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HomeMy WebLinkAboutCC - Plat SignedF - w w W w O U n .-0 Q U c I- o 0 J 0 Ir oQ O J -0 u c o C rn I � Cl - (A U I .. U wl r� H � M u 00 M O U LI: ._ a N 0 o .3 0 o% o F- H O eei J X o_ ju 01 M co W D E U O J a� u O) n E 01 44) D_ > LOc 0 N 0 0) o .- o m (3 N � \M ro % 41 2 F F - ¢Q oa uu SHEET INDEX 1.0 - COVER SHEET NOTES & SHEET INDEX 2.0 - PLAT SHEET 1- CONSTRUCTION COPY 3.0 - STREET PLAN & PROFILE 4.0 - STREET PLAN & PROFILE 5.0 - PAVER DETAILS 6.0 - SITE DETAILS 7.0 - UTILITY PLAN - LINE A & C 8.0 - UTILITY PLAN - LINE B 9.0 - PRESSURE IRRIGATION PLAN 10.0 - STREET LIGHT PLAN GENERAL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), 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 SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE 6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFIWNG TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 8. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 10. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHT, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 11. TAKE ALL LOT DIMENSIONS, EASEMENTS AND CERTAIN OFF-SITE EASEMENTS FROM THE PLAT OF VICENZA COMMONS SUBDIVISION NO. 2. 12. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 13. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 14. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 15. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 16. THE DESIGN ENGINEER SHALL SUBMIT RECORD AND ELECTRONIC DRAWINGS TO THE PUBUC WORKS DEPARTMENT AS PRESCRIBED IN THE MSSD SECTION 1.2.J.3 BEFORE FINAL APPROVAL IS GIVEN TO THE PROJECT. 17. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. 18. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 19. ANY COMMON LOT CONTAINING PUBLIC WATER OR SEWER MAINS SHALL BE FENCED AT THE LOT LINES 20. QUANTITY AND PLACEMENT OF STREETLIGHTS ARE CONTINGENT UPON THE ELECTRICAL DESIGN BY IDAHO POWER COMPANY. THE ELECTRICAL CONTRACTOR WILL BE PROVIDED A STREET LIGHT MAP BY THE MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENT, WITH THE ISSUANCE OF AN ELECTRICAL PERMIT. 21. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 PRIOR TO FINAL APPROVAL OF THE PIPELINE INSTALLATION. 22. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 23. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 24. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL I A INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CL CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE LEGALLY DISPOSED OF OF SITE. 25. BACKFILL OF LOTS AND/OR RELOCATED LATERALS SHALL REQUIRE INDEPENDENT SOILS TESTING LABORATORY. TO VERIFY BOTTOM OF EXCAVATION PRIOR TO THE PLACEMENT OF STRUCTURAL BACKFILL TO ENSURE THAT UNSUITABLE SOILS HAVE H AT A ONE FOOT OF VERTICAL LIFT AND EVERY 500 FT. BEEN REMOVED. COMPACTION TESTING SHALL BE DONE EACH HORIZONTALLY. TESTING LOCATIONS TO BE ALTERNATED TO ENSURE UNIFORM COMPACTION ON EACH DEVELOPED LOT. ENGINEERED BACKFILL TO BE COMPACTED TO A MINIMUM OF 90% OF MODIFIED PROCTOR PER ASTM D-1557 OR 95% OF STANDARD PROCTOR PER ASTM D-698 TEST RESULTS TO BE SUBMITTED TO THE CITY OF MERIDIAN BUILDING DEPT. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. 26. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPOES PERMITS, FILING ANY N01'S, AND PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP)IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY. CONTACT THE EPA AT 208-334-9489 FOR THE REQUIRED INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, AND A COPY MAINTAINED ONSITE. 27. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUND -WATER SHALL BE A MINIMUM OF 3. CONTACT DESIGN ENGINEER FOR A REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE -DESIGNED FACILITY SHALL BE APPROVED BY ACHD. 28. DRAINAGE FACILITIES, UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE REPLACED OR RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE 29. ABANDONED BUILDINGS, TEST PITS AND WATERWAYS WITHIN THE CURRENT RIGHT OF WAY OR FUTURE RIGHT OF WAY SHALL BE REEXCAVATED TO NATIVE/UNDISTURBED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE OWNER AND ACHD A COPY OF COMPACTION TEST RESULTS. 30. SITE TOPOGRAPHIC SURVEY PROVIDED BY TEALEYS LAND SURVEYING, AND IS BASED UPON THE NAVD 88 DATUM. 11 991131 Ell 11000) 1 VOINA 011 ItAl 101 NOM Ity! 11 DER M�l 0, 1 =4 KOLOM I 1)] 1 L\TJ I 6)i I w\kl A PARCEL OF LAND ALL LOCATED IN SECTION 27 T.4N., R.1 W., B.M., MERIDIAN, IDAHO 2019 ROADWAY 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 3. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 4. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 5. PLACE ALL WATER VALVES, BLOW -OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. 6. CONTRACTOR SHALL COORDINATE WITH ACHD FOR PATCHING REQUIREMENTS IN THE EXISTING ROADWAYS. 7. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. B. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS, AND CONCRETE COLLARS, AND THE CONTRACTOR SHALL NOTIFY THE CITY OF MERIDIAN 24 HOURS PRIOR TO POURING CONCRETE COLLARS. 9. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. 10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WALL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 12 ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 101.05 OF THE LATEST EDITION OF ADA COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. 13. WHEN CONNECTING TO EXISTING ASPHALT THE CONTRACTOR SHALL SAW CUT 2' MIN. FROM THE EDGE O PAVEMENT OR AS REWIRED TO PROVIDE A GOOD EDGE TO BIND NEW ASPHALT. 14. ALL UTILITY AND OR IRRIGATION FACILITIES WHICH INTERFERE WITH REQUIRED STREET IMPROVEMENTS SHALL BE RELOCATED AT THE OWNERS EXPENSE. 15. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR ACHD REVIEW AND APPROVAL PRIOR TO OBTAINING A RIGHT-OF-WAY PERMIT. 16. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ABOVE REFERENCED STANDARDS AND SPECIFICATIONS ONSITE AT ALL TIMES DURING CONSTRUCTION. 17. ALL PEDESTRIAN RAMPS WITHIN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER THE ACHD SUPPLEMENT TO THE CURRENT EDITION OF THE ISPWC STD DWG SD -712 DOMES SHALL BE CAST INTO THE CONCRETE (ADHESIVE MATS ARE NOT ALLOWED) AND SHALL BE TRAFFIC YELLOW IN COLOR. 18. ASPHALT REPAIR WITHIN THE RIGHT OF WAY SHALL COMPLY WITH ISPWC STANDARD DRAWINGS; SD -301, SD -303 AND SD -806 OR AS MODIFIED BY THE ADA COUNTY HIGHWAY DISTRICT. 19. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED BY FOR THE PROJECT: NONE 20. CONTRACTOR SHALL NOTE THAT ACHD WILL INSPECT THE SIDEWALKS AND PEDESTRIAN RAMPS FOR STRICT COMPLIANCE WITH THE ADA STANDARDS. SLOPES INCLUDING CROSS -SLOPE WILL BE VERIFIED TO MEET THESE STANDARDS AND THE DISTRICT WILL ADHERE TO A STRICT 'NO TOLERANCES' POLICY. 21. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POKY MANUAL 21.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERUNE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 21.2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY. 21.3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 21.4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET THE COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 21.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 22. CARE TO BE TAKEN BY CONTRACTOR TO STAY OFF OF SUBGRADE ONCE IT IS EXPOSED. SEE ALSO PROJECT SPECIFICATIONS SECTION 3.02. SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 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 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 54207 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). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) 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 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). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER LASS PIPE WHEREVER THE SERVICE LINE GROSSES A STORMWATER TREATMENT FACILITY (LE, SEEPAGE BEDS, DRAINAGE SWALES). 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE% ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 7. ALL CCN INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. B. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR DECISION SHALL BE FINAL SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS AND STANDARD SPECIFICATIONS AND DRAWINGS. 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE SPECIFIED. ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 4.1 OF THE STANDARD SPECIFICATIONS AND DRAWINGS. 10. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. MARK AND CONSTRUCT SERVICE LINES IN ACCORDANCE WITH THE STANDARD DRAWINGS 7.16(S) AND 7.17(S). THE SERVICE MARKER SHALL BE IN PLACE FOR THE FINAL INSPECTION. SERVICE LINES SHALL EXTEND TEN (10) FEET BEYOND THE RIGHT-OF-WAY, SEWER SERVICE LINES MAY BE A MAXIMUM FIVE (5) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY CITY ENGINEER. 11. THE PUBLIC WORKS DEPARTMENT WILL INSPECT ALL PUBLIC SEWER CONSTRUCTION WHETHER WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENT. THE CONTRACTOR WILL NOTIFY THE PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, AND AGAIN TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. 