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HomeMy WebLinkAboutConstruction Drawings AHLOUIST. 1144 S. SILVERSTONE WAY SUITE 500 MERIDIAN, ID 83642-7381 SITE DEVELOPMENT PLANS FOR COPYRIGHT© 2024 DISTRICT T N MIL SU DIVISION LOCATED IN Kimley ))) Horn S . TEN MILE RD AND W . COBALT DR 1100 West Idaho St.,Suite 210 Boise, ID 83702 1 Tel. No. (208)845-0089 MERIDIAN , ID 83642 GENERAL NOTES CONSULTANT ® @� 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF SITE IMPROVEMENTS SHALL MEET OR EXCEED THE ==MM4W PINE AVE STANDARDS AND SPECIFICATIONS SET FORTH BY THE CITY OF MERIDIAN AND APPLICABLE STATE AND FEDERAL IS CONFLICTAND THES BENCHMARK STANDARDS,ST E WHERE HIGHERTHERE STANDARDTSHALLTAPPLY. ALLSWORK WITHSN PUBLICTIR 0 W.00RAEASEMENITS APPLICABLE Qc�o� \� A EN F NWS wolf 3j SHALL BE INSPECTED AND APPROVED BY THE THE CITY OF MERIDIAN PUBLIC WORKS INSPECTOR AND WITH THE ALL ELEVATIONS SHOWN BELOW ARE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). DEPARTMENT OF TRANSPORTATION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE 19524 BM#1 PROVIDED BY ENGINEER OF RECORD. 04/10/2025 NORTHING:704949.463 S�9 EASTING:2443753.577 y �®\ , [M U 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, tiF TE OF ELEVATION:2576.902 FRANKLIN RD AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE PATRI0K DESCRIPTION:%"W/CAP ® IMMij POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING 9 EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BM#2 NORTHING:704514.044 PROJECT BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION, ® STAMP EASTI N G:2442592.308 THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS ESPECIALLY AT THE CONNECTION ELEVATION:2564.582 LOCATION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO No. Description Date DESCRIPTION:%"W/CAP RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. BM#3 NORTHING:704531.477 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE EASTING:2441270.993 w AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF MERIDIAN PUBLIC WORKS INSPECTOR AT LEAST 48 ELEVATION:2563.844 J HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL DESCRIPTION:%"BAR :2 ® PUBLIC IMPROVEMENTS. p z o o ® 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF MERIDIAN AND ALL UTILITY ~a COMPANIES INVOLVED WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING SITE INFORMATION w CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM z DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY Q I-84 J ANY DISRUPTION OF ANY UTILITY SERVICE. TOTAL SITE AREA 33.99 ACRES J m I-84 � SITE ZONING C-C / 5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE J� APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS #OF PROPOSED LOTS 17 � NEEDED FOR THE JOB, ON-SITE AT ALL TIMES. W OVERLAND RD 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. w J L4 I :1 7. IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS CO N SJ LTAN TS jam SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED Lli ® IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. PROPERTY OWNER: CIVIL ENGINEER: GEOTECH ENGINEER MDBg 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, HOTEL-SLC, LLC. KIMLEY-HORN ATLAS TECHNICAL CONSULTANTS, O � ® UNLESS SPECIFICALLY STATED OTHERWISE. 16155 N HIGH DESERT ST 1100 W. IDAHO STREET, SUITE 210 LLC NAMPA, ID 83687 BOISE, ID 83702 2791 SOUTH VICTORY VIEW WAY 9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE M.U.T.C.D. TO THE Project Number N/A CONTACT: MICHAEL O'REILLY, P.E. BOISE, ID 83709 ® � APPROPRIATE RIGHT-OF-WAY AUTHORITY (CITY, COUNTY, OR STATE) FOR APPROVAL, PRIOR TO ANY DEVELOPER: PHONE: (208) 845-0089 CONTACT: MAX KASBERGER, PE CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE Date 7/18/2025 AHLQUIST PHONE: (208) 376-4748 RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE SURVEYOR: CONSTRUCTION ACTIVITIES. #500 KIMLEY-HORN MERIDIAN, ID 83642 1100 W. IDAHO STREET, SUITE 210 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION CONTACT:RYAN CUTLER BOISE, ID 83702 VICINITY MAP OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, O CONTACT: BRAD DALEY, P.L.S. IV O RTH CONSTRUCTED, REMOVED AND RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. _ PHONE: (208) 296-5401 NOT TO SCALE SHEET INDEX 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. U) AGENCY CONTACTS 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD Co.00 COVER SHEET DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF MERIDIAN PUBLIC WORKS U PLANNING : FIRE DEPARTMENT: ELECTRIC: STORM DRAIN- Co.10 GENERAL NOTES INSPECTOR AT ALL TIMES. AS-BUILT INFORMATION TO BE GIVEN TO ENGINEER UPON PROJECT COMPLETION. CITY OF MERIDIAN MERIDIAN FIRE DEPARTMENT IDAHO POWER ADA COUNTY HIGHWAY Q a CONTACT:LINDA RITTER CONTACT:JOHN OVERTON CONTACT:ETHAN MORGAN DISTRICT Co.20 EXISTING SURVEY(FOR REFERENCE ONLY) 13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT PHONE: (208)489-0579 PHONE: (208) 888-1234 PHONE: (208) 388-2356 CONTACT:SAM STANDAL c2.00 EROSION CONTROL PLAN DIMENSIONS ARE NOT SHOWN, CONTACT THE CONSULTANT ENGINEER FOR CLARIFICATION, AND ANNOTATE THE PHONE: (208) 387-6100 DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 00 C2.10 EROSION CONTROL DETAILS ENGINEERING: GAS SERVICE: TELEPHONE: 14. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE LIMITS OF CONSTRUCTION, PRIOR CITY OF MERIDIAN INTERMOUNTAIN GAS CAMBRIDGE TELEPHONE CABLE: C3.00 OVERALL GRADING PLAN TO ANY OTHER GROUND-DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN Y CONTACT: STEVE O'BRIEN COMPANY CONTACT:DAN MORRIS SPARKLIGHT PHONE: (208)489-0311 CONTACT:BRYCE OSTLER PHONE: (208) 257-8240 CONTACT:TERRY ALSUP C4.00 ROADWAY PLAN&PROFILE GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH PHONE: (208) 377-6812 PHONE: (208)455-5548 C4.10 ROADWAY PLAN&PROFILE HARD SURFACE OR LANDSCAPING. c5.00 UTILITY PLAN 15. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UJ N UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO C5.10 UTILITY PLAN INSTALLATION OF WATER LINES AND DRY UTILITIES. J N O c5.20 UTILITY PLAN 16. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR C5.30 UTILITY PLAN RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 7: 00 P.M. EVERYDAY c6.00 GRAVITY IRRIGATION PLAN AND PROFILE UNLESS OTHERWISE APPROVED BY THE CITY. Y C7.00 PRESSURE IRRIGATION PLAN 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS CONSISTENT WITH THE C8.00 DETAILS CONTRACTOR'S SCHEDULE FOR THIS PROJECT, WHETHER SHOWN OR NOT SHOWN AS IT RELATES TO THE UJ CONSTRUCTION ACTIVITIES CONTEMPLATED IN THESE PLANS. o 18. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY POWER, TELEPHONE AND WATER TO THE ` SITE, PAYING ALL FEES EXCLUDING TAP FEES AND SYSTEM DEVELOPMENT FEES. 19. CONTRACTOR TO MAINTAIN ALL SHRUB AND GROUND COVER AREAS FREE FROM WEEDS AND UNDESIRABLE VEGETATION THROUGH MAINTENANCE PERIOD. U U fmy L V w O O 6 O C � k 3 O N 3 x @ O 3 d n N @ 'O 3 L U 3 0 _m U O @ O V> U Q O J O O_ UJ - z w V U O a UJ z w > 7 CITY OF MERIDIAN °a STAN DARD$ UJ w SPECI FICATIO N $ AND In UJ � m s Z L DRAWINGS w � O Q 2 a Q a N m O n SHEET TITLE C U Q N o M M J L N U s o _I u N O o m 3 Y CAUTION: NOTICE TO CONTRACTOR • 3 I. U a? � 0 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING p d F UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES cn 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION AGENCY APPROVALS SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knmwhaftbelow UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call wow you dig CITY OF MERIDIAN GENERAL CONSTRUCTION NOTES ENGINEERS GRADING NOTES AHLOUIST. 1144 S. SILVERSTONE WAY SUITE 500 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 1. CONTOURS ON SIDEWALKS AND PRIVATE/PUBLIC ROADWAYS ARE TO FINISH GRADE. MERIDIAN, ID 83642-7381 PUBLIC WORKS CONSTRUCTION(ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY 2. FOR GROUND TREATMENT OF ALL OPEN AREAS WITHIN THE PROJECT SITE, REFER TO LANDSCAPE PLANS. ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE STANDARDS 3. FIELD DENSITY TESTS SHALL BE TAKEN AT REGULAR FREQUENCY AS REQUIRED IN THE GEOTECHNICAL REPORT AND SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL.THE CONTRACTOR SHALL CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. COPYRIGHT© zoz4 SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL 5. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE TIMES. INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK.TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE PRIOR TO START OF WORK. WATER QUALITY STANDARDS. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 6. SOD OR SEED/MULCH MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL Kimley ))) Horn REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. GRADING,AND AT ANY OTHER TIME AS NECESSARY,TO PREVENT EROSION,SEDIMENTATION OR TURBID DISCHARGES. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING.THE CONTRACTOR 7. THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN A PERMANENT VEGETATIVE PROTECTIVE COVER FOR EROSION AND MAY NOT OPEN OR CLOSE WATER VALVES. SEDIMENT CONTROL ON ALL LAND SURFACES EXPOSED OR DISTURBED BY CONSTRUCTION OF THE PERMITTED PROJECT. THE PROTECTIVE COVER MUST BE INSTALLED WITHIN FOURTEEN DAYS AFTER FINAL GRADING OF THE AFFECTED LAND SURFACE. 1100 No. 84 West Idaho Suite 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. I Boise, ID 83702 1 Tel.No.(208)845-0089 AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL 8. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND OR OTHER FINAL LANDSCAPE PLANTING IS WELL ESTABLISHED. NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A)BACKFILLING TRENCHES FOR 9• THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO CONSULTANT NOT CONTAIN COMPACTED BASE MATERIAL. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE PIPE;(B)PLACING OF AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING. MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED. 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 10. STRIP TOPSOIL AND ORGANIC MATTER AND PAVING MATERIAL FROM ALL AREAS UNDER BUILDING.TOPSOIL MAY BE STOCKPILED DEPARTMENT,AND THEIR DECISION SHALL BE FINAL.SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE ON SITE FOR REPLACEMENT ON SLOPES IN GREEN AREAS. STOCKPILED TOP SOIL MAY NEED TO BE AMENDED TO MEET PROJECT RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED SPECIFICATION SECTIONS. CONSTRUCTION PLANS. SS\ANAL LNG 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 11. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. Q�O���\CENSF�/��F� PRIOR TO CONSTRUCTION. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 13. UNLESS OTHERWISE SHOWN,NO PROPOSED SLOPE SHALL EXCEED THREE(3)HORIZONTAL TO ONE(1)VERTICAL.ALL SLOPED 19524 FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS AREAS MUST BE PROTECTED FROM EROSION. 