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CC - RoundtreeCD'sV KENNEDY C( MERCIAL PIMOS SUBDIVISION C-001 Z C-002 NOTE SHEET C-101 A C-102 IRRIGATION PLAN C-201 GRADING PLAN C-301 S. FLINTSTONE AVE. AND W. GANDER ST. C-302 i■i.i C-303 S. LINDER ROAD C-304 W C-401 SEWER LINE A C--402 Z C-403 SEWER LINE B AND C C-501 PEDESTRIAN RAMP AND DRAINAGE DETAILS E LEGEND E co I EXISTING PROPOSED 1 BOUNDARY LINE - - - SECTION LINE - - - - SANITARY SEWER LINE — — — — — w — WATER LI N E —W --- PRESSURE IRRIGATION LINE —PIRR-- STORM DRAIN LINE -SD CENTERLINE — PUBLIC RIGHT OF WAY LINE - - LOT LINE 6" VERTICAL CURB AND GUTTER ROLLED CURB & GUTTER 5' SIDEWALK O SEWER MANHOLE .x STORM DRAIN MANHOLE DITCH FLOW LINE - PRESSURE R IRRIGATION SERVICE STREET LIGHT —� FIRE HYDRANT — — — — EG - EDGE OF GRAVEL OHP OVERHEAD POWER — — — — x FENCE LINE —.— STREET SIGN SINGLE WATER SERVICE --r- DOUBLE WATER SERVICE DQ WATER VALVE —� CONCRETE SIDEWALK ►� ASPHALT ROADWAY CB CL EG FG FL 0 0 GB 9 GWE IRR • L U ISPWC PC LU PCC • z J PRC O PIRR PT W Ca W D S L a� °� SS CL N J SDMH CD ma. SSMH CD N J aSTA W CL m TBC M i to VOL �N O N W N N T T WSE L � U o d. p CATCH BASIN CENTER LINE EXISTING GROUND FINISH GRADE FLOWLINE GRADE BREAK GROUND WATER ELEVATION IRRIGATION IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION POINT OF CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE PRESSURIZED IRRIGATION POINT OF TANGENCY STORM DRAIN SANITARY SEWER STORM DRAIN MANHOLE SANITARY SEWER MANHOLE STATION TOP BACK OF CURB VOLUME WATER WATER SURFACE ELEVATION PROJECT SITE 0 500 11000 SCALE IN FEET SUBDIVISION - z1V-t51vkv1P-1Un 1/-11 u - 1-84 mw* a a KENNEDY C( MERCIAL PIMOS SUBDIVISION C-001 CENTER SL DIVISION C-002 NOTE SHEET C-101 STREET LIGHT AND SIGNAGE PLAN C-102 IRRIGATION PLAN C-201 GRADING PLAN C-301 S. FLINTSTONE AVE. AND W. GANDER ST. C-302 S. MALACHITE AVENUE C-303 S. LINDER ROAD C-304 SUBDIVISION - z1V-t51vkv1P-1Un 1/-11 u - 1-84 mw* a a SHEET KENNEDY C( MERCIAL SHEET NUMBER SHEET TITLE C-001 CENTER SL DIVISION C-002 SHEET INDEX SHEET NUMBER SHEET TITLE C-001 COVER SHEET C-002 NOTE SHEET C-101 STREET LIGHT AND SIGNAGE PLAN C-102 IRRIGATION PLAN C-201 GRADING PLAN C-301 S. FLINTSTONE AVE. AND W. GANDER ST. C-302 S. MALACHITE AVENUE C-303 S. LINDER ROAD C-304 SHARED ACCESS DRIVE PLAN C-401 SEWER LINE A C--402 SEWER LINE A C-403 SEWER LINE B AND C C-501 PEDESTRIAN RAMP AND DRAINAGE DETAILS imum J -U -B ENGINEERS, INC. U Z > — Q � 0 U)® MM cc o _0 SME W Or, AMU W CV CV) Ci CV .Q Z U N 00 00 M= N 00-- '^ N Z mom_' c xs W J- LL m C/)CL Lon m N NAL N' "t Of �TTW(-J c co o -W F- X ow �w 0- = mN o>� . 0 "W 00 = z��=- 00zz W z—OcnUW �W�owz �o�QwoU W OcQn�. Woo W a0�- CM, ��t-W°O lu = W -o z z E--�Zao 0�W W� �z��0 2Qoa� S< oZWLuw co WOCL 0r- _W F-=aa..3: 3: z 0 00 - DEVELOPER: POWER. m = TRILOGY DEVELOPMENT IDAHO POWER < L - SHAWN BROWNLEE VIC STEELMAN 9839 W. CABLE CAR ST. 1221 W. IDAHO STREET W kluill:.vAPPROVED FOR SUITE #101 BOISE, ID. 83702 W BOISE, IDAHO 83709 PHONE : (208) 388-2323 -� _ CONSTRUCTION 208-895-8858 z These plans and/or specifications have been. reviewed for PROJECT NO. 1 j Qcompliance with Meridian City Standards and Specifications.SEWER & WATER: PRESSURE IRRIGATION: J W This review does not relieve the owner, engineer, of contractor �" of the responsibility to design and/or construct those facilities in CITY OF MERIDIAN NAMPA AND MERIDIAN IRRIGATION DISTRICT W _ O compliance with all current applicable federal, state and local 33 E. BROADWAY AVENUE 1503 1ST ST. SOUTH W (� (� P PP MERIDIAN, ID. 83642 NAMPA, ID 83651 Taws, rules, regulations, ordinances, development agreements, PHONE : (208) 887-2211 PHONE : (208) 466-7861 W specifications, orders of approvals, all of which the City retains G the right to enforce. Inconsistencies not noted by City staff shall Q not be construed as approved unless specifically addressed in Z writing by the City. Any proposed revision to, these plans must be ROADWAYS IRRIGATION DISTRICT: submitted for review and compliance with the Meridian City ADA COUNTY HIGHWAY DISTRICT NAMPA AND MERIDIAN IRRIGATION DISTRICT M Standards and Specifications before said revision is constructed. 3775 ADAMS STREET 1503 1 ST ST. SOUTH O E3 GARDEN CITY, ID. 83714 NAMPA, ID 83651 PHONE : (208) 387-6100 PHONE : (208) 466-7861 Name Date J -U-13 ENGINEERS, INC. NOTICE AND DISCLAIMER TO CONTRACTOR 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 THE PLANS AND/OR SPECIFICATIONS (DOCUMENTS) ARE THE PROPERTY OF J -U -B ENGINEERS, INC. ("J -U -B") AND BY USING THE DOCUMENTS CONTRACTOR AGREES TO BE BOUND BY THE TERMS AND CONDITIONS IN THIS NOTICE FILE: 10-16-064_C-001 Plans Are Accepted For PUbIIC p 208 376 7330 f 208 323 9336 w www.jub.com AND DISCLAIMER. JUB PROJ. # : 10-16-064 Street Construction THE USE OF THE DOCUMENTS CREATES NO DUTY IN CONTRACT, TORT, EQUITY OR OTHERWISE OF J -U -B TO THE DRAWN BY: EE, GRB CONTRACTOR. THE CONTRACTOR SHALL NOT DISSEMINATE OR USE THE DOCUMENTS, OR ANY PART THEREOF, FOR DESIGN BY: GRB By stamping and signing the improvement plans, the Registered ANY PURPOSE OTHER THAN AS DESIGNATED HEREIN FOR THE INTENDED PROJECT. THE DOCUMENTS ARE NOT Engineer ensures the District that the plans conform to all District THE GATEWAY INTENDED FOR USE IN CREATING DTM FOR GRADING OR EARTHWORK, SURVEY STAKING LAYOUT (UNLESS SPECIFICALLY CHECKED BY: WSW policies and standards. Variances or waivers must be specificallyOTHER 1- U - B COMPANIES LANGDON �.�� MAPPING IDENTIFIED AS SUCH IN THE DOCUMENTS), OR PROPERTY BOUNDARY LAYOUTS. ONE INCH and previously approved by the District in writing. Acceptance of the GROUP INC. J -U -B AND ITS AGENTS SHALL NOT BE LIABLE FOR ANY DAMAGES OR CLAIMS ARISING OUT OF THE USE OR MISUSE AT FULL SIZE, IF NOT ONE improvement plans by the District does not relieve the Registered OF THE DOCUMENTS, (OR ANY PART THEREOF), FOR ANY PURPOSE OTHER THAN THE SPECIFIC PROJECT FOR WHICH INCH, SCALE ACCORDINGI Engineer of these responsibilities. THEY ARE INTENDED, WHETHER SUCH DAMAGE OR CLAIM IS BASED IN CONTRACT, TORT OR OTHERWISE. LAST UPDATED: 10/12/2016 IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT, THE ELECTRONIC DOCUMENTS ARE PROVIDED WITH NO SHEET NUMBER: WARRANTY OF ANY KIND, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY REPRESENTATION OR BY DATE WARRANTIES OF ACCURACY, QUALITY, COMPLETENESS, COMPATIBILITY WITH SYSTEMS, DRAWINGS NOT PRINTING TO ADA COUNTY HIGHWAY DISTRICT SCALE, TRANSLATION ERRORS, AND OTHER PROBLEMS WITH USE. C-001 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE CURRENT EDITIONS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE SUPPLEMENTAL SPECIFICATIONS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). NO EXCEPTIONS TO ACHD POLICY, STANDARDS, OR THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD 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. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO START OF WORK. ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. 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. 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. SEE FINAL PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. CERTAIN EASEMENTS ARE RECORDED BY SEPARATE DOCUMENT. 11. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 12. 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. 13. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. 14. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS OF ITEM #6 AT THE REQUEST OF THE AGENCY AND/OR THE OWNER'S ENGINEER. 15. 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. HE/SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 16. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR 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. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 17. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY. 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 SWALES). 0 5. WHEN COVER OVERA SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO " o NATURAL GROUND, USE CLASS 200 WATER PRESSURE PIPE , ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 0 9 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES �i HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE `° 0 SEWER. r 7. ALL CCN INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. w W WATER 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 6 WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. w z 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 r 0 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). co W 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE yA MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS CD a 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 D WASTEWATER RULES (IDAPA 58.01.16). m� LL 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO a m CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ). N � to T N o N 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 76 T � cts U 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). a. 0 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. ROADWAY, ACHD 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC 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. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24 -HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. 4. 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. 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 7. 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. 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD -801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET. B. STANDARD 6" VERTICAL CURB (NO GUTTER), ACHD SUPPLEMENT TO ISPWC SD -701A. C. - ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD -702. D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD -708. E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD -709. F. PEDESTRIAN RAMPS ISPWC SD -712A AND SD -712E. G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. H. STANDARD CATCH MANHOLE, ISPWC SD -611. 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT SPECIFICATIONS. CONTRACTOR SHALL CONTACT EAGLE SEWER DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD -303. 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES" ALLOWED. STORM DRAIN, ACHD 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. 4. ALL CATCH BASINS SHALL HAVE A ONE -FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD -601 TYPE 1, SD -609 TYPE 1 OR STANDARD DRAWING NO. SD -604A TYPE IV, SD -609 TYPE I. 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 12. 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD -611. 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING NO. SD -301. 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED WATER TIGHT. 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. PAVEMENT REPAIR FROM UTILITY WORK. ACHD 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACRD POLICY MANUAL J -U -B ENGINEERS, INC. 2. 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. 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 4. 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. 5. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 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 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 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. . .: APPROVED FOR 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, of 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 of 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 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 Kwwwhaft bellow. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES U 0 Z_ ; as C0 N CL C0 m CD 0 CL 2 a co N �n N T r T 0 0 FL J v W 2 J W Z W #5 14 13 Block 2 12 11 im 0 0 30 60 SCALE IN FEET NO M 13 7 0 12 W. GANDER STREET #4 W. WALTMAN STREET 4 TAPESTRY SUBDIVISION Block 1 10 CE #6 3 Block 2 2 #3 6 R N Block 1 2 0 0 WE E #2 =;4I EP I.D.A. APPROVED FOR DA 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, of contractor Plans Are Accepted For Public of the responsibility to design and/or construct those facilities in Street Construction compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, By stamping and signing the improvement plans, the Registered specifications, orders of approvals, all of which the City retains Engineer ensures the District that the plans conform to all District the right to enforce. Inconsistencies not noted by City staff shall policies and standards. Variances or waivers must be specifically not be construed as approved unless specifically addressed in and previously approved by the District in writing. Acceptance of the writing by the City. Any proposed revision to these plans must be improvement plans by the District does not relieve the Registered submitted for review and compliance with the Meridian City Engineer of these responsibilities. Standards and Specifications before said revision is constructed. BY DATE Name Date ADA COUNTY HIGHWAY DISTRICT J -U -B ENGINEERS, INC. U • z > KEYED NOTES Q CY)M CD INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II W 0 O � � LUMINAIRES PER COM STREET LIGHTING DETAIL 6A W N r-- N 0 INSTALL 30" R1-1 STOP SIGN WITH STREET z U (D CO oo �? -6 DESIGNATION SIGNS!