12. MAINTAIN GROUNDWATER LEVELS ONE FOOT (P) OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE MATERIAL SHALL BE THREE-QUARTER INCH (3/4') ROCK CHIPS UNLESS OTHERWISE APPROVED. 13. THE ADA COUNTY HIGHWAY DISTRICT WILL INSPECT THE TRENCH ABOVE THE PIPE ZONE IN ACCORDANCE WITH CURRENT ACHD STANDARDS. 14. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. 15. CONSTRUCT SANITARY SEWER MANHOLES IN ACCORDANCE NTH SECTION 4.3 OF THE STANDARD SPECIFICATIONS, AND DRAWINGS 7.21(S), 7.22(S), 7.24(S), 7.25(5), 7.26(5) AS APPLICABLE. PRESSURE IRRIGATION 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 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 GROSS WITH LESS THAN EIGHTEEN (1B) 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). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS S SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS PATH 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). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WADE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE THE SURFACE AND EIGHTEEN 18 INCHES ABOVE THE TOP OF THE PIPE. BETWEEN SIX (6) INCHES BELOW ( ) 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. B. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. 9. THE PRESSURE IRRIGATION SYSTEM WALL BE PART OF THE EXISTING VOLTERRA AND VICENZA SUBDIVISIONS. THE SYSTEM USES SURFACE WATER SUPPLIED BY SETTLERS IRRIGATION DISTRICT AND EXISTING GROUNDWATER RIGHTS FOR THE SUPPLEMENT WATER. VICINITY MAP -NTS- IA/ATFR 4N 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE F STANDARDS IN THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)' AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 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 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). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) 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 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). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEA). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBUC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 7. FIVE (5) FEET OF COVER SHALL BE PROVIDED FOR ALL WATER MAINS LOCATED IN A SECTION -UNE ROAD. FIVE FEET OF COVER MAY BE NECESSARY FOR SOME MID-SECTION UNE ROADS, SEE PLANS. FOUR (4) FEET OF COVER SHALL BE PROVIDED FOR ALL OTHER WATER MAINS. 8. LOCATE SUBSURFACE STORM WATER DISPOSAL FACILITIES (INCLUDING UNLINED PONDS, INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM MAIN WATER LINES THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILUNG. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING SERVICE CONNECTIONS PER STANDARD DRAWING 7.08(W). 11. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING AS SHOWN ON STANDARD DRAWING 7.09(W). 12. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS -BUILT PLANS TO THE OWNERS ENGINEER. 13. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ALL REFERENCED STANDARDS AND SPECIFICATIONS ONSITE AT ALL TIMES DURING CONSTRUCTION. ENGINEER WHPACIFIC 1241 W AIRPORT WAY#104 BOISE, IDAHO 83705 CONTACT. MATT MUNGER, P.E. PHONE: 208-342-5353 EMAIL: MMUNGEROWHPACIFIC.COM DEVELOPER COTTONWOOD DEVELOPMENT, LLC 398 E COPPER RIDGE ST MERIDIAN, IDAHO 83646 Know what's below. CONTACT: MIKE MCCOLLUM PHONE: 415-747-6882 Call before you dig. EMAIL: MIKEMAC37®GMAIL.COM Plans Are Accepted For Public Street Construction By stamping and signing the improvement Mans, theRegistered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HIGHWAY DISTRICT > EIDS rAN&-- APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date CHINDEN BLVD. VICENZA VALLEY (VICENZA ESTATES SUBDIVISION N0.2 SUBDIVISION NO. 4) VICEN i VALLEY m irzVc+� CD N VICENZA LAKES VICENZA COMMONS CU CxE �1nw U SUBDIVISION NO.2 / s VICENZA COMMONS / maLLAN RD. N L 'S -M 3 PROJECT SITE NN0 J mo O N (SUMMERWOOD ESTATES) ORAL EN c/yF S/TF o IQP�o lF � �i O F qTT M MUNGO m rn K U$11GK RD. W VICINITY MAP -NTS- IA/ATFR 4N 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE F STANDARDS IN THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)' AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 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 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). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) 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 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). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEA). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBUC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 7. FIVE (5) FEET OF COVER SHALL BE PROVIDED FOR ALL WATER MAINS LOCATED IN A SECTION -UNE ROAD. FIVE FEET OF COVER MAY BE NECESSARY FOR SOME MID-SECTION UNE ROADS, SEE PLANS. FOUR (4) FEET OF COVER SHALL BE PROVIDED FOR ALL OTHER WATER MAINS. 8. LOCATE SUBSURFACE STORM WATER DISPOSAL FACILITIES (INCLUDING UNLINED PONDS, INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM MAIN WATER LINES THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILUNG. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING SERVICE CONNECTIONS PER STANDARD DRAWING 7.08(W). 11. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING AS SHOWN ON STANDARD DRAWING 7.09(W). 12. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS -BUILT PLANS TO THE OWNERS ENGINEER. 13. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ALL REFERENCED STANDARDS AND SPECIFICATIONS ONSITE AT ALL TIMES DURING CONSTRUCTION. ENGINEER WHPACIFIC 1241 W AIRPORT WAY#104 BOISE, IDAHO 83705 CONTACT. MATT MUNGER, P.E. PHONE: 208-342-5353 EMAIL: MMUNGEROWHPACIFIC.COM DEVELOPER COTTONWOOD DEVELOPMENT, LLC 398 E COPPER RIDGE ST MERIDIAN, IDAHO 83646 Know what's below. CONTACT: MIKE MCCOLLUM PHONE: 415-747-6882 Call before you dig. EMAIL: MIKEMAC37®GMAIL.COM Plans Are Accepted For Public Street Construction By stamping and signing the improvement Mans, theRegistered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HIGHWAY DISTRICT > EIDS rAN&-- APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date m irzVc+� CD N M a) IcoN CU CxE �1nw U o0 �ow Q � a N L 'S -M 3 NN0 J mo O N ORAL EN c/yF S/TF IQP�o lF �i O F qTT M MUNGO rn K W W afW Q 0 O m w W O z rn rn rL U_ c� rL 2 0 N 0 N th O LL o H w w O ¢ H W W m 2i qa U w a� O m Z O 2 Tn w U (n Q xrn ��// W 0 Z W W = Z O U U) ,��t w > J U W U) co P z� W u) o wr Z F- u) ¢ M 00 Lu O W Z W z W (n � O o I W WccWcCOr G LLI z O U 00 O U D co u) ' & O a a SHEET NUMBER 1.0 4 PLA T OF BOOK PAGE BASIS OF BEARING 1S GRID NORTH, IDAHO STATE PLANE COORDINATE SYSTEM, WEST� VISION TA ZONE, NORTH 8921'10" EAST BETWEEN THESUMMER"WOOD CENTER 1/4 CORNER AND THEE 1/4 SCALE CORNER OF SECTION 27 REPLA T OF LOTS 6 & 7, BLOCK 2 BLACK CAT ESTA TES NO . 2 80 0 40 80 1 1 SE1 /4 SW1 /4 SECTION 27 T. 4 N., R. 1 W.) B. M.) ( FEET ) CITY OF MERIDIAN, ADA COUNTY, IDAHO 1 INCH = 80 FT. 2019 LEGEND 0 0 Q 1Ism i!firCORIll IVACm��[ X190 FOUND 5/8" REBAR WITH YELLOW PLASTIC CAP, PLS 10729 FOUND 5/8" REBAR/CAP PLS 4347 UNLESS OTHERWISE NOTED SET 5/8" REBAR WITH YELLOW PLASTIC CAP, PLS 10729 SET 5/8" REBAR WITH ALUMINUM CAP, PLS 10729 SUBDIVISION BOUNDARY LINE RIGHT-OF-WAY LINE RIGHT-OF-WAY CENTERLINE INTERIOR LOT LINE SII. mi, 0EN mmll SECTION/ALIQOUT LINE LOT NUMBER 15R IsIltPOB POINT OF BEGINNING LINE TABLE LINE # BEARING DIST. L1 N4622'54"E 22.75 L2 N52'46'12"E 24.66 L3 S4611'06"E 22.06 L4 S44'50'46"E 22.93 L5 NO'22'45"W 16.06 L6 N47'44'37"E 22.25 L7 S46'39'26"E 22.25 L8 S8917'46"E 17.90 L9 N019'01"E 15.90 L10 N8917'17"W 15.51 Lll SO'26'26"W 10.00 L12 N8917'17"W 10.00 CURVE TABLE CURVE # DELTA RADIUS LENGTH CH. BEARING CH. DIST. Cl 134'53'38" 45.58 107.31 N66'44'06"W 84.19 C2 4453'38" 25.00 19.59 S6815'54"W 19.09 C3 12'45'55" 45.58 10.16 1 N521 2'03"E 10.13 C4 33'01'26" 45.58 26.27 N75'05'43"E 25.91 C5 33'31'48" 45.58 26.67 S71 *37'40"E 26.29 C6 89'36'47" 75.00 117.30 S4429'23"E 105.71 C7 89'36'47" 50.00 78.20 S44'29'23"E 70.47 C8 89'36'47" 25.00 39.10 S44'29'23"E 35.24 C9 90'23'13" 75.00 118.32 j N45'30'37"E 106.42 C10 90'23'13" 50.00 78.88 N45'30'37"E 70.95 C11 90'23'13" 25.00 39.44 N45°30'37"E 35.47 C12 49'05'01" 75.00 64.25 N24'51'31"E 62.30 C13 4118'12" 75.00 54.07 N70'OS08"E 52.90 C14 3°48'12" 75.00 4.98 58723'40"E 4.98 C15 41'52'42" 75.00 54.82 S64'33'13"E 53.61 C16 43'55'53" 75.00 57.51 S21 *38'56"E 56.11 m CQ E" O U� 0- W1/4 CORNER SECTION 27 3.5" BRASS CAP CORNER RECORD NO. 2015-079246 L11 N89'20'10"W 2649.83' VICENZA COMMONS S8917'46"E 669.36' 89.45' C1/4 CORNER 81.50' SECTION 27 81. 50' CHISELED 'X' 82.40' CORNER RECORD NO. 99113299 cn BL OCK > Ci cel ►�a NO CAP o a� o o� Cb rr�9 o o� N POB1. 23 89.45' 81.50' 81.50' 81.50' 81. 50' 81. 