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CC - Full Set_Vicenza Commons 2_111918x 0 z I-_ W V) 5Z W F_ Z J Z 0 w w in w O U ."n Q U i- -ad J am v � v C 0 O U) U) 1 U CL I r x � U J r F- K) U) N '-' O r--, CL r7 / v a .? o rn O c . O CK :f.- v O W r7 Q (1) N rn O r U OJ F- C Q E CZ o n C] � o .�- o 00 3 N 4-' �o �p U n 1.0 COVER SHEET, GENERAL NOTES, & SHEET INDEX 2.0 PLAT SHEET 1 - CONSTRUCTION COPY 3.0 STREET PLAN & PROFILE - W. CEDAR GROVE DR. &W. SEPINO DR. 4.0 STREET PLAN & PROFILE - N. FERRARA AVE. & W. TWISTED CREEK DR. 5.0 UTILITY PLAN & PROFILE -- LINE A 6.0 UTILITY PLAN & PROFILE - LINE 8 7.0 UTILITY PLAN & PROFILE - LINE C 8.0 SITE DETAILS 9.0 IRRIGATION PLAN 10.0 STREET LIGHTING 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 N011FY 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) BACKFILLING 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 PUBLIC 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 1.2.13 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 INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF 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 OFF 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 BEEN REMOVED. COMPACTION TESTING SHALL BE DONE AT EACH ONE FOOT OF VERTICAL LIFT AND EVERY 500 FT. HORIZONTALLY. TESTING LOCATIONS TO BE ALTERNATED TO ENSURE UNIFORM COMPACTION ON EACH DEVELOPED LOT. ENGINEERED BACKFILL TO BE COMPACTED TO A MINIMUM OF 907. 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 NPDES PERMITS, FILING ANY NOI'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 1F 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 TEAL.EY'S LAND SURVEYING, AND IS BASED UPON THE NAVD 88 DATUM. uo I I "M U N,,,7WOO 1W W W W W Waw� - d .1W W �w 11 11) I: E .�I"\ll:\ l"4r, ILI.IrN V am 24 ICENZA COMMON S'UBD.1V11S.10N \O. 2 UIA MENDIAN IDA L% -L 1 2018 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 IID 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. 8. 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 WILL 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 T MIN. FROM THE EDGE OF PAVEMENT OR AS REQUIRED 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 POLICY MANUAL 21.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE 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 ALL 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 ITIS 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 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 SEWER SERVICE LINES iN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWAL.ES). 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PPE 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. 8. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUC11ON WILL BE BY THE PUBLIC WORKS DEPARTMENT AND 11-IEIR 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 SEC11ON 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(5) AND 7.17(5). 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 (1') 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 WITH SECTION 4.3 OF THE STANDARD SPECIFICATIONS, AND DRAWINGS 7.21(S), 7.22(5), 7.24(S), 7.25(S), 7.26(S) 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 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 1N ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SEC11ON 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 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. 8. 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 WILL 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. i .,. uunMI ne %Aft VICINITY MAP U1/ATI R 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE 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 SHAM 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 SLEEVE WHEREVER THE SERVICE UNE 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 PUBLIC 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 SHAD_ 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 INSPEC11ON OF WATER LINES AND APPURTENANCES TWENTY-FOUR (24) HOURS iN ADVANCE OF BACKFILLING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING SERVICE CtNVNEC11ONS 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 COMPLE11ON 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. Know what's below, Call before you dig. COTTONWOOD DEVELOPMENT, LLC 398 E COPPER RIDGE ST MERIDIAN, IDAHO 83646 CONTACT: MIKE MCCOLLUM PHONE: 415-747-6882 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 pians by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HiGHWAY DISTRICT F(C � fE IIJIAN� APPROVED FOR D, ILA 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 (wd M LO M LO N M �u U) o N _ O V- U LO O CO � © N O p tVCDN 5S NAL FN T OF r Y W x H 0 07 O Cf m w tr C> z _ oa as 7�5 � N N 0 z W z z a W > � o W Q w LD v U W hW-. cn `_ O U)o c=.� ¢ ii COC Z O C/) W J U (n X W 0 z z C 06 ....� r"' W..... _ O W Z WW V 10 2� �.. U '. Z0 ua �► i W / z LU CO) 04 C) W' , /�'�� G• L J = 0 CL LL W ®2 z s' _ O2 o CJ? 00 3: c) Z � m M V2 >."" Z z M Q 0 OU 0 > UIN W t tt. SHEET NUMBER 100 XREF INDEX: SCALE 80 0 40 80 160 1 1 1 1 4 FEET 1 INCH = 80 FT. N BASIS OF BEARING IS GRID NORTH, IDAHO STATE PLANE COORDINATE SYSTEM, WEST ZONE, SOUTH 00'*3110 WEST BETWEEN THE WEST 114 CORNER I AND THE SOUTHWEST SECTION CORNER OF SECTION 27 Wl/4 CORNER SECTION 27 BRASS CAP CORNER RECORD NO. 2015-079246 PLAT OF SUBDIVISION N0. VICENZA COMMONS A PORTION OF THE NW 114 OF THE SW 114 OF SECTION 27, T. 4 N. R. 1 W.) B. M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2019 VICENZA SUBDIVISION #2 EXISTINGVICENU SUBDIVISION EASMENT NO. 2, LOT 1, BLOCK 8 N46*04'04CE 95.88 44 UNPLATTED S8811'16*E -242,63* S43*55'56"E- 25.48' 46,66" 80.00'80.00' 35-97'f,,. �� L►r ._. � CENZA SUBDIVISIO N46°04'04"£NO. 2, LOT 1. BLOCK77 U"> 55 .©0 5r ,,D N61*57'20"E. 50.00' S89*34'55"E 291.80' N28*02'40"W 22.81 Sl 938'57"E 111.75 Ll N3474!23"W 79.54! CORNER SECTION 27 ALUMINUM CAP CORNER RECORD NO. 2017-025897 TICEAZA SUBDIVISIONm NO. 2, LOT 1, BLOCK 6 4. FOUND MONUMENT AS NOTED 00 zo FOUND 5/8- REBAR WITH YELLOW PLASTIC CAP, PLS 10729 C41 80.00, C16 80.00, 76.37' OTHERWISE NOTED Nl� FOUND 1/2- REBAR/CAP PLS 4347 UNLESS to CN W. -A CEDAR GROVE DR. SET 5/8- REBAR WITH YELLOW PLASTIC CAP, 28.16' 66 PLS 10729 0 A zo C*4 N88 -11'16-W 241,23' A 0 L3 C5 C4 ► C43Alk 1> 4�� 58.60' '00 C44 go)- o 65.33' 6 10 51.98' 3 kP 2.45' co EASEMENT LINE SECTION/ALIQOUT LINE C) Lri A, LOT NUMBER POINT OF BEGINNING EXISTINGn6 1 n5 1 n 7 T E7!'VVATn NOTES 02 1 cj 1) A 10 FOOT WIDE PERMANENT EASEMENT FOR PUBLIC UTILITIES, DRAINAGE, AND IRRIGA77ON 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 23 40 2) LOT 30, BLOCK 1, LOT 1, BLOCK 4, AND LOT 1, BLOCK 2; ARE DESIGNATED C'\i AS COMMON LOTS AND ARE TO BE OWNED AND MAINTAINED BY BRIDGETOWER MX'CT 14nAlC'tll"IjrPC ACCnrlATMAI OR ITS ASSIGNS AND Cf4AIl HAVE A BLANKET EASNIEN I EASEMENT FOR LANDSCAPE, PRESSURIZED IRRIGATION, AND HOMEOWNERSCD r- j cn C> % (P 17.84' 26.51' PEDESTRIAN ACCESS. C22 9 60.840 V) q0 - C�? N88*09'45" 47-49' 38. .18' bb - I � 46' 3) THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO J 67-51' 72.00 FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION, AGRICULTURAL .0 4 7 .49' 76.00' FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE C)MWA- OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 6 J 'b C> /* NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 3::107 On ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A m _�t n16 NIIIlcZAAIrF" AT 774TIME UPBEGAN OR WAS CONSTRUCTED THE PR01 WICZ11'") (Z OF "IR C�j _jr'THIS SEC77ON SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE 00 6 00 Nt 11-t IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, 00 00 "34 ui IQ AGRICULTURAL FACILITY OR EXPANSION THEREOF." 