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CC - Vicenza 4_Full Set_111918x z w W W U, V) H z J LIJz w 0 SHEETINDEX 1.0 COVER SHEET, GENERAL NOTES, & SHEET INDEX 2.0 PLAT SHEET 1 -- CONSTRUCTION COPY 3.0 STREET PLAN & PROFILE --N EXETER WAY & W. SAVONA DR. 4.0 STREET PLAN & PROFILE - W. NAPOLI WAY 5.0 UTILITY PLAN & PROFILE -- LINE E 6.0 UTILITY PLAN & PROFILE -- LINE D 7.0 SITE PAVER DETAILS 8.0 IRRIGATION PLAN 9.0 STREET LIGHT PLAN GENERAL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EN 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 (111)). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. ,ALL MATERIAL .FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE, (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. $. 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 C WORKSDEPARTMENT. 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 ESTATES SUBDIVISION NO. 4. 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 1.2.13 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 SHAM KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN ON NCH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 PRIOR TO FINAL APPROVAL OF THE PIPELINE INSTALLATION. 22. AH 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 {MOUND, 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 FOUNDA11ON 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 UFT AND EVERY 500 Ff. HORIZONTALLY. TESTING LOCATIONS TO BE ALTERNATED TO ENSURE UNIFORM COMPACTION ON EACH DEVELOPED LOT. ENGINEERED BACKFILL TO BE COMPACTED TO A MINIMUM OF 90% OF MODIFIED PROCTOR PER ASTM D-1557 OR 957 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 N01'S, AND PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY. CONTACT THE EPA AT 208-334-9489 FOR THE REQUIRED INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, AND A COPY MAINTAINED ONSITE. 27. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUND -WATER SHALL BE A MINIMUM OF 3. CONTACT DESIGN ENGINEER FOR A REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE -DESIGNED FACILITY SHALL BE APPROVED BY ACHD. 28. DRAINAGE FACILITIES, UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE REPLACED OR RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE. 29. ABANDONED BUILDINGS, TEST PITS AND WATERWAYS WITHIN THE CURRENT RIGHT OF WAY OR FUTURE RIGHT OF WAY SHALL BE REEXCAVATED TO NATIVE/UNDISTURBED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE OWNER AND ACHD A COPY OF COMPAC11GNV TEST RESULTS. 30. SITE TOPOGRAPHIC SURVEY PROVIDED BY TEALEY'S LAND SURVEYING, AND IS BASED UPON THE NAVD 88 DATUM. co r r", 1P\I I:\ I l.l. VICENZ,JA ESTATES N1 84 04 S UB.D.IV.1SION NO, M DT BUDIAN, IDA -H-0 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. AL. CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY --FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 3. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 4. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 5. PLACE ALL WATER VALVES, BLOW -OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. 6. CONTRACTOR SHAD_ 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 UDS, 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. MEN CONNECTING TO EXISTING ASPHALT THE CONTRACTOR SHALL SAW CUT 2' 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 11MES 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 SHAH 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 CONVD11IONS 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 507. 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 IT IS EXPOSED. SEE ALSO PROJECT SPECIFICATIONS SECTION 3.02. SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHAD_ BE A MINIMUM OF TEN (10) FEET WHERE IT 1S NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHAD_ BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 5801.08) 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 UNE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE „CLASS 200 WATER PRESSURE PIPE, ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND U11UTIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 8. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS AND STANDARD SPECIFICATIONS AND DRAWINGS. 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE SPECIFIED. ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 4.1 OF THE STANDARD SPECIFICATIONS AND DRAWINGS. 10. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. MARK AND CONSTRUCT SERVICE LINES IN ACCORDANCE WITH THE -STANDARD DRAWINGS 7.16(S) AND 7.17(S). THE SERVICE MARKER SHALL BE IN PLACE FOR THE FINAL INSPECTION. SERVICE LINES SHALL EXTEND TEN (10) FEET BEYOND THE RIGHT-OF-WAY. SEWER SERVICE LINES MAY BE A MAXIMUM FIVE (5) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY CITY ENGINEER. 11. THE PUBLIC WORKS DEPARTMENT WILL INSPECT ALL PUBLIC SEWER CONSTRUCTION WHETHER WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENT. THE CONTRACTOR WILL NOTIFY THE PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, AND AGAIN TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. 12. MAINTAIN GROUNDWATER LEVELS ONE FOOT (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(5), 7.26(S) AS APPLICABLE. 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGA11ON 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 1N 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. 