOISE,IDAHO 83713 LL 0 U PHONE 208 639 6939 Q kmengllp.com W DESIGN BY: SRVJ ' a DRAWN BY: JAD0 g CHECKED BY: LCK A/ DATE: DECEMBER 2025 G a o PROJECT: 24-289 a SHEET NO. V 0 C2. 15 7 a N 2 MATCH LINE A — SHEET NOTES KEYNOTES 1. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE SS�ONAL £H SEE RIGHT A. SEE SHEET C1.1 FOR GENERAL AND ACHD NOTES. PER ACHD SUPPLEMENTAL STANDARD DRAWING o�� NS SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS D AGONA ALUMINUM EICALS' AIDNTEDES GNSIVNORED LONGER ALLOWED. I WHITE R10-15R (MOD) CONTACT ACHD INSPECTION FOR VERIFICATION OF 20593 30" X 30" 14 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT s 12/05/25 2, INSTALL TERMINUS BARRICADE TYPE III PER ACHD = o Gv 5 MARKINGS. SUPPLEMENTAL STANDARD DRAWING SD-1132B. 0 �4,- BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM O OF 10 WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. R V. j0NG W11-15 C. STOP BARS, CROSSWALKS, MULTI-USE PATHWAY PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO 1 9 30" X 30" STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. 2 12 THERMOPLASTIC. D\q W16-7P 12 3. INSTALL STANDARD POST MOUNTED STREET NAME SIGN \ 7 12 8 9 21" X 15' 15 PER ACHD TRAFFIC STANDARDS DETAIL TS-1109.04 1 6 D. ASPHALT SURFACE PAVEMENT MARKINGS SHALL BE PAINT. 4 4 4 10 4. LEFT TURN ARROW PER ACHD STANDARD DRAWING E. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE TS-1 113. _ I INSTALLED IN ACCORDANCE WITH 2023 MUTCD & 2004 23r'l`� — — I SHS SIGNING AND PAVEMENT MARKING DETAILS. 5 RIGHT ARROW PER ACHD STANDARD DRAWING 6. BIKE LANE SYMBOL PER ACHD STANDARD DRAWING Q F. REFER TO ACHD TRAFFIC DETAILS (TS SERIES) FOR TS-1113. o ^' 7 I 16 ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 7 O 12 11 3 m x`i 12 3 7. INSTALL "NO PARKING FIRE LANE" SIGN TYPE D (12"x18") W11-15 I PER IFC SECTION D103.6 12 �J 30" X 30" I / 16 STOP 11 I PAVEMENT MARKING LEGEND 0 w1 X 1 STOP a R1-1 21" X 15" REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) BLOCK 22 30" X 30" R1-1 FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS. 0 BLOCK 15 30" X 30" 14 BELOW LEGEND SHOWN FOR REFERENCE ONLY. FUTURE APEX 70 NORTHWEST 12 37 36 35 Ifl 2 DIRECTION NO PASSING - O 10 SUBDIVISION / O O ?A�3 74<41 4" YELLOW - STRIPED > W +�jI Ifl MEDIAN L ~ 7 6 �NF O 3 34 Ifl <=40mph 4" YELLOW - 2 WAY LT. TURN E.LOFT DR 3 I 7' LENGTH & 18' GAP STOP � I 3 . 4" YELLOW - 2 WAY LT. TURN R1-1 3 7 I H >=45mph 12' LENGTH & 38' GAP 30" X 30" O 33 12 , ' 16 � �� 9,1, 8" WHITE - BIKE LANE AT 0 INTERSECTION 3 , NO/d ''� I\ ONb 8" WHITE - CHANNELIZING/BIKE LANE o z 11 �Fo� k�8> 18. 32 I 8 / 23 BLOCK 21 ° i 13 DIVIDED ROADWAY EDGELINE FOR \ 7 / O BLOCK 15 R7-1R 45 12" x 1 s" 30 O R2-1 14 4" WHITE - RIGHT EDGELINE 1 O A 0 24 31 22" X 30" o 12 T� Lu ❑ ' ' ' ' ' ' 24" WHITE - CROSS WALK 12' LENGTH, 2' WIDTH, 4' GAP 2 off. 1 6 �A+�� R7-1L �p�� a 9l� 26 30 v 14 16 24" WHITE - STOP BAR 12" X 18" c�• F`% w O I Q Q ti awii W a �� 5 Nl�atl �2 R7-1D 27 O o �b 6 PQ`` ON 9TFj a 12" X 1 s a u I Q N `' 7 22 R7-1L A I� 28 m F 29 12 O 12 X18 I MATCH LINE B - 21 �—► 29 O N I I 0 z a I I SEE LEFT z W ° z O 8 3 20 12 �PP?�il 28 8 \'° 8 O W 7 7 a \ o D — p I \ N I > do � T° 10 — O ON 27 °� I p 18 a 8 � / R7-1 D ° I \°A 41 14 Z 12" x 1 B. �\ I 10 / TIE INTO EXISTING 14 / STRIPING FROM 9 F — �/ PREVIOUS PHASE — 10 W W 16 q�yo 'ate I FUTURE APEX g 8 = G NORTHWEST (/) �� 14 13 a 10 3 I SUBDIVISION Q I I I REMOVE EXISTING O z O11 I STRIPING FROM z Q 12 �� T T°F°F FUTURE APEX I PREVIOUS PHASE 8 I °'O NORTHWEST NORTH OF TIE Lu R, oti 7 24 I 12 8 SUBDIVISION IN LINE W Q 2� \El -I' /'Q E.SKYBORN DR. aw, 6 _ \\ T T 23 14 i \TOF Q z El o 1 I 1 \\\ 14 7 I $ I 10 $ a 5 N APEX NORTHWEST \\ 15 BLOCK 15 I a LL SUBDIVISION No. 5 \ O 2 20 21 22 MATCH LI N E A - 7 14 ° \\ 2 16 17 18 O 19 O R7-1L \ O 12' X 18 R10-15R (MOD) 10 SEE LEFT 30 o I I • I o Z \ " X 30" O w \ • TIE INTO EXISTING \ 12 STRIPING FROM w 5 \\ Lu • PREVIOUS PHASE 1 1 \ W11-15 — - 16 \ 30" X 30" 0 3 o \\ I W16-7P u U) \ 21" X 15" 0 L 13 10 0 60 120 180 91 • 4 7 15 I N O z Plan Scale: 1" = 60' V a Q E. CRESCENDO ST. STOP E N G I N E E R I N G - - - - - - - - - - - - - - 4 R1-1 5725 NORTH DISCOVERY WAY O 'R APEX NORTHWEST — 30" X 30" BOISE,IDAHO 83713 LL u — — SUBDIVISION No. 2 12 I 14 PHONE(2kmeng8p6 IIe39 1n6939 Q — — - - - - - � r�l � - - - - - - - - - - - - —Tom 13 W Q - - - - - - - - - - - - - — FUTURE APEX DESIGN BY: SRVJ > Ja I T E TOE NORTHWEST 30" X 30 DRAWN BY: JAD O SUBDIVISION CHECKED BY: LCK W16-7P MATCH LINE B - 0 60 120 180 I 2 21" X 15" DATE: DECEMBER 2025 a Z „ _ I I I PROJECT: 24-289 Plan Scale. 1 - 60 SEE RIGHT a SHEET NO. H V C2. 16O a N 2 MATCH LINEA - CIVIL ACRONYMS SS\ON AL £H SEE LEFT ALL GRADES ARE TO FINISHED GROUND UNLESS o�� NS 0 60 120 180 NOTED AS FOLLOWS: Q� <-A Plan Scale: 1" =40' , FG a a I STA. - ROADWAY STATION FROM CENTERLINE 20593 w CL - ROADWAY CENTERLINE ilf FUTURE APEX I I,� PC - POINT OF CURVATURE = s 12/05/25 0 �, I PT - POINT OF TANGENCY NORTHWEST `L'1� I ELE. - ELEVATION O� F OF SUBDIVISION I L - STATION OFFSET LEFT R V. jv�1 w a I R - STATION OFFSET RIGHT 51 FG 51. 8 wU I LIP _ LIP BACK OF OF GUTTER 3� SW SIDEWALK F - FINISH NISH F GRADE CONCRETE TW - TOP OF WALL - - MA - MATCH EXISTING GRADE 31.77 FG 41.90 1 pV 42.16 I 43167 45.17 46.67 48.91 / SW 50.2 1 PEx� 37 65 38 58 39 79 40 Lu SW SW 1 PW SW SW MA 49.27 TBC GRADING LEGEND SW r- - - SWA SW I I ¢ 37.09 FINISHED GRADE ELEVATION N nM SW_ - - - _ _ - - - - - - - - - - a �42.50 (v - I w d 48.47 1.50% _ FINISHED GRADE SLOPE N N N N W ^�� �D� �� �� ^��O ^�Q� S W I - - ' I s �' � �- - - -�2626 -�� FINISHED GRADE CONTOUR \ I 37.09 - -- � - - - - - -2)Q I SW 2 12"SD �jS�-1 12 2� 9-'49.34 I I a FUTURE APEX 3j 6 �9 �p 4� SW I w 2645 EXISTING GRADE CONTOUR cn 32.05 / 37.65 38.58 42.16 43.67 45.17 46.67 48.47 NORTHWEST FG SW SW 39.79 40.97 SW SW SW SW SW ,� w ti� I Z SUBDIVISION / SW SW O GRADE BREAK N / 9 37.28 - ° 38.50- - - 39.50 - - - 41.50 j 42.59 43.73a 45.36 - -47.25 - - - - 49.00 f� 48. 7 1 a w Lu SW71- - 1 GB GB 40.49 GB - / 37.09 SW GB GB GB GB GB 2 GB 8 TBC I w aC 36.57v bvv d W KEYSTONE WALL GB 8 30 39.50; I a rL'1 I REDI-ROCK WALL / 38.5 38.76 39.50 / s 36.49 Gg I 2 GB GB.06 GB GB GB 49.10 a, GB 37.12 37.75 31.88 !° / 36.20 GB GB I ° I SW `` I I SHEET NOTES FG �03 / '�S 36.77 GB I �. w I 1 47. 9 1 SW /1' O SW N �-=/ I ,� 1 TB I A. SEE SHEET C1.1 FOR GRADING NOTES. 21�5 / 38.00 BLOCK 22 s � ,• 1.,1 _ / / GB 0 I 1 "' g M I 3$ 37 36 BLOCK 15 °� I �1�1w I B. ME ROVE ENTCPLANS? 1 1 FOR ROADWAY O z / / / O I • I 1 1 I I w I X. C. SEE SHEET C2.11 FOR TYPICAL STREET SECTIONS. 37.33 QJ / 36.00 I y I 38.06 38.77 39.50 35 47.42 46 10 w I SW }� / GB 4O �� 36.36 I I 38.31 GIB GB GB SW I T LA D. KEYSTONE AND REDI-ROCK WALL DESIGN BY QQ� /j 03 1 36.86 36.83 37.31 39.26 OTHERS. 32.74 / `' SW \ 36.69 GB GB GB GB 37.78 1 3 .28 3 .78 1 GB 38.55 GB 40.00 FG / // / 36.199 GB GW 86 GB.33 GB.81 GB G I GB SW 35- GB GB I I I E. TEST PITS OR ABANDONED WATERWAYS LOCATED GB _ --38.55- w ONSITE SHALL BE OVER EXCAVATED TO NATIVE / 0 36.69 38 28 _ SW 38 73 40.00 39.50 46.50 MATERIAL AND BACKFILLED WITH STRUCTURAL eB -SW - - - FG GB GB ., 45.54 I MATERIAL PER ISPWC SPECIFICATIONS / GB 35.99 36.49 - - ° - s - - - - - - -1 - s SW 1 38.1�6 s f f SW 1,. ° I TB a GB GB s 37.33° 37.81 B TBC s' ,� 39.75 w I 37.31 3 SW SW f',Q l.. FG I a Dh SW 36.02 \ 1,3J-, "ti I KEYNOTES / 37.14 37.61 38.09 38.36 45.81 �38.33 / 38.00 GB 00 36.00 GB 36.49 36.66 _ TBC - TBC _ TBC - - - TBC 39.50 SW 1. INSTALL 5 FT SIDEWALK PER ISPWC SD-709. SW GB GB // s: TRH -TB s GB J 15"SD 5"SD 12"SD a w E.LOFT DR. SW 38.82 41 43. 4 a r \ t / 38.33 Sys 2 TB w 1 2. INSTALL REDI-ROCK RETAINING WALL AS NEEDED. WALL 2 36.3 SW 36 36.85 37.45 37•76 s 38.54- Sys � 38.50 B 50 33 "I DESIGNED BY OTHERS. � 7.37 O O / \ �6 GB // ° SW SW s Syy �,, ° FG , . 38.86 • �� 3 .67 s I ao I 3. INSTALL KEYSTONE BLOCK RETAINING WALL. WALL W \ 36.02 1 ^ - �R A - - - II s 38.60 1 TB 38.60 444.50 �' w `L1a ''' I DESIGNED BY OTHERS. b V) 8.34 \ GB s TB•1� /� 38.CJ0 38.47 s 38.90 39.10 GB GB w xi z z SW SW ���� \ / " / ?, N \ SW I FG I s. 38.60 �fBC GB > ° FOO 36.5e/1. SW s' \36.56 \\`L� SW 15 1 I s FG.56 GB 1 s u I z J \ I Q \ '�F \ SW� s•./ SYO( I I r q\- N<'n.52 GB 6044.01 (D 0 / \ \ BLOCK 21 I O2 0 436.33 �� 3 / \ \\� o I I 39.80 39.83 N 2739 SW w o a \\ \ TBC �0�� s s. \ 37.00 30 39.64 I I GB sw B�4 I Sw 10 32 / N I > z 36• \ 36.78 X �' / 38.5 v 0 FG 4 39.79 K44,00 � - W sw 37.00 .s \ SW \ I I GB a xl \ 36.78 36.48 GB \ 38.75\ s 1 39.65 39.62 40.24 GB I m \ SW SW 1 \ SW I 1 s FG GB 40 68 GB W w d z w w 36.84 , 36. 3 / 36. \ 38.00 I s I 3 I TB 39.74 I D Q S \ s O 40. 4 GB 2740 43. W _ GB \ 36.48 SW 38.00 39.26 ��0 I I 41.00 40.88 I °• C I SW Q SW 36.66 23 GB \ SW / 1 1 s I GB SW 40.24 a 43 1 1 a I ~ - \ FG / 37.00 \\ / - - - - > SW 31 w TB w W 1 w GB \39.00 / N) 40.81 a 1 40.90 43.25 W s GB 5 \°•o\ \W \ h 36.66 39.00 / `L1 FG 40.82 41.00 s 41.18 41.37 GB \ �, I s GB A 5 - \ FG ' fs 36.78 24 GB / r . I FG I T C I GB 1 \ F \ w 1 6.53 s G \ 38.00 39.80 4 I f 40.87 2741 a 42 9 w w \\ �n SW �' SW Q O 41.93 4 .73 T \ oq\\ oq 56.96 /� ` GB A TBC � ` ` ' '36.7 40.00 42.20 SW T C �` GB 42.86 56.98\\ 4, 3 FG 37.86 25 40.00 40 41.98 s. GB I 1 41.37 1 SW III FG s ,1 FG O GB 41.00 FG i• 42 32 1 SW 30 TBC w I Z Q GB.00 SW f 41.98 42.07 42.00 43.00 ry�l l 42.49 s° FG GB 42.51 GB I \ 5 ).36 11 \ . °4 38.95 41.00 SW 42.91 s I o I GB GB Lu 1 T C Ld 38.03 FG 26 GB ;f O 1 z I d w 1 \ SW 42.97 w \ 40.00 f SW vvi 42.01 42.55 * w w W 1 •X 40. Q GB /� ;s 43.30 z GB I \ W I \ GB \ • J ° 1° \ -43.20 �. 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SEE RIGHT C3,0 0 a z N 2 SHEET NOTES CIVIL ACRONYMS / 38.33 / 38.00 A. SEE SHEET C1.1 FOR GRADING NOTES. ALL GRADES ARE TO FINISHED GROUND UNLESS FPS NS �y 34.25 SW GB B. SEE SHEETS C2.0-C2.11 FOR ROADWAY NOTED AS FOLLOWS: Quo O <-A FG 1 \ IMPROVEMENT PLANS. / \ \ STA. - ROADWAY STATION FROM CENTERLINE 20593 0 7/ •37 CL - ROADWAY CENTERLINE C. SEE SHEET C2.11 FOR TYPICAL STREET SECTIONS. = Ct PC - POINT OF CURVATURE i1+ 12/05/25 o Gv / W \ D. KEYSTONE AND REDI-ROCK WALL DESIGN BY PT - POINT OF TANGENCY �O �9T P FUTURE APEX 39SW / , 8.34 \ OTHERS. ELE. - ELEVATION O� F OF \� SW 37.49 L - STATION OFFSET LEFT V. SUN NORTHWEST SW '��� \ E. TEST PITS OR ABANDONED WATERWAYS LOCATED R - STATION OFFSET RIGHT / F TBC - TOP BACK OF CURB 273g/SUBDIVISION p � 0 60 120 180 ONSITE SHALL BE OVER EXCAVATED TO NATIVE 35.77 / 38 MATERIAL AND BACKFILLED WITH STRUCTURAL LIP - LIP OF GUTTER FG 1 g \ ' �p s' ,52 Plan Scale: 1" =40' MATERIAL PER ISPWC SPECIFICATIONS. SW - SIDEWALK 37.10 4�29 / PJ �� F TOC - TOP OF CONCRETE FG \ SW / s +� \ v'� \ ` FG - FINISH GRADE 37.10 2749.79 / 36. KEYNOTES # MA - MATC�FEX STING GRADE FG WALL / C-) SW / GB \ 36.78 x ` V O 37.10 / rOF � FG , / / .s 40 3 \�36.78 SW 36.4 1. INSTALL 5 FT SIDEWALK PER ISPWC SD-709. SW 49 \ 42.80 / 274 /GB SW rf'v 2. INSTALL REDI-ROCK RETAINING WALL AS NEEDED. WALL GRADING LEGEND W SW 36.90 36.84 �� 3 DESIGNED BY OTHERS. GB GB \ SW \ 37.26 // / 1.29 SW / ? O \ SW 48 1". 36.66 •X7 �42.50 FINISHED GRADE ELEVATION / / ��j s / 39.65 \ 37.10 43.84/ 3. INSTALL KEYSTONE BLOCK RETAINING WALL. WALL FG 2742 FG 37. DESIGNED BY OTHERS. FG-�� FG SW / 41 B 39 90 36.65 4 �, / GB 1.50% _ FINISHED GRADE SLOPE Gg BLOCK 15 SW h 36.66 4. INSTALL 10 FT CONCRETE PATHWAY PER ISPWC SD-709. FG 36.78 \43.37 2743/ 42.80 / 36 6.53 s G \ 38.00 5. INSTALL 14' WIDE GRAVEL MAINTENANCE ACCESS ROAD -�2626 -�� FINISHED GRADE CONTOUR FG SW / O GB 7.40 36. 6 SW GB PER ISPWC SD-304 (TYPE 3). 1 GB T C s '36.7 2645 EXISTING GRADE CONTOUR 41.97 5 % FG cn 43 � 37.37 / 37.86 FG 43.89 z FG GB 42.00 / SW 36.48 s .7 FG 39.00 43.60 \� / / GB SW GB 0 FG 44.09 / 37 8 9.30 GRADE BREAK N SW O C / GB 3 03 38.95 w W 22 FG � - c •4 0 39.90 i ,s \ 45.18 \ GB 42.00 GB / 40. Q 40.00 KEYSTONE WALL SW / GB 37. 9 / GB r , GB TB / 21 \ s° 40.03 \ / 42. 0 '38.09 39.27 FG REDI-ROCK WALL 9° 44.92 // O G SW/ 41.00 39.30 FG lF�4 \ 41 SW s II I GB 41.9 s y, 5 J f 38.67 B & / / 4 0 42.00 \�.° I 1 BC 38.87 20 \ G9T FG GBl .12 c j ' O c s GB �:' ;� ,s• �.52 a 43.00 \ SW .. \ 3 42.00 40.60 GB �� \FG \\ c 44.00 s` \\ Gg Q 38 Syy T .94 40G B 43.2g s.12 42.20 / \ z \ O O SW 2,R`3' \ 7 42A0 •s s' � '1 \ SW\ 19 � 41.77 FG - 43.00 s \\ FG ) 39.64 45.00 FG MATCH LINE 6 Sty GB \ °° 39.1 1 TBC 6 \ 41.90 , \ GB s' } 44.50 SW \ �/ SW s GB `/,� .1 GB 41.84 c 2�A \44.00 \ FG 41.83 41.61 44.17 SEE SHEET C 3 . 1 \ 4 FG 38.82 4�0.39 s SSW 18 42.88ar G _ - SW s 42.00 ?) f GB TBC \ \ FG a �� �v. WI W 'I GB 1 st?, \ s� 7,42 46.80 s ' . f. 45.4 �45.60 45.G� I . I 44.79 I I I s \ 86 40.59 HBO T 43.20 GB '; 43.95° f . .s. Gg SW 27 A 2 C-J s FG< .- FG s 4573 38.84 SW 4,yp \\ GB \ FG FGp s" .'s FG.85 ' .. s 8 I BC 45.93 2745 c \ FG \ 40.59 9 42.87 s ' I 2741 O '° GB I I aI ? 4 45.00 s \ \ SW 47.50 ;. 46.1 1 s 45. 2 I I W a \ SW <> 17 GB s 46.65 s w ° ° s44.64 �St \9 40.09 s 42 \ \ s ' s FG SW I TBC 45.43 45.40 I I 4 .75 .70 2 GB \ TBC 7 TBC \ 45.00 48.GB 48.00 I GB GB 44.SW I T C APEX NORTHWEST \� 45SW 45.41 42.07 GB GB 46.80 46.80GB 45.93 I W y2 SUBDIVISION No. 5 \ GB �g 89 o W 44.13 a: sa° I GB TB' 7 I SW 26 2746 I I I45. �4g 2746\c 45.70 c s \\ GB' T6.35 4 SW 16 s s° 47.82 O I , 46. 7 46.56 46.50 I TBC 5 10 41.57� s TBC FG 47.16 I T C GB GB II z s \� O 47.90 a Iti 45.70 \ GB \ 43.54 \ \ 46.80 15 f } GB SW LLi I w z Q 2747 SW ° s GB 10 SW \ GB 14 13 : a s• 47.90 47.06 45.42 I II S I z J \ 3.52 46.06 :a .s I GB I z 48.08 ° I GB SW I I O \ \ ° 47.00 s 46.22 \ T4.82 \ SW 47.50 `>1�I ', N SW.19 47.06 2747 _ GB \\ 11 G6.04 \ TBC 7� GB 48.00 4 10 48SW F SW ��\ s \ \ 48.00 GB 49.50 d .� I I v; I 47.60 48.00 I 47.0 6I z �W ° \ 41.51 45.02 s } SW GB W. 47.90 47.90 47.$8 GB GB TBC I I Q W \48.00 \\ GB S02 4 SW 59 49.07 .a. 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I I 47.10 \ 16 17 18 19 c SWFG ❑ a w I o �o •:s GB I50.15 �� N 48.25 A .98 \ �\ s ° S8 00 GB 08 50.26 FS.50 �� 3 51.75 SW TBC W \� =48.60 FG GB I �jN s 47.69 3 �� 48.50 GB GB GB GB 51.54 I cS� GB 48.10 48.40 FG i 48.20 47.90 49.50 49.50 I I Z a a 48.55 GB GB 48.60 0 FUTURE APEX w w 49.60 s GB GB GB SW o NORTHWEST W CL ° , sw - - - - - - - - - - - - _ a SUBDIVISION 47.50 0 47.00 E 50.10 50 40 E G TBC a `GB GB 00-3o"cl GB o 3o"GI 3o"cI 3o"GI GB•60 _ - GB 50 N 47.77 I W • 50.00 -" 50 50 50.00 50.72 51.00 50.00 51.50 ILL \ SW 30"GI- 82-30" I 0"GI 2_ "GI 30'GI _ MA "GI GB MA" GB 3o"cI GB �I- Mq o"cI-GB o"cI-50.00-3o"GI o..GI , gyp \ 47.57 48.0 49.50 3o"GI 30"G SW 48.45 48.97 50.03 MA�� I � -16"PI 16"PI 16"PI t' SW I f 2749 47.15 S�V SW I SW SW 50.62 m 0 4 W R W R W R W R W R W R W R W R R/W Z w - - - - _ 274E\s s t `® 0 46.88 0 47.06 \ 49.20 �� .2-7 MA/TBC a a 47.35 \ SW % w �- V = TBC o \ SW 47.30 47.82 48.18 48.70 49.23 49.76 I O o '� APEX NORTHWEST \ \ I TBC TBC TBC 50.35 E N G I N E E R I N G z I SUBDIVISION No. 2 \ \o \\ I TBC TBC TBC TBC I 5725 NORTH DISCOVERY WAY a c - E. CRESCENDO ST. a BOISE,IDAHO 83713 LL wo \\ \ 2746 \ w I PHONE(208)639-6939 47.30 47.69 48.45 I kmengllp.com 0 \ I 48.70 49.23 49.76 50.35 50.80 W 46.64 \ 46.88 TBC EG_ TBC_ G EG TBC TBC TBC TBC TBC SW I N DESIGN BY: SRV1 ' Z 46.90 TBC m MA/TBC I ', DRAWN BY: 1AD 0N a SW I \ ° \ I CSC g - - - - 8e ,� I CHECKED BY: LCK I.L F j R 6"PI 6"PI 6"PI 1 6 PI - -s - - - 4 08 R I DATE: DECEMBER 2025 0. Z I \ 48.90 49.43 o w a I \ \ MA/SW� \47.50 47.30 47.77 SW SW 49.96 50.54 a PROJECT: 24 289 \ 46.23 '- s u o I s TOE TOE 45.E0 �W 46.1 1� SW I SW 4707 .41� SW SW MATCH L I N E C - SHEET NO. EX 48.42 47.EX 48.EX 0 \ MA/SW I O �� 2�4s \\ \� c \\\ TBC 4�.34 I TBC 2 EX EX FUTURE APEX NORTHWEST EX C3. 1 EX �- , SUBDIVISION SEE LEFT z a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY NAL £H INLET #3 I I NOTES. o�� NS INLET #4 ACHD SD-601, TYPE I B. SEE SHEET C4.2 FOR STORM WATER DETAILS. \ 40.88 ACHD SD-601, TYPE I RIM:2 2736. 20593 SUMP:2736.30 � C� RIM:2736.36 7 INV OUT:2737.30 12" (S) - - - C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN = SDMH #2 - ACHD SD-611 SUMP:2731.85 AT OR BELOW 15 FEET FROM EXISTING GROUND SURFACE. J+ 12/05/25 0 INV OUT:2732.85 12" (S) Q25 = 1.02 CFS THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON 0 �'9T P� 48"0 SDMH FLAT TOP ® Qtoo = 1.43 CFS THE INFILTRATION TEST RESULTS WITHIN THE POORLY O F OF RIM:2736.74 Q25 = 0.50 CFS OR GREATER. FOR HR GRADED GRAVEL THAT WERE 12 IN G�' FUTURE APEX SUMP:2730.65 Qtoo = 0.70 CFS / R,V �vN a"w� i2"w 12"w- ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL NORTHWEST INV IN:2732.75 12" (E) II INVESTIGATION "APEX FARR SUBDIVISION" PREPARED BY SUBDIVISION INV IN:2732.75 12" (N) 13.8' of 12" 19.7' of 12" ATLAS, DATED DECEMBER 4TH, 2023. INV OUT:2732.65 12" (S) @ 0.73% S. APEX WAY �� @ 1.52% D. PROVIDE WATER-TIGHT SEALS AT PIPING 98, II / t2"sD t2"sD 12^sD 12"sD t2" D t2"sD 12"sD 12"sD 12"sD 0 30 60 90 ENTRANCES/EXITS FOR CATCH BASINS, SAND AND GREASE TRAPS, DIVERSION BOXES, AND MANHOLES. 