�—RR QD :� C:) 00INSTALL STREET DESIGNATION SIGN V (D Q N N Z ca U) c x � W • V i 4 INSTALL TYPE 1 STREET LIGHT WITH I.E.S. TYPE II C o LUMINAIRES PER COM STREET LIGHTING DETAIL 6A C0 '_ 0 0 D N 00 ►w 1. CONTRACTOR RESPONSIBLE FOR SIGN INSTALLATION MUST BE BONDED WITH ACHD AND OBTAIN A RIGHT-OF-WAY PERMIT PRIOR TO INSTALLATION OF SIGNS. Know V11�1c' s bebw. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES SjpNAL 1 !y 9rF or • ScorT W�N��� Cn w 'a WW �w w S- U=J) o > m Uw00 c H F- aZZZw Z20u) W In 1LU W z 0WQOZ W 00 a- wm nao�1� W :10 0 =WaZZ f-2ZQO 0W W Q m O _ F- Z ' 0 LliQoa� �Q�oa z oZwa. _'r to Of 0 0 _ F --=ash z #7 5 O 7 0 12 W. GANDER STREET #4 W. WALTMAN STREET 4 TAPESTRY SUBDIVISION Block 1 10 CE #6 3 Block 2 2 #3 6 R N Block 1 2 0 0 WE E #2 =;4I EP I.D.A. APPROVED FOR DA 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, of contractor Plans Are Accepted For Public of the responsibility to design and/or construct those facilities in Street Construction compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, By stamping and signing the improvement plans, the Registered specifications, orders of approvals, all of which the City retains Engineer ensures the District that the plans conform to all District the right to enforce. Inconsistencies not noted by City staff shall policies and standards. Variances or waivers must be specifically not be construed as approved unless specifically addressed in and previously approved by the District in writing. Acceptance of the writing by the City. Any proposed revision to these plans must be improvement plans by the District does not relieve the Registered submitted for review and compliance with the Meridian City Engineer of these responsibilities. Standards and Specifications before said revision is constructed. BY DATE Name Date ADA COUNTY HIGHWAY DISTRICT J -U -B ENGINEERS, INC. U • z > KEYED NOTES Q CY)M CD INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II W 0 O � � LUMINAIRES PER COM STREET LIGHTING DETAIL 6A W N r-- N 0 INSTALL 30" R1-1 STOP SIGN WITH STREET z U (D CO oo �? -6 DESIGNATION SIGNS!�—RR QD :� C:) 00INSTALL STREET DESIGNATION SIGN V (D Q N N Z ca U) c x � W • V i 4 INSTALL TYPE 1 STREET LIGHT WITH I.E.S. TYPE II C o LUMINAIRES PER COM STREET LIGHTING DETAIL 6A C0 '_ 0 0 D N 00 ►w 1. CONTRACTOR RESPONSIBLE FOR SIGN INSTALLATION MUST BE BONDED WITH ACHD AND OBTAIN A RIGHT-OF-WAY PERMIT PRIOR TO INSTALLATION OF SIGNS. Know V11�1c' s bebw. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES SjpNAL 1 !y 9rF or • ScorT W�N��� Cn w 'a WW �w w S- U=J) o > m Uw00 c H F- aZZZw Z20u) W In 1LU W z 0WQOZ W 00 a- wm nao�1� W :10 0 =WaZZ f-2ZQO 0W W Q m O _ F- Z ' 0 LliQoa� �Q�oa z oZwa. _'r to Of 0 0 _ F --=ash z O z U) Q 00 W C) m = Q C/) Q Q z c� LU U) V Z 0 z < _ Q �— Q I— W s C r W It W FF - W 0 W z F- U) 0 FILE: 10-16-064C-101 JUB PROJ. #: 10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW ONE INC_ H AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 11/14/2016 SHEET NUMBER: C-1 01 0 N O A r � W N O U CL J CO D m° o 1-L W W �o a CIO ti— N O N O N N N T T 00 o _ c� 0.. 0 MISCELLANEOUS NOTES 1. SEE STREET PLAN AND PROFILES FOR STORM DRAIN DESIGN. 2. SEE WATER AND SEWER PLAN AND PROFILES FOR WATER AND SEWER DESIGN. 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. ADA COUNTY HIGHWAY DISTRICT DATE APPROVED FOR 1iAH:� 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, of 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 of 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 0 30 60 SCALE IN FEET PRESSURE IRRIGATION NOTES P1 CONNECT TO EXISTING PRESSURE IRRIGATION LINE. CONTRACTOR TO FIELD VERIFY LOCATION P2 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE IRRIGATION NOTE 1 ON SHEET C-002. P3 90' ELBOW WITH THRUST BLOCKING PER NMID SPECIFICATIONS P4 4"X4" TEE WITH THRUST BLOCKING PER NMID SPECIFICATIONS P5 4" GATE VALVE Ps TYPE A RISER IRRIGATION SERVICE PER NMID SPECIFICATIONS P7 4" END CAP WITH THRUST BLOCKING PER NMID SPECIFICATIONS pg PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT LOW POINT OF PRESSURE IRRIGATION SYSTEM PER NMID SPECIFICATIONS GRAVITY IRRIGATION NOTES 2REMOVE EXISTING PIPE AND PLUG HOLE AT MANHOLE/BOX NAMPA MERIDIAN IRRIGATION DISTRICT NOTES: (NMID) 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 %) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH NO. 12 DIRECT BURIAL LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACRD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 2. ALL PIPE SHALL BE PVC CLASS 200 SDR 21 OR BETTER. 3. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED -FIFTY (150) POUNDS PER SQUARE INCH (PSI) WITH ALLOWABLE LOSS IN ACCORDANCE WITH SECTION 3.1 (C) OF THE STANDARD SPECIFICATIONS. 4. 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). 5. 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 TO OF THE PIPE. 6. FINDER WIRE. NO. 12 DIRECT BURIAL SINGLE STAND COPPER WIRE (TYPE THHN OF THWN) SHALL BE LAID ADJACENT TO ALL PRESSURE IRRIGATION MAINS AND SERVICE LINES. THE WIRE SHALL BE PLACED ALONG THE NORTH AND EAST OF THE MAIN AND SERVICE LINES. THE FINDER WIRE SHALL ALSO BE EXTENDED UP THE VALVE BOXES. ALL WIRE JOINTS SHALL BE CONNECTED WITH A KING "ONE STEP" 30 V TWIST ON WATER TIGHT WIRE NUT ENCLOSURE OR PRIOR APPROVED EQUAL. 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NMID STANDARDS AND SPECIFICATIONS. 8. NMID WILL OWN AND MAINTAIN THIS SYSTEM. CONTRACTOR SHALL CALL TED CLINTON 466-0663, AT THE NMID SHOP 24 HOURS PRIOR TO ANY CONSTRUCTION OF THE PRESSURE IRRIGATION SYSTEM. Know VHI1'c t bebw. CW1 before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES fimum B � J -U -B ENGINEERS, INC. V � Z >> d. O Cn ® c i M O 6 � CY LU 0® O c� fl o LU N � c N� v � OC)06"' (1)Z C:) 0o'-7 N Q CV z m CJ) 00 .5 C:) � m N W OWz� t=— X ow �w W av=F'-' o>mj . UW00 z 0) �ZZZW � z_�OcnV W wOc9 W z �z CZuw' WO W Oza awm (0Uj WO2f=--� WC, WF -WOO 0= W Z Z Z F-2ZQ0 0:D W Z m OU z 0 2aon¢.D 0 0 z— Owww O Z CL _j U)Wp0— _� �ia3:3: z 0 U) ®p M Q U) 0 W U QZ �Q �. Q W W rr W �_2 Z Z) 0 Ir FILE: 10-16-064_C-102 JUB PROJ. # : 10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW z Q J z 0 rQ V Ir AT FULL SIZE, IF NOT ONE LAST UPDATED: 11/14/2016 1 SHEET NUMBER: C-1 02 (tS r ccn l CO c � c CL U� m` �L 0 aL c CL c M to o, N T T T T i o< O , CL PVC 0 17.81 %..............- 20.2 LF 12" SDR 35 - PVC 0 0.50% i01>` CB Al STA: 10+11.00, 15.67' R RIM: 2592.76 12" OUT: 2589.76 (E) SUMP: 2587.76�s Qtr = 0.13 ds q00=0.18 ds NOTES TO _ CO NTRACTO R MATCHLINE - 12+00.00 SEE THIS SHEET RIGHT INV UU I: Z00%1.