04/10/2025 FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER 14. IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE,TOPSOIL MAY BE �ti qTF OF CITY OF MERIDIAN WATER NOTES PLACED TO A HEIGHT OF FIVE FEET.SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE STOCKPILE AND THE STOCKPILE pgTRICK�� SHALL BE SEEDED WITH NATIVE SEED MIX IMMEDIATELY AFTER STRIPPING OPERATIONS ARE COMPLETE. 15. ON-SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS BEYOND 5 FEET OF THE BUILDING SHALL BE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING COMPACTED IN ACCORDANCE WITH GUIDELINES PRESENTED IN THE SOILS REPORT. WATER SYSTEMS(IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL STAMP CONSTRUCTION NOTE NO. 1. 16. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES.SPOT ELEVATIONS No. Description Date 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN, AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB,GUTTER,AND UTILITIES. AND IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL 17. BENCHMARK VERIFICATION:CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA BENCHMARK(S), BY RUNNING A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS,AND SHALL PROVIDE SURVEY NOTES OF 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL 18. ALL UTILITIES(MANHOLES,VALVE COVERS,CLEANOUTS,VAULTS,BOXES, ETC.)SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO THE FINAL LIFT OF ASPHALT. CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 19. ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IDENTIFIED IN THE 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). GEOTECH REPORT.THE CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECH REPORT ON THE SITE AT ALL TIMES. 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE BEDS, DRAINAGE SWALES). 20. THE CONTOURS SHOWN REPRESENT FINAL GRADE.THE TOP 6 INCHES OF MATERIAL IN THE LANDSCAPE AREAS SHALL BE TOP SOIL AS SPECIFIED IN THE LANDSCAPE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE 21. GRADES WITHIN ASPHALT AND/OR CONCRETE PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF THE DESIGN PUBLIC WORKS INSPECTOR. GRADE. HOWEVER,THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES TO INSURE NO STANDING WATER.ALL CITY O F MERIDIAN SEWER NOTES CURBS SHALL BE BUILT IN ACCORDANCE TO THE PLAN.CURBS OR PAVEMENT AREAS WHICH DO NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 22. SPOT ELEVATIONS REPRESENT FLOW LINE OR TOP OF ASPHALT UNLESS OTHERWISE NOTED. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES(IDAPA 58.01.16)AS 23. WHERE NEW CURB AND GUTTER IS BEING CONSTRUCTED ADJACENT TO EXISTING ASPHALT OR CONCRETE PAVEMENT,THE WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. FOLLOWING SHALL APPLY: PRIOR TO PLACEMENT OF ANY CONCRETE THE CONTRACTOR SHALL HAVE A LICENSED SURVEYOR VERIFY THE GRADE AND CROSS SLOPE OF THE CURB AND GUTTER FORMS.THE CONTRACTOR SHALL SUBMIT THE SLOPES AND 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN, GRADES TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE.THE CONTRACTOR SHALL NOTIFY THE AND IRRIGATION)SHALL BE A MINIMUM OFTEN(10)FEET.WHERE IT IS NECESSARY FORA POTABLE WATER MAIN AND ENGINEER IMMEDIATELY OF ANY SECTION WHICH DOES NOT CONFORM TO THE DESIGN OR TYPICAL CROSS SECTION.THE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CURB AND GUTTER POURS WITHOUT THE APPROVAL OF THE ENGINEER. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 24. CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION PREPARED BY ATLAS. DATED 12/20/2024. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO ENGINEER'S STORM DRAIN CONSTRUCTION NOTES Project Number N/A CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). Date 7/18/2025 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 1. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AT(208)906-0688 FOR OBSERVATION OF THE STORM DRAIN STORM WATER TREATMENT FACILITY(I.E.,SEEPAGE BEDS, DRAINAGE SWALES). FACILITY(RETENTION BASIN)ONCE BOTTOM OF FACILITY IS EXPOSED AND PRIOR TO BACKFILLING WITH TOPSOIL MATERIAL. MINIMUM 48 HOUR NOTICE REQUIRED.STORM WATER APPROVAL IS CONTINGENT UPON ENGINEER OF RECORD OBSERVATION. CITY OF MERIDIAN ROADWAY NOTES 2. MINIMUM SEPARATION FROM THE BOTTOM OF THE FACILITY TO SEASONAL HIGH GROUND WATER SHALL BE A MINIMUM OF 3'. O CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3'OF SEASONAL HIGH GROUNDWATER ELEVATION. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 3. FACILITIES ARE DESIGNED TO RETAIN THE 100-YR,24 HOUR STORM WITH PERCOLATION. CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. Cn 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. CITY OF MERIDIAN PRESSURIZED IRRIGATION NOTES ADA NOTESEz - a 1. ALL HANDICAP PARKING STALLS SHALL BE PAINTED AND SIGNED IN STRICT ACCORDANCE WITH CURRENT ADA STANDARDS 0 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING AND LOCAL REGULATIONS.ALL HANDICAP RAMPS AND ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN STRICT M 0 CONSTRUCTED. ACCORDANCE WITH CURRENT ADA STANDARDS AND LOCAL REGULATIONS. W A. THE FOLLOWING CRITERIA SHALL APPLY TO ALL CONSTRUCTION WITHIN THE LIMITS OF THIS PROJECT. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE B. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK,PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 o PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. PERCENT. THE SLOPE SHALL BE MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL. m C. THE GRADES WITHIN HANDICAP PARKING STALLS SHALL NOT EXCEED 2.0 PERCENT MEASURED IN ANY DIRECTION. U) t HANDICAP PARKING STALLS SHALL HAVE AN ACCESSIBLE ROUTE,AS NOTED BELOW,TO THE BUILDING ENTRY AS CITY OF MERIDIAN DRAINAGE NOTES 3 SHOWN ON THE DRAWINGS. 2. ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5.0 PERCENT. ACCESSIBLE ROUTES EXCEEDING 5.0 UJ N 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR PERCENT SHALL BE CONSTRUCTED WITH RAMPS AND HANDRAILS HAVING A MAXIMUM SLOPE OF 8.33 PERCENT FOR A ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND MAXIMUM RISE OF 30 INCHES. A 5-FOOT BY 5-FOOT LANDING PAD(WITH A MAXIMUM SLOPE OF 2 PERCENT IN ANY CERTIFICATION OF DRAINAGE FACILITIES;HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE DIRECTION)SHALL BE CONSTRUCTED AT THE BOTTOM AND TOP OF ALL RAMPS. o INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 3. ALL SITE DIRECTIONAL SIGNS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 7-FEET AS MEASURED FROM THE GROUND TO THE BOTTOM OF THE LOWEST SIGN. m ENGINEER'S GENERAL NOTES 4. ALL ACCESSIBLE ROUTES THAT CROSS A VEHICULAR DRIVE SHALL CONTAIN A DETECTIBLE WARNING IN STRICT o ACCORDANCE WITH CURRENT ADA STANDARDS AND LOCAL REGULATIONS WHETHER OR NOT A RAMP IS NEEDED. w 5. THE MAXIMUM VERTICAL GRADE DIFFERENTIAL BETWEEN SURFACES ALONG AN ACCESSIBLE ROUTE SHALL BE A MAXIMUM Y 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL OF'/4-INCH. a COMPLY WITH IDAHO CODE CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE 6. THE CONTRACTOR SHALL HAVE ALL CONCRETE FORMS THAT ARE PART OF ANY DESIGNATED ACCESSIBLE ROUTE,STORE o m CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO FRONT, HANDICAP PARKING SPACE OR RAMP SURVEYED BY A LICENSED SURVEYOR AND SUBMITTED TO THE ENGINEER TO UJ BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY VERIFY GRADES AND CROSS SLOPES PRIOR TO PLACEMENT OF ANY CONCRETE.THE CONTRACTOR IS SOLELY AND ALL UTILITIES.CALL DIGLINE, INC.,48 HOURS BEFORE COMMENCING ANY UNDERGROUND WORK AT 811 OR 208-342-1585. RESPONSIBLE FOR ALL COSTS AND DAMAGES FOR IMPROVEMENTS INSTALLED OR OTHERWISE IMPACTED BY WORK NOT 3 3 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS APPROVED BY THE ENGINEER. CONSTRUCTION(ISPWC). o 3. CONTRACTOR SHALL REPAVE TO EXISTING GRADES ANY PAVED AREAS DISTURBED BY CONSTRUCTION. 0 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPACTION TESTS FOR SUBGRADE AND PAVEMENT IN ACCORDANCE WITH U CITY OF MERIDIAN BACKFILL STANDARDS. L 5. ALL NON-COMPACTABLE MATERIALS SHALL BE REMOVED PRIOR TO COMPACTION OF SUBGRADE. ry m o 6. CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS. o � 7. SITE TOPOGRAPHIC SURVEY AND ROAD TOPOGRAPHIC SURVEY PROVIDED BY KIMLEY-HORN AND ASSOCIATES, INC.DATED NOVEMBER 26,2024. U) N 8. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF THE TEMPORARY BENCHMARKS,PAVEMENT MATCH LOCATIONS,AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. Q m 9. THE CITY OF MERIDIAN MAY OPT TO HOLD A PRE-CONSTRUCITON MEETING FOR THIS PROJECT. IF SO,THEN NO CONSTRUCTION a SHALL BEGIN BEFORE THE PRE-CONSTRUCTION MEETING WITH THE CITY OF MERIDIAN,WHICH THE CONTRACTOR AND 3 SUBCONTRACTORS ARE REQUIRED TO ATTEND. s 10. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT(ACHD)PRIOR TO U 3 COMMENCING CONSTRUCTION IN ANY ACHD RIGHT-OF-WAY.PLEASE ALLOW MINIMUM OF 48 HOURS FOR PROCESSING OF APPLICATION. UJ 11. ALL UNDERGROUND UTILITIES AND SERVICE LINES SHALL BE INSTALLED AND TESTED PRIOR TO STREET CONSTRUCTION AND _ o ON-SITE PAVING. a a 12. DISTURBANCES TO THIS SITE WILL REQUIRE AN APPROVED EROSION AND SEDIMENT CONTROL PERMIT FROM THE CITY OF O z w c9 MERIDIAN. U N Q 13. IN ADDITION,ALL OWNERS AND CONTRACTORS INTENDING TO DISTURB ONE ACRE OR MORE OF GROUND AS PART OF a ° CONSTRUCTION ACTIVITIES SHALL DO THE FOLLOWING: z o A. FILE A NOTICE OF INTENT(NOI)WITH EPA'S CONSTRUCTION GENERAL PERMIT(CGP). w B. PREPARE A STORM WATER POLLUTION PREVENTION PLAN(SWPPP). w C. INSTALL SIGNAGE PER THE CGP. w D. MAINTAIN ON-SITE COPIES OF THE NOI,CGP,AND SWPPP. w E. COMPLY WITH REQUIREMENTS OF CGP AND SWPPP INCLUDING DOCUMENTING THAT ALL INSPECTIONS AND MONITORING g HAVE BEEN PERFORMED. F. FILE A NOTICE OF TERMINATION(NOT)WHEN ON-SITE WORK IS COMPLETE AND PERMANENT EROSION AND SEDIMENTATION Y o CONTROL MEASURES ARE IN PLACE AND FUNCTIONING. Q U E op w 15. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER OF RECORD,AND THE CITY OF MERIDIAN. UJ 16. WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION BEFORE CERTIFICATE OF COMPLETION IS ISSUED,THE OWNER'S ENGINEER 12 � m z _ SHALL COLLECT AND NEATLY RECORD ACCURATE"AS-CONSTRUCTED"RECORD INFORMATION AND PREPARE COMPLETE SEALED � w RECORD DRAWINGS IN ACCORDANCE WITH THE CITY'S RECORD DRAWINGS REQUIREMENTS. RECORD DRAWINGS ARE THE w 7 RESPONSIBILITY OF THE OWNER'S ENGINEER. HOWEVER THE CONTRACTOR SHALL SUBMIT A COPY OF REDLINED AS-BUILT DRAWINGS TO THE OWNER'S ENGINEER IN ORDER TO VERIFY ALL FIELD CHANGES WITHIN 15 DAYS OF COMPLETION OF THE wL U) WORK. E CJ Q N m o Q SHEET TITLE c � U G C Q M o rn � CD m J s � 3 N CI o 3 W m _ CAUTION: NOTICE TO CONTRACTOR o-Ea THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 0010 in a �E UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knmvduft helm UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd bdoM YW dig GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. AHLQUIST. O 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL 1144 S. SILVERSTONE WAY SUITE 500 NOTIFY THE ENGINEER IMMEDIATELY. MERIDIAN, ID 83642-7381 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH O THE GEOTECHNICAL ENGINEERING REPORT. n ENGINEER: ATLAS TECHNICAL CONSULTANTS, LLC ADDRESS: 2791 SOUTH VICTORY VIEW WAY COPYRIGHT© 2024 BOISE, ID 83709 PHONE: (208) 376-4748 DATE: APRIL 16, 2024 Elf Elf 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS Kimley ))) Horn MADE THAT ALL UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 1100 West Idaho St.,Suite 210 ry 3 O I Boise, ID 83702 1 Tel. No. (208)845-0089 8 B"\N LEG EN D ,as SS SS SS _ _ PROPERTY LINE CONSULTANT tJGP RIGHT-OF-WAY LINE ADJACENT PROPERTY LINE n, EXISTING IMPROVEMENTS O 4 SAWCUT LINE �SS\ONAL G' GRADE BREAK W COBALT DR O 4200 EXISTING MAJOR CONTOUR 19524 6 04/10/20250 GIRR GIRR GIRR ° SS — — — — — — — -420V — — — — - EXISTING MINOR CONTOUR � PROPOSED MAJOR CONTOUR tiFgTF OF 8"W —8"W 8" 8 2 W 8„W SS 420 PROPOSED MINOR CONTOUR pATRICK � 8 5 8 6 6 STAMP ABREVIATIO N S No. Description Date 2624.33 FG FINISHED GRADE SPOT ELEVATION 4 2624.33 ME MATCH EXISTING SPOT ELEVATION O 8 2624.33 EP EDGE OF PAVEMENT SPOT ELEVATION DEMOLITION NOTES 0 EXISTING ASPHALT PAVEMENT TO BE REMOVED AND DISPOSED OF. EXISTING CONCRETE PAVEMENT TO BE REMOVED AND DISPOSED OF. O Q �3 EXISTING GRAVITY IRRIGATION LINE TO BE REMOVED AND DISPOSED OF. nI ® EXISTING GRAVITY IRRIGATION STRUCTURE TO BE REMOVED AND DISPOSED OF. rj �5 EXISTING POWER POLES TO BE REMOVED AND REPLACED. CONTRACTOR TO UJ COORDINATE WITH POWER COMPANY. © EXISTING PEDESTRIAN RAMPS TO BE REMOVED AND DISPOSED OF. Project Number N/A �7 EXISTING BUILDING TO REMOVED AND DISPOSED OF. Date 7/18/2025 z ® EXISTING MULTI-USE PATHWAY TO BE REMOVED AND DISPOSED OF. z w PROTECTION NOTES O OEXISTING ASPHALT PAVEMENT TO REMAIN AND BE PROTECTED IN PLACE. v! ��^^ 2 EXISTING CONCRETE PAVEMENT TO REMAIN AND BE PROTECTED IN PLACE. 3 O = O3 EXISTING MULTI-USE PATHWAY TO REMAIN AND BE PROTECTED IN PLACE. O OEXISTING GRAVITY IRRIGATION STRUCTURES TO REMAIN AND BE PROTECTED IN Q a 8 PLACE. OEXISTING WATER STRUCTURE TO REMAIN AND BE PROTECTED IN PLACE. O Y O EXISTING PRESSURIZED IRRIGATION PIPE TO REMAIN AND BE PROTECTED IN PLACE. O o O EXISTING PRESSURIZED IRRIGATION STRUCTURE TO REMAIN AND BE PROTECTED IN 3 PLACE. y 5 H EXISTING STORM DRAIN PIPE TO REMAIN AND BE PROTECTED IN PLACE. UJ J OEXISTING STORM DRAIN STRUCTURE TO REMAIN AND BE PROTECTED IN PLACE. a 10 EXISTING WATER LINE TO REMAIN AND BE PROTECTED IN PLACE. 0 O O E Y TO 6 UJ o N - r0 3 � p 3 TOA \ 4 3 3 �s� 3 N U_ TOp U \ O -O TOA 5 5 a J a � o P SS TOA (D °' OA N O a 3 r°p 5 a 6 z 10 10 W U V O ��V 7 T�A VILLAGIO 9 w Q8i ❑ a (] TQ/J m o 0 U7 �- a 2 d �� rQA ❑ 0 � T 1 z Lu ' cy,�> SS Too io 8 6 00 .N T I 0 o SS 0 o a LU O LU I W a O iu z LLI N SS Top > - o T O D N SS T0A =oO SHEETTITLE CD � � c Q rn .3 EL SS T0A GRAPHIC SCALE IN FEET 0 30 60 120 of o s \�\ rot NORTH 3 CO Y CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 3000 N UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES a � 3 AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING KnM Whan below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call bOM You dig / GENERAL NOTESAHLOUIST. 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 00 0 1144 S. SILVERSTONE WAY SUITE 500 N 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL MERIDIAN, ID 83642-7381 `gam2 579 - - - `� - - - - - EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. i oS J _ \ _SS_ SS SS- - 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS _ _ DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED �' / \\ \\ uGP L OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ® /257 / / V A - COPYRIGHT© 2024 ry 4. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES ry i �25�6/_ - - - \ \ \ \\ I / BEFORE CONSTRUCTION AND PROTECT IN PLACE UNLESS NOTED ON THE PLANS. 5. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES I \\ TO PROTECT AND PRESERVE EXISTING PERMANENT SURVEY MONUMENTS. ALL GIRR GIRR GIRR / o // / VTC �; / I II I I SURVEY MONUMENTS DISTURBED (PROPOSED AND EXISTING) SHALL BE REPLACED - - - _ / SS \ V AV / AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL v v _ _ - _ - _ _ - - _ - - _ /q;`Z� - - - _ I VA LAND SURVEYOR RETAINED BY THE CONTRACTOR. Kimley )) Horn - � 2577 rl 8„W 8„W _ 8"W _ — WCOBALT DR � ���� � '-'�� _W \\ / IIII SEQUENCE OF CONSTRUCTION 1100 West Idaho St.,Suite 210 Boise, ID 83702 1 Tel. No. (208)845-0089 \ - — / , , , -2575 — 2575 I -z576 , ,j % �!j I 4 \ II IIIIIIII PHASE I — — — — — — — - - - - - - - // I b I ► O \ I\ IIIIII, - - - - - - � // 1. INSTALL PERIMETER BOUNDARY SEDIMENT CONTROLS INCLUDING: STABILIZED ` - - - - - _ VTC - -- —= ;=� I ;�^`° of 1\ j \llljlll;j - - - - - - CONSULTANT - - - - - - - � _ - - - - - - - -- - \ -- - - - - - /I CONSTRUCTION EXIT(S), SWPPP INFORMATION SIGN, HYDRAULIC CONTROL - - - - - - - - - - - - - _ - II I STRUCTURES (SWALES, CHECK DAMS, SEDIMENT POND, ETC.) AND SILT FENCING. I 2. PREPARE TEMPORARY PARKING AND STORAGE AREAS. UPON IMPLEMENTATION AND _ / I I IIII LOD INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, -2573_ SF .. N N I II I� PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., DENOTE THEM \ \ / 0 0 0 0 0 I I / IIII \ ON THE SITE MAPS IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS AS S�ONAL £ 1- - - - - — — — — — — — — — I r �n I / IIIII I THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. oF�S �GENS L JU o II III 6 3. DEMOLITION OF EXISTING IMPROVEMENTS PER DEMOLITION PLAN. BLOCK 1 // I l I r' I II Illlllh 4. START MASS GRADING THE SITE AND CONSTRUCTION OF ROADS. - ` �- \ I f SPA $Fp II IIIIII 5. TEMPORARILY SEED ANY DENUDED AREAS. MAINTAIN SITE PROTECTION AND 19524 IIIIII STABILIZED CONSTRUCTION EXITS. 04/10/202 0 I / I I IIIIIII 6. EXCAVATE AND INSTALL UTILITIES, BUILDING FOUNDATION, ETC. ��ti�qTF OF IIIIIII 7. FINAL GRADING OF THE SITE. F pgTRICK SF o I LOD Il IIIIIII 8. INSTALL ASPHALT DRIVE AISLE. I \ IIII 9. FINAL STABILIZATION AND LANDSCAPING. Ss SS ss �S_ I S� s ���� i Ilii ; MAINTENANCE STAMP III Q No. Description Date �I - - - - - - I I I ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE // I / I I \\ �s o II ' i STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY �� / I % \ I \\ / I IIII, FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF I WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION 00 I I I III N W CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE I I I WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE o ��. I I I I II STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: O I � I 1111 N oI 7 I III 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS � I I Ii � NEEDED. 2. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL \ / Q � \ Io I 40 cv I I III , w PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY r I II REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS \ - - - - - - - - \ \\ /� NI N oI N``' CONDITIONS DEMAND. - \ \ \ , I II I I ^cry I L I I III , I r n 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD ry - - - - - - I I V, CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC Go I // I I I Jill: TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. `-sue // o // N I // i III 4. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN I N o I OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. J I I c� Project Number N/A 0 o O I 2566, \ \ �lll \\ \ / �.. I I j Date 7/18/2025 / ( o I I LEGEND \ \ � ► \ � �\\ \ // \ \ I IIII ' 619 \ / 3^N I I IIII 2620 \ � \ \\ I III f' � EXISTING CONTOUR C40 0 \ \ \ \ 1 I J \ 2S /ll \ \ \ \ 2620� PROPOSED CONTOUR \\� II SS s - - - - - I // \ V J 2571 �— - I/ i \\ LD LIMITS OF DISTURBANCE I - - -- \ \ \ *7- BLOCK \ \ \ 257ng I I I —_ — ' DIRECTION OF PROPOSED STORMWATER FLOW 1 2 \\\\�\\\ \ \\ / \ \ // 6S\ y \ I IIIIIIII , - - _ O INSTALL VEHICLE TRACKING CONTROL VTC - SEE DETAIL 3, SHEET C2.10 \\ \ \ ��\o\ � \\ \ (// \ /0 � _ 0 0 0 - 7 IIIIII /� I // a a a a M \�� \\� \ \ ���o \�� // \�\ \ /// / 2569 W \ \ SF INSTALL SILT FENCE - SEE DETAIL 1 & Off\ 0 SF DETAIL 2, SHEET C2.10 TIF L JU _ �y PROPOSED CONCRETE WASHOUT �. C AREA SEE DETAIL 4, SHEET C2.10 LU v v / SPA SFP v I \ �o \ \ \ \\ \ \ IIIIIII IIf \ CONSTRUCT DROP INLET PROTECTION - N \�\\\ � \\ \ d \ 6�� \ \ \ \ \\ / \\ I ( �P SEE DETAIL 5 & 6 SHEET C2.10 I\ ' O� LOD \ I \\ \ \ \\ I I 1 T _ _ _ STAGING, FUELING, PARKING, AND r SFIIIIIIII MAINTENANCE AREA-EXACT LOCATION AND SIZE MAY VARY OR BE RELOCATED DURING CONSTRUCTION. THE CONTRACTOR vvvv x LOD \ 25�2 \ UJ 25° \\ \\\\ \ \\ \\\ \ \ \ \ \ 'IY�W \ — IS RESPONSIBLE FOR UPDATING THIS PLAN TO INDICATE ANY AND ALL MODIFICATIONS Ip / \ VILLAGIO WAY I ' /\\ \ \� \ / I I r STOCKPILE AREA-EXACT LOCATION AND o \ O VTC � \ III \ \ l �' / I I � - \\\ \ I / I 1 1 SIZE MAY VARY OR BE RELOCATED ° to S �S „W ��\ \ \ \\\�\\\\\\\\\\ \\\ \ \ 1 \\ \ \ \\ ► V �\ \\ OSPA DURING CONSTRUCTION. THE CONTRACTOR p �� \\ �\\\ \\�\\\ \ \ \ 11101 IS RESPONSIBLE FOR UPDATING THIS PLAN U U 0 — TO INDICATE ANY AND ALL MODIFICATIONS Ip a I _ �� / I SF o Ip \ \ \ III \ I I 1 —_J k \ s�, \ \ I 13 LOD p �. / i/ o / 3 o 66 \\ \\ III \� IIIII ���/ _ s I I C W I s �\ S\ \\�����\� \\���\ \ \ \� \ \ \ \ I IIII U \ \IIII \\ IIIIII J o Q o w a ' �.�` O z o VTC w - / > W - _ _ - - -�►� ' \ � \ \ � \ \ \\\ \\ / 111 � I IIIIII I I � I I I I 1 1 O J I. E _ w w — - - - - - - - - - - - - - — - - - \ — _ / \ \\ \ \ \ \ /// I I I U) - - - _ - - -= IP - \ \��\ 7:7 J IP _ - - _ -__ \ - - _ _ _ - / GIRR � I \ 1 O w _ - - ' _ - - \ _ — _ - - - - - _ \ - - - - - - - - - - - - _ - - - - - - - - -- - Z -'' - - --_- -' _ � � �/ \ - - oHP - _ UJ 060, _ _ _ _ - _ -I \\� ____- �' ____- - /- \ \\ / I \ / / / / \ \ ====_=___ -/ ►III I I I 1 \ \ 1 1 1 _ / \\ I / 1 U - - ---- - - - - ' \ \ \ \ \�-`' \ SHEET TITLE 10 sSI— � T S -- �r r ___-_- - _ _ \ \ \ GRAPHIC SCALE IN FEET / _ I 11 1 1 1 N > \ > 0 30 60 120 I 3 J 11 1 1 \ 1 1 1 1 CN m \� 1 ( \ \ Y CAUTION: NOTICE TO CONTRACTOR NORTH U THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING o p d F UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES c^ 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING whaft below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 7C1111 before you diJ AHLOUIST. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS 1144 S. SILVERSTONE WAY SUITE 500 REQUIRED. MERIDIAN, ID 83642-7381 ORlgs p�CT _ WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, FLUSH SURFACE STONE TOWARD ATEp� By MAX. 6" MESH SPACING) SEDIMENT TRAP WITH HIGH VOLUME LOCAL REQU/REM NEEDEDWATER FLOW AS TO MAINTAIN TS CLEAN SURFACE STONE PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED ��� COPYRIGHT© 2024 A BY LOCAL JURISDICTION. ^� 2"-3" CRUSHED STONE OVERFLOW WEIR rLA N G� O COMPACTED BACKFILL OVERLAP GEOTEXTILE AND/OR WOVEN ��FP�GP SEDIMENT TRAP WIRE FENCE ACROSS TWO STAKES Kimley ))) Horn WHEN NECESSARY TO CONTINUE P �G 0 S , FENCE 1g EET (MAX) 1100 West Idaho St.,suite 210/NCHES (MAN) SECURELY FASTEN FENCE MATERIAL °tiij III-�I TO BOTH STAKES WITH TIES OR ' ti Boise, ID 83702 1 Tel. No. (208)845-0089 10" MINIMUM 2 FLOW II-III-III- OTHER FASTENERS ,IIII i••III 3"-4" CLEAN STONE Q- A J 3:1 SLOPE TO MATCH GRADE. TYP. TO INSIDE CONSULTANT -IIII�'I I I tiG AND OUTSIDE SLOPE. am GEOTEXTILE UNDERLINER ELEVATION =III- 6" CRUSHED STONE BASE COMPACTED BACKFILL PLAN SS\ONAL £NG WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE. Z 50 MIN. �OF���GENS��/OFF MAX. 6" MESH SPACING) WITH GEOTEXTILE COVER FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX Z 20' ® 2% MIN. 20' ® 2% MIN. MESH OPENING Zz Z 04/10/20250 FABRIC: 1. AMOCO 1198 19524 V�r1E 6" CRUSHED / � ^ 2. BELTECH 810 X . < 01 4. LING 3. FGTF 090 F�Ow 13X (,ROVN� STONE BASE 3' 27 MIN. CpMpq�TED ..M 5. SI 915 SC (SPECIFY) GEOTEXTILE LINER MIN � � pATRICK FINISH GRADE BACKFILL PROVIDE CULVERTS AS 10" OF 2"-3" REQUIRED TO CARRY CLEAN STONE _ FLOW PRE-EXISTING DITCH FLOW SECTION A-A - - - - - STAMP � ELEVATION IMPERVIOUS LINER 3' MIN. DEPTH COMPACTED SOIL \/\ \ UNDISTURBED i,/j�i�\���% � \/ EXTEND )HIRE FENCE A BERM No. Description Date GROUND ��` MIN. OF 2' INTO TRENCH "\y 2 -3" CLEAN STONE TRENCWj� � EMBEDDED GEOTEXTILE FABRIC SEDIMENT 12" SECTION A-A MIN. 6" INTO GROUND TRAP 12" MIN. W/ 6" LAID ALONG BOTTOM 6" CRUSHED STONE BASE A-A-SECTION OF TRENCH (SPECIFY) GEOTEXTILE LINER NOTES 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 10" THICK MIN. - 2"-3" CLEAN STONE 1. IMPERVIOUS LINER SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY SECTION B-B SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE 24' AT TOP AND MID SECTION. THE IMPERMEABILITY OF THE MATERIAL. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PEA FORMED„ AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE. 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE 1)SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SCALE: NTS 2 SILT FENCE OVERLAP DETAIL SCALE: NTS 3 VEHICLE TRACKING CONTROL SCALE: NTS 4 CONCRETE WASHOUT DETAIL SCALE: NTS Project Number N/A Date 7/18/2025 DANDY CURB SACK TM z STORM DANDY SACK" O SEWER 00�0 DANDY SACK TM DANDY CURB SACK TM GRATE OO OO O SPECIFICATIONS SPECIFICATIONS U) 000000�000000 00000000 LIFT NOTE: THE DANDY SACKT^1 WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN NOTE: THE DANDY CURB SACK'"' WILL BE MANUFACTURED IN TILE U.S.A. FROM A WOVEN 00 \ STRAPS MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: REINFORCED STORM CORNERS OPTIONAL REGULAR FLOW DANDY SACKT"' (BLACK) GRATE OVERFLOW CURB REGULAR FLOW DANDY CURB SACK` (BLACK) Q ° OPENING o PORTS Mechanical Properties Test Method Units MARV Mechanical Properties Test Method Units MARV Grob a 0000 W ` Grab Tensile Elongation ation ASTM D 4632 trength ASTM D 4632 kN Ibs 1.78 40 5 x 15 0 315 LIFT 00�000�000�00�00 STRAPS Grab Tensile Strength ASTM D 4632 kN Ibs 1.78 400 x 1.40 315 MANAGEABLE Puncture Strength ASTM D 4833 kN Ibs 0.67 150 �000�000000 Grab Tensile Elon ation ASTM D 4632 % 15 x 15 O 00 00 OO Puncture Strength ASTM D 4833 kN Ibs 0.67 150 2 FOOT Mullen Burst Strength ASTM D 3786 kPa (psi) 5506 800 0000000 CURB Mullen Burst Strength ASTM D 3786 kPa (psi) 5506 800 E Trap ezoid Tear Strength ASTM D 4533 kN Ibs 0.67 150 x 0.73 165 00 FILTER Trapezoid Tear Strength ASTM D 4533 kN Ibs 0.67 150 x 0.73 165 Y CONTAINMENT UV Resistence ASTM D 4355 % 90 REINFORCED uv Resistence ASTM D 4355 % so Y AREA Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 40 Apparent 0 enin Size ASTM D 4751 Mm US Std Sieve 0.425 40 Flow Rate ASTM D 4491 1 min m' al min ft 2852 70 CORNERS OPTIONAL Flow Rate ASTM D 4491 1 min m' al min ft' 2852 70 DUMPING Permittivity ASTM D 4491 Sec 0.90 OUTFLOW Permittivity ASTM D 4491 Sec-' 0.90 STRAPS PORTS HI-FLOW DANDY SACKT"' (SAFETY ORANGE) MANAGEABLE HI-FLOW DANDY CURB SACK'", (SAFETY ORANGE) s STORM 2 FOOT UJ " INLET Mechanical Properties Test Method Units MARV CONTAINMENT Mechanical Properties Test Method Units MARV N AREA j? m Grab Tensile Strength ASTM D 4632 kN Ibs 1.62 365 X 0.89 200 Grab Tensile Strength ASTM D 4632 kN Ibs 1.62 365 X 0.89 200 N Grob Tensile Elongation ASTM D 4632 % 24 X 10 Grab Tensile Elongation ASTM D 4632 % 24 X 10 Puncture Strength ASTM D 4833 kN Ibs 0.40 90 Puncture Strength ASTM D 4833 kN Ibs 0.40 90 Mullen Burst Stren th ASTM D 3786 kPa (psi) 3097 450 aMullen Burst Strength ASTM D 3786 kPa (psi) 3097 450 m Tra ezoid Tear Strength ASTM D 4533 kN Ibs 0.51 115 X 0.33 75 Trapezoid Tear Strength I ASTM D 4533 kN Ibs 0.51 115 X 0.33 75 E UV Resistence ASTM D 4355 % 90 UV Resistence ASTM D 4355 % 90 = Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 40 DUMPING Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 40 Flow Rate ASTM D 4491 1 min m' al min ft' 5907 145 Flow Rate ASTM D 4491 1 min m' al min ft' 5907 145 Permittivity ASTM D 4491 Sec-' 2.1 STRAPS Permittivity ASTM D 4491 Sec-' 2.1 Y a m *Note: All Dandy Sacks"' can be ordered with our optional oil absorbent pillows * UJ N Y P P Note: All Dandy Sacks can be ordered with our optional oil absorbent pillows U0 3 O > D 4&59 M)W5 L O ° DETAIL OF INLET SEDIMENT CONTROL DEVICE DETAIL OF INLET SEDIMENT CONTROL DEVICE WITH CURB FILTER PROJECT: DR. BY: PROJECT: DR. BY: UJ o a CITY/STATE: DATE: DR. NO: CITY/STATE: DATE: DR. NO: Q 3 0 be 0 3 N d m a_ o E d a N ° 3 0 L � - 3 o U O 5 DROP INLET PROTECTION DETAIL SCALE: NTS 6 CURB INLET PROTECTION DETAIL SCALE: NTS 1.01 � N - Q oQ C) c O o c) U O Z m a a T Z o w LU > w a o U a m o LLI m U) In LLI ° � J � m iu Z L W m H m n N z 0LUm 2 as a a N m O n SHEET TITLE C U a N o M M J L CN m Y CAUTION: NOTICE TO CONTRACTOR U 2010 6 a THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 0 a- iE UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES cn 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING KnM Whaft below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call wow you dig I GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. AHLOUIST. \ 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS\\ BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL 1144 S. SILVERSTONE WAY SUITE 500 NOTIFY THE ENGINEER IMMEDIATELY. MERIDIAN, ID 83642-7381 \ \ 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH I \ THE GEOTECHNICAL ENGINEERING REPORT. All ENGINEER: ATLAS TECHNICAL CONSULTANTS, LLC O - � _ SS ADDRESS: 2791 SOUTH VICTORY VIEW WAY COPYRIGHT© 2024 � _ _ _ _ SS J BOISE, ID 83709 PHONE: (208) 376-4748 2582.59 ME\ \ 2582.51 ME UGP DATE: APRIL 16, 2024 ® S / n, o S %/ \\ 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT n, / �\ I 6.8' SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT C� 2578.08 ME // SWK VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND 2577.80 ME / � I \\ UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS Kimley )) Horn MADE THAT ALL UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO 2577.31 ME / I! 2582.12 ME RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR o / 2577.27 EP 2s�9 PROPER LOCATION. - - GIRR GIRR- GIRR 1-1 E � - 1100 West Idaho St.,Suite 210 2577.12 P - - o I Boise, ID 83702 1 Tel. No.(208)845-0089 - - - - - - 2577.39EP ; 1 I 8"\N 8>>W >> � >> 2576.70 EP \\ \ 1 1 R125.0' I II � LEG F]V D 8 W _ W COBALT DR S 10.0 I- - - 8 W / R40 s I MUP - - - - PROPERTY LINE CONSULTANT --------------------- 1 / i 2576.48EP 2576.51EP �4 ) RIGHT-OF-WAY LINE 2576.41 EP ADJACENT PROPERTY LINE --------------------- \ ------ - - - - - - - - - - _- - - _- - - - - = - - _ _ - - ' o i EXISTING IMPROVEMENTS o co �s>> ;I SAWCUT LINE \Of�Ns lyc��F - - - - - - - - - - - - - - GRADE BREAK Q`� �� F P 4200 EXISTING MAJOR CONTOUR 19524 ' 1 - - - - - - -420V - - - - - - - EXISTING MINOR CONTOUR � 04/10/20250 � \ O I 2s 1 420 PROPOSED MAJOR CONTOUR tiF4 rE OF / CK 1 420 PROPOSED MINOR CONTOUR pA1RICK \ 2574.37 EP 5 ;I CD O / 2575 R37. 2574.37 EP STAMP \ 5' 1 / / I 2S�q 2574.12 EP I � ABREVIATI O N S No. Description Date 2 2573 2573.86 EP R62'5, 2572 R62.5, 2574.12 EP ;I I 2624.33 FG FINISHED GRADE SPOT ELEVATION I 2573.86 EP I I I 1 R37,5, , 1 2624.33 ME MATCH EXISTING SPOT ELEVATION / I o 1 2571 2573.60 EP 2573.60 EP 2624.33 EP EDGE OF PAVEMENT SPOT ELEVATION 1 I \ Q�I I CONSTRUCTION NOTES O I W 1❑ FURNISH AND INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER ACHD 1 \ 257p o 1 - I SUPPLEMENTAL STD DWG SD-709. 2� FURNISH AND INSTALL 8' LANDSCAPE BUFFER. z / W 3❑ INSTALL 4" SOLID YELLOW MULTIUSE PATHWAY CENTER LINE STRIPE (3' LENGTH AND 16 , 9' GAP) PER ACHD STANDARD DETAIL NO. TS-1112.03B. 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THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knmwtmn below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call boors you dig, GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. AHLIQUIST. - - i � � / 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS 1144 S. SILVERSTONE WAY SUITE 500 BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL I I 01� NOTIFY THE ENGINEER IMMEDIATELY. MERIDIAN, ID 83642-7381 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH 2580.50 FG / I THE GEOTECHNICAL ENGINEERING REPORT. I 1 2580.35 FG ENGINEER: ATLAS TECHNICAL CONSULTANTS, LLC ADDRESS: 2791 SOUTH VICTORY VIEW WAY COPYRIGHT© 2024 I I 2580.92 FG 2580.77 FG BOISE, ID 83709 / 0 PHONE: (208) 376-4748 2577.95 FG 1 // / / I DATE: APRIL 16, 2024 3 2582.82 FG // / I I \ - 2579.17 FG 2579.38 FG 2579.74 FG 2580.10 FG 2580.83 FG 2581.19 FG 2581.60 FG 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT C o 2578.32 FG 2581.99 FG 2582.44 FG 2582.93 FG I / / / I I SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT - 2 \ o VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND _ _ _ - - - - Kimley )) Horn I 2577.57 ME 2582.75 FG UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS 2582.59 ME / MADE THAT ALL UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO din � _ _ _ _ - - - - - - - - 2582.29 FG - OH RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR - - - - - - - - - - - _ _ - - - _ - - _ _ - - - -_ _ - - - _ - - - _ - - - _ - - - _ _ - - - - - / - PROPER LOCATION. / J7 1100 West Idaho St.,Suite 210 ???ME 2577.80 FG 2578.16 FG / 1 Boise, ID 83702 1 Tel. No.(208)845-0089 2579.02 FG 2579.23 FG 2581.45 FG 2582.29 FG 2582.67 FG � 0 2582.65 � � 2582.51 ME � LEG EN D PIRR Ki 2581.84 FG _ 2579.59 FG 2579.95 FG 2580.68 FG 2581.04 FG 2582.12 MI - 2582.74 FG / / / - - - - PROPERTY LINE CONSULTANT E / RIGHT-OF-WAY LINE STEN M I RD ADJACENT PROPERTY LINE EXISTING IMPROVEMENTS SAWCUT LINE n19524 - - - - - - - - - - - - - - GRADE BREAK420� EXISTING MAJOR CONTOUR G)o - - - - - - - -420V - - - - - EXISTING MINOR CONTOUR 04/10/20250 cn 42o PROPOSED MAJOR CONTOUR PA F OF TEN MILE PATHWAY 420 PROPOSED MINOR CONTOUR AIRI GRAPHIC SCALE IN FEET Z STAMP 0 0 20 40 80 = No. Description Date ABREVIATIO N S 2624.33 FG FINISHED GRADE SPOT ELEVATION 2624.33 ME MATCH EXISTING SPOT ELEVATION 2624.33 EP EDGE OF PAVEMENT SPOT ELEVATION CONSTRUCTION NOTES �1 FURNISH AND INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STD DWG SD-709. / SS �2 FURNISH AND INSTALL 8' LANDSCAPE BUFFER. �3 INSTALL 4" SOLID YELLOW MULTIUSE PATHWAY CENTER LINE STRIPE (3' LENGTH AND ry n �1/ 2578.76 FG / �� 9' GAP) PER ACHD STANDARD DETAIL NO. TS-1112.03B. ®® S'110 �'S ® FURNISH AND INSTALL DRIVEWAY APPROACH PER DETAIL ON SHEET C6.00. 