13.8' of 12" ��` Plan Scale: 1 = 30 @ 1.09% �ry 3.8' of 12" 7 239.5' of 12" �� SDMH #1 - ACHD SD-611 E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE @ 2.64% @ 1.73% COVER OVER PIPE IS LESS THAN 2 FEET AND WHERE 48"0 SDMH FLAT TOP STORM DRAIN CROSSES POTABLE WATER MAINS. OUTSIDE INLET #5 RIM:2741.36 01, T _ SUMP:2734.90 OF ROW OR WHERE COVER IS GREATER THAN 2 FEET W ACHD SD-6 TYPE I R01, 6.36 THE STORM PIPE SHALL BE ADS N-12 HP PIPE OR INV IN:2737.00 12" (N) APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN o SUMP:2731.50 3 INV OUT:2736.90 12" (W) - /^ LESS THAN 5-FEET OF SEPARATION BETWEEN INV IN:2732.50 12" (N) 2 / STRUCTURES. °o INV OUT:2732.50 12" (S) - - - - - - - ��� o ��� INLET #1 Q2s = 0.43 CFS 79.4' of 18" F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC ACHD SD-601, TYPE I Choo = 0.59 CFS @ 0.DET ACHD STORM STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. RIM:2736.08 SEE DETAIL SHEET DRAIN EASEMENT STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC SUMP:2731.50 INLET #2 O SGT #2 1000 GAL Pi i P' PI P� I Pi Pi Pi Pi Pi Pi RATED LIDS UNLESS OTHERWISE SPECIFIED. INV OUT:2732.50 12" (SE) ACHD SD-601, TYPE I :r ACHD BMP 01 Q25 = 0.78 CFS RIM:2736.08 �Pi Pi RIM:2736.92 W IR G. THE CONTRACTOR SHALL COMPLY WITH ALL THE Q1oo = 1.09 CFS SUMP:2731.10 Pi RIM:2736.99 (E) I a REQUIREMENTS FOR STORM WATER DISCHARGE INV IN:2732.10 12" (NW) INV IN:2732.40 12" (N) I Ln 3 ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES Ln z / INV OUT:2732.10 12" (SE) Q` INV OUT:2731.30 18" (E) N IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP z Q2s = 0.31 CFS 0D I PLAN PREPARED FOR THIS SITE, REGULAR SITE _0 / INLET BAFFLE:2731.10 INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE _N Q1oo = 0.43 CFS so / OUTLET BAFFLE:2732.10 y _ SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN > W 31.5' of 12"� �e m a 38 THE NPDES GENERAL PERMIT. ~ @ 1.27% SGT #1 1000 GAL ACHD BMP 01 BLOCK 22 3 I 37 H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN \ ENGINEER AND ACHD. 4.7' of 12" / RIM:2736.66 (NE) � INLET 12 / 7 RIM:2736.69 (SW) O O6 O O a ACHD SD-604A, TYPE IV BLOCK 15 I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM @ 2.1 1% / INV IN:2732.00 12" (NW) I RIM:2737.89 36 DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN ® / INV OUT:2730.90 18" (SW) SDMH #12 - ACHD SD-611 3 I I SUMP:2733.90 35 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER 1 // INLET BAFFLE:2730.70 48"0 SDMH FLAT TOP SDMH #11 - ACHD SD-611 INV OUT:2734.90 12" (S) PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH /OUTLET BAFFLE:2731.70 4O RIM:2738.23 48"0 SDMH FLAT TOP a Q25 = 1.26 CFS SDMH 10 - ACHD SD-611 SECTION 8018 OF THE ACHD DEVELOPMENT POLICY 7 \ SUMP:2732.00 RIM:2738.13 Qtoo = 1.76 CFS # MANUAL AND ISPWC SD-623. / INV IN:2734.10 15" (E)� SUMP:2732.55 48"0 SDMH FLAT TOP / ACHD STORM RIM:2738.31 / DRAIN EASEMENT INV OUT:2734.00 15" (SW) RR INV IN:2734.80 12" (N), SUMP:2733.10 J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, e` s I Pi INV IN:2734.80 12" (S) INV IN:2735.20 12" (SE) ] SET BY THE CONTRACTOR THE ITY OFALL MERIDIANORM ANDTO THE STANDARDS b SECTION 8200 OF 7 �/ 47.5' of 18" s INV IN:2734.80 12" (E)\ INV OUT:2735.10 12" W / INV OUT:2734.55 15" (W) 17.8' of 12" ( ) THE ACHD STORMWATER GUIDELINES. / @ 0.00% SDMH #13 - ACHD SD-611 SEE DETAIL SHEET SDMH #7 - ACHD SD-611 7 �� U 48"0 SDMH FLAT TOP 7 48"0 SDMH FLAT TOP C-900 @ 0.56% K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 3O RIM:2738.26 RIM:2736.53 w �/ � � \ / AND 8200 OF THE 2017 ACHD POLICY MANUAL.SUMP:2729.30 SUMP:2731.80 42.7' of 12" \ _ e` INV IN:2731.40 18" (W) 3.4' of 18 INV IN:2733.90 15" (NE) 38E @ 0.70% L. STORM DRAIN PIPE IS MEASURED FROM INSIDE FACE OF ssco MANHOLE TO INSIDE FACE OF MANHOLE. INV OUT:2731.30 18" (NE) @ 1.46% INV OUT:2734.40 12" (S) ��W- INV OUT:2731.90 12" (SE) INV OUT:2733.80 15': (W) 8„w s„W „W s„W D s"w s„W s„W „w 34 J 12.8' of 12" � s' s"w�s'w $ ..-��� �� _ KEYNOTES SDMH #3 - ACHD SD-611 I 71.5' 0.63% II 190. �- � Q C-900 @ 2.34% j 48"0 SDMH FLAT TOP O a� SGT #3 1000 GAL E. LOFT DR. s O UTILITY MAIN/MAIN CROSSING RIM:2737.14 2 / ACHD BMP 01 15^sD 15 SD 15^SD 12 SD 33 SUMP:2731.50 INLET 9 - s N s s"s s s" s"s-s 4.0' of 15" 8S y \ MAINTAIN VERTICAL AND HORIZONTAL # 59.7' of 18" $ RIM:2736.57 (NW) I @ 2.49% ��� �90• �3e \ / POTABLE/NON-POTABLE MAIN LINE SEPARATION INV IN:2733.60 12" (SW) / ACHD SD-604A, TYPE IV @ p 84% RIM:2736.65 (SE) 6.7' of 12" \\ `C SDMH #9 - ACHD SD-61 1 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER RIM:2735.87 $ INV IN:2731.25 18" (SW) @ 1.49% 48"0 SDMH FLAT TOP NOTE 2 SHEET C1.1 FOR ADDITIONAL INV OUT:2733.50 12" (SE) 18.8' of 15" - 0 8s RIM:2738.71 INFORMATION. SUMP:2731.80 s INV OUT:2730.25 18" (SE) °a°o INV OUT:2732.80 12" (SE) INLET BAFFLE:2730.05 ^�, @ 0.53% INLET #13 SUMP:2733.50 12.3' of 12" fffi \ Q25 = 1.06 CFS �� OUTLET BAFFLE:2731.05 ACHD SD-604A, TYPE IV �\ INV IN:2735.60 12" (S) 1. SB #1 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION @ 1.22% // Qloo = 1.47 CFS r �� ? 5' SGT #4 1000 GAL RIM:2737.89 O 59.2' of 12 as INV OUT:2735.50 12" (NW) A-A ON SHEET C4.2 (42'L x 12'W x 8.5'D). z ACHD BMP 01 SUMP:2733.90 @ 0.51% O Q yD• \ \ , \ RIM:2738.19 (N) I INV OUT:2734.90 12" (N) : 2. SB #2 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION J 1p ?'116 RIM:2738.26 (S) Q25 = 1.15 CFS �+ A-A ON SHEET C4.2 (74'L x 12'W x 8.5'D). z o " 0 \ �R/W s F SDMH #6 - ACHD SD-611/ /t 5 \ 30 INV IN:2733.70 15" (E) la Q1oo = 1.60 CFS `� w z \ O \ INV OUTI BAF L 18" (S) O 3. SB #3 (PUBLIC), SEE SEEPAGE BED DETAIL 1/SECTION INLET #6 O \ 48"0 SDMH FLAT TOP � 11.7' of 12" '132.3' of 18" # �F` RIM:2736.20 °' INLET BAFFLE:2732.50 1 42.7' of 12" B-B ON SHEET C4.2 (1181 x 21'W x 8.5'D). O ACHD SD-604A, TYPE IV @ 0.00% Q -s _ z ?s O SUMP:2729.90 90 ® 2.56% s OUTLET BAFFLE:2733.50 I I o @ 2.1 1% W RIM:2736.79 0 'Q SEE DETAIL SHEET �, SUMP:2732.75 INV IN:2732.25 15" (SW) /' / \\ \ o a SGT #6 1000 GAL PRIVATE N 4. SB #4 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION .5a � � ACHD BMP 01 INV OUT:2733.75 12" (NE) \ INV IN:2732.50 12" (NW) � / INLET #10 \� 92.0' of 18" s s B-B ON SHEET C4.2 (81'L x 21'W x 8.5'D). > \\��Y RIM:2738.37 (N) (OPEN GRATE 32 _ Q2s = 0.49 CFS � INV IN:2732.50 12" (SE)� ACHD SD-604A, TYPE IV � \� _ � @ p,ppq, � ) W Qioo = 0.68 CFS 133.9' of 12" so INV OUT:2731.90 18" (E) �� RIM:2735.87 \ 3 SEE DETAIL SHEET RIM:2738.49 (S) (CLOSED LID) w W _ 5. SB #5 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION Q - \ \C-900 @ 0.37% / INV OU :2732. INV OUT:2734.10 18" (S) � C-C ON SHEET C4.2 (113'L X 5'W X 8.5'D). / \ / INV OUT:2732.80 12" (NW) \ 96.4' of 12" I la INLET BAFFLE:2733.90 I m z O �y':�91.0' of 15' Q25 = 1.03 CFS e \ OUTLET BAFFLE:2734.90 e� Aso e @ 0.44% (boo = 1.43 CFS \ @ 0.00% 6. SB #6 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION Q / , \ \ SEE DETAIL SHEET 6 INLET #11 C-C ON SHEET C4.2 (51'L X 10'W X 8.5'D). () - 0L 3O INLET #\ \ �� / 139.6' of 12" \ SDMH #8 - ACHD SD-611 ACHD SD-604A, TYPE IV i` ACHD SD-604A, TYPE IV �O y10 /SDMH #5 - ACHD SD-611 @ 0.00% � s 0\\ 4 la 3O 48"0 SDMH FLAT TOP s � RIM:2739.78 7. INSTALL GROUND WATER OBSERVATION WELL PER ACHD (/) - RIM:2736.09 Aso �• �� 48"0 SDMH FLAT TOP SEE DETAIL SHEET I 7 56.5' of 18" RIM:2739.73 cn SUMP:2735.70 SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION W SUMP:2732.20 \ so RIM:2736.58 23 @ 0.00% SUMP:2734.50 INV OUT:2736.70 12" (NW) BED 5' FROM THE END AND OUTSIDE OF BED A \ W INV OUT:2733.20 12" (SE) 34.0' of 15" SUMP:2730.65 / INV IN:2736.60 12" (SE) 5 Q25 = 1.76 CFS @ 0 29% INV IN:2732.75 15" (SW) 24 / SEE DETAIL SHEET INV OUT:2736.50 12" (N) z Q2s = 1.29 CFS MINIMUM OF 50' FROM THE PERIMETER OF THE BED. C W Choo = 2.45 CFS °� o s 7 _ J� s IS -Q1oo 1.81 CFS = G INV IN:2733.00 12" (NW) / / 7 INLET 14 PRIVATE m Q � s INV OUT:2732.65 15" (NE) # �� / yo �� ACHD SD-603, TYPE III D �22.3' of 12" 31 �y RIM:2736.52 / m y C-900 @ 0.45% SUMP:2732.60 m < O 4O 90 / ACHD STORM a _ z s INV OUT:2733.60 12" (SW) O m w 12.8' of 12" � DRAIN EASEMENT o� x � Q2s = 0.98 CFS cn s s C-900 @ 0.78% / �� 4.5' of 12" Qtoo = 1.37 CFS 25 / \ @ 2.21% / 22< W O SDMH #4 - ACHD SD-611/ D r y SGT #5 1000 GAL PRIVATE BLOCK 21 48"0 SDMH FLAT TOP �\ 0 Q` ,o ACHD BMP O1 m w w( , Q fi RIM:2736.43 / ( ) 30 SUMP:2730.85 11.8' of 12' s RIM:2736.75 NW / Q lb @ 0.85% INV IN:2733.10 12" (NW) RIM:2736.86 (SE) s � °i INV IN:2733.50 12" (NE) � INV IN:2733.10 12" (SE) / e, INV OUT:2732.50 18" (SE) �; INV OUT:2732.85 15" (NE) / 21 4 m INLET BAFFLE:2732.30 X �� 22 A, \ OUTLET BAFFLE:2733.30 26 a O5 N N / m 9S / N S S d INLET #8 °� COCotZ ACHD SD-604A, TYPE IV/ RIM:2736.09 as 0 Z s s SUMP:2732.20 5 27 a s 29 0 s-INV OUT:2733.20 12" (NW) 1 18.5' of 18" Q25 = 1.08 CFS @ 0.00% Q1oo = 1.50 CFS SEE DETAIL SHEET o, Is, NLn q � �s s Q O \ S f ssco O Oi 9 6S 4 w �i�� s 0==� 9\ 28 Z F/ 0 o V 0 a E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 LL 0 PHONE(208)639-6939 U 0 kmengllp.com W DESIGN BY: SRVJ ' a DRAWN BY: JAD 0 0 CHECKED BY: LCK A/ D 0- DATE: DECEMBER 2025 G a o PROJECT: 24-289 a SHEET NO. V C4.07 a N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY NAL £H W NOTES. o�� N S 32 A I 3 w O I B. SEE SHEET C4.2 FOR STORM WATER DETAILS. ao C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN = 20593 3 c� AT OR BELOW 15 FEET FROM EXISTING GROUND SURFACE. L�1 12/05/25 0 w I I N w w THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY O� OF Gl�, GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR N I ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL FUTURE APEX INVESTIGATION "APEX FARR SUBDIVISION" PREPARED BY W NORTHWEST 3 ATLAS, DATED DECEMBER 4TH, 2023. SUBDIVISION w W 3 aso D. PROVIDE WATER-TIGHT SEALS AT PIPING ENTRANCES/EXITS FOR CATCH BASINS, SAND AND N I I ~ GREASE TRAPS, DIVERSION BOXES, AND MANHOLES. W � I p 3 w W ao E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE COVER OVER PIPE IS LESS THAN 2 FEET AND WHERE - O Lu > I N STORM DRAIN CROSSES POTABLE WATER MAINS. OUTSIDE 31 A O EXISTING ACHD Lu> OF ROW OR WHERE COVER IS GREATER THAN 2 FEET W ACHD ROW 3 (D � w w ROW O THE STORM PIPE SHALL BE ADS N-12 HP PIPE OR I w W W $ APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN o vi a I 3 LESS THAN 5-FEET OF SEPARATION BETWEEN \ v I ? I N ~ STRUCTURES. O J ;3: a 0 I O I DWT INVESTMENTS LLC F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC w W w w STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. 1 + I 22.4' of 18" �; S1132325801 STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC $ 10.00% 3 ~ (R-4) RATED LIDS UNLESS OTHERWISE SPECIFIED. 73.4' of 18" A I SEE DETAIL SHEET N 0 0.00% a C I 25' MIN I G. THE CONTRACTOR SHALL COMPLY WITH ALL THE `'SEE DETAIL SHEET °a 3 ' W � a REQUIREMENTS FOR STORM WATER DISCHARGE Na- I SGT 8 1000 GAL 2 3 o W W ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES o # o I I ACHD BMP 01 � IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP O � 3 � RIM: 2746.78 (S) 2 I N INLET 16 PLAN PREPARED FOR THIS SITE, REGULAR SITE N # INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE _ w w RIM: 2746.86 (N) I ACHD SD-601, TYPE I SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN > Lu Lu SGT 7 1000 GAL �`' �u # J INV IN: 2741.40 12" (E) iv RIM:2746.16 THE NPDES GENERAL PERMIT. - OACHD BMP 01 Cq $ I INV OUT: 2740.40 18" (N) 11' N SUMP:2740.50 30 RIM:2742.30 (S) 10 I INLET BAFFLE: 2740.20 INV OUT:2741.50 12" (W) H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN RIM:2742.32 (N) I OUTLET BAFFLE: 2741.20 N Q25 = 0.38 CFS ENGINEER AND ACHD. INV IN:2737.00 12" (E) a " o0 Qloo = 0.53 CFS INV OUT:2735.90 18" (N) 25' MIN INLET #15 I®I w Lfl o I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM ACHD SD-601, TYPE 1 DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN INLET BAFFLE: 2735.80 a N RIM:2741.74 L® OUTLET BAFFLE: 2736.80 RI MP:41.74 5 I MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER 3:: PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH INV OUT:2737.05 12" (W N � SECTION 8018 OF THE ACHD DEVELOPMENT POLICY Q25 = 1.57 CFS I o MANUAL AND ISPWC SD-623. Qioo = 2.19 CFS) r®� N W a 3.5' of 12" o J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, I I I I o 0 0 2 83%. THE CONTRACTOR SHALL CONFORM TO THE STANDARDS p L® w w 3 ~ s SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF z BLOCK 15 I N o THE ACHD STORMWATER GUIDELINES. a K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 Nhi i - o o I I AND 8200 OF THE 2017 ACHD POLICY MANUAL. 3.2' of 12" a I � 0 1.55% at W W I \\ I 3 �o L. STORM DRAIN PIPE IS MEASURED FROM INSIDE FACE OF $ \ MANHOLE TO INSIDE FACE OF MANHOLE. \\ o I a KEYNOTES h Oa ~ O N d (•j � W W Id \ o o I \\ I � UTILITY MAIN/MAIN CROSSING f \ MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER z NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. Q SEEPAGEBED #7 AND #8 S. LOCUST GROVE AVE . PLAN °- 1. SB #7 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION O z 0 20 40 60 A-A ON SHEET C4.2 (68'L x 10.5'W x 8.5'D). z LJ z Plan Scale: 1" = 20' 2. SB #8 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION Q A-A ON SHEET C4.2 (17'L x 10.5'W x 8.5'D). z z z > 3. INSTALL GROUND WATER OBSERVATION WELL PER ACHD W O SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION BED 5' FROM THE END AND OUTSIDE OF BED A > (D Q MINIMUM OF 50' FROM THE PERIMETER OF THE BED. - Q z o - � O 4. INSTALL 47'Lx10'Wx1.5'D TEMPORARY POND #1 PER m a- DETAIL, THIS SHEET. z O U Lu TOB ELEV.: 2737.10 FUTURE APEX TOE ELEV.: 2735.60 (,/) Q � � � NORTHWEST Q WATER SURFACE: 2736.60 SUBDIVISION DESIGN INFILTRATION RATE = 81N/HR z / VOLUME REQUIRED = 276 CF _ / MAXIMUM WATER SURFACE VOLUME PROVIDED = 289 CF Lu 00 paC 4 ELEVATION W Q 0 TOP OF BANK 6" FREEBOARD MIN. 5. INSTALL RIPRAP CHANNEL PER DETAIL, THIS SHEET. u j ELEVATION PER PLAN FLOW LINE SHALL HAVE A MINIMUM SLOPE OF 1%. FUTURE LOT LINE DEPTH Q Q Q TOF / PER PLAN' _ \ � O \0������ F r r WIDTH PER PLAN r r r rLu \Toprr��rr�Nrr��������\ vz m W TOF\ v's 2j �3j r�\ r�\r�\r�\ W Top TOE ELEVATION r r�r�r�r�r� �r�r� �r r�r�r�r� W O (D PER PLAN \rr�rr�rr�rr�rr�rr�rr rr�rr�rr rr rr�r rr�rr�r�� Q SEASONAL HIGH GROUNDWATER ��\\��/%rr\\r/%r\�r\r rr\\r/%rr\ �\\rr r/%rr•r _ _ _ _ _ Q V) w ELEVATION PER PLAN - ' �' �' �ir�ir�ir�ir�i rr�ir�ir�r�i rr rr�r /C, y BASIN BOTTOM AND SIDE SLOPES z ENSURE BASIN BOTTOM IS EXTENDED FUTURE ACHD ROW // 3.0' MIN. SHALL BE CONSTRUCTED WITH 4" m /m / MIN. TOPSOIL OR AMENDED NATIVE TO FREE DRAINING MATERIAL. IF OVER MATERIAL WITH TURF OR NATIVE N I / N EXCAVATION IS REQUIRED, BACKFILL / \ / TO GRADE WITH ISPWC APPROVED GRASS PER ACHD REQUIREMENTS PITRUN Z / O NOTES: z \ �\ 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED U \ WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION. TEMPORARY POND DETAIL N \� SCALE. NTS Z FUTURE ACHD ROW }�P Z P� O `'' V 3 E N G I N E E R I N G 3 O 0 1 o \ 5725 NORTH DISCOVERY WAY c BOISE,IDAHO 83713 LL U O PHONE(208)639-6939 0 \ Qa 6"-12" DIA. COBBLE kmengllp.com W c �-5' TYP.- '{ DESIGN BY: SRVJ ' � I a DRAWN BY: JAD O o c� � RIP-RAP CHANNEL CHECKED BY: LCK LL SCALE: NTS DATE: DECEMBER 2025 A TEMPORARY DRAINAGE POND #1 - PLAN PROJECT: 24289 IL 0 20 40 60 SHEET NO. C4 1 0 Plan Scale: 1" = 20' Z a N 2 S�pN AL £H LEGEND O WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER �O� NS O ti z 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED NO TREES ARE ALLOWED WITHIN Q FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 10' OF THE OUTSIDE PERIMETER 2 OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER - - - OF THE SEEPAGE BED 20593 O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- I ELEV. - "A" (MIN.) _ s 12/05/25 o 44j CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS I �Q �9T 1 P -1-I IIIIIIT_I��III :,� Qe p` Q PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" OF 6 PIPE.NONWOVEN LED LLS MAY USE 4" PE - VO FIIL R vNG lv� FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK A _ ___ _________ __-_� -_-_-_ ________________ A III=III III=III POLYPROPYLENE FIBER REINFORCEMENT AT 1 2 BS CY P P 3 III=11 III=III= � E / / I o o I » III=11 I „III-1 I 3 ' AP O BACKFILLP MATERIAL BTO MATCH STORAGE MEDIA IFOR LOBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. I � � ELEV. - C Z ' Q USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIEScn J s 3 NOTES: 2 PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR I a w } STORM DRAINAGE FACILITIES I w N - N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L - - - - - - - - - - o 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 2 w 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW 6 ELEV. - "D" w 0 ch w s ' N.T.S. Q Q z 1 0 E _ _ SEEPAGE BED o 1 =III=III=III=III= - _ _ _ _ - INSTALLED PER ­ ' ��18"�� I-III-III=III=III= s I I1=11_I=III=111= ,o WIDTH VARIES, SEE ACHD BMP 20 o =III=III=III-III 11=III-III=III=1 MAX. HSGw TABLE THIS SHEET m L-1 11=1 11=1 1=1 _ -III-III-I 1=1 I 0 9.� IIII I�I�I III 5 II=1ii-I;I_� - = EL ROCK o -III-I 1= ELEVATION z lil z 4 H 8 i X w - - I- � w KEY Li OUTLET 1. 18" OF ISPWC 801 OR ASTM C33 FILTER SAND. s SECTION CONCRETE COLLAR FLOWo BAFFLE WALL 2. 2" FRACTURED DRAIN ROCK. N > N.T.S. ELEV B FLOW 3. 18"6 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER O DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. = ELEV A 4. CONTRACTOR TO ENSURE BOTTOM OF SEEPAGE BED EXTENDS A MINIMUM _N a 4 4 ELEV D OF TWO FEET INTO FREE DRAINING MATERIAL. OVER EXCAVATION MAY BE Lu Li REQUIRED. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL w � INLET BAFFLE WALL 4 ENGINEER ELEV C 20" STD 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. 9 OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 6. SEEPAGE BED TO HAVE A MINIMUM OF 1.0-FT COVER FROM TOP OF BED TO BOTTOM OF ALLEY SUBGRADE. SECTION A-A N.T.S. NOTES SECTION VIEW C-C: PRIVATE SEEPAGE 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY LEGEND: BEDS OUTSIDE OF PUBLIC ROW (UNDER i MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) z SECTION z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) ALLEY s H 1-FT USE GRADE RINGS (TYPICAL) N.T.S. 1-FT < H <= 2-FT USE 24" DIA RCP RISER 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS O EL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10' MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 5 WATERTIGHT SEAL s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2017 ACHD REVISION 2017 ACHD REVISION IDAFORHO STANDARDS PUBLIC WORKS GROUNDWATER FORIDAHO STANDARDS PUBL C WORKS GROUNDWATER ACHD STORMWATER DESIGN 2015 SAND AND GREASE TRAP STANDARD DRAWING CONSTRUCTION STANDARD DRAWING CONSTRUCTION STANDARD DRAWING GUIDELINES BMP 01 OBSERVATION WELL SD - 627 OBSERVATION WELL SD- 627 1 of 2 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 NO TREES ARE ALLOWED WITHIN 10' OF THE OUTSIDE PERIMETER NO TREES ARE ALLOWED WITHIN O r� A B OF THE SEEPAGE BED 10' OF THE OUTSIDE PERIMETER OF THE SEEPAGE BED 12"0 FULLY PERFORATED ADS N-12 HP. 7 � ELEV. - "A" (MIN.) 3 TRANSITION 5' IN BED NON-PERFORATED TO Z SAND AND GREASE TRAP I ELEV. - "A" (MIN.) %�//��/ �; ��/�/�� PERFORATED PIPE W PER ACHD BMP 01 ���%�/ / / / / / / /��/i / %��� ?i /%i /���/���/��� 6 i �i LL.I vi � �j�� ELEV. - >,B„ �� �� �/� ��� - - ww� i�//�//� //�////�////�//�//�//////// _O J w ��/��/ ��/��/�� ��/��/��/��/A�/ /�� 12"0 ADS N-12 HIP Q m z ELEV. - »B.. � ���5 �� � ��������� ��� EL S D ____ __ - >g ������������������������ � ELEV. - "C" INVERT PER PLAN ��B- - J 18"0 PERFORATED ADS o w= T5 z_ 5 w w > J N-12 HP SEE ( 3 J _ Q 5 LF OF 18"0 PERFORATION SCHEDULE Q m ADS N-12 HP SOLID WALL PIPE THIS SHEET ELEV. - "C" z io >� Q � 7 Z z w i� m � W TRANSITION 5' IN BED NON-PERFORATED �� A,B Z � 48"0 FLAT TOP MANHOLE Q co TO PERFORATED PIPE LENGTH VARIES, SEE TABLE THIS SHEET 5 N c, 5 Q - o S D -_____ ________ 'cD � ~ 00 1,000 GALLON wLj SAND AND GREASE TRAP PER 18"0 ADS N-12 HP Q w PLAN VIEW a N ELEV. - "D" 2 ACHD BMP 01. o SEEPAGE BED z Q r N W w Q INSTALLED PER ------ ------ ACHD BMP 20 ELEV. - "D" 2 0 � SD SDI ] �Q ________ z MAX. HSGW WIDTH VARIES, SEE SEEPAGE BED L - - - - J SAND AND GREASE TRAP PER :2 , - SEEPAGE BED = �ROCO� TABS HIS ,SHEET IACHDL BMPPER 18"0 PERFORATED ADS N-12 HP. I ACHD REQUIREMENTS. REFER TO INSTALLED PER TRANSITION 5' IN BED NON-PERFORATED TO ACHD DETAIL BMP 01. FINISH GROUND MAX. HSGW WIDTH VARIES, SEE ACHD BMP 20 4 PERFORATED PIPE. SEE PERFORATION �� ADDITIONAL INFORMATION PER PLAN. WATERTIGHT CONNECTION N-118" PERFORATED ADS OR ROCK TABLE THIS SHEET SCHEDULE THIS SHEET B-12 HP _18" ADS CAP ELEVATION KEY � LENGTH VARIES, SEE TABLE THIS SHEET O O 1. 