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CC - Construction Drawings Approved DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 0-FleEagle CommSons a t us t ic k and Eagle " ote T HE .'LOZ, W LAND ■ [RI � � -, 0 - - GROUP F� '� . .i e m rovemen sX : j =�li F Constructmion Drawings 0 Engineer's Standard Notes: City of Meridian - Standard Notes: City of Meridian - Standard Notes: Vicinity Map: 1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE GENERAL CONSTRUCTION: PRESSURIZED IRRIGATION CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL BEING CONSTRUCTED. SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OFr- 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY THE ADA COUNTY HIGHWAY DISTRICT (ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND R ,a ,' ,p - THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL A .n W "' EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING - WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE STANDARDS OR SPECIFICATIONS. QUALITY(DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. � ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR DRAINAGE FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ON-SITE DRAINAGE. DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). Ustick Road " Ustick Road' 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITO SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE W ' DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE _ - COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER PROJECT MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE SITE AT ALL TIMES. THE APPROPRIATE PERMIT. "'' ` ` " -`' LOCATION CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (1-800-342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION Balancing Earthwork Notes: CONFERENCE PRIOR TO START OF WORK. R CL 4. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE HIS OWN DETERMINATION OF QUANTITIES REQUIRED TO oe APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE COMPLETE THE WORK. ANY IMBALANCE IN THE ACTUAL EARTHWORK WHICH MAY OCCUR SHALL BE ADJUSTED BY t ' BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. ALL WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. EITHER OF THE FOLLOWING METHODS: "' NOT TO SCALE O TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. � � 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 1.1. WHEN SUFFICIENT MATERIAL IS NOT AVAILABLE FROM THE EXCAVATION AREAS TO CONSTRUCT THE _ 5. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. EMBANKMENTS,THE CONTRACTOR SHALL ARRANGE FOR AND OBTAIN MATERIAL TO COMPLETE THE WORK. AGENCIES OR AS SET FORTH HEREIN,WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF BORROW MATERIAL SHALL BE EQUAL TO OR BETTER THAN THE ON-SITE EMBANKMENT MATERIAL. THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THIS REQUIREMENT AT THE REQUEST OF THE APPROVING 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE Benchmark: y � AGENCY AND/OR THE DESIGN ENGINEER PRIOR TO FUND DISBURSEMENT COVERING SAID WORK. APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS 1.2. WHEN EXCESS MATERIAL EXISTS BEYOND THE REQUIRED TO COMPLETE THE EMBANKMENTS, THE CONTRACTOR SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION SHALL DISPOSE OF THE EXCESS MATERIAL AT A LOCATION SELECTED BY THE CONTRACTOR OUTSIDE OF THE THE VERTICAL RELIEF SHOWN HEREON WAS SURVEYED ON THE GROUND, CONTOURS ARE ONE FOOT INTERVALS,THE W 6. WORK SUBJECT TO AGENCY OR PROJECT ENGINEER'S APPROVAL MUST BE APPROVED PRIOR TO (A) BACKFILLING REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. PROJECT BOUNDARIES. VERTICAL DATUM IS NAVD 1988,THE BENCHMARK USED WAS THE NORTHEAST CORNER OF SECTION 5,T. 3N., R.1 E., TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT BM: ELEAATION = 2627.17, NAVD 88 DATUM. PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING IEEE E RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED. TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT Client / Owner / Developer: Q PAVING. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES Sheet Index: WADSWORTH DEVELOPMENT GROUP, LLC 0 DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE GOVERNING AGENCY,AT NO EXTRA COST TO THE OWNER. PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE SHEET SHEET TITLE BRAD WATSON y CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN NUMBER 166 E. 14000 S. SUITE 210 Z 8. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. DRAPER, UTAH 84020 O PROTECTED. GENERAL 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY PH: 801-748-4088 9. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. C1.00 COVER SHEET&NOTES Q CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY C1.01 GENERAL NOTES E-MAIL: BRAD@WADSDEV.COM CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION C1.02 OVERALL EXISTING CONDITIONS Civil Engineer: 10. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY C1.10 SITE DEMOLITION PLAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), LATEST EDITION, AND THE ACHD SUPPLEMENTAL ENGINEER. C1.20 ROW DEMOLITION PLAN THE LAND GROUP, INC. O Q SPECIFICATIONS. NO EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND ROADWAY: JAMES W. GUTE P.E. PREVIOUSLY APPROVED IN WRITING BY THE GOVERNING AGENCY. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A ESC C* CD RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY 462 E. SHORE DR., SUITE 100 Y 11. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONSTRUCTION. C1.50 OVERALL ESC SITE PLAN EAGLE, ID 83616 W3 U 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY AND UTILITY TRENCHES ABOVE THE C1.51 ESC SITE PLAN NORTH PH: 208.939.4041 y � 12. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS PIPE ZONE. C1.55 ESC DETAILSCZ OTHERWISE NOTED. THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. E-MAIL: JGUTE@THELANDGROUPINC.COM c j - WATER SITE & MATERIALS PLAN Q Cz 13. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC C2.00 OVERALL PLAN Landscape Architect: Q 14. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN C2.20 PARKING AREA PLAN W o INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS GENERAL CONSTRUCTION NOTE N0. 1. THE LAND GROUP, INC. RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES C2.21 USTICK ROAD MATTHEW T. ADAMS P.L.A. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, � 1 BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE C2.22 N CAJUN LANE Revisions 0 CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OFTEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE 462 E. SHORE DR., SUITE 100 REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL DETAILS C250 SITE DETAILS EAGLE, ID 83616 1 RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO . COSTS THE OWNER. RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER PH: 208.939.4041 RULES (IDAPA 58.01.16). C2.51 SITE DETAILS E-MAIL: MATT@THELANDGROUPINC.COM 15. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, C2.60 TYPICAL SECTION EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER TRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND SITE GRADING &DRAINAGE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE C3.00 PLAN 16. CONTRACTOR SHALL HAVE A STAMPED AND APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.), LATEST EDITION, ACHD SUPPLEMENTAL DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). C3.50 DETAILS APPROVED FOR IDAHO CONSTRUCTION SPECIFICATIONS AND CITY OF MERIDIAN STANDARDS AT THE WORK SITE AT ALL TIMES. ROADWAY 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A APPROVED FOR CONSTRUCT 17. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD AS-BUILT STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). C4.11 USTICK SIDEWALK These plans and/or specifications have been QLPE PLAN REVIEW reviewed for compliance with Meridian City INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR C4.12 USTICK SIDEWALK DETAILS Standards and Specifications. This review does not SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER These plans and/or specifications have been relieve the owner, engineer, or contractor of the USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL C4.50 USTICK WIDENING reviewed b a responsibility to design and/or construct those OF RECORD DRAWINGS. COORDINATE WITH THE PUBLIC WORKS INSPECTOR. y Qualified Licensed Professional facilities in compliance with all current applicable C4.60 N CAJUN LANE (PRIVATE) Engineer (QLPE) for compliance with IDAPA federal, state and local laws, rules, regulations, 18. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3)WORKING DAYS PRIOR TO THE START SEWER C4.70 USTICK ROAD SIGNING &STRIPING 58.01.08 and 58.01.16 as allowed under ordinances, development agreements, OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES IDAPA specifications, orders h approvals, all c which ( Idaho Code 39-118. If construction does not the City retains the right to enforce. THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. UTILITY PLANS ZONAL E REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, commence within twelve (12) months of this inconsistencies not noted by City staff shall not �,ra`' ��sT NG be construed as approved unless specifically F, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. C5.00 WATER PLAN pp p addressed in writing b the City. An proposed 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, approval date, plans and/or specifications g y y. y P P revision to these plans must be submitted for STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OFTEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE C5.20 SEWER PLAN AND PROFILE must be resubmitted for review. P DRAINAGE: WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL review and compliance with the Meridian City 68 ( ) ELECTRICAL PLAN Standards and Specifications before said revision s 11/16/202,9 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES DocuSigned by: Is constructed. T WORKS DEPARTMENT ON SITE AT ALL TIMES. FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA E0.00 ELECTRICAL COVER SHEET OF\� 11621 11/19/202 4���'�'ri�i4€�er 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS 58.01.16). E1.00 ELECTRICAL SITE PLAN - PARKING Lic. No. Date Name Date LOT LIGHTING DEPARTMENT. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER Keller Associates, Inc. 208-288-1992 MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND E1.10 ELECTRICAL SITE PLAN -STREET Project No.: 119025 3 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE LIGHTING Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC E2.00 ELECTRICAL DETAILS Construction Project Milestone: Bid Set APPROVAL IS CONTINGENT UPON INSPECTION. DRINKING WATER SYSTEMS E2.10 STREET LIGHTING DETAILS General 4. (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). By stamping and signing the improvement plans,the Registered Engineer ensures the 4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A LANDSCAPE PLAN Dig Line, Inc■ District that the plans conform to all District policies and standards. Variances or Cover Sheet & Notes MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' 5. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINEwaivers must be specifically and previously approved by the District in writing. A STORM WATER TREATMENT FACILITY I.E. SEEPAGE BED DRAINAGE WALE L1.00 OVERALL Acceptance of the improvement plans by the District does not relieve the Registered t E OF SEASONAL HIGH GROUNDWATER ELEVATION. RE DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC CROSSES S 0 C ( S G S, G S S) ////�+ Call Before You Dig. g p IIII/ Engineer of these responsibilities. m=� WORKS DEPARTMENT. L1.50 DETAILS ++++ IRRIGATION PLAN 811 BY: DATE: C1 ■0 0 L2.00 OVERALL ADA COUNTY HIGHWAY DISTRICT L2.50 DETAILS DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 Nl%5 = T H E Grading and Drainage Notes: wiw� WE1. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN THE SUBGRADE IN SUCH A CONDITION THAT IT WILL . LAND BE WELL-DRAINED AT ALL TIMES. DRAINAGE DITCHES SHALL BE CONSTRUCTED AS NECESSARY TO AVOID DAMAGE GROUP TO THE CONSTRUCTION SITE. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND ELEVATION OF ALL TIE IN POINTS PRIOR TO CONSTRUCTION AND SHALL CONTACT THE DESIGN ENGINEER WITH ANY DISCREPANCIES. THIS SHALL BE FOR ALL SURFACE AND SUBSURFACE CONNECTIONS. 3. UNLESS NOTED OTHERWISE, ALL STORM DRAIN PIPE (ABBREVIATED SD ON PLANS) SHALL BE ASTM D 3034 PVC; AASHTO M 252 OR AASHTO M 294 HDPE PER ISPWC SECTION 601. 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE ISPWC SECTION 301. 5. PIPE COUPLINGS SHALL CONFORM TO THE REQUIREMENTS OF ISPWC SECTION 601 PART 2&2.3. ALL DISSIMILAR SIZE PIPE MAINLINE (GREATER THAN 12"DIAMETER)TO MAINLINE CONNECTIONS SHALL BE WITH ECCENTRIC FITTINGS (MATCHING INVERT ELEVATIONS)AND SHALL PROVIDE A WATERTIGHT CONNECTION. ALL STORM DRAIN SERVICE LINE CONNECTIONS SHALL BE TYPE"A" PER ISPWC SD-511 (PREFERRED) OR TYPE"C" (MATCHING CROWN). ALL PIPE SHALL BE PROVIDED WITH 1-FOOT MINIMUM COVER. 6. PROVIDE A FLEXIBLE MANHOLE CONNECTOR (KOR-N-SEAL OR APPROVED SUBSTITUTION) FOR ALL PIPE CONNECTIONS THROUGH CIRCULAR STRUCTURES (MANHOLES AND CATCH BASINS). CORE DRILL ALL RECTANGULAR STRUCTURES AND GROUT PENETRATIONS WATER-TIGHT PER ISPWC SECTION 703. W ACHD Standard Notes: C� ACHD STANDARD CONDITIONS: 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. UJ 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR RIGHT-OF-WAY. Q 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6280. 0. 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. O 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CJ am CONTROL PLAN WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY Cz RECOMMENDED THAT THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. ODER 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN CIO WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE 4) NUMBERS) FOR DETAILS. IEEE E 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. cc 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD O CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. CIO ACHD ROADWAY NOTES: O 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE Q ISPWC AND 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. 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR O BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN Q SECTION 6000 OF ACHD POLICY MANUAL: O ¢O 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF pC THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING Y OPERATIONS. UJ U 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, CA �j o CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 7D CZ 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT C :2 FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. w CZLF- 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL 3: � IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR W o � TIME IS A CRITICAL FACTOR. 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. Rev 1 Revisions Q 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT 1' SECTION OR THE SECTION NOTED ON THE ASPHALT PAVING SECTION DETAIL 1, SHEET C2.20. USE WHICHEVER SECTION IS GREATER. 