72-00' 11:4 97.97' s 72,00' 74.001 30' 76.00' .k 74.93' 4) IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLER'S IRRIGATION 610.970' mv . DISTRICT IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS MTHIN THE W. PNISTED CREEK D 19.02 LO Os- N88*11'19"W Arij ny CN 41 c"Y SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE SW SECTION CORNER SEC11ON 27 3 1/2- BRASS CAP CORNER RECORD NO. 2015-079245 2141 W Airport Way, Ste 104 Boise, ID 83705 208-342-5400 Fax 208-342-5353 www.whpacific.com mh - I . I OA N88*11'16"W 205.93' G .17S. 86.25' 92.0 92.00' L tk I -- - _f% RLOCA� I C35 A 89.72' 80.00, 80.93' 00 CT__ 1.87' 04 cr) m (n to ze. 0i 4 cn CN 4-_ z: '30 zo Q_ 00 00 3:: U8 zo 141 00 -00 S Nt 1. 1) -7' :4- -co :14, :14- 1 41 tn 00 Nt - co cn 101-23'20-00' Lo (n - 92.00' 1 92.00' 92.00' 89.72' A 20.00' (n 80-00'0.93* N8811 896.71'8 178.821 25' 25' RECORD OF SURVEY No. 7768 KEYNOTES 6.5' X 55' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. 6.5' X 26* ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. SHEET I - SUBDIVISION PLAT SHEET 2 - CURVE AND LINE TABLES SHEET 3 - CERTIFICATE OF DIMERS SHEET 4 - CERTIFICATES AND APPROVALS S T 107/.0 %P, //br//j"(3 OF P. OBLIGATED FOR ALL IRRIGA77ON ASSESSMENTS, FROM BOTH SETTLER'S IRRIGATION DISTRICT AND THE PRESSURE IRRIGA77ON PROVIDER: 5) ANY RE --SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE 77ME OF THE RE -SUBDIVISION. N 6) MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED ANDIOR REQUIRED. 7) MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE, OR DITCH CROSSING A LOT, IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGA770NIDRAINAGE ENTITY. 8) RESTRICTIVE COVENANTS ARE IN EFFECT FOR THIS SUBDIVISION, FILED AS INSTRUMENT NO. -- 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 FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 11) THIS SUBDIWSION 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 27-28 BLOCK 1; LOTS 1-4 AND LOT 7, BLOCK 2; LOTS 1-2, LOTS 4-5 AND LOTS 12-13 BLOCK 3; OR A POR77ON OF SAID LOTS ARE SERWENT 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 R2) PLAT OF VICENZA COMMONS SUBDIVISION, BOOK 114 OF EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PLATS AT PAGES 17014-17016, RECORDS OF ADA COUNTY, IDAHO. PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. R3) PLAT OF VICENZA SUBDIVISION NO. 2, BOOK 110 OF PLATS AT PAGES 15670-15673, RECORDS OF ADA COUNTY, IDAHO. 13) UNLESS OTHERMSE SHOWN OR DESIGNATED, ALL LOTS ARE HEREBY DESIGNATED AS HAWNG A FIVE (5--) FOOT PERMANENT EASEMENT ON EACH SIDE R4) RECORD OF SURVEY NO. 7768, RECORDS OF ADA COUNTY, IDAHO. OF THE INTERIOR SIDE LOT LINES, AND A TEN (10') FOOT PERMANENT EASEMENT CON77GUOUS TO ALL REAR LOT LINES, FOR PUBLIC UTILITIES, IRRIGATION AND R4) RECORD OF SURVEY NO. 4475, RECORDS OF ADA COUNTY, IDAHO. LOT DRAINAGE. SHEET 1 OF 4 CM*`EF,lDLkNt:- Pubtic \IDAHO works D"� tm..t 0WO.&I rcuuceonS mW Spot#easm �i r ❑ LIK"licz--j� (oTl t -S, 4(mm) FOUND MONUMENT AS NOTED 0 FOUND 5/8- REBAR WITH YELLOW PLASTIC CAP, PLS 10729 0 FOUND 5/8- REBAR/CAP PLS 4347 UNLESS OTHERWISE NOTED 0 FOUND 1/2- REBAR/CAP PLS 4347 UNLESS OTHERWISE NOTED 0 SET 5/8- REBAR WITH YELLOW PLASTIC CAP, PLS 10729 to ro 0 0 -46-- SET 1" BERNTSEN COPPER CONCRETE MARKER, 0 PLS 10729 WITH MAGNET IN CONCRETE BRICK PAVER, AS APPROVED BY ADA COUNTY SURVEYOR. SUBDIVISION BOUNDARY LINE go)- o RIGHT-OF-WAY LINE RIGHT-OF-WAY CENTERLINE INTERIOR LOT LINE EASEMENT LINE SECTION/ALIQOUT LINE EXISTING PARCEL LINE pojg LOT NUMBER POINT OF BEGINNING NOTES 02 1 cj 1) A 10 FOOT WIDE PERMANENT EASEMENT FOR PUBLIC UTILITIES, DRAINAGE, AND IRRIGA77ON 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 23 40 2) LOT 30, BLOCK 1, LOT 1, BLOCK 4, AND LOT 1, BLOCK 2; ARE DESIGNATED C'\i AS COMMON LOTS AND ARE TO BE OWNED AND MAINTAINED BY BRIDGETOWER MX'CT 14nAlC'tll"IjrPC ACCnrlATMAI OR ITS ASSIGNS AND Cf4AIl HAVE A BLANKET EASNIEN I EASEMENT FOR LANDSCAPE, PRESSURIZED IRRIGATION, AND HOMEOWNERSCD r- j cn C> % (P 17.84' 26.51' PEDESTRIAN ACCESS. C22 9 60.840 V) q0 - C�? N88*09'45" 47-49' 38. .18' bb - I � 46' 3) THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO J 67-51' 72.00 FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION, AGRICULTURAL .0 4 7 .49' 76.00' FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE C)MWA- OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 6 J 'b C> /* NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 3::107 On ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A m _�t n16 NIIIlcZAAIrF" AT 774TIME UPBEGAN OR WAS CONSTRUCTED THE PR01 WICZ11'") (Z OF "IR C�j _jr'THIS SEC77ON SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE 00 6 00 Nt 11-t IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, 00 00 "34 ui IQ AGRICULTURAL FACILITY OR EXPANSION THEREOF." 72-00' 11:4 97.97' s 72,00' 74.001 30' 76.00' .k 74.93' 4) IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLER'S IRRIGATION 610.970' mv . DISTRICT IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS MTHIN THE W. PNISTED CREEK D 19.02 LO Os- N88*11'19"W Arij ny CN 41 c"Y SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE SW SECTION CORNER SEC11ON 27 3 1/2- BRASS CAP CORNER RECORD NO. 2015-079245 2141 W Airport Way, Ste 104 Boise, ID 83705 208-342-5400 Fax 208-342-5353 www.whpacific.com mh - I . I OA N88*11'16"W 205.93' G .17S. 86.25' 92.0 92.00' L tk I -- - _f% RLOCA� I C35 A 89.72' 80.00, 80.93' 00 CT__ 1.87' 04 cr) m (n to ze. 0i 4 cn CN 4-_ z: '30 zo Q_ 00 00 3:: U8 zo 141 00 -00 S Nt 1. 1) -7' :4- -co :14, :14- 1 41 tn 00 Nt - co cn 101-23'20-00' Lo (n - 92.00' 1 92.00' 92.00' 89.72' A 20.00' (n 80-00'0.93* N8811 896.71'8 178.821 25' 25' RECORD OF SURVEY No. 7768 KEYNOTES 6.5' X 55' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. 6.5' X 26* ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. SHEET I - SUBDIVISION PLAT SHEET 2 - CURVE AND LINE TABLES SHEET 3 - CERTIFICATE OF DIMERS SHEET 4 - CERTIFICATES AND APPROVALS S T 107/.0 %P, //br//j"(3 OF P. OBLIGATED FOR ALL IRRIGA77ON ASSESSMENTS, FROM BOTH SETTLER'S IRRIGATION DISTRICT AND THE PRESSURE IRRIGA77ON PROVIDER: 5) ANY RE --SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE 77ME OF THE RE -SUBDIVISION. N 6) MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED ANDIOR REQUIRED. 7) MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE, OR DITCH CROSSING A LOT, IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGA770NIDRAINAGE ENTITY. 8) RESTRICTIVE COVENANTS ARE IN EFFECT FOR THIS SUBDIVISION, FILED AS INSTRUMENT NO. -- 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 FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 11) THIS SUBDIWSION 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 27-28 BLOCK 1; LOTS 1-4 AND LOT 7, BLOCK 2; LOTS 1-2, LOTS 4-5 AND LOTS 12-13 BLOCK 3; OR A POR77ON OF SAID LOTS ARE SERWENT 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 R2) PLAT OF VICENZA COMMONS SUBDIVISION, BOOK 114 OF EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PLATS AT PAGES 17014-17016, RECORDS OF ADA COUNTY, IDAHO. PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. R3) PLAT OF VICENZA SUBDIVISION NO. 2, BOOK 110 OF PLATS AT PAGES 15670-15673, RECORDS OF ADA COUNTY, IDAHO. 13) UNLESS OTHERMSE SHOWN OR DESIGNATED, ALL LOTS ARE HEREBY DESIGNATED AS HAWNG A FIVE (5--) FOOT PERMANENT EASEMENT ON EACH SIDE R4) RECORD OF SURVEY NO. 7768, RECORDS OF ADA COUNTY, IDAHO. OF THE INTERIOR SIDE LOT LINES, AND A TEN (10') FOOT PERMANENT EASEMENT CON77GUOUS TO ALL REAR LOT LINES, FOR PUBLIC UTILITIES, IRRIGATION AND R4) RECORD OF SURVEY NO. 4475, RECORDS OF ADA COUNTY, IDAHO. LOT DRAINAGE. SHEET 1 OF 4 CM*`EF,lDLkNt:- Pubtic \IDAHO works D"� tm..t 0WO.