2578.54 FG 2578.91 FG �5 FURNISH AND INSTALL PEDESTRIAN RAMP PER DETAIL ON SHEET C6.00. 2578.59 FG Project Number N/A ry ry 2577.97 FG Date 7 18 2025 CD o / / /-G I R R F// 2578.07 FG O�xo 07 2 w /// // ���- �� R125.0 ?j03 5 2577.46 FG W C O BALT D R / 8,>W 8„ 8,�W 8„W 8„W 1 SS /� j/ R40 0, N - - - - - 2 / 2577.61 FG T M i W U) 2575.55 FG 2576.64FG - --- 2576.48FG -_ - - - --- - 2575.94FG -- - - - 2575.01 FG - --- - -- --- - - - 2575.98FG --- - - 2576.50FG - o - E 2576.79 FG - o - - - - 2576.63 FG 2576.08 FG 2575.70 FG 2576.13 FG 2576.65 FG MCo 2575.16 FG - p 2575.46FG ` - - - - - - - o 0 o 2575.31 FG o / I UJ a m IL COBALT PATHWAY F o GRAPHIC SCALE IN FEET 0 20 40 80 z ° .E NORTH a - 3 o / / /j/ LLI N W. 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THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call boom you dig, GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. AHLOUIST. 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS/ 1144 S. SILVERSTONE WAY SUITE 500 BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. MERIDIAN, ID 83642-7381 17 2 cy 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH GB / PT 4 /44/ THE GEOTECHNICAL ENGINEERING REPORT. STA: 8.05 �:12.5 05 A:5+51.02 ENGINEER: ATLAS TECHNICAL CONSULTANTS, LLC :2568.10 OFF:12.50'LT 07 PT j COPYRIGHT© 2024 EP:2570.73 � ADDRESS: gOISE,OID 83709ICTORY VIEW WAY STA:5+67.56 2570 OFF:12.50'LT 9+ o PHONE: (208) 376-4748 2567 2567 2568 256s EP:2570.89 C DATE: APRIL 16, 2024 2569 /O 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT TA:2+57.90 3+00 4+00 5+00 / / SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT FA2.66'LT _ _ 3 2 j VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND EP:2567.60 2gs9 2s�o / UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS Kimley ))) Horn MADE THAT ALL UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO PT 2570 exoo PT PT / � RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR STA:2+47.46 2567' 2568 2568 2569 2570 \� STA:7+30.38 STA:7+73.57 PROPER LOCATION. OFF:30.75'LT OFF:12.50'LT OFF:12.50'LT 1100 West Idaho St.,Suite 210 1 Boise, ID 83702 1 Tel. No.(208)845-0089 EP:2567.14 � PT O PT \ 2S EP:2571.71 EP:2571.92 GRADING NOTES STA:5+51.03 N STA:2+88.05 OFF:12.50'RT cn 2Sj0 PT OFF:12.50'RT P:2570.73 �1 MATCH EXISTING. CONSULTANT PT,GB STA:2+ .00 EP:2568.10 2S 0 o0 STA:2+37.00 N OFF:12.5 PT PT o' roX OFF:12.50'LT C)/ EP:2567.8 2 STA:5+67.56 ��s>> 2S)� 2❑ DRAINAGE SWALE. SEE SHEET C7.00 FOR TYPICAL SECTION. OFF:12.50'RT EP:2567.8 g EP:2570.89 X1/0 F�S�\ONAL 11 N j 2 LEG END �� 19524 PT,GB _ _ _ _ STA:7+30.38 / GB PROPERTY LINE � `04/10/20250 � s OFF:12.50'RT RIGHT-OF-WAY LINE tiFq - OF 2 2 \ ��� EP:2571.05 R�5 0 STA:7+73.58 _ _ _ _ Pq TRICK p IVV'� OFF:12.50'RT ADJACENT PROPERTY LINE \ \\\ \ PT EP:2571.92 EXISTING IMPROVEMENTS rl \ STAMP _ _ _ _ _ _ _ _ _ _ _ STA:7+37.69 � \ SAWCUT LINE (.0 V A A � OFF:29.51'RT GRADE BREAK N \ \ EP:2571.53 No. Description Date N \ \ \\ 9 STA:7+47.66 \ 4200 EXISTING MAJOR CONTOUR \\ OFF:40.50'RT � -42o'L EXISTING MINOR CONTOUR EP:2571.53 420 PROPOSED MAJOR CONTOUR \ \ N BLOCK \ 420 PROPOSED MINOR CONTOUR ME \ \ STA- +00.00 ME s� 1os \ \ \ \ \ STA:1+00.00 OF :12.50'LT \ s / \ \\ P:2567.16 OFF:12.50'RT \ \ o� / \ \ ABRE1/IATIO N S \ _ FOR EFERENCE ONLY- _ EP:2567.16 rp \ \ \ \ RO ENTRANCE TO B _ ` PT POINT OF TANGENT \ C NSTRUCTED UN R _ - _ \\ \ / \ \ -I SEPARATE P MIT i \ / \ \ 'U, ME MATCH EXISTING C \ \\ \ EP EDGE OF PAVEMENT V A / STA STATION VILLAGIO W \ \VAA \\ AY OFF OFFSET 7 0" \ I SS � w I Vim\ VA �\ o �I ��� A V I GRAPHIC SCALE IN FEET o i 0 15 30 60 ti0 Project Number RTti N/A ACCESS ROAD PLAN VIEW Date 7/18/2025 z O U) 2580 2580 N d m U O N O C C O .EE 2576 2576 � � _ - - - m EXISTING GRADE @ROADWAY U) LO CL N 3 •• J CL a WUJ m J N U 2572 co 00 0.50% 2572 - w � M N N Q O0 M J Cl) ( W m + � d c`o O N = J w a W 1.00% Y a 6 o .N UJ 2568 0.50% 2568 0 3 PROPOSED GRADE @ ROADWAY To UJ o 3 0 U v O 2564 2564 c - 0+50 1 0 2 0 3 0 4400 5 0 6 00 7 0 8 0 9+00 - O a � o O U) k c t0 O ACCESS ROAD PROFILE VIEW - VERTICAL SCALE: 1"=3' 06 0 m a n N w 3 0 s KEYMAP N .T.S, U L O � O C N rc U O r C m o >� d u 2- u° o F 'p^ c U1 -_ d N Z Q L i j� I LU W. COBALT DR o p 6 W u j Q CL v //" i ------ -- / J o 5 0 W w Lu m E d / /} Z Lu LU 0 / o � c p O I �--� •r-.� / // /� SHEETTITLE � c L Y CAUTION: NOTICE TO CONTRACTOR E �P P THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES � 1 � / w` � \v < AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I--- - ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION co • SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knmwtmn helm UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call boors you digi GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. AHLOUIST. 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL 1144 S. SILVERSTONE WAY SUITE 500 ' -257 _ \ N \ NOTIFY THE ENGINEER IMMEDIATELY. MERIDIAN, ID 83642-7381 4 � \ \ ' - \ 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. \ \ \ ENGINEER: ATLAS TECHNICAL CONSULTANTS, LLC ADDRESS: 2791 SOUTH VICTORY VIEW WAY \ \ \ B \ \ \ COPYRIGHT© 2024 OISE, ID 83709 PHONE: (208) 376-4748 \ DATE: APRIL 16, 2024 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT \\ \ \ O SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT 3 VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS Kimley ))) Horn MADE THAT ALL UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR \ \\ O \ PROPER LOCATION. C) E \ ��j 1100 West Idaho St.,Suite 210 O GB STA.1 3 \ 1 Boise, ID 83702 1 Tel. No.(208)845-0089 STAPT STA:14+26.79 OFF: 6. 'I \ x2� GRADING NOTES V OFF: 501T OFF:17.08'LT PT OFF:1 .50'LT EP:2577.39 EP: 7 3\ \ \ STA:11+09.24 EP:2 73.86 \ \ a j \\ �1 MATCH EXISTING. CONSULTANT 2 \ '� xo � s OFF:12.50'LT PT P EP:2573.60 STA: 1+61.05 STA:13+79. y- C ` ❑ DRAINAGE SWALE. SEE SHEET C7.00 FOR TYPICAL SECTION. T OFF:16.92 OFF: 2.50'L ' T ? w \ `� 2573 EP:2 74.12 PT PT EP:257 .70 STA:11+86.67 STA:13+54.09 �`� S 2 2572 2573 `sC OFF:12.50'LT OFF:12.50'LTS�8 Fn19524 EP:2574.37 .489+00 10+00 11+00LEGEND 2576 \ \ \ \ / Z 25 2574 2575 \ \ \\ / - - - - PROPERTY LINE 04/0/2025 73 �Sj 2574 �xp �. A V �� / JJ O J 2572 2573 \\ / RIGHT-OF-WAY LINE �yF9 A7OF 12+00 �5�� 13+ M - ADJACENT PROPERTY LINE U PT 2S>4 2577 ST :14+35.00 \ O / EXISTING IMPROVEMENTS STA:11+09.24 ;0 OF -18.70'RT STAMP OFF:12.50'RT ,��`'i 2g�3 EP: 577.83 \ \ / / - - - - - - - - - - - SAWCUT LINE Q EP:2573.60 I 1" � 2574 2575 � \ // / // No. Description Date GB \ a2oo EXISTING MAJOR CONTOUR GRADE BREAK � \ PT STA: 4+26.71 \ \\ I A / 2 STA:11+34.86 ti � OFF:12.50'RT PT PT Q PT OFF 18.26 RT \\ �� \ / -4201 EXISTING MINOR CONTOUR EP:2573.86 STA: +61.05 PT STA:13+57.19 o A:14+13.98 EP- 577.27 \ \ \� \ cn // // 420 PROPOSED MAJOR CONTOUR :12.50'RT STA:11+86.67 OFF:12.50'RT OFF:17.59 RT 1 \ \ \\ V EP:2574.12 OFF:12.50'RT EP:2576.51 EP:2577.12 \ \ \ \ / � / 420 PROPOSED MINOR CONTOUR I 1 1 \ \ \ \ // , / ABREVIATIO N S LC PT POINT OF TANGENT LO ME MATCH EXISTING I 1 � �, I I \ 6 � �/ 111 I // vv EP EDGE OF PAVEMENT 111 I - _ -2576 - - - I r I 11 �I STA STATION BLOCK 1 OFF OFFSET - - / � C I / //III � //I GRAPHIC SCALE IN FEET ZO o 15 30 60 Project Number _ � N/A ACCESS ROAD PLAN VIEW Date 7/18/2025 z O U) 2584 2584 > 0 d m U N 0-1 -It 0 0 m o (O (M N I'- + Lo L+ !7 V C'N 0 2580 > U,a "' 2580 CL U) Ln 3 N CO PROPOSED GRADE @ ROADWAY oo°/ UJ 0) co � C J_ ti N c J 2576 0- W 1.26% 2576 O 0 3 1.00% E a 0,50% o N U o EXISTING GRADE @ROADWAY T� 2572 - 2572 m c 3 O 3 UJ c E 10 U 16 2568 2568 9+00 10 00 11 00 12 00 13 00 14 00 15 00 15+27 a O O U) k C O ACCESS ROAD PROFILE VIEW 0 VERTICAL SCALE: 1"=3' a 0 N 3 s KEYMAP N .T.S, U L C N U O / / C m oa N a / /// j // 0 - / / - W. COBALT D ° LU / V LU > . CL N � i 0 WLU L Lu i w O \ \ \ - - -------- 0 I -- - - -- o --- 0 0 0 Q \ 1 i I O n II \ \•`- i'\ /- I v/ SHEET TITLE r•. _ CAUTION: NOTICE TO CONTRACTOR ! _--------- _` Y j ; ; P 010 P N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED i' 1 ---- • v" ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ° below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call boors you(lig GEN ERAL NOTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE AHLIQUIST. THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO 1144 S. SILVERSTONE WAY SUITE 500 COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE MERIDIAN, ID 83642-7381 SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE ELEVATIONS. O 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO COPYRIGHT© 2024 I O \ CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 16 EXIST. SSMH-1 I \ \ \ 30 FS \ \ 4. PROJECT SHALL COMPLY WITH ALL IDAHO DIVISION OF DRINKING WATER RULES AND 29 LF OF yC� MT' \ REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS 8" PVC @ 2.50% 3 / �\ \ 11 CONNECTION PREVENTION. 4\ \\ \ 5. PROJECT SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 165 LF OF / REQUIREMENTS. Kimley >> H o r n I _ � / \ � �� � O ° I 8 PVC @2.50% 6. ALL CONSTRUCTION IN THE CULINARY WATERLINE AND SANITARY SEWER LINE PIPE SSMH-2 2 _ _ _ — — — — — — 1+00 Ss—m SSMH-1 �x �'��� ZONE SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 1100 West Idaho St.,Suite 210 U) o �� \ REQUIREMENTS. I Boise, ID 83702 1 Tel.No.(208)845-0089 2 100 S 15 I aW w 20LF 2 I I BOW _ — _ - - I _ __ _ _ _ _ _ — SANITARY SEWER NOTES CONSULTANT 6 I 107 LF 3 � `8�w \\� 4 r J I I 160 LF 3 �_� \ \ O MAKE COMPATIBLE CONNECTION TO EXISTING SANITARY SEWER SERVICE STUB. m I t� \ \ CONTRACTOR TO VERIFY EXISTING SANITARY SEWER INVERT PRIOR TO Cn tQ i \ CONSTRUCTION. NOTIFY ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND. Ld ASS\ONAL fiy�i r , O2 FURNISH AND INSTALL 48" DIAMETER TYPE A SANITARY SEWER MANHOLE PER ISPWC �O� ��CENSFD OFF I ¢ v SD-501. RIM AND INVERTS PER PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF Q �' 91 LF OF 3 I I I 3 80 LF I 47`LF 3 \ 2� \ \ THERE IS ANY CONFLICT PRIOR TO PROCEEDING. f 8" PVC @ 2.50% 19524 B.O. O3 FURNISH AND INSTALL 8" SANITARY SEWER LINE PER CURRENT IDAHO STATE 04/10/2025PLUM0 I 101 I— 1 � � \\ � \�� � AND SBIOPE PER PLANNG CODE AND . OF OF MERIDIAN STANDARDS AND SPECIFICATIONS. LENGTH FgTF OF SSMH-3 2 I O I `S-' \ / PATRI0K I �' 13 \ �, 8 I \ \ \ STAMP _ _ ------ I I I w — — 3+15 I I BLOCK 1 z_ WATER NOTES No. Description Date I I I J 1 CONTRACTOR TO MAKE COMPATIBLE CONNECTION TO EXISTING WATER PIPE PER I I I 12 A = O ISPWC, CITY OF MERIDIAN, AND IDAHO STATE PLUMBING CODE STANDARDS AND SPECIFICATIONS. I 3 137 LF I I \ Q O2 FURNISH AND INSTALL 8"TEE, 8" GATE VALVE, 8" C-900 WATER LINE (LENGTH PER I I / ■ PLAN)WITH 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF I I I MERIDIAN SD-W13. I I O3 FURNISH AND INSTALL 8" C-900 WATER LINE PER CITY OF MERIDIAN STANDARDS AND 14 I I I / / SPECIFICATIONS. LENGTH PER PLAN. 30' I / I , ® FURNISH AND INSTALL 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) E30 I I I / � ■ Q��� PER CITY OF MERIDIAN SD-W13. I 3 I O FURNISH AND INSTALL 45' BEND WITH THRUST BLOCK PER ISPWC SD-403. too © FURNISH AND INSTALL 90' BEND WITH THRUST BLOCK PER ISPWC SD-403. FURNISH AND INSTALL 8"x8"TEE WITH (3) 8" GATE VALVES AND THRUST BLOCK PER i I I / ISPWC SD-403. I B.O. I ® FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD G\0 / DETAIL W8. LEGEND Project Number N/A ,D ___ _ I _ / Date 7/18/2025 PROPERTY LINE v EXISTING WATER LINE z w PROPOSED DOMESTIC WATER SERVICE O LINE S S S EXISTING SANITARY SEWER LINE SS SS PROPOSED SANITARY SEWER LINE U) GAS GAS GAS EXISTING GAS LINE E EXISTING ELECTRIC LINE > U y COM EXISTING TELECOM LINE PIRR PIRR EXISTING PRESSURIZED IRRIGATION LINE Q a GIRR GIRR EXISTING GRAVITY IRRIGATION LINE M 0 W Y 2576 2576 o U)m L N LU _ co co� 2572 KEYMAP N .T.S J Ez 2572 U I co LO 0) m (n N N I- N L�.I N Z Z O Y Nur) X > >> z �co W LEI — Z Z i 3 O ° 2568 Z o In N 2568 UJ LO \ L_, ° N w O o N + Lo�NH ��� W. COBALT DR. 3 w�I j I N .. 