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION DIVISION. CONTACT INSPECTION SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE APPROVED FOR RIGHT-OF-WAY. INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. IDAHO CONSTRUCTION 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL These plans and/or specifications have been PAVEMENT MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL reviewed for compliance with Meridian City TRANSITION SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable Certification of Compliance with Design Standards: federal, state and local laws, rules, regulations, ordinances, development agreements, 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE specifications, orders or approvals, all of which the City retains the right to enforce. ANAL WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER inconsistencies not noted by City staff shall not ra`'IT LNG ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL be construed as approved unless specifically ��'��G\S _ VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY addressed in writing by the City. Any proposed DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE revision to these plans must be submitted for review and compliance with the Meridian City 68 Standards and Specifications before said revision s 11/16/20N is constructed. T 9reOF01 Name Date W.G��� Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 3 Construction Project Milestone: Bid Set General 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 General Notes waivers must be specifically and previously approved by the District in writing. t E Acceptance of the improvement plans by the District does not relieve the Registered E Engineer of these responsibilities. �za BY: DATE: C1 ■0 ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 / "A T H E Survey (Votes � LAND 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. . THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND GROUP EVIDENCE, UTILITY FACILITY MAPS AND AS-BUILT PLANS.THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. SSMH 10443 RIM = 2622.05 _ RIGHT OF WAY DEED _ IE IN (N) = 2601.90 INSTRUMENT No. W I Legend IE IN E 2601.77 106200711 ( ) r; G G G G G G G G G G G �G G G FOUND BRASS CAP MONUMENT N89°34'39"E G - RIGHT OF WAY DEED IE IN (S) = 2602.05 - 0G G G G G G -G G G 11 E. UStick Road G g2Q' l _ 27.57' W INSTRUMENT No. _W IE OUT(W) = 2601.95 W W W W , _W- o I"I I"I - W W W�'l? W W W W - '"' W W W W W FOUND ITD HIGHWAY MONUMENT 113068849 ,2623- S89 39 20 W 2656.46 --- - S D S -S89°39'23"W 832.83'���y��SS D SS SS SS'-SS - S SS SS s_ SS S SS -S89°39'12"W 495.33'�- - _ _SS SS S O FOUND MAG NAIL 1328.30 N00°15'09"W GUY - _ GUY GUY S01°05'59"W- T - ' SSA OO FOUND 1/2"STEEL PIN MONUMENT UJ T 48.00' ANCHOR N89°39'20"E 374.57 ANCHOR - - 4"5' GUY11 T T S89° 20"W 125.1 m sr S86001147"E 180.57'lp ® FOUND 1"STEEL PIN MONUMENT - - IRR s cn 0 P Orr - s - rr_-'� - - ;jv- N89°39'20' 181.46' _ s ANCHOR _ - I 9 -- ___ ` s _ _ _ _ - _ - - - 3= 1 _ -1 - ` ETfil \ \ HP O�iP FOUND 5/8"STEEL PIN MONUMENT \ \ o „ -'�71 ` , ,S44°47'01"W 53.86' 2 _ Q CURB& GUY 35 W 40.04 \ / / - - ----- 1 s 1- - �fRf� - - _ 3 PIRR 3 PIRR GUY ,262 _ 3"PIRR \ s S GUTTER ANCHOR =_� - FORMERLY 58.01' SET TEMPORARY BENCHMARK o PO E 0 E ( ) _ _ ANCHOR S44°30'12"E 45.83' I I \ R \ \ S89 3` TR FO E P LE EXISTING / SSMH l 0 SANITARY SEWER MANHOLE UJ GHT OF WA ° o - I CURB&GUTTER GIRR( GIRR - Q WIT �� �� o o �'� tF R BOX 4 \ RIM:2626.94 ® ® ® CATCH BASIN _ ------------____ c'c�'� 6, I I ------INsbul------- �-2624 RIGHT OF WAY DEED T SO C.I.P. BOX IE(N)12 PVC:2605.43m EXISTING --- \ T 5044 ------ - -- INSTRUMENT No. IRRIGATION D STORM DRAIN MANHOLE o ISPWC (ACHD SUP) SD-619 IE(E)12 PVC:2605.44 (� I 2� _ _ HEADWA L ___ 106009522 ® MONITORING WELL LU _ _ __ A: 8+58.63, 0.00' i MW o ISPWC(A .. . O9 . --- -- � - - --- --- - -- - - - R!M: 2625.00± CURB&GUTTER sT . o h 36 GI 36"GIR RIM!2622.5 6"GIRR 6"GIRR I SUMP: 2615.32 CC 0 SIGN 02 -- - -- \ - POWER POLE - - - --- - - _ - - - \ - �- i�IN 261632,361NRCP S I cc O ,r> N I a --- - - - -- - -- -- 00 OUT: 2616.32, 36-IN RCP (W) o \a' IN:2616 (E) D \ c+7 ; T:2616.02 36 IN RCP NW) \ \ \ � \ CONCRETE I w ILL, OT TELEPHONE MANHOLE ° EXISTING - - - - - - - \ \\ ^\\ SPILLWAY z GUY ANCHOR o \ o LT IRR BOX W W W I ��' \ \\ ti J � 5 Fi SQ C.. .BOX \ I \ \\ z # LIGHT 0 1 1 ALK PERISPWC-(ACHD-SUPj5D�1� - - - - - - - \ \ I I � \\ \ o N o - , � � z o� o SS H 12046 0 ® \ _ _ _ W • � \ \ I T, SIGNAL MAST ARM N = 78 �„ SN�AW.28T `. ®® ® �W\� -- I WATER \\ \\ 7° LU 0 SIGNAL RISER cc IE IN:2616.02,36-IN RCP(E) �[ w I \ co IEI - 36 ` , I IE - 1 g 3� IE OUT:2615.32,36 IN RCP(W) v ® \�� \ a'� M - SPIGOT \ I �r ® WATER METER ® 70 \ 00 Q \ a, ®® I \\ " 0 z CURB &GUTTER ® WATER VALVE o LU i ��� _ I v v FIRE HYDRANT 1 EASEMENT FOR v� CROSS-ACCESS O �- \ - --- �� G 113 G - - w < 24.72' \\ �6� ® IRRIGATION VALVE cn LI RIGHT OF Z ' EASEMENT(ACHD) \\ \ \\ \ �\ \ CONCRETE BOL ( CHD) I �\\ I SPILLWAY BOLLARD �• I ( FUTURE DEVELOPMENT BY \ - - _ EXISTING 4r �2622` ` 1\ ) I © CABLE RISER O / \ OTHERS (NOT-A-PART) GIRR BOX 5, I c'' -�- �--- - - co`L`1' _ \ � ❑E ELECTRIC BOX 5-FT SO C.I.P. BOX \I -- - - - Q WMTR c\ ASPHALT PER ISPWC (ACHD SUP) SD-619 I\ _ \ 36'GI R 6" I R ° -+ GIRR GIRR ❑T TELEPHONE RISER z X SIDEWALK STA: 10+72.63, 0.00' L� / 36"GIRR _ RR RIM: 2624.00+ -\ \ - ---\ --- - - - L- - � I ❑0 ELECTRICAL TRANSFORMER \X� - / - - -GHF� -- S84°06'00"E I o LOT 2 III CURB, GUTTER \ SUMP: 2615.43 \ FUTURE DEVELOPMENT T °C GAMMON REAL &SIDEWALK \ �, 51.29 Q I IE IN: 2616.43, 36-IN RCP E ESTATE TRUST ( ) �\ \ BY OTHERS (NOT-A-PART) `L �, O 0 C„ IE OUT: 2616.43, 36-IN RCP (N) ` I w I I O Q z o D ��( ��/ II I - o DECIDUOUS TREE O ,,, Y ASPHALT N� \ \ _ _ P I UGP UGP oLU SIDEWALK ( I r?8'1Q� 10.59' .26, \ z - a- -----_ / II I I I I W Roo U J z CURB, GUTTER / LOT 24803 CURB, GUTTER / \ / o_ ` I a BOUNDARY LINE y cn I KSON S RE HO , INC. &SIDEWALK / \ / / "' I S I cue I � M CD LOT 2 &SIDEWALK - - - \\ // \`2621\ I / \ / I -- - - --LU EXISTING PARCEL LINE � CZ SECTION LINE Q s= SSMH 12399 W W �26 / \ cc W W ,� 2r l / - \ CONCRE W T RIM = 2619.15 _ _ CD - ---------- - EASEMENT LINE a Lo LE IE IN (S) = 2604.35 S SS SS SS SS S LOT 24 \_ - - / , ---- /_ a \ \\ SPILLWA I CO) T z - L \ \ I ° \ --___ - _ _ _ _\ � 1r cc ROADWAY CENTERLINEUJ CC) IE OUT(N) = 2604.29 I \ \ �2622- \ ti 1 - N w CONCRETE AREA ce s < / N V I I I cc w CO 1 til � o Q Cr N o 1 CURB&GUTTER S SS SS S (,y 26 \ / I co I oo cn CURB AND GUTTER Revisions �/ CL -2623- - � / < 1. CCES W '� / I I � m EG EG EDGE OF GRAVEL / \ � �� W � CURB&GUTTER I EP EP EDGE OF PAVEMENT W - -X- -X- -X- FENCE LINE X X 3� W ,' 262 CON G G GAS LINE S SS �SS � 7 �� � _ 4.78 LOT 31 10 29 510.2 / I OHP OVERHEAD POWER LINE M3 INVESTMENTS, LLC. / I = 2622.30 UGP UNDERGROUND POWER LINE IE IN (N) = 2609.76 TRASH I I SS SS SANITARY SEWER LINE IE IN (S) = 2609.78 ENCLOSURE co I I n IE OUT W = 2609.64 / SD SD STORM DRAIN LINE CROSS-ACCESS ( ) / TAIL 7 / S83°54'00"E - - - - EASEMENT / LOT 25 w BREEDING I 57.36' OHT OVER HEAD TELEPHONE LINE DRIVE ROUGH i / IDAHO MUTUAL TRUST WIND LANE I UGT UNDERGROUND TELEPHONE LINE N I W W WATER LINE LOT 30 r w MASON CREEK, N I ` 2600 EXISTING GROUND CONTOUR CIO \ WMTR LLC N rn I OVAL S � f EP \ T �C�'� C,\ST ENG CURB, GUTTER \\ I \ CURB, GUTTER &SIDEWALK / ® - \ CROSS-ACCES / 6 8 &SIDEWALK EASEMENT 11-% \�\ ' 11/16/20N - - - - - - - - - - - - - - - J"TEOF0 I - / W.G ��, �� I Plans Are Accepted For Public Street Project No.: 119025 CURB � - �.L- -- - - - - - - - - - - -- - --- - --- - -- Date of Issuance: 11/16/2020 1 ISLAND \- , - I Construction Project Milestone: Bid Set 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. overall Existing RAcceptance of the improvement plans by the District does not relieve the Registered t m m 0 60' 120 Engineer of these responsibilities.Overall ExistingConditions onditions BY: DATE: a 9 ADA COUNTY HIGHWAY DISTRICT C1 ■0 Horizontal Scale: 1" = 60' ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 - SS — is SS —SS — — Ss SS �— Ss SS — sa— Ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss s Sheet Notes: i ���� Cn CD _— & �—. TH E E. Ustick Road r s � 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01. L AN D 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN . T T T T T T T T T T T T T T T T T T T T T T T T APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, - G R oup o ��T—�T T CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE 1 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED _ AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL OHP S J' UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY GP U OHP R G COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF _ UGP _ UGp- - - _ _ _ _ - - - - - - - - - - - - - - - - - � ��I - - _ _ S _ _ _ _ _ S _ _ _10 S _ S 48-HOURS PRIOR TO DIGGING. 6 ^H� L�HP nHP HP HP 01 - - - - - - - - - - - UGPOHP OHP UGP OHP UGP nHP -�� 9H� —�' - �� UGP 6 J� 3. ALL UTILITY, IRRIGATION, DRAINAGE, SEWER AND STREET LIGHT EASEMENTS 6 SHOWN HEREON SHALL REMAIN IN PLACE. EP 6 \ ` ~ SS/ 4. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND 8 \ 0 EVIDENCE. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACTUAL LOCATION I \ S OF THE UNDERGROUND UTILITIES. 2 5. RETAIN AND PROTECT ALL EXISTING UNDERGROUND UTILITIES, EXCEPT THE UTILITY 6 - THAT NEED TO BE RELOCATED OR REMOVED CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH EACH UTILITY PROVIDER. UJ 3 i;: T 6. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES WITHIN THE 13 PUBLIC RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED 2 GIRR BY THE AGENCY HAVING JURISDICTION. I 1 Keynotes: # W Y 1. REMOVE EXISTING PIPE AND HEADWALL, NO LONGER USED. COORDINATE WITH NAMPA&MERIDIAN IRRIGATION DISTRICT. Z ~ 2. PRESERVE AND PROTECT EXISTING CONCRETE FLATWORK. a CL 3. PRESERVE AND PROTECT EXISTING SEWER UTILITY AND ASSOCIATED EQUIPMENT.ADJUST RIM TO GRADE AS REQUIRED. O I � 4. PRESERVE AND PROTECT EXISTING CURB AND GUTTER. 7 CJ 5. REMOVE AND DISPOSE OF EXISTING WELL PER CITY AND STATE REQUIREMENTS. mime 4 R.O.W. DEMOLITION AREA SITE DEMOLITION AREA 6. PRESERVE AND PROTECT EXISTING POWER UTILITY, GUY WIRES AND co �- ASSOCIATED EQUIPMENT. � SEE SHEET C1 .20. SEE SHEET C1 .10. I I 7. PRESERVE AND PROTECT EXISTING TELECOMMUNICATIONS UTILITY AND ASSOCIATED EQUIPMENT. 8. RETAIN AND PROTECT EXISTING WATER UTILITY AND ASSOCIATED EQUIPMENT. O IT y ............ I - - 9. PRESERVE AND PROTECT EXISTING GRAVITY IRRIGATION PIPE AND 10 STRUCTURES. MAINTAIN MINIMUM 12"DISTANCE FROM TOP OF PIPE.ADJUST LID TO FINISH GRADE IF NECESSARY. O 7� _�__ 10. PRESERVE AND PROTECT EXISTING CONCRETE DRAINAGE SPILLWAY. _J 11. PRESERVE AND PROTECT EXISTING SIGN. I12. PRESERVE AND PROTECT EXISTING GAS UTILITY AND ASSOCIATED EQUIPMENT. IRR13. PRESERVE AND PROTECT EXISTING FIBER OPTIC UTILITY AND ASSOCIATED O p 0_ -3Roo C 6"(�,�IRR IRR 'RR � EQUIPMENT. Q CD W i I I CAo � � I :_ cc w M a 5 I EP � RD Lo 72 a� o II I Revisions I I - - - - - -j 1. IRR I I I I � I OVERALL SITE PLAN II I 12 I ~ Legend: I G G APPROXIMATE AREA OF ASPHALT REMOVAL. SAWCUT A CLEAN STRAIGHT LINE ADJACENT TO PAVING TO REMAIN. I I '- APPROXIMATE AREA OF ASPHALT SIDEWALK REMOVAL I 8 INFRASTRUCTURE TO BE REMOVED $�pNAL E!V 7 I �G\STE 10 - 7 ------ SAWCUT LINE , 4 ~ - - - - - - - - - - 11 sT 11/16/20� _ _ _ — (Nampa & Meridian Irrigation District) — — — — — — — OF 0 — � — — 10 �� ' - - - - - - - - - - - - - - - - Milk Lateral z _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 36"GIRR w _ _ 36"GIRR 36"GIRR c`Ln Project No.: 119025 36 GIRR 36"GIRR 36"GIRR 36 GIRR Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 36"GIRR 36"GIRR 36"GIRR GIRR IRR R I Construction Project Milestone: Bid Set c� - - - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ co — General _ _ I 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 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — G — OHP — I I I waivers must be specifically and previously approved by the District in writing. Site Demolition Plan Acceptance of the improvement plans by the District does not relieve the Registered E;L E= 0 20' 40' Site Demolition Plan Engineer of these responsibilities. BY: DATE: C1 ■ O _ Horizontal Scale: 1" = 20' ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 Sheet Notes: THE 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01. L AN D 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN . � APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, - G R 0 U P CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED � AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G (, G — 48-HOURS PRIOR TO DIGGING. 0 BEGIN 21 21 END � 3. ALL UTILITY, IRRIGATION, DRAINAGE, SEWER AND STREET LIGHT EASEMENTS v SHOWN HEREON SHALL REMAIN IN PLACE. W W W W W W W W W W W W W W W W W W W W W W W W W W W —�W W W W W W W - 0 4. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND EVIDENCE. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACTUAL LOCATION ° v:) OF THE UNDERGROUND UTILITIES. CD �D SD— SD — —S11 Sn — Sn Sn �n -,n Sn �n — p = sg 91) S9 9B �^ — SE) S� D —5. RETAIN AND PROTECT ALL EXISTING UNDERGROUND UTILITIES, EXCEPT THE UTILITY THAT NEED TO BE RELOCATED OR REMOVED CONTRACTOR SHALL COORDINATE SS SS SS SS SS SS SS SS SS SS SS SS SS SS ---(D— SS SS SS SS SS SS SS SS S SS S SS SS SS SS UTILITY DISCONNECTION WITH EACH UTILITY PROVIDER. CD O 6. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES WITHIN THE 3 E. Ustick Road END 4 PUBLIC RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED 7 8 BY THE AGENCY HAVING JURISDICTION. 12 16 T T T C, T T T T T T T T T T T T T 6 4 3 16 6 --------- ------------- ----------- ------ 12 LU ----- -- — — ---�/— — --�T ---- Keynotes: UGP UGP _MP _--rs�fr �� — — ITU15 UG--OFIF- — — — 0 U p / — — — — — — — UGP — — — — — — =-UU— — — — �JG� — — — — JdG� — L4GP— — — — -1� — — — — — — — — _O#P BHP OHP — 1. REMOVE EXISTING ASPHALT DRIVEWAY APPROACH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 - - - GP // ,R / 18 2. PRESERVE AND PROTECT EXISTING LUMINAIRE AND UNDERGROUND POWER. BEGIN 4 _ _ _ _ UGP- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - —l9£i — — - - - -� — CL ---- -- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 3. SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT. 4. REMOVE AND DISPOSE OF EXISTING CURB. O E � � 4 BEGIN EP 5. REMOVE, SALVAGE AND RELOCATE EXISTING SIGN. END 4 1 1 I 6. PRESERVE AND PROTECT EXISTING UTILITY POLE, GUY WIRES AND EDEN END 4 I 4 BEGIN ASSOCIATED EQUIPMENT. 7. RELOCATE UTILITY POLE AND ASSOCIATED EQUIPMENT. COORDINATE WITH IDAHO POWER. 8. REMOVE AND SALVAGE EXISTING WATER BLOW-OFF. SEE SITE PLANS FOR CONNECTION TO NEW 8-IN WATERMAIN 9. PRESERVE AND PROTECT EXISTING WATER VALVES AND ADJUST LIDS TO O FINISHED GRADE IF NECESSARY. y 10. PRESERVE AND PROTECT EXISTING FIRE HYDRANT AND ADJUST TO FINISHED Z GRADE IF NECESSARY. O 11. REMOVE AND DISPOSE OF EXISTING SIDEWALK. 12. PRESERVE AND PROTECT EXISTING CURB AND GUTTER TO REMAIN. 13. PRESERVE AND PROTECT EXISTING FENCE. - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ 14. PRESERVE AND PROTECT EXISTING GIRR PIPE AND STRUCTURES. MAINTAIN p — — — — — — — — — — — — — — — — MINIMUM 12"DISTANCE FROM TOP OF PIPE.ADJUST LID TO FINISH GRADE IF NN Q (Nampa & Meridian Irrigation District) I NECESSARY. CD Milk Lateral w 0 36"GIRR LU � I Y 36"GIRR 36"GIRR 36"GIRR 36"GIRR .< 36"GIRR I 15. PRESERVE AND PROTECT EXISTING SANITARY SEWER STRUCTURE AND W U CC 36 GIRR 36"GIRR 36"GIRR GIRR I ADJUST RIM TO FINISHED GRADE IF NECESSARY. y j 14 CC M I 16. REMOVE AND DISPOSE OF EXISTING STORM DRAIN CATCH BASIN AND RELATED - — — — — — — — — — — — — — — _ _ APPURTENANCES, RETAIN AND PROTECT EXISTING STORM DRAIN PIPING TO Q s= — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ 14 I I REMAIN w 17. REMOVE EXISTING CHAIN LINK FENCE, POSTS AND FOOTINGS. RETURN ALL W RD U-) 72 o a' R.O.W. DEMOLITION AREA SITE DEMOLITION AREA M � I o I SIGNS AND ARTWORK TO OWNER. SEE SHEET C1 .Z0. SEE SHEET C1 .1 0. i I 18. PRESERVE AND PROTECT EXISTING SIGN. Revisions 1� I 19. REMOVE ALL EXISTING VEGETATION. 