18" OF ISPWC 801 OR ASTM C33 FILTER SAND. 4 2. 2" WASHED DRAIN ROCK OR 3/4" - 2" ANGULAR ROCK. SEEPAGE BED 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER INSTALLED PER vv V) 0% SLOPE 1. 18" ISPWC 801 OR ASTM C33 FILTER SAND. DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. ACHD BMP 20 FINISH GROUND 2. 3/4" - 2" ANGULAR ROCK. 4. CONTRACTOR TO ENSURE BOTTOM OF SEEPAGE BED EXTENDS A MINIMUM 18'0 PERFORATED ADS W 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN OF TWO FEET INTO FREE DRAINING MATERIAL. OVER EXCAVATION MAY BE N-12 HP GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. REQUIRED. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL 1,000 GALLON 18" ADS CAP MINIMUM OF 20"_j 4. CONTRACTOR TO ENSURE BOTTOM of SEEPAGE BED EXTENDS A MINIMUM OF ENGINEER. SAND AND GREASE TRAP PER BAFFLE SPACING TWO FEET INTO FREE DRAINING MATERIAL. OVER EXCAVATION MAY BE REQUIRED. 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED ACHD BMP 01. SEE PLAN ---- --- ------- - 4" OF CHIPS PIPE BEDDING SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. SHEETS FOR LOCATIONS, ________ _______ _ 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. ELEVATIONS, AND ADDITIONAL 18"0 SOLID WALL ADS N-12 HP MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP 6. FOR SEEPAGE BEDS OUTSIDE OF PUBLIC RIGHT-OF-WAY A MINIMUM OF INFORMATION. (EXTEND 5' INTO SEEPAGE BED) MINIMUM OF 1-FT TOP AND SIDES ONLY. 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN LANDSCAPE 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT AREAS. " GROUND WATER OBSERVATION WELL PER ACHD m GROUND WATER OBSERVATION WELL PERJ COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL WOVEN GEOTEXTILE 7. 12"0 FULLY PERFORATED OVERFLOW PIPE. INSTALL PER ACHD SD-627. WELL TO EXTEND A MINIMUM OF 1FT N ACHD SD-627. EXTEND MINIMUM OF 1' FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 F OR STORMWATER GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. PAST SAND LAYER m PROFILE VIEW BELOW THE BOTTOM OF SAND LAYER APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION SEE PLAN FOR ELEVATION 8202.23. SECTION VIEW B- B: PUBLIC SEEPAGE SEEPAGE BED WITH OVERFLOW Z LL SECTION VIEW A-A: PUBLIC SEEPAGE BEDS WITH OVERFLOW OUTSIDE OF PLAN AND PROFILE 0_ PLAN AND PROFILE A-A: PUBLIC z BEDS WITHIN PUBLIC ROW PUBLIC ROW (COMMON LOT C� N SEEPAGE BEDS WITHIN PUBLIC ROW N O GENERAL NOTES w SEEPAGE BED TABLE A ALL DRAINAGE STRUCTURES DRAWINGS. SHALL BE HS25 OR GREATER LOAD RATED AND INSTALLED PER ISWPC AND ACHD Z SUPB. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 15 FEET FROM EXISTING GROUND SURFACE. O BED WIDTH DESIGN INFILTRATION THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY �5 �s° o SEEPAGE BED SECTION BED LENGTH (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) RATE (IN/HR) GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR ADDITIONAL INFORMATION REFER TO THE N GEOTECHNICAL INVESTIGATION "APEX FARR SUBDIVISION" PREPARED BY ATLAS, DATED DECEMBER 4TH, 2023. LL SIB #1 (PUBLIC) A-A 42 12 8.5 2736.60 2732.90 2730.90 2724.40 2721 t 2,035 8,0 C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. E N G I N E E R I N G O o D. BED WIDTH SHALL REMAIN CONSTANT. i3 5725 NORTH DISCOVERY WAY E. CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER BOTH PUBLIC AND BOISE,IDAHO 83713 LL SIB #2 (PUBLIC) A-A 74 12 8.5 2737.00 2733.30 2731.30 2724.80 2721 f 3,639 8.0 PRIVATE SEEPAGE BEDS ARE FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST 208 PHONE 639-6939 ON PUBLIC BEDS, CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 48 HOURS IN ADVANCE). IF THE ) SIB #3 (PUBLIC) B-B 118 21 8.5 2736.80 2733.60 2730.25 2725.10 2721 f 10,098 8.0 PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR TO CONTACT kmengllp.com ENGINEER OF RECORD FOR REDESIGN. IF ROCK IS ENCOUNTERED, CONTRACTOR MAY NEED TO BLAST OR BORE W SIB #4 (PUBLIC) B-B 81 21 8.5 2738.40 2735.90 2732.70 2727.40 2721 f 6,923 8.0 TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED DESIGN BY: SRVJ > INFILTRATION. SB #5 (PRIVATE) C-C 113 5 8.5 2736.50 2734.50 2732.50 2726.00 2721f 2,292 8.0 F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. 18 O " PIPE DRAWN BY: JAD o G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE CHECKED BY: LCK N 0 SB #6 (PRIVATE) C-C 51 10 8.5 2738.30 2736.10 2734.40 2727.60 2721f 2,076 8.0 INSTALLED PER ACHD REQUIREMENTS. H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. 18" PERF PIPE DATE: DECEMBER 2025 a SIB #7 (PUBLIC) A-A 68 10.5 8.5 2741.70 2737.90 2735.90 2729.40 2721 f 2,929 8.0 THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE WQ a o MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. PROJECT: 24 289 SIB #8 (PUBLIC) A-A 17 10.5 8.5 2746.10 2740.40 2742.40 2731.90 2721 f 709 8.0 I. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF Q THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. PERFORATION SCHEDULE SHEET NO. 3/8" PERFORATIONS IN VALLEY 0 OF CORRUGATED PIPE. 5 EA ON 18". C/I "r Z a N 2 _ SEE SHEET C5 . REMOVE OR RELOCATE SHEET NOTES S POWER POLE. COORDINATE ° ° I —J WITH POWER. A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER FSS\ONANS NOTES. Q ° 3 L N � B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE.Ln 2059 Z � 8 w 8 e w e w s 8 w a w s w e w w a w s w s w s w s w a w $W a e,- C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY J�12/05/25�0 (V EXISTING SEWER MAIN. �' 60" EX SSMH #1 REFER TO MCBIRNEY A STA: 3+06.14 E. CRESCENDO ST. 60" SSMH #1 I F n OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE Q 9T P O OF LATERAL PHASE 2 PLANS. B STA: 2+42.87 c0 STA: 6+61.83 3 I N 3 e I � � ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC ly F \ PROTECT IN PLACE N OFFSET: 0.00' o I m o SD-507. R V. �v�1 OFFSET:ET: 0.00' l op N: 686934.37, M N: 686932.55, rn Ln 3+00 E: 2458748.29 E: 2459103.97 m m D. INSTALL STANDARD SERVICE MARKERS PER CITY OF 6+00 I m MERIDIAN STANDARD DRAWING SW3. -a s s a1's a1's a"sl 8"S 8"S >��•s 8"S 8"S 8"S 8"S -i s SEWER LINE—A > E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER EG Ec 3 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY CL �o— 4�O 1 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR m Ln o 8" SSCO #1 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE ° °..e.,< ° STA: 7+08.23 BASED ON STUB LOCATION. STATIONING TAKEN FROM e z ° ° ° ° ° 1 ° ° °° ° ° ` °d o OFFSET: 0.00' O CENTERLINE OF SEWER ALIGNMENT. J ° C N N: 686932.99, ° ° ° w E: 2459150.37 F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC Lu °° °° SD-51 1 (TYPE A—F) WITH MINIMUM SLOPE OF 2% FROM P� W P P P P P P P P P P P P P ° ° w _ THE PROPERTY LINE TO SANITARY SEWER MAIN. o p1 r EXISTING LOCUST V) I GROVE PRESCRIPTIVE G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, C7� d—�., —� RIGHT OF WAY CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEESHEET C5 . 1 of I I L — — SEWER, OR RECYCLED WATER MAIN EASEMENT. i H. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE vi FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER MANHOLE. ALIGNMENT "A" PLAN AND PROFILE I. ALL SEWER PIPE SHALL BE SDR-35 CLASS PVC OR CITY cn OF MERIDIAN APPROVED EQUAL. z _O 0 30 60 90 0 3 6 9 N > W Lu Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' KEYNOTESUTILITY ® ~ 2757 N w 2757 AIN MAINTAIN VIERTICAL ANDSNG HIORIZONTAL O POTABLE/NON—POTABLE MAIN LINE SEPARATION w z - 00 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 300 04 00 z w V)" 00 NOTE 2 SHEET C1.1 FOR ADDITIONAL rn 4 INFORMATION. 4 N N =0q N N O N © UTILITY MAIN/SERVICE CROSSING 2754 r 00 ri r°i ^ m ' z O N N 2754 MAINTAIN VERTICAL AND HORIZONTAL _0 N N N N (N V) +r- > > 0006 o POTABLE/NON—POTABLE MAIN/SERVICE OR o cn++ z z z a z Z N z SERVICE/SERVICE LINE SEPARATION PER CITY OF z r7 N _ _ _ o o _. cn .. .. _ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 w a a Nw 00 00 > > > > SHEET C1.1 FOR ADDITIONAL INFORMATION. N Z Z Z Z cn cn FINISHED GROUND 0 co Q m�'Co'00'00 ao 2751 2751 1. REMOVE WATER—TIGHT PLUG AND CONNECT NEW 8" / PIPE TO EXISTING SEWER MANHOLE. CALCULATED / — — — INVERT AT NEW MANHOLE IS 2732.42'. CONTRACTOR / TO FIELD VERIFY INVERT PRIOR TO CONSTRUCTION. IF / DISCREPANCIES OCCUR, CONTACT ENGINEER OF _ 1 I RECORD FOR REDESIGN. 2748 — — — — — �� 2748 2. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN — — STANDARD DRAWING S1. 3. INSTALL 14' WIDE GRAVEL MAINTENANCE ACCESS ROAD — — — — — — — — — — EXISTING GROUND PER ISPWC SD-304 (TYPE 3). 2745 2745 CIVIL ACRONYMS O STA: — SEWER ALIGNMENT STATION z N N: — NORTHING E: — EASTING Z w L — LENGTH SEWER SERVICE < ILL INV — INVERT OF PIPE 2742 4 2742 RIM — MANHOLE RIM — O SSCO — SANITARY SEWER CLEANOUT SSMH — SANITARY SEWER MANHOLE PVC — REFERS TO SDR-35 CLASS PVC OR MERIDIAN > Q Z ro APPROVED EQUAL Q — w Z SEWER MANHOLE TO m Z 2 z BE 60" DIAMETER DUE 2739 TO SEWER MAIN DEPTH 2739 V Q Lu Q � 0 Q w oc w a 2736 I I 2736 w I � w � II ° Lu� Q 2733 2733 x V) w II Q 2730 I I 2730 0 a x II m N M 2727 I I 2727 Z 0 N II 2 LL a Z V 0 Q 2724 350.7' of 8" PVC @ 0.40% 2724 w E 42.9' of 8" PVC ® 0.42% Z 0 1 r ' 0 v Icni 2721 EXISTING SEWER MAIN. 2721 REFER TO MCBIRNEY E N G I N E E R I N G o LATERAL PHASE 2 PLANS 5725 NORTH DISCOVERY WAY O BOISE,IDAHO 83713 LL PHONE(208)639-6939 Q EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com W 2718 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2718 DESIGN BY: SRVJ a DRAWN BY: JAD0 0 � LO 00 00 o N V) � M 00 0' o C2 N N It rn co 0) 00 N rn 00 00 CHECKED BY: LCK A/ 00 M c0 00 (0 O) N CO M It 0 u (0 c0 � 00 00 00 00 00 00 O /� V u DATE: DECEMBER 2025 A ~ 04 r, r A z N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 PROJECT: 24-289 a SHEET NO. 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 C5.0 0 a Z N 2 SHEET NOTES SS\ONA o I SEE SHEET CS .O A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER pk�' N3 SEE SHEET C5 . 2 W W • F 0— NOTES. BLOCK 15 �, • �� N p B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 20593 0 a0 S om 10 ° � Q o v 60" EX SSMH #1 m � C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY - s 12/05/25 0 p 19 m 00 Lv z B STA: 2+42.87 K m OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE �'0 '4 P� 3 SSMH #7 W z w A STA: 3+06.14 m M F �0 B STA: 0+00.00 K: m J U � g ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 0 0 ' Glv O C STA: 6+39.24 Z g 40' MCBIRNEY w OFFSET: 0.00' > SD-507. R V j m D N: 686934.37, � � � ;OFFSET: 0.00' Z LATERAL EASEMENT 500 Yz w v E: 2458748.29 _ D. INSTALL STANDARD SERVICE MARKERS PER CITY OF N rn N: 687177.24, o ° Lu — — — — L,� MERIDIAN STANDARD DRAWING SW3. E: 2458749.54 — — — N � 90, - I "W— "W 8"W 8"W $"W 8"W W w= _ aaw a"W "W $' E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 0 0 1+00 +0 °j6 4 I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 8"-- a��s 8�S ssco — — - — � •— S `� S TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 00 SEWER LINE—B 00 o °° SEWER LINE—B I BASED ON STUB LOCATION. STATIONING TAKEN FROM U e� 62? Q z° °' °j� — — — — — CENTERLINE OF SEWER ALIGNMENT. I - - - - - - - - - - - — — � — ° w 3 ''' 1 8" SSCO #2 F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC z rn a Id Id— EX SSCO #1_Id Id Q z ° 3 °°� ° STA: 3+13.50 SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROMui ° 3 STA: 1+14.50 } w OOFFSET: 0.00' THE PROPERTY LINE TO SANITARY SEWER MAIN. o °o . OFFSET: 0.00' o w N: 686863.74, w N: 687062.74, 0 N E: 2458747.92 G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, a w E: 2458748.95 m ;0 B a CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP I° •I I II II 0 ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 18 c, `°I II II w SEWER, OR RECYCLED WATER MAIN EASEMENT. FL SEE SHEET C5 . 2 �I ^ SEE SHEET C5 .0 H. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER MANHOLE. I. ALL SEWER PIPE SHALL BE SDR-35 CLASS PVC OR CITY cn OF MERIDIAN APPROVED EQUAL. z ALIGNMENT " 6" PLAN AND PROFILE > � KEYNOTES ® Lu0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 0 UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 2754 v3: 2754 00 00 ^^^�- z 00 00 4u_ c .� © UTILITY MAIN/SERVICE CROSSING o 00 0) - t 00 co MAINTAIN VERTICAL AND HORIZONTAL z O 'n 0 N Ni 00 co 00 N POTABLE/NON-POTABLE MAIN/SERVICE OR o N N N r 14- It N N N qq- V) o SERVICE/SERVICE LINE SEPARATION PER CITY OF O M O N N 0 00 COr r i rfi Oco MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 _ + +a, z z p m o p m N N N N N r 2751 SHEET C1.1 FOR ADDITIONAL INFORMATION. 2751 ocO00 - - 0 p't0o0 N + +Go NN NO 0�HNzz z uvi +r > cnN,�rzzz p arm N N N ••N Z — vi O 1. REMOVE WATER-TIGHT PLUG AND CONNECT NEW 8" PIPE o - a�_ FINISHED GROUND w a a r > > > > TO EXISTING SEWER MANHOLE. CALCULATED INVERT AT co m 0 0_ 00 00 00 X H / H H N Z Z Z Z +r > w _ U)� — — — — N V)N Z_ NEW MANHOLE IS 2732.42'. CONTRACTOR TO FIELD 1 _ _ \ coo m Q Of 00 00 00 00 - VERIFY INVERT PRIOR TO CONSTRUCTION. IF I EXISTING GROUND 00 N N w 00 DISCREPANCIES OCCUR, CONTACT ENGINEER OF RECORD 2748 �� r \\ _ �/ \ 2748 FOR REDESIGN. 2. REMOVE SANITARY SEWER CLEAN OUT AND CONNECT TO EXISTING SEWER MAIN PER CITY OF MERIDIAN REQUIREMENTS. EXISTING INVERT CALCULATED AT 2723.94'. CONTRACTOR TO FIELD VERIFY INVERT PRIOR EXISTING 30" RCP TO CONSTRUCTION. IF DISCREPANCIES OCCUR, CONTRACT2745 MCBIRNEY LATERAL 2745 REDESIGN. OR TO CONTACT ENGINEER OF RECORD FOR PROTECT IN PLACE 3. RETAIN AND PROTECT EXISTING 16" STEEL CASING O 00 INSTALLED WITH THE MCBIRNEY LATERAL PROJECT, z (/) 4. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN z Z Lu STANDARD DRAWING S1. Q J 2742 2742 0 J 5. INSTALL 14' WIDE GRAVEL MAINTENANCE ACCESS ROAD � � � PER ISPWC SD-304 (TYPE 3). _ II I � _CIVIL ACRONYMS C) - W Z STA: - SEWER ALIGNMENT STATION m z z 2739 I I 2739 N: _ NORTHING LuE: EASTING Q \ Q L - LENGTH SEWER SERVICE INV - INVERT OF PIPE 0 O RIM - MANHOLE RIM SSCO - SANITARY SEWER CLEANOUT LLu = = ED SEWER MANHOLE TO SSMH - SANITARY SEWER MANHOLE Lu a BE 60" DIAMETER DUE I PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN C C Lu TO SEWER MAIN DEPTH 2736 APPROVED EQUAL II I w z II I o � J 2733 2733 w Q x V) II I w Q 2730 II I 2730 a II N II I 2727 I ���6�0 2727 Z II I 0 a Z ok - - -- I ro V 2724 112.0' of 8" PVC 0 0.41% 2724 ti — — 124.9' of 8" PVC @ 0.42% Z 1 Z 0 3 2721 2721 V 0 Icni E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY 0 BOISE,IDAHO 83713 UL EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639 6939 Q 2718 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2718 kmengllp.com W DESIGN BY: SRVJ > aO r V) O N N p N r ro rn 0) LO r r,� rn DRAWN BY: JAD 0 Z O> O 00 N 00 co 0 r- 00 O � a0 0 ai r ai 00 ai 00 0 C; r ao r r 0 r 0 r 0 '6 CHECKED BY: LCK u � It r r r r r r r r r r r r r r r r r r r r r F N N N N N N N N N N N N N N N N N N N N N DATE: DECEMBER 2025 A o PROJECT: 24-289 li a 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 SHEET NO. V 5. 1 7 a N 2 STA: 11+47.97 SHEET NOTES INV: 2735.00 s SS\pNAL £H L: 51.5' ° A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER F�' NS STA: 1 1+01.12 s NOTES. G- • 21 NV512536.30 19 a ° ° 10 STA: 5+ O 31.94` w OFFSET: 0.00' ° �� ! B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 20593 N: 687176.68, �'� ^ C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY sJ 12/05/25 0 STA: 10+55.12 O ° s 60" SSMH #7 /E: 2458856.84 V I �` OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE Q �T P� IV /, _ I INV: 2737.50 ° • C STA: 6+39.24 �° �i ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 0" F OF �� �/ ew °' L: 51.5' 15 14 0 ° •S B STA: 0+00.00 / SD-507. R,V JUN '�s 3 STA: 10+12.60 17 a • OFFSET: 0.00' 10, INV: 2738.70 BLOCK 21 • N: 687177.24, w ,^�`' �j / D. INSTALL STANDARD SERVICE MARKERS PER CITY OF (0) 8 w L: 51.5' 60" SSMH #8 ° ° °s, E: 2458749.54 $ 5 /� MERIDIAN STANDARD DRAWING SW3. J 8., s \ 16 STA: 7+91.21 'o ° S° ° V $w E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER S OFFSET: 0.00' 11 s VI 90. a� STA: 9+55.94 N: 687178.01, ° s ° /° 8 N S SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY s \ INV: 2740.20 E: 2458597.56 STA: 7+33.85 ° / G EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR (� INV: 2744.10 ° TO INSTALLATION. SERVICE LENGTH AND INVERT ARE J 8'1y L: 51.5' L: 45.5' s �" $ \N a \, BASED ON STUB LOCATION. STATIONING TAKEN FROM s ° 77 Se�FR 8 w 1 STA: 8+76.33 STA: 8+16.05 ° ° E p s ` CENTERLINE OF SEWER ALIGNMENT. ti 3 'c00 8,.�Nt � co ° INV: 2742.20 INV: 2743.50 /eve S a's 6kp S C L: 48.7' L: 48.0'#10 F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC ui SSMH ^ aiv / gW S SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM C' THE PROPERTY LINE TO SANITARY SEWER MAIN. o STA: 1 1+74.91 N s 8„ a„ a'W �\�1E �o / OFFSET: 8.17, 90. FROM MH #6 G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, ° N: 687398.17, 3 8» �, °°a ° 4 `•s v' a'� 5 �\ (�. a s INV: 2735.10 8„ F, ky80R� w ` 1- s s ° < $' C O ND INV: 2743.80 CARPROOTIONG BUSHES 0 BE WITHIN) PUBLIC WATER AEP NDE: 2458290.05 STA: 1 1+41.97 S ° S �(6 �� ° L: 44.5' 'DR. w m s E SEWER, OR RECYCLED WATER MAIN EASEMENT. L: 41.6' \ 0�00 \ N s s kpp \ � 3 8,S a w $ g STA: 10+88.60 s STA: 5+93.23 H. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE INV: 2736.60 a� av� vn 1 �� �,� INV: 2744.10 20 FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER \ 2 L: 44.5' MANHOLE. L: 38.5' a 8., a„W 8„ B,.W S 3 \ VIA °y S 159- $ _ I. ALL SEWER PIPE SHALL BE SDR-35 CLASS PVC OR CITY cn ° STA: 10+34.60 5 8"S 8"$ 8" 5 ° \\ N OF MERIDIAN APPROVED EQUAL. ZO INV: 2738.10 moo SEWER LINE-C 8+00 v' \ cp� _N L: 38.5' s° �h 19 > "S ,o s . STA: 6+90.24 \ O KEYNOTES # u STA: 9+80.60 s s INV: 2744.30 ° \ 0 3 5 �� INV: 2739.50 s °s L: 44.5' \ L: 38.5' \ O Go. O UTILITY MAIN/MAIN CROSSING 11 STA: 7+42.89 \ (� J . Pig ® STA: 9+26.93 INV: 2744.00 \ \.I MAINTAIN VERTICAL AND HORIZONTAL \` INV: 2740.90 L: 44.4' POTABLE/NON-POTABLE MAIN LINE SEPARATION Pi O SN PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER L: 37.4' FROM MH #8 18 \ STA: 8+87.14 STA 8+3388 INV 274360 NOTE 2 SHEET C1.1 FOR ADDITIONAL P� : . : . 12 60" SSMH #9 INV: 2742.10 INFORMATION. .s P/ 13 STA: 9+11.92 L: 40.6' INV: 2743.30 L: 39.1' BLOCK 15 OFFSET: 0.00' L: 43.4' ALIGNMENT " C" PLAN AND PROFILE SING N: 45848 .04 15 16 17 0 E: 2458485.04 14 O © MAINTAIN V UTILITY ERTICAL I AND HOCE RIZONTAL I POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 0 30 60 90 0 3 6 9 SHEET C1.1 FOR ADDITIONAL INFORMATION. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 2754 v _ 2754 � Cov�v Co o CIVIL ACRONYMS Co It w 00 � Co 00 oN � r- STA: - SEWER ALIGNMENT STATION z `n N `" O V) � co N N 'C-4 N: - NORTHING z Sri Sri 2751 00 00 N N o 644 0 � N E: - FASTING 0o N N N of o N °'�? �' N L - LENGTH SEWER SERVICE _ Z Z ++ c" N r7 Z Z o 2751 INV - INVERT OF PIPE M;� - - o (0 O 0o z z 0 07,+N z_ z z RIM - MANHOLE RIM cV +N > > > � > > > - - SSCO - SANITARY SEWER CLEANOUT 41 N M N Q N Z Z z Q N z z z o SSMH - SANITARY SEWER MANHOLE 00 `V � coo V)Of It 00 ao b N N _ N PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN z0 co m E 00 00 °° APPROVED EQUAL V) + > > O 2748 o�E Z Z 2748 7 w (0 Cnw00 00 z Q00 Co 0 _ _ - - - J LL 2745 0 o EXISTING GROUND - 2745 N � o zo _�Co p - W z (�� Zo cc Q n > > m Z G N Z Z Q� z 00 N O 00 00 Q W Q _32742 - - - 2742 Q FINISHED GROUND 3: U w L.IJ a 5 z Lu 2739 2739 z _ SEWER MANHOLE TO O W 0 V BE 60" DIAMETER DUE J SEWER MANHOLE TO TO SEWER MAIN DEPTH z W Q BE 60" DIAMETER DUE x () 2736 TO SEWER MAIN DEPTH 2736 W Q SEWER MANHOLE TO BE 60" DIAMETER DUE- as, 2733 TO SEWER MAIN DEPTH 2733 a x x N N M SEWER MANHOLE TO BE 60" DIAMETER DUE Z N 2730 TO SEWER MAIN DEPTH 2730 O Z o a V V N O N 102.3' of 8" ' 2727 PVC (02.54% 2727 (n 258.5' of 8" PVC ® 0.41% Z z p 115.7 of 8" PVC @ 0.43% (I 0 147.0' of 8" PVC ® 0.44% O w/ LL E N G I EERI G 2724 2724 O 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 LL U PHONE(208)639-6939 0 kmengllp.com EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT DESIGN BY: SRVJ W a FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2721 F 2721 DRAWN BY: JAD 0 0 CHECKED BY: LCK A/ F N o rn 00 � o N ao CD N °j o o � rn 00 N N `n 00 r n r � (° o 00 O 00 r- C° r 0) N 0) N cn ' DATE: DECEMBER 2025 (O � r7 m uJ M O M `n n Oa N � r- 00 0) 00 r- c0 ) J O °� O N N nN � U c° 0 °° a0 o °d 0 c0a0 � °� � °� °° °° N A Z o 00 PROJECT: 24-289 r r r r r r r r r r r r r r r r r r r r r r a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N SHEET NO. V C5.2 O a 11+90 11+70 11+40 11+10 10+80 10+50 10+20 9+90 9+60 9+30 9+00 8+70 8+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 Z N 2 SHEET NOTES SS\ON AL £H A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �F�' NS NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 20593 � BLOCK 22 � J Ct O C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY = L) 12/05/25 0 (v 4 3 2 3 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE �Q �4,- 6O O O O O1 O O ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC O� OF Gl�, SD-507. R V. �v�1 O7 1 SSCO #7 p O RIM:2738.76 Lu D. INSTALL STANDARD SERVICE MARKERS PER CITY OF INV:2734.10 4" PVC �_ MERIDIAN STANDARD DRAWING SW3. FROM MH #11 FROM MH #11 STA: 12+84.13 o STA: 14+24.13 STA: 14+74.13 E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER STA: 12+04.23 INV: 2733.50 INV: 2733.10 INV: 2732.30 INV: 2731.70 INV: 2731.70 FROM MH #13 INV: 2736.00 I 61 8' L: 53.9' I : 27 I e L: 51.5' L: 51.5' INV: 2731.80 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY I : 27 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR ORIMS27 0.5SCO 87 C SETA: S 3+59.13 L: 49.4' S BASEDTO ON STION. SERVICE UUB LOCATION.LENGTH AND STATION STATIONING TAKENT ARE FROM INV:2735.00 4" PVC D STA: 0+00.00 CENTERLINE OF SEWER ALIGNMENT. OFFSET: 0.00' FROM MH #14 • ui N: 687545.93, , • INV: 2732.00 F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC E: 2458382.36 in Y L: 48.8' SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM STA: 11+98.23 �• °O m 5Z N THE PROPERTY LINE TO SANITARY SEWER MAIN. o INV: 2737.00 5 -- . co N Cn y L: 47.3' ' �- wv c' \ G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, �=w 16o e a"w s"w 8'v w a"w s"w "w s"w w CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP OSSCC #6 �-� 51' e E. LOFT DR. O ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND RIM:2740.54 w • b ' �' is"sD ie"sD �� 1`y w SEWER, OR RECYCLED WATER MAIN EASEMENT. INV:2735.00 4" PVC O RIMS27 8.SCO 80 ��s6c 's b 13+00 r4i� 15+0 �\ STA: 15+83.24 s "S R"s 8"S 8"S s 8"S 8"S 8" 8'w H. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE INV:2734.10 4" PVC SEWER LINE-C �� 8SO 'p9 L:V512532.30 FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER x0 *1 9 d 0 MANHOLE. �� o s BLOCK 15 �; 48" SSMH #11nu N7 I I I. ALL SEWER PIPE SHALL BE SDR-35 CLASS PVC OR CITY cn • +4 STA: 12+18.33 .' 48" SSMH #13- O $%OFFSET: 0.00' A 3 OF MERIDIAN APPROVED EQUAL. Z 48" SSMH 10 N. 687441.53, O m 0• STA: 15+02.22 # 22 A � : OFFSET: 0.00' N STA: 1 1+74.91 h E: 2458287.88 5 ui Pi N: 687652.02, e• W �_ OFFSET: 0.00' r E: 2458478.37 48" SSMH #14 s STA: 732.8 24 KEYNOTES ® ac N: 687398.17, 21 m BLOCK 21 i STA: 15+33.93 INV: 2732.80 E: 2458290.05 I OFFSET: 0.00' ° L: 51.5' O17' _u p N: 687665.50, . O UTILITY MAIN/MAIN CROSSING 9 - O E: 2458507.08 / MAINTAIN VERTICAL AND HORIZONTAL 1 / POTABLE/NON-POTABLE MAIN LINE SEPARATION SEE SHEET C5 .4 23 I o \ g / PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER S O / / NOTE 2 SHEET C1.1 FOR ADDITIONAL MATCH LINE - N _ , �� FROM MH #15 INFORMATION. 30 F,p // E E `�� `�3y INV: 2733.30 // Q UTILITY MAIN/SERVICE CROSSING SEE SHEET C5 . F` 8, / MAINTAIN VERTICAL AND HORIZONTAL \C) s / / POTABLE/NON-POTABLE MAIN/SERVICE OR / SERVICE/SERVICE LINE SEPARATION PER CITY OF z S MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 / 48" SSMH #15� �6 // SHEET C1.1 FOR ADDITIONAL INFORMATION. STA: 16+64.50 x A / OFFSET: 0.00' _ N: 687666.73, F I� E: 2458637.64 e R�I p 1. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC o i \` _J• ( \ 'ojQ \� STANDARD DRAWING SD-506A. I ,p ALIGNMENT " C" PLAN AND PROFILE CIVILACRONYMS STA: - SEWER ALIGNMENT STATION N: - NORTHING E: - EASTING 0 30 60 90 0 3 6 9 L - LENGTH SEWER SERVICE INV - INVERT OF PIPE I� Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' RIM - MANHOLE RIM SSCO - SANITARY SEWER CLEANOUT O SSMH - SANITARY SEWER MANHOLE PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN z 2745 w 2745 APPROVED EQUAL z a z J � N z �- - �-: JILL °° O O ao 0 .-.� z v o co z 3 z " _ 3 N > 2742 000 N M M O N N Z v °° "' 00 2742 W z + CA to O I� I� I� N 00 Co � ro 0 O O r W Q ��I� > > �M NNN N a000 0 nO 00 ��C14N z G z �NZ Z MLo (V N (V 00 0? 0O � 00 N SON 00_- - =�OZZZ 0 to 00 00 r- M c0D) N �O) r- � N � Z O ' ^ Q W Q 't(n 0_ 00 00 00 - - - O N I, �/) > +P7 N aj 0 00 00 r N N N N �"") N N (n +M Q \ ZZZ Z �L00 P, r, N N00NN H �McoZ Z 0 ��NZ Z O \ Qom. =M +CNN =0 zz O U)u)I, » > OOHS: 2739 / °�°c�n���oo ao ��0(C; O U) > -��NZZ Z 00 � � 2739 W U) C14 ZZ > N�N z z z �V)Of 00 00 W _ NZZ Z °�°C-)0 w 00 00 00 EXISTING GROUND N 00 °° _ W W 2736 - - - - - - - - - - - - 2736 0 Q FINISHED GROUND z wx () W a- 2733 2733 Q 0 N 0 00 N a N 3: 3: 3: 3: 2730 X 2730 °0 I N 126.6' of 8" PVC ® 0.63% I Z 139.1' of 8" PVC ® 0.43% 0 Z I 136.8' of 8" PVC C�? 0.44% O 2727 2727 V NLj 27.7' of 8" PVC ® 0.72% \\-39.4' of 8" w PVC @0.51% 2724 2724 Z 0 0 V a E N G I N E E R I N G o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY O 2721 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2721 BOISE,IDAHO 83713 LL U PHONE(208)639-6939 0 kmengllp.com v O O � 0 O M co N O N N 0 It O O 00 It r N c0 O Lq O LO N r M 00 N O O O Lu N co r co I� to N M 0 co rn N DESIGN BY: SRVJ ' O O of 00 r r cD cC) c0 cfl c0 c0 c0 c0 I� � a0 r n co cD c6 (O c6 '6 c0 c0 '6 '6 6 r M M M M M M M M n n n M M n n n n n M n M n M M M M M 0 r r r r r r r r r- r r r P r r, r r- r P_ r r, r r r r Cq DRAWN BY: JAD 0 a 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 Ii g N CHECKED BY: LCK DATE: DECEMBER 2025 0 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 PROJECT: 24-289 a Q a SHEET NO. V C5.37 a N 2 SHEET NOTES SS\ON AL £H A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �F�' NS NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 20593 � SEE SHEET C5 . 5 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY s= 12/05/25 0 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE BLOCK 22 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC O F OF ' 29 SD-507. R V JUNG s° co Oin s BLOCK 21 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF 2 S m FROM MH #16 MERIDIAN STANDARD DRAWING SW3. 23 24 25 26 27 9INV: 2739.80 E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 3 L: 52.6' SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY a. aO s EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR r ° TO INSTALLATION. SERVICE LENGTH AND INVERT ARE w m BASED ON STUB LOCATION. STATIONING TAKEN FROM if STA: 0+55.57 STA: 2+67.73 CENTERLINE OF SEWER ALIGNMENT. STA: 0+95.50 STA: 1+37.51 STA: 1+75.50 STA: 2+15.50 ' INV: 2738.40 s° INV: 2732.60 INV: 2733.70 INV: 2734.80 INV: 2735.80 INV: 2736.90 �j ° , L: 20.3' L: 20.0' L: 20.0' L: 20.0' L: 20.0' L: 21.1' • e� F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC W co s° SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM s° 48" SSMH #12 0 a / THE PROPERTY LINE TO SANITARY SEWER MAIN. o D STA: 0+00.00 _U) co s C STA: 13+59.13 9 11� s e e` G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES , TREES, OR DEEP OFFSET: 5.93, °' S ROOTING BUSHES TO BE WITHIN) PUBLIC WATER AND N: 687545.93, _77- E: 2458382.36 0 00 �" s y e Ds 3+00 P\ SEWER, OR RECYCLED WATER MAIN EASEMENT. 12"SD 12"SD 12"SD 12"SD ° SEWER LINE. s 5 s s° 12 s ° SEWER LINE-D H. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE a� s 's ° ALLEY "A" (PRIVATE) s 's s FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER E. DOME DR. s ® ° MANHOLE. PI PI PI PI I PI ° PI PI-PI PI PI PI 48" SSMH #16 3 C 00 STA: 3+03.98 I. ALL SEWER PIPE SHALL BE SDR-35 CLASS PVC OR CITY cn 00 OFFSET: 0.00' OF MERIDIAN APPROVED EQUAL. z s N: 687341.96, O s ° e R E: 2458607.75 c_n C/) > W ° m KEYNOTES PI PI PI - mR ZJ BLOCK 15 0 00 r m 15 O UTILITY MAIN/MAIN CROSSING o n 22 21 20 19 18 17 16 MAINTAIN VERTICAL AND HORIZONTAL .0,L) ui POTABLE/NON-POTABLE MAIN LINE SEPARATION OPER CITY OF MERIDIAN REQUIREMENTS. SEE WATER SEE SHEET C5 . 3 NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. © UTILITY MAIN/SERVICE CROSSING oz MAINTAIN VERTICAL AND HORIZONTAL ALIGNMENT " D" PLAN AND PROFILE POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CIVIL ACRONYMS STA: - SEWER ALIGNMENT STATION w Z N: - NORTHING E: - EASTING 2748 00 2748 L - LENGTH SEWER SERVICE O INV - INVERT OF PIPE r7 CO RIM - MANHOLE RIM ,� SSCO - SANITARY SEWER CLEANOUT r7 N SSMH - SANITARY SEWER MANHOLE ZUZ 00 N ? PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN Mo"i z p APPROVED EQUAL 2745 N 12 N Z Z 2745 z 00 g - z �U)O 00 z z W ww� O Q LL 00 FINISHED GROUND 2742 S o � 2742 > co 00 Cq = + + NN . a � ZZo z z > > N Z Z Z 2739 too N N t = 2 - - - - - 2739 - a 'tOUOf0000 00 - � � ,�^ 0 O / Lu 2736 EXISTING GROUND 2736 2 Or_ w O z LuQ x V) 2733 2733 Lu 30O 0 of 2730 2730 a X N >M N O 2727 2727 Z Q V V N EXISTING GROU D CENTERLINE OF SEWER PIPE ALIGNMENT 2724 FINISH GROU D CENTERLINE OF SEWER PIPE ALIGNMENT 2724 ~ U) z z O � (MD r7 M R 00 00 r7 (D (D N M O n OJ r0' 3 �'`� c0 r7 cD r7 n r7 r7 00 00 i„� ; � O V � N M r7 M V r7 r7 r7 r7 r7 r7 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 lam E N G I N E E R I N G 0 0 5725 NORTH DISCOVERY WAY 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 BOISE,IDAHO 83713 LL U PHONE(208)639-6939 Q kmengllp.com W DESIGN BY: SRVJ > a DRAWN BY: JAD 0 g CHECKED BY: LCK ~ DATE: DECEMBER 2025 a G a o PROJECT: 24-289 a SHEET NO. H V 5.4 7 a N 2 48" SSMH #3 29 25 SHEET NOTES 11 TONAL £ STA: 0+65.18 �, N i 33 OFFSET: 0.00' BLOCK 15 60" SSMH #5 24 STA: 5+13.89 22 A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER o� NS ti N: 687631.30, 48" SSMH #4 NOTES. 35 STA: 2+79.06 STA: 4+91.06 INV: 2743.50 SSCO #3 O E: 2458881.88 31 30 OFFSET: 0.00' 28 27 26 OFFSET: 0.00' L: 72.8' B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 20593 STA: 0+33.20 RIM:2739.07 1 N: 687417.42, N: 687205.44, cn INV: 2735.10 INV:2734.00 4" PVC 32 E: 2458883.89 E: 2458885.88 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY s�12/05/25�o Gv L: 51.8' OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE '0 9T� 0 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC O� OF FROM MH #3 STA: 0+99.12 STA: 1+50.86 STA: 2+05.12 STA: 2+50.86 STA: 3+00.86 STA: 3+50.86 STA: 4+00.86 STA: 4+48.99 3 SD-507. R•V SUN INV: 2734.20 INV: 2734.90 INV: 2736.10 INV: 2737.30 INV: 2738.30 INV: 2739.50 INV: 2740.60 INV: 2741.80 INV: 2742.80 FROM MH #5 I�-� co ° SSCO #4 1 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF L: 47.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' INV: 2743.40 ' / RIM:2748.45 MERIDIAN STANDARD DRAWING SW3. � L: 41.3' ° ! INV:2743.50 4" PVC E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER STA: 0+27.02 ` �0 34 1 / ° ° ° / SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY INV: 2734.00 \� °` / ' STA: 5+19.90 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR L: 80.6' ,° a, ti ° ° ° °° INV: 2743.70 O TO INSTALLATION. SERVICE LENGTH AND INVERT ARE y ° /� c� L: 75.0' 21 BASED ON STUB LOCATION. STATIONING TAKEN FROM k� / ° Ca Cn CD Cn � y Cn 3 N CENTERLINE OF SEWER ALIGNMENT. p ° 3 ° ° 5 F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC ui s'w s"w a"w=4'w a w a" s"w 3 a"w s"w s"w s"w s" s"w s" w s"w s' S SD-51 1 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM S ~ / 705• 1 00 2 00 3+ 0 4+ 0 0` 60" SSMH #6 THE PROPERTY LINE TO SANITARY SEWER MAIN. o N , ° ° ° STA: 5+31.94 y 8"S 'S 8"S 8"S 8"S 8"S 8" 8"S 8"S "S 8"S 8" IV o OFFSET: 0.00' G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, os"aI S. TRANSCEND AVE. 71,8077 � �34/ XOO N: 687176.68, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP FROM MH #2 S' E: 2458856.84 ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCLED WATER MAIN EASEMENT. INV: 2733.90 e 3 3 � � 3 � H. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE L: 49.5' g �ti N N N N N y N y ` FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER 37 ti ° ° �° ° -� N FROM MH #6 MANHOLE. INV: 2743.80 20 s 100 0 �� a L: 44.5' 1. ALL SEWER PIPE SHALL BE SDR-35 CLASS PVC OR CITY Ln z OF MERIDIAN APPROVED EQUAL. ti 00 3 O STA: 0+85.12 STA: 1+31.12 INV: 2734.60 INV: 2735.60 STA: 1+77.12 STA: 2+29.41 STA: 2+69.12 STA: 3+15.12 STA: 3+61.12 STA: 4+07.12 STA: 4+54.99 11 00 ui ui I : 27 INV: 2736.70 INV: 2737.80 INV: 2738.80 INV: 2739.80 INV: 2740.80 INV: 2741.90 INV: 2743.00 KEYNOTES ® Lu ac L: 44.5' L: 44.5' L. 44.5' L: 44.5' L: 44.5' L: 44.5' L: 44.5' L: 44.5' M - y 48" SSMH #2 STA: T: 0.0 0 O UTILITY MAIN MAIN CROSSING FROM MH #2 u_ OFFSET: 0.00' O O O O O O 10 19 / O N: 687674.06, BLOCK 21 MATCH LINE - MAINTAIN VERTICAL AND HORIZONTAL 38 L:V55.033.70 J N E: 2458832.68 O O3 POTABLE/NON-POTABLE MAIN LINE SEPARATION LL' i I II SEE SHEET C5 . 2 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL ALIGNMENT " C" PLAN AND PROFILE INFORMATION. CROSSING 0 30 60 90 0 3 6 9 © MAIINTAIN VIERTICALICE AND HORIZONTAL O z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 2754 2754 SHEET C1.1 FOR ADDITIONAL INFORMATION. z w v 1. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC _ 00 °p STANDARD DRAWING SD-506A. 00 O o � NO N� 00 I-N CD� NN 2751 CIVIL ACRONYMS .. 03 N N 2 M Z Z z ? z o r7 06 - - O STA: - SEWER ALIGNMENT STATION rn N N: - NORTHING 00 +cri z_ z_ z N ��`� z z z E: - FASTING o o CD U)� Co Co L - LENGTH SEWER SERVICE �n 00 C° 00 °° INV - INVERT OF PIPE 2748 2748 RIM - MANHOLE RIM 0 o r N SSCO - SANITARY SEWER CLEANOUT O 0 o N D SSMH - SANITARY SEWER MANHOLE _ M Z o PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN z ui w 3.. ) W +N Z z APPROVED EQUAL Z W ZZ _ z Q 00 - J 00 � �cn�ao Co _ - - - - - O J � 2745 M to � Co n - 2745 - � N N O) Lq Co 0) OO C" 0) O N � � \ N o N N ? 0e,, N N (N FINISHED GROUND Lu M006ZZ O =�� ZZ p 9" 00 Z z N O N Z Z Z O N Z Z Z / 2742 cogs: 00 _am: _ 2742�V,Q 't 00 'tcoF00� 00 � Q w Q 0 OLu 2739 - �� 2739 = Lu z - - - _ SEWER MANHOLE TO BE 60" DIAMETER DUE W Z O TO SEWER MAIN DEPTH O EXISTING GROUND z �Lu Q 2736 2736 X V) W N /1 Q 2733 2733 0 a a X N M 2730 Z 2730 61.2' of 8" PVC ® 0.65% 0 LL 209.9' of 8" PVC Q 0.43% Z o Z 207.5' of 8" PVC 0.43% Q ' LL Lj 2727 2727 H U) z Z 3 35.9' of 8" PVC ® 0.56% O 2724 2724 I a E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY O BOISE,IDAHO 83713 UL PHONE(208)639-6939 Q EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com N FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT W 2721 2721 DESIGN BY: SRVJ DRAWN BY: JAD O a z Or LO O 00 o 0 co � O n N N o 00 O + � Lq r Co N N O Lf) 0) 0). 