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CC - Construction Drawings SS�ONAL fN ENSFDc�y W APEX SOUTHEAST SUBDIVISION NO , 3 N �, �i 860 0 N T R T I N PLANSo TF of CO S UC O MERIDIAN , IDAHO E.LAKE HAZEL RD. � MERIDIAN, Digitally signed by IDAHO ®�® Lachlin C Kinsella, P.E. N Date: 2021.07.12 a APEX SOUTHEAST LOCATION MAP 09:58:25 -06'00' �w SUBDIVISION NO. 1 W Lu w Q a w w a PROJECT w E. SPIRE ST. a 0 50 100 200 300 w w a VICINITY MAP w Plan Scale NO SCALE a Ln w z I 0 w LLI W a E. BINGLEY ST. 1-- ;",z, #303 77 US- Lu N Q < INDEX OF DRAWINGS vi u Q vi a SHEET NO. SHEET TITLE SHEET DESCRIPTION C1 .0 COVER SHEET w E. AMBITION ST. C1 .1 NOTES, ABBREVIATIONS, LEGEND W C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN z W C2.0 ROADWAY IMPROVEMENT PLANS SHEET INDEX 26 w APEX SOUTHEAST C2.1 ROADWAY IMPROVEMENT PLANS E. ADVENTURE ST. PLAN AND PROFILE a. w 25 SUBDIVISION NO. 2 C2.2 ROADWAY IMPROVEMENT PLANS E. ADVENTURE ST. PLAN AND PROFILE C2.3 ROADWAY IMPROVEMENT PLANS S. STEEPLE AVE. PLAN AND PROFILE w 24 w APEX SOUTHEAST BLOCK 3 50 C2.4 ROADWAY IMPROVEMENT PLANS S. CAPTTONE AVE. PLAN AND PROFILE SUBDIVISION NO. 2 23 43 44 45 46 47 48 C2.5 ROADWAY IMPROVEMENT PLANS S. CAPSTONE AVE. PLAN AND PROFILE E. ADLER HOF ST. PLAN AND PROFILE w 49 51 C2.6 ROADWAY IMPROVEMENT PLANS S. CADENCE AVE. PLAN AND PROFILE w 22 C2.7 ROADWAY IMPROVEMENT PLANS E. VIA ROBERTO ST. PLAN AND PROFILE M W E.ADLER HOF ST. E. ADLER HOF ST. 52 C2.8 ROADWAY IMPROVEMENT PLANS E. VIA ROBERTO ST. PLAN AND PROFILE C;w 1 z O7 21 C2.9 ROADWAY IMPROVEMENT PLANS E. VIA ROBERTO ST. PLAN AND PROFILE S. PEAK AVE. PLAN AND PROFILE z W 15 � O2 14 53 C2.10 ROADWAY IMPROVEMENT PLANS SIGNAGE AND STRIPING PLAN O w = O8 BLOCK 13 20 C2.1 1 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN 54 C2.12 ROADWAY IMPROVEMENT PLANS STREET SECTIONS Q W w O9 19 Lu w 0 W a_ > 13 > w O4 12 w uj C3.0 GRADING IMPROVEMENT PLAN = Ln -1 10 18 o z 55 C4.0 STORM WATER IMPROVEMENT PLANS (/') z w z BLOCK 12 w a BLOCK 14 z Lu Q Q Lu v 50 11 u C4.1 STORM WATER IMPROVEMENT PLANS DETAILS Ln C) > w vi vi 11 17 v; vi Q 56 C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE W a W �U w 11 12 16 O 10 C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE 2 C5.2 SEWER IMPROVEMENT PLANS ALIGNMENT "C" PLAN AND PROFILE O w C5.3 SEWER IMPROVEMENT PLANS ALIGNMENT "D" PLAN AND PROFILE w 9 8 58 C6.0 WATER IMPROVEMENT PLANS W w 30 E. ADVENTURE ST. r 59< . C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS Q Lu } > O 33 .w C7 1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS a a 31 BLOCK 11 Lu BLOCK 3 N w Q 62 60 L1 .0 LANDSCAPE COVER m � a 34 35 36 37 38 39 40 41 69 68 67 66 65 64 63 61 o w 32 avi — — L2.0 LANDSCAPE PLAN vi 29 " ��Q e4\ w L3.0 LANDSCAPE PLAN o #300 a I / \I : . . z - - - - - w 7� E. VIA ROBERTO ST. a'I O Z a U 0 o a N N z r W O Y TA�T U Z LEGAL DESCRIPTION E �pAMO E N G I N E E R I N G Q A PARCEL OF LAND SITUATED IN A PORTION OF GOVERNMENT LOT 4 AND THE SOUTHWEST Pubk 5725 NORTH DISCOVERY WAY 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M., II rb bepwbnent BOISE,IDAHO 83713 o CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 D I G LI N E Dedp &Oouwcdon buppClkmWSpeoffim ono PHONE(208)639-6939 ILL kmengllp.com 0 o THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ■ N BENCHMARK CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT CONTACT INFORMATION ■ ■ DESIGN BY: LCK W 9 PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT ■` DRAWN BY: LCK > 300 O 683033.672 24591 17.746 2737.921 1/2" REBAR BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP ■ ■ CHECKED BY: LCK O Z ACHD COMPLIANCE 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY DATE: JULY2021 Or_ b 301 O 685276.862 2459090.992 2738.864 1/2" REBAR MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 a— THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD PHONE: (208) 639-6939 CONTACT: ZACH MEYERS PROJECT: 21-025 Z 302 O 685611.968 2460454.515 2747.154 1/2" REBAR PHONE: (208) 378-4000 FAX: (208) 639-6930 o POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO FAX: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. ■ SHEET NO. 0 303 O 684138.517 2460525.836 2743.179 1/2" REBAR LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN EMAIL: zme ers®bri htoncor com ■ WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: y g p EMAIL: Ikinsella®kmengllp.com ■ N "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." ■ O 0 O • NONE z CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S��NAL fN s c, STANDARD NOTES FOR REVISED 3/1/18 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM AND THE ACHDT EDITION OF THE SUPPLEMENTAL SPECIFICAT IONS.ARDSEXOR PUBLIC TO DISTRICT CCONSTRUCTION S RUCTION CO - CLEANOUT OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS E - EASTING PC - POINT OF CURVATURE 6860 GENERAL CONSTRUCTION TANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL ELEV - ELEVATION PI - PRESSURE IRRIGATION DISTRICT. CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. - - 7112121 EP EDGE OF PAVEMENT PS PRESSURE SEWER so 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR � � Q 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY -y 9T Q v PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.orq FLG - FLANGE R - STATION OFFSET RIGHT C� F Of CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN N C• K THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE)I FAILURE TO HAVE SITE, IT COULD BE GROUNDS FORA "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL PRIOR TO START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD a REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED 0 EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT LEGEND AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. GENERAL CONSTRUCTION NOTE NO. 1. .8 UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT BOUNDARY LINE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING # NUMBERS) FOR DETAILS. PHONE 800 TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. A DAMAGES BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AN DLL AMAGES TO EXISTING UNDERGROUND UTILITIES. - - 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE OFFSITE BOUNDARY LINE cn 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE z WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES NO "TOLERANCES" ALLOWED. - - SETBACKS _O FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT N DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE - ROAD CENTERLINE j LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER LOT LINE LINE WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM APEX SOUTHEAST SUBDIVISION NO. 3 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF RIGHT-OF-WAY LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT FINAL PLAT. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 7, THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. p FOUND 1/2 INCH REBAR 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE NO-CHARGE RIGHT-OF-WAY PERMIT. Op FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 9• THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE DRINKING WATER SYSTEMS (IDAPA 58.01.08 " AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR ACHD POLICY MANUAL. E ) ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOT NO. 1. AT THE CONTRACTOR'S EXPENSE. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 0 CALCULATED POINT REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A PROPOSED IMPROVEMENTS DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN TRAVEL LANE. ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS S SEWER LINE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS THE REQUIREMENTS OF THE 404 PERMIT. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE CRITICAL FACTOR. W WATER LINE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE SD STORMDRAIN LINE ROUGH GRADING PLAN. PI 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. TRAFFIC CONTROL NOTES PRESSURE IRRIGATION LINE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY SEWER MANHOLE FROM ALL BUILDINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL wv AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING DEVICES" FOR STREETS AND HIGHWAYS. WATER VALVE PUBLIC WORKS INSPECTOR CONSTRUCTION. 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ® WATER METER SEWER APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST ITEMS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF FIRE HYDRANT M . 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. REQUEST OF THE AGENCY AND/OR THE ENGINEER W / SINGLE WATER SERVICE Q 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM Q DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER GRADING NOTES THE EDGE OF THE TRAVEL WAY. W DOUBLE WATER SERVICE z z MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. � DRAINAGE ARROWS Lu THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR / I� DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION ACTIVITY WITH THE EPA. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE z v 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 0 U-11 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS FOR PUBLIC SAFETY. _j SHALL BE A MINIMUM OF SIX 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL ( ) AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS 0 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE \ _ Ln CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO s s s SANITARY SEWER LINE / z (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ANY CONSTRUCTION. - Q 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO w W WATER LINE 0 0 O 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. m CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF G G G GAS LINE D z Q PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER Ln ROADWAY GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES -OP-OP- OVERHEAD POWER LINE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY - CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO GI Gl GRAVITY IRRIGATION LINE Ln 0 U I VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). _ 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. G SEWER MANHOLE W m PIPE ZONE. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLANS. WATER VALVE = uj m PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS m 5 PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES WATER METER (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC Ln BEING CONSTRUCTED. RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE SUBGRADE, AL ENGINEERING STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. FIRE HYDRANT CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE � L1J 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE Cob POWER POLE (/) ENGINEERING REPORT. x 0 THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DEMOLITION NOTES FROM DEQ PRIOR TO ANY DEWATERING. [I] POWER BOX 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE 0 z DRAINAGE EP EP EDGE OF PAVEMENT INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". Q FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION CONSTRUCTION. Ec Ec EDGE OF GRAVEL AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND a REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS X BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC N 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. DURING DEMOLITION AND REMOVAL OPERATIONS. Z 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 2645 - EXISTING GRADE CONTOUR a MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE E 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF 2 FINAL ACCEPTANCE. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR z 9 REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC 0 COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. Z REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE o PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. U 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE o CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. a 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. Ln N UTILITY NOTES 12 CONSTRUCTION. O SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO z w 0 Y 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE U Z IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G 3 A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY REGION (334-2190). BOISE,IDAHO 83713 0 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639-6939 LL w SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com z COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 0 N DESIGN BY: LCK W 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE N ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: LCK \ Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC 0 TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK o FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC DATE: 1ULY 2021 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 21025 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION Z OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. Q ° THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. . 0 N O a z SHEET NOTES AL 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. SS\\ ENSFNG//L KEYNOTES 6860 ® � s� 7/12/21 o Q 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND �C, qTF OF pP �Iv PAVEMENT PATCH PER ISPWC SD-303 AND ACHD C K�NS REQUIREMENTS. 2. RETAIN AND PROTECT EXISTING SEWER SYSTEM. 3. REMOVE WATER—TIGHT PLUG AND CONNECT TO EXISTING SEWER MANHOLE PER THE SEWER IMPROVEMENT PLANS. W I t i \ I II 4. REMOVE SEWER CLEANOUT AND CONNECT TO EXISTING > I \ I I 1 I I I PIPE PER THE SEWER IMPROVEMENT PLANS. W m I I I Q Ism 5. RETAIN AND PROTECT EXISTING WATER SYSTEM. w — — — — — — — — — — — — — — — — — — — — — — — — — — — W I I S o 5 / I I 6. REMOVE BLOW—OFF AND CONNECT TO EXISTING WATER 1u OD U) U) Ul V) U) U) N N UI N U) (n N II I I Q 5 J SYSTEM PER THE WATER IMPROVEMENT PLANS. o — I a"w "W S"W a"W a'W "W 8"W 8"w 8"W = 8°W 8" 8"W 8"W 8"W 8"W S"W 8'W _ C 5 a"s a"s a"s a"s a"s a"s s s"s $"s a"s s"S s"s s"S a"s a"s s"s s"s s"s s 7. REMOVE TEMPORARY GRAVEL ACCESS ROAD. E. AMBITION ST. 3 3 I cl� 1 �~ 8 SYSTEM AND PROTECT EXISTING PRESSURE IRRIGATION I4„Pi 4"PI 4"PI / N II 9. REMOVE BLIND FLANGE AND CONNECT TO EXISTING PRESSURE IRRIGATION GATE VALVE PER PRESSURE IRRIGATION IMPROVEMENT PLANS. I 3 I 00 - I I I 14 4 I I II I s 10. RELOCATE POWER LINES AND POLES. CONTRACTOR AND cn 4 6 �_ DEVELOPER SHALL COORDINATE RELOCATION WITH IDAHO Z I I I I I APEX SOUTHEAST POWER. O I I I 14un II 11. REMOVE EXISTING OPEN IRRIGATION DITCH.SUBDIVISION NO. 2 Lu 15 I I I Lu :2I v I I d � \ I I 12. REMOVE EXISTING GRAVITY IRRIGATION PIPE. Co II I I I I II 13. RETAIN AND PROTECT WATKINS DRAIN. 4 PI 4"PI 4 PI 4'P 4" ' I 4 PI PI 471 PI I C I 4 1 ri 4 NI 4 1 4 HI 14. RELOCATE OR REMOVE AND SALVAGE ROAD AND SIDEWALK TERMINUS SIGNS TO OWNERS. II I I Co s l 9 �d I I I 8 \ I 15. RETAIN AND PROTECT STORM DRAIN IMPROVEMENTS. 0. II \ w I II (n I I \ I kL s �� o W I I Id \ � z W II I \ N s I,.G, I Id I I \ � v rn / N n n n a \ \ 11 I _d S a,w 8"W ` a,W a„ a,W u : O I E.ADLER HOF ST. I� II o a„S 8"S 1 a„S a„ _a„S 5 I \ \ o \ m1 / o - - - - - - 1 I - - - - J — I N � „ i a"Pi � — 15 \ z 9 N� + m m J �� I I \ 14 — 14 \ I I I \ s 4 6 \ f� W I I I \ 14 \ z \ \ 0 O O II I m — Ln Co \ z W I i li w i \ m l i S o O O I I v II I \ 1 I m l — I � I w � I LEGEND O= w Q DITCH REMOVAL 0 Q 10 I I s I APEX SOUTHEAST \ I I m 0 m m - o III I � i N I SUBDIVISION NO. 2 I I I z W I� I I / I � I $ \ �„ z Q o I Q N o l o l 11 w ( ` m 0 60 120 180 N z Cn Plan Scale: 1" = 60' Q ID m — n = S I W — ol LU ~ IN ` C) W I I Qp I z II I I \ O I\ s N 0 II I I I m X w , I � � \ Lu z N I CL \ I � N 5 I S 1 \ N� I X : 7 W 12�W —EG 12„ f \ o LLJ I I as, II S E a S EG a„S EG a„S ✓ — 6 9 �J 14 � I 2 I I z ,� N LA 7 3 O 125H ILL U / D I \ 14 I r'� 1 Q I W 1 1 ) U) off I Cuj DI I H m � I z wV o I I 2 � I I N � / ENGINEERING I ~ / 5725 NORTH DISCOVERY WAY o f \ � w m m _ BOISE,IDAHO 83713 O zI0 12" CMP INV: 2734.51 \ I Q 0 / I I PHONE(208)639-6939 LL 10 I Q / �\ kmengllp.com Q o - -�/- -� 5 c) 12 I m \ I / o DESIGN BY: LICKLJJ 12" CMP INV: 2734.86 \ PROJECT BOUNDARY 12 DRAWN BY: LICK ,3 EG —�, � 13 � _� � � L � \ CHECKED BY: LICKO OP==�o _ _ — — —_=�P _�EWATK I N S D RAI N --`CBE_ Vie— �F — _ E T@E —_ — — — — — _ _ _ PROJECT: 21 025 QP —TOE TOP T6� ? c� TOR— Tom— T6� —T0� TO>r— T0� —TOIs - T�— -TO7 —TO —T� —tui OP 7II� T0� o �' 12" CMP INV: 2735.44 I SHEET NO. Q — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N I/ x 12" CMP INV: 2735.75 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C1.2 O �I I I 12 PVC INV: 2736.16 N V. a 41 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD �SS�CNAL fNc� NOTES. ENS Y 0 60 120 180 F B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. Plan Scale: 1 = 60 6860 C. SEE SHEET C2.11 FOR STREET LIGHT PLAN. 7112121 �o D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREET '9C� 9TF OF SECTIONS. ti��N C. K�N�' E. SEE SHEET C3.0 FOR LOT GRADING. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO (L 1 I I I I w I I I $o TOLERANCES WILL BE ALLOWED. I I I I I > I I I g m G. ALL STATION AND OFFSET LABELING RELATED TO EACH a- I I I Y I I I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ~ N I I I I w I I I ALIGNMENT. w I I N I I $o H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE o - - - - - - - - - - - - - - - - - - - - - - - - o / I RIGHT-OF-WAY PERMIT. w I : I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS o \ E. AMBITION ST. CONTACT ACHD INSPECTION FOR VERIFICATION OF CO7 I o / COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. w r a w I - - - J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. - - - - - - - - - - - - - - - - - - - - - - - - - - - w w o I I I N• 26 'I z 1 L r) , I I APEX SOUTHEAST O w W I I I I N I SUBDIVISION NO. 2 r I I I I I W a � I I I I I • I w I I 24 II- NINNIN � W I 50 W I I I I I BLOCK 3 23 iCA I 43 44 45 46 � � 47 48 0 w � w I I I I I 1 z I I I w a I 1 I 22 I - - - - - - - - - - wI — — — — — — — — — — — — — — — I — — — — e 1 "GI g, o E. ADLER HOF ST. a ■ 1 E. ADLER HOF ST. N I Iir \ 52 — — — — — — — — — — — — — — — — — W w I II —® Ii O 21 I W w I I I I I I I 53 N ® 0 r Q I I I • ' I • BLOCK 13 I I ' I z J w w I i I 14 I,t i 14 O3 13 I O o f I i I ' I i 54 Ln O z a I I > I O 19 I LLi = W w W I = I I > I I.. > a I Q APEX SOUTHEAST I . a a Q O LX I w w I SUBDIVISION NO. 2 13 I . a I 1 I Lu o O 12 z m — p w a� I I �, I I Fw- I I I a t l 55 z I I I I' N . I 10 18 I, < I I O `� Q Lu BLOCK 12 I f l BLOCK 14 I .• I L Q OL w w I I I I. I I Lu � c=n a w I 12 W M I 11 I I 17 I d- I s to I = N w W I I Is I oo ! i U I I I°j U I O 11 I I I I I' Ln 0 II u NNE W i I I I I 12 I , I 16 � , I I I • I � � w � I � � � DC b I 57 Q ' I I I I • � �' I I I I r I a I I I I � .I 13 15 0 � I I• x I �oW I ®: - - - - - - - - - - - - 9 -- - I - - - - - — I — - - - - - I - - - - - - - 8 - - - - - - - / 7!1 f 58 z I W F I I I ^ a - o a I I I 30 \ C �_12"SD 12"SD 12 D 15"SD 12" 12"SD C 2 2 9 w I ~ I I \o E. ADVENTURE ST. j 59 z I W I I � ✓ � �� 0 oI - - - - - - - - - - - - - - -- - - - - - -- - - Q - - - — - - - - ' - - - - - - - - - - - - - - - - - v I I 33 I• N • I U > I 31 BLOCK 11 I L BLOCK 3 62 60 O W i j I i 34 35 36 37 38 39 40 41 I (y Q I 69 68 67 66 65 64 63 61 oW I a I z _ O Y I �; I •I 29 32 I U „' U W I I I m / � s I I / � � ENGINEERING � I— � 9233 WEST STATE STREET o I I r - - - - - - -, / BOISE,IDAHO 83714 Q o a I II - - - - - - - - - - - - - - - ® - - -- - - - -- - - - - - - -- - - - - - - - - - -�.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 PHONE(208)639-6939 LL a w I 18 s o r, l kmengllp.com 0 _ _ _ _ _ _ _ I I 7 Q C� r DESIGN BY: LCK \W C2 ■ / �� ■V �� ■ J a� ` DRAWN BY: LCK / :G EG I ICI E. VIA ROBERTO ST. EPA CHECKED BY: LCK O IF o 07� TOP— —T r TOE — — — DATE: DULY2021 TOES 2 GI — -0� — — ��— — — �-0E— — — -OE — — =E— DOE— — — �— — TAE l r IOE— — —T�— — —TQE — — —TOE —T� — _�01 _ -�0_� — —_�O>`_—_—_�0_� — — _TOI — — �E---�6E— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ =TOE — —7�— — — — — — — — — — -025 21 — z )P TOP aTOP ET�R— TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP — — —TOP TOP- TOP TOP TOP TOP TOP TOP T6P —TOP TOP — — — - P T: EG SHEET NO. U _ N O N O a z SHEET LEGEND \rjNAL f *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION S \OENSfO%Y I APEX SOUTHEAST I STA., OFFSET SIDE I 11 I I I I I I SUBDIVISION NO. 2 s I SEE ROADWAY PLAN 12 I ° I 16 1.50% FINISHED GRADE SLOPE 860 J' Q _ 7/12/21 �p SHEET C2.3 I I 11 GRADE BREAK of y��N C. K�NS w wv w = I I I I I ---- --- - -- SAWCUT LINE w N I ° O I I vi i BLOCK 12 SEE DETAIL SHEET C2.12 LL; I BLOCK 13 I s° I > I 0 I ° I CIVIL ACRONYMS 37.1 f MA I 137.3± MA 10 38.31 LIP/GB I w 38.69 GB I 13 I �� I 15 +12.74, 16.52'R J O IN ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 12 SD +35.62, 0.02'R +28.92, 20.82'L w I ° I I to I +94.43, 16.50'L FOLLOWS: 37.2t MA /� Lu I 39.19 PRC I 38.76 PT Lu +35.92, 16.50'L /"'� ° +74.34, 14.75'L I I° I STA. - ROADWAY STATION FROM CENTERLINE 37.18 PT I �^ I 38.74 PT 39.11 PC I I I CL - ROADWAY CENTERLINE o +21.44, 16.50'R g I 37.59 PT/GB +O 38.45 PC I 39.33 TOC 38.88 PRC PC - POINT OF CURVATURE 2 +00.00, 16.50'L +00.00, 16.50'L +13.49, 16.50'L I +86.49, 16.50'L +67.31, 16.50'L I v� +82.40, 14.75'L PT - POINT OF TANGENCY m � +83.87, 17.17'L i ELE. - ELEVATION 37.25 POC ° s ,\ �MM O U_,)" I 39.02 GB 39.05 FL V 39.03 PC L - STATION OFFSET LEFT \ 9 +75.37, 13.00'L+35.47, 16.50'R \ , - - - - - _ - __r- - - - - - - - - - - - - - - <1 \ - - - - - -57.31, 16.50'L - - - 83' - -3971GB - - - - - - - - I R - STATION OFFSET RIGHT + 87, 12.17'L- - - - _ _ _ _ _ - \ ° s TBC - TOP BACK OF CURB s 3 s s s s ° 3 39.10 CL GB°° ° °°s° ° +28.37, 13.00'L �` 3 s \ s / +57.31, 0.00' �o ° <� � w N RIM - RIM OF STRUCTURE \ 39.72 CL/INT/GB Z LIP - LIP OF GUTTER O �° 0, 6 +28.37, 0.00'L U MA - MATCH EXISTING 37.09 POC \ \ \�S39 / \ p 42% 9 ��`O 97q SW - SIDEWALK \ �/ "" "" EP - EDGE OF PAVEMENT vn +54.53, 15.67'R \ 0 2 0.40% 0.40% 2 0 �n 1.44% 2 J z \° 10+�00 f 11+00 12+00 13+00 f 0.87% 14+00 2 1 15+00 w FL - FLOW LINE O 37.11 FL \ `V - `V �� - ~ � - Aso_ TOC - TOP OF CONCRETE 30 - - + 7�s D �zus� - 1rsD=� s� �� Z w v� +56.85, 15.67'R 7 b\ x U'- `� HP - HIGH POINT / o E. ADVENTURE ST. 0 4 1 0, g°l ?7 38.77 CL/GB 37.49 SW / 0 2 2 0 5 �5 �9 �0`�° +94.43, 0.00'L U 2 CR - CURB RETURN w +57.76, 24.47'R I \ \ IN N CURVE N N b� � (/� INT - INTERSECTION � R201 2 Q w - PRC - POINT OF REVERSE CURVE 4 � N a (0• �° 3 ° ° ° ° 3 �1 I s 4 a 3 s ° C w - ° c SHEET NOTES - - - - ° ° - - - - - - - - - - - -�' ° _ ° G 37.68 CL/PT/GB 38.08 CL 38.53 CL 38.68 CL/INT 38.82 CL 38.69 GB 37.46 POC I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +00.00, 0.00' +00.00, 0.00' +13.49, 0.01'R +49.98, 0.00' +86.49, 0.00' ° °39.17 LIP/GB +94.43, 16.50'R NOTES. 33 +74.33, 16.50'R 38.45 38.74 39.02 GB +97.61, 18.16'R 4 a 37.59 PT/GB m 0 37.99 ° 37.19 FL +00.00, 16.50'R ~ w +00.00, 16.50'R +13.49, 16.51'R +86.49, 16.50'R +57.31, 16.50'R I I 38.97 B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. a +72.14, 15.67'R o 1 39.07 31 o +89.43, 16.50'R 37.56 SW I � +62.31, 16.50'R I � I C. SEE SHEET C2.1 1 FOR STREET LIGHT PLAN. +71.23, 24.47'R 0 _j A 39.32 I 39.09 PRC 0 I I +82.40, 14.75'R +67.31, 16.50'R D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREETLO z ,6 o 39.40 PRC I I 39.24 PCC SECTIONS. BLOCK 11 +74.34, 14.75'R I N w I +75.37, 13.00'R E. SEE SHEET C3.0 FOR LOT GRADING. 34 39.04 FL I > I +83.87, 12.65'R I ° �z I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 39.59 TOC Q 69 TOLERANCES WILL BE ALLOWED. Lu 35 36 37 38 39 40 O +83.87, 20.12'R SEE ROADWAY PLAN G. ALL STATION AND OFFSET LABELING RELATED TO EACH I I SHEET C2.9 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. 32 I I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS I I MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE N I RIGHT-OF-WAY PERMIT. I I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. M E . ADVENTURE ST. PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O N z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q J ILL Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O O SUPPLEMENTAL STANDARD DRAWING SD-701. = 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD () O z OL SUPPLEMENTAL STANDARD DRAWING SD-702. > = LJJ Z 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER 0 Q Q 2751 2751 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. m 0 W z Q 4. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND > J GUTTER TO 3" ROLLED CURB AND GUTTER. Ln z O 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Ln C/) PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES 0 W SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q G 2748 00 + 2748 (04 CONCRETE SHALE BEMP AND ADHESIVE COLORED 'TRAFFIC ^YELLOW .ATS NOT ALLOWED) = W ai + 6. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC ~ \� W N oo + `� II �+ STANDARD DRAWING SD-712H, WITH TRUNCATED DOMES S > C14PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES O 0 C0 11 U) r II SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 0 Q 2745 0 0 II 9 o Z M 2745 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q W + rn a, N N AND SHALL BE COLORED 'TRAFFIC YELLOW'. O N Y 06 II 11 Q Z N II Q 7. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD LJJ ,'� N c°S o N m w > Ld N SUPPLEMENTAL STANDARD DRAWING SD-710. r w II � w Q Y M Y V) y� 11 > ? w m II 8. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK Q N N w � o > CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED a 2742 w N m � w W J 1 2742 AGGREGATE. Lu N W II w 11 o w �_ �w �uj uj z C�W 0 a E 0.87% -1.447. 2739 FINISHED GROUND 40% 2739 0.40% - - - - - - - - 0. - - - - - - - - - - - - - - - - - - w 53% - - - z �? 0.53% - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - EXISTING GROU D U 0 2736 2736 s D N 4 O O N N Ln STORM DRAIN z Y 2733 SYSTEM 2733 0 z ENGINEERING r_ 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 Q EXISTING GROUND CENTERLINE PHONE(208)639-6939 L.L 0 2730 FINISH GROUND CENTERLINE 2730 kmengllp.com 0 N DESIGN BY: LCK \W oO (D 0 N (D ,,� 00 �. O N (0 C0 00 O O 0 N N (D 00 ,n O (D ^ 0 00 N N O I� DRAWN BY: LCK > r7 c0 I� 00 O N r7 � (0 r 00 0) O M 0 00 O O z cC) cC) r- ^ � n n � � � 00 00 00 00 00 00 00 00 00 00 g r7 r7 ^ r7 ^ r) M 00 M 00 r7 00 M a0 n 00 M o0 r7 °0 00 r7 00 M rn r7 rn M rn n n n n n 00 M n CHECKED BY: LCK z ^ M n r7 ^ M n r7 ^ M rM r- M ^ r- M ^ r- r- ^ rM n r7 ^ r7 r- r- ^ r- r7 ^ r- ^ r, ^ r- rM z NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN o DATE: DULY 2021 PROJECT: 21-025 s 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 SHEET NO. Q v 0 O ti i a SHEET LEGEND `'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� ��CENSfO �Y STA., OFFSET SIDE R ?' 1.50% FINISHED GRADE SLOPE `' 0 'p 7/12121 0 1 l; GRADE BREAK ,�, PF 0f WMj° IC <i Q I ---- --- - -- SAWCUT LINE SEE ROADWAY PLAN I I � v I SEE ROADWAY PLAN SHEET C2.4 111 I w I SHEET C2.6 BLOCK 13 I ° � ° I BLOCK 14 I I I t Q o I ° ° Q> I O SEE DETAIL SHEET C2.12 9 I I ° I CIVIL ACRONYMS 15 I I O 40.35 CL/PT/GB I t s +34.84, 0.00' WV ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 39.27 LIP/GB I z0 I I 40.27 PT/GB I s° I 40.27 PT/GB FOLLOWS: +85.27, 20.82'L I +34.84, 16.50'L +34.84, 16.50'R I s cn A I I ° ® I s STA. - ROADWAY STATION FROM CENTERLINE Q 39.32 PC p CL - ROADWAY CENTERLINE +69.84, 16.50'L o I ° u I 39.78 PT 40.23 40.68 PC/GB I I I PC - POINT OF CURVATURE +42.84, 16.50'L +50.00, 16.50'L +56.36, 16.50'L s vi �A� ® PT - POINT OF TANGENCY s / a ELE. - ELEVATION l° 8O Mo L - STATION OFFSET LEFT _ - - ri - - - - - - s - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - 40.39 POC R - STATION OFFSET RIGHT Qs +12.62, 16.50'R TBC - TOP BACK OF CURB W N oo s / 40.14 FL RIM - RIM OF STRUCTURE x LIP - LIP OF GUTTER Z �a)o s SW - SIDEWALK MA - MATCH XISTING 6% R�9 �� ~ +09 51S 24.50'R EP - EDGE OF PAVEMENT cn 0 p 9 o pa 4g } o FL - FLOW LINE 715 W 1CA 0 83% 16+0 0.42% 17+00 E. VIA ROBERTO ST. I 18+00 1 0.42% gam ° ° Z TOC - TOP OF CONCRETE U T 0 0 �4 ®S HP - HIGH POINT > o QQ I o 1 �s 59 °° CR - CURB RETURN > � N I N ° °° POC - POINT ON CURVE ~ INT - INTERSECTION Q / PRC - POINT OF REVERSE CURVE W - - - - - - - - - - - - - - - - - - - - - - - - ° ° 40.59 SW W � 2 s° ° °-'° s 2 ° � �� +96.05, 24.50'R SHEET NOTES (� 39.40 CL 39.86 CL 40.31 CL 40.77 CL/PC/GB s. 40.22 FL +69.84, 0.00'L +42.84, 0.00'L +50.00, 0.00'L +56.36, 0.00' +95.13, 15.67'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. 39.32 39.78 m 3:: 40.23 40.68 PC/GB 40.49 POC +69.84, 16.50'R +42.84, 16.50'R I m +50.00, 16.50'R +56.36, 16.50'R +92.94, 16.50'R B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. 39.70 CL/INT/GB o 1 C. SEE SHEET C2.11 FOR STREET LIGHT PLAN. +06.30, 0.001 _j o J 39.62 GB D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREET o +06.30, 16.50'R 0 s° SECTIONS. z BLOCK 3 °1 62 E. SEE SHEET C3.0 FOR LOT GRADING. 69 68 67 66 65 64 63 61 F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. M E . ADVENTURE ST. PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O N z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z LL O SUPPLEMENTAL STANDARD DRAWING SD-702. O 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER (/) O z Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = LJJ Z 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD 0 Q 2 Q SUPPLEMENTAL STANDARD DRAWING SD-710. m 0 W Z 2751 2751 Q 4. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK J CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED z O AGGREGATE. M Q Ln Ln C) Lu 2748 0 M 2748 w - 0 °' = L U + 11 Z cD II Q L u II NQ � M D r- N YY � O N�!1) 11� LAIN i /1 Q 2745 Z m 2745 v Q o w m x O w w LLI LijII (Dw < � wi? caw Q ~ J Z w 0 a 2742 2742 X N M FINISHED GROUND 0.53% 0 0.42% - - - -- - - - - - - - - - - E 2739 0.83% - - - - - - - - - - - - - - - - - - - - - - - - - �t 2739 0 9 EXISTING GROUND z w O o a 2736 2736 U D a N O N .n STORM DRAIN z 2733 SYSTEM 2733 O z ENGINEERING Or- 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a EXISTING GROUND CENTERLINE PHONE(208)639-6939 L1_ FINISH GROUND CENTERLINE kmengllp.com a 2730 2730 0 0 N DESIGN BY: LCK a 0 W N (0 0) N U � 0) M DRAWN BY: LCK \ O O M nn 00 Ln 0 00 N � o u Nr- 70 r ao of of m m ai o a; o of o o o 0 0o 0o� t ' CHECKED BY: LCKO a r7 n r7 r7 n r7 r7 n n n ^ z N N N N ^ N ^ N N r N N N N N N N o N N N N N N N N N N N N N N DATE: JULY 2021 PROJECT: 21-025 CL 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 SHEET NO. Q v 0 O ti i a SHEET LEGEND g I SS\o N A L f NC *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-0 �YF y I i I STA., OFFSET SIDE ° I I 1.50% FINISHED GRADE SLOPE 860 SEE ROADWAY PLAN 7112121 0 J I I SHEET C2.1 I Ln O I GRADE BREAK OF /V C.wv Ix K BLOCKI2 I Q f ---- --- - -- SAWCUT LINE 2 ° N i 9O 10 11 12 13 14 15 i LLi � I I SEE DETAIL SHEET C2.12 z • I i I CIVIL ACRONYMS oy I I I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS Q I I I FOLLOWS: w I A I I I "J 38.51 TOC STA. - ROADWAY STATION FROM CENTERLINE a I +26.99, 24.471 I I CL - ROADWAY CENTERLINE o I ° 38.18 FL PC - POINT OF CURVATURE W ° I 3 +26.99, 17.95'L I I PT - POINT OF TANGENCY ELE. - ELEVATION 38.36 PT/GB 38.85 39.28 GB 38.88 38.7t MA I>ka pi L - STATION OFFSET LEFT +50.00, 16.50'L _ - - - _+50.00, 16.52'L - - -+03.93, 16.50'L _7 - - - - _ R - STATION OFFSET RIGHT _+36.48, 16.50'L - - - - - - - - - - - - +50.00, 16.50'L_ - - - - - _ _ - - - - _ R20 , � • ° 2 e � , �° 2 ® TBC _ TOP BACK OF CURB RIM - LIP OF GUTTER IM OF TURE MA - MATCH EXISTING 38.31 LIP/GB `n SW - SIDEWALK +20.81, 21.06'L 0,��o O.g � � I 79 0 1 0 1 doss EP - EDGE OF PAVEMENT Ln ° 10 00 0.65% 0 1 1+00 12+00 0 Oy 13+00 I 9 4+ N 15+00 FL - FLOW LINE ZO TOC - TOP OF CONCRETE ° o HP - HIGH POINT N o S. STEEPLE AVE. o I 1 0 1 g CR - CURB RETURN > Cv N I M POC - POINT ON CURVE ~ INT - INTERSECTION 38.68 CL/INT b` 38.44 CL/GB ` - - o PRC - POINT OF REVERSE CURVE +00.00, 0.00' c R20' (° +49.99, 36.48'L y 2 y y y y y°° 2 SHEET NOTES - 3 - - - - - - - - - - - -� - 38893 CL0.00'- - - - 5000,36 C 00 - - - - - - - - - - - +50.038.96 CL 88 - - -0.021 +03 8.7± MA -- - -I - - - - - - - - - - - 38.36 PT/GB A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD I I +36.52, 16.50'R m 39.28 GB i I NOTES. 