%00 I/. `1g) / Q0=0.14 ds / q00=0.19 ds 11 / .1 LF 12" PVC ® 24.40% S. FLI NTSTON E AVENUE SCALE IN FEET PUBLIC ROADWAY o� 0 N tj `- W ICn W z= J U W 1N I I I I I eo i5.0LF18"T-1 PVC ® 0.00% 5� \ Q S97 O / 7 / ;_Q, W. GANDER STREET PUBLIC ROADWAY 1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. CURVE TABLE CURVE # LENGTH 60.00' VC TANGENT DELTA CHORD BEARING CHORD LENGTH C1 7.51' 20.00' 3.80' 81.30' VC 2605 C2 00 04) HP:10+96.59 2594.84FG 45.00' 138.80' 144'04'24" S49'44'03"E 85.61' C3 11.36' 20.00' 00 L :13+72.80 53) 2605 2592.70FG ........ :................. I..................... ...... K:15.51 ... AD:=3.9%........................................................................................................... Q z LLQ Q> �. Q � Q W�-- ........................... W .K:50.24 AD: 1-.6% ...... ..................... ..........0 0 0 . .......... o 0) 0U) .................... ........................ s ......................... ......................... ........... J O cT......................... � cn ............ - O N ......... X+0... + O . . . . . .O In..........O d. .. ...: O . .......... Od................... r O ..... .......... . .............................. . ............. 0D N ..... N0) .... 260® W O _ N N + tf) + LO + to 2600 ............... a.. ........... ........... ......................... .................... ........................ ......................... ......................... ............. ......... ................ * ................ * * ........ ............... ...... ................ . ......................X.. FINISH GRADE'' ......................... .......................... ........................... .... ® q OF ROAD.. I................ ............... .................................... ......................... .......................... ............................... ............................................... ................................... 2595 2595 3.000. . ....................................... .. .... . -0.86% .... . 2.00% i EXISTING GROUND t f .................. ................. f, ® q OF ROAD .. . . .. 8" SEWER ,,,_ - -, - - - - - ......................... . ..............f. ... ... ...... .. .......... .......... . ..... ..... .�-. .......�� .mow. ..,.....r�:"'.�'.'............... 2590 . +... _` ......_......._................... __......_.....__ '-- -.. -.- ......._.................._._.........._........ _......_....._......_..... „ ..�. "�...�- .�.- _ _. --... _ . �. 2590 136.0 LF 1 " ..SDR 35 i ....._.........._.___......... _ .._._........... _........._ ......... _........._ _ _ _ ......... __.... ��10%....._._........... _ 35� . ...... ............. .........._.................._._.........._.............. ... _ .. ...... ......... ......... 155.0 .................... 12" SD 35 0 0.25%......................0 ......................................... .229x . 81.8 ...•--......�. _..........______......... _._....... _......... __._.......... ._._........... ....................... .......................: ................................................. SDMH AlU SDMH A4 2585 STA: 10+11.00, 7.50' L STA: 13+73.02, 11.00' ..................................RIM: 2592.96 ............................................... .......................... ................................................SDMH A3 ..... ..............RIM: 2592.48 ..12" IN: 2589.66 (W) ................... SDMH A2 R .... ... STA: 12+87.20, 11.00' R ..... ..............12" IN: 2589.33 (N) " 12 IN: 2589.66 (E) STA: 11 +39.13, 22.408 RIM: 2593.03 " 12 IN: 2589.33 (S) 12" OUT: 2589.66 (S) .............................................. RIM: 2593.93 .... IN: 2588.00 (N) ................................................12" IN: 2587.62 (E) .......... 12" OUT: 2589.33 (W) .............. ................... ............. ................................................... . ....12" 12" ......... IN: 2588.00 S ......................... . . .....................12" IN: 2587.62 (W) .......... ........................ . 2580 12 OUT: 2588.00 (E) .......................... 12" OUT: 2587.62 (S) .......................... ......................... 2580 ................................................. .................................................... .......................................I............ .........................I......................... ..........................c............::.........................................!�? .................................................... .......................... .d�.........................0I .................................................... ....................... ..'?...................... O .......................... �.......................I ......................... In ....................... ........................1 N C)0 N `- O d- 02 O C� d' 0) O 07 d' 0) O O 1* O) O tn M N O r� 0) N O N O) ......................0 N to....................''L0,10, N N .....................0..1n......................tn N N N N in......................in N N t......................x..10...................... N N N 0 N to.............. ........ N in N in ...................... N 2575 2575 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 7.51' 20.00' 3.80' 21°31'08" S11'323599W 7.47' C2 113.15' 45.00' 138.80' 144'04'24" S49'44'03"E 85.61' C3 11.36' 20.00' 5.84' 32'33'16" N7,V30'23"E 11.21' 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 06 E: 2,44/9 ,6 .771 55 ,` nr'7,' 589.57'� ": N) 3 CfS cfs ►3. ,,,Block 2 D% i 2592 I \ I 2 �\ 1 APPROVED FOR tO 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, of 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 of 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 KEY MAP V5 ROADWAY NOTES CD SAWCUT PAVEMENT (2' INSIDE EXISTING EDGE) PER ACHD ROADWAY NOTE 5 ON SHEET C-002 ALSO PER ACHD SUPPLEMENT TO ISPWC SD -303. MATCH EXISTING 3 ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 ® 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. 2.0% MAX. CROSS SLOPE. ® MATCH EXISTING SIDEWALK. CONTRACTOR TO VERIFY LOCATION AND ELEVATION O MATCH EXISTING CURB AND GUTTER. CONTRACTOR TO VERIFY LOCATION AND ELEVATION DRAINAGE NOTES D1 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC SD -604A 02 48"0 CATCH MANHOLE PER ISPWC SD -611 D3 1,000 GALLON SAND AND GREASE TRAP NO. Al PER ACHD 1 BMP -01. 