The URL can be used to link to this page

CC - Construction Drawings SS\ON AL £H� 01-E N SFo iy 2 w APEX SOUTHEAST SUBDIVISION NO , N �i860 1122 0 o �gTFOF0 Nv CONSTRUCTION PLANS J ti �N C. KEN MERIDIAN I D A H O E.LAKE HAZEL RD. � l MERIDIAN, Digitally signed by IDAHO ®a achlin C Kinsella, P.E. N ate: 2021 .04.01 LOCATION MAP 6:32:22 -06 00 w ILI w a > w o w APEX SOUTHEAST o BLOCK 7 25 w SUBDIVISION NO. 1 Ln 26 w 23 22 21 20 19 N u 20 21 22 23 24 v _ _ _ N _ _ _ _ _ _ 0 50 100 200 300 PROJECT i 24 25 27 VICINITY MAP Scale oc 30 27 Plan w NO SCALE O I E. SPIRE ST. z 28 28 O cn o I Q BLOCK3 INDEX OF DRAWINGS LLu w 29 z > SHEET SHEET TITLE SHEET DESCRIPTION "' BLOCK 8 BLOCK 9 u 30 NO. E. BINGLEY ST. Ln 8 8 z, o #303 C1 .0 COVER LLi Q 31 a N C1 .1 NOTES, ACRONYMS, LEGEND O2 O9 10 11 12 13 14 15 a 15 14 13 12 11 10 O9 32 C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN o N C2.0 ROADWAY IMPROVEMENT PLANS Z O 33 I E.AMBITION ST. O C2.1 ROADWAY IMPROVEMENT PLANS E. BINGLEY ST. PLAN AND PROFILE E. SPIRE ST. PLAN AND PROFILE I O C2.2 ROADWAY IMPROVEMENT PLANS E. SPIRE ST./ S. CADENCE AVE. PLAN AND PROFILE 7 36 34 C2.3 ROADWAY IMPROVEMENT PLANS S. ZENITH AVE./ E. AMBITION ST. PLAN AND PROFILE O 2 O9 10 11 12 42 41 40 39 38 37 C2.4 ROADWAY IMPROVEMENT PLANS E. AMBITION ST. PLAN AND PROFILE O a O 35 C2.5 ROADWAY IMPROVEMENT PLANS S. STEEPLE AVE. PLAN AND PROFILE S. CAPSTONE AVE. PLAN AND PROFILE w 8 13 a BLOCK 111 w BLOCK 10 C2.6 ROADWAY IMPROVEMENT PLANS S. ZENITH AVE./ E. ADLER HOF ST. PLAN AND PROFILE Lu N O 19 v; C2.7 ROADWAY IMPROVEMENT PLANS E. ADLER HOF ST. PLAN AND PROFILE S. PEAK AVE. PLAN AND PROFILE I 6 17 16 15 14 O 5 N 2p I C2.8 ROADWAY IMPROVEMENT PLANS S. LOCUST GROVE PLAN O 18 O I C2.9 ROADWAY IMPROVEMENT PLANS S. LOCUST GROVE PLAN z E. ADLER HOF ST. C2.10 ROADWAY IMPROVEMENT PLANS S. LOCUST GROVE PLAN 0 I 22 1 C2.11 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN Ln 0 2 Q C2.12 ROADWAY IMPROVEMENT PLANS SIGNAGE AND STRIPING PLAN O I o0 23 C2.13 ROADWAY IMPROVEMENT PLANS SIGNAGE AND STRIPING PLAN m _ 24 O C2.14 ROADWAY IMPROVEMENT PLANS STREET SECTIONS Lu Ln Q O BLOCK 12 C3.0 GRADING IMPROVEMENT PLAN Q U 0 25 a O I or- C4.0 STORM WATER IMPROVEMENT PLANS W z C4.1 STORM WATER IMPROVEMENT PLANS DETAILS = W N 26 N O C5.0 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE 0 C5.1 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "H" PLAN AND PROFILE SEWER ALIGNMENT "D" PLAN AND (/) 27 O6 PROFILE x C5.2 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "B" PLAN AND PROFILE SEWER ALIGNMENT "G" PLAN AND W 28 O PROFILE Q C5.3 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "C" PLAN AND PROFILE 8 C5.4 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "E" PLAN AND PROFILE SEWER ALIGNMENT "F" PLAN AND PROFILE C6.0 WATER IMPROVEMENT PLANS C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS g C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS z N N C7.2 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS I U 1-1 .0 LANDSCAPE COVER 3 - - L2.0 LANDSCAPE PLAN #300 L3.0 LANDSCAPE PLAN z g L4.0 LANDSCAPE PLAN 0 Y U LEGAL DESCRIPTION $ �>aAIAN E N G I N E E R I N G 3 A PARCEL OF LAND SITUATED IN A PORTION OF GOVERNMENT LOT 4 AND THE SOUTHWEST Pubk 9233 WEST STATE STREET 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M., II rb bepwbnent BOISE,IDAHO 83714 o CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 D I G LI N E Dodpnalo- uNodon 8upokmW8peoffio&nw PHONE(208)639-6939 LL w kmengllp.com Q o THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ■ BENCHMARK CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT CONTACT INFORMATION DESIGN BY: LCK LLJ PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR \\ N 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 2459117.746 2737.921 1/2" REBAR BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP ■ CHECKED BY: LCK 0 Z ACHD COMPLIANCE 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY DATE: APRIL2021 LC 301 O 685276.862 2459090.992 2738.864 1/2" REBAR MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD PHONE: (208) 639-6939 CONTACT: ZACH MEYERS PROJECT: 21-021 302 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 ( ) ■ SHEET NO. LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN FAX: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. 303 O 684138.517 2460525.836 2743.179 1/2" REBAR EMAIL: zme ers@bri htoncor com ■ WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: Y g p' KEVIN McCARTHY, P.E. ■ EMAIL: Ikinsella®kmengllp.com ■ C1.0 O 9 "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." NONE kevin®kmengllp.com d z CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S��N N 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 LENS O yF 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 16860 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. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER �, 4/1/21 0 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY 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 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 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. 2 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 N . 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 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 0 DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER GRADING NOTES THE EDGE OF THE TRAVEL WAY. W DOUBLE WATER SERVICE z Q MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. 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 DRAINAGE ARROWS z DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION ACTIVITY WITH THE EPA. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE z W 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. V) O (D SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS Uj WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE \ a:: J CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO s s s SANITARY SEWER LINE / (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 C 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 - c 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 c c c GAS LINE D PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER z ROADWAY GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES -OP-OP- OVERHEAD POWER LINE Ln z 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY F__ - 0 CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO GI Gl GRAVITY IRRIGATION LINE Ln 0 VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). _ 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. SEWER MANHOLE LJ..I Q PIPE ZONE. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLANS. wv WATER VALVE = uj 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 ~ ` V (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® uj 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC BEING CONSTRUCTED. RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE SUBGRADE, AL ENGINEERING STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. FIRE HYDRANT O O CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE Cob POWER POLE V) THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL ENGINEERING REPORT. LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION x z QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. FROM DEQ PRIOR TO ANY DEWATERING. [I] POWER BOX ujDEMOLITION NOTES 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE DRAINAGE EP EP EDGE OF PAVEMENT 0L 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 REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS M BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. m DURING DEMOLITION AND REMOVAL OPERATIONS. Z 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 2645 - EXISTING GRADE CONTOUR MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE E 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF FINAL ACCEPTANCE. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR z g 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 O 9 COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. w 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 0 PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. U 0 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 a CONSTRUCTION. o BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. Q 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 N PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. 0 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 9233 WEST STATE STREET REGION (334-2190). BOISE,IDAHO 83714 0 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639-6939 L.L 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 oFROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC DATE: APRIL 2021 0 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: 21021 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. . N 0 N O a z SHEET NOTES MATCH LINE - I I - AL s i i - - - II I'I I m 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. a"s a �o��SS\OC f�c�Y "s a"s 's s" s°s s"s ENS SEE BOTTOM RIGHTFill 8so m KEYNOTES ® � �/1/z1 �13 12" CMP INV: 2734.51 J I 1 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND �� qTF of � 1 I I I I Ji I I i 4 PI 4 PI 4 PI 4'PI I PAVEMENT PATCH PER ISPWC SD-303 AND ACHD DNS REQUIREMENTS. C. K /- = -` - - � 12" CMP INV: 2734.86 I I I I N I I I I m 2. RETAIN AND PROTECT EXISTING SEWER SYSTEM. EG 24�CMP INV: 273��8 I I 16 I I I I °J I I � 4 3. REMOVE WATER-TIGHT PLUG AND CONNECT TO EXISTING _ i - --�- - 4 PI I SEWER MANHOLE PER THE SEWER IMPROVEMENT PLANS. T� 2" CMP V. 2735.44°�- 9 � I I APEX SOUTHEAST T T - - - - - - - - - I 8 I I 8 8 8 8 p 5 m 4. REMOVE SEWER CLEANOUT AND CONNECT TO EXISTING 24" CMP INV: 2734.07 12 CMP INV: 2735.75 8 8 8 8 SUBDIVISION NO. 1 1 I 12" PVC INV: 2736.16 1 I 2 9 PIPE PER THE SEWER IMPROVEMENT PLANS. ZE 15 I 1 2 12 I I / 16 \ I 11 I 5. RETAIN AND PROTECT EXISTING WATER SYSTEM. " PVC INV: 2736.11 2 2 2 \ \ I 16 I o 6. REMOVE BLOW-OFF AND CONNECT TO EXISTING WATER ui I x 1 12 I t - - 6 I I I - - - - - - - + - - - - - - - - - -' 0 m - - - SYSTEM PER THE WATER IMPROVEMENT PLANS. Q 0 III I o00 2 I I J I IJ l 6 7. REMOVE TEMPORARY GRAVEL ACCESS ROAD. M �II I I / - - - - - - - - - - - - l Ln � I 8. RETAIN AND PROTECT EXISTING PRESSURE IRRIGATION � m SYSTEM. N x / - �� 2 - - -EG- 5 a„S 8.,5 s„S s s„S a" 9. REMOVE BLIND FLANGE AND CONNECT TO EXISTING I PRESSURE IRRIGATION GATE VALVE PER PRESSURE x I \ G \ I I I I IRRIGATION IMPROVEMENT PLANS. 3 7 4 5 11I / 5 \ I m 10. RELOCATE POWER LINES AND POLES. CONTRACTOR AND l 2 / 2 2 I I I I 16 I 0 DEVELOPER SHALL COORDINATE RELOCATION WITH IDAHO O 1 ) 16 I I I \ o I . REMOVE EXISTING CONCRETE IRRIGATION DITCH. N 1 13 11 2 \ I I I 16 / 0 L / \ 14 12. REMOVE EXISTING OPEN IRRIGATION DITCH. I III 11 13. REMOVE EXISTING GRAVITY IRRIGATION PIPE. 4� 4 4 IVI; 4K -4 1-4 13 0 14. REMOVE EXISTING GRAVITY IRRIGATION BOX. III 0 \ 9 8 \ 8 8 8 8 \ 8 I 8 9 \ 15. REMOVE EXISTING 24" WATKINS DRAIN GRAVITY 12 II \ f I IRRIGATION PIPE AND INSTALL NEW PIPE PER ROADWAY � \ \ \ \ 1 15-18 PLANS. 0 I II I \ \ 0 16. RELOCATE OR REMOVE AND SALVAGE ROAD AND I (D \ \ \ \ 0 SIDEWALK TERMINUS SIGNS TO OWNERS. I III " v 10 1 1 \ \ \ \ 1 m 17. BERM TO BE RELOCATED ADJACENT TO NEW ROADWAY z p l / IMPROVEMENTS. III 111 18. REMOVE EXISTING ASPHALT PER ROADWAY IMPROVEMENT x 13 PLANS.� � \ I � I M 0 v N I \ \ 12 III 12" PVC INV: 2737.04 / m N I � M \ I 12" PVC INV: 2736.96 - - IN \ z II n + 12" CMP INV: 2737.17 Q I I I \ o J II III E. CAVALLI LN. I I \ (V 17 IIIII - - - - - I I PROJECT BOUNDARY z II IM 12" CMP INV: 2737.31 12 \ I o \ I I I O O IIIII � I \ \ z III NII I N M I O O N II III LEGEND cn o IIIII I 1 \ > = Lu II III I I \ DITCH REMOVAL Q Q 0 IIIII 10 II I I \ of Z Z IIII III I I \ � Q Q 17 II I I I I I I 1 \ \ \ \ I 0 80 160 240 ~ - `n al \ \ o z IIII � . _ , III I I \ \ \ m Plan Scale. w O II I I I \ \ \ = w F_ II IIII lol 1 � 2 o II IIII I II I I 1 O\ m o III I I 12 I I u \ I o LLI 0 o II 111 II 18" CMP INV: 2737.52 / I I m CL z IIIII I- - - - - - - - - - - - I - Q N 11 IIII l III 18" CMP INV: 2737.51 \ 1 \- - - - I � o II 11II 18" CMP INV: 2737.51 \ I Lu IIII ►� \ 1 w \ II IIIIII "II 18 CMP INV: 2737.64 ~ \ I I I 10 0l w0 Ti III IIIII o r \ 1 I �II 1 II III \ \ I o II I m Z II�II� I 1 \ I r °- a 18 I 12 \ I U N O N z z W I \ I o 1 � I U I ENGINEERING or- 9233 WEST STATE STREET\ O BOISE,IDAHO 83714 PHONE 208 639-6939 LL z z o O kmengllp.com 0 N DESIGN BY: LCK W z MATCH LINE - SEE TOP LEFT DRAWN BY: LCK > \m CHECKED BY: LCK O o DATE: APRIL 2021 G WATKINS DRAIN �6 -TB - _ _ PROJECT: 21 021 o ro;- %\ - -7a� arm-�- �_ - - - - -=are - - - F� 1-a SHEET NO. Q v T T O a Z SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD �Sg\ONAL fNc� NOTES. o� �\C ENS fO �Y 0 100 200 300 ?' B. SEE SHEET C2.11 FOR STREET LIGHT PLAN. Plan Scale: 1" = 100' 60 C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND J, �/1/21 STRIPING. � Q D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET �. PF OF SECTIONS. ��/�/ C. �C\N E. SEE SHEET C3.0 FOR LOT GRADING. I II III F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO II TOLERANCES WILL BE ALLOWED. III G. ALL STATION AND OFFSET LABELING RELATED TO EACH I II SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. II H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST B BONDED RWI T ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. a II I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF BLOCK 3 • I I I COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 26 27 28 29 30 31 32 33 34 35 II I J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O I O II I II I 25 -�. 36 II I z 24 C,2 .2 . EAVN£E�rb�,® 37 I I I O \ II I O 0 RZI 22 I U 39 i I II I 21 i- I I 4o II I I O5 11 I I I I I o ® BLOCK 9 • �� . C I I I a� J I II I S. CAPSTONE AVE. I I I I 13 I- I I I I I II I I I I I I 14 I: I II I I ® 15 ii I APEX SOUTHEAST "8L III I (V SUBDIVISION NO. 1 AvE _ C2 •7 II I 15 • I II I O I I I z Q I � 14 I III I J Lu O I I 1 O BLOCK 10 O O • I I I I Z II I O N w Ln O Z - I I i I > Q � S. STEEPLE AVE. C 2 . 5 i I I I I m Q W • 12 I • 13 � III � I I � � � I I I I Ln z 19 I BLOCK 8 Q I; I 12 14 I I I I I O 11 I I I I I Ln p LJ w 20 m 11 15 I I I I I I W BLOCK 7 l o O 10 (y 1 I I Q 21 N U 10 BLOCK 11 16 I BLOCK 12 V I IN0 $ III I ° o O O I I I U I I I 22 I I. I 0 17 I ■�■�� II I I I Lu O Lu® ` � S.�EAYI,I�TLJ -S C2 .6 a 24q — U 7 ', a. 18 • - - — II I I a II I I N 25 26 27 28 29 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I II w 2 3 4 5 20 21 22 23 24 25 26 27 28 I w ' IILE!T= � � � � �J � � � � � 0 xx x x- —x x I Z 30 d3 - ---- — — _ C2 . 10 ---- ---- --- C2 .9 — _-- ---- ---- ---- ---- --- C2 .8 — --- -- ———— — aQ - - - - - - - - - - ——— — U Irr— RUB- S. LOCUST GROVE RD. Ln II z Z I O Y U E N G I N E E R I N G or- 3 9233 WEST STATE STREET O o I BOISE,IDAHO 83714 a I I PHONE(208)639-6939 LL okmengllp.com Q N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK O o or- DATE: APRIL 2021 u PROJECT: 21-021 g SHEET NO. Q s v 0 O ti i a SHEET LEGEND 'S\pN A L f NC i �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSFD �Y �II I I I BLOCK 7 STA., OFFSET SIDE Q ?' s 21 20 19 1.50% FINISHED GRADE SLOPE 860 BLOCK 7 I 23 22 O O O s 411121Lu p I > of 38.55 29 SEE DETAIL SHEET C2.14 Q I s GRADE BREAK y� S� I +25.00, 46.501E I BLOCK 8 26 O SEE DETAIL SHEET C2.14 /N C. KEN 38.08 TOC z ° +43.51, 26.401E N I O - - - - - - - - - - - - - - ---- --- - -- SAWCUT LINE I I I 37.49 FL B ° vi I Q I +43.51, 18.251E 1 a d ' 37.77 PT 38.22 PC i N %38.53 TOC 1 +00.00316.501 ° ° I +55.00, 16.501E +67.00, 16.501E +78.49, 26.401E I a 39.64 GB 39.24 39.1 t MA I 37.65 CL/GB 38.10 CL/GB a 39..0 CL/PT +50.00, 16.501E +50.00, 16.501E +88.92, 16.501E CIVIL ACRONYMS e °s 39.20 POC +00.00, 0.00' s -+55.00, 0.00'- - - +67.00, 0.00'_ ° °r, I +65.59, 16.501E 39 38 PT 39.73 CL/GB 39.33 CL 39.2f MA I •��, ° ° ° s - - - - ° I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS - +50.00, 0.00' +50.00, 0.00'_ +88.92, 0.00'_ s o s ° 37 95 3 s OO °°s o R 38.91 FL +00.00, 16.50'R - - - - - - - - - - - - FOLLOWS: L N � 0 I +63.40, 15.671E - - - - - I +00.00, 16.501E � 3 27 � � � ° ° ° °° 3 ° ° ° % ° s ° ° ° � w 00 �- STA. - ROADWAY STATION FROM CENTERLINE 38.4t MA J �O 138.59 CL/INT rn °1 a w� 37.92 FL g +62.49,924o501L , 's. CL - ROADWAY CENTERLINE o +13.50, 0.00' a PC - POINT OF CURVATURE +15.00, 0.00' D4 D4 0 4 E. BINGLEY ST. o +78.49, 18.251E ELE. - ELEVATION b� �W^ PT - POINT OF TANGENCY 1 0 4 39 5.75,E 0 00' o 0 00 1 82% 1 1+00 0.40% �i 1.07% 12+00 - s I 8 39.23 SW 1 00 0.53% E. SPIRE ST. 11+00 0.40% 2 L - STATION OFFSET LEFT N 37.83 CL o I +49.02, 24.501E ° a ~- - - R - STATION OFFSET RIGHT s 4� +00.00, 0.00' 1 0 4 I 38.83 FL ° �� o l TBC - TOP BACK OF CURB w I N +48.1 1, 15.671E 5 / s N 1 2 RIM - RIM OF STRUCTURE / LIP - LIP OF GUTTER - - - - -� - , �`�p o 37.95 0 609 p 39.09 POC MA _ MATCH C7 I I n +00.00, 16.50'R - ° �� I I +45.92, 16.501E SW - SIDEWALK XISTING - - - ® -3 s° �� I I 28 39.04 CL PC / s ° 3 ° s EP _ EDGE OF PAVEMENT z r37.77 PT 38.22 PC s 38.38 TOC / 3 ° s ° FL FLOW LINE +55.00, 16.50'R +67.00, 16.50'R +21.49, 0.00' 39.17 POC - - - - 39.64 GB - - 39.24 - 39.1 f MA TOC - TOP OF CONCRETE O I I +78.49, 26.40'R -' 37.52 FL 37.82 FL ° d 38.96 PC / +60.74, 16.50'R +50.00, 16.50'R +50.00, 16.50'R +88.92, 16.50'R HP - HIGH POINT N vi I I +43.51, 18.25'R m +78.49, 18.25'R I R +21.49, 16.501E 1 3 38.96 PC 0 CR - CURB RETURN o I 38.08 TOC o-�1 I +21.49, 16.50'R °�° o POC - POINT ON CURVE ~ I I 0 1 0- INT - INTERSECTION +43.51,I 26.40'R + I s I I o0 01 PRC - POINT OF REVERSE CURVE I I I 38.68 0 � D I I O � +25.00, 46.50'R I MATCH LINE - 0 A SHEET NOTES o SEE ROADWAY PLAN o SHEET C2.3 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD `� SEE SHEET C2 . 3 NOTES. BLOCK 11 I i BLOCK 8 B. SEE SHEET C2.1 1 FOR STREET LIGHT PLAN. Oj O O C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND STRIPING. o \ BLOCK 8 D. SEE SHEET C2.14 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. E . BINGLEY ST. PLAN AND PROFILE E . SPIRE ST. PLAN AND PROFILE I. PRIOR TO PLACEMENT T ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 MARKINGS. (V Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z KEYNOTES ® z Q W 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O J W SUPPLEMENTAL STANDARD DRAWING SD-701. L.L J _ 0 m 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O z 0 2751 2751 SUPPLEMENTAL STANDARD DRAWING SD-702. > = LLJ 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Q Z Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. m 0 W Q Z 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC > Z Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z O Q Z 2748 2748 2748 2748 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q o + bi (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) JnL o � 0 00 AND SHALL BE COLORED 'TRAFFIC YELLOW'. c V) 0 00 �i + + Q - G (~ `n o + rn II 5. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD W - W W ++ q + N I� Q M II SUPPLEMENTAL STANDARD DRAWING SD-710. = 5W J 2745 11 LO 0 " 2745 2745 v~i Y 0) 2745 6. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK ~ Q Z Q, CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED F- n II Q N Lq oo w cr- m N r AGGREGATE. O m LLj Y06 n a � to Zr- m W II � N (� W �m � � K. � N m Q N Qw Y � Q� w / N m 0 O W 2742 0 11 m N m 11 w 2742 2742 0w w 2742 OL J W Lj - W 0_ J a C7 W a FINISHED GR UND X 0.53 -0.40% N 2739 2739 2739 2739 o FINISHED GROUND 1.07% - - - - - - - Z -1.82q 0. 