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 SHALT. INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPEC11ON AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. 9. THE PRESSURE IRRIGA11ON 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. 1 r"n►mr_ ►I nt ►in 1 VICINITY MAP WATER 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 SHAD. 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 SEC11ON 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE UNE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO C{NVTAMINA11ON 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 SHALL BE PROVIDED FOR ALL OTHER WATER MAINS. 8. LOCATE SUBSURFACE STORM WATER DISPOSAL FACILITIES (INCLUDING UNLINED PONDS, INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM MAIN WATER LINES. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY-FOUR (24) HOURS 1N ADVANCE OF BACKFILLING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING SERVICE CONNECTIONS PER STANDARD DRAWING 7.08(W). 11. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING AS SHOWN ON STANDARD DRAWING 7.09(W). 12. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS -BUILT PLANS TO THE OWNERS ENGINEER. 13. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ALL REFERENCED STANDARDS AND SPECIFICATIONS ONSITE AT ALL 11MES DURING CONSTRUCTION. 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 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 pumit E ID IDAHO WorksDepartment S¢onwuc6oa mrwY ca"" it ..` Q r a r C��fERJDIAN*_-- APPROVED FOR IDAFIO 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 ="I* co to co N O d' e- M a� cit o N t_ O �U LO oQ r.o Q 00 U dam' ¢t� } L9 > M N O O N M -N X55 NAL FN�� ST 5 N9�ll "t{z Pio 2! fi 0 F err M tmv�G Q W W W Q 5 LO m w x O z r 7H -OL oo r- o ao r - a OQO 2 M o z W zz�e a W808 W � W LU Q - D c ' W a c ) O mw Z O Z W W U� C!) U? X W z z < I CL ■ r UQ 06 J Z W ''® „ z C:)"' (f) W 0 > CL .G_ O m . W d+ W LU N W W cry dW "-`= z CL W ® Q Vj O �- O U) 3: W Z < w ii '' � W O Z m z M 0 0 C-) q)W 0 C.) > a C) CL IL SHEET NUMBER 1. XREF INDEX: CL 0 V) U I r- W r V) Q CL c� Vo CL 1 r U PO V) N 0 r-'7 0 0— QCL t'- U o� 0— co 0 0' c� o Q o c o w4-' Z3 F— U O to x CO a0 E0 wJ 0 J a o ORE a Igo y tL � �o 't o 00 � 0 p Q ° 17 12155' L u7 16 S89b28'52"E 120.00' L5 13 S8962852"E 120.00' n 11 9.71 c ARLO ' 5 23.32 �, C33- n,, 26 ~�•� 'gyp ��'�' tK``��� 29.18' �a�� 8.93'.._.✓✓ cb Blt�C1iC' ,2 !pItk� 45 117.25' 91.46' 189'34'55" W 208.71' POB r wr w # # t# r 1* 11� » • i �� � �► ytet, � � # SHEET INDEX SHEET 1 - SUBDIVISION PLAT REWORD OF SURVEY No. 7788 SHEET 2 - CURVE AND LINE TABLES SHEET 3 - CERTIFICATE OF OWNERS SHEET 4 - CERTIFICATES AND APPROVALS w C, c) FOUND 5/8" REBAR WITH YELLOW PLASTIC CAP, PLS 10729 co FOUND 5/8" REBAR/CAP PLS 4347 UNLESS M NT N Ca d OTHERWISE NOTED „ 00 � 15 OTHERWISE NOTED }-. r., C)29 p PLS 10729 589`2852"E 117.56' LO c > r * PLS 10729 WITH MAGNET IN CONCRETE BRICK ►� c%4 N SUBDIVISION BOUNDARY LINE 33.65 RIGHT--OF--WAY LINE Q INTERIOR LOT LINE S89"28'52"E 120.00' EASEMENT LINE � � SECTION/ALIQOUT LINE . 52 " S89 28 E 120.00',, EXISTING PARCEL LINE � <-A) w � X POINT OF BEGINNING - e 1 _C)4./ 1i + z ci w S89'28'52"E 120.00',. m S89 28 52 E 120.00 o w z 13 S8962852"E 120.00' n 11 9.71 c ARLO ' 5 23.32 �, C33- n,, 26 ~�•� 'gyp ��'�' tK``��� 29.18' �a�� 8.93'.._.✓✓ cb Blt�C1iC' ,2 !pItk� 45 117.25' 91.46' 189'34'55" W 208.71' POB r wr w # # t# r 1* 11� » • i �� � �► ytet, � � # SHEET INDEX SHEET 1 - SUBDIVISION PLAT REWORD OF SURVEY No. 7788 SHEET 2 - CURVE AND LINE TABLES SHEET 3 - CERTIFICATE OF OWNERS SHEET 4 - CERTIFICATES AND APPROVALS w 1) A 10 FOOT WIDE PERMANENT EASEMENT FOR PUBLIC UTILITIES, DRAINAGE, AND IRRIGATION IS HEREBY DESIGNATED ALONG THE PUBLIC RIGHTS OF WAY, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD ---SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2) LOT 23, BLOCK 2; LOTS 24 AND 31, BLOCK 3, ARE DESIGNATED AS COMMON LOTS AND ARE TO BE OWNED AND MAINTAINED BY BRIDGETOWER WEST HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS, AND SHALL HAVE A BLANKET EASEMENT FOR LANDSCAPE, PRESSURIZED IRRIGATION, AND HOMEOWNERS PEDESTRIAN ACCESS. 3) THIS DEVELOPMENT RECOGNIZES SECTION 22--4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED COND177ONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIM£ IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERA TION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF:" 4) IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLER'S IRRIGA 77ON DISTRICT IN COMPLIANCE WITH IDAHO CODE 31--3805(1)(b). LOTS MTHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND MLL BE OBLIGATED FOR ALL IRRIGATION ASSESSMENTS, FROM BOTH SETTLER'S IRRIGATION DISTRICT AND THE PRESSURE IRRIGA 77ON PROVIDER. 5) ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY KITH THE APPLICABLE REGULATIONS IN EFFECT AT THE 77ME OF THE R£--SUBDI V!S10N. 6) MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIWSION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. 7) MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION%DRAINAGE ENTITY. 8) RESTRICTIVE COVENANTS ARE IN EFFECT FOR THIS SUBDIVISION, FILED AS INSTRUMENT NO. -- 9) O. _9) THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 11010393, RECORDS OF ADA COUNTY, IDAHO. 