1 �j � +50.00, 16.50'R +50.00, 16.50'R +50.00, 16.48'R +03.93, 16.50'R P I o B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. ° I o I +270 FL 0 C. SEE SHEET C2.11 FOR STREET LIGHT PLAN. I I +27.01, 17.96'R � j 38.60 TOC ^ ° +27.01, 24.47'R q D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREET z SECTIONS. E. SEE SHEET C3.0 FOR LOT GRADING. I � I BLOCK 13 � F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO e I 13 12 11 10 O O O - - TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. O I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS t I MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. i • I I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF _ - - - - - COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. M S. STEEPLE AVE . PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O N z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q W J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. O 0 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER O z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. = W 0 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Q 2 z SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED 0 0 W Q DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. m - > Z 2751 2751 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE Q CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Ln z O J ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. Q OL Ln Q ; Q � � Q 2748 0002748 w W Lu 0 00 `n 0) + Q CL L u O � N \ W 0 0+ II II O 0 2745 II II �� Ln Q � � Q QQM Qr QQ0o 2745 00 U~1 w N (/7 00 i� N ^w O L r y n m Q U N W N W II m N Q o � II m J w II � � \� M 2742 w J o II o w " w 2742 x _ J N W M 2 z s FINISHED GROUND a z 2739 0.43% -0.40% 2739 - 5% z - - - - - - - - - - - - - - - - - - - - EXISTING GROUND -0.40% O 0 a 2736 2736 U D j 4 N 4 O g STORM DRAIN z 2733 SYSTEM 2733 O z knif 1 U E N G I N E E R I N G or_ 3 9233 WEST STATE STREET o BOISE,IDAHO 83714 O a EXISTING GROL ND CENTERLINE PHONE(208)639-6939 ILL 0 2730 rFINISH GRO ND CENTERLINE 2730 kmengllp.com 0 N DESIGN BY: LCK \W oO 00 O 0 O 0 M N L N 00 N N N r N N N 0 r> 00 r� (0 �n co DRAWN BY: LCK > � 0 CO r 00 O N M N O 0) 00 0 z 00 c6 00 00 00 00 00 00 00 06 00 co 00 00 06 06 g r7 a0 r7 00 r7 ao to 00 M 00 r7 ao r7 °� r7 °' r7 °� M °� r7 °� r7 °� r7 00 r) a0 M M CHECKED BY: LCK r M r � r M r r M r M r '`� r ' r r M r M r V) r ' r r r z N r N r N r N r N r N r N r N r N r N r N r N r N r N r N N O� o N N N N CV NNN N N N N DATE: JULY 2021 PROJECT: 21-025 s 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 SHEET NO. Q v 0 O ti i a SHEET LEGEND `'S\p N A L f NC i �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� ��CENSE-'0 �Y STA., OFFSET SIDE 2 I I 1.50% 1 860 FINISHED GRADE SLOPE 7112121 p l9 1 0 GRADE BREAK Of NS�v I 1 ^/ C. K I BLOCK 13 ---- --- - -- SAWCUT LINE N 1 1 � > ° 1 15 16 17 18 19 20 21 0° 22 23 ° w I SEE DETAIL SHEET C2.12 CIVIL ACRONYMS Im I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS w FOLLOWS: ILu o " 1 39.42 TOC A 40.02 TOC STA. - ROADWAY STATION FROM CENTERLINE 1 +18.23, 21.50'L CL - ROADWAY CENTERLINE o +26.97, 24.46'L 1 1 39.68 FL PC - POINT OF CURVATURE 39.17 FL 40.07 GB +26.98, 17.95'L +18.23, 15.67'L +48.00, 16.50'L PT - POINT OF TANGENCY 40.02 40.17 39.92 GB ELE. - ELEVATION wv I 39.40 GB 40.57 GIB o 40.16 CL/GB 39.89 GB L - STATION OFFSET LEFT 1 +36.45, 16.50'L_ - - - +50.00, 16.50'L - - - - - - - - - +50.00, 16.50'L- - - - - - - - - +50.00, 16.50'L - - - - - _ - _ _1 - +48.00, 0.00' +84.55, 16.50'L_ R - STATION OFFSET RIGHT +1 1 54, 16 50 " 2 - - -"- - s 2 "° ° ° "° 2 TBC _ TOP BACK OF CURB 39.26 LIP/GB �° ° ° RIM MA - RIM OF STRUCTURE o w �j LIP - LIP OF GUTTER +20.72, 21.13'L �_ `•/ SW - SIDEWALK MATCH XISTING 42g 3 1 1 0.f. C- 0.50% N15+00 0 59% J w FL - F OW- EDGE �NE AVEMENT NO 0 S. CAPSTONE AVE. 0 14+00 f o z 1 ° 10 00 0.60% 1 00 0.55%- N - 12+0 - - 13 0 0.40% - - N I- --- I - TOC - TOP OF CONCRETE I - 0 pro 2 W HP - HIGH POINT N 3 1 00 1 00 �9f 00 1 00 1 U = CR - CURB RETURN > 1 g ci cv 0 81 0 3 D49 Og% 1 N POC - POINT ON CURVE ~ ON PRC - POINT SOF (REVERSE CURVE Rep " 2 ° " " " ° �° "° 2 " ®° RZ° I R20• ° 2 w SHEET NOTES ° I 39.49 CL/GB 40.10 CL- - - - - - 40.65 CL/GB 40.25 CLT 40.00 CL/GB 39.97 CL/GB (n A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 1 +50.00, 0.00' +50.00, 0.00' +50.00, 0.00' +11.54, 0.00' +84.55, 0.00' o +36.48, 0.00' v a NOTES. 40.02 m 40.57 GB7 40.17 39.92 PC/GB 1 I 39.40 GB +50.00, 16.50'R j +50.00, 16.50'R +50.00, 16.50'R +11.54, 16.50'R I I 39.89 PT/GB B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. 1 +36.55, 16.50'R o f 1 ° 1 +84.55, 16.50'R 1 1 39.25 FL I 39.71 FL 39.86 LIP/GB C. SEE SHEET C2.11 FOR STREET LIGHT PLAN. +27.02, 17.97'R 0 Q +18.23, 16.77'R 1 +68.98, 20.95'R 1 ' ` 40.12 TOC 1 1 " 39.64 TOC D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREET z 1 1 `O +18.23, 22.80'R I I SECTIONS. +27.03, 24.48'R 6 0 39.86 LIP/GB +26.98, 20.82'R SEE ROADWAY PLAN I SHEET C2.5 E. SEE SHEET C3.0 FOR LOT GRADING. 1 I ILnI F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 1 ° I O7 O6 5O O4 3O 2O I o e I TOLERANCES WILL BE ALLOWED. ° w I I G. ALL STATION AND OFFSET LABELING RELATED TO EACH 1 I o SPOT ELEVATIONS ARE REFERENCED TO THE ROAD I 1 SEE ROADWAY PLAN ALIGNMENT. 1 I SHEET C2.2 1 Q s "' 1 H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 1 I I I RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 1 I I 1 I I CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. M S. CA PTS O N E AVE . PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. 0 N z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z LL O SUPPLEMENTAL STANDARD DRAWING SD-702. 0 = 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER 0 z OL ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. = LJJ _ z 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Q Q Q SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED 0 W z 2751 2751 DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. m - \ Q DOMES SHALL BE RIGID INSERTS WET-SET INTO THE / J CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Ln z 0 ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. Q uj o I > o Q o o _ 2748 0 N 2748 w - w o co O o + ° LA II O N� I Qco II � � � CL O Q Q O N H O Q U) H °' Wcry O z � � 0) 0 U 2745 to �' 0) co �N Y �' 2745 � Q z rn m � N � �/ c/') O N Q W V 0_ x ~ wN o W II m 0 W II m �� II �� W II w Ld Ld > W II OW � ZJ Q W Z J < > W W (.� W _ W Of J a 2742 W1 2742 N FINISHED GROUND m a .55% -0.40% 0.42% -0.5 % 0.591 z - 0% - - - - - - - - - 2739 - - - - - - - - - - - - 7v 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2739 9 EXISTING GROUND z 0 w a 4 - 0 2736 2736 U s a STORM DRAIN STORM DRAIN SYSTEM SYSTEM z 2733 2733 0 z lanu E N G I N E E R I N G or_ 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL a 2730 FINISH GROUND CENTERLINE 2730 kmengllp.com Q 0 N DESIGN BY: LCK \W N 0 n 00 n (0 N �n 0) co � co co 00 r r- °' r r- `') r, V) 00 00 N 0) � 0) (0 0 DRAWN BY: LCK / � � � 00 O N n L0 O n N O O O za 0) on nn 0n) 0) 0n) , 0, ) 0) ^ 0) 0) N 0) O ^ O N o o 0) O O O) O) o CHECKED BY: LCK 0 n n 't n n n n n n ) 1 z � n � ^ O/ p N N NN N N NN N N NN N N NN N N N N N NN N N N NN N DATE: DULY 2021 PROJECT: 21-025 s 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 SHEET NO. Q v 0 0 ti i a SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 2 I ' 1.50% FINISHED GRADE SLOPE 860 SEE ROADWAY AN, ��9 7/12/21 �o v THIS SHEET I GRADE BREAK ,�, rF OF 1 iN C. KEN I I BLOCK 13 I I ° BLOCK 3 ---- --- - -- SAWCUT LINE S 23 24 25 26 I 1 i s z I i43 44 45 46 47 o I °S SEE DETAIL SHEET C2.12 SEE DETAIL SHEET C2.12 CIVIL ACRONYMS 1 u I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 1 vi I /� FOLLOWS: A I I 40.29 TOC A a STA. - ROADWAY STATION FROM CENTERLINELu +57.03, 24.481E a CL - ROADWAY CENTERLINE o 40.8t MA I 1 39.92 FL PC - POINT OF CURVATURE 1 PT - POINT OF TANGENCY +03.96, 16.501E s 1 +57.02, 17.971E 40.57 1 1 41.23 PC GB a ELE. - ELEVATION 41.07 GB s< 40.37 PT/GB 40.71 / L - STATION OFFSET LEFT +00.00, 16.50'L / I +79.93, 16.501E - - - - - _ - - - - - - - - -+85.05, 16.501E - - - _+66.55, 16.501E - - - - +50.00, 16.50'L_ _ _ _ _ __ _ _ _ - - - - _ R - STATION OFFSET RIGHT - - - ,y m ° 39.86 LIP/GB R20' 3 2 m , s rr ^^ TBC - TOP BACK OF CURB w N 2 +50.98, 20.951E �' s s 2 W RIM - RIM OF STRUCTURE rn° ° LIP - LIP OF GUTTER z U I 40.16 CL INT a° Off° `r' MA - MATCH EXISTING b� I +30.00, 0.00' 'I�/'� 1~ o z V SW - SIDEWALK 8S9 b` Ax EP - EDGE OF PAVEMENT cn 15 J w 0 N f 1 16+00 S. CAPSTONE AVE. 0 ors 17+0 0 82% 1 11+00 0 f N E. ADLER HOF ST. 12+00 0 1 �� <� FL _ FLOW LINE ZO < - - 1 - - - 1 - - TOC TOP OF CONCRETE 2 W 1% Lu HP - HIGH POINT N 1 O 1 1 x CR - CURB RETURN > U = 39.86 LIP/GB 5% o a s �u `V 3D ° to s�+50.79, 21.05'R N V POC - POINT ON CURVE - (n I g = INT - INTERSECTION I ° b` � r^ � PRC - POINT OF REVERSE CURVE w w y 2 y ti ° R2p, �o 2 r r s s° 2 SHEET NOTES - - - - - - - - - - - - - - S T141.15 CL/GB I s 41.31 CL/PC/GB ` s A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD BLOCK 3 43 +85.05, 0.00' 1 I s °O 3 +66 45C 0.00' +50 OOC 0.00 O +79.93, 0.00' (/) O NOTES. 40.65 CL +85.054116.50'R I 1 1 40.37 PT/GB 40.71 m o W +00.00, 0.00' I I I I w 41.23 PC/GB B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. 40.9t MA 1 +66.45, 16.50'R +50.00, 16.50'R o I 40.57 +03.96, 0.00' I r° I o +79.93, 16.50'R I LLi C. SEE SHEET C2.11 FOR STREET LIGHT PLAN. I 39.92 FL I I > +00.00, 16.50'R Q 40.8t MA I I I +56.98, 17.95'R v w D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREET +03.96, 16.50'R I I 1 1 40.24 TOC BLOCK 14 I a w SECTIONS. z I < I +56.97, 24.46'R 2 14 0 U E. SEE SHEET C3.0 FOR LOT GRADING. 1 vi I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SEE ROADWAY PLAN I I e TOLERANCES WILL BE ALLOWED. SHEET C2.4 I I s 1� G. ALL STATION AND OFFSET LABELING RELATED TO EACH II °I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD s ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. M S. CAPSTONE AVE . PLAN AND PROFILE E . A D L E R H O F ST. PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O N z 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 KEYNOTES ® z Q Lu J J J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" =3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z LL 7 SUPPLEMENTAL STANDARD DRAWING SD-702. O O 0 0 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER O z OL ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = Lu Z Q 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Q Q Q Q SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED 0 2751 2751 2754 2754 DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. m - w Q Q DOMES SHALL BE RIGID INSERTS WET-SET INTO THE > J CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Ln z O ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 06 00 o V) + + N < C W c U- 2748 + 2748 2751 2751 uj - z O LLu a u � r Y N o + C J � N LAIN Y � N O Q U Q 2745 m 'I m N 2745 2748 + 2748 Q vi LJ Of J 0 W II �_ O 0Lu � � 0 > II II NM u 0. W Q J Q Q (D Y 0W � (O Nq4: W N N O Y 0 m a 2742 FINISHED GROUND 2742 2745 o N (If N o II 2745 N _J 75r, N II 0 > 0 w 0.59 0 .75-19; W J Z - - - - - - - - - - - - - - - - - - Z W 0 W 2739 EXISTING GROUND 2739 2742 FINISHED GROUND 2742 0 0.40% z 0.8 % _ _ _ _ - - - O_ - - - - - - - - - - No EXISTING GROUND U 2736 2736 2739 2739 D s a N O z 2733 2733 2736 2736 O` z knif 1 U) E N G I N E E R I N G Or-N 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL a 2730 FINISH GROUND CENTERLINE 2730 2733 FINISH GROUND CENTERLINE 2733 kmengllp.com Q DESIGN BY: LCK ^ M W N 0) Nr- � � N N 00 (D 0) N � 0) DRAWN BY: LCK \ o N � O � � 0) M o7 , ) ,n00 ,n0 Oo O O o O CY) O ON O O O o O O It ^ 1 M � ' CHECKED BY: LCK n ^ n n � n �/ z N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O� o DATE: JULY 2021 v PROJECT: 21-025 v 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 SHEET NO. Q 0 0 .5 O a SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J, 7112121 p 60 O GRADE BREAK TF \pP �v 0f C. K�N� BLOCK 3 50 51 52 53 54 55 56 57 58 ---- --- - -- SAWCUT LINE SEE DETAIL SHEET C2.12 CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS /� 61 FOLLOWS: Lu 41.52 POC A e STA. - ROADWAY STATION FROM CENTERLINE +33.33, 16.50'L 59 CL - ROADWAY CENTERLINE o 41.25 FL ° PC - POINT OF CURVATURE +31.14, 125 FIL ° PT - POINT OF TANGENCY ZO ELE. - ELEVATION 41.62 SW 6, 41.66 PT/GB 41.49 41.09 40.69 40.27 PC/GB (d L - STATION OFFSET LEFT +06.54, 16.50'L co e +30.22, 24.50'L _+58.54, 16.50'L_ +00.00, 16.50'L_ - - - - - - - - - - _+00.00, 16.50'L- - - - - - - - - -+00.00, 16.50'L - - - - - - - - - _ ®N° R - STATION OFFSET RIGHT Egi® �p - a 2 a ti ti tia 2 ®� \ TBC _ TOP BACK OF CURB RIM RIM OF STRUCTURE p ooss� ° LIP - LIP GUTTER 49 41.55 SW 4 �� MA - MATCH EXISTING ° +16.76, 24.50'L °/ SW - SIDEWALK EP - EDGE OF PAVEMENT cry +15.854115 67 L 3 ° Oy% 14+00 f - 15+00 S. CADENCE AVE. - 16+00 -Oy40 - - oN 1 0 62 FL - FLOW LINE z C14TOC - TOP OF CONCRETE 0 48 41.41 HP - HIGH POINT POC h�,lo/ / O o 1 1 l oo O O \� CR - CURB RETURN w+13.66, 16.50'L/ <ti POC - POINT ON CURVE w Q f N N - \ INT - INTERSECTION / 1e"SD 16"SD 18"SD ® PRC - POINT OF REVERSE CURVE > << 2 - ------ ------ 2 a ■ �, - - ` - - - - - - - - - - - - - - - - - - �g�� 0 1 SHEET NOTES 41.74 CL/PT/GB741.58 41.18 40.78 40.35 CL/GB A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD � s' +58.54, 0.00' +00.00, 0.00' +00.00, 0.00' - -+00.00, 0.00' +06.54, 0.00' 63 NOTES. �jAT41.66 PT/GB 1.49 m 3 41.09 40.69 40.27 PC/GB C +58.54, 16.50'R +00.00, 16.50'R j +00.00, 16.50'R +00.00, 16.50'R +06.54, 16.50'R I B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. H L I N I C. SEE SHEET C2.1 1 FOR STREET LIGHT PLAN. SEE C� I /� SEE ROADWAY PLAN SHEET EET i SHEET C2.2 I I D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREET o CZ C o I N SECTIONS. z ~ •J Lu E. SEE SHEET C3.0 FOR LOT GRADING. 0 w � 64 F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO < O 14 13 12 11 10 O I a o I O TOLERANCES WILL BE ALLOWED. = I Q G. ALL STATION AND OFFSET LABELING RELATED TO EACH w SPOT ELEVATIONS ARE REFERENCED TO THE ROAD w l i ALIGNMENT. a I I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS + CONTACT ACHD INSPECTION FOR VERIFICATION OF I I COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. M S. CADENCE AVE . PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O N z 0 30 60 90 0 3 6 9 KEYNOTES ® z Q J J _ Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-702. O O 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER (n O z a- ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. = W Q 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q 2i z SUPPLEMENTAL STANDARD DRAWING SD-710. m 0 W 2754 2754 z 4. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED AGGREGATE. (n LA_ > Q Q 2751 2751 w LL, = LU U Lq � � Qw LO D o + O p u Ln 2748 II + 2748 Q L'i U) x O u � � W N Q m w II Y 2745 Q � 2745 v c9 w m M u N w M Q 2 Q O F H 5 2742 FINISHED GROUND 2742 0 0.5 Q - .40% z w - - - - - - - - - - _ _ O EXISTING GROUND 2739 2739 U s D a N O z Y 2736 2736 O z - knil U N E N G I N E E R I N G Or- 3 9233 WEST STATE STREET o BOISE,IDAHO 83714 O a EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL 0 2733 FINISH GROUND CENTERLINE 2733 kmengllp.com Q N DESIGN BY: LCK \W c0 ^ r7 ^ rn ^ co ^ ^ N ^ 0 ^ ao ap co ^ (0 N 0 n oo n c0 DRAWN BY: LCK / r� �n co co PO 0 rn ao O z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d CHECKED BY: LCK z N Cj N Cq N � N � N ^ N Cq N � N ^ N � N N N N N o N N N N N N N N N N N N N N DATE: JULY 2021 PROJECT: 21-025 s 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 SHEET NO. Q v 0 O ti i a SHEET LEGEND `'S\p N A L f NC i �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� \CENSf0 �Y I i I STA., OFFSET SIDE a 860 w I W � � � 1.50% FINISHED GRADE SLOPE 7/12/21 0 I y t�'9r BLOCK 11 GRADE BREAK �,5,� F Of �Cv� w I w C. KEN � o i 34 35 36 37 38 39 40 41 29 i o I ; ---- --- - -- SAWCUT LINE (D w Q w V) 39.2t MA SEE ROADWAY PLAN Q u ° +20.82, 52.88'L SHEET C2.9 a p I 39.10 LIP 32 SEE DETAIL SHEET C2.12 i o N CIVIL ACRONYMS + 2.8 , PC. FOLLOWS89 L w ° N ES ARE TO TOP BACK OF CURB UNLESS NOTED AS w ° I +24.83, 47.891 U' 39.13 TOC B I ° I STA. - ROADWAY STATION FROM CENTERLINELu +40.40, 29.631 I ° CL - ROADWAY CENTERLINE o 4 38.65 FL o I ° SD PC - POINT OF CURVATURE o I +40.43, 21.121 _ _ _ _ _ _ _ _ I Rd °° PT - POINT OF TANGENCY / 38,29 38.69 39.09 39.45 PC/GB ��' ELE. - ELEVATION 38.96 PT GB 38.37 37.84 GB � 1 o./ °� ° L - STATION OFFSET LEFT 5 I I .+54.83, 18.00'L_ - - _+50.00, 18.00'L - - - - - - - - - +36.79, 18.00'L_ - -- - - - - - - - - - _+50.00, 18.00'L - - - - - - - -°- - +50.00, 18.00'L_ a - - - - - - - - - -+50.00, 18.00'L_ - - - - - - - - - --34.72, 19.581 I R - STATION OFFSET RIGHT 2 2 ° ° N' TBC - TOP BACK OF CURB w I I �� RIM RIM OF STRUCTURE _0O �, �' W N LIP - LIP OF GUTTER _ 1,�3g o 10 MA MATCH EXISTING SW - SIDEWALK 3 00 1 0 1 0 ' EP - EDGE OF PAVEMENT cry � 1 11+00 0.62% 12+00 0.40% 13+00 E. VIA ROBERTO ST. 14+00 0.40% 15+00 0.40% 16+00 J FL - FLOW LINE Z - - - � � 0 00 � I1.08% N � - - - � 1 _ - - 1 w O- - r i - �� - - - - - N - 0.45% N _ TOC - TOP OF CONCRETE _ 39.2f MA oP I o o I I I o w CR - CURB RETURN w L: o�i+21.00, 0.00' I N 1 r; 1 1 N ' U I POC - POINT ON CURVE L - m I ��8 INT - INTERSECTION T�P 4 0l '' PRC - POINT OF REVERSE CURVE Tnp Lu 4` P Top- TO TOP T P TOP 38.19 CL YE TOP TOP TOP -TOP TOP TOP T P SHEET NOTES moo. 38.86 CL/GB -roP 38.27 CL- 37.74 CL/GB 38.59 CL 38.99 CL 39.33 CL/GB 39.15 CL/GB � w - 24"G1 2 i - �. +54.83, 0.00'_�QE - +50.00, 0.00'=T E - - -TOE - - TOE=+36.79, 0.00'- 0� - - TOE - 0� - - �0� _ +50.00, 0.00'_ - - - - �� - - +50.00, 0.00' - JQE- - -TOE- - -TOE- t50.00, O.00_T - - -TOE - - TOE-t34,8O, 0.00'- roE-_+76.03, 0.00' i = A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 38.96 PT/GB _ _ _ _ 38.37 _ _ _ _ _ _ _ _ _ _ _ _ _ 36.29 38.69 WATKINS DRAIN 39.09 39.43 GB 39.24 GB NOTES. 