0%z - - - - - - - - - - - - - - - - - - - - - - EXISTING GROD 2736 EXISTING CROUND7 2736 2736 - 2736 z O 0 a O `/ 0 a O 7 Q 2733 2733 2733 2733 �� N V / a z 0 z = EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE E N G I N E E R I N G 2730 FINISH GROUND CENTERLINE 2730 2730 FINISH GROUND CENTERLINE 2730 9233 WEST STATE STREET o BOISE,IDAHO 83714 Q a PHONE(208)639-6939 LL 3 O M M Cn LO It O L0 � r 0) r7 � 0) rn L O r- r� 0) r- c0 L 0 00 N r- 00 0) � O N 7 r� N kmengllp.com 0 a r, 00 NNo M r) r7 ar7 r7 Ih r,r7 M r,r7 M M r7 M � r- o m 00 00 00 o 00 00m a0r0o c6 0) 0) to to M ro n n n ) nrry 7 7 r r7 � � � r- � r- r- r- ^ r- DESIGN BY: LCK WN N N N N N N N NN N N N N N N N N N NN N N N N NN NN DRAWN BY: LCK \ a CHECKED BY: LCK O 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 DATE: APRIL 2021 Or_ a- PROJECT: 21-021 g SHEET NO. Q s v 0 O ti i a SHEET LEGEND S\pN A L f NC SEE DETAIL SHEET C2.14 a-4 a � C ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �� ENSf BLOCK 3 ° STA., OFFSET SIDE 20 21 22 23 24 a a - - - - � FINISHED GRADE SLOPE 6860 A 1.50% s 4/1/21 p 25 s� 27 �C� 40.7t MA 41.11 41.65 PC/GB OFGRADE BREAK +67.46, 16.501 +50.00, 16.50'L +57.16, 16.50'L_ O ��N C. KEN 40.8t MA 41.19 CL 41.73 CL/PC/GB 5° _+67.46, 0.00' - - - - - _+50.00, 0.00'_ - - - - _ +57.16, 0.00' ---- --- - -- SAWCUT LINE - _ ir) ° -(0- 41.83 POC 41.96 SW d +93.98, 24.501 CIVIL ACRONYMS E. SPIRE ST. °41.57 FL 1 17+00 0.50% 18+00 o f +93.07, 15.671 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS - :1 - - I N- 42.04 SW FOLLOWS: b� S +07.44, 24.501 1 0 �9 41.65 FL STA. - ROADWAY STATION FROM CENTERLINE � N �9 ,+08.35, 15.67'L 28 CL - ROADWAY CENTERLINE o 00 \ PC - POINT OF CURVATURE \41.93 POC PT - POINT OF TANGENCY 2 '+10.55, 16.50'L ELE. - ELEVATION L - STATION OFFSET LEFT 40.7f MA - - - - - -41.1 1 - - 41.65 PC/GB ° �M. `42.15 CL/PT/GB R - STATION OFFSET RIGHT +67.46, 16.50'R +50.00, 16.50'R +57.16, 16.50'R 42.15 ,CL/PT/GB TBC - TOP BACK OF CURB o \ RIM - RIM OF STRUCTURE ch 42.07 PT/GB LIP - LIP OF GUTTER I � ° +35.76, 16.501 MA - MATCH EXISTING 0 42.07 PT/GB SW - SIDEWALK I 42.20 CL EP - EDGE OF PAVEMENT cn I +35.76, 16.50'R 0 � A I +50.00, 0.00' FL - FLOW LINE ZO C) I I TOC - TOP OF CONCRETE 42.12 42.12 s HP - HIGH POINT oM e +50.00, 16.50'L N g +50.00, 16.50'R 29 CR - CURB RETURN > w I s 1 POC - POINT ON CURVE Lu ~ INT - INTERSECTION 2 1 2 i PRC - POINT OF REVERSE CURVE I I I SHEET NOTES NW BLOCK 9 i > I A SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES.Q o zo i B. SEE SHEET C2.11 FOR STREET LIGHT PLAN. o Lu `1' C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND O I ° u I ° I STRIPING. 8 0 N 42.55 CL/GB 30 D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET z 42.47 GB ° o +35.76, 0.00' SECTIONS. +35.76, 16.50'R o 42.47 GB+35.76, 16.501 E. SEE SHEET C3.0 FOR LOT GRADING. IRRI I D<I D4I I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 42.10 FL s 2.00% 2.00% 42.10 FL TOLERANCES WILL BE ALLOWED. +59.67, 15.67'R ~I~ +59,67, 15.67'L 42.42 TOC G. ALL STATION AND OFFSET LABELING RELATED TO EACH 3 - 3 42.42 TOC SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +59.67, 19.66'R s ° +59.67, 19.661 0 31 o ALIGNMENT. 7.96% 7.96% I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BDF WA P DED RWI T ACHD AND OBTAIN A NO-CHARGE 0 O I I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS I 30' CL-TO-ROW CONTACT ACHD INSPECTION FOR VERIFICATION OF 11 10 O i 116.5' CL-TO-TBC COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 00 V LuMARKINGS. ( N I 32 J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z ILL 0 12 I 1 1 ? I KEYNOTES ® Z Q 42.15 CL/PC/GB ° z J Q +35.76, 0.00' I 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z 42.07 PC/GB 1 ° 42.07 PC/GB SUPPLEMENTAL STANDARD DRAWING SD-702. Q +35.76, 16.50'R +35.76, 16.50'L 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER (/i 0 Z Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. \ uj MATCHLINE - SEE SHEET C 2 ."n T 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD / Q SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED 0 0 LJJ DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. m Lj E . SPIRE ST./ S. CADENCE AVE . PLAN AND PROFILE DOMES TE(L BE RIGID INSERTS WET-SET INTO THE Ln Z O CONCRETE CONCRETE STAMP AND ADHESIVE MATS NOT Q ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. LU U 0 30 60 90 0 3 6 9 - 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD 112L z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SUPPLEMENTAL STANDARD DRAWING SD-710. G 0 5. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK Lu Q CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED = w U 2754 2754 AGGREGATE. ` G Q V) D O 0 V) L/) Q Lu 2751 2751 w N L 0L cD M + M ul + ON + o O + 0) 00 p N m II 'Q� II 2748 II L' N L2 2748 o Q Y L N m N I�N z N m W II m 0 Y II 0 II m W Q W W D QI� II 0 > J 0 > u W N W Q W C.�W Q W 2745 m o uj w 0 w 2745 z W 0LLO Z Q 0 J o 0 W a ./ r , � u 0 2742 FINISHED GROUN 0.53% 0.40% -0.40% 2742 N O N 0.50% J - - - - - z YEXISTING GROUN z knif 1 U 2739 2739 ENGINEERING 9233 WEST STATE STREET o BOISE,IDAHO 83714 p a PHONE(208)639-6939 LL okmengllp.com 0 EXISTING GROUND CENTERLINE 2736 FINISH GROUND CENTERLINE 2736 DESIGN BY: LCK LL\J N DRAWN BY: LCK / a CHECKED BY: LCK O a O O) O) to 0 (D O N M O) z � O O M 00 a) L0 � o 0O 0O 0 o � O . O . N U) N N DATE: APRIL 2021 U N N N N PROJECT: 21 021 I� ^ ^ N I� 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 g SHEET NO. Q s 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 C2.2 a z MATCH LINE - SEE SHEET C2 . 1 SHEET LEGEND `'S\pN A L f NC o 4 � � f ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENS ti 93 CL 2 4 I STA., OFFSET SIDE 38.+25.38. 3 CL I 1.50% FINISHED GRADE SLOPE 6860 BLOCK 7 2 38.85 p 411121 0 29 +25.00, 16 50'R 1+25.00, 16.501E y��9T�, 0f O J38 2� 2y I GRADE BREAK y.74 ° 38.83 CL C.+4P I ) +48.53, 0.00'PT + 0 38.74 ---- --- - -- SAWCUT LINE +50'R +48.53, 16.501EFL 38.40 FL +6 'R 3 1 +65.02, 15.671E3 / 38.72 TOC CIVIL ACRONYMS 65.02, 1 0 +65.02, 19.671E s °°s 6.69% 5 7.96% ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: 38.59 CL/INT STA. - ROADWAY STATION FROM CENTERLINE a 0, D +00.03, 0.00' CL - ROADWAY CENTERLINE o 1 PC - POINT OF CURVATURE E. BINGLEY ST. 0 38.51 PT - POINT OF TANGENCY + r +00.03, 16.501E ELE. - ELEVATION D4 L - STATION OFFSET LEFT CT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB 609 5o Lu I Og RIM - RIM OF STRUCTURE Q Q LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK -- EP - EDGE OF PAVEMENT cry 116.50�'R w I FL - FLOW LINE38.36 CL TOC - TOP OF CONCRETE O 2 ` +51.53, 0.00' HP - HIGH POINT+4 '38.28 CR - CURB RETURN w+51.53, 16.501E BLOCK 8 POC - POINT ON CURVE. I INT - INTERSECTION +51.53, 16.50'R s 3 1 4 I O 10 11 12 13 PRC - POINT OF REVERSE CURVE 4 I 16.5' CL-TO-TBC 30' CL-TO-ROW SHEET NOTES I SEE DETAIL SHEET C2.14 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 38.14 CL/PC/GB � l 3 NOTES. +00.00, 0.00' 0 138.06 PC/GB B. SEE SHEET C2.1 1 FOR STREET LIGHT PLAN. 38.06 PC/GB ° 200 1 200 1 +00.00, 16.501E +00.00, 16.50'R 0 1 37.75 POC/GB /•'� C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND +59.27, 16.501E STRIPING. N I 5 37.83 CL/POC/GB 38.19 38.67 39.05 39.23 0 R33 +28.55, 16.501E +65.02, 16.501E D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET z I +59.27, 0.00' +50.00, 16.501E +50.00, 16.501E s \ SECTIONS. 37.85 PT/GB 38.28 CL 38.76 CL 39.13 CL/INT 39.31 CL BLOCK 11 R66 5 +78.56, 16.50'L_ - - - +50.00, 0.00' - - \ - - - - - - - +50.00, 0.00'. - _+28.54, 0.00' _+65.02, 0.00' -°- - E. SEE SHEET C3.0 FOR LOT GRADING. O 37.93 POC \ o s 4 ° 1 ° s ° s s 4 r w 4 +24.44, 16.50'R S F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 37.65 FL � z U TOLERANCES WILL BE ALLOWED. +26.64, 15.67'R wv 1, E. AMBITION ST. m G. ALL STATION AND OFFSET LABELING RELATED TO EACH 3 8 W \ 7 0.53, 3 13+00 0.48% 14+00 t 0 3 15+00 g 0.48% J w SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +27.55 4 50 a\ ° O - - - N - - �® r . w ALIGNMENT. 0 38.84 LIP H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 37.97 SW 0 +28.53, 14.50'R 0 9 U Z MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 04 3 3 +41.01, 24.50'R (� RIGHT-OF-WAY PERMIT. 37.57 FL \ ° w I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS O4 +41.93, 15.67'R 4 ° s ° s s s 4 0 s CONTACT ACHD INSPECTION FOR VERIFICATION OF 37.83 PO C - - - - - - - - - - `� ° ° `J0- - - - ` w M�RKINIGSCE WITH POLICY AND EXISTING PAVEMENT N J - -37.93 CL/PT/GB- - - 38.19 38.67 38.88 PC ° Ln+44.12, 16.50'R I +78.56, 0.00' +50.00, 16.50'R +50.00, 16.50'R +92.02, 16.50'R 1 RLL ° ° / - 0 J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z 0 37.85 PT GB m 3:l o +78.56, 16.50'R j I LLi 39.23 PTac 37.75 POC/GB o I Q 1 I +65.02, 16.50'R KEYNOTES ® z Q ° ° I +59.27, 16.50'R � j 1 a J I z z 1 c� w A a I 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O Q I _ 0 1 w SUPPLEMENTAL STANDARD DRAWING SD-701. � o I ' � I � z vNi s I 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z Q 5 I BLOCK 11 s I SUPPLEMENTAL STANDARD DRAWING SD-702. = Lu J s°1 I - Q � ° 1 1 I 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND Q 2 ° 1 O 10 11 12 I I GUTTER TO 3" ROLLED CURB AND GUTTER. m 0 L1J cj a 1 I I 4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER > z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. Ln z 0 0 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q 1= ~ S. ZENITH AVE ./ E . AMBITION ST. PLAN AND PROFILE STANDARD DRAWING SD-71 DR WITH TRUNCATED DOMES Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES _ 5 4) SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q G 0 30 60 90 0 3 6 9 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) LJJ - Q AND SHALL BE COLORED 'TRAFFIC YELLOW. = LU Q LJ Plan/Profile Scale: 1" =30' Profile Vertical Scale: 1" = 3' 6. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED LJ DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. > DOMES SHALL BE RIGID INSERTS WET-SET INTO THE 0 0 Q 2748 2748 CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT V) Q = ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. x I- 0 00 0 + Lu7. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD LJJ O Z 0 + o N �n SUPPLEMENTAL STANDARD DRAWING SD-710. N II + � + II 8. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK (n 2745 Q II N N Q 2745 CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED X �' II II AGGREGATE. Q 00 a a , 0 9. INSTALL 4' WIDE VALLEY GUTTER PER ACHD `� zo N 06 0 (n rn SUPPLEMENTAL STANDARD DRAWING SD-708. N o m II U Qr Y YQN) N I w >> w II � N i N w W co mOf 2742 0 w "F- Ei w >° 00 °°11 II Z 2742 Ld v - w Q W 0 0 > 0 w 0 J O 0 0 w Z w 0 2739 _ FINI HED GROUND 0'4 % 2739 U 0.48% -0.45% - - - - - - - - - N -0. 3% 0.53% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - a _ -EXISTING GROUND z 2736 2736 0` z ENGINEERING Or- 3 9233 WEST STATE STREET 0 o BOISE,IDAHO 83714 a EXISTING GROUND CENTERLINE PHONE(208)639-6939 L1_ 0 2733 FINISH GROUND CENTERLINE 2733 kmengllp.com Q N DESIGN BY: LCK CO O O W o N 0) 7 Cn 7 00 N CO n O 00 `�r n LO � r 00 O N ^ Ln c0 rn 0 DRAWN BY: LCK \ N 0) 00 0) N L 00 O N O z ^ 00 00 C6 C6 r 00 ^ Cj r 00 r ri r � r ^ r 00 00 C6 00 o0 a6 00 06 00 Cj 00 6 a0 0i 00 6 On 6 r7 M r7 M M r7 r7 M r7 r7 M M r7 M r7 CHECKED BY: LCK r r r r r r r r r r r r r r r r r r r z (V r N r N r N r (V r (V r N r (V r (V r (V r N r N r N r N r N r CV r N r N r N r N r N N N N N N N N N N N N N N N N N N N N DATE: APRIL 2021 U PROJECT: 21-021 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 SHEET NO. Q v 0 0 ti i a SHEET LEGEND `'S\p N A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,\CENSFD �Y STA., OFFSET SIDE Q ?' 1.50% FINISHED GRADE SLOPE 4/1/21 p � z GRADE BREAK ,5,�/F Of NS�v SEE ROADWAY PLAN I ' I T C2.7 C. -SHEET K I BLOCKS ° ---- --- - -- SAWCUT LINE 14 15 15 14 13 12 11 10 O9 � ° ° Q 39.90 TOC Q I ° +78.56, 19.311E w 39.61 LIP 39.59 FL +28.30, 16.681E SEE DETAIL SHEET C2.14 MATCH LINE - CIVIL ACRONYMS +78.56, 13.98'L 39.63 PCC ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 39.80 PCC +43.06, 13.001E /� 41.94 CL/POC FOLLOWS: +70.061 13.001E 39.51 PRC /-�► +741?86 POC SEE SHEET C2 . 2 STA. - ROADWAY STATION FROM CENTERLINE 39.72 PRC I +50.09, 14.751E +74.79, 16.50'L CL - ROADWAY CENTERLINE o +63.03, 14.751E I I 39.43 PT/GB 40.30 40.65 GB 40.91 41.31 41.65 PC/GB I I PC - POINT OF CURVATURE 39.66 PC +57.12, 16.501E +48.94, 16.50'L +85.49, 16.501E +50.00, 16.501E +50.00, 16.501E +35.55, 16.501E °° o PT - POINT OF TANGENCY +56.00, 16.501E I ° o I ELE. - ELEVATION 39.51 39.70 LIP l 39.51 CL/GB 40.38 CL 40.73 CL/INT/GB 40.99 CL 41.39 CL 41.73 CL/PC/GB + L - STATION OFFSET LEFT +25.00, 16.50'L_ - - - - ° +84.77, 16.k +57.12, 0.00' +48.94, 0.00' - - +85.49, 0.00' - - +50.00, 0.00' - - - - - - - - - +50.00, 0.00'_ _ +35.55, 0.00'_ w��/s _ rn 2 s s<o e o� cn s ° ° ° 2 s s s ° s ° s 1 s s 2 a 41.93 POCOPSTATION BACOFFSET C RBRIGHT �nRIM - RIM OF STRUCTURE rn 6,\0 v /+88.84, 16.50'R LIP - LIP OF GUTTER 41.65 FL MA - MATCH EXISTING ^� pQ b\ g�`�°/ / +86.64, 15.67'R SW - SIDEWALK 2 l ) in 3 z 1.2 1 0 1 0 �� 42.04 SW - EDGE rn ' 16+00 1 1 ,0,-, 0.48% 1 T+ 0 0 95% 18+00 O,gSq; - - 1 +00 N 0.40% E.AMBITION ST. 20+00 - 0.40% 21+00 N 4 FL - FLOW OF PAVEMENT AVEMENT v� Z / +85.73, 24.50'R p � -o -I �cn4h�, - � ° s0 a TOC - TOP OF CONCRETE ' o U, 3 40.44 LIP o o HP - HIGH POINT N rn r 1 o 1 6 0 1 0 +72. , CR - CURB RETURN > N +85.47, 14.50'R N N a ° Lu z +72.27, 24.50'R IN N CURVE l 1 INT - INTERSECTION 41.57 FL +71.36, 15.67'R PRC - POINT OF REVERSE CURVE ° a ° a 41.83 POC SHEET NOTES 40.30 PC �`�' Lu ° �� - - -° 40.91 - - ° -°- - 41.31 - - - - - +69.16, 16.50'R W 39.60 CL ° 39.99 CL/INT/GB 39.43 PT/GB ° > 41.65 PC/GB 7J ° +25.00, 0.00' 71 T +06.56, 0.00' +57.12, 16.50'R +48.94, 16.50'R d Q dR +50.00, 16.50'R +50.00, 16.50'R +35.55, 16.50'R 0') a A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 39.51 39.98 GB 39.52 PRC LL' 40.80 PT m �? O5 NOTES. +25.00, 16.50'R +06.56, 13.00'R +50.09, 14.75'R I I +21.94, 16.50'R o 0 B. SEE SHEET C2.11 FOR STREET LIGHT PLAN. �39.57 FL 39.63 PC 39.6. PCSEE ROADWAY PLAN 4 C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND +78.56, 12.17'R +43.06, 13.00'R � �® SHEET C2.5 � J Q STRIPING. o 39.78 CLY 39.87 TOC o 0 +78.56, 16.17'R L �- J 'n a D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET z +63.03, 0.00' 0 39.73 PRC SECTIONS. +63.03, 14.75'R BLOCK 3 37 E. SEE SHEET C3.0 FOR LOT GRADING. 42 41 40 39 38 a F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 0 TOLERANCES WILL BE ALLOWED. G 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 E . AMBITION ST. PLAN AND PROFILE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 0 30 60 90 0 3 6 9 CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' MARKINGS. (V J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z KEYNOTES ® z Q J 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z E: SUPPLEMENTAL STANDARD DRAWING SD-702. O O DC 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. = W 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD Q 2i z 2751 2751 SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED 0 0 W Q DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. m - \ z u o DOMES SHALL BE RIGID INSERTS WET-SET INTO THE / Q CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT z O J ` + ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. 0) Ln ")� + N joL co N II 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD (Ln Q 2748 `q + II 2748 SUPPLEMENTAL STANDARD DRAWING SD-710. z 00 + r N 5. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK W - O + II V Y CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED = W II N � w cr- m y It N AGGREGATE. a II y ' m W II 6. INSTALL 4' WIDE VALLEY GUTTER PER ACHD N Q w N W II o w SUPPLEMENTAL STANDARD DRAWING SD-708. O b Q 0 2745 Y Q� m m Q w 2745 Ln Q w m w N W C�W x 0 ' 0 LJ II m J L.LJ 0 W II 0 W 0 > CL < J Or 27420.53% 2742 X FINISHED GROUND 0. 0% - - - - - _ - - - N N N 0.95% - - - - - - - - - Z -0.95% _ _ - - - - - - z 2739 0 4 % EXISTING GROUND 2739 w 0 z a z O 2736 2736 U 0 0 a Cf' Ln DC o N a EXISTING GROUND CENTERLINE 2733 FFINISH GROUND CENTERLINE 2733 z Z p zo ') , r M, M, , � knif1 U ° C11'� n ^ � E N G I N E E R I N G* � r- 00 f0) fc0 f (0 f0) fN � 00 to 0 0N M � 0 0) of 0) of 0) 6 o of o of o of o of o 0 0 0 0 0 o � 9233 WEST STATE STREET fir ,� � � r- N BOISE,IDAHO 83714 r- r- , ,- r, r, r, , r- r- , O N Cq CAN N N N N N N Na N PHONE(208)639-6939 ILL okmengllp.com Q N 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 DESIGN BY: LCK \IJJ DRAWN BY: LCK / a CHECKED BY: LCK O o DATE: APRIL 2021 U PROJECT: 21-021 0 SHEET NO. Q s 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 Q ?' 1.50% FINISHED GRADE SLOPE 860 s� 411121 p z GRADE BREAK ,5,�/F Of NS�v ^/ C. K SEE ROADWAY PLAN ---- --- - -- SAWCUT LINE SHEET C2.7 SEE ROADWAY PLAN SHEET C2.3 SEE ROADWAY PLAN SHEET C2.4 o SEE DETAIL SHEET C2.14 I I N I I ° N ° ` I I CIVIL ACRONYMS 38.70 TOC I = BLOCK 11 39.06 TOC z I I Z 12 I a, O_ I 40.59 TOC I O I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +18.16, 21.801E I ° w O +20.99, 23.471E A I +20.97, 23.48'IL 38.39 FL I 0 14 38.74 FL 00 I m FOLLOWS: +18.16, 16.77'L I Q I +20.99, 17.961E I 2 I 40.31 FL / u.i Q +20.98, 17.971E I ° Q w 38.63 PC GB I I 39.21 39.73 GB 39.08 PC I I STA. - ROADWAY STATION FROM CENTERLINE a +11.47, 16.491E 38.50 LIP +50.00, 16.501E +73.89, 16.50'L +11.48, 16.50'L Lu I 40.71 PC ''' 13 CL - ROADWAY CENTERLINE o +26.91, 20.821E ° BLOCK 8 +11.45, 16.501E I PC - POINT OF CURVATURE 38.71 CL/GB a pi 38.94 PT 39.29 CL 13 39.81 CL/GB 39.16 CL I PT - POINT OF TANGENCY +1 1.48, 0.00' - 3 I �+84.48, 16.50'L_ - - - - - +50.00, 0.00' - - - - - - - -+73.89, 0.00' -+1 1.48, 0.00'_ 3 I I 2 b\ R20' I ELE. - ELEVATION 5 �, ° e° ° 2 ti° 2 12 40.81 0 40.44 LIP L - STATION OFFSET LEFT ° I RZIZ51 LIP o I O +03.96, 16.50'L_ 4 I +29.50, 0.00' R - STATION OFFSET RIGHT 38.66 co 9.05, 20.821E I TBC - TOP BACK OF CURB +03.93, 16.50'L- 7 ° ° � I S. CAPSTIO I40.73 CL/INT � 1 1� 3 +48.00, 0.00' RIM - RIM OF STRUCTURE �� S9 o S. STEEPLE AVE. 1 6 39.13 CL/INT I 1.75% I LIP - LIP OF GUTTER 1 N 0.42% 15+00 1 0 16+00 17+00 N +48.00, 0.00' I - I MA - MATCH EXISTING o N 0.42% 1.75% SW - SIDEWALK -~ - - 1 - - 1 40.57 FL I EP - EDGE OF PAVEMENT Ln +21.02, 17.95'R I FL - FLOW LINE 6 1 g 1 0 1 4 I +03.96,80.OL o 40q I AM g� I TOC - TOP OF CONCRETE O m4 �i Q D4 BLOCK 9 cn 38.74 CL 4p9 A � o HP - HIGH POINT +03.93, 0.00' g I 40.91 I CR - CURB RETURN 5; 38.66- o I +03.96, 16.50'R I O POC - POINT ON CURVE ~ +03.93, 16.50'R 3 ° ", ti ° ° ° - -? " e 2 r °y, i 42 - - - 5 - R20 I ON PRC - POINT SOF (REVERSE CURVE 38.87 CL/INT -39.02 CL - - - 39.21 - - - - - - 39.73 GB: - \ 39.31 PC 3 O 38.63 GB +48.00, 0.00' +84.48, 0.00' +50.00, 16.50'R +73.90, 16.50'R +11.52, 16.50'R ° I I 13 m I 3 +2803 023.46'R I SHEET NOTES +11.49, 16.50'R o �38.940 38.78 m 39.00 FL I I i o 38.39 FL o 0 1 40.88 PC A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +48.01, 16.50'R +84.48, 16.50'R 1 +21.01, 17.95'R I ° I 0 2 +18.16, 15.67'R 0 01 39.32 TOC J +11.55, 16.50'R I NOTES. 38.71 TOC J A +21.01, 23.47'R I I BLOCK 3 I B. SEE SHEET C2.1 1 FOR STREET LIGHT PLAN. +18.16, 19.67'R O6 O O ;n 0 3O O I I I 41 C° I I C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND (6 o I O I I STRIPING. BLOCK 10 I y I I I D. SEE SHEET C2.14 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. S. STEEPLE AVE . PLAN AND PROFILE S. CAPSTONE AVE . PLAN AND PROFILE H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. N J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z Lu KEYNOTES ® z Q w J_ - 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD L.L � 0 SUPPLEMENTAL STANDARD DRAWING SD-702. O 0 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER O z CC OL CC Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. = LJJ 0 2751 2751 2751 2751 3. INSTALL PEDESTRIAN RAMP TYPE "H2" PER ACHD Q Q 2i z Q SUPPLEMENTAL STANDARD DRAWING SD-712H, WITH 0 Lu Q z TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING m - \ z Q SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO / Q J rn O THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS z J � NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC N + YELLOW'. Q ; 2748 2748 2748 + 2748 o o 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD 2 Q Q O 00 II II SUPPLEMENTAL STANDARD DRAWING SD-708. Lu + " Q�, w °C - Lu z + 0 ¢ N r 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE LJJ J O Q Q o z PER ACHD SUPPLEMENTAL STANDARD DRAWING Q W N II w N Y o N SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE 2745 ' Q Y M m N w ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE CL 2745 2745 2745 DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. O 0 V) U N W N O p 00 z� co zo r < o II w� 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD Q u1i PI) o N 0 II 0 N �' �`' J ?" SUPPLEMENTAL STANDARD DRAWING SD-1 132B. O N 0 a�, Lj II 0 uj BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM x II II w uj w WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 2742 z z w PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO 2742 2742 2742 BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Q 0 w a a '�•759 NFINISHED GROUND 0. 