0) � O N 00 00 00 00 c6 O O 00 CHECKED BY: LCK N N � 00 0 � 06 � 06 It It li r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r DATE: DECEMBER 2025 ^ z N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N �+ O PROJECT: 24-289 a SHEET NO. 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 C5.5 O a Z N 2 N Ell REMOVE EXISTING FIRE HYDRANT AND INSTALL U$ I NAL f6 LF 6" C-900 WATER I oq ASS\0 £H i MAIN. MOVE FIRE NS HYDRANT OUTSIDE OF NEW LOCUST GROVE IMPROVEMENTS ° 20593 j I U \LOCUST GROVE un 12/05/25 0� \ \ I I PRESCRIPTIVE ROW. Q 9TF 0 \ 20 CITY ITY O MERIDIAN_ T. 1 - 2" BLOW-OFF ASSEMBLY FOR I i N U o I O� OF UTILITY EASEMENT. V. J vN /�' FUTURE WATER MAIN EXTENSION 4 \ \ N: 687928.30, E: 2458803.19 O I I I N 0 FUTURE APEXI �i NORTHWEST - - - - - - 40 LF 1-12" TEE - - - - I I o - - - 7F SUBDIVISION 12" PVC r 1-12" X 8" REDUCER CONNECT TO EXISTING WATER MAIN-- o 1-12" GATE VALVE 1-12" CROSS .IT N \ I 1-8" GATE VALVE 2-12" GATE VALVE W r - - - m m 1-8" 45° ELBOW 3 N: 687889.30, m 70 N: 687889.06, I I E: 2458803.56 3 N: 687892.13, E: 2459104.03 N $ I z o \ E: 2458777.37 I I 30 LF z 12" PVC LL' I U W 12"W 12"W i 2.,W 12"W 12"W o I N �/ 150 LF 150 LF I �U r 12"sD 12"sD 12-SD 12"sD 12"sD 12"f 12"sD 85 PVC LF 12" PVC S. APEX WAY 12" PVC I 7 W I 1-8" 45° ELBOW \-55 LF 1-FIRE HYDRANT ASSEMBLY � N: 687850.45, 8" PVC 1-12" TEE 1 - 2" BLOW-OFF ASSEMBLY FOR /7777- E: 2458739.48 FUTURE WATER MAIN EXTENSION 1-12" X 6" REDUCER 4 N: 687892.44, E: 2459136.43 ® 1-6" GATE VALVE N 8 LF 6" PVC I I _O - -- � - _ - - - N: 687890.72, E: 2458953.63 a WI ,�, L6 W PI d PI PI PI T P1 p T PI- -pi I o 1-PI I 2 I ® I I / PI I vi I BLOCK 15 3 I N ��sp Q 135 LF I I o FUTURE APEX &/ BLOCK 22 I 8" PVC I 38 I I NORTHWEST / 0 SUBDIVISION / / 5 \ \ O I11 1-FIRE (HYDRANT ASSEMBLY I o / O 1-8" TEE 37 36 I I 1-8 N? .5* ELBOW I 1-8" X 6" REDUCER 35 1-8" 45° ELBOW / \ I 1 6" GATE VALVE N: 687685.75, 3 E: 2458515.70 8 LF 6" PVC N n E: 2458851.39 I � � I _ _ R N: 687713.31, E: 2458740.77 - - 110 LF 865P LF VC g 8" PVC- � 6 I 30 LF � 6 � -O I I T u Q 8" PVC 3 8'.'- PVC � ­3> a 6 - s/ s�'' 34j I o I 8 g" s„W $„W i $,.W `' % O I w I 1-8" 22.5° ELBOW I > N: 687655.54, s II s 8 O a l E: 2458458.62 E. LOFT DR. is"sD is"sD 12"sD 6 I N $ s a"s "s a"s a"s s �- 1-8" 45° ELBOW t7 a1 N: 687645.17, I I 1-8" TEE s E: 2458892.75 \ s 3-8" GATE VALVE I I u I I / //v N: 687684.71, 1- I O 1 // 90 LF s 1 E: 2458741.04 s. i 1 s 33 I N NLJ 8" PVC \� \\ I I s 6 I . p'�so O 0 N „ '2' \ I I_ 60 LF I I O / J '�F 2 \\ I\ I 2 Ia 8" PVC I i z (/) \O,p 6 6 0 $ \\� I l a \ S 0 00 I NI I z z s \\ I I sn 6 N 1 W I W I z CT e` - N 3 ��o \\� I I� - s 32 I I O Q 1 FIRE HYDRANT ASSEMBLY - 1-8" TEE �'� 1 \\ BLOCK 21 I I °? 175 LF ® i I coin 1 8" GATE VALVE \ 8" PVC I - Q Z \ Q` - / w w 1 8" X 6" REDUCER o I I_ - I I - L L, z 1- 2" BLOW-OFF ASSEMBLY FOR 1-6" GATE VALVE\,2 h �� \ 0 I I� \ s > I I m C W FUTURE WATER MAIN EXTENSION 8 LF 6" PVC c O G N: 687520.24, E: 2458007.22 4 Q` 3 N: 687587.00, E: 2458396.59 so 23 I I o � I I I Q L u W - _ I V) - J 150 LF \°� s / - - - J� N s 31 w + I Q O O Q` 8" PVC o / z 6 DC \ 1-8" 45° ELBOW' e` LOCK 15 4 �s `s'F`� a O s cri N w I C S O\ I 2 - w �s p9 6 0,\ N: 285 4.39, 1 I � E: 48046.84 r� O 7 \ 1-8" 45° ELBOW25 30 a I Q N: 687477.08, \\� A/ 2 W as N E: 2458297.12 O 55 LF 1 s 1-FIRE HYDRANT ASSEMBLY w I 8" PVC Q` \ �� 1-8" TEE � I z Q \ 30 LF \ s \ 4 ss 26 5 1-8" X 6" REDUCER 22 \ 8" PVC O a O s co 1-6" GATE VALVE - A r� A� \ N N: 687468 08, E: 2458894.41 00 8 LF 6" PVCI W \ 65 LF �/eLu 3 \\ �a s s 00 8" PVC s I ( N I Q \ g 6 s °i 27 s 29 I a I a 39 aw, / REMOVE N BLOWOE ASSEMBLY s LINE - /// \ AND CONNECT TO EXISTING 9of \ 8" GATE VALVE. _ r, a0 , 4 - sy MATCH CIVI L ACRONYMS N // \\ INSTALL 8" 45° ELBOW \�� _ V A� s 28 N: - NORTHING \�/� \N: 687455.45, E: 2458048.26 l�\ • Ra\ \ s �, \ SEE SHEET C6. 1 E: - FASTING PVC: - REFERS TO C-900 CLASS WATER PIPE OR CITY 5 `�v A� OR MERIDIAN APPROVED EQUAL 12 a, Z I ` KEYNOTES SHEET NOTES O o c \ `/v \ O IEEEEE = a Z \ \ 2 1. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE AND NON-POTABLE A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. V c \ A/ P (^ MAINS. a; \ 1-8" 45° ELBOW J B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL s _ UTILITY MAIN MAIN CROSSING 2. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE WATER MAINS AND o �Q \ 8 45* ELBOW V / AREAS WHERE UNBALANCED FORCES MAY EXIST PER CITY �G MAINTAIN VERTICAL AND HORIZONTAL OF MERIDIAN REQUIREMENTS. IEEEEE E: 2458300.38 `/ SEEPAGE BEDS. A/1 p POTABLE/NON-POTABLE MAIN LINE SEPARATION w \ �\`'����`' \ PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 3. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWINGS W8 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN V) Z Toq Q�v�' \ NOTE 2 SHEET C1.1 FOR ADDITIONAL AND W9. STANDARD DRAWING SW3. Z 0 c \ A, INFORMATION. APEX NORTHWEST \ \ \ 4. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF 0 3 \ COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' Q SUBDIVISION No. 5 \ o c \\ o, UTILITY MAIN/SERVICE CROSSING DRAWINGS DETAIL W12. OF COVER. �.SOp MAINTAIN VERTICAL AND HORIZONTAL 5. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" METER AND 3/4" LL 3 \ © POTABLE NON-POTABLE MAIN SERVICE OR E. INSTALL WATER VALVE BOX AND LID PER CITY OF E N G I N E E R I N G 0 / / METER SETTERS PER CITY OF MERIDIAN STANDARD DRAWINGS W1, W2, AND SERVICE/SERVICE LINE SEPARATION PER CITY OF Wg MERIDIAN STANDARD DRAWING W1 1. 5725 NORTH DISCOVERY WAY MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 BOISE,IDAHO 83713 LL SHEET C1.1 FOR ADDITIONAL INFORMATION. 6. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" METER AND 3/4" F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, PHONE(208)639-6939 0 METER SETTERS PER CITY OF MERIDIAN STANDARD DRAWINGS W1, W3, AND CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP kmengllp.com W6 ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND W SEWER, OR RECYCLED WATER MAIN EASEMENT. DESIGN BY: SRVJ ' 7. INSTALL 14' WIDE GRAVEL MAINTENANCE ACCESS ROAD PER ISPWC SD-304 G. CONTRACTOR SHALL NOT EXCEED MANUFACTURER DRAWN BY: JAD O o (TYPE 3). RECOMMENDATIONS OF VERTICAL AND HORIZONTAL CHECKED BY: LCK U 8. WATER METERS FOR ALLEY AND COMMON DRIVE LOTS SHALL BE LABELED DEFLECTION ANGLES WHEN INSTALLING WATER PIPE. a WITH LOT AND BLOCK NUMBERS CLEARLY STATED ON METER LID. DATE: DECEMBER 2025 WATER IMPROVEMENTS PLAN H. ALL WATER VALVES AND LIDS SHALL BE INSTALLED PER PROJECT: 24-2890. MERIDIAN W11. 0 40 80 120 SHEET NO. IEEEEE Plan Scale: 1" =40' C6.0 7 a N 2 MATCH LINE - SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. c,S\ONAL £H N S %y A es SEE SHEET C6.0 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL AREAS WHERE UNBALANCED FORCES MAY EXIST PER CITY OF MERIDIAN REQUIREMENTS. 20593 / 4 ilf ss 26 I I I I I C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN t j,12/05/25 o 22 Gv O a s N w w I I STANDARD DRAWING SW3. w 2 O OF D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF R V U�1G 21 s I I N I COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4 s 29 ® o I I 1 OF COVER. 1-8" 45° ELBOW 0 1-FIRE HYDRANT ASSEMBLY \�I I a a V N: 68741 1.74, \ 8s S 1-8" TEE �1 W W I E. INSTALL WATER VALVE BOX AND LID PER CITY OF Q. I MERIDIAN STANDARD DRAWING W11. 1-6" GATE VALVE- E: 2458300.38 , O s 1-8" X 6" REDUCER 1 I 8 LF 6" PVC 1 N I F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, o� s 28 N: 687468.08, E: 2458894.41 �I w w 1 CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP <; I I I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND \0 s 235 LF I I I SEWER, OR RECYCLED WATER MAIN EASEMENT. 5 12Lu 19 a 8" PVC 28 I N I G. CONTRACTOR SHALL NOT EXCEED MANUFACTURER O O RECOMMENDATIONS OF VERTICAL AND HORIZONTAL s 29 > W w DEFLECTION ANGLES WHEN INSTALLING WATER PIPE. o CIO o 14 LF BLO 21 �s O s BLOCK 15 I ' as " PVC \ z I H. ALL WATER VALVES AND LIDS SHALL BE INSTALLED PER v N I I MERIDIAN W1 1. G 183 A 'IS' s } z I w 1 1 KEYNOTES �/ 5 Ilk s II vi C1 O I I UTILITY MAIN/MAIN CROSSING Pi 4 MAINTAIN VERTICAL AND HORIZONTAL eso'p�0 B 5 Pi 11 4 O8 s 01 5 I W I O POTABLE/NON-POTABLE MAIN LINE SEPARATION 5.f� PI PI �} I ` 'I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER N NOTE 2 SHEET C1.1 FOR ADDITIONAL z INFORMATION. O 1-FIRE HYDRANT SEMBLY 1 4 w I UTILITY MAIN/SERVICE CROSSING j W 1- " TEE 4 s 26 I LL, I N ' I MAINTAIN VERTICAL AND HORIZONTAL L 1-8" 6" RED ER a 135 LF 16 O s > © POTABLE/NON-POTABLE MAIN/SERVICE OR -6" GATE VAL 8�y 8" PVC O a 9 1 o I SERVICE/SERVICE LINE SEPARATION PER CITY OF 00 Cl) 00 1 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 C7 8 LF 6" PVC `° SHEET C1.1 FOR ADDITIONAL INFORMATION. \ N: 6873 .96, E: 2458407.33 as 15 I wN 1 \ 5 14 13 1 I 3 A 1 I p I 0 I 1. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE \ 8•, 1-8" 22.5° ELBOW J I AND NON-POTABLE MAINS. \ 5 N: 687225.14, 1-8" 22.5' ELBOW s I N I 1 E: 2458506.58 25 I 2. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD 11 N: 6 189.01, \ E: 2 58599.65 10 s : i DRAWINGS W8 AND W9. \ a� 100 LF 60 LF 1-8" 45° ELBOW 8" PVC 5 160 LF 8" PVC 00 N: 687231.56, I I 3. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN o s 8" PVC E: 2458896.64 I STANDARD DRAWINGS DETAIL W12. z al c A a's 81 W 11 90 LF 4 I I 4. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" 12 2 8 VCD Am I METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN 5 O aS\ 1 s 5 1 N W I STANDARD DRAWINGS W1, W2, AND W6. \� 8„ � 38E 5 24 1 a 5. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" 4 8'W 8'W 8"W 8' 8 1 METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN BLOCK 15 e I I STANDARD DRAWINGS W1, W3, AND W6. A, s s"s s" 8"s s"s s s"s�s"s "s �\ d 1 3 �� N 6. RELOCATE EXISTING FIRE HYDRANT ASSEMBLY TO BE it E. SKYBORN DR. OUTSIDE CURRENT AND FUTURE LOCUST GROVE 23 I 1 A IMPROVEMENTS. INSTALL BLIND FLANGE ON EXISTING GATE 5 V) ` a 1 VALVE AND ABANDON IN PLACE. RESUSE EXISTING FIRE ° c IQ/ HYDRANT ASSEMBLY IF POSSIBLE. 30 N I A 7. INSTALL 14' WIDE GRAVEL MAINTENANCE ACCESS ROAD PER ISPWC SD-304 (TYPE 3). 3 �/tip A 14 �- o� \ \ ' 1- IRE HYDRANT ASSEM LY 1 1-8" 45° ELBOW 1 8. WATER METERS FOR ALLEY AND COMMON DRIVE LOTS C �� 1-8" CROSS 1 135 LF N: 687187.71, I SHALL BE LABELED WITH LOT AND BLOCK NUMBERS 1-8" x 6" REDUCER I 8" PVC E: 2458852.33 I 1 CLEARLY STATED ON METER LID. O 30, 1-6" GATE VALVE a o, // 2-8" GATE VALVES I O 20 21 22 I I I z 8 LF 6" C 12 N 19 O O 1 CIVIL ACRONYMS z z N: 68 188.18, E: 2458760.60 IO I I N: - NORTHING Q \3 Q _ p J z °c, // \\� a I REMOVE 2" ELOWOFF ASSEMBLY a I 1 E: - EASTING Q AND CONNEC TO EXISTING WATER PVC: - REFERS TO C-900 CLASS WATER PIPE OR CITY V) i � c \ MAIN AT GAT VALVE OR MERIDIAN APPROVED EQUAL \ a- \ I N: 687051.E , E: 2458759.89 N z 30�, 30 FT CITY C F MERIDIAN LOCUST GROVE I a i I I PRESCRIPTIVE ROW w WATER/SEWE EASEMENT Z \ \ P I II i - - m W PI PI PI PI�PI PI�PI �PI PI�PI PI PI PI PI�PI PI�PI R - - - - C -�' D w w J Z J z III 1-FIRE HYDRANT ASSEMBLY O I O 0 I I I I McBIRNEY LATERAL � p[ \ m � - - - - - - - - - - 1 I 1-8" TEE W iR 30"GI 30"Glc I�30"GI 3A"GI 30 GI-V Lou w3'GI 30'GI iR 30"GI 30"GI 30"GI GI 30"GI - 0"GI 30"GI 30"GI 30"GI 30"GI iR w ~N I -� 1 1-8" X 6" REDUCER 0"GI 30^ri I ( I L \ g 1 11 1 6" GATE VALVE CONNECT TO ISTING WATER MAIN °»G OP 30"GI ,R _ -16"PI 16"PI 16'•PI 16"PI p 16"PI 16"PI G' \ � I I S EXISTING HYDRANT ` 11 I I 8 LF 6" PVC 1-12" CROSS I G R w �R R w ''^FQ'16 6� R/w R/w R/w R/w R w -12" X 8" REDUCER I I 1-8" 45' ELBOW � / 1 - 2" BLOW-OFF ASSEMBLY FOR = - W ® 2 2-8" GATE VALVE N: 6869116.1 FUTURE WATER MAIN EXTENSION - c �E: 24591 16.13 a N: 686964.87, E: 2459113.12 I N: 686961.85, E: 2459150.10 L u Q Ln op O � ...:.: :.. G 8.1W 8.1W i N i $„W B.,W 8"W $.. 8"W 9 _OP w a"w a"w a"w s"w s"w s� s"w s s"�a� a'w s"w CONNECT TO EXISTING 8" GATE VALVE (EAST) c 5 LF CAECT TO EXISTING 8" GATE VALVE (SOUTH) 10 LF 84 PVC I 30 LF1 X APEX NORTHWEST N: 686966.68, E: 2458759.45 8" PVC 5 LF 1 8" PV v o� W E. CRESCENDO ST. F SUBDIVISION No. 2 o, i8" PVC 1 7 I m K N K m _ s"s s"s "s s s"s s"s "s a"s s"s s"s s a"s a"s s"s a"s s"s s"s s"s s"s s"s a s a^s a^s 105 LF 1 rr1 Q I o - J D ° 8" PVC I 1- - z o -__- __- � �_- - - - - - - _ _ I COMMUNICATIONS LINE EXISTING IPROTECT IN a 6"PI 6"PI " 6"pl - - g"p� - - g"p� - - -6 PI - - - -6 c - 6 P - -6 PI 6' I 1-8" 45° ELBOW N 2 M I ro 1 PI PI PIr,4-PiTpi-pi-pi-pi-pi-pi-pi PI N: 686961.56, LJ mE: 24591 19.53 - ° I �° 1 - 2" BLOW-OFF ASSEMBLY FOR s N FUTURE WATER MAIN EXTENSION 1 1-FIRE HYDRANT ASSEMBLY N 40 I� \ i I N: 686863.68, E: 2458758.92 O N 1-12" TEE Z 6 1 12 X 6 REDUCER 0 LL 1 I� cJ \ 7 I I O3 I 1 1-6" GATE VALVE _ z w _ _ 20 LF 6" PVC V 1 N: 686880.53, E: 2459113.86 I 8 W 20 FT CITY OF MERIDIAN 31' CITY OF MERIDIAN N UTILITY EASEMENT WATER EASEMENT F_ N K O] Z W 0 0 U Q 2 E N G I N E E R I N G O 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 LL 3 PHONE(208)639-6939 0 kmengllp.com W DESIGN BY: SRVJ ' a DRAWN BY: JAD0y g CHECKED BY: LICK A/ DATE: DECEMBER 2025 WATER IMPROVEMENTS PLAN PROJECT: 24 289 IL SHEET NO. 0 40 80 120 0 Plan Scale: 1" =40' C6. 1 7 a N 2 I SHEET NOTES N I I I \� A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. ��SS\ONANS FH i2 0 B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. 110 LF 6" C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL 20593 _ 1 PVC C900 PUBLIC ROAD CROSSINGS. Ct � s�,12/05/25 o Cv - - - D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS �O qTF OF \OPT _ THE LARGEST DIAMETER PIPE COMING INTO THE FITTING 1-6" GATE VALVE 1-6" GATE VALVE ___ _- 1 � G 1-6" BLIND FLANGE 1-6" BLIND FLANGE I OR VALVE. R,V. �vN N: 687935.47, N: 687909.21, I I W E: 2458675.12 1 I E: 2459033.71 3 r - - E. ALL PUBLIC ROAD-CROSSINGS SHALL BE SLEEVED PER N I TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. 5 I I F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL ® : ... W - - CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING I SD-403. 12"w 12"w "w iz"w z"w i2"w iz"w iz"w iz"w N � I G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 II PVC OR APPROVED EQUAL. FUTURE APEX NORTHWEST 100 LF 6" ll S. APEX WAY 1 6" GATE VALVE SUBDIVISION �p SD � F H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER � SD SD SD SD SD- PVC C900 1-6 BLIND LANGE II THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS I N: 245 459144.95 93 E: 4' WITH PROJECT ENGINEER DURING CONSTRUCTION.I � I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. 90° ELBOW I N: 687809.66, 87wEtBE�I/ h I KEYNOTES / - _ - _ - - - - - J 1-6" TEE E: 2458682.04 N: 687810.55, 1 145 LF N: 687809.60, cc E: 2458777.36 W I O UTILITY MAIN/MAIN CROSSING �PJ 1-6" 22.5° ELBO�� 6" PVC E: 2458676.04 ? �I Q�} N: 6877��?15, pl I pl a pl pl P� PI I MAINTAIN VERTICAL AND HORIZONTAL / Q E: 24 442.98 pl 1 N 1 ® I I POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER cn NP• 5 LF v TYP 3 I jt; I NOTE 2 SHEET C1.1 FOR ADDITIONAL - vi I 2 210 LF 1 6" 90° ELBOW a W 1 INFORMATION. 90 LF 16" 1 1.25° LBOW 2 6" PVC I v_ a cn so Q� 6" PVC N: 687808.23 1-6" TE 1 6" PVC 1-6' 1 1.25° ELBOW 1 2i E: 2458530.3 90 LF I N: 687723.00, 85 LF N: 687812.52, w uj 6" PVC E: 2458772. 1 6" PVC E: 2458986.23 I © UTILITY MAIN/SERVICE CROSSING - MAINTAIN VERTICAL AND HORIZONTAL / 6 6" PVC 1 I a L N W 1 POTABLE/NON-POTABLE MAIN/SERVICE OR 6" O O O$ 1-6" GATE VALVE 3 I 38 j I I SERVICE/SERVICE LINE SEPARATION PER CITY OF / O I N: 687722.90, 1 37 36 O I MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 / 3 E: 2458761.6.8 a 1 35 I I SHEET C1.1 FOR ADDITIONAL INFORMATION. / O 1-6" 90° ELBOW 3 1-6" 90° ELBOW in N: 687 22.16, I °� I 3 W 1 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. / 1 N: 68772 .06, a u E: 245 682.86 I E: 24587 8.18 125 LF UO 1 / 15 LF 6" PVC / I - 1 ® 6" PVC J 1 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.2, Q 6" 11.25° ELBOW \ N I 3. INSTALL 2" SERVICE PER DETAIL SHEET C7.2. / N: 7745.02, T T1TJ7 " C / 100 LF E: 24 370.34 6"_PVC 5 LF I 1 0 3 6" PVC ffywL 65 LF 6" I C. N a I 4. INSTALL 2" SERVICE WITH VALVES ON EACH SIDE OF z ® 6' PVC PVC C900 _ s I �' ALLEYWAY. SEE DETAIL SHEET C7.2. EXTEND 1" SERVICES 1-6" 45° ELBOW Q� TYP. 30 N 10 LF 1-6" GATE VALVE �A TO EACH LOT. 6" PVC N: 687713.04, � �34 �IN E: 2458772.41 \ �, / i 5. INSTALL DRY LINE FOR FUTURE CONNECTION 1-6" GATE VALVE 2 8"w 81 $"w $"N1-6" GATE VALVE w s w ee��a w B w 1-6" 1 1.25° ELBOW N: 687669.36, `� N: 687722.31, / / a E: 2458287.70 a E. LOFT DR� 70 LF 6" O E: 2458698.68 s N: 687692.50, 3 s 8"s 11's 8"s 8"s�� PVC C900 SD so E: 2459017.82 N �' I 6. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.2. 1-6" 45° ELBOW 5 I 1 ss N: 687670.10, s $ 65 LF 1 E: 2458302.54 s l8E rw 6" PVC \ , 33 I I CIVIL ACRONYMS Lei 3 1b s �Ap Id O s N W I N: - NORTHING 65 LF 6" \ SO PVC C900 �� �� so \ � 1 � s I E: - FASTING 4/-, o \ 1-6" 90° ELBOW I 3 1-6" 90° ELBOW 1 N: 687640.\ \ E: 2458709% 6 I 1 1-6" GATE VALVE F I a N: 687641.42, z 1-6" 45° ELBOW �`' \\\ I 1 4 O2 E: 2458773.06 s o v; I I I 1 KEYSTONE WALL 1-6" GATE VALVE s o 0 1 1 al a 1 N, 687621.53, I J E: 2458244.42 J x �� \\ 1 I w s 32 wl W W 1 REDI-ROCK WALL 0 ` , O O\Q� 4/ 1 1a - w1 a 1 W 23 \ 30 1 I 3 S I I OWNERSHIP: PRESSURE IRRIGATION PUMP Z�° \ O I I STATION AND PIPING SYSTEM SHALL BE 0 • s O � I / I 1 � 1 I I OWNED, MAINTAINED, AND OPERATED BY c) w a 5 24 // L - - - - J > s 31 2P. wl `' U. 1 THE H OA. Q O <) a a 0 Q m I 1 IRRIGATION PRIMARY SOURCE: SURFACE <>- O s �' WI a W I WATER RIGHT WITH BOISE-KUNA. Z �s J I I 1 Q _ 270 LF Q 1 I IRRIGATION SECONDARY SOURCE: FUTURE Q z 25 6" PVC w 530 a1 I a 1 GROUNDWATER WELL. V 0 s s 1. WI w W I w a I i � G Q Lu 3 4 � T rr nn 6s 26 1 O s oo 495 LF a a 1 = V N 6" PVC_---' wl w a � 12 1 p� DC s 27 a 1 39 °° Co WI W 1 z w 4 % S 1 I w () y% as s WI I W a i 0 40 - 80 120 Q V) a G'9T w :21 I W I Plan Scale. 1" - 40' LLJ F� ss a cil 01 1-6" GATE VALVE "' N: 687373.30, Q W1 W a as E: 245871 1.80Lu s N I 1 �s Q W1 I Z MATCH LINE - 1 ; W1 1 O s 27 1 1 0 N SEE SHEET C7 . 1 scil I 1 V z al W47-'1 m W w yy 1 1 I I H o W1 I W ail Z s 26 W s 00 0 I I 0 0 if 1 I V � W1 W E N G I N E E R I N G o, I L 1 1 5725 NORTH DISCOVERY WAY O 00 s I 25 TYP. I I PHONE(08)6 9-6939 U 2 wi I kmengllp.com 0 W\ C11 I DESIGN BY: SRVJ /\ �_ I DRAWN BY: JAD O z d o N: 687199.09, �I CHECKED BY: LCK V A E: 2459022.46 0 I ace I DATE: DECEMBER 2025 - G0. ON WW oPROJECT: 24 289 n24 V SHEET NO. MATCH LINE - SEE SHEET C7 . 