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CC - Utility Plans
VICINITY MA.P SCALE: 1" 500* KNIGHTHILL SUBDIVISION AECT APART OF THE NE 114 NE 1/4, SEC710N 26* T. 4 N** R. I W., B.AL, MON CITY OF MERIDIAN, ADA COUNTY, IDAHO 2014 NOTES: EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS This Document, and the Concepts, Ideas and Design Incorporated herein are on instrument of professional services and are the Property of Mason and Stanfield, Inc., therefore they are not to be used in whole or port for any other project without the express Written Authorization of Mason and Stanfield, Inc. TB M #1 CHISELED '00" AT SOUTH TBC PC AT SW CORNER HWY 20126 AND LINDER ROAD. EL=2574.04' TD'S!' #2 CHISELED "0"' AT NE CORNER OF IRRIGATION BOX ON WEST SIDE OF GER77E PL, EL=2573.94' TBM #3 CHISELED '**L:I"' AT NE CORNER OF IRRIGATION BOX AT NORTHWEST CORNER OF PROPERTY EL -2572.87 Shoot Index Sheet 1 Cover Sheet Sheet 2 General Notes and Details Sheet 3 W Chinden Blvd Deceleration Lone Sheet 4 Interior water Sewer Layout Sheet 5 Interior water Sewer Layout Sheet 6 Interior water Layout LEGEND Sheet 7 P-r-&&&ufe-4ffigaftn, Pavement Grading a"d Exterior Sidewalk Layout j -j f>Tzc-1&\*s 10 111 (a A--% ko SSA S.L. 1E FSW WSW _W- ___._._ W - 60 120 Scale: 1".N�60' Topographic Contour Line of Existing Ground Sewer Manhole Service Line Invert Elevation of Pipe Finish Grade at Face of Sidewalk Benchmark Gate Valve Install Sanitary Sewer Manhole Install New Sewer Main Install New Water Main Install Pressure Irrigation Service Found Aluminum Cap Monument Found 112'" iron p In Found 518* Iron pin Deciduous tree Existing Fire Hydrant Existing Catch basin Sign Existing Light pole Existing Irrigation Control Valve Existing Water Meter Existing Sanitary Sewer Manhole Test Pit Signal Box Existing Electrical Box Existing Water Manhole Mailbox Existing Irrigation Manhole Property boundary line Section line Existing Fence Line Edge of pavement Existing Irrigation Pipe Top of slop e Toe of slope 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 at District policies and standards. Vaniances or waivers must be specificol— ly and previously approved by the District in wniting. Acceptance of the improvement plans by the District does not relieve the Registe* Engineer of these responsibilities. ' BY IV V I DA `E! ADA COUNTY HIGHWAY DISTRICT k I APPROVED FOR CONSTRUCTION MERIDIAN PUBLIC WORKS AP ROVED BY DATE �� '�� EN X0200 514 ofN_`w�o ��'F StA ORIGINAL SIGNED ON 6f50f1 4 BY R. SCOTT STANFIELD, P.E. AND ON FILE AT MASON & STANFIELD, INC. 16 Us 6ff, W60'L'J0 16 Us CN I V- Q) C) c) c) C) ca ca 0 U S C.) 0 I GENERAL CONSTRUCTION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) ANDIOR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIF/ CA TIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE SUPPLEMENTAL 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 CONS TRUC TION **11, BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE- CONS TRUC 77ON 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. ALL INSPECTIONS OF THE WORK OR MATERIALS REQUIRE A MINIMUM TWENTY FOUR (24) HOUR NOTICE TO THE PROJECT INSPECTOR. 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, SEWER AND RECYCLED WATER 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 DEQIQLPE APPROVED CONSTRUCTION PLANS. 