50' 82.40' 90.00' 5/8" REBAR BL OCK > NO CAP o a� o o� o o� o o� o o^ o o� o w^ o ,� 10,747 SF b ai 9,778 SF o rn 9, 778 SF o z 9, 778 SF o rn 9, 778 SF z rn `� 9, 77$ SF rn o �' r 9,886 SF o a, a' 10,797 SF Z z Z 89 71' 81 50' _ _ _ 81.50 _ 81.50 81.50 _ _ _ 81.50 _ 82.40' 90.00'_ _ S89'1 7'4 W. WAPOOT ST. - N _ _ _ _ _ S89'17'46"E _ S89'17'46"E N 164.77' 354.91'- - .0 150.00' I, � -- --;F' �L�43.0' _-X27.0' __ _43.0126.82' 8 2,115 S - - �- -, 857 SF 1 112.00'667.00' 72.00' 2.00' 67.90 fS89'17'46"E 139.85' w D A �u/ oIf 3.0 Q Q I N89°17'46"W 125.00' 7 w o 0 L�1 '� ' wa 2 wo n p o 0 00 11,874 SF �n V) I a 0 0 0 0 / 0 0 4 o I ® I o 0 � I I o rn o 0 0 o I I� 10,500 SF 00 Q 10,276 SF o 9,360 SF z ;2 9,360 SF z h2 10,395 SF z S8917'46"E i - f I 1* 71I 125.00' C° 21.22' 140.04' o I I o o I N89'1 7'46"W 00 w o Q o 25' 25' 80.00' 72.00' LS 54.10' 80.90' I 0 `.'-' I 3 N o 11 210 SF co I w I cn S8917'4 E 169.90' N89'17 6" 135.00' A 2.0' 1 `n o oLO ip o BLOCK 4 5 I 10,000 SF 00 :y !rn L6 9 0 S8917'46"E o , u -i I I z� z ^ 10,125 SF 25' 25' 125.00' o 140.21' , 7 0, I L? N89'17'46"W r '_ O y 1 o 0 - S89'17'46"E l c� 0 o I I (41�_ 26,271 SF 135.00' o O o ao 11,223 SF o o O o00 10,000 SF o' S89'1 7'46"E 10,718 SF 125.00' 140.38' 2.2' �� °�'` C12 N89`17'46"W BLOCK 3 145AT _ - 109.83' - 36.4 C16e� �� S89'17'46"E 4.91` O �� 120.84' _ W ILANO ST. 134.0_7' N8917'46 W S89'17'46 E / O 20,185 SF \ V _ q�-Ct 80.01'x- �� �L 38.0'88.05' (p) 20,613 SF ocl? C14 25' 25' N �J BLOCK 2 `� O I I- I N C13 (D� 1 v) �o8 �"� Oi M h i� 15,997 SF OCD �� 10,692 SF a' o 10 o a o �� O 110. 185.61' CD mLn SS � I I N z 13,631 SF C3rll�rl+' 1 z I N z 21,007 SF I 94.18' C" CS S16°56'25"E ` %`33 71' N89"1717W 285.66' W. DAPHNE STREET V) BLACK CA? o ESTATES NO. �z 78.05' L12 _201.23' N8917'17"W 289.85' BLACK CAT ESA NO. 1 SHEET INDEX SHEET 1 - SUBDIVISION PLAT SHEET 2 - CERTIFICATE OF OWNERS & CURVE TABLE SHEET 3 - CERTIFICATES AND APPROVALS 5/8" REBAR PLS 4347 M 1) A 10 FOOT WIDE PERMANENT EASEMENT FOR PUBLIC UTILITIES, DRAINAGE, AND IRRIGATION IS HEREBY DESIGNATED ALONG THE PUBLIC RIGHTS OF WAY, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2) LOTS 1 AND 8, BLOCK 2; LOTS 1 AND 8, BLOCK 3; LOT 7, BLOCK 4, ARE DESIGNATED AS COMMON LOTS AND ARE TO BE OWNED AND MAINTAINED BY BRIDGETOWER WEST HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS, AND SHALL HAVE A BLANKET EASEMENT FOR LANDSCAPE, PRESSURIZED IRRIGATION, AND HOMEOWNERS PEDES7RIAN ACCESS. 3) THIS DEVELOPMENT RECOGNIZES SEC77ON 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL AC77077ES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." 4) IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLER'S IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 31-3805(i)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ALL IRRIGATION ASSESSMENTS. 5) ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE RE -SUBDIVISION. 6) MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULA77ONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. 7) MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 8) RESTRICTIVE COVENANTS ARE IN EFFECT FOR THIS SUBDIVISION, FILED AS INSTRUMENT N0.____- 9) THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 11010393, RECORDS OF ADA COUNTY, IDAHO. 10) BOTTOM OF BUILDING F0077NGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 11) THIS SUBDIVISION IS SUBJECT TO THE TERMS AND CONDITIONS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT. RECORDED AS INSTRUMENT NO. ------------ RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING TO BE MAINTAINED BY THE BRIDGETOWER WEST HOMEOWNERS ASSOCIATION. 12) LOTS 5-7, BLOCK 2; LOTS 2-7, BLOCK 3; AND LOTS 1-6, BLOCK 4; OR A PORTION OF SAID LOTS ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT-). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 13) UNLESS OTHERWISE SHOWN OR DESIGNATED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE (5') FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES, AND A TEN (10') FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES, FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE IN Wd I,� a mm 6.5' X 55' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. OB 6.5' X 38' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. © 6.5' X 43' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. OD 6.5' X 53' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. �C75� G � s r R�o GSLIN11PT(ific d IL 10729 0 2141 W Airport Way, Ste 104 Boise, ID 83705 �,p qTE OF 208-342-5400 Fax 208-342-5353 q�/S p E www.whpacific.com SHEET 1 OF 3 I 2556 aw 2+80 2+40 I 2547.2: - 2547.25 TRC 2547.25 TRC 2547.25 TRC 2547.25 TRC 4+1 N t7 6+69.68 5+BOA8- 5+42.66 4+98.51 254TRC 0+ 0+37.74 E d 2552 - - - - - 2547.25 TRC i 254225 TRC 0�'+-+----+±-----� 0+40.89 O J --- o+cow__ m O O aN --� �_ - - -1+25.74- ------------�- ROAD CENTERLINE " 2548 NE g OD Cl Q > U c AVE N Z p 2547.25 TRC 2,115 SF m ° 2544 6+69.68 CONSTRUCT 4, VALLEY GUTTER W/FILLETS m N CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO z W 2545.07 TRC `S EI m N ( EXTENDED IN THE FUTURE" SIGN. PER ACHD SD -11328. 5+46.01 INSTALL TYPE 11 TERMINUS BARRICADE WITH KICK PLATE AT BASE PER ACHD SO 1132A w = 2545.08 TRC II D 65.86 ME CONSTRUCT TO MATCH EXISTING GRADE 5+42.53 1 v 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ++ W W LI ~ ' W O I I I 1+000 ' W II W O ~ 0.007 WaWW 0.007 2552 2548 2544 2540 I * r L•'r 0+90.17 I 2547.25 TRC 2547.25 TRC 2547.25 TRC 25471+ TRC - - - 2547.25 TRC 4+17.08 3+35.58 2+54.07 1+87.75 2548.99 TRC -------- -- �- -- 1+11.- - 0+00.00 W WAPOOT�ST.o+0001 8 o - 0 o d+ --f� ---- --++-- =------++------F -- O N E Op O + OD O D E _ _- J O O -2545.37 TRC � -� - - ,- - I- - - - - - 2547.25 TRC _ - __ -r - - - - - -2547.25 TRC 1,857 SF 4+63.36 �- ' 2547.25 TRC- - - I 2547.30 TRC 2549 00 TRC 3+99.74 3+27.74 2+55.74 0+00.00 2545.29 TRC X 2547.25 TRC 1 OD I 1+08.45 4+66.65 1+91.10 iii,. O 2547.29 TRC 2547.25 TRC 1+11.75 1+87.75 r (A Z t M C- O O O 4 �� _� I O 10,276 SF--Ix.10,395 SF II M i I •T7 i 4---- - N -Wx Wx- -Wx- SSx Ssx Ssx w 2536 L 6+80 O a J X 2556 aw 2+80 2+40 u/ - 00 By stamping and signing the improvement plans, the Registered 1 T Engineer ensures the District that the plans conform to all District N t7 policies and standards. Variances or waivers must be specifically 00 //61 WK. 254TRC 0+ 0+37.74 E d 2552 Ca I I before you dig. 2545.12 TRC 2547.25 TRC i 254225 TRC d� (J 0+40.89 O J _ - 2+05.74- - - - - - - - = J EXISTING MAINLINE DRAIN aN --� �_ - - -1+25.74- ------------�- ROAD CENTERLINE " 2548 NE g OD Cl Q > U c AVE N � p 6j 3 -ICJ m ° 2544 O M CONSTRUCT 4, VALLEY GUTTER W/FILLETS 0 CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO z W ROADWAY NOTE 15 ON COVER SHEET. O m INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE M / EXTENDED IN THE FUTURE" SIGN. PER ACHD SD -11328. �a INSTALL TYPE 11 TERMINUS BARRICADE WITH KICK PLATE AT BASE PER ACHD SO 1132A w = 2540 W. WAPOOT ST. 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 • - 00 By stamping and signing the improvement plans, the Registered /�//-���\1w Engineer ensures the District that the plans conform to all District co policies and standards. Variances or waivers must be specifically -'Ssx //61 WK. 254TRC 0+ 0+37.74 Know what's below. 1 / /� Ca I I before you dig. 2545.12 TRC 2547.25 TRC i 254225 TRC 2547.25 TRC 0+40.89 O2+85.74 - _ - 2+05.74- - - - - - - - E V EXISTING MAINLINE DRAIN �� ✓-- --� �_ - - -1+25.74- ------------�- ROAD CENTERLINE 2547.25 TRC / 3+24.08 / .;;.� 0O v Q OD Cl -J U N. ASISSI AVE M a p I.L_ -ICJ -SC- - - Sc- - - APPR070YATE SAWCUT LRE CONSTRUCT 4, VALLEY GUTTER W/FILLETS 2547.25 TRC 2547.25 TRC �3+60.67 I I / 2+85.74 2547.25 TRC i i 3+63.95 / / 1+55.17 2547.25 TRC II + 2547.25 TRC % /� `J \ 3+63.95 3+63.95 Z 1, 2 I II a+oo 2547.25 TRC I Ij I L 4+43.95 1 i 25474+ TRC R / J ^ I ( \ 60.10 I 2547 4+ .25 TRC -- 4+47.04 ✓ �� (1 � / ,,:. - - --- -- ID - _ I 6 N. JOY STK ET a (SEE SHEET 4.0) 4+98.01 I 1 I 10,276 SF 2+00 1+61 II 2,11 +I I / I 5+04.91 +UU I N I� I T,-1 D I If mO 0 I0 I !furl y L II -I II II I" 4+00 I 1 I + f 246' f I I x .y " I ;I 1+20 0+80 0+40 0+00 I i 1 m ti w a rn a Street Construction • - 00 By stamping and signing the improvement plans, the Registered /�//-���\1w Engineer ensures the District that the plans conform to all District co policies and standards. Variances or waivers must be specifically -'Ssx and previously approved by the District in writing. Acceptance of the WK. improvement plans by the District does not relieve the Registered Know what's below. Engineer of these responsibilities. Ca I I before you dig. BY DATE N EXIST. ROLLED CURB, GUTTER & SIDEWALK N EXIST. VERT. CURB, GUTTER & SIDEWALK l' ca m LL E V EXISTING MAINLINE DRAIN LO on 12 - ROAD CENTERLINE - - ROAD RIGHT OF WAY v Q INTERIOR LOT LINE -J U N a M a CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK I.L_ CONSTRUCT TERMINUS GRADE BEAM CURB -SC- - - Sc- - - APPR070YATE SAWCUT LRE CONSTRUCT 4, VALLEY GUTTER W/FILLETS 0 CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO z W ROADWAY NOTE 15 ON COVER SHEET. INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE i1 EXTENDED IN THE FUTURE" SIGN. PER ACHD SD -11328. y< INSTALL TYPE 11 TERMINUS BARRICADE WITH KICK PLATE AT BASE PER ACHD SO 1132A 65.50 TRC DESIGN GRADE 0 TOP OF REVERSE UP ROLLED CURB ROADWAY 3+04.85 STATION 65.86 ME CONSTRUCT TO MATCH EXISTING GRADE 7+53.09 STATION z 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ++ W W ~ ~ O W O W W O ~ 0.007 WaWW 0.007 U 0 co z A 0.009 V W �/ LL w a Wa O m U) 00 0 - - U t=/1 O Q J d - - - - - - - --N.