0)OL o cal N s �N� rO + 10I- N �ZZ I NZ� N� _ —O o > N Z Z �' ---------- --- _ i/ I I i _ 2564 cii � 2564 W? 0 U C I m — — — — — — — — — — E 1 EXISTING GRADE \ - - - - I o 2560 2560 Q 3 8" PVC WATER 8" PVC WATER o 3 U II 3 I, 9 OF 8 P V 2556 c 2556 a Soq I �P P z U U Q L o d O --.-- T 165 LF OF J Lu 8" pVC W 2552 2.Spq 2552 � O N W d u Y < U C U Q N Q E yy Lu C S m W 6 2548 29 LF OF 8" PVC ® 2.50% 2548 p Z L 3+15 3+00 2+00 0+00 U) N U) a 0 Q N m o Q SHEET TITLE c � U G C Q M o M � s > 3 GRAPHIC SCALE IN FEET N s 0 15 30 60 o _I N Q o m r NORTH ' 3 CAUTION: NOTICE TO CONTRACTOR 5000 -Ea THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING in a �E UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knmvduft helm UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd bdoM YW dig GENERAL N OTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE AHLIQUIST. THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO 1144 S. SILVERSTONE WAY SUITE 500 / COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE MERIDIAN, ID 83642-7381 / SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT / SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 1 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH / 301 LF PROPOSED FINISHED GRADE ELEVATIONS. 3 5 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO COPYRIGHT© 2024 SSMH-6 2 7 cJ CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4 — — — — — — — — — — — — — — — — — — — — 4. PROJECT SHALL COMPLY WITH ALL IDAHO DIVISION OF DRINKING WATER RULES AND - - - - - - -- - - - - - - -- \ 191 LF 3 — — — — — — — — — — — REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS B D 04 8„W m 8„W 8"W 8"W \\ CONNECTION PREVENTION. — m — — — 3+00 o — 5+00— \Ss SS \ 3 /�,, 5. PROJECT SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND o SS s cs I 8'�y \\ REQUIREMENTS. Kimley )) Horn I x00 CA/\\ // 6. ALL CONSTRUCTION IN THE CULINARY WATERLINE AND SANITARY SEWER LINE PIPE L — , \ ` ZONE SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 1100 West Idaho St.,Suite 210 30' 309 LF OF 4 I \\ REQUIREMENTS. I Boise, ID 83702 1 Tel. No. (208)845-0089 37 LF 3 I ESMT 8" PVC @ 0.65% 3 I HMO Al O I I — � SSMH-7 2 ��� 8ry� \\ / o i 8 / ���' SANITARY SEWER NOTES CONSULTANT \ / � v 20 LF 3 / , ', CS U O \) \ a� / ��0 O CONNECT TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR TO VERIFY O x \ O 00 EXISTING SANITARY SEWER INVERT PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF + I 191 LF OF 5% RECORD IF DISCREPANCIES ARE FOUND. 168 LF � N I 8" PVC @ 0.65/0 4 \ \ONAL EN � 8" PVC @ 0 650% 3 I 3 206 LF 8'�, 4 O FURNISH AND INSTALL 48" DIAMETER TYPE A SANITARY SEWER MANHOLE PER ISPWC Q�oF�S�GENSF��F�� SD-501. RIM AND INVERTS PER PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF 11 4 a S 5 THERE IS ANY CONFLICT PRIOR TO PROCEEDING. 4 19524 / 24 LF 2 V� / 04 10 2025 \ ° 2 3 FURNISH AND INSTALL 8" SANITARY SEWER LINE PER CURRENT IDAHO STATE J o / F 2S \ ° PLUMBING CODE AND CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. LENGTH icy �9TF w 4 i SMT 8 \ \ OF 4 7 AND SLOPE PER PLAN. qF pATRICK z SED 4" SANITARY R SERVICE. STUB J m 3 2 13 LF 10 5 / \ a \\ O UNLESS OS OTHERWISE HOWN.ENVERT PER PLAN AND CAP AT EDGE OF EASEMENT 00 / SSMH-8 2 O5 PROPOSED 6" SANITARY SEWER SERVICE. STUB AND CAP AT EDGE OF EASEMENT STAMP rJ7 UNLESS OTHERWISE SHOWN. INVERT PER PLAN. No. Description Date Q 23 LF 2 L o 9 ES FURNISH OF MER DIAND INSTALL 4" TRAFFIC RATED STANDARDS AND SP CF CAT ONS-OUT PER ISPWC SD-506A AND CITY �\ SSMH-5 2 + i / BLOCK 1 WATER NOTES \ co s° 77 LF 8OF % 3 I O CONTRACTOR TO MAKE COMPATIBLE CONNECTION TO EXISTING WATER PIPE PER \ 8" PVC @ 2.18% I 4 / ISPWC, CITY OF MERIDIAN, AND IDAHO STATE PLUMBING CODE STANDARDS AND SPECIFICATIONS. \ ° o — ��_— -- FURNISH AND INSTALL 8" TEE, 8" GATE VALVE, 8" C-900 WATER LINE (LENGTH PER PLAN) WITH 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF \ / MERIDIAN SD-W13. \ FURNISH AND INSTALL 8" C-900 WATER LINE PER CITY OF MERIDIAN STANDARDS AND \ 3 29 LF \ \ / SPECIFICATIONS. LENGTH PER PLAN. \ \ \ v ® FURNISH AND INSTALL 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) \ � VILLAGIO WqY \ `\ \cy�� PER CITY OF MERIDIAN SD-W13. 10"W FURNISH AND INSTALL 45' BEND WITH THRUST BLOCK PER ISPWC SD-403. \ _ 10"W \ / "SS _ \ \ / O7 FURNISH AND INSTALL 8"x8" TEE WITH (3) 8" GATE VALVES AND THRUST BLOCK PER o EXIST. SSMH-2 \ \\ ISPWC SD-403. \ IO \\ \ �p FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD DETAIL W8. Project Number N/A O9 FURNISH AND INSTALL 11.5° BEND WITH THRUST BLOCK PER ISPWC SD-403. Date 7/18/2025 LEGEN D — — — — PROPERTY LINE EXISTING WATER LINE U) W PROPOSED DOMESTIC WATER SERVICE LINE \ S S S EXISTING SANITARY SEWER LINE /� SS SS PROPOSED SANITARY SEWER LINE 2580 2580 0 m GAS GAS GAS — EXISTING GAS LINE M E E EXISTING ELECTRIC LINE W COM EXISTING TELECOM LINE T W po PIRR PIRR EXISTING PRESSURIZED IRRIGATION LINE ZLn n GIRR GIRR EXISTING GRAVITY IRRIGATION LINE J rM N 3 2576 W ^�'�� c=j 00 r- 2576 Cy)1Ln 0n I�I� Q Q/� /N_ UJ N ^ L V 1 0- + �N� _ - - - - - - _ "-0 KEYMAP N .T.S _ _o o N EXISTING GRADE _ _ I �O � W _ _ - -_ — � �ZZ �� Z00 _ - - _ - - _» E Z 00� _ — _ ( �ZZ T 2572 _r 00 — — 2572 (0N ��L0 — Y W NNu7 I��(4 i �(n (n ��N (O + U)N� i � co I N UJ ° 00 _ V) — z W. COBALT DR. 3 N I Nz0 �_�� o .3 LQ N Z Z '_---- _ �0 �» �ZZ N N —— / PROPOSED GRADE T — I 5 V) (.0 2568 N + Ln N N 2568 i i Q 3 I__: ZOO (n >> > WATER / X Z i o - - - g PVC i w m ,�( - - - " PVC WATER g PROPOSED 8"WATER 2 2564 MAIN cRosslNG 2564 ' i � �. 8„ PVC WATER m Q a WATER N PVC W PROPOSED 8' WATER w 3 MAIN CROSSING s 2560 2560 i o P U / G I _ .y o o �P oQ o w V — — �P o � Q „ PVC @ 0.65% I - z 2556 191 LF OF 8 o 2556 -- - - - i" - z o PVC @ 0.65% w 309 LF OF 8 W m J 0 y W a 168 LF OF 8" PVC @ 0.65% Y � � a 2552 2552 mUJ D 77 LF OF 8" PVC @ 2.18% In UJ _J J 2550 2550 UJ 0+00 3+00 4+00 5+00 8+00 8+50 Q N z CJ m 2 as Q a N m O n SHEET TITLE C U Q N o M M � � M � •- J 3 GRAPHIC SCALE IN FEET N c) s 0 15 30 60 /V� C CN m ° Y CAUTION: NOTICE TO CONTRACTOR J 10 6 a III, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING p d F UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES cn 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call wow you dig GENERAL N OTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE AHLIQUIST.- THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND (A HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO 1144 S. SILVERSTONE WAY SUITE 500 MATCH LINE SHEET C5.30 COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE MERIDIAN, ID 83642-7381 SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT I I \ SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. \\ \\ 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH I \ \ PROPOSED FINISHED GRADE ELEVATIONS. \ \ 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO COPYRIGHT© 2024 \\ \\ CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. imm I I \ 0 d,, 4. PROJECT SHALL COMPLY WITH ALL IDAHO DIVISION OF DRINKING WATER RULES AND o I \ \ /1- REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS + I \\ \ \ CONNECTION PREVENTION. \\\ \\ 5. PROJECT SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 400LFOF \ Kimley ))) Horn I I 3 8" PVC @ 0.63% \ \ � REQUIREMENTS. \\\\ \ \ 6. ALL CONSTRUCTION IN THE CULINARY WATERLINE AND SANITARY SEWER LINE PIPE \ \ ZONE SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 1100 West Idaho St., Suite 210 \ �� Oo REQUIREMENTS. I Boise, ID 83702 1 Tel. No.(208)845-0089 I I \ \ v \\ o IC1 SANITARY SEWER NOTES \ \ \ CONSULTANT LO MAKE COMPATIBLE CONNECTION TO EXISTING SANITARY SEWER STUB. CONTRACTOR \ \ S�y TO VERIFY EXISTING SANITARY SEWER INVERT PRIOR TO CONSTRUCTION. NOTIFY 52 LF OF 3 LF OF 8" PVC @ 1.19% 3 \ ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND. I 3 3 PVC @ 0.65% SSMH-9 2 I \ Os \ ASS\ONAL fN�� ILI \ \ O FURNISH AND INSTALL 48" DIAMETER TYPE A SANITARY SEWER MANHOLE PER ISPWC Q�O`� \YENSFD ILIo I SD-501. RIM AND INVERTS PER PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF O I q I \ \ /„ THERE IS ANY CONFLICT PRIOR TO PROCEEDING. M Y~ 19524 - - - - - -- - - - - - - - - - - - - - - - - - --- - - - - - - - - - � � O3 FURNISH AND INSTALL 8" SANITARY SEWER LINE PER CURRENT IDAHO STATE 04/10/2025 9+00 10+00 11+00 (� 4 20' � \ ��' O PLUMBING CODE AND CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. LENGTH J>-/ W w S S — �S S -M ESMT A \ AND SLOPE PER PLAN. �9F� pFTOF �23LF Z 8"W 8"W 8"W 8"W Bo I ,i // _ \ �l O PROPOSED 4" SANITARY SEWER SERVICE. STUB AND CAP AT EDGE OF EASEMENT J - - - - - 12+002+13 9 i \ \ UNLESS OTHERWISE SHOWN. INVERT PER PLAN. \ / STAMP I 4 I �� 8"� I- - - - - - - - - - - - - - - - - - - - - - - - - _ ` 3 57LF v �� WATER NOTES U cJ N - " — 8 \\ /� No. Description Date 2 12 LF 8 4 4 2 3 I \ 8 8 W \ �\ \ \ / / 1 CONTRACTOR TO MAKE COMPATIBLE CONNECTION TO EXISTING WATER PIPE PER Q I 35' 4 I \ - Bo -- - - - - - , - - - - - \, ���1, \ \ / / O ISPWC, CITY OF MERIDIAN, AND IDAHO STATE PLUMBING CODE STANDARDS AND ESMT ESMT 3 I 2 12 LF- I \ \ ,/ // SPECIFICATIONS. 4 5 L 20' I - \ \\ FURNISH AND INSTALL 8" TEE, 8" GATE VALVE, 8" C-900 WATER LINE (LENGTH PER 20' 3 142 LF 29 LF 3 3 17 LF / PLAN) WITH 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF ESMT ESMT \ \ / / MERIDIAN SD-W13. FURNISH AND INSTALL 8" C-900 WATER LINE PER CITY OF MERIDIAN STANDARDS AND 7 SPECIFICATIONS. LENGTH PER PLAN. 2 SSMH-10 \ \ � / U) / ® FURNISH AND INSTALL 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF MERIDIAN SD-W13. FURNISH AND INSTALL 45' BEND WITH THRUST BLOCK PER ISPWC SD-403. FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD DETAIL W8. FURNISH AND INSTALL 11.5° BEND WITH THRUST BLOCK PER ISPWC SD-403. K 1 ,/ ►, / LEGEN D BLOC ,/ , ► , - - - - / PROPERTY LINE /G C / EXISTING WATER LINE Project Number N/A PROPOSED DOMESTIC WATER SERVICE W LINE Date 7/18/2025 S S S EXISTING SANITARY SEWER LINE z SS SS PROPOSED SANITARY SEWER LINE GAS GAS GAS - EXISTING GAS LINE O E EXISTING ELECTRIC LINE COM EXISTING TELECOM LINE U) PIRR PIRR EXISTING PRESSURIZED IRRIGATION LINE GIRR GIRR EXISTING GRAVITY IRRIGATION LINE N c0 U O C t0 O TF E Y o U)m 2584 2584 Lli c 2580 2580 KEYMAP N .T.S J o 0 N LLJ Z �N 0 T N _N 00 00 z N o z 2580 2580 �LnLn 0 E w w0 nf W + IN :3 oLj N - c + N I NZZZ _ � � - NN00 / 2576 v 00 r i v�i z 2576 Q N ao ao /� / �.�..� W. COBALT DR. ~ QN E»> Q LnL — QH ..- - - - - - —ZZZ � (n � �� �N - � (n — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — + N O NH - - T 3 I N .. ..� / - t EXISTING GRADE 2576 zZ� 2576 - 3 PROPOSED GRADE 0 2572 2572 - - - - - - - - - - - - - - - - i ! ///�/� W c EXISTING GRADE i 1 U z73 i \ 2572 2572 0 i E WATER PVC / z k " WATER 8 PROPOSED GRADE -- - - - - - - - - - i 0 2568 8 PVC 2568 � 1 �-t ^ y 7 \ c J 2568 2568 _ � -----------J I V U I x G2564 2564 i P - _ o �I P o `n 2564 2564 I-- - - - a o z - Jo z o Lu J o 2560 4 2560 a w a 383 LF OF 8" PVC © 0.65% o -_ 7 52 LF OF 8" PVC @ 1.19% 2560 4 2560 = U Q o OJO U) y a Ui n W 0 J 2556 2556 2558 2558 z s 8+50 9+ 12+00 12+23 4+50 5+00 6+00 6+40 a c� N o O n SHEETTITLE C U Q N o co J r GRAPHIC SCALE IN FEET z0 N c s 0 15 30 60 ml 2 Y E CAUTION: NOTICE TO CONTRACTOR 5o ■ 20 4i -E I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING p a F UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES c^ AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Kim vdian below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call twom WUdig GENERAL N OTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE AHLIQUIST. THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO 1144 S. SILVERSTONE WAY SUITE 500 COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE MERIDIAN, ID 83642-7381 SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE ELEVATIONS. 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO COPYRIGHT© 2024 CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. / O 4. PROJECT SHALL COMPLY WITH ALL IDAHO DIVISION OF DRINKING WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. 8"\�J 5. PROJECT SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND Kimley )) Horn REQUIREMENTS. 7777t=W 8„W W COBALT DR 8 W 6. ALL CONSTRUCTION IN THE CULINARY WATERLINE AND SANITARY SEWER LINE PIPE 8"W 8"W 8"W SS ZONE SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 1100 West Idaho St.,Suite 210 O REQUIREMENTS. I Boise, ID 83702 1 Tel. No. (208)845-0089 SS SANITARY SEWER NOTES CONSULTANT ——— — ——— — —————— - ——— O2 FURNISH AND INSTALL 48" DIAMETER TYPE A SANITARY SEWER MANHOLE PER ISPWC SD-501. RIM AND INVERTS PER PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF s� — ' �� - - - - - - - - - - - - - - - 711L - - - - - - - - - - - - - - - - - — THERE IS ANY CONFLICT PRIOR TO PROCEEDING. ————— — — - —— — ———— — — — — — _ - - - - - - - e — — 1 -- - - — _ < FURNISH AND INSTALL 8" SANITARY SEWER LINE PER CURRENT IDAHO STATE �OF� \GENSF /�F& PLUMBING CODE AND CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. LENGTH Q b ------ I — — —I — I I AND SLOPE PER PLAN.2 19524 I O4 PROPOSED SANITARY SEWER BUILDING CONNECTION. STUB AND CAP WITHIN 5' OF 04/10/2025 PROPOSED BUILDING FOOTPRINT. INVERT PER PLAN. SEE PLUMBING PLANS FOR CONTINUATION. qF pATRI OF OPROPOSED SANITARY SEWER BUILDING CONNECTION. STUB AND CAP WITHIN 5' OF PROPOSED BUILDING FOOTPRINT. INVERT PER PLAN. SEE PLUMBING PLANS FOR CONTINUATION. STAMP I No. Description Date 1 0 N (::2 Ld BLOCK 1 I 3 U WATER NOTES I \ I O1 CONTRACTOR TO MAKE COMPATIBLE CONNECTION TO EXISTING WATER PIPE PER ISPWC, CITY OF MERIDIAN, AND IDAHO STATE PLUMBING CODE STANDARDS AND SPECIFICATIONS. CTO O2 FURNISH AND INSTALL 8" TEE, 8" GATE VALVE, 8" C-900 WATER LINE (LENGTH PER PLAN)WITH 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF / I MERIDIAN SD-W13. / I W \ 4 190 LF OF 4 z N, I— — — — — — 8" PVC @ 0.60%� J LEG EN D \ S j —T— 1+00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — I � s 2+00 3+00 U PROPERTY LINE \ L — /- - - - - - - - - s l— 4+00 EXISTING WATER LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - S�—`� CO—ASS S CC 2 SSMH-12 - - - - - - - - - - - - - - - - - - - - - w G _ yy PROPOSED DOMESTIC WATER SERVICE SSMH-11 2 - - - - - - - - - - - - - - - - LINE S S— EXISTING SANITARY SEWER LINE \ I SS SS PROPOSED SANITARY SEWER LINE Project Number N/A 17) GAS GAS GA` EXISTING GAS LINE Date 7/18/2025 \ E EXISTING ELECTRIC LINE COM EXISTING TELECOM LINE \ PIRR PIRR EXISTING PRESSURIZED IRRIGATION LINE \ I GIRR GIRR EXISTING GRAVITY IRRIGATION LINE O CID � I C m U O Em 0 Cf) E Y o Y m 3 3 2584 2584 m LU J KEYMAP N .T.S _ m U N a C c 2580 2580 o Y W O Z O N c Jo + LU \I 0 s U • 3 Q — - - w ~ QN s 2576 w � 2576 LO N CD ///j�//j//�j Q In j � U o � + N �' // /� -------- ------j N N O N I N z 0 _ UJ L TT O r 1 U I N _» _ _ _ _ - - - - - - - _ I (n �z - - — — % -- - - - — { 2 — — GRADE 2572 — — 2572 0 _ / 3 O -- / J \ W O N o N co o --L -- 1------------� i, s 2568 2568 U o Q 0 � P Z V o a Vpv\ o z 2564 4 2564 a z o 190 LF OF 8" PVC © 0.60% J w w w dN 400 LF OF 8" PVC O 0.63% U 2560 2560 U Q o mUJ � � o � _J J 2558 2558 UJ 8+88 1+00 2+00 3+00 4+00 4+58 a N z CJ m x as Q a N m O n SHEET TITLE C U Q N o M M � � M � •- J 3 GRAPHIC SCALE IN FEET >— 0 15 30 60 N U s o _I u N O o m Y NORTH ' 3 Y CAUTION: NOTICE TO CONTRACTOR J U 30 6 a III, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING p d F UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES cn 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call wow you dig AHLOUIST. PU RDAM DRAIN IRRIGATION LINE PLAN 1144 S. SILVERSTONE WAY SUITE 500 MERIDIAN, ID 83642-7381 ao i COPYRIGHT© 2024 Kimley ))) Horn / � ° / 1100 West Idaho St.,Suite 210 00 / / �i / / Boise, ID 83702 Tel. No.(208)845 0089 — / ` CONSULTANT �J 10 ��`J 2 PROPOSED WATER LINE o a g GI BOX 02 / o o GI BOX-03 °° N STA:4+68.67,O.00LT 0o STA:0+68.67,O.00RT - '— o RIM:2559.12 p I n m RIM:2561.10 1 o INV IN:2554.51 8 W 8 W - 8 W J 8 W 8 W INV OUT:2554.51 I / a n52 \OILa INV IN:2552.53 - - - - - - - - - - - - - - - - - - - - l3 INV OUT:2552.53 - bQ - - - - - - - - - - / w30 - -- -- - - 1+00 - - - - - 2+00 - - - - - - -- - - -3�00 00Q4 00 5+00 6+00 (6 7+00 8+00 / 9 0 / +00 071 - 19 2567.36 - - — — — — 0 — — — — — — — — - _ -- -- -- — - - - _ - - - - -- - U) w - j } - - a - - - - -- -- - - - - - - - - - - - 2566.01 - \ H w � ¢ 69 LF OF 72" @ 0.47% - - - - - - - - - - - - - 400 LF OF 72" @ 0.50% 4 - _ 2 w oo __ - - - - - - - - 2568.39 - - 2567.51 400 LF OF 72" @ 0.50/o ¢ \ 1 / - - ° 0 21 LF OF 72" @ 1.35/0 4 9 QF (v 2562.61 � U �n _ � Q - - -- - -- -- - - � A / pATRICK �5 - - GI BOX-01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -v - - _ - - - - - - - - - - - - - - - - - - - - -7 7 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / ------ —-------------------STA8+6867OOOLT - STAMP - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — —�j - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIM:2563.09 - -� — /1 w I V INV OUT:2556.51 \ EXISTING SEWER LINE J C-� �, \ / ' No. Description Date \ M LU w PROPOSED SEWER LIME - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -er - -\- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � z I ' \ (20 \� / � A / S�O / PROPOSED WATER LINE \ PU RDAM DRAIN IRRIGATION LINE PRO R LE Project Number N/A Date 7/18/2025 z 0 U) J O PROPOSED INTERIM SURFACE o � � o Lo O M N X ++ LO _ c O CDQNp Q m O (n � Z N O In Q O V Ln No 00 Ln N m O X � LnNo 0 o Ln O � N ? > i. INto � m > g UJ O C' NIn ZZ Y 0 CD aj M N 0 X + LnND pON ? p Cn _ m m > > j Z Z 0 U. 3 UJ 0 a m JN q 0 21 LF OF 72 @ 400 LF OF 72" @ 0.50% 3° a 400 LF OF 72" @ 0.50%76 N UJ z o m 69 LF OF 72" @ 0.47% - - _ - - - - - 3 3 5 0 c E 10 -O U � - N � - N 2 a LO M 00 N N 00 LO 00 M P- K m N N cysL0 M Ln L0 LO Ln L0 LO LO 3 `o Lfl Ln Lf� Ln L(� Lf� Ln L(� Lf� Ln L(� - o U) L0 Ln L0 Lr) Ln L0 Ln Ln L0 Ln Ln N N N N N N N N N N N a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0 Q - 3 � - L O � - C N GRAVITY IRRIGATION NOTES LEG EN D �1 CONNECT TO EXISTING IRRIGATION PIPE PER ISPWC AND NMID STANDARDS AND // — — — — — — — PROPERTY LINE LJ_ JSPECIFICATIONS. COORDINATE WITH NMID. — a o RIGHT-OF-WAY LINE �2 CONSTRUCT 7'x7' CAST IN PLACE GRAVITY IRRIGATION BOX WITH HINGED BOX COVER. / — — — — ADJACENT PROPERTY LINE10 L" SEE SHEET C7.00 FOR BOX AND LID DETAILS. w EXISTING IMPROVEMENTS 0 N �3 INSTALL HEADWALL. SEE SHEET C7.00 FOR DETAIL. / U y / N IRR IRRIGATION PIPE ® INSTALL GRAVITY IRRIGATION RCP CLASS 3 PIPE. LENGTH, SIZE, AND SLOPE PER / ° 4200 EXISTING MAJOR CONTOUR PLAN. ° — — — — — c -4201- EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOURLU > N 420 PROPOSED MINOR CONTOUR Lu D_ p 5 ° Ur N m ° 2 o a / p SHEETTITLE U / rc t / 21 LF OF 72" @ 1.35% _ _ _ _ _ _ _ - - _ - - _ _ - - _ _ - - GRAPHIC SCALE IN FEET J / 0 15 30 60 Y CAUTION: NOTICE TO CONTRACTOR U N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING li UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES t^ AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION / SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knmwtmn helm UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call boors ywdig PRESSURE IRRIGATION CONSTRUCTION NOTESAHLOUIST. \ \ \ ❑1 CONNECT TO EXISTING PRESSURE IRRIGATION PIPE PER ISPWC STANDARDS AND 1144 S. SILVERSTONE WAY SUITE 500 SPECIFICATIONS. O 3 \ MERIDIAN, ID 83642-7381 / \ / 4 \ \ ❑2 INSTALL 8" PRESSURE IRRIGATION PIPE. / �� \` \ \ \ ❑3 INSTALL 2" IRRIGATION SERVICE. INSTALL 33.5° BEND. \ \ COPYRIGHT© 2024 / \\\ \\ 8 \ \ ❑5 INSTALL 60' BEND. INSTALL 11.5° BEND. a INSTALL 8"X 8" X 4"TEE. Kimley )) Horn INSTALL 4" PRESSURE IRRIGATION PIPE. O ❑ \/\ \ ❑9 !!!PURDAM DRAIN LINE CROSSING!!! CONTRACTOR TO MAINTAIN 18" MINIMUM 1100 West Idaho St.,Suite 210 SEPERATION. I Boise, ID 83702 1 Tel. No.(208)845-0089 / !!!CAUTION!!! UTILITY CROSSING. CONTRACTOR TO MAINTAIN MINIMUM SEPERATIONS. c� CONSULTANT P - � OVAL S\ E Sj/ \CENS- OFF 19524 04/10/2025� i / STAMP No. Description Date SS � \ //// � /\ i / Project Number N/A Date 7/18/2025 f PRELIMINARY / � PROPOSED SITE PLAN / 011> 0 U) A > / // - - - - 2570- - - W I / / U) // LLI / \\ \ \ oSS \ // o F 76 v V1 \ UJ�,. ` s I 12 RE I RRI GAT I O N NOTES T FS J 10 O i U N / / / 1. ALL VALVES, FITTINGS, AND APPURTENANCES SHALL HAVE THRUST a - - - - - - - - - - -/ - - - 3- - - �3I c \�� — BLOCKING PERISPWCSD-403. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — 9 _ / 2. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE CONTROL CABLE IN W / o ` — THE PRESSURE IRRIGATION MAIN TRENCH, TWO INCHES ABOVE THE E -- — — — — — — — — — — — TOP— — — — — �\ TO 3 TOP TOP TOPEC'R TOP P TOP TOP — — TOP — — — TMD O — \ — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ION - - -- - - - - — —� — — — — — — — — _ — — -. \ / PIPE CONTROL CABLE SHALL RUN FROM THE CONTROLLER LOCATION 3 3 — - - - - - - -- __— _ — - - - - - - U) - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — _ — — _ — - _- - �/ <— — — i TO EACH COMMON LOT SERVICE LOCATION PROVIDE A 24" LONG — — — — /—_ CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX INSTALL — — — — — — — — — — T� TOP TOP TOP TOP TOP T TOP TOP P — TOP TOP — — TOE — — — — TOP TOP CONTROL CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED Q — — — — — — y— - - — — — — — — — — — — — — — - - - - - - - - - - - AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH ,( — �� — S� _ WATER PROOF CONNECTORS. COORDINATE THE 2-WIRE CONTROL Q n 3 _ _ / \\ — — — _ �1�3 CABLE INSTALLATION WITH THE DEVELOPER. 