9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. PRESSURIZED IRRIGA TION 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 (2-112) FEET AND /N 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 MTH 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 VER77CAL 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 WOROS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE, 5. LABEL. ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. 9. CONTRACTOR TO EXTEND IRRIGATION PIG TAILS ±8.0' BEYOND VALVE BOX ON LOTS 3.4, AND 5. 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 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 MTH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58,01-16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACIIITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ). 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 ANSIINSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). raw 1. ALL CONSTRUCTION WITHIN PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (i,S.PW.C.) AND THE CURRENT EDITION OF THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL SPECIFICATIONS. No EXCEPTIONS To DISTRICT POLICY, STANDARDS & ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT. NO PIT RUN, BALLAST OR SUBBASE AGGREGATE SHALL BE PLACED ON-S/TE UNTIL THE SUBGRADE HAS BEEN APPROVED BY ACHD. 3. NIA 4. NIA 5. N/Al 6. SIDEWALK TERMINUS BARRICADES (TYPE il) TO INCLUDE KICK PLATE FOR CANE DETECTION IN ACCORDANCE WITH MUTCD SECTION 6D.02 7. PEDESTRIAN RAMPS SHALL INCLUDE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD -712. DOMES SHALL BE RIGID INSERTS, WET -SET IN FRESH CONCRETE, AND SHALL BE "YELLOW". CONCRETE STAMPED OR ADHESIVE MAT DOMES ARE NOT AN ACCEPTABLE ALTERNATIVE. 8. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.07a; THERE ARE NO "TOLERANCES" ALLOWED 9. NIA 10 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 FOR THE PROJECT: NONE 11, ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACK FILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TES TS. SUPPLEMENTARY NOTES: 1. CONTRACTOR(S) SHALL RETAIN AND PROTECT ALL EXISTING FEATURES BOTH ABOVE AND BELOW GROUND, UNLESS OTHERWISE NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 2, MASON & STANFIELD, INC. WILL PROVIDE CONSTRUCTION STAKES AS REQUESTED BY OWNER. 3. NIA 4. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR ITS REPRESENTATIVE, WHICH ARE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR THE COST OF RE-ESTABLISHING SAID POINTS. 5. 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. 6. 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 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS FAILURE To EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTACT DIG -LINE AT 1-800-342-1585. 7. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING ANY NOI'S. AND PREPARING A POLLUTION PREVENTION PLAN ((PPP) 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 OWNERIDEVELOPER AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF THE CONSTRUCTION, 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. I. 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 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). 