10) BOTTOM OF BUILDING F0077NGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 11) THIS SUBDIVISION IS SUBJECT TO THE TERMS AND CONDITIONS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT. RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING TO BE MAINTAINED BY THE BRIDG£TOW£R WEST HOMEOWNERS ASSOCIATION. 12) LOTS 10--11, 14--15 AND 23 BLOCK 2; AND LOT 31, BLOCK 3; OR A PORTION OF SAID LOTS ARE SER V£N T TO AND CONTAIN THE ACHD STORM WATER SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015--103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SEC77ON 40--2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERA TION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 13) UNLESS OTHERWISE SHOWN OR DESIGNATED, ALL LOTS ARE HEREBY DESIGNA T E'D AS HA WNG A FIVE (5) FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES, AND A TEN (10') FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES, FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE. SHEET 1 OF 4 E TDIAN Public lDA140 Works Oewa . oergn aCorKducOon SuppMmmiai apsc4iriom FOUND MONUMENT AS NOTED FOUND 5/8" REBAR WITH YELLOW PLASTIC CAP, PLS 10729 co FOUND 5/8" REBAR/CAP PLS 4347 UNLESS M NT N Ca d OTHERWISE NOTED r � 00 N FOUND 1/2- REBAR/CAP PLS 4347 UNLESS O u- U OTHERWISE NOTED SET 5/8" REBAR WITH YELLOW PLASTIC CAP, PLS 10729 'cc o V cc N SET 1" BERNTSEN COPPER CONCRETE MARKER, ��.. -� cn PLS 10729 WITH MAGNET IN CONCRETE BRICK PAVER, AS APPROVED BY ADA COUNTY SURVEYOR. SUBDIVISION BOUNDARY LINE N tYt N RIGHT--OF--WAY LINE RIGHT--OF--WAY CENTERLINE INTERIOR LOT LINE EASEMENT LINE SECTION/ALIQOUT LINE EXISTING PARCEL LINE 15 LOT NUMBER POB POINT OF BEGINNING 1) A 10 FOOT WIDE PERMANENT EASEMENT FOR PUBLIC UTILITIES, DRAINAGE, AND IRRIGATION IS HEREBY DESIGNATED ALONG THE PUBLIC RIGHTS OF WAY, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD ---SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2) LOT 23, BLOCK 2; LOTS 24 AND 31, BLOCK 3, ARE DESIGNATED AS COMMON LOTS AND ARE TO BE OWNED AND MAINTAINED BY BRIDGETOWER WEST HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS, AND SHALL HAVE A BLANKET EASEMENT FOR LANDSCAPE, PRESSURIZED IRRIGATION, AND HOMEOWNERS PEDESTRIAN ACCESS. 3) THIS DEVELOPMENT RECOGNIZES SECTION 22--4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED COND177ONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIM£ IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERA TION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF:" 4) IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLER'S IRRIGA 77ON DISTRICT IN COMPLIANCE WITH IDAHO CODE 31--3805(1)(b). LOTS MTHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND MLL BE OBLIGATED FOR ALL IRRIGATION ASSESSMENTS, FROM BOTH SETTLER'S IRRIGATION DISTRICT AND THE PRESSURE IRRIGA 77ON PROVIDER. 5) ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY KITH THE APPLICABLE REGULATIONS IN EFFECT AT THE 77ME OF THE R£--SUBDI V!S10N. 6) MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIWSION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. 7) MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION%DRAINAGE ENTITY. 8) RESTRICTIVE COVENANTS ARE IN EFFECT FOR THIS SUBDIVISION, FILED AS INSTRUMENT NO. -- 9) O. _9) THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 11010393, RECORDS OF ADA COUNTY, IDAHO. 10) BOTTOM OF BUILDING F0077NGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 11) THIS SUBDIVISION IS SUBJECT TO THE TERMS AND CONDITIONS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT. RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING TO BE MAINTAINED BY THE BRIDG£TOW£R WEST HOMEOWNERS ASSOCIATION. 12) LOTS 10--11, 14--15 AND 23 BLOCK 2; AND LOT 31, BLOCK 3; OR A PORTION OF SAID LOTS ARE SER V£N T TO AND CONTAIN THE ACHD STORM WATER SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015--103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SEC77ON 40--2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERA TION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 13) UNLESS OTHERWISE SHOWN OR DESIGNATED, ALL LOTS ARE HEREBY DESIGNA T E'D AS HA WNG A FIVE (5) FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES, AND A TEN (10') FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES, FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE. SHEET 1 OF 4 E TDIAN Public lDA140 Works Oewa . oergn aCorKducOon SuppMmmiai apsc4iriom co M NT N Ca d r � 00 N O u- U In 0 'cc o V cc N ��.. -� cn 'o 0 N tYt N x Q W w w cod m o w z � Y 00 N 00 N U- m 2 r- r- U- W Z Z Y© © W O F- C7- V) a M _ cn Qca 2 U3 O O U d S CL t1) 0 W 0 Z w C/1 >_ U z 0 1 u 0 z F_ F - v) z { L I z W -" x U 0 0 m w d M W U) w 04 4 w CD ® w u- z CL V Q U) „? w z Q w Z M ■■. j W 0 0Q. N Lu Q L) CL0- SHEET NUMBER 0 XREF INDEX: Uj Cif O -0 r-6 v0 LQ CD 0 -+-' 3: to -0 1 1: CL 0 X V) to 00 0-0 n > 00 F- C LJJ 1.- 0 F- :P 0 CL I Ix 0 0 E oa E 0 CL ry v 0 r C < 0 E o- 0 0) 0 "q --o 04 .. 0 0 00 7' V- C C) 0 00 0 "NEE '- Oil 2 2548 2544 2540 2536 10 Ibb, 0000 SCALE 40 0 20 40 80 FEET 1 INCH = 40 FT. k, I 2539. 11+65.88, 16.0' 10+91169, 2.1'(L) 2539.74 EP 11+65.28, 69.5'(R) 101, 2539.74 EP 11+.65.28, 69.5(R) 1010, 2539.96 EP 11+65.28, 69.5'(8) INSTALL TYPE III TERMINUS BARRICADE PER ACHD SD -11326 NOT USED O INSTALL TYPE 11 TERMINUS BARRICADE PER ACHD SD -1132A INSTALL CONCRETE TERMINUS GRADE BEAM , —.