20" BAFFLE SEPARATION. INLET BAFFLE EL. 86.989 c -5o1 OUTLET BAFFLE EL. 87.48 04 110'xl5'x4' DEEP SEEPAGE BED No. 1 PER ACHD BMP -04, 4 VOLUME 2,640 CF WITH 0.40 ROCK VOID RATIO. TOP OF BED EL. 47.70, BOTTOM OF ROCK EL. 41.70, BOTTOM OF SAND C-501 EL. 38.70 05 OBSERVATION WELL PER ISPWC SD -627 2 C-501 Ds CONTRACTOR TO MAINTAIN 6" MINIMUM CLEARANCE BETWEEN 12" STORM DRAIN AND 8" SEWER Knoww haft bek w. Call Wore you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 1(jilso 11 7- - - 700*0� J -U -B ENGINEERS, INC. U ° z > Q ch M M O_C� I`VE W O O A M U W N �j M M� z c� a) 00 o `1 V "S ® . N zmC/)- Uj C/5 •.0 CIO Cl)LL m O •O If) Im U) U) oWz� LouW � 0 L32: o� °D UWOO c Z Ji~-N� 0ZZ°W zOcOVW �10 LU W z aUz3oUQXz zo �a"j LLQYS'Wm OU)a �o°WoL- 0 W=20zQo zWO� Q~mu-- ~?��o 2Qoa� (3Q�oQ � z 0 ZW J W �Woo� F-M(L z O U) U fi ' W W ' - W C) _z O V- Q IrI U) Q C) W- zz z QQ J Q z LLQ Q> �. Q � Q W�-- jr W �W WO 0U) U) I- s z J O U_ � cn FILE: 10-16-064C-301 JUB PROD. # :10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW � ONE iNcH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 11 /14/2016 SHEET NUMBER: C-301 0 N O M U SHARED ACCESS LOTS 6-8 SEE SHEET C-304 S. MALACHITE AVENUE PUBLIC ROADWAY 2585 0 30 60 SCALE IN FEET R 3.5' 5.0' SW 2% MAX 2605 2600 2590 2585 2580 CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C 1 2580 25.00' ..................................... d -n ......................�; I..... ......................... tn......................0) C2 ................... 0i 00......................c0..00........................ ...... . ....................... O 89'47'37" N4,V2O'32"W 35.29' - W HQ W 2 Q 0..................... LO..In........................ M M F'- U) 0 ............... to..0......................in N N N in......................� N N N N N O� 2575 w W -CCV�j t�C")U C"?N-6 o 2575 14+00 14+50 15+00 15+50 16+00 16+50 r � U �w °' o m � co cr NOTES TO CO NTRACTO R i~n m a 1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL w ELEVATION. -j 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE ACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. a in THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, co N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS T r .. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES .AND NOTIFY ENGINEER OF ANY DISCREPANCY. a 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY o U PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING o FROM THE ENGINEER. a. o 5' CONCRETE SIDEWALK PER ISPWC SD -709 TYP. 50.00' 25.00' 16.50' 25.00' 16.50' 0k- 5.0' SW 2% MAX 6" - 2.5" ASPHALT 4" OF 3/4" CRUSHED GRAVEL 10" OF 6" MINUS PIT RUN PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED JUNE 24, 2016 TYPICAL 50' STREET SECTION SCALE: N.T.S. R 3.5' 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 TYP. CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C 1 39.37' 25.00' 25.10' 90' 14'02" S45°4�0' 18"W 35.43' C2 139.18' 125.00' 24.91' 89'47'37" N4,V2O'32"W 35.29' 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. Aa ADA COUNTY HIGHWAY DISTRICT DATE DUN APPROVED FOR 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, of 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 of 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 KEY MAP W Q Vi ROADWAY NOTES C1 SAWCUT PAVEMENT (2' INSIDE EXISTING EDGE) PER ACHD ROADWAY NOTE 5 ON SHEET C-002 ALSO PER ACHD SUPPLEMENT TO ISPWC SD -303. MATCH EXISTING Q2 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 O 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. 2.0% MAX. CROSS SLOPE. TYPE A PEDESTRIAN RAMP PER ISPWC SD -712A WITH DETECTABLE WARNINGS PER ISPWC SD -712 Q 10 LF CURB TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB © 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -701 EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO USE CAUTION WHEN EXCAVATING IN THIS AREA MATCH EXISTING SIDEWALK. CONTRACTOR TO VERIFY LOCATION AND ELEVATION �9 MATCH EXISTING CURB AND GUTTER. CONTRACTOR TO VERIFY LOCATION AND ELEVATION 1 o REMOVE 84 LF OF EXISTING CONCRETE SIDEWALK AND VERTICAL CURB Knoutwl wrs bt'kw. CWS beftree you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CjAJwB7---70000F � J -U -B ENGINEERS, INC. NAL to, OF � SCOTT W4 Uwz= F= -X ow CW OW av=ti- W—M- 0 ci 0zzZ�w z (90 _U V W 5w5"owz W U.aIx =Wm 0 co a. W W U- 2 =o�WOo W=WZZz �MZao U�WXF- aZ=O�—�, Sao<E 00 lx0z oW0- cnWp0— _It F -=a.: `-J MAI IW J 0O ( ,s �+ m= 'IQ Oz rLW U) z w+ It za / qql- = W� L1J - W HQ W 2 Q VJ O M M F'- U) 0 CC 0 a, � M a � W O O� w W -CCV�j t�C")U C"?N-6 o Z V N00 00M=3 J � N N Vi z m U) _cX W 0 Cz = LL m LO m CV NAL to, OF � SCOTT W4 Uwz= F= -X ow CW OW av=ti- W—M- 0 ci 0zzZ�w z (90 _U V W 5w5"owz W U.aIx =Wm 0 co a. W W U- 2 =o�WOo W=WZZz �MZao U�WXF- aZ=O�—�, Sao<E 00 lx0z oW0- cnWp0— _It F -=a.: `-J MAI IW J 0O m= 'IQ Oz rLW U) 0 > w— za z = W� L1J - W HQ W 2 VJ 0 F'- U) Z O FILE: 10-16-064C-302 JUB PROJ. #: 10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 11A4/2016 SHEET NUMBER: C-302 6 J % O Z_ Y 5 00 W Q w d i i °' co Ej (n 1 z I IIS Fri �� I � IJK 1 I PV { s Tr SHARED ACCESS LOTS 6-8 SEE SHEET C-304 5 TAPESTRY Block • SUBDIVISION Block 1 / 3 : �� \ .................. — — — _ g � I . 1 _ J ZY / r ANGLE PT. I W 2 ; / �_.. 13+34.93 ; I + l ,.. 5 I� �' O...................... _ _...._ O _... .. ....... �. i o� co 1 � . p. 9 hoc• 5� C � �� �j1, \ .. — ---�pc �.�: �• �y> �Oc s p p 5 .9 a:., i �T< 5 tY,Si�.' °4w,,. •.:xs•i,, : ,wia� '. m 3i, T,., n �. �>; aro�F�oy.s: � �• :J: 4 ..c. .,4a• , >..'s,ta.,,,..�...a t z.. ..:££i, � , �c>�wa,.a ..�^a'x;So: �.... ate'. , ,.anc�<i nzas•r ^�, . 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LINDER ROAD PUBLIC ROADWAY 13+00 13+90 ■ 0 30 60 SCALE IN FEET Rt. -I# � 2595 2590 2585 2585 9+50 10+00 10+50 11+00 11+50 12+00 1 Z+SU 13+UU 1.5+OU 4 t J co o Qi T NOTES TO CONTRACTOR nm 1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. w 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE ° TO INSIDE FACE OF STRUCTURES. a 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. a. � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO C° COMMENCEMENT OF C N ONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY 6 RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, to N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. CO 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS LO 7 PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY TENGINEER OF ANY DISCREPANCY. T- 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING o FROM THE ENGINEER. FL 0 14.00' 5' CONCRETE SIDEWALK PER ISPWC SD -709 TYP. R/W 36.00' 25.00' 5.0 22.00' 20.00' SW 3.00' 17.00' SHOULDER BORROW ? 