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 AF ALL UNDERGROUND UTILITIES 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 A THIRD PARTY TESTING FIRM. )1 $1 8. ALL SEWER SERVICES SHALL BE ISPWC SD -511 TYPE C 0. 45' Elbow W.J. P VC ___j Length os required to obtain depth roquired Thrust Block Mpical) Pipe or Fwturo which Sewerl Water shall pass under IWATER MAIN LONMNG DETAIL N. T. S. *NOTE: 1. 2'-6"MIN. (4* MAX) IN UNPAVED AREAS WHERE THE LINE IS FREE DRAINING. 2. 3$-6"MIN. (41 MAX) IN PAVED AREAS OR WHERE THE LINE IS NOT FREE DRAINING. 3. RISER LOCATION PER ISPWC SD -903 5' FROM P/L (TYP) TAPPING SADDLE OR TEE REQUIRED MAIN LINE _A Mom SEE ROAD SECT70N DETAIL THIS SHEET 45* Elbow M.J. This Document, and the Concepts, Ideas and Design Incorporated herein ore an instrument of professionol services and ore the Property of Mason and Stanfield, Inc., therefore they are not to be used in whole or part for ony other project without the express Written Authorization of Moson ond Stonfield, Inc. Ld Q %.- Pvc Thrust Block wl Restraints (Typicol) 9i a z 0 z Uj W 0.45' PLANTMIX PAVEMENT CLASS 11 USING PERFORMANCE GRADED ASPHALT BINDER, PG 64-28 0.5' TYPE OB" 3/4" UNTREATED AGGREGATE FOR BASE 1.451 GRANULAR SUB BASE GEOTEXTILE SHALL BE PLACED BETWEEN THE SUBGRADE AND THE SUBBASE. THE GEOTEX11LE SHALL FUNCTION FOR SUBGRADE SEPARATION AND DRAINAGE. THE GEOTEXTILE SHALL BE DURABLE C) AND NON -WOVEN NTH THE STRENGTH OF A SUBGRADE SEPARATION GEOTEX11LE TYPE III PER IM 718.07 AND WTH THE PERMITTIVITY AND AOS OF IM 718.05 -DRAINAGE GEOTEXTILE. I 1 " PIPE CLASS 200 POLY PIP SLOPES TO AIN me- rki VARIES, SEE NOTE 3 >� Q APPROACH PAVEMENT SEC770N, cc) W CHINDEN BLVD. a N. T. S lz APPROVED ""DANGER UNSAFE WA TER" TAG IS REQUIRED. ATTACH TO THREADED PLUG THROUGH RAISED NU T. THREADED PLUG 5AISED NUT PVC PLUG OR CAP MIN. 12" SQUARE CONC BLOCK W/ TRAFFIC RATED CAST IRON VALVE BOX REQUIRED IN TRAFFIC AREAS. 13.6* 9,6) GRA VEL SHOULDER PORROW DITCH DETAIL W CHINDEN BLVD. N.TS N07E.- 1. CONTRACTOR SHALL VERIFY 1-5X PAVEMENT CROSS SLOPE TO NEW EDGE OF PAVEMENT. N077FY ENGINEER OF DISCREPANCIES 2. COMPLY MTH ITD REQUIREMENTS. 3. ALL PAVEMENT MARKINGS REQUIRE TO BE PER I TD PERMI T IRRIGA 77ON SERWCE DETAIL NOT TO SCALE ,0 wil ,APPROVED FOR CONSTRUCTION: MERIDIAN PUBLIC WORKS /Lz/ j�?PROVED BY DATE Plans Are Accepted For Public Street Construction By stomping and signing the improvement plans, the Registered Engineer ensures the Distrid that the plons conform to all DOW policies and stondords. VaHonces or woivers must be specifical- � and previou* approved by the District in wniting. Acceptonce of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. 6KBY - h I I DATEq: ADA COUNTY HIGHWAY DISTRICT )ML STE 05> 9020 h§ 49* tPA il 0 f NO r sy OPWINAL SIGNED ON -&1WIl 4 BY R. SCOTT STANnELD, P.E. AND ON FILE AT MASON & STANnELD, INC. I SNOISIA-38 I j vt "t c\4 (1) 1 (1) 1 1 L'i Ll cn C) CIO LJLJ W CL LAJ CL C.) Ql 6 IIZC *0 c: Im c: !Qz cis R Uj -.."a i cc c: 00 N k dg�l - Ns 31 40 C44 LAJ V..: L_Aj Lz .&j Iwo N LOCATOR WRE 3"' DIA. PVC U-) VALVE BOX C) 1" POLY PIPE z BALL VALVE ul CURB STOP v_: NOTCH VALVE BOX I I lmaTO COVER VALVE MIN. 12" SQUARE CONC BLOCK W/ TRAFFIC RATED CAST IRON VALVE BOX REQUIRED IN TRAFFIC AREAS. 