�p 11 -7 - a a— 10-41 low 01 11 WWI& 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 PROPERTY BOUNDARY C4) L0 o � C") to o CN RIGHT OF WAY LINE A 0 0 r - CL M 0 < L9 C-4 EXISTING ROAD CENTERLINE C' t7 C' EXISTING LOT NUMBER 14AL FNc TE EXISTING LOT LINE 86 (P 0 EXISTING SEWER LINE W/ MANHOLE M M . ............ EXISTING WATER MAIN W1 GATE VALVE 41.41..__ _4141.._.. - - ------ EXISTING PIRR W/ SERVICE EXISTING STREETLIGHT EXIST. ROLLED CURB, GUTTER & SIDEWALK EXIST. VERT. CURB, GLITTER & SIDEWALK "A EXISTING MAINLINE DRAIN AIR/VACCUUM RELIEF W CONSTRUCT ROAD CENTERLINE Ct) z :z CONSTRUCT ROAD RIGHT OF WAY C4LU co CONSTRUCT INTERIOR LOT LINE ji IMOCAY"' .5 CONSTRUCT BLOCK AND LOT NUMBER ca 51 CONSTRUCT REVERSE UP ROLLED CURB, GUTTER & SIDEWALK to CONSTRUCT TERMINUS BEAM Lu x C4 I" - n a; Ln C-4 LO 04 GRADE CURB UJ CD CONSTRUCT 4! VALLEY GUTTER W/FILLETS CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO U*) C14 g C'4 C) ROADWAY NOTE 15 ON COVER SHEET. FF.: U- BE 00 00 _4141-) tn < C14 I-- INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE U-) cr C'4 EXTENDED IN THE FUTURE" SIGN. PER ACHD SD -1132B. ------ -------- INSTALL TYPE 11 TERMINUS BARRICADE WITH KICK PLATE AT BASE 0LLJ U - z zz 2 3: PER ACHD SD 1132A Go 8 65.50 TRC DESIGN GRADE 0 TOP OF REVERSE UP ROLLED CURB ROADWAY W Uj 3: (1) 3+04.85 STATION LO 04 LIJ 65.86 TRVC co LL - F" 0 Ui DESIGN GRADE 0 TOP OF REVERSE VERTICAL CURB ROADWAY r1_ "it 7+53.09 STATION r. C*4 (9J + C.D C14 35 LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL Cq j.— ON SHEET 7.0 M LA- ce- C> 0 M MONITORING WELL, SEE DETAIL ON SHEET 7.0 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 Know what's below. 2548 Call ♦before you dil 2544 2536 25322532 1 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 GILT EP,M1KNj— Pubuc \110-0i Works Dpad11 t — ph., M.I.P ...... r as 161 �1r1T 1r%1: Of) III C4) L0 o � C") to o CN 'A X E M LO U- 0 0 A 0 0 r - CL M 0 < L9 C-4 C? It V-- 00 ob C' t7 C' 14AL FNc TE 86 (P 0 OF TT M M . ............ - --- --- -- -- --- - 41.41..__ _4141.._.. - - ------ W Ct) z :z =3 C4LU co 0 ca 00 r-_ to Lu x C4 I" - n a; Ln C-4 LO 04 UJ CD CD U*) C14 g C'4 C) N f FF.: U- BE 00 00 _4141-) tn < C14 I-- U-) cr C'4 00 Uj ------ -------- U") 0LLJ U - z zz 2 3: U L.L + Go 8 LL- W Uj 3: (1) I j 86 W LO 04 LIJ co LL - F" 0 Ui 'q- I.— 0) r1_ "it 00 I-- + i r. C*4 (9J + C.D C14 Cq j.— M LA- ce- C> 0 M :z + — + oo C+" (3 4M C) a. z M C14 a- rw) 0 0- + ■ C14 LLJ z 0 W 0 0 > Z CL z Vjd- + -5 PROPOSED GRADE 0 z (4 W Q- 1 x q5 > 0 a. CL 06 0 Cn Uj 06 Uj U ) < z Cf) 04 z < W (n W 0 LL 4:D < LO C CL 6 ROAD CENTERLINE J C) < CL 0 W 0 C/) 0.38%1 --().29%- 3: W LLJ maLj n Lj W z < >< 0 N W LL z W f— Uj F- z M I-- Ni- 0.38% IL) q) LU 0 CL 0.38% 0.38% -7- SHEET NUMBER -0-29% -0.2970 0.38% EXISTING GRADE 0 ROAD CENTERLINE r W. EXETER WAY 4 4 W. SAVONA DR. Know what's below. 2548 Call ♦before you dil 2544 2536 25322532 1 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 GILT EP,M1KNj— Pubuc \110-0i Works Dpad11 t — ph., M.I.P ...... r as 161 �1r1T 1r%1: Of) III C4) L0 o � C") to o CN 'A X E M LO U- 0 0 A 0 0 r - CL M 0 < L9 C-4 C? It V-- 00 ob C' t7 C' 14AL FNc TE 86 (P 0 OF TT M M Cn W Ct) z 0 ca Lu x d z FF.: U- W 00 00 !2-0 0LLJ U - z zz 2 3: W 0LL` LU r W Uj 3: (1) (/) W C) W 0- 0 -.1 CL M D 4:1) W 0 z W C/) ■ z 0 W 0 0 > Z z Vjd- C:) LL 0• z (4 W Q- 1 x q5 > 0 a. CL 06 0 Cn Uj 06 Uj U ) < z Cf) 04 z < W (n W 0 LL 4:D < W 00. z J C) < CL 0 W 0 C/) 3: W LLJ maLj n Lj W z < >< 0 N W LL z W f— Uj F- z M I-- Ni- . 0 > IL) q) LU 0 CL SHEET NUMBER 10 XREF INDEX: KEYNOTES: INSTALL MID BLOCK PEDESTRIAN RAMP PER ACHD SD -712G �A WITH TACTILE WARNING. SEE ALSO ROADWAY NOTES 17 & 21 ON SHEET 1.0 �B 5' TRANSITION BETWEEN VERTICAL AND SPILL UP ROLLED CURB. APPROXIMATE LOCATION OF 35' LONG PERCOLATION DRAIN. SEE DETAIL ON SHEET C9.0 INSTALL MONITORING WELL PER DETAIL, SEE SHEET C10.0 REMOVE TERMINUS BARRICADES AND REUSE INSTALL 1/2 PEDESTRIAN RAMP TYPE W PER ACHD SD -712A WITH TACTILE WARNING, SEE ALSO ROADWAY NOTES 17 & 21 ON SHEET 1.0 INSTALL MODIFIED MID BLOCK PEDESTRIAN RAMP PER ACHD © SD -712G WITH TACTILE WARNING. SEE ALSO ROADWAY NOTES 17 & 21 ON SHEET 1.0 INSTALL TYPE Ili TERMINUS BARRICADE PER ACHD SD -1132B NOT USED INSTALL TYPE 11 TERMINUS BARRICADE PER ACHD SD -1132A K� INSTALL CONCRETE TERMINUS (RADE BEAM W J 0U CL J n 5+12.65, INSTALL DETACHED SIDEWALK, SEE DETAIL ON SHEET 7.0 Ln 6+37.01 LA "1541.0 TRC 7+45.67 i �z LA .22 TRC / r: 8+51.39 `' s 22 TRC{ " RC "8+53.78 2541.32 T 9+21.17 2541.31 TRC 9+19.02 ..,,^----- .Mw_ A' a 171� } • ti _ P _ _ _ _ 2541.24 TRC B 2541.09 TRC 8+67.63 7+57.18 rF. s f 2541.60 TRC -ME E G Y 2541.00 TRC 9+76.35 A-:,` �Xv rr 6+90.91 1<1 F , 2541.34 TRC .n OK s 6+17.75` b: 00 01 2541.28 TRC A 6+30.18 2541.22 EP 5+70.27 16.0'(L) / X 2541.34 TRC 6+17.75 JAI 3 2541.14 EP 5+83.27, 70.0 (R) Jp f $ 01 2541.54 EP - �°,, ` x�'t 5+0 } 5+01.94, 4.4(R) 5+70.27, 70.0'(R) s / 2541.14 EPd 5+52.89, 70.0'(R) r \V 2548 2548 0o a,' o� 00 00 d G_ NU CR 0 Gl O ?N� N � SCJ Lo 3 N N r., UJ Cx 1'r) zM r Cl Q 0 (� 2 +0 OQ d' N CV Uj d V 1 W 3 � Q i ao �- F w- i co a 2544 ,-. G, _ __v___ _ .. M__ ___. _._._._ _.._w ....__ __._._....._._.._. _.. _..._r ____Ww.._ _._ . __ w......__ w_.� _.__ co m rr' .x .. + a 2544 co PROPOSED GRADE 0 f = °O ROAD CENTERUNE 0.49%' -0.46% -0.46% 0.14% 0.14% --- -- - -- 25QY .