1 0 ~ C7.o 7 a N 2 CIVIL ACRONYMS SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SS�ONAL £H N: - NORTHING pk�' NS 1-6" 45° E: - EASTING B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. �rLBOW � S 1-6" GAV VALVE ' C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL 20593 N: 6 7621.53, , PUBLIC ROAD CROSSINGS. E: 458244.42 = s 12/05/25 0 � KEYSTONE WALL D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS O qTF 0P 'OF15 LF �,(� OR VALV E. DIAMETER PIPE COMING INTO THE FITTING V• 6" PVC `-� � REDI-ROCK WALL R' JvN ^ ` � E. ALL PUBLIC ROAD-CROSSINGS SHALL BE SLEEVED PER / TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. FUTURE APEX • F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL � NORTHWEST y 3 , 5� SDA403S OF DIRECTIONS PER ISPWC STANDARD DRAWING SUBDIVISION / _ 1-6" TE ' �s 00 p N: 687606.70, E1 24582LB.16 �F' X � 0 G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 \�s / PVC OR APPROVED EQUAL. 1-6" GATE VALVE / leso lb / H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER ui FLANGE 105 LF �� THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS 1-6" BLIND N: 687526.87, P 190 LF 6" PVC o WITH PROJECT ENGINEER DURING CONSTRUCTION. o �Ej 2458051.30 6" PVC Q� TY 3 1 0 40 80 120 I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE 2 O 10 LF s 4 Plan Scale: 1" =40' OWNED, MAINTAINED, AND OPERATED BY THE HOA. 1-6" GATE VALVE 6" PVC 70 LF 6 O N: 687535.58, o KEYNOTES / \ PVC C900 E: 2458323.76 1 6 1-6" 90° ELBOW / \ �� N: 687510.78, \ Q� E: 2458394.3 / s Q UTILITY MAIN MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL \ es POTABLE/NON-POTABLE MAIN LINE SEPARATION 0 LF 6" 'b 4 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER VC C900 NOTE 2 SHEET C1.1 FOR ADDITIONAL cn a 1 \ 5 s\/ e, 1 25 INFORMATION. ZO Q� 1-6" GATE VALVE ,o s i Q UTILITY MAIN/SERVICE CROSSING N g N: 687494.31, w ui E: 2458369.36 3 4 �� POTABLE/NON VERTICAL MAIN/SERVICE OR W \\ 1-6" GATE VALVE O I / s 26 SERVICE/SERVICE LINE SEPARATION PER CITY OF N: 687481.4 r� MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 E: 2458101 8 6 0 � 1-6" 90° BOW \ � � 30 .o SHEET C1.1 FOR ADDITIONAL INFORMATION. \ s : 68 489.28, VC>' 12 ss 4 \ 1-6" TEE � 6 s E: 2 8374.92 TYP. 1 27 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. N: 687466.37, s \ LF E: 2458118.16 y s 22 2 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.2, PVC 00 \ - \ s 21 6 PVC LINE N: 687415 1, 70 LF 45 l��`'' - 3. INSTALL 2" SERVICE PER DETAIL SHEET C7.2. 1 6 \ w 20 '9% MATCH 4. INSTALL 2" SERVICE WITH VALVES ON EACH SIDE OF 15 � �, ��_ � � � ,p� 28 E: 2458 .05 2 6" PVC /G O O SEE SHEET C7 . 1 ALLEYWAY. SEE DETAIL SHEET C7.2. EXTEND 1" SERVICES TYP. TO EACH LOT. o = = m = 5. INSTALL AIR RELEASE VALVE PER DETAIL, SHEET C7.2. � 19 1 c ° \ \ '/ 1-6" GATE VALVE 6. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.2. N: 687373.30, 1 7. CONNECT TO EXISTING PI MAIN AND INSTALL LONG 2" 55 F E: 2458711.80 SERVICE PI SERVICE 6" PVC ® 65 LF 6" PVC APEX NORTHWEST \ \\ 5 18 �s s 0 III 8. 24" SLEEVE BENEATH WILLIAMS PIPELINE INSTALLED IN TYp SUBDIVISION No. 5 \ / 6 PVC PREVIOUS PHASE. USE SLEEVE TO EXTEND 12" PI INTO 2 5 1-6" GATE VALVE SITE. s 30 LF II N: 687307.39, 3 1-6" 22.5° ELB A� 6" PVC 4 E: 2458712.42 \ 8, N: 687345 9, II OWNERSHIP: PRESSURE IRRIGATION PUMP \ \ \\ Is, `' a E: 245857 0 .35 PI I II I\\ STATION AND PIPING SYSTEM SHALL BE cn a1 1-6" 22.5° LBOW \ 5 LF 6" PVC OWNED, MAINTAINED, AND OPERATED BY Z \ \ s 17 N: 687 2 THE H OA. Q ° 1 E: 245 628.42.42 1- 45° ELBOW 13 1 � J 687325.05, 4 \ \ 2458688.87 \� c 4 LF Fs, 16 1-6" TEE s IRRIGATION PRIMARY SOURCE: SURFACE O PVC 10 'Fyn a 15 1-6" 45 ELBOW a W 2-6" GATE VALVES � WATER RIGHT WITH BOISE-KUNA. z Z \ e, O,Q N: 68 304.26, 5 F N: 687304.29, L u ° \ s ti E: 24 8709.45 6" PVC Q E: 2458712.45 > O a IRRIGATION SECONDARY SOURCE: FUTURE \ \c \\ e a z N GROUNDWATER WELL. W m 6" P C 1 10 s z s \ N \_ \ 8, 3 a 4 J 4 O Q / o 1-6" 1 1.25° ELBOW Q F- Q \ \c \ \ 1-6" GATE VALVE Nl� s N: 687209.42, w MATCH LINE - SEE SHEET C7. 1 m z \ s ° 8.S E: 2458713.34 11 Q 12 e\81v S I� � �� !! I � - N NWW � o z 1-6" 1.25° ELBOW \ es Cb 38E 24 N: 68_199.09, I W O 2 a a"w s" 65 LF 6" a"w a"w 8"w a"w 's E: 24 022.4E W °� o PVC C900 - � E SKYBORN DR. I TYP. � s a"s a" a"s s"s s s°s• s"s °s s � � W � rQLu P2� 0 co \c c A 14 _ N W3° 0 S � z w1-12" 1-6 11.25 ELBOW O 1-12" GATE VALVE 8 PVC I 1-6" GATE VALVE I \ x \ 1-12"x8" REDUCER 15 N: 6 7146.34, `n W °c \ I 00 E: 2 58728.38 _ W � 1-12"x6" REDUCER _ 1-8" 1 1.25° E OW vi N: 687109.94, N: 687097.84, 105 LF a 665P C I N I Q W \ E: 2458409.59 E: 2458422.9 6" PVC X \c /// \\ 1-8" 1 1.25° ELBOW 17 18 v 19 3 \� 120 L 12 �/ \ N: 687062.05 I A PVC 0 \ E: 2458478.28 I 2 a 2 I 1-8" TEE 65 LF \ 1-8"x6" REDUCER 45 LF =100 LF 8" // \ 8" PVC \ TYP. NP 1 6" 11.25° ELBOW 8" PVC o g 1 `PVC C900 N: 687036.41, I LL I Z c \ E: 2459007.74 5 1-12" 45° ELBOW \ I I I- - - _ Q N: 687019.90, E: 2458328.35 3q// �- - - - - 3 - - - - - PI I PI 1 1 FI PI PI PI P PII - - - - -- 65 LP- -190 LF ------ I 1-8" TEE 1-8" GATE VALVE 280 LF II w ° 8" PVC 8" PVC 1-8"x6" EDUCER N: 687036.68, 30"GI 30"GIB 3 " I 30"GI \ "cl 3 "GI N: 68703 .85, 8" PVC E: 2459051.90 --"-' -30"GI 30"GI 30"GI 30'GI ;I 30"GI 30"GI 30"GI 30'"GI 30"GI 30"GI 30'"GI 20 LF 1-8' 22.5° ELBOW �E: 2458747.81 o"cl \ \ • •• VALVE - -3_0"c l_ �GATE N: 687038.81, "c�lo 12" PVC 1-8 BLNDFLANGE- 16"PI 16"PI 16"PI o E: 2458539.48 ul I N: 687037.62, RW-R IRW RW RW RW RW RW RW RW R E: 2459153.55 - O - J op CONNECT TO EXISTING Z I C� 1-12" GATE VALVE \ W 0 ENGINEERING N: 686999.90, \ 8 w s"w s"w a"w 8"w 8"w 8"w 8"w 8"w a"w 8'V a"w 8"w 8"w 0 s"w 8"E: 2458328.25 s'ov 8 8"w 8"v\ I I I I I/ 5725BOISE,HDAHO 83713 DISCOVERY WAY \ C c \ I LL N I I Oi PHONE(208)639-6939 0 APEX NORTHWEST \ \ \\ I E. CRESCENDO ST. a_ I I kmengllp.com W \ \ 0 SUBDIVISION No. 2 "`��� N _ S 38"S "\ "S S 8"s \S I "S-CS�8"S 8"S 8"S s 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S N I DESIGN BY: SRVJ ' a a0 \ \ J _ o - J DRAWN BY: JADO/ o \ \ a w r CHECKED BY: LCKzttnr I.L - 11 U l S t . N _ _ _ _ _ _ � _ _ _ ! p 4 I DATE: DECEMBER 2025 V R z / �6"PI 6"PI 6"PI � 6 P - � -6 - - ( a I o PROJECT: 24-289 \\ TOES IV, \ I W - SHEET NO. a s N I To \ °� 3 \ 7 1 IJ a C7. 1 Z N 2 SS\ON ALSTANDARD EN P/L FRAME ANDMCOVERE Q�o�� NS ti i— — — — — — cn 20593 CARSON MODEL 910T COVER y LID TO READ: = s 12/05/25 0 NON—POTABLE WATER — FOR IRRIGATION ONLY" 3' MIN. "PLACE APPROVED METAL OR IN PERMANENT LETTERING PLASTIC TAG WITH"NON-POTABLE O� OF Glv FINISHED SOD GRADE 5'-MAX WATER DON'T DRINK"IS REQUIRED R,V. SUN FINISHED TOPSOIL GRADE 2 I I III III III III III III II III II I � III III III III III III III II III CARSON MODEL 910 10" VALVE BOX STUB 1"0 PE PIPE 24"0 CONCRETE PIPE. LENGTH TRACER WIRE LOOP CAP OR PLDGD FINISH AS REQUIRED. 2" VALVE NUT GRADE a 1-1/2"O GALVANIZED IRON NIPPLE & 90' ELBOW ISOLATION VALVE 10" CLASS 125 PVC PIPE *NOTE: MNIE PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED 1. 2'-6" MIN., 5'-0" MAX. BALL VALVE CURB STOP UNI—FLANGE SERIES 1300 OR EQUAL IN UNPAVED AREAS (MUELLER 300 OR EQUAL IRRIGATION MAIN WHERE THE LINE IS NOTCH PVC BOX, BOTH SIDES FREE DRAINING. 2. T-6" MIN., 5'-0" MAX. 1-1/2" � TAPPING cn IN PAVED AREAS OR z WHERE THE LINE IS N SADDLE O NOT FREE DRAINING. un 6" MIN. Lu +I 1-1/2"0 GALVANIZED L 3. FINDER WIRE AND 0 — IRON PIPE 6 MIN. ° ° IDENTIFICATION z I I 6" ft\1• a a #4 REBAR TAPE REQ'D. PER w N _ O O O OO OOO 00, OO OOO ° 6" VARIES 6" THE ION 90.C. 4"0 PVC OR ABS _ 0O OO 0O OO °a DIVISION 900. PIPE VALVE BOX OO 0 OO 0 12 MIN. MINa 4MIN. 4 MIN. OF 3/4" MINUS GRAVEL C00 0 0 = ° ° UNDER 10" PVC PIPE 1"0 CLASS 200 _ — NOTCH 4"O VALVE POLYETHYLENE - 000 O O0 OOO TH THRUST BLOCK I BOX MIN. CLEVER ARANCPE E O O 0 O O 0 O O OO O o O—FROM PIPE I O0 O D O O O 000 O O O = O 00�0 00 O o00 SLOPE - —000 O0 0 O O OOOO NOTE: TO DRAIN O0 OO OO OO O O O 0 _— - II OO O O 0 _I - 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. I O O O O O OO 0- 0 0 , 00 1"0 BRONZE CURB STOP I � I 0 PROVIDE LONG RADIUS BEND ISOLATION VALVE MAIN FORD OR MUELLER, OR LINE IN POLYETHYLENE PIPE — 2 CUBIC YARDS MINIMUM APPROVED EQUAL. —I =2" WASHED DRAIN ROCK,: NTS WITHOUT KINKS OR DISTORTION —OR AS REQUIRED. - �_l :El �E� TAPPING SADDLE -III I III III— II DIG ITOI FREE I i (ROMAC 101S OR APPROVED EQUAL) DRAINING SOILS TYPICAL 1" SERVICE TYPICAL MAIN LINE DRAIN NTS NTS AC PAVEMENT BY OTHERS O PAVED SURFACE SEE NOTE 1 BELOW z J VARIES, 2.5"-3 NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN z 3/4" MINUS BASE, BY OTHERS THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE 0 w VARIES 4"-6" ADEQUATE VENTING. — LLJ > LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS (/) 0 w Q OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. --i p p p p p p p p p p 0 z , , 0 0 0 0 0 0 0 0 0 PIT—RUN SUB—BASE, BY OTHERS 0 0 � � 0 0 m - VARIES, 10 —16 = p p p TEMPORARY BACKFILL AS p p p Q Q O CD O 0 0 REQUIRED TO MAINTAIN oo� fl� '12" COVER OVER SLEEVE u — SUB GRADE ELEVATION, BY — z OTHERS, SEE NOTE 1 BELOW L/) pC � = — �_ LLJ LLJ iC 0 3: COORDINATE WITH PAVING PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT FIBERGLASS CONTRACTOR FOR REMOVAL — SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND VALVE BOX LLJ OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. & COVER /—WATERMAN MODEL CR-100 = p[ LOCATED ABOVE SUBGRADE MIN. 6" N AIR RELEASE VALVE (OR EQUAL) FINDER TAPE p[ LOCATING WIRE 0 L -III III III I I � � I I I � � I I I �- � "' (2) 3" ONDUIT CLASS 2WITH 00 11/4 LJ NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING I I I 'I I MEI I I III III I I' I I I X COMPACTED TO 95% DENSITY. I I III I I I I III I I LLJ PIPE AND BELL APPROVED METAL OR PLASTIC X TAG WITH "NON—POTABLE =III — 1-1/2 0 SCH. 40 MIN. 4" WATER DO NOT DRINK" IS a GALVANIZED IRON ° I PIPE RISER REQUIRED. CONNECT TO VALVE a SKIDS PER ISPWC SD 307. BOX WITH EYE BOLT AND WIRE TIE.—III- MIN. 6" SLEEVE MIN. 6' a DIA. SEE SLEEVE SCHEDULE, THIS SHEET I I I ° °III I I SEE SEE FOR MATERIAL AND MINIMUM SIZE NOTE 5 NOTE 5 I -I IRRIGATION TRENCH — a. 8 8 MAIN Z BACKFILL a O SLEEVE SCHEDULE (INCHES) PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. z NOTES: d 2"/3" 2.83"/4.17" 6" PVC C900 6.31 " 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, o FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD I I I I III I III Ell. I I (n —� = 4" 5.36" 8" PVC C900 g 28° SUB-BASE, ROAD BASE AND PAVEMENT. Z 1-1/2" BRANCH 3 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE TEE O 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR V o SIDEWALK. SCALE: NONE 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 0 w SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 5725 NORTH DISCOVERY WAY 10" 12.79" 16" PVC C905 15.92" PIPE AS SPECIFIED IN SLEEVE SCHEDULE. BOISE,IDAHO 83713 LL a PHONE(208)639-6939 4 IN CROSSEBEOLOWOOTHERS WITH UTI UTILITIES. UTILITIES, IRRIGATION SLEEVE SHALL MAIN LINE AIR RELEASE kmengllp.com 0 12" 15.17" 18" PVC C905 17.85" W Z 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. NTS DESIGN BY: SRVJO g NOTES: DRAWN BY: JAD N o A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION CHECKED BY: LCK N PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. DATE: DECEMBER 2025 a N B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL a o PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. PROJECT: 24-289 a SHEET NO. TYPICAL SLEEVED ROAD CROSSING C7.2 O NTS a VA STREET LIGHT LEGEND SHEET NOTES I \ I I I \\To A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �Sg\ONAL £H I ( I u I \ INSTALL TYPE 1 STREET LIGHT POLE WITH CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION �pF NS 1 1 1 I \ LUMINAIRE IN ACCORDANCE WITH THE CITY AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY Q oA OF MERIDIAN, DEPARTMENT OF PUBLIC CONFLICTS EXIST. 20593 I WORKS IMPROVEMENT STANDARDS FOR I I STREET LIGHTING, AND THE MOST CURRENT B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE _ CITY OF MERIDIAN SUPPLEMENTAL CITY OF MERIDIAN. �1+J 12/05/25 Gv Iz- SPECIFICATIONS AND DRAWINGS TO THE 10 �T�C 0, �- ISPWC. TYPE 1 STREET LIGHT POLES SHALL C. SERVICE - ALL STREET LIGHTS SHALL HAVE O� OF G�' 1 0000oX N I BE ROUND STEEL POWDER-COATED BLACK UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE R,V. �vN I U _ _ PER THE CITY OF MERIDIAN SUPPLEMENTAL VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. _ _ r SPECIFICATIONS DRAWING T1 WITH 30' CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE 0 60 120 180 \ i —1I _ — J NOMINAL MOUNTING HEIGHT AND 8' MAST LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL ARM LENGTH. LUMINAIRES SHALL BE UTILITY AND PAVEMENT CROSSINGS. Plan Scale: 1" - 60' OOOOOX OOOOOX EATON-USSL-0O27-D-U-T3-MA-BK-10MSP `lu I -4N7-FAWS (10OW) LED FIXTURES, OR D. METERING - CONTRACTOR SHALL COORDINATE METER t Q. — APPROVED EQUIVALENT. LUMINAIRES SHALL LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. " 12"w 1 " 12"w 12"w 12"w 12'w MEET THE APPROVED FIXTURE LIST (SEE I — J APPROVED LED FIXTURE LIST FOR STREET WHERE A METERED SYSTEM IS REQUIRED, NEW J LDI LIGHTING) OR BE PRE-APPROVED IN WRITING DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. OOOOoX 12"sD 12"sD 12"sD IvSD � S. APEX WAY 1 I � I BY THE CITY'S TRANSPORTATION AND UTILITY 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH COORDINATOR. END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE ui I ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY IZZlIZA HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL OOOOOX h I INSTALL TYPE 2 STREET LIGHT POLE WITH ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS O LUMINAIRE IN ACCORDANCE WITH THE CITY OF WHEN THE ADJACENT PROPERTY IS DEVELOPED. I MERIDIAN, DEPARTMENT OF PUBLIC WORKS 3 I PI I PI I IMPROVEMENT STANDARDS FOR STREET LIGHTING, OOOOOX P' PI I PI °' AND THE MOST CURRENT CITY OF MERIDIAN CITY OF MERIDIAN STREET LIGHT NOTES / P� LLi I SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS > o TO THE ISPWC. TYPE 2 STREET LIGHT POLES A. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN e� Q SHALL BE 25' NOMINAL MOUNTING HEIGHT (30' ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, MIDa � BLOCK 22 N N I _ THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE u 00 I SQUARE STEEEL WIITHLOCKSBRONZE SINGS EPO YESTOER TE 1) ISPWC, AND THE NATIONAL ELECTRIC CODE. Ln / FUTURE APEX e 50 O O O vi 38 37 36 I COATING AND CONFORM TO THE SUPPLEMENTAL z NORTHWEST / 35 B. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE SPECIFICATIONS. LUMINAIRES SHALL BE O OPENED PRIOR TO STARTING WORK. USE THE ONLINE SUBDIVISION / O EATON-USSL-CO1-D-U-T3-SA-7030-BZ CITIZEN PORTAL N I -10MSP-4N7-FAWS (50W) LED FIXTURES, OR j W N AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO I APPROVED EQUIVALENT. LUMINAIRES SHALL OPEN A PERMIT AND REQUEST INSPECTIONS. Lu ~ / OOOOOX 00000Y I APPROVED LEDMEET THE FIXTURE LISTL SRTE FOR STREET s � C. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE �'�s I LIGHTING) OR BE PRE-APPROVED IN WRITING CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND N n cn 34 / 8"w 8"w 8' 8"w 8"w " s"w \ )= I BY THE CITY'S TRANSPORTATION AND UTILITY FOR THE POLE AND ASSOCIATED WIRING. $� 5 a"s s"s s"s 5 1s"sDE. LOFT R. N I COORDINATOR. D. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM - OOOOOY OOOOOX I I TREES, 5' MIN. FROM FIRE HYDRANTS, AND 2' MIN. FROM 5 / O 33 I I � EXISTING TYPE 1 STREET LIGHT WATER METERS. s �.. / OOOOOY IA E. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN O a 2 I PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL z s 32 ® C I INSPECTION. x a TOF ` / Q�} e� \'� O�� BLOCK 21 N 00 w > I F. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS 30 2 a O I REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. OOOOOX Q� OOOOOY 5 23 s 31 w " I KEYNOTES Cn Oc o Q 24 a 4O c^ I 1. TYPE 1 STREET LIGHT POLE AT LOCUST RD. ACCESS \ O s SHALL HAVE 35' NOMINAL MOUNTING HEIGHT PER ACHD w I REQUIREMENTS. \ a•. W > s � 00 a � Q c O 22 A 8s 26 50 z > I \ Oc s r� — w co — \ oc UN BLOCK 15 OOOOOX ` \ 5 a OOOOOY > Q . -s 29 J OOOOOY �q., >_ � I O cn �5 a- I MATCH LINE — z z c Lq F 28 a Q i�O z s Q 12 w 2s SEE BELOW LEFT O s O O I _ s w _ w O z w � > W Q roP \ c OA s 5 ll f;f°° s 27 I OOOOOX PI-P , 1 W I 0 v , � O cli \ op c \� A e•. � a \ EXISTING Oc s F 16 9 00 26 w I W I W STREET LIGHT O 10 s� O O � W I I a C do OOOOOX M I N of = L7 \ _ 00 x� ��� Oc 11 a•• a a 10 s 25 I I Iw1 z \ � \ \ c OOOOOY s a OOOOOY cc DWT INVESTMENTS LLC O = �� • \ w 11 3 S1132325801 z (� S I FUTURE APEX 0� 3 x _ OOOOOY 24 NORTHWEST OOOOOX amp �R-4) W J O S 8„w 8„w „w 8„w 8„w O I w c \ — 3 8"s 8"�i 5 a I SUBDIVISION N \\ c� O 13 E. SKYBORN DR. � \ \23! �— N \ \ \ \ • \ I A 3p. G a S � I \ APEX NORTHWEST SUBDIVISION No. 5 X \\ c I I ry `.0 N \ c // 16 17 18 I 19 20 21 22 EXISTING w N \ 0 O O O I O STREET LIGHT Z 3 LL \ o, O (L N H OOOOOX N \ 3�, �, / I I • I w a d r PI PI PI PI pl PI PI PI PI I�PI — EXISTING EXISTING \ in 30"GI 30"GI 30"GI • 30"GI 30IGI I i i30 ` 30"GI 30"GI 30"GI 30"GI 30"GI — ;, STREET LIGHT STREET LIGHT I "GI —� I I I a o —16"PI 16"PI 16"PI 16 16"PI 16"PI 16"PI 16"PI 16"PI "PI 16"PI \ � � ZOOOOOX W aLw s OOOOOX — Q w I — X8 _ 8"w 8"w = 8"w 8"w sw 8"w " 0 60 120 180 v s"w s"w s"w s"w s" "w s"w s"w "w s s"w s"w 1 N E N G I N E E R I N G — — — — — — — — —c — E. CRESCENDO ST. Plan Scale: 1" = 60' Q I 5725 NORTH DISCOVERY WAY s"s s"s a"s a"s BOISE,IDAHO 83713 LL s"s FLs " 8"s 8"s 8"s 8"s 8"s s"s 8"s 8"s I PHONE(208)639-6939 APEX NORTHWEST N SUBDIVISION No. 2 �� _ — 13 O o J kmengllp.com W 1 s`PI — — — — c / _ �. _. _. _. I DESIGN BY: SRVJ > a OOOOOX FUTURE APEX a DRAWN BY: JAD NO o NORTHWEST MATCH LINE CHECKED BY: LCK N SUBDIVISION DATE: DECEMBER 2025 G a SEE ABOVE RIGHT PROJECT: 24 289 SHEET NO. H V P CO • 7 a N 2 NOTE: CALCULATIONS SHOWN BELOW ARE TO DETERMINE THE REQUIRED NUMBER OF TREES PER �'%s.