13.6* 9,6) GRA VEL SHOULDER PORROW DITCH DETAIL W CHINDEN BLVD. N.TS N07E.- 1. CONTRACTOR SHALL VERIFY 1-5X PAVEMENT CROSS SLOPE TO NEW EDGE OF PAVEMENT. N077FY ENGINEER OF DISCREPANCIES 2. COMPLY MTH ITD REQUIREMENTS. 3. ALL PAVEMENT MARKINGS REQUIRE TO BE PER I TD PERMI T IRRIGA 77ON SERWCE DETAIL NOT TO SCALE ,0 wil ,APPROVED FOR CONSTRUCTION: MERIDIAN PUBLIC WORKS /Lz/ j�?PROVED BY DATE Plans Are Accepted For Public Street Construction By stomping and signing the improvement plans, the Registered Engineer ensures the Distrid that the plons conform to all DOW policies and stondords. VaHonces or woivers must be specifical- � and previou* approved by the District in wniting. Acceptonce of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. 6KBY - h I I DATEq: ADA COUNTY HIGHWAY DISTRICT )ML STE 05> 9020 h§ 49* tPA il 0 f NO r sy OPWINAL SIGNED ON -&1WIl 4 BY R. SCOTT STANnELD, P.E. AND ON FILE AT MASON & STANnELD, INC. I SNOISIA-38 I j vt "t c\4 (1) 1 (1) 1 1 L'i Ll cn C) CIO LJLJ W CL LAJ CL C.) Ql 6 IIZC *0 c: Im c: !Qz cis R Uj -.."a i cc c: 00 N k dg�l - Ns 31 40 C44 LAJ V..: L_Aj Lz .&j Iwo N C) C) V) C) C) Uj LLJ C) Z LAJ Ct) N 0 r ,J 6j W Uj V) Uj LLJ 500 0 RT.SHOULDER CLOSED AHEAD MUTCD: W21 -58R 400' SHOULDER WORK MUTCD: W21-5 Hwr 20126 WORK ZONE 400"+1- SHOULDER WORK TRAFFIC CONTROL DETAIL NOT TO SCALE PROPOSED APPROACH This Document, and the Concepts, Ideas and Design Incorporated herein are an instrument of professional services and are the Property of Mason and Stanfield, Inc., therefore they are not to be used in whole or port for any other project without the express Written Authorization of Mason and Stanfield, Inc. --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- STA: 6+88.50 TO STA: 7+96.74 INSTALL 4'0 WIDE FOG LINE PER ON ITD STANDARDS ADJACENT so EXISTING FOG LINE TO EXISTING TO EXISTING 4'0 FOG LINE TO RIGHT -IN RIGHT -OUT BEREMOVED PER I TD LANE LINE CREATE AN 8* MDE LANE UNE APPROACH LOCATION APPROVED BY ITD. STANDARDS 6+00 N FOGiJNE TAPER START STATION: 4+83.51 17.74' R 4+83.51 23.60" EXISTING EP: &25 72.55 Sta=6+88.50 2,57,3 4" FOG LINE"31.00* R TAPER 4FOG LINE ANGLE PT. 7+Q0 8+00 9+00 W CHINDEN 9L VD EXISTING FOG LINE TO BE REMAIN C) 0i I.- I - INSTALLTRAFFIC CTUN MA ?Vn .04 =8+ 76 Al SAWCUT dmmmr_� � � � � � � "ana � 4� - - nmn� SA WCU T EXIS T EP L - - - - - - - - - - --------- -- - - - - - - - -- - - - - - - - - - SAW UT EXIST EP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST EP - -0 - O cio - ca 4 EP C14 1 ta=5+50.00 ce 27.63 R ca - d3 Wo wwwft .. ta=6+ 0.00 -as d3 ORMWMN "on" oft ... -Owm"M• OW""Waft P30V.T6- 62* 5R7 2.83' \.Sta=6+50.00 33.680 R ftft� Wmw "w"o BORROW DITCH PVT 2572.90 --""MUM .W.. SEE DETAIL SHEET 2 Sta=6+88.35----1 36.00' R ANGLE PT- DECEL TAPER LENGTH 205.00 0 14:1 PVT: 2572.96 EXISTING SIDEWALK 25.0 d3 EP a d3 d3 d3 jddEP d3 ta=7+69.00 38.00* R Sta=7+50.0 Sta=7+95. mmm� mw� IMMMwe qmu� d3 7 36. 