-EXIST1 - - - 111 / l� 1 1 FINISH GRADE AT NG GRADE _ : N, MILANO STREET N. ASISSI AVE. 5+20 oa uu 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1+60 1+20 0+80 0+40 0+00 2556 2552 2548 2544 2540 -0+40 2556 2552 2548 2544 2540 --J 2536 -0+40 SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. LEGEND Plans Are Accepted For Public Street Construction • RIGHT OF WAY LINE 00 By stamping and signing the improvement plans, the Registered /�//-���\1w Engineer ensures the District that the plans conform to all District co policies and standards. Variances or waivers must be specifically -'Ssx and previously approved by the District in writing. Acceptance of the WK. improvement plans by the District does not relieve the Registered Know what's below. Engineer of these responsibilities. Ca I I before you dig. BY DATE ADA COUNTY HIGHWAY DISTRICT SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. LEGEND LU PROPERTY BOUNDARY - - RIGHT OF WAY LINE - EXISTING ROAD CENTERUNE /�//-���\1w EXISTING LOT NUMBER co EXISTING LOT LINE -'Ssx EXISTING SEWER UNE W/ MANHOLE WK. EXISTING WATER MAIN W/ GATE VALVE FIRRx�-- EXISTING PIRR W/ SERVICE O- EXISTING STREETLIGHT EXIST. ROLLED CURB, GUTTER & SIDEWALK _ 00N EXIST. VERT. CURB, GUTTER & SIDEWALK l' ca m LL E V EXISTING MAINLINE DRAIN LO on EXISTING AIR/VACCUUM RELIEF - ROAD CENTERLINE - - ROAD RIGHT OF WAY v Q INTERIOR LOT LINE -J U BLOCK 5 O BLOCK AND LOT NUMBER M a CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK I.L_ CONSTRUCT TERMINUS GRADE BEAM CURB -SC- - - Sc- - - APPR070YATE SAWCUT LRE CONSTRUCT 4, VALLEY GUTTER W/FILLETS 0 CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO z W ROADWAY NOTE 15 ON COVER SHEET. INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE i1 EXTENDED IN THE FUTURE" SIGN. PER ACHD SD -11328. y< INSTALL TYPE 11 TERMINUS BARRICADE WITH KICK PLATE AT BASE PER ACHD SO 1132A 65.50 TRC DESIGN GRADE 0 TOP OF REVERSE UP ROLLED CURB ROADWAY 3+04.85 STATION 65.86 ME CONSTRUCT TO MATCH EXISTING GRADE 7+53.09 STATION z 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON SHEET 5.0 KEYNOTES: OCONSTRUCT LOCAL STREET CONCRETE SECTION, SEE DETAIL ON SHEET 6.0 INSTALL MID BLOCK PEDESTRIAN RAMP PER ACHD © SD -712G WITH TACTILE WARNING. SEE ALSO ROADWAY NOTES 17 & 21 ON SHEET 1.0 ©5' TRANSITION BETWEEN SPILL LIP ROLLED CURB TO EDGE OF PAVEMENT OAPPROXIMATE LOCATION OF 35' LONG PERCOLATION DRAIN. SEE DETAIL ON SHEET 5.0 O INSTALL MONITORING WELL PER DETAIL, SEE SHEET 5.0 OINSTALL TYPE III TERMINUS BARRICADE W/ -ROAD WILL EXTEND IN THE FUTURE" SIGN PER ACHD SD -1132B © REMOVE TERMINUS BARRICADES AND REUSE OINSTALL TYPE 11 TERMINUS BARRICADE PER ACHD SD -1132A OI NOT USED INSTALL PEDESTRIAN RAMP TYPE "A" PER ACHD O SD -712A WITH TACTILE WARNING, SEE ALSO ROADWAY NOTES 17 & 21 ON SHEET 1.0 OINSTALL CURB FLOW-THROUGHS AT LOW POINTS, SEE DETAIL ON SHEET 6.0 ©SAWCUT EXISTING ASPHALT 2' MINIMUM TO PROVIDE CLEAN STRAIGHT EDGE TO BIND NEW ASPHALT 4 V LU rn m V co LO M LO N Md Z _ 00N ca m LL E V o LO on W 0 o a� v Q ccn -J U C D M a � I.L_ O p N m N rn V a 74 W 0 z o m W O (If z SHEET LU rn m Z o W C/� -J U O D � I.L_ < rn O N� 6L 0 Z z W U) C) , i1 OZ5 2 Lu j( W � WF ~ W ¢ W IlE , coyc)) z O W W ~ ~ O W O W O W O ~ W WaWW U 0 co z m W �/ LL w a Wa O m U) 00 0 - - U t=/1 O Q J d SHEET LU Z o W C/� -J U J D O I.L_ < rn co N� 6L 0 Z z W U) C) , i1 OZ5 2 Lu j( W � WF ~ W ¢ W IlE , coyc)) z O W z O W O W O IL W WaWW co z �/ LL U W 00 O O �// �� VJ m U) 00 0 - - SHEET NUMBER 3.0 I H ,-, O U J � u L C m C: 3 o� to ao xm 3�: 1 x w U r3 N u M w 'o M O U / a- � U d / °C)) U 3 0 Q j Ld C 0 0 O O JN a X uLLJ T r N M on m v o EO i U 0 J H Q� ,N C N - N � a) 0 O � O p N O \ oM r7 / 2556 2552 P$-V;l 2544 2540 V) C:) LU LL -_j n Z M a w oV) i I I i - OS O 10,692 SF 4T77 SF- 5+37.92 p� o N. JOY ST. + I--��----F-- 2.352 SF 2547.25 TRC / 5+36.27 2547.25 TRC I I 4+60.10 I O2547.25 TRC j-J� 4+53.29 13,592 SF - I I a 1,/, 2547.25 TRC 3+65.24 l Ov 254 3+6 95 rn / (( 2547.25 TI )61 3+2.I I( I 10,276 SIF 2gg8 26„171 SF1 4+00 - _ - _ ✓ 1 I I 9,360 SF ' x I Ijl 1 1 I I I I IL 3+0 2547.25 TRC 9,360 SF I 4+59.75 I N II m I� IEn I ;I M lO +I --1 --4 I II wl� -L 11 I1 10,718 SF 10,125 SF ' 4+00 r 1 v !II I O I t I I I 2547.25 TRC 10,395 SF I I 3+64.56 2547.25 TRC 3+63.95 ( x 0+37.74 I 2+00 \ 2547.25 TRC 2547.25 TRC 2547.25 TRC 2547.25 TRC 2+85.07 _2+29.84: - - 1+54.83 0+39.90 - '\ o!x OD 0 o N. JOY AVE o OD a o \ 1+50.00 � J 2547.25 TRC 2547.25 TRC- - - - - -.2547.25 TRC 2+85.07 2+05.07 1+25.07 2547.25 TRC 0+41.07 II 2547.26 TRC + 0+38.26 II 1+00 O 9,886 SF 2536 L- 7+20 N. JOY STREET N. MILANO STREET N. JOY AVE. 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1+60 - 18.0' V -Q'sC---sc r --s --sc o--sC---sc --sC--o SIDI+ I \ KEYNOTES: EXISTING LOT UNE i trp W N O w W. DAPHNE ST. ^ CONSTRUCT LOCAL STREET CONCRETE SECTION, SEE 2546---06 Q O A DETAIL ON SHEET 6.0 ' 9,778 SF ' EXIST. ROLLED CURB, GUTTER & SIDEWALK INSTALL MID BLOCK PEDESTRIAN RAMP PER ACHD OB SD -7120 WITH TACTILE WARNING. SEE ALSO ROADWAY EXIST. VERT. CURB, GUTTER & SIDEWALK BY DATE NOTES 17 & 21 ON SHEET 1.0 I EXISTING AIR/VACCUUM RELIEF 7547.03 FX FP - I - - © 5' TRANSITION BETWEEN SPILL LIP ROLLED CURB TO 1 INTERIOR LOT LINE EDGE OF PAVEMENT H BLOCK 5 O BLOCK AND LOT NUMBER OAPPROXIMATE LOCATION OF 35' LONG PERCOLATION DRAIN. SEE DETAIL ON SHEET 5.0 CONSTRUCT TERMINUS GRADE BEAM CURB %f lF O F �� Q gp71 O INSTALL MONITORING WELL PER DETAIL, SEE SHEET 5.0 5 O M MONG� CONSTRUCT 4' VALLEY GUTTER WMLLETS I Y fY O INSTALL TYPE III TERMINUS BARRICADE W/"ROAD WILL 9,778 SF ROADWAY NOTE 15 ON COVER SHEET. EXTEND IN THE FUTURE" SIGN PER ACHD SD -11326 I © REMOVE TERMINUS BARRICADES AND REUSE JLAL INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT BASE TYPE II TERMINUS BARRICADE PER ACHD PER ACHD SD 1132A 65.50 TRC OINSTALL SD -1132A 3+04.85 STATION OI NOT USED CONSTRUCT TO MATCH EXISTING GRADE 7+53.09 INSTALL PEDESTRIAN RAMP TYPE "A" PER ACHD OSD -712A WITH TACTILE WARNING, SEE ALSO ROADWAY 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL 17 & 21 ON SHEET 1.0 ONOTES 6 ME INSTALL CURB FLOW-THROUGHS AT LOW POINTS, SEE TRC DESIGN GRADE 0 TOP OF RIBBON CURB K ON SHEET 6.0 O 9,778 SF UP DETAIL TVC DESIGN GRADE ® TOP OF VERTICAL CURB EXISTING ASPHALT 2' MINIMUM TO PROVIDE DESIGN GRADE 0 FLOW LINE HP ©SAWCUT CLEAN STRAIGHT EDGE TO BIND NEW ASPHALT O 9,886 SF 2536 L- 7+20 N. JOY STREET N. MILANO STREET N. JOY AVE. 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1+60 11.5' 25.0'K - 18.0' V -Q'sC---sc r --s --sc o--sC---sc --sC--o SIDI+ i \ I+ EXISTING LOT UNE i trp W N Engineer ensures the District that the plans conform to all District w W. DAPHNE ST. ^ W 2546---06 N EXISTING STREETUGHT M EXIST. ROLLED CURB, GUTTER & SIDEWALK of these responsibilities. EXIST. VERT. CURB, GUTTER & SIDEWALK BY DATE P 0+50.48-14.36' RT 1 EXISTING AIR/VACCUUM RELIEF 7547.03 FX FP - ROAD CENTERLINE 11.5' 25.0'K - 18.0' V -Q'sC---sc r --s --sc o--sC---sc --sC--o SIDI+ -I I+ I I+ EXISTING LOT UNE i trp W N Engineer ensures the District that the plans conform to all District w W. DAPHNE ST. ^ W 6+t00 i I I I I I I 7 I 2,352 IN E3 I 25.0' 9.9'1 W V RIGHT OF WAY LINE • sC-Woo--�-j� ,iw EXISTING LOT NUMBER 56' EXISTING LOT UNE M x Engineer ensures the District that the plans conform to all District T w I N EXISTING STREETUGHT improvement plans by the District does not relieve the Registered EXIST. ROLLED CURB, GUTTER & SIDEWALK of these responsibilities. EXIST. VERT. CURB, GUTTER & SIDEWALK BY DATE P 0+50.48-14.36' RT 1 EXISTING AIR/VACCUUM RELIEF 7547.03 FX FP - 1+20 0+80 0+40 0+00 LIN' ----- RT RC RT RT 4 N 2556 2552 2548 2544 2540 2536 -0+40 SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. LEGEND � V PROPERTY BOUNDARY - - RIGHT OF WAY LINE • EXISTING ROAD CENTERUNE By the improvement Registered EXISTING LOT NUMBER ® EXISTING LOT UNE EXISTING SEWER LINE W/ MANHOLE Engineer ensures the District that the plans conform to all District EXISTING WATER MAIN W/ GATE VALVE policies and standards. Variances or waivers must be specifically EXISTING PIRR W/ SERVICE and previously approved by the District in wrifing. Acceptance of the EXISTING STREETUGHT improvement plans by the District does not relieve the Registered EXIST. ROLLED CURB, GUTTER & SIDEWALK of these responsibilities. EXIST. VERT. CURB, GUTTER & SIDEWALK BY DATE EXISTING MAINLINE DRAIN C14 ca N EXISTING AIR/VACCUUM RELIEF - ROAD CENTERLINE - - ROAD RIGHT OF WAY SS\OINAL £N INTERIOR LOT LINE BLOCK 5 O BLOCK AND LOT NUMBER CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK CONSTRUCT TERMINUS GRADE BEAM CURB %f lF O F �� Q gp71 -SC- - - Sc- - - APPROXIMATE SAWCUT LINE M MONG� CONSTRUCT 4' VALLEY GUTTER WMLLETS Y fY CONSTRUCT ACCESS RAMP PER ACHD STANDARDS SEE ALSO ROADWAY NOTE 15 ON COVER SHEET. INSTALL TYPE 111 TERMINUS