&I rcuuceonS mW Spot#easm �i r ❑ LIK"licz--j� (oTl t -S, 4(mm) c� V_ 2 Ob CD 0 N xE 0 u- 0 0 to ro 0 0 -46-- CL CV) 0 c� c) go)- o -04 CO -04 Lu cn O cl) . . . . . w 0 z T I I I u- u- O 00 co CD v - CN 0 zLL z 'w (D z a Lu v w > 0 u L�_ Lu w 3: c/) W 0 LU m W CL CL N- 0clip 2 0 Z ui c/) z 0 F_ tV 0 d U z z F_ F_F- '0 c) z CL I z w > X 0 0 CL 0 'dWcle) cy) 2 < w > z z Lu -3 ME M 04 C:) W 0 (D z C) w 02 W 02 0 0 VJ F- Z N uj ca M ;4 '�Cz z _w :S' M cq 0 (.) lmlm� Lug c ) > 0 CL w CL SHEET NUMBER 200 XREF INDEX, 2552 2548 2544 2543.71 TRC 0+99.06 2543.49 TRC 1+46.50 2536 L- 6+40 0 < C Jt t a _0_0 C V) I n n I r X UJ F- V) Lj 0 0 Q_ > co 0 C 0) O 0 0 UJ F- F- (D x Ci UJ Co 04 W 00 0 E a- 0 i.— E Q_ 0 > < LO -0 .. 0 0) 0 co C3: T-- 0 0 N "'0 V— V_ 0 CL 6+00 5+60 5+20 4+80 2552 2548 2544 4+40 W. CEDAR GROVE DR.. 4+00 3+60 3+20 2+80 2+40 5 C9 . . . . . . . . . . . r.= =5 K C>Mi CN x E 0 U_ 0 . .....LO ...... ............. .................... ...... ....... ...... ...... ........ ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cq W..... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . ...... Cq 0+37.81 04 Im _N LLJ r__ Cq ;5: j S�o1AAL FNc GW TF C1 C� E C.7 C) C> C4 LU (P 2 ,A �8 LU ........ . ) d) ZE CN 1 LO C) C>- + i5 a- C) tf?C-4 C14 I => W < ! 4 + C14 Z_ 5- LLJ M C-4 W C/) z z + "t . .............. ....... + LO .............................. ....... ......... ....................... ....................... ........... ........... ........... ...... ........... .............. ....... .. . ...... 0.0%. ................ Cc ck: CL >wCe. C; Z 0.46% o.467. 00 co U_ U_ 0.46% V_ C> V 0_ 046%1 0.46% .......... ........... ................ ......... ..................... ............. ............... PROPOSED ROAD EXISTING GRADE ........... .............. .......... I .......... .......... ...... .............. ...... ......... ............. ........ ........................ ...... ........ 2536 L- 6+40 0 < C Jt t a _0_0 C V) I n n I r X UJ F- V) Lj 0 0 Q_ > co 0 C 0) O 0 0 UJ F- F- (D x Ci UJ Co 04 W 00 0 E a- 0 i.— E Q_ 0 > < LO -0 .. 0 0) 0 co C3: T-- 0 0 N "'0 V— V_ 0 CL 6+00 5+60 5+20 4+80 2552 2548 2544 4+40 W. CEDAR GROVE DR.. 4+00 3+60 3+20 2+80 2+40 �jvC14 E LLJ (/V LIJ H TRC 3: 2543.14 TRC 1+59.89 C.A C:) 0+37.81 ''MW 11 GW.EL. =2536.7 EX. GRND EL 2541.8 MIN. ROAD CL 2541.4 00 C-4 5 C9 . . . . . . . . . . . r.= =5 K UJ CN x E 0 U_ 0 Q ,.45 TRC 2543.14 TRC Lo + n ct (D .00 00 V- 0 0+37.81 04 Im _N LLJ C:) j S�o1AAL FNc GW TF E SEP N ------ C) LU (P 2 ,A �8 LU ........ . ) + A C0 i+ �jvC14 E LLJ (/V LIJ H TRC 3: 2543.14 TRC 1+59.89 C.A C:) 0+37.81 ''MW 11 GW.EL. =2536.7 EX. GRND EL 2541.8 MIN. ROAD CL 2541.4 00 C-4 5 C9 . . . . . . . . . . . r.= =5 K UJ CN x E 0 U_ 0 Q to 0 d 0 co) S Lo + n ct (D .00 00 V- 0 2552 2548 2544 2540 2536 L- 2+00 1+60 1+20 0+80 0+40 0+00 N. VASTO WAY 2+00 1+60 1+20 0+80 0+40 �Z� 2552 2548 2544 WX flo =f is M121 KEYNOTES: O REMOVE CONCRETE TERMINUS GRADE BEAM. 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 VERTICAL AND SPILL UP ROLLED CURB. APPROXIMATE LOCATION OF 35' LONG PERCOLATION DRAIN. SEE DETAIL ON SHEET 9.0 INSTALL MONITORING WELL PER DETAIL, SEE SHEET 9.0 INSTALL TYPE III TERMINUS BARRICADE W/ -ROAD WILL EXTEND IN THE FUTURE" SIGN PER ACHD SD -11328 REMOVE TERMINUS BARRICADES AND REUSE INSTALL TYPE 11 TERMINUS BARRICADE PER ACHD SD -1132A p{ NOT USED INSTALL PEDESTRIAN RAMP TYPE "A" PER ACHD SD -712A WITH TACTILE WARNING, SEE ALSO ROADWAY NOTES 17 & 21 ON SHEET 1.0 INSTALL PATHWAY, SEE DETAIL ON SHEET 9.0 REMOVE TEMPORARY TURNAROUND LEGEND 2!2ro5 CA rx 65.50 TRC 3+04.85 65.86 TRVC 7+53.09 DIAN*-- (:works >Wnpon Pubuc IDAHO Dep�tM�• L SCALE 40 0 20 40 80 FEET 1 INCH = 40 FT. PROPERTY BOUNDARY RIGHT OF WAY LINE EXISTING ROAD CENTERUNE EXISTING LOT NUMBER EXISTING LOT LINE EXISTING SEWER LINE W/ MANHOLE EXISTING WATER MAIN W/ GATE VALVE 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 BLOCK AND LOT NUMBER CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK CONSTRUCT TERMINUS GRADE BEAM CURB CONSTRUCT 4! VALLEY GUTTER W/FILLETS CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO ROADWAY NOTE 15 ON COVER SHEET. INSTALL TYPE III TERMINUS BARRICADE & *THIS ROAD WILL BE EXTENDED IN THE FUTURE SIGN. PER ACHD SD -11328. INSTALL TYPE 11 TERMINUS BARRICADE NTH KICK PLATE AT BASE PER ACHD SD 1132A DESIGN GRADE 0 TOP OF REVERSE UP ROLLED CURB ROADWAY STATION DESIGN GRADE 0 TOP OF REVERSE VERTICAL CURB ROADWAY STATION 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON SHEET 9.0 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 cf) M CV) C) Lo CN x E 0 U_ 0 to 0 d 0 co) S 'q 'C) 19 CL 5'®cv%l 15-: C? (D .00 00 V- 0 04 Im _N S�o1AAL FNc GW TF (P 2 ,A C0 W W C/) z z 0 0 Im >wCe. C; Z 00 co U_ U_ V_ C> V 0_ 0 ZLL z I L W W Z ;� 0 " ; z -:$I a W �e W > 0 W W W W = co U) W in 0 C) W x X CL 0- 0 _j a- ca D to 0 W 0 z W U) 0 z CL W U) C*4 a d Z,> (3 z W j OZ5 Z 0 C:) UL 0 Wo Z U) UJ > CL I x C) 0. W Z) > W0 M 06 J U) 0 W < z co 0� > C/) W z Uj =J LL 04 C:) < p 0 0 z CL Z> ry 0 2 F— < 0 0 3: 0 WO a a LU LLJ Z 0 W Ma ZD W_ z M F- I--- 0 CL) W Vj C) > 0 SHEET NUMBER 10 XREF INDEX: A )c jV1' (A IN 0.05 TRC 12+00.83 D 40.15 TRC 11+66.281 2540.41 11 7 1 2552 25*0.05 TRC 12+00.83 22 2552 W MI; 2544 2540 2536 3+20 W 2544.23 TRC 3+13.60 h 2544.56 TRC 2+16.80 SIC, D 2544.27 TRC u 2544.85 TRC 3+00.51 +33.79 2544.23 TRC 250.15 IT 3+13.60 0+46. "s 2545.13 TRC 4 0+51.64 4 25M4 Ati z , 2+1 V. Mg o 264.89 TRC;,,`- 1+21.34 4* - tx 11 q 'a h, C 75 V ' G --J D I _4 t 25 15 TRC 0 +46.75/ 2545.13 TRC 10+51.64 t 01 2+80 2+40 2+00 1+60 1+20 0+80 0+40 2552 2548 2544 2540 9j;';A 0+00 SCALE n 0 20 40 80 FEET 1 INCH = 40 FT. SCALE 40 0 20 40 80 FEET 1 INCH = 40 FT. KEYNOTES: CONSTRUCT 4' VALLEY GUTTER W/FILLETS 3+04.85 CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO 65.86 TRVC ROADWAY NOTE 15 ON COVER SHEET. 7+53.09 INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE REMOVE CONCRETE TERMINUS GRADE BEAM. LE GEND. V- 2 ob Cl) a C%j INSTALL TYPE II TERMINUS BARRICADE NTH KICK PLATE AT BASE �- LAJ a LO INSTALL MID BLOCK PEDESTRIAN RAMP PER ACHD z 0 LL jo O SD -712G WITH TACTILE WARNING. SEE ALSO ROADWAY ................ ...... ............ PROPERTY BOUNDARY CO NOTES 17 & 21 ON SHEET 1.0 : 00 �< ............. ........ ............... .............. ....... ...... 5' TRANSITION BETWEEN VERTICAL AND SPILL LIP ... ........ ........ RIGHT OF WAY LINE ROLLED CURB. (P 0 C4 <0 N C> CN : I LO CN EXISTING ROAD CENTERLINE U - APPROXIMATE LOCATION OF 35' LONG PERCOLATION DRAIN. SEE DETAIL ON SHEET 9.0 OOH (" C) coo FL EXISTING LOT NUMBER CL INSTALL MONITORING WELL PER DETAIL, SEE SHEET 9.0 LO EXISTING LOT LINE C1 + INSTALL TYPE III TERMINUS BARRICADE W/ -ROAD WILL EXTEND IN THE FUTURE" SIGN PER ACHD SD -11328 Uj EXISTING SEWER LINE W/ MANHOLE LO CN REMOVE TERMINUS BARRICADES AND REUSE + cc TER TE VE EXISTING WA MAIN W/ GA VALVE OINSTALL TYPE 11 TERMINUS BARRICADE PER ACHD PJRRx EXISTING PIRR W/ SERVICE SD -1 132A CD cc C, NOT USED EXISTING STREETLIGHT INSTALL PEDESTRIAN RAMP TYPE "A" PER ACHD SD -712A WITH TACTILE WARNING, SEE ALSO ROADWAY O 0 U) EXIST. ROLLED CURB, GUTTER & SIDEWALK 0.35% NOTES 17 & 21 ON SHEET 1.0 ............. 00 ....... U- 0 Ld M. 1. 1 ............. ...... r-) Z5 ......... ................... ................. ........... .............. ........ .......... 0 z EXIST. VERT. CURB, GUTTER & SIDEWALK INSTALL PATHWAY, SEE DETAIL ON SHEET 9.0 ... 0.357*: .. ....,........-.............0.35%.......-... ........ 13 EXISTING MAINLINE DRAIN + CL REMOVE TEMPORARY TURNAROUND 0.35% A, 0.357* U - EXISTING AIR/VACCUUM RELIEF 00 co co + ROAD CENTERUNE ROAD RIGHT OF WAY o U - Z z INTERIOR LOT LINE 2540.15 TRCA 11+66.28-' 20 19 21 18 17 16 15 14 2544.23 TRC 3+13.60 E 2540.63 TRC 10+82.50 2540.91 TRC 2544.09 TRC 2541.47 TRC 0 3+52.64 TRC 8+65.09 2543.07 TRC 3 8 10+35.06 9+37.09 2541.88 TRC 2542.30 TRC 2542.7 7 254, 4 TRC 7+ 1.09 2543.32 TRC 77777777-77 6+47. 