00" R 38.00' R- X w 41C PVT:_ 2573.05 PVT: 2573.12 Sta=1+23.2 61.00 PVT: 2573.521 135.0' TBM #3 Y573 CHISELED *0 AT NE CORNER OF IRRIGATION _X x X X x X X X X BOX AT NORTHWEST. - CORNER OF PROPERTY EL=2572.87 40.72" Material Acceptance Plan: Materials for construction of the lanes fall within the definition of Small Quantities, as defined in ITD's Quality Assurance Manual (2013), Section 270.04, except for the geotextile material. All aggregates shall be from on ITD approved source(s). The asphaltic concrete mix design shall be approved by ITD, prior to use on the project. Visual inspection of the materials during installation, placement and compaction will be performed to confirm compliance with ITD's Standard Specifications for Highway Construction (2012). The following are specific testing to be performed and or material certifications for roadway section materials: 1. Geotextile - A materials certification will be required from the supplier, meeting the requirements of Section 718.02 of ITD's Standard Specifications for Highway Construction. Samples shall be obtained during construction per Section 718.03, and submitted to ITD's Central Materials Laboratory for testing. 2. Subbase Material - Materials shall be supplied from only ITD approved sources. Material supplier shall provide test data and certification that subbase material meets the requirements of Section 703.11 of ITD's Standard Specifications for Highway Construction. During placement, lift thickness and compaction effort will be documented, per Class A Compaction requirements Table 205.03-1 ITD's Standard Specifications for Highway Construction (2012) . 3. Base Material - Materials shall be supplied from only ITD approved sources. Material supplier shall provide test data and certification that base material meets the requirements of Section 703.04, and Table 703.04-1, Nominal Maximum Size 314 in B, of ITD's Standard Specifications for Highway Construction. Onsite materials will be sampled for gradation and sand equivalent testing. In-place density testing will be performed on the compacted roadways. During construction a sample will be obtained and tested to confirm gradation, fracture count, and sand equivalency complies with Section 703.04. During placement, lift thickness and compaction effort will be documented, per Class A Compaction requirements Table 205.03-1 ITD's Standard Specifications for Highway Construction (2012). 4. Asphaltic Concrete - During placement, three loose mix samples will be obtained for Rice (Gmm). A total of 5 core samples will be obtained for determination of in-place densities. Materials shall be supplied from only ITD approved sources. Material supplier shall provide test data and certification that aggregate for Superpove HMA Pavement meets the requirements of Section 703.05 of ITD's Standard Specifications for Highway Construction. Superpove mix design shall be approved by ITD, prior to use on the project. Hot -mixed asphalt after placement must have average density of at least 92.0% and no greater than 96.07o, or the material shall be removed and replaced at no cost to the State of Idaho. Acceptance standards for inspections and testing, as outlined in ITD's Quality Assurance Manual (2013), will be implemented for the project. All testing will be performed by WAQTC technicians. Materials Testing and Inspection personnel will be performing the indicated materials acceptance as outlined in this plan, and are representing Renny Wylie, project developer. Test reports shall be forwarded to ITD District 3 Materials Engineer within 48 hours of completion. A Materials Certification Letter will be provided for the above referenced materials that are to be incorporated into the work. Sta=8+23.24 69.98* R PVT: 2573.62 I %# LID. COORDINATE WITH ITD 24* STOP BAR 19.00" R FOR SPECInCA TIONS r EXIT' _ _ _ _ _ _ _ E #0 �3- - - - - - - - - - - - - - - - - - - 000e I st4a=8+76.83 %J S 20.46 ` R PVT: 12573.54 ONLY MA TCH EXISTING SEE DETAIL THIS SHEET *00 to=8+59.00 32.00' R INSTALL STOP SIGN RESET WITNESS ta=8+51.75 CORNER BY A 45.461 R LICENSED SURVEYOR CI- PVT"' 572-95 to.