BARRICADE & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" SIGN. PER ACHD SD -1132B. JLAL INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT BASE PER ACHD SD 1132A 65.50 TRC DESIGN GRADE 0 TOP OF REVERSE LIP ROLLED CURB ROADWAY 3+04.85 STATION 65.86 ME CONSTRUCT TO MATCH EXISTING GRADE 7+53.09 STATION 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON SHEET 5.0 ME APPROXIMATE EXIST. CURB GRADE, CONSTRUCT TO MATCH EXISTING TRC DESIGN GRADE 0 TOP OF RIBBON CURB EP DESIGN GRADE 0 EDGE OF PAVEMENT UP DESIGN GRADE 0 LIP OF CONCRETE GUTTER TVC DESIGN GRADE ® TOP OF VERTICAL CURB FL DESIGN GRADE 0 FLOW LINE HP DESIGN GRADE O HIGH POINT � V Plans Are Accepted For Public Street Construction • By the improvement Registered ® stamping and signing plans, the M m N Engineer ensures the District that the plans conform to all District co L policies and standards. Variances or waivers must be specifically and previously approved by the District in wrifing. Acceptance of the improvement plans by the District does not relieve the Registered below. Know what's below. of these responsibilities. Call before you dig. BY DATE ADA COUNTY HIGHWAY DISTRICT � V V M M Ln OODnI M m N co L 0 r-- Q a� 4 Q 0 I n -CM3 � o0 C14 ca N SS\OINAL £N 625 %f lF O F �� Q gp71 M MONG� Y fY w It FW - Q U) o m w IY O z rn rn 0 0 0 z p t LU¢ � p ~ I -e w¢w a 0 O do Z O 2 W �a U) U) O 3 z °z$ z O W U) > O 0ZI-m x �JW/l� 0 ' C VJ G Lou Z> LU ,,x W Q W L G z M 00 Z U) Z W � z o O 0 W W O o Q O W�/Lli W WW m� LL -)0Z 200 F- �/ LU CD CD �/� viZmU) a SHEET NUMBER 4.0 C4 N ao im 0 2 Z FTI Cf) VALLEY GUTTER i N. JOY AVE. USE 1/2 PIECES AS REQUIRED TO PREVENT SMALL PIECES LOCAL STREET CONCRETE PLAN -NTS- EDGE RESTRAINT SOLDIER COURSE DETAIL -NTS- DESIGN NOTES: 1. NO CUT FACES TO BE PLACED DIRECTLY AGAINST AN OUTSIDE CURB. 2. CUT PAVERS SHALL BE NO LESS THAN 1/3 OF A FULL PIECE WHEN EXPOSED TO VEHICLE TRAFFIC. 12' STRIP OF GE07EXTILE TURN UP AGAINST COLLAR AND TRIM BELOW FINAL SURFACE STRING OR SAILOR COURSE OF PAVERS AROUND COLLAR. NO CUT PAVERS PLACED DIRECTLY AGAINST COLLAR CONCRETE PAVER (SEE NOTE 1) 12' STRIP OF GEOTEXTILE TURN UP AGAINST COLLAR AND TRIM BELOW FINAL SURFACE MIN. 6' OF BASE UNDER COLLAR STEEL COLLAR FRAME TO REMAIN IN PLACE AFTER COLLARS ARE POURED. SCORE JOINTS AT MIDPOINT STEEL COLLAR FRAME SEE DETAIL THIS SHEET CONCRETE COLLAR MIN. 4� SQUARE X 8' DE_. COVER ELEVATION TO BE 1/4' BELOW PAVERS FIBER REINFORCED PER ISPWC SD -508 CONCRETE GRADE RINGS AS REQ'D. 18" MAX. SECTION A -A PAVER MANHOLE COLLAR DESIGN NOTES: -NTS - 1. PAVER AND BASE THICKNESS ARE BASED UPON ASPECT RATIO REQUIREMENTS FOR THE INTENDED TRAFFIC LOADING. 2. INSURE THE GEOTEXTLE SHOWN IS TRIMMED BELOW THE SURFACE OF THE BLOCK TO REDUCE THE RISK OF RAVELING. 3. CONCRETE COLLARS TO BE PLACED AFTER BASE IS INSTALLED. 4. POUR CONCRETE COLLAR PRIOR TO SETTING PAVERS. CONTRACTOR SHALL TAKE SPECIAL CARE TO ENSURE THAT THE COLLAR SIDES ARE PARALLEL AND PERPINDUCULAR TO THE LINE OF PAVERS. FAILURE TO COMPLY WILL RESULT IN THE CONTRACOR REMOVING AND RE -POURING COLLAR AT THEIR EXPENSE.. CONTRACTION JOINTS PER ISPWC SECTION 705 TRIM SOLDIER COURSE UNITS ALONG LONG LENGTH AS REQUIRED TO MAINTAIN SPECIFIED JOINT WIDTH BETWEEN UNITS REPLACE ANY CUT PIECES LESS THAN 1/3 OF FULL PIECE WITH LARGER UNIT 12" STRIP OF GEOTEX11LE TURN UP AGAINST COLLAR AND TRIM BELOW FINAL SURFACE STRING OR SAILOR COURSE OF PAVERS AROUND COLLAR. NO CUT PAVERS PLACED DIRECTLY AGAINST COLLAR STEEL COLLAR FRAME SEE DETAIL THIS SHEET GEOTEXTILE TURN UP AGAINST COLLAR AND TRIM BELOW FINAL SURFACE CONCRETE PAVER (SEE NOTE 1) MIN. 6' OF BASE UNDER COLLAR SAW CUT PAVERS (SEE NOTE 2, BELOW) SINGLE SOLDIER COURSE WITH AQUADRAIN L STONE -NTS- SCORE JOINTS AT MIDPOINT BOmm PAVERS WITH JOINTING MATERIAL PER MANUFACTURER'S RECOMMENDATIONS STEEL COLLAR FRAME TO REMAIN IN PLACE AFTER COLLARS ARE POURED (SIZE MAY VARY DEPENDING ON BRICK PATTERN) )C STEEL FORM TO REMAIN CAST IRON VALVE BOX AND LID CONCRETE COLLAR MIN. 2' SQUARE X 8' DEEP [ELEVATION TO BE 1/4' BELOW PAVERS FIBER REINFORCED /F PER ISPWC SD -508 SECTION B -B PAVER VALVE COLLAR DESIGN NOTES: -NTS- 1. PAVER AND BASE THICKNESS ARE BASED UPON ASPECT RATIO REQUIREMENTS FOR THE INTENDED TRAFFIC LOADING. 2. INSURE THE GEOTEXIILE SHOWN IS TRIMMED BELOW THE SURFACE OF THE BLOCK TO REDUCE THE RISK OF RAVELING. 3. DO NOT PLACE THIS ASSEBMLY AT THE LOWEST PAVEMENT ELEVATIONS 4. POUR CONCRETE COLLAR PRIOR TO SETTING PAVERS. CONTRACTOR SHALL TAKE SPECIAL CARE TO ENSURE THAT THE COLLAR SIDES ARE PARALLEL AND PERPINDUCULAR TO THE LINE OF PAVERS. FAILURE TO COMPLY WILL RESULT IN THE CONTRACOR REMOVING AND RE -POURING COLLAR AT THEIR EXPENSE. 4'-0" (TYP.) 4,-0' (TYP.) 4'-0' (TYP.) MACHINE SET INSTALLATION AQUADRAIN L STONE OFF BOND PATTERN -NTS- NOTES: 1. EACH CLUSTER (PALLET LAYER) IS TO BE INSTALLED IN THE SAME PERSPECTIVE WITH EACH INSTALLED ROW OFFSET BY 6 INCHES. 2. THE SINGLE SQUARE AND RECTANGLE UNITS ARE LINED UP (HATCHED) SHALL BE EXCHANGED WITH AN L STONE, OR THE TWO PIECES CAN BE MOVED SUCH THAT THE RECTANGLE PIECE SPANS THE TWO LAYERS, TO STITCH THE CLUSTERS TOGETHER. WELDED CONTINUOUS WELDED SEAM (WHERE WELDED) __------ ----__---_ SECTION C -C 1V IRON RAIL V STEEL COLLAR FRAME WELDED -NTS- 'MANHOLES 4.53' SQUARE, VALVES DEPENDS UPON NUMBER Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in wdfing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HIGHWAY DISTRICT 6" BOND STAGGER STONES IN THE CENTER ARE BOLDER TO HELP SHOW THE INSTALLED PATTERN THE SINGLE SQUARE AND SINGLE RECTANGLE UNITS ON THE LONG SIDES OF THE CLUSTERS ARE TO BE REPOSITIONED IN ONE OF THE CONFIGURATIONS SHOWN ABOVE TO STITCH THE CLUSTERS TOGETHER. (. VIEIDR IANC- APPROVED FOR IDAHO-� CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date 2. OF #8 STONE PER ASTM STDS. MANUFACTURED TO 0 IL CONTAIN LESS THAN 2% FINES. Y 12' WIDE STRIP OF MARIA 140N NON -WOVEN GEOTEXTILE FABRIC OR EQUAL (AT CONIC. BARRIERS) N N e OF #57 STONE BASE PER ASTM STDS. MANUFACTURED TO Q� a4 4 2 CONTAIN LESS THAN 2% FINES. 10" MIN. OF #2 STONE SUBBASE 4 2 PER ASTM SIDS. MANUFACTURED ^�� 2 TO CONTAIN LESS THAN 2% FINES. /) O4 MARIA 140N NON -WOVEN GEOTEXTILE w 2 FABRIC OR EQUAL WRAP FABRIC UP TO 2 PAVER HEIGHT AT BASE TRANSITION. LOCAL STREET PAVERS SECTION SEE ROADWAY NOTES ON SHEET C1.0 FOR ADDITIONAL REQUIREMENTS Ir -NTS- STEEL COLLAR FRAME TO REMAIN IN PLACE AFTER COLLARS ARE POURED (SIZE MAY VARY DEPENDING ON BRICK PATTERN) )C STEEL FORM TO REMAIN CAST IRON VALVE BOX AND LID CONCRETE COLLAR MIN. 2' SQUARE X 8' DEEP [ELEVATION TO BE 1/4' BELOW PAVERS FIBER REINFORCED /F PER ISPWC SD -508 SECTION B -B PAVER VALVE COLLAR DESIGN NOTES: -NTS- 1. PAVER AND BASE THICKNESS ARE BASED UPON ASPECT RATIO REQUIREMENTS FOR THE INTENDED TRAFFIC LOADING. 2. INSURE THE GEOTEXIILE SHOWN IS TRIMMED BELOW THE SURFACE OF THE BLOCK TO REDUCE THE RISK OF RAVELING. 3. DO NOT PLACE THIS ASSEBMLY AT THE LOWEST PAVEMENT ELEVATIONS 4. POUR CONCRETE COLLAR PRIOR TO SETTING PAVERS. CONTRACTOR SHALL TAKE SPECIAL CARE TO ENSURE THAT THE COLLAR SIDES ARE PARALLEL AND PERPINDUCULAR TO THE LINE OF PAVERS. FAILURE TO COMPLY WILL RESULT IN THE CONTRACOR REMOVING AND RE -POURING COLLAR AT THEIR EXPENSE. 4'-0" (TYP.) 4,-0' (TYP.) 4'-0' (TYP.) MACHINE SET INSTALLATION AQUADRAIN L STONE OFF BOND PATTERN -NTS- NOTES: 1. EACH CLUSTER (PALLET LAYER) IS TO BE INSTALLED IN THE SAME PERSPECTIVE WITH EACH INSTALLED ROW OFFSET BY 6 INCHES. 2. THE SINGLE SQUARE AND RECTANGLE UNITS ARE LINED UP (HATCHED) SHALL BE EXCHANGED WITH AN L STONE, OR THE TWO PIECES CAN BE MOVED SUCH THAT THE RECTANGLE PIECE SPANS THE TWO LAYERS, TO STITCH THE CLUSTERS TOGETHER. WELDED CONTINUOUS WELDED SEAM (WHERE WELDED) __------ ----__---_ SECTION C -C 1V IRON RAIL V STEEL COLLAR FRAME WELDED -NTS- 'MANHOLES 4.53' SQUARE, VALVES DEPENDS UPON NUMBER Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in wdfing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HIGHWAY DISTRICT 6" BOND STAGGER STONES IN THE CENTER ARE BOLDER TO HELP SHOW THE INSTALLED PATTERN THE SINGLE SQUARE AND SINGLE RECTANGLE UNITS ON THE LONG SIDES OF THE CLUSTERS ARE TO BE REPOSITIONED IN ONE OF THE CONFIGURATIONS SHOWN ABOVE TO STITCH THE CLUSTERS TOGETHER. (. VIEIDR IANC- APPROVED FOR IDAHO-� CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date rn0) Y N N 2 LL 2 2 2 CD 2 2 N M w 2 2 ti O Ir Ow u- w w I— N ¢ Zz W < z O w C H D w m rn in aa.. O z (n m C U Q d � on Z rn0) N N 2 LL 2 2 g CD 2 2 N M :E 2 2 ti O Ow u- O w I— N ¢ Zz W z O w C H w m w in aa.. O (n 0 C U Q d � U) J H w 0 SANDY SOIL PLANTED WITH GRASS. AND OR STREET TREES / eN A o SECTION A—A NOTES: STORAGE DELINEATORS ARE TO BE INSTALLED IN THE ROADSIDE RETENTION AREA AT 100' INTERVALS.. SAND WINDOWS TO BE CONSTRUCTED IN BOTTOM OF SWALE AT FLOWTHRU'S AND AT STORAGE DELINEATORS DAPHNE STREET FLOW DIVERTERS -NTS- lIj V-6" I 0 0 3 0 z a V) 0 0 PLAN VIEW REVERSE UP CURB & GUTTER SEE DETAIL THIS SHEET R/W 50'-0' R/W 36'-0" 18'-0' 18'-0' 5'-0' 16'-0" SLOPE 0% SLOPE 0% DAPHNE CENTERLINE 35'-0" ROW RIES 6'-0' 2.0' MIN. 1'-0" OPESLOPE-4% FSL SIDEWALK SEE DETAIL, THIS SHEET 2'-6" V-0" 2'-6" �� WHERE CURB IS USED N N : LL 0 U s EL Tec -0.4' HYDRO -SEED SWALE-NO SOD r OVER SAND WINDOW. O g - �— A ` r Q'DsbO h TOAsoi1 N i ELEV WHERE NO CURB R/W 50'-0' R/W 36'-0" 18'-0' 18'-0' 5'-0' 16'-0" SLOPE 0% SLOPE 0% DAPHNE CENTERLINE 35'-0" RIES 2.0' MIN. SAWCUT EXIST. A.C. PAVEMENT OPESLOPE-4% FSL SEE ACHD SD. 601 � N C3 M CURB DAPHNE STREET STA. 1+11.02— STA. 4+07.76 —NTS - 1' 1 5' 5' SIDEWALK REVERSE UP ROLLED J 2 STONE PER PAVER SECTION EXTEND TO ` UNDER (NUS CURB AND SIDEWALK. E CURB & GUTTER PER 12' STRIP OF NON -WOVEN PERCOLATION WINDOWS WHERE OCCURS. DETAIL THIS SHEET GEOTEXTILE TYP. EACH SIDE (SEE SEE ALSO PERCOLATION WINDOW SECTION. SECTION FOR ADDITIONAL NON -WOVEN GEOTEXTILE WRAP TO PERCOLATION WINDOW INFORMATION) SURFACE AT BASE TRANSITION. (SEE SECTION FOR ADDITIONAL INFORMATION) DET)� AIL THIS SHEET LOCAL STREET SECTION COLLAR PER DETAIL THIS SHEET SEE PAVER SECTION THIS SHEET FOR ADDITIONAL INFORMATION WELL COVER PER ACHD SO 627 -NTS- MARIFl EQ NON -WOVEN TO BOTTILE OM 5' SIDEWALK FABRIC OR EQUAL, CURB UP TO BOTTOM OF PERCOLATION WINDOW (TRIM 1BELOW UP WHEN PAVERS ARE PLACED) COLLAR PER DETAIL THIS SHEET WELL COVER PER #8 STONE PER ASTM STDS. ACHD SO 627 MANUFACTURED TO CONTAIN ~ LESS THAN 2% FINES. 