03 �03 ��� 21�3 NO3 J03 ?�03 H0 J�3 ?�01 _ �� \ — 2103 -RW - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEO v -RNV LEG F]V D q 2- \ V A / S / PROPERTY LINE Q RIGHT-OF-WAY LINE ADJACENT PROPERTY LINE UJ LU EXISTING IMPROVEMENTS Lu \ / U / \ 15 I \ \ 13 / \ `\\ / / PIRR PRESSURE IRRIGATION PIPE —4200 EXISTING MAJOR CONTOUR o \ r O 4201 EXISTING MINOR CONTOUR \ \ « / \ w 4200 PROPOSED MAJOR CONTOUR w 4201 — PROPOSED MINOR CONTOUR 0000 LU \,g\ P \ \ / / \ 0 � \ \ .01 c� Q c GRAPHIC SCALE IN FEET o 0 30 60 120 0 o a / / / SHEET TITLE vi \ \ \ / //✓' // \ 100, 1000, 14 �/ Y � 0 CAUTION: NOTIC��O CONTRACTOR � / j / /i �// / \ o 700 N THE CONTRACTOR IS PECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING / Zi �i / / / / j J/ \ / / li UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES / s , i i // / \ 3 AND,WHERE POSSIBLE,fJhEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED i o ON AS BEING EXACT OR C0NPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION \ i� f / �// /\ / SHEET NUMBER CENTER AT LEAST 48 HOURS kFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE �D \ /� , i \// // \ / UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING VA�� '� UTILITIES WHICH CONFLICT WITH 1)4E PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. / / AHLIQUIST. 1144 S. SILVERSTONE WAY SUITE 500 10 _ _' _ -11 =1�I�L-III MERIDIAN, ID 83642-7381 8 11111 _ _ �� `�..-: .•; : . ICI ll f ...=III-IIL4. ^ PROVIDE 1" PICK HOLE IN LID II IIJJ `� - III�IIII FINISHED SEE STD. DWG. W11 WATER -III=1 -III-III=11- JIB III-III COPYRIGHT© 2024 FOR VALVE BOX AND III=111-III=III -III GRADE LID INSTALLATION MANHOLE 12" X 6" CONCRETE COLLAR WITH (2) #4 REBAR HOOPS VERTICAL BEND DETAIL 2 III-I - =III= III=III LID & RING 12" OR FIBRILATED CONCRETE. II - , IIII�IIII Ill III III a . T� I - �'� I I� III=III =III 4 4 d �a d - d - - II,. .I�.. I 8 �Illlll 3 IIIIII III • e d 4a.. a . ' a -11 II !!lI�I- TYP. BEND DETAIL _ _ DO NOT LOCATE IN CONCRETE 4 OR 6 1 BLOCKING ' GRADE RING 7 II�II�II III! 7 2.00 2.00 1 LEGEND > GRAVEL GRAVEL ;. 11�111- - -II�III 1O FOR HORIZONTAL PIPE BENDS, BEARING Kimley > Horn ;A :; , 8 �JII= THRUST BLOCKS MUST PROVIDE 2500 P.S.I. SHOULDER SHOULDER CONNECT LOCATING ' II WIT III CONCRETE POURED AGAINST UNDISTURBED III-III-_ EARTH PER TABLE 1. 4.00' 4.00' 12.50' 12.50' 4.00' 1 4.00' 1 WIRE & GROUNDING REDUCER '' `' III III O FOR VERTICAL PIPE BENDS, GRAVITY THRUST 1100 West Idaho St.,Suite 210 CL-TO-EP I CL-TO-EP IRE WITH WIRE NUT 5 6 III=III- THRUST BLOCKS MUST PROVIDE A VOLUME OF I Boise, ID 83702 1 Tel.No.(208)845-0089 4 CONCRETE POURED AGAINST UNDISTURBED EARTH 3 '• 11�111 WHICH IS SIZED FOR EXPECTED FORCES WITH A LOCATING WIRE, _9 III- 1 MINIMUM 1.5 FACTOR OF SAFETY. C(/ �,� RO L D, TO 3 I=I II=III=II�III=III=11�1I1 EXTEND Q N0. 12 COPPER FINDER WIRE, SEE SD-514 FOR 4 2% SLOPE 2% SLOPE v� GROUND) 5 III-IIPLUGI DETAILI SPLICING. CONSULTANT � 4O C.I. VALVE BOX WITH COVER. G V16 C.I, GATE VALVE (M.J.). 3• F�� 1 = - 111PRECAST BLOCK FOR CUT IN TEE AND VALVE OR WATER 8 1 - - -TEE _ CAST IN PLACE WITH 2 1/2" 0 MIN. REBAR. 3" ASPHALT PAVEMENT PIPELINE 4 9 I 11= 8 O TRENCH SIDE. SS\ONAL EjyG I OF 3/4"-MINUS CRUSHED 1' ROADSIDE BORROW o zTl� ^�,/ 'N\ IlI�I1Ll 8 PIPE DITCH TYP BOTH SIDES AGGREGATE BASE rill f�-ill III �' �• -III C -. 25 OF 6 -MINUS PIT RUN :;:.;;4J :' .ix� lt `:yA==".cti .. .>;•... = 6 ® PLUG. 3 10 ? 7r"- ;fz"-ii ; �� 111=III-11�1 I- HAMMERHEAD THRUST BLOCKING. g524 1'-6' OVER COMPACTED SUBGRADE APPROX. 6" DEEP 9 04/10/2025 MIN. 11 ANCHOR BARS 1 2 0 MIN. s� 2 ° 3/4" WASHED VALVE ANCHOR DETAIL _ ( / �y qTE \,;) VALVE SUPPORT 3 AGGREGATE q OF �c SOLID PRECAST TABLE i IIII - =III-1 F CONCRETE BLOCK PRE-CAST CONCRETE LEGEND -III 11= 1' X 1' X 2" THICK 2 1/2" GRADE RING THRUST AREA FOR HORIZONTAL BENDS*** iil�lll gTRICK -! -III- NOTES: 1 MAIN SIZE MJ TAPPED PLUG W/ 2" IRON PIPE THREAD OUTLET SOIL BEARING PRESSURE =2000 PSI q ANCHOR ALL VALVES CONNECTED TO P.V.C. TO SUPPORT VAULT WORKING PRESSURE RATING =150 PSI TEE DETAIL O PIPE AS SHOWN. MAGNESIUM 3 x 2" GALVANIZED THREADED NIPPLE SAFETY FACTOR -1.5 STAMP MINIMUM SQUARE FEET OF THRUST AREA B COVER BOLTS AND FLANGES WITH PLASTIC GROUNDING Q MAIN SIZE GATE VALVE (MJ} ONTO UNDISTURBED EARTH* TO PROTECT FROM CONCRETE ADHERENCE ANODE ® 2" GALVANIZED - 90' THREADED ELBOW PIPE TEE, PLUG 90' 45' 22.5, 11.25' DURING CONSTRUCTION OF THRUST BLOCKS. No. Description Date NOTES Q 2" GALVANIZED PIPE SIZE OR VALVE BEND** BEND BENDS OR REDUCER C SEE CHART FOR MIN THRUST BLOCKS 3 0.8 1.1 0.6 0.3 BEARING AREAS. 1. JOINT RESTRAINTS TO BE PROVIDED ON LAST © 30"0 CMP OR 30"0 TRAFFIC RELATED HDPE METER VAULT 4 1.4 2.0 1.1 0.6 THREE STICKS OF PIPE, AND VALVE. " 6 3.2 4.5 2.4 1.2 © ALL CONCRETE TO BE 2500 P.S.I. Q7 2 THREADED FIP x ALUM. KAM-LOC QUICK COUPLING MALE STRENGTH POURED AGAINST UNDISTURBED 2. REPLACE ALL 2" PARTS WITH 4" PARTS TO MAKE ADAPTOR (NO CAP) a s.7 8.0 4.3 2.2 EARTH. 4" ASSEMBLY. ® JOINT RESTRAINT 10 8.8 12.5 6.8 3.4 O9 GROUNDING WIRE 12 12.7 18.0 9.7 5.0 0 PROVIDE 6 MIL POLYPROPYLENE BETWEEN 14 17.3 24.5 13.3 6.8 FITTINGS AND CONCRETE. REVISED JANUARY 2024 16 22.6 32.0 17.3 8.8 O NOTIFY ENGINEER FOR ANY CONDITION OR 18 28.6 40.5 21.9 11.2 PIPE SIZE NOT INDICATED. CITY OF MERIDIAN �! �� STANDARD DRAWING NO. * MUST BE INCREASED BASED ON DIFFERENT CONDITIONS (HIGHER D ALL BLOCKS 70 BE CENTERED AROUND SUPPLEMENTAL 2 or 4 BLOWOFF ASSEMBLY WORKING PRESSURE OR LOWER SOIL BEARING STRENGTH). O PIPE SPRING LINE. SPECIFICATIONS W13 QR TEE ACTING AS A 90' BEND.To THE IDAHD STANDARDS FOR WITH GATE VALVE «"THRUST BLOCK DEPTH TO BE A MINIMUM OF 12" FOR PIPE SIZES 3"-8" PUBLIC WORKS CONSTRUCTION AND 18' FOR PIPE SIZES 10"-18" OR THE SQUARE ROOT OF THE REQUIRED BEARING AREA, WHICHEVER IS GREATER. 2020 IDAHO STANDARDS THRUST BLOCK AND STANDARD DRAWING FOR I PUBLIC AND DETAILS No CONSTRUCTION SD- 403 ACCESS ROAD TYPICAL SECTION SCALE: NTS ) 2" BLOWOFF ASSEMBLY SCALE: NTS THRUST BLOCK AND DETAILS SCALE: NTS NOTE: Project Number N/A REF. GRAVITY IRRIGATION PLAN & PROFILES FOR Date 7/18/2025 ELEVATION INFORMATION 8'-2" 4 FT. OR GREATER DEPTH, 7' O -9 7 PIPE DIA. � 24" p o p S v < '0 01 I I 11 72" OUT 900• �\ LO LO p U) �I A o U LEGEND " z 1 % / 10 CONCRETE COLLAR IN PAVED STREET SECTIONS 0 � r I 24 PER SD-508. o p° I 0 1G' , O2 GRADE RINGS GROUTED WATERTIGHT IN PLACE. p 4 \� Iti � �' NOT TO EXCEED 21" FROM FINISHED SURFACE E TO TOP OF CONE. v u I I 3O PRECAST MONOLITHIC ECCENTRIC CONE p O o PULL HANDLE 7 SECTION. (REBAR NOT SHOWN). 9 LOCA T1ON TO BE ON 0 [� RAMNEK OR APPROVED GASKETS ALL JOINTS. \O° • O O p :72 IN ACCESS ROAD SIDE OF m O PROPERLY ALIGN ALL INTERIOR JOINTS. o % ° p° v p 80X U) OUTSIDE BOX 5# EXPANDED METAL TOP. PLAN © PRECAST CONCRETE MANHOLE-BARREL SECTION p v o 12" DIMENSION - 2" REINFORCE IMTH CROSS N.T.S. (REBAR NOT SHOWN). BARS /�p�+ a m 7U PRECAST GASKETED HUB RING OR RUBBER UJ N GASKETED COLLAR-FLEXIBLE AND WATER TIGHT. o y 12" 10 g g O REPLACEMENT SURFACING TO MATCH FLUSH WITH 7"-THICK 12" m EXISTING SURFACING (AC SHOWN). WALLS MIN. bAAAAAAA N ® FRAME TO BE GROUTED TO GRADE RINGS. (TYP.) O 24' DIA. 10 FRAME AND COVER PER SD-507. Z O 0 i1 MANHOLE STEPS, SEE NOTE H. Q __ _ n1 z 1 12 CAST IN PLACE MANHOLE BASE. SEE SD-501A FLOW - �� ^� FLOW 4" (MIN.) .• iq 2 FOR PREFABRICATED BASE. 0AAAAA/ o o N -^ 3 UJ 0 NOTES: p @ 4 O OPTIONAL PREFABRICATED MANHOLE BASE WITH a APPROVED PIPE CONNECTIONS MAY BE USED WITH 5 �L "� 3 ENGINEERS APPROVAL SEE SO-501A. ,I 7 /I 7 / 213 O.D. 1/3 O.D. 5 11 © PLACE VERTICAL WALL ON UPSTREAM SIDE OF c 6 48 6 MANHOLE, ROTATED 45 DEGREES. Z Z FINISHED GRADE EPDXY EYEBOLT PULL HANDLE DETAIL E ; © FOR DIAMETER, D, GREATER THAN 24", SEE d „. a X SD-502 OR SD-503. w ° EXPANDED METAL EMBEDDED 3" MIN. (4) 3/8"0 EPDXY ANCHOR " UP BOLTS ON ALL d FOR LOCKING PROVIDE w pO MANHOLE FRAME AND COVER: BOLT 4" LONG WITH 3" 6" (MIN.) , SHELF SLOPE %.• 7 A. REFER TO DRAWING NO. SD-507. 4 CORNERS ° 2" LONG x 1" WIDE MINIMUM EMBEDMENT AT EACH CORNER OF 1/3 D.D. W 1" PER FOOT B. FRAME AND COVER SHALL BE FLUSH WITH ., - SLOPE OF PAVEMENT. d OPENING PORTION OF LID. o „ :• O WHERE PVC PIPE 15 UTILIZED, INSTALL A RUBBER ° RING OR GASKET COLLAR WHERE THE PIPE IS IN ° CONTACT MATH MANHOLE BASE AND/OR MANHOLE FINISHED GRADE #4 REBAR 16 ON K CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL. CENTER BOTH U) p • NYLON LOCK NUT 3/8 X4 XS _ 6 6" WAYS SQUARE U BOLT a :• : `;d;..•r�.:,> O EITHER BASE ON SD-50i OR SD-5O1A MAY BE 7'Z USED WITH ANY MANHOLE DESIGN. W/ METAL STRAP 3 m 9" (MIN.) © PROVIDE MANHOLE CONCRETE REINFORCING TO MIN MIN d Q ACCOMMODATE TRAFFIC LOADINGS. a d n 3 4" TYPE 1 OH VERIFY NTH ENGINEER REGARDING LOCAL a BEDDING PREFERENCE ON INSTALLATION OF MANHOLE STEPS SECTION A-A PRIOR TO ORDERING MATERIALS OR INSTALLATION. 3 N.T.S. o ° U N @ 2020 o O o 2- IDAHO STANDARDS STANDARD MANHOLE STANDARD DRAWING - d d w FOR PUBLIC WORKS NO. ° U) a CONSTRUCTION TYPE A S D- 5 01 Z .. Q � T C O Z O UJ a G � Lu J 'N b ) ACCESS ROAD TYPICAL SECTION SCALE: NTS GRAVITY IRRIGATION BOX DETAIL SCALE: NTS IRRIGATION BOX LID DETAIL SCALE: NTS U Y o J w a Lu a � W t6 � J c Z s W UJ Lu c H � U) a c 0 & 2 -o Q � N ucm o SHEET TITLE c � U G C Q M o v � s CD m � s � 3 CAUTION: NOTICE TO CONTRACTOR U 800 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING �i a y in a �E UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING KnmvAmft belm UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd bd0M YW dig AHLOUIST. 1144 S. SILVERSTONE WAY SUITE 500 MERIDIAN, ID 83642-7381 COPYRIGHT© 2024 10' 0 0 0 0 0 0 Kimley ))) Horn 000000 o 0 0 0 0 o I l00 West Idaho Boise, D 37021 Tel.No.(208)845-0089 N 0 0 0 0 0 0 0 0 0 0 0 o CONSULTANT 72" RCP o o 0 0 N 0 0 0 0 0 0 N o 0 0 0 0 o \�EAN SF 19524 0 0 0 0 0 0 8 S' ti��gTF 2 025 OF 0 0 0 0 0 o qF pgTRICK MIN 10' OF 12" RIP STAMP RAP WITH DEPTH OF 24" BOTTOM AND SIDES No. Description Date )IRRIGATION HEADWALL DETAIL SCALE: NTS Project Number N/A Date 7/18/2025 z 0 U) U c N d @ U N E 00 @ O 2 _N E Y O m U) O L N LU L N N m U O N a C @ c o x @ Y a UJ c O m N - 3 O J @ c N 3 3 @ U U O N L O r U c O U 3 C O N 3 N m 0 d a N @ 3 L U 3 0 m U c @ (D @ O a 6 U Q U N N Z N Q H dO F T C Z O LUo a 2 o W LU N W d � I.- U) Y o JU Q � J L LU: c N LU 6 O Z L W H ac, LLI U) a 0 & - Q a N m CD Q SHEET TITLE c � U G C Q M o L CD m � s � 3 N C•I � 3 W m _ o CAUTION: NOTICE TO CONTRACTOR o y a THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 8010 in a �E UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knmvduft helm UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CW1 bdoM YW dig