__..__ ._._a___.� ...�..__ _ _ ._.�_ _.__ w _ ___n....._.__� ..__ ..�._ 2540 E t i EXISTING GRADE ROAD CENTERUNE j W. NAPOLI WAY 2536 2536 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 �*Wpo SAN1101 0000 �r� SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. .BLOC.- 5 S EXISTING LOT NUMBER EXISTING LOT UNE EXISTING SEWER UNE 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 MAINUNE DRAIN AIR/VACCUUM RELIEF CONSTRUCT ROAD CENTERLINE CONSTRUCT ROAD RIGHT OF WAY CONSTRUCT INTERIOR LOT UNE CONSTRUCT BLOCK AND LOT NUMBER CONSTRUCT REVERSE UP 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 -11326. INSTALL TYPE 11 TERMINUS BARRICADE WITH KICK PLATE AT BASE PER ACHD SD 1132A 65.50 TRC DESIGN GRADE ® 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 lop 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON SHEET 7.0 Q MONITORING WELL, SEE DETAIL ON SHEET 7.0 Know what's below, Call before you dig. C�Vf! E IAQ Pubttc 1DAMO Works Oepartneent D%ir BCa*aetia++SuppkmeniaF Spa sa�m i L 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 M M LO 0 N M r N � x o U LO o�owU--- � 00 'IT 4 r- � t ,�OO N M N Al ANG ER ti� u^�Q) Yi OF r M M�� <C W or W o m W5. Z LL LL 2 M 00 0 N 00 r C) N 000 O Z W Z t Z 0 IVU © W�-- p W w . = w z a H `..� l- O 2 ca D cn © U Q d to W 0 z W Q U M w s d O Z_ J �� p n O acro. Z W v/ C�. > V i w V 06 ■{ W aaaor� LLJ z C0 z > r�r� W `' C:)v, < C) W Ca a. Z CL j O 0 E-" 0 O U) 3: W WI CL Q N W �- OC Z z �-- W S °�- Z w o Cf3 i� U04 x CL SHEET NUMBER 40U XREF INDEX: 0 43 Q R P1 SCALE PIRR 40 0 20 40 80 PIRR 'R PIRR PIP PIRR - FEET P Z 1 INCH PIM 40 F, �, "� I (n 811 Jt 1,50 CA C14 00 LO C14 04 + -4 LO U4 rd -0 Cq + U5 ST. SSMIJ E-3 CON AMA R - CONST. SSMH E 2 to M 7+21435 L C14 Q tcno 1, 1 Uj + Nr - co civ + L4 (n (n 00 - SS_+ `ter 99*40" \WN r �X� r- -y AY �..--- Ss Ss Ss \N W CONST. SSM E-4 151,30"la 2+91.65 + INSTALL 213.0 LF Cn C.4 rn SC + U3 C3 V OF 8" C-900 9 _4 to - 0 to + PVC: WATER MAIN ,,,3 6 C 533A 0 tq r- Ln U3 C;t 193 INSTALL 8"x8*x6" TEE (MJxMJxFLG) I - 0 ig _4 z 8- 22)1` BEND (MJ) 0 to GATE VALVE (FLGxMJ) ;,8, 6 U; C.> 16#$ INSTALL. 8x8 x6 TEE (MJxMJxFLG) 15.4 LF OF 6" C-900 PVC WATER MAIN to GATE VALVE (FLGxMJ) FIRE HYDRANT ASSEMBLY PER MERIDIAN CITY *24!' INSTALL 59.3 LF OF 8" 6 153 0 7_0 C-900 PVC WATER MAIN 15.4 LF OF 6* C-900 PVC WATER MAIN STANDARDS 1 4,.0 FIRE HYDRANT ASSEMBLY PER MERIDIAN CITY INSTALL 32.9 LF OF 8- j to 22V BEND (MJ) 8 STANDARDS 8- 11A; BEND (MJ) C-900 PVC WATER MAIN VVR INSTALL 98.3 OF 80 CONST. SSMO C6 C-900 PVC WATER MAIN 84-3 550'6 8" 22)T BEND (MJ) Vt 8" 45' BEND (MJ) INSTALL 39.2 LF OF 8" L C-900 PVC WATER MAIN 8" 22V BEND (MJ) ION* 95 ULO - INSTALL 83.4 LF OF 8" r%. C-900 PVC WATER MAIN 31 . . .. ..... CO LO C11 0 N D. LC 8+J7,59 CIj- O - C14 40 go M X E M UL 00 " 8- 22V BEND (MJ) co --INSTALL 92.1 LF OF 8" C, C-900 PVC WATER MAIN Pip CONST. SSMH E R 00 1+70.6 INSTALL 8"x8"x6" TEE (MJxMJxFLG) 6" GATE VALVE(FLGxMJ) -900 PVC WATER MAIN 15.4 LF OF 6" C P:� INSTALL 37.4 LF OF 8" FIRE HYDRANT ASSEMBLY PER MERIDIAN CITY C-900 PVC WATER MAIN SC r STANDARDSPC, 'y 191"27' U, iF?� ?,� 8 � � ,�1. • S5 � 70 SSMH E 1+nn Er 11Y' BEND el, 101", MJ J) a(i n INSTALL 25.2 LF OF 8' C-900 PVC WATER MAIN to 8 11Y' BEND (MJ).: -INSTALL 22.2 LF OF 8" C-900 INSTALL 28.0 LF OF r C_9O0._.1'1.1 PVC WATER MAIN PVC WATER MAIN U" REMOVE 'EXISf. BLO - .0'9 8 11Y; BEND (MJ) CONNECT TO EXIST. STUB'. INSTAL! 39.9 LF OF 8" C-900 PVC WATER MAIN WAM Pi V RN, Pz 2548 r%. 31 . . .. ..... CO LO C11 0 N D. O - C14 2544 M X E M UL 00 " LO 0 1 0 - Q CL CQ 0 00 q C-4 2539.64 R RIM V_ 253943 . 2539.09 2538.86 PROPOSED GRADE 0 PIPE CENTERLINE V4AL RIM RIM RIM 0 2540 _4 A4 EXISTING GRADE 07 W OCW PIPE, CENTERLINE 2536 U) z 66.7LF 8' PVC Pipe 0 co SSOO.607. 117.0 LF 8" PVC Pipe SS 0 0.40% W W z 81.0 LF 8" PVC Pipe SS 0 0.40% 2532 2 2 00 C'4 00 N1T. T 00 253102 i Z W Y0 > a W W 340.7 LF 8" PVC Pipe SS 0 0.40y. U) W co INV IN (SE) cf) 0 U) 0 0 L) CL LU 2532.36 LO 2531.92 INV OUT (NW) 2531.53 i 2531.43 W _J Cf) C) C> INV OUT (N W) � M C" i INV IN (SE) US INV OUT (NW) CV) 2530.95 0 co Cn cp Cn Cf) LO CO 2531.05 Uj INV OUT (N) LU Z 2528 Cl) z C/) Cn INV IN (SE) 0 z 0 W > :z 0 Cn Z + t..: + 0. Cn LU < O Z$ W > W 0 co 0 i<ll - U) it :z 1-: Cn + 0 0 c) i!!,: W :z It W z < 0 N Lu J W Z W z M F- 0 0 0 1 0 0 SHEET NUMBER 5nO 0 2524 4 t z k LINE E 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 S C # r 44 2#,' 37 7 f INSTALL 194.6 LF OF Boo C-900 PVC WATER MAIN W I Pll,� S C 9+64.26 SSMH S.L. S7 4 44 6' 10+32.' 4 -535 63 -p0+00 _' N 93*50 INSTALL 8"x8*x6" TEE (M&FLGxFLG)� 10903of 1 2-6" GATE VALVE (FLGxMJ) S 2 7 -KIM. 0--* SS SS - W -W Sc SL El KEYNOTES: 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 MAINLINE DRAIN AIR/VA CCUUM RELIEF CONSTRUCT ROAD CENTERLINE CONSTRUCT ROAD RIGHT OF WAY CONSTRUCT INTERIOR LOT LINE CONSTRUCT BLOCK AND LOT NUMBER 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON SHEET 7.0 MONITORING WELL, SEE DETAIL -ON SHEET 7.0 MERIDIAN STANDARD STREETLIGHT TYPE 2 CONSTRUCT SEWER W/ MANHOLE CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) 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 Y47 WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W`1 SERVICE CONNECTION SERVICE LENGTH END INVERT SERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 7+20 9+20 9+60 10+00 2544 Know what's b@IOW. 2540 CaII before you dig. 2536 2532 2528 2524 2520 10+40 CjfEF,1D1ANt_- Pubfir IOAHO 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 E --APPROVED FOR IDIAN* C�m IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in comptiance with all -current applicable federal, state and -loca.1 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 r%. 