2% -1.75q 2739 2739 2739 EXISTING GROUND FINISHED GR UND 2739 a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST NG GROUND o z0 W EXISTING GROUND CENTERLINE w 2736 2736 2736 FINISH GROUND CENTERLINE 2736 0 U M N 00 � O 0 0 O 0 0 r N EXISTING GROUND CENTERLINE N N N N N N N " 2733 F FFINISH GROUND CENTERLINE 2733 Ln a z 16+80 17+10 17+40 17+70 18+00 Y= M r7 cr7 00r7 r7 i ar70 0 r7 r7 Or7 Or7 or7 Or7 00 cy) r7 0^ O L0 rn rnn z ao aoa0 aoa0 00a0 00 6 C6 aoof ao ao 6 00 00ao 00 U0) r7 r7 r7 r7 r7 r7 M r7 s N G I 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 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a PHONE(208)639-6939 LL 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 kmengllp.com Q 0 N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK O o DATE: APRIL 2021 U PROJECT: 21-021 g SHEET NO. Q s v 0 .5 p " a SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSfO �Y STA., OFFSET SIDE Q ?' 1.50% FINISHED GRADE SLOPE 860 s� 411121 p z GRADE BREAK ,5,�/F Of NS�v SEE DETAIL SHEET C2.14 N C. K BLOCK 11 28 27 /A 26 25 24 23 22 21 20 ---- --- - -- SAWCUT LINE 36.93 PT/GB /1 +78.56, 16.501 37.33 37.75 37.91 GB 37.67 37.37 PC/GB 37.26 POC CIVIL ACRONYMS 37.26 CL PT GB +90.00, 16.50'L +50.00, 16.50'L +26.56, 16.50'L ;n +46.04, 16.50'L / / +50.00, 16.50'L +50.00, 16.50'L 36.98 FL +78.56, 0.00' 6 37.41 CL 37.83 CL 37.99 CL/GB 37.75 CL 37.45 CL/PC/GB CZ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS - - - - -+50.00, 0.00'� - - - - - - - - - - +50.00, 0.00'. +90.00, 0.00' +48.24, 15.67'L - +50.00, 0.00' - +26.56, 0.00'_ 37.37 SW FOLLOWS: �, 2 �° y 2 +49.15, 24.50'L ° STA. - ROADWAY STATION FROM CENTERLINEui 37.00 POC 18"SD 8' 18"SD 18"SD +64.53, 16.50'L u37.30 SW CL - ROADWAY CENTERLINE o +62.61, 24.501 k-' 1$ o PC - POINT OF CURVATURE 36.90 FL PT - POINT OF TANGENCY ° S. ZENITH AVE. 0 1 3 +63.52, 15.67'L ELE. - ELEVATION 1 o L - STATION OFFSET LEFT � - - - - 11+00 0 0.53% c i 0.42% 12+00 0 13+0 y - 14+0 _ N N 37.16 POC R - STATION OFFSET RIGHT ,+65.72, 16.50'L 37.33 CL/POC 0 TBC - TOP BACK OF CURB +64.38, 0.00' 1 O + 0 1 \39 \ RIM - RIM OF STRUCTURE m I>< N 37.05 POC/GB ® LIP - LIP OF GUTTER Am Am +85.78, 16.50'L---_----_3 MA - MATCH EXISTING 37.05 POC as..9� EP - EDGE OF PAVEMENT cry as„e� SW SIDEWALK +64.13, 14.50'R FL - FLOW LINE z N CRETE 0 - - - 6 LA37.18 PT/GB - 37.33 - - - - - - - - 37.75 - 37.91 GB - - - 37.67" - - 37.37 PC/GB - HP - HIGH POINT N +78.56, 16.50'R +50.00, 16.50'R +50.00, 16.50'R +90.00, 16.50'R +50.00, 16.50'R +26.56, 16.50'R 1 CR - CURB RETURN > 5 a° 37.05 POC GB N + POC - POINT ON CURVE �u ~ o / LL O 37.25 PT INT - INTERSECTION +85.78, 16.50'R 1 O 4 O +05.08, 16.501 PRC - POINT OF REVERSE CURVE 37.13 CL/POC/GB Ior 37.33 CL/PT 17 SHEET NOTES 0 _ A +85.78, 0.00' J +05.08, 0.00' 37.25 PT f o (6 oM +05.08, 16.50'R w N A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD I = I _ I NOTES. MATCHLINE - B. SEE SHEET C2.1 1 FOR STREET LIGHT PLAN. O O O O O O O C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND STRIPING. SEE SHEET C2 .7 0 D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET z BLOCK 12 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. S. ZENITH AVE ./ E . ADLER HOF ST. PLAN AND PROFILE H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF UJ COMPLIANCE WITH POLICY AND EXISTING PAVEMENT J MARKINGS. N LL J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O L/) 0 Z KEYNOTES ® Z Q p 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z Q SUPPLEMENTAL STANDARD DRAWING SD-702. O 2748 2748 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER O z Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = LJJ 0 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q 2i O SUPPLEMENTAL STANDARD DRAWING SD-710. m 0 W N o co r + (6 � 4. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK 0 2745 + rn + 00 2745 CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED z O = 0 O II � AGGREGATE. Q = ac II g rn II 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE OL Lu II cn a � II PER ACHD SUPPLEMENTAL STANDARD DRAWING Q 0 r Y r (n � a r2 SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE N L N Y r N ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE LJ..I - Q Y r Y M m Y DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. = W 2742 r N N n o N 2742 QLu \ 0 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD w II m II ui � J o II m II SUPPLEMENTAL STANDARD DRAWING SD-1132B. S w Q w o 0 w < � o > BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM 0 > 0 w � c� w X WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 0 Q � bi 0 w PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO Q = BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. O 2739 2739 w z FINISHED GROUND 0L Lu 0.42% -0.40% Q N 0 -0.53% _ _ vi m - - - - - - - - - - - - - - - - - -- - 2736 EXISTING G OUND - - - - - - - - 2736 z 0 a z 0 z w V 2733 0 0 2733 z a O w w N N o a r , a EXISTING GROUND CENTERLINE 0 2730 FINISH GROUND CENTERLINE 2730 I� N In M Or^7 � � O ^ I� ^ � ^ to N 00 NM r^7 00 � 00 vw 00 � 0 0) 0 O 0) Off) r7 u (0M � (0 co I- (0 N � � nn � n r- ^ �r- r7 7 r 7n r7 r � toPO ^ - ^ r7 -� N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N O z 1(m U E N G I N E E R I N G ar- 3 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 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a PHONE(208)639-6939 LL okmengllp.com 0 N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK O o DATE: APRIL 2021 U PROJECT: 21-021 g SHEET NO. Q s v 0 O ti i a SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSf 'y STA., OFFSET SIDE Q 1.50% FINISHED GRADE SLOPE 6860 s� 411121 p z GRADE BREAK ,5,�/F OF NS�v < SEE ROADWAY PLAN ---- --- - -- SAWCUT LINE SHEET C2.5 SEE I I BLOCK 10 ° I ROADWAY PLAN ° a I 0 I SHEET CIVIL ACRONYMS BLOCK 11 I "' I I I ~ I I 40.00 TOC BLOCK 8 SEE DETAIL SHEET C2.14 SEE DETAIL SHEET C2.14 14 J w '�' ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 1S I w I I z I +27.00, 21.48'L 14 FOLLOWS: 17 16 38.74 TOC N s O 39.72 FL O +28.12, 23.47'L I vi I I m +27.00, 16.55'L APEX SOUTHEAST STA. - ROADWAY STATION FROM CENTERLINE a A 38.36 38.42 FL I ' 40.04 PT A SUBDIVISION NO. 1 CL - ROADWAY CENTERLINE o +50.00, 16.50'L +28.1 1, 17.95'L s< I I Q I +33.00, 16.50'L PC - POINT OF CURVATURE 37.69 38.44 CL 38.64 PC a s I I Li L40.11 PT - POINT OF TANGENCY s 3 I I +50.00, 16.50'L ELE. - ELEVATION +50.00, 16.50'L +50.00, 0.00' +18.62, 16.50'L I I I O L - STATION OFFSET LEFT 37.78 CL 38.14 GB 38.72 CL I ° � 40.19 CL 1S 40.51 s I I R - STATION OFFSET RIGHT - - - - - - 2 -1 +50.00, 0.00'_ - +94.14, 16.50'L - - - - - - _+18.62, 0.00' - 0 38.51 LIP 6 - - _+50.00, 0.00'_ - - - - - - - - - +50.00, 16.50'L TBC - TOP BACK OF CURB s° a1 ° 1< ° 2 ° �n +34.30, 21.06'L I O e ,� 2 �° RIM - RIM OF STRUCTURE r I BLOCK 10 co° LIP - LIP OF GUTTER 39.70 LIP MA - MATCH EXISTING g% I 38.87 CL/INT OI ° +16.64, 21.79'L ° SW - SIDEWALK 1 E.ADLER HOF ST. 0 1 \ I D4 +55.10, 0.00' I I /��o O'�2q 3 0 S. PEAK AVE. 40.59 CL EP = EDGE OF PAVEMENT z 10 1.00% 0 1 o FL - FLOW LINE O 16+00 0.40% 17+00 r' I 10 1 1+00 0.40% +50.00, 0.00' 12+0 Ci o 0.40% C� TOC TOP OF CONCRETE HP - HIGH POINT N Qs 1 0 1 s 0 CR - CURB RETURN > 3 POC - POINT ON CURVE Lu ~ o ° Es D 18" 39.99 CL INT ��o. 25% 1 ! too-- N 0.42g L®I _+00.00, 0.00' \ 1 INT - INTERSECTION FV PRC - POINT OF REVERSE CURVE 2 s s 38.50 LIP I U I o ° ° SHEET NOTES s 2 0 +34.28, 21.08'R I 39.61 LIP u 2 °`y o ° - - - - - - - 37.69 - �38.14 38.22 CL GB - - - - - - - 38.64 PC A (6 s ° +16.68, 21.74'R t° - - 40.11 ' - - - - ° - - - - / I 40.51 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD O +50.00, 16.50'R +94.14, 0.00' +18.59, 16.50'R 12 SD I ® +50.00, 16.50'R 15 +50.00, 16.50'R NOTES. GB _m_� 38.36 3 I 40.04 PT m +94.14, 16.50'R ~ m +50.00, 16.50'R I +33.00, 16.50'R _m B. SEE SHEET C2.11 FOR STREET LIGHT PLAN. 0 1 38.41 FL I I I 0 1 J +28.10, 17.96'R I �a I 0 12 SD 39.69 FL - o C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND I +27.00, 16.55'R Ii STRIPING. A 38.72 TOC - - - - - - � I I I 39.96 TOC A o O o +28.09, 23.47'R I +27.00, 21.48'R � o D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET I i SECTIONS. 14 E. SEE SHEET C3.0 FOR LOT GRADING. BLOCK 12 i I I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO BLOCK 9 TOLERANCES WILL BE ALLOWED. ° I 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. E . A D L E R H O F ST. PLAN AND PROFILE S. PEAK AVE . PLAN AND PROFILE 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. N Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z KEYNOTES ® z Q J 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z LL J SUPPLEMENTAL STANDARD DRAWING SD-702. O 0 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER O z O ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. = LJJ Q 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD z SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED 0 W Q Z DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. m - \ Q Q DOMES SHALL BE RIGID INSERTS WET-SET INTO THE 2748 2748 2751 2751 CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Ln z Q o ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. Q Ln cn w o Q _ w + 0 w DC - O Q LO o 0 2745 Q 2745 2748 0 + 2748 Q oc Q � N 00 + w w N zM O II D 0 a- o � Y �00) F- II N O' ^ O Q (� wN W II Qrn 0 v Cn � N °' Q W 2742 m 11 Z J 2742 2745 0 o- N 2745 w O a W 0W 11OL 0w LLI N II Q�j w � 0w J a Z W a 2739 FINISHED GROUND 2739 2742 2742 u 0.40% 1.00% - - - - - - - - - - - -- - - - - FINISHED GROUND Z EXISTINGGROUND 0.40 - - 2 u 2736 2736 2739 - - - - - - - - - - - - - - 2739 z ZEXISTING GROUN O Q o a a EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE o FINISH GROUND CENTERLINE FINISH GROUND CENTERLINE 2733 2733 2736 2736 pC 0 v � a0 � a0 On CO O N N O 00 0 o c0 O Lq c0 c0 r- J 00 rM 06 to 00 0 r O �`� � 7 I� � 00 00 co 00 00 C71 C71 Cn Q7 Cn Cn z 00 00 M M M O M o r� O M o r7 r7 0 M 4 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N z knif 1 U E N G I N E E R I N G Or- 3 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a PHONE(208)639-6939 LL okmengllp.com Q N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK O o DATE: APRIL 2021 u PROJECT: 21-021 g SHEET NO. Q s v 0 O ti i a SHEET LEGEND `'S\pN A L f NG' i �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� \CENSf0 �Y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s� 4/1121 p z GRADE BREAK ,5,�/F Of NS�v ^/ C. K SEE DETAIL SHEET C2.14 ' ---- --- - -- SAWCUT LINE ' LIJ CIVIL ACRONYMS ' ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS O FOLLOWS: ' STA. - ROADWAY STATION FROM CENTERLINE 39.32 EP 39.22 EP 39.14 EP CL - ROADWAY CENTERLINE o 39.47 EP 39.42 EP PC - POINT OF CURVATURE 39.58 EP 39.55 EP 0, 4. EP +00.00, 5.72'L +25.00, 6.281E +50.00, 6.831E ' PT - POINT OF TANGENCY 39.62 EP 39.60 EP +50.00, 4.611E +75.00, 5.171E 39.84 EP 39.77 EP +75.00, 2.951E +00.00, 3.511E +25.00, 4.061E ELE. - ELEVATION 39.92 EP +50.00, 2.401E 40.11 EP +75.00, 0.731E +25.00, 1.841E E +68.70, 1.62'R +25.00, 0.38'R +50.00, 0.181E E G m L - STATION OFFSET LEFT • R - STATION OFFSET RIGHT G E G TBC - TOP BACK OF CURB 26+ - - - T T 00 T T T - _ - - - - _1 _ T - - T -T T - - T- T- LU T RIM - RIM OF STRUCTURE -EP EP EP EP EP EP 0 1 39.68 EP DO- 1 0 0 1 1 LIJ LIP - LIP OF GUTTER -- 39.99 EP +00.00, 1.291E S. LOCUST GROVE RD.- --- - _N f N �\ MA - MATCH EXISTING +00.00, 0.93'R --- --N -- - -- --- - - - - N ---- -- -- - - ------- --� -- -- --- -- -- - - -- ---- - SW - SIDEWALK 40.2t MA 40.Ot MA 39.9t MA7 39.9f MA 39.8t MA 39.8t MA 39 8f MA 40.1 t MA 39.8t MA 39.7f MA 39.7t MA 39.7t MA 39 6f MA 39 6t MA 39.5t MA 39.4f MA I EP - EDGE OF PAVEMENT cry +67.94, 4.42'R +25.00, 4.56'R +50.00, 4.87'R +75.00, 5.13 R +00.00, 5.33'R +25.00, 5.49'R_+50.00, 5.58'R O +00.00, 4.35'R +75.00, 5.64 R-+00.00, 5.64'R +25.00, 5.64 R +50.00, 5.72'R +75.08, 5.81'R +00.00, 5.94'R +25.00, 6.06'R +50.00, 6.16'R w TOC - TOP OFCONCRETE HP - HIGH POINT N 40.48 HPY 40.34 HP 40.25 HP 40.16 HP 40.10 HP 40.06 HP 40.03 HP 40.04 HP 40.03 HP 39.99 HPY 39.95 HPY 39.90 HPY 39.85 HP 39.80 HP 39.74 HP 39.68 HP CR - CURB RETURN w +67.94, 14.56'R +00.00, 14.65'R +25.00, 14.67'R +50.00, 14.65'R +75.00, 14.87'R +00.00, 15.29'R +25.00, 15.51'R +50.00, 15.45'R +75.00, 15.44'R +00.00, 15.56'R +25.00, 15.68'R +50.00, 15.83'R +75.00, 15.97'R +00.00, 15.98'R 195.00, 15.99'R +50.00, 16.10'R ' POC - POINT ON CURVE - �Q EP EP EP EP EP EP EP-EP-EP-EP-EP-EP-EP-EP-EP-EP-EP-EP- - �� INT - INTERSECTION PRC - POINT OF REVERSE CURVE OP OP P OP OP op-op-op OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OF, OF, OP OP ' OP OP SHEET NOTES EP EP U A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. G 1p 12"Gi Q 12"cl- " I ' B. SEE SHEET C2.11 FOR STREET LIGHT PLAN. � C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND 18"Gi I I i I STRIPING. o F i D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET z I I 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. SEE DETAIL SHEET C2.14 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT F MARKINGS. (V ' J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z KEYNOTES ® z Q LDr � 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND Z 1 38.99 EP 38.92 EP 38.86 EP 38.82 EP ' U PAVEMENT PATCH PER ISPWC SD-303 AND ACHD O 39.05 EP 39.06 EP 39.03 EP +75.00, 16.261E +00.00, 16.811E REQUIREMENTS. NN 38.96 EP 39.01 EP +25.00, 15.151E +50.00, 15.701E (n O z I..I� ' 38.88 EP 38.85 EP 38.90 EP +50.00, 13.481E +75.00, 14.041E +00.00, 14.591E z 39.06 EP 39.02 EP 38.98 EP 38.95 EP 38.93 EP 38.91 EP +50.00, 11.271E +75.00, 11.821E +00.00, 12.38'L +25.00, 12.931E w 2 w Q +00.00, 10.161E +25.00, 10.711E CL +25.00, 8.501E +50.00, 9.051E +75.00, 9.601E E EG LIJ Q Q 2 w ' +75.00, 7.391E +00.00, 7.941E � 0 OE G E G P o m - w il W o 0 S. LOCUST GROVE RD. o N I uj (/C14 ') z 0 (D _ b� 31+00 0 _ 32+00 f - 33+00 co I 34+00 a - T- w �o - T - T- - T 1 N - - - - - -T - T 1 N -T T 1 - - T - T T T - - - - - - 1 -� Lu - - - c --- cv G - - -- -- - - --- -- ---- - - -1-- --- -- ---- - - - ---- --- -- - - -- ---- --- -- ---- - - - ---- --- -- - - -- - - - Q G 39.3t MA 39.3t MAY 39.3t MA 39.3t MA 39.2f MA 39.2f MA 39.2t MA� 39.2t MA� 39.3t MA� 39.3f MA� 39.4t MA 39.4f MA� 39.5t MA� 39.4t MA 39.4t MA 39.4t MA 39.3f MA 39.3t MA w LW U O w +75.00, 6.25 R +00.00, 6.39'R +25.00, 6.51'R +50.00, 6.59'R +75.00, 6.58'R +00.00, 6.58'R +25.00, 6.59'R +50.00, 6.60 R +75.00, 6.65'R_ +00.00, 6.70'R +25.00, 6.60'R- +50.00, 6.44'R +75.00, 6.33 R +00.00, 6.27'R +25.00, 6.21 R +50.00, 6.14'R +75.00, 6.07 R +00.00, 6.07'R Lu = J z - - z � � a � 39.61 HP 39.55 HP 39.50 HP 39.45 HP 39.44 HP 39.42 HP 39.43 HP 39.44 HP 39.50 HP 39.56 HP 39.61 HP 39.66 HP 39.67 HP 39.66 HP 39.63 HP 39.56 HP 39.49 HP 39.47 HP ..J 1+75.00, 16.22'R +00.00, 16.33'R +25.00, 16.44'R +50.00, 16.57'R +75.00, 16.74'R +00.00, 16.89'R +25.00, 16.86'R +50.00, 16.83'R +75.00, 16.82'R +00.00, 16.82'R +25.00, 16.72'R +50.00, 16.58'R.+75.00, 16.49'R.+00.00, 16.43'R-+25.00, 16.39'R-+50.00, 16.39'R +75.00, 16.40'R +00.00, 16.52'R J O 0 E - LPEP EP EP EP P 'P EP EP EP EP EP EP EP -EP EP EP EP EP EP EP EP EP-' Q OP- U OP OP OP OP OP OP OP OP OP OP OP OP OP OF OP OP , -OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP U W O - - 0L DC 1� < 12"GI 0 a X 1 N FN U O x x X X X X X X X X X X X X -X X X X X x X X x x x X X X Q X z z w u V 9 m Z o a I i O w Z w 0 a r , O �•/ S. LOCUST GROVE PLAN D 0 20 40 60 Plan Scale: 1" = 20' z O 1(m U Y Z E N G I N E E R I N G or- 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a PHONE(208)639-6939 LL okmengllp.com Q N DESIGN BY: LCK w \ DRAWN BY: LCK / a CHECKED BY: LCK O o DATE: APRIL 2021 U PROJECT: 21-021 g SHEET NO. Q s v 0 O ti i a SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSf 'y STA., OFFSET SIDE SEE DETAIL SHEET C2.14 SEE DETAIL SHEET C2.14 1 681 FINISHED GRADE SLOPE � s� 4/1/2 p � WATKINS DRAIN -yC� qTF F F 0 GRADE BREAK O y��N C K\NS� 1 m I I � 38.1t MA � ---- --- - -- SAWCUT LINE ' ~ INV 2733,77 I +63.96, 29.691E LL 00 �P i a I w (y I 38.70 EP/AP 38.3f MA uI J +43.84, 20.001E +77.50, 29.841E o I CIVIL ACRONYMS U I 38.84 EP I I 38.49 EP 38.41 EP 38.17 EP J 38.06 EP AP 38.02 EP 38.81 EP 38.86 EP 38.87 EP / 37.99 EP I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 38.79 EP +25.00, 19.581E �-- +25.00, 20.001E +50.00, 20.001E +75.00, 20.001E +1 1.66, 20.001E +50.00, 19.151E +75.00, 18.471E +00.00, 19.031E +75.00, 18.591E FOLLOWS: w I+25.00, 17.371E +50.00, 17.921E I a - -J - J oN O ui G G E G EG STA. - ROADWAY STATION FROM CENTERLINE w ` CL - ROADWAY CENTERLINE o 2 E P F-- E PC - POINT OF CURVATURE 38.66 EP-11 38.57 EP 38.56 EP PT - POINT OF TANGENCY 0 0o y +53.96, 20.001E I +87.50, 20.00 L o +00.00, 20.001E o O ELE. - ELEVATION 39.14 CL o � N � rl- - - - - - - - - - 0 � - - - - - - - - - - - - - - - - - - - - - - - -�i - - - - - - - - - - - - - - - - - - - - - - - - - L - STATION OFFSET LEFT N 39.17 CL 39.23 CL 39.25 CL 39.23 CL N w +25.00, 0.00' R - STATION OFFSET RIGHT +50.00, 0.00' +75.00, 0.00' +00.00, 0.00'L •.+35.08, 0.00' o � o TBC - TOP BACK OF CURB w 37+00 S. LOCUST GROVE RD. T T T 38+00 T T T T T r - r - - T "' T - _ w RIM - RIM OF STRUCTURE Gi w - LIP - LIP OF GUTTER %36+00 39.08 CL 38.96 CL 38.89 CL 38.81 CL 38.57 CL 38.46 CL 38.40 CL 38.36 CL MA - MATCH EXISTING -- - - I - -- - -- -- - ---- - -- +50.00, 0.00'=+00.00, 0.00' +25.00, 0.00':-+50.00, 0.00' +75.00, 0.00'- +1 1.65, 0.00 +50.00, 0.00' +75.00, 0.00' SW - SIDEWALK o EP - EDGE OF PAVEMENT cn w 39.3t MA 39.3f MA 39.3± MA 39.4t MA 39.3t MA I 8 o I 39. +00.00, 16.90R +28.72, 16.90R 31 HP 39.29 HP 39.21 HP CD0 I FL - FLOW LINE ZO Z +25.00, 6.07'R +50.00, 6.15'R +75.00, 6.25'R +00.00, 6.30'R +35.08, 6.31'R �i +75.00, 16.90'R ' ' o w TOC - TOP OF CONCRETE N N HP - HIGH POINT N J 39.44 HP 39.48 HP__ 39.56 HP 39.57 HP 39.49 HP 0o o o CR - CURB RETURN +25.00, 16.64'R +50.00, 16.63'R +75.00, 16.56'R +00.00, 16.62'R +25.00, 16.81'R ^� o o E G E c POC - POINT ON CURVE ~ T ? d3 d3-N d3 d3 d3N INT - INTERSECTION -EP- + I -EP-EP-EP-EP-EP- -FP-EP _ 39.47 HP D� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IP PRC - POINT OF REVERSE CURVE r , +35.08, 16.89'R-oP U oP oP oP OP of OP OP 39.42 HP OP oP oPdo do do do d do do-w do do do n J = do+50.00, 16.89'R 38.97 EP I 38.86 EP/AP 38.78 EP 38.7 I C SHEET NOTES - - - - - - - - - - $ / o +50_00, 19.23'R +75.00, 18.73'R I U +75.00, 20.00'R +11.64, 20.00'R TOP P iur, oq EP 39.15 EP 39.13 EP 39.05 EP TOP top- I -TO' I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD \ 38.7f MA +75.00, 25.00'R +00.00, 25.00'R +28.72, 25.00'R OE TOP U-TOE TOE TOE TOE TOE TOE 38.27'R I I o„Z „Z - TOE TOE Top TOE- TOP TOP TOP TOP-TOP- +35.08, I I C NOTES. T�-�10„Zl _)p TOP Top TOPI C ' oq 141 12 �_ I F 39.17 EP N 5 B. SEE SHEET C2.11 FOR STREET LIGHT PLAN. 39.25 EP I o� +33.72, 20.00'R I L C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND +50.44, 25.00'R \ 39.21 EP I STRIPING. INV 2734.21 +50.00, 20.00'R C °z pQ D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET x -x x x x x -x x x x I `" I I o aal C SECTIONS. oo �I I C E. SEE SHEET C3.0 FOR LOT GRADING. m� 0 El x C F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F I I ,� I I G. ALL STATION AND OFFSET LABELING RELATED TO EACH E 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 SEE DETAIL SHEET C2.14 RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT C MARKINGS. N ' 0 J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. 