%%�EOFIJ) ,i,,, CITY OF MERIDIAN UDC AND ARE NOT OPEN SPACE CALCULATIONS. REFER TO THE OPEN SPACE �•••••� EXHIBIT FOR OFFICIAL QUALIFIED OPEN SPACE CALCULATIONS. �' �'•• SSAyE,U o•� �•�� % OPEN SPACE TREE CALCULATIONS 1 TREE/5000 SF ' *� v �* LOT QUALIFIED •c7 : 54. ¢ 0 BLOCK # LOT # QUALIFIED AREA (SF) REQ PRVD : • LA 16517 • AREA (SF) AREA (AC) • • — \ \ 55,831 �•, L '•••••• P ,�• \ \ EXCLUDES WATIKINS DRAINAGE ,��ii NDSCA4 �•�'� 15 2 122088 DITCH EASEMENT, MCBIRNEY 1.28 11 15 ����1811100 EASEMENT COLLECTOR LATERALLANDSCAPE BUFFER ` 46a' \ 21 1 1260 1,260 0.03 0 0 21 11 1360 1,360 0.03 0 0 21 13 3149 3149 0.07 1 2 \\�\ 21 22 1359 1,359 0.03 0 0 i 21 30 30699 30699 0.70 6 6 Lu 22 1 13596 13,596 0.31 3 7 0 i \ TOTAL OPEN SPACE TREES 21.0 30.0 ` STREET TREE CALCULATIONS (1TREE/35 LF) STREET NAME BUFFER LF NUMBER OF DRIVES WIDTH PER CALC REQ PRVD WIDTH PLAN S. LOCUST GROVE RD. 25' 1051 0 1051 LF / 35 30 30 S. APEX WAY 20' 2363 0 2363 LF / 35 68 68 cn E. CRESCENDO ST. 20' 814 0 814 LF / 35 23 23 z 0 S. CUSP AVE. 10' 288 0 288 LF / 35 8 8ui N E. DOME DR. 10' 280 0 280 LF / 35 8 8 Lu t= E. LOFT DR. 10' 1332 11 1046 LF / 35 30 30 APEX E. SKYBORN DR. 10 1368 12 1056 LF / 35 30 30 \ S. TRANSCEND AVE. 10' 916 10 656 LF / 35 19 19 SUBDIVISION REQUIRED TOTAL STREET TREES \ \ � COLLECTOR BUFFER 216.0 216.0 FUTURE PHASE \ \ PLANTINGS TO BE \ \ INSTALLED WITH FUTURE PATHWAY CALCULATIONS (1 TREE/100 LF) \ SUBDIVISION AND \ AS SHOWN ON MACRO PATHWAY AT 8'-10' WIDE APPROVED APEX BLOCK # LOT # LF CALCUALTION REQ PRVD z FARR PRELIMINARY \ PLAT 15 2 763 763 LF / 100 8 8 21 30 291 291 LF / 100 3 3 TOTAL PATHWAY TREES 11.0 11.0 MITIGATION REQUIREMENTS \ THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL \ N TOTAL TREES REQUIRED/PROVIDED 248.0 257.0 \ APEX o \ SUBDIVISION _ _ > PLANT SCHEDULE NOTE: SEE L2.0 FOR COMPLETE PLANT SCHEDULE \ \\ FUTURE \ \ PHASE SYMBOL CITY BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS I� \ u <v: v QwQ DECIDUOUS TREES O z \\ U) o m ACER TRUNCATUM X PLATANOIDES z Q p 68 'JFS-KW187' 2" CAL. B&B 35`X20' CLASS II J w o g v URBAN SUNSET®MAPLE z O No \ P- o' �o CARPINUS BETULUS 'JFS-KW1 CB' 0 w 30 2" CAL. B&B 40'X30' CLASS II Z \\ S EMERALD AVENUE HORNBEAM �_ APEX \� FF� 0 � m � � p 5w °; SUBDIVISION S °" Iw 22 FRAXINUS AMERICANA `AUTUMN PURPLE' 2" CAL. B&B 45`X45` CLASS I' p — � 0 = °�°�=� �� — AUTUMN PURPLE ASH LJ..I PREVIOUS v v ��� s. APEX WAY Z > Ou Lu PHASE \\ •� °� w _ 60 GLEDITSIA TRIACANTHOS `SKYLINE` 2" CAL. B&B 35`X30' CLASS I � � � � > a SEE L5.0 SKYLINE HONEYLOCUST \ °� j BLOCK22 <. \\ w CROSS—SECTION A, 0 p U / OO5 O6 7 O8 N ` 38 37 36 35 \� 2 Q a u \���\\ 9 LIRIODENDRON TULIPIFERA 'EMERALD CITY` TM 2" CAL. B&B 55`X25` CLASS II LJ..I W LOFT DR. � 3a ��` '. I 25' EMERALD CITY TULIP TREE � � W Q 0 33 ARTERIAL LANDSCAPE 1 BLocK 1s BUFFER MEASURED FROM Ia J P 14 MALUS "SPRING SNOW" 2" CAL. B&B 25`X20' CLASS I / •� �F ,: 2 3z ��� BACK OF CURB SPRING SNOW CRABAPPLE ~ Q 3 it r , QQ - O3 232a BLOCK21 �. 31 PYRUS CALLERYANA 'REDSPIRE' O V) Q SEE L5.0 1. 30 a z p 0 22 z6 ..as O5 z 0 �il' w CROSS—SECTION B, + 43 REDSPIRE CALLERY PEAR 2 CAL. B&B 35`X2fd` CLASS II 27 w' 29 x U L LI Q � ;jlj . O 8 19 29 z 2s I EVERGREEN TREES J O Q" I SEE L2.0 � .� 1s �" a r��� PINUS FLEXILIS `VANDERWOLF`S PYRAMID` Q ': s 11 6`-8` B&B 25`X15` EVERGREEN 17 { L VANDERWOLF'S PYRAMID PINE \ 10 O 16 O Q�% N 15 .. O O p; SEE L3.0 1a 13 �:I 11 10 2s I �� SYMBOL CITY BOTANICAL/COMMON NAME CONT 1z 11 zaff 0 13 E. SKYBORN DR. SEE L5.0 SOD/SEED CROSS—SECTION C, TURF SOD RHIZOMATOUS �: � 183,487 SF SOD 14 �. RHIZOMATOUS TALL FESCUE 15 16 17 18 19 20 21 z2 OTHER Z o O Z SHRUBS, PERENNIALS, OR GRASSES. 0 J :\ :•:•:•:•:•:•: BLOCK 15 ALL REQUIRED LANDSCAPE AREAS SHALL HAVE A MIN. 7m% VEGETATIVE N E. CRESCENDO ST..o COVERAGE AT MATURITY. MULCH SHALL BE U N I 38,319 SF USED UNDER AND AROUND THE PLANTS IN NONE " ACCORDANCE WITH UDC 11-38-5N. a I w Q PER UDC 1 1-3B-7C ALL STREET BUFFERS > o � \ ` w..Y SHALL BE PLANTED AT A MIN. OF 1 SHRUB o � m W w \ a_ U) 0 PER 7 LF Y �gQ \ C) om °o w V A o OO �U 0 g APEX SUBDIVISION - APEX SUBDIVISION " o m 0 I.L PREVIOUS PHASE FUTURE PHASE J ENGINEERING 0 z J M w 5725 NORTH DISCOVERY WAY g \ ` m BOISE,IDAHO 83713 LL 01 N \ \ .�" PHONE(208)639-6939 v Q \ kmengllp.com Z g \\ CONTACT INFORMATION DESIGN BY: GKB � F LANDSCAPE CONSULTANT DRAWN BY: GKB 0 OWNER/DEVELOPER � CHECKED BY: AY LL Z BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY DATE: DECEMBER 2025 a LANDSCAPE COVER MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 PROJECT: 24-289 0. CONTACT: ZACH MEYERS PHONE: (208) 639-6939 PHONE: (208) 378-4000 FAX: (208) 639-6930 SHEET NO. z 0 200 400 600 FAX: 208 377-8962 g EMAIL( zm) ers©bri htoncor com CONTACT: ALYSSA YENSEN, PLA Plan Scale: 1" — 200 Y 9 P EMAIL: ayensen@kmengllp.com L1.0 0 Co "a Z N a ••• �g OFID ••, I ` I ww %•••Gj`S�: SSA Yg O • * v� : * : • - REQUIRED � COLLECTOR BUFFER � PLANTINGS TO BE I r • • INSTALLED WITH — — _ _ Ww 'n : sb.� , FUTURE _ —�_, �� z �6 Z� L�� CT Z� _ _ • LA-16517 SUBDIVISION AND •� '• OS/.�• C, �� AS SHOWN ON CS O ���O O O O a 0 O O O O O O O O O O O O O O O O O O O O _O R •�, '•••••• � O O O O O O O O O O O O O O O O O O O O O �-D O O O O O O O O O O O O / 4 APPROVED APEX O O O O O �O O O O �O y0 y0 O O O O O O O O O g \O O 0 1 L O O O O o q PI P PI— •,� L,9ND p�P••• FARR PRELIMINARY 0000 �_�,- - 2_O �CZ _ �Q�ODODO �g_ OOo. \ O O� �OO�-, -� d i� SC �•• PLAT ��-� I I \ — — 00 p — — - -<� w w O • � w 127w 12"w "w 12"w 2"w 12"w 12"w 12"w 12"w � 00 b 2 SD SD SD SD SD SD 36 SD 0 S. APEX WAY LOW W 0 ; 5 11 12 0 0 O � 1 4 O 00 O / LOW j ... ° PI �I PI �PI ms / + + PI�^PI PI PI PI PI PI PI O PIS\\ � ' z , / /(() 1° 0 00 0� so A �� ,� \ \ �� > LLI OCR � •�� > + A � ����. � �. � � BLOCK 22 a / \ w - s a � O O� �� Q� �6 �7 �8 U + 38 37 36 �� ��� ��� O/ �� O� �- v-) / 35 �� , FENCE SCHEDULE P 6 V AA\A*.���� SYMBOL DESCRIPTION (0 /` PI s ��� �� � w 6' HEIGHT STAINED CEDAR FENCE. SEE L4.0-1. 7� / ��� _ s z 5' HEIGHT OPEN VISION METAL FENCE. SEE L4.0-2. s s ® < s I° s s ; s.. \ W cn ace z . . . � ( ' Z w �� �• S \ ���w� ''• •' U WW O s d PLANT SCHEDULE o W W w 8„w 8»w •s W �� �' N 1 4 5 • /$ 18 15 16 14 � s S WW SYMBOL QTY BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS , ; w s 8"s "s 8"s s so SD SD as DECIDUOUS TREES +' 0 s s $� . • Fel ACER TRUNCATUM X PLATANOIDES s o 68 'JFS-KW187' 2" CAL. B&B 35`X20` CLASS II s � s� URBAN SUNSET®MAPLE � + W �� � s I W o CARPINUS BETULUS 'JFS-KW1CB' s � � W W � � � °°1 • W W w � W � � , + 30 2" CAL. B&B 40`X30` CLASS II �. EMERALD AVENUE HORNBEAM + • V I 4 FRAXINUS AMERICANA `AUTUMN PURPLE` �� !• W W W W W W �� W W ww 22 2" CAL. B&B 45`X45` CLASS II ., AUTUMN PURPLE ASH d � � � .� � � � W � w BLOCK 21 z �O s 17 r 30 � w w I z Q • 60 GLEDITSIA TRIACANTHOS `SKYLINE` 2" CAL. B&B 35`X30` CLASS II WW SKYLINE HONEYLOCUST + Iwl I W ° • 9 Lu LIRIODENDRON TULIPIFERA `EMERALD CITY` TM 2" CAL. B&B 55`X25` CLASS II O ✓ Co I I W z w 23 w w w w EMERALD CITY TULIP TREE s a Q s 31 ®- s ww W • � �, �, �. �. �. � • j• s° Q_ 18 a 1 z MALUS "SPRING SNOW' ✓y W 0 Q • 14 SPRING SNOW CRABAPPLE 2. CAL. B&B 25`X20` CLASS 24 m ,` �° III I 1 WI W 4 Co 1 L LI J s r _ u; - > ww 8s LL' Lu Ln PYRUS CALLERYANA 'REDSPIRE' f w w w w W w w w W W w Q. r BLOCK 15 I Iw w I W 3 — �C Q + 43 REDSPIRE CALLERY PEAR 2" CAL. B&B 35`X20` CLASS II 25 W W W W Q °ems, s III 6 ww w DC EVERGREEN TREES �. s s' � �� Lu Z c a PINUS FLEXILIS `VANDERWOLF`S PYRAMID` 8" W W w w W w r I I I I 5 C LJ,J J • 11 VANDERWOLF`S PYRAMID PINE 6`-8` B&B 25`X15` EVERGREEN �° s 26 w w w� s w Ii '� ICI Q WW SYMBOL QTY BOTANICAL/COMMON NAME CONT �+ f f z I IW �• 0 U () SOD/SEED � ° s. � z9 I I I y 13 183,487 SF TURF SOD RHIZOMATOUS SOD �AQ''r I I I ww z RHIZOMATOUS TALL FESCUE 'P/ s I Lu OTHER �� s 28 �' s SHRUBS, PERENNIALS, OR GRASSES. ALL REQUIRED LANDSCAPE AREAS w I I I WW SHALL HAVE A MIN. 70% VEGETATIVE 01 COVERAGE AT MATURITY. MULCH SHALL BE �e's _ ,' �s ' 28 I I P • 38,319 SF USED UNDER AND AROUND THE PLANTS IN NONE a w I I I I ACCORDANCE WITH UDC 1 1-3B-5N. 11� PER UDC 1 1-3B-7C ALL STREET BUFFERS O SHALL BE PLANTED AT A MIN. OF 1 SHRUB ,� s' 3 PER 7 LF KEY NOTES (TYPICAL) # u III I • BOTANICAL/COMMON NAME 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL TREES a s� �_ " �' ace Z a SHRUBS WITHIN TURF AREAS. d. BERBERIS THUNBERGII `CRIMSON PYGMY` 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION �' vs� N CRIMSON PYGMY BARBERRY TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN BUDDLEIA X 'SMNBDBT' THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. MATCH LINE - SEE SHEET L3.0 V PUGSTER BLUE DWARF BUTTERFLY BUSH w CORNUS ALBA `CRMIZAM' CREME DE MINT DOGWOOD 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH OF 1" ORGANIC BLACK AND TAN o EUONYMUS ALATUS `PIPZAM` PERMABARK (ROCK) MULCH WITH PERMEABLE FABRIC WEED BARRIER. THE USE OF MULCH LANDSCAPE PLAN PIPSQUEAK BURNING BUSH OR ROCK AS THE ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. o HYDRANGEA PANICULATA `LIMELIGHT` TM IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBI 0 40 80 120 LIMELIGHT HYDRANGEA Z 3 HYDRANGEA QUERCIFOLIA `RUBY SLIPPERS` 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. Plan Scale: 1" =40' O o RUBY SLIPPERS HYDRANGEA Z 5. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR V g GRASSES ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. a CALAMAGROSTIS X ACUTIFLORA `KARL E N G I N E E R I N G Z FOERSTER` 6. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE 10. GRAVEL MAINTENANCE ACCESS ROAD PER CIVIL PLANS. 5725 NORTH DISCOVERY WAY O FEATHER REED GRASS L6.0-03. BOISE,IDAHO 83713 u- 01 MISCANTHUS SINENSIS `MORNING LIGHT` 1 1. KEYSTONE WALL. SEE CIVIL PLANS. PHONE(208)639 6939 N EULALIA GRASS 7. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN, PROTECT, AND OR ADJUST AS 0 PENNISETUM ALOPECUROIDES 'LEMON SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND PATCH BACK ALONG 12. REDI-ROCK WALL. SEE CIVIL PLANS. kmengllp.com z SQUEEZE' ZSQUEEZE FOUNTAIN GRASS PHASE BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW AND EXISTING LANDSCAPE DESIGN BY: GKB W Z SHALL BE NON RECOGNIZABLE AND COHESIVE WHEN FINISHED. CONTRACTOR IS 13. FOUR FOOT (4') TALL LANDSCAPE BERM. SEE L5.0-B. 0 0 RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE PLANTING AREAS AND IRRIGATION DRAWN BY: GKB u PERENNIALS COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION. THE CONTRACTOR SHALL 14. SCHEMATIC PICNIC SHELTER. SEE L6.0-07. N HEMEROCALLIS X `STELLA DE ORO` ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION CHECKED BY: AY LL o STELLA DE ORO DAYLILY AND THAT FOLLOWING CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS 15. NATURAL STONE BENCH. MATCH SANDSTONE USED ON APEX NORTHWEST NO.1. SEE DATE: DECEMBER 2025 a o LAVANDULA ANGUSTIFOLIA `HIDCOTE BLUE` GOOD, OR BETTER THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, REFERENCE PHOTO L6.0-06. a 5 HIDCOTE BLUE LAVENDER AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF PROJECT: 24-289 w LIRIOPE MUSCARI 'EXC 052' THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN OPERATION 16. PAVERS. MATCH PAVERS USE DON APEX NORTHWEST NO.1. SEE L6.0-05. eau PURPLE EXPLOSIONTm LILYTURF OF THE EXISTING SYSTEM DURING THE COURSE OF CONSTRUCTION. SHEET NO. PHLOX SUBULATA 'RED WINGS' 3 17. BOULDERS. MATCH PREVIOUS PHASES. SEE L6.0-8. RED WINGS CREEPING PHLOX RDBE WINGS FUL CREEPING `LITTLE GOLDSTAR` 8. EIGHT TO TEN FOOT (8'-10') MACRO PATHWAY. SEE CIVIL PLANS. L2.0 0 LITTLE GOLDSTAR BLACK-EYED SUSAN 18. BENCHES AND PICNIC TABLES SUPPLIED BY OWNER. Z 9. FIVE FOOT (5') MICRO PATHWAY. SEE CIVIL PLANS. a PLANT SCHEDULE NOTE: SEE L2.0 FOR COMPLETE PLANT SCHEDULE FENCE SCHEDULE ••����s1soossettesso,� , SYMBOL CITY BOTANICAL/COMMON NAME SYMBOL CITY BOTANICAL/COMMON NAME SYMBOL DESCRIPTION •••�.� P�$OF *0, 0 REQUIRED o •••••• COLLECTOR BUFFER DECIDUOUS TREES SOD/SEED 6' HEIGHT STAINED CEDAR FENCE. SEE L4.0-1. * •vgSSAYEiU ••: *•i • 'L TURF SOD RHIZOMATOUS 5' HEIGHT OPEN VISION METAL FENCE. SEE L4.0-2. = r : PLANTINGS TO BE o / ACER TRUNCATUM X PLATANOIDES 183,487 SF • U INSTALLED WITH O o /� 68 'JFS-KW187' O RHIZOMATOUS TALL FESCUE n • . ¢A, � FUTURE /, URBAN SUNSET®MAPLE o LA-16517 SUBDIVISION AND OTHER • •• • AS SHOWN ON O O� SHRUBS, PERENNIALS, OR GRASSES. ��• '/O•/•� CARPINUS BETULUS SHRUBS, ��i l9 �,- APPROVED APEX o/ , + 3�} ALL REQUIRED LANDSCAPE AREAS �i NDSCA4 �• FARR PRELIMINARY J �/ /. EMERALD AVENUE HORNBEAM SHALL HAVE A MIN. 70% VEGETATIVE �•�h������������ PLAT 2 , COVERAGE AT MATURITY. MULCH SHALL BE 38,319 SF USED UNDER AND AROUND THE PLANTS IN "0 o/ , 22 FRAXINUS AMERICANA `AUTUMN PURPLE' ACCORDANCE WITH UDC 1 1-3B-5N. o AUTUMN PURPLE ASH PER UDC 11-3B-7C ALL STREET BUFFERS SHALL BE PLANTED AT A MIN. OF 1 SHRUB �✓ PER 7 LF 0 o/ s , • 60 GLEDITSIA TRIACANTHOS `SKYLINE` - /0 ,/ / s : + , SKYLINE HONEYLOCUST MATCH LINE A SEE MATCHLINE B , s 3 + Q�, 9 LIRIODENDRON TULIPIFERA `EMERALD CITY` TM low • +w + w �+ w �+ +w + + �+ + + as EMERALD CITY TULIP TREE .,° w w s w w w 8.,w 8.. $., 8. $ 8 8..w 8,�w xv ��o �� 4 1 w \ w + , • 14 MALUS "SPRING SNOW" 2 1 4 3 1 a Q s SPRING SNOW CRABAPPLE w / o o/ + T. � E. CRESCENDO ST. I a- 0 , PYRUS CALLERYANA 'REDSPIRE' 0 0�` • �Q� + 43 REDSPIRE CALLERY PEAR 8"s 8"s 8"s 8"s 8"s 8"s 8"s = _ —8"s 8"S 8"S PLn EVERGREEN TREES + �+ + + + + + +� �+ � w Z a� �. PINUS FLEXILIS `VANDERWOLF`S PYRAMID` P O \ w \ W s 11 VANDERWOLF'S PYRAMID PINE L w 2 � "� �/ i � Q � S • �� \ P PI PI� �PI PI PI PI PI PI PI P PI ww _ LJJ � \ w � / � — • 0 / ��, / • / � • y� /\/ •.� \ I REQUIRED BUFFER - ' \ I PLANTINGS TO BE Q� 1� A INSTALLED WITH ww s W w \ L — — — J INDIVIDUAL LOT 1 s \\ DEVELOPMENT • I � s A/ , \ ' > w Lu � w �S ,� \ +a 21 0, \ F_ zz �{ n U w J w � I \ ° ssco ° • W 20 960 \\ \ 1 N • •s TF \ \ I 4 A $�. c / s \ 1 �' J W W s•. d `' ww W W W W � � • I V • GJ s'• •� I GJ r s ••� \ \ \ \ dC7 y w y y t 5 � � �6' � ✓ C � w q —Iw 6b , \ s e s s MATCH LINE — SEE SHEET L2.0 2 1 ® S ✓ ✓ w w .s / W 9s '' \p�• PI PI s s •s w 7 - 1_ 7\ WI W ww 7 0 Z z Q � s � �' . s• � I� � s s \� + s W I W WI Z s /� a� W 26 �I I L.L > S Ln z I WI IW z �'' Lu •s > ��I��I�I-� N W I W ww 0 0 Q / 8•. 9 °m�s° �I'I J I 00 w _ I I Q � r s 25 I I I� I I� wW /� Lu C Q 1 L v s III-WIWIW� I w w �_ z -� 8's •V �° S , ,. •• O W W W W I 111 w1W WI+'I W UI KEY NOTES (TYPICAL) ® 12 �8. s 11 �I��I' I Lu m 8'S w s s e s S w CLO LL �� U ww 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL TREES w w � WITHIN TURF AREAS. W \ :s "w V �- s 8's s' 8., a"E. S �s.R B..S 8 s w s a° E. SKYBORN DR. 1 4 I I - 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION W W w TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN s> ww THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. 13 w ' 1 ��/ s" r w ° ' ' 23��W i 1- �� • 4 /� 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH OF 1" ORGANIC BLACK AND TAN ,' s • s u { —I— {- s w �w w y InL PERMABARK (ROCK) MULCH WITH PERMEABLE FABRIC WEED BARRIER. THE USE OF MULCH ' °o s ��� ��� OR ROCK AS THE ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. oI a- t Q IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBI ' s 3 A� s C 6 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. W W W � �\ ' w w w w � A 14 4'' �. w �. .� a � w I 5. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ��. "�� 13 �� D ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. I 1 6. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE s w W 15 BLOCK 15 W W 20 21 22 a IW W W I LL L6.0-03. W ' � wIW w Q p 16 17 18 �u� 19 �� Z 0 7. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN, PROTECT, AND OR ADJUST AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND PATCH BACK ALONG W W •s w W W W w w _ a I W ,�' t ww O u PHASE BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW AND EXISTING LANDSCAPE A/ N SHALL BE NON RECOGNIZABLE AND COHESIVE WHEN FINISHED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE PLANTING AREAS AND IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION. THE CONTRACTOR SHALL �\ p `�� �I ° I w u ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION 8 W • w A/ AND THAT FOLLOWING CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS g GOOD, OR BETTER THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, s Y AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF 10 W W \\ PI PI PI PI PI PI PI PI PI PI PI �I PI PI 7 PI PI PI R i P Cl) o THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN OPERATION — — _ ° — Z �; OF THE EXISTING SYSTEM DURING THE COURSE OF CONSTRUCTION. f 0 g 8. EIGHT TO TEN FOOT (8'-10') MACRO PATHWAY. SEE CIVIL PLANS. 30� 3s 1 w W 30'G1 3�ci w w 30'Gi w W 30"Gi W w 30"GI w w W 39"Gi w w 39"Gi 39"GI w 3g"GI "Gi V"G �0"Gi�30"Gi W"Gi��W"Gi 30"Gi�--�-30"Gi o"G 9. FIVE FOOT (5') MICRO PATHWAY. SEE CIVIL PLANS. \� �` ,. \ I E N G I N E E R I N G Z 10. GRAVEL MAINTENANCE ACCESS ROAD PER CIVIL PLANS. ` �� �w m 'm m m m m-m m � 5725 NORTH DISCOVERY WAY O MATCH LINE 6 — SEE MATCHLINE C BoISE,IDAHos3713 LL N 1 1. KEYSTONE WALL. SEE CIVIL PLANS. PHONE(208)639-6939 0 kmengllp.com W g 12. REDI-ROCK WALL. SEE CIVIL PLANS. DESIGN BY: GKB ' 0 13. FOUR FOOT (4') TALL LANDSCAPE BERM. SEE L5.0-B. O LANDSCAPE PLAN DRAWN BY: GKB 14. SCHEMATIC PICNIC SHELTER. SEE L6.0-07. CHECKED BY: AY A/ 15. NATURAL STONE BENCH. MATCH SANDSTONE USED ON APEX NORTHWEST NO.1. SEE 0 40 80 120 DATE: DECEMBER2025 a g 0. REFERENCE PHOTO L6.0-06. Plan Scale: 1 =40' PROJECT: 24-289 Q N 16. PAVERS. MATCH PAVERS USE DON APEX NORTHWEST NO.1. SEE L6.0-05. 11 SHEET NO. 3 17. BOULDERS. MATCH PREVIOUS PHASES. SEE L6.0-8. L3 o .0 O Z 18. BENCHES AND PICNIC TABLES SUPPLIED BY OWNER. a STREET VIEW INTERNAL RESIDENTIAL LOT VIEW ••••`�,P EOFjJ)4 "'0 4X4 R.S. CEDAR :•�• S�••SSAYE � O �••� POST (TYP.) FENCE SCHEDULE _ ATTACH EACH END OF MIDDLE RAIL i i 4X6 R.S. POST ON pCENTER WITH (2) #10 SCREWS - STAINLESS �` SYMBOL DESCRIPTION c7 54�. � 4X6 R.S. 8'-p" CEDAR POST STEEL OR COATED. ' SPACING © LEVEL PANEL U, 6' HEIGHT STAINED CEDAR FENCE. SEE L4.0-1. • LA 165Lv _1 • CEDAR POST @ CORNERS w z •� •• •� 7'-8 1 2" I • • "/05/CORNERS AND 3/4" CHAMFER © POST AND STREET 3/4" CHAMFER © POST / z N 5' HEIGHT OPEN VISION METAL FENCE. SEE L4.0-2. I �• •••••• 4 •` STREET FACING (TYP.) FACING �,P POST ON-CENTER SPACING g X w I ,��L`9ND F�'Q+••• ., 1j SCA SECTIONS SECTIONS ® STEPPED PANEL Q w N �W 1111111� (Typ N 1 X6 R.S. CEDAR (TYP.) N 1 X6 R.S. CEDAR 2X6 #2 OR BETTER �z OVERLAPPING PICKETS 4X6 R.S. OVERLAPPING OV PICKETS DF TOP RAIL N oz (1" OVERLAP) CEDAR � � POST 2X6 #2 OR BETTER z ,1 X6 R.