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HomeMy WebLinkAboutCC - Construction Drawings SS�pNAL f pNALQUARTET NORTHEAST SUBDIVISION NO , I I fH LENS C�y� ® 10821 16860 s� 9/10/20 o s 9110120 0 N W.MCMILLAN RD. ® �F qTF OF �OP�`Z` '9�l9TF OF CONSTRUCTION PLANS I �� ti s� N ME M P. MCP ���/ C. KEN MERIDIAN , IDAHO Digitally signed by Digitally signed by Kevin McCarthy, PE Lachlin C Kinsella, P.E. MERIDIAN, Date: 2020.09.10 IDate: 2020.09.10 0 IDAHO 14:44:08 -06'00' 14:50:16 -06'00' a v LOCATION MAPLu g 0 50 100 200 300 z o Plan Scale , ®�I® 0 PROJECT VICINITY MAP N 0 BLOCK 17 INDEX OF DRAWINGS NO SCALE o 11 12 13 14 15 SHEET w NO SHEET TITLE SHEET DESCRIPTION O8 .10 16 18 C1 .0 COVER SHEET W. THORNAPPLE ST. 1 O O7 1 19 C1 .1 NOTES, ACRONYMS, LEGEND w C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN 60 0 12 O2 20 C2.0 ROADWAY IMPROVEMENT PLANS W. GRAND RAPIDS DR. PLAN AND PROFILE z C2.1 ROADWAY IMPROVEMENT PLANS W. GRAND RAPIDS DR. PLAN AND PROFILE ° w 5 11 O oac 21 C2.2 ROADWAY IMPROVEMENT PLANS N. SUNNY SIDE AVE. W. MIRMONTE DR. PLAN AND PROFILE o BLOCK 2 "' C2.3 ROADWAY IMPROVEMENT PLANS W. MIRMONTE DR. PLAN AND PROFILE N. CORALINDA AVE. PLAN AND Q3O 10 O4 z PROFILE u W. GRAND RAPIDS DR. O4 22 u 0 C2.4 ROADWAY IMPROVEMENT PLANS N. CORALINDA AVE./ W. THORNAPPLE ST. PLAN AND PROFILE m O O z C2.5 ROADWAY IMPROVEMENT PLANS W. THORNAPPLE ST./ N. MORNING STAR AVE. PLAN AND PROFILE z 23 I r► C2.6 ROADWAY IMPROVEMENT PLANS E. MIRMONTE CT. PLAN AND PROFILE �s 0 0 C2.7 ROADWAY IMPROVEMENT PLANS N. TORBIN WAY PLAN AND PROFILE I O 24 26 10 r► O4 0 C2.8 ROADWAY IMPROVEMENT PLANS N. BLACK CAT RD. PLAN AND PROFILE O 25 C2.9 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE z O I O7 BLOCK 4 C2.10 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN zO 2 Q 27 C3.0 GRADING IMPROVEMENT PLANS I Q w O - O ? 23 28 w C3.1 GRADING IMPROVEMENT PLANS > O O 0 26 25 24 22 C4.0 STORM WATER IMPROVEMENT PLANS CoQ WC4.1 z o w STORM WATER IMPROVEMENT PLANS - _ z C4.2 STORM WATER IMPROVEMENT PLANS DETAILS z w #105 10 E M�RNjONTECT BLOCK 3 8 C4.3 STORM WATER IMPROVEMENT PLANS DETAILS Q Q w 11 O O O7 w C) 12 OO C5.0 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE _ o 13 O w U 15 16 O C5.1 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "B" PLAN AND PROFILE O C O 17 18 C5.2 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "C" PLAN AND PROFILE SEWER ALIGNMENT "E" PLAN AND z G O 19 MiRMoN O PROFILE 20 30 TF11R. C5.3 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "D" PLAN AND PROFILE w 31 32 O C5.4 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "F" PLAN AND PROFILE W W 33 1 PJ Q FIVEM/LECRff 34 ��� C6.0 WATER IMPROVEMENT PLANS K 36 � C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS a X W W _ 35 C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS a 38 o C7.2 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS a � a r W C7.3 PRESSURE IRRIGATION IMPROVEMENT PLANS PUMP STATION WET WELL AND INTAKE PLAN AND DETAILS C7.4 PRESSURE IRRIGATION IMPROVEMENT PLANS PUMP STATION DETAILS AND NOTES a w a a w W W REFER TO N. TORBIN WAY C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT "A" PLAN AND PROFILE ? BRIDGE - ROADWAY AND o a UTILITY PLANS C8.1 GRAVITY IRRIGATION IMPROVEMENT PLANS DIVERSION BOX #1 DETAILS U a w W C8.2 GRAVITY IRRIGATION IMPROVEMENT PLANS POND DETAILS N L1 .0 LANDSCAPE COVER a a a / / Z i W L2.0 LANDSCAPE PLAN z LEGAL DESCRIPTION ENGINEERING L3.0 LANDSCAPE PLAN �>aAMo PYhrc 9233 WEST STATE STREET A PARCEL OF LAND SITUATED IN THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION D I G LI N E %'Vbrb aepertrnerrt BOISE,IDAHO 83714 W 0 24, TOWNSHIP 4 NORTH, RANGE 1 WEST, CITY OF MERIDIAN, ADA COUNTY, IDAHO, L4.0 LANDSCAPE DETAILS IkdanMmbucdmoupowmwspeol vabne PHONE(208)639-6939 \ w 2020. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ■ kmengllp.com w o CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT IWOBENCHMARK PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACT INFORMATION , DESIGN BY: LCK 91 ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. ■ DRAWN BY: SRM/LCK POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT ` 3 BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP m m CHECKED BY: LCK U 100 723030.111 2438444.278 2543.262 BRASS CAP ACHD COMPLIANCE z 0 2929 W. NAVIGATOR DR., STE. 400 9233 WEST STATE STREET DATE: SEPTEMBER 2020 102 QO 720364.967 2440064.431 2548.944 5/8" REBAR MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 w CONTACT: ZACH MEYERS PHONE: (208) 639-6939 PROJECT: 20-088 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD 103 QO 721688.248 2441081.283 2549.545 5/8" 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. ■ Q 105 QO 720908.458 2438475.426 2537.143 5/8" REBAR EMAIL: zmeyers@brightoncorp.com KEVIN McCARTHY, P.E. ■ WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: W **CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION.** EMAIL: Ikinsella®kmengllp.com ■ .0 O • NONE kevin®kmengllp.com L.L CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS NAL E 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 D RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM AND THE ACHD EDITION OF E IDAHOASTANDARDS EFOR PUBLIC TO DISTRICT C CONSTRUCTION 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. CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. - - 10 20 EP EDGE OF PAVEMENT PS PRESSURE SEWER J, 9/ 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 20 Q 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY -y 9T P v PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org FLG - FLANGE R - STATION OFFSET RIGHT C� F OF CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. F - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), ti c� 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 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 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL PRIOR TO START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD a REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED 0 EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT LEGEND AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. GENERAL CONSTRUCTION NOTE NO. 1. .8 UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT NUMBERS) FOR DETAILS. BOUNDARY LINE TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE - - OFFSITE BOUNDARY LINE v� 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 cn DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE - ROAD CENTERLINE j LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER LOT LINE LINE WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM QUARTET NORTHEAST SUBDIVISION 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 NO. 1 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. O 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. Oo 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 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 Y FOUND BRASS CAP 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR ACHD POLICY MANUAL. DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTE 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 ci 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. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS 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 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 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 WATER LINE 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. P� 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 r-I 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 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. REQUEST OF THE AGENCY AND/OR THE ENGINEER. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. O ) W SINGLE WATER SERVICE z 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 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, 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. on DRAINAGE ARROWS O THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 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 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 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. > O LJ..I 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 - WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE = 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. m 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 S 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. CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF G c c GAS LINE >_ ROADWAY PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER ~ z Z GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE OP OP OVERHEAD POWER LINE O 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY SITE. IRRIGATION NOTES Q 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 ci ci GRAVITY IRRIGATION LINE Lu 0 alf 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 _ U 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 w PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS x 5 PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES WATER METER O 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® L u 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS HE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC z 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 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 POWER POLE 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 LJ..I z QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DEMOLITION NOTES FROM DEQ PRIOR TO ANY DEWATERING. m POWER BOX DRAINAGE 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE EP EP- EDGE OF PAVEMENT Q . 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF 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. OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30" FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION CONSTRUCTION. EG EG EDGE OF GRAVEL AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND a REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS X BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. u DURING DEMOLITION AND REMOVAL OPERATIONS. z 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 2645 EXISTING GRADE CONTOUR a MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE E 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF 5; FINAL ACCEPTANCE. 0 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR 9 REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. Z REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL �? EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE o PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. d 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE o CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. 0 g UTILITY NOTES 12 CONTRACTOT O SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO Z Y lcm 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENGINEERING Z IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN Q A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 9233 WEST STATE STREET W REGION (334-2190). BOISE,IDAHO 83714 _ o PHONE(208)639-6939 \ 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN w SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com LJ..I 0 COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 10 O 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: LCK ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: SRM/LCK QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC U 3 TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK o FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC DATE: SEPTEMBER 2020 z 0 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE LJJ OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 20-088 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION o OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, Q THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. . 0 0 d LL _ _ _ SHEET NOTES N TOE TOE TOE TOF 70C T� — S�pNAL fN OP TOE TOE TOE— DOE_ — �I 1 \E oo °� TOP To� TOP Tom 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. ��S �pENSF Gay D N I \ 7 \ I 2. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON / I 7 0 60 120 180 SHEET C4.0. N l 8 - Plan Scale: 1" = 60' KEYNOTES ® 96860 0 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND OF lv PAVEMENT PATCH PER ISPWC SD-303 AND ACHD ���N C. r, REQUIREMENTS. I \ 2. RETAIN AND PROTECT SEWER MAIN. CONNECT TO EXISTING MANHOLE PER SEWER IMPROVEMENT PLANS. 3. RETAIN AND PROTECT PRESSURE SEWER MAIN. I I z I I 4. RETAIN AND PROTECT WATER MAIN. CONNECT TO \ ''-' I I I 8 \w N EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. 5c� I I I I 5. REMOVE EXISTING STRUCTURE. w N 11 � ` 3 0 I I I \ 6. REMOVE GRAVITY IRRIGATION PIPE. a l 5 I a — 7. REMOVE CONCRETE GRAVITY IRRIGATION DITCH. SEE DEMOLITION NOTE 6, SHEET C1.1 FOR ADDITIONAL _ _ \ INFORMATION. N 1 - �w \ o a I \ I I \ 8. RELOCATE POWER LINES AND POLES. CONTRACTOR AND o, 1 \ DEVELOPER SHALL COORDINATE RELOCATION WITH IDAHO POWER. _ D41'�_ \ I I N �E ` 2S t1j -�O ��o1�P 9 AEG—�� d I N 9. REMOVE GRAVEL DRIVEWAY. N I 8 FG \ I 1 10. RETAIN AND PROTECT EXISTING FENCE. N `o N Z 4-19 \ 8 2\ / \ 11. REMOVE GRAVITY IRRIGATION OPEN DITCH. SEE O 11 \ \\ N I DEMOLITION NOTE 6, SHEET C1.1 FOR ADDITIONAL v� INFORMATION. w N EG I \ 7 I \ w . \ �� 5 a LEGEND \ \Ap \ I I \ \ DITCH REMOVAL lI uj m � �� � I o EG 1 6 I � � 5 1 5 \ \ _ U � F \ 3-19 I \ 1 \ gel / m� I \ \ \ \ SUBDIVISION BOUNDARY 6 z 8 _ — \ ! 1 z \ 8� N w ► I 11 ` � 0 10 7 \ I > 0 5-19 / Lu mQ / I Ln � o 0 � - z IS CN I \ \ Q I 10 wo z N o — JW III I \ \ o 2 o \ / \ z z oe I G-1 9 / \ \ ZONE A PER COMMUNITY PANEL NUMBER 0 16001 CO139 H, NATIONAL FLOOD INSURANCE \ \ W U �$�p—per \ \ PROGRAM, FLOOD INSURANCE RATE MAP, REVISED AND SUBDIVISION BO DARY _ 3 Woo \ EFFECTIVE FEBRUARY 19, 2003. �s — _ ==P$ P$ — — / / I \ \ZONE AAREA = NO BASE FLOOD ELEVATIONS DETERMINED. �zr, z N Ps 7 03 p$ p$ 7-19 w \ roE� =` i F�MILE CR � ����eP \ \ _ o I a o TOE — _ _� - 0=� 6 Ps Ps PS PS 3 \ \ o r W aIII IIII W \ _ _ /AEG` \ \ \==�= �— _ Pam` �_P$ Ps _ \ o Ca EG �� ������'- SOP _ _ Ps ts W III W I TOE1 —7�-E6� � ` Ris�` —� 6 _ P —_ \ \ __ _Ps— _ \ z 3 III w m I / OE—TOE— _�_` \-� E \ —_��-` �__ —PS—_ 3 �' r0 ?`EGA � _ s \ \ W W OEEGA —�_ ��E_ --��_ _ P=Ps \ \ `_�QE =�54p P-- \ \ IIII \ �/ _�l� _r�� � �� ��— _�` �� _-toy — _ ENGINEERING - OE_ToE=G \\ � �—IQE � _ -t0� \\\Hipp _ \S 9233 WEST STATE STREET l a a N II 1 / / \ \ —� \ �j _ TOE�� ��EG � \\\ �Oe \\ AS A PHOINE 108H6 936939 714 W W W \ 7�TOE ��_ _\ `_ \ ) z III / •\ / \ _TO—=_EGA\ —� ����\�\\\ \\ \ \ g p W kmen II com IWO N a I -� O TOE \_ �� DESIGN BY: LCK o SSCO \ / TOE v N o V a W / EG DRAWN BY: SRM/LCK z W I / v \ ;OE _EG TAP \sue \ \ Sl \ � _� T\\\\\ 6 \ A 3 CHECKED BY: LCK U W o W I II I / \\TBF�\ \\\\\ r \ \ DATE: SEPTEMBER 2020 U N I� o W � �\\ EG \ \\� �'Os \ \ \ PROJECT: 20-088 r n Z N I I / / / �� r \ �� \ AS \ SHEET NO. V III �fl Q IIIIo I ��� T \ \ AS C1.2[HIP I 0 W / I \ � \\ \\ \ \. LL d SHEET LEGEND o I I 39.18 LIP I BLOCK 1 I ° SS�pNAI fNc/ +44.95, 23.90'L uj F�' ��ENSE- ti " I % > �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �� �• 39.38 TOC 39.37 PC a I u I +57.51, 26.24'L +20.15, 18.00'L SO Q STA., OFFSET SIDE wv 38.87 FL 39.52 SW 1.50% 6860 O z ° FINISHED GRADE SLOPE Q +57.48, 18.41'L +17.59, 26.00'L 39.62 SW Q s 9/10/20 0 I I Co I 139.19 PT/GB 38.88 FL +41.41, 26.00'L O �9TF I SEE ROADWAY PLAN Z +66.00, 18.00'L +17.59, 17.21'L 39.01 FL u I BLOCK 2 C''L SHEET C2.4 4 GRADE BREAK ti/ ..`S ° O 38.96 GB 39.33 +42.11, 17.21 � o STOP TOP TOP Z a `//\/ C. K\`� 2 u' +25.00, 18.00'L +11.59, 18.00'L 39.49 POC COC o R ad +47.67, 18.00'L N TOE TOE Q� 0 3 • < d 10 - ---- ---- - SAWCUT LINE d • •° �"� �_ o ,�/, ° 39.78 POC/GB d` I 1 ���° / 1'8 2 W. GRAND RAPIDS DR. 1 N d +1\, 18.00c1 11 o I f 39.68 CL/POC/GB I CIVIL ACRONYMS 2.00% 0.40% 11+00 0.40% o �i 0.43% 12+00 +15.00, 0.00' - - 1 ° 3 O ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 39.94 CL I o �� _ 0.43q' FOLLOWS: +14.95, 0.00' �� 3+p ° w 39.14 CL/GB I ��0 2 N 0 d STA. - ROADWAY STATION FROM CENTERLINE a +55.01, 0.00'I I 2 �° `N 39.32 CL/PT/GB CL - ROADWAY CENTERLINE o 00 p +79.23, 0.00' PC - POINT OF CURVATURE A- 39.42\PT/GB / PT - POINT OF TANGENCY 3 ° a ° d • ELE. - ELEVATION O L - STATION OFFSET LEFT a °• d d �° +79.23, 18.00'L R - STATION OFFSET RIGHT 2 0' 4 39.19 PT/GB o 38.86 CL/GB 39.27•CL/PC• °° 2 ° • d° o/ TBC - TOP BACK OF CURB s I +66.00, 18.00'R +25.00, 0.00' m � +20.15, 0.00' o ° / 38.76 FL o 138.96 GB I_� 39.37 PC o / d RIM - RIM OF STRUCTURE I I _ 39.70 PC GB , +57.48, 18.41'R +25.00, 18.00'R o of +20.15, 18.00'R O +49.98, 18.00'L` LIP - LIP OF GUTTER 39.34 TOC / / J N� 39.78 POC/GB 3 110 d / +57.51, 26.24'R o �oQ 0 $< 39.48 LIP MA - MATCH EXISTING ° A SW - SIDEWALK +15.00, 18.00'R +71.57, 24.38'L EP - EDGE OF PAVEMENT N �o c' X0 z _ o y 0 FL - FLOW LINE O SEEEROADWBAY PLAN ° o / TOC - TOP OF CONCRETE _ i �e HP - HIGH POINT cn o CR - CURB RETURN w Lu I I I a 39.42 PT/GB ° / POC - POINT ON CURVE - +79.23, 18.00'R <d INT - INTERSECTION W I d PRC - POINT OF REVERSE CURVE I I I � a � � • °'8sq 1�5�° O O I I • ° O o ;39.48 LIP SHEET NOTES +21.94, 24.491 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 4. I al O 39.68 PCC/GB NOTES. 39.60 CL/GB °° ��� +46.30, 18.00'L +49.98, 0.00' �0. `1.15% o B. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET 39.70 GB OS c SECTIONS. +49.98, 18.00'R D � TOP TOP TOP TOP- '�s� �`V � C. SEE SHEET C2.10 FOR STREET LIGHT PLAN.3 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. O 39.88 CL/INT/GB E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +96.48, 0.00' o TOLERANCES WILL BE ALLOWED. +96.483918 00'R •�'.98 GB �(02 39 F.�/ F. ALL STATION AND OFFSET LABELING RELATED TO EACH 39.80 PC \�,'/, �V SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. +25.65, 18.00'R 2 O 39.71`CL/PC oQ, V G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. +25.65, 0.00' �. l 39.68 POC/GB ° o� 3 KEYNOTES BLOCK 3 O39.58 CL/POC/GB �� ° ^ [� 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND +46.29, 0.00' J PAVEMENT PATCH PER ISPWC SD-303 AND ACHD 4. , REQUIREMENTS. r-I 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O / SUPPLEMENTAL STANDARD DRAWING SD-701. (n W. GRAND RAPIDS D R. PLAN AND PROFILE 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z Z Lu ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. < - L.L 0 30 60 90 0 3 6 9 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC O J 0 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES _ SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) /- O Z Z AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q = W Q 2550 2550 5. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD CO Q 2 Z SUPPLEMENTAL STANDARD DRAWING SD-710. D Q L u J _ 00z0�// � + O C7 0) O N v l Q Cn + 2547 o 2547 LJJ 00 II O n - 1 u Q00 u = OC � N� II � 00 II Qp �-Q Q� Q QYrrn7 � � II � � �� zM N� w WN L7 � � ro YQLM Yr') O_ N Yr) Q � O ao LO Of YM N �+1N Y WN ~ WN Z 2544 °° II wN Y ' m r m w u m 2544 Z Q 0 O(�= 0N W J m w> Of Q II w W II Ld 11 LLJ Q J m p z � o Of Z w > Lu 9w o > QJ 0 Q _j � > � C W O OJ 2541 2541 < FINISHED ROUND r-�( m -2.O0q -0.5 % 40% 0.60% -0.60% 0.43% 0.43% N -0.40% I u - - d 2538 2538 I I 0 1 I EXISTING GROUND I N 2535 I 1 2535 Ia I N o L - D a 0 0 N 2532 2532 3 w z z Y Z 3 EXISTING GROUND CENTERLINE ENGINEERING FINISH GROUND CENTERLINE 9233 WEST STATE STREET I.J..I 2529 2529 BOISE,IDAHO 83714 PHONE(208)639-6939 \ o kmengllp.com 0 00 O O OJ It r 00 � OCO � o I� CO O It O ra It C14Lu 00 cfl I, w ooi O coi co o (0 o � i Oi 0i � i D +) ooi 06 r 00 00 COOi 0) DESIGN BY: LCK w O O a a a a 0) 0) 0i 0) 0 � � V) N CA N Cq N Cq N 04 N 04 N N N CA N CA N N 0 N 04 N 0 N 04 N � N 0 N N N 04 N 04 N N N `n DRAWN BY: SRM/LCK � N N N N N N N N N N N N N N N N N N N N g CHECKED BY: LCK U o DATE: SEPTEMBER 2020 z h 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 PROJECT: 20-088 Lu Z 0 SHEET NO. Q 0 V W w O LL i d SHEET LEGEND 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �\CENSF STA., OFFSET SIDE 1� FINISHED GRADE SLOPE 9686 o 0 I SEE ROADWAY PLAN O8 Q SHEET C2.5 Q 40.10 POC +45.27, 18.001 Q BLOCK 1 ° SEEETE ROCD WAY PLAN GRADE BREAK ��jV �F K\NSF. 40.00 CL/INT/POC C7 24 26 41.89 LIP Z ° ° ° --- ---- - +63.67, 23.24'L SAWCUT LINE TOP TOP TOP +45.27, O.00' TOP TOP TOP TOP TOP TOP z Z - - z � 40.32 TOC 40.64 LIP N O TOE +76.81, 24.20'L 42.31 TOC 44jjo �l Tin TOE )E TOE TOE TOE TOE- O °° ^ _• °�39.93 POC 39.76 FL 40.63 LIP ° +14.45, 24.71'L +54.91, 27.58'L z f( V� +05.06, 18.001 +76.74, 17.211 +65.28, 24.651 r 12"Sp a 12"SD ° 41.34 PT 41.77 FL V ° \�P r e o'0E 40.40 PT TOE TOE- 40.96 PC� +36.40, 18.00'L +54.95, 19.46'L a CIVIL ACRONYMS 2 c14 +15.99, 18.00 L +43.40, 18.00'L ° 41.40 41.80 42.17 PC/GB TOP 00 ° < +50.00, 18.00'L 50.00, 18.00'L ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS N 40.31 CL PT 40.86 CL R3 +43.40, 18.00'L R ° 3 Q-TOP / -TOP TOP T+43.40, 0.00' 0 30 41.30 CL 25 41.70 CL / R3 ° FOLLOWS: v +15.99, 0.00' R42.07 CL GB ° ° ° ° ° O ° +50.00, 0.00' [/+-+50.00, 0.00' +43.58, 0.00' 3 0 w,76,, 1 0° ° 2 4� 6 a _° STA. - ROADWAY STATION FROM CENTERLINE 00 o ° ° ° ° ° �0� BLOCK 4 CL _ ROADWAY CENTERLINE o 0 0' ° ° 2 �° o o PC - POINT OF CURVATURE J ° `D PT POINT OF TANGENCY 1g 0 40% \��'9 I ���� �'�89 r �29 O9 ELE. - ELEVATION / 17+ 0.43% 0 1 W• GRAND RAPIDS DR. 0 1 0 0.61% \� Dwv 4 L - STATION OFFSET LEFT OS _ 00 N 18+00 \ 1�00 0.40% o f o \ g R - STATION OFFSET RIGHT G#j _ _ 20+00 N 21+00 N 0.40% 0.60% TBC - TOP BACK OF CURB ° 2 �R° o - I- - - I- - - 1 - ~ - �_ RIM - RIM OF STRUCTURE \ s O 0.43% S 0.40% b\ ° LIP - LIP OF GUTTER 39.83 CL/POC 1� No 1 O f- o oo N1b ^' MA - MATCH EXISTING � N 1 N N. ° °42.35 CL INT SW - SIDEWALK N, °° 40g / EP - EDGE OF PAVEMENT z +05.06, 0.00' R30' O• � 0, ° +89.99, 0.00' FL - FLOW LINE 39.93 PRC R ° O +05.06, 18.00'R o°< ° a 2 °°, ° s ° ° ° ° 0 38f TOC - TOP OF CONCRETE o ° ° < 2 ° r ° �Q HP - HIGH POINT N 3 e 40.40a PT ° ° 40.96 °• <° s ° ° CR - CURB RETURN > +15.99, 18.00'R m o +43.40, 18.00'R 41.06 CL/INT/GB 41.40 - 41.80 ° ° 42.17 PC/GB 3 R30 POC - POINT ON CURVE Lu ~ +89.99, 0.00' +50.00, 18.00'R +50.00, 18.00'R 1O 4% I o +43.58, 18.00'R INT - INTERSECTION 27 407 PRC o_0 5 18.00'R 41.16 GB 41.74 FL ° PRC - POINT OF REVERSE CURVE BLOCK 3 4Q / 39.66 FL v J +90.02, 18.00'R +54.95, 19.39'R ? SHEET NOTES +76.41, 18.90'R b 42.34 TOC 40.17 TOC 00/� +54.91, 27.49'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD O +76.39, 26.94'R M 41.84 LIPJ NOTES. +63.69, 23.1 VR B. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET SECTIONS. 28 N / 26 25 24 23 22 C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. SEE ROADWAY PLAN BLOCK 3 g SHEET C2.3 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. KEYNOTES W. GRAND RAPIDS D R. PLAN AND PROFILE 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 0 30 60 90 0 3 6 9 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC z Ln STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z J PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q EL (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) 0 J O AND SHALL BE COLORED 'TRAFFIC YELLOW. 2553 2553 > 0 z o p = LEI Q mQ Zz 0 M Lu _ � O � 2550 �Lq + 2550 z' ^ Cx/ 00 + N II Q Q 0 N 000 a L u - + II � � C14 a_ z ' Q LO 2547 o Y � N 2547 Lu II � � p ON w II w z o � No 0 Q � ZJ z Q z � w p ofw _ w Q ,finn O N W J w V 2544 � II Z w 2544 O w DC ~ J Z W 0 0.60% 0% _ v X 2541 F NISHED GROUN 0.4 2541 N N M / ° - 0 I E>ISTING GROUND Z 0 2538 0 2538 a N E z N w C7 a (n 0 Q 0 N 0 2535 2535 0 N O m 3 w EXISTING GROUND CENTERLINE Z Y 2532 FINISH GROUND CENTERLINE 2532 3 E N G I N E E R I N G o> O N ^ 9233 WEST STATE STR EET o 00 o I, (.0 QO00 O N c0 00 O ,n r 0) O 6 � N rML (0 LO 00 (0 0) N M L WN (0 r� to BOISE,IDAHO 83714 w 0) O OO O O O OO OO O O O O O Q O PHONE(208)639-6939 ` , n n n 3 `n ,n u u V � LO N N N n N N NN N04 N N gp.com o N N N N N NN NN NN NN N N N N N w 10 DESIGN BY: LCK O 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 DRAWN BY: SRM/LCK g CHECKED BY: LCK U 0 DATE: SEPTEMBER 2020 w u PROJECT: 20-088 / �''� z V 0 SHEET NO. Q 0 V W W 0 1 SHEET LEGEND SS�pNAL fNC 5 42.19 10 �ELE. & DESCRIPTION FINISHED GRADE ELEVATION CENS 149 /yam �� +60.45, 16.501 41.95 GB STA., OFFSET SIDE 42.27 CL +19.89, 116.501�p 01 +60.45, 0.00'R 42. 1.50% 16860 +30.02, 16.501FINISHED GRADE SLOPE J, 9/10/20 0 6 42.03 CL/GB 42.25 05y ° 3 +19.89, 0.00' +35.02, 16.501 ° ���9TF OF Z/ GRA42.28 PC DE BREAK +40.01, 16.501 Off° FAO 42.46 TOC 5 ti/� �9 2 ° +47.17, 27.001 ° BLOCK 4 - - SAWCUT LINE D ° �3X 42.41 42.71 2 OO ° m +55.01, 35.50'L +79.51, 35.50'L FL 42.10 FL +55.1 O O CIVIL ACRONYMS 42.19 +55.15, 27.00'L +60.45, 16.50'R +79.37, 27.00'L 1 DSO ° 42.47 TOC 7 s69° 9 o +87.35, 27.00'L ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 1 42.30 PC FOLLOWS: ° 3 7 +94.51, 16.50'L 42.42 POC 41.95 GB ° �, .6'' 4 ° 42.26 TOC +50.00, 16.50'L STA. - ROADWAY STATION FROM CENTERLINEuj o O 42.50 CL/POC ` `�- 7 CL - ROADWAY CENTERLINE o+19.89, 16.50'R �s � °� S +08.51, 22.71'L 6 +50.00, 0.00' PC - POINT OF CURVATURE BLOCK 1 42.19 PC ° 42.00 GB 09 41.70 FL � /1 PT - POINT OF TANGENCY +24.89, 16.50'R e ° +72.98, 16.50106 +08.51, 15.71'L ° �J ELE. - ELEVATION 42.1 1 ° 3 L - STATION OFFSET LEFT 1.32% 4 +17.01, 16.501 R - STATION OFFSET RIGHT R30' 7 p0 41.95 CL / TBC - TOP BACK OF CURB �XO �' ` RIM - RIM OF STRUCTURE / O +20.89, 0.00'R 42.00 POC 2 , LIP - LIP 41.89 LIP° o 4 41.83 +50.00, 16.501 i ?/ MA - MATCCH EXISTING +49.68, 26.27'R 42.35 CL/INT/GB p +50.00, 16.50'L O 42.08 CL/POC ,�, 1gk00 SW - SIDEWALK +72.98, 0.00' 0.64% 4 41.71 CL tk2 2 FL - EDGE- FLOW �NE PAVEMENT N OO eon° P +50.00, 0.00' +50.00, 0.00' �, 0�/ z 25 P �p� / O�1° 1 3 b �s�6 \oos •, ,` TOC - TOP OF CONCRETE �O 41.84 LIP °° eY , �f+ �QQ +96.04, 26.34'R. ° 41 HP - HIGH POINT _ Lu so. CR - CURB RETURN > 3 POC - POINT ON CURVE�O� / �oo� Lu ~ INT - INTERSECTION 41.68 FL �' 7 PRC - POINT OF REVERSE CURVE QUO +09.30, 17.97'R 42.42 POC (�9 / 42.26 TOC �!s �O +09.30, 26_12'R 2 �iy� 41.74 CL/PC � / +50.00, 16.50 R SHEET NOTES 42.08 PT SEE ROADWAY PLAN +20.89, 16 50 R �s S/p gO +66.84, 0.00' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD O SHEET C2.1 41.83 ° 3 x00�9/i� 40.79 CL/GB +66.8441.16.501 PC ��XO NOTES. +25.89, 16.50'R °, +58.62, 0.00' ° 42.00 POC 41.62 00/ P �� 40.92 GB 3 / +50.00, 16.50'R B. SECTIONS.ET C2.8 FOR TYPICAL ROADWAY STREET +50.00, 16.50'R o ti' +58.62, 16.50'L 28 (§� 08R 41.13 41.31 PT/GB C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. �.f �9 +10.66, 16.50'L d> oz +86.04, 16.501 2 34 %�G ° \ 40.94 PC/GB / sp, D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. ,O OAS +15.66, 16.501 \ E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 2 TOLERANCES WILL BE ALLOWED. O �p ° ROy 41.65 PC F. ALL STATION AND OFFSET LABELING RELATED TO EACH �co• G 3 +66.84, 16.50'R SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 7 O�jl/ �O� ALIGNMENT. 29 � 40.71 GB 6x0 100 33 G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. +58.62, 16.50'R D O �1 BLOCK 3 KEYNOTES ® w 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB AND GUTTER. J oe o� 41.02 CL/PC/GB O 41.40 CL/PT/GB r-1 LL 32 roe / +15.66, 0.00' ° +86.04, 0.00' 2. INSTALL E ROLLED CURB AND GUTTER PER ACHD 0 Of SUPPLEMENTAL STANDARD DRAWING SD-702. / roe 40.94 PC/GB p 41.31 PT/GB 0- +15.66, 16.50'R +86.04, 16.50'R 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z (/) ACHD SUPPLEMENTAL STANDARD DRAWING SD 709. Z Z z / woe 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES O J 30 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE J (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) \ AND SHALL BE COLORED 'TRAFFIC YELLOW'. /_ O Z p = W 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE Q PER ACHD SUPPLEMENTAL STANDARD DRAWING m Q 5 Lu N . SUNNY SIDE AVE ./ W. M I R M O N T E D R. PLAN AND PROFILE SD-1 132A. BARRICADES SHALL HAVE THICKENED EDGE Q w ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE \ 0 30 60 90 0 3 6 9 DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. Z / O Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD O Q SUPPLEMENTAL STANDARD DRAWING SD-1132B. p[ BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. _ C PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO G 2553 2553 BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Lu7. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. O QLu 8. INSTALL 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL Z Q o 00 STANDARD DRAWING SD-708. Q Lu + 6 r- W Q Q 2550 N 2550 9. INSTALL ASPHALT DRIVEWAY TO MATCH ROAD SECTION II + M WITHIN RIGHT-OF-WAY. to N Q r II ui + Q z NN II QUn + z d W ur)N N O N N II ( ] L� X 2547 m II a ul w N II Q N W . 2547 v Z o�txj ry Q m w II Y � wN o a J Ym ma Ln Ow �, o Q < W N W J � w7 W m II z Caw II w II Q �j o a�, X 0 2544 cy-;w " w 2544 9 a z o -0. 0% 0.60 ° INISHED GROUN 0. 2% a o - - - - - Q - - - - - - - - - - - - - - - - -0.8 1) 3%2541 2541 a 0 0 N O m O 3 z z 2538 2538 S ORM SYSTEM E N G I N E E R I N G 3 9233 WEST STATE STREET o BOISE,IDAHO 83714 W 'a PHONE(208)639-6939 \ o EXISTING GROUND CENTERLINE kmengllp.com o FINISH GROUND CENTERLINE W 10 2535 2535 DESIGN BY: LCK DRAWN BY: SRM/LCK z ga r7 O O N O 0 O 04 00 OOpO r rN t0 0rn 0 rn M N rn O O O N V) V) It Lo Lq N cDO O O . n N N o0 N 00 CHECKEDBY: LCK N N N O 't O _ N N N N N O ,r, `� Ln 'n 'n It� 'n `� 'n Ln 'n �n `n Ln 'n � 'n � 'n � 'n � `n � 0 `n LO `n u, `n u, � It V) `n u, `n Lo N V) `n � DATE: SEPTEMBER 2020 N N N N N N N N Ln N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N W PROJECT: 20-088 z SHEET NO. Q a 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 C2. W O 0 0 s L.L SHEET LEGEND F,SS\pNAL fNC 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION p� ��CENSE-0 a V-1 STA., OFFSET SIDE 860 -TOP a �2so e 1 FINISHED GRADE SLOPE 9/10/20 BLOCK 4 2 O Q I `o BLOCK 3 Q / `!�9 Pao v O 41.93 LIP z r -TOE 12 O GRADE BREAK �C',�, lF OF \�O +17.99, 24.66'L ca o O ° C. KEN 42.55 TOC O 40.47 LIP / > ,N- SEE ROADWAY PLAN uj ° O4 +06.10, 26.08'L z SEE ROADWAY PLAN SHEET C2.6 +52.21, 24.331 �' SEE ROADWAY PLAN - ---- ---- - SAWCUT LINE 42.06 FL �o SHEET C2.7 40.92 TOC SHEET C2.1 +06.15, 17.96'L 6 w +64.16, 25.891 42.70 PRC 40.32 FL 39.87 TOC 1 +94.65, 16.50'L 301 +64.1 1, 17.81'L +81.42, 25.22'L _ 42.52 POC a�� 40.72 PT 39.26 FL ° a°y CIVIL ACRONYMS 42.79 POC/GB +89.83, 16.50'L �d01- I +75.29, 16.501 +81.46, 17.281 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +36.58, 16.50'L R30': 42.60 CL/POC/GB R30 40.56 CL 39.68 PC/GB FOLLOWS: o ° 5 +77.77, 0.00' +71.75, 16.50'L 5 R30' o u, � 42.87 CL/POC/GB +89.83, 0.00' _5 0° 13 � ,° v 91 +36.58, 0.00' o cos\ �> ° 4 I o \ STA. - ROADWAY STATION FROM CENTERLINE Lu o N o ° o o CL - ROADWAY CENTERLINE o ° ° 00 to `1° P m m PC - POINT OF CURVATURE 4 ° r N 42.34 CL/INT 41.08 CL INT ° `off° r- 00 O� I IPT ° ��° •�j +42.59, 0.00' / ^4>,/ 0� 40.00 CL/INT ELE. - ELOEVATION TANGENCY 0 2 '5 pd 9 +30.01, 0.00' / 65q N. CORALINDA AVE. 10 N I 1 00 +16.62, 0.00' L - STATION OFFSET LEFT 0.50% I 21+00 0.50% 10 0 1 1+00 1.07% 1 Q0 "S� R - STATION OFFSET RIGHT TE pR. 3 0.42% N 1.07% �i �RMON - e° v y RIM - RIM OF STRUCTURE 1.00%UaSD TBC - TOP BACK OF CURB M o+oo 0 o W 2�- 2 3 ���° P CLCO j�9 % 1 0 I v X1 LIP - LIP OF GUTTER 7. MA - MATCH EXISTING °a 3 >9 �� SW - SIDEWALK r, o EP - EDGE OF PAVEMENT N 0 " o P I 0, 4 ° o ��9 FL - FLOW LINE O o° °° a0 �0 m TOC _ TOP OF CONCRETE s ° d 5 40.69 PT ° 39.55 CL GB R HP HIGH POINT cn 4 42.52 POC 5 ° R30 ° c� / 5 CR _ CURB RETURN > 042.79 POC/GB +89.16, 16.50'R R30 40.42 FL I_� >° ° +77.77, 16.50'R m C) +71.75, 0.00' POC POINT ON CURVE Lu ~ /1 42.58 CL PT I _ 39.68 PC/GB INT - INTERSECTION l +36.58, 16.50'R / +71.75, 16.50'R �] rn W 00 +94.48, 0.00' Q/ O +64.10, 18.91'R-� o o w 42.70 PCC `� 14 41.05 TOC 39.34 FL �, PRC - POINT OF REVERSE CURVE - n o ° +64.16, 27.26'R +81.46, 17.28 R SHEET NOTES r +94.51, 16.50'R - 0 \ � 40.69 LIP � 0 39.92 TOC o0 O 42.06 FL / +52.69, 26.63'R co "� ° A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +81.42, 25.22'R NOTES. 42.55 TOC +06.10, 26.20'R 26 B. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET 41.93 LIP 27 RR -A \ SECTIONS. BLOCK 3 O 37 +18.08, 25.02'R \ C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. o I � z O38 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. 36 BLOCK 3 a° �' g° o E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. W. M I RMONTE DR. PLAN AND PROFILE N . CORALI N DA AVE . PLAN AND PROFILE 2. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB AND GUTTER. O 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 3. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z U0 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SUPPLEMENTAL STANDARD DRAWING SD-702. z w w 4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Q J J ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O J w 0- 0 0 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC IY STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES \ a- PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES /_ O 2553 2553 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q = W z z (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. m Q Q Q D M w z z Q aCL 2550 2550 c~ Q w w 2553 2553 0 _ M Es a- Q Lu + N Q 00 Lu - z o M � II + w O z 2550 0 2550 2547 N 2547 Q Z z II N ON I go O a u uo 0 o D U w � Q Y NM ui � 0� N z 2547 m 2 N 2547 2544 Z w ul N � 2544 DC II ww Q uj Q II w Zw D w � w ~ J v Cf Z W X 2544 FINISHED GRo ND 2544 2541 FINI HED GROUND 2541 Z -1.07Z Z 1.00% 0.42% -0.50% U 0 9 - - - - - 2538 - - - - - - - - - - 2538 w 2541 EXISTING GROUND 2541 gEXISTING GROUND a u 0 r STORM SYSTEM 0 2538 N 2535 2535 2538 3 w z z Y Z EXISTING GROUND CENTERLINE = EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE E N G I N E E R I N G 3 FINISH GROUND CENTERLINE 2532 2532 2535 2535 9233 WEST STATE STREET LJJ o BOISE,IDAHO 83714 o o M M PHONE(208)639 6 939a 0 ' `° `r o `� o ao 00 `� N 0) `n ()R \ 00o 00 00 00 rn rn o 00 (5 co gp. a � to N o to o r7 0 M o O w LO N N N NN N DESIGN BY:ul N N N N N LCK N N N NN NN Cq NN N N N DRAWN BY: SRM/LCK g 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 CHECKED BY: LCK U 0 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 DATE: SEPTEMBER 2020 Lu PROJECT: 20-088 z g SHEET NO. Q 0 V W W O ILL i d SHEET LEGEND SS�pNAL fNC 39.88 , 0.00' / 39.8 LIP / �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �� CENS +31.50, 0.00' +55.88, 24.911 STA., OFFSET SIDE 40.11 TOC +67.70, 26.231 1.50% FINISHED GRADE SLOPE 16860 0 O 39.66 FL O5 O6 O8 J, 9/10/20 0 'L R30' +67.39, 18.19 4 1 14% °4 40.37 PT O GRADE BREAK OF �Q) ° +79.50, 16.501 O �/�/ C, QUO V ° 40.19 �Q 1� � +84.50, 16.501 - ---- ---- - SAWCUT LINE �O x `ss o 40.37 PC Cn +08.59, 16.5o01 41.84 1 h 40.73 POC +81.42, 16.50'L ° 3 M� +56.32, 16.50'L 41.09 PT/GB 41.27 41.67 PC 41.58 FL CIVIL ACRONYMS ' �Sq �S9 +04.04, 16.50'L +50.00, 16.50'L +50.01, 16.50'L +83.58, 15.67'L SEE ROADWAY SHEET C2.0 �O. 0$� h��e 1 ��x0 40.81 CL/POC 41.17 CL/PT/GB 41.35 CL 41.75 CL/PC/GB o 42.02 SW ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 2sp +04.04, 0.00' +50.00, 0.00' +50.01, 0.00' �' +84.50, 24.501 FOLLOWS: / 4 ° 2 ° o ° ° p , 3 ° e° Lu 1_� STA. - ROADWAY STATION FROM CENTERLINE °8 LIP ° ° ° CL - ROADWAY CENTERLINE o °° ° 10 ° PC - POINT OF CURVATURE 39.4 L +55.99, 25.4 LIP PT - POINT OF TANGENCY / 40.10 TOC 0.;5,-. 01 N. CORALINDA AVE. 2 0 ° ELE. - ELEVATION +67.70, 26.55'R 12+0 0�� 0 13+00 040 O 549 �1, , L - STATION OFFSET LEFT 39.66 FL ° 3 - - - - _ �� q%, 42.09 SW R - STATION OFFSET RIGHT °+67.66, 18.33'R N ° +97.96, 24.501 TBC - TOP BACK OF CURB 40.37 PT o q � 2 O 41.66 FL RIM - RIM OF STRUCTURE +80.10, 16.50'R N LIP - LIP OF GUTTER d oL 1 40.20 h� 0+98.87, 15.67'L MA - MATCH EXISTING 41.95 SW - SIDEWALK N o +01.03, 16.50'L EP - EDGE OF PAVEMENT z +85.10, 16.50'R 1b 40.73 POC ° 40.37 PC � +56.32, 16.50'R ` ° ° ° 3 O 11 FL - FLOW LINE / +08.59, 16.50'R 41.09 PT/GB ° 41.27 c> 41.67 PC/GB TOC - TOP OF CONCRETE O cn 40.46 CL PC m HP - HIGH POINT _ o~ o / +04.04, 16.50'R +50.00, 16.50'R � +50.06, 16.50'R � 0 CR - CURB RETURN > a +08.59, 0.00' I � �� 42.09 PT � +28.65, 16.501 POC - POINT ON CURVE LuL - m 1 0 �� INT - INTERSECTION 0 1 PRC - POINT OF REVERSE CURVE J So .09 PT o +28.654 16 50'R SHEET NOTES p0 g gO M 42.18 CL/PT A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +28.65, 0.00' - NOTES. o o O I B. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET u 3 2 2 3 SECTIONS. 10 11 12 O 2.00% 2.00% 12 C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. v~i D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z BLOCK 2 a "' f E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO a TOLERANCES WILL BE ALLOWED. Q o IRR O + F. ALL STATION AND OFFSET LABELING RELATED TO EACH _ SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 42.70 CL ALIGNMENT. 42.61 °> +25.00, 0.00'R +25.00, 16.50'R 42.61 G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. +25.00, 16.501 13 KEYNOTES MATCH LINE - 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND J GUTTER TO 3" ROLLED CURB AND GUTTER. _ r-1 � 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SEESHEET C2 . 5 SUPPLEMENTAL STANDARD DRAWING SD-702. 0 Of N . C O RA L I N DA AVE ./ W. T H O R N A P P L E ST. PLAN AND PROFILE 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z o ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z Z z 0 30 60 90 0 3 6 9 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES O J z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE J (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) \ AND SHALL BE COLORED 'TRAFFIC YELLOW'. /_ O z 2553 2553 5. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK M Lu CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED m Q 5 Lu AGGREGATE. Q Lu 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD a� � SUPPLEMENTAL STANDARD DRAWING SD-710. z O < 2550 2550 IQ Q O o _ o N II Lu + II (n � O Q w 2547 Y :T 2547 z Q II N Q Q 00 w C m Q dap � N w II Lu p ZM m II Q �j O z Ld ON O > W 2544 w II w 2544 Q� w zw U m FINISHED GROUND 0.54% z N _ - 0.40% 2541 2541 0.75% w 0 0 a z 0 2538 2538 a Q 0 D a 0 0 N 2535 2535 3 w z z Y Z g EXISTING GROUND CENTERLINE ENGINEERING FINISH GROUND CENTERLINE 9233 WEST STATE STREET 2532 2532 BOISE,IDAHO 83714 Lu PHONE(208)639-6939 \ I� kmengllp.com p LO N m co O N Lu N rM (0 (D I- 00 O O� N °o0 o0 o 0 � DESIGN BY: LCK � V) � 0 0 N LO N w M � 0 �m V L NLO N LO U1 N N N N N N N N C14 N 04 NN N N N N N N N DRAWN BY: SRM/LCK g CHECKED BY: LCK U o DATE: SEPTEMBER 2020 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 Lu PROJECT: 20-088 / �''� z V g SHEET NO. Q 0 V W w 0C2.4 SHEET LEGEND ASS\pN AL £- BLOCK 1 18 20 21 23 24 DESCRIPTION FINISHED GRADE ELEVATION EN STA., OFFSET SIDE S � � 19 22 1.50% FINISHED GRADE SLOPE 16860 40.64 LIP 9/10/20 �o +55.54, 24.51'L �0 9TF OF \OP 41.08 TOC GRADE BREAK C. +43.63, 25.99'L 42.19 40- FL +74.50, 16.51'L +43.67, 17.89'L - ---- ---- - SAWCUT LINE 41.5. FL 42.01 PC/GB 41.83 41.41 40.99 40.90 PC +72.31, 15.68'L +07.17, 16.50'L +50.00, 16.50'L +50.00, 16.50'L +50.00, 16.50'L +32.29, 16.50'L 42.36 SW 42.09 CL/PT/GB 41.91 CL 41.49 CL 41.07 CL 40.66 GB R30' +71.39, 24.51'L +07.09, 0.00' +50.00, 0.00'R +50.00, 0.00'R +50.00, 0.00'R +27.29, 16.501 4 �° CIVIL ACRONYMS 3 ° ° ° ° ° s ° 3 o ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS `� FOLLOWS: 0o 7 ° � s ° 41.06 CL INT u, b` N. MORNING STAR AVE. b` p 60� ° / STA. - ROADWAY STATION FROM CENTERLINE a o 2 0 2 0 1 +80.21, 0.00' CL - ROADWAY CENTERLINE o 42.44 SW ° ° A 00 0.42% 18+00 0.42% 19+00 0 20+00 0.42% fig\ PC - POINT OF CURVATURE +57.92, 24.49'L ° °° 8 17+ N N y �i y o 0.60% - - - - - - _ �� - PT - POINT OF TANGENCY 42.01 FL � b� L� b� ELE. - ELEVATION +57.02, 15.68'L ° °O ° o 2 0 2 00 1 p S8q ��LOL - STATION OFFSET LEFT 42.29 / O R - STATION OFFSET R GHT +54.83, 16.511 �� / TBC - TOP BACK OF CURB h RIM - RIM OF STRUCTURE o� 0 ° LIP - LIP OF GUTTER 15 R66 4j, ° ° ' 3 a 3 ° 00 Q MA - MATCH EXISTING 0 ° 42.01° PC GB ° 40.99a 40.74 CL/GB GB ° os SW - SIDEWALK / 41.83 0 41.41 / EP - EDGE OF PAVEMENT N +06.98, 16.50'R +50.00, 16.50'R °�° 00 +50.00, 16.50'R +50.00, 16.50'R +27.29, 0.00' 4 Rap z 42.44 PC/GB '�'� I � FL - FLOW LINE +28.57, 16.50'L `3Q o I 40.66 GB TOC - TOP OF CONCRETE �- o +27.1 1, 16.50'R SEE ROADWAY PLAN g I u , HP - HIGH POINT N_ I 40.90 PC CR - CURB RETURN > tj b� SHEET C2.1 �u N o c� +32.11, 16.50'RE POC - POINT ON CURVE - ao ° 42.43 PC/GB o �' a +28.76, 16.50'R co 0 40.49 FL ao INT - INTERSECTION +43.67, 17.96'R ~ PRC - POINT OF REVERSE CURVE z ° 42.52 CL/PC/GB 41.08 TOC = o `° +28.s5, o.00' SHEET NOTES p o +43.63, 26.08'R + I 40.63 LIP ° o A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ~ o+55.50, 24.66'R o Ln NOTES. I ° 3 2 2 3 w � ° B. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET W 0 SECTIONS. 2.00% 2.00% y BLOCK 2 o z C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. d ~ d Q ° O 42.83 CL/GB ~ � ° � �42.75 GB ° o +50.00, 0.00'R o D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. +50.00, 16.501 D4 f 42.75 GB ~ � +50.00, 16.50'R I E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO "" o o TOLERANCES WILL BE ALLOWED. CL ~ ° F. ALL STATION AND OFFSET LABELING RELATED TO EACH � � ° SPOT ELEVATIONS ARE REFERENCED TO THE ROAD o a o ALIGNMENT. w L I mL G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. MATCH LINE - KEYNOTES ® Lu SEE SHEET C2 .4 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB AND GUTTER. LL r-1 CC 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. O Q W. T H O R N A P P L E ST./ N . MORNING STAR AVE . PLAN AND PROFILE 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z Q 0 30 60 90 0 3 6 9 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC z Z Q z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES O J Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) \ zLj AND SHALL BE COLORED 'TRAFFIC YELLOW'. /- O 5. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK C = W Q CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED m Q Q AGGREGATE. Q W 2553 2553 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD N SUPPLEMENTAL STANDARD DRAWING SD-710. z O Z Q Q = - 0 LO + co - 2550 + 0 2550 w II N o Q z 00 II Nro aN II N + z Y � N(V o O N a `n Y � N II W 2547 m N N YLr. II 0 2547 O o > ,,, II m c~n � z � pC Q � w �� w II Y6 oN Q z of L caw Of ON w II 0m N II w 0 v = X 2544 w Z w 2544 N w U z -0. 0% Q I -0.54% FINISHED GROUND I - - - - - - - - - - - - - -0.42% - 0 2541 I 0 60% 2541 z I� 0 a 0 Q u 2538 A2538 a 0 0 N O 0 m N 3 N z Z 2535 2535 g E N G I N E E R I N G 9233 WEST STATE STREET o BOISE,IDAHO 83714 L u 3 PHONE(208)639-6939 \ o EXISTING GROUND CENTERLINE kmengllp.com I.J..I o FINISH GROUND CENTERLINE 10 2532 2532 DESIGN BY: LCK OC DRAWN BY: SRM/LCK (� z O) N N LO 0 r- cp � o r 0 r N r r cp r N N N r 00 o O O) N pp N r 0 V g r r CO . It 00 o O) 00 I� �_ �_ • 0) 00 0 o o 0 0 �_ CHECKED BY: LCK oIt It ' I �6 It z `n ,n `n `n ,n 'n ,n � ,n L � ,n 0 0 u� 0 u� `n �n `n �n `n �n �n Ln un �n `� LO LO ,n LO ,n V) ul V � DATE: SEPTEMBER 2020 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N w PROJECT: 20-088 r n SHEET NO. Q 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 5 SHEET LEGEND SS�pN AL f NC ° I 10--�ELE. & DESCRIPTION FINISHED GRADE ELEVATION p�� \,\CENSE-D STA., OFFSET SIDE 4O 1.50% FINISHED GRADE SLOPE 860 IR ° ° R J1 9/10/20 0 Q ° O 27 GRADE BREAK 0ti��N �F 38.73 POC O ° 4 +54.33, 48.83'L - ---- ---- - SAWCUT LINE s 6 ° �° 2 39.70 CL/GB ,° +54.33, 0.00' SEE ROADWAY PLAN 70 °,/ / Q SHEET C2.3 23 CIVIL ACRONYMS / ° 38.54 PRC O o 24 +95.73, 25.89'L z ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 39.03 POC ° �•89g 38.45 PT/GB J 25 22 FOLLOWS: OO 0 ° 26 40.48 POC STA. - ROADWAY STATION FROM CENTERLINELu +05.50, 0.00' � ° +12.69, 16.50'L ° °° +76.25, 48.83'L CL - ROADWAY CENTERLINE o 38.53 CL/GB +12.69, 0.00' 40.47 LIP u ' ° 4 ° PC - POINT OF CURVATURE 2.0 38.85 PC +67.66, 22.84'L z 41.59 CL/GB 0 0g 912p +56.44, 16.50'L +76.24, 0.00' PT - POINT OF TANGENCY m 40.79 PC ELE. - ELEVATION 40.30 PRC 77X00 38.93 CL/PC o +46.12, 16.50'L 40.69 LIP +31.14, 30.37'L ° 2 04� 40.82 POC L - STATION OFFSET LEFT �° +56.44, 0.00' 9, R - STATION OFFSET RIGHT 40.54 GB +18.61, 21.96'L h� ° TBC - TOP BACK OF CURB Ft�a S� B N 919 3 MM +41.12, 16.50'L 40.78 PT °° ° +25.08, 0.00'�� ~° o° ° 40.40 PT °° +39.15, 16.50'L r, ��, RIM - RIM OF STRUCTURE 40.36 .90, PC/GB cP p LIP - LIP OF GUTTER cV 39.63 POC +26.59, 16.50'L 40.78 s �O MA - MATCH EXISTING +50.00, 16.50'L +02.90, 16.50'L +41.52, 16.50'L 40.49 CL PT �° +44.15, 16.50'L d�1'Ik o SW - SIDEWALK TOP ° ° +26.59, 0.00' o �'� +50.00, 0.00' Z 1OP o, / `� 40.44 CL XQ 8 EP - EDGE OF PAVEMENT Ln _ N �( ° R4a 83' l� FL - FLOW LINE O TOE 4 ° ° 3 ° .4 L° ° ° ° 3 ° ° TOC - TOP OF CONCRETE TOE_ A 38.73 POC 2�00 R30' I �° ° HP - HIGH POINT N_ JOE ° 2 �� �� 1$5 V° so CR - CURB RETURN > Uj JOE- TOP +54.33, 48.83'R ° �% �� �° 0.� '�'� � �t POC - POINT ON CURVE � ~ w40g ° ° 0' �,��s 0 INT - INTERSECTION _TOPS 38.54 PRC o 0 �° �`' o E. MIRMONTE CT. b` / �s"sD 38.85 PC cv 13+00 2 0.91% 1 1 0.40% 0 2 s PRC - POINT OF REVERSE CURVE +95.73, 25.89'R 3 ° ° -� �- - r 1 +00 y N 15+00 N 0�% 16+0 16„s SHEET NOTES +56.44, 16.50'R 38.45 PT/GB - - - - - +12.68, 16.50'R o i 0.91% 0.40% (� ° c�i 2 r 05 0 2 o OO °'�° °° ° °°° ° A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD N N ° ° ° 21 ° NOTES. 2 ° 39.71 CL/POC ° ° ° ° ° ° ° ° B. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET SECTIONS. +41.52, 0.00' s 3 ° ° ° ° ° ° ° °° 40.57 POC 3 °° °° ° ° 4 +76.25, 48.83'R O 39.63 POC +41.52, 16.50'R 40.40 PT_j 41.08 CL/INT/GB 40.89 40.36j 40.23 CL/GB C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. +26.59 1 F -n'R +91.39, 0.00' +39.15, 0.00' m o +50.00, 16.50'R +02.90, 0.00' 40.62 CL/GB W 40.15 GB D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. +41.12, 0.00' 41.00 GB 40.80 I °+U.O°+ GB +91.39, 16.50'R +39.15, 16.50'R +02.90, 16.50'R E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +41.12, 16.50'R J J 46.29 PC TOLERANCES WILL BE ALLOWED. v +29.01, 20.31'R 0 40.36 PRC F. ALL STATION AND OFFSET LABELING RELATED TO EACH +40.80, 28.84'R SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. 10 G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. 11 18 ° 12 13 14 15 16 17 KEYNOTES BLOCK 3 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB AND GUTTER. r-1 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. 0 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z Ln ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z E . M I R M O N T E CT. PLAN AND PROFILE 4. INSTALL ATTACHED CONCRETE SIDEWALK PER ACHD z a W SUPPLEMENTAL STANDARD DRAWING SD-709. O J J LL 0 30 60 90 0 3 6 9 (/') O 5. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK _ � CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' AGGREGATE. > O z C _ Lu z mQ � Q 2553 2553 w Z � z o � Q Q � � w p 2550 N 2550 z + o DC w O + 0) `° O � Q � M + II z c� + II Q � G 2547 o o ' 'I 2547 ro-O w Q w � 04 U) O II Z � �� � N (n � Q O O NU)O m Y ` II N0 I W II QLn o >II � N Q Q N Y I•M W N Q W 0] N� WN M Of H� 0] 0 W W II D 2544 Y m 6 Z w W II Q 2544 m W W N U) � J O N m Q `" 0 W W II mw II Q Zj > 0 W W J w 2541 rl:)nl HIMW g5% -2'o0q 2541 0 - - a 0.91% - - - - 1.89 ,009; J / 2538 - - - - - - - - - - - - 2538 0 - - - - a41- - - - - - - - - - - - o - - - - - - - o - - - - - - EXISTING G OLIND STORM SYSTEM 0 3 w 2535 2535 Z Y Z g E N G I N E E R I N G 9233 WEST STATE STREET 3 w EXISTING GROUND CENTERLINE BOISE,IDAHO 83714 a PHONE(208)639-6939 \ FINISH GROUND CENTERLINE 2532 2532 kmengllp.com w 0 10 DESIGN BY: LCK 9 0 N z3 Cr7O N M oN 0) N00 c0 n O N00 nN ON IN- O 00 (0 N O 00 � N 00 00 O O 2 N � In In In C0 r- 00 O O O O a�o DRAWN BY: SRM/LCKo co o n o n c0 00 � 0o o 00 � . n `t 0 N n o CO Cd � r- 6 r- o o r, o r- 6 00 6 I0 0 • 00 6 0 0 0 0 0 6 ton 7 7 7 to 7 M 7 CHECKED BY: LCKn 70 0 In I n I I I In In In n LC) In n N N N N N N N N z N N NN NN NN N NN N N NN N NN N N N N N N N N N rU DATE: SEPTEMBER 2020 w PROJECT: 20-088 Z 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 SHEET NO. o Q 0 V W W O LL i d SHEET LEGEND SS\pN AL f NC aF� � �ELE. & DESCRIPTION FINISHED GRADE ELEVATION EN STA., OFFSET SIDE 1 ,0A .50% FINISHED GRADE SLOPE 16860 \ q\ \ \ \ o "O 9/10/20 \ oq � of \\ \ GRADE BREAK OF �lv� C. KEN o <^ \ ^-� A 1 I BLOCKS z O - ---- ---- - SAWCUT LINE v o o I m 2 off ' m / -n m I s SEE ROADWAY PLAN I 37 O SHEET C2.3 � m I CIVIL ACRONYMS I o o n" 41.93 LIP ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS I 41.93 LIP FOLLOWS: � I � +90.84, 24.521E m -� +40.52, 24.611E m m o 42.21 PC/GB 42.80 D4 u, � v 42.20 GB STA. - ROADWAY STATION FROM CENTERLINE +66.88, 17.811E +25.00, 18.001E a � +62.36, 18.001E CL - ROADWAY CENTERLINE o ° m "� 42.10 CL/POC/GB O 42.71 CL 3 PC - POINT OF CURVATURE 0 I RR +67.81, 0.00' a 42.11 CL/GB +25.00, 0.00' PT - POINT OF TANGENCY 'R m 42.28 CL/PC R 2 43.20 R30' g0' +62.36, 0.00' ELE. - ELEVATION ° _ STATION OFFSET LEFT I I +52.77, 0.00' ^�\° � +65.85, 18.001E R - STATION OFFSET RIGHT o- 2 �s TBC - TOP BACK OF CURB �I 43.39 RIM - RIM OF STRUCTURE I \ +70.31, 18.00'L I �° 0.6 1 LIP - LIP OF GUTTER 43.10 CL ° �'�8 �^ Og 0 0.96% +65.85, 0.00' MA - MATCH EXISTING 0.96% 29+00 N �- SW - SIDEWALK o I I I 1.23% N. TORBIN WAY o 1 r _ _ EP - EDGE OF PAVEMENT N I m I 43.30 CL I 27+00 r N 1.23% 28+00 i 4 FL - FLOW LINE z o S to o TOC - TOP OF CONCRETE +70.10, 0.00' - 0.50% 1 N 1 HP - HIGH POINT N I i I CDor so CR - CURB RETURN w I 43.40 I N 1 43.20 POC - POINT ON CURVE Lu EG +65.85, 18.00'R INT - INTERSECTION 2 PRC - POINT OF REVERSE CURVE I I 5 o ° .o ° �T P , Top° 42.so SHEET NOTES I 3 °Q oo c,a +25.00, 18.00'R A 42.38 PC 42.18 CL/PT 42.34 CL/INT/GB o +15.86, 0.00' U! A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o � +84.00, 0.00' TOE m � I� +52.77, 18.00'R o0 42.43 GB n n NOTES. m 43.33 42.19 POC/GB o 42.28 PT I I -� o +15.86, 18.00'R o B. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET o +74.97, 18.00'R ,--+67.81, 18.00'R +84.00, 18.00'R o o 0 0 43.02 42.20 GB o 1 1 m SECTIONS. REFER TO N. TORBIN WAY 42.80 FLI r +62.36, 18.00'R '- -� 0 +00.97, 18.00'R op o o +80.97, 17.50'R I y - n C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. BRIDGE - ROADWAY AND m 42.63 FL _ \ \ o UTILITY PLANS m 43.42 SW / +94.97, 17.50'R D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z I I o +80II.97, 26.00'R1 3.25 SW - _ \� �°,� LTOE 4 1 y 3.25- 26.00'R E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 97,i \ \ TOP TOP TOLERANCES WILL BE ALLOWED. 0 / \� \, F. OFFSET LABELING LTD TO EACH SPOT ELEVATIONS ARE REF REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD N . TORBIN WAY PLAN AND PROFILE SUPPLEMENTAL STANDARD DRAWING SD-701. rl 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER 0 30 60 90 0 3 6 9 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O Illm Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 3. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE z Ln PER ACHD SUPPLEMENTAL STANDARD DRAWING Z SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE Q W DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. O J J 4. INSTALL TERMINUS BARRICADE TYPE III PER ACHD _ SUPPLEMENTAL STANDARD DRAWING SD-1132B. \ O BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM / Z 0- WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO = W BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. m Q z 5. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD C) W Q SUPPLEMENTAL STANDARD DRAWING SD-710. > z 2553 2553 Z O a w Q � Q Oq Ln = oc 2550 + � N 2550 w m O Q N N � O Z O II II II N a � zV)O (/7 N (nui N N w N W 2547 LN 9N Y � m u 2547 m N II m -j w II � > II c� LLI LdC 0 > o OfJ Zw ofJ CAW Dui v v N 2544 2544 m Z FINISHED GROUND 0 1.23� - 0. 0% -0.50% a 2541 - - - - 2541 EXISTING ROUND o O STORM SYSTEM a 0 Q 0 0 D 0 2538 2538 N O ti tT 3 w Y EXISTING GROUND CENTERLINE 1(m z 2535 FINISH GROUND CENTERLINE 2535 g E N G I N E E R I N G 9233 WEST STATE STREET o PO co rn N N r r� 00 co L BOISE,IDAHO 83714 L.0 o C i � N PHONE(208)639-6939 c � kmengllp.com \ It n 0 � , o N N N N � N � W N N N N N NN N N 10 DESIGN BY: LCK O DRAWN BY: SRM/LCK g 27+00 27+30 27+60 27+90 28+20 28+50 28+80 29+10 29+40 29+70 CHECKED BY: LCK U o DATE: SEPTEMBER 2020 w u PROJECT: 20-088 z 0 SHEET NO. Q 0 V W W O LL i d SHEET LEGEND / v 41.5t MA SS\ONAL fNC - +68.50, 11.55'R 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \OENSF10 41.8t MA - _ STA., OFFSET SIDE 42.Ot MA C +48.04, 13.33'RA +44.87, 12.42'R , 12. MA 38.06 CL 38.58 CL 40.9t MA +07.87, 12.04'R 41.6t MA 1.50% FINISHED GRADE SLOPE 860 \ 38.13 CL -+33.43, 0.00' 38.28 CL -+20.23, 0.00' 38.69 CL +50.00, 14.19'R +47.76, 11.71'R � 7 J,�9 9/10/20 Pao v 42.0t MA GRADE BREAK C',S, F OF +88.50, 0.00' 37.9f MA +83.43, 0.00' 38.3t MA +33.43, 0.00' 40.6t MA 41.8t MA +71.93, 13.07'R 41.8f MA �� �N 38.1 t MA +33.42, 16.74'R 38.Of MA +20.23, 16.45'R 38.4t MA - - 38.9t MA - - - - - - - - - N C. 1� 39.9f MA_ - - - +26.24, 14.44'R +15.84, 13.58'R _ _ _ _ _ - - - +59.41, 12.31'R- +88.50, 16.78'R- 43+00 _ - - - _+83.42, 16.66'R - 4+00 . - - - +33.57, 16.38'R +83.42, 15.83'R N +68.25, 14.95'R 600 - - - - - - - - - - - - �4T+U0- - - - - 48+00 49+0 - ---- ---- - SAWCUT LINE N. 13MCK CAT RD. 1 1 0.33% 0.27% 0.79% 1.32% - --- 0.59% 0.31% 0.06% - - 0.45% Z - d3- --�-�- --- f-- - - ---- ---- --L- - -� J -- --- -- o ---�-- --- - d3 d3 d3 \ l 03 41.5t MA col ��- - - - - - - - -��o- - - - - - o _ - �; t - - - - - - _ - - CIVIL ACRONYMS o �3 �3 - - 93 - - 3 - - - -J3 - - J3 93 J3 - - - - - - _ - - - - - - +68.52, 13.58'R 382 . MA AEG- EGA EP `V 0.96% N �1.23% 3 9 1 o \ 9 �- 3 �� 3��� 5 41.49 EP �3p1� ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS �+88.49, 20.96'R EG�EG-EGEP EP EP�EP �� o ��� y'j/ 3d3 f3��3 +47.76, 17.00'R FOLLOWS: 7 G EG E EG N \ f � I w t (8� ° 0 6 ° ° 8 STA. - ROADWAY STATION FROM CENTERLINE � 2 x�p �° a 2 39.78 FL ° e 2 ° CL - ROADWAY CENTERLINE o +79.15, 30.23'R° ° m PC - POINT OF CURVATURE m 37.73 EP/GB ° o ° ° ,, ° 2 ° ° o ° ° /` 2 ° 40.55 EP/GB ° > 41.85 EP/GB ° 41.70 EP/GB 41.67 EP/GB PT - POINT OF TANGENCY +33.42, 25.41'R 37.77 EP/GB +49.88, 31.64 R +72.00, 19.42'R +59.43, 17.00'R +07.86, 17.00'R ELE. - ELEVATION 35.67 FL +83.42, 30.36'R 37.98 EP/GB °38.56 EP/GB 38.48 FL 41.78 SW 39.64 FL 39.61 FL L - STATION OFFSET LEFT +33.42, 36.46'R 35.71 FL +20.23, 34.00'R � +83.42, 34.00'R +50.00, 42.68'R O +07.86, 28.00'R o� o R - STATION OFFSET RIGHT +72.00, 47.00'R +59.59, 28.00'R -X X 37.76 SW +83.42, 41.41'R 35.93 FL 40.55 SW 41.82 EP/GB 8 TBC - TOP BACK OF CURB o' +20.23, 45.00'R 36.50 FL 41.87 SW 41.83 SW I +50.00, 54.74'R +48.04, 21.82'R RIM - RIM OF STRUCTURE a +33.42, 48.52'R 37.81 SW_ 0 +83.42, 45.00'R +59.41, 46.97'R +07.86, 47.00'R LIP - LIP OF GUTTER 38.02 SW ~ 40.22 EP/GB 41.62 EP/GB 39.76 FL +83.42, 53.47'R I 38.59 SW 41.73 EP/GB MA - MATCH EXISTING `^ +26.24, 34.00'R ft +15.84, 25.04'R +48.04, 32.87'R +20.23, 57.00'R� 0 +83.42, 57.00'R 0 +44.87, 17.00'R SW - SIDEWALK m 38.08 EP/GB a 40.18 SW 39.55 FL 41.74 SW BLOCK 1 0_u _ EDGE o 00 38.95 LIP +26.24, 57.11'R +15.84, 36.09'R +48.04, 47.00'R 39.67 FL FL - FLOW OF PAVEMENT z m +33.42, 34.00'R +15.23, 34.00'R Q 40.16 LIP 36.05 FL O 39.43 PC z 41.61 SW O �41.90 48SW28 41'R HP - HIGH POINT ON TOC - TOP OF CONCRETE � BLOCK 3 Q +21.24, 34.00'R +15.84, 48.15'R � +33.42, 45.00'R +20.23, 36.00'R 40.52 PT o +44.87, 47.00'R CR - CURB RETURN > w 38.14 SW 39.30 POC 41.71 SW �o POC - POINT ON CURVE +33.42, 57.00' w ~ m O +16.24, 36.00'R +27.38, 47.00'R INT - INTERSECTION � R +42.83, 46.27'R � 39.59 POC �^ 0 o O PRC - POINT OF REVERSE CURVE 'R $ T�T^ m e i2°SD +92813LI 44.95'R TOE +93.64, 46.27 �o SHEET NOTES SEE ROADWAY PLAN A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD SHEET C2.0 NOTES. B. SEE THIS SHEET FOR TYPICAL ROADWAY STREET SECTIONS. N . BLACK CAT R D . PLAN AND PROFILE C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z 0 30 60 90 E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO NOFPlan Scale: 1" = 30' TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SECTION SPOT ELEVATIONS ARE REFERENCED TO THE ROAD LINE ALIGNMENT. CL ROW 25' MIN. (WIDTH VARIES) G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. VARIES 48.0' COMMON LOT W/ PER _ I LANDSCAPE BERM PLAN 17' GRASS PER LANDSCAPE KEYNOTES PROPOSED ROAD WIDENING 14.0' PLAN 1.0' FLAT 11.0' LANDING 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND ASPHALT 3' BORROW DITCH PER MPX. \ PAVEMENT PATCH PER ISPWC SD-303 AND ACHD HIGH POINT TRAVEL LANE WIDTH VARIES SHOULDER GRAVEL ACHD STORMWATER 1.0' FLAT 3:1 3:1 REQUIREMENTS. r 1 (EXISTING STRIPING) PER PLAN (WIDTH VARIES SHOULDER GUIDELINES SECTION LANDING 2%i PER PLAN) 8200 STANDARD 5' WIDE - DRAWING DETAIL 5 \ \ \ \ \ \ \ 2 ACHDLSUPPLEMENDTALASTANNDARDCDRAWING SD-A A 709.ER 0 MAX \//\ \//\//\ \5' SIDEWALK PER ACHD / \/ \/'� 3. INSTALL CURB TERMINUS PER ISPWC SD-707. z // �, \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ SUPPLEMENTAL STANDARD \ \\ \\ \\ \\ \\ \\ \\ \\ 4. MINIMUM WIDTH OF 17' FROM CENTERLINE TO EDGE OF z Q W 4" ASPHALT PAVEMENT (SP-5, / _ // ��WIN�D-7� �� \ \ ASPHALT. O J LL INCH (1/2") MIX, PG-64-28) \\/\\\\\\/\\��(\\\ - \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\�\ / \ / �\ /\ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / 5. INSTALL BORROW DITCH, 175 LF, PER ACHD STANDARD 3 � 6" OF 3/a" MINUS CRUSHED // �,/�/ 7'f ,C __ / // // // DETAIL 5. INSTALL 50'L x 2'W SAND WINDOW. \ 8" OF /4 -MINUS CRUSHED AGGREGATE BASE / AGGREGATE LEVELING COURSE \EXISTING \�\ �� \/\ \ /- 0 Z \ \ \ \ \ \ \ \ \ GRADE \ \ T \ \ \ \ \ \ 6. INSTALL BORROW DITCH, 146 LF, PER ACHD STANDARD Q = W Z 21� OF INCH MINUS PIT-RUN SUBBASE ////////////// � \� // /�/� � z" Co DETAIL 5. INSTALL 54'L x 2'W SAND WINDOW. a \\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ 7. INSTALL BORROW DITCH, 221 LF, PER ACHD STANDARD Q W \/ \/\/�//\ \ \ \ \ \ \/j DETAIL 5. INSTALL 90'L x 2'W SAND WINDOW. ^ \ Q 8. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE z BLACK CAT ROAD SECTION PER ACHD SUPPLEMENTAL STANDARD DRAWING O \// // SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE Q SCALE. NTS ALUMINUM/\\ \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\ D AGONA DWITH 6"ECALS. WIDE GNSIVNORLONGER ALLOWED. W 0 / 9. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD � � Q SUPPLEMENTAL STANDARD DRAWING SD-701. LL.I U O Q Q 60' RIGHT-OF-WAY z J m 0.5' 0.5' Q 60' RIGHT-OF-WAY W Q Z 3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC 8' PLANTER 5' SIDEWALK 0.5' 0.5' O SLOPE TO 5' SIDEWALK 8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC 8' PLANTER 5' SIDEWALK EXISTING 3:1 MAX. SLOPE TO EXISTING (� 1' LANDING, \ \\ /\\/\\� \� /� /� / �j �j TYP. \/�\ 1' LANDING, \\\/j\ \\ \�\\�\\�\\�\\�\\�\\� \\/�\\�\\� Z AND ROLLED UTTER,CURBJ TYP. COMPACTED SUBGRADE 2.5" OF ASPHALT PAVEMENT TYP. ��� \ /\��\/�\/�\/�\/�\/� \ \i \ \/� \ \/�\/�\/�\/�\//\ /� 3" ROLLED CURB 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 6" VERTICAL CURB 2.5" OF ASPHALT PAVEMENT AND GUTTER. 0 OF 6" MINUS PIT-RUN SUBBASE AND GUTTER. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE a w TYPICAL LOCAL STREET SECTION: 12" of 6" MINUS PIT-RUN SUBBASE (N. CORALINDA AVE./ W. THORNAPPLE ST./ N. MORNING STAR AVE./ E. MIRMONTE CT./ N. SUNNY SIDE AVE./ W. MIRMONTE DR.) TYPICAL LOCAL STREET SECTION (N. SUNNY SIDE AVE.) SCALE: NTS SCALE: NTS a 0 63' RIGHT-OF-WAY 63' RIGHT-OF-WAY 0 0.5' 0.5' 0.5' 0.5' 3 w 5' SIDEWALK 8' PLANTER 18' TBC-TBC 18' TBC-TBC 8' PLANTER 5' SIDEWALK 5' SIDEWALK 8' PLANTER 18' TBC-TBC 18' TBC-TBC 8' PLANTER 5' SIDEWALK Z 3:1 MAX. 3:1 MAX. Z SLOPE TO SLOPE TO 3 EXISTING EXISTING E N G I N E E R I N G 9233 WEST STATE STREET W BOISE,IDAHO 83714 _ \ \ \ PHONE(208)639-6939 \ \ \ \ \ \ \ \ \ \ \ \ \ \ kmengllp.com IWO \\\ DESIGN BY: Lu LCK \�,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \�\ \\�\\�\\�\\�\\ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \�\, 1' LANDING, \ /\ � � � � � �\/�\ \ \ \ \ \ \ / \ � � � � � // / 1' LANDING,T .YP \/ //� DRAWN BY: SRM/LCK } Z TYP. \ \ \ \ \ \ \ 6" VERTICAL CURB U 3 2.5" OF ASPHALT PAVEMENT 6" VERTICAL CURB CHECKED BY: LCK Z AND GUTTER, TYP. AND GUTTER, TYP. 3" OF ASPHALT PAVEMENT z 0 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE DATE: SEPTEMBER 2020 W 12" OF 6" MINUS PIT-RUN SUBBASE 12" OF 6" MINUS PIT-RUN SUBBASE PROJECT: 20-088 0 SHEET NO. Q TYPICAL LOCAL STREET SECTION (W. GRAND RAPIDS DR.) TYPICAL COLLECTOR STREET SECTION (N. TORBIN WAY) C2 8 oC SCALE: NTS SCALE: NTS Q d LL SHEET NOTES SHEET LEGEND A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ASS\pOL fN�� NOTES. 10__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSE-D B. SEE SHEET C2.8 FOR TYPICAL ROADWAY STREET STA., OFFSET SIDE SECTIONS. 6860 1.50% FINISHED GRADE SLOPE C. SEE SHEET C2.10 FOR STREET LIGHT PLAN. J+� 9/10/20 �o D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. GRADE BREAK ti pF C. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. SAWCUT LINE F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS KEYNOTES ® FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE Lu 1. INSTALL "STOP" R1-1 SIGN PER MUTCD. CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE 2. 24-INCH WIDE SOLID WHITE STOP BAR PER ACHD PT - POINT OF TANGENCY STANDARD DRAWING TS-1112, STRIPPING DETAIL #19. ELE. - ELEVATION L - STATION OFFSET LEFT 3. 4-INCH WIDE SOLID DOUBLE YELLOW LINES PER ACHD R - STATION OFFSET RIGHT STANDARD DRAWING TS-1112, STRIPING DETAIL #7. TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE 4. 4-INCH WIDE SOLID WHITE LINE PER ACHD STANDARD LIP - LIP OF GUTTER DRAWING TS-1112, STRIPING DETAIL #17. MA - MATCH EXISTING SW - SIDEWALK 5. 4-INCH WIDE TWO-WAY LEFT TURN YELLOW LINES PER EP - EDGE OF PAVEMENT N ACHD STANDARD DRAWING TS-1112, STRIPING DETAIL FL - FLOW LINE z #10• TOC - TOP OF CONCRETE 0 HP - HIGH POINT cn 6. RIGHT TURN ARROW PER ACHD STANDARD DRAWING CR - CURB RETURN > TS-1113, SHEET 1 OF 4. POC - POINT ON CURVE ~ INT - INTERSECTION PRC - POINT OF REVERSE CURVE 0 40 80 120 Plan Scale: 1" =40' 0 z C 4 3 4 4 4 3 IVAI 5 5 3 4 + 44+00 - - 4s+Op — O -47-E00 — N. BLACK CAT RD. _ — �48 08 - - - - - - - - - 49+00- - - - - - - - - - -5U+U0- - - � - 3 - - - - - � fl - - - - - - - - - - - - - - - - - - - - - - " �^ — 4 N I Z r-I -Ep ----------- ---- ---- ---- ---- -- �- ------ - y --—— ———————— ———— ———— ———— ——————--_----- ----- -- — d3 3 3 O )P d��—mil�71� � f 4 GI 4 EG�01 �=�EG=— � �� �01 4301 —301— z TOE TOE EG EG EG G EG I 301 z Lu —TOP TOP 6 4 6 4 p o O -x X X X O m o / O Z Ln 0 o m p 2 w o n�� 0 1 � mQ 5z 0 - I Q 2 BLOCK 1 m Q w Q m m O Cn BLOCK 3 a 2 z O Z_ Z � m 0 TOP O Q " m Q - hoc o O TOE ° I_L.I Q Z '� Q m 12'iSD m C r m c TOF v w 0 TO = a z v \ m O C w l i o m z C W Lu C) O � oc Q M DN M d Z a z D u 0 0 a w w c? 0 a a 0 a d N O N O T Q Z Y Z 2 (J a 3 0 E N G I N E E R I N G 9233 WEST STATE STREET w z BOISE,IDAHO 83714 a w PHONE(208)639-6939 \ zkmengllp.com /w 0 10 DESIGN BY: LCK O DRAWN BY: SRM/LCK g CHECKED BY: LCK U 0 DATE: SEPTEMBER 2020 w u D PROJECT: 20-088 z 0 SHEET NO. Q 0 V W W O LL i d SHEET NOTES P_ TOE TOE TOE CITY OF MERIDIAN STREET LIGHT NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH SS\ANAL fN��TOE TOE TOE TOE TOE TOE ��' ENS roP TOP TOETOP T ETOP TOP TOP roP TOP TOP CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION \� Fp 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY 671�— �— �— THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL CONFLICTS EXIST. ELECTRIC CODE. �6 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 86 J, 9/1860 0 Oa 17 ONLINE CITIZEN PORTAL AThttps://citizenporta1.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT CITY OF MERIDIAN. _ I BLOCK 1 AND REQUEST INSPECTIONS.01 F OF \� 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, C. SERVICE — ALL STREET LIGHTS SHALL HAVE y�� UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE /�/ K\N — 11 12 13 14 15 VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. C AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE a 3 2' MIN. FROM WATER METERS. LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT UTILITY AND PAVEMENT CROSSINGS. O8 16 18 DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD D. METERING — CONTRACTOR SHALL COORDINATE METER 10 ti COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. N I a \ 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. WHERE A METERED SYSTEM IS REQUIRED, NEW DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH 8 $W a W.wTHORNAPPLE ST. W 5 END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE Lu s $"s 8"S 8"S $"s s �. LEGEND � � ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY a O O a 19 HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS 5 DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST WHEN THE ADJACENT PROPERTY IS DEVELOPED. 1 � - w CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 n STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN II T' a Co SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING O s HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED s 20 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 "' cn °D UTILITY COORDINATOR. Q - w� 0 60 120 180 N O z a )& INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, ZO ADEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST Plan Scale: 1 = 60 m J � Q CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 N g = 3 sT 11 O3 =, 01 STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE w �_ O Ou �' s 21 POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE z LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR — z STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND BLOCK 2 z UTILITY COORDINATOR. =4 PI 4 PI 6 I 6 PI��6 PI fi PI W p, o- EXISTING TYPE 1 STREET LIGHT o ( �To s 10 O w � \ 3 - O _ TOE z 3 ODi Q $"w $"w w R" $" TOP o s 22 EXISTING TYPE 2 STREET LIGHT Y I S W. GRAND RAPIDS DR. $"w� O Co u I $� 6w Q I/16 �$"s 8'S s \ m I 5 , w s 3 0 z a i a"s C9 9 O Do TOP � O � a o 6"PI 6" \ 6SA o O s" 8's s. is 23 AOQ °/ \ Dob W O 3 rn ao II r oQ� sA/ 8s � Oe V) OD _ II - - �j� 3 — c S 01 rO 6 s� 8 TOP TOP TOP'^ TOP TOP 24 26 z \ O O s 10 O � _ SO TOE TOE TOE o � O S TOP a a TOE OE TOE o � co W sA/ 9S & Top--TOP TOP TOP m 25 6"PI—�6"PI 6;I 6 PI 6 PI PI 6 r-I e I Q \ N 41 r � � O z v 1 $'W $"W $"Vd g"w $"W $"W � I — = O3 W. 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F 110ENSf10 0 I '�r TOE 'ter TOE 'ter TOE luIf TOE TOP TOP TOP TOP roP WELL # EXISTING GROUND GROUND WATER B. SEE SHEETS C4.2 - C4.3 FOR STORM WATER DETAILS. ELEVATION ELEVATION 6860 rop roP rop C. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON J� 9110120 0 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6'PI�-6 PI 6 �I 6 PI 6 PI 6 PI 6 PI s PI s Pi- 1-19 2547.E 2540.1 SHEET C4.0. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR N I I ADDITIONAL GROUNDWATER INFORMATION REFER TO THE "90_1 qTF OF 1�P IV N 2-19 2545.1 2536.6 PROPERTY" PREPOAREDRBYNNRS,TDA EDPJJULY 7,QUENZ I � � O BLOCK 1 17 3-19 2542.0 2533.2 D. PROVIDE WATER-TIGHT SEALS AT PIPING I� ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, N 11 12 13 14 4-19 2537.8 2532.2 AND MANHOLES. 15 3 E. ALL STORM COVER OVER PIPE PIPEWISHIN ROW ES HANA2L BE FEET. OUO WHERE TSIDE OF 5-19 2536.2 2532.0 IN ROW OR WHERE COVER IS GREATER THAN 2 FEET THE STORM PIPE SHALL BE ADS N-12 HP PIPE OR a 6-19 2536.8 2531.7 APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN N O8 (016 18 LESS THAN 5-FEET OF SEPARATION BETWEEN 10 7-19 2539.7 2532.5 STRUCTURES. W IU1 N Q �N \ F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC 8-19 2546.5 2539.1 STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED. a w s wa W. THORNAPPLE T. 5 o G. THE CONTRACTOR SHALL COMPLY WITH ALL THE N s a"s a"s a"s 8"s a"s s cp� e, REQUIREMENTS FOR STORM WATER DISCHARGE O 10 O O 7 r5 19 ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES 3 I s a IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP FL PLAN PREPARED FOR THIS SITE, REGULAR SITE m (0 s 1 INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN z N 00 THE NPDES GENERAL PERMIT. FL N Z)o 00 a H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN > g s 12 O ENGINEER AND ACHD. wLu Q s 20 I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM �N Qp DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN 3 z a MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER rn 1 I 00 PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH < w SECTION 8018 OF THE ACHD DEVELOPMENT POLICY O co MANUAL AND ISPWC SD-623. 4-19 INLET #1 ACHD SD-601, TYPE I z O O J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, 3 11 3 RIM:2538.48 a0 0D s - 3 THE CONTRACTOR SHALL CONFORM TO THE STANDARDS m N rn O SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF 8 SUMP:2534.75 5 s s 21 INV OUT:2535.75 12" (S) ACHD STORM DRAIN � THE ACHD STORMWATER GUIDELINES. N Q25=0.41 CF EASEMENT S K. INSTALL STORM DRAIN MANHOLES PER ACHD o Q I Q100=0.57CFS - INV 2536.0008 w z _ _ _ _ _ _ _ SUPPLEMENTAL DETAIL SD-61 1 WITH REINFORCED a CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE v 3 I SECTION. ALL MANHOLES SHALL BE HS-25 RATED. _LL4"PI "PI 6"PI 6' 1 6"PI -6"PCD x Sn U I O 3 - I m zq- - I TOE 2 TOE 37.7' 12" ADS N-12 HP s 10 O4 °Dw L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 Z INLET #2 3 5'0. 2% T I ® 0.40% Q � AND 8200 OF THE 2017 ACHD POLICY MANUAL. ACHD SD-601, TYPE I-a w a w-raw "w Top I SDMH #2 O a0 a s 22 RIM:2538.48 a 8"w O Q M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE a"s �W GRAND RAPT S DR. _8" RIM: SDMH FLAT TOP �N LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE SU62 12"4(N) 5. w RIM:2 2534. W ELEVATION PER THE INTERNATIONAL BUILDING CODE, INV IN:2535.62 12" (N) 5.3' 12" C900�a s SUMP:2534.15 O z 3 INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN - INV OUT:2535.62 12" (S) ® 0.40% INLET #4\ INV IN:2536.15 12" (SW) s z 00 REQUIREMENTS. ACHD SD-601, TYPE I • SDMH #3 a Q25=0.36CFS RIM:2538.94 r� INV OUT:2536.15 12" N Q100=0.51CFS 23.0' 12" ADS N-12 HP------ ( ) 48"0 SDMH FLAT TOP 9 O iv I TOP-® 0.41% SUMP:2535.17(� RIM:2539.77 O �n2 s"PI I SW �INV IN:2536.17 12" 5.2' 12" C900 I � w s"PI. ( ) 8, SUMP:2535.03 z INLET #10 SDMH #1 $ INV OUT:2536.17 12" (NE) s ® 0.40% INV IN:2537.03 12" SW 25.6' 12" ADS N-12 HP 3 1 s ( ) ACHD SD-604A, TYPE IV 23 KEYNOTES _ 48"0 SDMH FLAT TOP inn/ o�zi rin Q25=1.18CFS 1y INV OUT:2537.03 12" E ® 0.25% SDMH 6 00 O ( ) # w RIM:2540.39 I N RIM:2539.04 I oQ INV 2535.50 Q100=1.65CFS _ . �� 33.5' 12" C900 ,� Q25=1.16CFS SDMH #5 48"0 SDMH FLAT TOP SUMP:2536.13 1. INSTALL INFILTRATION BASIN PRIMARY POND #1 PER (� SUMP:2533.59 I ® 0.40% lb Q100=1.62CFS RIM:2540.75 n INV IN:2537.13 12" (E) SHEET CINFI Q 5 INLET #3 8, 48"0 SDMH FLAT TOP 00 INV OUT:2537.13 12" (W) INV IN:2535.59 12" (N) � iy SUMP:2535.11 z INV OUT:2535.59 12" (S) I `Q ACHD SD-601, TYPE I s•• 3-19 RIM:2540.18 z RIM:2538.94 A� 8's g SUMP:2534.97 O INV IN:2537.11 12" (E) Q25=0.78CFS 2. INSTALL INFILTRATION BASIN PRIMARY POND #2 PER Q - SUMP:2535.31 \8„ •� O INV IN:2536.97 12" (S) INV OUT:2537.11 12" (W) Q100-1.09CFS SHEET C4.2. z J II III \ INV OUT:2536.31 12" (NE) sAi \8, ����' / 53.2' 12" ADS IN HP INV OUT:2536.97 12" (N) ACHD STORM DRAIN INLET #9 ACHD STORM DRAIN .Q Q25=0.18CFS '5.3 12" C900 @ 0.25% EASEMENT = ACHD SD-604A, TYPE IV 3. INSTALL INFILTRATION BASIN PRIMARY POND #3 PER O N EASEMENT 10 Q100=0.25CFS @ 0.25% - - - - - - - s RIM:2540.39 SHEET C4.2. z / O - \ TOP TOP TOP T0P 7 00 SUMP:2536.26 6 INLET #11/ 6A, 8 a TO 6 00 INV OUT:2537.26 12" (W) 4. INSTALL INFILTRATION BASIN PRIMARY POND #4 PER / Lu e� ACHD SD 604A, TYPE IV 33.5' 12" C900 5 TOE:::::��E TOE TOE ORIM:2538.18 @ 025% T Q25=1.32CFSSHEET C4.3. w SUMP:2535.16 s1_ \\ \\ roE- Q100=1.85CFSINV OUT:2536.16 12" (SW) INLET #5 s 121\\ TOE TOE 5. INSTALL INFILTRATION BASIN FOREBAY #1 PER SHEET m Q V"I Q25=0.58CFS ACHD SD-601, TYPE I - TOP TO TOP TOP C4.3. C) SDMH #8 8 INV 2536.90 io) a Q100=0.81CFS RIM:2539.20 8, �� CIDACHD SD-601, TYPE I \ �� , SUMP:2536.13 s 8'w 8 INV 2537.00 30.5' 12" ADS N-12 HP V) RIM:2538.47 6. INSTALL INFILTRATION BASIN FOREBAY 2 PER SHEET Oat, SDMH #7 INV OUT:2537.13 12" (NE) \ _ ® 0.40% C4.3. # z W 48"0 SDMH FLAT TOP "" SUMP:2533.74 Q25=0.15CFS� a w a"w a"w a" a" a"w a"w 8"w a" Q N INV IN:2535.74 12" (E) RIM:2538.40 s, 68.4' 12' C900 0100=0.21CFS sOi s o @ 0.25% a 28.2' 12" ADS N-12 HP 5.3 12" ADS N-12 HP INV OUT:2535.74 12" (W) SUMP:2534.07 O I ® 0.40% 0.40% 7. INSTALL GROUND WATER OBSERVATION WELL PER ACHD Q - INV IN:2536.07 12" NE 14.7' 12" C900 s^ a'c a 8's 8"s 8's 8's s s"s 8"s 8"s 8"s- SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION L.I..I ( ) 15.7' 12" C900 0 I' INV IN:2536.07 12" (S) INLET #6 0.22% p 0.25% BED 5' FROM THE END AND OUTSIDE OF BED A ACHD STORM DRAIN 10.3' 12" ADS N-12 HP ACHD SD-601, TYPE I v MINIMUM OF 50' FROM THE PERIMETER OF THE BED. F-1 � INV OUT:2536.07 12" (W) � EASEMENT ® 0.41% RIM:2539.20 6 Pi Lu LLI N SUMP:2536.05 0 8. INSTALL METAL END SECTION AND TRASH RACKS FOR - -�Q - - - - - - - - - - - e's a� INV IN:2537.05 12" (SW) ACHD INLET SD-601, TYPE I 6"PI 6"P1 "P1 s"PI s"PI s"PI s"P1 s"P1- POND OUTFALL WITH RIPRAP (8" ANGULAR STONE) Q i TOP TOP TOP TOP G INV OUT:2537.05 12" (NE) ACHRIM:D 39-6 OUTLET PROTECTION PER ISPWC SD-628. LINE RIPRAP TOE T TOE 8k 22.5' 12" C900 � SUMP:2536.18 BOTTOM AND SIDES WITH 8 OZ NON-WOVEN GEOTEXTILE Z Q 3 � FABRIC PER ACHD REQUIREMENTS AND OVERLAP (1-FT CTOE TO OE 12 ® 0.40% O O Q 3 INV OUT:2537.18 12" (W) MIN.). TOP TOP TOP h� CO Q Q25=0.71 CFS Lu i 5-19 s"PI s"PI s"PI s"PI s�� INLET #8 ? Q100=1.000FS ' �8.8' 12" C900 ACHD SD-601, TYPE I p (D INV 2537.70 82.1' 12" C900 RIM:2539.20 SDMH #4 23 O O 0.40% 48"0 SDMH FLAT TOP ' I ®I 0.40% SUMP:2536.17 O 3 Q N v RIM:2539.56 O I p INLET #12 aw INV OUT:2537.17 12" (E) CO CO SUMP:2535.14 25 D ACHD SD-604A, TYPE IV Q25=0.17CFS INV IN:2537.14 12" (E) 24 22 RIM:2538.18 \ Q100=0.23CFS �� fl 0 8s 8'w �� INV IN:2537.14 12" (W) 0 0l SUMP:2535.11 INV OUT:2537.14 12" (N) I x INV OUT:253Q621 1 1" (N) 5 a w 0 S s F s CO CO Q100=0.77CFS 8 8 w J _ � 8w f S\ ry M m K co »w 1 0 1= w 8" co ;2 rn MI �jO � E• R 8 w � 6" TOP TC "'s X ° O 8"S NT E 8 CT w e* ^� 0 m 10 8"S "'w ew s W TOE TOE IL I v 3 8"S 39 0 w a. 0 0 11 a" "SD oC I Ep / 8»S �z 3 F W p 12 8 5 S / top POE o © PS � O _ � p ��� S roP P ` �ul- _ _ ���- 6-19 13 21 Sys -Ep "� U _�pC s _ 14 w Z 70E TOE / I- -Ep -_�'� � _w Y 30 _ Ps_Ep- 6"Pt 15 \ _ / TOE ❑ ��--LOP -�-P�_�L'� 6'PI E N G I N E E R I N G �_ p �L 16 9233 WEST STATE STREET _TOE- � � � EP _� 6 P� Lu 3 _LOP _ P BOISE,IDAHO 83714 3 �TOE-TOE TOE TOE__ °�__ TOP _ _ �_Ep� _. s Pt�6'P1 17 PHONE(208)639-6939 o a d� _TOE TOE �_T Ep PPs� 6.. 18 kmengllp.com W w _TO OP ��__ Ep p�Ep� P oA "s °row TOE_PONE MILE CREE��oE �- _ 6" slP� 19 DESIGN BY: LCK z �� 2'"w oQ EG�E PIIp_op TOP lop -TOE�TOE _TOE_TOE O�-�OP� per- ��==� ""PI_L 7-1 9 20 DRAWN BY: SRM/LCK r , 5 _ _ �� _ _ m �_ Fo PS. _ _ CHECKED BY: LCK ��/ a o DATE: SEPTEMBER 2020 w PROJECT: 20-088 SHEET NO. 0 50 100 150 Q Plan Scale: 1" =50' C4.0 p 0 a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �Sg\ANAL fN�� NOTES. aF \1\CENSFD y � B. SEE SHEETS C4.2 - C4.3 FOR STORM WATER DETAILS. QQ C. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON 0 �, 9/1%20 0 SHEET C4.0. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR Q ADDITIONAL GROUNDWATER INFORMATION REFER TO THE '9 9TF \OP v "2020 MID-SEASON GROUNDWATER REPORT - QUENZER �,5, OF PROPERTY" PREPARED BY NRS, DATED JULY 7, 2020. ��/�/ C. K\N D. PROVIDE WATER-TIGHT SEALS AT PIPING ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, AND MANHOLES. E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF ROW OR WHERE COVER IS GREATER THAN 2 FEET THE STORM PIPE SHALL BE ADS N-12 HP PIPE OR APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN STRUCTURES. w a F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED. G. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES & PPO• uwj IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP PLAN PREPARED FOR THIS SITE, REGULAR SITE s SDMH #12 INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE At\ � co23 rn 48"0 SDMH FLAT TOP v)14.7' 12" ADS N-12 HP SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN lb -6 Qom z' `" ® 0 22% � THE NPDES GENERAL PERMIT. � � SUMP:2536.63 0 X 8� �o� S 3_19 °° z - �� I INV IN:2538.63 12" (E) H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN N ss 8 O zz INV IN:2538.63 12" (W) ENGINEER AND ACHD. w Lu p C, � INV OUT:2538.63 12" (S) w _ � 2 � INLET #18 Cli am� I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 8s � ACHD SD-604A, TYPE IV DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN RIM:2541.69 INLET #17 10 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER _ _ _ - �o Z s TOP Top Top TOP 7 S PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH � SUMP:2537.67 ACHD SD-604A, TYPE IV s•• _ CO INV OUT:2538.67 12" E s SECTION 8018 OF THE ACHD DEVELOPMENT POLICY A es 8� TOE TOE TOE TOE ( ) MANUAL AND ISPWC SD-623. � RIM:2541.69 Q25=1.17CFS SUMP:2537.67 fob - Q100=1.64CFS INV OUT:2538.67 12" (W) TOE TOE TOE TOE 00 Q25=0.93CFS J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, \ s\ 8'1v �TOP To TOP Top17 s"P� s'�Pi s"P� s, Q100=61.3OCFS s„Pi s"Pi s P� s PI THE CONTRACTOR SHALL CONFORM TO THE STANDARDS SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF THE ACHD STORMWATER GUIDELINES. s. s» 1�5.70:22%" ADS N-12 HP K. INSTALL STORM DRAIN MANHOLES PER ACHD oz N - SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED t s w s w a w a w s w a a w 8"w s"w s"w s"w 8"w 8"w 8"w CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE e as « SECTION. ALL MANHOLES SHALL BE HS-25 RATED. 3 ¢ W. GRAND RAPIDS DR. a s 8"S 8"S 8"S 8"S 8"S 8"S s 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S s fA 6 p� � v O L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 � j AND 8200 OF THE 2017 ACHD POLICY MANUAL. 6 pi Q L M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE CO 00 6„pi 6"Pi 6"Pi 6"Pi "Pi 6"Pi 6"P1 6-PI s"Pi 6'Pi 247.1' 12" C900 LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE `� BLOCK 4 ELEVATION PER THE INTERNATIONAL BUILDING CODE, � 0.22% Q Z O INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN z 9 REQUIREMENTS. SDMH #13 28 O 48"0 SDMH FLAT TOP 60 23 RIM:2540.81 KEYNOTES # C9 2 :-, 16.3' 12" C900 SU M P:2535.60 O r-1 8. ro5 INV IN:2538.10 12" (N) 1. INSTALL INFILTRATION BASIN PRIMARY POND #5 PER INLET 15 ® 0.22% � CO`� O ACHD SD-604A, TYPE IV a w INV IN:2538.10 12" (NE) z \ 24 RIM:2539.89 22 `° SHEET C4.3. s• a" SUMP:2536.74 INLET #20 � INV IN:2538.10 12" (NW) s w INV O 2536. 7.74 12" (S) ACHD SD-604A, TYPE IV INV OUT:2537.60 18" (W) # 2. INSTALL INFILTRATION BASIN PRIMARY POND 6 PER s 8"w RIM:2540.44 # SHEET C4.2. z J � ,�, Q25=0.72CFS cn 8„ 8 CO CO CO Q100=1.01CFS a SUMP:2537.13 v INLET 19 a- INV OUT:2538.13 12" (SE) I ACHD SD-601, TYPE I Q S 8"w 126.7' 16" C905 to Q25=1.03CFS 131'' �RIM:2540.44 \61P/ 3. INSTALL INFILTRATION BASIN FOREBAY #3 PER SHEET _ ® 0.16% Q100=1.44CFS - SUMP:2537.13 6•P, C4.3. V) z s 17.4' 12" C900 O INV OUT:2538.13 12" (SW) L U E• MAR "w ® 0.40% a O8 INV 2537.50 6'pi 4. INSTALL INFILTRATION BASIN FOREBAY 4 PER SHEET O 8•, 21.7' 16" C905 � Q25=0.83CFS # _ cc MONTE s 6"P� s"r� s"Pi C4.3.-Tnp- TOP Q G C 8"w ® 0.16% Q100=1.16CFS 's „w 7� « 6" TOP TOP a"w 5 7oE 1OE 4 \spy 5. INSTALL GROUND WATER OBSERVATION WELL PER ACHD m Q LJ..I 8 s w a" SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION Q 17.2' 12" C900 _ 3 a'S o, 3 � BED 5' FROM THE END AND OUTSIDE OF BED A �- N O ® 0.22% O pi MINIMUM OF 50' FROM THE PERIMETER OF THE BED. O 11 16.5' 12" C900 a^•- c. \ � r -27.5' 1@8"0 20% �' I I 7 \ z SDMH #10 TOE_ BLOCK 3 20.7' 18" C905 O °i 6. INSTALL METAL END SECTION AND TRASH RACKS FOR (n 12 INLET #16 48"0 SDMH FLAT TOP 70P 7i7E a ® 0•20% \ POND OUTFACE WITH RIPRAP (8" ANGULAR STONE) Q Q ACHD SD-604A, TYPE IV RIM:2540.32 it I 6, OUTLET PROTECTION PER ISPWC SD-628. LINE RIPRAP LJ..I Q _ 13 RIM:2539.89 SUMP:2535.34 s INV 2537.10 8 O8 jrSDMH #14 qi BOTTOM AND SIDES WITH 8 OZ NON-WOVEN GEOTEXTILE SUMP:2535.74 INV IN:2537.67 12" (N) 21 FABRIC PER ACHD REQUIREMENTS AND OVERLAP (1-FT S_s � 48"� SDMH FLAT TOP O 14 INV OUT:2537.74 12" (NE) INV IN:2537.67 12" (SW) _ RIM:2540.84 MIN.sA, )' W Q25=0.98CFS s SDMH #11 SUMP:2535.56 INV OUT:2537.34 16" (E) 48"0 SDMH FLAT TOP P� Q � 15 Q 100=1.37CFS 6 INV IN:2537.56 18" (E) 2 \ RIM:2540.62 INV OUT:2537.56 18" (W) O sPI O SUMP:2535.14 w O 6°i z P �6 P/ 16 INV IN:2537.14 16" (W) a s- 8"w z c 8) ��_�� 6»P/�I_6 pi INV OUT:2537.14 16"17 (E) S 8„S w A41RM 8„wEP \6. W G P� a 3 O ems- � 6 P1 18 8 s NT E O 8 w SDMH 16 q/ 6' E'=��S i _6 pt 19 `8 s e 48"0 SDMH FLAT TOP EP 8 S RIM:2542.18 s3 _ Pi�� 7-19 20 s SUMP:2537.12 q' _ S S_ 30 s'yy INV IN:2539.45 12" (SW) ❑ ` _ P`-TOP __- P a V o TOE-TOE g `�op =_ 6"P��� 3 's INV IN:2539.45 12" (SE) -TOE EP=_ s Pi x 8„ INV IN:2539.45 12" (NW) M TOf 'T9P ��� EP PS �� 6"P/ y x \TOE TOE` _ �� �_-PS E� 6P/ 31 s1 INV OUT:2539.12 16" (E) 6 ° N \ TOE ` �o- _ TCP EP PS P-� 6„P� a �� ���� s 26.8' 16" C905 ror9� TOE `TOE _ _-T� TOP �-P�EP _6' 32 8., 17.8' 12" C900 ® 0.25% Z _?d?P ❑ TOE_ roE TOP__ - s P-EP P� 33 8s \ Cs� 0.22% a EG OP TOE -TOE - TOP _ -z P-EP INLET #23 z _cc o OP _To roE= _ -Top ��=P`p, 6P� 34 ACHD SD-601, TYPE I �\ `SDMH #17 _EG __OP TOE TOE P-P 6»P/�� 8., R I M:2541.73 j TOP TOE ��TOE -p_ TOP ` S s, °e� y� RIM:254DMH 2 50 FLAT TOP �To°a ro of �- 6 P� SUMP:2538.49, O a EG- �8P E��T =-T _ TOP_ _��_ -`P �P�� s�P INV OUT:2539.49 12" SE S�; °E --� ��s Q25=0.99CFS 6 �:•5 SUMP:2537.05 w TOE EG OE _ - _00- _TOE TOE TOE `T0`- Top PS EP Pi 36 Q 100=1.38CFS INV OUT:2539 05 1'6" (SE) TOE- EG_ -_- (W) o TOE EG_ Q�TOE �T°�-T E ` _TOP_ _��_� �-EP_=L6»P INLET #21 �sy fQ� � Nll \ Pis 21.0' 16" C905 a TOE EG �op� O TOE Top fP�Ps�s �� ACHD SD-601, TYPE I\ e o _ _ _ro _Ec -T�� TOE_ �°E= g _ -TOP- ���� ��5�� 6 P��� RIM:2541.72 C�? 0.25% a E_TOE`co ��_0p, TOE ` OE=� ` TOP-TOp __ P$ EP 35 6 p� SUM P:2538.72 103.6' 12" C9 % +� ��� INV 2539.00 O8 _T _ro _ _TOE _ P\ INV OUT:2539.72 12" SE ® 0.22% r5 70.. 0 of EG E __ O _T ` �°� ( ) s 0 O \ - _Tp=EG_EG P�� �E-TOE ` �-_ TOE= 'Top \TOP \\_ Q25=0.36CFS 6Q\ 2 a TOE EG EG E TO ` \TOP Q1OO=O.5ICFS c -rot- TOE N - TOE _EG TOE �� `� \ \\ 37 16.7' 12" C900 \ °e 17.8' 12" C900 Y - _ TOE EG \TO _ �O� _ T°p \ q7 @ 0.22% 16 8' 12" C900 z TOE E _ _ \ Os 6 0.22% / © 0.22% Ec EG roE ' -\=of - ��rOp \ q SDMH #15 \ ' E N G I N E E R I N G 3 ToE_ To \ s 48"� SDMH FLAT TOP \ \ INLET #24 9233 WEST STATE STREET TOE_ EG f_ Zoe �C]�\ \\ s•. \ \,ACHD SD-601, TYPE I BOISE,IDAHO 83714 w o ToE=Ec_ �T�� TOE` _ / r0 \ qs A� RIM:2542.12 INLET 22 RIM:2541.73 PHONE 208 639-6939 \ _ roE EG ToE O � SUMP:2537.68 ACHD SD-601 TYPE I SUMP:2537.49 kmen II) .com / o - _TOE_EG �p�oP ToF \ V INV IN:2539.68 12" (NW) RIM:2541.72 INV OUT:2539.49 12" (NW) g P L1J - - _ TOEE \To_° \ \� INV IN:2539.68 12" (SE) \G p �(�-� o SUMP:2538.72 Q25=0.58CFS DESIGN BY: LCK ro \ oq \ s INV OUT:2539.68 12" (NE) toQINV OUT:2539.72 12" (NW) Q100=0.80CFS Top F DRAWN BY: SRM/LCK �\ \ r0 \ Q25=0.20CFS 3 roE FG T°q F �Q100=0.28CFS CHECKED BY: LCK U i qs z o TOTO\F� T°F 6Q\ / o /// \ \ DATE: SEPTEMBER 2020 w 2., \ \ \ PROJECT: 20-088 g \ / 1� \ �� \�\ ``1 SHEET NO. a 0 50 100 150 Q Plan Scale: 1" = 50' q C4. 1LL 0 d 1 APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2538.0 SHEET NOTES 6" FREEBOARD MIN. A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �Sg\ANAL IP WIDTH PER PLAN NOTES. aF \CENSE-D TOP OF BANK ELEVATION 2538.5 B. SEE SHEETS C4.2 - C4.3 FOR STORM WATER DETAILS. 2.5' 860 TOE ELEVATION TOE ELEVATION C. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON J, 9110120 / 3 2535.5 2535.5 1 / /\ SHEET C4.0. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR �o Q �' \\\� ADDITIONAL GROUNDWATER INFORMATION REFER TO THE "2020 MID-SEASON GROUNDWATER REPORT - QUENZER F OF PROPERTY" PREPARED BY NRS, DATED JULY 7, 2020. ���/�/ C. K\N� INFILTRATION BASIN PRIMARY /� / /\// - - - - - - - - - - - /\// /\ �/ POND #2 ACHD STORM DRAIN \/�\/\\/\/\/ - - - - - - - - - - - - - /\\/\\/\\/ D. PROVIDE WATER-TIGHT SEALS AT PIPING EASEMENT - / / / / / / / /\ INSTALL STANDARD TOPSOIL AND SOD ENTRANCES a \/\\/\\/\\ \to \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/\\/\\�\\ ON SIDE SLOPES AND ALONG POND AND MANHOLES. FOR CATCH BASINS, DIVERSION BOXES, \/\/\/\/\/\/\/\/\/\/ BOTTOM OUTSIDE OF SAND WINDOWS. / / / / / / - - - - - - - - - - - - - - - - / / / / / / / / / / / m _ _\_'\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\SEASONAL HIGH GROUNDWATER E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE W. GRANDRAPIDS R. [, - - - - - - - - - - /f/ /��'/ /�f /f ELEVATION 2532.2t COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF TOP TOP6"�I 6"PI "PI 6"PI 6"PI 6"PI 6' I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\\//\\//\\//\\//\\//\\/\ STORM RM RP WHERE COVER IS BE ADS NE12 HP THAN PIPE2ORFEET THE \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\//\ APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN OE 4" MIN. TOPSOIL OR AMENDED LESS THAN 5-FEET OF SEPARATION BETWEEN c?S36 E NATIVE MATERIAL WITH VEGETATION. STRUCTURES. 11 2S,3, I F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC ?S STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. '00 To TOPS cD I 1.OREFER TO INFILTRATION BASIN PRIMARY POND NOTES, THIS SHEET. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC 626 N RATED LIDS UNLESS OTHERWISE SPECIFIED. m 23.3 \ I 6"PI- I G. THE CONTRACTOR SHALL COMPLY WITH ALL THE TOEI REQUIREMENTS FOR STORM WATER DISCHARGE A A INFILTRATION BASIN (POND #1) - SECTION A-A ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES e w_ SCALE: NTS IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP a••w PLAN PREPARED FOR THIS SITE, REGULAR SITE INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE m e y PP AND GENERA REQUIREMENTS T AS SET FORTH IN THE z Q S / e O 6 8, N �`o ^��` a"s w G \ N / H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN `L� / &9 RqN� e'7ti N ENGINEER AND ACHD. w s\� RgP��SQR - \8� � I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM z � APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2538.5 DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER ACHD STORM DRAIN ',l6" FREEBOARD MIN. PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH EASEMENT dQL rQ. s� WIDTH PER PLAN SECTION 8018 OF THE ACHD DEVELOPMENT POLICY as \ TOP OF BANK MANUAL AND ISPWC SD-623. INFILTRATION BASIN PRIMARY CD ELEVATION 2539.0 8•• 2.5' J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, L- - - - - - POND #1 \ 8, TOE ELEVATION TOE ELEVATION THE CONTRACTOR SHALL CONFORM TO THE STANDARDS /CO S' \/\\ \ 3•7 2536.0 2536.0 g.\ \\��\ SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF THE ACHD STORMWATER GUIDELINES. INFILTRATION BASIN PLAN POND #1 INFILTRATION BASIN PLAN POND #2 \\\�ii / K. INSTALL STORM DRAIN MANHOLES PER ACHD o ( ) ( ) \\ / RCED \/ _ _ _ _ _ _ _ _ _ _ _ _ _ /\\�\\y \\��\/INSTALL STANDARD TOPSOIL AND SOD CONCRETE SUPPLEMENREDUTAL CER I SLAB N 1PLACE OF WITH I ECCENTRIC CONE SCALE: 1 "=20' SCALE: 1 "=20' //\//\//\ //\//\/�\/ ON SIDE SLOPES AND ALONG POND SECTION. ALL MANHOLES SHALL BE HS-25 RATED. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BOTTOM OUTSIDE OF SAND WINDOWS. EASONAL HIGH GROUNDWATERTHE�- L. AND 8 OOMOFATHE D2017 ACHDBPOLIC MANEUALONS 8000 ELEVATION 2532.9t M. //\\\i\\\\\\i \i\\\i \\\\�\\\�\\\�\\\�\\\i\\\i\\\�j\/ LOCATEDB BUILDING LD IBOVE FINISH H E MAXIMUM ELEVATIONS M U M G RO UN DWATER SHALL SURFACE 4" MIN. TOPSOIL OR AMENDED ELEVATION PER THE INTERNATIONAL BUILDING CODE, NATIVE MATERIAL WITH VEGETATION. INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN REQUIREMENTS. I NOTE: 1. REFER TO INFILTRATION BASIN PRIMARY POND NOTES, THIS SHEET. KEYNOTES a ACHD STORM DRAIN 1. INSTALL INFILTRATION BASIN PRIMARY POND #1 (/') EASEMENT / INFILTRATION BASIN (POND #2) - SECTION B-B TOTAL VOLUME PROVIDED = 1,904 CF O z O3 INFILTRATION BASIN PRIMARY A� SCALE: NTS TOTAL VOLUME REQUIRED = 1,421 CF z Q POND #3 - - - - - - - J 2. INSTALL INFILTRATION BASIN PRIMARY POND #2 TOTAL VOLUME PROVIDED = 3.278 CF - TOTAL VOLUME REQUIRED = 2,902 CF O o z r 3. INSTALL INFILTRATION BASIN PRIMARY POND #3 W E TOE ME TOE TOE ME-ME- APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2537.7 TOTAL VOLUME PROVIDED = 3,348 CF O TP 124.5' 6" FREEBOARD MIN. TOTAL VOLUME REQUIRED = 2,044 CF Q a 2536 E E E WIDTH PER PLAN m Q W TOP OF BANK 4. INSTALL INFILTRATION BASIN PRIMARY POND #6 2537 ELEVATION 2538.2 TOTAL VOLUME PROVIDED = 4,408 CF 2538 2.0' TOTAL VOLUME REQUIRED = 4,222 CF O J 2538 TOE ELEVATION TOE ELEVATION or_ - �•\ \/�\ 6"PI 6"PI 6"PI 6�I 6"PI 6"PI 2535.7 2535.7 z Q 6"PI 6"PI 6"PI vs \\/\\/\\ /\\/\\/• Q - o EP \\/\\ \\ X19 _ _ _ _ _ _ _ _ _ _ _ \\ \\ \\\\ INSTALL STANDARD TOPSOIL AND SOD //\\ /\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ //\\//\\/�\\/ ON SIDE SLOPES AND ALONG POND W Lu \ / BOTTOM OUTSIDE OF SAND WINDOWS. � 5 \fj' /\ \/ � SEASONAL HIGH GROUNDWATERO Q ELEVATION 2532.2t z 4" MIN. TOPSOIL OR AMENDED W G INFILTRATION BASIN PLAN (POND #3) NATIVE MATERIAL WITH VEGETATION. SCALE: 1 "=20' Q 0 NOTE: Ln SPA 1. REFER TO INFILTRATION BASIN PRIMARY POND NOTES, THIS SHEET. d X INFILTRATION BASIN POND NOTES: INFILTRATION BASIN (POND #3) - SECTION C-C \ 1. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM. SLOPES SHALL HAVE SCALE: NTS 0 16. \ IRRIGATED TURF GRASS AS SPECIFIED PER THE LANDSCAPE PLANS. NO IRRIGATION ON 9 D \ BASIN FLOOR. NO WOODY VEGETATION BELOW 100-YEAR SURFACE OR WITHIN 10' OF \ EMBANKMENT SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD STORMWATER MANAGEMENT \ BASIN REVEGETATION GUIDANCE MANUAL AND SPECIFIC BMP'S FOR ADDITIONAL APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2541.5 o \ VEGETATION REQUIREMENTS. \ 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE 6" FREEBOARD MIN. - z \ AFTER CONTRIBUTING DRAINAGE AREA HAS SITE SEDIMENT & EROSION CONTROL WIDTH 33.91' MEASUREMENTS IN PLACE.. TOP OF BANK 3. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF ELEVATION 2542.0 a \ TOPSOIL. TOPSOIL SHALL BE STOCKPILED AND USED AT FINAL GRADING TO ESTABLISH 2 5 .01 VEGETATION. TOE ELEVATION TOE ELEVATION 0 \ a \ 4. FILL MATERIALS FOR EMBANKMENT SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, SC, \�\\ \ 3'1 2539.0 2539.0 3•,1 /\\��\ CH, OR CL AND MUST HAVE AT LEAST 30% PASSING THE #200 SIEVE. AREAS ON WHICH / FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL. EMBANKMENT ti \ FILL SHALL MEET ISPWC CLASS C COMPACTION REQUIREMENTS. CONSIDERATION MAY BE \ / GIVE TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF DESIGNED BY A GEOTECHNICAL ENGINEER. \��\//\\//\//\/ - - - - - - - - - - - - - //\\//\\//\\//� INSTALL STANDARD TOPSOIL AND SOD Z \ / 5. ALL PIPE OUTLETS TO BASINS SHALL BE UNEXPOSED AND FULLY BURIED WITH METAL \/\\/\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/\\/\\�\\ ON SIDE SLOPES AND ALONG POND \ / END SECTION TO PREVENT DEGRADATION OF THE PIPE FROM WEATHER. /\/\/ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ BOTTOM OUTSIDE OF SAND WINDOWS. o, ' / / / / / / / / / / / / / / / / / /\/ g \\ `1�c��� // 7. LICENSE TABLE 1AGREEMENT E IS REQUIRED G OU OR HO R OWNED BASINS.N - -\/ \\\ /\/\\/\\\\\L/\\/\\L/\\/\\/\\/\\/\\//\\/\�/\��L�\SEASONAL HIGH GROUNDWATER E N G I N E E R I N G '� f fj"/ �j"/ /7�f� "/ f ELEVATION 2536.0± 9233 WEST STATE STREET W // 8. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS \\\\\\ \\\\\\\\\\\�\\\\\\�\\\�\\�\\\\\\�\\\\\\ BOISE,IDAHO 83714 \\ tx / ENCOUNTERED ABOVE THE ANTICIPATED SEASONAL HIGH GROUNDWATER ELEVATION. //\//\//\//\//\//\//\//\//\//\//\//\//\/ / PHONE(208)63o9-6939 \ o \ / 4" MIN. TOPSOIL OR AMENDED /W `° OINFILTRATION BASIN PRIMARY NATIVE MATERIAL WITH VEGETATION. DESIGN BY: LCK / ACHD STORM DRAIN POND #4 / EASEMENT DRAWN BY: SRM/LCK CHECKED BY: LCK U o NOTE:. REFER TO INFILTRATION BASIN PRIMARY POND NOTES, THIS SHEET. DATE: SEPTEMBER 2020 z W PROJECT: 20-088 INFILTRATION BASIN PLAN (POND #6) SHEET NO. Q SCALE: 1 "-20' INFILTRATION BASIN (POND #6) - SECTION D-D 0 SCALE: NTS C4.2 O d L.L_ INFILTRATION BASIN POND NOTES: SHEET NOTES 1. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM. SLOPES SHALL HAVE IRRIGATED TURF GRASS AS SPECIFIED PER THE APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2538.5 A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY SSAL fNCj LANDSCAPE PLANS. NO IRRIGATION ON BASIN FLOOR. NO WOODY VEGETATION BELOW 100-YEAR SURFACE OR WITHIN 10' OF EMBANKMENT 1' FREEBOARD MIN. NOTES. aF �10ENSE-40 SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL AND SPECIFIC BMP'S FOR ADDITIONAL VEGETATION REQUIREMENTS. TOP OF BANK WIDTH PER PLAN B. SEE SHEETS C4.2 - C4.3 FOR STORM WATER DETAILS. 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE AFTER CONTRIBUTING DRAINAGE AREA HAS SITE ELEVATION 2539.7 860 SEDIMENT & EROSION CONTROL MEASUREMENTS IN PLACE.. 2,3' C. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON 3. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL. TOPSOIL SHALL BE STOCKPILED AND USED AT " 9/10/20 0 TOE ELEVATION TOE ELEVATION SHEET C4.0. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR � � Q FINAL GRADING TO ESTABLISH VEGETATION. 9 4. FILL MATERIALS FOR EMBANKMENT SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, SC, CH, OR CL AND MUST HAVE AT LEAST 30% \�\ 3'1 2536.2 2536.2 3,1 /\/\\ ADDITIONAL GROUNDWATER INFORMATION REFER TO THE '9� lF OF \OP v PASSING THE #200 SIEVE. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL. EMBANKMENT FILL \\//\\//\ // //\\/\ 2020 MID-SEASON GROUNDWATER REPORT - Q2020. SHALL MEET ISPWC CLASS C COMPACTION REQUIREMENTS. CONSIDERATION MAY BE GIVE TO THE USE OF OTHER MATERIALS IN THE PROPERTY" PREPARED BY NRS, DATED JULY 7, 2020. EMBANKMENT IF DESIGNED BY A GEOTECHNICAL ENGINEER. //%/ /�\// - - - - - - - - - - - - /\/ / / D. PROVIDE WATER-TIGHT SEALS AT PIPING 5 PALL IPE PFROM WEATHER.IPE OUTLETS BASINS SHALL BE UNEXPOSED AND FULLY BURIED WITH METAL END SECTION TO PREVENT DEGRADATION OF THE \ \ \ - - - - - - - - - - - - - \\ \ \\ \ INSTALL STANDARD TOPSOIL AND SOD ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, \\ ON SIDE SLOPES AND ALONG POND AND MANHOLES. 6. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. ��\/\\/\\/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ BOTTOM OUTSIDE OF SAND WINDOWS. 7. SEE TABLE 1, SHEET C4.0, FOR GROUNDWATER INFORMATION. ' // // / // // // // // // // // // // // // // // //\/ E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE 8 GROUNDWACONTRACTOR SHALL TER ELEVATION. THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE ANTICIPATED SEASONAL HIGH - -�� �\\ \ \\ \\\\\ \\\ \ \ \\�\ 'N, ELEVATION \/�\\\'//�\ �-EVATION HIGH 33 g GROUNDWATER RCOVER OVER OW OR WHERE PCOVERE IS THAN 2 FEET.GREATER THAN OUTSIDE FEET THE \\\ \\\� STORM PIPE SHALL BE ADS N-12 HP PIPE OR 3OINFILTRATION BASIN ACHD INFILTRATION BASIN PRIMARY EASEMENT POND #4 4"STORM DRAIN O4 INFILTRATION BASIN APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN FOREBAY #1 - - - - - FOREBAY #2 MIN. TOPSOIL OR AMENDED \\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i� LESS THAN 5-FEET OF SEPARATION BETWEEN - - - - - - - - - - - - - - - - - - - - - - - - - O - - - - - - - NATIVE MATERIAL WITH VEGETATION. STRUCTURES. Lu F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC Q STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. -Top Top TOP MP MP TOP TOP Top TOP roP_2540op 7 Top MP TOp STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC 2539 NOTE: RATED LIDS UNLESS OTHERWISE SPECIFIED. $y 26.3' 1. REFER TO INFILTRATION BASIN PRIMARY POND NOTES, THIS SHEET. TOE 2538 6.5' G. THE CONTRACTOR SHALL COMPLY WITH ALL THE \ 2 TOE TOE TOE TOE - ME-ME-ME-ME-ME- 2537 a REQUIREMENTS FOR STORM WATER DISCHARGE TOE TOE$3) TOE TOE TOE TOE TOE Liof ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES \S 2;�>, 154.9' INFILTRATION BASIN (POND #4) - SECTION A-A IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP 7 � 12"SD SCALE: NTS PLAN PREPARED FOR THIS SITE, REGULAR SITE o, 7 INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE ropao -TOE�TOE i n M SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN N TOE TOE -TOE TOE TOE TOE TOE u7 Lo z 00 T 2537 N N N APPROXIMATE 100-YEAR WATER THE NPDES GENERAL PERMIT. O o TOP OF BANK SURFACE ELEVATION: 2538.5 H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN Top- 2538 ELEVATION 2539�2539 .? cn 2 w TOP TOP Lu �P TOP TOP 2540 TOP TOP �p Top ENGINEER AND ACHD. Lu \a w BERM ELEV. = 2538.5 I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM D DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN BERM ELEV. = 2539.0 1 6' MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER a w 6" FREEBOARD MIN. PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH \8 \/\\\\\\\ /\\\\\�\ SECTION 8018 OF THE ACHD DEVELOPMENT POLICY WIDTH VARIES�i// // 3• 3.1 / / PER PLAN \\/\\/\\/\\ \ INSTALL STANDARD TOPSOIL AND SOD PER LANDSCAPE PLANS J. D THE CONTRACTOR SHALL CONFORM TO THE LOCATIONS, DARDS o � `s"w 'w s"w s"w s"w s"w s"w s"w s"w a"w s"w suw a'w ' ss a TOE ELEVATION \/ / //\\//\/ // // // // // / //\\//\/ \ \ \�iN SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF 2536.9 \\/\\/\\ THE ACHD STORMWATER GUIDELINES. \ \�\ \ \ \,�/\ \/\ \ _ SEASONAL HIGH GROUNDWATER ss - \/\� /\� �\/\l�/\�/�/ � ELEVATION 2533.3f K. INSTALL STORM DRAIN MANHOLES PER ACHD o L SID " /\// //\//\/\\//\//\//\// //\//\//\//\//\//\/� CONCRETERCED NREDUTAL DCERISLRB N 1PLACE OF WITH EGOCENTRIC CONE $ \\ \\/�\/�\/�\/�\/�\/� \/\\ \\ \\ \\ \\�� SECTION. ALL MANHOLES SHALL BE HS-25 RATED. \ 8"S�8"S 8"S 8"S 8"S 8"S 8"S-�8"S 8"S 8"S 8"S 8"S 8"S S"S 8"S 8"S- cO "4 MIN. TOPSOIL OR AMENDED ^ I 3.0' MIN. NATIVE MATERIAL WITH VEGETATION. L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 AND 8200 OF THE 2017 ACHD POLICY MANUAL. M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE NOTE: LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE INFILTRATION BASIN PLAN (POND #4) 1. REFER TO INFILTRATION BASIN PRIMARY POND AND FOREBAY NOTES, THIS SHEET. ELEVATION PER THE INTERNATIONAL BUILDING CODE, SCALE: 1 "=20' INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN REQUIREMENTS. O5 INFILTRATION BASIN FOREBAY #1 - SECTION B-B INFILTRATION BASIN INFILTRATION BASIN PRIMARY � O6 INFILTRATION BASIN FOREBAY #3 O POND #4 FOREBAY #4 SCALE: NTS KEYNOTES ® r_1 APPROXIMATE 100-YEAR WATER ELEV. = 2539.1 BERM Q s"Pi s"Pi 6"PI s" i s"Pi s"Pi s"Pi „Pi TOP OF BANK SURFACE ELEVATION: 2539.0 w 1. INSTALL INFILTRATION BASIN PRIMARY POND #4 (/') BERM ELEV. = 2539.5 o_ ELEVATION 2539.7 TOTAL VOLUME PROVIDED = 7,543 CF 0 z 2540 o TOTAL VOLUME REQUIRED = 7,457 CF z 2539 J 6.3' 2538 2 TOTAL VOLUME PTROVIDED ION IN PRIMARYCF POND #5 z CL TOE 2537 TOE TOE TOE TOE TOE -ME 1nE r 18"IS SD p // / 2 / / TOTAL VOLUME REQUIRED = 9,731 CF 0 � no r W 77.4' 2538 roE TOE 6" FREEBOARD MIN. /\//\//\�' N N N S12 2539 \/�\/\\/\ 3. WIDTH VARIES 1 \ \\ z // // / �' // // / INSTALL STANDARD TOPSOIL AND SOD 3. INSTALL INFILTRATION BASIN FOREBAY #1 2540sm \,\\ \\ \\ \ PER PLAN \\ \\ \\ \\ \ TOTAL VOLUME PROVIDED = 527 CF / 0 \ N o o w 7 �� /j//\ ______ _ \ //j\/j\/\//jj//j\/ PER LANDSCAPE PLANS TOTAL VOLUME REQUIRED = 399 CF Q = G c W N TOE ELEVATION / //\//\/ // // // �\�� m Q W 7 - - - - - - - - - - - - - - 2537.0 /\\/\\/\\/ /\\/\\/\\/\\/\ \\/\\/\\/\\ \ \\� 4. INSTALL INFILTRATION BASIN FOREBAY #2 p r _ ��j\ \/ /\ \�j\ \�\/\�\ \ \, \ \/�\/\ _ SEASONAL HIGH GROUNDWATER TOTAL VOLUME PROVIDED = 643 CF \ �\ �\/ \/� ELEVATION 2534.Ot (� - 0 Ln TOE 4' EASEMENTACHD STORM DRAIN \j / ////// ////// TOTAL VOLUME REQUIRED = 428 CF J _TOE_ \\\ '\\\/\\\/\\\/\\\/\\\j\\\/\ \\/ 5. INSTALL INFILTRATION BASIN FOREBAY #3 (n z a tillTOE_ BLOCK 3 4" MIN. TOPSOIL OR AMENDED 3.0' MIN. TOTAL VOLUME PROVIDED = 815 CF Q _ Q s w 78 ToE_ I NATIVE MATERIAL WITH VEGETATION. TOTAL VOLUME REQUIRED = 631 CF w Q _ 9 TOE a 6. INSTALL INFILTRATION BASIN FOREBAY #4 s\ NOTE: TOTAL VOLUME PROVIDED = 874 CF Lu 1. REFER TO INFILTRATION BASIN PRIMARY POND AND FOREBAY NOTES, THIS SHEET. TOTAL VOLUME REQUIRED = 1,321 CF 0 5 y L s 21 s s I a 7. INSTALL ARMORED SPILL CHANNEL WITH ANGULAR RIPRAP, z 6"-12" NOMINAL SIZE WITH NONWOVEN FABRIC PER INFILTRATION BASIN FOREBAY #2 - SECTION C-C 4-FT SECT 206 & 2050. MINIMUM 6" DEPRESSION, w w w s_ - - - _ _ _ i SCALE: NTS s � _ 0 � w_w�w 1 ,6'P cn o d N INFILTRATION BASIN PLAN (POND #5) M Z SCALE: 1 "=20' 0 a Z o APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2539.1 TOP OF BANK APPROXIMATE 100-YEAR WATER APPROXIMATE 100-YEAR WATER 1' FREEBOARD MIN. ELEVATION 2540.1 TOP OF BANK SURFACE ELEVATION: 2539.1 TOP OF BANK SURFACE ELEVATION: 2539.5 WIDTH PER PLAN ELEVATION 2540.1 ELEVATION 2540.1 0 a 2.7' o TOE ELEVATION TOE ELEVATION a 3.12536.4 2536.4 2 2' 3'•1 /\\�\\ ///// 6" FREEBOARD MIN. // // ///// 6" FREEBOARD MIN. / / \ WIDTH VARIES 1 \\ \ \ \/\ 3'1 3' // // / INSTALL STANDARD TOPSOIL AND SOD // // / 3 7 WIDTH VARIES 3.1 // // / INSTALL STANDARD TOPSOIL AND SOD \ \ \ \ PER PLAN \\ \\ \\ \\ \ \,\\ \\ \\ \ PER PLAN \\ \\ \\ \\ \ \/ /\\/\\/\\/ /\/ - _ _ _ _ _ _ /\/\/\/\ PER LANDSCAPE PLANS \/\/\/\/ _ \/\/ PER LANDSCAPE PLANS \ INSTALL STANDARD TOPSOIL AND SOD / / // // / // / // / \ \ \// ON SIDE SLOPES AND ALONG POND TOE ELEVATION \\/ \\ \ \\ \ \\\ \ \� Z '�\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ BOTTOM OUTSIDE OF SAND WINDOWS. / // // / // // // // // / // // / � TOE ELEVATION / / ////////\// 2537.1 /\\/\\/\\/ /\\/\\/\\/\\/\\/ /\\/\\/\\/\\ \\ 1/\\� 2537.5 /\\//\\//\\// //\\//\\//\\//\\//\\// //\\//\\//\\//\\ \ \\\ E N G I N E E R I N G 3 \\/\\ \\ \\\\_SEASONA_L HIGH GROUNDWATER _ �\�l,\�/\/ \/\��/,\�/,l,\��l\ \ \�/,\�/,L\�l\ ,L\�/\ \/ _ SEASONAL HIGH GROUNDWATER _ ��/\ \/ \ \�/\ \�\ \ \ \ \ \ \/\ \ _ SEASONAL HIGH GROUNDWATER 9233 WEST STATE STREET ELEVATION 2534.2t \/ \ /� \�/\/ \"� \ /\� \'/ ` '/ \��// \� ELEVATION 2533.7t \/� / /�/\ \/\l/ /\�/\/� /\��\�/�/�\/� ELEVATION 2534.5t BOISE,IDAH083714 w \ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\\/ //\//\/\//\//\//\//\//\//\/\//\//\//\//\//\//\ //\//\/\//\/ \/ PHONE(208)639-6939 /\ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\i kmengllp.com \ice\ice\r�\ice\r�\ice\r�\ice\r�\ice\r�\ice\i� \/\/\/\/\/\/\ \/ \\/\\/\\/\\/\\/\\/\ \\/\\.\\.\\.\\.\\ W 4" MIN. TOPSOIL OR AMENDED 4" MIN. TOPSOIL OR AMENDED 4" MIN. TOPSOIL OR AMENDED DESIGN BY: LCK w NATIVE MATERIAL WITH VEGETATION. 3.0' MIN. 3.0' MIN. NATIVE MATERIAL WITH VEGETATION. NATIVE MATERIAL WITH VEGETATION. DRAWN BY: SRM/LCK g CHECKED BY: LCK U o NOTE: NOTE: NOTE: DATE: SEPTEMBER 2020 z 1. REFER TO INFILTRATION BASIN PRIMARY POND NOTES, THIS SHEET. 1. REFER TO INFILTRATION BASIN PRIMARY POND AND FOREBAY NOTES, THIS SHEET. 1. REFER TO INFILTRATION BASIN PRIMARY POND AND FOREBAY NOTES, THIS SHEET. Lu PROJECT: 20-088 Z g SHEET NO. Q INFILTRATION BASIN (POND #5) - SECTION D-D INFILTRATION BASIN FOREBAY #3 - SECTION E-E INFILTRATION BASIN FOREBAY #4 - SECTION F-F oC C4.3 SCALE: NTS SCALE: NTS SCALE: NTS 0 d LL SHEET NOTES II I cn- Q S 11 -� O I A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc/ qn a °° Q O NOTES. ak \CENSE-D STA: 3+39.19 O O SEWER ALIGNMENT "D", �SEE SHEET C5.3. 21 INV: 2530.00 O z B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. !� � CO- L: 62.0' C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY w O O0 Ci OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s� 9/10/20 0 SSMH #A-2 (60-INCH) 4"PI 4"PI 6"PI 6" 1 6"PI 6" I --- �P� v STA: 1+95.47 OFFSET: 0.00' � Z 3 z ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC � 9�E' \ � N: 72133.08, E: 2438514.26 1 - TOE BLOCK 1 ` S 10 4 SD-507. �is.�/A' OF W co 2 SSMH #A 3 (60-INCH) O O w D. INSTALL STANDARD SERVICE MARKERS PER CITY OF 'V STA: 4+10.69 OFFSET: 0.00' > 00 MERIDIAN STANDARD DRAWING SW3. a"w s" s"w a'w s"w °w SEWER ALIGNMENT "C", a Q N: 721319.83, E: 2438729.01 22 3 +00 W. G AND RAPIDS DR•3+00 a w_ SEE SHEET C5.2. - N O4 N Q E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER $"SI `° .,g 4+00 e i N SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 8"S EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 6s. 151' a 1v z TO INSTALLATION. SERVICE LENGTH AND INVERT ARE Is, a z °° BASED ON STUB LOCATION. STATIONING TAKEN FROM \\kp0 TOP �4g• d, \s Og O 0 CENTERLINE OF SEWER ALIGNMENT. 1 2 F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM EXISTING SSMH #ASE O 6"PI s"PI_s p z 3 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w �h STA: 1 294.17 OFFSET: 0.00' S a 23 SEWER MAIN AND SHALL BE 4" DIAMETER. 721294.17, E: 2438427.54 x0 �' - `° m — a � O � w- o V moo` �'s \ s SEWER ALIGNMENT "B", I _TI KEYNOTES N \ \ s•• SEE SHEET C5.1. 1. MAINTAIN VERTICAL AND HORIZONTAL u 92' O8 ( u POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 0� OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET v BLOCK 3 sA 8s a� / O - C1.1 FOR ADDITIONAL INFORMATION. CA 2. MAINTAIN VERTICAL AND HORIZONTAL m N O 0 00 24 26 POTABLE/NON-POTABLE MAIN/SERVICE OR III z II / s, TOP Top Top Top Top To � 03 SERVICE SERVICE LINE SEPARATION PER CITY OF A�\ a "SD TOE TOE TOE TOE 0 - MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z O4 SSMH #A-4 (60-INCH) � a• ;10 FOR ADDITIONAL INFORMATION. 0 STA: 5+98.68 OFFSET: 0.00', TOE— of TOE TOE N: 721211.52, E: 2438882.66'\ a• TOPS J 3. CORE DRILL NEW 8" PIPE CONNECTION. CLOSE N 2 W TOP To TOP TOP 2rj 6"PI 6"PI 6"PI j il 6' I w / � \ 00 N INSPECTION WILL BE REQUIRED BY THE CITY OF MERIDIAN w O sA� OO a„w rn o FOR MODIFYING THE EXISTING SSMH. S 0 O \ 148• s"w s a"w a"w s"w—�4—s'1----eel'"90.-8"w a"w a"w a"w s"w s"w a"w—o,�-a"w " sO� 8+00 9+00 10+00 11+00 W. GRAND RAPIDS DR. 12+00 13+00 8"S 8'• 8"S 8"S Ak8"S 8"S 81'S 8"S 8"S ui s'oj O d: 1 Q O 9 Q co SSMH #A-5 (60-INCH) SSMH #A-6 (60-INCH) 0• Ln Q STA: 7+52.90 OFFSET: 0.00' 'I 6"PI "PI 6"PI STA: 10+01.46 OFFSET: 0.00' 6"PI 0° } Z N: 721129.10, E: 2439013.02 N: 721126.65, E: 2439261.57 STA: 13+00.70 OFFSET:SSMH #A-7 SET: 0.00 INCH) o Ji z SEWER ALIGNMENT "E", O � SEE SHEET C5.2. O 3 925 24 23 22 N: 721123.70, E: 2439560.79 z z v � � 28 I 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' r-1 2555 2555 C; z L1J z V) LL O z ° Ln Q 2550 � _ ^^� 2550 > O � z 0 o F— .... N c3n ^ 3 =o ww " Z "�, I w - - o0 z w z =o ..`. =o LLI — �o cn z 0 _ 00 w 00 00 z 00 v" z 0 z 0 z 0 `."00 of � 00 00 00 cD 0 r- r, N m V--I Q Q 0 N 0 _ 00 O 00 I Ii 00 00 O O 00 00 7 O r7 r7 p D Q J N O O Lei 00 O lwi 00 O O r- � O N N Cn CO-0) O O 04 2545 =0 r) o 1 0 � Co 0 _ �° 0 0 00 �n 0 0i of ,i, a o 0 U-) Un N 2545 z ; Q 't 00 O 00 06 7 Q N L N + N N H (nO� Kjnj C`1�C`1CCi ��NI� I �r- - - �� NN H O� z z Vl cn0� � � 'n I o � I � � `� Q00 0LO N + � =�N - - 0 � - OQj � � N Qvi N <1 C; N 0) H 2I-NZZ 0 �Q� > > > - O zOMNN +� c� D +LOZ D 2LoNZZ O �Q� » > cnc~no zz z w Z ±C14 O m 04 - 0 =ItNZ O �Q� > > > U)U)&EZZ Z_ LJJ �Qg �Q� > > �Q� > > ~- ZZ Z - - 2540 FINISH17DGROUND — — — — — — — — — 2540 W z 1 - - - - - - - - z w Q Lu 2535 EXISTING GROUND o `� (o 2535 W w N ~N/ un w N 1..1. N O 00 D 2530 2530 v m N N M a z 0 a z 2525 2525 0 0 a z w c? 0 a 2520 2520 0 D 0 N O N O 3 Z z 2515 2515 Y E N G I N E E R I N G Z 95' of 8" VC C� 2.84% 3 9233 WEST STATE STREET BOISE,IDAHO 83714 I..L.I PHONE(208)639-6939 \ EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com w FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ILLJ 10 2510 2510 DESIGN BY: LCK DRAWN BY: SRM/LCK g to r- 0 O � M N 00 O N Cfl 00 L 00 M 0 0 _ 00 ^ 00 0 ONO O O _ O NO 0 0 00 � O O � co N C14 co rn N O � r- of r- o 06 r, 00 00 o 00 o 00 0 0 0 0 _ N CHECKED BY: LCK z r7 n n n r) M of 7 7 Cq 7 7 7n n 04 u n � � 'n 'n � `n � LO DATE: SEPTEMBER 20200 n � N N N N to N NN NNN NN NN NN N NN NN NN N NN NN N N N N NN NN N N z N N N W PROJECT: 20-088 z SHEET NO. Q 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 11+50 12+00 12+50 13+00 J r`C .O 1. OC W O 0 0 d L.L_ I II 0-0 SHEET NOTES '� • AL A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER O SSCO #B-7 NOTES. �aF \CENSE-10 STA: 1 1+72.41 OFFSET: 0.00' N: 720738.03, E: 2440123.92 3 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 6p `� � 860 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY J, 9/10/20 0 / CID TOP OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE Q w ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9�F \vj v 6 P� 1 SD-507. � C. OF \N�� d9 e` Q SSMH #B-5 (48-INCH) 1 N oo ` O D. INSTALL STANDARD SERVICE MARKERS PER CITY OF C. K 10 STA: 692.27 2 OFFSET: 8.59 2 MERIDIAN STANDARD DRAWING SW3. IQ / N: 720692.27, E: 2439938.59 m N 6e` O - 1 301 1r o- E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER STA: 9+21.32 aoi.-N v o SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY ro INV: 2538.18 N �Z EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR L: 51.7' z{m o TO INSTALLATION. SERVICE LENGTH AND INVERT ARE O / O STA: 8+65.36 BASED ON STUB LOCATION. STATIONING TAKEN FROM INV: 2538.21 2 n 90° CENTERLINE OF SEWER ALIGNMENT. L: 55.2' N o �Q `\O� �� STA: 1+49.69 STA: 8+02.38 2 °' .� - F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM INV: 2537.96 a" I SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY uj INV: 2537.59 O a"w Top- SEWER MAIN AND SHALL BE 4" DIAMETER. L: 51.5' 9 �e O L: 53.7' B„W _ I lop o 71A 2 2 a gkoo "a 10+00 4 e/ �_ - KEYNOTES STA: 7+47.68 /pFL - 2 �e �E N SSMH #B-6 (48-INCH) 1. MAINTAIN VERTICAL AND HORIZONTAL OSSCO #B-1 \ 8•, s 6 L:V45.637 71 \�MQN g'S \6g 2 N: 720624.78,STA: 10+04.92 EF24 0000 53 OFTMERIDANNREQUIRE MENTSLE N SEE LINE WATERSEPARATION NOTE 2PER SHEET STA: 1+00.00 OFFSET: 0.00' S+ SSMH #A-7 (60-INCH) Q` O a 00 0 TOES- C1.1 FOR ADDITIONAL INFORMATION. N: 721254.74, E: 2439561.85 STA: 2+31.05 OFFSET: 0.01' 6 STA: 6+89.21 2 �06° ; 8 gt� 38 ~ 2. MAINTAIN VERTICAL AND HORIZONTAL 8k 1 N: 721123.70, E: 2439560.79 INV: 2537.46 / STA: 9+00.01 N _ TOES POTABLE/NON-POTABLE MAIN/SERVICE OR 2x O L: 52.9' INV: 2538.29 0O \ SERVICE/SERVICE LINE SEPARATION PER CITY OF N 8•.' 00 STA: 3+10.25 L: 37.6' �o S� INV: 2537.31 2 / W MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z s• 5 �� FOR ADDITIONAL INFORMATION. O STA: 1+43.69 � � L: 46.0' � 2 Z �, \ INV: 2537.61 s STA: 8+17.98 cn o \ (6" SERVICE) \5S O c0/ \ STA: 6+28.85 O INV: 2538.01 37 3 - 3. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN L: 38.5' o O N D - > w e` 8gy 2 INV: 2537.22 �x L: 35.4' S - - „, STANDARD DRAWING S1. Lu (0 / 8s2so �� 8 L: 53.2' 2 SSMH #B-4 (60-INCH) 4.a TOo� TOP INSTALL 8" SEWER STUB WITH "T" TYPE CLEANOUT PER w g0° �\ O STA: 7+47.68 OFFSET: 0.00' CITY OF MERIDIAN STANDARD DRAWING S1. OO 4: 720788.1 1, E: 2439803.49 INV: 2525.48' spy 26 Q O� so �� STA: 7+19.78 a 9 STA: 5+68.46 36 P -- Ps Ns- �! d INV: 2537.61 41 ps ps�PS f V INV: 2536.97 g L: 40.5' 6„p� Ps 'tiYSjO` L: 49.6' 34 „p� PS Ps �-PS TOP- F / �s, TOP , ��Q lb STA: 3+03.97 2 Bq�iFQ s Ox00 6� /� O TOP v� INV: 2537.38 S x0 / 2 STA: 6+46.00 �% L: 38.5' 0 INV: 2537.28 �Q� e Q s /ToP TOE TOE- L: 36.2' /ToP To 0 9� 0 � � E TOE__-,TOE TO z 'd9 28 8,, 41 33 , 1 35 01 E a N T STA: 3+70.00 S 1 \36 e c /To INV: 2537.02 46° 8„W 6 E T TOE TOE TOP -TOP�/ L: 38.5' e` id9 STA: 5+79.74 BLOCK 3 Q e� e roe �/ TOE_ P u SEWER ALIGNMENT "A", `O INV: 2537.00 e` .�, / �o P SEE SHEET C5.0. 29 \� 5+00 L: 39 9' OR co �d ',,9 / T OP SSMH #B-2 (60 INCH) 2 - \ STA: 4+76.00 OFFSET: 0.00' SSMH #B-3 (60-INCH) / e �d9 N: 720878.75 E: 2439558.85 STA: 5+22.14 STA: 5+22.14 OFFSET: 0.00' INV: 2536.76 N: 720840.08, E: 2439584.03 Q� ,roe \ / L: 38.8 / / 9 e` a' STA: 4+94.54 e` / oe FOR CO (o INV: 2536.63 '01 31 e� e / 8Lu 40 O SEWER ALIGNMENT " B" PLAN AND PROFILE z z V)0 50 100 150 0 5 10 15 O z I� O Q Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' J Q 2555 2555 H z m Q W z ^ ^ Do � a o � (� W 0 3 = w? - 2550 v u o =o w^ Z 0� Z W L 00 2550 z m o _ Zo 00 oo �0 _ 0o ZO Q O o ao I i� 00 00 = w v z Z o _ ao ao� °O I ao ao I- o �? 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N � I a N N (n u _ c N N N 2535 N �N �N 2535 u N N a N N z C`1 0 r z w U 2530 2530 a z w c? a 0 a 0 0 0 2525 2525 N O N O 3 w z 2520 45' of8" P � 0.41% 2520 ENGINEERING 3 9233 WEST STATE STREET BOISE,IDAHO 83714 W PHONE(208)639-6939 \ kmengllp.com W 10 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT DESIGN BY: LICK FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 DRAWN BY: SRM/LCK g CHECKED BY: LICK U z O a0 Cy) O O M Cy) n N L0 N O O 07 N O rn c0 O M r- r- 00 00 00 rM O r- N r- r L0 O z 0 0) o 00 r7 cD N c0 N o ro 00 DATE: SEPTEMBER 2020 u N N N O O N N N N N N N N N N N N r7 W N N N N N IN N N N N N N N N N N N N N N N N N N N N N PROJECT: 20-088 z N N N N N N N N N N N N N N N N N N N N v g SHEET NO. Q a 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 11+50 12+00 C5. 1 O LL SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL NOTES. aF \CENSFD y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. � / �' I C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 96860 0 o OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE SEWER ALIGNMENT "A", QQ� dol m ISPWC INSTALL MANHOLE COVER AND FRAME PER ISPWC � TF OF SEE SHEET C5.0. s�Pi 6"PI 6"PI 6"PI s"Pi 6"Pi�6"Pi s'Pi 0 �N �a C. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF N K MERIDIAN STANDARD DRAWING SW3. BLOCK 3 Cb BLOCK 1 J�� w \8'w E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER O � �' �' o ou a' w SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY �a a CD BLOCK 3 0) Q 8'w EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR / 7% LO/ O 00 a' `� TO INSTALLATION. SERVICE LENGTH AND INVERT ARE SSMH #A-4 (60-INCH) 00 r`; 1 O O OO O 1 Q CCENTDERLOINESOF SEWER LOCATIOALIGNMENONING TAKEN FROM STA: 1+00.00 OFFSET: 0.00' STA: 1+99.05 O 12 O �N: 721211.52, E: 2438882.66 INV: 2536.06 SEWER ALIGNMENT "F", O F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM / 8., STA: 3+24.76 STA: 3+90.76 STA: 4+69.59 _ { S+ L: 38.5' SEE SHEET C5.4. CO. �° ri SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY 11 INV: 2536.82 STA: 4+39.09 � L: 37.5' INV: 2537.09 INV: 2537.30 INV: 2537.31 w SEWER MAIN AND SHALL BE 4" DIAMETER. Q /g5 \ L: 37.5' L: 36.1' L: 83.5' �+ y�' KEYNOTES # / 1 SSMH #A-5 (60-INCH) O tea° / Cb y s� d STA: 2+77.59 OFFSET: 0.00' 1. MAINTAIN VERTICAL AND HORIZONTAL 2 2 2 144° �$ 2 M 9° �O N: 721129.10, E: 2439013.02 e.. N. CORALINDA AVE. '� 10 STA: 4+77.59 � POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY +00 4+00 5 g INV: 2537.45 1 13 1+00 2+00 O OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 2 8"S 8" "S L: 70.9' ..s 8..5 g�� C1.1 FOR ADDITIONAL INFORMATION. 