0 z = I 1 I N KEYNOTES ® Z Q 37.9 EP/AP V I +46.66, 17.001E I U 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND z 37.96 EP 37.99 EP PAVEMENT PATCH PER ISPWC SD-303 AND ACHD 0 NN 37.78 EP 37.66 EP 37.55 EP 37.43 EP 37.38 EP 37.35 EP 37.32 EP 37.29 EP 37.26 EP 37.26 EP 37.26 EP 37.27 EP 37.27 EP � REQUIREMENTS. � z I..f. 1[00.00, 18.041E +25.00, 17.481E +75.00, 17.001E +00.00, 17.001E +25.00, 17.001E +50.00, 17.001E +75.00, 17.001E +00.00, 17.001E +25.00, 17.001E +50.00, 17.00'L +75.00, 17.001E +00.00, 17.001E +25.00, 17.001E +50.00, 17.001E +7"17.0011 z w 2. MINIMUM WIDTH OF 17' FROM CENTERLINE TO EDGE OFFr Ep \ = w0E E P E EP E EP w \V�� ASPHALT. /_ 38.1 t MA S. LOCUST GROVE RD. 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER 0 W 0 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. m - - - - �- - - - - J'I Ci 38.4t MA- - +00.00, 3.77'R o f 38.0± MA o�37.7t MA o 37.7t MA 37.7f MA 37.7f MA 0 > 0 37.8f MA 37.7t MA 37.7t MA � w +22.21, 4.37'R 38.3t MA 38.46 HP `� +25.00, 3.57'R 37.8t MA _T N +25.00, 2.88'R +50.00, 2.72'R +75.00, 2.56'R T `V +25.00, 2.25'R +50.00, 2.10'R +75.00, 1.95'R w 4. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE w +50.00, 4.16'R T +00.00, 14.60'R- +00 +50.00, 3.38'R +75.00, 3.21'R 41+00 1 42+00 43+00 PER ACHD SUPPLEMENTAL STANDARD DRAWING z 38.2t MA 37.8t MA 1 w SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE Q Ln +75.010, 3.96'R - -- -- - --- - -- - -- - - .+00.00, 3.05'R- -- -- -- - -- - -- - --- - -- --- --- --- - - (n - - - - --- _ _ ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE c./) - - 38.35 HP 38.23 HP 38.18 HP 38.15 HP 38.14 HP 38.13 HP 37.6t MA-7 38.11 HP 38.10 HP 38.09 HP DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 0 38.33 CL "Fin. 25.00, 14.50'R +50.00, 14.40'R +75.00, 14.23'R 38.17 HP +00.00, 2.40'R I Q - �_ () 38.57 HP +25.00, 13.76'R +50.00, 13.52'R +75.00, 13.29'R 38.12 HP +25.00, 12.87'R +50.00, 12.73'R +75.00, 12.58'R 5. INSTALL 4' WIDE ASPHALT RAMP, 2" ASPHALT OVER 8" LJ..I w I +00.00, 0.00' I 1 +00.00, 13.99'R O Z o +75.00, 14.70'R N o38.4t MA 1 +00.00, 13.06'R 1 W OF 3/4" MINUS CRUSHED AGGREGATE BASE MATERIAL. = w N o'�j +00.00, 15.00'R --- --- ---- - -- ---- -- ---- -- ---- --- --- - - - ---- - 38.6t MA i o� N Eg ��_ E r�Tr7ti'� oE�' r� �R� 3E . p > R p E �IEp � E 6. INSTALL BORROW DITCH, 195 LF, PER ACHD STANDARD Q c/) njRwa J +61M 15.00'R �j I �i 38.3f MA 38.2t MA 38.2tsMA 3E 1 t MA �i ' 38.1 t MA 38.1 t MA 38.1 t MAC 38.1 t MA c i �38.Of MAC 38.Ot MA7�7 8.Ot MA DETAIL 5. INSTALL 411E X 2'W SAND WINDOW. �rcJi1 +25.00, 15.00'R +50.00, 15.00'R +00.00, 15.00'R +25.00, 15.00'R +50.00, 15.00'R +75.00, 15.00'R +00.00, 15.00'R) +25.00, 15.00'R +50.00, 15.00'R 15.00'R 8 EP/AP , , +75.00, 15.00'R 0 38.69 EP +61.64, 17.00'R �)i� 7. INSTALL BORROW DITCH, 193 LF, PER ACHD STANDARD 0 - - - - ' +00.00, 18.23'R 5 6 7 v = DETAIL 5. INSTALL 431E X 2'W SAND WINDOW. o Q do U I - 38.77�HP`� d do d do d �) do d do do o do do do do do do do do do o do do do do do do do- U 8. INSTALL 88 LF OF 24" ADS SANITITE HP ® 0.5% LJ..I 0 +22.20, 14.99'R 4 ° o ° ° ° o ° o ° ° TOP: /r 38.70 EP - 3 0 - o° ° ° o `` ° ° O ° L\ ° ° 3 ° ' ' a 0L TOE \` I +27.70, 17.68'R TOP - - - - - - - - - - - - - - - - - - - - - - - 38.72 SW 1+27.71, 40.68'R I 38.40 EP 38.02 EP C .'.`'. +00.00, 17.00'R c 38.6f MA +00.00, 17.00'R a 36.99 FL 36.99 FL 35.95 FL m ( +75.02, 15.00'R 38.29 EP 38.17 EP 38.11 EP 38.09 EP 38.05 EP 38.03 EP 38.03 SW 38.00 EP 37.97 EP N +40.70, 28.42'R 38.42 SW +21.44, 28.00'R +47.56, 28.00'R m ( I �`I �` �11 38.52 EP +00.00, 40.001R +25.00, 17.00'R +50.00, 17.00'R +75.00, 17.00'R +00.00, 17.00'R +50.00, 17.00'R +75.00, 17.00'R +00.00, 40.00'R +25.00, 17.00'R +75.00, 17.00'R 38.65 SW 36.29 FL 36.29 FL 36.53 FL 36.78 FL 38.07 EP 36.50 FL 36.25 FL 35.95 FL 35.95 FL 37.99 EP 36.23 FL pQ +50.00, 40.24'R +75.00, 17.00'R 36.29 FL +25.00, 28.00'R +50.00, 17.00'R +75.00, 28.00'R ° bbl 36.65 FL +10.57, 28.00'R +25.00, 28.00'R +51.57, 28.00'R +75.00, 28.00'R +00.00, 28.00'R +25.00, 17.00'R +50.00, 28.00'R +75.00, 28.00'R +04.56, 28.00'R a Z I +75.00, 28.00'R 38.30 SW 38.18 SW 38.12 SW 38.10 SW 38.08 SW 38.07 SW 38.05 SW 38.02 SW 38.00 SW 37.99 SW 38.53 SW +25.00, 40.00'R +50.00, 40.00'R +75.00, 40.00'R +00.00, 40.00'R +25.00, 40.00'R +50.00, 40.00'R +75.00, 40.00'R +25.00, 40.00'R +50.00, 40.00'R +75.00, 40.00'R +75.00, 40.00'R I I I I z o I I a 0 z w L_ 1 Ua S. LOCUST GROVE PLAN D 0 ## ## ## cn Plan Scale: 1" _##' z 0 z U E N G I N E E R I N G or_ 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a PHONE(208)639-6939 LL okmengllp.com 0 N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK 0 o DATE: APRIL 2021 u PROJECT: 21-021 g SHEET NO. Q s v 0 0 ti i a SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSfO �Y STA., OFFSET SIDE Q ?' SEE DETAIL SHEET C2.14 SEE DETAIL SHEET C2.14 1.50% 81 FINISHED GRADE SLOPE � s� 4/1/2 p � z GRADE BREAK ,5,�/F Of NS�v C D ---- --- - -- SAWCUT LINE W N 37.67 EP ' J U ' +50.00, 20.001 CIVIL ACRONYMS 37.47 EP 37.53 EP 37.59 EP 37.65 EP 37.67 EP/AP 37.68 EP 37.28 EP 37.28 EP 37.30 EP 37.31 EP 37.32 EP 37.33 EP 37.34 EP 37.35 EP 37.40 EP AP +00.00, 19.26'L +33.31, 20.00'L +75.00, 20.00'L ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS �00.00, 17.00'L +24.99, 17.00'L +49.99, 17.00'L +74.99, 17.00'L +99.99, 17.00'L +24.99, 17.00'L +49.99, 17.00'L +74.99, 17.00'L / +25.00, 17.59'L +50.00, 18.15'L +75.00, 18.70'L O FOLLOWS: W +98.31, 17.00'L W EA E STA. - ROADWAY STATION FROM CENTERLINE < f CL - ROADWAY CENTERLINE o E P E EP o E P EP o ' O PC - POINT OF CURVATURE o o �o S. LOCUST GROVE RD. f o PT - POINT OF TANGENCY �i 37.7+ MA o _ o - - - C i -r r ELE. - ELEVATION -T W r +25.00, 1.66'R - 37.7t MA 37.7t MA 37.7f MA cq 37.7+ MA 37.7f MA 37.7t MA 37.8t MA N 37.8f MA 37.9t MA 38.0t MA 38.Ot MA 38.1 t MA 38.1 f MA 38.1 f MA C L - STATION OFFSET LEFT 37.7f MA 43+00 1 +50.00, 1.57'R +75.00, 1.47'R +00.00, 1.38'R +25.00, 1.28'R +50.00, 1.19'R +75.00, 1.10'R +00.00, 1.00'R +25.00, 0.86'R +50.00, 0.73'R +75.00, 0.61'R +00.00, 0.49'R +25.00, 0.43'R +50.00, 0.00' .+75.00, 0.46'L W '+00.00, 1.79'R 1 EP ^- gip R - STATION OFFSET RIGHT - - 1 - P- -Ep W - TBC - TOP BACK OF CURB ---- Ln -- -- -- --- - - -- - -- -- -- - -- - -- - ---- -- - -- -- --- --- ---- -- - -- - - RIM - RIM OF STRUCTURE --� 44+00 38.20 HP 46+00 W LIP - LIP OF GUTTER 38.11 HP 38.33 HP= 38.40 HP=- 38.48 HP 38.54 HP I 38.08 HP 38.07 HP 38.08 HP 38.09 HP 38.10 HP 38.10 HP +00.00, 11.52'R 38.27 HP 38.43 HP � MA - MATCH EXISTING +00.00, 12.43'R +25.1 12.28'R +50.00, 12.18'R +75.00, 12.07'R +00.00, 11.97'R +25.00, 11.87'R +50.00, 11.76'R +25.00, 11.39'R +50.00, 11.25'R +75.00, 11.12'R +00.00, 10.98'R +33.32, 10.80'R +75.00, 10.57'R I SW - SIDEWALK EP - EDGE OF PAVEMENT z W 0-0-7- - --- -- ---- - -- ---- 0.-- --- -- 1 - 38.16 HP 0 -- ---- --- --- ---- - -- 1- - �- - --- ---- - W ___ ___ FL - FLOW LINE � �P E P -�v� o ER� % +83.32, 1 1.60'R 0 EFT ,Kp o TOC - TOP OF CONCRETE 0 38Af MA �i 38.Of MA 38.Of MA N 38.Of MA ci 38.Ot MA 38.Ot MA 38.Of MA �i 38.2t MA 38.2t MA' HP - HIGH POINT J 00.00, 15.00'R +25.00, 15.00'R +50.00, 15.00'R 38.Ot MA +00.00, 15.00R +25.00, 15.00'R 1-50.00, 15.00'R +83.32, 15.00'R 38.3t MA 38.3 : MA 38.4f MA E 38.4f MA E CR - CURB RETURN w 37.96 EPa +25.00, 15.00'R +50.00, 15.00'R� +75.00, 15.00Ra POC - POINT ON CURVE - +75.00, 15.00'R +00.00, `5.00'R v v v v +00.00, 17.00'R 4 P +33.32, 15.00'R +75.00, 15.00'R W oC l� v v INT - INTERSECTION d6 -d0 d0 d d0 d d0 d0 d0 d0 d0 d0 d0 d0 d0 d0 d d0 V lJ 37.99 EP/AP 5 = PRC - POINT OF REVERSE CURVE SHEET NOTES m a ° o ° ° o ° ° ° +83.32, 17.00'R ° ° ° ' ° ° d-. ° ° ° o ° _ _ _ _ _ 36.27 FL ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +83.21, .01 S R ° - - - - - NOTES. - - - - - - - - - - 38.01 SW - - - - - - - - - - - - - 2 ' +83.09, 40.00'R G B. SEE SHEET C2.11 FOR STREET LIGHT PLAN. 38.10 EP 38.16 EP 38.23 EP 38.27 EP 38.34 EP G 37.94 EP 37.94 EP 37.94 EP 37.94 EP 37.94 EP 37.94 EP 38.1 t MA 38.25 EP +33.32, 20.00'R 36.48 FL +25.00, 17.00'R +50.00, 17.00'R +00.00, 17.00'R +25.00, 17.00'R +50.00, 17.00'R +25.00, 17.83'R +50.00, 18.33'R +75.00, 18.83'R +75.00, 20.00'R � +00.00, 15.00'R +00.00, 19.33'R � C. SEE SHEETS C2.12 AND C2.13 FOR SIGNAGE AND +75.00, 17.00'R � +00.00, 28.00'R 37.82 FL 36.37 FL 35.88 FL 35.88 FL 35.94 FL � 0 381.03 EP 37.06 FL 36.64 FL 36.39 FL 36.23 FL 36.23 FL 0 36.55 FL STRIPING. 36.1. FL 1 +25.00, 28.84'R +50.00, 29.34'R +75.00, 29.84'R +00.00, 30.34'R +33.21, 31.00'R o 1 37.97 SW +25.00, 28.00'R +50.00, 28.00'R +75.00, 28.00'R +00.00, 28.00'R +25.00, 28.00'R +50.00, 28.00'R o o +00.00, 17.33'R 0 +75.00, 31.00'R MC15 - +00.00, 40.00'R 36.44 FL D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET 37.96 SW 37.96 SW 37.96 SW 37.96 SW 37.96 SW 37.96 SW J 38.11 SW 38.18 SW 38.24 SW 38.27 SW 38.28 SW -, J 38.36 SW SECTIONS. +25.00, 40.00'R +50.00, 40.00'R +75.00, 40.00'R +00.00, 40.00'R +25.00, 40.00'R +50.00, 40.00'R � c� +00.00, 28.34'R +25.00, 40.84'R +50.00, 41.34'R +75.00, 41.84'R +00.00, 42.34'R +33.09, 43.00'R o +75.00, 43.00'R 38.05 SW 00. E. SEE SHEET C3.0 FOR LOT GRADING. LO +00.00, 40.34'R ") 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. C D H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE SEE DETAIL SHEET C2.14 SEE DETAIL SHEET C2.14 RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT D MARKINGS. N J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z 37.69 EP I Ec KEYNOTES ® z Q ' +00.00, 20.00'L I I 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND z 37.69 EP 37.67 EP 37.62 EP 37.56 EP 37.51 EP 37.46 EP 37.42 EP 37.39 EP 37.37 EP 37.32 EP 37.27 EP 37.23 EP 37.20 EP 37.17 EP PAVEMENT PATCH PER ISPWC SD-303 AND ACHD O orf +25.00, 19.49'L 37.15 EP ' +25.00, 20.00'L +50.00, 20.00'L +75.00, 20.00'L +00.00, 20.00'L +25.00, 20.00'L +50.00, 20.00'L +75.00, 20.00'L +02.13, 20.00'L +50.00, 18.94'L +75.00, 18.38'L +00.00, 17.83'L +25.00, 17.27'L +50.00, 17.00'L +67.69, 17.00'L REQUIREMENTS. Ln O z Z y E 1 �� E G E 2. MINIMUM WIDTH OF 17' FROM CENTERLINE TO EDGE OF \ = W Q bLLpJ.L O ASPHALT. Q b� � � Q � EP EP EP EP- f Lu 0o I 37.9f MA o o _ o_ 37.4f MA-r- 37.3t MA- - 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER 0 W o r- 37.4t MA- ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. m ' T T r- r -r- 37.5t MA- o - r N r Ir +00.00, 3.24'L Cq r r r r 37.7f MA N 37.6t MA 37.6f MA +00 00, 7.68'L N•1+25.00, 8.24'L +50.00, 8.79'L 0 38.1 t MA 37.8t MA 37.8t MA 37.7f MA +50.00, 6.57'L +75.00, 7.13'L Ep �_ EP 38.Of MA I 37.9+ MA I +02.13, 5.51'L +25.00, 6.01'Lp - - - - - -- - - - - = -- -- - -- - - W +25.00, 1.57'L =+25.00, 3.79'L +50.00, 4.35'L +75.00, 4.90'L37.3t MA 4. INSTALL BORROW DITCH, 193 LF, PER ACHD STANDARD z - -- - - - +51.29, 2.15'L +82.29, 2.84'L EP P ---- -- (/� O _ _I W 47+00-� EP _ _ ___ - -r-48 -- -- ---- - --- -- 49+00 +67.69, 9.19'L 51+00 DETAIL 5. INSTALL 45'L X 2'W SAND WINDOW. 38.1 t MA 38.55 HP 38.4f MA S. LOCUST GROVE RD. 38.42 HP 38.40 HP 38.39 HP 38.37 HP 38.36 HP 38.34 HP 38.33 HP 38.33 HP 38.32 HP 38.33 HP 5. INSTALL BORROW DITCH, 194 LF, PER ACHD STANDARD Ln C~ 1+00.00, 1.01'L +16.291 10.46'R� +51.29, 15.00'R +24.29, 10.16'R 50.00, 9.96'R +75.00, 9.77'R +02.13, 9.56'R +25.00, 9.38'R +50.00, 9.19'R +75.00, 9.06'R +00.00, 8.97'R +37.13, 8.84'R +66.46, 8.72'R DETAIL 5. INSTALL 53'L X 2'W SAND WINDOW. < W v 6. INSTALL BORROW DITCH, 245 LF, PER ACHD STANDARD W 38.4t MA 38.3t MA DETAIL 5. INSTALL 70'L X 2'W SAND WINDOW. = W O --- z - 38.57 HP. - +16.29, 15.00'R-- g� -- - +24.29, 15.00'R_f I -b\--- - -- --- --- --- b� --- - -- --- --- -- - -I--- - b� - +00.00, 10.44'R I �0 0 0 0 138.2t MA Q cn kC4 38.48 HP EP E 7. INSTALL 6 VERTICAL CURB AND GUTTER PER ACHD J �, o � g +6 1.79, 10.32'R 38.4t MA g �� CN _ _ ,d r 0 38.2f -MA �a N +66.46, 15.00'R SUPPLEMENTAL STANDARD DRAWING SD-701. 38.5f MA 7 AM +82.29, 15.00'R J 38.2t MA 38.2t MA 38.2t MAI • 38.3t MA 38.2f MA 38.4t CL ` 38.2t MA +37.04. 15.00'RI T +00.00, 15.00'Ri 0 7 +75.00, 15.00'-R +02.13, 15.00'R +25.00, 15.00'R� +50.00, 15.0O'R +75.00, 15.00'R� +00.00, 15.00'R a 38.15 EP 8. INSTALL CURB TERMINUS PER ISPWC SD-707. Q �.L ( +67.79, 15.00'R� b� do do- d 00 d "c' ' �'" U co ° - ° 38.3f MA 6 +66.46, 17.00'R Q ' ° +50.00, 15.00'R W O �, ° ° °� ° Q Q 3 $ o ° ° 3 ° ° ° ° 3 0 +21.29, 25.00'R ° ° 38.55 38.19 EP 38.17 EP 38.14 EP/AP 38.14 EP 38.13 EP 38.13 EP 38.14 EP 38.15 EP/AP +67.7 MA a 38.28 LIP +14.29, 25.00'R +50.00, 20.00'R +75.00, 20.00'R +02.13, 20.00'R 25.00, 19.49'R +50.00, 18.94'R +75.00, 18.38'R +00.00, 17.83'R +37.13, 17.00'R +67.70, 40.00'R 36.67 FL 36.42 FL 36.15 FL 36.08 FL 36.08 FL 38.15 SW 36.29 FL 36.66 FL 36.79 FL X 38.36 EP +16.29, 23.00'R 38.15 LIP +50.00, 28.00'R +02.25, 31.00'R +25.00, 30.49'R +50.00, 29.94'R +75.00, 41.39'R +00.00, 28.83'R +37.25, 28.00'R +00.00, 20.00'R i III�..T +19.29, 23.00'R +50.00, 31.00'R +75.00, 31.00'R � Q 38.35 EP Z SD 38.20 SW 38.18 SW 38.16 SW 38.15 SW 38.14 SW 36.08 FL 38.15 SW 38.16 SW 3 38.21 EP z 1 +11.29, 20.00'R +50.00, 43.00'R +75.00, 43.00'R +02.38, 43.00'R +25.00, 42.50'R +50.00, 41.94'R +79.06, 29.29'R +00.00, 40.83'R +37.38, 40.00'R N 1 0 o vK,iu 41 � I +24.29, 20.00'R t o 38.38 SW 1 36.88 FL } 36.90 FIL ~ Z +00.00, 43.00'R +08.17, 31.00'R I J +27.42, 31.00'R in I I °D, z 38.19 SW Ln 0 I L 00 +25.00, 43.00'R I M z Z r °i w a D C U S. LOCUST GROVE PLAN 0 ## ## ## cn Plan Scale: 1" _##' z O z U Y Z E N G I N E E R I N G ar- 3 9233 WEST STATE STREET O o BOISE,IDAHO 83714 a PHONE(208)639-6939 LL okmengllp.com Q N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK O o DATE: APRIL 2021 U PROJECT: 21-021 g SHEET NO. Q s v 0 • 10 ti i a SHEET NOTES CITY OF MERIDIAN STREET LIGHT NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �Sg\ONAL E4,' CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION p�c \CENSF �Y 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY 4� i w THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL CONFLICTS EXIST. s I I Y I ELECTRIC CODE. 860 Q 1 „� 1 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE s 4/1/21 Q I 1 1 ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT CITY OF MERIDIAN. '9 P�� v „� I Q AND REQUEST INSPECTIONS. �� TF OF \� a s I z �, I C. SERVICE — ALL STREET LIGHTS SHALL HAVES� 1 I I u S 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE ��/�/ K\N I, 1 Q AND FOR THE POLE AND ASSOCIATED WIRING. VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. C. 1 I I s I S 1 a 1 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE 2' MIN. FROM WATER METERS. LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL IWL1 � I UTILITY AND PAVEMENT CROSSINGS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT 1 1 L; 1 I I 1 s I DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD D. METERING — CONTRACTOR SHALL COORDINATE METER 1 I I COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. 1 1 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS 1 CY I s _ 1 I REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. WHERE A METERED SYSTEM IS REQUIRED, NEW 1 � DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. - - - - - - - - - - - - - - - J � — - - - - - - - - - - - - �' 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH I _ _ ... 1 0 ,., LEGEND END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE Ci 8 E.AMBITION ST. 8 8 W� s 1 8 W E.AMBITION ST. $W ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY Q 1 \ 8 s 8 s 8"s — I s 8' 8"S HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL 1 I INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS — — — — — 1 — — — — — DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST WHEN THE ADJACENT PROPERTY IS DEVELOPED. I I CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 1 w N 1 I > I I _ STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN 1 Q I I I SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED Lu I z 4 PI 4 PI 4 PI 1 4"PI� i FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND 1 1 i u 1 w i 1 I UTILITY COORDINATOR. N 1 1 vi Q I INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, ZO 1 1 Z I DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST N 4"PI CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 g I STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE w 1 a 1 POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE oC U 1 LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR ,,� STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND 0 80 160 240 3 J 1 UTILITY COORDINATOR. Plan Scale: 1" = 80' — � EXISTING TYPE 1 STREET LIGHT MW — — — co— — — — J l — — — — — — — _ EXISTING TYPE 2 STREET LIGHT N Cn U) V) 8WLa ,u 8W 8W W8„s „ 8„s8 . EEPLE AVE. 8„ 8„s "s 8„ 8„S „s 8„ o s z w I d1 w w OD I 1 0 I I I = Q � sLu l N I 1 w I 1 I z I I z W w v I - - - - - < I 1 IN i j 0 5 1 s ,w 8w 8"w- � I N � 0 1 E. BINGLEY ST. zPI 8"S — 8"S 8"S N 1 — I 1 I — — 1 "p� -- Ln I 1 8 C 1 N IC9 coz1 cn 1� I I 1 0 Z — — — - - - - — — — - - - - — — 1 — — — — — - - — — — — — "A z z 7 J ~ I I \ 8W 8W 8W 8 a W 8"W 8W 8 Z 8W 8 8W 8W I s 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S "S " 8"S 8'S 8'S 8"f T O . AMBITIO�1 ST. — — — — — — — - - - - - - - - - - - - - - - - - — — — — — — — — Z 1 PIS — 1 > L.0 z l _ _ 1 D a 2 LL � Q J S LLi I a m � � � a s N Q J � � I , I 1 u Q p c w _ Lu 4"IP 1 0u 1 vi w LL Ln 1 � 0 I 1 I 0 1� I � I � Q 1 S I Lu 0 o , L E. ADLER HOF ST. W I Q 8"S o / - - - - - - - - - - - - - � 5 a - - - / 71) N z I I a 1 II 1 Cli z Cli a I N Ln I I I > � z 1 I = � � 0 z � I I z 1 U N I E N G I N E E R I N G 3 I 1 I vi I 9233 WEST STATE STREET 01 3 1 1 BOISE,IDAHO 83714 0 I 1 PHONE(208)639-6939 LL kmengllp.com Q _ 1 1 DESIGN BY: LCK u\\J 1 1 1 DRAWN BY: LCK / Z 1 CHECKED BY: LCK 0 o I DATE: APRIL 2021 u — - - - - - - - PROJECT: 21-021 z o I � I � SHEET NO. Q 0 v l N C2. 11 O o I a z I SHEET LEGEND - ��SOC E N S f Nc�Y I O O 4" YELLOW NO PASSING p S\\,\ Fp I 25 v 10 `n 7 ZONE D 26 BLOCK 7 I Ln 4" DOUBLE YELLOW - 86� r I APEX SOUTHEAST g s 411121 0 O O SUBDIVISION NO. z 20 21 22 23 24 STRIPED MEDIAN ��9TF OF 26 23 22 21 20 19 D I C 4" YELLOW — TWO WAY /N K�NS I m I I D 'S' I I m 10 LEFT TURN LANE >=45 C' O MPH I 24 I i 25 27 hit I / - - - - - - - - - - - - 4" WHITE - RIGHT EDGE — — — — — — — — — — — — 130 E. SPIRE ST. \ 19 24" WHITE - STOP BAR � � 28 w ICI 28 / - - - - - - - - - - - - - - - - - - - - - - - - - F(r77�=- - - - - - - - - - - - - - - - - - - - - - - �� SHEET NOTES A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR ADDITIONAL STRIPING AND SIGNAGE INFORMATION. N I I I I I 29 B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 1 I I I CONTACT ACHD INSPECTION FOR VERIFICATION OF C I - I I O7 O6 O5 I I O5 O6 O7 I I COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 00 I I MARKINGS. o ; X o m o- - - - - - �, I I I D I "' o z I I I o I 30 0 N E. BINGLEY ST. _ 8 a m I g 19 4� D I 14 15 15 14 I < Lu ~ _ " N I r^ 31 W I BLOCK 8 �tib� I �� BLOCK 9 I I I 9 10 11 12 13 �� ,,02db I q��+�� 13 12 11 10 g I I BLOCK 3 N I 0 60 120 180 LL Plan Scale: 1" = 60' Ww - - - - - - - - - - — — — P�Pa� — � l - - - - - - - - - - - - - - - - - - - - - - - - z I E. AMBITION ST. / 00 O w i 7 i I '��o� 'r�o� i 36Ln 34 O 9 I I Ln 42 41 40 39 38 37 O O O O BLOCK 10 z � i 35 O V m ( 8 13 O z m I I � z Q r W W I 19 i G Z I 4 BLOCK 11 I m O Q 17 16 15 14 i I 5 Ln O Lu W W W I 20 I I I > Q : z m C) Lu oC W W I 18OV) l O1 21 Q z Iw Q Q W W I � E. ADLER HOF ST. u.l Lu 2 w Q I — — — — — — — — - - - - - - - - Q z W 1 .�. 