37.84 GB- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a T +55.17, 18.00'R-oP +50.00, 18.00'R oP oP oP oP -NOP OP +50.00, 18.00'R3 oP o aoP +50.00, 18.00'R)P oP oP oP-+50.00, 18.00'R-op OP +34.80, 18.00'R�ere�-+76.03, 18.00'R- -� -TOP� I +36.79, 18.00'R ao rn c ��T TOP TOP TOP TOP TOP TOP-Top-TOP- _ _ TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP �gP- TOPS B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. o 39.49 POC o N +31.01, 30.22'R r B C. SEE SHEET C2.11 FOR STREET LIGHT PLAN. G39.17 LIP I 0 _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREET z a CO o - - - - - - - - - - - SECTIONS. T w �+26.76, 33.28'R - - - - - - - - - - - - - - - - - - - CO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T 39.3 Mt An n w o M +21.12, 34.93'R E. SEE SHEET C3.0 FOR LOT GRADING. � oe a- F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. a W " G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD a.w ALIGNMENT. w o x H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. W I I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS I wI 0 x CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. M E . VIA R O B E RTO ST. PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O N zW 0 30 60 90 0 3 6 9 KEYNOTES ® z Q _5 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O Q_ O SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER (n O z 0 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = LJJ z 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q 2 Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES 0 0 LJ..I z 2751 2751 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES CIO - Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) z O OL AND SHALL BE COLORED 'TRAFFIC YELLOW. Ln 4. INSTALL CURB TERMINUS PER ISPWC SD-707. Ln 5 Q 2748 0 2748 5. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND Q G PAVEMENT PATCH PER ISPWC SD-303 AND ACHD LJJ r) O REQUIREMENTS. L.LJ W 00 = m Q O D0 OR oc II (0 II II O Q ro p 2745 N Q N � 2745 Ln Q r7 a N^r o II II x Lu 0 w LL N yP0 N L1J mcc LLI N ^L LL II m m Q w _j w W Q Qw� LN 0 w2742 � 2742 m W x Q N N Qu Of LLjJ 2 0 Ld z 0 Q 0.45% 2739 - -1.08% FINISHED GROUND 2739 0.62% 0.4o z _ - - - - - O _ - - - - - - - - - - - - - - - - - - 2736 _ _ - - - _ - - - - - - - - - - - - - - - - - - - - - - 2736 U a EXISTING GROUND N 0 O O N N o N z z 2733 V) 2733 O z N ♦u E N G I N E E R I N G Or- 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL 0 2730 FINISH GROUND CENTERLINE 2730 kmengllp.com Q N DESIGN BY: LCK W ' DRAWN BY: LCK \ N Ln n r- 00 C0 M 0 00 r- n c0 00 o N N N N 0 r- 00 O N _t 0 r O N N z 00 0) r- Op c0 Op c0 (6 c0 c0 c0 UJ c0 c0 cC) n n n 00 00 00 O g r7 r7 r7 r7 n 00 00 M a0 M ^ M ^ n ^ M ^ M 00 M 00 M a0 M 00 M °° V) 00 M a0 M ao M °� °� M °� M rn M CHECKED BY: LCK M M n r7 V) M M M r7 r7 �`� PO M M r7 �`� M M M z0 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 DATE: DULY 2021 PROJECT: 21-025 s 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 SHEET NO. Q v 0 O ti i a SHEET LEGEND `'S\pN A L f NC *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� ��CENSfO �Y STA., OFFSET SIDE ?' 8 0 s" 1 FINISHED GRADE SLOPE 7/12/21LLi p GRADE BREAK y PF OF \OPGj�v BLOCK 3 s - i �N I 69 68 67 66 65 64 63 62 61 60 N C. K ---- --- - -- SAWCUT LINE a a I a I SEE ROADWAY PLAN CIVIL ACRONYMS SHEET C2.9 SEE DETAIL SHEET C2.12 c� ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ° N ° FOLLOWS: e I � STA. - ROADWAY STATION FROM CENTERLINE � 0 so CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE R o PT - POINT OF TANGENCY ELE. - ELEVATION 39.57 PT/GB 40.03 40.48 40.94 0 41.391 41.84 L - STATION OFFSET LEFT +48.80, 18.001_ - - - _+49.99, 18.00'1_ - - - - - _+50.00, 18.00'L - - - - - - - - - - - +50.00, 18.00'L_ - - - - -+49.99, 18.00'L - - - - - - - - - - - _+49.99, 18.00'1_ - - - - - R - STATION OFFSET RIGHT N I s 2 ° °s - - - - - ° s ° s s - - - - s m ° s s 2 I TBC - TOP BACK OF CURB w ' 17 uj N LIIP - LIP OF GUTTER IM OF TURE z � MA - MATCH EXISTING o SW - SIDEWALK J o } 1 0 0 1 ' ` EP - EDGE OF PAVEMENT cn w 17+00 - I 18+00 0.45% - 19+00 0.45% 20+00 E. VIA ROBERTO ST. 21+00 0.45% o J 'w FL _ FLOW LINE O Z w - +- - - �- - - - �_ - 22 i 00 N - - TOC TOP OF CONCRETE HP - HIGH POINT N U = O o o w CR - CURB RETURN > ' o lT 1 0 1 ' nj N � 1 1 U I POC - POINT ON CURVE � ~ `V INT - INTERSECTION w PRC - POINT OF REVERSE CURVE I -- - -- - c 2 V,J 39.22 CC-- rop439.418 CL roP TOP 39.93 CL To TOP 40.39 CIL T P 40.84 CL oP TOP 41.29 CL 41.75 CL TOP G W SHEET NOTES -TOE WATKINS DRAIN G TOE+91.99, 0.00' 50.00, 0.00' +49.99, 0.00' +50.00, 0.00' +50.00, 0.00' +49.99, 0.00' +49.99 0.00' - - 39.5 - - ,,,�- - - - - - - - - L - - - - - (n A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD _m TOE- - - TaE- -� - - - TaF - - -ram - - �(+r - - �r,r �0� - - r- - - ZOE- - - -TOE- - - �(+c- - - �..�0 �- - - Ti - - - _ _ _ _ FOP ePTOP roP �r _ _ _ _ 40.03roP TO TOP _ _ 40.48 - - - - - - - - - - - _ 40.947 _ _ _ _ 41.39 - - - - - - - - - - - 41.84 NOTES. P � oP oP +50.00, 18.00vR�P Tod+49.99, 18.00'R oP +50A0, 18.00'R,P Top TOP TOP+50A0, 18.00'R -TOP �'-� TOP +49.99, 18.00'Rp TOP TOP TOP+49.99, 18.00'R-TOP � roP Top - - B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. c� c� r r I I C. SEE SHEET C2.11 FOR STREET LIGHT PLAN.B 0 0 1 1 D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREET z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTIONS. E. SEE SHEET C3.0 FOR LOT GRADING. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. M E . VIA R O B E RTO ST. PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O N (k _j _LL z Lu 0 30 60 90 0 3 6 9 KEYNOTES ® z Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O Q_ O SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER (n O z 0 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > 2 W Z Q 2 Q 0 0 W z 2751 2751 CIO - Q cnz OOL c~na Q 2 0 2748 2748 ILLI= w Lu CIDN + Q O cc .I O 0 a 2745 N 2745 Q > Z r, X O w oN W U w II Ld F- a 2742 Z w 2742 X N N M FINISHED GROUND 0.45% z 0 - - - - - - - 2739 _ _ - - - - - - - - - - - - - - - - - 2739 _ _ _ _ - - - - - - - - - - - - - - - - - EXISTING GROUND z w O o a 2736 2736 U D a N O z 2733 2733 O z knil U E N G I N E E R I N G Or- 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL a 2730 FINISH GROUND CENTERLINE 2730 kmengllp.com Q 0 N DESIGN BY: LCK r W O � � ^ r` 00 � 00 N K) � rn c 0) M O oC14 7 r � 0 ,n 00 DRAWN BY: LCK \ ,n ,nM C14 ,nN D00 o 00 00 a0 00 O� � (0 r` 0) OO N O Or` 00 00 a 00 O 00 n ai 0) 0) O O 0) O O O OO CHECKED BY: LCKO z N N N ^ N N � N N N Cq N N ^ N N ^ N ^ N N N N ^ N N N N N o N N N N N N N N N N N N N N N N N N N N DATE: JULY 2021 PROJECT: 21-025 s 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 SHEET NO. Q v 0 O ti i a SHEET LEGEND `'S\p N A L f NC i �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� %,\CENSF'0 �Y STA., OFFSET SIDE 2 ?' 1.50% FINISHED GRADE SLOPE O SEE DETAIL SHEET C2.12 l Q J, 7112121 p I i I I BREAK GRADE ,5,�/F Of NS�v II C. 0 40.42 POC D I Im I °° I i N I ---- --- - -- SAWCUT LINE +01.84, 47.93'L I V) I BLOCK 11 I Lu SEE DETAIL SHEET C2.12 - - - cf SEE ROADWAY PLAN �� SHEET C2.7 41 IV? EP +49. , 0.0 I �m coo I SEE DETAIL SHEET C2.12 i ° > i CIVIL ACRONYMS Q I 39.09 TOC 39.61 TOC I a) SEE ROADWAY PLAN ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS / F I > I C 2 W SHEET C2.1 FOLLOWS: Q PGHO I Lu I 2 +36.69, 35.92'L +63.53, 35.35'L I I w j Rg5 PORpFt'Lo I Im I 38.55 FL 39.03 FL 2° LI STA. - ROADWAY STATION FROM CENTERLINE Q BEM ROAN I +36.69, 28.77'L +63.53, 27.40'L CL - ROADWAY CENTERLINE 0 o +24.62, 18.00'L `Sow �1° �URNPMEN� I ° 38.90 PT/GB 39.45 PC - POINT OF CURVATURE 42.40 SW ° �� ` SSE I e - - - - - _ ° PT - POINT OF TANGENCY +48.23, 27.00'L +55.04, 27.00'L +29.59, 31.00'L 1 I o ° 4 ° 3 s 2 LLE - STATION OFFSET LEFT - - - - - J 41.70 EP/POC x0 I I ��p 7 co ° N L R - STATION OFFSET RIGHT 3 ° s t 6 +53.46, 29.66'L `LN 41.14 CL/GB I R48' I I 109 ✓ R20 I TBC - TOP BACK OF CURB N +01.84, 0.00' I �1% ~ ' - - - RIM - RIM OF STRUCTURE w O° I 39.38 1 4 01 39.17 LIP/GB LIP - LIP OF GUTTER zr N' / _ _ _ I MA - MATCH EXISTING U ° 41.79 LIP - - - -- -- -- - - I o 2"So-+54.50, 6.00'L o i2 if�o� 39.82-i2"so 2"s� `ss +72.36, 30.76'L NO +29.62, 16.00'L S I rm 2 N +38.03, 6.00'L a SW - SIDEWALK J ' 23+00 r 5 �09 a 7 W I I +48.50, 30.00' +44 03, 0.00' \ as _ EP - EDGE OF PAVEMENT z I 10 00 �° ° FL - FLOW LINE W 0.45% _ I I - - I - - e I TOC - TOP OF CONCRETE Z w 6 I 0.50% 0.52% �° o HP - HIGH POINT N 39.72 CL INT_ - CR - CURB RETURN U = ' 1 0 E. VIA ROBERTO ST. a� 39.22 CL/INT I 39.38 �cb I / POC - POINT ON CURVE w ~ C14 / _ +54.50, 6.00'R 2 0 0.52% / 39.82 +90.53, 0.00 40.42 POC c� +00.00, 0.00 I o N' Q o +38.03, 6.00'R INT - INTERSECTION EP EP EP d3 +01.84, 48.06'R 38.58 FL Q I �� II +36.69, 28.59'R 4 1 �i S. PEAK AVE. 0 7p� I PRC - POINT OF REVERSE CURVE w 42.11 CL - - - - - - - II '. to 4 w +29.62, 0.00' 40.56 PC I 6 139.16 TOC �� O I SHEET NOTES c0 ° ti (� 41.79 LIP - - -+73.50, 36.65'R ('' +36.69, 36.69'R ° ry o o I r m A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD - To - - TOE +29.71, 16.00'R_ - - - - - - - - - - - - - I I Rap, ° - - - 3 - - - - ` I I NOTES. - - - - - - - - - - - - - - - - - - - - - - ° TOPOO-03-TOP 5 TOP TOP I I 39.45 WATKINS DRAIN D -. / o +54.59, 27.00'R B. SEE SHEET C2.10 FOR SIGNAGE AND STRIPING. 0 0 42.18 0 0 38.90 PT/GB U � � r r +24.71, 18.01'R I m_ I 38.95 FL o +47.77, 2 00'R o +63.53, 27.40'R C. SEE SHEET C2.11 FOR STREET LIGHT PLAN. 7. j 0 0 6 I 39.44 TOC D. SEE SHEET C2.12 FOR TYPICAL ROADWAY STREET o - - - -�-o - - - - - I C +63.53, 35.35'R SECTIONS. z LO E. SEE SHEET C3.0 FOR LOT GRADING. SEE ROADWAY PLAN N BLOCK 3 I ° I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SHEET C2.8 69 I TOLERANCES WILL BE ALLOWED. ° I 4 I I G. ALL STATION AND OFFSET LABELING RELATED TO EACH I ° SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. M E . VIA R O 6 E RTO ST. PLAN AND PROFILE S. PEAK AVE . PLAN AND PROFILE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O N zW 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 KEYNOTES ® z Q _5 Lu Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O 0 SUPPLEMENTAL STANDARD DRAWING SD-701. a- O 2. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC (n O z 0 = STANDARD DRAWING SD-701A. \ = w z 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER / Q � Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. C) 0 Luz z 2754 2754 2751 2751 100 - Q Q 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC > j z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES (n z O Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES J SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q V) (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Ln Q O AND SHALL BE COLORED 'TRAFFIC YELLOW'. _ Lu 5. INSTALL CURB TERMINUS PER ISPWC SD-707. Q 2751 2751 2748 � 2748 w � - w � o + 2 w CO o 6. INSTALL 5' WIDE ASPHALT RAMP, 2" ASPHALT OVER 8" Q O Q ,� o + OF 3/4" MINUS CRUSHED AGGREGATE BASE MATERIAL. cc UJ N - o II CL II II �I Q N 7. INSTALL TERMINUS BARRICADE TYPE III PER ACHD Q Iq � SUPPLEMENTAL STANDARD DRAWING SD-1132B. O 0 Ln 2748 i M � 2748 2745 � N Q Z 2745 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM Q N M � N WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. Lu N o 'er Y PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO O N I p UJI N N II BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. 0 m II r �� II m l w J Q 0 � N 07 W ? W Z W J a 2745 0 w II Y-11� 2745 2742 Z W 2742 m w m II FINISHED GROUND w AT ISLAND. REFER TO o w PLAN FOR ELEVATIONS. FINISHED GROUND FINISHED GROUND Ir 2742 0.45 ° 2742 2739 -0.50% _ _ - - - - = '- - 2739 w ^ _2' 9° 3:1 MAX. SLOPE O EXISTING GROUND - v 2739 r \ 2739 2736 / 2736 U O N EXISTING GROUND o N STORM DRAIN z SYSTEM 2736 2736 2733 2733 0 z ENGINEERING Or- 3 9233 WEST STATE STREET LL o BOISE,IDAHO 83714 O a EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL 2733 FINISH GROUND CENTERLINE 2733 2730 FINISH GROUND CENTERLINE 2730 kmengllp.com Q DESIGN BY: LCK \W m 00 m N r N r ,n N V) N ,n V) N V) r to c0 � N r M DRAWN BY: LCK / ao 0 o co m 0 � co 00 c0 L O Z o o 00 00 00 00 00 00 00 0o 0 N M N o r0 n °� r7 °� r7 r7 r7 °� r7 V) CHECKED BY: LCK 0 z N r N N r N N r N N N N N N 0 N N N N N N N N N N N N N N DATE: JULY 2021 PROJECT: 21-025 s 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 SHEET NO. Q v 0 O ti i a SHEET LEGEND SHEET NOTES A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR �SS�ONAL fyG� 19 24" WHITE — STOP BAR ADDITIONAL STRIPING AND SIGNAGE INFORMATION. �oQ ��CENS6 'y 0 60 120 180 B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 00 Plan Scale: 1" = 60' CONTACT ACHD INSPECTION FOR VERIFICATION OF 860 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 7/12/21 0 MARKINGS. OF X �v C. Y' w W a a w w w Q 0 w E. AMBITION ST. a a w a c/7 w O Ln w W H a w APEX SOUTHEAST SUBDIVISION NO. 2 (rr w a w a w a w O z IL w a w a E. ADLER HOF ST. E. ADLER HOF ST. w a w a w a w M a rF- b Z z Q O a Qw a w L O z � w w > = w (D w w w a Q 0 Q z > > w 0 W w a a z uw APEX SOUTHEAST z m — N SUBDIVISION NO. 2 � Q < Un Z O c w w N N "' N Z Lu o N Q a W _ w V) = W Q u a Q z U D O J a uj O (n w a 0 w L/) Q X O o a w w w R4-7 N 24" X 30" Q N OM1-1 18" ON A z a SIDE o w � n • z %Q�� ••••• i�'\� w a w w � z a. E. ADVENTURE ST. o O N o \/+Nuj �'\ z R1-1 Q N a 5 w 30" X 30" Q n W 14-2A—L a o i3unoc�� N a . /��EP��r''+�� ENGINEERING dOlS w • • > 9233 ET • • • O BOIE,IDAHO834z O o j X • Q �O \ PHONE(208)639-6939 LL z I � 0 R4-7 kmengllp.com Q o 19 2 OM1-310 ��/+� I DESIGN BY: LCK W v — ------- J — — — — — — 18" ON A �� DRAWN BY: LCK 19 E. VIA ROBERTO ST. SIDE O CHECKED BY: LCK o Im N N N z o a DATE: JULY 2021 TOP lop- I r O _ �� >, —W � �� — — - z E TOES - - - - - ��- - DE-- - -1OE__ SAE—��OE__ — - - E ME ME Tom - - -T�= =T� - - Tom — _`_ _ _ _ _ _ L � �c — - - - - - - - - - - - - - - - - a � - vG �OG'- VC —TOE— ` IVG IVL IVE PROJECT:T� - - - - - - - - - - - - - - - - - - - - - - - — — — — - - - - - TOE= ��, I - - - - - - - - - - - - - - - SHEET NO. Q o -TOP TOP -TOPS TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP�TOP TOP TOP TOP -TOP TOP TOP T6P —TOP— ��- 1��ya - - - - - - - - - - - - - - - - - /N I I — EG C2. 10- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ O a SHEET NOTES CITY OF MERIDIAN STREET LIGHT NOTES LEGEND A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �Sg\ONAL fNc� CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION ENS yF 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY � THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL q CONFLICTS EXIST. ELECTRIC CODE. DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST MAINTAINED BY THE 6860 CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 B. STREET LIGHTS SHALL BE OWNED 7/12/21 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE / STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN CITY OF MERIDIAN. J' � ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING AND REQUEST INSPECTIONS. HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED C. SERVICE — ALL STREET LIGHTS SHALL HAVE �,5, OF �Cci 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE ��/v C KEN AND FOR THE POLE AND ASSOCIATED WIRING. STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND UTILITY COORDINATOR. CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE 2' MIN. FROM WATER METERS. LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, UTILITY AND PAVEMENT CROSSINGS. DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST D. METERING — CONTRACTOR SHALL COORDINATE METER COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. I STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE mJ 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. WHERE A METERED SYSTEM IS REQUIRED, NEW W I W I LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE N0. — — — — — STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND 00 \ � ILI � 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH ~ L ® — — — — — — — — — — — — — UTILITY COORDINATOR. END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE w s cn ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY s s w w a"w a"w a'w "w a"w e"w 8"W s"w a" a„w a"W s"w a"w � EXISTING TYPE 1 STREET LIGHT HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS s a"s s"s a"s s"s a"s a"s s s"s 8"s s"S 8"s 8"s s"s 8°s s"s s a" 8" a"s WHEN THE ADJACENT PROPERTY IS DEVELOPED. ~ E.AMBITION ST. � EXISTING TYPE 2 STREET LIGHT cn °° co(A I — — — — — — — — — — — — — — — — — — — — W-0 t= T — — — — — 4"PI 4"PI 4"PI 4"PI ~ I I I I s � I s - 26 I � � z ~ I I I o w I 0 w IjA I I � I I I w ~ I I I s = HEAST —d 25 I I SUBDIVII APEX SION O. 2 I I I I I 0 ## ### ### w I W� w I 4 PI 4 PI 4 PI 4'P 4 + 4 PI "PI 4 PI PI I c I 4 4 I 4 PI- 4 1— —4 PI Plan Scale: 1" _##' ~ I I � I Co. 