81" 90' SSMH #E-1 (48-INCH) N. CORALINDA AVE. ,.SO - STA: 1+78.55 O�� .. � STA: 1+00.00 OFFSET: 0.00' �p °- .. ' t� A 2. MAINTAIN VERTICAL AND HORIZONTAL w w s'w r: �q1 -s"w s"w s"w s'w A w `% POTABLE/NON-POTABLE MAIN/SERVICE OR INV: 2535.88 N: 720956.83, E: 2438969.84 w SERVICE/SERVICE LINE SEPARATION PER CITY OF STA: 4+77.59L: 52.6' 2 INV: 2537.55 N c» MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z SSMH #C-1 (48-INCH) 2 2 2 ��: o L: 49.8' 11 N SEWER ALIGNMENT "A", FOR ADDITIONAL INFORMATION. O SEE SHEET C5.0. STA: 2+30.95 OFFSET: 0.00' STA: 2+30.95 O SSMH #C-3 (48-INCH) 27 w N: 721316.22, E: 2438961.32 INV: 2536.28 1 STA: 4+77.59 OFFSET: 0.00 STA: 2+77.57 STA: 3+3780 STA: 4+0057 m � � 1 \ v j . . 14 L L: 45.0' N: 721551.35, E: 2438990.42 � � - INV: 2536.63 INV: 2536.87 INV: 2537.12 °4 o 0 G) L: 52.5' L: 52.5' L: 52.5' N z m m 6"p v 9 coO s $ O H 2 STA: 5+47.80 cn Z o 10 11 12 w S INV: 2537.86 12 m 6 m m a L: 52.5' m m BLOCK 2 SSMH #C-2 (48-INCH) Q 4 $ STA: 4+39.09 OFFSET: 0.00' ozc °D ^ 7 N: 721524.35, E: 2438962.98 e 0 6"PI 6"PI 6"PI 0 4% m 11 O 2 STA: 6+07.80 z 6'PI 6"PI 6" 6"PI 6"PI 6"PI 6'PI "PI 6"PI C0 1 S INV: 2538.18 13 u L: 52.5' I ce SSMH #C-4 (48-INCH) STA: 6+75.80 OFFSET: 0.00' N: 721549.40, E: 2439188.61 2 STA: 6+67.80 m OO � S INV: 2538.14 14 L: 52.5' r-I SEWER ALIGNMENT " C" PLAN AND PROFILE SEWER ALIGNMENT " E " PLAN AND PROFILE o z 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 w wJ J Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" =S' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" =5' z z 1E �- 2555 2555 O Q oc � c/') J a > O a- zz o = z < < ^ m Q W z z J QJ 2550 w _ -, -- ) _ 2550 2550 2550 O U ' ^ UO �.wiv Z� �� ZO �Z�e ZO � V ) ? o " ao o ao I 7 V"J U o _ 00 1 ao 1 U- oo _ ao o ^ z =o w w 00� ao �o �n rn r �o O �o =o '� Q U o o c0 �n ri O � ZO 00 � N N0)pr� � �� M ���(0Mrjrj � �00� � ZO _ 00 O I� Z Z L� 0000 O ON 1 gcOr7r� u I 0) MMM N I UO W (n OLD 1 OOMM N C)0) N UI�� � 0 � N UNN � 00� 0000 � Z `..�: 2545 `°� � 0 Co U00 +CNN +� zz +� zZz =�No 2545 2545 �_� 00 co0 0000 W 00 w w ,to0c6c0 2NNZZ O ��N - - O -��N - - - O �a > 0Coc6c6 N �o a000 2545 = Lu C 0; � ate » > (/7H� >> > > �H- z CNN N NN 0) W G_ aoa, �n �; N U) > U) z NN� zzz z FINISHED GRO ND c wEz woo toLq �a,N z Z Op) NN NNO ZZ Z_ (n(n0: - - - - O,tNN �� 0) 0) � = +NZ Z O =±NZZ O Q 0) L N m » > - - - - � ��� » > +u) zz 0 z W Q Q U)U)E Z Z Z - - - - - - - - - - - - 1 (n(n0 Z Z Z 2NN - - O - - - - - FINISHED GRO ND Q� > > > W 2540 EXISTING GROU D r 2540 2540 N N FE z z z 2540 w Lu � Luw EXISTING GROUND Q 3 D i0 2535 2535 2535 0 2535 � N N N m N x N 00 M CJ a z 0 9 2530 40' 0f 8" vc 0.40% 2530 2530 11 1 2530 210 of-8' PVC ® .10% 0 0 a z w c� 0 2525 2525 2525 2525 0 r D 130' of 8" PVC 0 9.00% 0 0 0 g 2520 2520 2520 2520 w z Z E N G I N E E R I N G 3 9233 WEST STATE STREET BOISE,IDAHO 83714 W EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE \ FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 2515 2515 kmengllgllp.com 39 com W 10 DESIGN BY: LCK O O M to (0 N U) N O (0 0) (0 Mo N c0 V) In 00 0) M I- g 00 r` o 't 0 N � c0 7 00 DRAWN BY: SRM/LCK ai o 0 0 � N � � 0) N LO 04 � 0 N N CHECKED BY: LCK U N LO N L N � N L N NN NN N N N N N 0 Cq 0 N 0 N N N N 04 N N N N N N N z DATE: SEPTEMBER 2020 W PROJECT: 20-088 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 6+50 7+00 0+50 1+00 1+50 2+00 2+50 3+00 SHEET NO. 0 Q 0 V W W 5 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ANAL fN�� NOTES. �aF \,\CENSF 'y Q B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE J+� 9/10/20 0 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC '9� 9TF OF \vj v SEWER ALIGNMENT "C", SD-507. �.�/ o: I SEE SHEET C5.2. o 0 0 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF �' 00 ` 0 u MERIDIAN STANDARD DRAWING SW3. 00 o N Q o BLOCK 2 a E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER w a Q SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY vh z o z EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR Of Q `^ m G) O O G) O S 14 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 24 00 0 0 BASED ON STUB LOCATION. STATIONING TAKEN FROM SSMH #D-2 (48-INCH) CENTERLINE OF SEWER ALIGNMENT. o STA: 5+43.93 OFFSET: 0.00' SEWER ALIGNMENT "A", STA: 2+13.56 STA: 2+73.56 STA: 3+33.56 STA: 3+93.56 STA: 4+56.79 N: 721559.81, E: 2439238.56 F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM SEE SHEET C5.0. INV: 2536.44 INV: 2536.69 INV: 2536.94 INV: 2537.20 INV: 2537.46 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY Lu co To L: 39.3' L: 39.3' L: 39.3' L: 39.3' L: 39.3' SEWER MAIN AND SHALL BE 4" DIAMETER. _ Q O 9 \J/ 2 \IVF(2 2 1 STA: 5+37.43 O KEYNOTES # BLOCK 3 1 �' 1�5 INV: 5 2537.91 15 1. MAINTAIN VERTICAL AND HORIZONTAL N. MORNING STARAVE. 1+00 2+00 3+00 4+00 5+00 \`La L: 39.2' POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 23 8"S 8"S 8'SI $"S 8 8"S 8"S OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. SSMH #A-6 (60-INCH) 8"w 8"w 8"w 'w 8"w 8"w onus nn„a M s �O , STA: 5+24.48 2. MAINTAIN VERTICAL AND HORIZONTAL STA: 1+00.00 OFFSET: 0.00' p 2 `r 16 S INV: 2538.13° POTABLE/NON-POTABLE MAIN/SERVICE OR N: 721126.65, E: 2439261.57 00 °' w w L: 69.1' _u SERVICE/SERVICE LINE SEPARATION PER CITY OF N co co MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z 2 2 2 2 2 2 FOR ADDITIONAL INFORMATION. 0 STA: 5+00.00 vn STA: 1+86.67 STA: 2+51.93 STA: 3+17.93 STA: 3+83.93 STA: 4+49.71 INV: 2537.67 STA: 5+22.98 j 2 INV: 2536.32 INV: 2536.60 INV: 2536.88 INV: 2537.16 INV: 2537.43 L: 44.9' INV: 2537.91 17 w L: 50.7' L: 50.7' L: 50.7' L: 50.7' L: 50.7' L: 88.2' SSMH #D-1 (48-INCH) STA: 5+06.50 OFFSET: 0.00' m N 24 23 22 21 20 N: 721533.13, E: 2439264.82 22 � BLOCK 1 18 m 0 z SEWER ALIGNMENT " D" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2555 2555 r_1 O z uj z � � 2550 .. 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Z 0 0 a w 2520 2520 0 a 0 a g EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 FFINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 3 w Y 00 O N I N � ro r r 00 1(m 00 Z 0 E N G I N E E R I N G 3 N N N N N N N N N N N N N N N N N N 9233 WEST STATE STREET BOISE,IDAHO 83714 w PHONE(208)639-6939 \ kmengllp.com 3: 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Lu 10 DESIGN BY: LCK O DRAWN BY: SRM/LCK g CHECKED BY: LCK U 0 DATE: SEPTEMBER 2020 w u PROJECT: 20-088 / �''� z V 0 SHEET NO. Q 0 V W C5.3 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc/ NOTES. �aF \CENSfill FD y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 860 ew pt`10 p�� C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 9/10/20 jop sp/ 8'S a w�-a"w �N C'R 8.g s OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `!'� �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC '9 9lF \pP v o p/ g., o SD-507. 01 OF � SEWER ALIGNMENT "A", in s s D. INSTALL STANDARD SERVICE MARKERS PER CITY OF C. K 61 SEE SHEET C5.0. 6„p\ 23 22 29 MERIDIAN STANDARD DRAWING SW3. O \6p/ s„pl a E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 611PI 6 PI 27 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY STA: 1+00.00 SEWER ALIGNMENT "E", °° STA: 7+91.54 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR SEE SHEET C5.2. INV: 2534.25 INV: 2535.95 STA: 7+91.54 s" ` TO INSTALLATION. SERVICE LENGTH AND INVERT ARE L: 59.3' STA: 1+53.43 INV: 2536.14 BASED ON STUB LOCATION. STATIONING TAKEN FROM a INV: 2534.05 z L: 69.4' L: 48.1' SSMH #F-4 (48-INCH) CENTERLINE OF SEWER ALIGNMENT. 6 STA: 1+00.00 1 L: 66.7' O3 n 24 INV: 2534.38 STA: 8+06.41 OFFSET: 0.00' F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM L: 38.5' O D 5� N: 720931.75, E: 2439282.39 1 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w 59. 2 z 26 1 SEWER MAIN AND SHALL BE 4" DIAMETER. a 1 STA: 2+16.79 cop joE 8 o 1 INV: 2534.23 O a, D STA: 6+70.21 KEYNOTES 1� Q L: 45.5' D STA: 6+09.07 INV: 2535.76 Op < = STA: 5+49.45 INV: 2536.00 "' a,w I STA: 2+92.32 m °' INV: 2536.24 L: 52.5' L: 52.5' o SSMH #F-3 (48-INCH) 1. MAINTAIN VERTICAL AND HORIZONTAL INV: 2534.97 STA: 3+87.82 O POTABLE/NON-POTABLE MAIN/SERVICE OR '0 1 L: 52.6' 1 r" + STA: 7+59.80 OFFSET: 0.00' :� e• L: 50.2' INV: 2535.76 1 00 IN: 720893.23, E: 2439256.16 SERVICE/SERVICE LINE SEPARATION PER CITY OF STA: 1+00.00 1 9 L: 50.0' 1 �s^s MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 INV: 2534.32 2'`Op'v 1 1 � �� ���so FOR ADDITIONAL INFORMATION. L: 46.1' g., cn W 8"W 5D S 00 W -8 6+00 7+00s„ °P „so a„w� �9d,' 88, 8.S 8"S 1 w 2� N SSMH #F-1 (48-INCH) W z 8" 8"W a"w s"W "S STA: 7+83.54 S 3 STA: 1+00.00 OFFSET: 0.00' ,�p0 158' 5+00 4+00 8"S 1 INV: 2536.06 0 N: 721128.18, E: 2438653.16E 1 8..5 8"S 8"$ 28. L: 73.0' N g E. MIRMONTE CT. Lu p joE�jOp STA: 2+00.24 STA: 7+58.73 w 1 STA: 7+71.96 _ jO joE� INV: 2534.08 1 INV: 2535.98 ~ � � L: 44.5' 1 STA: 7+19.46 L:V38.335.92 ,of joy L: 34.9' �6 p� STA: 6+53.45 INV: 2535.77 STA: 2+69.51 1 STA: 5+87.45 INV: 2535.82 20 INV: 2534.69 L: 37.4' L: 37.4' 19 s"p` STA: 5+21.44 INV: 2536.09 O9 L: 43.2' STA: 4+56.94 INV: 2536.35 L: 37.4' 18 STA: 3+25.05 STA: 3+93.82 INV: 2536.39 L: 37.4' SSMH #F-2 (48-INCH) INV: 2535.23 INV: 2535.82 L: 37,8' 17 p STA: 3+25.05 OFFSET: 0.00' L: 34.9' L: 40.0' SSMH #E-1 (48-INCH) 16 IN: 720993.00, E: 2438833.10 STA: 4+66.50 OFFSET: 0.00' 10 11 12 13 N: 720956.83, E: 2438969.84 °0 15 ��„Piers' o r 14 6„PI 6„PI)�6 I PS Oz o\ �+ 6„PI -EP P��PS P 5 6�PI6„PI 6„PI r'P�� Ep l� SEWER ALIGNMENT " F" PLAN AND PROFILE o 0 50 100 150 0 5 10 15 z W J_ Plan/Profile Scale: 1" =50' Profile Vertical Scale: 1" = 5' z z LL O Q > O z o = za 2550 2550 m Q w z D Q 00LLI ^ U) _ J �. =o Zo 00 =o Z cwn " z0 z z _ W - .. w 0 0 I 00 o 00 z > LL 3 w z 0 w 00 00 � z o Zo _zzv 00 oo� �o � � 00 �� ao � �O � � 00 Q O O 00 O r7 cfl O O o0 o0 N O corn N Q 2545 �It It � 00 of 1 `n CON N 0 LO 00 N �;: M 2545 OC z �O LO 00 NOMrnrn wrnONN H Mo00� NN L�cD� ton N w WS to Ln Om NNN O L��Qj � � N 2�NZZ 0 w�ONN H +0NN �/ G i o � � � +MNN +� 0 200NZZ 0 woo � � � N Lnzz o cn�� >> > 21+Lr) o ~ W z OrnNNN 2MN - - ��0 ZZ Z ��� >> > _±N z z z o N z z z FINISHED GRO ND N z z z O oc 2540 N N E Z Z Z Z _ - - 2540 w - - - J �I F_- W - - - - - - - I EXISTING GROL ND I Q 2535 N 2535 v m x N N M CJ z 2530 nol 2530 Z 225' of 8' PVC ® 0.60% w 140' of 8" PVC@ 0.40% 295' of 8" FVC @ 1.23% 0 9 a w 2525 2525 0 a 0 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 0 2520 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 3 00 LO O LO N to N N N N to r vwi o0 O N In In (D 00 M O) M O N ' z O M cfl O 00 M r 00 cD 't N N cD Y cfl P, r- 00 00 00 O O O O O z i ) rn p) rn p) ao p) rn i ) rn � rn i ) O � � O i,-) 0 t O ' 0 't 0 0 0 � M � M � M � M � � � � � 't U) qt V) qt 0I � � � � 0 � � � ENGINEERING = N L N LO N LO N LO N N N N N N N N N NLO cV N ug N N N N N N N N N N N N N N 9233 WEST STATE STREET w BOISE,IDAHO 83714 _ o PHONE(208)639-6939 > 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 kmengllp.com LJJ 10 DESIGN BY: LCK O DRAWN BY: SRM/LCK g CHECKED BY: LCK U o DATE: SEPTEMBER 2020 w u PROJECT: 20-088 / �''� z V g SHEET NO. Q 0 V W C5.4 II SHEET NOTES o= 9 6 1-FIRE HYDRANT ASSEMBLY O 1-8" 45° ELBOW 1-8" X 8" X 6" TEE BLOCK 1 17 A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. ss��"AL fNG� N: 721569.01, E: 2439025.47 1-6" GATE VALVE �aF`�' ��CENSFD ti 10 LF 6" PVC - B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 721567.78, E: 2439150.79 14 15 CHANGES OF DIRECTION PER CITY OF MERIDIAN N REQUIREMENTS. 860 N 12 13 65 LF 8" PVC J, 9/10/20 0 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN � � � Q 3: O 2 10 4 4 3 16 18 STANDARD DRAWING SW3. �C�� lF OF �v U) 2 D. 12" AND 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' ��/�/ C. K\N N a \ 1 2 1 2 2 OF COVER. 8 4 8" 4 8 E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. 125 LF 8" PVC ° 2 s 8„s 18"S 8"S R„s s 2 O O O W. THORNAPPLE ST.60 LF 8" PVC s,, s _90 LF 8" PVC 19 CIVIL ACRONYMS 2 Y � u 4 5 1 4 Q STA: - ROAD STATION Co1-8" 45° ELBOW MJ - MECHANICAL JOINT LL; N: 721525.24, E: 2438980.99 FLG - FLANGE = z Q 2 II 1 N: - NORTHING 12 1-8" 45' ELBOWJ 1-8" 45° ELBOW a Q N: 721567.13, E: 2439216.20 E: - FASTING o p N: 721501.49, E: 2439280.81 L - STATION OFFSET LEFT O z 130 LF 8" PVC s R - STATION OFFSET RIGHT 3 2 a cc 0 125 LF 8" PVC KEYNOTES mvn CONNECT TO EXISTING 12" MAIN s 5 O O 1. MAINTAIN VERTICAL AND HORIZONTAL INSTALL 1-12" TEE 11 3 2 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 1-12"x8" REDUCER O5 2 s 21 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 1-8" GATE VALVE O v) 4 4 C1.1 FOR ADDITIONAL INFORMATION. N N: 721346.65, E: 2438443.57 3 2 00 - z 4 4 2. MAINTAIN VERTICAL AND HORIZONTAL L- 1-FIRE HYDRANT ASSEMBLY O6 BLOCK 2 LLi POTABLE/NON-POTABLE MAIN/SERVICE OR O 14: 4 PI 4 PI 6 PI�-1 6 PI Pi 1-8" X 8" X 6" TEE L SERVICE/SERVICE LINE SEPARATION PER CITY OF c/) T 1-6" GATE VALVE Q 00 1-FIRE HYDRANT ASSEMBLY O6 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 1 0 1 2 60 LF 8" PVC-T s w Lu � - r 2 10 LF 6" PVC O Q 1-8" X 8" X 6" TEE - 2 FOR ADDITIONAL INFORMATION. � 8"W �W g�yy 0 1-8" 1 1.25° ELBOW 55 LF 8" PVC N: 721392.92, E: 2438979.93 N 1-6" GATE VALVE �N: 721332.82, E: 2438731.12 s 10 LF 6" PVC 3. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" 230 LF 8" PVC s "s a O 1-8" 22.5° ELBOW z N 2 N: 721377.44, E: 2439279.82 METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN �as $ 8 s 8"S s 1 N: 721338.05, E: 2438979.49 z 00 CO 22 STANDARD DRAWINGS W1, W2, AND W6 2 O s 4. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" $ 's 8., `D O9 $ O 12 METERS AND 3 4" METER SETTERS PER CITY OF TOP w 75 LF 8" PVC � 230 LF 8" PVC / w s"PI 160 LF 8" PVC z cn 20' CITY OF MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. s"P/ 2 O7 1- 2" BLOW-OFF ASSEMBLY FOR 1-8" 11.25' ELBOW � 4 4 °0 MERIDIAN WATER LA 55 LF 8" PVC e's y� s 23 FUTURE WATER MAIN EXTENSION EASEMENT 5. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE N: 721344.82, E: 2438673.21 �i N: 721254.60, E: 2439578.85 AND NON-POTABLE MAINS. V ` \ G 1-8" 1 1.25' ELBOW 2 - T �►a 1-8" 1 1.25° ELBOW sA 8,•'Qq� 8. 1 2 N: 721271.56, E: 2438950.35 2 00 4 12 4 I I 4 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD o N: 721311.98, E: 2438780.33 r s O h' N z �,9A / O O .� DRAWINGS W8 AND W9. O5 ea \e�OSO � 70 LF 8" PVC � 7. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN 2 0 2 STANDARD DRAWINGS DETAIL W13. a �� 55 LF 8" PVC - `'6 O6 1-FIRE HYDRANT ASSEMBLY s 50 LF 8" PVC_ _ s 24 - 26 2 F N: 721161.99, E: 2438662.69 s9 sD °P 1-8" 11.25° ELBOW OP TOP- N s 10 8. METER SETTER SHALL BE LABELED WITH LOT AND BLOCK Oi. 8„ 1 N: 721162.54, E: 2438997.95-TOE o 00 NUMBER. r s N 30 LF 6" PVC 4 O 1-8" TEE r°p E 2-8" GATE VALVE i 0O 115 LF 8" PVC 7 1-8' 11.25° ELBOW ' 9. INSTALL 2" SERVICE. 2 N: 721215.74, E: 2438908.42\ es 1 1PN: 721 147.14, E: 2439059.40 25 1 s"PI ,n s"PI s'Pi 1 6 PI s Pi6"Pi 6-Pi w 1-8" 45' ELBOW 1 N N 39 1-8" X 6" REDUCER 1-8" 11.25° ELBOW \ 220 LF 8" PVC °° N 1-6" GATE VALVE N: 721 185.66, E: 2438948.46 s» ' a 300 LF 8" PVC S 8'W g"W g�ryy g••W B.,W 8"W B.,W 1-8" TEE N: 721131.53, E: 2438667.02 a - = 2-8" GATE VALVE O3 / 40 LF 8" PVC ,� a a w 2 sp 5^ 25 LF 8" PVC-8"s 8"s 8"s 5 8"s 8"s 8"s 8"s 8"s 8"s s N: 721142.03, E: 2439577.95 w 4 DEFLECTION POINT r 1-8" TEE as N: 721057.25, E: 2438765.89 0 60 120 180 P/ 2-8" GATE VALVE 1-8" TEE o 00 Nor 1 2 1 N: 721152.88, E: 2439036.50 2 e% O Co27 2-8" GATE VALVE � BLOCK 4 Plan Scale: 1" = 60' 3 190 LF 8" PVC 6"PI 6"PI s" I 6"PI e O e• » N: 721144.99, E: 2439277.97 5 z W W TOP TOP P 5 1-8" TEE 3 o0 170 LF 8" PVC 160 LF 8" PVC z TOE TOE 2-8" GATE VALVE O9 TOE TOE 12"SD h oo N: 720970.68, E: 2438990.84 a N TOP TOP TOP d 4� O ° / O o Z s"PI s"PI s"PI-I j 1-FIRE HYDRANT ASSEMBLY O6 O 28 2 9 O 125 LF 8" PVC 2 4 Q 1-8" X 8" X 6" TEE 23 I 2 8' 8„ a 1-6" GATE VALVE 22 2 w J ,� Z 10 LF 6" PVC _ 4 - 1-FIRE HYDRANT ASSEMBLY O6 - CL 2 Q N: 720963.08, E: 2439025.04 24 70 LF 8" PVC a N 1-8" X 8" X 6" TEE > 0 L 4 as 1-8" X 6" REDUCER w L6 1-6" GATE VALVE 8•. 1 O 3 1-6" GATE VALVE Q � 10 LF 6" PVC = z o O s V 25 175 LF 8" PVC 2 4 N: 720939.78, E: 2439268.14 w N: 720983.00, E: 2439576.68 m Q W 8"w I�- 29 1 10 LF 8" PVC_ M 2 Ln 2 4 ka } 8•, " 1-FIRE HYDRANT ASSEMBLY O6 z N 1 s" / • LLI 2 s 2 N: 720948.04, E: 2439307.15 � (,o \ z �0 8 s E• MIR a W 1 6 PI s PI '� -s'PI 1-8" 1 1.25° ELBOW s' Q o o 4 MONT TOP TOP z 1-8" 22.25' ELBOW 6, 0 a m G 10 8�S_E CT 8'W - N: 720875.48, E: 2439575.83 w x O 2 "s $' g 40 LF 6" PVC TOE Tb 1 / W Q 8»S O8 DEFLECTION POINT s'p N 11 4 8»s 1 s"s so 2 C O7 N: 720834.38, E: 2439688.31 S �L a 30 LF 8" PVC Lu G A O 75 LF 8" PVC 2 S TO BLOCK 3 6 6'• 12 s TOp 1-FIRE HYDRANT ASSEMBLY O6 w ° 3 100 LF 8" PVC o iv � 35 LF 8" PVC 4 rop 8 1-8" X 8" X 6" TEE LJ..I TOP �_=s s P/ DEFLECTION POINT 13 2 2 S 2 1-6" GATE VALVE z N ro EP_ 6'P/ N: 720986.61, E: 2438919.27 14 21 4 10 LF 6" PVC EP 6" / W s 2 O N: 720785.68, E: 2439834.12 W Q TOE P� _� 15 4 4 5'P` o, o TOE TOP- EP_P 6 P/ 2 2 TOE 3 TOE-T TOP_TOP �r' 6 Pl 16 5 8„W 155 LF 8" PVC O TOE S� s 4 8 s \ N TOE _TOE `TOP EP P� l�L 6»P 17 8 s 8., 4 6A Q a _TOE _TOE _TOP Ps / 6"P/ N: 720924.76,8E:2 4391976.024 18 2 8»s 8„ 2 7 1- 2" BLOW-OFF\ASSEMBLY FOR 00 O "S TOE TOE T°E_ TOP-Top �_Ep�ps J_6'P/_L 19 w 8»s w O FUTURE WATER MAIN EXTENSION TOE _EP_p 6"01 O 2 M�RA4 "S O N: 720751.66, E: 24401 1 1.41 � 2"W o�EG �P� TOE_ _r°E TOP-r P 6"P/ 20 1-8" 45° ELBOW NTE DR s 2 / . v a TOE-TO-E TOE_TOE _T -ro OP_ � �E�, NEF7206 DEFLECTION POINT 2439976.85 u W- o Q I _ Ec oP of E Top EP EP �, Ps_ s P/ 6 P/ 720851.07, E: 2439591.72 4 ~ 8S W h d TOE�` c `OP OP TOE` -TOE` TOP _Epsom=€ P� 6»PI °a 31 4 `' z TOE TOE TOE TOP EP_� .P/ `O 30 h 2 2 Q� ar \FC FO TOE TOE _TOP-TOP ITS 6»p/ 32 t O 8 S 6 \\ O EP TOE E AkE REE TOE-TOE T Op_rOP =-EP 6„P/� 33 Q 4 �. 2 `EG _ roE_K -TOE -TOP =`E 6 P/ °e� ^� ` �F�9�T ap� / � _Ec TOP 00=_OP TOE-TOE -TOE- TOP =` 6"P/ s 35 LF 8" PVC lb _ EG Top TOE "P/ 180 LF 8" PVC TOE T TOE_ TOE_ TOP `cr �� 6»p/ 150 LF 12" PVC - -'roe--EG= TOE_TOE TOE _T TOE_To_TOP\TOP =EPs-EP 6„P=� »PI 3 6 0 �.� - EG /1 OE-TOE _TOE _TOP -EP_�L 6»P/ S 6e ^� 1-12" TEE o _ _ TOE __EGPs `E �__�-TOP� -roE -Toe -TOP-roP EP\ s» 2 1-12" X 8" REDUCER aCP- _ ToE-Ec_ �� TOE_ro roE TOP s 35 6 p ` 1-8" GATE VALVE EG E _'roe 3 11-12" GATE - _TOE-EG _TOE _TOE T°P _A 37 `N 720650 58,A E: 2440001.28 e EG �� To \��� 30 LF 12" PVC .S� s 3 TOE TOE EG _ E_ TOE- TOP AS 6Ar To�Ec roEroE \roPAA, 40 LF 12" PVCr°- rOE rof � DEFLECTION POINT _ro EG STOP e� TOE_ ro r°p os A 80 LF 12'* PVC \N: 720622.19, E: 2439970.34 ENGINEERING a TOE TOE f \' A ,Q / 9233 WEST STATE STREET TOE E�_E��e�FOR CONTINUATIONWATER N 1 '��� �P S�� BOISE,IDAHO 83714 w TOE__Ec T REFER TO N. JOY WAY BRIDGE - A AS A ��� p0. PHONE(208)639 6939 \ - - rOf O� kmengllp.com 3 - ROADWAY AND UTILITY PLANS. DEFLECTION POINT w r° _N: 720601.81, E: 2439946.69 DESIGN BY: LCK A 6 DRAWN BY: SRM/LCK CHECKED BY: LCK U o L� To` A s I \\\ DATE: SEPTEMBER2020 z u F > °s I 1 r0 \ \ PROJECT: 20-088LL.�g \ �, '°A °� , qs ` \ r \� � ),A °� SHEET NO. s °F \ Q AS \\`\ i C6.0 °c ,"N LL s SHEET NOTES 6"P1 6"PI 6"Pi PI 61 Pi "PI "P1 6111 67I 6"P1 A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. FOSS\oNENS f Hc�'y 1-6" 90° ELBOW 270 LF 6" PVC 1-6" TEE B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. �o \C f� N: 721707.50, E: 2438824.93 1-6" TEE 330 LF 6" PVC 1-6" GATE VALVE O N: 721704.83, E: 2439094.92 BLOCK 1 17 N 7216701D.59,�E:G2439424.91 C. POLYETHOYLENERPI PE PER DETAIL,SHALL BE SHEET C7.02, TYPICAL. 6860 9/10/20 �o 115 LF 6" PVC v D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS 11 12 13 14 �' THE LARGEST DIAMETER PIPE COMING INTO THE FITTING �,5, OF 15 OR VALVE. C. KEN 3 E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. 1-6" GATE VALVE F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL - O 10 N: 721589.34, E: 2439094.00 16 3 18 CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. \ G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. s"w s" "w "w H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER 2 W. THORNAPPLE ST. S THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS a \ 330 LF 6" PVC - S 8"S-65 LF 6" PVC tea" 8"s 8"S�S WITH PROJECT ENGINEER DURING CONSTRUCTION. o 1 \ \ 00 5 LF 6" PVC �� s, I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE s 39 25 LF 6" PVC S OWNED, MAINTAINED, AND OPERATED BY THE HOA. S 1 KEYNOTES 1-6" 90° ELBOW w 1-6" GATE VALVE Sn N: 721526.34, E: 2439093.50 00 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE 3 POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, zo 00 STORM DRAIN, IRRIGATION, AMENITY, EC.), SEE FL s 12 \ IRRIGATION NOTE 3, SHEET C1.1. Co N 6 s > 1-6" 90° ELBOW 00 S 20 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. z N: 721520.60, E: 2439118.10 a O z 3. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.2. 5; 2 00 w r J W. W H 0 < N O 00 vFL 530 LF 6" PVC m 1-4" RESTRAINED END CAP z Co s 11 \ uj N: 721377.75, E: 2438494.11 5 s > s 1-6" TEE F < 0 21 0 50 100 150 1-6"x4" REDUCER w' Plan Scale: 1" =50' 220 LF 6" PVC 110 LF 4" PVC N: 721376.88, E: 2438603.03 N �, 00 4'PI 4 6"PI 6"PI 6"PI w BLOCK 2 z 10 LF 6" PVC TOE TOE 00 � 1-6" GATE VALVE 3 O 1-6" 90' ELBOW s 10 \4 O o 3 z N: 721366.88, E: 2438602.95 65 LF 6 PVC roE N: 721375.13, E: 2438822.28 _ 1 N z -a"w 8"w s"w a"w 8"w "w rop °° a s 22 s 1 s w_ 40 355 LF 6" PVC�f� a"s s S s"s /$s 2 s s�'s..s s 00 8 Iq, s 00 39 10 LF 6" PVC-1-6 DEFLECTION POINT •� s N: 721289.48 E: 2438652.70 a• ® \ \ 1-6" GATE VALVE � � � •� � /N: 721300.38, E: 2438602.42 6"PI 6 125 LF 6" PVC ao i i a p► a 1-6" 45° ELBOW 50 LF 6" PVC GL a fO s 23 N: 721289.90, E: 2438599.34 �oQ 1-6" TEE 8, GHQ � w _ _ _ V N: 721289.88, E: 2438602.33 6 OF 150 LF 6" PVC CO 5 LF 6" PVC o'c6las A/�s \ � g I I I I " r-I �� O \ 0 z \ (9' 0 Q o611 a s a � Co 00 TOP TOP TOP TOP TOP TOP Q� O1-6" DEFLECTION POINT s 8„ � 24 26 65 LF 6" PVC- N: � s z 721249.39, E: 2438771.24 S TOE TOE TOE TOE p 2 � 8+ !y ® "SD 1-6" TEE \4 150 LF 6" PVC %�j \ rop O7 1-6" GATE VALVE ' O W w 8s o TOP 'E- '°E 1-6" GATE VALVE ~ ® N: 721 171.60, E: 2439420.68 115 LF 6" PV 0 8'w TOP TO N: 721 167.60, E: 24391 14.61 J 3 25 F 6 W 1-6" 45° ELBOW 0 N: 721175.11, E: 2438504.50 as 5 LF 6" PVC �o _. I N a 6A� s"w w 1 1-6" GATE VALVE 1 I ' Q = O N N: 721170.48, E: 2439534.17 (n w �0 90 LF 6" PVC \ ; 8"w 8"w s"w 8"w 8" 8'W 8"w 8"w 8"w "w 8°w- 1-6" GATE VALVE Co Q 1-6' DEFLECTION POINT a� N: 721158.24, E: 2438892.56 s� 1 N: 721169.84, E: 2439599.17 Q ° 30 LF 6" PVC 3 _ S 30 70 LF 6" PVC s%O 40 LF 6" PVC s S 2 l65 LF 6" PVC 8"s s"s s a"s a^s s"s s"s 8"s 8"s 8"s 8"s w \j 8, s 1-6" GATE VALVE 65 LF 6" PVC o N: 721 101.60, E: 24391 13.96 lst 1-6" GATE VALVE ~ z I A\ 1-6" DEFLECTION POINT 1 2 N: 721098.58, E: 2439420.10 Q z 1-6" 45° ELBOW N: 721 122.43, E: 2438954.41 10 LF 6" PVC Q _ N: 721087.56, E: 2438503.80 e� s� 2 CO 305 LF 6" PVC g��P1 6'•PI 6"PI 6"p 6"PI 6'•PI v _ 15 LF 6" PVC s \ 1-6" 1 1.25° ELBOW 10 LF 6" PVC °° W TOP- - - "' a 1-6" 45° ELBOW P \ s 1-6" GATE VALVE ; 1-6" TEE 1-6" TEE Q ' 3 N: 721078.63, E: 2438494.73 "SD 12"SD s N: 721110.44, E: 2438982.34 Q N: 721088.06, E: 2439420.02 w ' w W Q 25 ,vt- N: 721091.10, E: 24391 13.86 p 25 LF 6" PVC 135 LF 6" PVC \ �, Q C 6"PI v� TO 6"PI s 65 LF 6" PVC CO Z 1-6" 1 1.25° ELBOW ¢- 28 v V) w O c 1-6" 90' ELBOW s �, 27 N: 721091.52, E: 2439071.47 \ z W z e. Q 23 BLOCK 3 Z N: 721053.35, E: 2438628.53 iy 25 LF 6" PVC z c1 O \ cn ' N 1-6" 90° ELBOW 8' •O U Co 26 / 25 z Lu W N: 721054.42, E: 2438494.54 °-' 8"iy Z Wa w \ 1-6" GATE VALVE 24 22 `j w o s•• e' N: 721097.16, E: 2439044.90 - ' 10 LF 6" PVC' M x^ x s 8„w 140 LF 6" PVC _ (n N 8»w Co 29 N: 720948.33, E' 2439597L41 ' W ~ 120 LF 6" PVC \ _8„w O 65 LF 6" PVC � w S 1-6" TEE ' -, x O, \ s = 1-6" GATE VALVE z z w 1-6" 1 1.25' ELBOW 8„ "w_ N: 720948.96, E: 2439532.91 3 1-6" 22.5° ELBOW ,s E. M/ 8"w �' o c N: 720931.90, E: 2438627.56 \ _L 8.s MONTE�T „w $w s' 1-6" 90° ELBOW-T 1 15 LF 6" PV Z 0 10 s s 8-,w $w S N: 720950 09, E: 2439418.92 TOE 8 TOE 2 1 ' S 3 8'sTO o 11 8 -i s"so "SD ° �s„s o 85 LF 6" PVC � � ' E N EP �.o� 1-6" 45' ELBOW 12 8's s»� S \s roP ro _TOE\ ' P 65 LF 6" PVC N: 720879.17, E: 2438662.15 PS =__e��p� 13 S TOPS 1-6" 90° ELBOW s s 1-6" 22.5' ELBOW P EP_EP �_ sv 6^p► \ 21 _s N: 720862.57, E: 2439532.22 �t � � _ EP=_� s 6,. 15 _w 65 LF 6" PVC Z �� EP s PI \ 4k _ _ � P 3 j Ei �TTOE_TOE_TO soP-`o _ ` _ EP-�=�_�� 6`-0 16 1-6" 11.25° ELBOW s 1 OE_ E_TOE _`moo_\ _ _ _ ��Ep EP_ 1-6" 45° ELBOW TOP= _ N: 720840.57, E: 2439470.66 o TOE_TOE _TOE _ - roP __ems-�p��s� 6"p► 800 LF 6" PVC 18 .a ENGINEERING a ° "s 0 _TOE TOE_ ��To� _ �E�=_p0 EPA 6" co 9233 WEST STATE STREET 013_ P -TOE_ TOE_ � �-TOPS=��E I�j��E CREEK E P\_ems_ p► 19 125 LF 6" PVC BOISE,I DAHO 83714 W 2"w e EG 7bP�°P TOE_ TOE_ ` ` �p K -Ep Ps 6"p► 20 PHONE(208)639 6939 o �E TOP °P TOE TOE -TOP -�PS 30 kmengllp.com d \_ TO -TO EG_ r0-- _TOE _TOE �� -_ •,p► W IWO -TOE Ec_ r p oP _TOE roE- O - - ��Ep PS � OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM DESIGN BY: LCK OC EG `-°p _TOE TOE \ __�P� 6" I o - _ TO FeP -� EP PS �� 1-6" TEE SHALL BE OWNED MAINTAINED AND OPERATED BY THE HOA. DRAWN BY: sRM/LCK Z _ f�TO Ec ��� TO TOE ��=ps E�� ��p 6.,p► N: 720716.67, E: 2439444.14 a 3 0 E\\ °P E\ \TOE ��TOP -PS�"�p- io CHECKED BY: LCK U ~ �i TO F OF9 TOf_ \TOE �-TOP� _-p-p- 6'P► 0 z f c roE PTO - - TOPS ��-� 3 IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NMID DATE: SEPTEMBER2020 ��`fG Op _TOE_ TOE _ - _ rOP_TOp =��=-p-� 6"p► IRRIGATION DISTRICT. PROJECT: 20-088 /W� Z _EG OF OP TOE- rOE= -TOP �_�'�'_P` V wW 0 0 _ _EG __oP TOf- TOE _ - � �r fps\Ps_ SHEET NO. Q 0 0o r c m� G TOP TOE �s€� - � °p - EPA 6"p► IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL.w �, EG op _ �_ 100 LF 6" PVC_� .O I I I I \ -EGA rOP-DP_ TOE- �T�- TOp� o O i LL d SHEET NOTES OL A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. Ss\\c�ENSFHc/'y B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. I C. IRRIGATION SERVICES SHALL BE 1" CLASS 200 6860, POLYETHYLENE PIPE PER DETAIL, SHEET C7.2, TYPICAL. < s� 9/10120 zo D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS '9 9lF �vj v "\ 1-6" GATE VALVE THE LARGEST DIAMETER PIPE COMING INTO THE FITTING �,5, OF —1-6" BLIND FLANGE OR VALVE. ��/�/ C. K\N N75 LF 6" PVC: 721242.64, E: 2439721.26 E. ALL ROAD—CROSSINGS SHALL BE SLEEVED PER TYPICAL 10 SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. 100 LF 6" PVC F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING 3 SD-403. 