0 Vn � I I I I �W w Q LL j I O I O W W 23 I I C a I I I Q N � W I W W I I O I 24 I I 3 I W I W W I '� cn I BLOCK 12 a I 25 W W I O I = a z < O Fn a I � W W I I I U g � I 26 I I O DC W o I 27 i I O I 0 a W W I I I ENGINEERING � 9233 WEST STATE STREET O z I BOISE,IDAHO 83714 a I I I PHONE(208)639-6939 LL z c� w I 28 I I O kmengllp.com z 0 N I I I 7 DESIGN BY: LCK \LJJ EG EG EG I DRAWN BY: LCK / a c� CHECKED BY: LCK O o EG EG EG \ s DATE: APRIL 2021 3.r F PROJECT: 21021 g �, W 1 I SHEET NO. Q N O I C2. 12 I. a z SHEET LEGEND S,s\oNAL fNC O 4" YELLOW - NO PASSING �p�c�' '\CENSFO 4 0 50 100 150 ZONE Plan Scale: 1" = 50' 8 4" DOUBLE YELLOW - 411121 860 OSTRIPED MEDIAN �9P Pao v F OF 4" YELLOW - TWO WAY ��N C. K�NS 10 LEFT TURN LANE >=45 MPH 17 4" WHITE - RIGHT EDGE ' 19 24" WHITE - STOP BAR 1 LjL ui LJJ SHEET NOTES J A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR STA:38+11.64 ' S ADDITIONAL STRIPING AND SIGNAGE INFORMATION. STA:36+43.86 m Im I OFF:18.00'L G OFF:18.00'L I " �' I B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS STA:38+11.50 O CONTACT ACHD INSPECTION FOR VERIFICATION OF OFF:6.00'L ' I--- COMPLIANCE WITH POLICY AND EXISTING PAVEMENT STA:36+43.99 I MARKINGS. OFF:6.00'L I ' STA:26+68.74 1 10 17 O OFF:3.62'R 8 17 10 17 7 8 EG EG E EG G EGA z EG EG -EG EG EG EG G EG EG EG L EG W _E O 26+00 27+00 28+00 Q�nO EG EG G EG + 34+00 35+00 �? 736+00 �' EG EG E� W cn _ -EG EG EG EG - - -N _ -� - �_ - w _ Lu N L N S. LOCUST GROVE RD. _ d3 d3 d3 EG EG G EP STA:27+14.67 - _ _ - - - - EI - -EP - - E EP- - EP EP EP EP- STA:27+91.77 / 17 w OFF:14.60'R OFF:13.23'R STA:32+17.73 OFF:15.46'R 17 STA:36+43.99 I I I I \ z �x x x x x -x x x x x x- -x x l I I a o STA:38+1 1.50 ' I 0 FF:6.00'R STA:36+44.13 I I I STO 38+1 1.64 J D w � I I OFF: I I II I \ OFF:18.00'R o COX m J ' o F-- °� I I I I II I I I i it I I I i I II I (V o z z Q z o �- Q � 1 LnO w � 2 Es =Q 2i z 64 C� Es o W °- 5'L STA:40+66.65 Q ^ / 50 1 OFF:0.00'L �.L STA:40+81.64 STA:49+01.84 STOFF:+ .00'L (/') z C) STA:46+33.33 OFF:12.00'L �l 0 STA:43+63.33 OFF:6.00'L STA:51+57.12 (/� OFF:12.00'L OFF:12.001 OFF:18.00'L 0- z O 1 17 EG STA:49+01.97 17 Q Q STA:43+78.31 rn 17 STA:46+33.46 o OFF:0.00'L �-- 8 7 OFF:0.00'L 0 8 OFF:6.00'L 10 OFF:6.00'R 2pG W _ W W - EGLU EG EG EG EP E EP EG EP EG EP EG EP EG EP EG E EG EP EG EP G EP EG EP EG EP EG EP EG EP EG EP EG EP EG EG EG EG E E E EG EG f EG EG EG EP FpEG EG EP EP EP EPi= Z Q �f w 39+00 40+00 41+00 42+00 N 43+00 44+00 45+00 46+ _ ~' 50+00 51+00 52+00 Q rrznn • N _ N O V) S. LOCUST GROVE RD. N M =E T P EP 1 EG EG C - - - - - - - - - - - - - - - -pp - -TEP EP EP EP EP pG EG G- - - -EG G 7EG EG EG EG EG EG EG PG E G E EG - Q OQwEG E EG o- _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - STA:40+81.64 ST- 0 U-11 0 A:43+63.33 STA:46+33.46 STA:49+01.97 STA:51+71.97 x OFF:12.00'R OFF:12.00'R 17 - OFF:6.00'R OFF:18.00'R OFF:12.00'Rm Q T ' STk46+33.46 I I STA:49+02.10 U ' APEX SOUTHEAST OFF:18.00'R I w I OFF:30.00'R APEX SOUTHEAST APEX SOUTHEAST Q SUBDIVISION NO. 2 i z SUBDIVISION NO. 2 SUBDIVISION NO. 1 m W w 1 a z 0 v O O Q v�` N � j O ti D V 3 w z S. LOCUST GROVE RD . z O 0 ## ## ## Plan Scale: 1" _ ##' ENGINEERING 9233 WEST STATE STREET z BOISE,IDAHO 83714 O w PHONE(208)639-6939 LL zkmengllp.com Q N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK O o DATE: APRIL 2021 u PROJECT: 21-021 g SHEET NO. Q s v 0 • O ti i a 1.5' ACHD 1.5' ACHD 1.5' ACHD 1.5' ACHD SIDEWALK EASEMENT 60' RIGHT-OF-WAY �EASEMENT EASEMENT SIDEWALK SIDEWALK 60' RIGHT-OF-WAY HSIDASEMENT S\OEWALK NAL fN 0.5' 0.5' 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' �p��,`'�\OENSf G/y 5' SIDEWALK 8' PLANTER 16.5' TBC-CL �-I-� 16.5' CL-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. 5' SIDEWALK 8' PLANTER 8' PLANTER 5' SIDEWALK 3:1 MAX. SLOPE TO SLOPE TO 6860 EXISTING EXISTING 4/1/21 �o � OF \�P \ \/ 1' LANDING, //\\/\\\ \ \\ \\\\\\\ \ TYP. �/ \ \ \ \ /\///\ �\ �\ \ \� \ \ �\ \ .\ /\///,\///,\ /\ /�// 1' LANDING,P. \ \ � � / �///\/�\/�/ \ � 3" ROLLED CURB 2.5" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG-58-28 6" VERTICAL CURB 2.5" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG-58-28 AND GUTTER, TYP. COMPACTED SUBGRADE AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 14" OF 6" MINUS PIT-RUN SUBBASE 14" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION A-A STREET SECTION B-B w SCALE: NTS SCALE: NTS SECTION LINE VARIES PER CL ROW PLAN 40.5' 23' MIN. 1.5' ACHD COMMON LOT z 17 I 17' I 14 SIDEWALK O PROPOSED ROAD WIDENING EASEMENT cn PROPOSED ROAD WIDENING LANDSCAPE BERM > 0.5' Lu 3' GRAVEL ASPHALT w ASPHALT 5' SIDEWALK ~ (WIDTH VARIES HIGH POINT (WIDTH VARIES 1.0' FLAT PER ACHD SUPPLEMENTAL SHOULDER PER PLAN) (EXISTING STRIPING) PER PLAN) LANDING STANDARD \ \ \ \ 3:1 MAX. t2% 3' GRAVEL DRAWING SD-709 SLOPE TO f% �— t2� SHOULDER EXISTING 4:1jj f \ Mqx \ \\\\\\\\ \\ \\ \\\\\\\\\\\\\\\N N, \\\\\\\\\\\\\\\\\\\\ � \ \//\// \ \ \\ \\ \\ \\ \ \\ \\ \\ \ \\ \\ \5" ASPHALT PAVEMENT (SP-3, 0.50 INCH\ - \7/ \/\\/\\/\\/\\/\\/\\/ \//\// /\//, / / / /2 ) MIX, PG-64-28) / / \/l\T - /1 \// // / \/\/\/\/\/\/\ /\ \ 4 O F 3 "-MINUS CRUSHED AGGREGATE BASE/ / /\/\/ / /\/\/\/\ /\/\/ // �4 //\//\/ // /�\/�\/�\// \//\//\ /EXISTING BORROW DITCH PER/ \ \\ \\ \\ GRADE \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ 25" OF 6-INCH MINUS PIT-RUN SUBBASE ACHD STORMWATER/ / \ \ \ \ \ GUIDELINES SECTION \ \ /\ \ 8200 STANDARD%, //�//A / //' /\/\ /� AGGREGATE 4M LEVELING COURSE / DRAWING DETAIL 5 \ . S. LOCUST GROVE ROAD SECTION C-C SCALE: NTS SECTION LINE ("*4 VARIES PER CL ROW 23' MIN. O Z PLAN 40.5' COMMON LOT z Q 20' I 20' I 14' 4.5' ACHD z J PROPOSED ROAD WIDENING 2.5' SIDEWALK O PROPOSED ROAD WIDENING EASEMENT LANDSCAPE BERM ASPHALT ASPHALT 5' SIDEWALK / Ln O ~ 3' GRAVEL (WIDTH VARIES HIGH POINT (WIDTH VARIES 1.0' FLAT PER ACHD SUPPLEMENTAL SHOULDER PER PLAN) (EXISTING STRIPING) PER PLAN) LANDING STANDARD W 3:1 MAX. t2% 3' GRAVEL DRAWING SD-709 Z SLOPE TO 4:f% �— t � W O SHOULDER \/\/\/\/\/\/ EXISTING _ \ m \//\\//\ \\//\\ z � u //j %/% %/ Lu % cn Q O �„ \\\\\\\\ \ \\ \\ \\ \ \\ \\ \5" ASPHALT PAVEMENT (SP-3, 0.50 INCH\ / / /\ \/ - \/,c\//\r\/\\/\\/\\/ / CL W / /// / /// .(1/2") MIX, PG-64-28) 7l/ \ \//\//\ Lu j \//\//\/ 0 F /4 -M\N U S CRUSHED AGGREGATE BASE\/ \ \ \ /EXISTING\/ //\//\//\ //\// �/ � = W N \/\\/\\ BORROW DITCH PER \ \\ \ \ GRADE \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ ACHD STORMWATER/ K\\ / / \// // // Q GUIDELINES SECTION, \\ \/ /\/\/\ \UCOURSE / 8200STANDARD /, // / / /\ /� /\\/\\/�\/�/�/j /\//\//%//% DRAWING DETAIL 5 \ \/ 0 0 S. LOCUST GROVE ROAD SECTION D-D x w 0 � SCALE: NTS 0L a Q a X N lY1 1 Z 0 Q Z D o SECTION LINE a W CL SECTION VARIES PER Z g LINE CL PLAN O oVARIES PER 0 PLAN PROPOSED ROAD WIDENING a 3' GRAVEL 3' GRAVEL U " SHOULDER 20' EP-CL 20' CL-EP SHOULDER ASPHALT HIGH POINT 3:1 MAX. 3' GRAVEL a SLOPE TO SHOULDER (WIDTH VARIES HIGH POINT (EXISTING STRIPING) EXISTING PER PLAN) (EXISTING STRIPING) 2% ±2% f2 J 3:1 MAX. EXISTING 3:1 MAX. � Z SEOX STING f— ----- ------------------ GRADE SLOPE TO f— z I� EXISTING T / U / // \ \ \ \ � ENGINEERING \/\\/\\i\\i \\i \\� \\. \\ \\ \\ \\ \\ \\ \\ \\ \5" ASPHALT PAVEMENT (SP-3, 0.50 INCH w /\ 5" ASPHALT PAVEMENT (S P-3, 0.50 INCH\/\/\/\/\/\/\/\/\ \/\/\/\/ ,� EXISTING N G�/ / / / / i 9233 WEST STATE STREET / MIX, PG-64-28) // // // // // // // //\GRADE // // // // // (1/2") MIX, PG-64-28) \//\// / O / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ \\ \\ \\ \\ \\ \\ \\ BOISE,IDAHO 83714 Q \ \ \ \ \ \ \ \ \ \ \ \ \ \ :\\/\\/\\/\\/\\/\\/\\/\\ \ \ \ \ \ PHONE(208)639-6939 LL \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \ \/\/\/\/\/ 3 » /\/\/\/\/ 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE // // // 4 OF /4 -MINUS CRUSHED AGGREGATE BASE / / kmengllp.com \\ \\ \ \\:\\/\\/\\/\\/\\/\\/\\/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\\ \\ \\ \\ \\ \\ \\ \\ \ \/\/\/ DESIGN BY: LCK W /\ \ \ \ \ \ \ \ \ \/\ / // / / / / / / 25" OF 6-INCH MINUS PIT-RUN SU BBAS E / / / / / / / 25" OF 6-INCH MINUS PIT-RUN SUBBASES / \/\j i i i i i / / \ z /�\//\\//\\ \/OF %�\�U S CRUSHED \ \\\/\\\/\\/ \/\\/ \\ \\/\\\/\\\/\\\/�\\/\\\/\\\\\\\\\\\\/\\\/\\\/\\\/\\\ \\�\\\/\\ �\% /\//\/\/\ /x\/�\/�\\/�\\/\\\/\\\/\ DRAWN BY: LCK / \ AGGREGATE LEVELING COURSE // CHECKED BY: LCK o DATE: APRIL 2021 PROJECT: 21-021 S. LOCUST GROVE ROAD SECTION E-E S. LOCUST GROVE ROAD SECTION F-F SHEET NO. Q SCALE: NTS C 2. 1^ O SCALE: NTS `F N O ti i a 39.08 42.1 t 42.19 I I GRADING LEGEND 38.4f 38.9t SW 1 39.7f 40.1 t 40.6f 41.3t 41.2t 41.4t 41.7f MAA SW 42.2t 43.MA S fN MA MAjxil�MA 39.3t MA MA MA 41.0f I MA MA MA S AL C MA MA / I 38.40 38.40 v I 4 _ - -A Pi- MA 4 PI oo 0�0 _ 2741_ _ 4 G16 68 4 43.60 m �42.50 FINISHED GRADE ELEVATION Q�p��` \�'ENSFD �Y IGB 39.80 GB 39.02 39.25 39.19 38.95 38.43 40.31 40.61 40.91 41.21 41.44 1 GB 42.34 860 2739 25 FG GB GB GB °i GB GIB ® GB GB GB GB GB FG 1.50% 26 44.40 FINISHED GRADE SLOPE 411121 � t39 40.00 39.25 ' � � 42.54 38.16 FG c6 N APEX SOUTHEAST I 41.60 FG FG r tp z� Q 20 21 22 23 GB "� 0 P P FG w 39.39 22 21 2Q 19 SUBDIVISION NO. 1 °D O O O O 42.04 d 44.16 0 F OF \V I l 39.49 1 % SW I I GB GB m ��2626 FINISHED GRADE CONTOUR y�� NGj GB I 23 39.02 39.25 39.19 38.95 38.43 I 40.31 40.61 40.91 41.21 24 N ^/ �C 26 39.50 s GB GB GB GB GB GB GB GB GIB 1 ° C. FG i 39.75 39.69 39.45 39.21 \ 40.80 41.11 41.41 41.71 N I I 38.146 39.30 - -39.30 � 1 39.50 SW - SW - SW SW - - - - - - - SW SW - SW SW I 42.13 _ - N - - - _ -2645- EXISTING GRADE CONTOUR FG GB GB 00 539.31 39.56 39.49 39.25 39.01 \ � 40.61 40.' 41.21 41.5142.03 25 FG 44.20� I o BLOCK 7 39'70 24 01 / TBC TBC TBC TBC TBCL TBC _ TBC TBC TBC SW 3 42.33 27 FG FG 13 - - - - - - - - - 4"PI 4"PI - - - - - - - - -4.44, 41.83 43.96 I GRADE BREAK I I3o I 27 39.02 GB I GB GB GB I 38.15 0 39.10 39.10 1 ° »w " 8"w s"w w Na"w = " "w a"w a"w a"w s»w 8" a' a"w 4 .04 3 0 ' 2 41 6 m FG GB GB 39.37 E. SPIRE ST. A 274A GB 5 s 8's s"s s s s 8" s 2739 38.96 SW 39 0 s"s 5 s"s s"s 739 " a"s s"s s"s s"s s's SD 41 83 42.11 28 44.00 I I I CIVIL ACRONYMS w 2 O \ 28 39T116 TBC TBC 4N1.93 43.76 I ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS o I I I o SW � 39.09� - - - - - - - - - - - - - 8 TBC \ G6 FOLLOWS: 38.19 38.66 38.66 TBC FG GB GB 36.31 ' 39.38 39.62 39.35 39.09 ^�°j / 40.70 41.03 41.36 �41.65 41.74 STA. - ROADWAY STATION FROM CENTERLINE 38.74 TBC TBC TBC TBC TBC TBC TBC TBC N BLOCK 3 I CL - ROADWAY CENTERLINE TBC N� I 39.57 39.81 39.55 39.28 I 40.90 41.23 41.56 41.84 I 42.23 44.00 I L dmI PC - POINT OF CURVATURE I 38.96 w I SW SW SW SW / / SW SW I I SW SW gW 29 PT - POINT OF TANGENCY o 29 SW `O 39.03 39.31 39.05 38.78 I 40.40 40.73 N 41.06 41.38 s I 42.04 FG �°0 ELE. - ELEVATION M 23 I GB 44 33 44 > I GB GB GB 2739 GIB \ GB GB GB GB > TBC 43.76 I L - STATION OFFSET LEFT FG GB Q \ / I Q GB R - STATION OFFSET RIGHT I 38.71 \O O O \ N O O O TBC - TOP BACK OF CURB I / I z I GB � LIP - LIP OF GUTTER N 39.8t 40.70 - 40.70 1 42.66 w SW - SIDEWALK Z Iw�l G6 22 BLOCK 8 MA SW Sys/ I BLOCK 9 SW p 42.47 o Q s SW 30 44.00 I TOC - TOP OF CONCRETE O r s I a"w 8"w �'95j"w vim; I 39.03 \ 39.31 39.05 38.6t 39.1t 40.5t 40.8f 40.6t 40.3f 40.5t 44.26 I U 42.27 FG FG - FINISH GRADE �n GB GB GB MA MA MA /FMA MA MA MA / GB vi I 42.12 44.00 w . E. B NGLEY ST. �� 111 4 1 I 4 4 1 4 PI 4 4 PI 4 4 PI TBC GB I 5 s" s"s 38.28 8••s 5 I � I 40.85 41.12 I 4"Pi GB 44.11 KEYNOTES ® oc L - TBC I \ I I FG FG 4 PI 4 PI o SW N I O 37.51 37.82 38.14 38.45 38.77 39.09 39.40 39.23 39.66 p 40.29 40.59 41.38 r7 � 38.48 � 5 "s 42.70 31 1 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. Q I� _ - - -_ SW i a GB GB � GB GB GB M GB GB I I I GB GB GB GIB \ GB I SW Lu Lu 38.34 37.98 44.00 FG 37 98 38 06 41 O A 11 12 13 14 15 i i 15 I 14 13 12 11 10 �� O 8 GB 38 GB 01 1 GB C7 GB TBC I 37.51 37.82 38.14 38.45 38.77\ 39.09 I 39.40 39.21 39.66 40.29 40.59 40.85 41.12 I � 42.52 44.13 r �°m I 38.26 GB GB GB GB GB GB GIB GB GB GB GB GB GB 41.84 SW 32 FG SW I 38.05 38.32 38.64 38.95 39.27 \ 39.59 I 39'k 39.71 I I 40.16 \ 40.79 41.09 41.35 41.61 SW . I 42 32 44.50 38.35 37.76 I � I SW SW SW SW SW SW I SW SW SW SW SW SW SW 41.65 TBC FG w FG GB w I 37.85 38.13 38.44 38.76 39.08 39.39 39.66 39.43 I 39.97 40.60 40.89 41.16 41.42 TBC ,ri I 37,76 TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC 41.93 N 41.76 44.26 $o O TBC G GB 37.93 - - - - - - - - - - - - - - - - 42.04 B 00 38.11 GB \ I z 1 O SW s TBC 42.25 38.04 SW SW N� 44.10 f J N J 37.69 g 41.83 5 33 38.281 J GB SW 8"w "w 8"w a�w w „w 8' a° a" 8"w a" a"w a"w a"w s"w a"Ct w TBC 42.06 FG FG 37.83„ 41.76 TBC s 8"s a"s a"s $"s a"s g 8's 39.39 8"s 8"s 8's 8" 8' s 5 a" 8: 8"s s"s a"s 5 37.69 TBC 2� 274 j TBC 42.1 1 \43.86 38.31 32738 E.AMBITIONS 2�39 TBC 4p 41.95 SW GB GB I 1• , 38.11 39.59SW 4 FG : FG Cn SW � - - - - - - - -41 44 GB.76 4"PI GB 4" - - - - II 37.85 f_. - - - - - - - - - 39.08 - - - - - - - � �' - - - - GB � I 38.22 I GB 1 4„PI �_ 1. ° 41.93 c� 7 FG 37.78 38.01 38.27 38.56 38.85 40.82 41.06 41.30 41.54 42.10 GB 7 TBC 39 08 FG I- - -I I TBC TBC 41.49 TB 42 3g 36 42 34 \3.70 0 67 120 180 SW 42.56 37.85 TBC TBC TBC TBC TBC � I TBC GB FG TBC TBC FG GB 3 37.98' 38.21 38.47 38.76 139.040 39.84 Plan Scale: 1" - 60' O I I SW SW SW SW I SW s SW O I SW SW SW SW FG 1 I 42.28 43.46 5 s I 37.48 37.71 37.97 38.26 38.54 -0 40.52 40.75 40.99 �41.23 GB GB 38 09 38.62 38.42 GB �GB 39.34 I 41.58 GB GB GB GB 37 FG 1 % FG 38.05 GB � GB I GB GB FG 42 42.78 FG 2738_2738 i SW 10 � 11 12 I 39.44 39.34 �j I 41 40 39 38 FG II 38.01� 38.01 37.89 ml O N O O I TBC GB RO 42.58 GB GB GB N I i I 39.63 3 I 1 I FG 35 43.50 N 6 Q BLOCK 11 41.GIB I 39.60 - SW O \ 40.52 40.75 40.99 41.23 41.44 42.03 FG r 00 I I I I O 37.81 8 GB I SW 39.13 39.13 I 41.46 GIB _ GB GB \ GB GB L GB 43.50 M N 37.97 GB 37.48 37.71 37.97 38.26 38.54 I I GB GB FG 2741 0 I� FG GB I GB GB GB GB \ 2742 GB Z N I II i 37.81 4 PI 437.61 U 4 4 I , 4 PI 4 PI PI v j I TBC 3 BLOCK 10 -A 4 4 PI 4 4 4 II 4 42 48 4 PI z Q GB 38.36 38.166 36.81 37.28 37.82 38.07 38.30 I Q s 39.42� `�� \ FG FG FG FG GB I z J I I w o FG FG FG \ FG 42.99 � III 19 FG FG 3GIB 8.53 GB GB GB GB i w 38.92 2739 N 41.35 \ 42.91 FG I 0 37.85 I I- 37.96 0 \ GB 1 SW � GB FG \ FG V42.98 (n O FG 17 16 15 14 13 V N I 39.02 38.92 \ I z GB �\ SW o > = Lu GB.85 \ 1. % Za GB 81 GB 28 \ GIB 82 GB 07 I N s I SW 21 O � \ I Q Q 2i II _ LLJ 20 37.45 18 1 37.30 37.78 38.32 38.57 38.30 rn 38.71 38.71 N 41.23 I GB SW SW SW SW GB : GB GB FG \ \ I m 37.96 I 37.43 I 37 S4 y ;0 37.12 37.59 38.13 38.37 1 38.81 N 38.81 2�A FG FG ; TBC TBC TBC TBC SW °D TBC /� 1 I 37.45 37.63 1 38.61 I 39.00 I \ (/') z „ I - - - - - - - - - TBC s SW 6 I Q GB FG \ Q i cl 101 , I O 37.45 / N N Co � I 39.03 38GB FG 1 21 SW s s"w s"w s" s"w GIB GB FG 37•97 37.04 1.0� 37.16 37.37 ADLER HOF T. - 0 W � FG GB / TBC TBC E 2739 38.38 8„ �8„s 5 �� = LLJ 37.04 37.43 37 37 37.56 SW \ \ \ SW SW - - - - I maNkI` 2 z GB 37.63 37.26 ® -37.127 - - - - - - 22 SW TBC GB 4„PI 1 2�3g \ \ \ II O Q 37.13 38.00 37.12 39.85 \ \ m I �, a FG I GB I 37.58 GB I FG I G13 3 TBC \ 5 s 367C78 O \ \ \ w 37.84 I 37.28 37.28 I 39.79 \ 1 OL 23 37.S GB GB FG \ \ \ \ I Q o�l 38.03 m I I I GB I (9 0 I \ m t I i FG - 37.34 37.86 I w I TBC 2 \ N I I GIB TBC I s 38.02 O I I 38.06 1 I m III" I I I I 24 SW n 37/.52 37.52 39.73 Nc�,� O II o I I 38.07 ° 37.56 '\� I GB GIB I FG Z I I I 37.56 37.74 I 37.76 BLOCK 12 w u I o I I I I GB 37.94C I N I I 36.95 4 \ I m z m 25 SW I SW O I I Z I 37.45 37.45 39.67 \ I 38.11 I 37.GB I GB GB FG 0 FG; 1 I r 37.44 37.52 w I m o III I GB TBC I J I 37.51 I N o I TBC I 1 37gW Lu n s 37.70 O r� > r III 38.25 37GI3 I = 37.20 37.20 N 39.61 I \ \ a I I FG GB GB FG \ `^ II ` 37.21 37.29 z r I GB TBC N ^ 37.26 I z 0 Z I \ �00 I 27 37.49 I � vi I I TBC UY �` ENGINEERING � Z I I I I M SW O m 9233 WEST STATE STREET 38.50 N 36.99 I s S 7.45 6 I FG 2737 GB w 36.95_2737-36.95 39.55 3 � I II 37.10 GB GB FG 1 36.99 BOISE,IDAHO 83714 I � PHONE(208)639-6939 LL Gg TBC o 28 37.33 I I TBC 5 \ \ I m kmengllp.com 0 SW I 3-1 C DESIGN BY: LCK W 36.82 38.41 38.72 GB 36.4136.88 I s I SW 7 J \ DRAWN BY: LCK FG FG FG 36.96 36.81 36.81 39.49 \ I 2 2 EP GB GB FG O \ o CHECKED BY: LCK 0 o I I 38 `;� ' 8 I DATE: APRIL 2021 5 37.33 37.29 \ I PROJECT: 21-021 _ _ _ _ _ _36.61- II EP 37.00 IIN FG 61 36F41 EP 5 FG \ I SHEET NO. Q 38.41 FG 36.94 5 FG 1 I C3.0 p 9 FG 1 � I W 36.75 I FG.13 FG z I I I I I I I I I SHEET NOTES ~ I I I INLET #1 w I A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY GIs\ONAL fNc� o ACHD SD-604A, TYPE IV41 RIM:2737.30 I NOTES. p� \,\�ENSfO SUMP:2733.19 o B. SEE SHEET C4.1 FOR STORM WATER DETAILS. w I I I INV OUT:2734.19 12" (S) s cl N 86 o Q25=0.66cfs I 5 C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN 4/1/21 0 o I Q100=0.92cfs w u O O O �5 O6 AT OR BELOW 20 FEET FROM EXISTING GROUND s� I I I 30.5' 12" ADS N-12 HP I Q ® SURFACE. FOR ADDITIONAL INFORMATION REFER TO THE '9� qTF OF \OQ v INLET #2 @ 0.43% _ "REVISED GEOTECHNICAL INVESTIGATION - APEX ACHD SD-604A, TYPE IV 7 SUBDIVISION NW & SW" PREPARED BY ATLAS, DATED ��N C. KEN RIM:2737.30 - - - - - - - - Z FEBRUARY 18, 2021. SEE SHEET C1.2 FOR WELL SUMP-2733.06 rwv o, LOCATIONS. FOR ADDITIONAL GROUNDWATER INFORMATION INV IN:2734.06 12" (N) vi �' REFER TO THE "FINAL 2020 GROUNDWATER MONITOR INV OUT:2734.06 12" (S) 8"w 8"w 8"w s"w REPORT FOR PINNACLE SITE" PREPARED BY NRS, DATED Q25=0.26cfs OCTOBER 29, 2020. ALL GROUNDWATER DEPTHS WERE E. BINGLEY ST. _ GREATER THAN THE DEPTH OF THE MONITORING WELLS. Q100=0.36cfs � 8 � -4°PI 4"PI 4" I °PI 4"PI 4 PI 4 PI 4"P 4 PI 4 PI 4 PI 4"PI 4"PI 4" 'P PI 4' I "PI 4"PI 4"F s a"s8" - 8"s 8"s 8"S 8"s s CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY W� , I � IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF 4.8' 12' ADS N-12 HP _____ 7 14 13 THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION 0.43% - - - - - 9 10 I FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. ACHD INLET SD-604A, TYPE IV D. THE DESIGN INFILTRATION RATES ARE BASED ON A 50% w SGT #1 4"PI 1 4"PI 4"PI 4 PI BLOCK 8 I I RIM:2739.16 BLOCK 9 REDUCTION OF THE RECOMMENDATIONS IN THE Q RIM:2737.86 (N) I INLET #3 Q SUMP:2735.05 FOLLOWING REPORT: "REVISED GEOTECHNICAL RIM:2737.94 (S) L61.1' 18" ADS N-12 HP I ACHD SD-604A, TYPE IV 11 12 13 14 15 I a 115 INV OUT:2736.05 12" (S) 12 11 10 INVESTIGATION - APEX SUBDIVISION NW & SW" INV IN:2734.04 12" (N) I ® 0.00% I " RIM:2737.48 I w I Q25=0.89cfs PREPARED BY ATLAS, DATED FEBRUARY 18, 2021. s Q100=1.25cfs CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER INV OUT:2733.19 18" (S) I SUMP:2733.37 I N I I THE FACILITY IS FULLY EXCAVATED WITH THE ACHD ACHD STORM DRAIN EASEMENT ( ) INSPECTOR PRESENT. INLET BAFFLE:2733.36 � INV OUT:2734.37 12" S OUTLET BAFFLE:2733.94 I O I I Q25=1.11cfs 30.5' 12" ADS N-12 HP II i 11 o I w__ I Q100=1.55cfs 28.8' 12" ADS N-12 HP 0.43% E. PROVIDE WATER-TIGHT SEALS AT PIPING IW I u; 30.5' 12" ADS N-12 HP Q 0.42% 7 I ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION 7 \ ® 0.43% - - - I 11 I l BOXES, AND MANHOLES. CC O w - - - - - - - - - - - - - - - SGT #3 e8- S cn Lo u) RIM:2739.89 (E) c F. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHEREzSGT #2 \ s RIM:2739.93 (W) INLET #6 COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF O I I a"w 8" 8" " "w "w 8"w 8" 8" a"wACHD SD-604A, TYPE IV "w "w a" a"w e"w ROW OR WHERE COVER IS GREATER THAN 2 FEET THE RIM:2737.82 (N) � INV IN:2735.89 12 (E) NRIM:2737.90 (S) RIM:2739.16 STORM PIPE SHALL BE ADS N-12 HP PIPE OR cn s 8"s 8" 8"s 8"S s"s 8"s 8"s s 8"s s"s-INV OUT:2734.92 18" (S)- 8"s 8" 8"S "s 8"s a"s a u I I INV IN:2734.22 12" (N) E. AMBITION ST. INLET BAFFLE:2735.21 SUMP:2734.92 APPROVED EQUAL. PLOWABLE FILL SHALL BE USED WHEN Lu O I INV OUT:2733.37 18" (S) OUTLET BAFFLE:2735.79 INV IN:2735.92 12" (N) LESS THAN 5-FEET OF SEPARATION BETWEEN - w I I INLET BAFFLE:2733.54 3 u, INV OUT:2735.92 12" (S) STRUCTURES. W ~ I W I OUTLET BAFFLE:2734.12 I _ _ACHD SD-604A, TYPE IV _ -N - - - - _ _ - _Q25=0.85cfs n - - - - - I I RIM:2737.48 - - - - - - - - - - - - - Q100=1.18cfs - - - - - - - - G. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC 3 I 1 STANDARDS AND THE ACHD SUPPLEMENTS TO THE O4 SUMP:2733.24 4'PI 4'PI 4'PI 4'PI - - 4"PI 4'PI 4"PI 4"PI ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 INV IN:2734.24 12 (N) I I I I 5.3' 12" ADS N-12 HPI I I TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED. 7 INV OUT:2734.24 12" (S) 0.57% H. THE CONTRACTOR SHALL COMPLY WITH ALL THE w I I 3 I I w I Q25=0.92cfs u; I I I SDMH 1 ui I Q100=1.29cfs I s O # I REQUIREMENTS FOR STORM WATER DISCHARGE 00 O S I I I I I RIM:2 39 50 DMH FLAT TOP I BLOCK 3 IMPLEMENTING IATED WITH THECBMPTS UCTION RE RECOMMENDEDACTIVITY. IN THE THIS HEINCLUDES I I 4.1' 12" ADS N-12 HP I I I SUMP:2733.89 ® 0.49% 11 12 I 42 41 40 39 PLAN PREPARED FOR THIS SITE, REGULAR SITE W I 3 I I I INV IN:2735.89 12" (N) I 2 91.8' 18" ADS N-12 HP I u' I I I INV OUT:2735.89 12" (W) I � INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE z SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN O ® 0.i0% - I THE NPDES GENERAL PERMIT. I 7 i I I W s 3 J 87.0' 18" ADS N-12 HP- ACHD STORM DRAIN EASEMENT I I O ® 0.00% H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN W I > i 3 ACHD STORM DRAIN EASEMENT I A ENGINEER AND ACHD. O10 _u I ui Q 7 W I w I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM ~ 4"PI 4"PI 4"PI 4"PI 8 4" 4"PI 4"PI 4" "PI 4"PI 13 d a 4 PI 4 PI PI 4 PI DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN _ f BLOCK 10 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER w I BLOCK 11 u 68.6' 18" ADS N-12 HP I I- I PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH u @ 0.00% I `� s O4 SECTION 8018 OF THE ACHD DEVELOPMENT POLICY Ln w I I 19 ACHD STORM DRAIN EASEMENT u W I MANUAL AND ISPWC SD-623. INLET #10 7 ACHD SD-604A, TYPE IV I 0 J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, � THE CONTRACTOR SHALL CONFORM TO THE STANDARDS RIM:2736.78 I I SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF SUMP:2732.54 °D SGT #4 THE ACHD STORMWATER GUIDELINES. W I I SGT #5 I I I INV IN:2733.54 12" (S) 15 14 I u' I RIM:2738.80 (S) m RIM:2737.13 (S) I INV OUT:2733.54 12" (N) I s A La o I RIM:2737.21 (N) 5 RIM:2738.89 (N) K. INSTALL STORM DRAIN MANHOLES PER ACHD Q25=0.97cfs c w I INV IN:2733.52 12" (S) s _ I I Q100=1.34cfs I I INV IN:2735.00 12" (S) SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED (V INV OUT:2732.67 18" (N) I a I I I I o I INV OUT:2734.15 18" (E) CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC z w I I INLET BAFFLE:2732.84 I N 30.5' 12" ADS N-12 HP ui INLET BAFFLE:2734.32 CONE SECTION. ALL MANHOLES SHALL BE HS-25 RATED. O Q m OUTLET BAFFLE:2733.42 I I I ® 0.43% I OUTLET BAFFLE:2734.90 o I I i I I I � L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 z 4.5' 12" ADS N-12 HP - - - - - � I O - AND 8200 OF THE 2017 ACHD POLICY MANUAL. z ® 0.45% s- - - - - - - - - - i "cI I C I 56.5' 18" ADS N-12 HP 21 u N I o z S w o.00% KEYNOTES ® W 8"w s" 8'w 8"w a"w s"w a" Ln O W I 18/ E.ADLER HOF S . 7 1. SB #1 SEE SEEPAGE BED DETAIL #2 ON SHEET C4.1 s s"s 8"S s" 8"s 8"s s"S s w I I I IE-ACHD STORM DRAIN EASEMENT (56'L x 13.0'W x 8.5' D) 0 Q ww 7 7 - - - - - J 4 2. SB #2 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 0 / w c"_ / - - - - - - - - - - 1 - - - - - - - - - - 21.2' 12" ADS N-12 HP (86'L x 15.0'W x 8.5'D) 22 / 4"PI 4"PI ® 0.43% a I INLET #9 3. SB #3 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 Lnz � w I I I ACHD SD-604A, TYPE IV INLET #7 SDMH #2 u I RIM:2736.78 ACHD SD-604A, TYPE IV I I 48"2 SDMH FLAT TOP (80'L x 15.0'W x 8.5'D) � Q 2 SUMP:2732.67 RIM:2738.36 - - _J RIM:2738.71 Ln W ~ I I I INV OUT:2733.67 12" (N) SUMP:2734.25 SUMP:2733.09 4. SB #4 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 Q 0 s Q25=0.55cfs INV OUT:2735.25 12" (E) INV IN:2735.09 12" (W) s I LLI Q100=0.77cfs Q25=0.33cfs INV OUT:2735.09 12" (N) 5. S65 L5x SEE OSEEPAGE BED DETAIL 1 ON SHEET C4.1 = L1J L LI 23 I 2 Q100=0.46cfs # # W I I O O 6.20 482" ADS N-12 HP (63'L x 15'W x 8.5'D) Q 6 30.5' 12" ADS © 0 43HP % O w I 6. SB #6 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 (1121 x 13'W x 8.5'D) 0 I INLET #8 2 w I I s O ACHD SD-604A, TYPE IV 7. INSTALL GROUND WATER OBSERVATION WELL PER ACHD x 24 I RIM:2738.36 SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION LJJ w I I O s v I SUMP:2734.12 BED 5' FROM THE END AND OUTSIDE OF BED, A 0 uj `o I INV IN:2735.12 12" (W) MINIMUM OF 50' FROM THE PERIMETER OF THE BED. Q INV OUT:2735.12 12" (E) Q (,/) W I I = I z I BLOCK 12 Q25=0.66cfs u Q100=0.92cfs Lu NN X I I I I S 0 u W I I 25 S ou w , oW 0 50 100 150 z 7 s I 5 Plan Scale: 1" = 50' 0 z I I _u I - 26 I s W 6 wINLET t V ACHD SD2 604A, TYPE IV a w I m 117.0' 18" ADS N-12 HP I RIM:2736.83 ® 0.00% I SUMP:2732.59 INV IN:2733.59 12" (E) W I I 27 I I INV OUT:2733.59 12" (W) Ln ti I O I I S Q25=1.18cfs IL.i I I I I I oo Q100=1.64cfs z 0 w 30.5' 12" ADS N-12 HP U z w L I �I I ® 0.43% E N G I N E E R I N G a i I ACHD STORM DRAIN EASEMENT J I I N INLET #1 1 9233 WEST STATE STREET ACHD SD-604A, TYPE IV 28 I I RIM:2736.83 PHOINE(08)639 6939 LL 2 W I o f I s SUMP:2732.72 - kmengllp.com 0 o � I �= INV OUT:2733.72 12" (W) DESIGN BY: LCK IJJ SGT #6 I I Q25=0.70cfs EG RIM:2737.18 (S) I Q100=0.97cfs DRAWN BY: LCK 12"w RIM:2737.20 (N)2"w i "w £ w I j INV IN:2733.57 12" (E) 8 s 0 S "S EG 8 s INV OUT:2732.72 18" (N) s O CHECKED BY: LCK 0 I I - - - INLET BAFFLE:2732.89- - - s ` 7 DATE: APRIL 2021 OUTLET BAFFLE:2733.47 s PROJECT: 21-021 SHEET NO. Q o w I ca l0 4.3' 12" ADS N-12 HP a I ® 0.46% N I C4.0 0 0 a I A L f NC LEGEND Ss\oN��, ENS O WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER �O �,� f0 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 4 ?' FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 60 O4 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- i �� 4I1I21 0 - - CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS 00 I'I� IT III�II PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" I C� F OF PIPE. DRILLED WELLS MAY USE 4" PIPE N FABRIC OVER CHIP DRAIN ROCK -- --_'. NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, S/ A _____ -� � � � A C. Q - POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY I o o�P I III J� 3 00 - >° > Q 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 I t I b ------------- --� r--- ------------- �•o I I I I 3 NOTES: z 5 PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR r STORM DRAINAGE FACILITIES I N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L - - _ _ - - _ - _ - _ _ - - - - - - - - - 0 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW 6 w o w 6 ' N.T.S. o F _ III=1 I=1 I=1I=1 18 w 11=III=III=III=11- 3 =11=1I1=1 I1=1I1- o �~- � m II I-1 1=1 11=1 11 _ =1 1=1 11=1 11=1 I I- 5 o z z 8 3 X 4 w (n tj OUTLET Li 6 SECTION CONCRETE COLLAR FLOWo BAFFLE WALL N > N.T.S. - ELEV B FLOW O ELEV A N w 4 4 ELEV D w INLET BAFFLE WALL 4 ELEV C 20' STD 9 r7 o o o SECTION A-A N.T.S. NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY LEGEND: o 0 MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) SECTION 2 LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) N.T.S. H_ 11-F USE H =GRADE< 2-FT USE 2 " DIA RCP RISER 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS O EL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10' MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD s WATERTIGHT SEAL s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2017 ACHD REVISION 2017 ACHD REVISION IDAFORHPUBL PUBLIC WORKS GROUNDWATER STANDARD DRAWING FORIDAHPUBL PUBLIC WORKS GROUNDWATER STANDARD DRAWING ACHD STORMWATER DESIGN 2015 SAND AND GREASE TRAP STANDARD DRAWING CONSTRUCTION OBSERVATION WELL S D- 6 2 7 CONSTRUCTION OBSERVATION WELL S D- 6 2 7 GUIDELINES 1 OF 2 01 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 N z NO TREES ARE ALLOWED WITHIN SIDEWALK PER ACHD SUPPLEMENTAL Q Q ��A ��B STANDARD DRAWING SD-709. 10' OF THE OUTSIDE PERIMETER 1,000 GALLON OF THE SEEPAGE BED FINISHED GROUND NO TREES ARE ALLOWED WITHIN z SAND AND GREASE TRAP PER 10' OF THE OUTSIDE PERIMETER FINISHED GROUND DETAIL, THIS SHEET CURB AND GUTTER OF THE SEEPAGE BED ELEV. - "A" (MIN.) %//� PER ROADWAY PLANS. ELEV. - "A" (MIN.) z I- 5 LF OF 18"0* vi � /�/�/�/�/�/�/�/�/ %��// V��V� ��V� ADS N-12 HP w_j w i��/��/��/��/��/��/��/��/��/��/��/��/�� V� a m i ��%��%�% �� s�i��i��ji��% ELEV. - "B" (/� Q W EL : SDI p'f, ELEV. - B" %�%�%�%�� %�� %�%�%�%�%�% 3 2 - - J ------- --------- �w� 3 ELEV. - „C„ > o = - Q W N ELEV. - "C" 5 z 5 w w Q I in > I J 5 z 5 ww QQ m O cn *18"0 PERFORATED ADS N-12 HP. g Q m > J TRANSITION 5' IN BED NON-PERFORATED TO AL A L B >m � z w 7 PERFORATED PIPE in d w LENGTH VARIES, SEE TABLE THIS SHEET w I,.I Ld o - S W 1,000 GALLON PLAN VIEW o 2 un 0 - SAND AND GREASE TRAP PER 2 ELEV. - "D" Q DETAIL, THIS SHEET. ELEV. - "D" W w z Q LOCATIONS, ELEVATIONS, AND uj 5 ADDITIONAL INFORMATION PLAN, WATERTIGHT CONNECTION SEE SHEETS C4.0 AND C4. . ih WIDTH VARIES, SEE ` Q WIDTH VARIES SEE = ORXROCKW TABLE THIS SHEET FINISH GROUND '� ELEVATION O 18"0 PERFORATED ADS * MAX. HSGW TABLE THIS SHEET N-12 HP 18" ADS CAP ELEVATION 0 4 C ---- --_ ---- - 4-------- o% SLOPE w ---- - SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW SECTION VIEW B-B: SEEPAGE BEDS OUTSIDE OF PUBLIC ROW KEY 0 KEY 0 � O 1.. ISPWC 801 OR ASTM C33 FILTER SAND. 1. ISPWC 801 OR ASTM C33 FILTER SAND. Q V) PROFILE VIEW 2. 3/4" - 2" ANGULAR ROCK. 2. 3/4" - 2" ANGULAR ROCK. 4" OF CHIPS PIPE BEDDING 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN GUIDELINES DETAIL BMP 20. STORMWATER DESIGN GUIDELINES DETAIL BMP 04. 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL NGROUND WATER OBSERVATION ENGINEER. ENGINEER. N WELL PER DETAIL 5. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN GUIDELINES 5. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN GUIDELINES u SECTION 8200 DETAIL BMP 20. OVERLAP MINIMUM OF 1-FT TOP AND SECTION 8200 DETAIL BMP 04. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. SIDES ONLY. z 6. FOR SEEPAGE BEDS OUTSIDE OF PUBLIC RIGHT-OF-WAY A MINIMUM 0 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF OF 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL LANDSCAPE AREAS. w WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. 0 z a 0 z � a U o 0 O ^/ 7 L.I� Q ti N N GENERAL NOTES 7 A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. FOR ADDITIONAL INFORMATION z w SEEPAGE BED TABLE REFER TO THE "REVISED GEOTECHNICAL INVESTIGATION - APEX SUBDIVISION NW & SW" PREPARED BY ATLAS, DATED FEBRUARY 18, 2021. SEE 0 z SHEET C1.2 FOR WELL LOCATIONS. FOR ADDITIONAL GROUNDWATER INFORMATION REFER TO THE "FINAL 2020 GROUNDWATER MONITOR REPORT FOR U z BED LENGTH BED WIDTH 100-YR DESIGN DESIGN INFILTRATION PINNACLE SITE" PREPARED BY NRS, DATED OCTOBER 29, 2020. ALL GROUNDWATER DEPTHS WERE GREATER THAN THE DEPTH OF THE MONITORING SEEPAGE BED (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D' GROUND WATER EL. VOLUME (CF) RATE IN HR WELLS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN E N G I N E E R I N G u ( / ) ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. 9233 WEST STATE STREET SB #1 56 13.0 8.5 2737.82 2736.32 2733.19 2727.82 2716.8t 2,798 1.0 B. THE DESIGN INFILTRATION RATES ARE BASED ON A 50% REDUCTION OF THE RECOMMENDATIONS IN THE FOLLOWING REPORT: "REVISED BOISE,IDAHO 83714 O o GEOTECHNICAL INVESTIGATION - APEX SUBDIVISION NW & SW" PREPARED BY ATLAS, DATED FEBRUARY 18, 2021. CONTRACTOR SHALL VERIFY PHONE(208)639-6939 LL INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT.ALL MANHOLES AND DIVERSION BOXES SHALL BE SB #2 86 15.0 8.5 2737.96 2736.46 2733.37 2727.96 2717.8.t 4,908 1.0 kmengllp.com 0 0 HS25 OR GREATER LOAD RATED. SB #3 80 15.0 8.5 2739.97 2738.47 2734.92 2729.97 2719.6t 4,571 1.0 C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. DESIGN BY: LCK N D. BED WIDTH SHALL REMAIN CONSTANT. W 1 N DRAWN BY: LCK E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY > SB #4 45 12.0 8.5 2738.94 2737.34 2734.15 2728.84 2718.7t 2,072 1.0 EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS a REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM CHECKED BY: LCK O SB #5 63 15.0 8.5 2737.31 2735.81 2732.67 2727.31 2717.5t 3,602 1.0 TO ACHIEVE THE REQUIRED INFILTRATION. o F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. DATE: APRIL 2021 b SB #6 112 13.0 8.5 2737.15 2735.65 2732.72 2727.15 2716.7t 5,538 1.0 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. Q- H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL PROJECT: 21 021 Z COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. 0 SHEET NO. Q ~ SEEPAGE BED DETAIL N N C4. 1 TS O 0 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 411121 �o Q SEWER ALIGNMENT "C SD ISPWC.57 INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF 0f N I I pW SEE SHEET C5.3. I ") 00 I. I N C. I I O SEWER ALIGNMENT "E", D. INSTALL STANDARD SERVICE MARKERS PER CITY OF 21 I IS3:: I m I 10 16 SEE SHEET C5.4. BLOCK 12 MERIDIAN STANDARD DRAWING SW3. "" a CC I w I 3 O I � E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER Lu � I i BLOCK 8 I w M Q I O SSMH #A-4 (60-INCH) O O O O SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY ac EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR I � LL; I STA: 1 1+34.26 OFFSET: 0.00' TO INSTALLATION. SERVICE LENGTH AND INVERT ARE �cn I I w I BLOCK 11 I I N: 683573.56, E: 2459331.60 BASED ON STUB LOCATION. STATIONING TAKEN FROM w I O0 O9 g I STA: 11+26.90 STA: 11+86.90 STA: 12+46.90 STA: 13+10.44 STA: 13+67.44 STA: 14+26.90 CENTERLINE OF SEWER ALIGNMENT. O22 I I I SSMH #A-2 (60-INCH) 17 INV: 2732.96 INV: 2733.20 INV: 2733.38 INV: 2733.11 INV: 2732.88 INV: 2732.63 I I = I STA: 6+09.48 OFFSET: 0.00' I SSMH #A-3 (60-INCH) O I L: 45.6' L: 45.6' L: 45.6' L: 45.6' L: 45.6' L: 45.6' F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM I N: 684098.34, E: 2459330.90 .26 OFFSET: 0.00' w I SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY ® STA: 7+34 ®� I ) \_ - - - - - - - - -O N: 683973.56, E: 2459331.06 \ 2 2 2 2 2 2 s^�h< SEWER MAIN AND SHALL BE 4" DIAMETER. a � o N a g - - - - - - - - - - - - - - - �x KEYNOTES 23 �° 190• 135 I SSMH #A-7 (60-INCH) ` 8'w a'w a'w w 8'N' w s 8" 8"w v 8" 8"w a"w s" y5 1. MAINTAIN VERTICAL AND HORIZONTAL 4+00 I 5+00 S. ZENITH AVE. 6+00 _ 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 STA: 15+11.95 OFFSET: 0.00' POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 18"s 18ps i8' I 8"S 8"S 8"S 81S 8"S 8"$ 18'S 8"S 8"S 8"S 8" 8"S 8"IS 8" 8" '� N: 683206.38, E: 2459357.38 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET S. ZENITH AVE. 90 9 � C1.1 FOR ADDITIONAL INFORMATION. M rc� 2 M 7 M M w 18 w 2 s a� 9O SSMH #A-6 (60-INCH) M �, / ® STA: 14+76.19 OFFSET: 0.00' 2. MAINTAIN VERTICAL AND HORIZONTAL - - - - - - - - - - - - - - - - - - - - - - - N: 683231.62, E: 2459332.06 POTABLE/NON-POTABLE MAIN/SERVICE OR 2 2 2 STA: 8+77.98 STA: 9+30.05 2 2 2 2 2 1 SERVICE/SERVICE LINE SEPARATION PER CITY OF cn INV: 2734.64 INV: 2733.50 5 5 STA: 14+76.19 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 EXISTING SSMH #A-1 I STA: 7+28.01 STA: 7+77.99 STA: 8+27.90 L: 29.4' L: 29.4 STA: 9+83.99 STA: 10+37.99 STA: 10+92.05 STA: 11+45.99 STA: 11+99.99 STA: 12+53.99 STA: 13+04.44 STA: 13+61.44 STA: 14+15.99 3 `a, INV: 2732.79 FOR ADDITIONAL INFORMATION. zSTA: 4+69.78 OFFSET: 0.00' STA: 5+28.05 ;, STA: 6+78.01 N O NINV: 2733.67 INV: 2733.47 INV: 2733.62 INV: 2733.82 INV: 2733.43 INV: 2732.97 INV: 2732.83 INV: 2733.03 INV: 2733.25 INV: 2733.35 INV: 2733.14 INV: 2732.90 INV: 2732.67 L: 38.5' INV: 2734.35 I �� cn N: 684238.03, E: 2459330.71 L: 44.4' I ® w I L: 44.4' L: 44.4' L: 44.4' L: 44.4' L: 44.4' L: 44.4' L: 43.8' L: 44.4' L: 44.4' L: 44.4' L: 44.4' L: 44.4' L: 44.4' W W I 3. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. z Lu I O 19 SSMH #A-5 (60-INCH) 4. INSTALL BLOCKOUT WITH WATERTIGHT PLUG FOR FUTURE ~ 26 I 27 O 29 I m I O O O O BLOCK 11 O O O O O O O O O i STA: 3244.34, OFFSET: 0.00' CONNECTION. 28 _ 2 3 4 5 20 21 22 23 24 25 26 27 28 � N: 683244.34, E: 2459332.04 i® WN W 5. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING BLOCK 7 I N I I SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND IBOSECTION 8200 OF THE ACHD STORM WATER GUIDELINES SEWER ALIGNMENT "B", DETAIL 7, OPTION 2. SEE SHEET C5.2. SEWER ALIGNMENT "H", SEE SHEET C5.1. 0 z SEWER ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2750 2750 0 N z z .. 0 �'W U (N^ Z 0 _v VO _v" VO vN VO �� O ' ^ J Lu 0 `.`.pp 00 ?�. ^^ f v I 2745 a4 �: zo �- � 0op �� zo � zo �-� zo L L� � �� ,� ;� �� zo Z T� �, �_�� ,. �_L� u 2745 z O 20 N0 '* OW r7 I I L� Op � � N Op 't pp 0 r- 0 n cop r) M OLWi 00 N O p N cD O N O Cp It (D 0 co O N z a U)coo) 4 4 It O �_ O O N 0 O N r7 r O 0 U) O 0 (6 V) r-) (6 cn 0) - N N co co � vi rn O J Coco N NN H QO � � r N� I\ M r < � cOO N <(ONO N O N ' ^ O z Oap � � r I :u) N MO min �N� � I r7N � � vI M 00 00 4 7 I tD Z + Z Z_ Z_ 0r`) NN Q�� I� � N Qr`)� I� N Q +rjNN H Q�r\ r I� Q�� Q� > > > O> 2coNZZ p +rZZ p ±rZ = =�NZZ p =�NZZ O 2LOC'I O +") NN Q � .. .. :2 .:. m .. .. 2740 2740 wc�no zzz z �� zz z =�N - - p �a� > >> V)F- z_cn�� zz z-U) z > Q z Z cncno - - _ N�� » > U) z z tntn&E - - _ V)v)E - _ cncnE - - 0 W J N N E z z z FINIS ED GROUND - - m - CL W = - - - - - - - - - - - - - Ln _- - - - - - - - - - 2735 VEXISTIN GROUND 2735 c! 15z pQ Lu 3: = w /z/�� 2730 00 N N �N N 2730 W Q N O Ln Lu x LnLu 2725 2725 Q 0 a X N 2720 2720 z 0 a Z z Z 2715 2715 O \-400.0' of 15" ® 0.15% 329.2' of 15" @ 0.15% 35.8' of 15" ® 0.17% U 139.7' of 15" ® 0.15% �_124.8' of 15" 0.15% I D 12.7' of 15" @ 0.16% N 0 2710 2710 � N a z w O Y U Z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT E N G I N E E R I N G 2705 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2705 9233 WEST STATE STREET O IS FBOISE,IDAHO 83714 PHONE(208)639-6939 LL C14 CIA rir7 N r7 � r7 � r7 M r7 C6 r7r- r7 r7 r) r7 r7 r7 ^ r7 N o � co M cn cD kmengllp.com � 0 - Lq L0 (0 0 0 L0 rn 00N 00 °� ri °� °6 ri ri 06 ri00 °� ri 06 ri ^ ^ ^ r7 r7 r7 r7 ^ r7 r7 r7 r7 ^ r7 DESIGN BY: LCK N M r7 r7 r7 r7 r7 r7 M r7 r7 M r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 W N C4 N C4 N � N N N C4 N N N N N � N � 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 N N N N N N N N N N N N DRAWN BY: LCK a CHECKED BY: LCK O o Or- DATE: APRIL 2021 b 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 a- PROJECT: 21-021 g SHEET NO. Q s v 5. 0 p a o SHEET NOTES Lu A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER GIs\ONAL fNc/ W O w NOTES. O� �\CENSFD 'y Q I B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. SEWER ALIGNMENT "A", 860 w I I z SEE SHEET C5.0. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY o I BLOCK 11 I w OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `f'� Q W J N 4121 I ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC '9 qTF v vi i I 28 I � OF�i SD-507. y w SSMH #H-1 (60-INCH) I N � C. STA: 3+47.28 OFFSET: 0.00' I D. INSTALL STANDARD SERVICE MARKERS PER CITY OF N K� SSMH #A-5 (60-INCH) W I BLOCK 10 MERIDIAN STANDARD DRAWING SW3. w - N: 683243.95, E: 2459119.14 STA: 5+60.18 OFFSET: 0.00' EG a, EG E EG d ® N: 683244.34, E: 2459332.04 SEWER ALIGNMENT "C", I O O O O O E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER f 12 4+00 12 w w 5+00 w io w I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY W I SEE SHEET C5.3. ;0 H o I EG EC 8"S E E 8"S o z EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR s I TO INSTALLATION. SERVICE LENGTH AND INVERT ARE w I a° - - - - - - - - - - - - - O I STA: 1+68.48 STA: 2+18.48 STA: 2+68.48 STA: 3+18.48 STA: 3+68.48 BASED ON STUB LOCATION. STATIONING TAKEN FROM I NV: 2735.04 I NV: 2734.83 I NV: 2734.62 I NV: 2734.41 1 z �, m I a INV: 2735.17 CENTERLINE OF SEWER ALIGNMENT. o \ \ _t L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' w I w I0 w I / Q I SSMH #D-1 (48-INCH) F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM s LLi l 2 2 2 2 2 STA: 4+05.99 OFFSET: 0.00' SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w + I Q I � - - - - - - - - SEWER MAIN AND SHALL BE 4" DIAMETER. N. 683648.88, E: 2459625.60 0 O w *� ' 00 ,SSCO #D-2 3 STA: 4+53.57 OFFSET: 0.00' KEYNOTES w o cos"w s"w s'w s"w IN: 683601.31, E: 2459625.66 a I I� 1+00 2+00 3+00 1 4+00 1. MAINTAIN VERTICAL AND HORIZONTAL W I IPOTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 8" 8"SIS STEEPLE AVE. W.S. 8 S c I OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET o® 3 i J C1.1 FOR ADDITIONAL INFORMATION. w I - W to ~} ooSSMH #C-2 (48-INCH) _ _ _ _ - - - - - - - - - - 9� �o ® a 5 2. MAINTAIN VERTICAL AND HORIZONTAL ui I i STA: 1+00.00 OFFSET: 0.00' 13 o z POTABLE NON-POTABLE MAIN SERVICE OR N: 683954.87, E: 2459625.19 4"Pi 4"PI 4"PI 4"PI 4"Pi w w / / w M SERVICE/SERVICE LINE SEPARATION PER CITY OF to a0 I N MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z W LL FOR ADDITIONAL INFORMATION. zo w 0 I I k 3. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF N N I 12 14 I 3 � I MERIDIAN STANDARD DRAWING S1, w 39' CITY OF MERIDIAN I co O UTILITY EASEMENT 4. INSTALL BLOCKOUT WITH WATERTIGHT PLUG FOR FUTURE M a I CONNECTION. Lw 9 Lu W I BLOCK 11 I 3 Q rn I � 5. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM co CRUSHED 3/4 ROAD BASE PER CITY OF MERIDIAN 8 I I o SSMH #H-2 (60-INCH) I I °� w CO I STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' STA: 1+00.00 OFFSET: 0.00' co 11 L 15 WIDE. w I I 0: 682996.67, E: 24591 19.47 I 4 BLOCK 12 1PI 4"PI 4"PI- SEWER ALIGNMENT "E to I OD co I SEE SHEET C5.4. -+ °�° o TOP 0� TOP TOP I z m TOE TOP TOP "G1 44G �� TOF - - TOE - - 10E_ TOP OP OP OP OP OP OP TR#' TOP TOP TOP TOP TOP TOP TOP o I oe - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEWER ALIGNMENT " H " PLAN AND PROFILE SEWER ALIGNMENT " D" PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 N Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 0 w w J J z Ln L L LL 2750 2750 2750 2750 z Q � � 0 _jC1. CL Ln0 z z 0 U cn 3 `� Z Q QLLJ Q J 2745 Z 00 z o v r. z 2745 2745 Z - Z o "" o " 2745 0 LL 00 I i� 00 =N vw� 3 QO ao M i� 00 00 - 0 00 m - 0 LL 00 cO 0 co Z `' ui U co (0 n L' u)04 Z L�J = 0 20o0N I �� O� � UO0N04 N I rnrNN NONN - +I" D =SOON 00 � O � ztlz+� NN ? 00V) H Oprj� N Lq - 0 H =ENO +� to�Lnco � =�Nzz o +I- ZZ 0 one (/� 0 z z 2740 N z n N Z o Q o FINISHED ROUND N - - 0 0�+N W W Q , , N 2740 2740 �� ZZ Z Nam > > >_ 2740 Q -N/ c c +r N N ? (n(n 0 - - - (N(N O_ - - (n I- I„�„I I..I� Z Z Z UQ • 5 G G FINISHED GROUND =U?Nzz O - - - - - - - - - - _ _ - - - - - - - - - v7�o ? LLJ ` z z - - - - V) > - - - - - - - - - - - - - - - - - - - - zz z cn cn o- _ _ _ � � � EXISTING GR UND = J J \-EXISTING GROUN �\ - - - - - - - - - - - O L u < < 2735 2735 2735 I F2735 Ln w w Lu aw X Ln N Lu w w � � � 00 Q 2730 2730 2730 8 2730 0 a a X N N d Z 2725 2725 2725 2725 Z LJ 47.6 of 8" PVC ® 0.61 306.U' of 8" PVC @ 0.40% z 0 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT O 0 2720 2720 2720 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2720 U a v D D .k=- . 0 C14 00 00 Cn 0 6 0 00 Cn 00 00 Cn 00 00 OJ 06 06 N 7" ---------- N N N N N N N N N N N N N N N N V / 247.3' of 8" PVC @ 0.40% a 2715 212.9' of 8" PVC © 0.40% 2 715 z 0 Y 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 (, E N G I N E E R I N G 9233 WEST STATE STREET 0 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83714 2710 FFINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 PHONE(208)639-6939 LL kmengllp.com 0 DESIGN BY: LCK W o On n N N u) CO �to � q � r- N 06 06 06 06 06 06 ui N co `n co 00 co 0 DRAWN BY: LCK N N N N N N N N N N N N N N CHECKED BY: LCK 0 o Or- DATE: APRIL 2021 PROJECT: 21-021 Z 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 0 SHEET NO. Q s v 0 C5. 10 a SHEET NOTES STA: 5+24.82 TONAL f INV: 2737.76 26 A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �C�SS�tvENS Ncti ® L: 99.1' o NOTES. fp F 99.1' of 4" @ 2.00% __2m > 0° om B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. - 16860 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 411121 Q 20 21 22 \X_(�RIM:2736.15 SSCO #G-7 O5 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `nj �� Q a 23 24 0 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC '9 9Tf �pP v vi INV:2735.78 4" v m SD-507. � OF 59.6' of 4" 0 18.10% 81, o �N _ _ STA: 5+30.82 m N C. K STA: 3+17.94 STA: 3+69.91 STA: 4+29.91 STA: 4+88.56_ D. INSTALL STANDARD SERVICE MARKERS PER CITY OF INV: 2736.30 INV: 2736.56 INV: 2736.86 INV: 2737.15 cn -INV: 2737.60- - 27 - - - MERIDIAN STANDARD DRAWING SW3. wlI I I L: 51.5' L: 51.5' L: 51.5' L: 51.5' 25 L: 50.0' w 1 0 50.0' of 4" 0 2.00% -0 $o E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER a- 1 w 00-0- ALIGNMENT "A 2 2 2 2 2 2 o m SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY - - - - - - - - SSCO G-6O5 o m EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR SEE SHEET C5.0. # j 1 BLOCK 7 1 v' Mhi RIM:2736.97 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 1 I INV:2736.60 4" BASED ON STUB LOCATION. STATIONING TAKEN FROM w w 29 ° I BLOCK 8 8"w ` 8"w 8" 8"w "w 8"w 2 0 o CENTERLINE OF SEWER ALIGNMENT. w I Lij> I O E. SPIRE ST. 56.9' of 4" 0 20.37% m 3+00 4+00 5+00 =� 8o F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM 1 = -8"S 8'S 8"S 8"S "IS 8" STA: 5+44.06 o m � I � �•. � INV: 2737.46 2$ SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w a z I 1S0• '3S. L: 50.5' SEWER MAIN AND SHALL BE 4" DIAMETER. o 6 w W KEYNOTES ® `n SSMH #A-2 (60-INCH) 3 EXISTING SSCO #G-1 2 1 LLJ SSMH #G-3 (48-INCH) - 8o m - 1 STA: 3+52.90 OFFSET: 0.00' STA: 3+07.94 OFFSET: 0.00' 2 �� 6 STA: 5+44.06 OFFSET: 0.00' vm 1. MAINTAIN VERTICAL AND HORIZONTAL i8a• 8' 8"w 8"w 8"w 8"�o N: 684098.34, E: 2459330.90 N: 684249.68, E: 2460058.73 STA: 3+30.94 STA: 3+96.94 STA: 4+59.94 `� 1 N: 684218.93, E: 2460282.00 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 1+00 W 2+00 E. BINGLEYST. 3+00 8 INV: 2736.36 INV: 2736.69 INV: 2737.01 1 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 4 I 1 8"S 8"S 8r'S 00 ID 4"PI 4"PI L: 38.5' L: 38.5' L: 38.5' ° o� C1.1 FOR ADDITIONAL INFORMATION. I 2 STA: 5+82.41 29 m O SSCO B-2 1 1 INV: 2737.66 O 80 2. MAINTAIN VERTICAL AND HORIZONTAL STA: 1+00.00 OFFSET: 0.00' 90. 1 APEX SOUTH EAST N I L: 51.5' m m POTABLE/NON-POTABLE MAIN/SERVICE OR N: 684098.00, E: 2459078.00 �, wIN MH #B-1 (60-INCH) a 1 1 SUBDIVISION NO. 1 O O O o 1 SERVICE/SERVICE LINE SEPARATION PER CITY OF N oA: 1+34.00 OFFSET: 0.00' - - - - - \ o, SSMH #G-2 (48-INCH) I 8 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z m o, 684098.04, E: 2459112.00 N 1 -d mo FOR ADDITIONAL INFORMATION. 0 4"PI 4"PI 4"PI 4 PI STA: 5+00.00 OFFSET: 0.00' I m m c� I N: 684250.03, E: 2460250.79 1 I BLOCK 3 om 3. REMOVE CLEANOUT AND CONNECT TO EXISTING PIPE. m wI I I I 2 STA: 6+38.36 W > 0 4. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF I I _ INV: 2737.89 30m m w O I Oi I L: 51.5' I� v00. m MERIDIAN STANDARD DRAWING S1. 1 0o -io 5. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC o I BLOCK 11 I i 4 I PI � PI 4'RI 4"PI 4"PI 4"PI om D I w I I q^P� 1 STANDARD DRAWING SD-506A. 7+00 4°PI 4°PI-8+00-4"PI td" I I 8, 6. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM 1 0, SSMH #G-4 (48-INCH) 31 $ CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN ® STA: 6+80.41 OFFSET: 0.01' 1 STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' O \ 5 BLOCK 9 N: 684082.58, E: 2460282.07 1 41' � 2 � Cm WIDE. w Q 1 s > o z SSCO #G-5 O 13 12 11 10 O I w I STA: 6+80.41 w w � STA: 8+66.89 OFFSET: 0.00' v I INV: 2737.74 32 m N �_ m N: 684082.93, E: 2460468.56 z w I L: 67.7' o w o u I � w L'i U) -00 N SEWER ALIGNMENT " B" PLAN AND PROFILE SEWER ALIGNMENT " G " PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 ow- Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' N 0 Lu w J J z u' ILLLL z Q ° ° 2750 2750 2755 2755 a- p p vn 0 z z > = z Q a ^ z z =o v� ^z o m0 2 -, 2745 z o Co Z to- 2745 2750 �, .. Z o `� °° 2750 z w m .. 01 U- 00 O °° "� ^_LLj z 0 . . Co O C 00 CA LO O O � O ^ Vo Nam' ZO �.Zi: �0 N � O LOo'NCy a O - - _ N co 4 L6 _00 p co � I °' N o ^ Z `.00 1 O to I 00 N �/ I ins N QNaor � p v 9 � 00U 00 � r ��NL6 � r C'�r7H un Q � z z _ m�� l� �00 I 00� di r7 I nNN N + D +r 0 1? _ 00 0 O ISO C�O�j l� l� W W Co _ +(� Z 5 2 M N Z Z O L� 00 O O It 00 It OO C N N O a0 N 0 N O =Q > > > N� N0 N MO 10 co C14 +(- ZZ = OQ > W 2740 N .rnN-�� > > NN� zz z 2740 2745 00 n M I qrN 1- 4- r, r N mCOC. O U)U)UZ 2745 = W z z CIO ro w (n(n 0 Z Z - N C O r7 N C O , r- N 4� N N H U) > > +rZ) (n�r- N o� N H +� (n(n� ZZ Z C p INISHED GROUND � N +r' o =L N Z Z O c /'�/ V� O N OO� N H =�Nz 0 � .. .. r + J J N mZ Z +� z 0 NV� > > NNFEZZ Z /1 \/ O W N _ J - - - - - - - - - �Q > FINISHE GROUND V) dE z - - - - - - - - � \/ \ 2735 EXIST NG GROUND 2735 2740 - - - - - - - 2740 Lu EXISTI G GROUND LJ..I Ln LU UJ I � N N 0 (n Q 1 o_ N _ 2730 N o 2730 2735 2735 m O X N N u d Z 0 Q 2725 2725 2730 2730 z z O o U 2720 2720 2725 2725 136.4' of 8" PVC 0 0.40% \-186.5' of 8" PVC 0 0.40% (f a z 7192.1' of 8" PVC 0 0.40% 44.1' of 8" PVC 0 0.41% 0 2715 L2715 2720 2720 U Y E N G I N E E R I N G 34.0' of 8" PVC 0 0.41% 9233 WEST STATE STREET 218.9' of 8" PVC 0 0.40% 0 BOISE,IDAHO 83714 PHONE(208)639-6939 LL EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com 2710 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2715 N DESIGN BY: LCK \W o DRAWN BY: LCK / v r7 Co Co 0) rn 0) rn N Z O) I- V) r. ^ 0) C. 0 r7 O I� O M M Cy) Cn L0 O Co ao co r r o 0 0 0 Ki CHECKED BY: LCK a M to t I'7 O 0 N N N N M o N N N r N n N n N N N n N N N n N n N 04 N N n N N n N r- N DATE: APRIL 2021 N N N N N N N N N N N N N N N PROJECT: 21-021 SHEET NO. Q 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 C .2 J 0 N O a z SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. 1 o� 10 ENS 0 �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 4I1/21 �o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF 0f \pQ v SD-507. C. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE - - - - - - - - - - I LLi BASED ON STUB LOCATION. STATIONING TAKEN FROM °D SSMH #C-4 (48-INCH) > J� BLOCK 8 BLOCK 9 Q s CENTERLINE OF SEWER ALIGNMENT. 4"PI 4"PI 4'PI 4'PI I STA: 10+36.44 OFFSET: 0.01' w N: 683956.03, E: 2460259.61 U F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM w O O O O O O O Q O O O O O 10 9 O Q 9 10 11 12 13 14 15 � > � 15 14 13 12 11 w 32 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY 2 Q O O Q I SEWER MAIN AND SHALL BE 4" DIAMETER. o Ow I I w I STA: 7+93.11 STA: 8+59.11 STA: 9+25.11 STA: 9+88.11 I SSMH #C-5 (48-INCH) KEYNOTES N � I STA: 1+85.57 STA: 2+48.57 STA: 3+15.51 STA: 3+80.57 STA: 4+46.57 STA: 5+09.57 I a I STA: 6+64.11 STA: 7+27.11 INV: 2736.25 INV: 2736.52 INV: 2736.78 INV: 2737.03 � (n STA: 10+81.86 OFFSET: 0.00' INV: 2733.48 INV: 2733.78 INV: 2734.10 INV: 2734.41 INV: 2734.73 INV: 2735.03 vi INV: 2735.18 INV: 2735.78 L: 45.5' L: 45.5' N: 683984.52, E: 2460294.97 1. MAINTAIN VERTICAL AND HORIZONTAL w O- L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' (n / POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY I \ 2 2 2 2 1 2 2 J 2 2 1 2 2 2 2 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � C1.1 FOR ADDITIONAL INFORMATION. O3 x `�r 2 ® / STA: 10+81.86 INV: 2737.47 33 2. MAINTAIN VERTICAL AND HORIZONTAL SSMH #A-3 (60-INCH) _ _ _ POTABLE NON-POTABLE MAIN SERVICE OR '3s• 8 w 8 2+00 8 8 w 3+00 W W 8 4+00 8 8 5+00 8 w 8 N6+00 W 8 W 7+008 W 8 W 8+00 W 8 9+00 8 W 8 w 10+003 125 L: 34.6' STA: 1+00.00 OFFSET: 0.00' � SERVICE/SERVICE LINE SEPARATION PER CITY OF N: 683973.56, E: 2459331.06 \ c5 8"S 8"S 8".S 8I"S 8"S 8"S 8r'S 8"S "S 8" 8"S 8'S 'S 8" 40.9' of 4" 7.20% MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 t/) E. AMBITION ST. 2 SSCO #C-6 3 FOR ADDITIONAL INFORMATION. z 0 RIM:2737.57 3. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC 2 INV:2737.20 4" STANDARD DRAWING SD-506A. _ SSMH #C-2 (48-INCH) - - - - - - 1 - - - - - - - - - - - - - - 1 - - - - 2 - - - - - - 2 2 51.3' of 4" ® 2.00% CO) 4"PI STA: 4+02.02 OFFSET: 0.00' -4"PI �- 4"PI 4"PI 11 - SSMH #C-3 (48-INCH) N: 683954.87, E: 2459625.19 � 7 � o STA: 1+65.51 STA: 2+19.51 STA: 2+76.51 STA: 3+36.51 � STA: 7+58.97 OFFSET: 0.00' I STA: 8+37.43 STA: 8+97.43 STA: 9+57.43 STA: 10+17.41 36 INV: 2733.38 INV: 2733.64 INV: 2733.91 INV: 2734.20 °D N: 683955.53, E: 2459982.13 . . INV: 2736.43 INV: 2736.67 INV: 2736.91 INV: 2737.15 BLOCK 11 3 / L: 44.5' L: 44.5' L: 44.5' L: 44.5' I - - - STA: 10+71.06 L: 44.5' L: 44.5' L: 44.5' L: 44.6' 2 INV: 2738.23 w SEWER ALIGNMENT "F", 45.6' of 4" ® 4.72% O / w C' SEE SHEET C5.4. I L: 51.3' 00 I O 10 11 12 �, J 42 41 40 39 # _ 37 �o a 3 R MC0736.75 99.1' of 4" Q 2.00% SEWER ALIGNMENT "A", (n cn w SEE SHEET C5.0. SSMH #C-1 (60-INCH) BLOCK 11 N BLOCK 10 i - INV:2736.38 4" 2 STA: 1+27.24 OFFSET: 0.01' SEWER ALIGNMENT "D", 1 O6 N: 683954.37, E: 2459350.41 SEE SHEET C5.1. I I O BLOCK 3 38 STA: 10+65.06 35 z INV: 2738.36 L: 99.1' 413 4"PI 4"PI 4"PI 4"PI C7 "PI 4" 4"PI 4"PI 4"PI °PI 4"PI I I I 4"PI 4 PI PI 4"PI 4 PI 4"P 4 PI 4 PI 4"PI 4 PI 4 PI- SEWER ALIGNMENT " C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 CV Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 0 LEI z �" z Q0 2750 2750 J Z �- Z o �_ 0 Z � Zo �: I � ro m0 I Cf 100 (0Ali \ _ Q w U) O 0 pJ� 00 00 � v) rM In� prj ^ 0 Q W Q 2745 Z 0 o Co o U- 00 00N U+ N Z Z M I °° "' 2745 m - J 10 U- Z0 '�' � ZI w0 �O V) n 0 MO� NN N O� Z D =�NZ 0 ^ W O O (O U 00 I, r- 2 O 00 I �00 cC1� O (0 NN� � � N (c)� NN H N - �� > > L/ � > 0� N r, 0 100 (VN +r- ZZ D V) > U) Z Z cD0 rr7 � N� � I� U00 (VN H �r'N - - O V) Z � � O 0 I (0 N )n D Q > > > Ql �O� rr N UN N ��Nzz O FINISHED GROUND cncno zz z - - - - - - - - - _ Lu (/� 0 Z 2740 onNN � =±NZ 0 ��o ZZ Z - - - - - - - - W =±NZZ V) > - - - - 2740 = W �_ Z Q >> > (N V) Z Z - - - rn V)V)E Z Z Z_MA V EXISTING GR UND W Q 027352735 Ln WLu I I - ao N N N x v , W � 0 � N N w V� � N 00 N 2730 (V �45.4' of 8' PVC ® 0.62% 2730 o RC, a a 277.5' of 8" PVC @ 2.38% N u d L_. z 0 2725 2725 z 0 356.9' of 8" PVC @ 0.40% z 9 a 0 Z 2720 2720 U o 0 274.8' of 8" PVC @ 3.01% a N , ^ N v , a z 2715 2715 0 Y I Im, U z 27.2' of 8" PVC © 4.99% ENGINEERING � 9233 WEST STATE STREET BOISE,IDAHO 83714 0 o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 LL 2710 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 kmengllp.com p N DESIGN BY: LCK W zNg M M M (r7o '� r7 M (r7o M r7 M r7 M 00 Nr7 M (o O � N I- O C14O O 0) (.0 O _ L°' o M `o � °' M `o r- 00 N DRAWN BY: LCK >`n Co uJ ao o r7 fao ao Co o N Co r- ao 00 ao 00ao 00ao 00 00o 0 m m ff)of0 0 0 0 0 ^ CHECKED BY: LCKO 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 NNN N N N o DATE: APRIL 2021 PROJECT: 21-021 0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 SHEET NO. Q s v 5. 0 0 a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. ENS �Y F B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `nj 4I1/21 �o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF 0f \pQ v SD-507. tiz D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SEWER ALIGNMENT "D", EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR SEE SHEET C5.1. TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON STUB LOCATION. STATIONING TAKEN FROM I BLOCK 11 I SEWER ALIGNMENT "C", CENTERLINE OF SEWER ALIGNMENT. SEE SHEET C5.3. SEWER ALIGNMENT "A" oo w F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM SEE SHEET C5.0. cn a 17 16 15 14 N I I BLOCK 3 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY 5 SEWER MAIN AND SHALL BE 4" DIAMETER. a I j , STA: 1+00.00 STA: 1+40.22 STA: 1+97.22 STA: 2+57.22 I w I v~i I 41 KEYNOTES GO j N INV: 2732.85 INV: 2733.35 INV: 2733.75 INV: 2733.99 I a z L: 53.3' L: 51.5' I w I 1. MAINTAIN VERTICAL AND HORIZONTAL L: 51.5' L: 51.5' I N I BLOCK 10LD POTABLE/NON-POTABLE MAIN/SERVICE OR 1800 w + 1 1 1 1 �° O BLOCK 9 I cc 4"P� 42„PI 4"PI Aw SERVICE/SERVICE LINE SEPARATION PER CITY OF - - - - - - - - v7 � MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 �' I 12 Q FOR ADDITIONAL INFORMATION. N w 3 8"W'os, 8" 8"W 8"W 8"W 8"W 8., � I I � - 90 ,.W , 2. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF MERIDIAN STANDARD DRAWING S1. 1+00 2+00 ti3+00 1 1+00 I S. CAPSTONE AVE. z I $ S I 8 S $"S FGql �a"so ® SSMH #C-3 (48-INCH) I 3. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM O E. ADLER HOF ST. SSMH D-1 48-INCH 3 _j CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN N / # ( ) STA: 1+00.00 OFFSET: 0.00' 0 d STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' °D STA: 3+22.70 OFFSET: 0.00, N: 683955.53, E: 2459982.13 SSCO #F-1 O WIDE. w / N i - - - - - - - - - - - - - - - - - - - 90. N: 683648.88, E: 2459625.60 � z STA: 1+53.53 OFFSET: 0.00' - / 1 4„Pi 4„Pi 13 I o z N: 683902.00, E: 2459982.16 > SSMH #E-1 (48-INCH) I I w Q I STA: 1+00.00 OFFSET: 0.00' I ,Ec, I I °o cn N: 683648.47, E: 2459402.90 L - - - J I w w p N S III BLOCK 12 0 z SEWER ALIGNMENT " E " PLAN AND PROFILE SEWER ALIGNMENT " F" PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' N Lu w J J z `f' LL E z Q ° ° o JOL0- 2750 2750 2750 N 2750 Ln o 0 C) z z ,. > = Z < < =O z 0 Q w Q Q c� w cn o .� Z O �..� o o ao m _ J J 2 .. W� 00 O O 00 O_ 0- 00 2745 =o -� z o _2 2745 2745 (D (0 (_ o 2745 0 o �o 00 o (6 (6 N co Z > u L.L I.. 00 Oo 00 00 I O N N N � o 00 o �O w (Z M UO� N N H ��O N N n/ o zut = z OZ L=n � in c o O + O �r' NNN 0N0 <o ZZZ� I_u Lu wo (V W Q N I�QIW L�L zGz z2740 + 2740 2740 2740 _ ZG J J > > FINISHEDGROUND (N(N FE E: E: z W FINI HED GROUND N NO_ Z Z EXIS ING GROUND o LC LC EXIS ING GROUND I LLJ 2735 2735 2735 2735 c) Lu Lu w cn cn 0L Q 0 a 2730 2730 2730 2730 X N N d Z 222.7' of 8" PVC @ 1.23% Z 2725 2725 2725 53.5' of 8" PVC (�? 0.41% 2725 z a 0 z � EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT U FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT D 2720 2720 2720 2720 s N tD 00 p� o N N LO (0 7 C N N V I� 00 00 M O O 00 O a r7 M M M M c6 c6 M M z N �N N N N N N N N N N O knif 1 N N N N Y U Z E N G I N E E R I N G 0+50 1+00 1+50 2+00 2+50 3+00 3+50 0+50 1+00 1+50 2+00 9233 WEST STATE STREET o BOISE,IDAHO 83714 0 PHONE(208)639-6939 LL kmengllp.com 0 N DESIGN BY: LCK W DRAWN BY: LCK > a CHECKED BY: LCK o o DATE: APRIL 2021 PROJECT: 21-021 g SHEET NO. Q s v 0 C5.4p a W p I"=_ I REMOVE 2" BLOWOFF ASSEMBLY AND SHEET NOTES W4 CONNECT TO EXISTING 12" WATER MAIN �pNAL f INSTALL 1-12" COUPLING A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. N: 684399.48, E: 2459136.60 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL Q� 4 PI 4PI 4 + PI 4 PI 4"PI 4 1 4 1 47,11 4 1 1 4PI 4 4PI CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. APEX SOUTHEAST 860 I 25 -I 20 21 22 23 s 4/1/21 0 1-8" 1 1.25° ELBOW o 26 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN � �,9 � Q SUBDIVISION NO. 1 W I I 1-8" 22.25° ELBOW STANDARD DRAWING SW3. 0f p N: 684265.41, E: 2459370.28 2 °' �' S �, C D. 12" AND 8" WATER MAINS SHALL HAVE A MINIMUM OF 5' ��/�/ C 23 1-8" 45° ELBOW 24 K\N jiv BLOCK 7 2 22 21 20 19 AND 4' OF COVER, RESPECTIVELY. It a 1 N: 684267.02, E: 2460249.32 `� E. INSTALL WATER VALVE BOX AND LID PER CITY OF w I 26 REMOVE 2" BLOWOFF ASSEMBLY REMOVE 2" BLOWOFF ASSEMBLY BLOCK 3 MERIDIAN STANDARD DRAWING W1 1. AND CONNECT TO EXISTING 8" MAIN 190 LF 8" PVC co AND CONNECT TO EXISTING 8" MAIN 4 4 25 / 27 24 � 4 0- INSTALL 1-8" COUPLING INSTALL 1-8" COUPLING 30 N: 684265.74, E: 2459549.28 In 2 2 2 N: 684266.68, E: 2460058.70 2 2 2 2 2 CIVIL ACRONYMS - - - - 4..PI 4"PI - - - - \ 3 285 LF 12" PVC 27 " 4 / 2 4 STA: - ROAD STATION "W 8" "w rs"w �"w R"w s"w a"w a"w 8" 8'W 2 t MJ - MECHANICAL JOINT - - E. SPIRE ST. FLG - FLANGE 2"sO 28 N: - NORTHING < 1-8" 45° ELBOW a"s s a"s a"s a"s ., a"s a"s o 3 - s"s 8's 5 "s a"s a"s "s "s a"s a"s "s s 2 E: - EASTING o N: 684248.05, E: 2459341.8=� 5 35 LF 8" PVC . �' S 1-8" 45° ELBOW L - STATION OFFSET LEFT o 28 / 1 - - - - 180 LF 8" PVC - - - L0 - - - - - - N: 684217.52, E: 2460299.00� R - STATION OFFSET RIGHT 2 2 70 LF 8" PVC CA�! 