9 2543.59 TRC Ql 0 5+75.0 4+24.17 W, "AQ 4+99.09 V o"" C> 7 -- (3 ING Ui + W TWISTED CREEK H - - ---- ----- 4a+ C1 08.01 C) 2544.23 TRC - I - 4c> a E� 3+13.60 00 S S-ri ------- SE, + + SnE to + LO -------- --- E + S 2544.04 TRC 2540.88 TRC ---------- 7 777 7 r -n -r - - 2540.91 TRC 2541.40 TRC B B 10+39.86 D 3+63.91 10+35.06 9+48.82 2542.46 TRC LIJ 7777= 2541.93 TRC 2542.98 TRC 7+64.82 C�j N��:' z- 6+75.09 %2543.29 TFC 8+56.82 2543.8j TRC D 5+85.09 2543.57 TRC 2542.99 TRC 5+05.09 4+24.17-'- 2543.28 TRC 6+73.22 F - (D 4"-% LLJ 5+86.97 i543.14 TRC Ljj 2543.14 TRC '1�..6+55.09 -T- V) 6+05.09 1C7 UJ 6 511� 4 ,13 2 30 29 28 27 2536 " 12+00 W. TWISTED CREEK DR. 11+60 11+20 10+80 10+40 10+00 9+60 9+20 8+80 8+40 8+00 7+60 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 B -Z OCA 5 BLOCK AND LOT NUMBER CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK CONSTRUCT TERMINUS GRADE BEAM CURB y �` CONSTRUCT 4' VALLEY GUTTER W/FILLETS 3+04.85 CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO 65.86 TRVC ROADWAY NOTE 15 ON COVER SHEET. 7+53.09 INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE :0q EXTENDED IN THE FUTURE" SIGN. PER ACHD SD -1132B. V- 2 ob Cl) a C%j INSTALL TYPE II TERMINUS BARRICADE NTH KICK PLATE AT BASE �- LAJ a LO 0 z 0 LL jo 2548 ............ ............. ......... ......... ................ ...... ............ ....... ........... ................... ......... ........... ............. ....... .............. ....... ........ .............. CO CLO : 00 �< ............. ........ ............... .............. ....... ...... LO ...... .... . . 9 ..... ... ........ ........ T N (P 0 C4 <0 N C> CN : I LO CN M U - Co :C0 0 OOH (" C) coo FL + CL LO W C1 + Uj LO CN + cc co LO zi CD cc C, O 0 U) co 0.35% 2544 ............. 00 ....... U- 0 Ld M. 1. 1 ............. ...... r-) Z5 ......... ................... ................. ........... .............. ........ .......... 0 z ... 0.357*: .. ....,........-.............0.35%.......-... ........ + CL 0.35% A, 0.357* U - 00 co co + o U - Z z z W Uj > 0 W a W W m: W x F- W 0 -j 0- m D C/) 0.587- 0.58% ��__ :_____. _.__ ._ __. PROPOSED ROAD 2540 ... 0.0.29,' ..................... ............. ...... . ...... ... ................ ....... ..... ......... EXISTING GRADE .... .............. ....... ................... ... ...... ........... ........................ ......... ........ ....... . .. .... ....................... ...... 2536 " 12+00 W. TWISTED CREEK DR. 11+60 11+20 10+80 10+40 10+00 9+60 9+20 8+80 8+40 8+00 7+60 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 B -Z OCA 5 BLOCK AND LOT NUMBER CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK CONSTRUCT TERMINUS GRADE BEAM CURB y �` CONSTRUCT 4' VALLEY GUTTER W/FILLETS 3+04.85 CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO 65.86 TRVC ROADWAY NOTE 15 ON COVER SHEET. 7+53.09 INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE (y) LO C) 04 IT EXTENDED IN THE FUTURE" SIGN. PER ACHD SD -1132B. V- 2 ob Cl) a C%j INSTALL TYPE II TERMINUS BARRICADE NTH KICK PLATE AT BASE PER ACHD SD 1132A 2552 2548 2544 2540 -J 2536 2+80 65.50 TRC DESIGN GRADE 0 TOP OF REVERSE UP ROLLED CURB ROADWAY 3+04.85 STATION 65.86 TRVC DESIGN GRADE 0 TOP OF REVERSE VERTICAL CURB ROADWAY 7+53.09 STATION (y) LO C) 04 IT 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL V- 2 ob Cl) a C%j ON SHEET 9.0 CMERIDtDAH IANt- ftbrk 16 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 4 (wd cr) LO (y) LO C) 04 IT V- 2 ob Cl) a C%j x E M 0 U- LO p PRO* 0 r- Q tr- CLcn 0 -- .�= co "T (ou %y CL < C� a V N: (D C? ';T .0 00 �S�p14 L T N (P 0 OF M W W Uj Cl) O 0 U) co x 0 z U- U - 00 co o U - Z z z W Uj > 0 W a W W m: W x F- W 0 -j 0- m D C/) W W 0 > z LLJ C/) < LLW LL a Z C5 oz$ z Z 0 b F- 0 Z U) (L CL 1 0 W> X -w0 Uj W 0?5 M W < ULJ z CY) z > W W LL C\1 C) 0 (9 z a - CL 0 2t 3: 02 0 0 U) 03: 0 z < WM %> N z W z CY) 0 U, > 0 W CL 0 - SHEET NUMBER 400 XREF INDEX: INSTALL 8" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 INSTALL 8*x8"x6" TEE (MJxMJxFLG) 8" BLOWOFF ASSEMLBY PER CITY OF MERIDIAN DETAIL W13 6" GATE VALVE (FLGxMJ) 13.8 LF OF 6" C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY PER MERIDIAN CITY STANDARDS A 4jti 4)* All LIN WM 2544 ON INSTALL 25.5 LF OF 8" C-900 PVC WATER MAIN," INSTALL 41.9 LF OF 8* C-900 PVC WATER MAIN ]NSTALL 50.5 LF OF 8" C-900 PVC WATER MAIN �x ^;� V Aj 00, 0 RAW + C'i" C4 In 04 INSTALL 291.8 LF OF 8" Lj C-900 PVC WATER MAIN Ss� Q9ST. &7_1 6+553 41 INSTALL 8*x8"x6" TEE (MJxMJxFLG) INSTALL 19.3 LF OF 8* 6* GATE VALVE (FLGxMJ) C-900 PVC WATER MAIN 12.5 LF OF 6"_ C-900 PVC WATER MAIN INSTALL 63.8 LF OF 8" FIRE HYDRANT ASSEMBLY PER MERIDIAN C-900 PVC WATER MAIN CITY STANDARDS r CIO rl_ + to + C14 C.3 _j wC14 lo 46-er-7 - IT. FR -7- ci .,; `�`` 132 W W W W W W W W CEDAR GROVE DR,-,143SS-_+ 55 Ss SS C>+ S+ -_JS C> 00 V,SS SS S LINE A i LO A i ne i Uj 0421 1,! C11; le x C4 to 8101 "P_� U-) C14 CO + C-4 C14 U") &zp C -S L4i C6 *41 VS 04 cfj CfS W i i CJ? +16.38 71 if REMOVE EXISTING BLOWOFF :--�,4W AND CONNECT TO EXISTING ---- 8" WATER MAIN, MAINTAIN SERVICE TO HOMES S C. 6+2362 SL 35.2* I -E 2538.31 ,V Ak PnNqT qqUM A.1 5+99A.4 T"", %P INSTALL 35.2 LF OF 8" C-900 PVC WATER MAIN M A f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� 35 PVC Pipe ®0.60 CONST 303.3 LF 8 SDR -35 PVC Pipe 00.5071, CONST 79.SDR-35 49.9 LF 1 LF 82f CONST, I 0 ........... .. ... ....................... ...... ........ 1. � ..... P" 11 - 8 SDR -35 ... ...... ........ .... . . ..... ....... ...... . .... . .. .. ........... PVC Pipe 0 0.50% ........... . ... .... .. 2536 ..... .. 2537.15 : * ... 2536.49'-'- 2536 2536.39 PVC Pipe 0 0.50% INV OUT (SE) INV IN (NW) T (E) C:) MINV OUT 2524 1 0+80 1+20 1+60 2+00 2+40 2+80 3+20 4+00 4+40 4+80 5+20 5+60 6+00 6+40 ..... 2532 LO ...... 12528 4 N SCALE 40 0 20 40 80 ( FEET ) INCH = 40 FT. KEYNOTES: SERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 LEGEND. W A SC SL El PROPERTY BOUNDARY RIGHT OF WAY LINE EXISTING ROAD CENTERLINE EXISTING LOT NUMBER EXISTING LOT LINE EXISTING SEWER LINE W/ MANHOLE EXISTING WATER MAIN W/ GATE VALVE EXISTING PIRR W/ SERVICE EXISTING STREETLIGHT EXIST. ROLLED CURB, GUTTER & SIDEWALK EXIST. VERT. CURB, GUTTER & SIDEWALK EXISTING MAJNLINE DRAIN EXISTING AIR/VACCUUM RELIEF ROAD CENTERLINE ROAD RIGHT OF WAY INTERIOR LOT LINE BLOCK AND LOT NUMBER CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK CONSTRUCT TERMINUS GRADE BEAM CURB MERIDIAN STANDARD STREETLIGHT TYPE 2 CONSTRUCT SEWER W/ MANHOLE CONSTRUCT C-900 WATER MAIN SIZE AS SHOW INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD DRAWINGS W8 & W9 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W13 CONSTRUCT )4" WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 SERVICE CONNECTION SERVICE LENGTH END INVERT 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 CD V) LO I M 0 LO V_ CV) C/) 0 C14 Or) Cl) CD CD C:) 2534.86 2534.86 00 'qT M C 2534.44 14, An 00 Ir- 50 + C/5 Cf) (D 0i INV IN () W INV OUT (NE) 2534.44 INV OUT (N) NAL C/3 II + 00 INV IN (SW) F 2532 ...... � 2-' 0 ....... ............... ....... F- ............. CD C14 ........... ....... ...... .............. ............... .. ..................... ......................... M F7 Ile x 0 C/) Z 0 < Cl) Cf) + M cf) (a; 2534.17 M INV IN (S) 0 0 C/) F-: Lo C/3 + Cf) Cf) Z < C/) Lb C/) 0 Cn z 0 F_LC C/) 2528 ..... ...... ........ ......... ............. ..................... .......... ........ ............ ........ .............. ....................... .................... ........ ............. .................. ...................................... ........ ........... X Uj 2524 1 0+80 1+20 1+60 2+00 2+40 2+80 3+20 4+00 4+40 4+80 5+20 5+60 6+00 6+40 ..... 2532 LO ...... 