5.7'f 2' 2% DITCH MAX 1%f 2% SAWCUT EXISTING PAVEMENT 3' 2.5” ASPHALT 3.25' 4” OF 3/4” CRUSHED GRAVEL 10" OF 6" MINUS PIT RUN 4" OF 3/4" CRUSHED GRAVEL PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED JUNE 24, 2016 TYPICAL LINDER ROAD SECTION 1 SCALE: N.T.S. 13+90 KEY MAP ROADWAY NOTES Q SAWCUT PAVEMENT (2' INSIDE EXISTING EDGE) PER ACHD ROADWAY NOTE 5 ON SHEET C-002 ALSO PER ACRD SUPPLEMENT TO ISPWC SD -303. MATCH EXISTING ® 342 LF 5' CONCRETE SIDEWALK PER ACRD SUPPLEMENT TO ISPWC SD -709. 2.0% MAX. CROSS SLOPE ® MATCH EXISTING SIDEWALK Q MATCH EXISTING PAVEMENT ® EXISTING RAMP Q EXISTING SIDEWALK EXISTING POWER POLE AND TELEPHONE PEDESTAL TO REMAIN. PROTECT IN PLACE ® EXISTING SCHOOL CROSSING TRAFFIC LIGHT TO REMAIN. PROTECT IN PLACE �9 EXISTING SCHOOL CROSSING SIGN TO REMAIN. PROTECT IN PLACE 10 BORROW DITCH PER ACHD SUPPLEMENT TO ISPWC SD -802 Knowwlh ft bE'kw. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES ■ J -U -B ENGINEERS, INC. • V • Z > Q 0.) o Q C/) -0 o M co ® O co E W o rCD r-- co 0 w W NM MND ® Z v a) 00 00 V' z _ ® co —.7%J rR �® NN > Z m s C X W • o 0 LL� V/ 0 LO m � N R, aWz_� I— X oW COW 0°. U mF- M . UW°O = 0zzZw ZOtnUW 3wV5oW3 �aawaa0 U.. Q_ W C�a m � 0o°Wow =WZzz ¢O �DWW� O Waoa� UQ Oz DZ W J r W CL cA W ° O — ft =ads 01 MAI APPROVED FOR CONSTRUCTION < These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. Plans Are Accepted For Public This review does not relieve the owner, engineer, of contractor of the responsibility to design and/or construct those facilities in Street Construction compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, By stamping and signing the improvement plans, the Registered specifications, orders of approvals, all of which the City retains Engineer ensures the District that the plans conform to all District the right to enforce. Inconsistencies not noted by City staff shall policies and standards. Variances or waivers must be specifically not be construed as approved unless specifically addressed in and previously approved by the District in writing. Acceptance of the writing by the City. Any proposed revision to these plans must be improvement plans by the District does not relieve the Registered submitted for review and compliance with the Meridian City Engineer of these responsibilities. Standards and Specifications before said revision is constructed. BY DATE i ADA COUNTY HIGHWAY DISTRICT Name Date KEY MAP ROADWAY NOTES Q SAWCUT PAVEMENT (2' INSIDE EXISTING EDGE) PER ACHD ROADWAY NOTE 5 ON SHEET C-002 ALSO PER ACRD SUPPLEMENT TO ISPWC SD -303. MATCH EXISTING ® 342 LF 5' CONCRETE SIDEWALK PER ACRD SUPPLEMENT TO ISPWC SD -709. 2.0% MAX. CROSS SLOPE ® MATCH EXISTING SIDEWALK Q MATCH EXISTING PAVEMENT ® EXISTING RAMP Q EXISTING SIDEWALK EXISTING POWER POLE AND TELEPHONE PEDESTAL TO REMAIN. PROTECT IN PLACE ® EXISTING SCHOOL CROSSING TRAFFIC LIGHT TO REMAIN. PROTECT IN PLACE �9 EXISTING SCHOOL CROSSING SIGN TO REMAIN. PROTECT IN PLACE 10 BORROW DITCH PER ACHD SUPPLEMENT TO ISPWC SD -802 Knowwlh ft bE'kw. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES ■ J -U -B ENGINEERS, INC. • V • Z > Q 0.) o Q C/) -0 o M co ® O co E W o rCD r-- co 0 w W NM MND ® Z v a) 00 00 V' z _ ® co —.7%J rR �® NN > Z m s C X W • o 0 LL� V/ 0 LO m � N R, aWz_� I— X oW COW 0°. U mF- M . UW°O = 0zzZw ZOtnUW 3wV5oW3 �aawaa0 U.. Q_ W C�a m � 0o°Wow =WZzz ¢O �DWW� O Waoa� UQ Oz DZ W J r W CL cA W ° O — ft =ads 01 MAI FILE: 10-16-064_C-303 JUB PROJ. # :10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 11/15/2016 SHEET NUMBER: C-303 •LL i• < • CC C t 0 0 • Cr • i zw cr w 17 w c6 i M 17 0 I, FILE: 10-16-064_C-303 JUB PROJ. # :10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 11/15/2016 SHEET NUMBER: C-303 6 W W 11 0 T SHARED ACCESS FOR LOTS 5-11 SCALE:111=10' CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 18.51' 35.00' 9.48' 30'18'30" N15'43'03"E 18.30' C2 20.54' 50.00' 10.42' 23'32'21 " S4748'03"E 20.40' C3 8.04' 15.00 4.12' 30'41'31 " N 15'54'34"E 7.94' C4 27.90' 66.50' 14.16' 24'02'31 " S42 -59'39"E 27.70' � r cin W N 0 CD NOTES TO CONTRACTOR � m 1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL W ELEVATION. °' 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE a wTO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. a m THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, to N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. °' 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS r PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY T ENGINEER OF ANY DISCREPANCY. a 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING o FROM THE ENGINEER. � o 2 SWALE NO. 2 DETAIL SCALE.1 -10 T- R EXTEND ROCK BASE 6" BEHIND BACK OF CURB, TYP. 10" OF 6" MINUS PIT RUN 4" OF 3/4" CRUSHED GRAVEL TYP. PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED JUNE 24, 2016 SHARED ACCESS 1 CROSS SECTION SCALE: N.T.S. `- 2.5" ASPHALT 4" OF 3/4" CRUSHED GRAVEL 10" OF 6" MINUS PIT RUN PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED JUNE 24, 2016 SHARED ACCESS 2 CROSS SECTION SCALE: N.T.S. `1 TOP: 2590.0 0 /2" WASHED //DR/AIN ROCK 11111 Milk 1: SCALE: N.T.S. APPROVED FOR 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, of 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 of 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 12" PERFORATED PIPE WRAP TOP AND SIDES OF ROCK WITH NON WOVEN GEOTEXTILE FABRIC -ASTM C33 FILTER SAND Knowwws bebw. CW1 before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES imum 7-..700001ppr J -U -B ENGINEERS, INC. V � � Z > d. .. Q O o U O M M It Oro ��E O 0 W .0 CV M M N -6 Z U N OO po cl .F::! Opp N �[� NCV z co C/) (1) W • a Cz U m •— e O O Lr) C0 W O W Z � H� X �W W w ow�t�- >m? W Uw0 _ Z J � � C9ZZZ�W z00cnVW E W 55 E W Z �C'LLz ozo JaLU z U.<R .C? 0'V) a- aiW0Lt=--' �-woo W=WZZz i-2ZQo 0DLUWe� z ON 0 LU Qoa.= (3 � z 00ZwLUW �0 o00 �=a�� z O ROADWAY NOTES - > z a 00 3" ROLLL CURB AND GUTTER PER ACRD SUPPLEMENT TO o (( I ! I ISPWC SD -702 I Q O 5' CONCRETE SIDEWALK PER AC SUPPLEMENT TO ISPWC (I II I ! I PD SD 709. 2.0% MAX CROSS SLOPE. I I I I ® 5' WIDE ASPHALT SIDEWALK. 