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ADVENTURE ST. a w I I 15"S 15"S 15 15"S 15'S 1 "S 15"S 15"S s 15"S 5"S 15' 15"S 15"S 15"5 15"s 0 5"s s 15"S 15"s s 59 Z z I 1 1 W O m f \ — w 1 I I 33 U 10 I 3 BLOCK 11 I w I BLOCK 3 60 T 34 I � I 62 61 O (/� N O w i i I 35 36 37 38 39 40 41 i o w i 69 68 67 66 65 64 63I z J N d z I I� I 32 I I n EP�� U g W i _ I 129 I I �� ENGINEERING 5725 NORTH DISCOVERY WAY O p 4 P 4 P 4 F� 42I— —4�I 4 PI 4 P 4 PI 4 PI 4 PI 4 PI 4 P / 4"PI \ 4 PI 4 PI 4"PI 4 4 PI 4 PI 4 PI 4" 1 4' I 4 P 4 PI 4 PI 4 PI BOISE,IDAHO 83713 PHONE(208)639-6939 LL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z v I kmengllp.com 0 W I -0I 1a s o N — — — — — I I I 12"W 12"W 12"W 2"w DESIGN BY: LCK IJJ P I E. VIA ROBERTO ST. s 15"s 15"S 15"s "s 5 ` DRAWN BY: LCK Z I I b a� CHECKED BY: LCK O a EG v -� EP Z TOP T� — — — — — DATE: JULY 2021 0 b TOES 2 GI - ----�0� - - �� - - �E - - �� - - �E- - - E- - - - - - - -T - - -T�- - -T� - - -T� - - -T7 �� - - �� - - �o� ;�� ;oE - - �E- - - TeE- - - Tff—_- - TOE- - -IgE- - TeE - - - - - - - - - - PROJECT: 21025 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�� — OP OP OP OP—SOP OP OP pP �p—�flA Of v? �OP OP— ——C]P— — �S� — — — — — — — — — — — — — — — — — — — — z TOP E" TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP Tate TOp—�P �� SOP TOP TOP TOP T TOP TOP TOP TOP TOP TOP I P SHEET NO. I Q TT a � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N w x O a w I z a 1.5' ACHD 1.5' ACHD ENS SIDEWALK SIDEWALK 60' RIGHT-OF-WAY SIDEWALK O EASEMENT EASEMENT 0.5' 0.5' 6860 3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC-CL 16.5' CL-TBC 8' PLANTER 5' SIDEWALK �,� 7112121 �o SLOPE TO -yam 9rF OF EXISTING y��N C 2% 2% 1' LANDING, �/\//\//\/� TYP. / / / / 3" ROLLED CURB 2.5" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG-58-28 AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 14" OF 6" MINUS PIT-RUN SUBBASE a STREET SECTION A—A SCALE: NTS 1.5' ACHD SIDEWALK 57.5' RIGHT-OF-WAY EASEMENT 0.5' Z 3:1 MAX. 5' SIDEWALK 8' PLANTER- 18' TBC-CL 18' CL-TBC 0 SLOPE TO EXISTING w 2% 2% Xl 1' LANDING, \\/\\/j�\/\\/ /\\/ TYP. 6" VERTICAL CURB 3" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG-64-28 AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 18" OF 6" MINUS PIT-RUN SUBBASE o z STREET SECTION B—B SCALE: NTS 1.5' ACHD 1.5' ACHD SIDEWALK 81' RIGHT-OF-WAY SIDEWALK EASEMENT 0.5' 0 EASEMENT .5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING M \//\// \// /\/\/ O N 1 LANDING,TYP. \/� //\/\\// VERTICAL CURB AND GUTTER, TYP. (2.5" ASPHALT PAVEMENT SP-3, 0.50-INCH 1/2") MIX, PG-58-28 z A 6" VERTICAL CURB, 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE TYP. 12" OF 6" MINUS PIT-RUN SUBBASE Ln o �-' z STREET SECTION C—C > Q Lcu z SCALE: NTS 0 0 G Q m — LJJ H U ACHD TEMPORARY 42' ACHD EASEMENT z O Lu TURNAROUND EASEMENT Q Ln C) CL w 48' CL-TBC 48' CL-TBC W L `W N 1' TYP. G Q 3:1 MAX. o SLOPE TO EXISTING w oc COMPACTED SUBGRADE 3" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG-64-28 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE N 18" OF 6" MINUS PIT-RUN SUBBASE z STREET SECTION D— D SCALE: NTS 0 0 Q Z z 0 o v O j Ua N O N r J h Z z z a o U E N G I N E E R I N G F 5725 NORTH DISCOVERY WAY o BOISE,IDAHO 83713 0 a PHONE(208)639-6939 L.L okmengllp.com Q N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK o o DATE: JULY 2021 PROJECT: 21-025 g SHEET NO. Q s v 0 • 12 O ti i a uj CIVIL ACRONYMS GRADING LEGEND w I I I w \\ ' J < I S�ONAL fN �; - - - - - - - - - - - - - - - - - - - - - - - - - - - Q - - - - - - ALL ARE TO FINISHED GROUND UNLESS NOTED AS �S G� sCli o N N wuj l® FOLLOWS: FINISHED GRADE ELEVATION �p� ��CENSf �Y I \ s � N 0 50 100 150 42.50 Q � I a"w s" s"w "w "w s"w s" s" s"w s"w i "w s"w s' STA. - ROADWAY STATION FROM CENTERLINE Plan Scale: 1" = 501 CL - ROADWAY CENTERLINE 1.50% 860 s s"s 3 s s"s s"s s"s s"s s 8"S s s' s"S s"s s"S s"s s"s PC - POINT OF CURVATURE FINISHED GRADE SLOPE 7/12/21 w I o I \ E.AMBITION ST. s PT - POINT OF TANGENCY J' �� 3 ELE. - ELEVATION -yam 9TF 0 f Apr v 3 \ N fsei Ln N L - STATION OFFSET LEFT ��2626 �� FINISHED GRADE CONTOUR y Gj� 0 `° R - STATION OFFSET RIGHT �iN C. KEN I - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TBC - TOP BACK OF CURB - - - -w I I oo I 4'PI4"PI 4"PI 4"PI -4 PI 4"PI 4"PI 4"PI LIP - LIP OF GUTTER _2645- EXISTING GRADE CONTOUR 41.7t 40.53 40.53 SW - SIDEWALK Cr 41 I �� GB GB I I APEX SOUTHEAST TOC - TOP OF CONCRETE I I I I 42. 15 2 �41'cB I - 1 I SUBDIVISION NO. 2 FG - FINISH GRADE - GRADE BREAK Il GB 6 W I s I I I 41.6t O 41.SW 4ogs� �^, I KEYNOTES I I \ I I MA N I �j (n I I �� w I 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. 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FG\ 41.28 42.4t a I / s $"s s"S a" �s"s a"s - s"s s 1 I 8"s 8" a"s s" s»s a"S 41.62 5 GB MA W I as _ SW �' 41.70 52 11 z / I 41.46 SW I - - / i - - - - - - - - - - - - - - - - - - - - - 1 (n GB 38.37 A 39.65 39.65 - - - - - - - - - - - - - - - - - - - - � TBC TBC -4"P 4"Pi ® I 38.87 GB GB 40 16 I ® 4"Pi 4"pi-4" 1 \ s TBC \ w I 39.43 39.78 39.65 41.27 N 38.36 38.36 I GB O7 GB - d d GB 21 GB NGIB � 39.65 41.35 41.35 J I I I GB \ 38.86 ^ 38.68_ 38.87 I 40.16 39.97 I 40.15 o GB GB 41.777 I C I GB GB 39.85 GB I I - TBC I SW I �1N SW TBC o I GB 41.277 GB I � I 41 II ,/� � 41.83 \ 42.Ot S I GB 15 38.86 38.66 'D 39.95 40.15 14 41.77 _41.61 MA \ � \ w \ s 41.65- 41.85 53 w I I I s I SW TBC v 38.50 38.50 39.79 39.79 TBC I SW I SW II TBC TBC SW S I I \ I I GB GB - GB 40.2B I GB 00 40.22 40.27 GB I w � I 38.60 w s O GB ld id GB 20 39.89 38.80 39.00 39.89 41.14 38.60 40.29 40.10 w I I N 00 I GB GB Co TBC SW SW TBC GB GB GB I 41.10 41.10 w I 39.79 39.10 I N I I I 40.39 41.14 41 G6 I I GB GB GB GB 48.90 I W I w GB 2740 GB I 41.60 41.7t s I 14 39.10 co BLOCK 13 40.01 s 40.19_ 40.39 3 I 2741 13 41.64 -41.44J O Co GB -2741 MA SW TBC 38.72 38.72 40.01 TBC SW SW TBC W s I I I I GB GIB 14 Gg GB I I I \ s 41.40- 41.60 o I I �� 39.22 40.51 I TBC SW 40.13 40.76 `� s GB O GB - GB 19 GB C I I d I 0 o I LLi 39.02 39.22 - I I z 40.51 40.31 / I 38.84 38.84 > TBC SW I I SW TBC N 40.13 40.13 40.90 I °D I N z Q GB GB I Q I I 40.63 I GB GB 41.40 I N z J w I I 41 39.73 39.34 � I I w 40.90 40.84 40.84 GIB GB I a > I GB GB ' 40.22 Q I GB I I I GB GB � s 13 39.34 39.14 W 38.93 38.93 40.22 w s 40.43 40.63 O I 12 41.40 -41.20' O Gg 41.34 41.3t I N GB GB � GB � z TBC SW I SW TBC d- I GB MA � � s I SW TBC I 39.43 40.04 40.52 40.72 I � O 1 n I O a I N I I N s GB 10 GB 1dI d- GB 18 GB N I I N 41.14- 41.34 w I I -u I _ w 39.24 39.43 O 40.72 40.53 Q I w TBC SW I > = L.,., w 38.86 38.86 TBC SW I SW TBC c� 40.12 40.12 - 40.66 I I I - Q GB GB I I I uj I I vi I II GB GB I BLOCK 14 GB I , Q W 39.67 39.36 I wN I 40.62 40.66 41.16 m - APEX SOUTHEAST I 38.78 38.78 40.02 40 02 GB -2740 GB GIB > W I S GB GB I I GB GB `,�_ Id GB GB I s 40.43 40.62 O - 11 41.16 -40.96' GIB GIB SUBDIVISION NO. 12 39.36 39.16 w 39.28GB z > S I SW TBC N I 11 39.G6 r G6.29 17 40.52 I TBC SW 5 \ SW TBC I GB.07 41.MA Q I I a BLOCK 12 I GB I I .5 39.09 39.28 O I O 40.52 40.33 I I II - TBC SW TBC N v 40.88- 41.07 56 II (f 0 C w I ® I °' w I 38.60 I I I �� I 39.80 39.80 40.42 a TBC SW N C8.60 GB I I I `�� I o� GB Gg GB I a I I I I w DC - N I 38.17 39.10 I 38.55 38.55 I I 39.73 39 GB ^ I 40.30 40.42 40.92 I®� U I I I = LLJ I GB C w I I \ s I GB 11 39.10 38.91 I 39.05 3986 I I 40.05 40 GB I N 40.10 40.30 O GB N \� 10 40.92 -40.72' v;o 40.31 40.31 G z IQ I I ,�� I I I SW I TBC S 38.85 GB 39.05 12 GB I I I GB 16 TBC SW Qo 3W TBC u I GB GB - I I I 40.SW 40 BC I I o �� I I 40.81 41.1 t O r II I w N w(fi Co TBC SW I �I I I \ I w N GIB S7 MA II Q w 38.34 38.34 I I W 39.47 1 TBC 1- SW 81 O I I N w 39.47 40.18 J I GB GB I 38.32 38.32 39.43 I GB Gg GB I� u ' "GB s 39.97 40.18 40.68 L LI GB GB I IX\-3' .43 GB I - � 40.35 w I 38.08 38.GB s 38.82 39.77 I I I 39.78 39.93 GB Gg GB ;o TBC GB 04 IOL I38.5t 37.3t s I 10 38.84 38.65 °J GB O GB I I I I I GIB O GB 39.77 39 97 O7 = C6.15 O9 40.68 40.48 Q MA I _ 38.18 � 13 39.68 15W d1/!/"-MA 37.45 I Gg SW TBC 38.62 38.82 39.50 39.93 M.74 TBC SW I , SW TBC 40.54 40.04 0 38.09 I TBC SW GB I 1 I \ 39.15 TBC I 40.00 40.05 ++ 40.35 I GB GB SW 38.09 I I , 38.09 GB I I f a I w 38.84 37.45 GB I I I GB I GB GB I TBC 40.54 40.9t m 2GB 1 „w GBw 1 -37.25 ® GB GB I 40.60 I SW MA N I ~ I 36.95 36.95 TBC 4"PI 4"PI I 4'F 4"PI 4"PI " I 39.15 4°PI a"oi 439.15 4"PI 4" 40.88 s s"s s"s s"S s 38.09 40.59 SW ® 40.62 _ GB 8 40.55 I 58 GB I I 9 38.58 - GB 39.64 GB I m I GB GB 37.56� - - - - - - - - - Gg- - - - - - - - - - - - - - - - - - GB- - - - - - - - - -GB - - - - - Gg- 40.39 GB o W I I I \ s 37'35 \�\ 38.58 GB.58 39.S4N I GB 64 40.S4N� TBS / G6.08 40.13 GB 39 LL' I TBC 37.63 SW-38.39 s 38.58 39.64 �� GB 40.93 a I 38.39 39.44 39.45 40.74 FG- \ � _, Z"W -12"W 12'W T 12" 12°W 12"W 1� 12°W 2 12' 12°N 12 12 SW 12"W 12"W 12"W 12"W 0.49 S ~ O I0I I O s SW. . 37.58 2736 TBC TBC SW 2739 �`39 2� 'j°J TBC TBC 2740 TBC FG iii 38.99 37.19 \ 37.46 TBC 12"SD 1z" 1z"sD 15"sD 1b �0 12"SD- E. ADVENTURE ST. 40.39 1 I 30 37.74 / - 40.60 o w I II I m GB FG GB� \ 'TBC �" -37 7715"S 1 "S " 15"S 15"S 15"S 15"S 15"S 15' 15"S 15"S S 15"S 5' 15"S 15"S 15"S 1 s 15" "S� 15"S TBC S 59 41.13 GB Q I I cn I 37.52 37.52 �\ SW 40.67, w FG w 40.39 z Z O I GB 37.73 _37.69_ TBC TBC TBC TBC TBC - TBC 39 BC - 39.52 - TBC - - TBC - - - TBC - - - TBC 40.15 40.40 TBC 40.66 _SWJ,0 GB IT 0 w v I GB FG GB 37.79- - 38.00- -3 TBC - - 38�44 - - 38.65 38.- GB N ® TBC_ _ _ TBC _ _ _ _TBC_ _ TBC_ _ 40.80 40.94 40.5t w I I 38.97 39.16 39.64 3 v 37.91 6) 37.98 38.20 38.41 38.63 38.85 39.06 39.52 39.08 39.35 39.84 - _40.09 40.34_ _40.60_ -40.85 SW FG MA w I I I 39.10 - \= SW= - SW- SW- SW= SW- SW SW SW SW- SW SW - SW SW- SW` ° 40.30 40.68 40.63 I U a I I 37.25 37.19 vs FG GB 38.1 1 37.74 37.98 38.20 38.41 38.63 38.85 39.06 39 02 I 39.08 38.58 39.35 39.84 40.09 40.34 40.60 40.85 GB GB 37.71 31 FG GB GB GB GB GB GB GB GB GB GB I GB I GIB GB 1 GB GB GB GB GB IN1 J 40.80 FG 80 40.39 I I D a I I GB 38.23 33 38.03 37.27 37.48 37.70 37.91 38.13 38.35 38.56 38.85 \ 39.34 39.59 39.84 40.10 40.35 110 N GB 40.18 GIB 37.73 FG FG GB GB GB GB GB GB "W GB I J / I I GB GB GB GB GB GB 60 I I N N W I I GB 37.93 w rn GB GB BLOCK 11 ado N I cfl ^ I BLOCK 3 I � 62 61 I (/') I I I 39.10 Cg.38 37.Gg 37.43 34 35 36 37 N 38 39 40 41 I "� I I 69 68 67 66 65 64 63 O NI z Z J I� GB I 37.73 37.43 GB I I I w I I I I 0 Z w I I I � I I GB GB 37.27 37.48 37.70 37.91 38.13 38.35 38.56 39.02 I Q I 38.58 38.85 39.34 39.59 39.84 40.10 40.35 N 40.39 40.63 40.88 I I - - U g I I I I 38.90 32 37.43 GB GIB GB GB GB GB GB GB I I Q I GB GB I GB GB GB GB GB I 1 GB GB GB I / 6P-�Fp\ E N G I N E E R I N G or- GB GB 38.11 38.33 38.55 38.76 38.98 39.19 39.41 39.62 I w I 39.77 40.06 40.33 40.61 40.88 41.15 41.42 I 41.83 42.10 42.4f \ 5725 NORTH DISCOVERY WAY I I iI 29 A� 37.43 38.23 GB GB GB GB GB GB -GB GB a GB GB GB GB GB GB GB GB GB MA // `�� BOISE,IDAHO 83713 O GB - I I - I - - 2741 - / \ \ PHONE(208)639-6939 LL / W I I I I GB 2738 2739 sD N 2740 N / F \ - - - - - 2741 2742 mengllp.com z I I I - - - - 4"PI - - 4'PI PI - - 'PL - - 4"PI 4"PI 4" I 4"PI 4"PI 4 PI 4"PI "PI "PI / 4"PI \ 4"P 4 1 4"PI 4"PI 4"PI 4" 4"PI 4"PI 4"PI 4" II 40.30 4"PI 4"PI 4"PI 4" I o 1 o / I - - - - -- ® - - - ®- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Gg -- - - - - - - - - - - - I DESIGN BY: LCK 0 I > I I� 0 2j3 41.56 / DRAWN BY: LCK Z _ 12"W 12'W 12'W W 0 Z - w I - GB --� s-- R - CHECKED BY: LCK O o \ I / \ DATE: JULY 2021 b - � 27 E. VIA ROBERTO ST. s 15"s 1s"s 15"s 1s"s 15"�2� s � �38 3g z 2739 L 274p 27¢1 �42 �� d� PROJECT: 21025 o 2740- - `� SHEET NO. Q I TOP- TOP OP 736 TOP TO ^� -_2737 -SDP- - - - v 2 1 241 fi0 -7QC- -ZOE��nFY �nF- 2 �E-- €� E-_ �sF-_-=- c`E -- �- E- ME -2739- - - C- - - - - - 3F`1 .0 o TOP p � �� - - � - - - - O OP TO z SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �Sg\ONAL fNc� 0 60 120 180 NOTES. \CENSfO yF Plan Scale: 1" - 60' B. SEE SHEET C4.1 FOR STORM WATER DETAILS. 6860 C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN 7112121 AT OR BELOW 20 FEET FROM EXISTING GROUND `f' �� SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR Co ' ! i I uj BASED ON THE INFILTRATION TEST RESULTS WITHIN THE �y F OF Q POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR �iN C. KEN I W w � I Q 1 I �'o� GREATER. FOR ADDITIONAL INFORMATION REFER TO THE 1 °m GEOTECHNICAL INVESTIGATION "APEX SUBDIVISIONS NW & a - - - - - - - - - - - - - - - - - - - - - - - - - - /19 SE PHASE 2" PREPARED BY ATLAS, DATED APRIL 5, \ w ~ IS o ® 2021. S - I viLI)5 e"w "w a"w a"w a"w "w s"w e"w s"w s"w a" a"w f a"w a"w s"w a"w s"w 5 D. PROVIDE WATER-TIGHT SEALS AT PIPING 1 5 8"S a"s a"s a"s s"S a"s g s"S e"s a"s e"s a"s s"S s"s a"s 5 s" a" s"S s"s a"s a"S s `� ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, 3 E. AMBITION ST. 3 3 AND MANHOLES. W 1 5 � � � � � � � � E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - s �_ COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF 1 4"PI 4"PI 4"PI " 4"PI N ROW OR WHERE COVER IS GREATER THAN 2 FEET THE ~ I I I I STORM PIPE SHALL BE ADS N-12 HP PIPE OR a a 1 APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN S I I 26 - 1 I LESS THAN 5-FEET OF SEPARATION BETWEEN 1 I I I � STRUCTURES. S I I I � APEX SOUTHEAST F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC SDMH #1 w I SUBDIVISION NO. 2 STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. w 1 1 I I 48"0 SDMH FLAT TOP 25 1 I STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RIM:2739.97 I 1 RATED LIDS UNLESS OTHERWISE SPECIFIED. 1 I 1 s _ d- -- SUMP-2734.44 I 1 INV IN:2736.44 12" (E) 15.7' 12" ADS N-12 HP G. THE CONTRACTOR SHALL COMPLY WITH ALL THE w I 1 I 1 INV IN:2736.44 12" (W) 1 w� � 1 0 0.44% REQUIREMENTS FOR STORM WATER DISCHARGE �.� INV OUT:2736.44 12" (S) ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES z 1 4 PI 4 PI 4 PI 4'P 4 + 4 PI PI 4 PI PI I I INLET #1 4 y- 4 PI- 4 PI- - IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP O 1 I 1 I 14.7' 12" ADS N-12 HP 1 ACHD SD-604A, TYPE IV PLAN PREPARED FOR THIS SITE, REGULAR SITE N 0 0.47% RIM:2739.62 INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE 1 1 s Id 1 SUMP:2735.51 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN w w CC 1 I I 1 ILu NLET #2 24 I � � INV OUT:2736.51 12" (W) BLOCK 3 50 THE NPDES GENERAL PERMIT. ~ ACHD SD-604A, TYPE IV RIM:2739.62 I Q100=0 94cfs 45 46 47 H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN 0 I SUMP:2735.51 ENGINEER AND ACHD. INV OUT:2736.51 12" (E) I I 1 48 W I I s Id Q25=0.32cfs I N I 44 SDMH #3 U) I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM Q100=0.44cfs 23 48"2 SDMH FLAT TOP S I I DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN RIM:2740.08 Cn I °' MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER 52.9' 12" ADS N-12 HP w 43 SUMP:2734.16 PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH 1 oo I _ 0.53% INV IN:2736.16 12" (N) 49 / 51 SECTION 8018 OF THE ACHD DEVELOPMENT POLICY W I f 1 19.1' 12" ADS N-12 HP 1 INV IN:2736.16 12" (S) MANUAL AND ISPWC SD-623. - - - - - - - - - - - s 1 d 0 0.63% - - INV OUT:2736.16 12" (W)- - - - 1 "GI / Ln Cn o0 102.5 18" ADS N-12 HIP 22 1 � � m L J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, S C I 0 0.00% " a"w a"w 'w a"w s' THE CONTRACTOR SHALL CONFORM TO THE STANDARDS z s"w a"w a"w a" a"w � , , 5 z / = E.ADLER HOF ST. ACHD STOEAS M AIIT -�0 26% E. ADLER HOF ST. 8, SET BY THE CITY A MERIDIAN AND SECTION 8200 OF w o g s'S s"S a's s' ma's g s s.. 23.1' 12" ADS N-12 HP 8's :�"s THE ACHD STORMWATER GUIDELINES. I 52 K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 1 / BLOCK 13 SGT #1 5 - - - - - - - - - - - - - \ t AND 8200 OF THE 2017 ACHD POLICY MANUAL. W I 4"PI 4"PI ® 14 RIM:2740.10 (S) 1 4"PI 4"PI 1 g L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE 0 1 1 O RIM:2740.10 (N) 1 INLET #3 LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE I 1 7id- INV IN:2736.04 12" (E) I C ACHD SD-604A, TYPE IV ELEVATION PER THE INTERNATIONAL BUILDING CODE, 1 INV OUT:2735.19 18" (W) 21 S RIM:2739.65 O I I A INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN 1 s 15 01 INLET BAFFLE:2735.36 SUMP:2735.26 14 REQUIREMENTS. o ~ I I 5 I I OUTLET BAFFLE:2735.94 wN 1 INV OUT:2736.26 12" (W) �' S 53 W c I 1 � I I 20 1 Q25=0.31cfs I I KEYNOTES # 1 f Q100=0.43cfs O I '_ w s O d ACHD SD-604A,INTYPEV 15.7' 12" ADS N-12 HP �' I w 1. SB #1 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 a 1 w 1 1 1 RIM:2739.65 �° I 0 0.25% CH� (97'L x 12'W x 8.5'D) w 1 I 1 Go SUMP:2735.26 3 s 14 INV OUT:2736.26 12" (E) I w S 1 48"0H DMH FLAT TOP