1' 20. PRESERVE AND PROTECT EXISTING SIDEWALK. 21. REMOVE AND DISPOSE EXISTING TRAFFIC CANDLES (13 TOTAL). SEE PLANS FOR REPLACEMENT DETAILS. I � Legend: I I I W , I I I II IRR I 70 I APPROXIMATE AREA OF ASPHALT REMOVAL. SAWCUT A CLEAN L— — — — —36"GIRR— — — IR 'RR I I STRAIGHT LINE ADJACENT TO PAVING TO REMAIN. APPROXIMATE AREA OF ASPHALT SIDEWALK REMOVAL I I I NOTE: THIS IS A DUPLICATE SHEET OF I 14 J INFRASTRUCTURE TO BE REMOVED THE VILLA SPORT PROJECT. LIMIT ARE $ZONAL E S 0 S I I �'S�G\STE 10 G'l - I —————— SAWCUT LINE EP CHANGED TO AREAS CONSTRUCTED AS s 11/16/2028 PART OF THE EAGLE COMMONS AT I ; I J�TEOF0 —I F I I I W.G MR I USTICK AND EAGLE PROJECT. Proja of I Plans Are Accepted For Public Street DatectNou 112020 OVERALL SITE PLAN i i I Project ectMilestone 11/1BidSet E w Construction Project Milestone: Bid Set SCALE: NTS I I I By stamping and signing the improvement plans,the Registered Engineer ensures the General I :U I District that the plans conform to all District policies and standards. Variances or ROW Demolition Plan 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 ;LE E= ROW Demolition Plan 0 20' 40' Engineer of these responsibilities. BY: DATE: C1 ■ O _ Horizontal Scale: 1" = 20' ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 I Contact Information: _ WEi= THE OWNER/DEVELOPER: WADSWORTH MERIDIAN, LLC. LAND DRAPER, 800 °4020 SUITE 210 . _`2 1 W GROUP - -2621- _ - R/W PRIMARY CONTACT: BRAD WATSON _ PH.: 801.748.4088 N - - G G G G G G G G G G r i�-G - G G G G G G r, � G 26u G G G G G G C� G G _ _ q:6 INSTALL TYPE I INLET PROTECTION PRIOR _ CONTRACTOR: TO BE DETERMINED BY BID W W W W W W W �262 W W USTI C K ROAD W ' 262 W W INSTALL TYPE 1 INLET PROTECTION W TO EARTH DISTURBING ACTIVITIES AND ADDRESS: _ - - - REMOVE UPON FINAL STABILIZATION. - PRIOR TO EARTH DISTURBING - _ PRIMARY CONTACT: S I S S SS �s,_ _ SS S SSA \SS S SS I \J SS ACTIVITIES AND REMOVE UPON SS _ _ SS - SS S PH.: CELL: T o - - _ - -� - FINAL STABILIZATION. T 26 o' co O P _ - �, tff ONSITE RESPONSIBLE PERSON. BE DETERMINED TO E - - �_ _ crr = s - -_ _ - - - -�-�- - - - - -_I - - \ SIR;: -c;.;.;; -- HP SOP CONTACT: _2&2�'� "'` - �yrl/ ;_• PH. (CELL): 20 �2621- - "PtRR _ 3"PIRR _ 3"PI "' M s SS 27.2/° UNDISTURBED AREA \ �� \ +.+ .: PLAN PREPARER: ROGER COLLINS f -TIN ° ° !!�! ' ' ' , ' ' I LICENSE NO: CON09-00260 EXPIRES: 8.29.2021 :a ':a. , „ , , , . . I � ---------- ---- INC. � --------------- ----------------- - COMPANY .2 I THE LAND GROUP INC N ; .+.+.+.+.+.+.+.+.+ +'+ +'+ + + + ' ' 462 E. SHORE DR., STE. 100 IDAHO 83616 ui - - EAGLE, :a 36"GI 36"GIR ` ` t PH.: 208.939.4041 F \ 6 GIRR 6"GIRR 0 1 0Cz SIGNATURE: DATE: 11.16.2020 N - SEE SHEET C1 .51 FOR DETAILED LAYOUT a Q _ W W W W 2 � \ \ �� � , � PROJECT ENGINEER. JIM GUTE, PE I I yl - - - - - - - - - -\- - - - - W \ MILK LATERAL(TILED). { { W COMPANY: THE LAND GROUP, INC. PH.. 208.939.4041 Q o ° Cz as W ESC General Notes: \ ®® �\ a a,a,a,a,a,a,t,t,t,t,t,t,t,t t t ,t, �; : 1. ALL BMP NUMBERS ARE REFERENCED FROM IDAHO DEQ BEST MANAGEMENT PRACTICES. �o ,a,a,a,'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . .k '{'{'{'.'.'.'.'.'.'+'+'+'{'{'{'+'+' ' !{ { 2. ALL STORM WATER WILL BE CONTAINED ON SITE. O I Z o o'+'+'+'+'+'+'+'+'+'+'{'{' ' ...* * * * , * * * * ,. . . * * ' 6z23,:':':':'. .. { 3. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM OF ONCE EVERY 7 DAYS -OR-ONCE EVERY N \ '.'.'.'.'.'.'.'.'.'.'.'. ,' ' '...'.'.'. ti� Q N o *T'{'{' * * { : ;:' 14 DAYS AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR GREATER. INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: . . . I f ODER W : A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR f B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR 01) C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS MAY THROUGH MTF / Z � 36'GI R 6�� GIR SEPTEMBER IN ARID AREAS AND SEMI-ARID AREAS. X\ o• W N �\ \- - \ I R , 36"GtRR o GIRR I ) 3. DEWATERING IS NOT EXPECTED FOR THIS SITE. ONSITE SWPPP CONTRACTOR IS \ \ I RESPONSIBLE FOR ALL NON-STORMWATER MANAGEMENT. cli • 0_4 o /\� \ w NOT A PART 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY O D X \ \ I U, UGI THE SWPPP RESPONSIBLE PERSON. y L6, o _ + I I I 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE Z CD • I jam,' r / \ ---� CONTAINMENT AREA.WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER S /1 \ f I OR A SIMILARLY EFFECTIVE MEANS TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP O _ I I� WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND AT THE END OF THE BUSINESS a 6� • -\\ / /�/"\ \\ I it, DAY. DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE. Q � � it W W W W X� 2�r z S SS SS 6. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SS S6, `X �� \ __ UNDISTURBED AREA �- Cr SYSTEMS AS POSSIBLE. ANCHOR TO PREVENT VANDALISM. \ - _2622- - �C / w 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE O 0 S � O / � �nf_ S \ o VACUUMED DURING CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL Q s SS SS PAC ° ° w- \ �2623- - .2623 I ¢ NOT REMAIN ON PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY O / _ _ •_ _ • A�D S o' - W w- w / I I m AND CUTTINGS SHALL NOT DRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGE 300 Y t I� S§ , I f I CONVEYANCE. COLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER U �� S \ ��- m THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. W y c I - - -2621 S W I Z Erosion & Sediment Control Legend. SS W ° = 12. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED � cc Q S _ CD I LOCATION. EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BY w CZ APPROXIMATE LIMIT OF DISTURBANCE • SS SS \ _ • THE OWNER)AT A PRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE a Note: This project meets the requirements -- s / THAN 14 DAYS STOCKPILE IS TO BE STABILIZED PER BMP#44. CO p 1 q / , - �- _ , W N / / I I I 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. - CD cy) 26gg PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) for a Low Erosivity Waiver for Small I �, o Construction Projects: 14. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE Revisions A EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) Disturbed Area is less than 5.0 ac Soil Stabilization: RESPONSIBLE PERSON. 1. CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER . The ErosivityIndex is 2.95 which is 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT 15. TOTAL DISTURBED AREA FOR THIS ON-SITE WORK IS APPROXIMATELY 3.62 ACRES. a BEST MANAGEMENT PRACTICES BMP#49 AND DETAIL ON SHEET C1.55. MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 16. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM below the threshold of 5.0 2. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE CONTRACTOR HAS REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ® EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE ABIDE BY THE REQUIREMENTS AND CONDITIONS CONTAINED HEREIN. WATER BEST MANAGEMENT PRACTICES BMP#50. IN STORM WATER DISCHARGES. RECTANGULAR DROP INLET PROTECTION TYPE I OR II PER BMP#13, SEE 3. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS ® DETAIL 2/C1.55 The above is based on a start date of PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER ® CIRCULAR DROP INLET PROTECTION TYPE III PER BMP#13, SEE DETAIL 11 .2.2020 and an end date of 4.30.2021 - THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR 7/C1.55. PERMANENTLY CEASED. if the construction time increases, a new 3.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN MATERIALS STORAGE AND PARKING AREAS PER THE GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS STATE OF IDAHO CATALOG OF STORM WATER BEST calculation will need to be completed. PRACTICAL. MANAGEMENT PRACTICES BMP#37. 3.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT STORM WATER BEST MANAGEMENT PRACTICES BMP#40.THIS SHALL BE PORTION OF THE SITE. MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY Note: The ESC Plan is comprised of these NOTE: ONE OF THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL IMPLEMENTED ON ALL DISTURBED AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS 1/C1.55. Construction Set drawings combined with CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: 1. MULCHING (BMP 52) -APPLY GRAVEL, STRAW, GRASS, COMPOST,WOOD CHIPS OR WOOD AREA TO BE STABILIZED WITH ASPHALT. the separate Narrative Booklet. FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION,AND/OR: 2. GEOTEXTILE (BMP 53) -APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED LANDSCAPE STABILIZATION AREAS PER THE STATE OF IDAHO AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES L.E.W. Posting Requirements: COMPLETE DESCRIPTION,AND/OR: BMP#32, COORDINATE WITH LANDSCAPE SHEETS. 1. THE OPERATORS (CONTRACTOR AND OWNER/DEVELOPER)ARE 3. MATTING ( )54 BMP -APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED Project No.: 119025 RESPONSIBLE FOR APPLYING FOR OBTAINING THE EPA LOW EROSIVITY AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A Date of Issuance: 11/16/2020 DISTURBED AREAS THAT WILL BE UNDEVELOPED FOR THIS PROJECT WAIVER (LEW)FROM THE EPA eN01 WEBSITE. COMPLETE DESCRIPTION. Project Milestone: Bid Set SHALL BE STABILIZED PER SOIL STABILIZATION NOTES (MULCHING 3 BMP 52)THIS SHEET OR SOIL BINDERS (BMP 55) . 2. A COMPLETE COPY OF THE LEW AND THE EROSION&SEDIMENT PERMANENT SOIL STABILIZATION BMPS: ESC. CONTROL(ESC) NARRATIVE ON SITE AND MADE AVAILABLE FOR REVIEW LANDSCAPING (BMP 32) - COORDINATE WITH THE APPROVED LANDSCAPE PLAN FOR LOCATIONS Overall ESC Site Plan BY EPA,A STATE,OR CITY OF NAMPA OFFICIALS. AND TIMING. 6 mE= Overall ESC Site Plan 60' 120' 1m50HORIZONTAL SCALE: 1" = 60' DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 W W W NiFlic WE T H E N LAND w R/W RON R/W 3111",G G G G G G G G � � G G G - G G G G G � G G G G G G G G G G G G G G G G GROUP INSTALL TYPE I INLET PROTECTION AS o -_: -W W W W W �1262R W W W PART OF INLET INSTALLATION AND n� W �W N W W W W W W W W W W W W REMOVE UPON FINAL STABILIZATIO . i i SS SS SS ---_SS SS SS S SS SS SS SS SS SS SS SS SS S SS SS SS �5__ _ SS - SS - SS - SS S �_ USTICK ROAD 26,, —2s rn T T T - INSTALL 8" FIBER ROLL AT BACK OF CURB -T ���T T T T I SS RAM � � PRIOR TO EARTH DISTURBING ACTIVITIES ���\ � I / AND REMOVE UPON INSTALLATION OF + + + + + PW .OHS FINAL STABILIZATION MEASURES. \\\ ~ I SS + + + - _ R + + + + . W W WWMTR W W W W W W y W . W . W W W W W -,_ — N OHP �HP I OHP OHP i o - w o a W w w o W o W w w o W o W w o W o W w m o W o w o W o w W w y w W w W y W -- N— R FVV.— SS - — INSTALL 8"FIBER ROLL AT BACK OF CURB + +EP ++++ + + + + + + + I W R INSTALL 8 FIBER ROLL AT BACK OF CURB - + + + + + + + + + + + + + + + + + `+" +W W W W W S PRIOR TO EARTH DISTURBING ACTIVITIES - PRIOR TO EARTH DISTURBING ACTIVITIES r, + + + + + + + + + + + + + + + + + + + + �-F + + + + + + + + + + + + SITE CONSTRUCTION SIGN. + + + + + + + + + + + + + + + + - - - AND REMOVE UPON INSTALLATION OF AND REMOVE UPON INSTALLATION OF "' + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + +- + + + + + + + + + + + + + + + + + + + + + FINAL STABILIZATION MEASURES. CONSTRUCTION ENTRANCE TO BE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + TOPSOIL STOCKPILE AREA + + + + + + + +.+ + + + + + + + + + + + + + + + + + + + + FINAL STABILIZATION MEASURES. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' ... + + + + + + + + +�-+ - +�+=+ + + + + + + + Cm INSTALLED PRIOR TO EARTHWORK + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +F+V�+++++++ W+ =Fltl+ FW + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + OPERATIONS AND REMOVED PRIOR TO Fuv ++ + + + + + + + + + + + + + \ I I FINAL PAVING BASE INSTALLATION. + + + + + + + + + + + + + ....... + + + + + + + + + + 11 + + + + + + + + + 1At+ +F`W+ $_ FW*--�--��FW - FV�I+ + +FIVV� IAI + + - + + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + +1+ +++ + W+ + + + + + /+ + + +� ,� + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + W� �, \-y SD o o + + + + + + + + + + + + + + + + + + + � � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + G GIR' + + + + + - + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I or + + + + + + + +, + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + +J+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q -----------------------_-_ -+ + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + IW ---- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ - SEPARATE DEVELOPMENT CONCRETE WASHOUT-SEE DETAIL 3 + ++++++I�+++++++ ++++++++++++++++++++++++ ++++ STAGING AREA + + + + + + + + + ++1++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++ �R NOT A PART SHEET C1.55. EQUIPMENT AND MATERIAL STORAGE, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + W WI + i WASTE DISPOSAL AREA AND WORKMAN + + + + + + + + \ — + + � T T TPARKING AREA.T T T T T+ + + + + + + W + + + + + + + + + + + + + + + + + + + + + + + + T ,� T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N ( . +++ +++++" +++++++ + ++ +++++++++++++++++++++++++ +++++++++ ++++++++++++ ++++++++++++++++ ++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ I N C.1 I 0 \ INSTALL TYPE III INLET PROTECTION AS +++ +++++ +++++++ ++� - - +++++++++++++++++++++++++++++++ + + + + ++ + + + ++ ++++++++++++++++�++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I '� W \ + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + ........... + + + + + + + + + + + + + + + + + + + PART OF INLET INSTALLATION AND + + + �.+=11�+ + + + + + + + + + + + + + ..... + + + ..+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ( - + + + o + + + + + + + + +=+ +�+ + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I REMOVE UPON FINAL STABILIZATION. CJ + + + 1• + + + + + + + + + + + + w I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - 36"GIRR \ 36"GIRR + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ - 36 GIRR 36"GIRR - - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + GIRR (n W \ \ + + + + + + + + + + + + + + + + + Mifl + + + + + + + + + + + + + + + + + + + + + + W + + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + s + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + y / /. loll + + + + + CL + + + 0 _ + �. ICD +++ INSTALL TYPE III INLET PROTECTION AS ' PART OF INLET INSTALLATION AND �� co REMOVE UPON FINAL STABILIZATION. - 1)+,+ '+ \ \ - + + + + + + + - \ !N + + + + + + + + + + + + + + + + + + + + + + + �,, + + + + + + + + + + + + + + + + + + ..... + + + + + + +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + I W Wi y I O 0 + + + + + + +\ + + + + + + + + + + + + + + -. + + + + + + + + + + + + + + + + + + + + + + + + w + + + + + + + + + + + + + + + + + + + + + + + ++�-_+ + + + + + + + + + + + + + + + + + + + + i� + + Erosion & Sediment Control Legend: + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+= + + + + + + + + + + + + + + + + + + + + - -W I O CD + + + + + + + + + , + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ ............+ + + + + + + + + + + + + + + + � + + + + + + + + + + + + M + + + �o + + + Lq + + + + + + + + + + + + + + + + + + + + + + + + +—+� + + + + + + + + + + ... + + + + ( I Y Cp ac + + r- + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + +�+�+ + + + + + + + + + + + + + + + + + + I- - O``. APPROXIMATE LIMIT OF DISTURBANCE \ \ " + + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + + + + + + w c C-D + + + + + + + + + + + + + + +,+ + + + + + + + + + + + + + + + + + + + + + + + + + +,+ + + + + + + + + + + + + + + + + + + + + + + + + �GW. I �„�„� y \ - + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + T—+—+ + + + + + + + + + + + + + + + + + + + + \+ W 0 + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ............ + + + + + U) 8 PROPOSED GROUND CONTOUR ONE-FOOT INTERVAL + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 22 CZ vV + + + ... + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �- + + + + + + + + + + + — -2B98 - EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + i � � + + +�+ + + + + + + + + + + \ Q _ + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + +.+ + + + + + +�+ + + + + + + + + + + + cc ++++++++++++++++++ ++ ++++++++++++++++++++++++++++++..+++++++++++++++++++++++++++++++++++++++ + +++++++++++++++++++ � +++++++++++++++++ + I LLW �wW L.LI Z CONCRETE WASHOUT PER THE STATE OF IDAHO \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I a 3: F-]W CATALOG OF STORM WATER BEST MANAGEMENT + + + + + + + + + o + + + + + + + + + + + + + + + + + + +\ INSTALL TYPE I INLET PROTECTION AS + + + + + + + + + + + + + + + + + + + + + + + W + + + + + + + + s + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + co 2i PRACTICES BMP#49 AND DETAIL ON SHEET C1.55. + + + + + + + + + "' + + + + + + + + + + + + + + + + + PART OF INLET INSTALLATION AND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + REMOVE UPON FINAL STABILIZATION. + + + + + + + + + + + + + + + + + +" + + + + + �o + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + T r + + + + ........... + + + + + + + + + + + + + + PORTABLE RESTROOM PER THE STATE OF IDAHO L + + + + +�+ + + + + + + + + + + . ... ... + + + + ... + + + + + + + + + + + + + + + + + + + + 1 FR] CATALOG OF STORM WATER BEST MANAGEMENT F o + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + Revisions PRACTICES BMP#50. + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.... + + + + + + + + + + + + + + + + rn + + + + + + + + + + + + + + + + \+ + + + ` RECTANGULAR DROP INLET PROTECTION TYPE I PER _ j + + + + + + + + + + + + + + + + + + + + + \+ + + + El u + - + + + + + + + + + + + + + + + + + BMP#13, SEE DETAIL 2/C1.55 \ _�_ �� + + + + + + + + + + + + + + + + \ + + + - + + .... \ — _ FL - - x + + + + + + + + + + -T + + + + + CIRCULAR DROP INLET PROTECTION TYPE III \ G'"" ��36"GIRR 3 "GIR \ / FL — + X + W .\ .W. '`�W W _ _ w J GIRR PER BMP#13, SEE DETAIL 7/C1.55. \ \\ \ \ - 3 'GIR \ 36" IRR 36"GI GIRR-_ FL W — W GIRR ---- GIRR --------------- \ o_ 36"GIRR MATERIALS STORAGE AND PARKING AREAS PER THE \ \ \ * / " — — \ E- STATE OF IDAHO CATALOG OF STORM WATER BEST \ \ —-----------------_ MANAGEMENT PRACTICES BMP#37. \ \ \ * /// OHP OHP PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST \ MANAGEMENT PRACTICES BMP#40.THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL i�\ \ ~ I i' ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE M �� / SWEEPING DAILY OR AS NEEDED TO REMOVE ANY i \ \ / TRACKING OF MUD AND/OR DIRT ONTO EXISTING \ / I �� 11 UGP UGP i�p UGP ASPHALT. SEE DETAIL 1/C1.55. o -' ---------tea — / I I a ~ II ON AREA TO BE STABILIZED WITH ASPHALT. i \ — --------- w LANDSCAPE STABILIZATION AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES �I� BMP#32, COORDINATE WITH LANDSCAPE SHEETS. / I ~/ i i � � Project No.: 119025 a Date of Issuance: 11/16/2020 +++++++++++++++ DISTURBED AREAS THAT WILL BE UNDEVELOPED FOR THIS PROJECT \ �� I I� Dat of Issuance:Milestone Bid Set Project + SHALL BE STABILIZED PER SOIL STABILIZATION NOTES (MULCHING 1 1+++++++++++ BMP 52)THIS SHEET OR SOIL BINDERS (BMP 55) . // o \ \ / O \ / �I I ESC -- -------- —n I ,— — -\ \ II 1 I I ESC Site Plan - North SET ESC Site Plan - North ag 3°' 6°'HORIZONTAL SCALE: 1" = 30' 1■ ■ 5 l ��o DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 50'MINIMUM EXISTING S.y PAVEMENT CONSTRUCTION SPECIFICATIONS STORM SEWER GRATE 000 POST SIGN NEAR BASIN �1 % - THE �o 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED 00000000 Ow- 101- -A'n U_ `>7 000 000 000 000 �j {� CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE 00000000 LIFT STRAPS, FRAME OR OTHER /� LAND z LAYER. 0000 METHOD OF LIFTING BAG FOR FILTER CLOTH MOUNTABLE BERM 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A REINFORCED CORNERS OR MAINTENANCE CONCRETE �Fss ' G RO UP SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD METAL FRAME i� (OPTIONAL) APPLY). REQUIRED OVERFLOW PORTS OR WASHOUT A� 3. THICKNESS-NOT LESS THAN 6 INCHES. METHOD FOR OVERFLOW IN EXISTING GRADE PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT ® ® LARGE STORM EVENTS POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO 2-N MINIMUM A0'_� 50'MINIMUMPLACING OF STONE. FILTER CLOTH WILL NOT BE REQUIRED ON A CONTAINMENT BAG AMC) SINGLE FAMILY RESIDENCE LOT. 10 MIL (MIN.) 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION - PLASTIC LINER ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS 702� �O—`b—`b—`b—`b IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE \ '' PERMITTED. > �Q 2026N'n -)O�OOL ' O 10 O O 7. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION z EXISTING WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOCc) Cc) I I STORM INLET �P�S ; C c C —`Ukbo —`b_`>� PAVEMENT PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING NOTES: J �,1��,1��, WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR 0�'1� �`J 1. APPROVED MMNUFACTURES: TM G CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL DANDYSACK ORFLEXSTORM 9 SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC INSPECT AT FREQUENCY DESCRIBED IN S� RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. i�A W O O 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR ESC/SWPPP DOCUMENTS. REPAIR OR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REPLACE AS NEEDED. O o REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE 3. REMOVE SEDIMENT ACCUMULATIONS NOTES mmi PLAN VIEW T AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. WHEN FILTER CAPACITY IS REDUCED. Cm BY 50% 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED 2. SELF CONTAINED MOBILE CONCRETE WASTE CONTAINERS WITH REMOVAL AND REPLACEMENT AFTER EACH RAIN. SERVICE IS AN ACCEPTABLE OPTION. CC W 0 Stabilized Construction Entrance (BMP 40) Drop Inlet Protection Type I (BMP 13) Concrete Washout (BMP 49) Z 1 Scale: NTS 2 Scale: NTS Scale: NTS a c WOOD STAKE CJ am SEE WOOD STAKE WOOD STAKE ca DETAIL THIS SHEET FIBER WATTLE DRAIN INLET FIBER WATTLE FILTER FABRIC ODER FIBER WATTLES SIZE AS NOTED ON PLAN SEE WOOD STAKE p DETAIL THIS SHEET 0 %\ O�NS�Op TRAPPED SEDIMENT DRAIN INLET \ OwNS�O ��F PLAN VIEW of FLOW FLOW FINISHED GRADE, PER PLANS O C4IIIIIIIIIIIIIIIIIIIIIIIII� WOOD STAKE \ SLOPE SURFACE SLOPE SURFACE o o FILTER FABRIC CD TRENCH ,\_ DRAIN INLET COMPACTED SUBGRADE CD mw ANN SECTION VIEW O O NOTES: Y 1. INSPECT PERIODICALLY AND REPAIR/REPLACE AS REQUIRED. W CD 2. REMOVE SEDIMENT ACCUMULATIONS WHEN FILTER CAPACITY IS IMPAIRED BY 50%. U) 3. OTHER METHODS OF INLET PROTECTION MAY BE APPROVED UPON REVIEW BY THE PLAN PREPARER. CZ 4. SEE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #31 FOR c U ADDITIONAL INFORMATION. cc w CZ 72 W Fiber Roll (BMP 64) Fiber Roll Stake Section (BMP 64) Fiber Roll Stake Section 2 (BMP 64) 7 Drop Inlet Protection Type III (BMP 13) � 2� 4 Scale: NTS Scale: NTS Scale: NTS Scale: NTS0 Revisions 1. Project No.: 119025 Date of Issuance: 11/16/2020 Project Milestone: Bid Set 3 ESC ESC Details 6 t E m E z -�� 1 . 55 DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 Site Plan Notes: '''—= T H E rri... 1. ALL DIMENSIONS ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE SPECIFIED. ' LAN D - GROUP ON — — — — — - USTICK ROAD IMPROVEMENTS G G G G SEE SHEET C2.21 . G G G G G G G G U G G G G GI G W W iA/ w W W W W W W , CAI E. Ustick Road SS SS `SS SS SS SS SS S� S S SS SS SS SS _ -SS — SS — SS— \S -T T �A5'-----, T T \T �� \ T s T SS _ s — — \ \ $" — — SO S86°01'47"E 1 0.57'— _ _ _ — — N89039'20"E 181.46' - - - - - 23 -- - - — _ — � OHP — O P OHP 3 - - 3"PIRR y � � � S 2625_ 77TUT \ / r — _ _ ` S44°30'12T 45.83'- I ■ ■ ■ T ■�■ ® I SD o o 10 \ IE 2623.81 GIRR GIRR mmi ---- -- -- -- ----- NOT <v _2g24' 24 RCP v' CZ \II --------- - -- I 0 � - - - - - - - - - - I W i M � 6"GIRR 3 R \ 3 - \ P - - - - ir — — — — - - - - �\ I ss ---- - - - - -�=�_ _ II Di \ - - - \— a_ � _ _ _ _ _ -- - - PARKING _ EP EP II Z w s — \ � I — — � ss \ I -- Mi a ral \ I - I � `-" - I AREA — M SEE SHEET _ � I� z O \ W w II ° - - -�� — w 2.20 � — v �\ o N CAJUN LANE IMPROVEMENTS, � r - - - — I o jCm C - - SEE SHEET C2.22. I CD CDI �■■+ y \ — � G G G ONES 6^ \ 2 co 262p\\ � - - � —�j�— ram— 3" RIB -� _ - - - - - \ - - - - - - - � L _ 0 N �� IRR —36'GI R „GI 8.70' / 3 P —_ _ \ GIRR ------ GIRR T IRR � � 36"GIRR I \\ INS t/C / — — — — I S84-06'00"E 51 i 29 o \ UJ III UGP UGP O CD — II 6 ° A ---- _ N W - \�-------- Roo y w II � = I II CZ cc RD Lr) 00 cn W CD CD \ �— — W------- _ — —\ — — — — \ 1 \ / Revisions Ln SS SS S SS �2 — — — w F. p*C W\ � SW / - - 2623- - Cm �_ — wl a / riv — — /I s-��-ss \ SCD — _ - - - - - - - - _ _ _ - - - - SS wv F.p• _ V�S carat W 0 ,262 W I ss ss rPrivatal s / ° ' 0�/ 10.21' Z m Z�C\J N C d SSMH 10029 / RIM = 2622.30 co IE IN (N) = 2609.76 _ - - - - - - - - a � / IE IN (S) = 2609.78 // w / 7ER \ IE OUT(W) = 2609.64 // \ I � a / R Z \ ��5�0\ST G' \\ w / t� N W � •� \ I o 68 23 v z = I� 11/16/20A 26 \ WMTR Q D CV T�T \Of V EP EP Q S \ \ w )J \ r Project Na.: 119025 Date of Issuance: 11/16/2020 > \ ' f _ Project Milestone: Bid Set - - - � - - — — - - - - - - - - a ) W Site & Materials Plan \ o Overall Plan E =_ Site & Materials Plan-Overall Plan E= 0 50' 100' Horizontal Scale: 1" = 50' C2mOO ��o DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 coN Material Legend: THE - _ _ . . . . . LANDSCAPE AREA CONCRETEWAC WE W- RAND S ASS S SS -- SS - SS SS SS S�- SS SS SS SS SS SS SS SS ss _ _SS SS SS SS SS SS SS S SEE LANDSCAPE FLATWORK PER 3 o - - PLAN SET L1.00 DETAIL 5/C2.50& . - _ \ J'cP SERIES ISPWC SD 709 GROUP E. Ustick Road - - - - HEAVY DUTY LIGHT DUTY T 1 - T T - - - T T T T T T T _ _ CONCRETE PAVING ASPHALT PAVING T T T T T T T 'T T T T T T T PER DETAIL 7/C2.50 ��C2DE0TAIL ------------ ---------- _ so � 2 BEGIN � � - SD SD SD SD SD 15 4-IN DEPTH, 3/4-IN MINUS GRAVEL TYPE B BASE COURSE OVER o 8-IN DEPTH STRUCTURAL TYPE A FILL COURSE (COMPACTED TO - - - - - - - - - - 95% DRY DENSITY PER ASTM D698 OVER COMPACTED G ' ' `P \ SUBGRADE 95%STANDARD PROCTOR. WM � UTY ASPHALT .� �.� •' ;-..='`'• r ;��f=;�` :�.O F:�•. .` T_ - - _INN �DHIP CHIP �PP PAVINGDPER DETAIL 3 C2.50 o�. i- - - - - - �. �'�•�'• '«! 15 / &2/C2.60 \ 5 RR •- SS 3"PIRR :' ° 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD 701 O 3"PIRR 3"PIRR 3"PIRR S 3"PIRR 3"PIRR \ 18 � J S 6-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-701 R y / -2625 W � - J l FUTURE GIRR p . . W coN :�:�' Keynotes: _ _2624- ' ' FUTURE PAD :r - - - '�,' �•,`,• 21+t•`•' 1. FIRE HYDRANT-SEE SHEET C5.00. FUTURE PAD ='� ;�' :�. :��� Z 2 6"VERTICAL CURB &GUTTER PER ISPWC SD 701 OR SD 701 R. CL PAD 10 �A •' �.- 3. PEDESTRIAN RAMP PER ISPWC 712-A AND ACHD SUPPLEMENTAL : : . . a '14' �: .II'. SPECIFICATIONS. �'i' •:•j•1+ 3.1. PEDESTRIAN RAMP PER ISPWC 712-C O 8 •I- �. CJ &ME r' :.• +: } 4. ACCESSIBLE PARKING-SEE DETAIL 6/C2.50. Z M o II�, ,• •�•1 5. EXISTING WATER UTILITY SEE SHEET C5.00. \ MTR 9 <� • b` '�. o � IEEE 6. 3 CONCRETE VALLEY GUTTER PER DETAIL 4/C2.50. MTR • I'' •�•` •ti' 7. WATER MAIN-SEE SHEET C5.00. p 8. 6-IN VERTICAL CURB (NO GUTTER) PER ISPWC SD-701A. o 10 ` - , 10 Mm 70 •`�`I. 9. SANITARY SEWER MAIN-SEE SHEET C5.20. PENN 10. SANITARY SEWER MANHOLE-SEE SHEET C5.20. 2 9 .� a 11. CONSTRUCT 14'WIDE CONCRETE SIDEWALK PER ITO STANDARD DRAWING 614-1. O _ ° � �� 2 9 � . 14' ` `.lam '' �'•+ 12. NOT USED. �`L• 10 -.f .t ` 13. TRASH ENCLOSURE PER DETAIL 1/C2.50, 1, 2, 3&4/C2.51. Z END 2 14. NOT USED O co c 2 - 6 2 �� �,�'�-•' �I,1 15. EXISTING CURB AND GUTTER-RETAIN AND PROTECT. 3.1 c.i co Z Q I `" `" _ �°' �1' '� -�T 16. NOT USED M r • 17. NOT USED .�- 18. CONSTRUCT 5'WIDE CONCRETE SIDEWALK PER ACHD SUP SD-709. 7 • ;• \ '� .'� 19. CONSTRUCT 10'WIDE CONCRETE SIDEWALK PER TO STANDARD DRAWING 614-1 � O �' 'F;` • III$• 20. EXISTING SIDEWALK RETAIN AND PROTECT. O O cc 2 2 \h °� T 2 N °O :j` .:.:. ..r. 21. REMOVE AND DISPOSE OF ABANDONED HEADWALL AND PIPE. COORDINATE WITH 60015 U r\ J . . ,�`,: NAMPA&MERIDIAN IRRIGATION DISTRICT AS REQUIRED. //� � o co `' � �$� 19 22. INSTALL VALLEY GUTTER PER ISPWC SD-708. MIJ ' cc i • < 9r , 6SPACES@9'= 54' Q,p 'per �\ ,f,• • w 3 25.26' 3 •�•' 1 O a � LU c �I`-- 25' - BEGIN 2 8 8 ° ° .` '. 1 M c`''o 8 9' r .:.*T Revisions 8 co 4* • o 8 r 1.*. * * 1. • - - 15' l • _ 1 - .. Cb w - _ aiw { W 00 Uir `D �° I. ,• • 41 \ _ FUTURE 8 PAD r . . \ G' G G 1 - V • W FUTURE' � \ PAD\ . . ° A \ - - \ 14' \ s 11/16/202� a, 3"PIRR OF\OPT /� 3"PIRR .� \ \ - -NV1 - - - - - - - - - - - \� - - PIRR - \ �. 14' ' - - - -- - - - - - - - - - - - - - - - �- � - , -- - Plans Are A Public Street Date of 11/ / 20 (Na pa & eridia Irrig tion D trict) - - \ ° r0�• `'`'``` '`'`' Accepted For P Project No.: 119025 PART I - - � - - - - - - - - \ •'''•• ''•• \ 2131RR_� - - - - - - - - - - - - - - - - - 4 .` � s2o \ 3 P I' Construction Project Milestone: 1BidSet Milk atera rn -° , ,• ons 36"GIRR "GIRR 5 / \ \\ 36"GI R 3 ..GIRR \ � - ERR - •° °. ° / - /' . . o - �� ,; ,',' ••,', By stamping and signing the improvement plans,the Registered Engineer ensures the i4' \ 36"GI -3 PIRR ' '�'' GI p g Site & Materials Plan G"GIRR / ' ' - District that the plans conform to all District policies and standards. Variances or 36 GIRR " 36 GIRR ` ` ` �`+�RR`�` GIRR Parking Area Plan \ \ 36 GIRR R waivers must be specifically and previously approved by the District in writing. \ I / 36 GIRR GIRR Acceptance of the improvement plans by the District does not relieve the Registered s =d Site & Materials Plan Parkin Area Plan Engineer of these responsibilities. U= _ � U 20' 40' BY: DATE: _-- ADA COUNTY HIGHWAY DISTRICT C2 ■ 0 w� Horizontal Scale: 1" = 20' ��o DocuSign Envelope ID:2BD81298-BA1C-4D67-8F56-0512A5F1F4B0 Material Legend: OF, `; 0_0 THE LANDSCAPE AREA CONCRETE LAND SEE LANDSCAPE SIDEWALK DETAIL . PLAN SET L1.00 C2.50 SERIES 5/ ' GROUP ACHD ROADWAY ASPHALT PER DETAIL 1 SHEET C2.60 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701 6-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-701 R WV Keynotes: �O wv 1. EXISTING ELECTRICAL UTILITY- RETAIN AND PROTECT USTICK ROAD 2. EXISTING CONCRETE SIDEWALK/FLATWORK- RETAIN AND PROTECT 3. EXISTING ISLAND AND INTERSECTION CONCRETE CURB - RETAIN AND PROTECT 4. EXISTING LUMINAIRE- RETAIN AND PROTECT 11 BEGIN 15 3 5. EXISTING WATER UTILITY- RETAIN AND PROTECT OS 14 11 END 0 UJ 6. EXISTING SEWER UTILITY- RETAIN AND PROTECT 8 TYP. END 15 7. TRAFFIC SIGNAGE PER SIGNAGE AND STRIPING SHEET C20.00. MIJ 14 CZ15 BEGIN 14 14 8. TRAFFIC DELINEATION PAVEMENT MARKINGS PER ISPWC SPECIFICATIONS AND 1 8 TYP. 8 ACHD OR ITO SPECIFICATIONS. SEE SIGNAGE AND STRIPING SHEET C20.00. 4Z 9. PEDESTRIAN RAMP PER ISPWC SD-712-A AND ACHD SUPPLEMENTAL W sa so so so —UHV OAS TTIP —OHS OFt� ��P� unr — ___ 9.1. PEDESTRIAN RAMP PER ISPWC SD-712-C Q R/W ® 10. NOT USED. V R/W R/W R/Ir —R/W 7 WMrR R/W_ 11. ISLAND AND INTERSECTION CURB PER USTICK WIDENING SHEET C10.00. MATCH R/W R/W— 8 EXISTING PER KEYNOTE 3. NOT A PART REFER R/W— R/W— -R/W 3"PIRR 12. SEWER UTILITY PER ISPWC AND CITY OF MERIDIAN PUBLIC WORKS O TO THE VILLASPORT .., — 3 PIRR REQUIREMENTS. SEE UTILITY PLANS C5.00 SHEET SET SERIES FOR MORE v 3"PIRR 3'PIRR 3"PIRR INFORMATION. SITE MATERIALS 3"PIRR 14 13. WATER UTILITY PER ISPWC AND CITY OF MERIDIAN PUBLIC WORKS mime PLAN SHEETS NOT A PART - REFER — IRR SEE SHEET C2.20 REQUIREMENTS. SEE UTILITY PLANS C5.00 SHEET SET SERIES FOR MORE TO THE VILLASPORT SITE MATERIALS INFORMATION. 