31 . . .. ..... 0--* SS SS - W -W Sc SL El KEYNOTES: 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 MAINLINE DRAIN AIR/VA CCUUM RELIEF CONSTRUCT ROAD CENTERLINE CONSTRUCT ROAD RIGHT OF WAY CONSTRUCT INTERIOR LOT LINE CONSTRUCT BLOCK AND LOT NUMBER 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON SHEET 7.0 MONITORING WELL, SEE DETAIL -ON SHEET 7.0 MERIDIAN STANDARD STREETLIGHT TYPE 2 CONSTRUCT SEWER W/ MANHOLE CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) 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 Y47 WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W`1 SERVICE CONNECTION SERVICE LENGTH END INVERT SERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 7+20 9+20 9+60 10+00 2544 Know what's b@IOW. 2540 CaII before you dig. 2536 2532 2528 2524 2520 10+40 CjfEF,1D1ANt_- Pubfir IOAHO 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 E --APPROVED FOR IDIAN* C�m IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in comptiance with all -current applicable federal, state and -loca.1 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 CO LO C11 0 N D. O - C14 M X E M UL 00 " LO 0 1 0 - Q CL CQ 0 00 q C-4 V_ M C\I V4AL 86 5 0 2k 0 A4 W OCW U) z 0 co W W z U_ 2 2 00 C'4 00 N1T. 00 0 U_ Z z Z W Y0 > a W W W W 1: U) W W X: 0- 0- cf) 0 U) 0 0 L) CL 0) W 0 Z W _j < 0 co a LU Z z C:) LL 0 z 0 W > 0. 0 _100 LU < O Z$ W > W z W co z U) W W C) C:) C) 0 z 0 0 W W 3: W z < 0 N Lu J W Z W z M F- 0 0 C14 CD j 0Li 0 SHEET NUMBER 5nO XREF INDEX: C) - CL no > 00 F— i) C LLJ C 0 F- 4- 0:3 n x cu0 0 E t- o 4-0 E 0 x 0 -F-+ r C < 0 a 1E 0- 0 0 LO -0 0 0 00 -3: T_ C o 4_1 4_j 11-1,0 co W a n Lj INSTALL 20.5 LF OF 8" C-900 PVC WATER MAIN REMOVE EXIST. BLOWOFF, ,/.. CONNECT TO EXIST. STUB EXISTING FIRE HYDRANT 254 2544 2540 2536 2532 NKM 2524 2520 2516 INSTALL 33.8 LF OF 8" C-900 PVC WATER MAIN PROPOSED GRADE 0 2540.80 2546.74 PIPE CENTERLINE 2540.91 2541.02 2540.60 1 RIM RIM RIM RIM RIM 2540.65 RIM EXISTING GRADE 0 PIPE CENTERLINE 1.1 LF PVC pip Pipe SS 100-607. 1322 LF 8" PVC pipe SS 0 47.1 LF 8" PVC VC Pipe SSOO.40% .0 —2�29.24 ------- a INV OUT (NW) 2528.12 2528.02 'o 1 2528.65 INV IN (S) INV OUT (N)l g INV OUT (N) 2524.62 C/) C) INV IN (SE) CO 6 2528.12 INV 2527.83 C) Cn INV IN (S) + cf) LO M 04 INV IN (S) C0 00 Ch C4 Z I— + Cf) re) 2527.73 0 Cn + Z INV OUT (NE) o C) ALS F_ z L) U) C> V) C13 C'i 0 !�4 + U) 0 Cf) C6 0 Pi V) F - LO Cn cn It Cn + 72 `2 97. 2 4 Uj V) LINE D I C:r-[:Kln- , UL 0 nrc 5 SCALE 40 0 20 40 80 1 1 1 1 1 i FEET 1 INCH = 40 FT. PROPERTY BOUNDARY RIGHT OF WAY LINE EXISTING ROAD CENTERLINE EXISTING LOT NUMBER EXISTING LOT LINE EXISTING SEWER LINE W1 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 AIR/VACCUUM RELIEF CONSTRUCT ROAD CENTERLINE CONSTRUCT ROAD RIGHT OF WAY CONSTRUCT INTERIOR LOT LINE CONSTRUCT BLOCK AND LOT NUMBER EE=E�_ 35! LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON SHEET 7.0 00 MONITORING WELL, SEE DETAIL ON SHEET 7.0 0--* MERIDIAN STANDARD STREETLIGHT TYPE 2 2548 _SS 0 Ss W 2544 2540 Se SL El �fm 2532 WW 2524 7b7_0 2516 2512 2512 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 KEYNOTES: CONSTRUCT SEWER W/ MANHOLE CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) 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 N47 WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 SERVICE CONNECTION SERVICE LENGTH END INVERT SERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 (E IDIA APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date .Know what's below. Call before you dig. 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 LO N © d. 00 (n 0 N x E LL 0 C) 0 1'- Q M 0 < C� C? co 0 C14 C0 C'4 'ANAL FNc 0 0 U2 U (P 0 'A pttgq OF Uj W U) O U) >- M > W x cJ z IJ_ I, 00 00 co C �0 0 U_ Z W z z 53 UJ W W W to W I a- < f W 0 CL M 1:1) W 0 z Lu U) 0 W W Z z C:) ,— F- -- U. 0 z 0 W U) x 0 > CL C) CLa 0 M W < 06 W C4'r) > U) Z w 04 z _1 C) W W U 0 C, W 0 CL < z 0 F_ ow >' 3: W Z < 0 N W Z 5 W Z M 1— N z0C:) 0 W C:) j0 �� a. SHEET NUMBER 6mO J W W 0_ LL O Z I-- I Wx U V) d- d - r7 a 0 L� 0'- G1- •> 0 a' c p •� l� W o H O x o E o© E a LL U o� c Q N W E CL t'U y CL o 0_0 0 -0 N 0 ao 3 ca o \o r- 00 0a - REVERSE UP CURB & GUTTER SEE DETAIL THIS SHEET MARIFI 14ON NON -WOVEN GEOTEX11LE 5' SIDEWALK FABRIC OR EQUAL, CURB UP TO BOTTOM OF PERCOLATION WINDOW (TRIM 1" BELOW UP WHEN PAVERS ARE PLACED) COLLAR PER DETAIL THIS SHEET WELL COVER PER #8 STONE PER ASTM STDS. ACRD SD 627 MANUFACTURED TO CONTAIN LESS THAN 2% FINES. 4 4 ' •. ya tea. 'q°: °!3 ,44 4 .4... .. .4. y'• #57 STONE BASE PER .4 '. ASTM STDS. M_, 7__V1 <.. .. MANUFACTURED TO CONTAIN LESS THAN -_.. 27 FINES. 4' DIA. SDR -35 PVC PIPE PERFORATE BOTTOM 1 W/6 COLUMNS OF 3/8" HOLES 2" C -C. OVERLAP FABRIC -� 1' MINIMUM MARIFI 14ON NON -WOVEN GEOTEXTILE FABRIC OR EQUAL WRAP UNDER WELL L NOTES: 1. GROUNDWATER ELEVATION IN THE POND WAS MEASURED ON 2-14-16 AT AN ELEVATION OF 2541.9. 