=8451.74 70.00' R 2573.22 Sta=8+28*2 Sta=8+36.291- 2 21-07" R 21.07' R PVT: 25 73.48 PVT: 2573.56 Sta=8+44.30 � 21.0 7* R ct PVT: 2573.48 R04,5# RCS. 5' ta=8+45. 11 Sta.=8+27. 22.66' R 22.92' R _PVT: 2573.47 PVT: 25 73.4 7 o �= w Stc=8+38.56 32.04' R PVT: 2573.36 ISLAND DETAIL SCALE: 10 - _ 10$ Sta=8+40.24 31.73' R PVT. 2573.36 NOTES: FILL ISLAND MTH 3000 p.s.i. CONCRETE. GRADE SURFACE TO DRAIN 0 10 20 40 Scale: 1" 20' Plans Are Accepted For Public Street Construction By stomping 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 specifical- ly 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 ORIGINAL SIGNED ON-6/tO/WBY R. SCOTT STANFIELD, P.E. AND ON FILE AT MASON & STANFIELD, INC. I SNOIS038 I CN U Q M CZ 5.: cc Ol 00 UJ CL Ld cc Z C -L L Z CL O . O 2 � CN ct o � O o �= w m Cl) ca N o � W C ZZ_ 2 Z O ct O W 50; w N o � W C ZZ_ a-ftj ca OQ 0�= � � Z cT3 Z oY tt' O E-. W LU Ui I I --- EP Ep► ......_...._._ �► �.....�. EP V EP 241 L.F. 8*0 WATER (FI MNG to nmNG) 14.0' WDE ALL WEATHER GRA VEL ROAD ---- E WITH 10" OF 3/4" MINUS ROAD MIX ON A STABLE COMPACTED SUBGRADE 8" X 8 X 6" TEE 6" G, VAL VE l4 L.F. 6" WATER 6" F.H. A EMBLY i r--sto=6+81.48 1ZOO L + N: 727890.24 4:.- E: 2445694, 47 '. 8"0 90" ELL " EP ------- E,P---�----- EP -------- EP --- EP' ------ EP -------- EP EP----�-�-- EP -------- EP - EP - EP - EP -•---- EP - EP ------,- EP ---- EP 25 LF 8" /"~ WA TER. SEE SSMH A5 WATER NOTE 3 7+00 �.�. SEE SHEET 06 EP-�---�- EP --- EP (�� �V . ��►y • w �. rr ► t•,.. err i A I' t I • (V' �f 1 � SEE DIOL PLAINS FDR LOT 1 This Document, and the Don cep ts, Ideas and Design In corpora ted herein are on in strum en t o f professional services and are th e Property of Mason and Stanfield, Inc., therefore theY are not to be used in wh ole or p art for any other project without the express Writ ten A u th oriza tion o f Mason and Stan fief d, Inc. 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PVT: 2572-73 Sto=8+23. 98.31' R G.B. ix PVT: 2573-03 Ix ----Coo LOT 4 LOT 3 1.01 Ac. 0.76 Ac. 71.01 70.73 PC ix 7060 71.03 0.40X EP6 EP EP EP 40000NEWAMMUMM"M EP EP EP EP "00WXW*WM0WMN"- EP - EP W W W W W W W WMMWAM W ---w CN4 ONO NWMA� MM 4mm 6 1 __ :-7 0. -40X S SS 7 """'"_." EP EP EP- EP EP EP EP- EP EP EP 0.40X 70.60 71.13 PC 70.73 1h PC V) 3 71.43 ix MA TCH EX. W_ Wo EVE MST L4NE (PRIVATE) S 71.28 U A'rf%LJ CY LOT 2 3.04 Ac. LOCFiSA FALLS SUBDIVISION NO.� � BOOKs1 PAGE. 1 o77+ ZONE R-4 I REMOVE EXISTING PA VEMEN T 4.0' WIDE VALLEY GUTTER PER I.S.P.W.C. SD -708 W 71.89 EP EP EP FOP 73.17 72.92 72.77 z 5.0 EXISTING PRIVATE GRAVITY IRRIGATION PIPE LOT 5 1.21 Ac. 0.40X EP EP EP EP EP S 'all C4 EP AD RAMP ADA RAMPI ------------- PI - Q_ All 2572 N. 727531.5 i # i 727520.99 E. 2448668.14 I i E. 2448700.89 TBVC.* *2572.28 1 TBVC.- *2572-36 N.- ?27526.3 W REMOVE �*15 L.F. E.