$. CEDAR TRIM, (TYP.) Q z 2X6 TOP RAIL DF MIDDLE RAIL O w 0 O W J O I w LL I Lj � Qo"Z ATTACH � Qo"o o0 PICKETS TO 00 _ o SUPPORT o w I RAILS WITH I = w C° (2) 16d GALV. `° o -1 o < z RING-SHANK < z z o w J NAILS © TOP, o w J o `° J LL's o MIDDLE, AND J L Q o 00 zo BOTTOM. o o zo Q e1X6 R.�. CEDAR TRIV 2X6 TOP RAIL FINISH GRADE � I j\\\. \� ATTACH TOP \\\. \ \ FG / \ / \ /� \\ TOE-NAIL Q CORNERS \\� \ �\ S. APEX WAY \ \ AND BOTTOM \ \ \ SLOPE BOTTOM RAIL %\\\ l \i %\\\ TRIM WITH j \\\ I WITH TYPICAL RAIL �\ 1 TO MATCH GRADE \\/� \ ° \, FASTENERS i \/ / cn \ \ 12 16d ITH 3" OFFSET GALV. \\ I ATTACH EACH END OF \� \�\ /\ /\ RING-SHANK /\ \ ; /V V2X6"#2 OR BETTER \ I O \ \\ \ \\ NAILS SHANK \ TOP AND BOTTOM RAIL \ �� DF BOTTOM RAIL`j\ \ \ \ \� WITH (2) #10 SCREWS \ �/ \\ I g Lu COATED STAINLESS STEEL OR \ \ / \/\ CL j\\ Lu N N U 0 1 6' CEDAR FENCE O \ O N o 38 37 36 35 NITS O O 34 w w E. LOFT DR. \ z 6'-0" Cf) U) \ 33 �o, z J Z Z_ Q 2" METAL POST CAP 1 (2) 1" STEEL N N Op 20' TYP. TUBE RAILS � � p!� FO,Q O \QJ 32 Pam- �o, 3o O I 2" STEEL POST 31 I 24 LC) O O Q 25 30 w \ O 22 Q 26 O Q I � O Z z Q FINISH GRADE \ 4" RODS / \ 0� 21 27 Lu SPACING / O � z9 u z IML 1/2 1" SQUARE j \\ 6 N O O STEEL RODS j\\ \� \ zo O O Q N (1) 1 STEEL TUBE \\\ /\ c \ ® 12 vi 28 I I..0 Q BOTTOM RAIL �\ � \ 7 19 z9 \ >_ 0 � 7 I � W Lu 1s °� > z w 5' OPEN VISION METAL FENCE c 17 Q I 02NTS \� (/) \\\ 16 9 26 I Lu Lu U c 10 cc Q \ 1s G W TYP. O c \ 12 11 I z Q I x z --- z4 W Q \ E. SKYBORN DR. Q J 23 Q O \ I I I c\ I 14 d c 15 16 17 18 � 0 19 20 21 22 3 m ON � LL \ z Z \ 0 a C \\ I vi N 0 I 0 \ I u \ \ w u o — F_ Y \ c \\ I z \ E. CRESCE\O ST. I 0 g \ c \ a ENGINEERING o \ C 5725 NORTH DISCOVERY WAY 0 \ \\ BOISE,IDAHO 83713 LL m PHONE(208)639-6939 0 kmengllp.com N W DESIGN BY: GKB ' z g LANDSCAPE FENCE PLAN u 0 DRAWN BY: GKB 0 70 140 210 1 CHECKED BY: AY LL z a Plan Scale: 1" = 70' I DATE: DECEMBER 2025 0. 5 PROJECT: 24-289 a u i SHEET N0. � 0 co L4.0 0 z N a .•` �E OFID ••• ��••`�.SP••••••••�fYO''••. •• SSA Yg�, ••• *.. • v GENERAL LANDSCAPE NOTES GENERAL IRRIGATION NOTES t- i • 1. NO GUARANTEE IS MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN, OR SHOWN (7 • A'�i : 1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THIS LANDSCAPE . • !�, . CORRECTLY. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY Z. • LA-16517 • PLAN AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE ' • DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE • •• "/OS/ • CONTRACTOR. IF QUANTITIES LISTED DO NOT CORRELATE WITH WHAT IS SHOWN ON THE CONTRACTOR'S RESPONSIBILITY. �'•� ••••••• �� LIMITED TO LAN, THE QUANTITIES IHRUBHOWN OCKON THE TOPSOL�MULCHLLSE�DEOR SOD,ISEDGCNG,DANDBUT DRIPSLIN�T � `9NDSCA4�',`•• QUANTITIES. 2. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL A COMPLETE IRRIGATION ��h���������•` SYSTEM WHICH PROVIDES ADEQUATE WATER COVERAGE TO ALL LAWN AND PLANTING AREAS. 20' 20' THE WORK SHALL CONSIST OF PROVIDING AND INSTALLING ALL MATERIALS NECESSARY FOR 2. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE LANDSCAPE ARCHITECT OF AVAILABLY LANDSCAPE BUFFER LANDSCAPE BUFFER A COMPLETE SYSTEM INCLUDING POINT OF CONNECTION, PIPE, VALVES, FITTINGS, HEADS, OF SPECIFIED PLANT MATERIAL FROM COMMERCIAL NURSERIES. IF A SPECIFIED PLANT IS AUTOMATIC CONTROLS, AND ALL ASSOCIATED LABOR. THE CONTRACTOR SHALL FURNISH THE NOT AVAILABLE, THE LANDSCAPE ARCHITECT WILL PROVIDE ALTERNATE PLANT MATERIAL LANDSCAPE ARCHITECT WITH A SHOP DRAWING SHOWING THE DESIGN LAYOUT, PIPE SIZE SELECTIONS. SUCH CHANGES SHALL NOT ALTER THE ORIGINAL BID PRICE UNLESS A AND TYPE, VALVE LOCATIONS AND TYPE, HEAD LOCATIONS AND TYPE, CONTROLLER LOCATION ® CREDIT IS DUE TO THE OWNER. AND TYPE, WIRE SIZING, ETC... FOR APPROVAL PRIOR TO CONSTRUCTION. REQUIRED 3. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD UTILITIES COLLECTOR BUFFER 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK st `I PLANTINGS TO BE WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE, INC. 1.800.342.1885. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES INSTALLED WITH 4. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS. w FUTURE DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK OPERATIONS AT � >w A A CONTRACTOR'S EXPENSE. o U SUBDIVISION AND 5. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. CD a-Z AS SHOWN ON APPROVED APEX 4. PROVIDE REQUIRED SOIL EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THE 6. POINT OF CONNECTION: COMPLY WITH REQUIREMENTS OF UTILITY SUPPLYING WATER FOR FARR PRELIMINARY CONTRACT PERIOD. SHOULD THERE BE EXISTING SOIL EROSION CONDITIONS THAT REQUIRE PREVENTION OF BACKFLOW AND BACK-SIPHONAGE J PLAT MITIGATION, NOTIFY THE RESPONSIBLE PERSON IMMEDIATELY. FAILURE TO NOTIFY THE A A RESPONSIBLE PERSON IMPLIES ACCEPTANCE OF THE SITE IN ITS EXISTING CONDITION. 7. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED o PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS 5 ® ® 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS. ALL APPROPRIATE. DELETERIOUS MATERIAL SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE MATERIAL, ASPHALT, ETC.., SHALL BE REMOVED PRIOR TO ANY FILL OPERATIONS. FINISH 8, MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION III GRADES TO BE SMOOTH AND EVEN. GRADIENTS TO REMOVE LOW AND HIGH POINTS AND TO RATES WITHIN EACH CONTROL VALVE. = 1=1 1=1 1=1 I-1 I- _ _ = 1=1 1=1 1=1 1=1 III=III=III=1I II iI III l li it l li it l li it l li 11 l l-III-III-III-III =_= III-I II II Ii II I-III = S. APEX WAY - - - - - - - -III I1=1I1=1I1=1I1=1I I1=1I1=1I I III-III-III-III-1 PROVIDE POSITIVE DRAINAGE. cn l 1111I-,III_ -III„I III-III- I-III-I 1111;III- -1 IIII-I _ ______ _ _ _ _ _ =1 =111= - =1 =III-1 -1 -1 z II_I II-III-III „111„,111 III III III III III III III III III III III III III-III-III-III-III-III-III-III-III-III-III-III-III-III III 9. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER DEMAND 5 -'I�- 8' -III;III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-11 8' S' 6. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL, AS PER SPECIFICATIONS. SOIL SHALL AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON SEPARATE ZONES FROM THOSE - SIDEWALK PARK sTRIP IiI-IIIIi1111III�III�IIIiIIIiIIiI1111111 1111 111 111==„III=„ -III-III-III-III-III=111- PARK STRIP SIDEWALK BE FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN SIZE. IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. N g REUSE EXISTING SURFACE TOPSOIL IF AVAILABLE. uw Lu 7. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, 10. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO oC ~ NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS, OR OTHER FOREIGN MATERIALS AND A PH IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, 11. PRIOR TO COMMENCING WORK, CONTRACTOR TO CONFIRM PSI IS ADEQUATE TO FURNISH TYPICAL COLLECTOR LANDSCAPE BUFFER CROSS-SECTION - S. APEX WAY CONTRACTORS ARE RESPONSIBLE TO EITHER: PROVIDE APPROVED IMPORTED TOPSOIL OR, AND INSTALL A COMPLETE IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE WATER COVERAGE AMEND THE ON-SITE TOPSOIL. TO ALL LAWN AND PLANTING AREAS. SHOULD THE PSI BE LESS THAN ADEQUATE, NOTIFY ANTS THE ARCHITECT IMMEDIATELY. IN THE EVENT THAT THE ARCHITECT IS NOT NOTIFIED PRIOR 8. TOPSOIL DEPTHS SHALL BE AS FOLLOWS (WHERE APPLICABLE): LAWN AREAS-6" MIN.; TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY PLANTER BEDS - 12" MIN.; CURB ISLANDS - 18" MIN.ALL PLANTING BEDS SHALL BE FOR ANY NECESSARY REVISIONS. TREATED WITH A PRE-EMERGENT HERBICIDE. 12. WHERE APPLICABLE, LABEL ALL IRRIGATION RISERS, FAUCETS, VALVE BOXES, AND VAULTS 9. FINISH GRADES FOR LANDSCAPE AREAS TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE WITH DURABLE TAGS CARRYING THE WARNING "DANGER-UNSAFE WATER OR NON-POTABLE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. SLOPES FOR TURF AREAS SHALL NOT WATER." EXCEED 3:1. z 10. PRE-EMERGENT HERBICIDE SHALL BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS 13. INSTALL ALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE ELECTRIC CONTROL AND QUICK COUPLING VALVES IN GROUND COVER/SHRUB AREAS, 6" TO AND SHALL OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TO INSTALLATION OF PLANT MATERIALS AND MULCH. 12" AWAY FROM EDGE OF PAVEMENT FOR EASE OF ACCESS. 11. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR 14. PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A COMPLETE UNIT PRODUCED BY A SINGLE TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING ACCEPTABLE MANUFACTURER, INCLUDING HEADS, VALVES, CONTROLS, AND ACCESSORIES. 25 LANDSCAPE BUFFER CONDITION. 15. A MIN. OF 4" POP-UPS ARE TO BE USED IN ALL LAWN AREAS. DRIP IRRIGATION TO BE 12. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PORTION USED IN ALL PLANTER BEDS. OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND 16. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO SIZE CIRCUIT PIPING. WATER VELOCITY IN A TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING. ALL PIPES SHALL NOT EXCEED FIVE FEET PER SECOND. MINIMUM PIPE SIZE TO BE 1". U 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL ROADWAY, PARKING, c THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR AND WALKWAY SURFACES. EXTEND 6" MINIMUM BEYOND SURFACE EDGE. IDENTIFY ENDPOINTS I NOT IN HEALTHY CONDITION IMMEDIATELY WITH COMPARABLE SIZE AND SPECIES AT NO COST OF SLEEVING. LLJ TO THE OWNER. �.. 18. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD SURFACES NOT PROTECTED BY A L m 14. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER VERTICAL CONCRETE CURB SHALL BE PLACED 18" FROM THE EDGE OF THE ROAD SURFACE. J MANUFACTURER'S RECOMMENDATIONS. Q J 19. WHERE APPLICABLE, CONTRACTOR IS RESPONSIBLE TO PROVIDE 120 VOLT POWER AND ALL O z 15. CONTRACTOR'S MAINTENANCE SHALL INCLUDE: REQUIRED CIRCUITS FROM THE ELECTRICAL PANEL TO THE IRRIGATION CONTROLLER. SIZE z t. I O WIRE AND CONDUIT AS REQUIRED. Q • PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE J 1=III=III=III= L ® �Q ® INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND 20. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING IRRIGATION COMPONENTS DAMAGED 0 Lu III=III=III-III-III-III=III=1 - DISEASE UNTIL FINAL ACCEPTANCE BY OWNER. AS A RESULT OF NEW CONSTRUCTION, INCLUDING ADJACENT PROPERTIES. REPAIR INCLUDES -III=III=III-III=III=III=III-III-III=III=1 - BUT IS NOT LIMITED TO PIPING, VALVES, HEADS, DRIP COMPONENTS, CONTROL WIRES AND - _ _ _ = I-III-III=III=III=III=III=III-III-III O III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= _ _ _ _ = III=III=III=111=111 S. LOCUST GROVE ROAD EQUIPMENT, AND SLEEVES. IF APPLICABLE, IRRIGATION CONTRACTOR SHALL ENSURE THAT THE _ _ _ _ _ _ _ _ _ _ _ -III-II-11I-11I- = = = =I =I =I I=III-III=11I . III=111=III=III=111-I1=III-III-III=III=11-11- - - - - - - - - - • RE-SET SETTLED PLANTS TO A PROPER GRADE AND POSITION. _ z z -1 I I-1 I-1 -1 -1 -III;III;III III III III -I 11=111=111=1 n=1 I I=III=III=1 =1 =1 "-' EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING W 10' 8' RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND REMOVE AND REPLACE DEAD CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER THAN EXISTED > Q SIDEWALK PARK STRIP MATERIAL. PRIOR TO THIS PROJECT. Q _ z • TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED ONLY IF ORIGINALLY NEEDED. 21. CONTRACTOR SHALL REPLACE AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED m 1 W < DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO z MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING THE COARSE OF CONSTRUCTION. D O Z Ln • CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOMES 22 LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DISCREPANCIES BETWEEN DESIGN V) Q DC O BNTS TPICAL ARTERIAL LANDSCAPE BUFFER CROSS-SECTION - S. LOCUST GROVE APPARENT AND WEATHER AND SEASON PERMIT. DRAWINGS AND ACTUAL SITE CHARACTERISTICS. CONTRACTOR SHALL FIELD VERIFY ALL �_ U INFORMATION PROVIDED ON DRAWINGS. CONTRACTOR SHALL STOP CONSTRUCTION AND CONTACT THE OWNER IMMEDIATELY FOR FURTHER DIRECTION IF DISCREPANCIES OCCUR. Lu Lu 2 � 23. UPON COMPLETION, AND PRIOR TO FINAL PAYMENT, THE IRRIGATION CONTRACTOR SHALL PROVIDE A 5 LJ NEAT AND LEGIBLE AS-CONSTRUCTED IRRIGATION PLAN, AN OPERATION AND MAINTENANCE MANUAL, ` W a- AND UP TO (8) HOURS OF ORIENTATION AND/OR TRAINING FOR THE OWNERS MAINTENANCE AND = U OPERATIONS STAFF. Q 0 24. THE ENTIRE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF IT'S ACCEPTANCE. REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR SHALL BE O cn Q COMPLETED PROMPTLY BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. z Q 20' 20' 40' 25. CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST TO THE OWNER, SPRING START UP AND x z REQUIRED LANDSCAPE BUFFER LANDSCAPE BUFFER MCBIRNEY LATERAL EASEMENT WINTERIZATION DURING THE GUARANTEE PERIOD. W COLLECTOR BUFFER J PLANTINGS TO BE INSTALLED WITH � ACHD LANDSCAPE NOTES Q DEVELOPMENT OF �� q� INDIVIDUAL LOTS 1TREES SHALL NOT PIPE, BE PLANTED OR WITHIN HE 10' CLEAR ZONE OF ALL ACHD STORM -4 DRAINSTRUCTURES, FACILITIES. 4 a I 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE o N. �a w CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. cO w 3. ALL TREES SHALL BE PLANTED A MINIMUM OF 5' FROM ALL ACHD CURBS AND/OR ATTACHED SIDEWALK, UNLESS PLANTED WITHIN THE PARKSTRIP. ALL TREES PLANTED IN Q PARKSTRIP SHALL BE CENTERED. z z Z o 0 N � III=111=111-111-111-111 - III-III-III-111-111 - - - E. CRESCENDO ST. E. CRESCENDO ST. _ _ _ _ _ _ _ = -III-III-III-III=III=III=III=III=III=111=III-III-III-III-III=11= _ _ _ _ = III-III-III-III-III-III=III=11 g 11=1=III=I=1I1=1I1=1I1=1I1=111 1I1 1I1 1 1= III -III-II1-1I1-II1-1I1-111-1I1-1I1-1I1-1-III-III - -I -III _ _ 11411-I I I-1 I I I I=1 I I-1 115E I 1=111=111= I_I I I III,-�=I I----_----------------_-_-_-_-_-___-_- -���-���-�11 o - -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- _ -III-III-III 5' 8' =1 I=I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I 1=1 1=1 1=1 1=1 1=1 1-1 III III III III III III III 1= 1= " =1 I I_I III III;III 11 11 II II II II II II II II II I 1=''' GR10, AVEL o SIDEWALK PARK STRIP 8' 10' 0 PARK STRIP SIDEWALK PATH Z 0 3cr g a E N G I N E E R I N G cl TYPICAL COLLECTOR LANDSCAPE BUFFER CROSS-SECTION - E. CRESCENDO ST. 5725NORTHDISCOVERYWAY 0 NTS BOISE,IDAHO 83713 LL PHONE(208)639-6939 0 gkmengllp.com W Z DESIGN BY: GKB ' DRAWN BY: GKB0 CHECKED BY: AY A/ °u DATE: DECEMBER 2025 0. 5 PROJECT: 24-289 a SHEET NO. co L4.0 0 z N a REMOVE DEAD/ DAMAGED '%s.% $ D OFI o," BRANCHES AND PRUNE TO �•� Q.� •9� ��0 INTERNATIONAL SOCIETY OF :•• •s SSAYg•••�O �•�• ARBORICULTURE STANDARDS; REFERENCE % *• �A � 'G:* IMPROPERLY PRUNED TREES IMAGE • • p (AS DETERMINED BY THE r : ; • p LANDSCAPE ARCHITECT) SRI VICTORIAN c7 r p p p SHALL BE REMOVED AND EDGING COLOR BLEND : • ¢ TECHNISEAL RIGID PLASTIC • • (2)-BVC WOOD TREE pp p OR APPROVED EQUAL. INSTALL ••• '• ,• G p REPLACE. ' • ` STAKES(MIN. 6' HT) p p • LA-16517 � TRUNK FLARE. LOCATE PRIOR PER MANUFACTURERS A �•• l /O•/• e4••%% Jv CHAINLOCK pp pp p TO PLANTING. FLARE SHALL RECOMMENDATION. sc TREE TIES p p BE VISIBLE AFTER PLANTING. �����all����' , MI MULCH PER PLAN KEEP 1/4" RADIUS, TYPICAL 3" MIN 1"-2" AWAY FROM TRUNK FLARE CONCRETE PAVER FINISH GRADE TURF BELGARD CATALINA GRANA 3 ROOT— 1 3" HT. WATERING BASING PATTERN MULCH PLANTER T BALL —11 DEPTH o BERTILIZER TABLETS —III IIIIII=III " GAP MAX WITH TURF 8" BEDS — —III—III— SPWC FILLER PERPER W -I II —III I FOLD BACK BURLAP FROM I III=III=1 I11I -�PAVERS 1 1 I 1 I i I 1 TOP OF ROOTBALL. = WIDTH VARIES ROOT— REMOVE WIRE BASKET. FINISH -III III III III I ... 6" BASE COMPACTED SEE PLAN. , ,.. _v. . . . . . _ NOTE: REMOVE TREATED BACKFILL SOIL MIX GENTLY _ NI= III III TO 95% 6"X3" OR SYNTHETIC BURLAP BALL PACK BACKFILL USING WATER GRADE 11— _ - COMPLETELY. REMOVE WIDTH TO SETTLE SOIL AROUND PER DETAIL �! v II 1= i ANY SOIL AND/OR ROOTBALL 6"X6" o �—III III= MULCH AWAY FROM 8" MIN PLANTING PIT 8" MIN ROOTBALL ON UNDISTURBED 1" SAND LEVELING COURSE 6"X TREE CROWN AFTER 9" —III- - PIT SHALL BE A MIN. 2 TIMES WIDER SOIL FINISH — I — — 1=� _ —1 = INSTALLATION. INSTALL 6" BEYOND EDGING. GRADE III- III—= II = — TOPSOIL MIN. N ROOTBALL T E AND A 3 TIMES WIDER NOTES: AT FINISH GRADE. DEPTH SHALL BE 1. 1. 3 PIECE MODULAR PAAVER "CATALINA GRANAN" BY BELGARD OR APPRVOED v) CUT EDGE SAME AS THE ROOTBALL. EQUAL. z NOTES: 2. 2. COLOR OF PAVER TO BE SRI VICTORIAN BLEND OR APPROVED EQUAL. 0 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED 3. 3. INSTALL WHERE SHOWN WITH CONTAINMENT EDGING PER MANUFACTURERS N_ STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL RECOMMENDATION. ui STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. Lu ~ SHOVEL CUT EDGE DECIDUOUS TREE PLANTING AND STAKING DETAIL PAVER DETAIL 03NTS 04NTS 05NTS 48"-52" LOING 0 z y:. �.�.-- ♦r ��t, ._r. FINISHED GRADE o D - w I I=III—�=III1�1=III=III=I�I=I 11=1 I I=III=�=1 I I=�I z z N ��� =1IIIIIII 11 IIIII 11IIII =1 I= Q 1 1 I= III II I-- =II1 z _ _ _ _ _ _ _ _ _ _ O 00 = NATURAL STONE �- -�—I�(- BENCH SMOOTH GUILOTINE l I I I I I I I I I I I I I I I I I I I I I I I—( I ( I I I I z CUT TOP WITH =III=III=III=IIIIIIIII=III=III=1 I11 =1 I- ROUGH SIDES AS > W Lf) SHOWN. 0 C J 1 w Q NATURAL STONE BENCH REFERENCE IMAGE SEATING AREA REFERENCE IMAGE BOULDER INSTALLATION DETAIL z > o NTS NTS NTS Q O w 0 C� Q Lu Lu C 0 c W Q a— J Q O cn z 0 x z Q m a m LL S z z 0 z V N O N e-I u J I� 0 'w O K 0 z a a ENGINEERING 0 z 5725 NORTH DISCOVERY WAY m BOISE,IDAHO 83713 LL PHONE(208)639-6939 0 gkmengllp.com W Z DESIGN BY: GKB ' DRAWN BY: GKB0 CHECKED BY: AY A/ °u DATE: DECEMBER 2025 0. 5 PROJECT: 24-289 a SHEET NO. co L6.0 0 z N a