12528 4 N SCALE 40 0 20 40 80 ( FEET ) INCH = 40 FT. KEYNOTES: SERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 LEGEND. W A SC SL El PROPERTY BOUNDARY RIGHT OF WAY LINE EXISTING ROAD CENTERLINE EXISTING LOT NUMBER EXISTING LOT LINE EXISTING SEWER LINE W/ MANHOLE EXISTING WATER MAIN W/ GATE VALVE EXISTING PIRR W/ SERVICE EXISTING STREETLIGHT EXIST. ROLLED CURB, GUTTER & SIDEWALK EXIST. VERT. CURB, GUTTER & SIDEWALK EXISTING MAJNLINE DRAIN EXISTING AIR/VACCUUM RELIEF ROAD CENTERLINE ROAD RIGHT OF WAY INTERIOR LOT LINE BLOCK AND LOT NUMBER CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK CONSTRUCT TERMINUS GRADE BEAM CURB MERIDIAN STANDARD STREETLIGHT TYPE 2 CONSTRUCT SEWER W/ MANHOLE CONSTRUCT C-900 WATER MAIN SIZE AS SHOW INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD DRAWINGS W8 & W9 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W13 CONSTRUCT )4" WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 SERVICE CONNECTION SERVICE LENGTH END INVERT 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 V) LO M 0 LO V_ CV) C/) 0 C14 x E M 0 U_ to 0 p 0 Fl- Q CL CQ Q 00 'qT M C 14, An 00 Ir- 50 'C' C' NAL \S 62 (P _zo� F 71 M F7 Ile x W tYW U) z 0 LU W d z 00 00 LL LL ic:Z\l V_ V_ V_ V_ 0 LL Z a Uj z 0 z 0 Y 0 W 0 t= Uj UJ F< - W W X (1) LU LU W a0-. to 0 _j O_ Ca D to W OZ J(1) < 0 d z Wj .j z .j -0 c) F - LL z U) x 0 Ljj > a. CD LLJ CY) < 06 LUz > C/) Uj 4 c1r) 04 (=) Z Wz 0 (!) z Q_ 0 00 < Z Uj MN z WW zz CY) 0 0 04 W 0 p > 5 0 0- 0. SHEET NUMBER 5nO XREF INDEX: 0 C C71 1 p-1 q 00 -4-4 1.— V) :D I IL Ix r 0 LLI V) F- V) Cq I go 0 r -n CL 1`0 11-1 0 = CL > L� 0 C) CL 0 q CD L. D 3�: 0 0'-0' C 0 LJ F- 0 x I LJ CL 111*1 r I 3:N't (1) pe) Cq 0 00 E 0 C E 0- 0 (D > < 0 0 00 C 0 -1. 0 5 04 -4-j "'o C) L;j INSTALL 122.0 ffa OF 8" C-900� ",PVC WATER MAIN, 01 N" �m � Q V 'X TND CONNECT WATER MAIN,-,_ ,E TO HOMES. X INSTALL 8"x8mx6" TEE (MJxMJxFLG) 6* GATE VALVE (FLGxMJ) 15.3 LF OF 6" C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY PER MERIDIAN CITY STANDARDS —INSTALL 31.5 LF OF 8* C-900 PVC WATER MAIN`,;"""_ INSTALL 93.6 LF OF Er C-900 PVC WATER MAIN 2540 ... ............ ...... .......... ........ ... .. ....... ......... ........... . ........... ...................... .................... ..................... .............. ...... ....... ...... ...... ...... ..... ................. ........ . ........... ............... ...... ....... .... : . ..... ....... ... ....... * ... * ... * . 1.1 1. 1 12540 36251 1-:- -....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. ...... .......... .......... ......... ........ I. .-.........: ........... * .... * *: ........: ........................... ................... ......*....'... .................... ............. [I.. [-2536 .......... ................................ ........... .......... * ....... .......... ....... ...... .......... * ..... ..... : . ....................... .......... ...... .... * ....... .............. .. ...... 253211__ ............ I.I. I 1_1 ................. . ...... _1_1 .. L I.I.. ........... . .... II ...... 2532 CONST. 13.1 LF 8" SDR -35 PVC Pipe 0 0.40% . . . . . . . . . . . . ........ ........ ............... ........ .................. ........ ....... ........ . ..... ....................... .. .. ................. ........... .......... ....................... 2528 2528 ..... ...... .... .... ............ .... . ............ ...... .............. ........ ....... .. ...... ....... ......... ........ ...... ...... ... ...... CONST. 131.2 LF 8- SDR -35 PVC Pipe ® 0.41% CONST 66.4 LF ..... CONST. 202.9 LF 8" SDR -35 PVC Pipe ® 0.40% 8" SDR -35 PVC Pipe 0 0.40% 2525.61 CONS S) ....... . 2524.94 T 294.8 LF 8* SDR -35 PVC Pipe ........... ...... ...... .............. ....... .... 1 2524 INV IN (� : ....................... .. .. ........ .... .... .... 00.407 ...... ...... .................. ..... . . . . . . . . 2525.51 .................... INV IN (4ZI 9S174 RA . -I.. � ... : . ...... 2524 INV OUT (N) 2524.94 INV OUT (E) M 2524.02 2523.64 INV IN (W) INV IN (W) M 2523.54 C/) INV IN (W) Ch Cn LO CD 00 INV OUT (NE) C/3 U-) % C'14 + Cn + 2523.92 2522.34 LO C/) INV OUT (E) r..z Cf) W LO INV IN (SW) 2520 ...... ............... ................ ...... ...... ............. ........ C'4 ......... M m Cn C). 0 0 F-: + to C -q z 0 to to 0 V) 0 + W Cn LINE B 2516 � 0 F -- I - - zol b 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 A-4-Fl0 74-90 7 -i -A0 8+008+40 2520 SCALE 40 0 20 40 80 NK FEET 1 INCH = 40 FT. LEGEND CONSTRUCT TERMINUS GRADE BEAM CURB MERIDIAN STANDARD STREETLIGHT TYPE 2 0 PROPERTY BOUNDARY _W_W RIGHT OF WAY LINE TV 'U. EXISTING ROAD CENTERLINE -LIM 'AW DRAWINGS W8 & W9 Cf) LO N0 EXISTING LOT NUMBER 00 CD 0 C\I EXISTING LOT LINE EXISTING SEWER LINE W/ MANHOLE 01 - EXISTING WATER MAIN W/ GATE VALVE PIRRx- T EXISTING PIRR W/ SERVICE 1A EXISTING STREETLIGHT 0 EXIST. ROLLED CURB, GUTTER & SIDEWALK EXIST. VERT. CURB, GUTTER & SIDEWALK efir-1 1, EXISTING MAINLINE DRAIN [AA EXISTING AIR/VACCUUM RELIEF ROAD CENTERLINE ROAD RIGHT OF WAY INTERIOR LOT LINE 86 167.1,_ 5# BLOCK AND LOT NUMBER OF CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK CONSTRUCT TERMINUS GRADE BEAM CURB MERIDIAN STANDARD STREETLIGHT TYPE 2 0 CONSTRUCT SEWER W1 MANHOLE _W_W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) TV 'U. INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD -LIM 'AW DRAWINGS W8 & W9 Cf) LO N0 INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD 00 CD 0 C\I DRAWING W13 CONSTRUCT %* WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 SC SERVICE CONNECTION SL SERVICE LENGTH 0 END INVERT KEYNOTES: 0 SERVICE CROSSING MAIN UNE, SEE WATER NOTE 3 ON SHEET 1.0 Q MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 IDIAN*-- cvn�iw-- "k IDAHO WorksDepar(mmt D'Sip A C."M.W. S'F;9M' Sp dficalicas 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 4 ="* "No to Cf) LO N0 00 CD 0 C\I x E M U_ 0 LO C:> 0 t- Q M Q L9 C-4 V 3: W C? 'qr A2 00 V- 0 C:) .04 M N S�pV"A A L G Tie �A 86 N,9tE_� 6 0 OF 11 MSN C/) Ne W Cf) z 0 65 5; W x C; z F U_ (079 L U. to 2 2 0000 T- CD V_ C) 0 U_ z n W zz 0 a WV W t= aw W a: W U) W 0 W m < W 0 _j M n C/) a W 0 z W CO C) z z I C:) F_ U. 0 I 0 W (x 0. 0 W cie) 2 < 1 06 LLj > z W Ce) z LU Z C) 0 L—L 0 0 CL z 0 CL 0010 >_ 3: (.) W ca z 0 W cy) ca q1r_ W z W 2 "gr z 5 Ce) I Z () 0 yo D ...w. > C) 3 a. SHEET NUMBER 6nO XREF INDEX: 00 C 01 _0_0 C C) :D CL I X 0 LjJ pr) F- 0 0 a_ a> LL: rn 0 C o % C 0 H:3 F- 0 x CL I UJ 00 0 E 0 r C < E 0 > < N -0 0 0 00 C 3.1 T- 0 0-6-j N -I- 0 INSTALL 8" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W1 3 INSTALL 51.5 LF OF 8" J5 C-900 PVC WATER MAIN 2548 2544 2540 2536 2532 2528 2524 2520 2516 INSTALL 8"x8*x6" TEE (MJxMJxFLG) N" - 6 GATE VALVE (FLGxMJ) 11.4 LF OF 6 INSTALL 312.0 LF OF 8" Cd -y Cl k; C-900 PVC WATER MAIN f C-900 PVC WATER MAIN' FIRE HYDRANT ASSEMBLY PER MERIDIAN CITY STANDARDS COD INSTALL 61.8 LF OF 8" LOD 0) COD C-900 PVC WATER MAIN 0 04 6 V� COCO lbo to C> V + 4 n '00 C6 C-4 Q. to Cl 00 C6 INSTALL 134.8 LF OF 8* + 4 n 11 C*4 tn + 4 PrON) C-900 PVC WATER MAIN ON LOD C/i CA 0 CA 9i W W LINE C W. TWISTED CRE EK DR.- + + 1+ -SS ss ss ------- si-L— + S�$S_ 7 _b (d 7\ i I . . . ........ -W CV CV Lf) C-4 U-5 co Z4 Cal Cl r- C -q to K) n Cd U-) C6 n Uir- + LOD ON 04 pe) C14 0*4 to C-4 CO rn C14 04 re'l fl + U") W1* C14 d U4 Ln CA d ul N ST, SSMH — 1 4 co q + -4- IN Cj c6 vi L,4 W ---L— W SS C _0 O: -F+— S %, ....................... W SS INSTALL Ir FLxMJ ADAPTOR 8"x8"x8* TEE (FLG) 2-8- GATE VALVES (FLGxMJ) C) z/ Al C-0 C,4 C,4 04 N Cj f< Lij _j to + 2! Uj n V) Cl) 4ST. SSMH B—* I 2+50.2711, CD co 1 ................. ....................... ............. ...... ......... ..... ...... ......... . .... ................. .............. .......... ..................... .......... .......... ........... .. ...... .................. ........ ............ ..... ........ 2485.37 ....... ......... -M* CV) LO EXISTING ROAD CENTERLINE RIM 2540.08 71 2483.12 Ul) C) 0 1'-- 0 CL Cn Q GD It C V 3t RIM ................. . ... ........... ......... .. . ......... RIM ...... .......... ....... . .. .......... ....... ................. ......................... ...... .......... ...... .......... ................. .......... ........... ........... ................... .................. ................. . ...... .............. .... ........... ..... .... .. ......... . ....... ............ ............. .. .. ............. . .... .... . ........ .... .. ... ... ......... ..... ....... ........... ....................... ......... CONST 75.0 LF .......... ....... ............... ....... .......... ................ ......... ...... ...... ........... ...... ............ ........... .................. ........ ....... ........ ........... .............. ...... cy 0_L --- XX 8*p SDR -35 2544 EXIST. ROLLED CURB, GUTTER & SIDEWALK ............ PVC Pipe 0 0.60%: ......... ...... . ....... ...... ....... ...................... ..... . ......... ............ ............. .......... .......... ....... ................ .... .. 2540 CONST. 408.1 LF 8" SDR -35 PVC Pipe 0 0.40y. L_Ji EXISTING AIR/VACCUIUM RELIEF 2527.17 2526.69 ROAD RIGHT OF WAY 2536 INV OUT (SE) INV IN (NW) 2526.59 INTERIOR LOT LINE W INV OUT (E) if BLOCK AND LOT NUMBER 2532 CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK Cf) CD + .......... ...... Cf) .............. ............... C> ....... ....................... ... ................... ........ ......... ................ ...... ...... ..................... ................... .......... ......... 2524.S... T ................... : 2524.84 1__: W + INV IN ( M 2524.94 INV OUT (E) z 0 < F— CY) ;z 2524 INV IN (W) M C'14: C3 . 0 Cn DRAWINGS W8 & W9 < C0 u,+ LO: DRAWING W13 V) W W CONSTRUCT -Y4* WATER SERVICES PER CITY OF MERIDIAN STANDARD ................... ..... .... ....................... ............. .......... ...... ........... ........... ...... ....... ......... ....... ............ .............. ....... ...... Z..... 0 .... F—: SL SERVICE LENGTH El V): LINE C 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 4 N I SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. KEYNOTES: SERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 LEGEND. rf � CVEP,1DIANj:- Public , IDAHO Wwks Department ........ r%1: 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 4 4.d PROPERTY BOUNDARY P RIGHT OF WAY LINE -M* CV) LO EXISTING ROAD CENTERLINE M'S ob C14 71 EXISTING LOT NUMBER Ul) C) 0 1'-- 0 CL Cn Q GD It C V 3t EXISTING LOT LINE EXISTING SEWER LINE W/ MANHOLE 2548 EXISTING WATER MAN W/ GATE VALVE PIRRx— EXISTING PIRR W/ SERVICE cy 0_L --- XX EXISTING STREETLIGHT 2544 EXIST. ROLLED CURB, GUTTER & SIDEWALK OF \v EXIST. VERT. CURB, GUTTER & SIDEWALK EXISTING MAINLINE DRAIN 2540 CO L_Ji EXISTING AIR/VACCUIUM RELIEF ROAD CENTERLINE ROAD RIGHT OF WAY 2536 INTERIOR LOT LINE W if BLOCK AND LOT NUMBER 2532 CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK CONSTRUCT TERMINUS GRADE BEAM CURB V) MERIDIAN STANDARD STREETUGHT TYPE 2 2528 0 CONSTRUCT SEWER W/ MANHOLE z _W_W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) 2524 INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD DRAWINGS W8 & W9 ca .Ad INSTALL 27 BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W13 2520 W W CONSTRUCT -Y4* WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 Sc SERVICE CONNECTION SL SERVICE LENGTH El END INVERT rf � CVEP,1DIANj:- Public , IDAHO Wwks Department ........ r%1: 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 4 4.d =PM* P -M* CV) LO C") U) C� M'S ob C14 X E U_ 0 0 Ul) C) 0 1'-- 0 CL Cn Q GD It C V 3t V_ 6C? It 00 -c,4 in c%j %AL TE Q 7i� cy OF \v CO W W V) 0 z 0 ca W W z 0000 U_ (q U_ (9 2 2 V_ C) T_ 0 V_ V_ 0 U_ Z W z z a W W H W W C) < I -S W W 0 Cf) W 0 W x x CL a. I_ 0 0 _3 a 1.0 0 1 1 0- 1 U) j 0 W I— O z W Q so 0 z W J _j z -0 p F - U. Z U) X 0 W > Es 0 M 0 W M < Ce) T_ 06 W > C/) z Lu 04 Z W z 0 0 LL a z CL G 0 2 00 0 u C✓ ) z U, .j z W V_ Cf) 0(.) b W ,.j Cr.) > ) 0 C) a. W SHEET NUMBER 700 w V) 00 O >_ -.6 >_ C l v 3 -0 -0 C: C) V)F- I [L I s0 Uj J � >" V) N `—' o � cL U CL _> L� U 0 / CL to rn F0 0 a, r o Uj N 0 x CL % � N v Q .Y j U C� J O� E 0 Qo 0 a') 0 00 C N o 0 LO U 1W— F -- <C Q � CL L..,.JL-..J COLLAR PER DETAIL THIS SHEET „ WELL COVER PER ACHD SD 6274 REVERSE LIP CURB &1 `0 1 -0 GUTTER SEE DETAIL MIN 5 -0 MIN '. d THIS SHEET MARIFI 140N NON --WOVEN GEOTEXTILE TE i1LE 5 SIDEWALK FABRIC OR EQUAL, CURB LIP TO BOTTOM OF PERCOLATION WINDOW (TRIM 1' BELOW 2.00%4 ' LO r) UP WHEN PAVERS ARE PLACED) CIN -LAR PER DETAIL THIS-•------�-- °`_ X kn a. o SHEET WELL COVER PER 4 4 a ° ° ` 4" DIA. SDR -35 PVC PIPE N STONE PER ASTM SIDS. ACHD SD 627 Q d.. PERFORATE BOTTOM 1' �� MANUFACTURED TO CONTAIN A _ 4'-0" (TYP.) 4'--0- (TYP.) 4'-0" (TYP.) 6'' VV/6 COLUMNS OF 3/8• ': ��CD LESS THAN 2% FINES. ... '.' ' ♦ : - d t° INSTALLED LAYER INSTALLED LAYER INSTALLED LAYER OFF BOND STAGGER HOLES 2 C -C. { • • N t #57 STONE BASE PER - , ^ {^ y ' . w:. .. � ♦ • . a . d. � " q �t �.. ,Z�.-°`<"'.€a" ' � Reo 1J Sd ?/"- �e e "•e :.:.Y. MIN. N ♦d , v • 5 3/4 MINUS SIDEWALK DETAIL ASTM SIDS• w - r . s . U ir- SEE ALSO ISPWC DIVISION 700 o a o MANUFACTURED TO a 3 � �� :�: a �-� e s _ � dam' CONTAIN LESS THAN • ._ : -NTS- + 1 • QLO A 2% FINES.-- ��w sx Y _._ MIN. p N 6 a i MARIFI 14ON NON -WOVEN 0) M r � GEOTEXTILE FABRIC OR o� . p " 4 DIA. SDR -35 PVC PIPE PERFORATE . i ¢ 44. �_ _.na _ EQUAL WRAP UNDER WELL INSTALL 4 CAP ON TOP rev m N Ks BOTTOM 1' W/6 COLUMNS OF 3/8' . ' "',� & BOTTOM OF WELL HOLES 2 C -C. MONITORING WELL OVERLAP FABRIC -� 1' MINIMUM MARIFI 14ON NON -WOVEN GEOTEXTILE FABRIC OR EQUAL WRAP UNDER WELL NOTES: 1. GROUNDWATER ELEVATION IN THE POND WAS MEASURED ON 2-14-16 AT AN ELEVATION OF 2541.9. �-- #2 STONE SUBBASE PER ASTM SIDS. MANUFACTURED TO CONTAIN LESS THAN 2% FINES. #2 STONE, INSTAL! AND CONSOLIDATE PRIOR TO PLACING #2 STONE ABOVE. • e INSTALL i' MIN INTO FREE DRAINING • MATERIAL BELOW PAN LAYER 6" MIN. (APPROX. 9' BELOW SURFACE) 3'-0" INSTALL a CAP ON TOP & BOTTOM OF WELL -NTS- 6" 1'-Q» M LO dd C'4 4- END TO BE ! d d VERTICAL 12" WIDE STRIP OF MARIFI 14ON ° NON -WOVEN GEOTEXTILE FABRIC ° . OR EQUAL (AT CONC. BARRIERS) ° ° d to 0 M 80mm PAVERS WITH JOINTING -NTS- MATERIAL PER MANUFACTURER'S 12 WIDE STRIP OF MARIFI 14ON RECOMMENDATIONS NON -WOVEN GEOTEXTILE FABRIC 2" OF #8 STONE PER ASTM 0 SIDS. MANUFACTURED TO TROWEL FINISHED CONTAIN LESS THAN 2% FINES. EDGE 12" WIDE STRIP OF MARIFI 14ON / NON -WOVEN GEOTEXTILE FABRIC chi OR EQUAL (AT CONC. BARRIERS) :- 4" OF #57 STONE BASE PER z ASTM STDS. MANUFACTURED TO Milk CONTAIN LESS THAN 2% FINES. �4 10' MIN. OF #2 STONE SUBBASE a4 a4 PER ASTM SIDS. MANUFACTURED TO CONTAIN LESS THAN 2% FINES. Q4 �a Oa MARIFI 14ON NON -WOVEN GEOTEXTILE FABRIC OR EQUAL WRAP FABRIC UP TO > PAVER HEIGHT AT BASE TRANSITION. LOCAL STREET PAVERS SECTION d p 4. 4 12" WIDE STRIP OF MARIFI 14ON R/W s NON -WOVEN GEOTEX11LE FABRIC ---- �' 2'_0„ OR EQUAL (AT CONC. BARRIERS) ► /' 5'-O' COMPACTED a©C. R-1 /4' 10 V-212 END TO BE 3/4' MINUSVERTICAL BASE COURSE R -g. COMPACTED SUBGRADE11 d I 3 1 4" (EXCEPT AT WINDOWS) o 3 4" REVERSE LIP VERTICAL CURB R:8�a' °: d . .,. REVERSE UP ROLLED d . ' d - �;;:`;:�:::::;:;:.:;:< .:;:.-�.' CURB & GUTTER PER -NTS- <° '..04 .: na 44 DETAIL THIS SHEET 4' MIN. LEVELING COURSE 3" REVERSE LIP ROLLED CURB & GUTTER TO BE BE USED ON LOCAL STREETS STEEL COLLAR FRAME TO REMAIN IN PLACE 12" STRIP OF GEOTEXTILE TURN UP AGAINST F AFTER COLLARS ARE POURED. COLLAR AND TRIM BELOW FINAL SURFACE 0 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 low SEE ROADWAY NOTES ON SHEET C1.0 FOR ADDITIONAL REQUIREMENTS -NTS- .0701 j i MEW: 1 r 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. 