6'PI 6"PI 6"PI G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 ' 120 LF 6" PVC V1-6" TEE 1-6" GATE VALVE PVC OR APPROVED EQUAL. N: 721 168.64, E: 2439720.67 1-6" BLIND FLANGE H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER Lu N: 721167.63, E: 2439822.96 THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS WITH PROJECT ENGINEER DURING CONSTRUCTION. a 1 I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE l OWNED, MAINTAINED, AND OPERATED BY THE HOA. ' BLOCK 4 O ' O KEYNOTES 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE z POTABLE WATER AND NON-POTABLE PIPELINES (SEWER,U STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE O IRRIGATION NOTE 3, SHEET C1.1. cn R, 1-6" 90° ELBOW 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. Lu ~ w , N: 720985.85, E: 2439608.21 I_IJ ' 1-6" 1 1.25° ELBOW 3. INSTALL ARV PER DETAIL, SHEET C7.2. T N: 720982.50, E: 2439689.48 4. CONNECT TO PUMP STATION, SEE SHEETS C7.3 - C7.4. sl' I 75 LF 6" PVC W ' 1-6" DEFLECTION POINT w 6'-p1 N: 720964.63, E: 2439760.55 80 LF 6" PVC Ln f'�'-40 LF 6" PVC I 6f'� 1-6" 90' ELBOW w ' N: 720948.22, E: 2439607.91 61, oz z � O0 ow- J O 6 p/ 0 50 100 150 ' O Z 380 LF 6" PVC Plan Scale: 1" = 50' U 21"s �8»w co 4 8"w C/) s` W 8w z 3.s 8 MIRMONT DR 1-6" TEE Q `8,S \81 -3 1-6" GATE VALVE O 1-6" BLIND FLANGE z s N: 720773.09, E: 2440082.26 6 z z � s 3 W W 32 BLOCK 3 \8 120 LF 6" PVC / \� > O > 1-6" DEFLECTION POINT 33 s 1 PJ M Co N: 720696.26, E: 2439542.28 34 36 8.. �� •Q` Q`���� �' 10 LF 6" PVC 170 LF 6" PVC - 6 1-6" DEFLECTION POINT •C)10 z _ 's rp Ep 6,.b' N: 720664.01, E: 2439718.65 5 �� 1-6" GATE VALVE (n _moo p�EP 111 6„p/ o0 37 1N: 720690.94, E: 2439992.75 Q Q z �- —Pc ���� 00 130 LF 6" PVC e; 0 r W O_ Top o -1-6' DEFLECTION POINT p°� 6'�pi k / �O� oq �d- � � 1-6" GATE VALVE il� Top_N: 720694.37, E: 2439551.98�PS�\35 _ N: 720647.99, E: 2439945.96 65 LF 6" PVC W C� TOP_TOP _ _PS 80 LF 6" PVC 2 0� TOE �— A/ `�° --TOE FIVE roP 35 LF 6" PVC TOE — _��� VE MILE CR rop _ p, °s \ 38 4 So s °r z _rOE — - EEK \ i .l OQ L.L \ _>�TOE _ Top 1-8" TEE \\�� �P _ �� _ °s �'�• 1-8" GATE VALVE \ Lu LLI �` TOE _ _ rop 1-6_ Tn \ A 2-8"x6" REDUCER DEFLECTION POINT" � `roE � 1-6" GATE VALVE TOE G_EG �r� _Tor 720602.48, E: 2439830.15 \ A N: 720592.35, E: 2439885.32 \/ _TOE �% _TOE ��45 LF 6" PVC\X _ TOE Ec oP 1-6" TEE Lu N TOE fG °bp 1-6" GATE VALVE 2 1-8" GATE VALVE V ropN 720569.49, E: 2439860.42° \ N: 720536.07, E: 2439936.97 '110 F 5 LF 8" PVC _ \ 0- IRRIGATION MAIN REFER TO N. JOY WAY °� �Q� /I 7\LF\" PVC z FOR CONTINUATION OF PRESSURE oq o BRIDGE - ROADWAY AND UTILITY PLANS 11°A w 25 LF 6" PVC \ \ 110 o L� /°q d zqs C� O� u / \ >p Oq s \rOp -No? A \ of �12"GI 12"GI 12"GI— / r \ Ps Ps Ps Ps Ps Ps Ps I E N G I N E E R I N G o — — — — — —/�C� / — — \ °F �° \` PS PS PS PS PS PS E6 E6 Ff9233 WEST STATE STREET Lu BOISE,IDAHO 83714 _ PHONE(208)639-6939 > w kmengllp.com w w OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM DESIGN BY: LCK OC 0 SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. DRAWN BY: SRM/LCK g CHECKED BY: LCK U Z IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NMID DATE: SEPTEMBER2020 z IRRIGATION DISTRICT. PROJECT: 20-088 LJJ Z CD SHEET NO. Q IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. 0 C7. 1 O LL NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN STANDARD MANHOLE NAL E THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE JFRAME AND COVER �a``�` \CENSF10 yin ADEQUATE VENTING. OR N R LOCATE I VALVES COMMON ROAD FRONTAGE EREVERPOSSIBLE. EAR 6860 9/10/20 o Q 9� 9TF OF C. Y, 24"0 CONCRETE FIBERGLASS PIPE. LENGTH VALVE BOX AS REQUIRED. & COVER WATERMAN MODEL CR-100 AIR RELEASE VALVE (OR EQUAL) 1-1/2"0 GALVANIZED a -III III III _I I I III III III- IRON NIPPLE & 90' ELBOW ii � III III- I III III I. � i i . MAIN + LINE III III I I I I III III BALL VALVE CURB STOP (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC - L TAG WITH "NON-POTABLE _ 1-1/2"0 SCH. 40 1-1/2" ri WATER DO NOT DRINK" IS —III = GALVANIZED IRON TAPPIN REQUIRED. CONNECT TO VALVE III a A. PIPE RISER SADDLE N BOX WITH EYE BOLT AND WIRE TIE.—III °° III I 0 6 MIN. 1-1/2"0 GALVANIZED `n IRRIGATION IRON PIPE _ O 00, O O Q O O O O O O I I I w � L - TRENCH 8 MAIN OO 00- - OO 0DO O - — BACKFILL a �, �' � � . '� � � � .a . . %O\Q � O v : OOO OO 00°o0 At A III III � III I I _ � O O o - _ - °O O° °� O 000O 1-1/2" BRANCH OO OO OOOO O OOD O I - o O z TEE � I I � O 000, Oi - 0 O 0000 0- 77-1-L- SCALE: NONE - — OOO1 1 _�_ -III III _ 2 CUBIC I YARDS IMINIMUIMI MAIN LINE AIR RELEASE 11JE-1 I JE2" WASHED DRAIN ROCK,_NTS illIOR AS REQUIRED. I I I III I i i i i DIG TO FREE DRAINING SOILS TYPICAL MAIN LINE DRAIN cn NTS rl z Q O AC PAVED SURFACE SEEPNOTEE1 BELOOTHERS z VARIES, 2.5"-3 ' z z 3/4" MINUS BASE, BY OTHERS � W VARIES 4"-6" w W Li > 0 \ SPIT-RUN SUB-BASE, BY OTHERS P/L m Q p0[ ww 0 VARIES, 10"-16" ^ ^---- I 10' EASEMENT REQUIRED ON PIPE SIDE 0 z = p p 6 1 TEMPORARY BACKFILL AS p p p cc cn 0 0 D D o REQUIRED TO MAINTAIN D o z G Q 12" COVER OVER SLEEVE I 3' MIN. "PLACE APPROVED METAL OR L Lo 7 PLASTIC TAG WITH"NON-POTABLE 6" MIN. z W 0 z - -- -- --� SUB GRADE ELEVATION, BY 5'-MAX Q Q _ I I OTHERS, SEE NOTE 1 BELOW WATER DON'T DRINK"IS REQUIRED W Q 0 � ~ I I PERMANENT BACKFILL DEPTH VARIES WITH PAVEMENT I I = — 0 � COORDINATE WITH PAVING - p� CONTRACTOR FOR REMOVAL SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND ? Q OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. Lu I I DC LOCATED ABOVE SUBGRADE N z 0 — MIN. 6 LID TO READ: w FINDER TAPE CARBON MODEL 910T COVER "NON-POTABLE WATER - FOR IRRIGATION ONLY" STUB VO PE PIPE 2 z LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING 4"0 THREADED I Q FINISH (2) 3" CLASS 200 SIGNAL O CAP OR PLUG GRADE w W Lu CONDUIT WITH 1/4" 2" I I-- NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE COMPACTED TO 95% DENSITY. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII Q X PIPE AND BELL CARSON MODEL 910 1 10" VALVE BOX (� Lu "NOTE: o MIN. 4" TRACER WIRE LOOP 1. 2'-6" MIN., 5'-0" MAX. a r w SKIDS PER ISPWC SD IN UNPAVED AREAS 307. WHERE THE LINE IS MIN. 6 SLEEVE MIN. 6 SEE SLEEVE SCHEDULE, THIS SHEET 2 VALVE NUT FREE DRAINING. SEE DIA. SEE FOR MATERIAL AND MINIMUM SIZE M NOTE 5 NOTE 5 2. 3'-6" MIN., 5'-0" MAX. p w IN PAVED AREAS OR Q ISOLATION VALVE 10" CLASS 125 PVC PIPE WHERE THE LINE IS N SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS NOT FREE DRAINING. w JOINT RESTRAINT REQUIRED +, UNI-FLANGE SERIES 1300 OR EQUAL 3. FINDER WIRE AND z IRRIGATION MAIN IDENTIFICATION w N PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. NOTES: NO PVC BOX, BOTH SIDES TAPE REQ'D. PER w THE I.S.P.W.C. 4"0 PVC OR ABS ° 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, DIVISION 900. PIPE VALVE BOX a FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD Z SUB—BASE, ROAD BASE AND PAVEMENT. 1"0 CLASS 200 Y 4" 5.36" 8" PVC C900 8.28" NOTCH 4"0 VALVE POLYETHYLENE 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE I BOX OVER PIPE WITH g FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR 1/2" MIN. CLEARANCE 6" 7.89" 10" PVC C900 10.16" SIDEWALK. 6" MIN. " a #4 RREBAR FROM PIPE 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT ° ° � iihf� E N G I N E E R I N G a SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 1 d 6" VARIES° 6" SLOPE 9233 WEST STATE STREET TO DRAIN PIPE AS SPECIFIED IN SLEEVE SCHEDULE. °n BOISE,IDAHO 83714 W 12 MIN. MIN. aMIN. 4 MIN. OF 3 4 MINUS GRAVEL �- 10" 12.79" 1 6" PVC C905 15.92" e ° ° PHONE(208)639-6939 0 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL G UNDER 10 PVC PIPE + > 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ° kmengllp.com Lu 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK 1"0 BRONZE CURB STOP- PROVIDE LONG RADIUS BEND DESIGN BY: LCK MAIN FORD OR MUELLER, OR IN POLYETHYLENE PIPE NOTES: LINE DRAWN BY: SRM/LCK 3 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION APPROVED EQUAL. WITHOUT KINKS OR DISTORTION A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND U PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR CHECKED BY: LCK 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: SEPTEMBER 2020 z PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. TAPPING SADDLE PROJECT: 20-088 Lu (ROMAC 101 S OR APPROVED EQUAL) g SHEET NO. Q 0 TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE TYPICAL 1" SERVICE C7,2 NTS NTS NTS 0 LL KEYNOTES 1 \ 5 0 10 20 30 IRRIGATION POND 1. INSTALL REINFORCED CONCRETE PAD (11'x13'). DESIGN ss�ONAL fNc \ \ O BY OTHERS. Q CENSFD �y Plan Scale: 1" = 10' \\ \\ / 2. INSTALL 60" INSIDE DIAMETER PRECAST WET WELL. 860 DESIGN BY OTHERS. s 9/10/20 3. INSTALL 12" MJ BUTTERFLY VALVE. �x !k Q \\ 4 \ \\ 12" PVC ASTM 2241 4. INSTALL 44 LF 12" PVC INTAKE LINE @ 0.4% SLOPE. ti lF OF / INTAKE LINE TO WET WELL C. K\N 1 3 �2G\ \\ 4\\ 125 PSI RATE 5. INSTALL LINED IRRIGATION POND PER SHEETS C8.0 AND C8.2. (20' DEPTH) \ 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD IRRIGATION REFER TO PRESSURE oA �tiG\ \\ \\ P` SUPPLEMENTAL STANDARD DRAWING SD-710. REFER TO SHEET PLAN \ ROADWAY PLANS. RR 8PI 7. INSTALL ASPHALT DRIVEWAY PER ROADWAY PLANS. 8,.P1 8.,P1 To � � A \ GRADE BREAK GRADE BREAK 2 ELEV. = 2537.3 ELEV. = 2536.9 w DUCTILE IRON a Q W/ UNIFLANGE 60" INSIDE DIA. PRECAST o � � WET WELL. DESIGN BY N STUBBED 6" OTHERS. z � ABOVE PAD omc 2" FILTER O O O \ \ — FLUSH LINE ~ I —TO WASTE _ 0 z m HIGH WATER p 1Y2" INTAKE ELEV. = 2539.3 _ SCREEN Top `n SUPPLY LINE EP TOP OF BANK z ELEV. = 2541.8 Top A 9" / / \ O_ \TOp c/7 N I I 1 w 0 104" 52" I I PUMP STATION SITE PLAN SCALE: 1 " = 10' POWER 36" CONDUIT C14 OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM ° SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. REINFORCED PUMP STATION AND CONCRETE SLAB DESIGN BY OTHERS IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NMID ENCLOSURE BY OTHERS. SEE SHEET C7.4 FOR IRRIGATION DISTRICT. ADDITIONAL INFO. 0 0 IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. 4 " FILTER REMOVAL p° CLEARANCE 156" — a m 8" DUCTILE IRON W/ a 9 °0 z UNIFLANGE STUBBED 6" WET W E LL AN D INTAKE PLAN A-A ABOVE PAD SCALE: 1 " = 2' Q 0 0 ® O z � w z z � TOP of CONC: 2543.26 a O Lu < 4 cf) z 4 0 4 Lu \\ \\\\\ 0„\\\ \ LID D. \\\\\�\\\\\\�\\�\\\ m Q �C J Q LLJ LLJ � z — o HIGH WATER a ' REFER TO POND DETAIL Q Q Z W 3: zQ ELEV: 2539.3t 0 0 HIGH WATER ELEV: 2684.3f W Q O z z Q LOW WATER ELEV: 2537.3t _ N o a 60" INSIDE DIA. PRECAST WET WELL. \ /\/\\\�\\\\�\\\\\\ \�\\�\\i// // / 0 LOW WATER ELEV: 2682.3f z C DESIGN BY OTHERS. PROVIDE \i\\\/\/\� BITUMINOUS MASTIC AT ALL JOINTS \�\ \ \�\� \i\�\\\�i\�\\i\i\\\i\i\\\/\i\ \\i�i\\\�/i\\� \ W W INSTALL NON—SKID, Ln N RUBBER COATED STEPS �\ '�\\��\\ �\\\� 1.5" POLY INTAKE SCREEN PER ISPWC STANDARD FLUSH SUPPLY LINE W DRAWING SD-501 65 PSI TO BE MAINTAINED o zz Z SEAL PIPE PENETRATIONS INSTALL 12" MJ BUTTERFLY VALVE. WITH KOR—N—SEAL BOOT VALVE BOX AND LID PER ISPWC SD-406 0 (TYP.) 12" ADAPTER a 'a E i� 0.4% 0 0 0 0 o a d 12" INLET INV: 2531.62 ADJUSTABLE PIPE 12" PVC ASTM 2241 SUPPORT W/STRAP OVER IIIIIIIIIIIIIII INTAKE LINE TO WET WELL CROWN OF PIPE. BOLT To a IIIIIIIIIIIIIII 125 PSI RATE CONCRETE BOX. INSTALL CLEMONS SELF—CLEANING SCREEN Z WITH SEALED BEARINGS (CW600) OR Z < o IIIIIIIIIIIIIII APPROVED EQUIVALENT. SPECIAL ORDER 12" = a OUTLET PIPE AND FLANGE SIZE. a a CONCRETE o BLOCK 12" INV. 2531.80 E N G I N E E R I N G 9233 WEST STATE STREET W BOISE, IDAHO 83714 _ WELL INV. ELEV: 2527.26 PHONE(208)639-6939 \ �i ao a � a a kmengllp.com W DESIGN BY: LCK DRAWN BY: SRM/LCK Z PREPARED SUBGRADE AND \\\ \i\\ \i\i�\\i% �\ r , \%/ /%\\ /%\j\j/ \\�%\\ \%\ \\\��!\\\��i\\\� CHECKED BY: LCK v j BACKFILL COMPACTED TO 95% /\ \\\ �\\\i�/\\,��\/��i\\\ii\ W DATE: SEPTEMBER 2020 STANDARD PROCTOR DENSITY 8" 8" OF CLEAN 3/4" MINUS PROJECT: 20-088 o OF CLEAN 3/4" MINUS GRAVEL GRAVEL W/LESS THAN 5% W/LESS THAN 5% PASSING THE SHEET NO. Q s PASSING THE No. 200 SIEVE. WET WELL AND INTAKE SECTION A-A 5% MODIFIED SIEVE. COMPACTED TO COMPACTED TO 95% MODIFIED 95% MODIFIED PROCTOR DENSITY PROCTOR DENSITY C7.3 SCALE: 1 " = 2' O ILL SCOPE OF WORK PACKAGED PUMP STATION SUPPLIER SHALL PROVIDE A VARIABLE SPEED SUBMERSIBLE TURBINE PUMP STATION COMPLETE WITH PUMP,PIPING,VALVES,SENSORS,VARIABLE FREQUENCY DRIVE(VFD),PROGRAMMABLE LOGIC CONTROLLER(PLC),UL 508A LISTED CONTROL PANEL,AND ALL APPURTENANCES NECESSARY FOR A COMPLETE AND FUNCTIONING PUMPING SYSTEM.THE STATION SHALL BE MOUNTED TO PRESS BRAKE FORMED STEEL BASE AND ENCLOSED IN A POWDER-COATED MARINE GRADE ALUMINUM ENCLOSURE.THE PUMP STATION SHALL BE MANUFACTURED BY A UL QCZJ CERTIFIED PUMP STATION MANUFACTURER. TECHNICAL SERVICE AND SUPPORT.THE MANUFACTURER SHALL PROVIDE ACCESS 24/7 PHONE SUPPORT WITH A FACTORY CERTIFIED TECHNICIAN.THE TECHNICIAN SHALL HAVE ACCESS TO ALL RELEVANT DATA SPECIFIC TO THE PUMP STATION, INCLUDING SPECIFICATIONS,SUBMITTAL,SHOP DRAWINGS,PROGRAMMING,AND DETAILED PHOTOS OF THE SYSTEM. FACTORY TESTING.THE PUMP STATION SHALL UNDERGO AND PASS ALL OF THE FOLLOWING SYSTEM PERFORMANCE TESTS:HYDROSTATIC TESTING THAT MEETS ANSI/HI SPECIFICATIONS AND STANDARDS;FLOW TESTING THAT MEETS ANSI/HI 14.6 SPECIFICATIONS AND STANDARDS; AND VIBRATION TESTING THAT MEETS ANSI/HI 9.6.4 VIBRATION MEASUREMENT AND ALLOWABLE VALUES SPECIFICATIONS AND STANDARDS.THE PUMPING SYSTEMSHALL BE FLOW TESTED AS A COMPLETE UNIT,WHICH SHALL INCLUDE FUNCTION TESTING OF PUMPS,MOTORS, INSTRUMENTATION,APPURTENANCES,AND CONTROL PANEL.THE RESULTS OF ALL TESTS SHALL BE AVAILABLE TO THE OWNER. PRODUCTS PIPING,VALVES,SKID BASE,&STATION ENCLOSURE. LU DESIGN SPECIFICATIONS F FLANGED OR WELDEDTHE STATIONPIPING CONN CONNECTIONS SHALL NOT E ACCEPTAB EH THRESHALL BE STANDARD WALL PIPE WITOADED CONNECTIONS o FILTER SHOWN REMOVED BETWEEN THE MAIN PIPING SECTIONS OTHER THAN AT THE PUMP VOLUTE SHALL NOT BE FOR CLARITY Design Flow Rate: 500 GPM @ 85 PSI ACCEPTABLE. Incoming Power: -Volt/- Phase VALVES.BUTTERFLY STYLE ISOLATION VALVES--WITH GROOVED CONNECTIONS--SHALL BE C48" FILTER REMOVAL Model# Precision Pumping Systems 208-323-5300 INCLUDED ON STATION SUCTION AND DISCHARGE PIPING.FLANGED OR THREADED p g Y CONNECTIONS SHALL NOT BE ACCEPTED.A NON-SLAM CHECK VALVE SHALL BE INCLUDED ON ® CLEARANCE BILL O F MATERIALS THE DISCHARGE OF EACH PUMP.AN AIR RELEASE VALVE SHALL BE INCLUDED,LOCATED IMMEDIATELY AFTER THE PUMP CHECK VALVE. SKID.THE PUMP SKID SHALL BE MADE OF 1/4"PRESS BROKE A36 STEEL.NO WELDED BASES OR ITEM DESCRIPTION SIZE Count OPEN RAIL SYSTEMS SHALL BE ACCEPTABLE. N 97y4" CORROSION PROTECTION.THE PUMP SKID AND APPURTENANCES SHALL BE CLEANED TO BARE Z 1 AIR RELIEF VALVE 1/4" 1 STEEL AND COATED WITH A BAKED ON POWDER COATING,ALL PIPING INCLUDING ELBOWS _O SHALL BE COATED INSIDE AND OUT.THE PUMP STATION SHALL BE PRESSURE TESTED PRIOR V) 2 BUTTERFLY VALVE, TO COATING.NO WELDING SHALL BE PERFORMED AFTER THE PUMP STATION IS POWDER W 6" DISCHARGE LO 6 2 COATED. LU STATION ENCLOSURE.THE PUMP STATION ENCLOSURE SHALL BE CONSTRUCTED OF MARINE 1 1 3 BUTTERFLY VALVE, LO, GV 211 1 GRADE ALUMINUM MODULAR PANELS TO ALLOW ACCESS TO ALL PUMPS AND COMPONENTS BY SIMPLY REMOVING ANY PANEL.THE ENTIRE FRONT OF THE ENCLOSURE SHALL CONSIST OF 17 HINGED DOORS.THE ENCLOSURE SHALL BE POWDER COATED.THE ROOF OF THE ENCLOSURE ® Q a 010 4 BUTTERFLY VALVE, LO, GV 611 3 SHALL BE EASILY DISPLACED AND REPLACED BY ONE PERSON FOR THE PURPOSE OF SERVICING THE PUMP STATION.THE STATION ENCLOSURE SHALL INCLUDE A VENTILATION FAN 2" FILTER 5 CHECK VALVE, ENBEE 6" 1 (OR FANS)APPROPRIATELY SIZED TO ADEQUATELY COOL THE ENCLOSED EQUIPMENT. FLUSH LINE a AUTOMATIC FILTER:THE PUMP STATION SHALL INCLUDE AN AUTOMATIC SCREEN FILTER. THE 15 FILTER SHALL USE SUCTION SCANNING DEVICES TO AUTOMATICALLY REMOVE DEBRIS FROM 1%2" INTAKE 6 CHECK VALVE, GROOVED 211 1 THE FILTER ELEMENT. THE FILTER SHALL BE AMIAD SAF OR APPROVED EQUAL.CONTROL SCREEN LOGIC FOR FILTER FLUSH SHALL BE INCLUDED AS PART OF THE MAIN CONTROL PANEL PLC FLUSH LINE 3 6 1 7 CHECK VALVE, SILENT 6" 2 PROGRAMMING. PUMP CONTROL SYSTEM 8 ELECTRICAL PANEL SIZE 1 NEMA RATING.THE VFD,PLC,AND ASSOCIATED ELECTRICAL EQUIPMENT SHALL BE MOUNTED IN A NEMA 12 ENCLOSURE RATED FOR INDOOR INSTALLATION. TO AVOID POTENTIAL WATER LEVEL SENSOR/ OR RODENT DAMAGE,VFD'S MOUNTED OUTSIDE THE MAIN CONTROL PANEL ARE NOT FLOAT SWITCH CAP O O 0 9 FILTER, SAF 3000 611 1 ACCEPTABLE. O CONTROL PANEL MANUFACTURING&TESTING.THE PUMP CONTROL PANEL SHALL BE 10 FLOW METER 4" 1 MANUFACTURED AND LISTED BY A UL508A PANEL SHOP.THE PANEL SHALL BE UL LABELED AS O O14 AN"ENCLOSED INDUSTRIAL CONTROL PANEL".THE PUMP CONTROL PANEL SHALL BE COMPLETELY MANUFACTURED,TESTED AND PROGRAMMED PRIOR TO DELIVERY TO THE JOB 11 HIGH PRESSURE SWITCH 1/4" 1 SITE. DOCUMENTATION.A COLOR WIRING SCHEMATIC AND PUMP NAMEPLATE INFORMATION SHALL 8 a BE PERMANENTLY AFFIXED TO THE INSIDE OF THE CONTROL ENCLOSURE.ALL FIELD TERMINAL 12 HP RELIEF VALVE, ANGLED 2„ 1 CONNECTIONS SHALL BE NUMBERED AND LABELED. o WET WELL COOLING SYSTEM.THE CONTROL PANEL COOLING SYSTEM SHALL BE APPROPRIATELY SIZED JOCKEY PUMP ASSEMBLY 13 PRESSURE GAUGE 2 1/2�� 2 FOR THE AMBIENT CONDITIONS.THE COOLING SYSTEM SHALL NOT ALLOW DUST,INSECTS OR RODENTS INSIDE THE PUMP CONTROL PANEL. TWO SETS OF SPARE FILTERS SHALL BE INCLUDED WITH THE PUMPING SYSTEM. z HATCH ACCESS 14 PRESSURE SENSOR 1/4" 1 MAIN DISCONNECT.A SERVICE-ENTRANCE RATED,NON-FUSED DISCONNECT SHALL BE Q MOUNTED IN THE PUMP CONTROL PANEL AND SHALL ISOLATE ALL POWER TO THE CONTROL J 15 PUMP, SUBMERISIBLE HP 1 PANEL.THE DISCONNECT SHALL INCLUDE AN OPERATING HANDLE MOUNTED ON THE CONTROL O PANEL ENCLOSURE DOOR THAT IS MECHANICALLY INTERLOCKED TO PREVENT ENTRY WHILE THE D ISCONNECT IS IN THE ON POSITION.TO PREVENT DAMAGE FROM VANDALISM,A NEC CLEARANCE 16 PUMP, TURBINE HP 2 DISCONNECT EXTERNAL TO THE PUMP STATION ENCLOSURE SHALL NOT BE ACCEPTED. 7 SEE LOCAL CODES—, OVERCURRENT PROTECTION.THE VFD BRIDGE RECTIFIERS SHALL BE PROTECTED FROM OVER z 17 SKID 96X72 1 CURRENT BY AN APPROPRIATELY SIZED CIRCUIT BREAKER.FUSES ARE NOT ACCEPTABLE. O W LIGHTNING&SURGE PROTECTION.THE PUMP CONTROL PANEL SHALL BE EQUIPPED WITH Ln 2 PLAN VIEW TRANSIENT VOLTAGE AND SURGE ARRESTORS. LU OPTIONAL PPS INTEGRATED ENCLOSURE CONVENIENCE OUTLET.THE PUMP CONTROL PANEL SHALL BE EQUIPPED WITH A DUPLEX > O > OUTLET. T VARIABLE FREQUENCY DRIVE(VFD).THE VFD SHALL BE APPROPRIATELY SIZED TO MEET THE 0 2 O LU FLA N THE MOTOR Z (FULL S STATED ---- ---- NAMEPLATE.THE VFD SHALL REQUIRED MANUFACTURED BY OABBA INDUSTRIAL OSYSTEMS,MITTSUBISHI, Q Q O OR APPROVED EQUAL. INITIAL START-UP AND CALIBRATION SHALL BE PERFORMED BY A Z FACTORY CERTIFIED TECHNICIAN,WHICH SHALL EXTEND THE WARRANTY ON THE CONTROL V) G ~Q Q PANEL TO A TOTAL OF THREE(3)YEARS. G PROGRAMMABLE LOGIC CONTROLLER(PLC).THE PLC SHALL BE FULLY PROGRAMMED PRIOR (I-— Z Z (n Q TO PUMP PANEL INSTALLATION.THE TECHNICIAN INSTALLING AND PROGRAMMING THE PLC IS O J TO BE FACTORY TRAINED AND CERTIFIED BY THE PLC MANUFACTURER.THE PLC cc 4 10 9 13 5 2 14 11 13 12 PROGRAMMING SHALL BE NON-PROPRIETARY,AND THE COMPLETE STATION PROGRAMMING LLJ Q G SHALL BE MADE AVAILABLE TO THE OWNER VIA A USB DRIVE INCLUDED WITH THE STATION 0 0 CONTROL PANEL. • • • • • •• • • • •• • • • • • • • • _ Or_ a PLCOPERATOR INTERFACE••••••••• •••••••••••• • ••••• •• ••• ••••••••••• ••• •• • . . •w• • • Q • W �� TOUCHSCREEN.THE OPERATOR INTERFACE SHALL ALLOW THE USER TO MAKE ADJUSTMENTS c C 0 •� 4i FILTER REMOVAL O TO THE PLC PROGRAM LOCALLY WITHOUT REQUIRING ANY ADDITIONAL EQUIPMENT SUCH AS A O c CLEARANCE LAPTOP COMPUTER.A VFD CONTROL KEYPAD IS NOT AN ACCEPTABLE SUBSTITUTION FOR THE DIGITAL OPERATOR INTERFACE.THE PLC SHALL HAVE AN ETHERNET PORT TO ENABLE � ® REMOTE ACCESS. j o ♦ 4 7 PLC CONTROL FUNCTIONS: LU LU 0 0 1" BLOWOUT o00 1. USER SETTABLE LOCAL OR REMOTE CONTROL. T-T0 0 2.SYSTEM PRESSURE SETPOINT LJ� 3. PUMP SLEEP SETTINGS,WITH TWO THRESHOLD MODES:SLEEP BY FLOW OR SLEEP BY O O FREQUENCY ~ 4.SYSTEM PROTECTION SETTINGS,INCLUDING FAULT AND WARNING PARAMETERS FOR LOW I W FLOW,HIGH FLOW,LOW PRESSURE,HIGH PRESSURE,RESTART TRIALS AND RESTART DELAY � ( UN/ TIME. 1..1. 5. LOAD FACTORY DEFAULT SETTINGS,USER SAVED DEFAULT SETTINGS. 6. PRE-PROGRAMMED START-UP ROUTINES TO LIMIT AND/OR DELAY STARTING AND c ACCELERATION OF THE PUMP TO ELIMINATE EXCESSIVE VELOCITY AND PRESSURE.IT SHALL o ALSO INCLUDE INITIAL START-UP,MAINLINE FILL,POWER OUTAGE AND AUTOMATIC RE-STARTS. X 1 CW CLEANOUT PLC MONITORING FUNCTIONS N DUTY PUMP ASSEMBLY m 3/4" HOSE BIBY 1. PUMP OPERATING STATUS,TOTAL PUMP RUN HOURS,MOTOR FREQUENCY,MOTOR a AMPERAGE a 34 DRAIN 2.SYSTEM PRESSURE,FLOW RATE 3. FAULT LOG WITH TIME STAMPS AND DIAGNOSTIC UTILITY. 0 4.TREND DATA,WITH GRAPHIC DISPLAY OF SYSTEM PRESSURE,FLOW,MOTOR FREQUENCY o AND AMPERAGE.DATA SHALL BE EXPORTABLE TO MS EXCEL. N 5. USB PORT TO UPLOAD,DOWNLOAD OF PROGRAM,AND DATA STORAGE. 0 III I INSTRUMENTATION. w PRESSURE GAUGES SHALL HAVE A 304 STAINLESS STEEL CASE,WITH BEZEL CONSTRUCTION. FRONT VIEW II I I . ... .......... ............ ... ........ ....... .......... ........................................................ Z CUSTOMER DRAWING Z PUMPS REMOVED I I I B R I G HTO N DEVELOPMENT INC. 2T-SJ-SAF3000-FM-6 PRESSURE TRANSMITTERS)SHALL BE CONSTRUCTED OF STAINLESS STEEL AND RATED FOR THE PUMP STATION DISCHARGE PRESSURE. 3 FOR CLARITY Pl SCALE DATE FLOW METER.THE STATION SHALL INCLUDE A SOLID STATE INSERTION FLOW METER. o PRECISION PUMPING PROJECT NTS 9/3/2020 CURRENT AND TOTALIZED FLOW SHALL BE READ AT THE PUMP CONTROL PANEL HMI. PADDLE 1cm z SYSTEMS TYPE INSERTION SENSORS SHALL NOT BE ACCEPTED. E N G I N E E R I N G F 6515 BUSINESS WAY (QUARTET N E SUBDIVISION N O. 1 SHEET STATUS PUMP PROTECTION SHROUDS ta7 BOISE, DAH083716 9233 WEST STATE STREET 208-323-5300 1 OF 1 DRAFT EACH PUMP AND MOTOR SHALL BE COMPLETELY ENCASED IN SLOTTED PVC WELL CASING. BOISE,IDAHO 83714 W BOTH ENDS OF THE SHALL BE THOROUGHLY SEALED TO ENSURE THAT NO WATER CAN ENTER PHONE(208)639-6939 \ N AT EITHER END. WATER SHALL ONLY ENTER THE CASING THROUGH PRECISION LASER CUT kmengllp.com w SLOTS, WHICH WILL NOT ALLOW DEBRIS LARGER THAN CAN BE PASSED ENTIRELY THROUGH THE PUMP.ALL WATER ENTERING THE CASING SHALL PASS OVER,AND COOL THE MOTOR, DESIGN BY: LCK o PRIOR TO ENTERING THE PUMP. DRAWN BY: SRM/LCK g CHECKED BY: LCK U o DATE: SEPTEMBER 2020 w D PROJECT: 20-088 z g SHEET NO. Q s o C7.4 O LL SHEET NOTES AL A. SEE SHEET C1.1 FOR GENERAL NOTES. �oF�SS\O�ENSF�Giy B. SEE SHEETS C7.0-C7.2 FOR PRESSURE IRRIGATION PLAN \8's 10 / AND DETAILS. 6860 2/ (9„ /O J �� ` C. SEE SHEET C7.3 AND C7.4 FOR PRESSURIZED IRRIGATION J, 9/10/20 es i��o �Q� /P PUMP STATION DETAILS. �9T OP�o IT D. SEE SHEET C8.2 FOR POND DETAILS. 0' F OF �/ E. IRRIGATION MANHOLES SHALL BE 48"0 (INSIDE 19 DIMENSION) PRE-CAST WITH FLAT TOP. STANDARD 0- MANHOLE FRAME, COVER, AND RISER PER ISPWC e �o�roa STANDARD DRAWING SD-617. COVER SHALL BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. r�o °� KEYNOTES 5o s a°r 1. INSTALL FLARED END SECTION FOR 12" GRAVITY 38 /�ti ,d IRRIGATION PIPE. INVERT = 2535.85 W REFER TO PRESSURE IRRIGATION PUMP STATION 2. INSTALL (4'X4' INSIDE) PRE-CAST CONCRETE BOX WITH o PLAN SHEETS C7.3 AND C7.4 OPEN GRATE INLET. MINIMUM SUMP OF 2.0'. INSTALL \/ 12" WATERMAN C-10 CANAL GATE ON OUTLET PIPE. HIGH WATER 3. INSTALL DIVERSION BOX #1 PER DETAILS, SHEET C8.1. ELEV. = 2539.3 Top TOP OF BANK AS -� ELEV. = 2541.8 \\ N, z T°A \ A oy /// \ GRADE BREAK ELEV. = 2537.3 w z \\\ o \ \ "q. GRADE BREAK O o \ / \ ELEV. - 2536.9 p W w (0 El / \ \ IRRIGATION POND TOE w oc - / .,ELEV. = 2519.3 N o 0 / o oE. $ z �° °o \ s \\ \ - 8' a SAFETY BENCH o z 2 � 5.0% MAX. N "° �G \ \ A A \ 1 � Z o '0- 0. \ \\ , 133, GIMH #2 (48-INCH) O a o STA: 3+45.34 OFFSET: 0.00' N: 720404.20, E: 2440260.87 180' W s \Top _lop 2+00 3+00 4+00 N 5+00 6+00 7+00 8+0 3 w 0 3 \ - - 11 1210- --72'01�-1 2 0 9+00 10+00 o 1 1+00 z \ s s - - - - - - - - - - - - - - - - - - 'a-��z'a- - -�Z - -L -�z'a-��s'a 12'a �zroi�-�zroi--�-�z �z Nz�a �rq �z�a- -��a--��s�a ��a�-�s'c�-�-�s�a - - - - - - - - - - - - - - - - - - - - - - - - - - -�° as\E3 Ps Ps Ps GIMH #1 (48-INCH) F ! \ PS PS PS -PS PS PS PS PS PSS PS PS PS PS -PS PS S PS PS PS PS PS PS PS PS PS PS PS EG EGSTA: 1406.32 OFFSET: 0.00' PS PS PS PS PS PS PS PS PS PSPS PS PS PS PS PS PS PS PS PS PS PS PSN: 720406.32, E: 2440094.60 EEG EG EG EG - _ EG EG EG Eff O POND OUTFACE BOX #1 (4'x4' INSIDE)-E(� -EG EG EG EG EG EG-EG-EG-EG-EG-EG-EG- -EG EG G EG EG EG EG EG EG EG EG EG °F r RIM:2539.30EG EG T°A -oF °°\ SUMP:2534.30 GIMH #3 (48-INCH) \ INV OUT:2536.30 12" STA: 7+45.34 OFFSET: 0.00' N: 720399.11, E: 2440660.83 T°� \ 70.8' of 12" ADS SANITITE HP @ 2.14% zJ o � o GRAVITY IRRIGATION ALIGNMENT "A" PLAN AND PROFILE z 113- 0- C) 0 50 100 150 0 5 10 15 O z zz Plan/Profile Scale: 1" =50' Profile Vertical Scale: 1" =5' SLJJ � ` Q J m Q O Q 2560 2560 0 a z � z � W QQ zZ Lu 0 O 2555 2555 = p[ Q w Q z Ld O_ g �: UO N O z 3 z oc Q O v_ I O M 2550 z O "� `° 0 5.0' of 24" RCP ui =o N ���� 2550 ~ - U� 04 - zO M�ui NN j L'L'� Z� 00 Co 00 =I�Na- O o � po0 M"p� � N _2��D > > /r �0�L6r � N�Lo�� N H C�(n0 (nZ Z I \� / 0) PO N +�NZ •J D Q < LOLo N .. +LO(V . : EXISTING GROUND z - ... = _ 000�v) z UrOC U > > - - - - STA:11+5 .35 c�cn QE cn z z - - - INV.:2547 04 o - - - - - - - - - - - a X 2540 393.0' of 12" ADS SANITITE HP ® 0.75% 2540 N M U 0 400.0' of 12" ADS SANITITE HP @ 0.50% a (DSTA:1+2 .05 3 INV.:253 .85 0 2535 166.3' of 12" ADS SANITITE HP ® 0.50% 2535 N O r1 51.0' of 12" ADS SANITITE HP ® 3.76% 3 w Z Y Z = 2530 2530 3 3 Z E N G I N E E R I N G 0 9233 WEST STATE STREET 83714 w EXISTING GROUND CENTERLINE OF GI PIPE ALIGNMENT HOISE, 208)6DAHO 9-693 PHONE(208)639-6939 \ 2525 2525 kmengllp.com LJJ DESIGN BY: LCK C, ao o 0) 0) 7 co rn 7 r o r 7 co 00 00 o DRAWN BY: SRM/LCK N N N N n 't � 0 O (6 6 I� Z ; It It CHECKED BY: LCK U a N N 0 N N N N N N N N N N N N N N N N N N N N o N N DATE: SEPTEMBER 2020 Lu PROJECT: 20-088 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 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 SHEET NO. o Q u s C8.0 O a EXISTING CONCRETE DITCH EXISTING CONCRETE DITCH aF�SAL j- s\oCENSF40 �c�ti Q a 9i1860 1/4"x2"REDHD ANCHORS �O Q GROUT I (TYP. -12"O. .) OF ti��N INSTALL 5 LF OF 24" RCP C. Q Q INSTALL DIVERSION BOX WITH 6" THICK MINIMUM WALLS. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS DESIGNED BY 2"x6" CHECK BOARDS STRUCTURAL ENGINEER TO PROJECT TONGUE AND GROOVE WITH ENGINEER FOR REVIEW AND APPROVAL I CIPOLLETTI WEIR 1-1/2"x11/2"x1/4" 2 1/2" PRIOR TO INSTALLATION. ANGLE IRON ANGLE IRON CHECK BOARD (2 EACH SIDE) GUIDE, TYP. EACH SIDE. SEE Lu DETAIL, THIS SHEET. o D D FLASHBOARD GUIDE FOR 2"x6"BOARDS CHECK BOARD GUIDE DETAIL INSTALL STEVENS STAFF GAGE (STYLE I SCALE: NTS A) OR APPROVED EQUIVALENT. LOCATE STAFF GAGE 18"-24" LL UPSTREAM OF CHECK BOARDS. q ANGLE IRON CHECK BOARD GUIDE, TYP. EACH SIDE. SEE INSTALL 12" WATERMAN Ln z DETAIL, THIS SHEET. C-10 CANAL GATE OR U 2"x6" CHECK BOARDS APPROVED EQUIVALENT. LOCKABLE HASP ASSEMBLY OWELDED TO DOOR, TYP. OF 2 cn TONGUE AND GROOVE WITH j 2i CIPOLLE71 WEIR Lu A 4 4 4 A STEEL HINGE, TYP. OF 2 6" MIN. (TYP.) 4' 5' 1.5' �Vsl EXPANDED METAL LID, #5 MIN. PROV �12" PVC 12" PVC CUT OUT FOR GATES. I ANCHOR LID AND SUPPORT WITH 3/4" SST SEE LID DETAIL, THIS SHEET------'--' 16" MIN. ANCHOR BOLTS MOUNTED INTO CONCRETE z BOX, TYP. PROVIDE WASHERS AND -\ VV\/V\/ 4 REMOVABLE NUTS. EMBED 6" MIN. 04 10 U � INSTALL STEVENS STAFF GAGE (STYLE I A) OR APPROVED EQUIVALENT. 41 LOCATE STAFF GAGE 18"-24" ;u UPSTREAM OF CHECK BOARDS. n n 0 INSTALL 12" WATERMAN V) C-10 CANAL GATE OR I z APPROVED EQUIVALENT. I O Q z � INSTALL 5 LF OF 24" RCP GROUT z m 0 z Lu G J PLAN VIEW LID DETAIL >o O W a = ow m Q oc p INSTALL 12" WATERMAN INSTALL 12" WATERMAN M INSTALL 12" WATERMAN C-10 CANAL GATE OR C-10 CANAL GATE OR INSTALL 12" WATERMAN — C-10 CANAL GATE OR APPROVED EQUIVALENT. APPROVED EQUIVALENT. C-10 CANAL GATE OR APPROVED EQUIVALENT. APPROVED EQUIVALENT. z 0 Q Q z z SEE LID DETAIL, SEE LID DETAIL, LJ..I �_ O 0 THIS SHEET THIS SHEET = — 2"x6" CHECK BOARDS c/) TONGUE AND GROOVE WITH WATER LINE ® 0.76 CFS WATER LINE ® 0.35 CFS Lu p[ CIPOLLETTI WEIR CIPOLLETTI WEIR (PARTIALLY OPENED 12" CIPOLLETTI WEIR (PARTIALLY OPENED 12" Q W CANAL GATE) CANAL GATE) O (D RIM 2550.40 RIM 2550.40 RIM 2550.40 RIM 2550.40 z 4 q ) EXISTING CONCRETE DITCH J / 2"x6" CHECK BOARDS / 4 4 a EXISTING CONCRETE DITCH 5 5 Lu TONGUE AND GROOVE WITH / 4 _ _ 4 CIPOLLETTI WEIR - 4 \\0 4 i ins #4 REBAR - 12" O.C. 4 in 4 HWL 2548.24 HWL 2548.24 BOTH WAYS. BEND AROUND 4 i 4 0 0 WEIR 2548.02 o WEIR 2548.11 o N CORNERS (TYP.). _ = i i i i = / 4 i i J `? r2.502.50 o � / �7-� � 4 / Q �� �� �i � � � 24 F2C► 4 24 RCP 4\\ - 2'- 4 J o q 4 o \\/\ 24" RCP 4 \ 24" RCP CHECK a / q 4 2.5' / 4 \ 2'x6"BOARDS 2°'x6'BOARDS w � 4 4 4 4 \\\ INV. OUT: 2547.04 ��\\ / \\�\ INV. OUT: 2547.04 TONGUE AND TONGUE AND 4 4 q 4 J Q / 4 / GROOVE GROOVE D 4 -( #4 REBAR - 12" O.C.4 q \ 4 j 12" SUBMERGED / 12" SUBMERGED ORIFICE / 4 BOTH WAYS. BEND AROUND 4 ORIFICE (DELIVERY ��__�� CORNERS (TYP.). 