O 13 1 2. SB #2 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 1 I I LL.i 1 Q25=0.26cfs I C RIM:2740.00 1 S 54 (82'L x 13.0'W x 8.5'D) M z Cn CoINLET #15 1 > � 1 Q100=0.36cfs SUMP:2734.22 I 1 A w 1 1 > I ACHD SD-604A, TYPE IV �J S O d� 19 LL; INV IN:2736.22 12" (E) 0 I 3. SB #3 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 O Q 0 1 Q 1 RIM:2738.09 I a 1 14.7' 12" ADS N-12 HP 1 > 1 INV IN:2736.22 12" (W) (139 L x 15.0'W x 8.5'D) J = SUMP:2733.98 I w INLET #9 0 0.27% w INV OUT:2736.22 12" (N) 1 z 1 I 1 INV OUT:2734.98 12" (W) Ln ACHD SD-604A, TYPE IV z S 1 O - 12 1 4. SB #4 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 z W o i 1 w s l 13 Q25=0.41 cfs vi i RIM:2738.42 I 1 4 I 0 I A (48'L x 13.0'W x 8.5'D) O z 1�1 Q100=0.57cfs I O SUMP:2734.31 1 a L s SS oc vi 1 s INV OUT:2735.31 12" (S) 18 Q I O LLI o � w 5. INSTALL GROUND WATER OBSERVATION WELL PER ACHD w 1 15.7' 12" ADS N-12 HP w Q25=0.09cfs 1 �_ > = w 0 0.25% 1 10 Q100=0.13cfs vi 14.8' 12" ADS N-12 HP LL; SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION 5 12 INLET #8 I 1 0 0 87% BLOCK 14 1 > 1 BED 5' FROM THE END AND OUTSIDE OF BED A > = G I 158.8' 18" ADS N-12 HP w Q ACHD SD-604A, TYPE IV SDMH #4 1 Cow MINIMUM OF 50' FROM THE PERIMETER OF THE BED. Q W W I SDMH 8 C 0 0.00% t _ 48"O SDMH FLAT TOP 5 11 0 ul)~ I 48"� SDMH FLAT TOP 1158.8' 12" ADS N-12 HP I SUMP:2735.04 1 s O Z� I 0 O s I 1 I INV OUT:2736.04 12" (E) S MP 273 91 I Q I 56 O _ I 1 � I RIM:2738.43 I S 0 0.00% 5 - 1 O m SUMP:2732.94 1 ACHD STORM DRAIN Q25=0.30cfs w I I 11 INV IN:2735.91 12" (E) u s INLET #6 vi INV IN:2734.94 12" (E) EASEMENT I 17 Q100=0.41cfs I Ln z a- INV IN:2735.91 12" (W) I oovi I ACHD SD-604A, TYPE IV � "= INV IN:2734.94 12" (W) �° SGT #4 1 °' 5 1 )` I INV OUT:2735.91 12" (S) 1 oo RIM:2 2735. Q Z 1 1 INV OUT:2734.94 12" (S) 1 RIM:2739.71 (S) 12 I -102 Cfi I O 95.4' 18" ADS N-12 HP I I SUMP:2735.77 Q RIM:2739.76 (N) O 1 1 15.7' 12" ADS N-12 HIP r - INV IN:2736.77 12" (E) 1 S 11 v v s 0 0.00% INV IN:2733.86 18" (W) 3 I w INV OUT:2733.66 18" (N) I I 16 0 0 81% O I I 1 INV OUT:2736.77 12" (W) 14.8' 12" ADS N-12 HP 1 I INLET 7 I w f 1 _ 0 0 27% �, # � 10 1 � � Q25=0.51 cfs � = W W ILLINLET BAFFLE:2733.18 1 I Q100=0.72cfs O OUTLET BAFFLE:2733.76 I / 1 wN R MH2739.1404A, TYPE IV - w 00 s 57 INLET #14 1 1 O I 1 ACHD SD-604A, TYPE IV 1 I I ACHD SD-604A, TYPE IV I SGT #3 i I INV OU 735.04 9 I RIM:2738.09 RIM:2739.65 (S) 13 I I I 5 A /I INV OUT:2736.04 12" (W) W I s 1 SUMP:2733.98 s_ RIM:2739.70 (N) I I Q25=0.46cfs 1 SUM P: 735. N;, 15 � 2 - SUMP:2735.90 1 INV OUT:2734.98 12" (E) 1 INV IN:2733.86 18" (S) 1 O Q100=0.64cfs O INV OUT:2736.90 12" (W) r I Q25=0.30cfs INV OUT:2733.86 18" (E) v I 1 38.5' 12" ADS N-12 HP ACHD STORM DRAIN�,I Q25=0.80cfs �/ " 12"w 12"w 12"w 1 ® 10 Q100=0.42cfs INV OUT:2733.66 12" (N) I 1 0 0 78% EASEMENT I /� W I a s s s a s 9 INLET BAFFLE:2733.18 I I 8 / 5Q100=1.11cfs 0 4 PI 4 PI 'P - - 4"PI 4 PI I 4 PI 4 PI - , S8 W - - - - - - - - - 38.5' 12" ADS N-12 HP OUTLET BAFFLE:2733.76 - - - - - - - - - - - - - - 0 F I 5 , 0 0.26% 16.3' 18" ADS N-12 HP 8.49%� ADS N-12 HP # 5 5 30.5' 12" ADS N-12 HP Q SDMH 5 V) 1 , 48 0 SDMH FLAT TOP 0 0.42% - 12"W 12"W 12"W 12"W "W 0 0.43% "W 12'V 12'W 1� W 12"W 12"W " � I \ �� RIM:2739.69 4.3' 12" ADS N-12 HP_ 1 30 \ E.ADVENTURE ST. 12"sD 12"SD 15"SD 12' D SUMP:2733.61 0 0.46% a w I 15"S 15"S 15 15"S 15"S 1 15"S 15"S s 15"S 15"S 15' 15"S 15"S 15"S 15"S 15"S s X I 1 5 INV IN:2735.61 12" (N) / 59 w 10 33 SDMH #10' INV OUT:2735.61 12" (W) SGT #2 w m SDMH #9 48"� SDMH FLAT TOP 109.9' 12" ADS N-12 HIP - f 1 - SGT #5 - - - - - - 48"� SDMH FLAT TOP N RIM:2740.36 (N) RIM:2739.58 0 0.77% o a 1 I RIM:2737.92 (W) RIM:2738.66 a w 1 RIM:2737.92 (E) SUMP:2732.84 SUMP:2731.93 1 1 SDMH #6 INV IN:2736.75 12 (E) W I I 31 INV IN:2734.43 12" (S) 69 68 48"O SDMH FLAT TOP � INV OUT:2735.90 18" (N) INV IN:2734.09 12" (E) INV IN:2734.84 12" (N) INV IN:2734.43 12" (W) 1 0 1� I INV OUT:2733.24 18" (E) BLOCK 11 INV OUT:2734.84 12" (E) 1 14.7' 12" ADS N-12 HP RIM:2738.77 BLOCK 3 INLET BAFFLE:2736.07 o a 1 1 INLET BAFFLE:2733.41 INV IN:2734.18 15" (E) I N Q 1 0 3 739 SUMP:2732.51 I OUTLET BAFFLE:2736.65 z _ 1 OUTLET BAFFLE:2733.99 163.7' 12" ADS N-12 HP INV OUT:2733.93 18" (N) Y INV IN:2734.76 12" (E) I I INLET #10 64 63 62 61 60 z W 1 I I 34 35 36 0 0.25% I I w ACHD SD-604A, TYPE IV INV IN:2734.76 12" (S) O O O 0 1 1 INLET #17 ACHD STORM DRAIN 140.4 12 ADS N-12 HP a INV IN:2734.76 12" (N) o I 10 32 ACHD SD-601, TYPE I EASEMENT 37 38 39 0 0.59% �i RIM:2738.42 _ 1 INV OUT:2734.51 15" (W) N U SUMP:2734.31 � t 0 1 RIM:2737.39 INLET 13 a 1 1 SUMP:2732.11 53.0' 18" ADS N-12 HP # 1 I INV OUT:2735.31 12" (N) 1 29 0 0 0.00% ACHD SD-601, TYPE I 1 I a W 1 1 O INV IN:2734.11 12" (S) RIM:2738.42 Q100=0.75c 67 66 65 \ 0 1 INV OUT:2734.11 12" N 4 - - -4 �I 4 PI- - -4 PI- - -4 PI - - -4 PI - - -4 PI SUMP:2734()_/ 4;PI \ ® 0 Q100=0.75cfs N I I ( ) 15 ADS N-12 HP4 PI 4 1 4 PI 4 PI 4 PI 4 1 4' I 4 P 4 PI 4 PI 4 PI / \ Q25=0.62cfs r - -_ 5 INV OUT:2735.39 12" E Q100=0.86cfs - - - - Q25=0.26cfs - 0% J I 'J - a Q100=0.37cfs INLET #12 I z J - - - - - 1 I I 33.5' 12" ADS N-12 HP 4 10.0' 12" ADS N-12 HP ACHD SD-601, TYPE I 12"w 12"w 12"w 12"w " J 0 0.42% 4.3' 12" ADS N-12 HP E. VIA ROBERTO ST. 0 1.30% RIM:2738.42 g 15"s 15"s 15"s 15"S 5 U SUMP:2734.39 E N G I N E E R I N G v EG 1m1 a 0 0.46% 66.3' 12" ADS N-12 HP ( ) a� 5725 NORTH DISCOVERY WAY 0 0.60% -INV OUT:2735.39 12" W EP � Q25=0.79cfs BOISE,IDAHO 83713 Q o TOP TOE 2 cl -- '� ---�0� - - �9� - - �oE - - INLET #16 = - - - -Q100=1.10cfs - TgE - -oE- - -TGE- - - INLET #1 14.E - - TOE p�-----icy - - �0�----fiOF - - �0� - - �o� - - -TflE-- -:FOE -_ �sE -_- -TOF- -_- TOE_ -_- TOE_-_-_- TIM - -1�- - T6E _ _ PHONE(208)639-6939 LL a - - - - ACHD SD-601, TYPE I ACHD SD-601, TYPE I- - - - - Zy� - - - - - - - - - - - - - - - - kmengllp.com "TOP - -0� - - �� - - OP - - - �..OP oP oP P oP 41.5' 12" ADS N-12 HP= - - - - - - - - o TOP Ew TOP TOP TOP TOP-RIM:2737.36 -TOP TOP TOP TOP RIM:2738.77 �P TOP TOP TOP �P TbP TOP TOP T6P TOP TOP i P Q - - - - - '0 0.31% DESIGN BY: LCK N 1 a SUMP:2733.25 SUMP:2734.66 �J - - - - - - - - - - - - - - - - - INV OUT:2734.25 12" (N) - - - - - - - - - - - - - - - INV OUT:2735.66 12" (N) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 DRAWN BY: LCK T T w� 1 x Q25=0.46cfs Q25=0.50cfs SDMH #7 > w Q100=0.64cfs 48"2 SDMH FLAT TOP CHECKED BY: LCK Q 100=0.70cfs o RIM:2738.69 DATE: 1ULY 2021 b SUMP:2733.26 a x INV IN:2735.26 12" (S) o W INV IN:2735.26 12" (E) PROJECT: 21025 w a INV IN:2735.26 12" (W) � INV OUT:2735.26 12" (N) SHEET NO. Q 1 C4.0 p a z SS�oN A L f NC LEGEND ��, CENS O WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER FO F 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 6860 OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- p 7112121 0 CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS iT IIIIIIIIIII :° �: :, PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" �y F OF III-I1 b p PIPE. DRILLED WELLS MAY USE 4" PIPE �iN KEN NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK ZEE V IlTI- Q �= O$ POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES s 3 NOTES: PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR STORM DRAINAGE FACILITIES N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS Q 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION w w o o > ~-180 IIU Fi� ��,rl �� z 8 3 X w O 6 SECTION CONCRETE COLLAR N > N.T.S. p v� 4 w w W H 9 r7 7 I 8>> z SECTION N.T.S. 2017 ACHD REVISION 2017 ACHD REVISION IDAFORHPUBL PUBLIC WORKS STANDARDS GROUNDWATER STANDARD DRAWING FORIDAHPUBL PUBLICDAR WORKS GROUNDWATER STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD - 627 CONSTRUCTION OBSERVATION WELL SD- 627 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 M z o Q z z SIDEWALK NO TREES ARE ALLOWED WITHIN O z IDEWALK PER ACHD SUPPLEMENTAL 10 FINISHED GROUND NO TREES ARE ALLOWED WITHIN OF THE OUTSIDE PERIMETER LLI 1,000 GALLON I-� A ��B STANDARD DRAWING SD-709. OF THE SEEPAGE BED O T SAND AND GREASE TRAP PER CURB AND GUTTER 10' OF THE OUTSIDE PERIMETER FINISHED GROUND > 2 ACHD REQUIREMENTS ,i PER ROADWAY PLANS. OF THE SEEPAGE BED LI.J ELEV. - "A" (MIN.) �j/�j �• ELEV. - "A" (MIN.) 5 LF OF 18"0* UjA�V��A��A��A��A��A��A��A��'�� A/�A/�A� �A/ V/�A��A��A/�A/�A%� cl ,/////////// ////////////////. A/A/A/A/A/A \/ A/A/A/A/A/A� ADS N-12 HP m w �, /j//j/ ELEV. - »B» ��//�//�//�//�// /�/ 6 //�//�//�//�//�//� m 0 V) SD SDI ------- ----- >Q� ELEV. - B» 11-1 3 (� H =w U) 3 ELEV. - "C" Q L J ------- --------- Q�� ELEV. - »C» =� N Lu Uj 5 5 5 Ld J 5 Q Q 0 *18"0 PERFORATED ADS N-12 HP. Q m Q TRANSITION 5' IN BED NON-PERFORATED TO Ly A Ly B �w LLJ LIJ PERFORATED PIPE =w 0-w = LI J LENGTH VARIES, SEE TABLE THIS SHEET w� wo N :2 Q 1,000 GALLON PLAN VIEW � 2 � SAND AND GREASE TRAP PER 2 ELEV. - "D" ACHD REQUIREMENTS. ELEV. - "D" z Q O LOCATIONS, ELEVATIONS, AND z Q ADDITIONAL INFORMATION PER WATERTIGHT CONNECTION SHEETS C4.0 WIDTH VARIES, SEE x WIDTH VARIES, SEE MAX. HSGW TABLE THIS SHEET LLJ O 18"0 PERFORATED ADS * FINISH GROUND MAX. HSGW TABLE THIS SHEET = OR ROCK ' ROCK ELEVATION N-12 HP EL 18" ADS CAP ELEVATION LL � 4 o ---- --- ------- - ------ 0% SLOPE -- - SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW SECTION VIEW B-B: SEEPAGE BEDS OUTSIDE OF PUBLIC ROW KEY 0 KEY 0 1. ISPWC 801 OR ASTM C33 FILTER SAND. 1. ISPWC 801 OR ASTM C33 FILTER SAND. PROFILE VIEW 2. 3/4" - 2" ANGULAR ROCK. 2. 3/4" - 2" ANGULAR ROCK. Z 0 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD 4" OF CHIPS PIPE BEDDING STORMWATER DESIGN GUIDELINES DETAIL BMP 20. STORMWATER DESIGN GUIDELINES DETAIL BMP 20. w 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL D GROUND WATER OBSERVATION ENGINEER. ENGINEER. o WELL PER DETAIL 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED Z 9 EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 0 z 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 6. FOR SEEPAGE BEDS OUTSIDE OF PUBLIC RIGHT-OF-WAY A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL OF 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN o WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL LANDSCAPE AREAS. BE PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD U u STORMWATER DESIGN GUIDELINES SECTION 8202.23. o a N O . w N GENERAL NOTES v, SEEPAGE BED TABLE A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS 0 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR ADDITIONAL Z INFORMATION REFER TO THE GEOTECHNICAL INVESTIGATION "APEX SUBDIVISIONS NW & SE PHASE 2" PREPARED BY ATLAS, DATED APRIL 5, 2021. BED LENGTH BED WIDTH DESIGN INFILTRATION Y SEEPAGE BED (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) RATE (I INFILTRATION C. AALL LL DRAINAGEOTEXGE TREATS RUCTURES SHALL OVERLAP 1 BE 2 FOOR GREATER OT M N MUM, LOAD RATED. ENGINEERING U Z u D. BED WIDTH SHALL REMAIN CONSTANT. E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY 5725 NORTH DISCOVERY WAY SB #1 97 12.0 8.5 2739.89 2738.39 2735.19 2729.89 2719.7t 4,730 8.0 BOISE,IDAHO 83713 O EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM PHONE(208)639-6939 LL TO ACHIEVE THE REQUIRED INFILTRATION. kmengllp.com o SB #2 82 13.0 8.5 2740.36 2738.86 2735.90 2730.36 2720.4f 4,361 8.0 F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. 0 N G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. DESIGN BY: LCK LL\\J SB #3 139 15.0 8.5 2739.77 2737.34 2733.64 2728.84 2718.7t 9,525 8 0 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL DRAWN BY: LCK / N COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. a I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. CHECKED BY: LCK O SB 4 48 13.0 8.5 2737.89 2736.39 2733.24 2727.89 2716.6t 2,520 8 O J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR o # ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. DATE: DULY 2021 PROJECT: 21-025 g SHEET NO. Q ~ SEEPAGE BED DETAI L #1 N N C4. 1 TS O 0 a z w w SHEET NOTES I I j i I > I I Q I S\ONAL N I i w � I �I I I z I I I z I A NOTESHEET C1.1 FOR GENERAL AND SANITARY SEWER �o��S�\CENSFOC�y w s l APEX SOUTHEAST 11 w I I I I o s l O6 10 - �,w Q a I SUBDIVISION N0. 2 I cli � s I 12 I 16 I I Q I B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. = I SEWER ALIGNMENT "B", Cn U1 I I co Q I u I 0 N O SEE SHEET C5.1. SEWER ALIGNMENT "C", I �' u I I vi C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY J, 7112121 z o w I I SEE SHEET C5.3. N w I O OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE �� Q N cn + s 57 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9 9T Q v SEWER ALIGNMENT "D", i, o SD-507. �y F Of \� �Cv� SEE SHEET C5.4. `r' �I i BLOCK 12 I S BLOCK 13 I I I I BLOCK 14 I I �iN D KEN s 10 s 13 I I I 15 s s 7 9 I I 00 I D. INSTALL STANDARD SERVICE MARKERS PER CITY OF EXISTING SSMH #A-1 (60-INCH)( O I a --m I I O MERIDIAN STANDARD DRAWING SW3. STA: 15+20.43 OFFSET: 0.00' I to o I - I I I E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER ' N: 683200.40, E: 2459363.39 I I I i I I I I _U SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY tz"w 1 'w o I I �_ SSMH #A-4 (60-INCH) EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 4"PI 4" 4"PI 4"PI 4"PI �4"PI 4"PI 4"PI 4" 4"PI 4"PI 4" STA: 23+99.63 OFFSET: 0.00' ® TO INSTALLATION. SERVICE LENGTH AND INVERT ARE r7---4"PI - - 9 - - - - - - - - - - - - - - - - - - - - - - - - - - - J - -- - - - - - 8 _N: 683202.01, E: 2460242.59 O BASED ON STUB LOCATION. STATIONING TAKEN FROM s CENTERLINE OF SEWER ALIGNMENT. \ 5 E. ADVENTURE ST. S _ g F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM x0 tz"w t2"w tz"w t2"w t2"w tz"w tz'w t2"w tz"w 1 tz' tz"w tz"w t2"w tz"w tz""' • t2"w tz"w tz"w �s O 180' �80 s SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY \ j 16+00 17+00 18+00 tz"so tz"so 19+00 • o is"s°-20+005"sA tz"so 21+00 sp 22+00 23+00 0 SEWER MAIN AND SHALL BE 4" DIAMETER. a \ N 15" 5"S 15"S 15"S 1�"S "S 15"S 15"SI 15"S bT 15" 15" 15"S 5"S 5"S �+ / Al 59 G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, f\ nor« � 9a N' � w w �_ CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP / ® - - - - - - - N s ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND - - - - - T - - - - - - - - - - - - - - - SSMH #A-2 (60-INCH) - - - - - - - - - - - - - - - - - - - SEWER, OR RECYCLED WATER MAIN EASEMENT. w 33 STA: 19+00.43 OFFSET: 0.00' y N: 683201.10, E: 2459743.39 STA: 15+61.16 STA: 16+15.13 STA: 16+69.13 STA: 17+23.13 STA: 17+77.13 STA: 18+31.13 STA: 18+85.13 � STA: 20+57.13 STA: 21+20.13 STA: 21+80.13 STA: 22+40.13 STA: 23+00.13 STA: 23+60.13 41 3 INV: 2733.17 INV: 2733.39 INV: 2733.61 INV: 2733.82 INV: 2734.04 INV: 2734.25 INV: 2734.47 I I INV: 2734.38 INV: 2734.90 INV: 2735.26 INV: 2735.52 INV: 2736.03 INV: 2736.03 L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' o L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' N KEYNOTES 60 34 I N LU > I 62 61 O UTILITY MAIN/MAIN CROSSING z 35 36 37 38 39 40 41 i Q i 69 68 67 66 65 64 j63 ? MAINTAIN VERTICAL AND HORIZONTAL O o, o POTABLE/NON-POTABLE MAIN LINE SEPARATION to BLOCK 11 I o a I BLOCK 3 SSMH #A-3 (60-INCH) Ch +' _ - PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j N ui I STA: 22+70.13 OFFSET: 0.00' N 30' CITY OF , NOTE 2 SHEET C1.1 FOR ADDITIONAL w N: 683201.77, E: 24601 13.09 / 6P-�Fp INFORMATION. MERIDIAN UTILITY \ EASEMENT \ 40 \ p UTILITY MAIN/SERVICE CROSSING so Fq \ MAINTAIN VERTICAL AND HORIZONTAL 4°PI 4°PI - "P� - - -z'P� - - 4°PI 4"PI- 4' 4"PI 4 PI 4"PI 4"PI "PI 4"PIU 4L "P 4"PI 4"PI 4" I 4"PI 4"PI 4"PI "♦�I 4°PI 4"PI 4"PI 4" I 1 POTABLE/NON-POTABLE MAIN/SERVICE OR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 �o• � SHEET C1.1 FOR ADDITIONAL INFORMATION. - +OOt 2"w "w ---- ------N 26+00 t 2"w t z"w 27 SSMH #A-5 (60-INCH) 1. REMOVE WATERTIGHT PLUG AND CONNECT TO EXISTING E. VIA ROBERTO ST. STA: 25+85.38 OFFSET: 0.00' 15"S 15"S 151'S /r MANHOLE. N: 683016.26, E: 2460242.94 SSMH #A-6 (60-INCH) oz STA: 27+91.55 OFFSET: 0.00' 2. INSTALL BLOCKOUT WITH WATERTIGHT PLUG FOR FUTURE N: 683015.83, E: 2460449.10 CONNECTION. lop TOP TOP-- TOP-Top-Top-TOP- IUP- TOP- jur lul' lop- lul- lop lul'-TOP TOP TOE _ - �OJr - - �Olr - - -10E- -To� - - -10E ODE- -T4E--DE- - - �E- - - - - - IQF- IQI- TOE- - -TOE - - -T - TAE -rOE' i0E- - - -TOE--- - - -TOE- - - i$E- - - TOE- - - TpE- - -TUE- - -T6@ - - - - - - - ---0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TO-P - - -TOP- T- - - �P - - - P oP - - P- - -°PP - - OP OP - - � - - - P POP OP -O - -P TOP � 0P TOp TOP-Top-Top- -TOP TOP TOP fOP ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" =50' Profile Vertical Scale: 1" = 5' 2755 2755 M O Ln z z w N z < J L.L =c� LO � O rn Zj o2750 - + NZ Z 2750 0m O,O� ow ir Ln O CL Z i Oo no / O Z .. I li 00O Z L� O No w I ` in I Li C N `n - Wz L 00 N = 0 00 M 06 J Q I 10 o I� op 5 0 iD