1'-6" -NTS- 601 11-0" 5" MIN. 3/4 MINUS 12 STONE SUBBASE PER ASTM STDS. MANUFACTURED TO CONTAIN LESS THAN 23. FINES. 12 STONE, INSTALL AND CONSOLIDATE PRIOR TO PLACING #2 STONE ABOVE. • INSTALL 1' MIN INTO FREE DRAINING • MATERIAL BELOW PAN LAYER 6" MIN. (APPROX. 9' BELOW SURFACE) S-0" INSTALL 4" CAP ON TOP & BOTTOM of WELL dq N a tc, END TO BE i d e VERTICAL 12" WIDE STRIP OF MARIR 14ON ° NON -WOVEN GEOTEX11LE FABRIC 4e .. .d. 44 Q d ... OR EQUAL (AT CONC. BARRIERS) » MIN _, _ -- ---- - 5 -O '`- 4 4 I i�►l'�►IIIc/w- - 1►w w - !�r/mow/w.w/wry/w Emu SEE ALSO ISPWC DIVISION 700 -NTS- e a 12" WIDE STRIP OF Man 14ON R/W NON -WOVEN GEOTEXTILE FABRIC ---- �' 2_0" OR EQUAL (AT CONC. BARRIERS) COMPACTED 4 a4� R=1/4! 0» 11-2)) END TO BE 3/4" MINUS VERTICAL BASE COURSE R -g" COMPACTED SUBGRADE3 1 d. I 4" 6 L (EXCEPT AT WINDOWS) 3 4» REVERSE LIP VERTICAL CURB R=$"' ; 4 . ,. REVERSE UP ROLLED 4 . ' ad e': �;;, �:....>.:,;...;__..... CURB & GUTTER PER -NTS- a° d°' e.d a DETAIL THIS SHEET r► - 4" MIN. LEVELING COURSE 3" REVERSE LIP ROLLED CURB & GUTTER -NTS- TO BE USED ON LOCAL STREETS STEEL COLLAR FRAME TO REMAIN IN PLACE 12" STRIP OF GEOTEXTILE TURN UP AGAINST AFTER COLLARS ARE POURED. COLLAR AND TRIM BELOW FINAL SURFACE n 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 SEE ROADWAY NOTES ON SHEET C1.0 FOR ADDITIONAL REQUIREMENTS -NTS- FIN 0 I 4'-0" (TYP.) STALLED LAY 4'-0" (TYP.) INSTALLED LAY 6" OFF BOND STAGGER NOTES: 1. EACH CLUSTER (PALLET LAYER) 1S 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. 50'-0" 36'-0" 18'-0" 18'-0" 16'-0" 16'-0" SLOPE O% SLOPE 07o 12" STRIP OF NON -WOVEN #2 PERCOLATION WINDOWS WHERE STONE PER PAVER SECTION EXTEND CURS. 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 GEOIEX11LE 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" DEAGAINST COLLAR _.. COVER ELEVATION TO BE 1/4" BELOW PAVERS FIBER REINFORCED PER ISPWC SD -508 STEEL COLLAR FRAME SEE DETAIL THIS SHEET 4 4 «� ° ' GEOTEXTILE TURN UP AGAINST COLLAR --r A AND TRIM BELOW FINAL SURFACE CONCRETE PAVER (SEE NOTE 1) -� 'CONCRETE GRADE RINGS AS REQ'D. 18" MAX. SECTION A A PAVER MANHOLE COLLAR DESIGN NOTES: -NTS- 1. PAVER AND BASE THICKNESS ARE BASED UPON ASPECT RATIO REQUIREMENTS FOR THE INTENDED TRAFFIC LOADING. 2. INSURE THE 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) u V STEEL FORM TO REMAIN CAST IRON VALVE BOX AND LID CONCRETE COLLAR MIN. 2' SQUARE X 8" DEEP ELEVATION TO BE 1/4* BELOW PAVERS FIBER REINFORCED PER ISPWC SD -508 O .. 4 .. .. .. .. a 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. COLLAR PER DETAIL THIS SHEET WELL COVER PER ACHD SD 627 � 6" MIN. MARIFI 14ON NON -WOVEN GEOTEXTILE FABRIC OR EQUAL WRAP UNDER WELL INSTALL 4" CAP ON TOP & BOTTOM OF WILL 'TONES IN THE CENTER ARE MONITORING WELL SOLDER TO HELP SHOW THE INSTALLED 'ATTERN 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 R/W 5'-0" SAW CUT PAVERS (SEE NOTE 2, BELOW) 3/4" MINUS CRUSHED AGGREGATE SINGLE SOLDIER COURSE WITH UNDER CURB AND SIDEWALK. AQUADRAIN L STONE -NTS- PERCOLATION WINDOW VARIES* -NTS- SEE ALSO ACHD SD 627 R=1" FACE TO BE VERTICAL r FINISHED ROADWAY SURFACE 4" MIN. 314" MINUS CRUSHED GRAVEL CONC. ISLAND CURB MODIFIED ISPWC SD 701A TROWEL FINISHED - EDGE A co (WHERE OCCURS) SEE 4" MLN. 3/4" MINUS DETAIL THIS SHEET CRUSHED GRAVEL Ir,� iRvly Rh« WELDED CONTINUOUS WELDED SEAM (WHERE WELDED) . _.......-...____._ 00 SECTION C -C 1j" IRON RAIL STEEL COLLAR FRAME WELDED -NTS- *MANHOLES 4.53' SQUARE, VALVES DEPENDS UPON NUMBER -NTS- 12" WIDE STRIP OF MARIFI 14ON NON -WOVEN GEOTEXTILE FABRIC OR EQUAL (AT CONC. BARRIERS) FINISHED ROADWAY SEE SHEET CX.X FOR PAVER DETAILS END TO BE VERTICAL CONCRETE TERMINOUS GRADE BEAM -NTS- EDGE RESTRAINT - TRIM SOLDIER COURSE UNITS USE 1/2 PIECES ASALONG LONG LENGTH AS REQUIRED TO PREVENT REQUIRED TO MAINTAIN SPECIFIED 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 E IDIA.N APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date M U) M i6 O 0 N co Vi N � O Q Lw p 0 h O q= Q- ct) 0 'v to < CL ®M 3 �. e r 00 N M N �t.5s E V T OAC Ee �° \V - r W�'G Y Q LU W d rn � 0 cn m W z L0 a> r- N ap r N C10 Q ® (9 � 0 ® w © w H 4 W co a tIY W 0 X 0-� Q too{ H D CL 0 ..3 t=!3 w z 0 Z W C.) CD U 0 J J Z U) Z0 W U) X J 2 > 0 w I--' z M W W >O W Cly u- C7 Q0 CL W 0 Q 0 > 0 U) 3: W Z N cO r• Z= d' Z M ..... 0WWWWWO w V ./ > 0 C:) C- a. SHEET NUMBER 700 XREF INDEX: X 0 M M W W 0 0 W z 0 c6 10 < C V) n -17 ce- I x Ld 0 U) -q- -14- r--n 0 00 0 - LZ 0"-- a_ > 00 C 0 � --- WC �-- 0 F -4- C) x 0 0 E j- 0 %#--0 E q CL 6! C) O C < 0 L --j E r—n L0 0 0 00 00 N 4- 4.4 0 `� 0 00 77 7 7 200psi CONNECT TO EXISTING 6" MAINLINE, INSTALL 48.1 OF OF 6" PROTECT EXISTING AIR RELIEF PVC PRESSURE IRRIGATION MAIN 5'-0" 1—on WHEN LOTS BACK TO BACK 3 2'-0" 2 2'r0" h! 6' TO 9" ROUND VALVE BOX ff -1 1=1 I F71J 6* RISER WITH SLOTS T OVER SERVICE LINES A/ AIV 1* CURB STOP 4 in 160 PSI 3408 PE 1 1 Z - A) I 1 N", LAY ON UNDISTURBED 1 PIPE IRRIGATION MAIN 6> EARTH (TYP) "x CONNECT TO EXISTING 6 C.I. SADDLE WITH WIDE TIE STRAP PLACE ON HORIZTAAr MAIN, INSTALL 6"x6"x4* TEE ONL N (TYP) 3 J/ 44 LOT PRESSURE IRRIGATION 2 200psi NN INSTALL 116.7 LF OF 4 N V% SERVICE DETAIL NOTE: SERVICES TO BE A PVC PRESSURE IRRIGATION MAIN y, 0, -NTS- MINIMUM OF 3' APART ON MAINLINE. A IN, V "N \ 1x1, �0 V% Wv R \x 2 V/ V` V, IN \1 N V, x 011< INSTALL 4.8 LF OF 4! 