4 (DELIVERY WATER) WATER) INV.: 2543.56 4 4 q INV.: 2543.56 —1 3 z � 4 0 0 o a a a Z 12" PVC INV. 4 4 4 / Z OUT: 2543.56 6" MIN. N J a / 4/ 4 q 4 4 6" MIN. 4 ------------- SUMP 2541.40 q 4 6" MIN. / 4 6" MIN. c 4 SUMP 2541.40 SUMP 2541.40 SUMP 2541.40 q E N G I N E E R I N G Q q q 4 9233 WEST STATE STREET Lu 4' 5' 4' 4 BOISE,IDAHO 83714 _ PHONE(208)639-6939 \ S ECTION A-A S ECTION B-B S ECTI O N C-C S ECTION D-D kmengllp.com w 10 DESIGN BY: LCK 0 DRAWN BY: SRM/LCK g CHECKED BY: LCK U o 1. PLACE C-10 CANAL GATE HEAD RAILS (TOP OF GUIDE RAIL) A MINIMUM OF 2" ABOVE BOX LID. VERIFY GUIDE RAIL HEIGHT PRIOR TO ORDERING. DATE: SEPTEMBER 2020 Lu PROJECT: 20-088 DIVERSION BOX #1 SHEET NO. Q 0 SCALE 1" = 2' CUQ • 1 O LL MINIMUM OF 1' COVER MATERIAL, MEETING MANUFACTURERS RECOMMENDATIONS. POND LINER SHALL BE BTL-30, RIPE (POLYETHYLENE) AS MANUFACTURED BY BTL LINERS, PRINEVILLE, OR 1.800.280.0712, OR APPROVED EQUAL. LINER TOP=87.3 11 I—I I I I I I—I I M I M I I:-El CONCRETE MANHOLE, WALL OR HW=84.23— N I I I I I I � -III�I= HIGH-WATER LINE MINIMUM OTHER STRUCTURE (SEE PLAN) 6" BELOW TOP OF LINERIIIII III=III IIIIII —II III=_ =� Lu SEALANT —I I= INTENT OF SOIL/ROCK COVER OVER TOP OF LINER o III— IS TO GIVE POND A NATURAL APPEARANCE. =I - COORDINATE DEPTH OF LINER SOIL/ROCK COVER NEOPRENE CONTINUOUS -I�- WITH OWNER AND LINER MANUFACTURER. BATTEN I I =I -P WASHER 2 POND LINER SHALL BE OVERLAIN WITH = PERFORATED PIPE AS CURB, AROUND ENTIRE _ AN 8 OZ. NON—WOVEN GEOTEXTILE II _ POND AT BOTTOM EDGE OF SOIL/ROCK LINER ANCHOR FABRIC. II COVER. IF SOIL/ROCK LINER COVER IS BOLTS NOTES: —III— CARRIED TO BOTTOM OF POND SLOPE, PIPE III—_ CURB IS NOT REQUIRED 1. SEASONAL HIGH GROUND WATER IS ESTIMATED TO COMPACTED SUBGRADE. SURFACE SHALL BE LEVEL III_— z BE AS HIGH AS 4 TO 5 FEET FROM EXISTING AND FREE OF ALL SHARP ROCKS (ALL ROCK AND I —I p NON—WOVEN GEOTEXTILE GROUND IN THE AREA OF THE POND. SUPPLIER STONE GREATER THAN .05 DIAMETER), OBJECTS, I= PROTECTIVE CUSHION ° AND/OR INSTALLER SHALL SUBMIT SHOP DRAWINGS VEGETATION AND STUBBLE. SOIL STERILIZATION SHALL AND DETAILS SHOWING THEIR PLAN FOR PREVENTING BE REQUIRED IF EXCAVATION CONTAINS ROOTS. III = L ~ ° THE POND LINER FROM "FLOATING" DUE TO GROUND 30 MIL GEOMEMBRANE I L ° L WATER PRESSURE. CONTRACTOR SHALL PROVIDE (POND LINER) WRITTEN GUARANTEE THAT LINER WILL NOT FLOAT. THE SUBGRADE SURFACE SHALL PROVIDE AN 2. CIRCULATION/AERATION FOR POND SHALL BE UNYIELDING FOUNDATION FOR THE LINER WITH NO —III GASKET PROVIDED TO PREVENT EXCESSIVE ALGAE GROWTH SHARP OR ABRUPT CHANGES OR BREAKS IN GRADE. OR DESIRABLE MOSQUITO HABITAT. OWNER'S COMPACTION SHALL BE IN ACCORDANCE WITH LINER PREFERENCE IS 3 STONE—COLUMNS IN THE MIDDLE MANUFACTURERS SPECIFICATIONS. OF THE POND WITH AN INTEGRATED PUMP FOR CIRCULATION. CONTRACTOR/SUPPLIER SHALL SUBMIT SHOP DRAWINGS AND DETAILS FOR REVIEW/APPROVAL BY OWNER AND ENGINEER. 0 z POND LINER ANCHOR TRENCH DETAIL SCALE: NTS POND LINER CONCRETE ATTACHMENT DETAIL SCALE: NTS Cn z o Q z � BOOT SHALL BE FIELD z WELDED, MINIMUM OF 3" z WIDE AROUND ENTIRE O W 12' 8' 8' FLANGE PREFABRICATED SLOPE BOOT > O W SEE POND LINER MANUFACTURED OF SIMILAR — ANCHOR TRENCH MATERIAL AS LINER. INSTALL PER TOB=2541.8 DETAIL THIS SHEET MANUFACTURERS m Q 0 � _ _ _ _ RECOMMENDATIONS 1=III=III=III=1 = :1 2539.3 J STAINLESS STEEL AN � � � cn HW=2539.3 I I-I ~ z Lu 7 - - �II��_ 77 Q Q z o =1 — 4;1 2537.3 2536.9 —I _ LJ..I Q O z TOPSOIL (MINIMUM DEPTH OF — _ 0 12") WITH RIPARIAN PLANT 5% INTENT OF SOIL/ROCK COVER I=II It —= � C_ MATERIAL AND RANDOM OVER TOP OF LINER IS TO LLJ BOULDERS. NO TREES SHALL GIVE POND A NATURAL f = Q BE PLANTED WITHIN AREA OF APPEARANCE. COORDINATE — O V POND LINER DEPTH OF LINER SOIL/ROCK POND LINER PER ANCHOR I APPLY 4" TAPE OVER COVER WITH OWNER AND LINER TRENCH DETAIL = III- STAINLESS STEEL BAND AND z � 7 MANUFACTURER. = BOOT SLEEVE (CENTER ON �j BAND AND PIPE) ? FIELD WELD BOOT FLANGE L u PER MANUFACTURERS RECOMMENDATIONS Q a Q N M POND LINER PIPE PENETRATION DETAIL NOTES: IN SCALE: NTS a Z 1. SEASONAL HIGH GROUND WATER IS ESTIMATED TO BE w AS HIGH AS 4-FEET FROM EXISTING GROUND IN THE o AREA OF THE POND. SUPPLIER/INSTALLER SHALL SUBMIT SHOP DRAWINGS AND DETAILS SHOWING THEIR PLAN FOR w PREVENTING THE POND LINER FROM "FLOATING" DUE TO GROUND WATER PRESSURE. 0 2. CIRCULATION/AERATION FOR POND SHALL BE PROVIDED TO PREVENT EXCESSIVE ALGAE GROWTH OR o DESIRABLE MOSQUITO HABITAT. OWNER'S PREFERENCE IS a 3 STONE-COLUMNS IN THE MIDDLE OF THE POND WITH o AN INTEGRATED PUMP FOR CIRCULATION. CONTRACTOR/SUPPLIER SHALL SUBMIT SHOP DRAWINGS AND DETAILS FOR REVIEW/APPROVAL BY OWNER AND 3 ENGINEER. z Z Z 2519.3 1cm Z E N G I N E E R I N G IRRIGATION POND EDGE GRADING 9233 WEST STATE STREET BOISE,IDAHO 83714 w PHONE(208)639-6939 \ kmengllp.com /w 10 DESIGN BY: LCK 0 IRRIGATION POND EDGE GRADING DRAWN BY: SRM/LCK g CHECKED BY: LCK U SCALE: NTS DATE: SEPTEMBER 2020 z 0 Z W PROJECT: 20-088 / �''� z V g SHEET NO. Q 0 0 LL d p , p GENERAL LANDSCAPE NOTES GENERAL IRRIGATION NOTES ssssisse•••.,, �%S'l 'S$0FII) ,��i� J J 1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THIS 1. NO GUARANTEE IS MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN, OR SHOWN �.� fie' •000 25' LANDSCAPE PLAN AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF CORRECTLY. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF CD go AYE •06 MINOR ARTERIAL W W THE LANDSCAPE CONTRACTOR. IF QUANTITIES LISTED DO NOT CORRELATE WITH WHAT ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL * !� LANDSCAPE W ' W • IS SHOWN ON THE PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. THIS BE CONTRACTOR'S RESPONSIBILITY. ' m BUFFER = = INCLUDES, BUT IS NOT LIMITED TO TREE, SHRUB, ROCK, TOPSOIL, MULCH, SEED OR N� TOE TOE SOD, EDGING, AND DRIP LINE QUANTITIES. 2. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL A COMPLETE IRRIGATION = 0n5 TOE TOE TOE TOE- NY N SYSTEM WHICH PROVIDES ADEQUATE WATER COVERAGE TO ALL LAWN AND PLANTING ' • ' TOO Lr -165 7 2. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE LANDSCAPE ARCHITECT OF AREAS. THE WORK SHALL CONSIST OF PROVIDING AND INSTALLING ALL MATERIALS % ��,:• •.' " BORROW BLOCK 1 AVAILABLY OF SPECIFIED PLANT MATERIAL FROM COMMERCIAL NURSERIES. IF A NECESSARY FOR A COMPLETE SYSTEM INCLUDING POINT OF CONNECTION, PIPE, •,�� -•��;0•.¢ �• DITCH VALVES, FITTINGS, HEADS, AUTOMATIC CONTROLS, AND ALL ASSOCIATED LABOR. THE �i L`9jUD Q�,��•� 17 \ SPECIFIED PLANT IS NOT AVAILABLE, THE LANDSCAPE ARCHITECT WILL PROVIDE �i SCA • PER 9 BLOCK 1 O ' \ ALTERNATE PLANT MATERIAL SELECTIONS. SUCH CHANGES SHALL NOT ALTER THE CONTRACTOR SHALL FURNISH THE ARCHITECT WITH A SHOP DRAWING SHOWING THE ��i,,##lu���ts N CIVIL 11 12 13 14 15 ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER. DESIGN LAYOUT, PIPE SIZE AND TYPE, VALVE LOCATIONS AND TYPE, HEAD LOCATIONS ' AND TYPE, CONTROLLER LOCATION AND TYPE, WIRE SIZING, ETC... FOR APPROVAL 17. O3. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD PRIOR TO CONSTRUCTION. 8 10 - 16 18 UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE, INC. ® 1.800.342.1885. PROVIDE ADEQUATE MEANS OF PROTECTION OF 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK �� BLOCK 1 UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING � s' s s SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 4. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS. { 3Z a"sW THORNAPPLE ST. o 0- THE 2 O 19 a"s a"s a"s�s 4. PROVIDE REQUIRED SOIL EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF 5. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. 00 O 1 THE CONTRACT PERIOD. SHOULD THERE BE EXISTING SOIL EROSION CONDITIONS THAT 6. POINT OF CONNECTION: COMPLY WITH REQUIREMENTS OF UTILITY SUPPLYING WATER - - REQUIRE MITIGATION, NOTIFY THE RESPONSIBLE PERSON IMMEDIATELY. FAILURE TO FOR PREVENTION OF BACKFLOW AND BACK-SIPHONAGE Lu NOTIFY THE RESPONSIBLE PERSON IMPLIES ACCEPTANCE OF THE SITE IN ITS EXISTING a CONDITION. • O ; > 12 2O ; I 20 7. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED 1 yQ O c° q 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS. PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING > ALL DELETERIOUS MATERIAL SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AS APPROPRIATE. ' Q AGGREGATE BASE MATERIAL, ASPHALT, ETC.., SHALL BE REMOVED PRIOR TO ANY FILL z I 11 O3 Q OPERATIONS. FINISH GRADES TO BE SMOOTH AND EVEN. GRADIENTS TO REMOVE LOW 8. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION O5 Q c� 21 AND HIGH POINTS AND TO PROVIDE POSITIVE DRAINAGE. RATES WITHIN EACH CONTROL VALVE. �0 BLOCK 2 9. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER R en tu 6. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL, AS PER SPECIFICATIONS. SOIL s �' z SHALL BE FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON SEPARATE ZONES FROM +• .+• 3 . ; z 10 4O : INCH IN SIZE. REUSE EXISTING SURFACE TOPSOIL IF AVAILABLE. THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. a"" '�" : O 22 FUTURE PHASE FUTURE PHASE FUTURE PHASE N v W. GRAND RAPIDS DR. +: O .• a� 7. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC 10. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO z IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING v es t• • • • • .�, ,• •+ • + z MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS, OR OTHER FOREIGN AREAS. N -- '�• + O9 5O MATERIALS AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET THESE g CO ' ' ' ' ' ' } +." MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: PROVIDE APPROVED Lu � ui z ' '=` ' ' 23 IMPORTED TOPSOIL OR, AMEND THE ON-SITE TOPSOIL. 1 1. PRIOR TO COMMENCING WORK, CONTRACTOR TO CONFIRM PSI IS ADEQUATE TO ~ y, J FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE BLOCK 1 °° WATER COVERAGE TO ALL LAWN AND PLANTING AREAS. SHOULD THE PSI BE LESS �!:• • • 8 6 8. TOPSOIL DEPTHS SHALL BE AS FOLLOWS (WHERE APPLICABLE): LAWN AREAS-6" MIN.; THAN ADEQUATE, NOTIFY THE ARCHITECT IMMEDIATELY. IN THE EVENT THAT THE t O O PLANTER BEDS - 12" MIN.; CURB ISLANDS - 18" MIN.ALL PLANTING BEDS SHALL BE ARCHITECT ISNOT NOTIFIED PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR BLOCK 3 O + 24 26 A' TREATED WITH A PRE-EMERGENT HERBICIDE. SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. a' ::FX•'4' ', :; :' ,r ,, N - 9. FINISH GRADES FOR LANDSCAPE AREAS TO BE SMOOTH AND EVEN GRADIENTS WITH O .+ s ��'�`�'�'�� ] .'"�;���� � 12. WHERE APPLICABLE, LABEL ALL IRRIGATION RISERS, FAUCETS, VALVE BOXES, ANDPOSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. SLOPES FOR TURF 25 $'i�'+' P Pi P� AREAS SHALL NOT EXCEED 3:1. VAULTS WITH DURABLE TAGS CARRYING THE WARNING "DANGER-UNSAFE WATER OR C NON-POTABLE WATER.' + s„W 3 10. - . . . PRE EMERGENT HERBICIDE SHALL BE APPLIED PER MANUFACTURER'S r. O a"s s"s "s s" "s : : : : RECOMMENDATIONS AND SHALL OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TO 13. INSTALL ALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE _ e, Q P t . +• +• + +• + a INSTALLATION OF PLANT MATERIALS AND MULCH. ELECTRIC CONTROL AND QUICK COUPLING VALVES IN GROUND COVER/SHRUB AREAS, 27• . z,. s 6" TO 12" AWAY FROM EDGE OF PAVEMENT FOR EASE OF ACCESS. ap �. O a1141 11. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR ou 12 sD Z _ 9 14. PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A COMPLETE UNIT PRODUCED BY A :t _ _ TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING To _ z BLOCK 3 CONDITION. SINGLE ACCEPTABLE MANUFACTURER, INCLUDING HEADS, VALVES, CONTROLS, AND F 23 28 > a's ACCESSORIES. DITCH \ 26 25 Q 12. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED FROM AROUND THE UPPER 0 8' O 24 22 W PORTION OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED 15. A MIN. OF 4" POP-UPS ARE TO BE USED IN ALL LAWN AREAS. DRIP IRRIGATION TO Z \8.. �r PER a. O O cV) . s BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND BE USED IN ALL PLANTER BEDS. CIVIL o O N ' '®' LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM ROOT BALLS PLANS 9 ., ,s E. BLOCK 3 29 z ; , } a• PRIOR TO BACKFILLING. 16. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO SIZE CIRCUIT PIPING. WATER M�RMON'TE CT � s VELOCITY IN ALL PIPES SHALL NOT EXCEED FIVE FEET PER SECOND. MINIMUM PIPE V) 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING SIZE TO BE 1". AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND 11 j• ?� . _ s'• � •,.:.4 4:,'4•� • • • • • - • • •• O8 O DEAD OR NOT IN HEALTHY CONDITION IMMEDIATELY WITH COMPARABLE SIZE AND 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL ROADWAY, EP �� O S o •� �n.snf; •�",�`"" SPECIES AT NO COST TO THE OWNER. PARKING, AND WALKWAY SURFACES. EXTEND 6" MINIMUM BEYOND SURFACE EDGE. w _ _� 12 { �J O IDENTIFY ENDPOINTS OF SLEEVING. J 21 14. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER o TO -gyp BLOCK 3 14 BLOCK 4 5 \ MANUFACTURER'S RECOMMENDATIONS. 18. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD SURFACES NOT PROTECTED BY A rI TOE TOE P •�• 15 VERTICAL CONCRETE CURB SHALL BE PLACED 18" FROM THE EDGE OF THE ROAD e T E=Top_E2�EP -p� 16 O 15. CONTRACTOR'S MAINTENANCE SHALL INCLUDE: SURFACE. O a TOE=Ta_T�Ep_Top-= ¢ .` 17 18 BLOCK 3 :•. : �. °s • PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE 19. WHERE APPLICABLE, CONTRACTOR IS RESPONSIBLE TO PROVIDE 120 VOLT POWER AND z Toe Top --EC. P 19 - s"5�!/I O INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND ALL REQUIRED CIRCUITS FROM THE ELECTRICAL PANEL TO THE IRRIGATION CONTROLLER. TOE Top �� /R DISEASE UNTIL FINAL ACCEPTANCE BY OWNER. SIZE WIRE AND CONDUIT AS REQUIRED. z oe z TOE 'Qp _TOE TOE _ Ep ., 20 30 \ \ Mp Q _TOE\ S'_ _TO-TOE TOP �E=� 31 NTFO 2 • RE-SET SETTLED PLANTS TO A PROPER GRADE AND POSITION. 20. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING IRRIGATION COMPONENTS 0 W Z \TO_���dI�P \TO`TOE`TOP r0 P-E O 32 �' O • DAMAGED AS A RESULT OF NEW CONSTRUCTION, INCLUDING ADJACENT PROPERTIES. Ln w W W TO TOE TOEp Top -EP 33 RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND REMOVE AND REPLACE REPAIR INCLUDES BUT IS NOT LIMITED TO PIPING, VALVES, HEADS, DRIP COMPONENTS, N 3 - TOE -TOP -EP 34 , DEAD MATERIAL. CONTROL WIRES AND EQUIPMENT, AND SLEEVES. IF APPLICABLE, IRRIGATION CONTRACTOR > O o TOE- TOE E ` " SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING W a I -�Op� E_ _TOE.F/E TOP �P= BLOCK 31 \ ' . TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED ONLY IF ORIGINALLY CONSTRUCTION AND THAT FOLLOWING CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM o U TOE-TOE �� TOE-TOE M!LEC K TOP-E=- _-" 36 OPERATES AS GOOD, OR BETTER THAN EXISTED PRIOR TO THIS PROJECT. c > _ _EP Q NEEDED. m _Q � TOE TOE_TTOP-o _p` EP 35 �s �� � `� \\ • CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOMES 21. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS Q O a N,M TOE_ 1 TOE oE_ _ rop_ E� 37 O�� APPARENT AND WEATHER AND SEASON PERMIT. DAMAGED DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS U o ►1 TOE TOE TOE- \EP FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING THE COARSE OF � W 00 -TOE-TOE_ _'toE\��TOfP\\ sA �' // CONSTRUCTION. z 41 W TOE E_ rOP\FA :�;•;•;•;• \� 22. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DISCREPANCIES BETWEEN DESIGN Q Q a _TOE 10E \ '•'•''�''•'- ACHD LANDSCAPE NOTES DRAWINGS AND ACTUAL SITE CHARACTERISTICS. CONTRACTOR SHALL FIELD VERIFY ALL Q U � .(/� �roP��F \ o INFORMATION PROVIDED ON DRAWINGS. CONTRACTOR SHALL STOP CONSTRUCTION AND W Q X \ _ i CONTACT THE OWNER IMMEDIATELY FOR FURTHER DIRECTION IF DISCREPANCIES OCCUR. N wwZ �h 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM m o00 �'op off, •. ;:;• DRAIN PIPE, STRUCTURES, OR FACILITIES. va O F0, \ \ •• // \ �'p •.•.•.•.• •.•. 23. UPON COMPLETION, AND PRIOR TO FINAL PAYMENT, THE IRRIGATION CONTRACTOR SHALL W �iT S J ci. . . . . . . z \ \ 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE PROVIDE A NEAT AND LEGIBLE AS-CONSTRUCTED IRRIGATION PLAN, AN OPERATION AND A \ MAINTENANCE MANUAL, AND UP TO (8) HOURS OF ORIENTATION AND/OR TRAINING FOR THE Q o p F / r\ \ CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. O 0 o 0, / \ �. \ OWNERS MAINTENANCE AND OPERATIONS STAFF.04 J 0 oµo °F 24. THE ENTIRE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF o \ / \\ �. \\ // " IT'S ACCEPTANCE. REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR �o SHALL BE COMPLETED PROMPTLY BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO W a F oA \ THE OWNER. w . SOP. . t' 25. CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST TO THE OWNER, SPRING START UP AND . . . . . WINTERIZATION DURING THE GUARANTEE PERIOD. Q LANDSCAPE COVER 3 NOTE: CALCULATIONS SHOWN BELOW ARE TO DETERMINE THE REQUIRED NUMBER OF OPEN SPACE �^( TREES PER CITY OF MERIDIAN UDC AND ARE NOT OPEN SPACE CALCULATIONS. SEE OPEN SPACE v 3 0 100 200 300 EXHIBIT FOR QUALIFIED OPEN SPACE CALCULATIONS. PLANT SCHEDULE NOTE: FOR COMPLETE SCHEDULE SEE L2.0 Plan Scale: 1" 100' OPEN SPACE TREE CALCULATIONS (1TREE/8000SF) STREET TREE CALCULATIONS (1TREE/35 LF) Z DECIDUOUS TREES (STY BOTANICAL / COMMON NAME EVERGREEN TREES (STY BOTANICAL / COMMON NAME 3 BLOCK # LOT # LOT QUALIFIED QUALIFIED REQ PRVD BUFFER NUMBER OF DRIVES CONTACT INFORMATION AREA (SF) AREA (SF) AREA (AC) STREET NAME WIDTH LF 26, CALC REQ PRVD • 37 ACER PLATANOIDES 'CRIMSON KING' 19 PICEA OMORIKA 'BRUNS` 2,045 OWNER LANDSCAPE CONSULTANT CRIMSON KING MAPLE BRUNS SPRUCE EXCLUDES 25' N. BLACK CAT RD. 25' 664 1 638 LF/35 18.00 19.00 g 1 1 10,723 0.05 0.00 1.00 o BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP ARTERIAL BUFFER 2929 W. NAVIGATOR DR., STE. 400 9233 WEST STATE STREET 44 ACER TRUNCATUM 'PACIFIC SUNSET' TM 9 PINUS FLEXILIS `VANDERWOLF`S PYRAMID` ALONG BLACK CAT W. GRAND RAPIDS DR. 2161 4 2057 LF/35 59.00 59.00 MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 PACIFIC SUNSET MAPLE VANDERWOLF'S PYRAMID PINE 1 3 6,345 6,345 0.15 1.00 3.00 N. CORALINDA AVE. 822 10 562 LF/35 16.00 17.00 CONTACT: ZACH MEYERS PHONE: (208) 639-6939 o PHONE: (208) 378-4000 FAX: (208) 639-6930 1 25 3,375 3,375 0.08 0.00 0.00 W. THORNAPPLE ST. 558 5 428 LF/35 12.00 12.00 91 FAX: (208) 377-8962 CONTACT: ALYSSA YENSEN, PLA + 5 ACER TRUNCATUM X PLATANOIDES 'KEITHSFORM' SOD SEED � BOTANICAL / COMMON NAME EMAIL: zmeyers@brightoncorp.com EMAIL: ayensenc@kmengllp.com NORWEGIAN SUNSET MAPLE 2 1 2,246 2,246 0.05 0.00 0.00 N. MORNING STAR AVE. 735 12 423 LF/35 12.00 12.00 0 3 W) - I 204,960 SF TURF SOD RHIZOMATOUS 2 7 11,251 11,251 0.26 1.00 0.00 E. MIRMONTE CT. 1247 24 623 LF/35 18.00 18.00 • 12 CARPINUS BETULUS W W RHIZOMATOUS TALL FESCUE 62,065 EUROPEAN HORNBEAM W. MIRMONTE DR. 893 14 529 LF/35 15.00 15.00 3 8 63,754 EXCLUDES 25' 1.42 8.00 10.00 ARTERIAL BUFFER N. SUNNY SIDE AVE. 781 5 651 LF/35 19.00 19.00 w + 59 FRAXINUS PENNSYLVANICA ; .* 7,288 SF WASHED TURF GRASS ALONG BLACK CAT SEE KEY NOTES 3 27 8,857 8,857 0.20 1.00 1.00 N. TORBIN WAY 20' 591 4 487 LF/35 14.00 16.00 GREEN ASH E N G I N E E R I N G O0 3 35 468 0 0.00 0.00 0.00 TOTAL STREET TREES 183.0 187.00 9233 WEST STATE STREET op000000° 3 °g BOISE,IDAHO 83714 W 29 GLEDIMORAINE ONEY NTHOS INERMIS `MORAINE' 1,482 DES PATHWAY CALCULATIONS (1 TREE/100 LF) > °o 0 MORAINE HONEYLOCUST PHONE 208 639-6939 EXCLUDES 20' kmengllp.com 3 38 1,864 COLLECTOR BUFFER 0.03 0.00 2.00 W w ALONG JOY WAY BLOCK # LOT # LF CALC REQ PRVD DESIGN BY: KAP 6 PYRUS CALLERYANA `CAPITAL` MEASURED FROM BOC 0 1786 3 8 586 586 LF / 100 6.00 6.00 DRAWN BY: KAP U CAPITAL GALLERY PEAR EXCLUDES 20' CHECKED BY: AY E 4 1 2,200 COLLECTOR BUFFER 0.04 0.00 2.00 4 9 221 221 LF / 100 2.00 3.00 DATE: SEPTEMBER 2020ALONG JOY z 8.0 9.0 PROJECT: 20 088 w 4 9 43,004 MEASURED OFI�OMABOC 0.99 5.00 5.00 TOTAL PATHWAY TREES \.J w SHEET NO. TOTAL OPEN SPACE TREES 16.00 24.00 TOTAL TREES REQUIRED/PROVIDED 207.0 220.o Q w oc L1.0 0 PLANT SCHEDULE '�••, -Lut u TOE TOP TOP TOP TOP TOP ,,,•• �E OF jD9 -6-PI 6"PI 6 PI 6'PI 6 P 6 PI 6 PI 6'PI 6 P 6"� 6 r6" 6" 6 I 6' I 6 I ,, �P••.••••• `n N 1 BLOCK 1 a DECIDUOUS TREES � BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS �e•,�SSAyE4'•••� ® �•� 17 37 ACER PLATANOIDES 'CRIMSON KING' 2" CAL. B&B 40'X30' CLASS II I I a o� 0°0° O CRIMSON KING MAPLE _ `&4� N 0 Q S W 000. - BLOCK 1 Lr -165 710 I 11 12 13 14 �,,:•_ �103 p' �C,��• rn 44 ACER TRUNCATUM 'PACIFIC SUNSET' TM 2" CAL. B&B 30'X25' CLASS II •10 </ ••••• •• 00600050 a .L •� O 15 •3. PACIFIC SUNSET MAPLE % sc N I W WQ FL �•�'°�°°°W° O 16' + 5 ACER TRUNCATUM X PLATANOIDES 'KEITHSFORM' 2" CAL. B&B 35'X25' CLASS II • 8 °� 10'* W 18 NORWEGIAN SUNSET MAPLE r1m IWW e*00p0OW a W � �• - • o°W . iD W •�, `. ` � — — 12 CARPINUS BETULUS 2" CAL. B&B 30'X20' CLASS II N EUROPEAN HORNBEAM rm IW W s'w W, „wW 7 �� / .•s. W.THORNAPPLE ST. S s 8 5 + 59 FRAXINUS PENNSYLVANICA 2" CAL. B&B 35'X25' CLASS II GREEN ASH W IW s 8"S 8"S 8"S 18„S " 8 N I ••IW W 2 • '• W v W 2 ` o0000000O O I w O O7 •. 5 . W ° 19 0 °o � W W W W W .'W W• W 6 u IW W W `• s � 29 GLEDITSIA TRIACANTHOS INERMIS 'MORAINE' 2" CAL. B&B 40'X30' CLASS II a 5 — — — — .� z� a °°o,° ,°° MORAINE HONEYLOCUST 1 ouo W4 WW 13 w IW N I W W . I W ,• I W 40 6 PYRUS CALLERYANA 'CAPITAL' 2" CAL. B&B 35'X20' CLASS II CAPITAL GALLERY PEAR aCo y l �I W O6 's I O O s 20 EVERGREEN TREES � BOTANICAL COMMON NAME SIZE MATURE HXW CLASS �I I I 00 Ln — — z o, 19 PICEA OMORIKA 'BRUNS' 6'-8' B&B 30'X10' CONIFER 0 a I 00 I BRUNS SPRUCE N 1 , W Lu Lu j 1 Lu 9 PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' 6'-8' B&B 25'X15' NI I 3 W 11 `l VANDERWOLF'S PYRAMID PINE 3 °° I O SOD SEED (STY BOTANICAL / COMMON NAME CONT S W I . 4 s 21 00 N I ��'�rt` 1 13 9 I ' 4 BLOCK 2 W N I I• W aI � . `� a W 204,960 SF TURF SOD RHIZOMATOUS SOD „R cn3 F_ e_- %_ A - _�S_ t - z f1i "PI s" I s' TOW RHIZOMATOUS TALL FESCUE - - — — — WW W I . I - W 0. �. of s• 10 O °° NI I� W �< •+• W `�" :� ° 7,288 SF WASHED TURF GRASS SOD o 8„w w 8 w W fop W ;f. ' �, I •W Q I 22 m �'.�•:;. • SEE KEY NOTES z u 2 s 5 s"S 4 W. GRAND RAPIDS DR. W W W O n N • Y s^ s"s� � � z �aN I as 8S $"S s v + 5 . � I . z Co I S WW W� + W . +� WW B•. IWWWW W• W S I z z a W ��. s O ~WTI. P1 ,p . � �.W.W.WWWW .r. W WWW�W n W W W W `�,� �`` / • �O . � z — N sW W 23 S W cn 9 � / °° BLOCK I 6 :�W :� 8 w N I WWL\Wlb6 W ety 2 O a O W C r-I - •\ BLOCK 3 5O sA�W `° 3 W • � W��.. .� W W � ss 9 13 9 cn .. N C I 13 �W — 7— --------- — ---- - - ---` I ' S 00 I 24 26 z `Q� O6 6Aw W W W g.. 8y TOP TOP TOP TO00 s 5 SDW � �-W TOE.,•, W W ) I • 7 I O W \ A W r i�;t:'•�i.,f:' i. *:' i. t:'C�.,f: . f:•���wi.,f.wi. f:r 13 1 z 31 w B p V p ,'PQ "-�� a o','... ••'' • " ^76EY''�.. Co N 5 "TOP W — T(1 — W AA top — TpP W �W = W 25 6"81��r 6iPl "Pt 00 Ln \_ 'ww W W \ W W W W 31 `J 8 S 8' 8,: a 8„w W 8..W 8" "W C) Q — 5 S $"s $"s 8"s MATCH LINE — SEE SHEET L3.0 2 V) — LEI z Q3 y a .a NII „ r0�o%y 0W Q� rW roW E,W:-:'w ,='rdE�•. :. .r. —:., I "SD e d s \\ \ O 1 ?Q � 27WWWWW' W W TW - U3d . W Q ----- ro; 6PI 8. IW :, I wpl ww KEY NOTES (TYPICAL) Q X o 12"SD:�pTOP T(1P� 10P 1 INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL a I I W�W TOP ToP—� TOR BLOCK 3 TREES WITHIN TURF AREAS. z o °o s W U 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION O G J ' \ Z TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY oat 13 8y W y 13 WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. z N W 47 o p 25 24 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH W O PERMEABLE FABRIC WEED BARRIER. SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR Z N � or \ e's 8'W W r TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY GROUND z m� W W O W W'W W COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED s BARRIERS ARE PROHIBITED. Q E r WSW v, } OW 1 °°0e000 1 1 \•� CO CO w 2w _ 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. Z a m 1 W• \s" E MIRM01V ° W W 5. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' / ' W E CT »w CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. 3 U) W W `• ` W s 6. NOT USED. 13 Z �- _• s s 3 a 0 10 a. W• W W s'S 7. GRAVEL SHOULDER AND BORROW DITCH. SEE CIVIL PLANS FOR SHOULDER AND DITCH DETAIL AND DIMENSIONS. � w o0000 _ W" " •" 'S 0 z N o a o W 11 W W s 8. NOTE USED. EP o •. o w Ep E �� — '.00 a° 12 — W 9. INSTALL WASHED TURF GRASS IN INFILTRATION AREAS OF PONDS. SEE CIVIL PLANS w- � �p �e��= � � W.W.W. FOR DRAINAGE FACILITY INFORMATION. D _ � W W W W W W W W Z `� roP 10. NOT USED. W � cP O N � 6„ BLOCK 3 14 11. PATHWAY. SEE CIVIL PLANS. u E TOE 3 rOp �—Ep ���W I 3 TOE Top —Ep �p�� 6„ 1 15 O /� 12. NOT USED. u N ° r0E TOE_TOE_—TOP_rOP _E�P��� a,`�-+ 6 1 16 13. 6' SOLID WOOD FENCE. REFER L4.0-3. " TOE TOE_ —Ep ���� W TOE TOP —gip=�� _ pl PI 14. 5' CLEAR VISION FENCE. REFER L4.0-2. d� TOE T° _TOP �_W �W w w �, TOE_ E_ro _Top _ =p_EP �S_fti �—`W Pl W 15. FINAL MITIGATION OF EXISTING TREES TO BE DETERMINED BY CITY ARBORIST, MATHEW a r°E E rop � PERKINS. MITIGATION CALCULATIONS AND REQUIREMENTS SHALL BE PROVIDED ON PLANS °� "s °f0� p —roE _TOE_ drop— =P��EP�_e�_ W PIS PRIOR TO FINAL APPROVAL. �o�� roE roE roP ENGINEERING 0 9233 WEST STATE STREET 3 2"W �Q OP T0_OF TOE _TOE TOP— —E=_ �� PI�L 6„pl z BOISE,IDAHO 83714 w o a a TOE _To— _r _r Top — �P W PHONE(208)639-6939 L'N A —TOE TO —T p`_ OE TOE_ OE TOE—r \ �—Ep P EP = L u ° Top EP �'� p kmengllp.com w W o _roE roP °—_ TOE °E_r0 r°p —��p— (,� DESIGN BY: KAP N �ro TOP \roE FIVE E` _Top o E\ moo— \r0E MI(ECREEK roE` _TOP— SQ DRAWN BY: KAP `'N o roE or9P—T�, _TOE_ TOE—rOE TOP G CHECKED BY: AY u w I wl I \ Opp TOE_ —TOES , DATE: SEPTEMBER2020 L.LJ LANDSCAPE PLAN PROJECT: 20 088 < SHEET NO. 0 50 100 150 L2.0 or_ Plan Scale: 1" = 50' 0 c; LL PLANT SCHEDULE * , �ssAYE,y. %:•*'. DECIDUOUS TREES QTY BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS L01 , 1 • a a 4 37 ACER PLATANOIDES 'CRIMSON KING' 2" CAL. B&B 40'X30' CLASS II %� ••, �/03 9-4 �L�: ' 10 FUTURE PHASE FUTURE PHASE q� CRIMSON KING MAPLE ��L`9NDSCAPti • 44 ACER TRUNCATUM `PACIFIC SUNSET' TM 2" CAL. B&B 30'X25' CLASS II 11 14 s e\ °' PACIFIC SUNSET MAPLE I ro 0D • PI PI PI PI PI/ A + 5 ACER TRUNCATUM X PLATANOIDES 'KEITHSFORM` 2" CAL. B&B 35'X25' CLASS II \ NORWEGIAN SUNSET MAPLE MATCH LINE - SEE SHEET L2.0 ���� .'.` .�. . 01 y.y.y W�.�. .y.y.y W�. .�W . . .W. . . .W. W 12 CARPINUS BETULUS 2" CAL. B&B 30`X20` CLASS II EUROPEAN HORNBEAM w W. GRAND RAPIDS DR., � �' � 5 8"S 8"S 8'� o 8°S 8"S g"S 2 S n'- . . . . . . . .. . . . . . . ..oor000°Oo.. . . Q o �° . . . . .+` W + I.W . •o W wW'o'W" + 59 FRAXINUS PENNSYLVANICA 2" CAL. B&B 35`X25` CLASS II .�. . . . . . — . . . . — —. z 00?0 o W o°°0000° 080 \ GREEN ASH o . s v c i c9•. oo°°, 6'FI 6"PI 6"RIB-�6+PI 6"PI . . . . . . . . vi . . . . . . . . . . . o°. •.W °000 000° N W W W W W W W W W W W. y W W % 29 GLEDITSIA TRIACANTHOS INERMIS 'MORAINE' 2" CAL. B&B 40'X30' CLASS II .• w W` W 9W `W 0.°fO `0,°0oopoo° s \ °0000 000° MORAINE HONEYLOCUST 13 4 1 . . . . . . . .�.�.W.W. . . . . . . . S, 000 a 00w �`.�. . . . . . . . . . . . .... . .. . . . .. . . �8 k 6 PYRUS CALLERYANA `CAPITAL' 2" CAL. B&B 35'X20' CLASS II 23 vl°D 8•w CAPITAL CALLERY PEAR } . N • p ... . . W .y. ... \\8 w EVERGREEN TREES � BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS V) a WN N 22 Z . . . . . . . . . . . . . . •y- w \8 ry w \ 19 PICEA OMORIKA 'BRUNS' 6'-8' B&B 30'X10' CONIFER a � 8s BRUNS SPRUCE • v .W. .y.y.y. • •� \8 BLOCK 3 a 29 �; �W W Ws"PI .s�P i —r_.�•e •W 9 PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' 6'-8' B&B 25'X15' _ l VANDERWOLF'S PYRAMID PINE sPl` a 13 14 6'P/ En 00 SOD SEED � BOTANICAL / COMMON NAME CONT Top 6p/ s W s . .` `Tod• , 4E�* , "'z _ • W 204,960 SF TURF SOD RHIZOMATOUS SOD " �. W � :4 �•; :4 ;- .`. W W RHIZOMATOUS TALL FESCUE $ 6 0 7...;: _ .. . IW O p/ FUTURE PHASE z 16"SD "SD ` 16"S i•��:'.{•��•'.(��:'.{• +•:';ice W u 1. I W O pr .'�' 7,288 SF WASHED TURF GRASS SOD 6„ s � S \�� . Tpp • �j yy�,•��'�����T • W • ♦ ' ' W W P tpp � O. y sA SEE KEY NOTES s CoO S21 `. . . . . . . 5 r W 2 — sA s — \ w 0 00% Is \ " 6 S 0 O 18 BLOCK 3 0 `s' xa 1 1 ` "s A N ° � W . . \ a"s � moo ° 8 z 6"PI W. � S L J EP_�t` ='PI�1 14 °coo 9 4 z � O Ep—EP CEP_ "' O ss . o . ° KEY NOTES (TYPICAL) # —Lz EP EP ► 6„P'I 13 o fob. .:a 14 32 \ \ W: .o �0 0°0° 00• / O Ln TOP �� EP g • " 33 ,.. 8, 13 ��1 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL -ftjTOP ��� _EP Ep EP •oo. 13 W \ o o ° oo TREES WITHIN TURF AREAS. > O z o °o `�° o 00 _ �TOE� ` _ ` —TOp� 'op Ep=E� 6'P 34 \ . d shy W \ 1 ° o ��0 2. 40' CLEAR VISION TRIANGLE, NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION 0 = Q (J Tog—� OP ��_ ep P 6„ \ s 6 Wo• 4r°� 4 000 p� TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY m Q J _ �T�— _ _\TOP_ �=Ep _EP—� 64 1 BLOCK 3 \• W � ° °°o �L f� o°°° W°°0°°0 ° WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. Q � TOE_ T OE` TOP `Ep— EP—EP 6„ 1 \. a s _ TOE — �T` \TOP _��� Ep— —EP ��"p� 36 \ .W . ° W 000 5 °o°°°° °°°�o` 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH W U-7 TOE � EPs I PERMEABLE FABRIC WEED BARRIER. SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR �o�� TOETLE _ ` Top_ _ EP � — P ��L "pI \ , �' re` �� ° / \ TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY GROUND z QEc _0�—ro�,� TOE—TOE `—TOE _ TOp—TOP— EP�'S _EPA `W s„Pi 6 0 0 �o�,goo \ COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED Q U a —TO TOP €p��S \Ep .,� \ BARRIERS ARE PROHIBITED. TOE`EG _ TO` �_ —TOP _ \35 / r50 00000 + �/ \ \ W Q X _TpE`fG _TOE — DOE -FIV ���_ EP 2 :ti��o ° \ 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. 0 N CIS _ TOE E MILE ORE TOP` _ \ ��'` `QJ ° .. /��, �/ z m TOE EG p TOE __� EK \T EP FP 37 \. �l \ 'l L.1� a , _TOE EG ` —TOE TO =—�� _ 0p\ ��Ep s °°°0000 °s°°o0 00� 5. 10 ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10 W TOE— EG �e� E—�_ r�O Top \ \FA� y . \ti O� / .`\ \ CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. 