'c'1- 2" BLOW-OFFI ASSEMBLY FOR 8 21 4 2 45 LF 8" PVC 4 4 5 65 LF 8" PVC KEYNOTES # FUTURE WATER MAIN EXTENSION O r N: 6841 15.00, E: 2459077.98 O 1 O7 1-FIRE HYDRANT ASSEMBLY I 2 11 29 Q I 1-FIRE HYDRANT ASSEMBLY( I 29 m 1. MAINTAIN VERTICAL AND HORIZONTAL 1-8" X 8" X 6" TEE om I 1 1-12" CROSS 1 �� 1-8" X 8" X 6" TEE 00 1-6" GATE VALVE I I t POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY ~a 11-12" GATE VALVE 1-6" GATE VALVE 4 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET m w z vs o0 5 10 LF 6" PVC m 2-12"x8" REDUCER I w 1 10 LF 6" PVC o I C1.1 FOR ADDITIONAL INFORMATION. N: 684203.68, E: 2459341.86 N: 684154.64, E: 2460299.04 cry Z o 2-8" GATE VALVE J N I BLOCK 9 2. MAINTAIN VERTICAL AND HORIZONTAL z v 1 1 N: 6841 15.08, E: 2459136.98 / `� I BLOCK 8 I Q 1 2 POTABLE/NON-POTABLE MAIN/SERVICE OR z - 90 LF 8" PVC O 1 ® 1 - I 6 O O O 1 u 30 SERVICE/SERVICE LINE SEPARATION PER CITY OF N w 7 I Z MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 w 8"W 8" O E60 LF 8" PVC" : o E. BINGLEY ST. ' I Q 1 FOR ADDITIONAL INFORMATION. - 1 1-8" TEE 4PI 4 VI 4 P 1 4 1 I 4PI 4PI 4 1 4PI 4PI 4 I 4PI r 5 a" a"s a"s s's s 1-FIRE HYDRANT ASSEMBLY 7 I I I v 3. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" 2-8" GATE VALVE 205 LF 8" PVC vi 4 P1 4PI METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN w 1 ® N: 6841 15.35, E: 2459341.98 1-8" X 8" X 6" TEE 1-8" TEE I I 11 10 O "s 31 �n C4 1-6" GATE VALVE 1-8" TEE STANDARD DRAWINGS W1, W2, AND W6 - - - - - - - 1 1-8' 45° ELBOW 2-8" GATE VALVE _ 10 LF 6" PVC N: 683965.91, E: 2459642.17 I uj I 2-8" GATE VALVE 7 1-FIRE HYDRANT ASSEMBLY 145 LF 8" PVC 1 N: 683965.38, E: 2459354.85 4. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" 4"PI a"^ -4`p1 N: 683965.54, E: 2459438.72 > N: 683966.57, E: 2459999.13 1-8" X 8" X 6" TEE I II s 135 LF 8" PVC I Q I 2 METERS AND 3/4" METER SETTERS PER CITY OF a I I Y 1-6" GATE VALVE I MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. w Lj a 1 5 1 O9 10 11 12 13 14 15 I" Ip 14 13 12 10 LF 6" PVC 1-8" 45° ELBOW I 32 a N: 683966.90, E: 2460181.25 I O g 5. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE W I O 1 1 N 1 N: 684010.28, E: 2460299.11 AND NON-POTABLE MAINS. w I 2 205 LF 8" PVC I I I 4 ° �_ I 165 LF 8" PVC W o I 4 4 4 4 1 i 4 4 4 60 LF 8" PVC - 6. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE o w I 1-8" 45° ELBOW 2 2 2 2 2 _ 2 2 2 2 II I III 111180 LF 8" PVC 2 2 2 I f z WATER MAINS AND SEEPAGE BEDS. \ 195 LF 8" PVC N: 683978.03, E: 2459342.16 w I s o 1 - - - - - - - - 1 - - - - - - - - - - - 7. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD O N N N / DRAWINGS W8 AND W9. (OD20 LF 8' PVC 8"W 8"W W 8" 8 W f W 8"W 8 W 5 2 33 8. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN 2 s 8'S 8"S 8"S 8"S 8"S 8"S s 8°s 8"S S"s 8"S "S 8"s a"S 8"S s 8" 8" 8"S 8"S PV 8"S � I s STANDARD DRAWINGS DETAIL W13. W 1 E. AMBITION ST. 75 LF 8" PVC w O I 10 4 N� C 1 4 10 9. INSTALL WATER SERVICE SLEEVE PER ACHD STORMWATER vi 1 � O = - �; 105 LF 8" PVC �° - - 10 3 °' DESIGN GUIDELINES DETAIL 07 - SEEPAGE BED/SEWER & 3 10 2 2 65 LF 8" PVC 2 2 2 WATER SERVICE CONFLICT, AND CITY OF MERIDIAN \ O REQUIREMENTS. � � I 2 7 � CO 4 4 I 4"P1 00 1 4"P1 4"PI � � 37' CITY OFMERIDIAN 4'PI 36 34 I 4 4 ,,a 1 UTILITY EASEMENT w 1 1 BLOCK 10 o I - I I 10. METER SETTER SHALL BE LABELED WITH LOT AND BLOCK 3 6 ! � NUMBER. 85 LF 8" PVC s ( 1-FIRE HYDRANT ASSEMBLY(D 1 1 42 1-8" 45° ELBOW U r I 5 1 - N: 683967.04, E: 2460256.02 2 O 10 11 12 I 1-8" X 8" X 6" TEE 37 11 CRUSHED 3/4. INSTALL L ROADTBASECPEROAD WITH 10"CITY OF MERIDIAN c� 1-6" GATE VALVE w 1- 2" BLOW-OFF ASSEMBLY FOR 8 2 STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' I 10 LF 6" PVC I `° O N: 683966.27, E: 2459836.00 FUTURE WATER MAIN EXTENSION WIDE. (V I Cr N s 1-FIRE HYDRANT ASSEMBLY(- N: 683902.01, E: 2459999.16 35 OI I 1-8" X 8" X 6" TEE I 39 3S 0 (/') W I I BLOCK 11 I 2 1-6" GATE VALVE I 41 40 z $ 13 o0 I F10 LF 6" PVC 4 4PI 4PI 4 4PI 4PI 4PI 4PI 4PI 4PI I 4 + 4PI PI 4PI PI I N: 683861.42, E: 2459642.31 I zC11 Q N � 2 � O 19 I I I 4 O4 0 60 120 180 Ln 0 > Plan Scale: 1" = 60' = z �' 17 16 15 14 i w I 195 LF 8" PVC 0 LJJ 2 a s O m - w 20 145 LF 8" PVC I o N 1 2 w 1 860 LF 12" PVC 0 4 4 1 '^ O 1$ s 0 2 - 2 2 - - 2 1 O 0I 2 s 6 c/') p DC "G1 O s 2 2 Q 1 21 10 3 8.. E. ADLER HOF ST."W 8,. 1-8"3TEE T MATCH LINE - SEE BOTTOM LEFT = 11J w o I s s"s s's a s s" a s s 2-8" GATE VALVE 1 1 1-8" 45° ELBOW N: 683665.91, E: 2459642.58 I 1205 LF 12" PVC 5 55 LF 8" PVC BLOCK 12 I� D u j 10 4 / - - N: 683665.44, E: 2459385.52 - � - - � �� w I BLOCK 11 6 s 1 ( 1-12" TEE 0 ~ f 60 LF 8" PVC 1 a"PI 65 LF 8" PVC 1-12" TEE 28 2 Ln Q 22 N 2-12" GATE VALVE I O 1-12" GATE VALVE o O I 1-8" 45' ELBOW 37' CITY OF MERIDIAN UTILITY EASEMENT 1 I 11 „�„ N: 683254.99, E: 2459138.12 " E E EG I 1-12" X 8" REDUCER 2 N: 683622.39, E: 2459342.63 I- - - 1- 2" BLOW-OFF ASSEMBLY FORO8 I 12"W 12"W 1-8" GATE VALVE w 1 1 s 20 LF 8" PVC O TF_ 11L0 LF 8" PVC FUTURE WATER MAIN EXTENSION w I < a"s a"s a"s 8"s 8 N: 683255.36, E: 2459343.12 w N: 683601.33, E: 2459642.66 E E EG - - - - - - - - - - W ~ i 23 1 5 s I 1-FIRE HYDRANT ASSEMBLY 7 1-FIRE HYDRANT ASSEMBLY( N: 68 3 ELBOW Q 1-8" X 8" X 6" TEE 1-8" X 8" X 6" TEE I I� 1 1 Z ems\ N: 683239.51, E: 2459343.14 2 1-6" GATE VALVE 1-6" GATE VALVE ,,a I I�° I o 1- 2" BLOW-OFF ASSEMBLY FORD rn 4 10 LF 6" PVC w 15 LF 12" PVC 1 4 10 LF 6" PVC I w I s FUTURE WATER MAIN EXTENSION NW '" o I I N: 683604.89, E: 2459342.66 N: 683665.70, E: 2459530.09 I I N J N: 683217.40, E: 2459365.34 ^ I I s ( 1 Io 30 LF 12" PVC 33.5' CITY OF MERIDIAN UTILITY EASEMENT uJ 2 I o z 24 Q v I BLOCK 12 4J I w o � E w I = V 0 of I N I 295 LF 8" PVC a o I o® a I I s O4 _ Q W 39' CITY OF MERIDIAN O w I UTILITY EASEMENT - ? o I 2 w I 4 > I I� 260 LF 12" PVC U � Inin u ~ I 4 I CD w 1 I I oC o _ D N I 26 1 s 2 O O I I� 1- 2" BLOW-OFF ASSEMBLY FOR(8) a 1-FIRE HYDRANT ASSEMBLYO7 vi W I �I FUTURE WATER MAIN EXTENSION z 1-8" X 8" X 6" TEE I I �N: 682994.60, E: 2459138.47 O Y ° 6 1-6" GATE VALVE - - - - - - - - c� (, Z I 2 10 LF - - - - - I P i� ENGINEERING 3 1 27 s N: 683310.94, E: 2459343.05 EG EG EG _ 9233 WEST STATE STREET O 1 2 ( �op 1. � �T IO P T� TOP TOP TOP - BOISE,IDAHO 83714 o w o I 4 I ? -TOE TOE TOE ' - ----�pE - - �9E- - - -ZOE- - - -TDE - - DOE - - 44E- - - ZOE- �-�TOE- - -ME PHONE(208)639-6939 LL o kmen II com 0 3 w ° TOP TOP TOP aTOP - - - �p- - -� - - TOP OP TOP OP TOP OP TOP OP TOP OP TOP OP TOP( TOPI g P• I 9 W ETA TOP TOP 9 I I 1 4 T-T- I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DESIGN BY: LCK 0 7 T�r��l � - - \W g �w I 28Emi I O DRAWN BY: LCK / m T C � CHECKED BY: LCK O C11 MATCH LINE - SEE RIGHT o DATE: APRIL 2021 PROJECT: 21-021 g SHEET NO. Q s U ti N O ti i a KEYNOTES ® SHEET NOTES 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. ASS\ONAL £H6,� POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, OENSf ti OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. SHEET C1.1. SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. IRRIGATION NOTE 3, C. IRRIGATION SERVICES SHALL BE 1" CLASS 200 16860 2. INSTALL AWWA SLEEVE PER DETAIL, SHEET C7.2. POLYETHYLENE PIPE PER DETAIL, SHEET C7.2, TYPICAL. J, 4/1/21 IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH BOISE-KUNA 3. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.2. D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS -7 �qTF \OQ�o� IRRIGATION DISTRICT. THE LARGEST DIAMETER PIPE COMING INTO THE FITTING 0 / OF NSF, 4. INSTALL ARV PER DETAIL, SHEET C7.2. OR VALVE. /V C. K\ IRRIGATION SECONDARY SOURCE: GROUNDWATER WELL. E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER Lu THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS a WITH PROJECT ENGINEER DURING CONSTRUCTION. o I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA AND EXISTING OPERATOR. 0 50 100 150 Plan Scale: 1" = 50' Ln z O Lu w Cn a W w a 4 PI -4 PI 4 PI 4 PI PI -4 I 4 PI 4 PI 4 I PI 471 4"PI �' �'PI 4 PI 4 PI 4 P I PI 4 PI- -4 PI 4 PI -4 PI O m BLOCK 7 APEX SOUTHEAST CONNECT TO EXISTING 6" GATE VALVE w I 25 ® � SUBDIVISION NO. 1 ® N: 684398.88, E: 2460445.41 CONNECT TO EXISTING CJ 10" GATE VALVE 26 $o N: 684396.56, E: 2459178.10 w I 3 23 22 21 20 19 20 21 22 23 24 r I 00 26 s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7" Z w r 124 25 27 o 0 / - v 3 - - - - - - - - - - - 4- 8."W 4"PI 4"PI - - - - - - - - - - - 8C0. 3 �i L N 0 V) � 08"W8'w 8"W 8"W "W 8"W 8"W "W 8"W 8"W 8"W 260 LF 10" PVC E. SPIRE ST i2"s�/ - � Rw I S 8"S 8"s S 8"S 8"S 8"S 8"S 8"S 8"S 8"S S 8" 8 S 8"S 8"S 8"S 8" 8"S „S 8" 8"S Q o� I s„s a � � � / � e� 28 / 0 S \ 305 LF 6" PVC U0 W I / I 0 r z o O i w � i � i i BLOCK 3 N Q ui > 0 00 4m W > N s 29 On O O I c I S ,H� I > I v NN O O O � O O O � z w I 1-10" GATE VALVE U N: 684136.13, E: 2459178.45 / `n� I I z0 z w u w I O O I 1-6"x6"x4" TEE or - I Q : N: 684091.88, E: 2460445.56 -0 - LJJ - 1 - - - - - - ® - I OI a, Lo O ,ri l IN: 6 90' ELBOW 205 LF 4" PVC 30 _ EG � `� O8 N: 684101.92, E: 2459375.47 190 LF 4" PVC � N s A 8' 8"w 8"w 8"w 8"w I 65 LF 4" PVC 2 E. BINGLEY ST. Q Q 4IPI 4" I 4"PI -4 PI 4 PI 4 P 4'PI I4 PI 4 PI 4 PI 4 PI 4 PI �} PI 4"PI 14"PI "PI = 1 125 LF 4" PVC or o Co s 8'S 81S �__658'S 8"S s I I I I 1 4"PI 4"PI LF 10" PVC 00 I 1-4" 1 1.25° ELBOW 1-10" GATE VALVE � CONNECT TO EXISTING ui CONNECT TO EXISTING Z) N: 684073.13, E: 2459178.53 ___ 15 LF 10" PVC I 4" GATE VALVE I > I 4" GATE VALVE 1-4" GATE VALVE 2 s 8 s s s 31 s s Ln z _ Q BLOCK 9 N: 684103.54, E: 2460257.07 11-11 III II 2 `" N: 684102.27, E: 2459565.47 I w I N: 684103.17, E: 2460054.00 Q z 411 � II y�l u' 1 45 LF 4" PVC < s 120 LF 4" PVC Q I I 1-4" 1 1.25' ELBOW a 1-10" TEE 4"PI 4 PI BLOCK 8 a I I 1-4" GATE VALVE Q C 1-10"x4" REDUCER I Og 10 11 12 13 14 15 15 14 13 12 11 10 Og I I\ N: 684091.65, E: 2460320.08 1-10"x8" REDUCER 1-4" GATE VALVE LJ..I N: 684057.60, E: 2459178.55 N: 684057.82, E: 2459300.05 I I I I 32 = L u00 Q 1-4" 90° ELBOW C� r I O 65 LF 4" PVC I I N: 684057.96, E: 2459375.55 w I 10 LF 4" PVC o I w w I N \ 1-4" GATE VALVE I I / un r Lu N: 684057.94, E: 24593 53.05 Co - - - - - - - - - - - - - - - - - - - - - - - - - - - -� �® - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 / � � X DC O S\ W (n N N N (n UI N (n (n V1 (n S O I `L 5 33 � w 8"w Lu s" s" 8"w "w "w s"w a" s" a'w s"w ` "w s"w s"w s"w "w "w s" s"w s"w s"w s"w / U) w r 1 " Ix !y (/� s 83 -6 "S 8' 8"S 8"S 8"S 8"S 8"S s 8'S 8"S 8' 8"S 8"S 8"S 8"S 8"S 8" s 8" 8"S "S 8"S 8"S 8"S 8"S _ I I 5 s s 290 LF 6" PVC W 1-4" GATE VALVE 1-4" GATE VALVE 1-4" TEE E. AMBITION ST. 1-4" GATE VALVE 3 255 LF 8" PVC N: 683914.33, E: 2459600.24 N: 683914.45, E: 2459663.24 N: 683914.66, E: 2459779.74 N: 683915.10, E: 2460020.16 r r w I O4 3 `n n 10 LF 4" PVC 2 2 10 LF 4" PVC - n n 3 - - - - - - - - - - - - - rn °1 I - - - - - - - - - - - - - - 1 - - - - - - - - 4"PIri 4"PI v 115 LF 4" PVC 175 LF 4" PVC O0 �, 7 I o 1-4" 90' ELBOW I 1 I 1 1-4" 90' ELBOW 36 34 I N: 683915.12, E: 2460027.66 N: 683914.32, E: 2459592.74 I c 1-4" GATE VALVE N w I � 3 �; �65 LF 4" PVC � - - � I m I I s O N: 683914.99, E: 2459957.16 s g I 5 I Q I 65 LF 4" PVC 42 37 O W r I 3 O 10 11 12 A I A p 41 40 39 38 ° I 00 . w - w BLOCK 10 I 110 LF 4" PVC 35 N 0. I oo BLOCK 11 110 LF 4" PVC I N I U r I 1-6" TEE _ . Co s O I 1-4" TEE 6 O , 8 -4"I GATE VALVE 2-6"x4" REDUCER 1 g W Ln 285 LF 4" PVC 1-4" GATE VALVE 1-4" TEE 1-4" BLIND FLANGE 1-4" BLIND FLANGE z I N: 6"x6"x4" TEE 415 LF 4" PVC N: 683802.32, E: 2459592.90 i N I N: 683803.12, E: 2460027.71 N: 683803.88, E: 2460445.71 Y 0- I N: 683801.56, E: 2459178.90 Z w r 3 I 4"PI 4"PI 4"PI 4'PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI W a I 575 LF 6" PVC u 13 I - 4 420 LF 4" PVC O Cd S O u I N E N G I N E E R I N G a w r 19 9233 WEST STATE STREET BOISE,IDAHO 83714 O MATCH LINE - SEE SHEET C7 . 1 PHONE kmengllp.com 39 Li gllcom Q DESIGN BY: LCK Uj N DRAWN BY: LCK / g CHECKED BY: LCK O o DATE: APRIL 2021 u D PROJECT: 21-021 r g SHEET NO. Q s N O c-1 i S KEYNOTES 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE �Sg\ONAL fNc� POTABLE WATER AND NON—POTABLE PIPELINES (SEWER, p� �\CENS,- 'y STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE Q� IRRIGATION NOTE 3, SHEET C1.1. 6860 2. INSTALL AWWA SLEEVE PER DETAIL, SHEET C7.2. 4111210 Q s � 3. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.2. '9� qTF OF \OQ v 4. INSTALL ARV PER DETAIL, SHEET C7.2. y��/�/ C. SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. _ _ _ _ _ _ _ _ ME LINE - SEE SHEET C7.0 B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. _ C. IRRIGATION SERVICES SHALL BE 1" CLASS 200 1 I MIN ME MIN ME 110111 ME MIN ME IN POLYETHYLENE PIPE PER DETAIL, SHEET C7.2, TYPICAL. w w I I I BLOCK 10 D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS a w I ®� 17 16 15 14 A I � I ? THE LARGEST DIAMETER PIPE COMING INTO THE FITTING 0 I 8 115 LF 4" PVC I w s O OR VALVE. Li I 20 s I Q I E. ALL ROAD—CROSSINGS SHALL BE SLEEVED PER TYPICAL Lu I SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. w 1 1-4" GATE VALVE I 0 a N: 683686.82, E: 2459593.05 w F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL o I °' 18 I N I CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING s I O ~ 1 "ci I `� � 1 � I �_ G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 O 21 s (n I PVC OR APPROVED EQUAL. z 8"W 8" 8"W 8"W 8"w 8"W 8' O 65 LF 4" PVC H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER W / E. ADLER HOF S ��= 2 �n THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS / 5 s"s "s 5 1 i WITH PROJECT ENGINEER DURING CONSTRUCTION. w w I �`` 1-4" GATE VALVE p� N: 683623.82, E: 2459593.13 I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE w r ® — — — — — — — — — — — —10 LF 4" PVC- OWNED, MAINTAINED, AND OPERATED BY THE HOA AND 4•,p� 1 ® 1-4" GATE VALVE EXISTING OPERATOR. w 1-4" BLIND FLANGE 1-4" 90° ELBOW I I N: 683629.60, E: 2459780.12 N: 683614.12, E: 2459485.14 1 10 LF 4" PVC L — — — J W A 1—4" 90° ELBOW w I °-' I s I N: 683614.32, E: 2459593.14 I 23 W o 0 50 100 150 z I �' I BLOCK 12 w w I Plan Scale: 1" = 50' W I BLOCK 11 I s O3 w o f 24 1 S w I I w o I 575 LF 6" PVC � I a � I I s O Lu u, w C�7 i I Q I 365 LF 4" PVC z a W o i 1 w � I N J N a. w ~ N I s I 5 A o 26 I s 1 O z z 1 - w I 1 I z w a °° w I I O LJ cn o > W 27 i s l O A \ Q O w c I I 0 DC I m 0 � I w c wCn a I I cn G a LL `r' Q z w I j 28 I S I 7 A L p O 331 1 °' I 1 w oc I ®I = LU Q 1 12"WG 1 EG EG"W EG 12"W 1 W f / n W $"s s"s a"s a"s s"s S EG EG EG EG 8 1-4" 90° ELBOW s \ 1-4" GATE VALVE o I I 1-6" GATE VALVE /S �� 1-4" BLIND FLANGE (� w I 10 1-6" BLIND FLANGE \ N: 683248.12, E: 2459485.81 Lu C I� N: 683225.06, E: 2459179.66 1 \ s �/ LLI CL m I I O® N w I I LEI V Z w l w l0 0® 1 I0 D I _ II _ w pip Z w SOD W I oo I� z I I o I—` N v O N De\-I 3 w Y z z 0 E N G I N E E R I N G 9233 WEST STATE STREET o BOISE,IDAHO 83714 PHONE(208)639-6939 LL kmengllp.com Q N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK o o or- DATE: APRIL 2021 PROJECT: 21-021 g SHEET NO. Q s v 0 O ti i a NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN STANDARD MANHOLE �``SS\�CENSfNc�'y THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE FRAME AND COVER ADEQUATE VENTING. OMMON LOTS OR N R LOCATE I ROAD FRONTAR RELEASE GE WHEREVS WITHIN ER POSSIBLE. EAR 6860 J� 411121 o Q '9� qTF OF C. FIBERGLASS 24"0 CONCRETE PIPE. LENGTH AS REQUIRED. ui VALVE BOX WATERMAN MODEL CR-100 & COVER I AIR RELEASE VALVE (OR EQUAL) 1-1/2"0 GALVANIZED 'I III III III III III I IRON NIPPLE & 90' ELBOW MAIN III III I I I I III III LINE + BALL VALVE CURB STOP APPROVED"METAL OR PLASTIC �I - " (MUELLER 300 OR EQUAL TAG WITH NON-POTABLE 1-1/2 SCH. 40 WATER DO NOT DRINK" IS —III III GALVANIZED IRON 1-1/2" REQUIRED. CONNECT TO VALVE I III III I PIPE RISER TAPPING cn BOX WITH EYE BOLT AND WIRE TIE I °° :d a I SADDLE z a °11jEjj 6" MIN. °. 8 ! 1 I IRRIGATIONLu RON PIPEGALVANIZED TRENCH — 8 - MAIN I — 0 0 0,OOO 00, 0,OO� - — BACKFILL a �. � � � a O O O 0 - _ =00 OO O 00 %_� 0 = _ - 0 O O 0 - - ° -I I °0o00 000o O o0000 o I - III III I IIElEltl I Ioo o 0 00 000 �� „ , � � = 0 0 � � O 00 0 000 1-1/2" BRANCH -I I O OO O 0 0000 I I _ z TEE 0O 00 00 OO 0 0 0 0 - - I II o0 000000� 0 � - 0 0 0 O— SCALE: NONE O -I II I II _0_ —l0 II MAIN LINE AIR RELEASE _MH 12 CUBIC I YARDS IMINIMUIMI NTS I I I —2" WASHED DRAIN ROCK,_ OR AS REQUIRED. -' II III III III— III III III � � � � � � DIG TO FREE DRAINING SOILS TYPICAL MAIN LINE DRAIN cn NTS z a AC PAVEMENT BY OTHERS (y J PAVED SURFACE SEE NOTE 1 BELOW VARIES, 2.5"-3 ' 0 �3/4" MINUS BASE, BY OTHERS z z Ld VARIES 4"-6" I z W 5 w L O U) .,SPIT-RUN SUB-BASE, BY OTHERS Ln O ,� 0 0 0 0 0 0 0 0 0 0 � = O I VARIES, 10"-16" ----------� P/L a oc z = p p pI TEMPORARY BACKFILL AS p p p 0 Q c- D D D� I 112 T MAINTAIN J " COVER OVERSLL EVE O O 0 G SUB GRADE ELEVATION, BY Z — a f _ OTHERS, SEE NOTE 1 BELOW 3' MIN. 'PLACE APPROVED METAL OR z I'I I _ I PLASTIC TAG WITH"NON-POTABLE a W o 3: COORDINATE WITH PAVING I -I I I I �` I PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT 5'-MAX WATER DON'T DRINK"IS REQUIRED Q O CONTRACTOR FOR REMOVAL I—III— __ SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. I I w W LOCATED ABOVE SUBGRADE MIN. 6" N I z = W a FINDER TAPE z 2 O LOCATING WIRE CARBON MODEL 910T COVER LID TO READ: w — "NON-POTABLE WATER - FOR IRRIGATION ONLY" w� (2) 3" CLASS 200 SIGNAL IN PERMANENT LETTERING 4"0THREADED O CONDUIT WITH 1/4" FINISHED SOD GRADE STUB VO PE PIPE 2 CAP OR PLUG FINISH w — NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING GRADE I W COMPACTED TO 95% DENSITY. FINISHED TOPSOIL GRADE 2 W PIPE AND BELL I III III III III III III II III II OL cJ� m III III III III III III III II III CARSON MODEL 910 a N MIN. 4" 10" VALVE BOX W NOTE: SKIDS PER ISPWC SD 307. TRACER WIRE LOOP 1. 2'-6" MIN., 5'-0" MAX. MIN. 6"1 SLEEVE IMIN. 6"1 SCHEDULE,SEE SLEEVE IN UNPAVED AREAS Z SEE DIA. SEE FOR MATERIAL AND M N THIS ET MINIMUM SIZE >, WHERE THE LINE IS NOTE 5 NOTE 5 2 VALVE NUT FREE DRAINING. a 2. 3'-6" MIN., 5'-0" MAX. p w SLEEVE SCHEDULE (INCHES) IN PAVED AREAS OR Q ISOLATION VALVE 10" CLASS 125 PVC PIPE WHERE THE LINE IS N PER ISPWC REQUIREMENTS NOT FREE DRAINING. z PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. JOINT RESTRAINT REQUIRED o I +, O UNI-FLANGE SERIES 1300 OR EQUAL 3. FINDER WIRE AND — 2" 3' 2.83" 4.17" 6" PVC C900 6.31" IRRIGATION MAIN IDENTIFICATION w N U NOTES: NOTCH PVC BOX, BOTH SIDES TAPE REQ'D. PER THE I.S.P.W.C. 4"0 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 3 FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD , ROAD BASE AND PAVEMENT. 1"0 CLASS 200 Y 6" 7.89" 10" PVC C900 10.16" NOTCH 4"0 VALVE POLYETHYLENE Ln Z 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE I BOX OVER PIPE WITH z a FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR FROM MIN. CLEARANCE � 8" 10.27" 14" PVC C905 14.0" SIDEWALK. 6" MIN. a 6°° #4 REBAR FROM PIPE 0 10" 12.79" 16" PVC C905 15.92" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT d E N G I N E E R I N G U 6" VARIES 6" �4 SLOPE SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 1 TO DRAIN 9233 WEST STATE STREET O PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 1 2" MIN. MIN. ar- °° 4MIN. 4" MIN. OF 3 4" MINUS GRAVEL BOISE,IDAH083714 12" 15.17" 18" PVC C905 1 7.85" ° a a a » / PHONE(208)639-6939 LL ° 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL ° ° UNDER 10 PVC PIPE "> CROSS BELOW OTHER UTILITIES. kmengllp.com 16" 20.09" 30" PVC C905 27.14 Q 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK 1"0 BRONZE CURB STOP- PROVIDE LONG RADIUS BEND DESIGN BY: LCK W " NOTES: MAIN FORD OR MUELLER, OR IN POLYETHYLENE PIPE DRAWN BY: LCK > LINE APPROVED EQUAL. WITHOUT KINKS OR DISTORTION 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 O PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR ° B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: APRIL 2021 TAPPING SADDLE PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 21-021 (ROMAC 101 S OR APPROVED EQUAL) g SHEET NO. a TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE TYPICAL 1" SERVICE C7,2 ~ N O NTS NTS NTS z