5O'-0" 36'-0" 18'-0" 16,_0" 16'_0" SLOPE 0% SLOPE 0% #2 STONE PER PAVER SECTION EXTEND TO 12" STRIP OF NON -WOVEN PERCOLATION WINDOWS WHERE OCCURS. GEOTEXTILE TYP. EACH SIDE (SEE SEE ALSO PERCOLATION WINDOW SECTION. SECTION FOR ADDITIONAL NON -WOVEN GEOTEXTILE WRAP TO INFORMATION) SURFACE AT BASE TRANSITION. (SEE SECTION FOR ADDITIONAL INFORMATION) LOCAL STREET SECTION SEE PAVER SECTION THIS SHEET FOR ADDITIONAL INFORMATION -NTS- 12" STRIP OF GEOTEXTILE TURN UP AGAINST COLLAR AND TRIM BELOW FINAL SURFACE - SCORE JOINTS AT MIDPOINT STRING OR SAILOR COURSE OF PAVERS AROUND STEEL COLLAR FRAME SEE DETAIL THIS SHEET COLLAR. NO CUT PAVERS PLACED DIRECTLY CONCRETE COLLAR MIN. 4' SQUARE X 8" DE_.. AGAINST COLLAR C0VER ELEVATION TO BE 11,C BELOW PAVERS FIBER REINFORCED PER ISPWC SD -508 STEEL COLLAR FRAME SEE DETAIL THIS SHEET Q d 00 d GEOTEXTILE TURN UP AGAINST COLLAR -� AND TRIM BELOW FINAL SURFACE r ` CONCRETE PAVER (SEE NOTE 1) --� 'CONCRETE GRADE RINGS AS REM 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 GEOTEXTILE 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.. MIN. 6" OF BASE UNDER COLLAR �--- SCORE JOINTS AT MIDPOINT STEEL COLLAR FRAME TO REMAIN IN PLACE AFTER COLLARS ARE POURED (SIZE MAY VARY DEPENDING ON BRICK PATTERN) X STEEL FORM TO REMAIN CAST IRON VALVE BOX AND UD CONCRETE COLLAR MIN. 2' SQUARE X 8" DEEP ELEVATION TO BE l/4" BELOW PAVERS FIBER REINFORCED PER ISPWC SD -508 .. d. ° n ... .. .k ti SECTION B -B PAVER VALVE COLLAR DESIGN NOTES: 1. PAVER AND BASE THICKNESS ARE BASED UPON ASPECT RATIO REQUIREMENTS FOR THE INTENDED TRAFFIC LOADING. 2. INSURE THE GEOTEXTILE 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. R/W ;TONES IN THE CENTER ARE -NTS- MLDER TO HELP SHOW THE INSTALLED 'ATTERN SEE ALSO ACHD SD 627 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. PLANTER SURFACE SAW CUT PAVERS (SEE NOTE 2, BELOW) 3/4' MINUS CRUSHED AGGREGATE SINGLE SOLDIER COURSE WITH UNDER CURB AND SIDEWALK. AQUADRAIN L STONE PERCOLATION WINDOW -NTS R-1/2" 6" 0 X a a` i a. '�— a,d R=1' FACE TO BE VERTICAL r- FINISHED ROADWAY SURFACE 4' MIN. 3/4' MINUS CRUSHED GRAVEL• CONC. ISLAND CURB MODIFIED ISPWC SD 701A (WHERE OCCURS) SEE 4" MIN. 3/4" MINUS DETAIL THIS SHEET CRUSHED GRAVEL VARIES* I!2 MV11 INr»L WELDED CON11NUOUS WELDED SEAM (WHERE WELDED) 100 SECTION C -C 1Y' IRON RAIL STEEL COLLAR FRAME WELDED -NTS- *MANHOLES 4.53' SQUARE, VALVES DEPENDS UPON NUMBER CONCRETE TERMINOUS GRADE BEAM -NTS- EDGE RESTRAINT TRIM SOLDIER COURSE UNITS USE 1/2 PIECES AS .:.:._..:.. ALONG LONG LENGTH AS ` REQUIRED TO MAINTAIN SPECIFIED REQUIRED TO PREVENT SMALL PIECES JOINT WIDTH BETWEEN UNITS SOLDIER COURSE DETAIL 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. 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 REPLACE ANY CUT PIECES LESS THAN 1/3 OF FULL PIECE WITH LARGER UNIT C.Nf E�'� Public toaao Works Departttcent s1 :J E I IDAHO APPROVED OR :©aWo 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 �pIRAL FNc 0Ilk S TF 86 �9,QJ,TF OF \o��' r M MUN -NTS- N 12 WIDE STRIP OF MARIFI 14ON NON -WOVEN GEOTEXTILE FABRIC OR EQUAL (AT CONC. BARRIERS) 0 FINISHED ROADWAY SEE SHEET TROWEL FINISHED CX.X FOR PAVER DETAILS EDGE L) / h chi 16 :- J �0 z Milk - END TO BE VERTICAL (WHERE OCCURS) SEE 4" MIN. 3/4" MINUS DETAIL THIS SHEET CRUSHED GRAVEL VARIES* I!2 MV11 INr»L WELDED CON11NUOUS WELDED SEAM (WHERE WELDED) 100 SECTION C -C 1Y' IRON RAIL STEEL COLLAR FRAME WELDED -NTS- *MANHOLES 4.53' SQUARE, VALVES DEPENDS UPON NUMBER CONCRETE TERMINOUS GRADE BEAM -NTS- EDGE RESTRAINT TRIM SOLDIER COURSE UNITS USE 1/2 PIECES AS .:.:._..:.. ALONG LONG LENGTH AS ` REQUIRED TO MAINTAIN SPECIFIED REQUIRED TO PREVENT SMALL PIECES JOINT WIDTH BETWEEN UNITS SOLDIER COURSE DETAIL 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. 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 REPLACE ANY CUT PIECES LESS THAN 1/3 OF FULL PIECE WITH LARGER UNIT C.Nf E�'� Public toaao Works Departttcent s1 :J E I IDAHO APPROVED OR :©aWo 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 �pIRAL FNc 0Ilk S TF 86 �9,QJ,TF OF \o��' r M MUN SHEET NUMBER 8.0 N 0 Y L) z J �0 z c'- H Q W f� x W > -0 Co w r? W V j WZM j„j.i Z W J u- 04 C: C) J .1�e1 ® 0 2 zCL > ® 0 0 0 W 3„ o iw— a z Q N w m � �- W Il-- I.. 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S I , 4�z�-��-,�7�r�7� n,o 7-_-_--_-_-_-, Y, ;�11�1 61 "I, "e I _:::�_, , .'Z��,,e- -- ��-' - 77,77_-,77_- --== -"- - .0�_ / / I - _,_� � - , , - \ �_!Z, "",-F, , __ , , .,i,�-'.4,-,T.-.,;��i�;p-�l,-I'�,',�'4 - ,,, _-,, INSTALL 59.9 LF OF 4'-"- 1\1 _', , �� 11 - I � � - -1 . - - I.- - � �tLR =,`� , , _11r ,;�, � - " I 1� I _,,;�_'�,',-_ _ , - �� ...... � , --- q __ � /- 1, ', -- 11 - - - ----------- _ XA1 , - ,� zz',_ I - I ,,,- _ s� \ � � i � A"_i 1 �-1377777 7777�:�;1,7 ,��F �- .- - ; � � _� , " ,, "', �, It / / � . & � , 7�77 -7777-7 - - , , i!"I , ,� ',---4� " ,�,,, ,7_::z;zzz,A�-__ f \ 11 I -_ �� - VV � __�,?nII:,�Fg � � 200osi PVC PRESSURE "� � ,`, , , � : � ,Ij , , F�---, ,,, �. � --,e � / I .1 - -_ 16,,�� V i X1?_1`___11 Iz, � I _____�_ �7V � ,--6�,� I _ - , , 11 I I,',, I �� , ". -111, -1 �_ >1 I -_ �JV , --W--W-- 11 la-� IRRIGATION MAIN �11_ 1�4--��,J_,�,i �_, z I " \ / � " __ " __ , ��", I /117N "I - , ,�'. - `--j , N_ _� ,,, � I "I-1, 11-11 ,'1--__j' , , I 1_1� z i 'T,.&';P ", ,7 -, g- ,I ...... _ - , - / � --,- t N - t��n %-�� / , '\ - _`*.� 11.4 1-1 I ___ � I .,, W.CEDAR DR. - ; - I z %-.t.-11 % I - �b 1, I I " ."' , ___ . // z -SS----SS____,S,S ; R., / I Y (D � 11 - / , - __ IS - i ___ I I ,I - -,-- 4., 1 ; 7jj � I' / " / ____ E S'1_____SS C''93� , i INSTALL 4" PVC END CAP ,,-----, , - I , � ' / a ; ___ SS �_ F" /;,,-,,i , - -t 4, _ � -*-I'- -��._ i �'i ,� , , I � 14 1 .1 . , __�,; I - ,,',�`4 " ' - � __�;� ____�________ _____ ,�r � _L I , lz-.1 I FOR FUTURE DEVELOPMENT "I"', I � ----,7,.:%,,I:�,;7�;,� -__ ,�zl^ (:D, � 2�-� I , " /I J - - . 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A','�,!�� i , I / ,', " , ; �/ " i , -. 11 \, � I\, � _.-,, //,--,�?j I 'I-, I - 11 41" 1 `' p t - / / ' 200psi PVC PRESSURE i � � , , !,,� I I - � � - I I � "," ; I \ /' / k'f 2 ) � INSTALL 133.8 LF OF 4" I C� " -, �1_ '\1, ` ,3` " I IRRIGATION MAIN � I'' � �, , __1 - N I I I , / / I , " , " 1 ,e�-'q 11 � I "I 1. / ,�, �,� I I 200psi PVC PRESSURE A,I.V 1-1 , / j N�. 1<- � '\ ___�, ,-,a,/ f I .1 I I I I ,_,___, (T) 0 4 5 (H) oi, 11 I t / _-1 , I I- I I � 1 � -- /? , 1 \ \, / I � IRRIGATION MAIN / ,_�, "I , I \ \ " I I ( ) (D ( ) I � � 01/ /' 4 ""', � ,,�, � � - , I 11 �j , 'IN , I I � A '41 '? �� , �_, . . 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I ----------L- - I, V' N � \ i __I------ ,46 " ___1 -7•.--I " % � 1� /___� � ---- S,S ----- SS _p - ---- �Ii , -1 " , - - --- SS ----- ss� ______ � ss- I I , 4�1 ,I --- SS � I ----..- I I'll INSTALL 81.3 LF OF 6' I t;,��,,5 � � -,:�,-:_-A�_�. , , - - 1,� : : ! - I �Q, �!j -------,-- Q S ____ , - - I � ' - - " 11� i 11,11 -1 I- !71;N371___�;_`1 ______ _W .. \1 " � - I --11- I F I "I _f \ - I � 3.� 1 , I /1 - - - , . , I , I - �_,'�V_ , � , 11 200psi PVC PRESSURE ��, y :1 � SS , , 1� ,\ ,�-,,.�,-,��',!'�'-,,-�-��e'N', I I :;, _ MoCffl � �1'1 � �\ 1��,�::�-_�, 7�1 �,�, � -�;�. - --- I I IRRIGATION MAIN \ � I - - - . � ,�-�-�,,��:;-�-�",',-��-�*�,,-�,�'I .. ,.�_'� - 1, � I � , , . � I t I I -- I . / N, , , ��_�� I I i" , ,� �_�_11'��, � - , *Tt:-r. 11 " "' V I I I\ I � � ,\ -, - I, ,,, > "NI . x �I " I C", A� / - / I ' N'. I / I ["I " I 1Z I a� I c I 1, A\ I I I I I 11 , "A - i i I (D I �"l I ,I _ < - \ , � 1, \ _ I P I , i "I ._�, I . " 1'� I _1 I , 1. , - , ", I MOCIC 2 `\ " �,z I : 15.01 1 \ Ij I " '! I "I , I ,�I x E-, I -1 -11, , 0 1,�,,�., i \ I , I I ' 1 �2 1 - 4 t " 11-.1111-- """'. tc'�� s-1 I p 1 1, \ -, I , mm,,,m,,,,, I,r,. , (D41 ' I jj;�e / , I�;, ; I " I "I \ -11 I I � , "I " 0. I 30 /, 11 \ 11 f 1_%� 3 " " _ !"', `-I, \G 2 �11'1)0, rr-""I 1, 1I1� I 11.�..�'/IQ7)z \ 11 I�1 -, . I � 'I-,' I I" I I t .1 i W �� 11 � \ I t � I 1 , , \ I , I �V-,,' I \ , I " 41 __ ., --, \ % 11 CY) F,j - � I .Z� � I f a. ,__ \\ __ " INSTALL 384.7 LF OF 6" \ I /I / ? , 1� i cc, 1� .1 , ---,, "-\ I \ I It. I -M . � I �?, 11 f O 200psi PVC PRESSURE \ (0 � I I " , �_, --- a "" / INSTALL 66.0 LF OF 6" , I ,� ? -',,-",, ___ " IRRIGATION MAIN t \11 I I I �R� I _1�11/ i 11 0 200psi PVC PRESSURE -,,,, -,,-,- ___,� P _�� '-1 - - \ . H I Z I �v��,j -, INSTALL 354.1 LF OF 6" 1 11 - - �� I-— , � %, P't�l I / l'- I , 1: N g 11 I , I _ L____ - IRR , �, 200psi PVC PRESSURE / __ __, 1. � - .01 '' ___ ,", I— L ,_ ___ _ ; � 1, -11 i - ... / IRRIGATION MAIN --- CD __,___1Q I- < - - __ I '_ I - - _11-1 I - (9 - --,-I- - ___i "I I " , I I -11' ..... .