200psi INSTALL 52.0 IF OF 4m! 200psi PVC PVC PRESSURE IRRIGATION MAIN S\ v, PRESSURE IRRIGATION MAIN IN A 4q 2 4 Z - C-900 PVC SLEEVE, VALVE EACH END 1 / j -W A INSTALL 694.2 OF OF 6 200psi PVC A h PRESSURE IRRIGATION MAIN Nx 30 A INSTALL 15.8 LF OF 4! 200psPSI' N PVC PRESSURE IRRIGATION MAIN e -I 4 2TIN \1 — -01 2 IN -1 N 3 2 "y IlY,z INSTALL 214.9 IF OF 4! 200psi A PVC PRESSURE IRRIGATION MAIN C, 4Z < /01 ton Iy 4Q— R- of IX -la A Iylz:-V 4Q- 1AA 6> Y P �Txk, 2 A, q INSTALL 53.3 LF OF C 200psi 1> In-- PVC PRESSURE IRRIGATION MAIN 2 Q5 /xv Q� X .4 4 W u 3 0. t N, 170A\\ INSTALL 151.8 LF OF 4! 200psiz -Al\ PVC PRESSURE IRRIGATION MAIN 3 2 2 "W I 71k T (D 0 - INSTALL 207.8 OF OF 6- 200psi PVC PRESSURE IRRIGATION MAIN A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V, CONNECT TO EXISTING 4" MAINLINE, ............ A AS PROTECT EXISTING AIR RELIEF atW IN 0) KEYNOTES: -0 • INSTALL PRESSURE IRRIGATION LINE IN C-900 PVC SLEEVE INSTALL 113.6 OF OF 6" 200psi PVC PRESSURE IRRIGATION MAIN 5", INSTALL LOT PRESSURE IRRIGATION SERVICE PERy'° DETAIL, THIS SHEET C? INSTALL LOT PRESSURE -IRRIGATION SERVICE IN EXISTING MAIN UNE T) EXISTING LOT PRESSURE IRRIGATION SERVICE rq '::;: It P— CONNECT TO EXISTING 6" MAINLINE, PROTECT EXISTING AIR RELIEF SCALE 40 0 20 40 80 FEET 1 INCH = 40 FT. I Cf-r"Kin. CONSTRUCT TERMINUS GRADE BEAM CURB A CONSTRUCT 4! VALLEY GUTTER W/FILLETS LO CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO V- Cl) cit 00 CN ROADWAY NOTE 15 ON COVER SHEET. M Mx E U- 0 U-) 0 O 0 r- Q M Q co IT M 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON SHEET 7.0 MONITORING WELL, SEE DETAIL ON SHEET 7.0 MERIDIAN STANDARD STREETLIGHT TYPE 2 SS SS CONSTRUCT SEWER W/ MANHOLE -W-W- CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) OF \ INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD DRAWINGS W8 & W9 INSTALL 2' BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD W DRAWING W13 CONSTRUCT WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W W1 W PIRR PIRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE W IRR IRR CONSTRUCT GRAVITY IRRIGATION LINE INSTALL GATE VALVE SIZE TO MATCH MAINLINE E IDIA t-- APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed i 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 Know what's below. Call before you dig. '. Warks (Apartment LO M LO C � lqr V- Cl) cit 00 CN M Mx E U- 0 U-) 0 O 0 r- Q M Q co IT M ,q0 co 0 M 04 Se 8 0 OF \ W W W W C0 z 0 Cf) 5; W W d z co 00 C) 0 00 00 V- 0 U - Z W LI) Z a W> W 0 W W W W x W 65 W a W 1: W CL0 a. -j 0. M D CD j 0 W F- 0 Z W W < 0 0 .j Z z C:) F 0 z W U) X 0 > 0. ZVt < Co W .V- =) 2 < CL W z > W W c) j c) W U) Lj- 0 W 0 CL Z 0 0 F- z 0 OW 3: W or% Z < W 3: W.14. 0 N 3 W C) 0 > a CL a. SHEET NUMBER 8MU XREF INDEX, CL 00 STREET LIGHTING NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL https:l/gitizenpod-ol.meridioncity..org.XitizenAccesi.1 TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE, REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MINIMUM FROM TREES, 5' MINIMUM FROM FIRE HYDRANTS, AND 2' MINIMUM FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED ASBULT DRAWING OF THIS PLAN SHEET AND THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS OR TO ACCESS LOCKED METER PEDESTALS. 0❑' K/ XS3 A co' Z' SL Gj N X" M N N N' \A �x V A \X A, X A V V� 30 V % 'A X N EXISTING SL z Pit C9 0, -x NIle Z"w "¢ SS V x I XY L JN 3 N "J" Al x SLefY err 1A V k" V11 t IF V / r/V k 6> V %.V -7 A t Al/ J/ A > it - co -- -`V it I C0 EXI' , 00 V. ri_ f /0 5 010 T N" 'N' XIS11N SL' 9 A 0" A—— -S: ............... T ,' � 3,n.r � `"" $fig,, ... � it A , IQ Tt`j lil A & 1 -'L' NXII x 411, 4, SCALE 40 0 20 40 80 FEET 1 INCH = 40 FT. I CONSTRUCT ROAD CENTERLINE CONSTRUCT ROAD RIGHT OF WAY CONSTRUCT INTERIOR LOT LINE RLOCA" 5 5 CONSTRUCT BLOCK AND LOT NUMBER CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK CONSTRUCT TERMINUS GRADE BEAM CURB N' CONSTRUCT 4! VALLEY GUTTER W/FILLETS CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO ROADWAY NOTE 15 ON COVER SHEET. LO 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL 0) 0 N ON SHEET 7.0 0 MONITORING WELL, SEE DETAIL ON SHEET 7.0 CN x E M U_ 0 U MERIDIAN STANDARD STREETLIGHT TYPE 2 ss --*—Ss— CONSTRUCT SEWER W/ MANHOLE W W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) 0 CV) Q Q. 00 V L9 INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD C? DRAWINGS W8 & W9 INSTALL 2' BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W13 C%j M N CONSTRUCT Y4* WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 ST 445 PIR —1— PIRR — CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE I IRR— !RR--- CONSTRUCT GRAVITY IRRIGATION LINE H INSTALL GATE VALVE SIZE TO MATCH MAINLINE (�VE IDIA APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in -compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date Know what's below. Call before you dig. C�WERUDIAN't­ Public N, IDAHO Works pe,rartmmt 4 �.d I LO 0) 0 N 0 CN x E M U_ 0 U MIR* U. ) 0 t- Q 0 CV) Q Q. 00 V L9 C? V -ODCA 0 V— 0 C%j M N ST 445 40— 0 'x OF CD W W co z 0 co U) 5; W d I x z Z M 400 0 00 C) 0 6 2 2 �02 0 z cl W Z Z a W �e a W > 0 F_ ES W WLL F - w W X: S2 U) W 0 W x x 0- 0- 0 0 _j 2 M D W a a 0 a- U) 0 z W W U) U0 .j z L C:) _j 0 z U) I Z WU) X > CL 0 W 2 LU W > z N o r W C) W -..j a: (D p CL 0 r% z 0 1-- ®W W LLJ z W 0 N Z cQ 2 :) o 0W Vj > 0 C) SHEET NUMBER 900