6' DIA. SDR -35 PVC PIPE PERFORATE BOTTOM 1' N #57 STONE BASE PER ' 13z13zD5xD5 WELDED WIRE FABRIC SAWN CONTRACTION JOINT. INSTALL W/6 COLUMNS OF 3/8" o 0 0 o ASTM SIDS. ti 5" MIN. 3/4 MINUS CONTRACTION JOINT HOLES 2" C C SET 2.5" FROM BOTTOM OF SLAB 3/8' BACKER BAR AND FILL WITH SAWN PER PATTERN MANUFACTURED TO SUPPORT TO PREVENT SAGGING SIKAFLIX-1CSL POLYURETHANE ON PLAN SHEET u "` CONTAIN LESS THAN SEALANT FLUSH TO SURFACE 2% FINES. PAVERS SEE T -Y ",-, _T/-�0/<-A CF SECTION THIS 400 PSI CONCRETE SAN VITO STREET DIA SDR -35 PVC PIPE PERFORATE OF THE ISP SHEET PER HEISPWC DIVISION 700 SECTION SEE DETAIL 6" MIN. } O C BOTTOM 1' W/6 COLUMNS OF 3/8" THIS SHEET o 0 0 o v 1 0 MARIA EXON NONHOLES 2' WOVEN H S C -C. GEOTEXTILE FABRIC OR INSTALL 6' CAP ON � _-- -- -'�- . EQUAL WRAP UNDER WELL BOTTOM OF WELL l g #2 STONE SUBBASE PER ASTM MARIFl 140N NON WOVEN o _° ��r `u, 3/4' MINUS CRUSHED MONITORING WELL `--7 ._ --,1 -X - X SIDS. MANUFACTURED TO GEOTEXTILE FABRIC OR AGGREGATE -NTS-� CONTAIN LESS THAN 2% FINES. EQUAL „' o p SEE ALSO ACHD SD 627 0 0 8' OVERLAP FABRIC o o 6" MINUS COMPACTED o o �� 1' MINIMUM ;O O #2 STONE, INSTALL AND oma^ 0 0 0 PIT RUN CONSOLIDATE PRIOR TO PLACING MARIFl 14ON NON -WOVEN �T / r� #2 STONE ABOVE. GEOTE101LE FABRIC OR O o O O O MARIFl 140N NON -WOVEN EQUAL GEOTEXTILE FABRIC OR o o EQUAL WRAP UNDER WELL LOCAL STREET CONCRETE SECTION C -C NOTES:' - INSTALL 1' MIN INTO FREE DRAINING -NTS- - 1. GROUNDWATER ELEVATION IN THE POND WAS MEASURED ON MATERIAL BELOW PAN LAYER JOINT PATTERN AS SHOWN ON STREET PLAN AND SHALL COMPLY WITH SECTION 705 OF THE ISPWC 2-14-16 AT AN ELEVATION OF 2541.9. 6' MIN. (APPROX. 9' BELOW SURFACE) 3'-0" INSTALL 6' CAP ON PERCOLATION WINDOW BOTTOM OF WELL -NTS- 12" WIDE STRIP OF MARIFl 140N NON -WOVEN GEOTEXTILE FABRIC OR 2'-1" 1'_p• FINISHED ROADWAY SEE SHEET EQUAL (AT CONC. BARRIERS) 6" 4" V-2" 1" BATTER TROWEL FINISHED CX.X FOR PAVER DETAILS 2'-0 EDGE R=1/4' 10" 1'-2" END To /� N i- R=9" / 6E VERTICALASPHALT CONCRETE WIDE STRIP OF MARIA 14ON NON -WOVEN GEOTDMLE FABRIC 1' EQUALCONC. iii �'r,'=:i`i 1 / C VERTICAL CRUSHED GRAVEL 7 A CONCRETETERMINOUS 6" 3 1 4 4 b ° 3//, I � 4" MIN. LEVELING COURSE UAr)� 3" REVERSE LIP ROLLED CURB & GUTTER -NTS- TO BE USED ON LOCAL STREETS COMPACTED SUBGRADE STD. 6" VERTICAL CURB & GUTTER -NTS- Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HIGHWAY DISTRICT R.O.W. LINE C%(IDR jAty- APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date 4_V RIP RAP AT OUTLET J Vco SEE ACHD SD. 601 � N C3 M N N : LL 0 U FOR DETAILS la 0 o o w g a�O U � m Q 0 N t NOTES: 00 SAND WINDOWS FILTER SAND NAL fN MEETING ISPWC SECTION 801 O Swale Is Designed For Infiltration Of Storm Waters. SPECS. Storm Water is Not Intended To Flow Along Swale. 862 Swale Grade To Be 0% To A Maximum of 1%. IygTEOF� PQ qTT M 6" MINUS CLEAN PIT B M�NG� RUN TO FREE DRAINING An Alternative Is Sand Windows Designed To High Seasons SANDS AND GRAVELS/ Infiltrate 100 Year Design Storm. Slope Swale At Groundwater THROUGH PAN LAYER O Minimum Of 1% To Sand Windows. Elevation=42.12 V-6" (MIN. 2' PENETRATION) W ofW Sandy Topsoil Specifications: *50% Coarse Sand By Volume; *20% Sandy CONTINUOUS SAND WINDOW Loam; *30% Compost -NTS- *Fines d0% Passing #200 Sieve; *No Clay CURB DAPHNE STREET STA. 1+11.02— STA. 4+07.76 —NTS - 1' 1 5' 5' SIDEWALK REVERSE UP ROLLED J 2 STONE PER PAVER SECTION EXTEND TO ` UNDER (NUS CURB AND SIDEWALK. E CURB & GUTTER PER 12' STRIP OF NON -WOVEN PERCOLATION WINDOWS WHERE OCCURS. DETAIL THIS SHEET GEOTEXTILE TYP. EACH SIDE (SEE SEE ALSO PERCOLATION WINDOW SECTION. SECTION FOR ADDITIONAL NON -WOVEN GEOTEXTILE WRAP TO PERCOLATION WINDOW INFORMATION) SURFACE AT BASE TRANSITION. (SEE SECTION FOR ADDITIONAL INFORMATION) DET)� AIL THIS SHEET LOCAL STREET SECTION COLLAR PER DETAIL THIS SHEET SEE PAVER SECTION THIS SHEET FOR ADDITIONAL INFORMATION WELL COVER PER ACHD SO 627 -NTS- MARIFl EQ NON -WOVEN TO BOTTILE OM 5' SIDEWALK FABRIC OR EQUAL, CURB UP TO BOTTOM OF PERCOLATION WINDOW (TRIM 1BELOW UP WHEN PAVERS ARE PLACED) COLLAR PER DETAIL THIS SHEET WELL COVER PER #8 STONE PER ASTM STDS. ACHD SO 627 MANUFACTURED TO CONTAIN ~ LESS THAN 2% FINES. 6' DIA. SDR -35 PVC PIPE PERFORATE BOTTOM 1' N #57 STONE BASE PER ' 13z13zD5xD5 WELDED WIRE FABRIC SAWN CONTRACTION JOINT. INSTALL W/6 COLUMNS OF 3/8" o 0 0 o ASTM SIDS. ti 5" MIN. 3/4 MINUS CONTRACTION JOINT HOLES 2" C C SET 2.5" FROM BOTTOM OF SLAB 3/8' BACKER BAR AND FILL WITH SAWN PER PATTERN MANUFACTURED TO SUPPORT TO PREVENT SAGGING SIKAFLIX-1CSL POLYURETHANE ON PLAN SHEET u "` CONTAIN LESS THAN SEALANT FLUSH TO SURFACE 2% FINES. PAVERS SEE T -Y ",-, _T/-�0/<-A CF SECTION THIS 400 PSI CONCRETE SAN VITO STREET DIA SDR -35 PVC PIPE PERFORATE OF THE ISP SHEET PER HEISPWC DIVISION 700 SECTION SEE DETAIL 6" MIN. } O C BOTTOM 1' W/6 COLUMNS OF 3/8" THIS SHEET o 0 0 o v 1 0 MARIA EXON NONHOLES 2' WOVEN H S C -C. GEOTEXTILE FABRIC OR INSTALL 6' CAP ON � _-- -- -'�- . EQUAL WRAP UNDER WELL BOTTOM OF WELL l g #2 STONE SUBBASE PER ASTM MARIFl 140N NON WOVEN o _° ��r `u, 3/4' MINUS CRUSHED MONITORING WELL `--7 ._ --,1 -X - X SIDS. MANUFACTURED TO GEOTEXTILE FABRIC OR AGGREGATE -NTS-� CONTAIN LESS THAN 2% FINES. EQUAL „' o p SEE ALSO ACHD SD 627 0 0 8' OVERLAP FABRIC o o 6" MINUS COMPACTED o o �� 1' MINIMUM ;O O #2 STONE, INSTALL AND oma^ 0 0 0 PIT RUN CONSOLIDATE PRIOR TO PLACING MARIFl 14ON NON -WOVEN �T / r� #2 STONE ABOVE. GEOTE101LE FABRIC OR O o O O O MARIFl 140N NON -WOVEN EQUAL GEOTEXTILE FABRIC OR o o EQUAL WRAP UNDER WELL LOCAL STREET CONCRETE SECTION C -C NOTES:' - INSTALL 1' MIN INTO FREE DRAINING -NTS- - 1. GROUNDWATER ELEVATION IN THE POND WAS MEASURED ON MATERIAL BELOW PAN LAYER JOINT PATTERN AS SHOWN ON STREET PLAN AND SHALL COMPLY WITH SECTION 705 OF THE ISPWC 2-14-16 AT AN ELEVATION OF 2541.9. 6' MIN. (APPROX. 9' BELOW SURFACE) 3'-0" INSTALL 6' CAP ON PERCOLATION WINDOW BOTTOM OF WELL -NTS- 12" WIDE STRIP OF MARIFl 140N NON -WOVEN GEOTEXTILE FABRIC OR 2'-1" 1'_p• FINISHED ROADWAY SEE SHEET EQUAL (AT CONC. BARRIERS) 6" 4" V-2" 1" BATTER TROWEL FINISHED CX.X FOR PAVER DETAILS 2'-0 EDGE R=1/4' 10" 1'-2" END To /� N i- R=9" / 6E VERTICALASPHALT CONCRETE WIDE STRIP OF MARIA 14ON NON -WOVEN GEOTDMLE FABRIC 1' EQUALCONC. iii �'r,'=:i`i 1 / C VERTICAL CRUSHED GRAVEL 7 A CONCRETETERMINOUS 6" 3 1 4 4 b ° 3//, I � 4" MIN. LEVELING COURSE UAr)� 3" REVERSE LIP ROLLED CURB & GUTTER -NTS- TO BE USED ON LOCAL STREETS COMPACTED SUBGRADE STD. 6" VERTICAL CURB & GUTTER -NTS- Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HIGHWAY DISTRICT R.O.W. LINE C%(IDR jAty- APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date 4_V Vco � N C3 M N N : LL 0 U la 0 o o w a�O U � m Q 0 N t M 3 00 NAL fN T /yF9 862 IygTEOF� PQ qTT M M�NG� Y Q W W ofW 0 U) z o m rn W z rn rn N O N 0 Z 0 w 0 0 Luh Fw- O a !Zw W 2 o 0 W v 0 on on u0)i o IL a g v=i Z w� U rn O U� J W co Z'�'^^ V) U 1 W F_ /�) W w ¢ 00 VI�. J ) Q J z W z �- 3: O LU 0 O LTJ IJJ W m I_L.I z 000 �� V J m UJ w 3 C8 a. 1116�a SHEET NUMBER 6.0 XREF INDEX: 2548 2544 \ \--- ---- EXISTING GRADE 2540 2536 2532 m 2 0 ro Mo 2528- 2524 ' 4+80 5+20 CONST. 156.7 LF 8" SDR -35 PVC Pipe 0 0.40% 'Lh��1'ryh a fir ti � rF 5+60 6+00 6+40 v',, m b, INSTALL 8" FLxMJ ADAPTOR ^- �, + N n 8"x8"x8" TEE (FLG) N , Lj vi vi Ld vJi <Uii �.; -' (3 4i J c3 2-8" GATE VALVES (FLGXMJ) ,� N N INSTALL 354.9 LF OF B" - In N w N Ld = v C-900 PVC WATER MAIN SSMH A-1 INSTALL VC W T OF 8" 10+19.6 C-900 PVC WATER MAIN W W271 W- W W W W W W W - r22.( ' W. WAPOO i /2111+98 11 0 2 0 10 ss ss ss ss +;� s LjN , °i S ss s+} --Ss SS— °� rn o 91'1' _`/ 90'22' \\ I EX. SSMH A- 11+79.23 REMOVE EXISTING CLEANOUT AND + N + CONNECT TO EXISTING 8" UNE, pN Uj vi civ ti Lj j v W FIELD VERIFY EXACT LOCATION _ _ vi vi FINISH GRADE AT CONST. 