-,(a) _"_ __ :,� --- - M __)� -- __ - _" - _ ,__ - --- IRRIGATION MAIN I/ , - - �� IRR 11 I I 41-1 -, ___ -1,0�":-, :7 -- (C2 F- --- - -- (2)__ -, - - , , __- IRR -NRR_ ,--- &:Z7 - I _ -'-- � =-=- � - - � --- � IRR- PIFIR-��,p I 11-M ? -== �,_=- Z, � - - - "r , __ ... . ... j _= _-z--_- - __ __ F'i'g: - W = _=7_ __ __ __ - __ PI - " �`=1,61___ - " , I - - ___1 --- --- a---- _11-- _ - _--__,�7- --- - =z _== -== == ='__ �� - - -,. - _ __ __ __ ____ __ __ __ .-",- ___ __ ___ ___ ,----- Z =- ------IPJR - ____ _ [Do- ___ ___ (D i _ -11"'I-1-1-11-111, - _ _ __ __.- ____ __ ___ __ - _ - ___ ___ - ____ _,_ -,--- __ ___ RR P1 R------__1._ mem � i I . . _ --,-- -11.- I'll, .. - ___? _____ __ -------., ___ -,-- -_ --- I F_ INSTALL 11 0.8 LF OF 6" -� -__ ,-- - - -11,11, 1-1 _ - 1111 -1 I 11 11 ''I 1, I ' -1 __ - - 7' '�� -- -_ --- -_ -_ __ 11 I - I , I 11-111, �z !PIRR �0 :) `Z1117 INSTALL 52.0 LF OF 6' g' � I .. . .... !" I 11 '' - , ' �_ " ' - " , , , , " I _U 0 L-200psi PVC PRESSURE , , , __ -, _1 "I I __,z;,__ _,_."�_ _', _ �, , , "" 1, , "I � "I' � ,.11- � � -, -- -, 200psi PVC PRESSURE ` � - - -,-,- - , , I � � , , I I - -6 > IRRIGATION MAIN '---, _-, " _,, I I I I , e 1 % - ",_ \_ .... - IRRIGATION MAIN INA»„ , C . ,-- _ -11 REMOVE CAP ON JI :5 _ ; � � . C-900 SLEEVE, I 11 I � " ' ' _j 1� " "I 11 MAIN AND EXTEND PIPE I , I It � I \ I , _- I - , I I VALVE EACH END I I I I I z a- 11 '' I - 11 � M �: ,_ -1 I � I I'll V'A , N -0 " I � 1, C T- -Y -4- - ( - , , ', f � a - 'I ') M 0 1 , '11 , I ,� �5 W _,�'1!1_'1111�_1_7,1 0 � C,_ - I", ' BLOCK AND LOT NUMBER I -1 LGVEND ,,,,-'-/ 13L. X . � 9 . CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK . I UJ M _j T- PROPERTY BOUNDARY IV CV) � C14 - - ------.. CONSTRUCT TERMINUS GRADE BEAM CURB (D 0 RIGHT OF WAY LINE W 6-5 40 > � CL _j M C0 zz "'K�', < M 51-0" 0 .5 �, ...... �_�. "',_ --1 _1 -1---___,,_ -111-- -') > Q. EXISTING ROAD CENTERLINE (, ----j"X MERIDIAN STANDARD STREETLIGHT TYPE 2 W WHEN LOTS BACK TO BACK T_ 3 11-000 I - 2'-0" U: o M W 11 - - `,_____'\ � < 0 If, - N -------,�"-,----,"f,"h�----------- CONSTRUCT SEWER W/ MANHOLE _j x a. 0) 11 I D 0 * C JI I EXISTING LOT NUMBER 0 �- - 21-011 1__.__/ z 0 (a ------------ ;� -1 a _________________ EXISTING LOT LINE CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) 0 x 6" TO 9" -\i . W 0 � C: Mm 13 0 1 ROUND .- ,�1_111 -1 I'll 111-1 _11',�:,�,,, ....... , .... 1, -_ - I 1=1 I M1 I 1�1 VALVE BOX - 111=11 6� *5 -, I �, 1`1 __ '��, EXISTING SEWER LINE W/ MANHOLE r INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD ... -1 - - - - �T Lu 0 _tx----)s � 0 DRAWINGS W8 & W9 Ili= 1=1 I I rx 7- .. ..... .... . ',,'1___,__A�i; __ �..,-1_,__ � - 6" RISER WITH -\ ::I I 1=1 I W �,,�, I ,,,,, , '' EXISTING WATER MAIN W/ GATE VALVE INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD I- ''Ill -11 SLOTS OVER EE - 0 ,e ____________-r111' It j § nRAVANP. W11 -1 4 N I I SCALE kotALE 40 0 20 40 80 (FEET) 1 INCH = 40 FT. KEYNOTES: 0INSTALL PRESSURE IRRIGATION LINE IN C-900 PVC SLEEVE e -,) -N INSTALL LOT PRESSURE IRRIGATION SERVICE PER \-`-/ DETAIL, THIS SHEET (D INSTALL PRESSURE IRRIGATION DRAIN STATION PER DETAIL, THIS SHEET I r4--� , INSTALL LOT PRESSURE IRRIGATION SERVICE IN EXISTING �-. MAIN UNE DOMESTIC BOX AND COVER. (OBUTERATE THE WORDS -WATER METER-) I. -M a am 1X4, 1\1��, 1\1n/11 1\16111 I \\1N\\N\\N\',,-,, 1. 11 I 1\1'�\K�XK\\ I I AY / IV,/ . I . _\'11 " , \ z , RX< " Al \ , I - 18" PVC . OR CONC. . A V PIPE /- IRRIGATION MAIN OR Engineer ensures the District that the plans conform to all District LATERAL T_ C .., o 0 4� 2" DRAIN LINE SCHEDULE 80 be submitted for review and compliance with the Meridian City PVC 2" -NTS- I MAINLINE. SADDLE - :- - - ROAD RIGHT OF WAY Engineer of these responsibilities. ' ' 27 BALL . VALVE N DRAIN ROCK SUMP MIN. 4ax4'x4a . " \" , , to . ,\1 � ,�/_/� z � " * I 0 0�, ;00 0 - - 0000 � :2 00000'. 0 T_ 0., �� 000.0 0 � I I 000-00,: 0,0)0.00 0 0 0000000000000000 000000000000000000000 0 000000000000000000000 00000 n 0000000000000 000 000,00000000000 0 00 0 0 0 0 0 0 0 0 0 000000000000000000000 000000000000000000000 0 0 0 PRESSURE IRRIGATION DRAIN STATION -NTS- SERVICE NTS- a CL oo r-r1k Vl%..r- LINES. =. ml.'�� ------ PIRRx _j_____ EXISTING PIRR W/ SERVICE 0."�&C.�&**.ftft I qt a ERIDIAN*,- >%M 1DI APPROVEDFOR"A N i __� , N47 WATER SERVICES PER CITY OF MERIDIAN STANDARD I ---� 0 N �__ CONSTRUCT 1"CURB STOP [i] (D C:) k- -- DRAWING W1 a a " (a a D ,k,r"� EXISTING STREETLIGHT - EM CL 1 " 160 PSI 3408 PE '�, M - I I I = I I I;=.. ILI TT_.j , , -, J -1 . --,IUI 1= _2 0 1-111-1 ,�,-��2,,,,,,,�,,,,��;,�,,�-�,��--�-��,,,��,,,,,,�,,,��,C��,�--,��,,,,,�,,,-, _" . 1. These plans and/or specifications have been reviewed for . . _j EXIST. ROLLED CURB, GUTTER & SIDEWALK - PIRR PIRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE i ill I 11 11 11 -*11=111=111 11 11=111=111 Ill 11 - - a x _j -1-1,-_ 111-1-1-1-1- I-— 1-1 " I - I - 0 a compliance with Meridian City Standards and Specifications. 0 4-r - � -r -11 I This review does not relieve the owner, engineer, or contractor I_ E 0 11 _, 1'--',-__,__,--,-,- �,��, �_-___ ...... -- 1,- EXIST. VERT. CURB, GUTTER & SIDEWALK - IRR - IRR CONSTRUCT GRAVITY IRRIGATION UNE LAY ON 1" PIPE IRRIGATION - of the responsibility to design and/or construct those facilities =) CL UNDISTURBED MAIN in compliance with all current applicable federal, state and local :!�. 0 EA INSTALL AIR/VACCUUM RELIEF PER DETAIL I C.I. SADDLE WITH WIDE TIE Plans Are Accepted For Public I a) EARTH(TYP) laws, rules, regulations, ordinances, development agreements, EXISTING MAINLINE DRAIN STRAP PLACE ON�04 INSTALL GATE VALVE SIZE TO MATCH MAINLINE HORIZONTAL Street Construction specifications, orders or approvals, all of which the City retains a � 00 the right to enforce. Inconsistencies not noted by City staff shall -0 '�Jll LOT PRESSURE (TYP) LO 0 L EXISTING AIR/VACCUUM RELIEF (9 INSTALL PRESSURE IRRIGATION DRAIN STATION By stamping and signing the improvement plans, the Registered not be rnnQfr"Pri as .qnnrnvpti "nlp,zQ QnPrifinnIki nririrtz_,zQPt,I 04 - co D: IRRIGATION ION SERVICE NOTE: SERVICES TO BEA Engineer ensures the District that the plans conform to all District in writing by the City. Any proposed revision to these plans must T_ C .., o 0 4� _.�_ �_.. ___ I---,-.---- ROAD CENTERLINE DETAIL MINIMUM OF 3'APART ON policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the be submitted for review and compliance with the Meridian City I- Q0 0 -NTS- I MAINLINE. improvement plans by the District does not relieve the Registered Standards and Specifications before said revision is constructed. :- - - ROAD RIGHT OF WAY Engineer of these responsibilities. T- a- I V_ Tco.0-) 0 0 = 1 I . . . . W _r C%j M C*4 BY DATE Name -Date I— �_ < INTERIOR LOT LINE ADA COUNTY HIGHWAY DISTRICT - 0- A Ori 4 625 =PM* I M zz- LO Cf) 'IT LO 0C4 I V_ qqr CV) 2 Cb I (D0 !M - C14 r 0 U_ 0 to -tf C) 6 01- o= M vj y -Z3 .!- %" -4 M = <0 0. LO C, J = V y: (D C? - I V_ Tco.0-) 0 0 = 1 I 1 C%j M C*4 f -I. 04 At /11 mi G - I % 625 ]A 0 s16 .11t(VP- 1 ;1*M M\3 I - I W �e W I < M I Ll CK W < a zCO 0 in >_ U) W 0 2 W I z ..a. 0000 U_ V_ V_ C) 0 N I%- I V_ V_ V_ I I 0 U_ 0 Z ® UA 0 ® LU F_ Lu _ 5j W = U) W � Uj x 0- CL co 0 co D I 0- cn a - W 0 z WvJ _j < < 0 CD C*q I 0 d z .j .J1Z . 0 V_ b I_ Z W , � I X W > (.) 20 0. im I 3: z < - =) `W 2 < W cWl e) V- NT .ammaj z > U) LU I Cie) " (=) CL W z U_ 5 CL z o o ® z z> 3: 12 0 0 9 0 ima. 0 0 0 QZ 0 rk < W W N0 cO,v-- �: M W�_ 2 z D - z �- d.I•-°W M 0 C.) 0W LU Q C:> 0 00- x CL SHEET NUMBER 1 980 1