ZO00 �o 0)L0 00 NN - 2745 W� PO O Qr tz+'t Z M M N c0 N c0I� N�OO + O /ZO/7 O NZO NN >C14r Q N V O +A Q� > > U) O r Z Z ozc Z�^ ZZ O 2�NZ O V)V)0_ Z Z (/7V))FEZ Z (n N - - O - - XH:� » > (/7H� Z Z 2740 wN� zz z co,co FINISHED GROUND - - - - - - - - - - - _ - - - - - - - - - -�� '� 2740 = W z w _ _ _ - - - - - - - - - - - - - - - - - - - , D W z - - - - - - - - - EXISTING GROUND i o O J Ln LU Q 2735 2735 X Ln F LLI 0 2730 2730 a X N ry 1 Z O Q 5 2725 2725 0 z z o a U 2720 2720 D 0 a 1 9.5' of 15" Cm 0.15% 185.7 of 15 o N 369.7' of 15" @ 0.15% 380.0' of 15" Q 0.15% N r O 2715 2715 U Y E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 O PHONE(208)639-6939 LL EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com Q FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N 2710 2710 DESIGN BY: LCK W \ DRAWN BY: LCK / a N O O C14 r7 It 00 0) N O M N00 ro c0 00 O O I o ) O CV I c0 00 O (V 0) V) r- O r f00 fO fN I fN � 0) co � o0 of 00 of 00 0i of of 0) o f o o o 0 o o 0 O 0 o o o 0 0 oNf CHECKED BY: LCK O � c6 of of of of c6 aoc6 to r7 of o_ DATE: JULY 2021 ^ 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 N N N N N D PROJECT: 21-025 SHEET NO. Q 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 C5.0 C .0 0 N O a z SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. o� \,\C ENS f0 �Y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `nj 7112/21 �o I - - - - - -- - - - - - - - - ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 4"PI 4'PI 4"PI 4"PI 4" 4°PI 4"PI 4"PI 4°PI 4"PI "PI 4°PI 4°PI 4"PI cn SD-507. �y 0f C>�/ - - D. INSTALL STANDARD SERVICE MARKERS PER CITY OF a I MERIDIAN STANDARD DRAWING SW3. I SA JSEWER ALIGNMENT "A E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SEE SHEET C5.0. N SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY APEX SOUTHEAST BLOCK 13 I EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 3 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE SUBDIVISION NO. 2 O O O 10 11 12 13 I N o BASED ON STUB LOCATION. STATIONING TAKEN FROM N y CENTERLINE OF SEWER ALIGNMENT. STA: 4+59.57 STA: 5+08.57 STA: 5+60.48 STA: 6+14.48 STA: 6+68.48 STA: 7+22.48 STA: 7+62.70 . w F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w o INV: 2734.22 INV: 2734.42 INV: 2734.62 INV: 2734.70 INV: 2734.47 INV: 2734.23 INV: 2734.02 a 3 I SEWER MAIN AND SHALL BE 4" DIAMETER. Q L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 53.3' N N G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND U Cn rn SEWER, OR RECYCLED WATER MAIN EASEMENT. 8'W 8"W 8"W 8"W 8" "w 8' 8°W 8"W 8' 8"W 8" 8"W w .3 3+00 ; 4+00 5+00 S. STEEPLE AVE. 6+00 7+00 - "S-8"S 8"S 8^S 00 8"s �� 8..S $.CS 8..S 8' .S I � SSMH #B-3 (48-INCH) _ KEYNOTES �06 STA: 7+62.70 OFFSET: 0.00' N: 683292.17, E: 2459626.07 cry EXISTING SSMH #B-1 (48-INCH) ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - I p UTILITY MAIN/MAIN CROSSING Z STA: 4+05.99 OFFSET: 0.00' w MAINTAIN VERTICAL AND HORIZONTAL O N: 683648.88, E: 2459625.60 3 4"Pi I w POTABLE/NON-POTABLE MAIN LINE SEPARATION cn u 00 STA: 4+73.57 STA: 5+33.57 STA: 5+93.57 STA: 6+53.57 STA: 7+13.57 STA: 7+62.70 N 'n PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER w it INV: 2734.28 INV: 2734.52 INV: 2734.76 INV: 2734.53 INV: 2734.27 INV: 2734.03 r NOTE 2 SHEET C1.1 FOR ADDITIONAL O EXISTING SSCO #13-2 L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 40.0' INFORMATION. STA: 4+53.57 OFFSET: 0.00'7 1 Ln H N: 683601.31, E: 2459625.66 3 I L N - w I p UTILITY MAIN/SERVICE CROSSING O 15 14 13 12 11 10 9 N MAINTAIN VERTICAL AND HORIZONTAL _ n I w POTABLE/NON-POTABLE MAIN/SERVICE OR Lu I BLOCK 12 0 N SERVICE/SERVICE LINE SEPARATION PER CITY OF Q I w I SHEETMERID C1.R1EQFOIREADDITIONAL E WATER I FORMATIONS 3 a s w I N I 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER � I I MAIN PER CITY OF MERIDIAN REQUIREMENTS. �PI 4"PI 4"PI 4"PI 4'PI 14°PI 4"PI 4"PI 4" II ow O Z °° I ALIGNMENT " 6" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2755 2755 M O cn z zw z aJ LL 2750 ., 2750 � ZLn 0 0 = F.- 0- 00 Q w z .. z 0 p Q Z �o N 3 v N� z 0o -v" m - z 2745 I Z Co m o � 00 2745 ' /1 w Q u) � � U)0� � � N r-NN �O O O rN7 O cn - N�'tr �� MMO , ^ N p6 m <CO00N �r) H � N ? _m Q I� P: , O H�N O 2r- -- O Ln a > > > N Q FINISHED GROUND ] LL I c z 2740 w;FE Z Z Z -w N F ? V)V)FE Z z z 2740 = LLJ - LLJ O � � EXISTING GROUND Ln Lu Q 2735 I 2735 x Ln Lu IZ _ Q 2730 309.1' of " PVC @ 0.707, 2730 a X N ry ------------ Z 0 H Q H 5 2725 47.6' of 8" PVC @ o.7oq 2725 0 z z O a U 2720 2720 o 0 a N O Ln a EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT z 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2715 0 Y U E N G I N E E R I N G J I� O re) N N N c N °' r- 5725 NORTH DISCOVERY WAY 06 06 N 6 6 '6ao ao ao ao 06 ao ao ao BOISE,IDAHO 83713 OC 00 o M M M M r, n PHONE(208)639-6939 LL N N N N N N N N N N N N N N N N kmengllp.com Q N DESIGN BY: LCK LLJ 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 DRAWN BY: LCK > a CHECKED BY: LCK o DATE: JULY 2021 PROJECT: 21-025 g SHEET NO. Q s v 5. 0 p a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. �o� \,\C ENS f0 �Y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `nj 7112121 �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF OF \pP v SD-507. \N 00 im s APEX SOUTHEAST 45 s D. INSTALL STANDARD SERVICE MARKERS PER CITY OF 14 MERIDIAN STANDARD DRAWING SW3. SUBDIVISION NO. 2 3 L SEWER ALIGNMENT "D", 00 O SEE SHEET C5.4. E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER _ = BLOCK 14 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY � y a EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR s a TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BLOCK 3 3 Q 1 O O O O O O BASED ON STUB LOCATION. STATIONING TAKEN FROM co w I CENTERLINE OF SEWER ALIGNMENT. s 44 s F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM EXISTING SSCO #C-2 1 NV: 27350 59 NV: 273 583 NV: 2736 05 NTV: 2735 76 NV: 2735 43 NV: 2735 12 a SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY STA: 1+53.53 OFFSET: 0.00' � SEWER MAIN AND SHALL BE 4" DIAMETER. a N: 683902.00, E: 2459982.16 L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 52.0' o `O co G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, 4°PI - - 4"PI - - 4"PI 4"PI - 43 - - 4"PI 4'PI' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP s : ® ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 00 N En y �, (A ti SEWER, OR RECYCLED WATER MAIN EASEMENT. w .1W 8"W�8"w B,.W 8 W 8„W 0� 90 8"W 8"W 8"W 8"W "W "W 8»W 8"W 8.. 8" 1+00 2+00 3+00 1 s4+00 5+00 S. CAPSTONE AVE. 6+00 7+00 8°s 6s 3 a1's vs 3 a" "s 8'is s.. I 8''s "s a'�s KEYNOTES EXISTING SSMH #C-1 (48-INCH) STA: 1+00.00 OFFSET: 0.00' cn ch N: 683955.53, E: 2459982.13 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UTILITY MAIN MAIN CROSSING z s MAINTAIN VERTICAL AND HORIZONTAL O POTABLE/NON-POTABLE MAIN LINE SEPARATION cn STA: 1+68.53 STA: 2+18.53 STA: 2+68.53 STA: 3+18.53 STA: 3+68.53 STA: 4+52.53 STA: 5+06.53 STA: 5+60.53 STA: 6+14.53 STA: 6+68.53 STA: 7+22.53 STA: 7+66.16 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j INV: 2736.52 INV: 2736.23 INV: 2735.94 INV: 2735.65 INV: 2735.42 z o INV: 2735.48 INV: 2735.70 INV: 2735.91 INV: 2735.97 INV: 2735.68 INV: 2735.38 INV: 2735.11 a NOTE 2 SHEET C1.1 FOR ADDITIONAL L LD L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 39.9' INFORMATION. 00 CO p UTILITY MAIN/SERVICE CROSSING Q 26 25 24 23 22 0 21 20 19 18 17 16 15 MAINTAIN VERTICAL AND HORIZONTAL LLi I a o o POTABLE/NON-POTABLE MAIN/SERVICE OR s BLOCK 13 SERVICE/SERVICE LINE SEPARATION PER CITY OF SSMH #C-3 (48-INCH) SSMH #C-4 (48-INCH) MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 a 0 STA: 1+00.00 OFFSET: 0.00' STA: 7+66.16 OFFSET: 0.00' SHEET C1.1 FOR ADDITIONAL INFORMATION. N: 683649.53, E: 2459982.29 N: 683289.37, E: 2459982.47 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER ® - - MAIN PER CITY OF MERIDIAN REQUIREMENTS. - - - - - - - J � a z ao PI PI � ALIGNMENT " C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' M O cn z zW z aJ LL 2755 2755 0 = cry O � � > Q w z Q Z m p z 2750 ; 2750 w Q z v , > CL o0 w N`' N00 v ZO �� z - T 0 l 0 o a0 = �...� U U I i� 00 0o U 0 L: Ln Q U =O It � o0 r �� rn rn coo 0100 o L "' o N _ 2745 = W w 2745 �00LI n � N CoM� N 10oo6oN° r 0 V) 00 � (N 0 c0 - N r N NN N N U(OI- r, �cfl0 � M (�O qt N N z' U H +C N N I M N 2 z +� ZZ = Z +I� � 2�NZZ O UOpjl� l� LL ��N - - O ��NO � .. .. �r7NN /z/�� Q > > > N Q > V)~y Z Z Z =I-N Z Z O O W V W N Z Z Z W 0 Z �V)Ul - - - .. .. FINISHED GROUND �� > > > J 2740 - - - �� ZZ z � 2740 Q Ln - - - - - - - LLI EXISTING GROUND < I I Oo I O I I I 2735 o I 2735 a p N N N N ^' N u a z 0 3 0.2' of 8" PVC ® 0.69% 5 2730 2730 0 252. ' of 8 PVC z Q Z 0 a U 0 2725 2725 D a 53.5' of 8" PVC © 0.42% N O V / a EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT z 2720 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2720 O Y U Z E N G I N E E R I N G = r o o N N n K) M M (0 rn 5725 NORTH DISCOVERY WAY J N N O Cn 00 I� c0 c0 c0 c0 c0 ao 00 C5 L N O O 0� - M N O c0 O 0 0 0 0 0 ai m m of of of Oi of 0 BOISE,IDAHO 83713 0 0 0 0 0 of 0 0 0 0 ai 3 r7 M M r7 r7 r7 r7 �t r7 M r7 o PHONE(208)639-6939 LL z N N � N � N � N N N 04 N N N N N � N N N � N N N N N N N N N N N N N N N kmengllp.com Q N DESIGN BY: LCK W 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 DRAWN BY: LCK O a CHECKED BY: LCK o DATE: JULY 2021 PROJECT: 21-025 0 SHEET NO. Q s v 0 C5.2O a SHEET NOTES 4 PI 4"PI- ri 4 4' 4 ri 4 PI 4 PI 4 PI ` A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc/ T NOTES. \CENSf0 'y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. STA: 8+04.02 60 - C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 68607/12/21 SSCO #D-6 1 SSCO #D-7 INV: 2736.25 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `nj9 �� RIM:2741.82 BLOCK 3 RIM:2740.72 L: 121.2' ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� PF OF \pQ v INV:2736.34 4" INV:2734.68 4" SD-507. y�� C K\NSk, 51 52 53 54 55 56 57 58 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF 50 3 MERIDIAN STANDARD DRAWING SW3. STA: 8+10.03 E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER STA: 399.39 STA: 4+12.00 STA: 4+57.67 STA: 5+23.66 STA: 5+89.65 STA: 6+55.64 STA: 7+25.28 STA: 7+96.02 A59 INV: 2736.25 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY INV: 2737.21 INV: 2737.04 INV: 2737.03 INV: 2736.77 INV: 2736.50 INV: 2736.24 INV: 2735.96 INV: 2735.84 3 L: 94.1' 61 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR L: 43.5' L: 59.6 L: 51.0' L: 49.9' L: 48.9' L: 47.8' L: 46.7' L: 45.5' a TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON STUB LOCATION. STATIONING TAKEN FROM CENTERLINE OF SEWER ALIGNMENT. s _ a STA: 3+93.39 1 1 1 1 ® F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM INV: 2737.35 s s SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w L: 82.0' nn 49 M a SEWER MAIN AND SHALL BE 4" DIAMETER. $»w „w 8" 8„w 8"W 8"W 8 w 8"w Q ��s• 7+00 � 8X STA: 8+10.03 � ms 5+00 S. CADENCE AVE. 6+00 .S $„� 00 IN 2736.01 62 G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, 48 p� 8'S 8'S $ S ..S a L: 47.3' CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP a ax 3 3 3 'S ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 1 SSCO #D-5 6 \SSMH #D-4 (48-INCH) RIM:2741.79 `� $' STA: 8+10.03 OFFSET: 0.00' SEWER, OR RECYCLED WATER MAIN EASEMENT. INV:2735.71 4" / _ - - - - - - - - - - - - - - - - - - - - - _ N: 683224.84, E: 2460280.74 STA: 3+58.55 - 47 INV: 2736.73 s I STA: 4+52.38 STA: 5+09.44 STA: 5+69.44 STA: 6+29.43 STA: 6+89.42 STA: 7+55.79 KEYNOTES L: 51.5' INV: 2737.05 INV: 2736.82 INV: 2736.58 INV: 2736.34 INV: 2736.10 INV: 2735.83 L: 38.9' L: 39.9' L: 40.8' L: 41.8' L: 42.8' L: 43.9' O UTILITY MAIN/MAIN CROSSING Z MAINTAIN VERTICAL AND HORIZONTAL O N POTABLE/NON-POTABLE MAIN LINE SEPARATION cn BLOCK 3 14 13 12 11 10 O PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu STA: 2+98.55 oo SSMH #D-2 (48-INCH) BLOCK 14 SSMH #D-3 (48-INCH) INFORMATION. 46 INV: 2736.49 s + STA: 4+12.00 OFFSET: 0.00' L: 51.5' co n I N: 683620.47, E: 2460282.08 STA: 7+96.02 OFFSET: 0.00' N: 683236.50, E: 2460288.49 a SSMH #D-1 (48-INCH) © UTILITY MAIN/SERVICE CROSSING STA: 3+70.12 OFFSET: 0.00' MAINTAIN VERTICAL AND HORIZONTAL w N: 683650.03, E: 2460252.41 POTABLE/NON-POTABLE MAIN/SERVICE OR p 00 API 4"PI 4"PI- -4"P1 4'Pi a„Pi a„Pi 4 4" SERVICE/SERVICE LINE SEPARATION PER CITY OF 1 8 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 FL CC SHEET C1.1 FOR ADDITIONAL INFORMATION. STA: 2+3.25 s 0w 1. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC 45 INV: 2736.25 L: 51.5' 3 Q STANDARD DRAWING SD-506A. � 10w � o 2. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING z N I SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND + 00 SECTION 8200 OF THE ACHD STORM WATER GUIDELINES N I O DETAIL 7, OPTION 2. STA: 1+78.55 cc 44 INV: 2736.01 I s L: 51.5' I I a 3 4"PI 43 4"PI 00 4"PI SEWER ALIGNMENT "C", SEE SHEET C5.3. 8"W 8""w 8"W "W 8"W 8"W S. CAPSTONE AVE. 2„po 90. 8"S 8"S 8.. + ,.S 8,•S 1- SSMH #C-3 (48-INCH) STA: 1+00.00 OFFSET: 0.00'Ln Cy) - - - - - - - - - - - I N: 683649.53, E: 2459982.29- - - i i r� i 0 �� z v� Lu ALIGNMENT D PLAN AND PROFILE z a 0 50 100 150 0 # ## ## 0 0 DC Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" _#' Ln 0 �. = 0 755 5 Q W z 2 275 w Q � Q 0 � 2750 2750 Ln 0 U0I� Q=0 w _0z0 z0 LJwo °0 3 zz I p - 1 . w LLJ _ zJLFZ1 J z� ao Zz o p � o - � o _ 00 In � ��00� N o 00� z10 L, 'It O N N 00 t0 O) o � w -. S O00 00 2745 00 mN ItN N 0� MpnM 2745 to 0) r- nN Z 0r Z � /' ^^ N O 0c06rr, 0O N r- Lu Q =+� tNV HZ- Z- ZZ + r : ? � zZ + x Z N - - O - O (7 - oN - N v / a > > > FINISHED GROUND U,g� > > > M Q� > > > LJ..I co z U)U� ZZ Z NN� zz z 0L U)coQ - - - - - - - - - - - - - - - - - 2740 o EXISTING GROUND a a m O N I � N m 1 � I s 2735 0 2735 � N z N v N 0 384.0' of 8' PVC ® 0.42% z O 2730 27 .1' of 8" PVC © 0.42% 2730 U D a 14.0' of 8" PVC © 0.64% N 41.9' of 8" PVC @ 0.43% 0 2725 2725 z w 0 Y U E N G I N E E R I N G EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY 0 2720 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2720 BOISE,IDAHO83713 0 PHONE(208)639-6939 L.L kmengllp.com 0 N N N 0) o No rn u � � � 00 co n DESIGN BY: LCK W r7 � rn - � � n rn r- (0 ' 9 0) 0) O O O O 0 O O O 0 O O 0 O DRAWN BY: LCK z N ^ N N N ^ N N � N N N ^ N N ^ N ^ N N N ^ N J N N N N N N N N N N N N N N 0 CHECKED BY: LCK o Or- DATE: JULY 2021 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 PROJECT: 21 025 0 SHEET NO. Q s v 5. 0 p a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. ENS fNG�y f0 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTION PER CITY OF MERIDIAN 0 60 120 180 REQUIREMENTS. 6860 Plan Scale: 1" = 60' C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN 7112/21 �o STANDARD DRAWING SW3. y� 9TF OF D. 12" AND 8" WATER MAINS SHALL HAVE A MINIMUM OF 5' y��N C. K�NS AND 4' OF COVER, RESPECTIVELY. E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. F. NO TREES SHALL BE ALLOWED TO BE PLANTED WITHIN A i II WATER, SEWER, OR RECYCLED WATER MAIN EASEMENT. w < w I ., I08 I I \ 5 � / j m � a CIVIL ACRONYMS 0 - w NC5 0 a: -I <STA ROAD STATION „w s"w s"w s'w "w s"w s"w s"w s"w s" s„w 3 8"w s"w a„w s"w s"w MJ - MECHANICAL JOINT 5 s"s s"s a"s s"s a"s a"s 5 a"s s"s a"s s"s s"s a"s s"s s"s 5 s" s" a"s sns s"s s"s NLG _ NORTHING E.AMBITION ST. g _ w I �_� NG L - STATIION OFFSET LEFT Icc T4-P - - - - - - - - - - - - - - - - - - - - - - - - - - - - � s � R - STATION OFFSET RIGHT I � I 4"PI 4"PI 4 4"PI N O o REMOVE 2" BLOWOFF ASSEMBLY Tm ai KEYNOTES Co w i 3 s I 26 I AND CONNECT TO EXISTING 8" MAIN 51 s 1 I INSTALL 1-8" COUPLING -d 4 UTILITY MAIN/MAIN CROSSING Z N: 683902.01, E: 2459999.16 MAINTAIN VERTICAL AND HORIZONTAL O w I POTABLE/NON-POTABLE MAIN LINE SEPARATION cn W I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j I O° I Cn I I I 3 APEX SOUTHEAST NOTE 2 SHEET C1.1 FOR ADDITIONAL w I s -d 25 INFORMATION. I 0 I 2 i SUBDIVISION NO. 2 - al a. I I I I W, p UTILITY MAIN/SERVICE CROSSING 4 PI 4 PI 4 PI 4'7 4 4 PI 4 PI PI I 0 I > 4 PI 4 4 PI 4 PI MAINTAIN VERTICAL AND HORIZONTAL I C -FIRE POTABLE/NON-POTABLE MAIN/SERVICE OR CITo s I 24 I 1-8' X 8 HYDRANT TEE MERIDIAN 5 ae SERVICE/SERVICE LINE SEPARATION PER CITY OF a I I C g 50 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 w I Cd 1-6" GATE VALVE ? I I -' SHEET C1.1 FOR ADDITIONAL INFORMATION. -0 10 LF 6" PVC BLOCK 3 1-8" 45° ELBOW I co I N: 683736.42, E: 2459999.24 N: 683667.04, E: 2460250.92 W I 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" I ", I I 43 METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN a I I s 23 47 48 STANDARD DRAWINGS W1, W2, AND W6 O z s I I 2 I 11-8" TEE 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" w I - 2-8" GATE VALVE LF 8" PVC T METERS AND 3/4" METER SETTERS PER CITY OF N: 683666.57, E: 2459999.28 49 51 MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. c I 70 LF 8" PVC 2P " _ _ _ _ _ _ T250 _ _ _ 2 / 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE - - - - - - s I d- 22 AND NON-POTABLE MAINS. 