- 2448668. 00 TBRC: *2572.07 ! i C� to 4 i 1 1 { ROLLED CURB 1 1 INSTALL SIGN: '*END OF PUBLIC STREET" MATCH EXISTING i I I j i j i BEGIN CURB i II TRANSITION 727515.99 E.- 2448700-82 T19RC: +2572-13 MA TCN EXISTING BEGIN CURB TRANS177ON N: 7275 1.5 E. 2448684-59 P FG PVT: *2572.07 72.83 rL 5. Op N: 727585.27-47'_ 4 \ E. 2448950.24 PVT: 12572.66 MATCH EXISTING 71.94 01 PI N. 727549.07 E. 2448953-62 FG PVT: :*2572.54 MA TICH EXISTING I 9K N This Document, and the Concepts, Ideas and Design Incorporated herein are on instrument of professional services and are the Property of Mason and Stanfield, Inc., therefore they are not to be used in whole or port for any other project without the express Written Authorization of Mason and Stanfield, Inc. 2 1/2" AC PAVEMEN' 4" 3/4" MINUS CRUSHED AGGREGATE 14" OF 6" MINUS PITRUN 0 20 40 80 M I E Scale: 1 "- 40' TO NOT LESS THAN 95 OF MAXIMUM DRY DENSITY, ASTM D698 PAVEMENT - SECTION. N.T.S. APPROVED FOR CONSTRUCTION MERIDIAN PUBLIC WORKS APPROVED BY 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 specifical- ly and previously approved by the District in wetting. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. I it BY VQ�4 DATE- L< ADA COUNTY HIGHWAY DISTRICT L %STE ;; b 9020 ��F Of ������° ST ORIGINAL SIGNED ON 47";eM BY R. SCOTT STANFIELDs P.E. AND ON FILE AT MASON & STANFIELD9 INC. =cam CN CN O 11 Ob m z w 00 0 F� W Cz Cn � C� to 4 r) � oY a O m z w 00 0 F� W z= � � � 0 z w oY a ONSTRUCT 5' K PER ISP WC SD -709 z 4LL PED RAMPS 1.&P.W.G. SD -7120 TRUNCATED DOMES NALK PER SD -709 This Document, and the Con cep ts, Ideas and Design Incorporated herein are an Instrument of professional services and are the Property of Mason and Stanfield, Inc., therefore they are not to he used in whole or part for any other project without the express6 Written Authorization of Mason and Stanfield, Inc. w, c� s 0 20 40 80 Scale: 1 "= 40' NOTES: 1. CON TRA C TOR To SET FACE OF SIDEWALK EQUAL To AND UP TO 0.50' ABOVE CROWN OF ADJACENT PUBLIC ROADWAY. 2. ALL PIPE AND FITTINGS SHALL BE CLASS 200 PVC. 3. PRESSURE IRRI GA TION CONSTRUCTION SHALL BE IN ACCORDANCE WITH SETTLERS IRRI GA TION DISTRICT PRESSURE IRRI GA TION SPECI Fl CA TIONS, NOV. 2003. 4. MAINLINE PIPE SHALL BE 2 1/2" C.L. 200, ASTM D2241, LEGEND 2" Bf.ONR—OfP ASSEMBLY 0 PRESSURE A/R RELEASE VALVE bMAIN LINE DRAIN • 2 1/2" ISOLATION VALVE �"------- INSTALL PRESSURE IRRIGA Tl oN SER WCE -- P1-- INSTALL PRESSURE IRRIGATION MAINLINE `RRtGArl0 v�S ��j F�: RYPR�v�D FOR y CO14STR��T1oN . APPROVED FOR CONSTRUCTION MERIDIAN PUBLIC WORKS APPROVED BY DATE Plans Are Accepted For Public Street Construction By stamping and signing the improvement pians, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly 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 5.: c 5.: CO J T+ CZ1 cn or.. Z CL CL 2 � `V` �1STEgF� �.j►� V� Z► 3 UUJJ to,9020Co- Qty �r Q5 (1) ZZ a-ftft Of Ot 00 S?� O U. - ORIGINAL ORIgNAL SIGNED ON 4/7/15 8Y R. SCOTTW�„I � W n` STANFlELD, P.E. AND ON FILE AT MASON do � � j 00 X O STANFlELD, INC. J T+ 4 ti+.J W �✓ '� �. z 2 � `V` �1STEgF� �.j►� V� Z► 3 UUJJ to,9020Co- Qty �r Q5 (1) ZZ a-ftft Of Ot 00 S?� O U. - ORIGINAL ORIgNAL SIGNED ON 4/7/15 8Y R. SCOTTW�„I � W n` STANFlELD, P.E. AND ON FILE AT MASON do � � j 00 X O STANFlELD, INC.