345.0 LF 8" SDR -35 PVC Pipe 0 0.40% I CONST. 155.6 LF 8" SDR -35 PVC Pipe 0 0.28% CO o cn o 0+ - - -- INSTALL 8" FLxMJ ADAPTOR ti g �J --- --- EXISTING ROAD CENTERLINE UEXISTING U coF 8"x8"x8" TEE (FUG) EXISTING LOT LINE --SS, EXISTING SEWER UNE W/ MANHOLE O 2-8" GATE VALVES (FLGXMJ) LO prg --ow 0- ch O �U roves EXISTING PIRR W/ SERVICE S INSTALL 176.7 LF OF 8" ,n N CRN+ EXIST. ROLLED CURB, GUTTER & SIDEWALK LINE A EXIST. VERT. CURB, GUTTER & SIDEWALK 0� C-900 PVC WATER MAIN N EXISTING AIR/VACCUUM RELIEF ROAD CENTERLINE W J UW ROAD RIGHT OF WAY J U INTERIOR LOT LINE T BLU�1Y J J ) BLOCK AND LOT NUMBER Vi Vi CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK _uj uj I CONSTRUCT TERMINUS GRADE BEAM CURB 0--* MERIDIAN STANDARD STREETLIGHT TYPE 2 —SS - 0 Ss CONSTRUCT SEWER W/ MANHOLE � CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) INSTALL BLOWOFF ASSEMBLY.!-� INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD DRAWINGS W7 & W9 - INSTALL 2” BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD FOR FUTURE EXPANSION DRAWING W13 CONSTRUCT N" WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING WI SC �2 W O W W /,, \ SSMH 2 W W N -L/ 6+70.7 0 +I 2 ss --F SS Ss $mss Iss O SSMH A•3 - ++t— O/ 5+10.00 - 90'17, 3 — 3to0 ss 43` I \ T O m rn a z it \1Je,j� m rn g O NcoN O 2552 izz 2548 2544 \ \--- ---- EXISTING GRADE 2540 2536 2532 m 2 0 ro Mo 2528- 2524 ' 4+80 5+20 CONST. 156.7 LF 8" SDR -35 PVC Pipe 0 0.40% 'Lh��1'ryh a fir ti � rF 5+60 6+00 6+40 v',, m b, INSTALL 8" FLxMJ ADAPTOR ^- �, + N n 8"x8"x8" TEE (FLG) N , Lj vi vi Ld vJi <Uii �.; -' (3 4i J c3 2-8" GATE VALVES (FLGXMJ) ,� N N INSTALL 354.9 LF OF B" - In N w N Ld = v C-900 PVC WATER MAIN SSMH A-1 INSTALL VC W T OF 8" 10+19.6 C-900 PVC WATER MAIN W W271 W- W W W W W W W - r22.( ' W. WAPOO i /2111+98 11 0 2 0 10 ss ss ss ss +;� s LjN , °i S ss s+} --Ss SS— °� rn o 91'1' _`/ 90'22' \\ I EX. SSMH A- 11+79.23 REMOVE EXISTING CLEANOUT AND + N + CONNECT TO EXISTING 8" UNE, pN Uj vi civ ti Lj j v W FIELD VERIFY EXACT LOCATION _ _ vi vi FINISH GRADE AT CONST. 345.0 LF 8" SDR -35 PVC Pipe 0 0.40% I CONST. 155.6 LF 8" SDR -35 PVC Pipe 0 0.28% CO o cn o 0+ - - -- - - ti g �J --- --- EXISTING ROAD CENTERLINE UEXISTING U coF --- EXISTING LOT LINE --SS, EXISTING SEWER UNE W/ MANHOLE O EXISTING WATER MAIN W/ GATE VALVE PIRRx� LO prg --ow 0- ch O �U roves EXISTING PIRR W/ SERVICE O EXISTING STREETUGHT EXIST. ROLLED CURB, GUTTER & SIDEWALK LINE A EXIST. VERT. CURB, GUTTER & SIDEWALK 0� 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 M W 1 It ^N� NMS �I \l NMS Nd+ < N N 41 -i Ci /// / W J (J w -1 U �yyJ C4 SSMH C-2 6+05.3OEM 88'33' - S 1 o Oo r 90'17'61+70.70 SI Sl SE.S 6M s --Ps SS-+4SS SS Ss qSS SS ss- t, 7Fs� 6jsg 6 0°3j LINE C N. AS 5SI AVE. ls.o' 2 ?Sv q, � 116'40' w w w w w w w —I- W w O y� 8" 45' BEND (FLG)' I J I J -r-'. -T — = r ` 89'43' 7+00 10.4' INSTALL 31.4 LF OF 8' - / INSTALL 261.0 LF OF 8" INSTALL B"x8"x6" TEE (MJxMJxFLG) 1 0 C-900 PVC WATER MAIN / / C-900 PVC WATER MAIN 6" GATE VALVE (FLGxMJ) /� 'T 26.9 LF OF 6" n 164'49' / `J( ✓ `. �\ (/� J� -�(- . C-900 PVC WATER MAIN ur J1 / FIRE HYDRANT ASSEMBLY PER MERIDIAN 'r I -7 CITY STANDARDS ro S�`2$ SSMH C-1 IN( (- I .. INSTALL 52.1 LF OF 8" o 5+35.00 / \ >— �' �\ I/ \\ -, ✓ / 1 ` C-900 PVC WATER MAIN N I P�3�6' V. `oo,`L 5 ti 2548--�' '9a-� / / \ FINISH GRADE AT CL \-- — — 2544 — — — — CONST. 66.4LF6"------_ �1 1 — — — — — — — — — — SDR -35 PVC Pipe 0 0.60% �J \ / EXISTING GRADE 2540 = �r N 8' , �T�yJ CONST 102 CO C:) t (F N CLO n ^ 35 Ov v7 z0 + uC P/Pe ®3 j2% 2536-1U 2532 2528 4+80 5+20 5+60 6+00 LINE C 6+40 6+80 7+20 7+60 8+00 8+40 IMI 11+20 KOO] 2544 2540 2536 2532 —' 2528 9+60 x U LU REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 8" DIAMETER WATER MAIN, MAINTAIN SERVICE TO HOMES 4 m I 2552 -2548 -2544 -2540 -2536 -2532 6 1 2524 11+60 12+00 �Zmlhhh� SCALE 1 0 .5 1 2 ( FEET ) 1 INCH = 1 INCH LEGEND PROPERTY BOUNDARY - - RIGHT OF WAY LINE --- --- EXISTING ROAD CENTERLINE UEXISTING LOT NUMBER --- EXISTING LOT LINE --SS, EXISTING SEWER UNE W/ MANHOLE --� i' x -� - `•;vx -- EXISTING WATER MAIN W/ GATE VALVE PIRRx� LO prg --ow 0- ch O �U roves EXISTING PIRR W/ SERVICE O EXISTING STREETUGHT EXIST. ROLLED CURB, GUTTER & SIDEWALK -.._......,m.�.-..-„...____.. _. EXIST. VERT. CURB, GUTTER & SIDEWALK EXISTING MAINLINE DRAIN tdAL E EXISTING AIR/VACCUUM RELIEF ROAD CENTERLINE - - ROAD RIGHT OF WAY INTERIOR LOT LINE T BLU�1Y J J ) BLOCK AND LOT NUMBER CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK =- - CONSTRUCT TERMINUS GRADE BEAM CURB 0--* MERIDIAN STANDARD STREETLIGHT TYPE 2 —SS - 0 Ss CONSTRUCT SEWER W/ MANHOLE —w—w— CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) T� L INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD DRAWINGS W7 & W9 INSTALL 2” BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W13 CONSTRUCT N" WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING WI SC SERVICE CONNECTION SL SERVICE LENGTH EI END INVERT KEYNOTES: OSERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 O MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 mit Know what's below. Call before you dig. C%V E IDIAN* APPROVED FOR IDAHO CONSTRUCTION These plans andlor specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. 4_V V Cn M uo V N C) y co _ Cb N Ca > W E LL U LO prg --ow 0- ch O �U roves Q N L m M 3 oo N M N tdAL E O��y C7 S T l�F N9T-3f Z If TF OF \ Q qTJ, M MUNG� Y Q g w W O rn O m rn z it m rn g O NcoN O izz OLL H Z ❑ `-� w O W W ❑ W U) K W U a Q O m W ❑ Q d w U O U i> Q U) m Z � WU U ' Z Cf) LU J¢ 000 W<Z� \ w C) / z W LL Q z WO<0 O ❑ W W _ z 000 �- � U w OO Ed U) 0, d SHEET NUMBER 7.0 XREF INDEX: rn + N - N i y 2552 2548 2544 2540 2536 2532-1 o0 I 0 V) 2528 A 2524 -- 4+80 5+20 iI \ c \\\ O2 I I 0 n I SSCO B-1 I �, 5+10.00 IS I E _ W INSTALL BLOWOFF ASSEMBLY FOR FUTURE EXPANSION ss ss --r ssN—SSI 7 . s-r+—SSN. JOY Sj—�� as 4s + SLREET 00 — W W O INSTALL 8"x8"x6' TEE (MJxMJxFLG)N 6" GATE VALVE (FLGxMJ) 14.0 LF OF 6' C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY PER MERIDIAN CITY STANDARDS D INSTALL 52.1 LF O18" z 1 139.3 LF OF 8" C-900 PVC WATER MAIN PVC WATER MAIN S.C. 7+78.80 U) / S L 25.1' m I.E. 2541.75 i 8+00 / / C 8+32 9 I j ' Ary 7 -----� \` r // \/ EXISTING GRADE \\ v / / FINISH GRADEAT 4 - CONST. 29.7 LF CONST. 167.0 LF 8" SDR -35 PVC Pipe 0 0.40% 8" SOR-35 CONST. 149.5 LF 8" SDR -35 PVC Pipe 0 0.40% PVC Pipe 00.40% ED N 2 2 co (n00 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 z1 o8+80 Ss—$S8' I 89'38' N 2 —W W W i N N Z / r ll` I m J D 11+00 O1 n ' m 9+20 9+60 CONST. 316.0 LFL ,,,,,, -- , ". r.PC V D.w7. 10+00 2552 2548 2544 2540 2536 2532 106 r, �66, ry�o� rJ 2528 ' 2524 10+40 10+80 11+20 11+60 12+00 12+40 4 N SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. LEGEND 1 / / SSMH B-2 160'11' - - RIGHT OF WAY UNE ® - -- 8+32.94 ` 7 ���/// I I I N 16),4 2 ti 15.2' X71110*42' . 8" 45' BEND EXISTING WATER MAIN W/ GATE VALVE � I 9k PIRRx�- EXISTING PIRR W/ SERVICE 7 I I I I II II Iv I I 11 II II ' EXISTING MAINLINE DRAIN -8'x8"x8" TEE (FLG)- SSMH B-3 ROAD CENTERLINE - - 2-8" GATE VALVES (FLGxM,J 8+66.61 il2ild N2iid BLOCK AND LOT NUMBER CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK I j ' Ary 7 -----� \` r // \/ EXISTING GRADE \\ v / / FINISH GRADEAT 4 - CONST. 29.7 LF CONST. 167.0 LF 8" SDR -35 PVC Pipe 0 0.40% 8" SOR-35 CONST. 149.5 LF 8" SDR -35 PVC Pipe 0 0.40% PVC Pipe 00.40% ED N 2 2 co (n00 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 z1 o8+80 Ss—$S8' I 89'38' N 2 —W W W i N N Z / r ll` I m J D 11+00 O1 n ' m 9+20 9+60 CONST. 316.0 LFL ,,,,,, -- , ". r.PC V D.w7. 10+00 2552 2548 2544 2540 2536 2532 106 r, �66, ry�o� rJ 2528 ' 2524 10+40 10+80 11+20 11+60 12+00 12+40 4 N SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. LEGEND - PROPERTY BOUNDARY - - RIGHT OF WAY UNE ® - -- EXISTING ROAD CENTERLINE ` 7 ���/// I I I N SSMH B-1 r I 8" 45' BEND EXISTING WATER MAIN W/ GATE VALVE j I I I� Ill I I I II iII i II �i s; PIRRx�- EXISTING PIRR W/ SERVICE - I I I I II II Iv I I 11 II II ' I j ' Ary 7 -----� \` r // \/ EXISTING GRADE \\ v / / FINISH GRADEAT 4 - CONST. 29.7 LF CONST. 167.0 LF 8" SDR -35 PVC Pipe 0 0.40% 8" SOR-35 CONST. 149.5 LF 8" SDR -35 PVC Pipe 0 0.40% PVC Pipe 00.40% ED N 2 2 co (n00 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 z1 o8+80 Ss—$S8' I 89'38' N 2 —W W W i N N Z / r ll` I m J D 11+00 O1 n ' m 9+20 9+60 CONST. 316.0 LFL ,,,,,, -- , ". r.PC V D.w7. 