1 "GI I Ca I I � �, L s s"w s"w s"w s" s"w 8" "W 8"W 1-8" 45° ELBOW 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE a = E.ADLER HOF ST. F E. ADLER HOF ST. N: 683618.84, E: 2460299.30 WATER MAINS AND SEEPAGE BEDS. w � I / � s $„S 8„S I $„S $, _8,�5 s iFAs 8„S _ 8„S 8„S B..S d„S � REMOVE 2" BLOWOFF ASSEMBLYwwo 4 52 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD / O I AND CONNECT TO EXISTING 8" MAIN � � DRAWINGS W8 AND W9. oc • - - - - - - - - - - - - - - - - - - - ° INSTALL 1-8" COUPLING I - - - - - - PO - - - - - - - ® N: 683601.33, E: 2459642.66 I ® 1 70 LF 8" PVC 5 6. INSTALL WATER SERVICE SLEEVE PER ACHD STORMWATER a f 4"PI " I 4"PI 4"PI w I v DESIGN GUIDELINES DETAIL 07 - SEEPAGE BED SEWER & O d 21 I 10 LF 8" PVC 1-FIRE HYDRANT ASSEMBLY 5 WATER SERVICE CONFLICT, AND CITY OF MERIDIAN REQUIREMENTS. I I � 1-8" X 8" X 6" TEE 11� S 15 w s O 14 ICo 11-6" GATE VALVE 53 M a I s 10 LF 6" PVC w I I I 2 I Co 80 LF 8" PVC I 2 2 I I N: 683608.63, E: 2460299.28 w l _P I I w I 2 b Ln Cn Co d 20 I Z w I I I 2 2 I 235 LF 8" PVC I � I z 0 I I s 14 I BLOCK 13 w� I 03 13 I z Q O LLi 1 1-FIRE HYDRANT ASSEMBLY 5 14 I s I s 54 � I > 1 1-8" X 8" X 6" TEE O I I O (/) O a i m I w I Cu-W s 1-6" GATE VALVE 09 d 19 � I I _ 41 0 _d > I us a 10 LF 6" PVC I j I I 330 LF 8" PVC > z N: 683521.43, E: 2459642.77 Q I Q Q W zQ cc S I APEX SOUTHEAST 13 I I I o s I 4 1 12 I m - G W I I N SUBDIVISION NO. 2 O 2 ILn I N I 2 0 2 I I W 0 - cn z > wN s 10 Id 18 `� < w s 55 F > = w I 2 2 I N 11-FIRE HYDRANT ASSEMBLY 5 LL' I 2 o I BLOCK 12 BLOCK 14 I > I � w 11-8" x s" x 6" TEE � I a p � w j I s 12 I `z I I- - I i U5 s 106LFG6TEPVCLVE O 11 °°z I La I N: 683432.24, E: 2459999.40 p o - I � I s 11 I I 17 I I 2 W - 3 I 3CL s 56 w I I I I �, I � I w Ln V n 215 LF 8" PVC s 11 I V305 LF 8" PVC I I 3 0 O I I I s 0 10Co I 0. I w I 2 I . S I 2 12 -oil i t 16 2 I I 2 2 I 4 W Q I - w = I I _ V, of 77i vi OL REMOVE 2" BLOWOFF ASSEMBLY I f I Q AND CONNECT TO EXISTING 12" MAIN I s I I I 1 1-12" TEE 6 I I 2w a9 I - sINSTALL 1-12" 45° ELBOW 10 s �I Ni I � s 1-12" GATE VALVE O � O N: 683239.51, E: 2459343.14 13 oP 15 1-12" X 8" REDUCER X r I 30 LF 12" PVC I Co I I I 1-8" 45° ELBOW 1-8" GATE VALVE M I 12"w 12"w 12"w 1 " f ® 150 LF 12" PVC I I I o I 45 LF 12" PVC I I N: 683218.56, E: 2459999.50 70 LF 8" PVC I I1-FIRE HYDRANT ASSEMBLY O 1-12' 45° ELBOW 4 PI 4 PI 4" I 4 PI 4 PI "P 4"PI 4 PI 4" IF 4"PI 4"PI 1-8" X 8" X 6" TEE 58 z W I r I as ss ss \ N: 683217.40, E: 2459365.34- - - 9 - - - ` - - - - - - - - - O - - - - - - - - - - - - - - - 8 - - -10 LF 8" PVC / 5 �1-6" GATE VALVE O o I - 5 10 LF 6" PVC 1 I >� N: 683278.63, E: 2460299.47 Io 225 LF 12" PVC 310 LF 12" PVC 255 LF 12" PVC g - E I _0 I 12"W 12"W 12"W 12"W 1 12"W 12" 12"W 12"W a I I I 30 12"SD 12"SD 12"sD 15"SD 12"SD 1 "SD E. ADVENTURE ST. o w I I f 15"S 15"S 15 15"S 15'S 1 "S 15"S 15"S s 15"S It 15' 15"S 15" 15"S 15"S 5"S s 5"S f 15"S s 59 z Z I I - - - - - - - �' - - 2 O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o w 1 I I 33 2 2 2 2 I 2 2 2 1-8" 45° ELBOW 31 U I 1-12" TEE 1 N: 683219.04, E: 2460261.26 o I O OS 1-FIRE HYDRANT ASSEMBLY 1-12" TEE 1-FIRE HYDRANT ASSEMBLY 05 1-12" GATE VALVE to I rn 3 1-12" X 12" X 6" TEE 1-12" GATE VALVE w I 1-12" X 12" X 6" TEE 1-12" X 8" REDUCER 60 n 1-6" GATE VALVE 1-12" X 8" REDUCER > Q 1-6" GATE VALVE 1-8" GATE VALVE 62 a _ I 10 LF 6" PVC 1-8" GATE VALVE .1 I 10 LF 6" PVC N: 683219.03, E: 2460253.56 61 Ln w I I I N: 683217.82, E: 2459591.19 N: 683217.91, E: 2459643.17 Q 63 w C14 a- I N: 1 .4 2459952.54 z 10 I 32 34 35 36 37 38 39 40 41 I �; I 69 68 67 66 65 64 f 190 LF 12" PVC � -EP - \ 0 I I I U W i i 29 0/ BLOCK 11 BLOCK 3 30' CITY OF MERIDIAN N: 683028.24, E: 2460253.91 / <v 0 I I 0 1-12 90° ELBOW Q E N G I N E E R I N G 3 UTILITY EASEMENT 1- 2" BLOW-OFF ASSEMBLY FOR I 5725 NORTH DISCOVERY WAY O �� FUTURE WATER MAIN EXTENSION BOISE,IDAHO 83713 0 4 PI 4 PI 4 - -421- - -4�1 4 PI 4 PI 4 PI 4 PI 4 PI 4 PI 4 PI 4'PI 4 PI 4 PI 471 4 I 4"PI 4 PI 471 4" I 4' I 4"P 4 PI 4 PI 4 PI o I - - - - - - - - - - - - - - - - - - - - - - - / \_ - - - - - - - - - - - - - - PER CITY OF MERIDIAN STANDARD PHONE 208 639-6939 L.L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 195 LF 12" PVC- ( ) w I ® - - - - - - - - - - - - - - - - - - - DRAWING NO. W13 r w I 1-01 8 S o meng p.com 0 a N: 683027.83, E: 2460449.10 12"W 12' DESIGN BY: LCK Uj P I E. VIA ROBERTO ST. 5 15"s 15"S 15"S 15"S DRAWN BY: LCK > Z I CHECKED BY: LCK 0 EG v -� r EP Z o TOP b TOE 2 GI - -----�0� - - �� - - �E- - - -TOE-- - - �E- - - ZQE- - - - - - � - -Tom- - -Tom- - -ME - - -T� - - -T� FeE- - - �E- - - fieE- - - fief- - - 7p1 - - - - - TLeE - - - - - - - - - PROJECT: 21 025 a(OP O - - OP TOP TOP TOP OP TOP OP TOP OP P OP TOP OP TOPOP TOP P - -Tag - - - TGr ��TOP_-rCYF OP�P TOP TOP TOP - - p - - Tap - - TOP- - - TOP- - -TOP- - -TOP- - -TOP- - - P - - - - - - - - - - - SHEET N O. z TOP o TATo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -o a a C6.0 o O w I x a w I Z a SHEET NOTES \ONAL f OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. S10 ENSf0C�y SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. 0 60 120 180 C. IRRIGATION SERVICES SHALL BE 1" CLASS 200 8 O IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH BOISE-KUNA POLYETHYLENE PIPE PER DETAIL, SHEET C7.1, TYPICAL. p 7112121 0 Plan Scale: 1" = 60' IRRIGATION DISTRICT. �9TF D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS � THE LARGEST DIAMETER PIPE COMING INTO THE FITTING Of Cv IRRIGATION SECONDARY SOURCE: GROUNDWATER WELL. OR VALVE. iN C. K�NS E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING 1 0° I JW_ w m II SD-403. < I I I �' G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 W i W � $oPVC OR APPROVED EQUAL. w mINSTALL AIR RELEASE VALVES) AND DRAIN VALVES PER ui OD S Ul (n V7 U7 N NN N (n (n N UI (n Q 5 THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONSs"w "w s" 8"w 8'w „w 8"w 88"w 8"w 8" s"w 8"W 8"W 8"W 8"w s"w WITH PROJECT ENGINEER DURING CONSTRUCTION. o 1 5 8"s s"s 8"s 8"S 8"s 8"s 5 s"S 8"s s"s 8"S 8"s 8"s 8"S 8"S g s" 8" 8"s 8"s 8"S 8"s g I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE E.AMBITION ST. OWNED, MAINTAINED, AND OPERATED BY THE HOA AND w I �\ EXISTING OPERATOR. - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - - 1 4"PI 4"PI 4"PI 4"PI N FRI W I I I I - I I KEYNOTES s I S I = 26 I _ _ m O UTILITY MAIN/MAIN CROSSING Z MAINTAIN VERTICAL AND HORIZONTAL O POTABLE/NON-POTABLE MAIN LINE SEPARATION cn W I I I I I I NOTE CITY OF 2 SHEET MERIDIAN DIA1.1 FOREQQUIREMENTS. SEE WATER ADDITIONAL w I s _ _.d 25 I APEX SOUTHEAST INFORMATION. w � CONNECT TO EXISTING � I 0 I I I SUBDIVISION NO. 2 4" GATE VALVE N: 683801.88, E: 2460445.71 W I I I I I w 1 p UTILITY MAIN/SERVICE CROSSING 4 PI 4 PI 4 PI 4'P 4 + 4 PI 4 PI PI I I 4 PI n 4 I, 4 PI 4 PI 4 PI MAINTAIN VERTICAL AND HORIZONTAL N I I I I POTABLE/NON-POTABLE MAIN/SERVICE OR s -Id- 24 CONNECT TO EXISTING SERVICE/SERVICE LINE SEPARATION PER CITY OF a I I I O 1 °' °J I 4" GATE VALVE MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 W I I ? I I � ZE 0 N: 683801.12, E: 2460027.71 50 SHEET C1.1 FOR ADDITIONAL INFORMATION. W I i I I 4i a 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. A 0. I I s 23 I 1 � J 44 45 46 47 48 2. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. z s � I I I I Lo 00. 1-4" GATE VALVE I I w �, I N: 683687.62, E: 2460027.77 49 51 I � � N - - - - - - - - - - s - 1 "GI C > n n n <n m s / I I 1 u " ^ �W 8"W "w 8"W 8 8'W 8"W 8'W 8" I's w : v = E.ADLER HOF ST. E. ADLER HOF ST. w 0 I �G s 8"S 8"S 8"S 8' s aS s 8"S u__8"S 8"S 8°S 81"S 8"S s �5 1-4" 14 VALVE J 52 N: 683629.60, E: 2459780.12 `n - - - - I O - �115 LF 4" PVC - - - - 1 - - - - - �� 5 1 W F I - - - 4"PI " I 2141V_ - N 0 I I I I O7 Id 1-4" 90° ELBOW z I^ 1-4" GATE VALVE I N: 683615.33, E: 2460141.80 1 a A N: 683624.62, E: 2460027.80 I I Q s 15 -6 w s O2 14 M J W I I 5 I 1 10 LF 4" PVC I � I s I s3 1 w I 1-4" 90° ELBOW I w I O s O -Id N: 683615.12, E: 2460027.80 I z z a ~ I W I I w I 20 I Cli v I I I z W W i s l 14 I I p I w s I O 13 _H "' I I I A I s 54 O Ln Co Lu 0. I I uj I I ui s O Id 19 � w � I � I = Q I I w I I a I I Q DC 0 I APEX SOUTHEAST 1 z s I 4 w °° s l SUBDIVISION NO. 2 13 � I I ° O > O I I G vy a o�c o i I vi wN s 10 u- Id 18 A I w s 1 55 Ln Q z uj J o = I W I o I N I I > I - J 0 I I 00 W I In Q i Ln p _ W I S I 12 I I- - I I s 0 11 I vz� I W DC ~ I w Q Q u I i I I s i 11 I 1 17 I i I a = W V AI I 1 u sCL Co 56 _ W I I I �I o I 1-4" TEE 1 CD I— I1 Q o I N: 683248.82, E: 2459864.01 S I 1 0 I s 11 I I I O6 10 1 Ln W W I I I s I 12 I 16 I 1-4" GATE VALVE I x o I Cli w I w00 683248.99, E: 2459957.49 1 w I I..I..I I o I 57 a I 1-4" GATE VALVE I N/ w 1 1-4" GATE VALVE s 1-4" GATE VALVE I Q CONNECT TO EXISTINGcL N: 683248.33, E: 2459601.13 5 I N: 683249.10, E: 2460020.49 9 I y I m W 0D CONNECT TO EXISTING 1 s I N: 683248.45, E: 2459664i13 I I 5 s I O I I W 6" GATE VALVE _ _ _ m N: 683225.06, E: 2459179.66 4" GATE VALVE 10 13 15 7 Co r-L 1-4" 90° ELBOW o r N- 683248.12, E: 2459487.81 - I 1 I I I I I N: 683249.33, E: 2460141.99 III 0�111 • 115 LF 4' PVC I io a , F 4" PVC I 12"w 12"w 12"w 1 " 95 L PVC 5 LF 4" P L 00 5 a. I r 8 s S S 8 S 9 4"PI 4"PI 4f'P+ 4"PI 4"PI / 58 - - - - - - - - - - - - - - - LF 4"�PV - =115 LF 4" PV - - - 5 LF 4" PV - - - -120 LF 4" PVC- 9 I 10 LF 4" PVC J 8 9 5 1 5 0 1 2 1-4" TEE 1-4" GATE VALVE 2 " g 12"w 12"w 12"w 12'w "w N: 683248.66, E: 2459780.63 "w 683 E• 2 02 2"w 12"w 12"w 12"w 12"W w N: 239.32, 459864. , w I I I 30 6 12"Soi12"So 12"So 15"so 12"SID E. ADVENTURE ST. 59 z a I I I \ 15" 15"S 15� 15"S 15"S 1 "S 15"S 15"S s 15"S 5"S 1 15"S 15"S 15"S 5"S 5"S s 15"S 15"S ZE a I I 65 LF 4" PVC - - - \ O w 1 I 33 1 _ U I J 31 3 I N I N 683176.32 VALVE4" GATE E 2459864.14 N 60 g a I 62 61 0 1-6" 45° ELBOW 34 O WLn N: 683094.41, E: 2459179.84IN 35 36 37 38 39 40 41 i o i 69 68 67 66 65 64 63I z 50 LF 6" PVC 32 I I Lo - O o I I 1-6" 45° ELBOW 555 LF 4" PVC 1-4" GATE VALVE I N 1 1-4" TEE : 1-4" 90° ELBOW / EP \ U a I I N: 683059.78, E: 2459768.29 n N: 683058.33, E: 2460446.07 / _ I 1-6"x4" REDUCER I I N: 683059.58, E: 2459864.35 Q � E N G I N E E R I N G o W I 29 - I I N: 683060.97, E: 2459214.28 5 LFor- PV 580 LF 4' PVC / \ a I / 5725 NORTH DISCOVERY WAY O �' BOISE,IDAHO 83713 o 4"PI w, - - - - -4' I- - - - - 4" I - - - - 4"PI - - - - -4"PI / P� 4'PI 4"PI 4'PI 4"PI - - 4"PI - - N4'P+ 4"PI 4"PI I PHONE(208)639-6939 LL w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a I 1m1 2 18 s ® rn kmengllp.com W 1-0 0 1 10 LF 4" PVC N 2 0 12"W 12"w 12"W 12"w - - -- - --- - DESIGN BY: LCK W E.VIA ROBERTO ST. 1-4" GATE VALVE L�::l 5"S 15"S 15"S 15"S 5 DRAWN BY: LCK Z 1 I b N: 683059.60, E: 2459854.38 a� CHECKED BY: LCK O a EG _0 -� EP Z TOP T� DATE: DULY 2021 0 b TOE 2 GI - -----�0� - - �� - - �E- - - -TDE- - - �E- - - - - - ,- - - T TOE TOE0� - - �0� - - woe- - - �oE----�-�oe---TeE - - �E- - - i6f- - - - - - - - - - - T9e - PROJECT: 21025 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP- - -TOP- - - OP a(OP - - - -OP- - -O� - - �� - - OP - - -OP - - pp- - -OP-SOP OP OP pP �p-�flWOP �-$P �OP OP -op oP z TOP ET11 TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP T�t� TOP�� P TOP TOP TOP �P T6P - - TOP- - - TOP- - -TOP- - - - I SHEET NO. Q TAT o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -o a a C / .0 O w I x o a a W � z NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN SS�pNAL fNc, THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE STANDARD MANHOLE o�`� ENSFO �L ADEQUATE VENTING. FRAME AND COVER Q� LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS g O OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. 7112121 �o OF C. K\NG'�• FIBERGLASS 24"0 CONCRETE VALVE BOX PIPE. LENGTH WATERMAN MODEL CR-100 AS REQUIRED. & COVER AIR RELEASE VALVE (OR EQUAL) w 1-1/2"0 GALVANIZED 'I III III III III III I IRON NIPPLE & 90 ELBOW MAIN III III I I I 1=1 II III LINE + BALL VALVE CURB STOP (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC - TAG WITH "NON-POTABLE _ - 1-1/2"0 SCH. 40 WATER DO NOT DRINK" IS —III III .d. a. I I GALVANIZED IRON 1-1/2 REQUIRED. CONNECT TO VALVE I PIPE RISER TAPPING ul) BOX WITH EYE BOLT AND WIRE TIE. III— ° III SADDLE z0 d l I I I 6" MIN. 2 I III 1-1/2"0 GALVANIZED w IRRIGATION 8 . a IRON PIPE I TRENCH — 8 MAIN 00, 0,�O9__ npC6 00, 0, — BACKFILL a OO O0 - — a a � - 0oO 0oOFU pcc)OO OO 0 = _ d + - o 0 0000 dT� O O OO O O 0 000 00 0 � 0000 0 00 I �1 , I I I I I I I I I I I I I 0 0 0 0 0 0 D " _ 000 o000000 0 0 O 1-1/2 BRANCH - _ O 00 O O 0 0 O o TEE — l0 O O 00 0 0 0 C)bc) I 0 00 00 0 000 O_ SCALE: NONE _ I I- _ O 0 000—ill III I III III III — - H d � 1=1 MAIN LINE AIR RELEASE — 2 CUBIC YARDS MINIMUM _ NTS I �=2" —OR AO REQUIRED. ROCK,_ DIG TO FREE DRAINING SOILS TYPICAL MAIN LINE DRAIN N TS z a AC PAVEMENT BY OTHERS M J PAVED SURFACE SEE NOTE 1 BELOW CL VARIES, 2.5"-3 ' O F.- j 3/4" MINUS BASE, BY OTHERS z z w VARIES 4"-6" i z LLI w O v) PIT-RUN SUB-BASE, BY OTHERS un O L_ 0 0 0 0 0 0 0 0 0 > = O 00 I VARIES, 10"-16" P/L a oc = I p p p -TEMPORARY BACKFILL AS p p p 0 p a- O CD O O O REQUIRED TO MAINTAIN. c cry 11� -12" COVER OVER SLEVE /1 0 C J u z SUB GRADE ELEVATION, BY Un Z — a - OTHERS, SEE NOTE 1 BELOW 3' MIN. "PLACE APPROVED METAL OR 7 W w ~ I -I5'-MAX _ PLASTIC TAG WITH"NON-POTABLE L o COORDINATE WITH PAVING _ = PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT 5' MAX WATER DON'T DRINK" IS REQUIRED 0 O c) CONTRACTOR FOR REMOVAL — I SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. I W z DC LOCATED ABOVE SUBGRADE MIN. 6" N I = LU a FINDER TAPE 1z 0 O LOCATING WIRE CARBON MODEL 910T COVER LID TO READ: w — "NON-POTABLE WATER - FOR IRRIGATION ONLY STUB 1"0 PE PIPE 2 " w (2) 3„ CLASS 200 SIGNAL1/4" IN PERMANENT LETTERING 4"0 THREADED Q O CONDUIT FINISHED SOD GRADE CAP OR PLUG FINISH w NYLON PULL ROPES ISPWC TYPE-I PIPE BEDDING GRADE L�LI COMPACTED TO 95% DENSITY. 2" I x FINISHED TOPSOIL GRADE Lu PIPE AND BELL a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII a X CARBON MODEL 910 MIN. 4" 10" VALVE BOX w cL NOTE: MIN. 6" SLEEVE MIN. 6" SKIDS PER ISPWC SD 307. TRACER WIRE LOOP 1. 2'-6" MIN., 5'-0" MAX. so SEE SLEEVE SCHEDULE, THIS SHEET IN UNPAVED AREAS Z SEE DIA. SEE FOR MATERIAL AND MINIMUM SIZE WHERE THE LINE IS NOTE 5 NOTE 5 2 VALVE NUT FREE DRAINING. 0 o a 2. T-6" MIN., 5'-0" MAX. p w SLEEVE SCHEDULE (INCHES) IN PAVED AREAS OR Q WHEE THE LINE IS ISOLATION VALVE 10" CLASS 125 PVC PIPE NOT FREE DRAINING. Z PER ISPWC REQUIREMENTS O PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. JOINT RESTRAINT REQUIRED +, UNI-FLANGE SERIES 1300 OR EQUAL 3. FINDER WIRE AND p I — N IRRIGATION MAIN IDENTIFICATION w N 2"/3" 2.83"/4.17" 6" PVC C900 6.31 " NOTES: NOTCH PVC BOX, BOTH SIDES TAPE REQ'D. PER L U N THE I.S.P.W.C. 4"O PVC OR ABS 4" 5.36" 8" PVC C900 8.28" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, DIVISION 900. PIPE VALVE BOX FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD SS 200 Z 6" 7.89" 10" PVC C900 10.16" SUB—BASE, ROAD BASE AND PAVEMENT. POLYETHYLENE Y NOTCH 4"f1�VALVE z 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE BOX OVER PIPE WITH z a FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR 1/2" MIN. CLEARANCE 8" 10.27" 14" PVC C905 14.0" SIDEWALK. 6" MIN. FROM PIPE O a 6" #4 REBAR 0 10" 12.79" 16" PVC C905 15.92" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT E N G I N E E R I N G U a SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP ° 6" VARIES 6" SLOPE TO DRAIN 5725 NORTH DISCOVERY WAY O PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 1 2" MIN. MIN. `d 4MIN. 4" MIN. OF 3 4" MINUS GRAVEL s- BOISE, IDAH083713 a / PHONE(208)639-6939 LL 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL UNDER 10 PVC PIPE 16" 20.09" 30" PVC C905 27.14" CROSS BELOW OTHER UTILITIES. ° kmengllp.com Q 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK 1"!7� BRONZE CURB STOP- PROVIDE LONG RADIUS BEND DESIGN BY: LCK LJJ " NOTES: MAIN FORD OR MUELLER, OR IN POLYETHYLENE PIPE DRAWN BY: LCK N LINE APPROVED EQUAL. WITHOUT KINKS OR DISTORTION O a A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION CHECKED BY: LCK PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR 0 PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: JULY 2021 B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL TAPPING SADDLE CL PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 21-025 (ROMAC 101 S OR APPROVED EQUAL) 0 SHEET NO. a TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE TYPICAL 1" SERVICE C7, 1 ~ ON N TS N TS N TS z a