2.0% MAX. CROSS SLOPE. vz U) I I I I I ® EXISTING 5' CONCRETE ASPHALT SIDEWALK I 0 DRAINAGE NOTES 15 Q W W TYP III CATCH BASIN PER ISPWC SD -603 E Q II I II I I a a a C D2 32 x 16x4 DEEP SEEPAGE BED No. C1 PER ACHD I I I BMP -20, VOLUME 819 CF WITH 0.40 ROCK VOID RATIO. G304 I I I D3 OBSERVATION WELL PER ISPWC SD -627 c -soy II I I I a p4 SWALE NO. 2: 4:1 SIDE SLOPES, TOP OF BANK EL. 93.40, I HWEL EL. 92.90, BOTTOM OF SWALE EL. 91.90. VOLUME _ II 605 CF II o :D R R 30.00' r6.00' 9.00' � 9.00' 6.00' so 1.00' 1' WIDE, 6" THICK CONCRETE RIBBON CURB TYP. `- 2.5" ASPHALT 4" OF 3/4" CRUSHED GRAVEL 10" OF 6" MINUS PIT RUN PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED JUNE 24, 2016 SHARED ACCESS 2 CROSS SECTION SCALE: N.T.S. `1 TOP: 2590.0 0 /2" WASHED //DR/AIN ROCK 11111 Milk 1: SCALE: N.T.S. APPROVED FOR 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, of 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 of 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 12" PERFORATED PIPE WRAP TOP AND SIDES OF ROCK WITH NON WOVEN GEOTEXTILE FABRIC -ASTM C33 FILTER SAND Knowwws bebw. CW1 before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES imum 7-..700001ppr J -U -B ENGINEERS, INC. V � � Z > d. .. Q O o U O M M It Oro ��E O 0 W .0 CV M M N -6 Z U N OO po cl .F::! Opp N �[� NCV z co C/) (1) W • a Cz U m •— e O O Lr) C0 W O W Z � H� X �W W w ow�t�- >m? W Uw0 _ Z J � � C9ZZZ�W z00cnVW E W 55 E W Z �C'LLz ozo JaLU z U.<R .C? 0'V) a- aiW0Lt=--' �-woo W=WZZz i-2ZQo 0DLUWe� z ON 0 LU Qoa.= (3 � z 00ZwLUW �0 o00 �=a�� z O - > z a 00 CL m = W Q � W - vz U) Q — W U CL 0 U W Q W W W Q M z U) FILE: 10-16-064_C-304 JUB PROJ. #: 10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 11/14/2016 SHEET NUMBER: C-304 MATCHLINE — 12+00.00 SEE THIS SHEET RIGHT i l STA: 10+44 STA: 10+81 S2 LEN: 38' ' (� S2. LEN: 37 153.3 LF 8" W INV: 588.2 INV: 588.9 ii 14 13 NNW �drw 1v 2605 2600 2595 2590 2585 2580 STA: 11+17 - S2' LEN: 37' \-9.7 LF 8" W INV: 588.5 Block 2 12 11 153.3 LF 8" W SEWER LINE A S. FLINTSTONE AVENUE W I 5 I 4 0 30 60 SCALE IN FEET Block 1 11 STA: 12+95 LEN: 40' S INV: 587.3 _3+00 ._._ SS..........., ........,...�____. ._.,. �„3-I�IYIWYWWWIWYY _; )>.ba �<..Y tniiYY YlYL1YYi- .,�51„ .. §urk%p� L.?� O �o 297.4 LF 8" W Block 2 3 UL STA: 13+47 LEN: 40' INV: 586.9 SEWER LINE A W. GANDER STREET 2605 2600 2595 2590 2585 2580 2575 2575 9+50 10+00 10+50 11+00 11+50 1 Z+VV 11+5V 13+VV 1 O+OV 0 z .Cz J (n O 0)NOTES TO C O NTRACTO R , m 1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL W ELEVATION. U � w 2. SEWER LENGTHS ARE HORIZONTALLY {21)) MEASURED FROM INSIDE FACE a o TO INSIDE FACE OF STRUCTURES. 2 a 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. a THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO N CM " COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY 6 RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, to N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. �? a 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING o FROM THE ENGINEER. a o O ;Y 3o N _j O r- U W ' 12 • � F3,°5 v=i r� _ T.T1 W i U W V7 1 w LU aWzQ Block 1 �a STA: 11 +81g aQ Block 2 z W p f, 13SD LEN: 40 U a� z CL J 5 Q Q or_ oc _! INV: 588.5 ; x., W E WW U) Cd Q Z I 153.3 LF 8 W Q mU3�>o W8 STA: 12+43 a I 0 ,U y UCRj O LEN: 40 �....._...... INV: 587.8 ...te.... s' _ Q Nr M 01 , a : 1 s w'R t: L .............. . ........ ... .. Ej ..,.i <. ^... ...;....�\�..x., ., . . ,� » k ». :' . g0 r. ,~`•.L3:>o.�.%eh:�,. ...< c GzO (L o<a �m v) N ws I ......... ..... .................. / r i .... .........._ .... .............. z m ._ / �£ W .�� �� w - SSMH 4 . SSMH 3 S'l ® I CL Z =WZz * it�i`z U SSMH 5 w 1 Z _ W r .. M 16 :x » n "� �.�.. �..5 Ss— _ ........... ____..................----------------- ......... ; JL U W ............. ......._................. qq ` ` --.—.-....... _............ ..................... ....., fi .. ............._ ........... j .. ;�c'^, , ': .., . ... ... ... .. ... ... ,r§' r,a.,.,x....., ,..,..w..... ,..,. , ... .t/ ...... .. , ..,x. ^ , w .. .:.. ... ...... . ,x.a s r.n':..s h'rnYt" i+3� •.0 n i ic3.Y Si =rn� >,3. :G. ., ,,r<. :;, ,,., '.: �, ^ k ,u,.,� '.<i.F,, ...>. .,aN.�»r,. ., ..�..e.... .. .. ...o .. 3 .,v,,. � ., , ,. v . i ,.,, .,.)fir ,.. y.,... >. 3;m > e .. 3 :.w ...x.,3 a,,.:,.%1: ,,.,.x,. :.kap-,c 3., ....t>:x, es<'-<S��3as a^? s N W .i. �^�^, c .N ` ,.'f`>> Dtl �v r^ 5< \3, m {/ jj Y4:Qa 0'' 3 a c 5�`i" � �O z< i l STA: 10+44 STA: 10+81 S2 LEN: 38' ' (� S2. LEN: 37 153.3 LF 8" W INV: 588.2 INV: 588.9 ii 14 13 NNW �drw 1v 2605 2600 2595 2590 2585 2580 STA: 11+17 - S2' LEN: 37' \-9.7 LF 8" W INV: 588.5 Block 2 12 11 153.3 LF 8" W SEWER LINE A S. FLINTSTONE AVENUE W I 5 I 4 0 30 60 SCALE IN FEET Block 1 11 STA: 12+95 LEN: 40' S INV: 587.3 _3+00 ._._ SS..........., ........,...�____. ._.,. �„3-I�IYIWYWWWIWYY _; )>.ba �<..Y tniiYY YlYL1YYi- .,�51„ .. §urk%p� L.?� O �o 297.4 LF 8" W Block 2 3 UL STA: 13+47 LEN: 40' INV: 586.9 SEWER LINE A W. GANDER STREET 2605 2600 2595 2590 2585 2580 2575 2575 9+50 10+00 10+50 11+00 11+50 1 Z+VV 11+5V 13+VV 1 O+OV 0 z .Cz J (n O 0)NOTES TO C O NTRACTO R , m 1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL W ELEVATION. U � w 2. SEWER LENGTHS ARE HORIZONTALLY {21)) MEASURED FROM INSIDE FACE a o TO INSIDE FACE OF STRUCTURES. 2 a 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. a THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO N CM " COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY 6 RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, to N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. �? a 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING o FROM THE ENGINEER. a o C�f6 APPROVED FOR 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, of 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 of 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 KEY MAP SEWER KEYED NOTES s1 48"0 SEWER MANHOLE PER ISPWC SD -501 s2 SEWER SERVICE CONNECTION MARK PER COM SD—SW3 WATER KEYED NOTES w1 CONTRACTOR TO FIELD VERIFY LOCATION AND SIZE AND CONNECT TO EXISTING 8" WATER LINE w2 8"x8" TEE WITH THRUST BLOCKING PER ISPWC SD -403. w3 8" GATE VALVE WITH WITH THRUST BLOCKING PER COM SD -W11 w4 FIRE HYDRANT ASSEMBLY PER COM SD—W7 wb 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 ws 22.50' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 Q 3/4" SINGLE SERVICE CONNECTION PER COM SD—W1 w8 3/4" DOUBLE SERVICE CONNECTION PER COM SD—W3 w9 POTABLE/NON—POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C-002 w10 POTABLE/NON—POTABLE MAIN CROSSING SEE WATER NOTE 3 ON SHEET C-002 Know vu ors bebw. Call bekwe you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rigs 7---7000� J-U-B ENGINEERS, INC. ■ U � Z > It Q C.) C' Cn ® ® � 00 U Uj 0 T ® cfl� E z as o0 00`C:) ! 