14. STORM DRAIN UTILITY PER ISPWC AND ACHD REQUIREMENTS C4.50 FOR MORE SITE MATERIALS PLAN SHEET INFORMATION. O O PLAN SHEETS I cc 15. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER TO O O O ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT REPAIRS. O ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE.ALL PAVEMENT ------------------ — _ --------------------- -- — ---------------------- MATCHES CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY - O ---------- APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY _ I TO MATCH THE EXISTING STREET PAVEMENT SECTION. Q 16. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLAT PER ISPWC SD-1132A. JBARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-IN WIDE cc REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 17. 4-FT CONCRETE VALLEY GUTTER PER ISPWC OR ACHD SUP SD-708. Q CD SEE SHEET C2.22 EP-Ep_ FEp 300 Y N CAJUN LN PLAN SHEET FOR GIRR `n LU U 0 CONTINUATION OF DRIVEWAY W y CZ Cn Cc w � M w NOTE: THIS IS A DUPLICATE LU00 - SHEET OF THE VILLASPORT p Revisions - - - _ — , w -� _ PROJECT. LIMITS ARE 1 CHANGED TO AREAS • .- - - - - - - - - - - -- - - - _ _ _'_ — UD CONSTRUCTED AS PART OF ® , M THE EAGLE COMMONS AT 44 ► '—"i — — — USTICK AND EAGLE PROJECT. - -, — — — EP QZ7 ♦ � \ sZpNAL E1V _ ` \ \\ M \ \ I ���\STE o G'✓' Z FUTURE \ I ?� I sT 11/16/2028 VILLASPORT - qTEoF '� ` � � � � � � � \OPT NOT A PART Ac" 4D 80 \ \ \ > Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 9L Ffc fNT Y ` c� Project Milestone: Bid Set 3 Q c eoV£� , , \ Construction Site & Materials Plan �r�e•� By stamping and signing the improvement plans,the Registered Engineer ensures the �E G i �' • \ \ 1/` \ \ \ �C District that the plans conform to all District policies and standards. Variances or Ustick Road g waivers must be specifically and previously approved by the District in writing. t Site & Materials Plan Ustick Road Engineer of h the improvement plans by the District does not relieve the Registered E� _ 0 20 40' Engineer of these responsibilities. �za BY: DATE: C211 _ Horizontal Scale: 1" = 20' �mt ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`41130 Material Legend: �: �i 1 T H E / - LANDSCAPE AREA CONCRFLATWETE PER CONCRETE � � LAND G G G G �� G G G G G G G G G G G G G G G G G G - • • • • • SEE LANDSCAPE DETAIL 5/C2.50& � / PLAN SET L1.00 o ISPWC SD-709 - - GROUP SERIES i HEAVY DUTY LIGHT DUTY I W HIV' � W W W W W W W W W W W W W W -cT-W W rW W W W W - \ ASPHALT PAVING o PER DETAIL 7AC2 50 PER DETAIL 0 2/C2.50 "' 4-IN DEPTH,3/4-IN MINUS GRAVEL TYPE B BASE COURSE OVER cq__cn -- -- �.D! �.;--g � �t 8-IN DEPTH STRUCTURAL TYPE A FILL COURSE (COMPACTED TO 95%DRY DENSITY PER ASTM D698 OVER COMPACTED SS SS SS SS ---- SS SS SS SS SS SS SS SS S ASS S SS SS Ss7i SS SUBGRADE 95%STANDARD PROCTOR. \\ `D o HEAVY DUTY ASPHALT PAVING PER DETAIL 3/C2.50 ANCHOR -\ '5 Ustick Road &2/C2.60 S01°05'59"W T _ T_ _ T to _ T T T T T T T T T T-41 45' T -T - 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701 ------ 0 6-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-701 R SD SD SD so SD- / so so SD SD SD SD SD so - - - - - - - - - - - - - - - - -UGP J1G� - - S89°23'16"E 264.39'=lP- - - �1 - - - - - - - - - - - - - - - - - - - +� ap W - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ GP 16Pvlw .CJ • ••WM • • • . • • . - - - - R/W- R/w- a r x pt` - - - - RR R/W R/W R/W - 5 W RR Keynotes: 0 1. FIRE HYDRANT SEE SHEET C5.00. 3"PIRR / 3"PIRR 3"PIRR DA D / 2. 6"VERTICAL CURB&GUTTER PER ISPWC SD-701 OR SD-701 R. \ (FORMERLY 5 8.01') 3. PEDESTRIAN RAMP PER ISPWC 712-A AND AND SUPPLEMENTAL \ 7 \ ' SPECIFICATIONS. \ 3.1. PEDESTRIAN RAMP PER ISPWC 712-C O 4. ACCESSIBLE PARKING-SEE DETAIL 6/C2.50. CZ 5. EXISTING WATER UTILITY-SEE SHEET C5.00. N 6. 3 CONCRETE VALLEY GUTTER PER DETAIL 4/C2.50. y NOT A � FU 7. WATER MAIN-SEE SHEET C5.00. PART 8. 6-IN VERTICAL CURB (NO GUTTER) PER ISPWC SD-701A. CD i - --- ., 9. SANITARY SEWER MAIN-SEE SHEET C5.20. 10. SANITARY SEWER MANHOLE-SEE SHEET C5.20. a \ 11. CONSTRUCT 14'WIDE CONCRETE SIDEWALK PER ITD STANDARD DRAWING 614-1. O \ _ y 12. NOT USED. � - - - - - � 13. TRASH ENCLOSURE PER DETAIL 1/C2.50, 1, 2, 3&4/C2.51. M 1 MTR \ 14. NOT USED O \ 15. EXISTING CURB AND GUTTER- RETAIN AND PROTECT. 36"GIRR 36"GIRR \ Q \ 36"GIRR � \ 36"GIRR ���R� w 16. NOT USED \ \ 1 17. NOT USED \ \\ 18. CONSTRUCT 5'WIDE CONCRETE SIDEWALK PER ACHD SUP SD-709. \ - - - - - - - - 2 - \- - - - - \ 19. CONSTRUCT 10'WIDE CONCRETE SIDEWALK PER ITD STANDARD DRAWING 614-1 mime - - - - - - - - - - - - 2 CD also Q \\ \\ I I2E 20. EXISTING SIDEWALK RETAIN AND PROTECT. CJ OCD \ \ a' `' ••�• 21. REMOVE AND DISPOSE OF ABANDONED HEADWALL AND PIPE. COORDINATE WITH Y \ \ � END 2 U NAMPA&MERIDIAN IRRIGATION DISTRICT AS REQUIRED. W �j o CO \ T 31 \ o 22. INSTALL VALLEY GUTTER PER ISPWC SD-708. ao N N - - •\ ; C=) . . Q c M . . . CD- ree.a.e.ee • • w Lo CD W � 22t \ II 22 7 \ IT \ w \ CD1 Revisions \\ I G5 711 1 � III I 3 co II I 9r , WAT `n SPIGOT 25' �\ M BEGIN 2 \ 8 cm LU LU '^, \ VV I 27' W LU \ \ \ I h \ VV 2 END ' NoNAL END 2 ° J 68 11/16/20N 1xx \ I I \ Project No.: 119025 Date of Issuance: 11/16/2020 \\\ I RT2 p1% \ I / Project Milestone: Bid Set v v I Site & Materials Plan v °54'o9"I�� �A - N Cajun Lane s =_ Site & Materials Plan=N Cajun Lane 0 20' 40' Horizontal Scale: 1" = 20' C2m22 ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 /�•� = T H E 201 0 � � LAND N — - GROUP 18, �, CLASS III PLANT MIX ASPHALT CONCRETE CLASS III PLANT MIX ASPHALT CONCRETE J PAVEMENT PER ISPWC SECTION 810 PAVEMENT PER ISPWC SECTION 810 2'-4" 6' 6' M - O O O O O O CRUSHED AGGREGATE FOR BASE-TYPE 1 ,r D O O O O O CRUSHED AGGREGATE FOR BASE-TYPE 1 (3/4"-MINUS) PER ISPWC SECTION 802 (3/4"-MINUS) PER ISPWC SECTION 802 Q Q Q Q 8-INCH MINUS UNCRUSHED Q Q Q Q 8-INCH MINUS UNCRUSHED AGGREGATE BASE PER ISPWC AGGREGATE BASE PER ISPWC SECTION 801 SECTION 801 r O T Oo Oo Oo Oo T Oo Oo Oo Oo PREPARED SUBGRADE, SEE NOTE 1 / / PREPARED SUBGRADE, SEE NOTE 1 BELOW. \\� \\/ \�\\ BELOW. 6"DIA. STEEL BOLLARD W FILLED WITH CONCRETE NOTE: mmi r NOTE: 1. PREPARED SUBGRADE SHALL CONFORM TO THE PAVEMENT SUBGRADE PREPARATION 1. PREPARED SUBGRADE SHALL CONFORM TO THE PAVEMENT SUBGRADE PREPARATION SECTION DESCRIBED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED a CONCRETE CONTROL SECTION DESCRIBED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED SPECIFICALLY FOR THIS PROJECT BY MTI (FILE NO. b181329g, SEPTEMBER 20, 2018). JOINTS, PER DETAIL 8/C2.50. SPECIFICALLY FOR THIS PROJECT BY MTI (FILE NO. b181329g, SEPTEMBER 20, 2018). W 8"CMU WALL Light Duty Asphalt Section H Scale: NTS Scale: NTS Duty Asphalt Section Z o a c� o _ Cz y = ASPHALT OR CONCRETE TO SAME ASPHALT OR CONCRETE TO SAME GRADE AS ADJACENT PAVING STEEL GATES GRADE AS ADJACENT PAVING BUILDING LINE, COLUMNS, CURBS, CONC. FOOTING, ETC. ` I I 3' 01 \; LEXPANSION ANT-POLYURETHANE SEALANT FS-TT-S-00227,TYPE II, NON-SAG / 1'-6" 1'-6" 01 8"THICK CONCRETE TYPE I-SELF LEVELING, CLASS A LIGHT BROOM FINISH O / \ JOINT y MATCH MATCH TOOLED SCORE JOINT / \ PAVEMENT PAVEMENT SLOPE SLOPE 1/2"RADIUS O °—� ° 4"DEPTH CONCRETE, (5" ° a ° ° ° O O O O O ° ° ° ° ° ° ° ° DEPTH IN ACHD R.O.W.) ° ° o / \ 14 ° O O O O O O O O O O O O° 4"CRUSHED AGGREGATE FOR ° ° ° ° o 0 0 0 0 0 0 0 0 0 0 o n °° ° ° o o Q / � /� T\j/� \�/ \� BASE-TYPE 1 (3/4"-MINU ° S) PER ISPWC SECTION 802 EDEN COMPACTED SUB GRADE also CJ O O Inc NOTE: U NOTE: 1. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH W — 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE 4"CRUSHED AGGREGATE FOR BASE-TYPE 1 OF WALK,AS SHOWN ON DRAWINGS. U FOUNDATIONS. (3/4"-MINUS) PER ISPWC SECTION 802 mmi C l._ w M a Lo CD Trash Enclosure - Top View 4 3-FT Concrete Valley Gutter 5 Standard Concrete Flatwork WM 22t 1 Scale: NTS Scale: NTS Scale: NTS 0 Revisions 1. BLUE BACKGROUND WITH 8"CONCRETE SLAB WITH FIBER MESH o "CAP TOP OF POST 12 WHITE SYMBOL AND REINFORCEMENT OR#5 @ 16"O.C. o LETTERING C/J M o REFER TO DETAIL LAYOUT PLANS FOR SPECIFIC T ° STALL LOCATIONS AND DIMENSIONS. J g TOOLED JOINTS, PER PLANS ° RESERVED °° = PARKING w ° 3/8"x 3-1/2"CADMIUM o 1"WHITE LETTERING WITH L o ADJACENT ASPHALT PAVING e ° ° ' ° PLATE HEX HEAD BOLT o ao "STATE DISABLED PARKING 6, z o WITH FLAT LOCK T PERMIT REQUIRED" W 1/4 WASHER AND NUT ° ° ° ° ° ° z Q° ° °d O 12"x 18"SIGN WITH INTERNATIONAL 100 z °° a° °° ° ° ° STALE gSABIED PARIONc ¢ ° ° ° CONTROL JOINT ° PERNIrREW1lED PROVIDE SIGN THAT IDENTIFIES LU SYMBOL OF ACCESS REFER TO `� ° ° ° G ° ° ° ° 0 O O O D 0 0 3/8" ALL VAN ACCESSIBLE STALLS, ACCESSIBLE PARKING SIGN DETAIL. LL, ° c ° ° °° ° a ° � SEALANT-POLYURETHANE SEALANT ° ° REFER TO PLANS FOR TYPICAL AT ALL ACCESSIBLE STALLS. INSTALL VAN LU z ° ° d O�O O O r FS TT-S-00227,TYPE II, NON-SAG AND o LOCATIONS ACCESSIBLE SIGN AS NOTED PER PLAN. a' o 0 0 o TYPE I-SELF LEVELING, CLASS A - VAN u� Q 0 �(, ¢ O 0 0 0 0 0 0 ° Od o `� ACCESSIBLE CONCRETE FLATWORK AS o 2 x 2 GALVANIZED PERFORATED �S%pNAL LN INTERNATIONAL SYMBOL OF ACCESS PAINTED ON "' f " ., ., ., rQ„ rQ, O O O O a ° SPECIFIED,WIDTH PER PLANS "' SIGN POST, PER SIGN POST AND G \ST PAVING, SYMBOL AND BORDER SHALL BE WHITE, �j/L ° BASE DETAIL, CENTERED ON BASE COURSE AS SPECIFIED ACCESSIBLE STALL INSIDE BORDER SHALL BE BLUE,AND AISLES o LOCATE PER PLANS 6 S SHALL BE WHITE \\\/ X\ COMPACTED SUBGRADE o ° ° ° a s 11/16/20OF 2� ACCESSIBLE PARKING STALL AND /Z \\\ \� \\\ \\\ \/ \%/ EXPANSION JOINT ° ° o ° ° ° ° ° ° ° J� ESW.G AISLE (TYP.) a 4"WIDE STALL \j\\/� CRUSHED AGGREGATE FOR BASE-TYPE 1 \ \\/%\j\\j\\% / o STRIPING,TYPICAL (3/4"-MINUS) PER ISPWC SECTION 802 \�\\�\\\/ ° o Project No.: 119025 PREPARED SUBGRADE / / \ ,��/\ o ° d,° Date of Issuance: 11/16/2020 a \\!\!\ice\\\ o ° Project Milestone: Bid Set 0 NOTE: ° o ° ° 1. ADD FIBER REINFORCEMENT AT STANDARD APPLICATION ° Details RATE OF 1.5 POUNDS PER CUBIC YARD OF CONCRETE. Site Details aid a Accessible Parking Layout Heavy Duty Concrete Paving Concrete Joints Accessible Parking Sign 789 2m5O Scale: NTS Scale: NTS Scale: NTS Scale: NTS ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 NOTE: CMU WALL CAP NN CMU WALL CAP 1. VERIFY LOCATION OF 4w THE UNDERGROUND (1) #5 REBARwiWA, 0 STRUCTURAL'B' DECK FULLY WELDED TO TUBE FRAME, UTILITIES PRIOR TO GROUT SOLID LAND PRIME COAT APPLIED-FINISH WITH PAINT. COLOR SELECTION DRILLING FOR . BY OWNER. CONCRETE (1) #5 REBAR GROUP FOUNDATIONS. (VERT.)AT 32" CMU WALL O.C. GROUT SOLID I 6" DEPTH CONCRETE SLAB 01 (1) #5 X CONT. I zo FINISH GRADE 4" DEPTH CRUSHED AGGREGATEBASE- TYPE 1 (3/4"MINUS) PER ISPWC SECTION ° 802 I I-1 I I—I 11-11 _ —_ N - III—III—III � I__—_—II -111-1 11-11 I I I—I I I—I 11— (2) #5 BARS CONT. =III=III I I I=1I11 II I I (2) #5 BAR W SWING LATCH CANE BOLT J 1111 NOTE: 6" DEPTH CRUSHED a 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE AGGREGATE BASE 8" 8" 8" W FOUNDATIONS. TYPE 1 (3/4"MINUS) PER ISPWC SECTION 2, 802 Q Trash Enclosure - Front Elevation Trash Enclosure - Section Z 1 Scale: NTS 2 Scale: NTS a c� o _ Cz y = a � 6" DIA. STEEL PIPE CONCRETE FILLED. O FINISH WITH PAINT-COLOR SELECTION ROUND CONCRETE CAP BY OWNER CAI 8"CMU 1„ 6„ 2-1/2"SQUARE X 3/16"THICK STEEL TUBE. FINISH WITH PAINT-COLOR O SELECTION BY OWNER. PAINT TWO COATS EXTERIOR ENAMEL-COLOR SELECTION Q BY OWNER — ° � o 6" DIA. STEEL PIPE CONCRETE FILLED d' CIO O also Cm Q CEMENT WASH SLOPED 1" r O O ABOVE PAVING 2 3� Y ROUND CONCRETE CAP C) 1 y� U)� o i 2-1/2"X 2-1/2"x 3/16"THICK STEEL 16"DIA. CONCRETE FOUNDATION 6"DIA. STEEL PIPE PLAN ANGLE, DIAGONAL BRACE w d CONCRETE FILLED EMBEDDED ° INTO CONCRETE FOOTING. (FOOTING � ° SIMILAR TO BOLLARD DETAIL) W C) co 22t FINISH GRADE 22 GAUGE CORRUGATED GALVANIZED 8"CMU WALL SHEET METAL SIDING. FINISH WITH PAINT 1 d -COLOR SELECTION BY OWNER. Revisions ° 14 1. ° ° I- II I ° I III I 2-1/2"SQUARE X 3/16"THICK STEEL 6"DEPTH CRUSHED AGGREGATE -III ° ° ° III III— E. BASE-TYPE 1 (3/4 MINUS) I I �,U�F.�tH WITH PAINT-COLOR OWNER. PER ISPWC SECTION 802BY ° III III- WELDED CONTINUOUS HINGE. FINISH WITH PAINT-COLOR SELECTION -III I L J I BY OWNER. \4 CID -III I 4 � .III III , NAL 68 ELEVATION sT11/16/\0 gTe OF J P 4�ES Project No.: 119025 Date of Issuance: 11/16/2020 3 NOTE: Project Milestone: Bid Set NOTE: 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE FOUNDATIONS. Details 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE FOUNDATIONS. Site Details s Iwo4 Trash Enclosure - Bollard Trash Enclosure - Gate Supports Scale: NTS Scale: NTS C2m51 ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 /�•� 0 = T H E L AND INSTALL ISLAND AND INTERSECTION CURB PER ACHD SUP SD-701 C PAINTED w TRAFFIC YELLOW. INSTALL 18"CANDLESTICKS AT EACH END AND APPROXIMATELY _ GROUP EVERY 20-FT O.C.ALONG CURB SEE SHEET C10.00 FOR LOCATION R/W VARIES SEE PLANS 6' S' 2' VARIES-SEE PLAN 2 LANDSCAPE AREA SIDEWALK MIN SAWCUT VARIES VARIES 2' EXISTING MIN VARIES VARIES ROAD 1.5- 1.75% 1 SIDEWALK 14'-16.25'SEE PLANS 14'-16.25'SEE PLANS 1' VARIES — 2 0% 0.4 ° � 1 16.25'- 15.5'SEE PLANS 16.25'-15.5'SEE PLANS 2' . ..: 2— — — — — — — — — — — — — — — — — ,,` vA9iFS 1�% ° VARIES% S VARIES /o 5"THICK CONCRETE SIDEWALK 0 0 0 0 0 0 o S 5-IN ASPHALT, SP-3, 0.50-IN (1/2") PER ACHD SUPP SD-709 MIX, PG 64-28 4"THICK CONCRETE SIDEWALK 4-IN OF 3/4" MINUS CRUSHED STANDARD 6"VERTICAL W CURB AND GUTTER PER STANDARD 6"VERTICAL 3-IN CLASS III PLANT MIX ASPHALT CONCRETE AGGREGATE BASE,TYPE 1 ACHD SUPP SD-701 CURB AND GUTTER PER PAVEMENT PER ISPWC SECTION 810 STANDARD 6"VERTICAL ACHD SUPP SD-701 16-IN OF 8-INCH MINUS UNCRUSHED CURB AND GUTTER PER 25-IN OF 6"MINUS UNCRUSHED 8-IN CRUSHED AGGREGATE FOR BASE-TYPE 1 (3/4"-MINUS) AGGREGATE BASE PER ISPWC SECTION 802 AGGREGATE BASE PER ISPWC SECTION 801 ACHD SUPP SD-701 COMPACTED SUBGRADE cc W 0 Typical Section Ustick Widening N. Cajun Lane - Typical Section Z 1 Ya g 2 , Ya Q � Scale: NTS Scale: NTS O Cz y = � O a � y O Z O O � 0 � 0 O � o c� o 0 W y Uo 7Cm wct a Lo � C)W O co 22t Revisions 1. t,5���STE 11/16/2028 JgTE OF \�P `DES Mr. G Project No.: 119025 3 Date of Issuance: 11/16/2020 Project Milestone: Bid Set Details Typical Section E -�� C2m6O DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`41130 Sheet Notes: N411 T i THE T T T T T T T T T T T - T T T T - T T T - _ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00 & �e-- ------------ -------- n - _ E. UstickRoad T T -T T T T��T T T C1.01. . LAND WE SD SD SD SD SD so � � 2. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. - GROUP / \ \ \ ~ 3. INDICATE TOP OF FINISHED SURFACE UNLESS NOTED OTHERWISE AS � - - - - - FOLLOWS: UGP - - UG OHP - - - - - - \ 3.A. FIG = FINISH GRADE FG:24.75 � -R - - o I �tGP - WMTR UGP FG:25.26 FG:25.32 ��H - - - - - - P 0A �P - �P - P \ ~OHP OHP 3.B. FF = FINISH FLOOR FG:25.52 � ---� UGp UGP UGP �� = FLOW LINE FG:25.79 FG:25.92 FG:26.14 FG:26.47 ct' MX: 26.39 c = MATCH EXISTING -- J' 3.C. FL t - - FG:25.34 _ I I - 3.D. MX FG:24.59 / FG:25.41 X-- - 3 \ / 3.E. RIM = RIM OF STRUCTURE FG:25.60 3"PIRR MX: 26.67 SS 3.F. TBC = TOP BACK OF CURB " 3"PIRR FG:26.22 3"PIRR 3"PIRR G G 3.G. GB = GRADE BREAK / FG:25.8 FG:-26 FG:26.56 FG:26.51 262 MX:26.81 IRR / _ FG:26.7 4 S 4. SLOPES SHALL NOT EXCEED 2%IN ANY DIRECTION ADJACENT TO THE BUILDING. FG:27.3 \ FG:27.19 5. REFER TO SHEET C3.50 DRAINAGE DETAILS AND SHEETS C5.00 AND C5.20 - IT FOR UTILITY DETAILS. CD cc 6. ASPHALT REPAIR ASSOCIATED WITH PROPOSED WET AND DRY UTILITY G R F TRENCHING AND INSTALLATION WITHIN EXISTING ASPHALT AREAS SHALL W M N MATCH EXISTING GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE cc l - 2 24 \ \ i II PATTERNS. �- I 7. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. a HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2%THERE ARE NO W 2i �6�5 5 I TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT RIM: 27.45 I EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2%IN ANY Q X I DIRECTION. SG 1 6 I 8. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS RIM: 24.08 SHALL BE SMOOTH AND CONTINUOUS. 1000-GAL. S&G TRAP � FG:24.51 RIM: 24.10 RIM: 24.77 � O RIM: 2623.28± RIM: 25.46 --2624 9. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SUMP: 2616.35 EP EP FG:27.45 F :27.20 I SLEEVES WITH RESPECTIVE CONTRACTORS. O IE IN: 2620.27, 12-IN PVC (W) EP EP � FG:25.28 RIM: 25.73 w RIM: 25.65 Q IE IN: 2620.27, 12-IN PVC (N) EP�EP � rP�EP 6 IE OUT: 2620.02, 12-IN HDPE (E) EP I 9 I 10. ADD 2600 FT TO ELEVATIONS SHOWN TO GET ACTUAL ELEVATION - RIM: 23.78 EP / EP RIM: 27.25 # 52-LF OF 12-IN PVC AT 0.50% s �-EP EP-E SG 2 O ~/ I Keynotes: FG:25.45 P FG:26.22 c� EP - CB 1 FG:23.65 \ EF1000 GAL. S&G TRAP s 30-IN DIA. CATCH BASIN 42 51 LF OF 12-IN PVC AT 0.51% RIM: 2624.84_ / 1. CONSTRUCT SEEPAGE BED A PER DETAIL ON SHEET C3.50 FG:23.53 FG:23.95 FG:24.69 FG:24.93 RIM: 25.32 _ �� SUMP: 2617.63 EP FG:26.20 RIM: 2623.22± "-' FG:23.75 � � o EP � SUMP: 23.22 9 FG:23.36 0 0 o FG:24.58 FG:25.06 IE IN: 2621.80, 12-IN PVC (N)( ) 2. CONSTRUCT SEEPAGE BED B PER DETAIL ON SHEET C3.50 j FG:23.88 IE OUT: 2621.30, 12-IN HDPE E RIM: 26.13 (E) FG:24.02 FG:25.19 i 3. CONSTRUCT SEEPAGE BED C PER DETAIL ON SHEET C3.50 E OUT: 2620.49, 12-IN PVC FG:23.90 �, 0 5 0 FG:25.05CL - - - % 48-LF OF 1 - I 2 RIM: 25.98 :27. a 49 2 IN FG.23.71 FG.27. G 00 - F OF 12-IN PVC AT 0. _ HDPE AT 0.00% � FUGB.24.14 G 5 �� 42, � � I 0 44 L �� bu 40-LF OF 12-IN PER 1-1 F.HDPE AT 0.00% FG:24.70 FG:25.31 0 4. INSTALL SAND AND GREASE TRAP PER DETAIL ON SHEET C3.50. FG:25.29 `� o � 24.18 FG:24.34 FG/G6:25.31 FG:25. \ 5. INSTALL MONITORING WELL PER DETAIL 3/C3.50. FG:23.73 G:24.18 FG:25.31 � \ � -- FG:23 F `` \ FG/GB:25.42 FG RIM: 25.17 49 FG:25.78 .71 FG:23.69 FG:23.36 34 5 FG:25.87 ( I 6. PIPE STUB FOR FUTURE STORM DRAIN CONNECTION FROM BUILDING PAD O FG:23.36 s RIM: 22.7 FL/GB: 23.27 1 FUGB: 23.63 FG:24 FG:24.49 FG:24.91 FG/GB:25.49 -4 FG:25.25 T C I CONSTRUCTION, CAP AND MARK END. 8 FG.22.77 0 LF OF12- cv LU FG.23.47 F .2 . IN FG.23.52 G 3 88 PE � � �� FG:25.33 FUGB:24. ° RF.HDPE AT 0. ° FG:27.14 G:26.97 I FG:23.61 FG:25.26 � 0.1/ � 00/ RIM: 22.71 _ FG:24.02 FG:24.70 F FG 25.28 F 82 GB: 26.40 FG.23.95 FG.25.27 FL/GB: 25.22 - - GB: 26.12 F RIM: FG:24.87 FG:24.98 � I G:22.62 \ RIM: 24.10 FG:25.05 FG:25.23 LU ►- FG:22.96 FG:25.19 �' /� FG:25.09 FG:25.82 � O LO FG:24.62 � T=a) - �.FG:23.23Q FG:22.55 FG:24.69 RIM: 25.32 FG:25.37 cc :M O O FG:24.55 _ _ ° - - - RIM: 3 FG:23.00 9 LF OF 12 IN HDPE AT 0.00% I s � pC RIM: _- _- _- G:25.47 FG:25.32 FG:25.69 1 1-11326.02 IM2540 V \ ,, III �- I I �W UY jFG:24.24 EP � \ FG:25.03 . o y FG:25.58 000 FG:25.03 FG:27.00 G:26.83 a FG:26.15 M GB: 2 FG:26.30 C �j FG:25.63 �o Q c 2625 FG:25.03 FG:25.70 FG:26.09 0 W w I FG:26.98 I z � -� RIM: 25.58 FG:25.88 FG:26.18 FG:25.79 F :26.81 W o _ I FG:25.96 - � 5.80 GB: �FG:2 2626 59&' M I I I 0 FG:25.76 5.96 - Revisions RIM: ---- do FG:25.79 FG:25.93 TBC/GB: 26.46 FG:25.96 RIM: 2\52 I II TBC/GB: 25.97 °C 20' RIM: 26.40 TBC/GB: 25.97 I �26.69 I M � , M N TBC/GB: 26.46 FG:26.86 N cfl cv Fob -- I FG. In cv `� C o O \ 3 F06.67 G ca O GB: 25.77 CL I ~ \ II \ \ \ 5 z _ I I CB 6-LF OF 12-IN HDPE AT 0.00% r O SG 3 INLET PER ISPWC SD-601 0 0 1000-GAL. S&G TRAP O \ \ RIM: 2624.08± (/ �U- RIM: 2624.58± I I ---- �co OQ SUMP: 2616.89 SUMP: 2620.21 Ci --________ 1 _ IE OUT: 2621.21, 12-IN PVC (E) IE IN: 2621.06, 12-IN PVC (W) 3"PIRR �� IE OUT: 2621.31, 12-IN PVC (W) FG:24.09 IE IN: 2621.06, 12-IN PVC (E) FG:25.67 I 3„pIR \ ----- -------- IE OUT: 2620.56, 12-IN HDPE (N) I F :25.49 \ - R - R FG:24.21 6 37-LF OF 12-IN PVC AT 0.50% I gNo SAL �`tC _ \ - 3"PIRR \ SD S 6 \ � � �7-LF OF 12-IN PVC AT-0.50% GB: 25.44 � I I 68 \ \ - - - - - - - - - �- - - - �� - - - - - - - - - - - -� - - o FG:24.29 FG:25.30 - -30-LF OF 12-IN PVC AT 0.50% _ I � \ \ FG: 4. - - - - \ 24.88 - - - - - - - - - - - - - - - - -- _ sT11/16/202cQ e• \ FG:24 59 - - - - - 3"P FG:24.67 3�"GIRR \� "GIRR �� � „ / ERR - W.��' \\ \ 36 GI R 3 "GIRR \ "G \ 6 GIRR 36"GIRR / 3" ��' \ I �- GIRR \ 36"GI � �� - - IX FG:24.50 \ \\ \ � 36 GIRR 36"GIRR 36"GIRR GIRR - IRR R - Plans Are Accepted For Public Street Project No.: 119025 / \ II Date of Issuance: 11/16/2020 P I� Construction Project Milestone: Bid Set OH \ \ -- - - - -- - - - - - -T - - - - - - - - - - - - - ,�ORP _ _ _ _ \ I II II N \ \ \ // - \ I - - - I I By stamping and signing the improvement plans,the Registered Engineer ensures the Site Grading & Drainage X O-M \ \ OHP District that the plans conform to all District policies and standards. Variances or \I ~ I waivers must be specifically and previously approved by the District in writing. Plan Acceptance of the improvement plans by the District does not relieve the Registered Site Grading & DrainagemPlan 0 20' 40' Engineer of these responsibilities. w BY: DATE: Horizontal Scale: 111 = 20' ADA COUNTY HIGHWAY DISTRICT C3mOO ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 Sheet Notes: bNN �,�_„ VARIES (6) - 18"x 24" KNOCKOUT PANELS 1. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL �/��' T H E SOLID WALL PVC PIPE. SEE PLANS (2X) 1 EACH SIDE NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF LAND EXTEND V INTO DRAIN ROCK. (4x) 2 EACH SIDE DRAINAGE FACILITY TO PROVIDE 3'MIN. CLEARANCE BETWEEN . GROUNDWATER AND THE BOTTOM OF THE POND. UNTIMELY GROUP qq�q oc Qc Qc Qc OOOOOO NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO 0 LU_ Q 8'-10-1/2" THE CONTRACTOR. U J •,•, •,•, o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 W � a z 8 3 2. BOTTOM OF SAND LAYER ELEVATION IS THE MINIMUM EXCAVATION. (PERFORATED STORM DRAIN PIPE � o NOTES: 5' AS SPECIFIED ON PLAN Q 12"PRE-MANUFACTURED PERFORATED 1. PROVIDE STANDARD MANHOLE FRAME, COVER AND MIN. N-12 ADS, PVC ASTM D 3034 PIPE OR RISER PER ISPWC SD-617. CONSTRUCT CONCRETE O O O O O O O O APPROVED EQUAL. 1/4"0 PERFORATIONS COLLAR PER ISPWC SD-616. AT 3"O.C. 6 ROWS OF PERFORATIONS EVENLY FINISH GRADE A A PLAN SPACED PER PIPE. SEE PLANS FOR INVERT. 2. COORDINATE WITH SITE GRADING AND DRAINAGE 12"MAXIMUM GRADE RINGS. IF 1 MIN. OVERLAP OR AS �� o PLAN FOR LOCATIONS OF GRATED INLETS. GREATER THAN 12" IS REQUIRED RECOMMENDED T USE AN RCP RISER. w z BY MANUFACTURER a w A z FINISH GRADE VARIES 0 O Groundwater Note: T AASHTO M288 CLASS 2 NON-WOVEN r TOP OF ROCK GEOTEXTILE ON SIDES AND TOP ONLY. � N 1. GROUND WATER DATA FOR THIS SITE IS BASED UPON MATERIALS O O NJ TESTING&INSPECTION FILE NUMBER B181329g DATED SEPTEMBER 20, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2"WASHED DRAIN ROCK > 2018 . GROUND WATER IS ESTIMATED TO BE BELOW 17-FT. INLET SIZE AND LOCATION VARY. (2) -24 0 HOLE THRU FOR MANHOLE 1 O O�O O�O�O�O� EXTEND BOTTOM OF SUMP 12" O O REFER TO DRAINAGE PLAN (TYP.ALL) ACCESS. SEE NOTES 1 AND 2 LU LU Q MIN. INTO FREE DRAINING SOILS w � -\\\ 0 0 0 0 0 0 0 0 � „ PLAN � 18 MIN. DEPTH ASTM ANDC-33 SAND (3) GREASE DTRAP \//\\ VARIES a LU BOTTOM OF ROCK SECTION A-A •° f • ° ° M 18" MIN. DEPTH ASTM NTS L) SEASONAL HIGH GROUNDWATER C-33 SAND IE OUT PER �o Z IE INPLANS T PERCOLATION RATE IN NATIVE PERR PLANS SOILS IS GREATER THAN 8"/HR '� 1 -811 &.) " NOTES: PROFILE _ ° O 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO TRENCHCD CONSTRUCTION AND SHALL VERIFY ALL MATERIALS, LOCATIONS LO AND SIZES. 2. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION •° FACILITY TO SEASONAL HIGH GROUND WATER OR BED ROCK SHALL T BE A MINIMUM OF 3'. CONTRACTOR SHALL NOTIFY THE DESIGNER ENGINEER IMMEDIATELY IF GROUNDWATER OR BEDROCK IS ENCOUNTERED WITHIN 3'OF THE BOTTOM DESIGN ELEVATION OF ANY INFILTRATION FACILITY. 3. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE 8'-10" IEEE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND SUMP ELEVATION PER PLANS 4 10 11 ENGINEER, CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO SECTION AA PROFILE y 0 ACHIEVE THE REQUIRED CRITERIA. Private Seepage Bed Oldcastle 1000 2 Gal. S/G Trap O :11 co Scale: NTS Scale: NTS Seepage Bed Information Table _ NO LENGTH WIDTH DEPTH SG TRAP TOP OF BOTTOM BOTTOM O Q ROCK OF ROCK OF SAND 0 0 A 42-FT 21-FT 10-FT SG 1 2622.02 2612.02 2610.52 Inc Y B 42-FT 21-FT 10-FT SG 2 2623.30 2613.30 2611.80 W U C 45-FT 20-FT 8-FT SG 3 2622.56 2614.56 2613.06 U WELL COVER. 8"0 WATERTIGHT GALVANIZED STEEL COVER AND °18" FINISH GRADE CANISTER ° WELL ° W c� PVC CAP, GASKETED (WATERTIGHT) CAP r a O �_ / W C) \ / ° A° °a° CONCRETE COLLAR, CLASS ° ^ o 3000 (ISPWC 703) PLAN VIEW NO. 12 AWG. GALVANIZED CONCRETE COLLAR IN NON-TRAFFIC AREAS 0 1 Revisions FINDER WIRE o ~ p / 6"0 PVC d \ qq Q N° O° m %\ (ASTM D-3034 SDR 35) \\ \ 4 WELL CD CD �\ \m a � / THREE 6"0 COILS °�G �nP „U o \\ /\ 2 STAINLESS STEEL HOSE CLAMPS a °C \\/ / AT 3"SPACING. SECURE PLAN VIEW GEOTEXTILE IN PLACE )An 71 CONCRETE COLLAR IN TRAFFIC AREAS cli \\/ ASTM C-33 FILTER SAND 24" + ° 0WRAP PORTION OF PIPE IN SAND WITH 1- 0 o GEOTEXTILE (TYPE 1 PER ISPWC SECTION 2060) (2) #4 REBAR 0 6"0 PERFORATE PIPE HOOPS WITH (ASTM D-3035 SDR 35 WITH 6 3/8"0 #4 VERTICALS HOLES SPACED 3"D.C. SECTION �SZONAL CONCRETE COLLAR Ly,N ° 3/4"-MINUS, 1.5"-2" DRAIN NOTE: 5�0\STE FO G'l r ° ROCK, OR ASTM C-33 FILTER 1. CONTRACTOR SHALL NOTIFY THE SAND ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE s, 11/16/2028 9TE PVC END CAP, SOLVENT WELD OR BOTTOM DESIGN ELEVATION FOR ANY \ 12" pP GASKETED (WATERTIGHT) INFILTRATION FACILITY J� �F 'SW.G Monitoring Well 3 Project No.: 119025 Scale: NTS Date of Issuance: 11/16/2020 Project Milestone: Bid Set Site Grading & Drainage Details s c E �E z C & 50 DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO j 0- T H E STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN L AND STANDARDS, IDAHO DEPARTMENT OF TRANSPORTATION AND ADA COUNTY W HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR . G R 0 UP I WRITTEN APPROVAL. i G G G :9 G G ,� j / G G G G G G G G G G G G G G G G G G G G G G G G G G 2 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, � ' CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE W W iW i W W W W W W W W W W A-t-i&- Wd W W W W W —W W PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE —2 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED 12+00 13+00 AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL CD W � 9+00 10+00 , , 11+00 UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY So— en D COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF bu EG: 2625.23 EG: 2625.38 EG: 2625.45 EG: 2625.68 EG:2625.93 ' — _ _ EG:2626.14 EG: 2626.33 EG:2626.57 EG: 2626.80 48-HOURS PRIOR TO DIGGING. *C_0S SS S SS --- SS — SS SS SS SS SS SS SS SS SS SS SS $S — _ SS SS SS SS SS SS SS 3. COMPLY WITH ALL NOTES ON SHEET C1.00 — — `P1P 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE \ _ _ CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. T T T T T T T T T v — T T T T T 'T T T T T T T 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS I ` SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN UJ sa SD SD SD SO 8.4%, —SD so PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE \ NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. BHP — _ BHP OHP� S GP UG SOHP 5 — — - - - - - - - - - - - Keynotes: �O Q W FG:2624.73 FG:2625.04 — — FG:2625.27 — — r 'C ��'" S — — s — — FG:2625.54 — — — = _UGP_ _ _ — UGP —DG� — �G� UGh UGp — P \ ~)HP 1. CONSTRUCT 5'WIDE CONCRETE SIDEWALK, 5 SCORE PATTERN (TYP) PER ACHD a�000 � _ 3"PI FG:2625.72 FG:2625.91 FG:2626.10 FG:2626.29 \ FG:2626.48 SUP SD-709 EP 3 L PIRR ---- _ A O 3"PIRR -- "PIRR — 3"PIRR 3"PIRR 3"PIRR S S IRR / S CJ ANN T CZ I I I SSMH I RIM:2626.94' \ w I I \ lime Cr I ` I IE(N)12"PVC.2605.43' IE^A„ 3^81 IJ r,I�I R O O Roadwa -Ustick Sidewalk 2°' 4°' Y E Horizontal Scale: 1" = 20' y O Z O O � 0 O O � o CJ o cc CD Ie y Uo CZ w a Lo � °W ° O o 22t Revisions 1. 68 s 11/16/202�Q JgTe OF\�P� Proj Plans Are Accepted For Public Street Date eofIssct u 112020 Date of Issuance: 11/16/2020 Construction Project Milestone: Bid Set By stamping and signing the improvement plans,the Registered Engineer ensures the Roadway District that the plans conform to all District policies and standards. Variances or Ustick Sidewalk 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. �E z 1 w o BY: DATE: ■ ADA COUNTY HIGHWAY DISTRICT C4l 1 ��o DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO =/ T HE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN LAN D STANDARDS, IDAHO DEPARTMENT OF TRANSPORTATION AND ADA COUNTY . HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR . GROUP WRITTEN APPROVAL. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF r EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY Ustick Road COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF - M HP Rnn� OHP ��� Oh��-� no 48-HOURS PRIOR TO DIGGING. „/ ��,� _R/W- --R/4. RAN fifW -R/W— ' OHP OHP OHP OHP 9C 3. COMPLY WITH ALL NOTES ON SHEET C1.00 _ _ _ _ _ _ _ _ � OHP H� - - - - - �- - - HP ---� OHP OHP OH 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION U= OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE C) CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. �N cc�O 00 + 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS 00 SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN UJ a PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE J ----- NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. Cz o� 7 FL: 2623.65 Keynotes: cc N FG:2624.18 FL: 2624.11 FG:2624.70 W 0 7.1% 7 FG:2624.75 1. CONSTRUCT 5'WIDE CONCRETE SIDEWALK, 5 SCORE PATTERN (TYP) PER ACHD "' - - - - SUP SD-709 Q o _ 0 00 000 8.0% o000 5' cob' 0000 \ 0000 o� o o—o _ �Qo 0 0 000 ; Z Q5 + 0�5.1% FL: 2623.67 FL: 2624.08 000 0 00 0000 Nf` OO••� 0000 U Q CIO _ 6.9% FG:2624.77 NOW FG:2624.25 �6 - - - - - - - - - _ _ _ _ _ R30, _ _ _ O R/W R � --- -- ACPS CM) ANN FG:2624.36 � ��� CL) - TBC:26 .40 STA: 500+67.32, OFF: .521 EP EP EP EP sO = I EP EP- a \ cc o= J O � Z O 0 TBC: 2624.24 STA: 500+79.22, OFF: 15.55'R Ustick & Cajun Lane ADA Ramp Details cm 1 Scale: 1"=5' O 0 o W y � o J n C3 =) 70 cc w 44 W00 CD coM Revisions 1. NOTE: THIS IS A DUPLICATE SHEET OF THE VILLASPORT PROJECT. LIMITS ARE CHANGED TO AREAS CONSTRUCTED AS PART OF THE EAGLE COMMONS AT �'��F, E �C. G'1' USTICK AND EAGLE PROJECT. G ST 0 11/16/2028 `I�TE OF `DES W.Proj G Plans Are Accepted For Public Street Date eofIssct u 112020 Date of Issuance: 11/16/2020 Construction Project Milestone: Bid Set 3 By stamping and signing the improvement plans,the Registered Engineer ensures the Roadway District that the plans conform to all District policies and standards. Variances or Ustick Sidewalk Details 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 EEngineer of these responsibilities. a BY: DATE: ■ ADA COUNTY HIGHWAY DISTRICT DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 Sheet Notes: N - � - T H E _ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO �W /I AO i STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, � 0- o / IDAHO DEPARTMENT OF TRANSPORTATION AND ADA COUNTY HIGHWAY DISTRICT LAND o MATCH EXISTING ISLAN AND INTERSECTION CURB C/ STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. . USE CAUTION Ustick Road m 2625 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATEddmfti� G R 0 U P FIBER OPTIC LINE, CONTRACTOR WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 W W W W W W W � - W W STA: 7+06.86� W W1117.43 6 W W W -W W W W W W W W W W REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL SHALL COORDINATE ANY OFF: 7.92'L STA: 850L DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. DISRUPTIONS WITH ACHD. SEE cn LF OFF: 9.50'L �� THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 262� KEYNOTE 9 EG:2625.38 WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND 6+00 7+00 EG:2624.85 8+00 "' 9+00 EG:2625.41 10+00 PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE - ` UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF EG:2623.87 EG:2624.12 EG:2624.28 EG:2624.43 EG:2625.30 48 HOURS PRIOR TO DIGGING. EG:2624.62 EG:2624.92 3. COMPLY WITH ALL NOTES ON SHEET C1.00 SS SS SS SS SS S) SS SS SS S SS SS SS SS S� S SS SS SS � SS SS S�- SS SS SS 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE \ \ 88-LF OF 12-IN PVC AT 0.37%- ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER 7 59-LF OF 12-IN o I MX:2624.67± SECTIONS 305 AND 306 OF THE ISPWC. PVC AT 1.39% "' -- 7 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF N 10 LF OF 12-IN PVC AT 0.43% a MX:2624.25± 1 2 CR T ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL rn MX:2623.96± o MX:2624.27_ - MX:2623.77± - T T T MX:2624.85- cc TSDMH 1 T T T _ T T T T T T 11 - - NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE MX:2623.55± -------- ------ - ---- - - -IN PVC AT 0 41/° THE MAXIMUM SLOPES 6 LFOF12 ° o SD (i -- SDMH 5 EXISTING S o Mx:2623.87_ � SDMH 3 13-LF OF 12-IN PVC AT 0.40% o S � �_ EG:2623.73 0.5% SD SDMH 2 SD 0.4%- FG:2624.01 0.5% N D s -SD - --�D - SD SD SI, 67-LF OF 12-IN PVC AT 0.93% 0 - /�,y �, - N __SDMH 6 Keynotes: # iP FG:2623.80 P HP OHP Inlr 0.4% M M M _ _ _ _ HP 10 LU 0.4% 2 4 ~o ¢ 10 �H ---_ OHP - --- _ � - - 1. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER TO ISPWC --- ---- -� - Q100=0.16 CFS 10 10 0 U �� CB 2 OHP SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT REPAIRS.ALL REMOVED R7W �i/W �'/� o 0 0� - - - - - - - -> MT" Q100=1.46 CFS 01 M M Q25-0.12 CFS �, a � m ASPHALT SHALL BE DISPOSED OF OFF-SITE. CONSTRUCT ALL PAVEMENT MATCHES - - 8 _a, oc _ -Q25=1.05 CFS - - - - - - - -2623- _ �. O� STA:7+16.57, OFF:49.60'R - - - _ o oQo - zr - - �� o- C\, CIL N INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS WITHIN ACHD c' � TBC: 2623.80 _ - oe _ o N o� o•e. � � ri 0 CZ 0 o �- m I + � RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE M rn o � N ti R �'fW R/W - N FG:2624.36 2624 - 4 0 0 U_ FOLLOWING: CC C o C6 co co C)o+ °N - - E - 6; FG:2624.26 a� N o • - - E CV o o o N r` PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP 3, 0 5 INCH (1/2") MIX, PG 64 28 FIV W - -------------- co o o,� N Co N M N `9 0 1 1 CB 1 B 4 SD H 4 coM EP -N v o INCHES (5")THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 25" OF 6" MINUS PIT .. .. _ fD +_________ N C c�¢ N� N ° M 0.35CFS o o N0 m + N°" RUN. 100=0.28 CFS N o m + C- - �a - � '�C =.025 CFS co Co 0 5 "¢ `"6' COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE _ .. coo C2.60 rn Q25=0.2 S o� �Cn m� c�¢ m a co + N N 0 R/ W m SP-3, 0.50 INCH (1/2") MIX, PG-64-28 THREE INCHES (3")THICK,AS A MINIMUM WITH i ; N co m + m + - STA: 8+46.65, OFF: 67.69'R Z T` N r` N r_ 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN. \ F'a TBC: 2624.40 m m� CB 2q • USE WHICHEVER PAVEMENT SECTION IS GREATER.ASPHALT PAVEMENT REPAIR ~Cl) '-"'\ SHALL CONFORM TO ACHD POLICY AND ISPWC STANDARDS FOR STREET REPAIRS 14 Q25=0.18 CFS STA: 8+15.29, OFF: 78.81'R Q0.1025 CFS PER SD-303.TBC: 2624.24 17-LF OF 12-IN PVC AT 0.40% 2. CONSTRUCT 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701. O \ N. Cajun Lane (Private) N 3. CONSTRUCT 5'WIDE CONCRETE SIDEWALK, 5 SCORE PATTERN (TYP) PER ACHD SUP O See Sheet C4. 4. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ACHD SUP SD-712A WITH TRUNCATED CZ RoadwaymUstick Widening 60 for Details 0 20' 40' DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED Horizontal Scale: 1" = 20' 5. INSTALL R1-1 (36"06") STOP SIGN y 6. INSTALL ISLAND AND INTERSECTION CURB PER ACHD SUP SD-701C PAINTED TRAFFIC YELLOW. INSTALL 18"CANDLESTICKS AT EACH END AND APPROXIMATELY EVERY 20-FT O.C.ALONG CURB 7. REMOVE AND DISPOSE OF EXISTING STORM DRAIN CATCH BASIN AND RELATED ITEMS, Immm REMOVE PIPE UPSTREAM OF EXISTING CATCH BASIN TO NEAREST PIPE BELL. CONNECT TO EXISTING PIPE AT THIS LOCATION (LOCATION SHOWN IS APPROXIMATE NO PIPE COUPLERS ALLOWED IN ACHD R.O.W.) O 2632 2632 8. SEE SITE PLANS FOR WATER LINE CONNECTION AND MAINLINE EXTENSION CAUSTICM Sta. 5+:10 - 10+00 9. INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS HORIZONTAL SCALE: 1 = 20' WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10PM AND Z SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5AM. THE CONTRACTOR O VERTICAL SCALE: 1 = 21 SHALL PROVIDE A MINIMUM TWO (2)WEEK NOTICE PRIOR TO THE START OF ANY WORK m THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW. DEPENDING ON THE IMPACT TO THE 2630 N 2630 DISTRICT OR PARTNERING AGENCIES,ACHD RESERVES THE RIGHT TO MODIFY THE Q m m o REQUESTED DATES FOR THE SCHEDULED OUTAGE. CONTACT BRIAN FROBERG AT cl- °C a' � 208-941-9132 OR BRIAN THIES AT 208-484-3926 TO SCHEDULE WORK. m ~ 0 ~ ao oo m N w m o �_ 0 10. PRESERVE AND PROTECT EXISTING UNDERGROUND ELECTRICAL UTILITY DURING o ~ CONSTRUCTION. CONTRACTOR SHALL RELOCATE SAID UTILITY,AS REQUIRED,TO ALLOW COCY) OM N m L1') LL LPL CV � N OEDEN o ~ LL o m � N o � o N + C\J FOR INSTALLATION OF STORM DRAIN UTILITIES.THE CONTRACTOR SHALL COORDINATE L:L co L : LL ILL o LO W co N N 2628 0 � � 0 6, o 0 0 o rn a; o N N � J rn w 2628 WITH UTILITY AUTHORITY HAVING JURISDICTION. 00 0 M o4 coL6 � N Lu QU70 N 0 m N ,� �; N �, + ¢ c, m 11. PRESERVE AND PROTECT EXISTING WATER MAIN (SHOWN APPROXIMATELY). CONTRACTOR O CZ CD `\ ° � + co � � CO o + co J ¢ `�' ~ SHALL RELOCATE SAID MAIN,AS REQUIRED,TO ALLOW FOR INSTALLATION OF STORM w co w + J Co , + J w , a m DRAIN UTILITIES.ALL UTILITY CROSSINGS TO CONFORM WITH SEPARATION REQUIREMENTS Y a L) CIO LU a U w Q � m "' DEFINED IN THE ISPWC. SEE WATER NOTES ON SHEET C1.00 FOR MORE INFORMATION. y U o H m H m Q Q U m Cn H N � "' ~ ¢ " "' ~ ; � = "' ~ EXISTING 2626 N ~ GROUND AT 2626 STA: 6+04.36, OFF: 36.08, CENTERLINE _ _--- -_ _-- --- M = TBC EL: 2623.93 ------- ----- 0. 0% Drainage Structures: a w L_ R _ ----- - ------ ------- 0.70% �� C) UJ � i 2624 ---- -- -- ° -- � 0� 0.40° 0.40% r.4o% �� PROPOSED TOP 2624 STRUCTURE STRUCTURE CONNECTED co BACK OF CURB RT DETAILS PIPES PROPOSED TOP SDMH 6 Revisions ---- BACK OF CURB FIT 17-LF OF 12-IN PVC AT 0.40% MANHOLE PER ISPWC SD-611 INLET PER ACHD SUP SD-601 1. STA:9+17.63, 36.73 R CB 1 RIM: 2623.26 IE OUT: 2620.24 (N), 12-IN PVC CB 1 B RIM: 2625.53± SUMP: 2619.24 2622 INLET PER ACHD SUP SD-601 88-LF OF 12-IN PVC AT 0.37% SUMP: 2619.75 2622IE IN: 2620.75, 12-IN PVC (S) INLET PER ACHD SUP SD-601 SDMH 1 STA: 7+60.01, 49.35'R IE IN: 2621.32, 12-IN PVC (W) SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A 67-LF OF 12-IN PVC AT 0.93% 59-LF OF 12-IN pVC AT 1.39% RIM: 2623.48± CB 1A RIM: 2623.35 IE OUT: 2620.85 (N), 12 IN PVC IE OUT: 2620.75, 12-IN PVC (N) SUMP: 2619.85 STA: 6+33.59, 33.351R SUMP: 2620.07 � � 11 RIM: 2623.49± IE OUT: 2621.07, 12-IN PVC (N) _�_r 10-IN PVC CROSSING INLET PER ACHD SUP SD-601 2620 SUMP: 2619.83 t EXISTING WATER 2620 CB 1 B RIM: 2623.48 IE OUT: 2621.07 (N), 12-IN PVC IE IN: 2620.83, 12-IN PVC (S) CB 2A SUMP: 2620.07 IE OUT: 2620.83, 12-IN PVC (E) INLET PER ACHD SUP SD-601 SDMH 3 STA: 8+45.70, 71.91'R INLET PER ACHD SUP SD-601 CB 1A SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A RIM: 2624.35± CB 2 CB 2 RIM: 2624.65 IE OUT: 2620.77 (N), 12-IN PVC INLET PER ACHD SUP SD-601 STA: 7+60.13, 36.77'R IE OUT: 2621.85, 12-IN PVC (W) INLET PER ACHD SUP SD-601 SUMP: 2619.77 STA: 6+33.20, 38.08'R CB 1 RIM: 2623.97± 2618 STA: 9+17.82, 42.26'R 2618 INLET PER ACHD SUP SD-601 RIM: 2623.35± INLET PER ACHD SUP SD-601 SUMP: 2620.02 SDMH 5 RIM: 2624.65± CB 2A RIM: 2624.35 IE OUT: 2621.85 (W), 12-IN PVC SUMP: 2619.85 SDMH 2 STA: 6+99.62,46.84'R IE IN: 2621.02, 12-IN PVC (S) SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A IE OUT: 2620.77, 12-IN PVC (N) SUMP: 2620.85 IE OUT: 2620.85, 12-IN PVC (N) SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A RIM: 2623.26± IE OUT: 2621.02, 12-IN PVC (W) STA: LOW M 9, 37.21'R STA: 7+RIM: 2 36.59'R SUMP: 2619.24 SDMH 4 RIM: 2624.42± SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A ZONAL Ly, RIM: 2623.68± IE OUT: 2620.24, 12-IN PVC (N) IE IN: 2620.83 (S), 12-IN PVC gs N� 2616 SUMP: 2619.20 SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A SUMP: 2620.65 SDMH 1 RIM: 2623.49 IE OUT: 2620.83 (E), 12-IN PVC �F,G�STE FO r IE IN: 2620.20, 12-IN PVC (S) STA: 8+29.03, 71.44'R IE IN: 2621.65, 12-IN PVC (S) 2616 SUMP: 2619.83 IE IN: 2620.20, 12-IN PVC (W) RIM: 2624.16± IE OUT: 2621.65, 12-IN PVC (E) SUMP: 2620.78 SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A IE IN: 2620.20 (S), 12-IN PVC IE IN: 2620.20, 12 IN PVC (E) EXISTING G IOUND ELEVATION AT CENTERLINE IE IN: 2621.78, 12-IN PVC (E) SDMH 2 RIM: 2623.68 IE IN: 2620.20 (W), 12-IN PVC s, 11/16/2028 IE OUT: 2621.78, 12 IN PVC (N) SUMP: 2619.20 IE IN: 2620.20 (E), 12-IN PVC J�TE OF \0p 2614 2614 SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A IE IN: 2621.02 (S), 12-IN PVC DES W G r- o 0 o r o N o M N Ln co m N r` 0 0 0 o rn o r N co co 0 o co LL, o Co 0 ,� 0 SDMH 3 RIM: 2623.97 0 o N co � LO co ti o0 0 o o N M M Ln m IE OUT: 2621.02 (W), 12-IN PVC CO Cn co � � � : � L6 LO L6 LO L6 LO Lri LO L6 LO L6 � L6 � L6 � L6 LO L6 SUMP: 2620.02 Cn CD CO � Cm CD CD CD Cm CD Cm CD � cc � cc CIO co CM � CD � � CD CD CD � � � � � � � � CO CO � � � � � � � � � � co Project No.: 119025 = Cm N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N SHALLOW MANHOLE TYPE 1 PER ISPWC SD-615A Date of Issuance: 11/16/2020 IE IN: 2621.78 (E), 12-IN PVC 5+50 6+00 7+00 8+00 9+00 10+00 SDMH 4 RIM: 2624.16 IE OUT: 2621.78 (N), 12-IN PVC Project Milestone: Bid Set SUMP: 2620.78 Roadway SHALLOW MANHOLE TYPE I PER ISPWC SD-615A IE IN: 2621.65 (S), 12-IN PVC Ustick Widening NOTE: THIS IS A DUPLICATE SHEET OF THE VILLASPORT PROJECT. LIMITS E SDMH 5 RIM: 2624.42 SUMP: 2620.65 IE OUT: 2621.65 (E), 12-IN PVC =a ARE CHANGED TO AREAS CONSTRUCTED AS PART OF THE EAGLE MANHOLE PER ISPWC SD-611 IE IN: 2620.75 (S), 12-IN PVC SDMH 6 RIM: 2625.53 IE IN: 2621.32 (W), 12-IN PVC C4m5O --- COMMONS AT USTICK AND EAGLE PROJECT. SUMP: 2619.75 IEOUT: 2620.75 (N), 12INPVC DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 N _ - , ; X� I \� i Sheet Notes: ..� �,�_,,, I - . THE I o STA: 502+14.55, OFF: 28.50'Ln I r - - - I I \ `r ----- 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO r� w- �- I � w TBC: 2623.76 I I STA: 502+45.55, OFF: 28.50'L I `� �' STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN TBC: 2623.50 � N ! C� - I / xI STANDARDS, IDAHO DEPARTMENT OF TRANSPORTATION AND ADA COUNTY AND _ - �, - C o C a'o 00 o o J �n J -� I I w `P� I \ ' HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR • M MX:2624 67± co 2624 O C')O C j O M O M O M O CT J M J CD_J �y C41N N C6 0 .O O - CV - . S GROUP �* I / I o \ WRITTEN APPROVAL. ° 2 U� N� N� Nr cO o� o�� N� �• No Coo t' �� ■ \ EG:2625.30 I 2.1/o p m o LL ,.:� LL `�'- `� N T cn I I CD v co 6'� k �( _ F- - mo mo mo c0�-d3 "�13 c�� I cc `V� �,l N� N� �s6' x M- o m o �'" I X \ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN M _ _ �o mo �o I I mo U_ s �� �, r; rn o F- M o " �` Q APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CD Lfi + + c0 O I I I C!7 C �'C5 I--Ln �� I jjx V`1 + O + O cp T O o + o C� + C) r_ > ;5 I / CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE SS SS SS Cn ' '- I Q�'' o CB 2A + 0 0 0 0 + I I o N M `r 6' I I �' W /t 0_'j PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF o + o N O a + I c� _ Q a o I N o - � Q100 0.025 � � � a � o c,, � ,,- �, EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE aovo,o Q25=0.18 CF a "' "' "' Cn Q I 6 I `" o I SO4��� FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED _ _\ I Oeesava 7-LF 0"'2-IN PVC T 0.40% Cn'- Cn `" "' AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL Cn i` UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY - NO A PART \ COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF SDMH 5 4 I \ 48-HOURS PRIOR TO DIGGING. I------ - \ 500+00 N 1 501+00 �, ® xl ,�/� 3. COMPLY WITH ALL NOTES ON SHEET C1.00 �� C0 m N Cajun L ne (private)_ �� N 502+0 503+00 co \ j 34-LF OF 12-IN PVC AT 0.40% °° 2 T ' + I --�- - 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE F CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Cn SDMH 4 END N CAJUN LANE C* USTICK ROAD WIDENING I - CONSTRUCTION THIS \ 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS W - 36"GI R - SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN SEE SHEET C4.50 FOR I o�\o Lq o p� �� Cr CD PROJECT \ NO TOLERANCES PEDESTRIAN MPS SHALL NOT EXCEED 1:12 SLOPE IN ALLOWED ABOVE THE MAXIMUM SLOPES. DIRECTION.THERE ARE CO) moi DETAILS I r � `� Tca _ 0 2 0 0 0 0 \ 4 v r o 71: o o r LL EG:2624.92 Rap FG:2624.36 0 " ` o � Ci2.60 � __-_ LI CD - - - - - - - \ Keynotes: �O Q .27± I � M 00 0 N o 0 0 o o r` I W p .9% N I_ O)N c0 7t CO U-)00 O r-O M p CD CO CD 13-LF OF 12-IN PVC AT 40% � + _+ M_+ �; + + C6 + �N N o o `\i T / \ 1. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER TO N N T M + M + C\J o co 6'°° ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT REPAIRS. Cn CONO O COO COO N'- NN NN NN NN N + N + NM N O N Lf) N L!) N Lf) N N O CD O CD O co O CO Np � N� v '' M m Q v Q r' `v"' ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE.ALL PAVEMENT 0°~ ¢ a "¢ "a "Q `'¢ Q L)Q o / \ MATCHES CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY I °° �� �� Z �Cn cCnn �°i �°i �� �� �� �� w� ~ I I APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY SDMH 3 STA: 503+08.45, OFF: 3 .34'R \ TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: N • PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 0.5 INCH (1/2") MIX, PG I B 1 B TBC: 2 23.36 � / \ 64-28. FIVE INCHES (5")THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 100=0. 8 CFS / 25" OF 6" MINUS PIT RUN. O EG:2624.85 25=0.2 CFS / \ • COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (1/2") MIX, PG-64-28 THREE INCHES (3")THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN. 0 20' 40' • USE WHICHEVER PAVEMENT SECTION IS GREATER.ASPHALT PAVEMENT Roadway-NCajun Lane (Private) REPAIR SHALL CONFORM TO ACHD POLICY AND ISPWC STANDARDS FOR IIIIII� Horizontal Scale: 1" = 20' STREET REPAIRS PER SD-303. y 2. CONSTRUCT 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701. 3. CONSTRUCT 5'WIDE CONCRETE SIDEWALK, 5 SCORE PATTERN (TYP) PER ACHD IEEE SUP SD-709 cc 4. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ACHD SUP SD-712A WITH O TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED 2632 2632 5. INSTALL R1-1 (36"x36") STOP SIGN O CAJUN LANE CONN: Sta. 500+00 - 503+80 HORIZONTAL SCALE: 1" = 20' 6. VALLEY GUTTER PER ACHD SUP SD-708. Q VERTICAL SCALE: 1" = 2' 2630 2630 G � o C O Q 0 cc Ie M W 2628 2628 co y ; o + c~� C� Q co N W CDw co 0 2626 0 2626 W o � � o N Q co + _ Cn N p CDQ M J L" OR Revisions 1 PROPOSED GRADE AT CENTERLINE w 1 Cn N 2624 - _--_ -o.78°r CD w 2624 ------___ STA: 502+40 STA: 502+60 EXISTING GROUND AT CENTERLINE RIGHT EDGE OF PAVEMENT --_ 2622 _ ----------------- -------- - -------- 2622 __ NOTE: THIS IS A DUPLICATE SHEET OF 20'RIGHT __ EDGE OF - PAVEMENT THE VILLASPORT PROJECT. LIMITS ARE 2620 SUPER TRANSITION % O ° 2620 CHANGED TO AREAS CONSTRUCTED AS PART OF THE EAGLE COMMONS AT 2618 2618 USTICK AND EAGLE PROJECT. �SZpNAL �N ��G\STE EXISTING GROUND ELEVATION AT CENTERLINE PROPOSED GROUND ELEVATION AT CENTERLINE 1 F 11/16/2028 2616 2616 'qTE OF \oP r r O 'T O co � N co O O O O r O O O CD eT ti Ln C,.) N O O Ln CT Ln ti LO Ln co � M N O r ~ CT M 00 O CD ti � N O c'� c0 co ti LO C.O �i Ln co M M M co M M N N N W.G N N N N N N M N M N M N M N M N M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CO CO CO CD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO N N N CO N O N O N CO N CO N CO N CO N CO N CO N CO N CO N CO N co N CO N CO N CO N CO CV CO N N N N N N N N N N N N CV N N N N N Plans Are Accepted For Public Street Project No.: 119025 = 500+00 501+00 502+00 503+00 503+80 Date of Issuance: 11/16/2020 Construction Project Milestone: Bid Set 3 By stamping and signing the improvement plans,the Registered Engineer ensures the Roadway District that the plans conform to all District policies and standards. Variances or N Cajun Lane Private 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 t d Engineer of these responsibilities. BY: DATE: �� ADA COUNTY HIGHWAY DISTRICT C4m6O DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`1F4B0 Sheet Notes: N_% ��_1 ISLAND AND INTERSECTION CURB PER ACHD _ - 1. FOR ASPHALT PAVEMENT AREAS,ALL SYMBOLS,WORD MARKINGS, =� T H E SUP SD-701C PAINTED TRAFFIC YELLOW. CROSSWALKS,AND STOP BARS SHALL BE THERMOPLASTIC, ITEM LAND INSTALL 18"CANDLESTICKS AT EACH END MATCH EXISTING 1134.05.18.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT, ITEM . Ustick Road AND APPROXIMATELY EVERY 20-FT O.C. 1134.03.18. - G ROUP ALONG CURB STA:7+06.86 2. FOR CONCRETE PAVEMENT AREAS, PAVEMENT MARKINGS SHALL BE TAPE, 7.92'L ITEM 1134.04.18 OFF: 3. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING 6+00 7+00 8+00 9+00 10+00 PAVEMENT MARKINGS. ITEM SP-11400. 4. SIGN FACES, POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS (ITEM 1135.01.01)WILL BE FURNISHED BY ACHD. STA: 6+04.41 STA:7+16.82 STA: 8+19.72 5. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER OR OFF:30.1O'R 15 EDGE OF PAVEMENT. OFF: 29.01'R OFF: 31.19 R MATCH EXISTING 12 MATCH EXISTING 6. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY STA: :36 6.75 STA:7+23.28 - STA:7+ .77'R ACHD PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ACHD WITH OFF:36.60'R OFF:33.18'R T OFF:30.7TR TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. ° STA: 7+16.86 `� ® s° 7. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL /�� ° SIGNING AND PAVEMENT MARKINGS DETAILS. RIP R'UHP O/� R/W R/W OFF: 40.31'R R/W R/W _/W R/W R/ i 2 R/W / R� ----------- HP _ STA. 7+85.91 0 --- UJ 15 OFF: 37.27'R - R/W R/W --- ------------- ----- ------------------------ OHP ------ - H� R/W R/W R/W R/W R/W - -------- -- OHP ---------- �� R/W- STA: 8+31.14 STA: 8 0 4. 6 �_ LLL �, W N _ STA:7+78.14 OFF: 67.22'R ----- OFF: R/W R/W OFF:41.37'R voe0 P R4-4 (30"x42") r oRW R/W P O � R/VII R/W R/VII STA: 8+53.72 1 O° z z STA: 7+16.55 OFF: 67.12'R N m a ° W OFF: 51.60'R 3 R1-1 (24"x24") O R3-7r(30"x30") N 19 R3-2 (18"x18")0 Q R/W Pavement Marking Legend I REFER TO ACHD STANDARD TRAFFIC DETAIL TS-1112 FOR STRIPING DETAILS 0 08"BIKE LANE AT INTERSECTION (2'LINE-6'GAP) O 15 8"SOLID WHITE O CZ Roadway-Ustick Road 0 20' 40' 17 4"SOLID WHITE �■■+ y =Horizontal Scale: 1" = 20' 19 24"STOP BAR a � Sign Notes: y O 1. ROADSIDE TRAFFIC SIGN INSTALLATION (ONE METAL POST) Z O � O � o C O Q CD cc Y y F- o C � w a Lo � C)W O co 22t Revisions 1. NOTE: THIS IS A DUPLICATE SHEET OF THE VILLASPORT PROJECT. LIMITS ARE CHANGED TO AREAS CONSTRUCTED AS PART OF THE EAGLE COMMONS AT 1014 o STL USTICK AND EAGLE PROJECT. ��.�\ E F° 11/16/2028 JgTE OF \�P `DES W.G Project No.: 119025 3 Date of Issuance: 11/16/2020 Project Milestone: Bid Set 3 R.O.W. Work Roadway Ustick Road Signing & ==E Striping -�� C4m7O DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`4130 City of Meridian Water Notes: �� ��_= - G G G G G G G �u G G G G G G G G G �G-� G G G G G G G G 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC I=� _ THE o DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN L AND W W W W Wu) W W W W W W W W W W W W GENERAL CONSTRUCTION NOTE N0. 1. . 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, _ - GROUP i - 815-��! �8D- - - 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 SS SS SS S SS t SS S SS SS SS SS SS 'SS. _ SS SS SS SS S 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: - 58.01.16). 9 0- � T T T T T T T T T T T T T�\T T T T 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 N- - - - - - 8 SD SD- - \ CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC OHP - _ - DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). -_ 10' Yn_ - - C900 R - - - - - - - - - - - - - - - - - - P - _ OHP �I - _ 6-LF 8-IN C900 - 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A R - MIN- - _ \ SS STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). 13-LF 8-IN C900 / 8 ` 3"PIRR 3"PIRR \I s 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER I I 2625 \ I USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL 3"PIRR _ COORDINATE WITH THE PUBLIC WORKS INSPECTOR. - co r' - FUTURE I I W 2 I I PAD � I �\ J FUTURE �� , ,-FUOGRE I H- GIR GIRF Sheet Notes: rn cccc "' �� _2624' I I 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, CHANNEL CROSSINGS, &SEWER a PAD PAD ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT a z co co I m I I I MATCH PLANS. W ___-- J I 13 I I ( I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE 6 113 I I I AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 13 6 EP EP EP I I I I � f IRR I I r\\ _ EP�EP en Lu _EP EP 2 CIO cca9L �\ co J o z SS ___ EP EP SS - - - - _ Keynotes. i r O) N snm O° z �- - - - I SASS -- SS ,�, - EP i/ �_ I II - - - - - - - - _ - SS- - - EP , I 1. POTABLE WATER MAIN CROSSING-SEE WATER NOTE NO. 2 ON THIS SHEET. 2 - w - � s ,,� 2 LLJ I - - mime z cc G' SS I I 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING-SEE WATER NOTE NO. 3 ON THIS SHEET. a N ss I ~ I I C S o v �, �n v - - 3. CONNECT TO EXISTING 12"WATER MAIN WITH 1-12"x8" (FLGxMJ)TEE,1-12"GATE VALVE (FLxMJ)AND 1-8" I z 100 U_ °` - GATE VALVE (FLxMJ). INSTALL THRUST BLOCKS PER ISPWC SD-403 _ _ 4co- - i II I 4. INSTALL 1-8"x4"x8"TEE AND 1-4"GATE VALVE WITH THRUST BLOCK 5-LF 8-IN C900 - - - _ - _ - - - I I 23-LF 8-IN C900 4-LF 8-IN C900 PIA/ - - - - _ - I I 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 a 64-LF 8-IN C900 97-LF 8-IN C900 - - - - - -\ _ I16-LF 8-IN C900 23-LF 8-IN C900 - - I 18-LF 8-IN C900 ° yy 4 I I I 6. INSTALL 2-IN WATER SERVICE, METER SETTER&VALVES PER CITY OF MERIDIAN STANDARD DETAIL W4 O - -I 55-LF 8-IN C900 _- - - - _ I I I 54-LF IN C900 I 3 - 11 i18.5-LF 6-IN C900- - - - - - - - - - - 4 D vv 65-LF F 8�IN C900 - - -_ - _ _ 7. INSTALL 8-IN TEE (MJxFL), 2-8-IN GATE VALVES (FLxMJ)AND 4-FT STUB WITH 8-IN (MJ) BLIND-FLANGE TO EP I I ® - - - - - _a - - 42-LF 8-IN C900 w - I III THE SOUTH. INSTALL THRUST BLOCKS PER ISPWC SD-403 4 2 �- \ _ c\J - w 2 / 8. INSTALL 45'8-IN ELBOW WITH THRUST BLOCK ❑ - J J g 2 15.5-LF 6-IN C900 r I _ I \ 5 \ - - - M ' z I I N 8 12 I I I I 10 9. CONNECT TO EXISTING 10"WATER REMOVE EXISTING BLOW-OFF ASSEMBLY. INSTALL 10"x 8" REDUCER, Q - - - - _I � ® ® I II 8-IN GATE VALVE&8-IN 45°ELBOW WITH THRUST BLOCK 5 I i �� M I 10. PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE APPURTENANCES. LOCATE ALL cc ppp I III EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION cc: a 6 I 11. INSTALL 11.25'8-IN ELBOW WITH THRUST BLOCK. CJ Q w I � � \ 13 6 _ \DO O o 12. INSTALL 1-IN IRRIGATION SERVICE WITH 3/4"METER PER CITY OF MERIDIAN DETAIL W2. INSTALLUJ Y \ \ I G G - BACKFLOW PREVENTION DEVICE -SEE LANDSCAPE PLANS FOR MORE INFORMATION. U T' II \ �6� I o \ \\ MIJ F UT \ I I I 13. INSTALL TEMPORARY 2" BLOW-OFF w/CONCRETE COLLAR PER CITY OF MERIDIAN DETAIL W12 � FL _ -X_ _ PAD \ I I w _X�X - X \SD �\ I 0 Revisions I \ \\ (N mpa & eridan - - _ _ AFL _ FLU - - - - - - - - - - I 1. - - �X Irr' ati n Di tric ) \ - - - _ F� _ _ _ X�_ 7 ��6 _ Legend: GIRR \ ❑ Q'36\GIRR 3 / FL J g 36"GIRR FL �- J \ Mi k L era - 3 'GIR 36" IRR GIRR - \ G lr = 36"GIB L , . IRR � / � � \ � I 8"w 8"WATER MAIN (OR AS NOTED) \ \ \T - - - - - - - - - - - - - - ��- I II I O / O® 2"BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 ® GATE VALVE \ T I�L0 \ \ , W I cli I I I I N I I FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 3/4"WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 M i 1� / \ \ / i II Ii I 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 w I III I UGP UI APPROVED FOR CONSTRUCT ••••••••••••• WATER SERVICE SLEEVE I I ' � I QLPE PLAN REVIEW -- � I I I I I $"w EXISTING WATER MAIN /�26 ° \ _ __ ------- - ---- / I I I I I These plans and/or specifications have been \ \ - - ---------____ w I I I I II I reviewed by a Qualified Licensed Professional O® EXISTING BLOW-OFF ASSEMBLY SS%ANAL LNG �I I I Engineer (QLPE) for compliance with IDAPA \\ I I I I I II 58.01.08 and 58.01.16 as allowed under ® EXISTING GATE VALVE I Idaho Code 39-118. If construction does not 68 a ( EXISTING FIRE HYDRANT 2 / \ it I II commence within twelve (12) months of this s 11/16/202�Q U, approval date, plans and/or specifications 8"SS- SEWER MAIN (SIZE NOTED)/ J�Te o f must be resubmitted for review. GIJ _ I I PIRR PRESSURE IRRIGATION (SIZE NOTED) � / IN, I II I DocuSignedby: I _ I Project No.: 119025 w 1162111/19/202 Plans Are Accepted For Public Street Date of Issuance: 11/16/2020 \ f�'t'r4 i4€eer Lic. No. Date � � Construction Project Milestone: Bid Set 3 \ ° \ \ _ _2622_ \ I Keller Associates, Inc. • 208-288-1992 _ By stamping and signing the improvement plans,the Registered Engineer ensures the Utility Plans - - \ \\ - / i rn� i i I I I �I \\\ / lu \ , I I I District that the plans conform to all District policies and standards. Variances or I J I waivers must be specifically and previously approved by the District in writing. Water Plan Acceptance of the improvement plans by the District does not relieve the Registered =d Utilit Plans Water Plan 0 30' 60' Engineer of these responsibilities. a BY: DATE: ADA COUNTY HIGHWAY DISTRICT C5mOO Horizontal Scale: 1" = 30' DocuSign Envelope ID:2BD81298-BA1C-41D67-81`56-0512A51`11`41130 _ - - v' —�- - - - - - - - - - -�_- Sheet Notes: G G G� �G L G G G G G G G G G G G G G G 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, CHANNEL CROSSINGS, &SEWER I / T H E i a ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT EAN D —W W W "' W W W W W W W MATCH PLANS. . ' � — GROUP —S�„-- — — - 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE -SS SS 'SS �S SS S SS SS ASS SS SS SS S AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY �- 4ss — E. Ustick Road - - - - _ , / EXSSMH LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. � T — EXISTING MH SS T T T T— — — — — —� — — — — �T T J, T STA: 0+00, 0.00, / 3. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C1.01 SD _ SD RIM: 2626.94± — — — — - IE IN: 2605.77, 8-IN PVC (S) 4. SEE CITY OF MERIDIAN STANDARD DRAWINGS SW1 AND SW2 — — — WMTR - — — — IE IN: 2605.44, 12-IN PVC (NW) — — — — — — — — — — — — s — sJ, IF IE OUT: 2605.43, 12-IN PVC (NE) OHP OH o \ ) X "P R \ s SS/ Water Keynotes: # I 2625_ RR / I I I, o I 1. POTABLE/NON-POTABLE WATER CROSSING-SEE WATER NOTES 2 AND 3 C5.00 43-LF OF 8-IN PVC AT 8.00° ° T 3 RR GI RR GIRR N _2624- 20'EASEMEN o 4OSSMH 03 x r i Sewer Keynotes: # W 1 SSMH 06 2 2 I w 55-LF OF 8-IN PVC AT 8.00% I I I � I 1. INSTALL STANDARD 48-IN SEWER MANHOLE PER ISPWC SD-501 � EP EP 21-LF 6-IN SS CIO 2 � � EP JP— 2EPLF 6-I� I o ° ~SSMH I04O I 2. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 cc \ o I cb 160 LF�OF 8-I TS0.60% - - - N �' I I IUJ —E�175.6°_ EP ,\�, I I 3. CORE AND RECHANNEL EXISTING MANHOLE PER ISPWC SECTION 502. INSTALL — I w L — — — 4+00 U_ SS HISS — N EP EP Fp KOR-N-SEAL BOOT. Q � I — 1 — — 3+00 _cv 127-LFOF8INPVC - -A39.5°� �k0 II I \\ 1 SSMH 05 — 1 �.,SS�55 0.45% I I Lo 4. INSTALL STANDARD 60-IN SEWER MANHOLE PER ISPWC SD-502 S — 2+00 44-L OF 8-IN PVC AT 2.90% I :Ift Z C/) 4-IN PVC SSMH 04 1 II I cc STUB IE:2615.56 I = CD W _ - - - - - - - 1 �' I o _ — — — W W W 1 — — — 65-LF OF 4-IN PVC AT 5.18% _ W - - - - - 13.46'- �� -J ® - - - - - - W 6'MIN' ca r— 1 _i I I CG Ilb I co mime E — — — 32-LF OF 4-IN PVC AT 8.00% C01 CM \ 2 I 4-IN CO PER ISPWC SD-506A cc li I I RIM: 2625.64_ LU \ I W I \ 2 IE IN: 2618.92, 4-IN PVC (S) IE OUT: 2618.92,4-IN PVC (N) G G G G CL IN, IRR 1 2 \ I co i Sewer Line A Plan Q Qo Q O 0 2628 262$ SEWER A: Sta. -0+40 - 4+80 PROPOSED GRADE UJ U HORIZONTAL SCALE: 1" = 40' AT CENTERLINE ^ Cn — VERTICAL SCALE: 1" _4' --- — ill 2624 --- ---- -------- -—— STORM ------ — — ------ r 2624 w 12-IN PVC CROSSING � EXISTING GROUND ) F YY AT CENTERLINE L PRESSURE EXSSMH FIRE SERVICE WATER SERVICE CROSSING 1�� IRRIGATION EXISTING MH WATER SERVICE CROSSING 0 CROSSING O FIRE SERVICE CROSSING STA: 0+00,0.00, Revisions CROSSING 2620 O RIM: 2626.94± 2620 1 IE IN: 2605.77,8-IN PVC (S) IE IN: 2605.44, 12-IN PVC (NW) 44 LF OF 8 IN PVC AT 2.90% IE OUT: 2605.43, 12-IN PVC (NE) 160-LF OF 8-IN PVC AT 0.60% 2616 2616 127-LF OF 8 IN PVC AT 0.45% 0 SSMH 06 1O 0 1 APPROVED FOR CONSTRUCT 48-IN DIA MH SSMH 04B �SIF QLPE PLAN REVIEW SSMH 05 48-IN MH PER ISPWC SD-501 STA:4+28.19,0.25'L p 48-IN DIA MH STA: 1+41.25,0.00 �O These plans and/or specifications have been RIM: 2623.78± STA: 2+68.36, 0.00' RIM: 2625.98± 141 2612 reviewed by a Qualified Licensed Professional IE OUT: 2616.78, 8-IN PVC (E) RIM: 2625.32± IE IN: 2615.15, 8-IN PVC (W) c9T 43-LF OF 8-IN PVC AT 8.00% Engineer (QLPE) for compliance with IDAPA IE IN: 2615.82,8-IN PVC (W) IE OUT: 2615.05, 8-IN PVC (NE) O IoON 58.01.08 and 58.01.16 as allowed under IE OUT: 2615.72,8-IN PVC (E) SSMH 04 Idaho Code 39-118. If construction does not 48-IN DIA MH 2608 STA: 0+97.74, 0.00' 2608 commence within twelve (12) months of this R+97. 7.25± 3 approval date, plans and/or specifications IE IN: 2613.79, 8-IN PVC (SW) must be resubmitted for review. IE OUT: 2613.69, 8-IN PVC (N) s�pAL S LNG ODocuSigned by: - C� SSMH 03 11621 11/19/202 2604 60-IN MH PER ISPWC SD-502 2604 1'1-2PL'EEWiIR'er Lic. No. Date 6 8 11/16/20 STA:0+42.73, 0.41'R Keller Associates, Inc. • 208-288-1992 s� Q RIM: 2627.45± J9Te OF 0 EswG� EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION IE IN: 2609.29,8-IN PVC (S)IE OUT: 2609.19, 8-IN PVC (N) AT CENTERLINE FAT CENTERLINE 2600 2600 Project No.: 119025 CID N co M �, �, � � N M Plans Are Accepted For Public Street � Date of Issuance: 11/16/2020 N C� CQC"i CV VC\J N CV N C\J� CV 'n N N tiC\J N ~C\J CV CID Co co co cfl CO cfl co co co (n CO co CID cfl CD cfl CO cfl CD cfl CD Project Milestone: Bid Set CV N N N N N CV N N N CV N N N N N CV N cV N N N Construction N Utility Plans _ 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1+60 1+20 0+80 0+40 0+00 -0+40 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 Sewer Plan and Profile waivers must be specifically and previously approved by the District in writing. N=E Acceptance of the improvement plans by the District does not relieve the Registered Utility Plans Sewer Plan and Profile 0 40' 80' Engineer of these responsibilities. Horizontal Scale: 1" = 40' BY: DATE: C5m2O ADA COUNTY HIGHWAY DISTRICT