5 o . TOE--EG TOE '�� \T O ` J �' TOE__EG �T�p—e TOE o� oP \ Fo \ °i oo° W \ 6. NOT USED. oTOE _EG \ \` _ \ 3 .o° °00000 3'0• ° W\W W W " \ TOES TOE �� roE _ Top \\ FA 13 .y' W• o �. W- - •W• W 7. GRAVEL SHOULDER AND BORROW DITCH. SEE CIVIL PLANS FOR SHOULDER AND DITCH o _TOE E=EG `TOE_` \�E \\\ Fa 6 0 °°so oo°°° o°0000 °q°` �o W�� DETAIL AND DIMENSIONS. w TOE _EG _T� TOE T° \ o0 00 06°� \C A \ �s- ° 8. NOTE USED. N�N vzw TOE_ EG_ �p_ TOE )° \ FA ° c b)so o°00000 d°o . . . . 1 . 1..1. z TOE EG OP F " } To�EG\To�o$� \\ FA .> W• ° ° W 9. INSTALL WASHED TURF GRASS IN INFILTRATION AREAS OF PONDS. SEE CIVIL PLANS Q ,o0000 °oo Wpm FOR DRAINAGE FACILITY INFORMATION. roE EG \TOP F \ A 0 00 W° �� T° \ T°cam /\ \ 10. NOT USED. 3o OE EG A \ o .0 °s. 3 T T°'O 1 1. PATHWAY. SEE CIVIL PLANS. w Q \ T°A �(/ T°F h\ s /?'�/ 12. NOT USED. z g To \ 110, \ / 13. 6 SOLID WOOD FENCE. REFER L4.0-3. 00 m /� T° 10, X A1' / T°O 14. 5' CLEAR VISION FENCE. REFER L4.0-2. z / g \ ToF \ \ 15. FINAL MITIGATION OF EXISTING TREES TO BE DETERMINED BY CITY ARBORIST, MATHEW oq PERKINS. MITIGATION CALCULATIONS AND REQUIREMENTS SHALL BE PROVIDED ON PLANS o \ °Q / o``\ PRIOR TO FINAL APPROVAL. D \ / z / °F o z LANDSCAPE PLAN g 'o u 0 50 100 150 0 Mir Plan Scale: 1" = 50' V E N G I N E E R I N G 9233 WEST STATE STREET 3 BOISE,IDAHO 83714 W w 0 PHONE(208)639-6939 > kmengllp.com W w DESIGN BY: KAP o DRAWN BY: KAP CHECKED BY: AY U z DATE: SEPTEMBER 2020 W g PROJECT: 20-088 r n i r z SHEET NO. Q Z w Y V IL •••• E OF ID �••,� • AY •. % •• Lt -165 IV DSC Q 0 REMOVE DEAD/ DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; f IMPROPERLY PRUNED TREES p (AS DETERMINED BY THE LANDSCAPE ARCHITECT) 6'-0" 00 O SHALL BE REMOVED AND (2)-BVC WOOD TREE p O O REPLACE. cn STAKES(MIN. 6' HT) O O O TRUNK FLARE. LOCATE PRIOR 0 CHAINLOCK 0000 0 TO PLANTING. FLARE SHALL cn TREE TIES p O l� BE VISIBLE AFTER PLANTING. w 6" MULCH PER PLAN KEEP w MIN 1" 2" AWAY FROM TRUCK 2" METAL (2) 1" STEEL TUBE RAILS MIN. STEP = 2" 3" - 2" STEEL POST FLARE POST CAP 4" APPART (CLEAR) MAX, STEP = 12" FINISH GRADE N 3 3" HT. WATERING BASING 11 11 IFF 11 lk ROOT- o �- BERM BALL - DEPTH — FERTILIZER TABLETS —I I—I I—III I I FOLD BACK BURLAP FROM II II III tl 11 I I t I I t TOP j OF ROOTBALL. t t lI REMOVE WIRE BASKET. _ NOTE: REMOVE TREATED ROOT- BACKFILL SOIL MIX GENTLY o OR SYNTHETIC BURLAP BALL 0 1 COMPLETELY. REMOVE WIDTH PACK BACKFILL USING WATER z TO SETTLE SOIL AROUND ANY SOIL AND/OR ROOTBALL MULCH AWAY FROM 8" MIN PLANTING PIT 8" MIN ROOTBALL ON UNDISTURBED TREE CROWN AFTER PIT SHALL BE A MIN. 2 TIMES WIDER SOIL INSTALLATION. THAN ROOTBALL AT BASE AND A MIN. 3 TIMES WIDER THAN ROOTBALL AT FINISH GRADE. DEPTH SHALL BE NOTES: SAME AS THE ROOTBALL. 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED 1/2 1" SQUARE STEEL —(1) 1" STEEL TUBE STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL RODS 4" APPART (CLEAR) BOTTOM RAIL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. DECIDUOUS TREE PLANTING AND STAKING DETAIL Y-FOOT CLEAR VIEW METAL FENCE NTS 2NTS r-I O z z 0 7'—��" 7'-81" > 0 J 8'-0" 8'-0" - 06 R.S. CEDAR 06 R.S. CEDAR POST ON-CENTER SPACING ® LEVEL PANEL POST ON-CENTER SPACING @ STEPPED PANEL 0 = Q POST 0 CORNERS 1 X6 R.S. CEDAR POST 0 CORNERS co Q AND STREET FACING 1 V R.S. CEDAR 3 4" CHAMFER OVERLAPING PICKETS AND STREET FACING W SECTIONS TYP. 3/4" CHAMFER OVERLAPING PICKETS 3/4" CHAMFERTOP (TYP.) / 1" OVERLAP) SECTIONS (TYP.) 0 POST TYP. (1" OVERLAP) 4X4 R.S. CEDAR ® POST TYP. 4X4 R.S. CEDAR 5-1/2" MIN. STEP EXTEND TOFARE EDGE OF POST O 4X4 R.S. CEDAR 0 � POST (TYP.) (TYP.) POST (TYP.) (TYP.) POST (TYP.) POST (TYP.) (/) 1 ® EACH END L u 1X6 R.S. CEDAR TRIM 2X6 R.S. CEDAR TOP RAIL 2X6 R.S. CEDAR TOP RAIL c�N 12" MAX. STEP - SHORTEN PANEL IF NECESSARY Ln Q CL a NtD 2X6 R.S. CEDAR 70P RAIL 4X4 R.S. CEDAR — 0 3/4" CHAMFER Q a - o g 4X6 R.S. CEDAR - o POST (TYP.) POST (TYP.) L u Q U, ^ CD POST (TYP.) J o = V l m x o , 0 2X6 R.S. CEDAR TOP RAIL ` 0 u 1 a J w z a OO � � r J CD o �I 2X4 R.S. CEDAR MIDDLE RAIL 2X4 R.S. CEDAR MIDDLE RAIL c 2X4 R.S. CEDAR MODLE RAIL w N C� U7 C7 O w p w - o ATTACH PICKETS TO SUPPORT • C -' RAILS WITH 2 16d GALV. o ¢ o i w I i ( ) I � v, 2X4 R.S. CEDAR MIDDLE RAIL I } RING-SHANK NAILS @ TOP, ¢ MIDDLE AND BOTTOM. ' J w J In a w 0 V v Qcr z 1X6 R.S. CEDAR TRIM 2X6 R.S. CEDAR BOTTOM RAIL 2X6 R.S. CEDAR BOTTOM RAIL 2X6 R.S. CEDAR BOTTOM RAIL 5 01FSET OFFSET a ATTACH EACH END OF MIDDLE RAIL WITH (1) ATTACH EACH END OF TOP AND BOTTOM RAIL WITH SLOPE BOTTOM RAIL 2X6 R S. CEDAR BOTTOM RAfL z LATTACH TOP AND BOTTOM r j ,i: 16d GALV. RING-SHANK NAIL AND (1) #10 (2) 16d GALV. RING-SHANK NAILS AND (1) #10 TO MATCH GRADE 5 I TRIM WITH (12) 16d GALV. SCREW - STAINLESS STEEL OR COATED. SCREW - STAINLESS STEEL OR COATED. WITH 3" OFFSET 1X6 R.S. CEDAR - r • ;�.�I o RING-SHANK NAILS. f. _ OVERLAPING PICKETS TOE-NAIL 0 CORNERS WITH (1" OVERLAP) TYPICAL RAIL FASTENERS z a FENCE POST SET ON GRAVEL BED WOODEN FENCE AND SET WITH CONCRETE (TYP.) V r 3NTS z z u u w a u z 5 0 u1cm 0 0 N V E N G I N E E R I N G 0 9233 WEST STATE STREET 3 BOISE, IDAHO 83714 L u w o PHONE(208)639-6939 kmengllp.com L u z DESIGN BY: KAP D u DRAWN BY: KAP CHECKED BY: AY U z DATE: SEPTEMBER 2020 Lu x PROJECT: 20-088 z SHEET NO. Q Z w L4.00 Y LL V j PLAT OF QUARTETNORTH EAST SUBDIVISION No. 1 o 100 zoo 300 ' A PARCEL OF LAND SITUATED IN THE S1/2 OF THE NW1/4 OF SECTION 34, TOWNSHIP 4 Plan Scale: 1" = 100' NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2020 � SHEET INDEX 28 27 FOUND BRASS CAP SHEET 1 - OVERALL SUBDIVISION MAP NW 1/4 CORNER SECTION 34 �33 34 CP&F 2015-079245 SHEET 2 - DETAIL PLAT MAP SHEET 3 - DETAIL PLAT MAP AND LINE/CURVE TABLES ago FOUND ALUMINUM CAP UNPLATTED " " SHEET 4 — CERTIFICATE OF OWNERS AND CURVE TABLES N 1/16 CORNER MARKED PLS 10729 I �2 SECTIONS 33&34 NW 1/16 CORNER SECTION 34 SHEET 5 — CERTIFICATES AND APPROVALS S89'26'06"E 988.18' S89'26'06"E 1659.43' I O 17 11 12 13 14 15 LEGEND FOUND BRASS CAP AS NOTED O 16 18 CURVE TABLE 10 FOUND ALUMINUM CAP AS NOTED ( . CURVE RADIUS LENGTH DELTA CHORD BRG CHORD C1 531.50' 33.19' 3'34'42" S49'14'44"W 33.19' FOUND 5/8" REBAR MARKED "PLS 8575" UNLESS 1 O O W.THORNAPPLE ST. 19 4 NOTED OTHERWISE C; SET 2 1 � 5 8" REBAR WITH PLASTIC CAP MARKED ALB O > 12 SET 1/2" REBAR WITH PLASTIC CAP MARKED BLOCK 1 z n "ALB 12459" UNPLATTED SET BRASS PLUG (WITH MAGNETIC INSERT) MARKED 5 Q 11 O 21 j 0 a� o w Q 0 ALB 12459 m w oc BLOCK 1 W L` u Q A CALCULATED POINT, NOTHING FOUND OR SET C14Ln ^ O Z 10 GO z 22 14 LOT NUMBER z m o W. GRAND RAPIDS DR. O Z SUBDIVISION BOUNDARY LINE z 0 S86'06'43"E I 9O BLOCK 2 O Z> 60.1 4120.00' LOT LINE I Z 23 8O S89'26'06"E9'26'06"E — - — SECTION LINE 5 0 • 120.00' rl89*26'06" S0'27'24"W MOO' ADJACENT PROPERTY LINE a 0 24 26 ROAD CENTERLINE BLOCK 3 O O m 15 25 • i 00.30' • — ——— - —— — EASEMENT LINE Z ACHD EASEMENT (SEE NOTE 19) W.GRAND RAPIDS DR. It 1 w LO O Q w cfl r0 POINT OF IT27 Q O M M BEGINNING I O 8 z � 9 N O p �L 0 28 • N89032'36"W 195.00' MiRMo 0 26 25 23 Z S43'49 09»W w �TF a 24 22 73.70' N O BLOCK 3 29 z • S56'22'28"E I Unplatted ^ 0 70.20' S66'36'46"E N ^ 76.00' a 10 E- M/RMO • S59'3842"E Z O 11 NrE C7 Ug @ 7O • 82.00' 12 O S52'51'13"E pL LAN 0 113,38, 13 14 21 O • 72.00' S��N D s N78.1$'3S„w• BLOCK 3 15 16 BLOCK 4 4 S46'18'04"E oy ����ST N78.22, O 17 O • 76.59 23",,,, 30> � 1s w 3 12 59 04 • 19 20 ""41, 0 S42'32'37"E y s�9T aP��o M -~ o N7g•O5, 30 31 kreOR 2 • 83.00' 9,p OF I I� � 40 yy 326.98., 26.9 O 32 F/VF MILE p — 8� • Ill•72' O 33 0Nsr. No. 107o AIN o --... N72.05'23„W• BLOCK 3 0 DEVELOPER 30S O h UNPLATTED 32) LO N7g•57'O T"yy 204 • 36 �'.� .,S 35 �P, BRIGHTON CORPORATION I - —N73.28'41"W •times. 37 38 0�L ,� � MERIDIAN, IDAHO SURVEY NARRATIVE REFERENCES 126.86',\ �o SAS �� �1•`L� THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. R1. RECORD OF SURVEY No. 12416, RECORDS OF ADA COUNTY, IDAHO. O� �y • G� THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND \ • DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD SURVEY OF R2. RECORD OF. SURVEY No. 11911, RECORDS OF ADA COUNTY, IDAHO. EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS FOUND TO BE IN N46'51'55"W SUBSTANTIAL CONFORMANCE WITH THE REFERENCES LISTED HEREON. ALL R3. RECORD OF SURVEY No. 9423, RECORDS OF ADA COUNTY, IDAHO. 47.53 • S51'02'05"W Y PROPERTY CORNERS WHERE MONUMENTS OF RECORD WERE NOT FOUND 83.04' r WERE SET/RESET AS SHOWN HEREON. R4. RECORD OF SURVEY No. 7917, RECORDS OF ADA COUNTY, IDAHO. E N G I N E E R I N G R5. RECORD OF SURVEY No. 7553, RECORDS OF ADA COUNTY, IDAHO. N38'17'55"W 9233 WEST STATE STREET POINT OF COMMENCEMENT \ BOISE,IDAHO 83714 FOUND BRASS CAP R6. RECORD OF SURVEY No. 220, RECORDS OF ADA COUNTY, IDAHO. 15.92 PHONE(208)639-6939 W 1/4 CORNER SECTION 34 R7. PLAT OF RAPID CREEK SUBDIVISION No. 1, BOOK 118, PAGES kmengllp.com CP&F 2019-055469 33 34 18212-18214, RECORDS. OF ADA COUNTY, IDAHO. FOBN0. 20-088 SHEET 1 OF 5 28 27 PLAT O F FOUND BRASS CAP NORTHEAST u SUBDIVISION Q `, c n' n' / NW F 2 CORNER SECTION 34 QUARTET 1 V O 1 ` 1 i 1 EAST J V D( V I J I O 1 V 1 V o �33 0 34 CP&F 2015079245 i, UNPLATTED UNPLATTED • S89'26'06"E 988.18' 48.00' 25.00 315.18' 145.00' 65.00' 60.00' 60.00' 60.00' 65.00' 145.00' • -t M � 9 _, , � N coO CIO N o) It17 M O N W 41 W W O . O d O d O d p 14- I S89'26'06"E 145.00' _ 11 N N 12 N N 13 N N 14 N N 15 89'26'06"E 145.00' 1 120.00' o z z z - z w b 120.00 j S00'27'24"W 1 O N �+ o I N00'27'24"E 1 00 66.00' `" d N �n n `° N 66.00' O 1 co O 10' (SEE `n o ao N Lo I 18 O (° NOTE 7) I 10 C1 -60.00' - - 60.00_ - 60.00' - O C lg 6 16 NO 7) co _ _ _ _ NOTE 7 cO ` 8 _ 1 rn S89'26'06"E I �,� S o �' c O ( N89'26'06"W N 120.00' 120.00' I N N S89'26'06"E 200_00' co Iq wO OU/ °` ��- W.THORNAPPLE ST.M M to r, co Oo / C73 - - - 200 - - 1 - - - C74 1 Z S89'26'06"E S89'26'06"E 117.30' S89'26'06"E 117.34' N89'26'06"W to 120.00 I I C72 o C75 I • I C22 120.07' t '� o I 0) 12 r` 6 O ACHD PERMANENT � I O i ^ o CO 6I I co 20 0 in EASEMENT (SEE co co ui m N LO O i NOTE 14) BLOCK 1 I Qto 1 S89'26'06"E S89'26'06"E ( 1 `V L p S89'32'36"E 120.00' <C I N89'26'06"W 120.00' N p I I 120.00 120.00' I o g z w O a ' ui 1 NOTE(SEE 14) < N I o 11 0 0 0l 1.50` (SEE N g ( N o0 0� O wN coy O o co O o� (o NOTE 14) p i� 5 u of I 21 o Z i i to SEE NOTE 19 to z c°i Z z S89'26'06"E S89'26'06"E I BLOCK 1 N89'32'36"W 140.59' `,n° N89*32'36"W S89'32'36"E 0 120.00' 120.00' I I N89'26'06"W tQ-1' 145 59 140.59' I o 0 oM - - - - - -•_'- - -- - C13 w 120.00 13.97' �roi o0 00 0l I 120.00' Z co eF b -- -�` j 3 N o • 10 co co 4O of I m` o - - --z•�- C C O OO N to Lq to ( W l W. 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K) a I NNM I 0o 2 m • - - z 26o6E SSs26o6E w !� S89'32'36"E 220.15' 122.52' 120.00' o0 N89°26' 06 "WN o c o 120.00'\o o m f 152.1 � Z Z2 0• $1 10Z L23 L24 Oo, S89'26'06"E S89'26'06"EN _ C6S 2 0 oO 144.08' 120.00' z O r� I 8 SEE NOTE 19 \ 1� L3 '� o• �'� o I � I y C'6 \ s ��S• a 0 01 30.00 130.00 N89'26'o6"W fro• �"� S3. \ `S3• co O / O 6 0 120.00' • V-3 � O 6p SOS.\ G,4, 031 �' r- olls., SEE NOTE 19 BLOCK 2 coI I- 3 i s q�O,Q N► O I G s A •29 N89'26 06"W- O 24 -c� o '9A��s •R2, >> 120.00� 1� O o d r7 ^�°' �G 60 \ O • 3OR o.52' cn N �I �� BLOCK 3 4O oo, �Rs\\ C68 7 j ( I S89'26'06"E 120.00' 1 NI �� 6750' C53 A?, \ 128.94' �� 25 �2333y I 6w ^ uj hry�^0 ?638� \\ 66 0 �. - - - -- 210.00' Q ACHD PERMANENT C� "� "� C EASEMENT (SEE \ O ,y> 6� C67 •'` ---.�.__ _ - S89'26'06_'E ro • - S89'26'06"E _ ) \ C7 • U) _N NOTE 14 7 / _ 3 C55 .o°`��o c62 n�o 174.00 tq W GRAND RAPIDS DR. 300.00 z w o O �I R_54.3 ' • C56 ^� a 1 - W z SEE NOTE 19 c�' �� '�� �01 / G/ C36 - -- - - - - 429.06 N (n N89'32'36"WT a- co O co N g - - - - -- - - - - - - - -- -- Z ,M 123.98' ?oSo3, c BLOCK 3 o'� o / /� I jj/ cS r�, w 0 48.00' 147.00' o 49 S89'32'36"E 195.00' C4s ;S �1!�• •cse /� a //o ^� POINT OF BEGINNING �\ 7�'7Iij0\ 0 w \ NrF� \ CS8 N 630.0p, 30 / o T 0 60 120 180 I er N m 7.83 C �,`L •00 (rj o 9 04�\ �� o Plan Scale: V= 60' < t� I _ N � 0 _ I� ` to o �0 � 11 1 z 0 � s\ o S77'2, 2S..E U N P LATTE D co K �� � 0 64.80 • MIRMO 1 N OS w C4� _ M NTFCT oNpL LAND r� w o [� 5 -\ T G � s M 4O � _ o N Nag. N 10 2° o` ss o r� ��` N 62 5�35"W cu d a om 4g' N 11 12459 2 1Bos o o z z °� 13 ti 9,� N OF I I S78.15'3.5 S78 6.3 z 4 ^� Z 5. -5 z 0 "� ENG I 'N E E R I N G e r, , 8 i 66 3.3 00' 9233 WEST STATE STREET 1 66•00' DEVELOPER BOISE,IDAHO 83714 POINT OF COMMENCEMENT �` FIVE MILE pRAjN 66.00, PHONE(208)639-6939 FOUND BRASS CAP S78•'�2,23 8 BRI`GHTON CORPORATION kmenglip.com W 1/4 CORNER SECTION 34 �''�� E .307. MERIDIAN, ID CP&F 2019055469 04' 33 34 FBO. 20-088 SHEET 2 OF 5 UNPLATTED S86.06'43"E PLAT OF 6 QUARTET NORTHEAST SUBDIVISION NO. 1 S89'26'06"E 120.00' Li • -- - _ _ • • S89'26'06"E 120.00' > -` 30.05' 30.05'• _ _ _ _ _ _ • ; 0 60 120 180 $ 5' (SEE - - 1 I 5' (SEE - - -" Plan Scale: 1 = 60 Q SEE SHEET 2 N 0 NOTES 8&9) 01 UNPLATTED N r �I �"00 NOTES 8&9) p N z Zo 26 0+ N I 10 C6 N Z S89'26'06"E 120.00' S89'26'06"E 120.00' I N o I -- 120.0o S89 26 06 E O Co • • LINE TABLE LINE TABLE SEE SHEET 2 �� - - - - - - - - - 25 - - - - - - �� ss9.2s'o6"E 100.30' Z 210.00' 1 LINE BEARING DISTANCE LINE BEARING DISTANCE `t L1 NO°27'24"E 15.00 L16 N79'57'01"W 24.87 6"E S89'26'06"E 19 I • S89'26'0 C7 • - - W.GRAND RAPIDS DR.• - - - - I co tl „ 174.00' 0 300.00' • I M L2 NO'27 24 E 16.34 L17 N49'21 01 E 23.74 �? r- G-51 '� 429.06' Li_ _ _ _ _ L3 N81'54'57"E 21.21 L18 S44'29'21"E 21.23 / C36 S89'26' 444 - - - - - - - - - - - - - - - - - - - -27 - - - - - - - - - - - h� I O C3 L4 S50'O1'15"E 23.71 L19 N54'55'34"E 15.13 .09° rM L5 N50'01'15"W 15.93 L20 S31'41'35"E 20.94 8 24 IT I 27 �1g .76' 61.71' 61.71' 103.91' 72.00' 120.00' 130.00' 130.00' 1 o Q I L6 N49'32'32"E 18.45 L21 N47'00'09"W 22.72 CO 0 0 01 ? 1.50' (SEE z �ol o ,y> N 28 �� Q NOTE 14) L7 N49'32'32"E 25.86 L22 N47'00'09"W 27.82 Lu ® L8 N44'29'21"W 21.23 L23 N89'32'36"W 32.80 V v 26 v co Co N "� '� I 3 N �� • 2 I N 25 d- v r� 0) o �' 120.00' �' a^o ,,<v v O o N ^ry N 0 Z (N ,\O L9 S45°30'39 W 21.19 L24 N89'32 36 W 17.00 S89'26'06"E 30 N = +4 �0 ae BLOCK 3 ( `� It L10 S39'52'08"E 23.18 L25 S26°47'06"E 15.13 i cV � N 0 O 01 0 `v z D� L11 N8T35'10"W 28.31 L26 N58'18'25"E 21.50 �0 p__ � 0 29 0 N I N87'38'02"W 20 `� ~ 6.02 i \ c o CD I 77.94' N7g•5326 p0, • NS6• L12 S4'11'32"W 28.77 L27 N10'04'16°'W 21.26 • 60 02, / �R� SEE NOTE 19 �2 2 ® 46.13• 113.69, 120.00' I 1 9;" W ,0 2�8., L13 S61'37'50"E 26.52 L28 S53'05'03"E 30.91 I 2 , �� S89°26'06"E 233.69' �° O L14 S74'14'52"E 60.00 L29 N45'30'39"E 21.19 �'"'eS772725,, Q�� I I • S6 6' 242 42� N69'06'05"E j I N o 6-°; 4 „ L15 S79'56'52"E 41,17 O 66.01,` 6° MIRII�jONT "�d�4.15 • _G O I N O M LO � 6 F ` 66� � FCl: 0' 8 `DI I � � ^ � O co N • SS9• 01 1 _ I z ^ o O o 38 UNPLATTED N 66 0 j'/ ` _ /.j N78•15'35"w • L10 �v N h 820og2,�, v oNs to W! 66.0 j � l 21 59.01• 95.62V w ^ 14 o :w Cq4 \ 66.00, 25.00, 36.62, 23.86' `wry O p ,h^ • SS?• Z ^ v xi `o ,,, S78'1 rr �. p 3 �C23 BLOCK 4 ^ S BLOCK 3 15 N o o ti cu �, _5 35'E A 511'� ZC1 <'NV r�G iu �,�� \ S80'1 i Q �C?S o�� o° • SS! 8 66.0o' 2 d 18 o N 6'33\` o _� (,v \ �ry ry� 6'• 66.00' z N 19 w ss.0055,'` ,s ,�o�, _N 0 66.00, oN 0 o \ IN 66.00, Y N 0 , -w N TFOR �26 po� ^�" °S`9' F• N42'32'37"W N N N Lo to _ O S79.0S,4p„� ss.00' Z F Z z N 31 ,°' ,�,� C31\�\ Cs \\2, �� O o00 000/ 83.00 326•9g'_' _�_ • O °` N zOrn �66.o V v- � 4jN z 4 � s s" S7 • E N O N d h O `30\ � 0 0/ 7 66 0p• z BLOCK 3 ;_" so- �' FlVF MILE pR 7 °s'23"E > 1 1.72,S•8 7 5 35"E s� 62.31' Z • A!N 8 i s a3 ,h i0 L 11 / 5 E 66.04' / N79•57,0' „w N79'57'01,, L16 Z`� 36 �,� �°' � ACHD PERMANENT 204., • L15 29� ti r� �j EASEMENT PER INST. 1 a \ •fir,• '10� ��� \\ No. 202 - _ tK 637 ' CURVE TABLE CURVE TABLE CURVE TABLE `"�-- �ss�. ��y , O/ ��` . o / CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD s`moo SSA,S9�g, ap1� �g j, 0� G� • , \ / C1 531.50' 33.19' 3'34'42' S49'14 44I,W 33.19' C21 80.00' 53.79' 38'31,35It N21'11'40' 1 W 52.791 C41 54.331 30.39> 32'03f 15It N47'29,33H W 30.00, O• C2 250.00' 159.08' 36'27'33" S71118'50"E 156.41' C22 80.00' 3.33' 2'23'17" NO'44'15"W 3.33' C42 54.33' 53.85' 56'47'09" N3'04'22"W 51.67' 'st0, • 1Gti 4k • �JFF, 1 f " I " f > > 1 " 1 " , C3 150.00' 95.45 36'27 33 N18'41 10 E 93.85 C23 530.00 34.14 3'41 25 N78'20 58 W 34.13 C43 54.33' 25.30' 26'40°51" N3839'38"E 25.07' 66'' •��,� � UNPLATTED C4 50.00' 78.63' 90'06'30" N45'30'39"E 70.78' C24 530.00' 60.03' 6'29'23" N73'15'34"W 60.00' C44 54.33' 47.93' 50'32'32" N77'16'20"E 46.39' CURVE TABLE • `��s ��� ��jo c,`�\4��1STANp C5 50.00' 78.45' 89'53'30" S44'29'21"E 70.64' C25 530.00' 66.04' 7'08'22" N66'26'41"W 66.00' C45 430.00' 52.15' 6'56'57" S73'58'56"E 52.12' CURVE RADIUS LENGTH DELTA CHORD BRG CHORD s• o � � C6 300.00' 119.62' 22'50'43" S64'30'25"E 118.83' C26 530.00' 66.04' 7'08'22" N59'18'19"W 66.00' C46 430.00' 67.61' 9'00'31" S66'00'12"E 67.54' C61 331.50' 87.75' 15'09'59" S60'40'03"E 87.49' a' 12459 C7 300.00' 70.71' 13'30'20" S82'40'56"E 70.55' C27 530.00' 56.03' 6'03'24" N52'42'25"W 56.00' C47 430.00' 63,15' 8'24'54" S57'17'30"E 63.10' C62 346.50' 51.55' 8'31'26" S62'33'07"E 51.50' S46'51' 5"E `oA �o C8 50.00' 70.38' 80'39'04" S39'52'08"E 64.71' C28 530.00' 61.69' 6'40'09" N46'20'39'W 61.66' C48 15.00' 12.97' 49'31'43" N77'50'54"W 12.57' C63 346.50' 31.48' 5'12'20" S55'41'1YE 31.47' 47.53' \ 9q,PTF OF �OQPQ`O C9 500.00' 327.64' 37'32'41" S61'25'20"E 321.81' C29 470.00' 80.10' 9'45'51" S47'57'04"E 80.00' C49 54.33' 39.25' 41'23'44" S81'54'54"E 38.40' C64 203.50' 13.96' 3'55'47" N55'02'57"W 13.95' C,ON C10 500.00' 31.23' 3'34'42" S49'14'44"W 31.22' C30 470.00' 88.07' 10.44" 0" S58'12'05"E 87.94' C50 54.33' 33.75' 35'35'43" S43'25'10"E 33.21' C65 203.50' 115.54' 32'31'46" N73'16'43"W 113.99' 1 •�� C11 400.00' 170.15' 24'22'21" S65'16'14"E 168.87' C31 470.00' 85.08' 10*22'17" S68'45'18"E 84.96' C51. 54.33' 51.68' 54'29'48" S1'37'35"W 49.75' C66 218.50' 139.04' 36'27'33" N71118'50"W 136.70' C12 20.00' 31.42' 90'00'00" S44'32'36"E 28.28' C32 470.00' 51.30' 6'15'14" S77'04'03"E 51.28' C52 54.33' 40.96' 43" 1'58" S50'28'29"W 40.00' C67 20.00' 31.42' 90'00'00" S45'27'24"W 28.28' f , • f „ • ) M 1 1 , • ,. " • t.. " 1 ) f • t „ • 1 " > 1 f • 1 " • , " a C13 281 27.49 5 42 _: :N86 44 5 W 27.48 C33 80.00 55.22 3 2 42 S60.25 20 E 54.13. G53 54. 3 40.96 43 11 5 N86 19 33:W.. 40 00 G:68 268.50 153.96 32 51 17 S73 00 28 E 1.5.1.:86 5 3 4 9.3 .. .. 13 . ..., I C14 281.56' 151.64' 30'51'51" N68'30'59"W 149.81' C34 1 80.00' 30.18' 1 21'36'50" S29'50'34"E 30.00' C54 54.33' 58.00' 61'10'13" N34'08'27"W 55.29' C69 180.00' 20.35' 6'28'44" N33'40'35"E 20.34' ( rs C15 120.00' 76.36' 36'27'33" N18'41'10"E 75.08' C35 80.00' 27.22' 19'29'33" S9'17'23"E 27.09' C55 15.00' 8.84' 33'45'55" S20'26'18"E 8.71' C70 180.00' 64.06' 20'23'25" N20'14'30"E 63.72' INS , ' C16 80.00' 55.18' 39'31'22" S20'13'04"W 54.10' C36 331.50' 33.71' 5'49'36" S86'31'18"E 33.70' C56 15.00' 4.13' 15'45'48" S45'12'09"E 4.11' C71 180.00' 30.13' 9'35'24" N5'15'05"E 30.09' DEVELOPER E 'N G 1 N E E R I 'N G C17 80.00' 25.43' 18'12'36" S49'05'03"W 25.32' C37 16.50' 23.71' 82'19'16" S55'13'52"W 21.72' C57 370.00' 17.80' 2'45'21" S54'27'44"E 17.80' C72 20.00' 10.51' 30'06'30" S15*30'39"W 10.39' 9233ESSTTE37REET#U r , O84 C18 80.00' 45.21' 32'22'33" S7422'37"W 44.61' C38 346.50' 26.55' 4'23'23" S87'14'25"E 26.54' C58 370.00' 84.70' 13'07'00" S62°23'55"E 84.52' C73 20.00' 20.94' 60'00'00" S60'33'54"W 20.00' PHONE(208)639-6939 MERIDIAN, ID kmengl{p.com C19 80.00' 42.96' 30'46'03" N74'03'05"W 42.45' C39 16.50' 20.67' 71'45'35" N66'39'48"E 19.34' C59 370.00' 54.89' 8'30'00" S73'12'25"E 54.84' C74 20.00' 20.94' 60'00'00" N59'26'06"W 20.00' C20 80.00' 25.43 18-12'36" N49'33'46"W 25.32' C40 54.33' 81.26' 85'41'49" S73'37'55"W 73.90' C60 16.50' 23.71' 82'19'16" N27'05'24"W 21.72' C75 20.00' 10.43' 29'53'30" N14-29'21"W 10.32' [JOB N0. 20-088 SHEET 3 OF 5 i PLAT OF i QUARTET NORTHEAST SUBDIVISION No. 1 i i i CERTIFICATE OF OWNERS NOTES KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE DESCRIBED. CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 4 NORTH, 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE RESUBDIVISION. COMMENCING AT A FOUND BRASS CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 34, WHICH BEARS N00'27'24"E A 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO DISTANCE OF 2,631.60 FEET FROM AN ALUMINUM CAP MARKING THE WEST 1/4 CORNER OF SAID SECTION 34, THENCE FOLLOWING CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER THE WESTERLY LINE OF SAID NORTHWEST 1/4 OF SECTION 34, S00'27'24"W A DISTANCE OF 1,315.80 FEET TO A SET 5/8—INCH RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. REBAR MARKING THE NORTH 1/16 CORNER OF SAID SECTION 34 AND SECTION 33 AND BEING THE POINT OF BEGINNING. 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR THENCE LEAVING SAID WESTERLY LINE AND FOLLOWING THE NORTHERLY LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SECTION 34, S89'26'06"E A DISTANCE OF 988.18 FEET TO A SET 5/8—INCH REBAR; SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE THENCE LEAVING SAID NORTHERLY LINE, S00'27'24"W A DISTANCE OF 460.52 FEET TO A SET 5/8—INCH REBAR; (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN j THENCE S89'26'06"E A DISTANCE OF 120.00 FEET TO A SET 5/8—INCH REBAR; OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE THENCE S86'06'43"E A DISTANCE OF 60.11 FEET TO A SET REBAR;5/8—INCH RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, / AGRICULTURAL FACILITY OR EXPANSION THEREOF". j THENCE S89'26'06"E A DISTANCE OF 120.00 FEET TO A SET 5/8—INCH REBAR; THENCE SOO'27'24"W A DISTANCE OF 66.00 FEET TO A SET 5/8—INCH REBAR; 5. LOTS 1, 3 AND 25, BLOCK 1, LOTS 1 AND 7, BLOCK 2, LOTS 8, 27, 35 AND 38, BLOCK 3 AND LOTS THENCE S89'26'06"E A DISTANCE OF 100.30 FEET TO A SET 5/8—INCH REBAR; 1 AND 9, BLOCK 4 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE QUARTET THENCE S00'33'54"W A DISTANCE OF 136.64 FEET TO A SET 5/8—INCH REBAR; OWNERS ASSOCIATION, INC., OR ASSIGNS. THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS THENCE S43'49'09"W A DISTANCE OF 73.70 FEET TO A SET 5/8—INCH REBAR; FOR PUBLIC UTILITIES AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. THENCE S56'22'28"E A DISTANCE OF 70.20 FEET TO A SET 5/8—INCH REBAR; 6. LOTS 10 AND 16, BLOCK 1 AND LOT 21, BLOCK 3 ARE SUBJECT TO A BLANKET EASEMENT FOR THENCE S66'36'46"E A DISTANCE OF 76.00 FEET TO A SET 5/8—INCH REBAR; COMMON DRIVES TO PROVIDE ACCESS FOR LOTS 8 AND 9, BLOCK 1, LOTS 17 AND 18, BLOCK 1 AND THENCE S59'38'42"E A DISTANCE OF 82.00 FEET TO A SET 5/8—INCH REBAR; LOTS 19 AND 20, BLOCK 3, RESPECTIVELY. SAID LOTS 10 AND 16, BLOCK 1 AND LOT 21, BLOCK 3 THENCE S52'51'13"E A DISTANCE OF 72.00 FEET TO A SET 5/8—INCH REBAR; SHALL BE OWNED BY THE QUARTET OWNERS ASSOCIATION, INC., OR ASSIGNS, AND THE OWNERS OF THE THENCE S46'18'04"E A DISTANCE OF 76.59 FEET TO A SET 5/8—INCH REBAR; LOTS THAT BENEFIT FROM THE COMMON DRIVES SHALL MAINTAIN, REPAIR AND/OR REPLACE SAID 8—INCH REBAR; COMMON DRIVES AT THEIR OWN COST AND EXPENSE. SAID LOTS 10 AND 16, BLOCK 1 AND LOT 21, THENCE S42'32'37"E A DISTANCE OF 83.00 FEET TO A SET 5 / BLOCK 3 ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES AND HOMEOWNER'S ASSOCIATION THENCE S47'27'23"W A DISTANCE OF 181.85 FEET TO A SET 5/8—INCH REBAR; PRESSURIZED IRRIGATION. THENCE 33.19 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 531.50 FEET, A j DELTA ANGLE OF 03'34'42", A CHORD BEARING OF S49'14'44"W AND A CHORD DISTANCE OF 33.19 FEET TO A SET 5/8—INCH 7. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS—OF—WAY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR REBAR; PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION THENCE S51'02'05"W A DISTANCE OF 83.04 FEET TO A SET 5/8—INCH REBAR; AND LOT DRAINAGE. THENCE N38'17'55"W A DISTANCE OF 15.92 FEET TO A SET 5/8—INCH REBAR; 8. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL THENCE N46'51'55"W A DISTANCE OF 154.93 FEET TO A SET 5/8—INCH REBAR; REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S THENCE N73'28'41"W A DISTANCE OF 126.86 FEET TO A SET 5/8—INCH REBAR; ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. THENCE N79'57'01"W A DISTANCE OF 204.51 FEET TO A SET 5/8—INCH REBAR; THENCE N77'05'23"W A DISTANCE OF 111.72 FEET TO A SET 5/8—INCH REBAR; 9. ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC UTILITIES, THENCE N79'05'40"W A DISTANCE OF 326.98 FEET TO A SET 5/8—INCH REBAR; HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. THENCE N78'22'23"W A DISTANCE OF 307.04 FEET TO A SET 5/8—INCH REBAR; 10. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THENCE N78'15'35"W A DISTANCE OF 113.38 FEET TO A FOUND 5/8—INCH REBAR; THE CITY OF MERIDIAN. THENCE NOO'27'24"E A DISTANCE OF 170.44 FEET TO A FOUND 5/8—INCH REBAR; THENCE N89'32'36"W A DISTANCE OF 195.00 FEET TO A POINT ON THE WESTERLY LINE OF SAID NORTHWEST 1/4 OF SECTION 34; 11. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM THENCE FOLLOWING SAID WESTERLY LINE, NOO'27'24"E A DISTANCE OF 664.43 FEET TO THE POINT OF BEGINNING. APPROVED IN SANITARY RESTRICTION RELEASE. SAID PARCEL CONTAINS A TOTAL OF 26.401 ACRES, MORE OR LESS. 12. REFERENCE IS MADE TO PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS PLAT 13. THIS PLAT IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT No. ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC 202e--_ , RECORDS OF ADA COUNTY, IDAHO. UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. 14. ACHD PUBLIC RIGHT-OF—WAY EASEMENT (SIDEWALK) PER INSTRUMENT No. 202_— __, RECORDS THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS SHOWN ON THIS PLAT. ALL LOTS OF ADA COUNTY, IDAHO. WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE 15. THIS PLAT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR ALL OF THESE LOTS. RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. - i 16. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12—INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 17. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. JONATHAN D. WARDLE, PRESIDENT BRIGHTON DEVELOPMENT, INC. 18. DIRECT LOT OR PARCEL ACCESS TO N. BLACK CAT RD. AND W. GRAND RAPIDS DR. IS PROHIBITED. BRIGHT 19. ALL OF LOT 7, BLOCK 2 AND A PORTION OF LOTS 2-5, BLOCK 1, LOTS 6 AND 8, BLOCK 2, AND LOTS 6-8, BLOCK 3 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT No. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE ACKNOWLEDGMENT DEDICATED TO ACHD PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT IS FOR STATE OF IDAHO) THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. ) SS - ADA COUNTY )))) i THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2020, BY JONATHAN D. WARDLE, AS PRESIDENT OF BRIGHTON DEVELOPMENT, INC. CERTIFICATE OF SURVEYOR I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF QUARTET NORTHEAST SUBDIVISION No. 1 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE SIGNATURE OF NOTARY PUBLIC ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. MY COMMISSION EXPIRES � GL LANQ G AARON L. BALLARD, P.L.S. 12459 a 12459 9T P f EE^ R1 E1N N `+, Q p u (D�EV�'E`LO�ERD (� B R I G HTO 1 V 1►.0 r O`IIATm 92B0 SE,IDAHO 83714� PHONE(208)639-6939' MERIDIAN, ID kmengllp.com JOB NO. 20-088 SHEET 4.OF 5 ; PLAT OF QUARTET NORTHEAST SUBDIVISION No. 1 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT HEALTH CERTIFICATE. , THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN DISTRICT COMMISSIONERS ON THE DAY OF 20 SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. PRESIDENT ADA COUNTY HIGHWAY DISTRICT HEALTH OFFICER DATE APPROVAL OF MERIDIAN CITY ENGINEER EER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF ADA COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. i CITY ENGINEER I COUNTY TREASURER DATE: APPROVAL OF MERIDIAN CITY i, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF A.D. 20— THIS PLAT WAS DULY ACCEPTED AND APPROVED. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO ) - SS ADA COUNTY )) MERIDIAN CITY CLERK I HEREBY CERTIFY THAT THIS PLAT OF QUARTET NORTHEAST SUBDIVISION No. 1 WAS FILED j AT THE REQUEST OF AT MINUTES PAST O'CLOCK M., THIS _DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS CERTIFICATE OF COUNTY SURVEYOR BOOK of PLATS AT PAGES THRU I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF INSTRUMENT NUMBER IDAHO CODE RELATING TO PLATS AND SURVEYS. DEPUTY EX—OFFICIO RECORDER ADA COUNTY SURVEYOR DATE FEE: \ONp1. LANp 12459 tp �o 9q 9rF OF �I DEVELOPER E N G I N E E R I N G BRIG�HTO'N CO,RPORATIOWN 92BaS Io STATE STREET PHONE(208)639-6939 MERIDIAN, ID kmengllp.com FOB NO. 20-088 SHEET 5 OF 5