0 N �Q NN Z Co U N C X co 0 'o LO � N m *y N*'. e., 0 f i s COTt Wo O O N _j O r- U W ' I171 W z SS v=i ®® T.T1 W i U W V7 1 C�f6 APPROVED FOR 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, of 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 of 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 KEY MAP SEWER KEYED NOTES s1 48"0 SEWER MANHOLE PER ISPWC SD -501 s2 SEWER SERVICE CONNECTION MARK PER COM SD—SW3 WATER KEYED NOTES w1 CONTRACTOR TO FIELD VERIFY LOCATION AND SIZE AND CONNECT TO EXISTING 8" WATER LINE w2 8"x8" TEE WITH THRUST BLOCKING PER ISPWC SD -403. w3 8" GATE VALVE WITH WITH THRUST BLOCKING PER COM SD -W11 w4 FIRE HYDRANT ASSEMBLY PER COM SD—W7 wb 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 ws 22.50' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 Q 3/4" SINGLE SERVICE CONNECTION PER COM SD—W1 w8 3/4" DOUBLE SERVICE CONNECTION PER COM SD—W3 w9 POTABLE/NON—POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C-002 w10 POTABLE/NON—POTABLE MAIN CROSSING SEE WATER NOTE 3 ON SHEET C-002 Know vu ors bebw. Call bekwe you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rigs 7---7000� J-U-B ENGINEERS, INC. ■ U � Z > It Q C.) C' Cn ® ® � 00 U Uj 0 T ® cfl� E z as o0 00`C:) ! 0 N �Q NN Z Co U N C X co 0 'o LO � N m *y N*'. e., 0 f i s COTt Wo zW 0 _j U3 LL0 co Cn ®® CL Q m= w LU aWzQ :D Q aQ U) Q z W p �z LU H~ow U a� z CL J Q Q or_ oc _! W W Oui�= LZ Q W E WW U) Cd Q Z I Q mU3�>o 0 Q m UCRj O N J ZzzV3: OLU WZ 10 L3 55 W Z_ �a2z30 aLLgitz Z O c GzO (L o<a �m v) Z W W!p._ LU LU O �pOWOu" I- W O CL Z =WZz U O 0 D W W w QZ=0a,�— �O z< 2W 13 ozW�r U)W0=W Of ir zW 0 _j U3 LL0 ®® CL Q m= z :D Q aQ U) Q z W W— �z U a� z CL J Q Q or_ oc _! W W LZ Q W E WW U) � Q Z � Z 0 Q FILE: 10-16-064_C-401 JUB PROJ. #: 10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 11/15/2016 SHEET NUMBER: C-401 SEWER LINE B SEE SHEET C-403 SEWER LINE A S. MALACHITE AVENUE Aqk 0 30 60 SCALE IN FEET KEY MAP 1(jjjB -1 J -U -B ENGINEERS, INC. C) > Q O U) -0® co M M O � W CSI C\l v Z v a) 00 00 "' 5 (D `=, CD o .� cv Z 00 W O7 (D =U m 0 •o LO NA ks 11 � U i W (1)o � U NOTES TO CONTRACTOR � m a 1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL °0 U--) ELEVATION. J 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE a TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. a. m THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY : C0 CO a, CL 4) Cl) m a 0 FL 00 co 0 N T T T 0 0 SEWER LINE B SHARED ACCESS S. FLINTSTONE AVENUE 0 30 60 SCALE IN FEET 2605 ' 9 �y rF of COTT W W w1 8"x8" TEE WITH WITH THRUST BLOCKING PER ISPWC co W = z a 2605 2600 26001............ W .......................... I ......... I ........................... I ............. .. ............... 2600 2595 �..m........... . .......... .....ss 0 30 60 SCALE IN FEET 2605 ' 9 �y rF of COTT W W w1 8"x8" TEE WITH WITH THRUST BLOCKING PER ISPWC co W = z a 2605 2600 26001............ W .......................... I ......... I ........................... I ............. .. ............... 2600 2595 om� O w3 FIRE HYDRANT ASSEMBLY PER COM SD -W7 U o_ J ~ ~ :D Q . FINISH GRADE . ................... .......... Z5500 0(0 W 3 0 W z W— 0 rk OF SEWER W5 3/4" SINGLE SERVICE CONNECTION PER COM SD -W1 WCn o a N w .........I .. .......................................... ............... 8" WATER 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 W W O : !'z- z ° 2595 �_ =W5z z �2Za0 w7 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER 2595 2590 NOTE 3 ON SHEET C-002 t-: ' 0 W8 ........... ........................ EXISTING GROUND ................ .... 0 z Ua�0Oz ............ ...:................. ® q OF SEWER .................................... . ._................ . ................. ..... ... ............. .......... ................ w10 22.50' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 — — — _ 1�- . .. 108.9 LF 8" 0.60 . . . . . . . . 2590 29.7 LF 8" ® �, —. 2590 2585 SSMH 6 SSMH 5 . . .......... ............ .STA: 1+00.00, 0.0011............... STA: 2+12.87, 0.00 .................. . RIM: 2595.21 RIM: 2594.08 . . .......... ............ .................. 8" OUT: 2590.56 (N) 8 IN: 2589.91 S 2585 8" OUT: 2589.81 (N) 2585 2580 ........... ......................... ....................... I...... SSMH 3 . ....... STA: 2+46.62, 0.00' .. . .......... RIM: 2594.06 ............ ........................................................8" IN: 2589.69 (N) ... .......... ............ .......................... .............................8" IN: 2589.69 (S).. .......... 2580 8 OUT. 2589.59 (E) 2580 0+75 1+00 1+50 2+00 2+50 2+72 JL' NOTES TO CONTRACTOR M 1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL w ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE uTO INSIDE FACE OF STRUCTURES. 0 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. m THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 0 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY v ENGINEER OF ANY DISCREPANCY. a 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. 0 SEWER LINE C SHARED ACCESS 2600 2595 2590 2585 2580 2575 2575 0+75 1+00 1+50 2+00 2+50 3+00 3+28 IUID. �. - - APPROVED FOR IA 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, of 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 of 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 KEY MAP J -U -B ENGINEERS, INC. V • Z Q M o U) -0 � M M 0.d ) � co W o �. c� U W i NC'O M N .Q z C Qi 00 �_ -P-0 p a0 V (1) =3 N N z Imp C W • C/) LL m 0 -0 LO � CV m SEWER KEYED NOTES s1 48"0 SEWER MANHOLE PER ISPWC SD -501 s2 SEWER SERVICE CONNECTION MARK PER COM SD-SW3 O s3 EXISTING POWER POLE TO PROTECT IN PLACE. CONTRACTOR TO USE CAUTION WHEN EXCAVATING IN THIS AREA WATER KEYED NOTES ' 9 �y rF of COTT W W w1 8"x8" TEE WITH WITH THRUST BLOCKING PER ISPWC co W = z a SD -403 W W2 8" GATE VALVE WITH WITH THRUST BLOCKING PER COM ULU) °a v W SD -W11 om� O w3 FIRE HYDRANT ASSEMBLY PER COM SD -W7 U o_ J ~ ~ :D Q W'zzZ�W w4 45' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 Z5500 0(0 W 3 0 W z W— Z z �ao�q�z O W5 3/4" SINGLE SERVICE CONNECTION PER COM SD -W1 WCn o a N w QQ can w aiao°C�� °C ws 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 W W O : !'z- z ° �_ =W5z z �2Za0 w7 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER z m o a NOTE 3 ON SHEET C-002 t-: ' 0 W8 WATER METER CLUSTER LOCATION o aa. 0 z Ua�0Oz ws 2" BLOW -OFF ASSEMBLY PER COM SD -W12 g zW W W �=oo- w10 22.50' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 it = a Knowwlhaft below. Call aecwe you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES M1 FILE: 10-16-064_C-403 JUB PROJ. #: 10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 11/14/2016 SHEET NUMBER: C-403 z W 0 J -U_ Cl) 0 00 0- 0U m= z® :D Q Qz C/) C) zQ W— <m QQ Erz W J �_ 3: T_ W� W WW W 0 W F— a � 0 z cc W 0 Q or" Knowwlhaft below. Call aecwe you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES M1 FILE: 10-16-064_C-403 JUB PROJ. #: 10-16-064 DRAWN BY: EE, GRB DESIGN BY: GRB CHECKED BY: WSW ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 11/14/2016 SHEET NUMBER: C-403