10+00 2552 2548 2544 2540 2536 2532 106 r, �66, ry�o� rJ 2528 ' 2524 10+40 10+80 11+20 11+60 12+00 12+40 4 N SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. LEGEND - PROPERTY BOUNDARY - - RIGHT OF WAY UNE ® - -- EXISTING ROAD CENTERLINE ` 7 ���/// EXISTING LOT NUMBER EXISTING LOT LINE SSMH B-1 EXISTING SEWER LINE W/ MANHOLE m EXISTING WATER MAIN W/ GATE VALVE 6+79.48 ' PIRRx�- EXISTING PIRR W/ SERVICE - EXISTING STREETLIGHT -- - - -�- EXIST. ROLLED CURB, GUTTER & SIDEWALK INSTALL 8" FLxMJ ADAPTOR EXIST. VERT. CURB, GUTTER & SIDEWALK EXISTING MAINLINE DRAIN -8'x8"x8" TEE (FLG)- ROAD CENTERLINE - - 2-8" GATE VALVES (FLGxM,J il2ild N2iid BLOCK AND LOT NUMBER CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK OCONSTRUCT TERMINUS GRADE BEAM CURB MERIDIAN STANDARD STREETLIGHT TYPE 2 — ss —♦- SS INSTALL 138.4 LF OF 8' —w—w— - -[� y INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD C-900 PVC WATER MAIN DRAWINGS W7 & W9 A INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD —_, DRAWING W13 w CONSTRUCT V WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 ---.... SERVICE CONNECTION n SERVICE LENGTH EI END INVERT - o 8" 45' BEND (FLG) -' _ K \ INSTALL 65.3 LF OF 8" Z \ I w C-900 PVC WATER MAIN W ' w m NNm NNoI P �, Nry± O C3 6 Yl 1 W W VIN U) VI `\ \ i V1 Q g a U) Ste+ 0 SS SI Ss—o} �w 2 ss�sS—}—ss 22.( 0 LINE B 1 N. JOY AVE. W W W W W—yv::�W-j n Ui r < + } n O JN + KR N 7 - d 41 C3 W C3 G) N Vj V 2 INSTALL 289.3 LF OF 8" - C-900 PVC WATER MAIN 3 s I j ' Ary 7 -----� \` r // \/ EXISTING GRADE \\ v / / FINISH GRADEAT 4 - CONST. 29.7 LF CONST. 167.0 LF 8" SDR -35 PVC Pipe 0 0.40% 8" SOR-35 CONST. 149.5 LF 8" SDR -35 PVC Pipe 0 0.40% PVC Pipe 00.40% ED N 2 2 co (n00 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 z1 o8+80 Ss—$S8' I 89'38' N 2 —W W W i N N Z / r ll` I m J D 11+00 O1 n ' m 9+20 9+60 CONST. 316.0 LFL ,,,,,, -- , ". r.PC V D.w7. 10+00 2552 2548 2544 2540 2536 2532 106 r, �66, ry�o� rJ 2528 ' 2524 10+40 10+80 11+20 11+60 12+00 12+40 4 N SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. LEGEND - PROPERTY BOUNDARY - - RIGHT OF WAY UNE ® - -- EXISTING ROAD CENTERLINE ` 7 ���/// EXISTING LOT NUMBER EXISTING LOT LINE EXISTING SEWER LINE W/ MANHOLE m EXISTING WATER MAIN W/ GATE VALVE PIRRx�- EXISTING PIRR W/ SERVICE - EXISTING STREETLIGHT -- - - -�- EXIST. ROLLED CURB, GUTTER & SIDEWALK - EXIST. VERT. CURB, GUTTER & SIDEWALK EXISTING MAINLINE DRAIN EXISTING AIR/VACCUUM RELIEF ROAD CENTERLINE - - ROAD RIGHT OF WAY INTERIOR LOT LINE - % L+L Cr1_ 5 BLOCK AND LOT NUMBER CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK OCONSTRUCT TERMINUS GRADE BEAM CURB MERIDIAN STANDARD STREETLIGHT TYPE 2 — ss —♦- SS CONSTRUCT SEWER W/ MANHOLE —w—w— CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) -[� y INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD 1� 1� DRAWINGS W7 & W9 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD —_, DRAWING W13 w CONSTRUCT V WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 SC SERVICE CONNECTION SL SERVICE LENGTH EI END INVERT KEYNOTES: OSERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 O MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 Know what's below. Call before you dig. C%V EIrR IANC— APPROVED FOR IDAHO/ CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. D" 0 m U) it Z m b 0 o w o o o Z w W ' w m a- O U) U Q g a U) XREF INDEX: M a M LO Iii rn 0 N \ O M r IRRIGATION MAIN OR LATERAL 2" DRAIN LINE SCHEDULE 80 PVC 2" SADDLE 2" BALL VALVE DRAIN ROCK SUMP MIN. 444' DOMESTIC WATER METER BOX AND COVER. (OBLITERATE THE WORDS "WATER METER") 18" PVC OR CONC. PIPE PRESSURE IRRIGATION DRAIN STATION -NTS- 3.1 FT 8.3FT INSTALL 123.1 LF OF 6" /-200psi PVC PRESSURE .. / IRRIGATION MAIN INSTALL 52.5 LF OF 6" 200psi PVC PRESSURE IRRIGATION MAIN IN A C-900 PVC SLEEVE VALVE EACH END 2-ss—ss—ss Z INSTALL 117.3 LF OF 6" 200psi PVC PRESSURE IRRIGATION MAIN I INSTALL 15.3 LF OF 6' 200psi PVC PRESSURE IRRIGATION MAIN I. J �a ^` O❑ 5 � 2 ,\ rr I K ja EXISTING 12" C-900 PVC 1 FIELD DRAIN LINE IINSTALL 316.4 LF OF 6" 200psi PVC PRESSURE IRRIGATION MAIN at a 4 DOMESTIC WATER METER BOX AND COVER. (OBLITERATE THE WORDS "WATER METER") 0 M S-11" 2'-0* 2" WATERMAN CRP -8 MM CONTINUOUS ACTING AIR M \\//\ VENT & VACUUM RELIEF z b SCALE \\ VALVE, OR EQUIVALENT = 6" TO 9" ROUND o VALVE BOX 60 0 30 60 120 18" PVC OR CONC. PIPE MIN. iI IIII-1 1=1 —u II II / 2" SCHEDULE 80 PVC 1 INCH = 60 FT. _ 6" RISER WITH SLOTS 111-11 FEET ( ) \\j OVER SERVICE LINES I—_II1= 2" SADDLE OR TEE II "NON -POTABLE" TAG (TYP ) IRRIGATION MAIN CURB STOP / OR LATERAL \ I 1" 160 PSI 3408 PE -"I=1 11=1 11=1TI—ITi=1 i 1=1TI=1 i1=1 I L—I � I—' 7 1 1/2" VALVE IRRIGATION MAIN CUBC YA D3MIN•) LEGEND. LOT PRESSURE IRRIGATION SERVICE DETAIL MERIDIAN STANDARD STREETUGHT TYPE 2 PRESSURE IRRIGATION AIR VENT STATION DETAIL -NTS- .z "- - ,PP , P INSTALL 126.2 LF OF 4" A O 200psi PVC PRESSURE IRRIGATION MAIN v 0 A INSTALL 46.0 LF OF 4" < �� ♦ 200psi PVC PRESSURE \ V -ST. IRRIGATION MAIN IN A C-900 PVC SLEEVE VALVE EACH END W.WAP00 JJ x.IIISS S� SS SS SS J r-y�---�-----�T= ^-----'�- I �------Wi=t EXISTING 18" C-900 PVC IRRIGATION PIPE INSTALL 46.0 LF OF 6" INSTALL 304.3 LF OF 6" 200psi PVC PRESSURE a 21Opsi PVC PRESSURE IRRIGATION MAIN IN A C-900 IRRIGATION MAIN PVC SLEEVE VALVE EACH END '�/PIRR� o P!R . —PIRR —PIRR —�-- PIRR— _P – 1 t x 5.5FT — EXISTING 12" C-900 PVC FIELD DRAIN LINE DAPHINE ST. l'! f INSTALL 134.8 LF OF 4" -200psi PVC PRESSURE IRRIGATION MAIN I t � w i I ¢ 1 C) %t O j � I O O I Z 1 I I INSTALL 59.8 LF OF 4" 200psi PVC PRESSURE IRRIGATION MAIN I I I� 6TALL A TEE TO EXISTING_ PVC IRRIGATION GATION MAIN AND INSTALL A 12.0 LF OF 6" pQ 200psi PVC PRESSURE 1 IRRIGATION MAIN Oma I , , INSTALL 476.3 LF OF 6"� 200psi PVC PRESSURE IRRIGATION MAIN 0 INSTALL 152.5 LF OF 4" I I 0 200psi PVC PRESSURE I ' I t IRRIGATION MAIN I x; x INSTALL 54.5 LF Of 4" � I` 200psi PVC PRESSURE IRRIGATION MAIN IN A C-900 r PVC SLEEVE VALVE EACH END a MILANO ST. / (D�4 1 / ^ 3.OF1 I� --I - EXISTING 12" C-900 PVC FIELD DRAIN UNE /' I �I EXISTING 18" C-900 PVC IRRIGATION PIPE --_�---_.T I INSTALL 114.0 LF OF 4"I A PVC PRESSOR IRRIGATION MAIN � INSTALL 35.4 LF OF 6" 200psi PVC PRESSURE IRRIGATION MAIN I -- J' Q2 ---- 7 — d �— PIRR PIRR PIRR—PIRR�_ PIRR INSTALL 283.9 LF OF 5.7FT_ 200psi PVC PRESSURE IRRIGATION MAIN 7 EXISTING 18" C-900 PVC IRRIGATION PIPE -NTS- 3.OFT IGTD -� �IRR�IRR� CONSTRUCT SEWER W/ MANHOLE CONSTRUCT SEWER CLEANOUT CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD DRAWINGS W7 & W9 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W13 CONSTRUCT V WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 CONSTRUCT PRESSURE IRRIGATION LINE W/ SERVICE CONSTRUCT PVC PRESSURE IRRIGATION MAIN IN C-900 SLEEVE, VALVED AT EACH END CONSTRUCT GRAVITY IRRIGATION LINE W/ MANHOLE (IRR) CONSTRUCT SITE DRAIN LINE W/ MANHOLE (SD) KEYNOTES: INSTALL PRESSURE IRRIGATION LINE IN C-900 PVC SLEEVE INSTALL LOT PRESSURE IRRIGATION SERVICE PER OZ DETAIL, THIS SHEET INSTALL PRESSURE IRRIGATION DRAIN STATION PER ® DETAIL, THIS SHEET INSTALL LOT PRESSURE IRRIGATION SERVICE IN EXISTING ® MAIN LINE 5O EXISTING LOT PRESSURE IRRIGATION SERVICE Know what's below. Call before you dig. C! EIDR IAiv - APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date 1 I ,e rn O 2 IRMR 1 I 1 INSTALL 72.0 LF OF 4" . t 200psi PVC PRESSURE IRRIGATION MAIN - W V % 7 �\ m N k I T � ♦ �� EXISTING 18" C-900 PVC IRRIGATION PIPE INSTALL 46.0 LF OF 6" INSTALL 304.3 LF OF 6" 200psi PVC PRESSURE a 21Opsi PVC PRESSURE IRRIGATION MAIN IN A C-900 IRRIGATION MAIN PVC SLEEVE VALVE EACH END '�/PIRR� o P!R . —PIRR —PIRR —�-- PIRR— _P – 1 t x 5.5FT — EXISTING 12" C-900 PVC FIELD DRAIN LINE DAPHINE ST. l'! f INSTALL 134.8 LF OF 4" -200psi PVC PRESSURE IRRIGATION MAIN I t � w i I ¢ 1 C) %t O j � I O O I Z 1 I I INSTALL 59.8 LF OF 4" 200psi PVC PRESSURE IRRIGATION MAIN I I I� 6TALL A TEE TO EXISTING_ PVC IRRIGATION GATION MAIN AND INSTALL A 12.0 LF OF 6" pQ 200psi PVC PRESSURE 1 IRRIGATION MAIN Oma I , , INSTALL 476.3 LF OF 6"� 200psi PVC PRESSURE IRRIGATION MAIN 0 INSTALL 152.5 LF OF 4" I I 0 200psi PVC PRESSURE I ' I t IRRIGATION MAIN I x; x INSTALL 54.5 LF Of 4" � I` 200psi PVC PRESSURE IRRIGATION MAIN IN A C-900 r PVC SLEEVE VALVE EACH END a MILANO ST. / (D�4 1 / ^ 3.OF1 I� --I - EXISTING 12" C-900 PVC FIELD DRAIN UNE /' I �I EXISTING 18" C-900 PVC IRRIGATION PIPE --_�---_.T I INSTALL 114.0 LF OF 4"I A PVC PRESSOR IRRIGATION MAIN � INSTALL 35.4 LF OF 6" 200psi PVC PRESSURE IRRIGATION MAIN I -- J' Q2 ---- 7 — d �— PIRR PIRR PIRR—PIRR�_ PIRR INSTALL 283.9 LF OF 5.7FT_ 200psi PVC PRESSURE IRRIGATION MAIN 7 EXISTING 18" C-900 PVC IRRIGATION PIPE -NTS- 3.OFT IGTD -� �IRR�IRR� CONSTRUCT SEWER W/ MANHOLE CONSTRUCT SEWER CLEANOUT CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD DRAWINGS W7 & W9 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W13 CONSTRUCT V WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 CONSTRUCT PRESSURE IRRIGATION LINE W/ SERVICE CONSTRUCT PVC PRESSURE IRRIGATION MAIN IN C-900 SLEEVE, VALVED AT EACH END CONSTRUCT GRAVITY IRRIGATION LINE W/ MANHOLE (IRR) CONSTRUCT SITE DRAIN LINE W/ MANHOLE (SD) KEYNOTES: INSTALL PRESSURE IRRIGATION LINE IN C-900 PVC SLEEVE INSTALL LOT PRESSURE IRRIGATION SERVICE PER OZ DETAIL, THIS SHEET INSTALL PRESSURE IRRIGATION DRAIN STATION PER ® DETAIL, THIS SHEET INSTALL LOT PRESSURE IRRIGATION SERVICE IN EXISTING ® MAIN LINE 5O EXISTING LOT PRESSURE IRRIGATION SERVICE Know what's below. Call before you dig. C! EIDR IAiv - APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date rn M N N ( M c� G G C� C crL L � � O p w Z W O W 0 Z -- w a m w U) 0 o Q IL w XREF INDEX: