Loading...
HomeMy WebLinkAboutConstruction Drawings V2- Southrmdge South Subdivision Phase 1 Engineer's Standard Notes: 1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. 3. 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 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 48-HOURS PRIOR TO DIGGING. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE GOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER. 5. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. 6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY CONSTRUCTION. 7. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE GOVERNING AGENCY. AT THE TIME THE PROJECT WAS DESIGNED, THE 2013 EDITION OF THE ISPWC WAS THE MOST -RECENTLY ADOPTED. 8. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS OTHERWISE NOTED. THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. 10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. 11. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN TRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. 13. CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN STANDARDS AT THE WORK SITE AT ALL TIMES. 14. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON -SITE AT ALL TIMES AND RECORD ASBUILT INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE THE MARKED UP AS -BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL OF RECORD DRAWINGS. 15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. e� liq_ nn V -tt Dig Line, Inc. Call Before You Digl 811 Challenger Development Construction Drawings City of Meridian - Standard Notes: CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL REV. MARCH 2O18 Benchmark Notes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tandard Notes: 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. ACHD STANDARD CONDITIONS: 6 CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING THE 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING RIGHT-OF-WAY. AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE GENERAL CONSTRUCTION NOTE NO. 1. CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 4. COMPLY WITH DISTRICTS TREE PLANTER POLICY. TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL PLAN WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING WRITING PRIOR TO CONSTRUCTION. BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL DETAILS. PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. WATER 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM ACHD ROADWAY NOTES: DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OFTEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS POLICY MANUAL: SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER 12. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 12.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). TRAVEL LANE. 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE CRITICAL FACTOR. WITH THE PUBLIC WORKS INSPECTOR. 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE SEWER CONSTRUCTION BEGINS. 12.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA REPAIRS) WITHIN ACHD MATCH THE EXISTING STREET PAVEMENT SECTION OR THE 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ASPHALTRIGHTS-OPAVIN-WAYG SECTION NOTED ON THE ASPHALT PAVING SECTION DETAILS, SHEET C2.00. USE WHICHEVER SECTION IS S 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM GREATER. DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS DIVISION. CONTACT INSPECTION SERVICES AT 387-6280 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL ROADWAY BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE Certification of Compliance with Design Standards: PIPE ZONE. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DIED) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE . Vicinity Map: Sheet Index: SHEET SHEET TITLE NUMBER GENERAL C1.00 COVER SHEET & GENERAL NOTES C1.01 EXISTING CONDITIONS C1.02 PROJECT OVERVIEW C1.03 PHASE 1 OVERVIEW C1.20 STREET LIGHTING C1.30 MASS GRADING SWPPP C1.50 SWPPP PROJECT OVERVIEW C1.51 PHASE 1 SWPPP PLAN C1.52 WATERS OF THE US C1.55 SWPPP DETAILS DETAILS C2.01 ROADWAY TYPICAL SECTIONS C2.10 INTERSECTION DETAILS C2.11 INTERSECTION DETAILS C2.12 INTERSECTION DETAILS C2.13 INTERSECTION DETAILS C2.50 ACHD DRAINAGE DETAILS ROADWAY PLAN & PROFILE C3.01 W TIMBERWOOD DRIVE C3.02 S BORDER WAY C3.03 S BORDER WAY C3.04 S BORDER WAY C3.05 W EVENING SUN ST C3.06 W RIO DE PLATA DR C3.07 S SUMMERSON AVE C3.08 S SUMMERSON AVE C3.09 OVERLAND ROAD SIDEWALK DETAILS C3.10 EMERGANCY ACCESS DETAILS SANITARY SEWER C4.01 SEWER LINE B C4.02 SEWER LINE B C4.03 SEWER LINE B C4.04 SEWER LINE B C4.05 SEWER LINE B1 C4.06 SEWER LINE C C4.07 SEWER LINE C & D WATER PLAN C5.01 POTABLE WATER PLAN C5.02 POTABLE WATER PLAN OWE IDIAN APPROVED FOR nA a CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date Sheet Index: SHEET SHEET TITLE NUMBER PRESSURE IRRIGATION C6.01 PRESSURE IRRIGATION C6.02 PRESSURE IRRIGATION C6.10 DETAILS LANDSCAPE PLAN 1-1.00 LANDSCAPE PLAN FINAL PLAT SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 Client / Owner / Developer: CHALLENGER DEVELOPMENT 1977 E. OVERLAND RD. MERIDIAN, ID 83642 CONTACT: JUSTIN BLACKSTOCK PH: 208.871.0642 EMAIL: Highmark.development@gmail.com Project Engineer: THE LAND GROUP, INC. CONTACT: JASON DENSMER, P.E. 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 PH: 208.939.4041 EMAIL: jason@thelandgroupinc.com Plans Are Accepted For Public Street Construction B stamping and signing the improvement plans, the Registered Engineer ensures the Y P 9 9 9 P P 9 9 District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: DATE: ADA COUNTY HIGHWAY DISTRICT �� �ejt� r4 LAND GROUP r W a llll� E CL O O CD W Q C i CD O= O O CO3 w cow) 2E Revisions 1. s10 4AL C 109 1 s o JT9rf OF 9�NDEN�"'" 10/2lv/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: PERMIT SET I General Cover Sheet & General Notes DWIuDIA )- APPROVEEDDD nh oNav22 FUNUNPoER:"-'- FOUND ALUMINUM CAP NW CORNER SEC. 23 CP&F No. 111026808 15 14 ^ S89°14'56"E 2652.36 22 �23 - - I I I I I I O 0 0 Not -A -Part PARCEL S1223223010 CABRA CREEK LLC Not -A -Part PARCEL S1223233670 CABRA CREEK LLC ACHD R/W PER INST. No. 108120052 PARCEL =- 3392 ADA CP-0 ADA COUNTY, HIGHWAY DISTRICT a r CC PARCEL S1223233905 O WALKER TERRY Z ca O i Z In. PARCEL S1223234100 Q WALKER DUANE L 0 22 I . 23 Z "k89°04'17"W 2666.80- FOUND ALUMINUM CAP W 1/4 CORNER SEC. 23 CP&F No. 110033071 IWunULJ OW I nfAantLL I Val Vista Subdivision Existing Conditions Horizontal Scale: 1" = 150' Val Vista Subdivision No. 2 FOUND ALUMINUM CAP N 1/4 CORNER SEC. 23 CP&F No. 110088910 W. Overland Road -BASIS OF BEARINGS- - - - - - - - - 14 N89°19141 "W 2661.73' 23 - - - - - - - - - L 140' RIDENBAUGH CANAL EASEMENT PER INST. No. 800640 rmLT DUJ 0I CVCI4 L I r1UOI FOUND BRASS CAP i S 1/4 CORNER SEC. 23 26 CP&F No. 9255544 Southridge Apartments Not -A -Part 'R0548010300 FABERSTEFANA Aspen Cove Subdivision FOUND BRASS CAP NE CORNER SEC. 23 CP&F No. 107153515 14 13 - - - 2 4 I I I I Not -A -Part I C((SquthI*_gq`Subdivision No. 5) 1 M i PA C $122 1420 CHALU O P INC a � � O a co Z d � I O y PARCEL S1223131620 Not -A -Part ANCE HOLDINGS LLC (Southridge Subdivision No. 41 f FOUND 5/8" STEEL PIN E 1/4 CORNER SEC. 23 CP&F No. 9255545 0 150' 300' PROJECT LOCATION: SITUATED IN THE N 1/2 OF SECTION 23 TOWNSHIP 3 ��_ NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO /�/ T H E r� LAND m6wwMaGROUP Line Table SEGMENT LENGTH BEARING L2 30.00' N25"08'21"E L3 58.64' S89"16'08"E L4 157.73' N4739135"W L5 231.17' N10"08'10"E L6 6.36' S75*06'37"E L7 79.42' N1453'23"E L8 150.70' N61°29103"W L9 90.36' S00"48'16"W L10 118.75' 561"29'03"E 171 150.79' S72"20'41"E L12 10.00' S86°31'43"W L13 188.54' S0328'17"E Line Table SEGMENT LENGTH BEARING L14 159.58' S56°31'59"E L15 37.00' S3752'47"E L16 70.00 S52'03'57'W L17 34.82' S36°27'55W L18 110.54' S17017'53"E 719 21.67' S32'06'19"W Curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C7 111.19, 50.00' 127024'36" N82026'42'W 89.65' C2 30.7T 25.00' 7031'44" 554'00'16"E 28.87' 03 25.41' 20.43' 71"15'53" N54"13'05"E 23.80' C4 184.71' 233.34' 45°21'22" S41'15'50"W 179.93' C5 420.42' 1050.50' 22055'49" N585749"E 417.62' C6 288.12' 1047.00' 15046'02" N38°26'04"E 287.21' C7 393.88' 1044.50' 213621" N20'56'21"E 391.55' C8 320.04' 375.00' 48°53'57' N85°56'02'W 310.42' C9 14.24' 320.00' 2032'56" S62°45'31"E 14.23' C10 46.42' 320.00' 8'18'42' S68'11'20"E 46.38' C11 276.34' 230.83' 6835'29" N3754'29W 260.13' C12 316.45' 200.00' 9039'20' N83"12'27'W 284.46 C13 389.27' 300.00' 74020'42" N00°42'26W 362.53' C14 140.75' 150.00' 53045'48" S09035'01"W 135.64' C15 129.34' 150.00' 49'24'12" N07°24'13"E 125.37' r W CO) a a Q CL O O CD COD :01 W Q coo 16. CD C z a o 0 y C) w o Revisions 1. �5S10 4AL C or{ G\ST z 109 1 sTgr f OF J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set General Existing Conditions C1,01 DWIuDIA )- APPROVEEDDD nh oNav22 FUNUNPoER:"—'— FOUND ALUMINUM CAP NW CORNER SEC. 23 CP&F No. 111026808 15 14 n 22 �23 I I L� e � 4=g PARCEL S1223233920 ADA COUNTY HIGHWAY DISTRICT a CC PARCEL S1223233905 O WALKER TERRY G Z In. PARCEL S1223234100 Q WALKER DUANE L 0 22 23 Z FOUND ALUMINUM CAP W 1/4 CORNER SEC. 23 CP&F No. 110033071 Not -A -Part PARCEL S1223223010 CABRA CREEK LLC Not -A -Part PARCEL S1223233670 CABRA CREEK LLC Project Overview Horizontal Scale: 1" = 150' ACHD RAN PER INST. No. 108120052 NIUMULa OW I I nAz rALLL Val Vista Subdivision Val Vista Subdivision No. 2 FOUND ALUMINUM CAP N 1/4 CORNER SEC. 23 CP&F No. 110088910 W. Overland Road -BASIS OF BEARINGS- --------- 14 23 — — — — — — — — — I I 140' RIDENBAUGH CANAL EASEMENT So u th r i d g e PER INST. No. 800640 A Not -A -Part partments I PARCEL — — S1223212615 — — SOUTHRIDGE FARM LLC �Int_A_D�rf ,fMULULN NA I NANILLI FOUND BRASS CAP i S 1/4 CORNER SEC. 23 26 CP&F No. 9255544 PARCEL S1223120955 SOUTHRIDGE FARM LLC Not -A -Part 'R0548010300 FABERSTEFANA Aspen Cove Subdivision FOUND BRASS CAP NE CORNER SEC. 23 CP&F No. 107153515 14 13 — — — 2 4 I I'TT iNot-A-Part I C—ISqut"ge`Subdivision No. 5) 1 o z 0 = INC i d � 2 a � O y Z O � C I VD Not -A -Part (Southridge Subdivision No. 41 FOUND 5/8" STEEL PIN E 1/4 CORNER SEC. 23 CP&F No. 9255545 0 150' 300' PROJECT LOCATION: SITUATED IN THE N 1/2 OF SECTION 23 TOWNSHIP 3 ��_ NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO /�/ T H E r� LAND mmmizMaGROUP r W CO) a am =E CL = o o ap y Q W = coo 16. Ch CD _ a_ O= o O y C) w o Revisions 1. �5S',04AL C or{ G\ST z 109 1 11 OF \OP\o J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set General Project Overview C1,02 DWRIDIA )- APPROVED ChM, oNav22 FIENl61BFA: raga Phase 1 Overview F R 5' 5COMMON RESIDENTIAL LOT LOTS RIDENBAUGH CANAL 2' 2' 10' e EXISTING GRAVEL CANAL \ MAINTENANCE ROAD 6-FT BLACK WROUGHT IRON — — — FENCE 6-FT BLACK 10-FT ASPHALT WROUGHT IRON , PATHWAY FENCE — PER TYPICAL DETAIL Ridenbaugh Canal - Mixed Used Pathway - Typical Cross Section (Viewed to West) Scale: NTS Asphalt Walking Path Scale: NTS TOPSOIL 2" THICK ASPHALT PAVING TOP COURSE 4" THICK - 3/4" MINUS GRAVEL TYPE B BASE COURSE HAND TAMP EDGES STRAIGHT CONTINUE BASE COURSES 6" BEYOND EDGE OF ASPHALT 0 80' 160' E,* r� / LAND GROUP r W CO) a a Q CL 0 O cp y Q W Q coo i 0 CL) CD a_ Cm= o 0 W COD w o Revisions 1. �5s,04AL C or{ G\ST z 109 1 sTgr f OF J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set General Phase 1 Overview Horizontal Scale: 1" = 80. C1,03 DWIuDIA )- APPROVEEDDD OhM, oNav22 Street Lidtin Holizontal Scale: 1., = 80. F Sheet Notes: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 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 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. Legend: ;O EXISTING STREET LIGHT O EXISTING TYPE I CITY OF MERIDIAN STREET LIGHT. 30' SQUARE GALVANIZED ANCHOR BASE POLE WITH 8' COBRA ARM AND 250 WATT HIGH PRESSURE SODIUM LIGHT FIXTURE TYPE II CITY OF MERIDIAN STREET LIGHT. 25' SQUARE STEEL ANCHOR BASE POLE WITH 100 WATT HIGH PRESSURE SODIUM SHOEBOX LIGHT FIXTURE ♦� TYPE I CITY OF MERIDIAN STREET LIGHT CALLED OUT WITH THIS SYMBOL. PER MERIDIAN STANDARD T1 INTERCEPT EXISTING CONDUIT AND JUNCTION BOXES Street Light Numbers: LOCATION NUMBER TYPE STA. 2+83 53001 TYPE 2 STA. 47+75 53002 TYPE 2 STA. 77+73 53003 TYPE 2 STA 79+65 53004 TYPE 2 STA 81 +99 53005 TYPE 2 STA 205+92 53006 TYPE 2 STA 208+48 53007 TYPE 2 STA 210+52 53008 TYPE 2 STA 22+57 52594C TYPE 1 STA 26+18 52593C TYPE 1 STA 29+81 52592C TYPE 1 City of Meridian Standard Notes: STREET LIGHTING 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR Tel STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 7. 3 TYPE 1 STREETLIGHTS, 35' IN HEIGHT WITH A 12' MAST ARM ARE REQUIRED ON OVERLAND ROAD. MAXIMUM SPACING IS 300' ON OVERLAND ROAD PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS, DRAWING 6C 0 80' 160' Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: DATE: ADA COUNTY HIGHWAY DISTRICT i LAND GROUP TIME W CO) a a Q E CL 0 O Cp COD Q W Q coo i 01 CL) IIIIIIII� CD fffffffffff� cz CD= 2 O 2 CO) COD 2Ew En Revisions 1. �5S104AL C or{ G\ST z 109 1 sTgr f OF J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permtl Set General Street Lighting C1,20 APPROVED _ OhM, oNav22 4Bg Mass Gradin Horizontal Scale: 1" = 80. 0 80' 160' Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: DATE: ADA COUNTY HIGHWAY DISTRICT r LAND - GROUP r W CO) a a Q CL y Q W Q coo 016. CD z a CM= 00 W COD w o Revisions 1. �5S1oNAL C or{ G\ST z 109 1 sTgr f OF J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set General Mass Grading C1,30 c�tB t - SWPPP Legend: SWPPP General Notes: 'SWPPP Posting Requirements: _ - -_ --- - �lmi� THE APPROVED �_ _ LIMITS OF DISTURBANCE 1. ALL STORM WATER WILL BE CONTAINED ON SITE. =% � 1. THE CONTRACTOR AND OWNER/DEVELOPERRRE RESPONSIBLE FOR APPLYING FOR OBTAINING �-� LAND ohh 2rz ovo2 THE EPA NOTICE OF INTENT (N01). ` 1 �- - FIBER ROLL PER THE STATE OF IDAHO CATALOG OF 2. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A . tneeueu��, " rl" FW rW STORM WATER BEST MANAGEMENT PRACTICES BMP STORM EVENT PRODUCING 0.25INCHES OR GREATER - OR - ONCE EVERY SEVEN DAYS. 2. A COMPLETE COPY OF THE SWPPP INCLUDING A COPY OF THE CONSTRUCTION GENERAL INSTALL TYPE I INLET PROTECTION PRIOR PERMIT AND COMPLETED INSPECTION FORMS), NOI, AND ACKNOWLEDGEMENT LETTER FROM `'� _ #35. SEE THE FOLLOWING SHEET FOR DETAILS. INSPECTION FREQUENCY MAYBE REDUCED TO ONCE EVERY MONTH IF: �� GROUP EPA MUST BE RETAINED AT THE CONSTRUCTION SITE (OR OTHER LOCATION EASILY TO EARTH DISTURBING ACTIVITIES AND �/ i A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR ACCESSIBLE DURING NORMAL BUSINESS HOURS AND MADE AVAILABLE FOR REVIEW BY EPA, REMOVE UPON FINAL STABILIZATION. 7 PROPOSED GROUND CONTOUR (ONE -FOOT INTERVAL) B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR A STATE, OR OTHER LOCAL APPROVING AGENCY. i �-z� 2661 C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGH SEPTEMBER) J N WITH DIRECTIONAL SLOPE ARROWS IN ARID AREAS AND SEMI -ARID AREAS. 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION NEAR THE i / 1 3. DEWATERING IS EXPECTED FOR THIS SITE. ONSITE ESC CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST CONTAIN THE FOLLOWING i I / \ / APPROXIMATE EXISTING GROUND CONTOUR NON-STORMWATER MANAGEMENT. INFORMATION: //� / - _N 2661-(FIVE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS -NEEDED BASIS AS DETERMINED BY THE ESC • AT A MINIMUM, THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER ) / / \ \ - - - \ / ^ \ COORDINATOR. AND A CONTACT NAME AND PHONE NUMBER FOR OBTAINING ADDITIONAL PROJECT J 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA. INFORMATION AS WELL AS THE ADDRESS OF THE SITE, THE PERMIT HOLDER'S NAME \ ® PORTABLE RESTROOM WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER OR A SIMILARLY EFFECTIVE MEANS 395-8888 ( ) AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE INSTALL TYPE I INLET PROTECTION PRIORI / / / I i TO MINMIZE THE DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE MUST BE DISPLAYED THROUGHOUT CONSTRUCTION TO EARTH DISTURBING ACTIVITIES AND / // / / / I j) AND AT THE END OF THE BUSINESS DAY. DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE. • THE UNIFORM RESOURCE LOCATOR (URL) FOR THE SWPPP (IF AVAILABLE), OR THE REMOVE UPON FINAL STABILIZATION./ / / Z�- FOLLOWING STATEMENT: "IF YOU WOULD LIKE TO OBTAIN A COPY OF THE / / / �- _ \ _ _ , 11 RECTANGULAR DROP INLET PROTECTION TYPE I PER 6. WORKMAN SHALL PARK ON THE AREA DESIGNATED AS WORKMAN PARKING OR AN OFF -SITE LOCATION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS SITE, CONTACT THE /,1/ / f/ _ _ ® BMP #31, SEE SHEET C1.55 FOR DETAILS IF PRE -APPROVED. EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC1\ f f \ I r 7. ALL DROP INLETS, CATCH BASINS, AND CURB INLETS NOTED ON PLAN SHALL HAVE INLET PROTECTION (VAKOC.MISHA@EPA.GOV) (206) 553-6650 " /i l \ ` s \ PROVIDED. SEE THE SWPPP PLAN DETAILS ON SHEET C1.55 AND MANUFACTURES GUIDELINES FOR • AND THE FOLLOWING STATEMENT "IF YOU OBSERVE INDICATORS OF STORMWATER \ - ❑ CONCRETE WASHOUT. SEE THE FOLLOWING SHEET FOR / I � W INSTALLATION INSTRUCTIONS. POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING WATERBODY, CONTACT THE % / \� ` DETAILS. EPA THROUGH THE FOLLOWING WEBSITE: 8. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS HTTPS://WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL J ` \ POSSIBLE. ANCHOR TO PREVENT VANDALISM. J STAGING AREA AS NOTED. STABILIZE AND PROVIDE -VIOLATIONS." - = J ! ( r \ \ PERIMETER CONTROLS PER THE STATE OF IDAHO 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING • THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT (_ v / CATALOG OF STORM WATER BEST MANAGEMENT CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT IS NEAREST TO THE ACTIVE PART OF THE CONSTRUCTION SITE. / % ,•' i 1 I - - - / L / ^ \ ` PRACTICES BMP #2 CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY • THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A / --- \ / NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED SLURRY AND CUTTINGS SHALL BE PUBLIC RIGHT-OF-WAY. Southridge DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY 1-1 SITE CONSTRUCTION SIGN. STANDARDS. 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIXI, SECTION 1.11 / �� \ % -� 7 Not -A -Part OF THE CONSTRUCTION GENERAL PERMIT. U/ Apartments 12. SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATION STABILIZED ENTRANCE PER THE STATE OF IDAHO MEASURES. 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING THE EPA FORMS _ _ :'�.. -� - CATALOG OF STORM WATER BEST MANAGEMENT \ -� 13. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. FOR N.O.T. (NOTICE OF TERMINATION). _ i -' _ - _ : ��� C PRACTICES BMP #5. THIS SHALL BE MAINTAINED EXCESS MATERIAL MAYBE TEMPORARILY STORED ON SITE IF APPROVED BY THE OWNER AT A Contact Information \ \��\�\\ I \�\ \\ THROUGHOUT CONSTRUCTION UNTIL BASE MATERIAL PRE -APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE Not -A- P r / ' �� \ I IS INSTALLED. PROVIDE SWEEPING DAILY OR AS STABILIZED PER BMP #9, OWNER: CHALLENGER DEVELOPMENT, INC. / L p \ \ _ / \ NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR 14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. PRIMARY CONTACT: DIRT ONTO EXISTING ASPHALT. SEE THE FOLLOWING r \ \ / \ SHEET FOR DETAILS. 15. ALL GRADING, UTILITY, AND ROADWAY CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00 PH. I �f - \ ` `` \\ A.M. AND 9:00 P.M. MONDAY THROUGH FRIDAY AND 8:00 A.M. TO 9:00 P.M. SATURDAY AND SUNDAY, UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER. LU GENERAL CONTRACTOR/OPERATOR: ^ I 1 / ` / ' ' ' _ Stockpile Management BMP 9: 16. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE y PRIMARY CONTACT: III \ \ \ aT ��•�• \ \ PERSON. PH. \ \ \ \ \ \ _ _ FROM: IDEQ STORM WATER BEST MANAGEMENT PRACTICES CATALOG SEPTEMBER 2005 '' C�■r a INSTALL TYPE I INLET PROTECTION PRIOR // / '-1 f �s ) � � � � � `'�' `- . �� ' \ � \ � \ \ g� A -Part DESCRIPTION: 17. TOTAL DISTURBED AREA IS APPROXIMATELY 74.79� ACRES.. ONSITE SWPPP COORDINATOR: TO EARTH DISTURBING ACTIVITIES AND m F`P \ \ \ STOCKPILE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO REDUCE OR COMPANY: / / cv . .� . \ \ \ 18. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HAS REMOVE UPON FINAL STABILIZATION. 9 - \ \ \ _ ELIMINATE AIR AND STORMWATER POLLUTION FROM STOCKPILES OF SOIL, PAVING REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND PH. l/ l // o svQ st \� \ \ \ \ I 1 MATERIALS SUCH AS PORTLAND CEMENT CONCRETE (PCC) RUBBLE, ASPHALT CONCRETE CONDITIONS CONTAINED HEREIN. f PLAN PREPARER: GARY SCHUMACHER f / / _ \ \ �) ) (AC), ASPHALT CONCRETE RUBBLE, AGGREGATE BASE, AGGREGATE SUB BASE OR 19. BOISE CITY PLANNING AND DEVELOPMENT SERVICES REQUIRES EROSION CONTROL PERMITEES TO \ / PRE -MIXED AGGREGATE, ASPHALT MINDER (SO CALLED "COLD MIX" ASPHALT), AND CITY OF BOISE LICENSE: CON16-00178, EXPIRES: 08-28-2022 / 1 'N /': I SCHEDULE AN EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION. THE INSPECTION / .. I ( 1 I PRESSURE -TREATED WOOD. MUST BE SCHEDULED PRIOR TO GRADING OR OTHER LAND DISTURBING ACTIVITIES BUT AFTER THE % n7 PHASE 1 = 1 ' _ ` I \ REQUIRED STRUCTURAL BEST MANAGEMENT PRACTICES ARE INSTALLED. THE REQUIRED BMP'S MUST / d \ I; a, ) J APPLICATIONS: O L COMPLETE AND PASS THE EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION PRIOR TO SIGNED DATE: 12-29-2020 / / J _ ^) ) S I IMPLEMENT IN ALL PROJECTS THAT STOCKPILE SOIL AND OTHER MATERIALS. COMMENCING LAND DISTURBING ACTIVITIES. IF THE INSPECTION FAILS, YOU MUST COMPLETE ALL ACHD RM' / // // ) / • -LOTS - � I I ;1 I LIMITATIONS: NECESSARY CORRECTIONS AND RESCHEDULE THE SITE PREPARATION INSPECTION. THE SITE MUST PER INST. No. 108120052 �' f \ Jr� 7 - (( DRAINAGE AREA - N/A MAXIMUM SLOPE - N/A PASS THE SITE PREPARATION INSPECTION PRIOR TO BEGINNING WORK. FAILURE TO SCHEDULE AND O 1 \ / // / f (/ SEE SHEET C 1.51 ( D ( I I : • ((\ - MINIMUM BEDROCK DEPTH - WA MINIMUM WATER TABLE - WA PASS THE SITE PREPARATION INSPECTION WILL DELAY YOUR WORK. i NRCSSOILTYPE - N/A FREEZE/THAW-GOOD y CONCRETE WASHOUT / /j // FOR DETAILS { / ( I \ \ - - INSPECTIONS MAY BE REQUESTED THE SAME DAY AND UP TO THREE DAYS IN ADVANCE, � \ \ - � �� DRAINAGE/FLOOD CONTROL -NO EXCLUDING HOLIDAYS AND WEEKENDS. INSPECTIONS REQUESTED BETWEEN 7:30 AM AND Ir)-. \ J// \ TARGETED POLLUTANTS: 11:30 AM WILL BE COMPLETED BY 5:00 PM OF THE SAME DAY. INSPECTIONS SCHEDULEDCID Q SITE CONSTRUCTION SIGN. / / /� // / Oaa O� ! /-fie SEDIMENT LU AFTER 11:30 WILL PERFORMED THE FOLLOWING DAY BY NOON. YOU CAN SCHEDULE / `•�. � THE INSPECTIONON DI THREE DIFFERENT WAYS: -a t r \ SCHEDULE USING THE MOBILE APP ON YOUR SMARTPHONE AT HTTP://PDSMOBILE.NET. CONSTRUCTION GUIDELINES: SCHEDULE ONLINE AT WWW.CITYOFBOISE.ORG/PDS/PDSONLINE. i CONSTRUCTION ENTRANCE TO BE INSTALLED PRIOR CALL (208) 384-3802 TO SCHEDULE. Q TO EARTHWORK OPERATIONS AND REMOVED PRIOR / \ d II I \ / \ LOCATE STOCKPILES A MINIMUM OF 50 FT AWAY FROM CONCENTRATED FLOWS OF TO FINAL PAVING BASE INSTAL4ATION. / / / / / ?�� 3 i / STORMWATER, DRAINAGE COURSES, AND INLETS. Soil Stabilization: U RE 1 / \ \ PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON USING A TEMPORARY -- / Q► +y G i J ^ PERIMETER SEDIMENT BARRIER SUCH AS BERMS, DIKES, FIBER ROLLS, SILT FENCES, 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE PH \ \ \ SANDBAGS, OR GRAVEL BAGS. IMPLEMENT WIND EROSION CONTROL PRACTICES AS REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS. V Q - / J \ APPROPRIATE ON ALL STOCKPILED MATERIAL. / - \ 2 EXCEPT PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE PLACE BAGGED MATERIALS ON PALLETS AND UNDER COVER. I'•\, f• / \ \ \ IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY / \ OF THE SITE HASEEMPOR RIILY OR PERMANENTLY Y CEASED. BTE rTCONSTRUCTION ACTIVITY IN THAT PORTION O O 2.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND w QQ STAGING AREA -:-� •:r ) / CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. - - -� ': EQUIPMENT AND MATERIALS STORAGE, ti \ / I C J 1 \ _ - \ \ 2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND WASTE DISPOSAL AREA, AND WORKMAN EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION Revisions y PARCEL L PARKING y VO ) \ : \ MEASURES DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE. Jl TT FAMILY LLC \ \ \ : / �r I) F UTI RE \ THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED of -A -Part Os� ( \ `( / AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: S P E MULCHING (BMP 15) - APPLY STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TO DISTURBED / O J AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE : 'fi/ DESCRIPTION, AND/OR: 3. GEOTIXTILE (BMP 17) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, AND/OR: 4. MATTING (BMP 18) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. - - /// f l - - �> PROTECTION OF NON -ACTIVE STOCKPILES r J D lata D 1 x/ \ d6 \ r 5 LO \ r v- • SOIL STOCKPILES: DURING THE RAINY SEASON, SOIL STOCKPILES SHOULD BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND A TEMPORARY PERIMETER SEDIMENT BARRIER AT ALL TIMES. DURING THE NON -RAINY SEASON, SOIL STOCKPILES SHOULD BE \ 75' NORTHWEST PIPELINE R/W & EASEMENT COVERED OR PROTECTED WITH A TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE PER INST. Now 35869 / - . _-_ ) y C ' J ` c /` \ ONSET OF PRECIPITATION. / \ ( \ n • STOCKPILES OF PCC RUBBLE, AC, ASPHALT CONCRETE RUBBLE, AGGREGATE BASE, OR \ \ W berwood or \ \ r t / / AGGREGATE SUB BASE: DURING THE RAINY SEASON, THE STOCKPILES SHOULD BE COVERED OR R/W \ ✓ - / j / ( \\ Y//\ PROTECTED WITH A TEMPORARY SEDIMENT PERIMETER BARRIER AT ALL TIMES. DURING THE r NON -RAINY SEASON, THE STOCKPILES SHOULD BE COVERED OR PROTECTED WITH A fit- TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE ONSET OF PRECIPITATION. \ s \ \ f l _ ` _ _ 1_ - - ` \ \ 7. • STOCKPILES OF "COLD MIX": DURING THE RAINY SEASON, COLD MIX STOCKPILES SHOULD BE PLACED ON AND COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES. DURING THE NON -RAINY SEASON, COLD MIX STOCKPILES SHOULD BE PLACED ON AND COVERED WITH PLASTIC OR COMPARABLE MATERIALS PRIOR TO THE ONSET OF PRECIPITATION fI-W% / I / • STOCKPILES/STORAGE OF PRESSURE -TREATED WOOD: DURING THE RAINY SEASON, �, ` \f>r / f PRESSURE -TREATED WOOD SHOULD BE COVERED WITH PLASTIC OR COMPARABLE MATERIAL / AT ALL TIMES. DURING THE NON -RAINY SEASON, PRESSURE -TREATED WOOD SHOULD BE \ ry j ( r / \ \ \ \ COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES. /' Project No.: 121027 PROTECTION OF ACTIVE STOCKPILES Note: The SWPPP Plan is comprised / ' / / / 3 / \ / / // / / ALL STOCKPILES SHOULD BE PROTECTED WITH A TEMPORARY LINEAR SEDIMENT BARRIER Date of Issuance: 10-25-2021 / PRIOR TO THE ONSET OF PRECIPITATION. Project Milestone: Permit Set g of these Construction Set drawings • STOCKPILES OF"COLD MIX" SHOULD BE PLACED ON AND COVERED WITH PLASTIC OR COMPARABLE MATERIAL PRIOR TO THE ONSET OF PRECIPITATION. SWPPP combined with the separate MAINTENANCE SWPPP Project Narrative Booklet. INSPECT AND VERIFY THAT BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF Overview $ SWPPP Project Overview 0 150, 300' ASSOCIATED ACTIVITIES. WHILE ACTIVITIES ASSOCIATED WITH THE BMP ARE UNDERWAY, r INSPECT WEEKLY DURING THE RAINY SEASON AND AT 2-WEEK INTERVALS IN THE NON -RAINY ■ 0 SEASON TO VERIFY CONTINUED BMP IMPLEMENTATION. Horizontal Scale: 1" = 150' • REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED TO KEEP THEM C1 FUNCTIONING PROPERLY. SWPPP Phase 1 Notes: APPROVED ^� \ �\ \\\ / \ \ \\\\\ \ 1 \,\ — L �o ` \ \ \ \ 1. TOTAL DISTURBED AREA IS APPROXIMATELY 18.00-- ACRES. \ /// 1 \ \\\\\�\\\\ \\ \� . \ \ a \ \ \ \ oa�ovzz \ \ \ //ll � \��\ INSTALL TYPE I INLET PROTECTION PRIOR oAh 2. SEE SHEET C1.50 FOR NOTES AND OTHER INFORMATION 1 \ \\ \ \ \ TO EARTH DISTURBING ACTIVITIES AND -— \ REMOVE UPON FINAL STABILIZATION. - _Flr --- = rr//1111l1 f 111 1 Ill ll— \III 11 \ �i��/i//i //� I I s//t— ll ll ll %i � / //i — /%//%/��/%'llll 111 III 111�111 r 4/ / �/llll111111111 \ / ///ji�/1,11 \ � i� /�//�// INSTALL TYPE I INLET PROTECTION PRIOR /��1%% J f \ TO EARTH DISTURBING ACTIVITIES AND f \ REMOVE UPONFINAL STABILIZATION. / //// e x i _ _ A \�A V��c'���' O •�A\\ V A V A l _— — / v �� v-- i l//�j �� A\V %% / • / /i/// A vy `� V A�"' Vv\ `� V\ v yA� AA\ \V�A\ vA A � � / � A \ AA\ \VA VA V�VA�AVA VAV � 1 I AA\A� —INSTALL TYPINI T PROTECTION PRIOR\�\ TO EARTH DISTBING ACTIVITIES AND / ////// / / / n / j INSTALL TYPE I INLET \\\ \ \ \\\ �\— �� v /� ���� �V \V �A AQ V�v\V�A\VAA\ vA l I I I \ \ \ \ \ REMOVE UPO FINAL ST BILIZATION. PROTECTION AS PART OF INLET �\ \ \\ \ \ \ \ ✓l0\\ INSTALLATION AND REMOVE UPON FINAL STABILIZATION. INSTALL TYPE I INLET N , \ Z \\\ %\�\ \\\ \\\ \\\\\\\ PROTECTION AS PART OF INLET\\�\\\\ INSTALLATION AND REMOVE /� 667 ; '9 `, \ \\\\ \\\ \\ \\\\\ 2 tJr \ / \ \\ \\ \\\ \ \ / UPON FINAL STABILIZATION �d� / G ti� \ �\ � \ � \�\ \\ \�\\ \ \\ \ ` SITE CONSTRUCTION SIGN.\\ ZNOU \ �\\\1\\ INSTALL TYPE I INLET\�\� CONSTRUCTION ENTRANCE TO BE PROTECTION AS PART OF INLET \�a INSTALLED PRIOR TO EARTHWORK = _ _� — / INSTALLATION AND REMOVE -- �' - UPON FINAL STABILIZATION. r / /. OPERATIONS AND REMOVED PRIOR TO —— ^ \ �61 FINAL PAVING BASE INSTALLATION. = � CONCRETE WASHOUT v� v— V l vAV �\vv VA yv V k �V A A�VAA INSTALL TYPE I INLET V\ \\ \\\ \\\\ \ + 0\ \1 \\\\ \\\ PROTECTION AS PART OF INLET — — — j QYSPOS v NSTALLATION AND REMOVE // / \ ~� \ \\ \ \\\\ \ \ \\ \1 \\\� \\\\\� \\\\\l \ _- -- /h \\\ \\ \ \ ON FINAL STABILIZATION. ti \\\ �\ \ \ 11 MPER\P pW � tP NN '� / O o � .. / \\ I--�lllll�ll��l / O 1 � \ / J � W ` �s s�9 � ,� �v ��\�� � — / _— "- � 1 �/ // �// J/ -•�A� � \� 1A /]III � III\ vtllll��l�lll�l�l /- \ Syr" MoGJ "� ( / / PE N. � VA l / I � v �( l / l/l llll/ V v��/ \ I Arno `'6w \ V�AV�✓/ l� ���. A� \ v lJ 1 1 A \ )7, ( \ i 1 ( W // \I r -)c� \VAJA\ O A -v / / I / Il/ / t / �/ ll l / l� 1 \VA\��/i '�� A / � 1 I � l / v � �1� /l/l 11VI1 I I1 -� V AAA J—/i- v N \ \ rl �11� 111 11 ,1k.�� s Phase 1 SWPPP Plan 0 100, 200' 4 = e Horizontal Scale: 1" = 100' tA twLAND GROUP r W y a a Q CL y Q W Q coo 16. c z a o 0 y L) w o Revisions 1. Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set SWPPP Phase 1 SWPPP Plan C1,51 29' El(IDIANg•• APPROVED tMh ovo2rz2 FUNUMBER:�- Idaho DEQ Draft 2014 305B Integrated Report 997SBOIA003 ©4�G�i RRB.�1G17 00 � I � \ a ail r uki B ukW L hLrMllan MadIcal VVV p.n»r 30 30 nl W View Ur 071 oW Overland Rd ✓J �a - Q O T - I 2 PROJECT CGS LOACTION ep W Victory /y(ypn= B� V ijf U I 8 8 N) gag March 9, 2017 1:36,112 BURP Locations (CATS) — (CAT5) 0 0.45 0.9 1.8 mi Stream 2014 305(b) Lakes (Draft) 2014305(b) Streams (Draft) 0 0.5 1 2 km River Fully Supporting (CAT 1,2) — Fully Supporting (CAT 1,2) Sources: Earl, HERE, DeLorme, Intennap, increment P Corp., GEBCO, USGS, FAO, NIPS, NRCAN, GeoBBse, IGN, Kadester NIL, Not Monitored Not Assessed (CAT 3) —Not Assessed (CAT 3) Ordnance Survey, Esri Japan, METI, Earl China (Hong Kong), swisstopo, Mapmylndia, ® OpenStreetMsp contributors, and the GIS 4th Field HUCS (Idaho) Not Supporting(CAT 4a,4b,4c,5) Not Supporting (CAT4a,4b,4c) (Mercury ImpairedCAT4a,5) (Mercury ImpairedCAT4a,5) Map Courtesy ofIDEQ's305EIntegrated Report Copyright 02017 DEQ GIS 'w\ /FAQ OWow IMP LAND GROUP r W COD Q E CL O O COD W Q coo i CD a O= o CD COD C� w o Revisions 1. Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set SWPPP Waters of the US C1,52 DKIuDIA APPROVED OAT ON02122 ALE NUMBER: ra-p STORM SEWER GRATE NT CONSTRUCTION SPECIFICATIONS 1. STONE SIZE -USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE p LAYER. pppp0 pp 2. LENGTH -AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A REINFORCED CORNERS SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD 3. APPLY). THICKNESS -NOT LESS THAN 6 INCHES. 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO MANAGEABLE 2-FT PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE CONTAINMENTAREA I FAMILY RESIDENCE LOT. 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO / PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING /\ WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR Al NOTES: CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 1. INSPECT AT FREQUENCY DESCRIBED IN SWPPP SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC DOCUMENTS. REPAIR OR REPLACE AS NEEDED. RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. REMOVE SEDIMENT ACCUMULATIONS WHEN 8. WASHING -WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR FILTER CAPACITY IS REDUCES BY 50%. TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED Left AFTER EACH RAIN. Stabilized Construction Entrance (BMP 5A) Scale: NTS TOP OF BANK \ TOP OF BANK \ BOTTOM OF BOTTOM OF /•W•�•'•W•%• .'.'.' .'C .'.'.'.W�f './* .���.�.' / ` , ` , ` - ` CHANNEL CHANNEL CONTINUE ON OPPOSITE SIDE OF CHANNEL \ . \. ` Fiber Roll Install (BMP 35) Scale: NTS `"eT""� "11NIMUM N0. 10 GAGE WIRE REQ'D) FILTER FABRIC EXISTING GROUND II COMPACTED NATIVE MATERIAL 4+ 6" MIN. FABRIC ANCHOR DETAIL NOTES: 1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE € FINAL GRADING AND SITE STABILIZATION. 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR e WOVEN. 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS -SECTIONAL AREA OF Z. 3.0 SQ. IN. POST SIGN NEAR BASIN G99FS- NOTES 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. 10 MIL (MIN.) PLASTIC LINER Drop Inlet Protection Type I (BMP 31) Scale: NTS SEE WOOD STAKE Fiber Roll (BMP 35) Scale: NTS SEASONAL HIGH p WATER EL. NOTES: 1. THE SWPPP COORDINATOR IS RESPONSIBLE FOR PROPER BASIN SIZING. 2. IN NO INSTANCE SHALL WATER BE ALLOWED TO DISCHARGE OFFSITE WITHOUT APPROVAL FROM THE RECEIVING AGENCY AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. BOTTOM OF BASIN TO BE CONSTRUCTED A MINIMUM OF 3-FEET ABOVE THE ESTABLISHED SEASONAL HIGH GROUND WATER LEVEL. 4. REFER TO IDEQ BMP NO.46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS. DANDY SACK - SPECIFICATIONS NOTE: THE DANDY SACK- WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MONORLAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: REGULAR FLOW DANDY SACK- (BLACK) MECHANICAL PROPERTIES TEST METHOD UNITS MARV GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.78 400 X 1.40 315 GRAB TENSILE ELONGATION ASTM D 4632 % 15 X 15 PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.67 150 MULLEN BURST STRENGTH ASTM D 3786 KPA PSI 5506 800 TRAPEZOID TEAR STRENGTH ASTM D 4533 KN LBS 0.67 150 X 0.73 165 UV RESISTANCE ASTM D 4355 % 90 APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 FLOW RATE ASTM D 4491 1/MIN/M GAL/MIN/FT 2852 70 PERMITTIVITY I ASTM D 4491 1 SEC-'0.90 Fl-FLOW DANDY SACK- (SAFETY ORANGE) MECHANICAL PROPERTIES TEST METHOD UNITS MARV GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.62 365 X 0.89 200 GRAB TENSILE ELONGATION ASTM D 4632 % 24 X 10 PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.40 90 MULLEN BURST STRENGTH ASTM D 3786 KPA PSI 3097 450 TRAPEZOID TEAR STRENGTH ASTM D 4533 KN LBS 0.51 fl15 X 0.33 75 UV RESISTANCE ASTM D 4355 % 90 APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 FLOW RATE ASTM D 4491 1/MIN/M2 GAUMIN/FT z 5907 145 PERMITTIVITY ASTM D 4491 SEC-1 2.1 `Note: All Dandy Sacks- can be ordered with our optional oil absorbent pillows Fiber Roll Stake Section (BMP 35) Scale: NTS 'E SURFACE r � / LAND hEAGROUP r W CO) a a Q CL 0 C) Cp y Q W Q coo 16. CD a_ O= o 0 y C.D w o Revisions 1. Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set SWPPP SWPPP Details Silt Fence Install 1 (BMP 36) 0: V / Scale: NTS Concrete Washout (BMP 13) Scale: NTS Temporary Sediment Basin (BMP 46) Scale: NTS C1,55 APPROVED rj j�xT H E DAM.nanazz LAND = G RO U P FIa NUAPoEA: roan 7' ACHD SIDEWALK 7'ACHD EASEMENT SIDEWALK EASEMENT 1 9 50' R.O.W. 10, 25' 25' JOINT TRENCH UTILITY 9.5 16.5' 16.5' 9.5 EASEMENT 5' LANDSCAPE LANDSCAPE 5' 1' (TYP. BOTH SIDES) STRIP STRIP 1.75% 0.25% 2% 2% 1.75%10.25% STANDARD 3" ROLL CURB AND 5" THICK CONCRETE SIDEWALK 4-IN OF 3/4" MINUS CRUSHED GUTTER PER ACHD SUPP SD-702 5" THICK CONCRETE SIDEWALK PER ACHD SUPP SD-709 AGGREGATE BASE, TYPE 1 OR STANDARD 6" VERTICAL PER ACHD SUPP SD-709 STANDARD 3" ROLL CURB AND CURB AND GUTTER PER ACHD GUTTER PER ACHD SUPP SD-702 2.5-IN ASPHALT, SP-3, 0.50-IN (1/2") MIX PG-58-28 SUPP SD-701 OR STANDARD 6" VERTICAL 4-IN OF 3/4" MINUS CRUSHED 4-IN OF 3/4" MINUS CRUSHED CURB AND GUTTER PER ACHD AGGREGATE BASE, TYPE 1 AGGREGATE BASE, TYPE 1 SUPP SD-701 10-IN OF 6" MINUS UNCRUSHED * CONSTRUCT FULL DEPTH ROADWAY BASE SECTION CONSTRUCT FULL DEPTH ROADWAY BASE SECTION AGGREGATE BASE *NOTE: EXTEND 6" MIN. BEYOND TOP BACK OF CURB EXTEND 6" MIN. BEYOND TOP BACK OF CURB COMPACTED SUBGRADE WHERE CLAY SUBGRADE IS ENCOUNTERED THE PIT RUN SECTION MUST BE INCREASED TO 14-IN Local Road Typical Section Scale: NTS 30' COMMON LOT U 10, 10' VARIES 2% 2% _ 2.5-IN ASPHALT CONCRETE 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1 12-IN OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED SUBGRADE Shared Driveway Typical Section Scale: NTS 12" RIBBON CURB a VARIES 6-FT CHAIN LINK FENCE 6-FT VINYL FENCE RIDENBAUGH CANAL SIDE ADJACENT TO LOTS 5' 10, 5' U e=_A 5' 5' VACS 1.75% 1.75% VIES �s 2-IN ASPHALT CONCRETE 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1 NOTE: SEE SHEET C1.03 FOR OTHER DETAILS. Pathway Typical Section € Scale: NTS s ry�m LL9B NOTE: PROVIDE SCORE JOINTS AT 10'-0" O.C. Concrete Ribbon Curb Scale: NTS FINISH GRADE PER PLANS 6"x12" CONCRETE BAND y" RADIUS ASPHALT PAVING PER PLANS AGGREGATE BASE AS SPECIFIED COMPACTED SUBGRADE TME W V) a E CL O C) Cn W Q C3 i Q CD PENN Q 0 = in CD y CO3 w o Revisions 1. e Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Details Roadway Typical Sections C2,01 DWIuDIA )- APPROVED ONOW2 r FG:2686.85 STA: 70+23.25 1 OFF: 30.861 92. FG: 2686.78 I � 00 \ 0 ° Jp \ 0 00 00 0 STA: 70+19.81, OFF: 19.43'L TBC:2686.65 FL: 2686.26 1.56% I \ _W Red Clay y \ /STA: 70+32.08, OFF: 33.14'L TBC:2686.95 STA: 70+30.81, OFF: 30.31'L TBC:2686.90 STA: 70+73.52, OFF: 45.371L TBC:2687.04 STA: 70+80.02, OFF: 31.05'L TBC:2686.83 \ STA:70+83,79 O 9 OFF: 37.13'L `FG2686.91 STA: 70+93.16, OFF: 20.26'L TBC: 2686.58 Sheet Notes: =THE� 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. �!� j��� � 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL LAND SIDEWSLOPE IN ANY ALKS HDIRECTION. THERE ARE O TOLERANCES ALLOWED ABOVE ALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN ^THE MAXIMUM SLOPES. PS SHALL NOT EXCEED 1.12 = GROUP I I I 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OFGUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FG-FINISHED GRADE ELEVATION MX-MATCH EXISTING TC-TOP OF CONCRETE TBC-TOP BACK OF CURB I FL -FLOWLINE ELEVATION 1 FL GB-FLOWLINE GRADE BREAK 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. Keynotes: �� 1. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. 2. CONTRACTOR SHALL CONFIRM AS -BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES STA: 71+08.94, OFF: 16.501 TBC: 2686.35 2685.95 268a r W a a � _E CL O 0 cp C W Q Cz Q CL) Cn _ CL) z o y Q w o Revisions 1. �ycstONAL E 04 05T t� 109 1 sT Ro qT f OF \Dr f9�N=4 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Details Intersection Details o �/ 7 �� W. Red Clay Way/S. Border Way & W. Timberwood Drive ry 1 \ � Scale: 1" = 5' LL9B C2,1 0 DWRIDIA )- APPROVED ChM, ONOW2 ry�m Ell LL9B Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FG-FINISHED GRADE ELEVATION MX-MATCH EXISTING TC-TOP OF CONCRETE TBC-TOP BACK OF CURB FL -FLOWLINE ELEVATION GB- GRADE BREAK FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. ynotes: CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. CONTRACTOR SHALL CONFIRM AS -BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES „%=THE LAND GROUP r W CO) a a � _E CL = o O ap C W Q C'3 Q CL) Cn _ CL) z o 0 cow o Revisions 1. �ycstONAL E 04 05T t� 109 1 sT Ro qT f OF \Dr f9�N=4 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Details Intersection Details C2,11 D%- APPROVED ChM, ONOW2 i I I G I I I H I II R L- 1 d STA: 206+66.72, OFF: 16.50'L C I I I!BC: o STA:206+60.65 OFF:16.50'L �f TBC: 2668.52 1 1I I \I I� I F15 I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 JIf1. GUUtGJ.J4� STA: 45+64.17, OFF:13.83'R OFF: 28.501 TBC:2670.67 FG:2669.8 STA: 45+72.74, OFF: 16.42'R TBC:2670.95 77 Qz STA: 45+78.74, OFF: 16.42'R TBC:2670.80 GB:2670.25 STA: 45+57.51, OFF: 11.92'R� TBC:2670.39 GB: 266E S Summerson Ave 46+00 GB: 2670. STA: 45+57.50, OFF: 12.081 TBC:2670.55- - - - - - - - - - '' --------------------- g � 1 I I II � I 1 I I I I � I I I I STA: 206+64.51, OFF:16.50'R TBC:2668.47 STA: 206+58.57, OFF:16.00'R TBC:2668.66 1. 11 X GB:2668.73 TBC: 2669.11 `F R12 I GB:2668.78 R12 11� I STA: 206+45.11, OFF: 12.0OIL STA: 206+44.52, OFF: 12.03'R TBC: 2669.16 24, BC -BC TBC: 2669.19 \ 'V FG: 2669`40 6.86% FG: 2669.23 - - - - - - - - - - - FL: 2668.79 FL: 2668.75 5.40% - - - - - - - - - - ✓ STA: 206+37.07 \ - - - - - - - - - - - - - - - - - - OFF:21.00'L s a STA:206+36.26 FG:2669.48 ° 26 n. OFF:20.64'R 1 "-FL 2668.89 s 2668.78 7T 8 33% y,� � FG: 2669.32 \ FG:2669.71 a GB:2668.95 7.50% \ o STA: 206+29.22, OFF: 16.99'R FG: 2669.38 STA: 206+28.43 O STA: 44+73.08, OFF: 14.91'R - - - - TBC: 2669.28 / OFF: -- - - R 1.75% .� GB:2669.14 1 QR' TBC:2669.48 STA:44+61.11,OFF: 16.43'R STA: 266+29.73, OFF: 17.59'L 1.75% N _STA: 2669.26 o A� FG:2669.47 o TBC:2669.57 - o d / TA' 2 2 7 FF' 21 'L c S . O6+ 5.9 , 0 .33 °°°°° TBC:2669.95 v-60° GB:2TBC:2 I STA: 206+24.94,OFF: 21.29'R TBC:2669.31 FL: 2669.71 FL: 26681.87 1.54%�2669.80 1 1.21 % FL: m m r FL: 2669.97 a� 1.38% a Cn c J � d o 1 J r FG: 2670.04 ff T o STA:205+86.771 �o T 1 `OFF: 28.50'L ry �� S. Summerson Way & W Rio Be Plata Drive OFF: c N / \ STA: 205+79.24 -�� 21.00'L ---gym--- m FG: 2669.7; - 1l v. Gooa.q� I I I I I I I I I I I I I I I I I I I I I I I I I -- I j �0 FL:2669.87 N /-GB: 2669.85 I FL: STA: 205+90.34, OFF: 21.331 TBC: 2670.16 I STA: 205+91.38, OFF: 21.29% STA: 205+86.59, OFF: 17.59'L TBC: 2669.33 TBC:2669.86 STA: 265+87.09, OFF: 16.99'R GB:2669.40 TBC:2669.30 -I- 45+00 \STA: 44+67.11, OFF: 16.43'R GB: 2669.06 TBC: 2669.50 zssy\ STA: 44+84.24, OFF: 11.93'R S Summerson Ave TBC:2669.41 U m N 1.03% GB: 2669.01 FL: 2668.92 STA: 44+84.23, OFF: 12.09'L 668.89 TBC:2669.43 p. STA: 44+78.43, OFF: 13.991L TBC: 2669.46 n o Q 1.75% FG:2669.46 \FG:2669.95 FG:2669.37J LSTA:205+87.88 FL:2669.24 FL:2668.80 7.35% FG:2669.32 OFF:28.50'R 1 ae8.30%0 - �--- \ / Y °°° 6.83%' � '� � `� FL:2668.77 � STA: 205+80.05 O FL:2669.15 OFF:20.64'R I 5.27% i 24' BC -BC FG: 2669.24 /- - - - - - - - . .20, OFF: 12.00'L I STA: 205+71.79, OFF: 12.03'R& Q/ R12' GB:2669.09 GB:2668.80 I R12 TBC:2669.21 / 1 1 STA: 205+66.29, OFF: 13.90'R 1 OFF: 13.94'L TBC: 2669.11 I I R1g, I gAvF+ I STA: 205+57.74, OFF: 16.50'R 6.50'L TBC: 2668.99 I 1 ' I I I I L c I I I I R I I a I I o I � I I I � I I � Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FG-FINISHED GRADE ELEVATION MX-MATCH EXISTING TC-TOP OF CONCRETE TBC-TOP BACK OF CURB FL -FLOWLINE ELEVATION FL GB-FLOWLINE GRADE BREAK 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. Keynotes: __�D 1. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. 2. CONTRACTOR SHALL CONFIRM AS -BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES „%=THE LAND GROUP r W a E CL O O cp C W Q C i Q Cn c z Q 0 0 w 0 Revisions 1. �ycstONAL E 04 c,5T c� 109 1 sT Ro gTfOF0 f9�N=4 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Details Intersection Details 9 Scale: 1" = 10' LL�a C2,12 �ERIDIAN;•- APPROVED I ChM, ONOW2 rurnx� "P� — — — — — — — — — — — — — — — — — — — — — W Evening — 86 00 — 85+50 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FG-FINISHED GRADE ELEVATION MX-MATCH EXISTING TC-TOP OF CONCRETE TBC-TOP BACK OF CURB FL -FLOWLINE ELEVATION FL GB-FLOWLINE GRADE BREAK 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. Keynotes: __�D 1. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. 2. CONTRACTOR SHALL CONFIRM AS -BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES Curb Legend: STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND GUTTER PER ACHD SUPP SD-702 „%=THE LAND GROUP r W a E CL O O cp C W Q Cz Q CL) Cn _ CL) z o 0 cow o Revisions 1. �ycstONAL E 04 05T t� 109 1 sT Ro qT f OF \Dr f9�N=4 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Details Intersection Details ry�m LL�a W. Evening Sun Street & S. Summerson Way Scale: 1" = 5' C2,13 �E IR DIANs- APPROVED eAT 03/02/22 Fl["UMKR � SAND/GREASE TRAP (ISPWC SD-624) OR SEDIMENT MANHOLE (ISPWC SD-611) 2' RING & 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ COVER PER OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN ISPWC SD-617 PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS (TYR) TREES & SHRUBS AND DRAIN ROCK ARE NOT PERMITTED OBSERVATION ON TOP OF SEEPAGE WELL BED ELEV BOTTOM PERF <= EE COVER \ / / W ELEV BOTTOM BAFFLE NOTES SEE o 0 0 o NOTE 11 0 0% SLOPE o " S " 0% SLOPE r, y�\�NATIVE.\j \�\\' 2" WASHED VARIES -SEE 2" WASHED DRAIN ROCK PLAN SHEETS DRAIN ROCK �\ 5' OF 18" SOLID WALL PIPE WITH ASTM C33 5_� ASTM C33 > "; FILTER SAND FILTER SAND;. ; `. 4" OF J" PIPE BEDDING 3-FT NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN� SG;W� MINIMUM OF 1-FT TOP AND BED NON -PERFORATED ELEVATION SIDES ONLY TO PERFORATED PIPE SECTION NOTES: N.T.S. 1. BMP 1-4 OR VEGETATED PRETREATMENT i; REQUIRED. 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE B. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES 9. BED WIDTH SHALL REMAIN CONSTANT 10. WATERTIGHT CONNECTION REQUIRED 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF Q100 VELOCITY THROUGH STRUCTURE > 0.5 FPS COVER NOTES: FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR J" TO 2" ROCK IS REQUIRED WITH MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE SUBGRADE 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES 2017 SEEPAGE BED WITH STANDARD DRAWING ACHD STORMWATER GUIDELIINES DESIGN OPTIONAL CHAMBERS BMP 20 SHEET 1 OF 3 SEEPAGE BED INFORMATION TABLE BED NO. DRAINAGE AREA SG TRAP TOP OF ROCK BOTTOM OFROCK BOTTOM OFSAND LENGTH WIDTH DEPTH 1 2.11 AC SG 1 2669.56 2658.06 2656.56 100-FT 10-FT 11.5-FT 2 3.10 AC SG 2 2666.11 2655.11 2653.61 153-FT 10-FT 11-FT 3 2.43 AC SG 3 2667.34 2655.84 2654.34 115-FT 10-FT 11.5-FT 4 1.81 AC SG 4 2667.10 2654.60 2653.10 80-FT 10-FT 12.5-FT 5 0.93 AC SG 5 2664.77 2655.77 2654.27 68-FT 8-FT ff ACHD Seepage Bed Detail Scale: NITS NOTES: 1. INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION PRIOR TO BACKFILLING. ACHD TO SUPPLY THE DEVICES. 2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED DESIGN RATE 6" PER HOUR. SECTION N.T.S. 2017 ACHD REVISION GRADE s PLAN CONCRETE COLLAR N.T.S. �18 � m I I B 3 SECTION CONCRETE COLLAR N.T.S. STANDAR FORHPUBLIC WORKS GROUNDWATER STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD-627 (ACHD SUPPLEMENT) 1 OF 2 LEGEND WELL COVER, 8" CIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) O 3/8" CIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER ' TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE - CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS © PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY USE 4" PIPE OO NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK On POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY >p BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES NOTES: 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR STORM DRAINAGE FACILITIES 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION Groundwater Observation Well Detail Scale: NTS INLET/OUTLET PIPE SEE PLANS FOR PIPE CONFIGURATION SIZES AND REQUIREMENTS (FYP.) 0 0 PLAN LJ [12" MAXIMUM GRADE RINGS. IF GREATER THAN 12" IS REQUIRED USE MANHOLE CONE SECTIONS. RIM: (E) 9" MIN. FINISH GRADE VARIES TOP: (F) J r (C) (B) INVAN:(A) INV-OUT: (D) 24" SAND AND GREASE TRAP (PER ACHD SO BMP-01) 1500 Gallon Sand & Grease Trap Details Scale: NTS Sheet Notes: 1. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF DRAINAGE FACILITY TO PROVIDE 3' MIN. CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE FACILITY. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. 2. BOTTOM OF SAND LAYER ELEVATION IS THE MINIMUM EXCAVATION. Groundwater Note: 1. GROUND WATER DATA FOR THIS SITE IS BASED UPON SITE CONSULTING, LLC. GEOTECHNICAL REPORT FILE NO 21831-A, DATED SEPTEMBER 10, 2021. GROUND WATER IS ESTIMATED TO BE BELOW 50-FT FROM EXISTING GROUND. ACHD SAND AND GREASE TRAP SG NO ELEV A ELEV B ELEV C ELEV D BAFFLE SPACING Qwq cfS 1 2668.41 2668.31 2667.81 2667.56 18" 2.72 2 2664.96 2664.86 2664.36 2664.11 20" 4.00 3 2666.19 2666.09 2665.59 2665.34 18" 1.20 4 2665.95 2665.85 2665.35 2665.10 18" 1.25 5 2663.62 2663.52 2663.02 2662.77 20" 3.14 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. -� or1� �� � LAND nagMIGROUP TME W CO) a a Q E CL O O Cp COD Q W Q coo i Ch CD a_ O 2 = 2 C:)2E CA C.) o Revisions 1. �5S10 4AL C or{ G\ST z 109 1 sTgr f O\OP�o F J 9�N DEN 10/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Details ACHD Drainage Details C2,50 BY: DATE: ADA COUNTY HIGHWAY DISTRICT / I " B1 L02 are oAPPROVED s / � i b v I / / I / / � � � ,627-SF Ngo Ill ruWANIA��� l l / l l / l lId / b / / / / �i r2, l / o / / / m a � � ♦ �@ � _ / � / / v 62 Lot � \ 5,592-SF / / //. / �/ / r 4,PIRR STA: 2+52.90, OFF: 49.24'L \ i o - ` TBC: 2686.39 / V . N STA: 2+16.47, OFF: 44.32'L All I v 3s _� 0�6p / m l \ o �o v \ ^ • � � � TBC: 2686.35 �/ STA: +86.52, OFF: 8.00'L d" � N N /_ EOP: 2686.23 � �� �ti •`�' � � m 5 STA: 0+67.55, OFF: 8.00'L�r- / EOP: 2685.80, M SAWCUT my tiQ �,w o• + 1 Qi / 3 / h ¢ . - - - - + / L�/ �� / LINE/ ti �. / �� + �- Q-------�---- 4-n a t /�2I 3 / 3 / END CONSTRUCTION @� STA: 0+67.55, OFF: 8.00'R R2' Q / N / STA: 3+75.80, OFF: 0.00' 0° EDP:2685.80 6 cr EVC:1+26.02 3 y / / 12"W 12"W \ - o STA: 0+66.52, OFF: 8.00'R�� J o0 12"W / 26g1 12"W ( 4+00 i) �6g / / / EDP: 2686.23rg6� \v'm � Co/ STA:2+18.03 (/ Z6g8� 1 3+00 M m \STA: 1+06.24, OFF: 2.34'R v - STA: 70+67.99 L - EDP: 2686.66 m 2+06 STA 0+95.48, OFF: 6.38111 ate; _ , - M - - J 2688 4 EDP: 2686.42 I cc _PT PT STA: 2+05.29 ( • /� �. M 1 V 1 0 / 3 / c / / •� / No /m'+ \ J , \ T 111 ry Q _,L609'� \�i 9�,5 � o \ J^cc / / / // • / / Np / ^ '��/ �`�I i. �h M ,Q�L- 269� '° _�r�i �� - coo- _J / - - ,L co y �_ m X- __ �• it 8==-- w / / • / / / \ \ m a/ 1 �+ 2688 - + �21 cN+) \\_ N NN UQ --a- / �ro /o an r-n 88 q �\ o N---------------\ G G// G I�� G/ G G vSTA:1+85V13, OFF: 5R I 2 �� G G G G G G C*/ G / G TBC: 2686.45 d 6�6I ~ �l STA: +84.14, OFF: 54.24'R / / STA: 2+08.62, OFF: 66.20'R /\ TBC: 2686.38 / 7 TBC: 2686.38 &wr\.W Timberwood Drive 20 4 al Scale: 1" = 20' 2694 2692 2690 2688 2686 2684 2682 2680 2678 N N 2694 2692 2690 2688 +.:: Sheet Notes: T H E 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE % IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OFMERIDIAN LA N D AND ADA CT STANDARDS. GHWAY IAPPROVAL. IRIOR ITHOUT PUNTY NOEXCEP IONS ARE PERMITTED ERMITfED WS, WRITTEN GROUP 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 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 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 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. 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. Roadway & Drainage Notes: �0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. r 3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED UJ INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. Cn 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL a HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. 5. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT REPAIRS. ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF -SITE. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD O RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION O 6. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN VERTICAL CURB AND GUTTER cn 7. CONSTRUCT TEMPORARY DRAINAGE SWALE 33'Wx40'Lx1.5'D. WITH 4:1 UJ SIDE SLOPES. BOTTOM ELEV: 2684.88, TO ELEV: 2685.33 Q C 8. CONSTRUCT 6-IN VERTICAL CURB (NO GUTTER) PER ISPWC SD-710A i CD Curb Legend: STANDARD 6" VERTICAL CURB AND GUTTER SUPP SD-701 z PER ACHD _______ STANDARD 3" ROLL CURB AND O O GUTTER PER ACHD SUPP SD-702 Q w 0 Signage Keynotes: _-0 1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. Signage Installation Notes: 2684 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY 2682 ACHD IS PROHIBITED. 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2680 2678 06 2 N -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1 +00 1 +20 1 +40 1 +60 1 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 W. Timberwood Drive: ta. -0+40 - 4+00 HORIZONTAL SCALE: 1" 20' VERTICAL SCALE: 1" PVI STA: 0+76.02 PVI ELEV: 2686.61 K: 28.97 LVC:100.00 STA: 3+75.80 o oODo o EL: 2688.25 v N ao o N ri co PROPOSED GRADE AT CENTERLINE END CONSTRUCTION m m ? w 155% ----- EXISTING GRO JND AT CENTERLI E N � / 1ADE ELEVATION / ID ELEVATION EXISTING GROUI PROPOSED GI A CENTERLINE AT CENTERLINE O cc? (O r R (O ,n N (O M t2 u r -! (O (O N O N O M V O O (O T r C` O O] W r N m N a0 O N th V O O O f0 O O O O N O N N M W V W O W ,tj O W ,tj O W W f0 O W O O W W O W O O W W W c W W e m W l0 N l0 O N N O O N N l0 O N N l0 O N N f0 O N N 1p O N N O O N N l0 O N N f0 O N N fD O N N fD O N N fD O N N f0 O N N f0 O N N f0 O N N fD O N N fD O N N f0 O N N fD O N N fD O N N O O N N Revisions 1. �5S10 4AL C or{ G\ST z 109 1 sT0OgrfOF' J 9�N DEN W/26/2D2_1 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan & Profile W Timberwood Drive C3,01 APPROVE \���� AI I L �� (\ II //\\ I / �' �I �/ _ / ah oa�avzz \ \ EVC: 1 +26.02 ) \ (\ I ' / I \ " / ) 'I �/ 1 \-6,625-SF \ PC STA: 1+I27.95 \ / V ) \I / ss25-SF / J FLLNUABFA: rv-mz,msr o - / \(\ I \ I \ / \ B1 L02 B1 L03 1 6,625- F a 6,627-SF 1 \ V SEE SHEET C2.10 FOR \ \ i INTERSECTION DETAILS �a/cv� ���-o" / v /' 1 1 � Sh a 3.0 - \ \ \ + + ± - - - - - -'/ r- u' �� _ _ 2880 o 3 1 '�! o 529 l w IL `n - :n _ _ - - - - _ "' " f / --- / 7q+00 W 1 1 \------- - -- r / \ OFF 1 70+a 8"SS \ I \ \\ \ \ / -_ _\ ------ --------------- _ 1 \ 1 8„SS\ 3 J \ o �° 73+00 d C-�o m \8' -5 8SS \\18W Rm o\\ S�71{OU '8 � I y Wa d / _ - I 4 I- m %' 1 _„W 3 1 \\ y L� `�� �o�4j ,0 0° ��S11 co�`b cr --- - - ------ _ - - - 5 8„W rn 8 W 8, L �J \ 1 J - ti� ` \O 2 I 1 See ` e 3.0 c� S Border Way % Horizontal Scale: 1" = 20' 2692 2690 2688 S Border a : Sta. 70i 00 - 74+40_ HORIZONTA VERTICALSCALE: SCALE:1" 1" = 20' ' STA 70+3 .99 GAS LINE EASEMENT / �I i i t5u� 2686 STA: 70+03.63 EL: 2686.25 END CONSTRUCTION PHASE 1 2684 2682 2680 2678 2676 2674 V cOD N - - \ N+ cD N 1 F- / N\ 1 / \ � tilb I B2 L02 \ 0 N + - O / / L6 / / / .. N / +wwLL rn / Cl L( co / / / / \ car /Z Qi / / / / 4,829- F B2 LW 7,829-SF / / B2 L06 4,829-SF / ��lo N B2 L05 I / 4.829/F/ 0 20' 40' - ---EXISTING GROUND AT PROPOSED GRADE AT PVI STA: 73+96.92 PVI ELEV: 2677.97 K: 20.00 LVC:40.00 cc rn-6 2692 2690 2688 2686 Sheet Notes: T H E % 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LA N D NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. == GROUP 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 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 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 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. 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. Roadway & Drainage Notes: �0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. r 3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED UJ INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. Cn 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL a HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. 5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN VERTICAL CURB AND GUTTER 1- O Curb Legend: O cp C STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND W Q GUTTER PER ACHD SUPP SD-702 coo 0 CL) CD Signage Keynotes: �0 = 1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. c z Q o 0 CO) w QQ COD 2E Signage Installation Notes: Revisions 1. 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL 2684 ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. 2682 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2680 2678 2676 2674 N 70+00 70+20 70+40 70+60 70+80 71 +00 71 +20 71 +40 71 +60 71 +80 72+00 72+20 72+40 72+60 72+80 73+00 73+20 73+40 73+60 73+80 74+00 74+20 74+40 EXISTING GROU D ELEVATION PROPOSED G ADE ELEVATION A CENTERLINE AT CENTERLI E O NlD Mr O clN 0 0 0 clO O- O OV ^O O V OD O lD O, O tD O O D O D O (O O L6 O L6 O V O c9 O CJ O N O O O O O O O 6 O O, O OD W^ O OD O O W N O O N c0 O O cu N O O cu N O O cu N O O cu N O O N c0 O O cu N O O N N O O N N O O cu N O O cu N O O cu N O O cu N O O cu N O O cu N O O cu N O O cu n O O cu n O O cu n O O N O O N cu n O f0 N N N N N N N N N N N N N N N N N N N N N N �5S104AL C or{ G\ST z 109 1 sTgr f OF J q�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan & Profile S Border Way C3,02 CI(IU_IAIJVy- APPROVED ChM, ONOW2 rurnxW h n � C� N ^ Ci mo —.� ' S Border W. Horizontal Scale: 1" = 20, 2686 2684 2682 2680 2678 2676 2674 2672 2670 2668 O N N / MN �+ N N r cJ G r c+_ I B O6 5J0 SF J 1 / / 0 20' 40' 2686 2684 2682 2680 2678 2676 2674 2672 2670 2668 W U) N 74+40 74+60 74+80 75+00 75+20 75+40 75+60 75+80 76+00 76+20 76+40 76+60 76+80 77+00 77+20 77+40 77+60 77+80 78+00 78+20 78+40 78+60 78+80 S. Border Way: Sta. 74+40 - 78+ 0 HORIZONTAL SCALE: 1 = 20' VERTICAL SCALE: 1" _ ' - — — — — — — cq cq +ao -- " IXISTINGGROUN -- m J CD W -- -- AT CENTERLINE PROPOSED GRADE AlCENTERLINE — — — — M \ � ^ N SDMH 01 CB 02 -0.63% CB 01 SG 01 6 — — — — — — — — — — — — — — — — — — — — EXISTING GROUI ID ELEVATION PROPOSED G ADE ELEVATION A CENTERLINE AT CENTERLI E V O V CiJ r V r T V CP r V n r V O V C7 O V r V CP O V n O V N N fD V 0 O (O V T a0 O f0 O n O N C7 O V T O (O N f0 C2 O O O r m N Q N ^ M N ^ M N ^ N M O N N O N N O N N O N N O N N O N N O N N O N N O N N O N N O N O N N O N N O N N O N N O N N O N N O N N O N N O N N O N N O N N Sheet Notes: T H E % 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LA N D DS,ADA COUNTYIRIOR GHWAY . NOEXCEP IONS ARE PERMITTED WITHOUT PAND WRITTENICT APPROVAL.. GROUP 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 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 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 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. 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. Roadway & Drainage Notes: �0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 2. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. TIME 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. UJ 4. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. y 5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-I1\1 a VERTICAL CURB AND GUTTER 6. CONSTRUCT SEEPAGE BED NO. 1 1O'Wx100'Lx11.5' D SEE SHEET C2.50 FOR DETAILS 7. SEEPAGE BED EASEMENT Curb Legend: OSTANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 O STANDARD 3" ROLL CURB AND y GUTTER PER ACHD SUPP SD-702 W Q C Q i CD Signage Keynotes: 1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. c a O = o 0 Signage Installation Notes: y zz v 2 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD 0 STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL Revisions ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND 1. APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. �5S104AL C G\ST z or{ 109 1 sTgr f OF \D0, J 9�N DEN W/26/2D2_1 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan & Profile S Border Way C3,03 DEIuDI*r ---- B1L14 ��7.324-SF APPROVED�u1�5 /7ze3'-SF B1 L16 ___1r - - - \ `2s7 \ Fug ��� 082 / ^ I I J / 7.245-SF B1 L17 ✓ BI L18 y \ / 7,571-SF 6 \ \ \ \ \ \ \ \ ? \ B� L19` \ 267$ „\ o°o°o \ \ \ ,j�'` - EMERGENCY ACCESS ROAD SEE o DO \ ` < _ / I SHEET C3.10 FOR DETAILS00 L GO 9 OJ GN OJ-.oD \\ \ i� 'n0 00 v- 1- co -.� Q1 - \ _ m\\\\-j'- \\\\� Nap m, cl. - o _- - �S�j \ c / m0 / Uteri I Nam/ C" OOONT M CD cQ \fir 8'SS \ _ _� „ _ T m - \-------- ------ ---- �--------a.... �- "O"�-+ \\ +_ _ MR Q 3 _ 81ISS(_w-^--------------- - - I-- � Q _ _ \ \ \ \\\ _ 80+00 8 SS ------------- --- -------------------------------- ---------- \ -- 8°W A 1� S ?6�4 ��S ?6j6 $S?67�sio 6jg S60 ` \ i \ _ 'n' 8"W 1 - I - \`` 81+00 �, SS 8"SS - `- / 8 SS a 8--SS -� STA: 83+04.85, OFF: 16. \ \ \ m \ 82+00 �^ \ ---_ 267 I- \\ I - �_- - \ I - /\PC STA:82+82.26 '^ TBC:2669.12 \ 8"W / \ - \ 1 H � 0 \ PT STA: 81 +03.82 M � � 0 w ----------- 8„W 8" \ \ 8aN 8" - - I 8„ W + - - - - \ � �� \-moo --- �--- "� 'ro; \ - � � -cp ciQ .:v _ .. -- - ¢ - y - - 55 � I (t/`f U - R / F- \ NN �U} ( \ O+_ - - U\ � i N 1\ _- / �\ N- \ \\ N BJI Horizontal Scale: 1" = 20' 2684 2682 2680 2678 2676 2674 2672 2670 2668 2666 M N EXISTINGGROUND AT CEN ERLINE / 0.63% PR POSED GRADE AT CENTERLINE EXISTING GROU D ELEVATION PROPOSED GRADE ELEVATION A CENTERLINE AT CENTERLINE m LL� N O 1� LLS N Ql n V N Ql O V m (O M m LLS OO r n W O r �2 M m N m r r T u7 W M n r O O M O N r r V O OO T n N m -R V M C M M r` C m O O O m O W aj aD Qj aD aj W pj I� aj r Qj 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 W. Evening Sun St.: Sta. 78+80 - 83+00 HORIZONTA SCALE: 1" = 20' VERTICAL CALE: 1" _ ' 2684 2682 2680 UJ Cn cn 2678 UCz J Sheet Notes: W. Evening Sun St.: Sta. 78+80 - 83+00 HORIZONTA SCALE: 1" = 20' VERTICAL CALE: 1" _ ' 2684 2682 2680 UJ Cn cn 2678 UCz J Sheet Notes: 2684 2682 2680 UJ Cn cn 2678 UCz J Sheet Notes: =� �%_- TH E 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE ►�/ / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND . NOEXCEPTIONS AREDPERMITfED WIOTHOUT PIRIOR WRITTENDISTRICT =GROUP 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 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 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 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. 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. Roadway &Drainage Notes: �0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. r 3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. 4. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. a 5. CONSTRUCT 4-FT WIDE ASPHALT PATH TO ROADWAY. 6. VALLEY GUTTER PER ACHD SUP SD-708. 7. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. O � 8. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. O 9. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT REPAIRS. ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF -SITE. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY Q 2676 Signage Keynotes: �0 1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. 2674 Signage Installation Notes: 2672 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. 2670 CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2668 2666 N N 78+80 79+00 79+20 79+40 79+60 79+80 80+00 80+20 80+40 80+60 80+80 81+00 81+20 81+40 81+60 81+80 82+00 82+20 82+40 82+60 82+80 83+00 Revisions 1. �5S10NAL G\ST C {,� 109 1 lfT�rf OF �OP�o J 9�N DEN 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan &Profile S Border Way C3,04 APPROVED /'' �^ I \II \ / � � � � � ohm � � 1b w \ / / / v 131 L21 'fib 267Q- �ry - - 6�3 _ - - / \ _ - - �- - - - - -� _i C? •v+ r \ - - i / � / I \ - O J _ - - - - - - - -- FUM / /� 8,474-SF /_--`L 1 J �\ No / ---' ----------��--2.672------- row \\i/�_ D� / rJ �.m� / \ \��� co'ou' ---- -_-m`o----2671-- �1-_--- \ _�----_�'_---- - wo� ----- / / `°� mm N� �/------------ �N�_ 2670_-2669-� �LL --- / -- mp--------- ----- t / /I N` mLL \ 1 /-1 mo / 1 -- f-� i \------- - - _--- -\- O 1 / m' o / oR �/ r + / e --- m----- -_---- ---\ / + ----- --- ---- "TMm-------- - - + - - - - - - / �.__- rL-------LR ------ ------ a -- N / _ - 2 _ _ _ 5 / a / 1 I / -- /-------------- _ Uo------- \ of - - -------- --- ------------------------------ -- 6 l 9• / _----------- - ------------- --- - ---------- D 601CB 03 -W 6� 63 / ' - - - - INLET PER ISPWC S - 12 W / ' / 2 ,,--- I 2r/ \ - 12' --LFOF12-IN PVC AT0.40% -�- 2667 87+00 STA: 85+57.23, 15.67'L ;!��311 - - - 86+00 I 8.-SS 4` 1 9 - FF, PT STA: 83+85.06 I I m 668 85+00 O RIM. 2667.63± - CB 04 - I - - 8"S 6sa J 84+00 I + I - Tm- ' - SUMP: 2664.11 ' INLET PER ISPWC SD-601 "SS / / / o IE OUT: 2665.11, 12-IN PVC (SW)_ 8 $ STA: 85+57.23, 15.67'R 1 8 0100=2.28 CFS, 025=1.63 CFS O / �RIM: 2667.51± 4 6-LF OF 12-IN PVC AT 0.40% SUMP: 2663.98 _ __ - ----------- ----- / /-----____-- IE IN: 2664.98,12-IN PVC (NE) ------------------------ - / -- - -- ---------------------- - - - - ----------------- OUT 2664 98 12-IN PVC S - a SD SD O IE (W) ,' - � �� h -` 266j- SD SD LSD SD S ' . 0100=1.72 CFS, 025=1.23 CFS i P2s o - - -� 156-LF OF 18-IN PVC AT 0.00% ti � - / Q _V vq Ia7 - n_ -- -� p _V o - 1ri 3 Y R LL -� u: �o- y: N _ n - - - - . M fi u., yY� - T �- m - - --4"�IRR� - - - - _ _�� p k I �.,; co v m / TBC:26fo,2 s \ LL�� _ � �- o / _---mLL 100 --- 3 0 o _ ` _ '-- _ STA: 83+04.85, OFF:16.50'L 26 - D - - -�� -. ---1 - � 8 y SG 02 M o r ti a N \ I i / / o : LL 2669, �0°j C) 01 0 -- \ N cy \ 1 \ rn a /\\ o o- m o 0-GAL. S&G TRAPIIIIIII+' m h d 41-SF ( / , 9 _y + STA: 85+54.44, 20.55'R \ ^ m I cmo v I cmu ago s N m RIM: 2667.61 ± A-. .i \\\ \ \ -_-: \ t- cn '._ m N \ / N oo I y N m c� ¢ SUMP: 2663.11 m r \ Y 1 pia C<V IE IN: 2664 ? mr ran \ d _ c1 m r Gj r s .96, 12-IN PVC (NE) 2 J I Sepp el2FV. 66y m rm �Ir n ■ ►O / IE OUT: 2664.11, 18-IN PVC (NW) \ e } G3 a `S\ --- _ --2669- 1 R38.51 V \ B3L15 --- ----- - 1 - 1 6,051-SF \ o A vv A B4 L15 22,058-SF \ v 16501 TA: 82+82.26 6,10. / �� V A \ � 6zk6z6 �I v ; vvvv � SEE SHEET C2.13 FOR A w, A INTERSECTION DETAILS V - ' d 63 L13 � \ 8236-SF N '9�A I ;04 \v y\ J �� W Evening Sun St 20' 40' % Horizontal Scale: 1" = 20' I 1 1 1 1 1 1 1 1 1 1 `--- - - - - - - - - - - - - - EXISTING ROUND ATCENTE LINE 8 IR010SED GRADE AT CENT RLINE 156-LF OF 18-IN PVC AT 0.00% SG 02 I I I I I I EXISTING GROW D ELEVATION PROPOSED GRADE ELEVATION I A CENTERLINE AT CENTERLINE M O O m r � N N O O O 1� O V O N O Ql r 1p � O 1p O M m m m � 1p M m 0 m N N � Ql T m r m V CJ N O O OD I� T LL'l V CJ N O O T aD 1� LL'l V of m of "' m m m rn m rn m rn m rn m m °° r °° r °° °° r °° r+-: ^ r; cn cn m cn cn cn cn cn cn cn co cn m cn cn cn m cn m cn m cn cn (O N (O N (O N O N O N m N m N m N O N m N m N m N m N m N m N O N m N m N m N O N m N m N O N N N N N N N N N N N N N N N N N N N N N N N N W Evening Sun St: Sta. 83+00 - 8 +60 HORIZONTA SCALE:1" 20' VERTICAL SCALE: 1" 2678 2676 2674 2672 2670 2668 2666 2664 2662 O cn N 2680 2678 2676 MERIDIAN UJ Cn COO cc 2674 Sheet Notes: W Evening Sun St: Sta. 83+00 - 8 +60 HORIZONTA SCALE:1" 20' VERTICAL SCALE: 1" 2678 2676 2674 2672 2670 2668 2666 2664 2662 O cn N 2680 2678 2676 MERIDIAN UJ Cn COO cc 2674 Sheet Notes: 2678 2676 2674 2672 2670 2668 2666 2664 2662 O cn N 2680 2678 2676 MERIDIAN UJ Cn COO cc 2674 Sheet Notes: T H E 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF STANDARDS, LAN D . NOEXCEP IONS ARE PERMITTED WITHOUT PIRIOR WRITTENIAPPROVAL.RDS. �■/ =GROUP 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 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 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 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. 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. Roadway &Drainage Notes: �0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. r 3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. 4. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. a 5. CONSTRUCT 4-FT WIDE ASPHALT PATH TO ROADWAY. 6. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. 7. CONSTRUCT TEMPORARY DRAINAGE SWALE 33W x 401 x 1.0' D.4:1 SIDE O SLOPES. BOTTOM ELEV; 2664.87, TOP ELEV: 2665.87. � O 8. CONSTRUCT SEEPAGE BED NO 210'Wx153'Lx11' DSEE SHEET C2.50 FOR DETAILS 9. SEEPAGE BED EASEMENT Curb Legend: 0 � STANDARD 6" VERTICAL CURB AND � GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND GUTTER PER ACHD SUPP SD-702 a Signage Keynotes: �0 y Q � cw 1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. G Revisions 1. 2672 Signage Installation Notes: 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL 2670 ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. 2668 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2666 2664 2662 m m N 83+00 83+20 83+40 83+60 83+80 84+00 84+20 84+40 84+60 84+80 85+00 85+20 85+40 85+60 85+80 86+00 86+20 86+40 86+60 86+80 87+00 87+20 87+40 87+60 �5S10NAL C or{ G\ST {,� 109 1 1�1 �rf OF \OP�o J 9�N DEN 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan &Profile W Evening Sun St C3,05 �II APPROVED ( ohh 0savzz \ FUMMI i I 2682 2680 2678 2676 2674 2672 2670 2668 2666 2%4 r Horizontal Scale: 1" = 20' 1 13l L02 4y770-SF STA_ 45+`07.56, OFF: 42.18'R — Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE T H E IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF �A NOEXCEP IONS AREDPERMITFED WIOTHOUT PIRIOR WRITTENDISTRICT . =GROUP 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 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 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH ALL NOTES ON SHEET C1.00. y � � 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST ` I EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL \ I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. \ � 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. \ X I CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 4 \ I WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM I � SLOPES. I I 7 Roadway &Drainage Notes: �0 I 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.Cz 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 2 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. TIME n 3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH ]D o TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED UJ INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. n ADHESIVE MATS ARE NOT ALLOWED. 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL a HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE v RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. 5. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. 6. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN VERTICAL CURB AND GUTTER 0 20' 40' 7. CONSTRUCT TEMPORARY DRAINAGE SWALE WITH 4:1 SIDE SLOPES. = 0 33'W x 201 x 1.00. BOTTOM ELEV: 2667.35, TOP ELEV 2668.35 O cp y 211 Curb Legend: Q W Rio De lata or: StaO^co 1 1 1 o \ OMac oPOD . 43+8 2682 Y.1 � STANDARD 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND Q -------------- 2680 GUTTER PER ACHD SUPP SD-702 � ai 2678 Signage Keynotes: �0 � cc Q 00 1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. CA� cw Q G 2676 1 � Revisions 1. Signage Installation Notes: 2674 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE 2672 MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2670 2668 2666 2664 19 <D N z „48+40 48+20 48+00 47+80 47+60 47+40 47+20 47+00 46+80 46+60 46+40 46+20 46+00 45+80 45+60 45+40 45+20 45+00 44+80 44+60 44+40 44+20 44+00 43+80 �5S10NAL T C {,� 109 1 �T�rf OF OP�o J 9�N DEN 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan &Profile W Rio De Plata or 5,000-SF / Sheet Notes: �\ /��� -THEAPPROVED \ \ I \ I I I \ \\ - \ \ B3 L23 - - - - -\' 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r% %/��� ovozrzz \ \ �\ \ \ _ I 5,000-SF IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND r I� � \ \ / \ B3 L24 I 06 � 1 MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . FILE NUMBER. ra-mz,nms I I \ / - GROUP \ I I \ \ \ \ 5,000=sF / NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. _ _ . - � \ � ■ \ \ B3 L'25 � � �f \ I \ I / I \ SG 04 \ B3 L26 y \ 5,000-SF \ / / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN SEE SHEET C2.1 Z \ \ \ I B2 L14 I ( I \ g 1000-GAL. S&G TRAP \ '5,000-SF \ \ \ \ / I / / o / APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO \ I 4,369-SF + 16 STA: 206+68.76, 20.83'L - \ ? / Q �? 10 CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES FOR INTERSECTION I e t I RIM:2668.57± ' \_ - 26 \ I \ ? 2 J / / N LL DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT \ I I SUMP: 2664.34 6>> \ c, / mu / 69 LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE D ETQI LS \ I \ S e 3. 6 ( ) _ \ \?> \ 6 j / r o ti6 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL I '' IE IN: 2665.95, 12-IN PVC SE 6 ao ao \ L O \ mJ mr / v IE OUT: 2665.10, 18-IN PVC (NE) \ \ o / "� / ao DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE S603 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 1 \ ' 1000-GAL. S&G TRAP % J n J I I \ I _ o -?66J\ \ \ \v p \ _ - Q DIG -LINE 342-1585 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS / �wQ- of L I �_ - �NnJ v-' m,n NLL \ m \ _ ( ) I 10 \ STA: 205+53.26, 20.31'L,, 6 v - r / r I PRIOR TO DIGGING. \ mm m,io 10 RIM: 2669.38_ \_N�N�DT aon CO r--__ SUMP:2664.34 \ �iLL-LLB.. I I �r LL mo - m o m o ( \ m o ' m o - r - , N \ \ M N oo v a,ss 3. COMPLY WITH ALL NOTES ON SHEET C1.00. -------�- IEIN:2666.19,12-IN PVC(E) \ o -ono 1 I mo ~ c -� 9 - -+ +-_- �- -�- ` -T ___- CO \ b \ IE OUT: 2665.34, 18-IN PVC � N \ I r do m 2 - - - - o' - - o \ n vQ _ / - - I 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST - R N \ (h O mot- - - / + - ) _ - - - + + o \ a + +- M N - - \ _ 8' s EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL ' 6 �- o o`er + m- co -2666--- 0 1¢_' I ->< 2 ?66$1 N SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. -LSD- SO� \ C~6 i uari N' - SDI" \ _ 5 120-LF OF 18-IN PVC \ • \ ° -- - 0 00% SD SOI�°'s� SD 6a 1B m 1 n SD ---- \ -1 LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5 00% I 62 O >O �6 = O ----- \ \ „SS _ & - _ ` 8"W CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES \ ' --- -- -- --- \ 8\' S a _ WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY rn ?S �c� Cg pg 8"SS \ 69 m\ \ 208+00 \ rn6 8„w DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM / 7 \ v \ 5 11�,\ 2 I �i i SS INLET PER ISPWC SD-601 1��26 \, -m ` -;r,_ \ ___- / / / SLOPES. I I ' 205+00 \ 8°SSQ 4 `=BREAK: 205+55.66 ass 2 ?6 5 STA: 206+65.59,15.62'L O \ ' \ \ Ft I 32-LF OF 12-IN PVC AT 0.39% 206+00 6y RIM: 2668.49_ / CB 06 +_ - SUMP:2664.97 -d \ 8' _ Roadway & Drainage Notes: # ' INLET PER ISPWC SD-601 $ \+ 32-LF OF 12-IN PVC AT 0.40% IE IN: 2665.97, 12-IN PVC (SE) � 8,.W - �� - ° I y g STA: 205+55.66, 15.89'L \ 9j 2 \BREAK: 206+07.80 BREAK: 206+63.39 - CC. :�.� IE OUT: 2665.97, 12-IN PVC (NW) "W \ \ ' RIM:2669.01± \ 4 SUMP: 2665.21' 5 s, \ \ 'IE IN: 261, 12-IN PVC (SE) \ IE OUT: 2666.21, 12-IN PVC (W) 1 0100=1.69 CFS, Q25=1.21 CFS_ _ ,? unLL- MWEMN 13MC 9M01 T ' STA: 205+57.74, 15.85'R c RIM: 2668.86± I �¢ SUMP: 2665.34 o v, a, � m+crimin me \ e1 ' / �, � o o -- IE OUT: 2666.34, 12-IN PVC (NW) Q100=1.45 CFS, Q25 -1.0 CFS / UQ UQ m- g S Summerson Ave Horizontal Scale. 1" = 20' Q100=1.25 CFS, 025=0.89 CFS __ __ ----- - -- - . n Cr mom' �9 - - - 1 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. -- ------- cc m rn 2. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH 5 - _ _ _ LL- ,� m TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED \ _ _ "" \ / 2 668 INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. \ LL - - - - - c o \ N_ - m N / ADHESIVE MATS ARE NOT ALLOWED. TIME - `- \ \ \ o \ c N m' \ \ m 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. UJ STA: 206+91.64, OFF: 16.50'R TBC: 2668.61N°� �' "' - + � $ \ N N \ \ mQ- \ \ r - - \ -266T 1 / ` / 4. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. y - - .6 CB 07 W \ \ \ 1 / / B4 LI 5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN a \ ur, } + N N N N INLET PER ISPWC SD-601 F iQ ; \ I \ - 4,616- VERTICAL CURB AND GUTTER m FT m STA: 206+63.39, 15.83'RO RIM: 2668.62± ' \ \ B4 L07 2666/ 6. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC \ ( _ \ 4,616=SF am SUMP: 2665.10 ( \ I _ B4�06 SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH ` { \ IE OUT: 2666.10, 12-IN PVC (NW) ' \ 4,616=sF \ ` / 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. I \ Q100 i 1.08 CFS, Q25=0.78 CFS I \ B4 L05 \ \ -_ \ I I ) B4 L04( 4,7s4-SF \ \ � 1 \ I 7. 7.INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL 0 mi � i ` 1 P HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL NO PAINT. SIGN THAT STATES, O 0 20' 40' "THIS OADWAY TO BEDECALS. EXTEND D IN THE FUTURE". B. CONSTRUCT SEEPAGE BED NO. 310'Wx115'Lx11.5' D SEE SHEET C2.50 FOR DETAILS O 0 � + o N m QI o c N N N m m + yN C.7 W o� N m V1 N M J " w PROPOSED GRAD AT CENTERLINE 2.00% 0.52% 8 / r- 9 STORM DRAIN / 12-IN PVC CROSSING STORM DRAIN - - - - - - - - - - - - - - - - - 12-IN PVC CROSSING / 0 / 120-LF OF 18-IN PVC AT 0.00% OF 18-IN PVC AT 0.00% 89-LF SG 04 i SG 03 i EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION i A CENTERLINE AT CENTERLINE N N N fD O O O O O V O O N t` V fD N �D r OD Ln f7 Ln V � O N (O N M (p � V n � V N V O �!S N O t2 c7 r �!S N � (p (�', fp O V n O � n c7 <D O O O 6 O 6 O O (O N M� O f0 O m f0 O 6 f0 O O O O O O O W O O OD lD O OD O O OD O O OD 'A O O W r lD O W O lD O W O lD O W O O O W O O O W O O O W m O O N N N N N N N N N N N N N N N N N N N N N N N N S Summerson Ave: Sta. 204+20 - 09+00 HORIZONTA VERTICAL SCALE:1" CALE: 1" _ 20' ' 2678 2676 2674 2672 2670 2668 2666 2664 2662 _ lD N 204+20 2680 9 CONSTRUCT SEEPAGE BED NO. 410'Wx80'Lx12.5' DSEE SHEET C2.50 FOR DETAILS W Q 10. SEEPAGE BED EASEMENT 2678 Curb Legend: STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND 2676 GUTTER PER ACHD SUPP SD-702 a 0 = o 0 2674 Signage Keynotes: �� 1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. 2672 2670 Signage Installation Notes: 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE 2668 MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE 2666 BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2664 2662 O N 204+40 204+60 204+80 205+00 205+20 205+40 205+60 205+80 206+00 206+20 206+40 206+60 206+80 207+00 207+20 207+40 207+60 207+80 208+00 208+20 208+40 208+60 208+80 209+00 Revisions 1. S104AL C t{ 0\ST {,� 109 1 Nr o JT9rf OF DENS°'" 10/2G/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan &Profile S Summerson Ave C3,07 APPROVED owre oarovzz � ^ FU WANIA: � N / CS m CS, ;69 B3 L21 5,000-SF \ � I T oco_ N N i o 2666- F;cloQN/---��/0+ o _ - I\ / � N� N N� \ 1 / O +az tQ] I 2665 N �m Q o i �V~j NN B4 L08 � I \ F-_ 4,616-SF I I I 1 � B4 L09 ---' \ I \\ I 4,61§,SF--- 2664 I B4 L10 4,616-SF I B4 L11 \\ II -2663'\\ I S Summerson Ave 2680 2678 2676 2674 2672 2670 2668 2666 2664 2662 Cq Horizontal Scale: 1" = 20' S. Summer, on Ave: Sta. 209+00 - 13+80 HORIZONTAL VERTICALSCALE: SCALE:1" 1" _ 20' ' S B4 L1! ` 4,616-SF l i N N cov \ B4 L13 \ 4,616-SF \ PVI STA: 211+04.33 PVI ELEV: 2670.83 K: 32.74 LVC: 102.47 B4 L14 4,616-SF AT _ 4EXIST NG GROUND AT r° Sheet Notes: -THE1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r/ / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. a NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. =.. G R 0 U P TRAP i, 20.511 / / 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 2-IN PVC (E) i DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT 18-IN PVC (S) / / i 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 48-HOURS O PRIOR TO DIGGING. o^ / w ' N_ �+ O r ' 3. COMPLY WITH ALL NOTES ON SHEET C1.00. N � r 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST C' EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL / SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. + N / 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 2 / CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 0 O / / / WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY T PER ISPWC SD-601 / / DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 212+80.25, 15.67'L / / / ' SLOPES. 2666.42± P:2662.64 2663.64,12-IN PVC (E) i 8W )T: 2663.64, 12-IN PVC (V) �o Roadway &Drainage Notes: )=0.61CFS,025-0.44CFS �0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 2. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH y� 2 TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED /, - INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. Ca% ADHESIVE MATS ARE NOT ALLOWED. r ' 2668 I � _ 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB LU 1 / \ / / 4. CONSTRUCT SEEPAGE BED NO.5 8'Wx68'Lx9' D SEE SHEET C2.50 FOR y DETAILS woo( I I ( 5. SEEPAGE BED EASEMENT r Curb Legend: 0 r STANDARD 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 i STANDARD 3" ROLL CURB AND O GUTTER PER ACHD SUPP SD-702 - 0 20' 40' o y PVI STA: 212+80.26 PVI ELEV: 2666 . 24 K: 20.00 - \ LVC:92.22 - cq - F __ 4 18-IN PVC CROSSING I I I W ci r c6 I N N N N N N STORM DRAIN 12-IN PVC CROSSING SSG 05 268o Signage Keynotes: �� UJ = Cz 1. INSTALL 30" X 30" STOP SIGN PER MUTCD 111-1. 16. 2678 2676 Signage Installation Notes: cz 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD O Q O STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND p� _ CA Coll w APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE 2E 2 2674 MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY 0 Revisions ACHD IS PROHIBITED. 1. 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2672 2670 2668 L 0QFGSTENoz 2666 109 1 11 OF P\o J9�N 2664 DEN]°` W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set 2662 Roadway Plan & Profile S Summerson Ave 209+00 209+20 209+40 209+60 209+80 210+00 210+20 210+40 210+60 210+80 211+00 211+20 211+40 211+60 211+80 212+00 212+20 212+40 212+60 212+80 213+00 213+20 213+40 213+60 213+80 DKIuDIAN APPROVED- oA are oarozrzz 0 EG: 2683.02 \ \ EG: 2683.31 \ SW: 2684.95EG: 2683.49 SW: 2685.29 --- '---------- -'� EG:2683.32 \ \ �!^_� _--__- -------- ----- _ i % MATCH EXISTING �� o� \\ -�-_� _--------------- _ � / SIDEWALK RAMP EG: 2682.96 \L _ - _ - _ _ - _ _ - - - _ = - - - - - EG: 26 1 - - - - - - - - -- - - -- - +00\---��- _- - - - - -- EG, 2671.19 EG: 2682.56 I \ I l y EG: 2681.82 / 23+00 SS\ f EG:2674.13 EG:2672.11 / S6 SW: 2684.97 EG: 2680.92 Road 2T+ ,., 00 EG: 2673.10 -2672 ; _ I \ ai " / �/ ?s8 - EG: 2679.96�' rland EG: 2675.09 21 SS I / _ 2 - - _ \ _ _\ SW: 2684.46 \ -+00 EG: 2678.95 EG: 2677.96 EG: 2677.16 ` EG: 2676.15 26+00 SW: 2672.84 SW: 2683.74 ?s- 25+0� . C 7 '?F� cw 9a7z 70 / - -_ ----_^ - ------ - _--- �_____________--,-__ Overland Road Sidewalk Details ° 40' 80' Horizontal Scale: 1" = 40' EASEMENT 61 I 10' SIDEWALK 8'PLANTER 2" 1.75% I 9 5' CONCRETE SIDEWALK (5-IN THICK) ACHD SUP SD-709 g EXISTING 6-IN VERTICAL RUSHED AGGREGATE CURB & GUTTER 4-IN OF C FOR BASE, TYPE 1 1 ca l Section -_ 4Jo Scale: NTS Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR 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 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 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 4. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 5. ABBREVIATION NOTES: SW - SIDEWALK WALK ELEVATION EG - EXISTING GROUND ELEVATION AT CENTERLINE 6. CONTOUR INTERVALS ARE SHOWN AT 2' AND 10'. Roadway & Drainage Notes: �0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 3. 5' CONCRETE SIDEWALK (5-IN THICK) ACHD SUP SD-709 Curb Legend: STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND GUTTER PER ACHD SUPP SD-702 Signage Keynotes: ___0 1. INSTALL 30" X 30" STOP SIGN PER MUTCD Fill -1. Signage Installation Notes: 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. or '-im 1*0 TH E LAND GROUP TME W y a a Q P... CL O O cp COD Q W Q coo i CD a_ O= o 0 Ca � w 0 1. �5S10 4AL C or{ G\ST z 109 1 sTgr f OF J 9�N DEN 10/26/2-D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan & Profile Overland Road Sidewalk Details C3,09 DERIDIA APPROVED ChM, oNav22 FU NMWR 11 1 2664 - - 0 i� "a cc I C I � .a I cc C) 12"W �3 I 12"W N I Emergency Access Detail Scale: NTS SPECIFICATIONS UNIT SIZE - (20" x 20" x 1 ") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 402 KG/CM2 (5720 PSI) COLOR - BLACK (STANDARD) RESIN - HOPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER — RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) — COMPACTED SANDY GRAVEL ROAD BASE 95% MODIFIED PROCTOR DENSITY, MIN. 12" ff1 I I=1—�- f ff1�l �=11 I fIF. "' COMPACTED SUBGRADE 1—III=1 I=111SECTION I TOP OF GRASS ROOT MASS 6 MM \ II I I I (144") ABOVE TOP OF RING. \ GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS 0000000000000 0o�o�o�o�o� �o�o ROOT MASS TO FILL GRASSPAVE2 ENLARGEMENT COMPACTED SANDY GRAVEL BASE COURSE Grasspave - Emergency Access Detail & Section LANDSC NOTES: 1. REFER TO PLANS FOR EXACT BOLLARD LOCATIONS. Steel Bollards w/ Chain Scale: NITS JULIU T ONTO LARD (LOCK ATTACH ELIDED EYELET iALT G PER \NS D FILL PIPE WITH CONCRETE, ROUND TOP 6" SCHEDULE 40, STEEL PIPE SET IN CONCRETE FOOTING. PRIME AND PAINT AS SPECIFIED. COLOR PER ARCHITECT. 6" SCHEDULE 40, STEEL PIPE SET IN CONCRETE FOOTING. PRIME AND PAINT AS SPECIFIED. COLOR PER ARCHITECT. BASE COURSE AS SPECIFIED Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR 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 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 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 4. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 5. ABBREVIATION NOTES: SW - SIDEWALK WALK ELEVATION EG - EXISTING GROUND ELEVATION AT CENTERLINE 6. CONTOUR INTERVALS ARE SHOWN AT 2' AND 10'. Keynotes: 0 1. GRASSPAVE SEE DETAIL THIS SHEET 2. BOLLARD SEE DETAIL THIS SHEET 3. CHAIN WITH PAD LOCK COORDINATE WITH FIRE DEPARTMENT FOR TYPE OF CHAINING AND LOCK 4. CONSTRUCT SIDEWALK APPROACH PER ACHD SUP SD-710 Curb Legend: STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND GUTTER PER ACHD SUPP SD-702 „% TH E LAND GROUP TIME W a a Q =E Q. 0 O cp COD Q W = coo i CD cc a_ O = O 2 CO) COD 2E CD G 1. �5S10NAL C or{ G\ST Z 109 1 sTgr f O\OP�o F J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan & Profile Emergancy Access Details C3,1 0 DWIuDIA )- APPROVEEDDD ChM, oNav22 rurnxNa:�P-� GAS LINE CROSSING CALL WILLIAMS AT 1-855-245-2300 AT LEAST 30 DAYS BEFORE I i ANY EARTH WORK OR WORK IS STARTED cI WITHIN THE EASEMENT cD;_ WgeaC/ wa y r 14-FT WIDE GRAVEL \ IV ACCESS ROAD PER CITY OF MERIDIAN DETAIL G-2 75' PIPELINE EASEMENT I I I I I II I II I I Sewer Line B Horizontal Scale: 1" = 30' 2697 2694 2691 2688 2685 2682 EXISTING 2 CONTRACTOR PIPE LINE A RETAIN AND PRO 2676 2673 2670 2667 2664 2661 B1 L02 6,627-SF �0 0 + J tD O N � Q LL_ N O w o W / y 31 L03 ((� 6,625-SF I y 0 O + J O1 N � cl �LL Woo 4 B2 LO / 5,592-SF 1 /��o I 4 t \, t �� 0 30' 60' TO TECT B (4): Sta.7+40 - 20SCALE:1"30' E SCALE: STA: 17+96.40 � GAS LINEEASEMENT STA:18+73.29 EXISTING GROU CENTERLINEPIPE c� SJQ�P��� �OQ 1 OJT Jry��`1O CENTERLINE PIPE 12" WATER MAIN CROSSING O 4" & 27" GAS MAIN CALL WILLIAMS T 1-855-245-2300 USE CAUTION z M M N 8-IN WATER LINE CROSSING OF 8-IN PVC AT 0.45% 176-LF CO 1 'T TYPE CLEAN -OUT PER CITY OF MERDIAN SO SW1 STA:17+85.67, 0.00' RIM: 2685.18± SSMH11 IE IN: 2674.68, 8-IN PVC (SW) IE OUT: 2674.68, 8-IN PVC (NE) 48-IN DIA. PER ISPWC SD-501 STA:19+61.07, RIM: 2686.27+ 5.32'R IE IN: 2673.89, 8-IN PVC (SW) IE OUT: 2673.79, 8-IN PVC (NE) PROPOSED GRADE ELEVATION EXISTING GROU D ELEVATION AT CEPTERLINE PIPE AT CENTERLINE PIPE QO M V cR a0 Q� r N c'7 OO R Cl! OM r N r N N "i r N N N N O N N N N N N N N N N 1" _ ' 2697 2694 2691 2688 2685 2682 2679 2676 2673 2670 2667 2664 2661 9? co 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 GROUP Sheet Notes: &r1K--W4 T H E 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, % CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO LAN D CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT _ Keynotes: 1. POTABLE WATER MAIN CROSSING -SEE SEWER NOTE N0. 2 ON SHEET C1.00 2. POTABLE /NON -POTABLE SERVICE CROSSING -SEE SEWER NOTE N0. 3 ON SHEET C1.00 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 AND MARK PER SD SW3 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3am CL) r W y a O O W Q O= O O w QO Revisions 1. �5S104AL C or{ G\ST {,� 109 1 1�1 �rf OF �OP�o J 9�N DEN 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line B C4,01 B1 L03 I II APPROVED O 6,625-SF B1 L04 I I 131 L10 oNOW2 ChM,� 0 4 6,625-SF I B1 L05 I I I I I 61 L08 B1 Lpg I s s25-sF o 6,625-SF B1 L06 B1 L07 6,625-SF 6,625SF I 6,625-SF I 6,625-SF I O W O }Jrn O m 4 O 4 O 4 O M N N O I M O O O Cn O= + J O \\ ii N I + J r I� + -\`--_ (n O W I N LL r } J n O +JN } J M I N LL 1 6~ O W 20`\ _ __ I Q N N6OM I N I Mr N I Q N O = �p+ooA P'SJ O W I Q ii N y LL t'�D Q ii — — _- CD o W — „SS---21+00 ---- ---- ----- ---- ---- -- D 250-LFOF8�T7.00% ------- E-------- — — --- 8„SS _ _ _ _ --------- - -------- 2 2 ------ ---- 7,329-SF � rnow rn SD o SSMH14 30 LF018\NPVCIATI.T2—% 2 W ,,- 222- ` '---_ - 8 W _ 8„SS 22+0 170°------- -------- ------ 23+00 ------------------- ---- 24+00 17 gISS — 8"SS B"SS "SS _ -----___- 2 202-LF OF 8-IN PVC AT 1.26% -� _ -`- „W — SSMH12 u; — 4- — SSMH13 — o 2 o__ ------- g„w 2 Border Way 2 2 I � — _ _ ----- -- ----- „ W 8"yV s"w - _ ,- ___ ______________ — -- 5,592-SF h I N W n --- —B2LO D+ G Z O fQ y N h V N in W^ O N M fr 0 cV N+ 1 O I QlL N c15 Nr+r t'�D c0 N O W+ r N -O m N+ m V N O + V W W M CJ I B2 L 0 3 W N LU N ui e M — N Q LL o I` 4,829-SF B2 L04 O I O I Q li ~ I rLL I I o (n I --i �i ro .►O m�z y B2 L05 O I O O4 14.829-SF " . 1 4,829-SF B2 L06 I I B2 L12 I v I `I y 4,829-SF B2 L07 I B2 L08 I B2 L09 I B2 L10 I B2 L11 5,012-SF I ? 1 I Sewer Line B Horizontal Scale: 1" = 30' 2691 2688 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 N Sewer Line B: Sta. 19 80 - 26+40 HORIZONTA VERTICALSCALE: SCALE:1" 1" _ 30' 31 WATER SERVICE CROSSING 0 I WATER SERVICE CROSSING ISTING GROUND }J CENTERLINE PI E I O I I �ROPOSED ENTERLINE PIPE GRADE WATER SERVICE OF 8-IN pVC WATER SERVICE qT 7.00% O CROSSING 2 O 202-LF OF 8-IN PVC AT 1.26% SSMH12 48-IN DIA. PER ISPWC SD-501 STA: 22+10.69, 0.00' RIM.2678.79± IE IN: 2671.29, 8-IN PVC (SW) IE OUT: 2671.19, 8-IN PVC (NE) Sheet Notes: 1% Ml ��_ T H E 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, AT CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO LAN D CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. _ G R 0 U P 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 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. N.�o 2i;Y q6 cr N+�. LL O W N N 1 a LO4 ( O B3 L03 \ 5,000-SF ` B3 L02 5,000-SF 5,012-SF III A 1 0 30' 60' I WATER SERVICE STORM DRAIN CROSSING PVC CROSSING O IYI' 2 2 WATER SERVICE CROSSING SSMH13 48-IN DIA. PER ISPWC SD-501 222-LF OF8-IN pVC STA: 24+12.83, 0.00' AT 1.7296 RIM: 2676.15± IE IN: 2668.65, 8-IN PVC (SW) IE OUT: 2668.55, 8-IN PVC (NE) SSMH14 SEEP GE BED SEE ROAD AY 48-IN DIA. PER ISPWC SD-501 PLANS FOR DET kILS STA: 26�35.19, 0.00' RIM: 2672.61 + IE IN: 2664.73, 8I-IN PVC (SW) IE OUT: 2664.63, B-IN PVC (NE) I--------------E 2691 2688 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 N N 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE PIPE AT CENTERLII IE PIPE O O Q Q N uJ OD � N O N O N O N O N O N N N N N Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET C1.00 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SO SW1 AND SW2 AND MARK PER SO SW3 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE CONNECTION r W W a a CL) = E Q. CM CD y � W Q coo i CD c a O = o 0 CA CS)w QQ Revisions 1. �5S10 4AL C or{ G\ST z 109 1 sTgr f OF J 9�N DEN 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line B L D , B 1 I , _ I� O -12 7-SF I I I I APPROVED ' 131 L13 I B1 L17 SEE SHEET C4.05 are °a'0� c ao / r 7,370-SF B1 L14 I B1 L15 I B1 L16 I 7,571-SF ' ru :�� � + J + w eo 7,324-SF i 7,283-SF I 7,245-SF 4 � � ■ �LLN 1 � , 0 O -cn O_ w J I N I rn O O O rn O w R O N + J r 4: N I O W I + J M (^O C!= + t'' D O I` \ Lam— i N LL Q J a 0 M + J V + J O O I N I VJ O _N gj (~/JO_ I 00 i QiiN N�f�O i Q O Q u7 CD ----- _ --- i a— u QiiN i __ � ► — — _ rn o w v~i o w � o w96 —��r - 00 _ ---- t — — 1 8"SS 113-LF OF 8-IjPvc A y 2 8' --- 8"W �J ---------------- 141-LF OF 8-IN PVC AT 4.22% 175 8"SS 8"S5 202 LF OF B-'NSS C AT 5.00% 8"SS s S Border Way 2 DI Lly 8,487-SF / O � / � N + + O LL_ � N m VJ O ll.l uM, +Jv QCZN ��v~iow ' 90= ---- ---- \ \ - - SSMH2O \\ 31+00 2 OF 8-IN PVC_ 1 _ _53-LF AT 0.40% r�l" 8. a? — -- ,- -- 8„W811W-__-------- - --- v+ _ r _ --- Cq FOR If�pNO N ^ m� --- — —— — — — — — — O^ �� OyjT2 ��(D ` bg C N _ _ CC cc + c0 0) M In M N + 13J 0� V (� W N V lyj -� aMa C'i_� c0 tOp t�D N N + M u.l COrit�l O iV I O N al N v iii ^ + ir'�i N "�' 'n c� + r "—� N v Q LL � N O ` � �< SSMH21 B3L03 iv O ' 'oLL ( —NQ Lld—Nv woo 'o �LL i ¢LL ¢ �LL 5,000-SF y Fd L04 O O I rn C) 3GL141 I t00-SF B3 L05 O O I O I O B3 L12 401, 8,236-SF 5,441-Sf y 5,000-SF B3 L06 g3 L07 B3 L11 6,000-SF ' 5,000-SF S,L07 I B3 L08 I B3 L09 I B3 L10 I 6,000-SF 5,000-SF 6,000-SF 6,000-5F :31 Sewer Line B ifHorizontal Scale: 1" = 30' 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 u7 N 267 6 2673 2670 o \ 131 L20� 8,882-SF 7 ri + J N u � c " B1 L21 n o w 8,474-SF O 1 I +Joo M LL cop w 7~n*—o I O B1 L22 8,193-SF 0 30' 60' 2667 12" W AT ER MAIN CROSSING O 2664 2661 2658 2655 2652 2649 PV C AT 0.40% 2646 C SD-503 N PVC (E) PVC (S) 2640 co N 26+10 26+40 26+70 27+00 27+30 27+60 27+90 28+20 28+50 28+80 29+10 29+40 29+70 30+00 30+30 30+60 30+90 31+20 31+50 31+80 Sewer Line B (1): Sta. 26+10 - 31+80 1 ISTINGGROUND CENTERLINE PI kT HORIZONTAL SCALE: 1" = 30' VERTICAL CALF: i" _ --a WATER SERVICE PROP SED GRADE AT CROSSING CENTERLINE PIPE WATER SERVICE CROSSING 2 12" WATER MAIN O WATER SERVICE CROSSING CROSSING O1 113-(F pF 8 IN PVC AT 1.96% SSMH14 48-IN DIA. PER ISPWC SD-501 STA: 26+35.19, 0.00' RIM: 2672.61 ± IE IN: 2664.73, 8-IN PVC (SW) SSMH15 r41 IE OUT: 2664.63, 8-IN PVC (NE) 48-IN DIA. PER ISPWC SD-501 Fop STA: 27+48.36, 0.00' BdVpk OqT RIM: 2671.61 ± q22$ IE IN: 2662.41, 8-IN PVC (SW) IE OUT: 2662.31, 8-IN PVC (N) SSMH16 48-IN DIA. PER ISPWC SD-503 STA: 28+88.95, 0.00' RIM:2670.70± IOUT: 2p2CFpF&7NP IE 2656.28, 8-IN PVC (N) �0qT .00% I67-LF 53-LF OF 8-IN PVC AT 0.40% OF 8-IN SSMH17 SSMH2O 48-IN DIA. PER ISPWC SD-503 48-IN DIA. PER ISPW STA: 30+91 .10, 0.00' 100.00' STA: 31+45.44, 0.0( RIM: RIM: 2669.08± IE IN: 2646.48, 8-IN IE IN: 2646.17, 8-IN PVC (S) IE OUT: 2646.38, 8f0-I O V N O ^O OOO] V01 Gr NNO] NO] O O O] OJ O] Q> OD ^ Sheet Notes: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 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 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. Keynotes: --O 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET C1.00 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SO SW1 AND SW2 AND MARK PER SO SW3 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3 %_- TH E LAN D GROUP r W W a a Q. CM CD COD � W Q coo i Ch a_ O = O 2 CA � w 0 Revisions 1. �5S10 4AL C or{ G\ST z 109 1 sTgT f OF J 9�N DEN W/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line B APPROVED ChM,oNOW2 rurnxNa:�P-� ° ° 9�/z' % F \ C \ \ \ B1 L20 0 8,882-SF ri + J V v N ' Cn OW / N O / — (SS H2O M w N J cD M LLtD N mow B1 L19 \ 8,487-SF O \ a \ � Sewer Line B Horizontal Scale: 1" = 30' 1 i I I 131 L26 B1 L25 B1 L23 B1 L24 8,162-SF I B1 L22 8,195-SF 8,156-SF 8,193-SF 8,207-SF i I rn I O4 °D i v 14-FT WIDE GRAVEL ACCESS ROAD B1 L21 1 N rn I N pp + J �, II PER CITY OF MERIDIAN DETAIL G-2 8,474SF I J + J V + MN N Nc.O M� IN iQLLN LL W_ OM --I �LLg4 EL N to Ow N O w — — — _ — _ --- u' o" ------------ ------ — — — — --- _ N V -- Ni ' -- ---- ------------------------- ----------- 3 0 ---------- 1 "W 35+00 cL,^' I 12"W 2 34+00 SSMH22 2— — _ 8"SS 2 — 2 — 33+00 — 2 I cn I 8„ S F 8"SS 8"SS 212-LF OF RAN PVC AT 0,40% r08" ,36 SSMH21---------------- - \1 SO SO SD ------ � 8 SS 167-LF OF 8-IN PVC AT 0.40% 23 4 W Evening Sun St --------- — — �! O�X —-----'L y- — — — y-- —�— u� 1 0 co N \ \ y 5,441-SFy y y N co � o � B3 L15 moo- dS \ ` a 6,051-SF ` \ A N \ N,B3 L13 \ i r cli\ \ �, d 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 cJ N Sewer Lin 12 : Sta. 31+80 - 37-F13.3628 HORIZONTAL VERTICAL SCAL ' 1" CALE:I 30' PIPE 'SEE SHEET C� \ y \ \� B4 L' 22,058 STORM DRAIN - 12-IN PVC CROSSING ---- ---- ROPOSED GRADE ENTERLINE PIPE � T ---- — — — — — I I I I Ll O 8" WATER CROSSING MAIN I I I SEEPAGE BED SEEROADWAY I I I I I I L- - - - - - - - ---- ---- PLANS FW)ETAILS - - - - I I I I ----� 212-LF OF 8-IN PVC AT 0.40% SSMH22 - 48-IN DIA. PER ISPWC SD-503 SSMH21 STA: 34+25.20, 3.20'R 48-IN DIA. PER ISPWC SD-503 RIM: 2667.35± STA: 32+12.90, 0.00' IE IN: 2647.80, 8-IN PVC (SE) RIM:2668.73± IE IN: 2647.80, 8-IN PVC (S) IE IN: 2646.85, 8-IN PVC (SE) IE OUT: 2647.70, 8-IN PVC (NW) IE OUT: 2646.75, 8-IN PVC (W) 167-LF OF 8-IN PVC AT 0,40% y � � y y y y v\ y \ y Q y � v CO 2 "T' TYPE CLEAN -OUT PER STA: 35+92.68, 1.39'R RIM: 2666.32± IE IN: 2648.47, 8-IN PVC (SE) IE OUT: 2648.47, 8-IN PVC (NW) 0 30' 60' 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 LLS N 31+80 32+10 32+40 32+70 33+00 33+30 33+60 33+90 34+20 34+50 34+80 35+10 35+40 35+70 36+00 36+30 36+60 36+90 37+13.36 EXISTING GROW ID ELEVATION PROPOSED G ADE ELEVATION AT C0 TERLINE PIPE AT CENTERLI E PIPE N (NO T R N A O M 01 r� uJ M M N pip f�D N N N N N N N N N N N N N N N N N N Sheet Notes: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 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 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. Keynotes: --O 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET C1.00 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 AND MARK PER SD SW3 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE CONNECTION LAND GROUP r W W a a E Q. CM CD y � W Q coo i Ch CD c a O = o 0 CAEr Revisions 1. �5S10 4AL C or{ G\ST z 109 1 sTgr f OF J 9�N DEN W/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line B L DWRIDIA )- APPROVED ChM, oNav22 FUMMI 0 /0 p 3`Lk 136° SSMH21 \so SEE SHEEi'C4.03 i i B3 L13 STA: 30+67.38 08,236-SF OFF: 42.96', R I i I I IE:2665.0 ai I I+ /� \V I ;I QLLN N i B1 L18 m i SEE SHEET C4.03 8,122-SF O co _ N STA: 30+11.31 B3 L12 OFF: 43.16', R G s,000-sF IE:2665.3 Sewer Line B1 30' 6 Horizontal Scale: 1" = 30' 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 V = 39+60 39+90 40+20 40+50 40+80 41 +10 41 +40 41 +70 42+00 42+30 42+60 42+90 43+20 43+50 Sewer Line B1: Sta. 39 60 - 43+50 HORIZONTAL VERTICALSCALE: SCALE:1" 1" _ 30' ' Sheet Notes: &r1K--W4 T H E 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, % CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO LAN D CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. _ GROUP 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 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. Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET C1.00 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SO SW1 AND SW2 AND MARK PER SO SW3 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3 5. REMOVE EXISTING TYPE "T' CLEAN -OUT AND INSTALL SEWER MANHOLE. MATCH ELEVATION OF EXISTING SEWER AT POINT OF CONNECTION. NOTIFY ENGINEER OF ANY DISCREPANCY FROM PLAN. r W W a a CL) = E Q. CM CD y � W Q coo i Ch CL) CD a O = o 0 CA � w QQ Revisions A 1. �5S104AL C or{ G\ST z 109 1 sTgr f OF J 9�N DEN 10/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line B1 r- �% \ \ O STA30'+/ IDE�RAV CCESS OFF:".60� 30L/ APPROVED ROAD ­PER C`l;Rj ERIDIAN_ IE:2664.8 / oAh oNav22 _2 I I rurnx:�P�a, %T3 SD �..1 / SD w + / Sewer Line C Horizontal Scale: 1" = 30' 1pg-LFOF' 8'S•yVOAT 2� JO h Q o- / R C,� / N P SEE E / l �07 Bs 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 2652 s - 2649 0 0 �Eo lD fie& N Sewer Line C: Sta. 54 30 - 61 +2 HORIZONTAL VERTICALSCALE: SCALE: 1" 1" _ 30' ' STORM DRAIN 12-IN PVC CROSSIN WATER SERVICE CROSSING 2 108-LF OF g )N pVC AT 1.22% SSMH64 48-IN DIA. PER ISPWC SD-501 STA: 54+57.38, 0.00113 RIM: 2669.52± IE IN: 2660.89, 8-IN PVC (SW) IE OUT: 2660.79, 8-IN PVC (NE)I ­EEROA P NS FOR DETAILS B3L27 I , I I Sheet Notes: `` /��. / 5,000-SF I 63 L26 i ( 63 L17 �� 0-'eJe T H E B3 L18 ' 5,800-SF l 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, / / 5,00o SF B3 L25 LAN D 3 B3 L24 B3 L19 5,80o-SF O CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO I s,000-sF B3 L23 B3 L22 B3 L21 B3 L20 ' 4 CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT 1d' O 5,000-SF 5,800-SF 1 p �� / N s,Ooo-sF s,000-sF a MATCH PLANS. 5,000-SF 5,000-SF co i p + J r 4 i ai —� m ( ( O 4 ' GROUP + J N 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN �- ¢ + J APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT o i o w H v S / - _ _ ¢ LL N r c - °2 - ci N o N o w LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO c.1 SSMH65 r - _ _ - _ -~2 o w ¢ LL N i + J o I m M I N J I + J ) o+ r o ¢ LL N _ r� = BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS lzl 56 _ ~ LL EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND 0 1 rar.------ w a i�i' c`�a u�i T zN ^ rn ^ c°°. ¢ LL LL N o w — — FAILURE T +OO SD — N O= LL N G i N H LL CV = _ -- UTILITIES. _ <now moo- v~iEL- r C:,- wsS _ SD — — --- "y -- — — — SD --- ? — b„SS229{FOF8--INPVC - — _ _ — __-----270Lf AT 0.45%0- — _ 8 , 2 — mmerson Ave s Su 8"W 2 171°--------------------------- 171 S 00 232-LF OF 8-IN PVC AT 0.45% 60+00 _ 8 2 _ 2 8"SS 8" S 8"SS 8"S 2 -------- Keynotes: g„ SSMH66 — 2 — 2 — 2 SSMH67 2 V1 --- __----- �- _ _ ---- 2 2 --- 8„W 8„ 8"W ----------- ---- ------------- ------------ --- _ _ POTABLE WATER MAIN - SEE SEWER NOTE N. 2 ON SHEET C1.00 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET 10 C1.00 �tt'lN}�. h 0 v + <o� rnr aon �M tr �co W ,n W^ o coh v� oN rN c��o u-�� ujr �oN N } —co c w + oo _ _ rr _ ao y o ' r 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 r/J O n O N t0 M c0 cp O� N N} c0 d' Q LL, 0 ~� �� "'�� wm cov+o}� `o`�+m, �rn� t¢_'LL I �o AND MARK PER SD SW3 4 o ¢ - w a w rn a n v a � o W % o-SF g O I o ( LL I a LL - a - ¢ LL - a LL I LL ( �, o ) 4 O = 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN / LL 4,770-SF B4 L03 O ( �' o -" LLo ( w a I v~i o ~� o o ( O I O B4 L14 H SO SW3 / 4,734-SF B4 L04 O ( O I O I O O I O I W B4 L13 4,616-SF 4,620-sF B4 L05 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEE BOOT AT PROPOSED PIPE / 4,7s4-SF B4 L06 B4 L07 64 L11 4,616-SF ' CA CONNECTION 4s1s-sF 64 L08 F 64 L09 fists-sF 4,,6161 / I I I B4 L10 I / :r 4,616-SF 4,616-SF 4,616-SF 4,616-SF 1 , 0 30' 60' PROPOSED GRADE AT CENTERLINE PIPE STORM DRAIN / �J 12-IN PVC CROSSING—�- F WATER SERVICE CROSSING 2 O WATER EXIS ING GROUND AT O WATER SERVICE GROSSIING WATER MAIN O CROSSING CENTERLINE PIPE CROSSING I I WATER SERVICE WATER SERVICE CROSSING CROSSING D O I I I I 229-LF OF 8-IN PVC AT 0.45% I I 232-LF OF 8-IN PVC AT 0.45% SSMH65 48-IN DIA. PER ISPWC SD-501 STA: 55+65.56, 0.001E SEEPA E BED SEE ROAD AY SSMH66 RIM: 2669.73± PLANS FOR DET LS 48-IN DIA. PER ISPWC SD-501 IE IN: 2659.47, 8-IN PVC (SW) STA: 57+94.30, 0.00' SSMH67 IE IN: 2659.47, 8-IN PVC (SE) RIM: 2669.33± DIA. PER ISPWC SD-501 — — — — — — — — — — 48-IN STA: IE OUT: 2659.37, 8-IN PVC (NE) IE IN: 2658.34, 8-IN PVC (SW) 60+26.11, 0.00' IE OUT: 2658.24, 8-IN PVC (N) RIM: 2670.51 ± IN: 2657.20, 8-IN IE PVC (S) IE OUT: 2657.10, 8-IN PVC (N) 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 m N og 54+30 54+60 54+90 55+20 55+50 55+80 56+10 56+40 56+70 57+00 57+30 57+60 57+90 58+20 58+50 58+80 59+10 59+40 59+70 60+00 60+30 60+60 60+90 61+20 r W W a a CL) Q. CM CD COD � W Q coo i Ch IIIIIIIIIIII� CD a_ O = O �.I■7 2E CD Revisions 1. �5S10NAL C or{ G\ST z 109 1 11 OF \OP\o J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line C APPROVED I 1 1 B3 L15 J- oAh oNavzz 1 1 6,051-SF rurnx:cPa, 1 B3 L16 C, II I'i I ' 5,800-SF O I I ---1I m I r B3 L17 I C' I� ro B3 L18 r 5.800-SF O 1 � �;� it I -I',1 � � + rn 5,800-SF O 1 0 1 }IR o 'I ' -i I ch roi coo 4 Q�� LL B1L24 + J N LL N _ —_�- I I 8195-SF + �LL� 1 mow O I I cou _ram— - - 2 i I y C) _ � SO SSMH22 C AT 3 45% —u I �F 8-IN PV 8''SS o? � g'W I � _-----270-�F — � I - - 1--- B"SS m pie IW — F OF VC AT 3 45% _ B,W -- C6 m 6„55 _ 2 S sum , C9 � fOD 2 - a"W --- -', o w �i _ 131 L25 A 8.156-SF _�- I I O I _ r3 I G LL 1 N p 1 O' E B4L15 4 o Sewer Line C 30' 6 Horizontal Scale: 1" = 30' 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 s - o 2640 �Eo r O �e& 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 N M 61+20 61+50 61+80 62+10 62+40 62+70 63+00 63+30 Sewer Line C 3): Sta. 1 +20 - 63 30 HORIZONTAL VERTICALSCALE: SCALE:1" 1" = 30' ' I I I I 82+00 I I I ---J )2.60 h ° ¢ SEE SHEET :30'L II ° a� C4.UG v STA:55+07.07 I OFF: 42.00', R O 65 L02 I J I I I: 4 E 2664. 4,827-SF l a I p i I Sewer Line D % Horizontal Scale: 1" = 30' 2688\� 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 2652 Sheet Notes: 1% Ml ��_ T H E 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, A % CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO LAN D CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. G R 0 U P 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 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. �682;70 Keynotes: SSMH59 8& 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00 0 30' 60' 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET C1.00 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SO SW1 AND SW2 AND MARK PER SO SW3 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE CONNECTION 2688 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 2652 79+50 79+80 80+10 80+40 80+70 81+00 81+30 81+60 81+90 82+20 82+50 82+80 83+10 Sewer Line D: Sta. 79+50 - 83+1 HORIZONTAL SCALE: 1 = 30' VERTICALSCALE: 1" _ ' PROP SED GRADE AT CENTE RLINE PIPE T CENTERLINE PIPE I151-LF OF 8-IN PVC AT 0.40% CO 3 "T' TYPE CLEAN -OUT PER STA: 81 +51.44, 0.00' RIM: 2668.76± SSMH65 48-IN DIA. PER ISPWC SD-501 STA: 80+00, 0.00' RIM: 2669.73± IE IN: 2660.08, 8-IN PVC (SE) IE IN: 2659.47, 8-IN PVC (SW) IE IN: 2659.47, 8-IN PVC (SE) IE OUT: 2660.08, 8-IN PVC (NW) IE OUT: 2659.37, 8-IN PVC (NE) EXISTING GROUI ID ELEVATION PROPOSED GRADE ELEVATION AT GEN TERLINE PIPE AT CENTERLINE PIPE M N r N N R N N CDO N N M N N N N N LLJ N N T N 0" --O r W W a i a CL) Q. CM CD COD � W Q coo i Ch IIIIIIIIIIII� CD c a O = o 0 CA CS)w QQ Revisions 1. �5S10 4AL C or{ G\ST z 109 1 sTgr f O\OP�o F J 9�N DEN W/26/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line C & D C4,07 DERIDIA APPROVED vAh oNav22 FU NMWf: "P­ Iwo / w2 < / \SS / / i QQP / i — 21"' S W2 — \ REMOVE EXISTING BLOW -OFF \ \ W2 i Qit Gg00 / W2 J\ CONNECT TO EXISTING \ 1 12-IN C900. INSTALL 11.25-DEG ELBOW I AND THRUST BLOCK PER ISPWC SD-403 W2 ��� i W2 \ cJ INSTALL 12-IN 22.5° ELBOW W/THRUST BLOCK PER ISPWC SD-403 _1) INSTALL 12-IN 22.5° ELBOW W/THRUST BLOCK PER ISPWC SD-403 City of Meridian Water Notes: �` E SHEET C 5.02 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE % % T H E "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS ., LAND i � THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE . GROUP/ W2 i NO. 1. i 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF W2TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND \ i ,' NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH \ o, SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION / 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). \ '1-8'x6'x8" TEE (MJxFLGxMJ) — 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER 1-6" GATE VALVE SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER / INSTALL 8.5 L.F. 6" WATER MAIN SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 1-6" FIRE HYDRANT PUBLIC WORKS INSPECTOR. W/THRUST BLOCK PER ISPWC SD-403 Sheet Notes: W2 ' 1. 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 AGREES TO BE FULLY / I RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO / \ ' EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. W2 / R / A \ \ CO) Keynotes:LU r y W1 POTABLE WATER MAIN CROSSING -SEE WATER NOTE NO.2 ON THIS SHEET. W \ r W2 POTABLE / NON -POTABLE WATER SERVICE CROSSING - SEE WATER NOTE N0.3 ON CA THIS SHEET. 8" or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS INSTALL 8"x8" TEE ' FOR LOCATING PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR LENGTHS. 2-8-IN GATE VALVES \ W4 —�\ \ PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE W/THRUST BLOCK PER ISPWC SD-403 ' APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL ` / W5 811 PRIOR TO CONSTRUCTION. \1-8'Sc6"x8" TEE (MJxFLGxMJ) s 1-6" GATE VALVE \ I PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE \ INSTALL 8.5 L.F. 6" WATER MAIN \ W2 WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY I.E. O \ \ 1-6" FIRE HYDRANT �\ SEEPAGE BEDS, DRAINAGE SWALES). W...... T BLOCK PER ISPWC SD-403 ' ' O y \ \ W W1 \ %� W Q W5 ' ' v/' Legend: Q — a°w — 8" WATER MAIN (OR AS NOTED) \ O / O• 2" BLOW -OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 ll/ • GATE VALVEW2 x � ( R �\ IIL FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 0-LF 12-IN �1414-17 8 1N l yuo INSTALL 12-IN V INSTALL 22.5' ELBOW a 38 LF 12-IN C900 \ W RUST BLOCKBLOW-OFF \ ASS MBLY PER ISPWC PER CITY OF MERIDIAN SD-403�, DETAIL W13 W2 1-8"x6"x8" TEE (MJxFLGxMJ) \ \ \\ 3/4" WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 O O = S 2T W2 1-6" GATE VALVE \PY \ \ \ / 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 w Q INSTALL 9 L.F. 6" WATER MAIN pe/ INSTALL 8" ® W2 CJ 2E CDW2 / / BDPER ISPWC \ ` \ ISPWC SD- 32-LF / 8-IN C900 4-8-IN GATE VALVES PER - � W/THRUST BLOCK R D-403 W/THRUST LOCK _a W2 SD 403 / / avy EXISTING WATER MAIN 1-8'xK&xd'TEE(MJxFLGxMJ) 1-6" GATE VALVE O® EXISTING BLOW -OFF ASSEMBLY / W2 INSTALL 8.5 L.F. 6" WATER MAIN 1-6" FIRE HYDRANT INSTALL 12"x8" TEE \ / / 00 >z W/THRUST BLOCK PER ISPWC ® EXISTING GATE VALVE 1-1 2IN GATE VALVE SD-403 2-8-IN GATE VALVES \ / / S� $ \ � / / / � �� � \ � i :} EXISTING FIRE HYDRANT W/THRUST BLOCK PER ISPWC SD-403 \ / / Je �OL� \ \ 8,` \ R°ss SEWER MAIN (SIZE NOTED) W2 PIRR PRESSURE IRRIGATION SIZE NOTED \\ 1-12'N6'x12" TEE (MJxFLGxMJ) �� / ( ) 9 1-6" GATE VALVE i , \ CP INSTALL 9 L.F. 6" WATER MAIN \ ��\ 1-6" FIRE HYDRANT INSTALL W/THRUST BLOCK PER ISPWC SD-403 \V \ BLOW -OFF' INSTALL BLOW -OFF ASSEMBLY PER CITY OF \ MERIDIAN DETAIL W13 GAS LINE CROSSING CALL WILLIAMS AT 1-855-245-2300 AT LEAST 30 DAYS BEFORE ANY EARTH WORK OR WORK IS STARTED WITHIN THE EASEMENT. 2' MINIMUM SEPARATION IS REQUIRED Water Plan -Potable Water Plan \ ASSEMBLY PER CITY OF \ \\ \ MERIDIAN DETAIL W13 INSTALL BLOW -OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 Q �� OA a Xd O�. 0 40' 80' Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. Revisions 1. �5s,0 4AL C or{ G\ST z 109 1 sTgr f o OF \OP��4 J9�N DEN]°` W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permtl Set Water Plan Potable Water Plan C5,01 Horizontal Scale: 1" = 40' BY: DATE ADA COUNTY HIGHWAY DISTRICT DKIuDIA APPROVED vAh oNav22 FU NMWf: "P­ CONNECT TO EXISTING 12" WATER MAIN WITH 1-12"x12" (FLGxMJ) TEE,1-12" GATE VALVE (FLxMJ) . INSTALL THRUST BLOCKS PER ISPWC SD-403 O� / � Q � o Water Plan -Potable Water Plan Horizontal Scale: 1" = 40' \ / 9 45' 12-IN ELBOW \ \ \ \ W/THRUST BLOCK PER ° ISPWC SD-403 \ — — — 45' 12-IN ELBOW / W/THRUST BLOCK 9 W2 PER ISPWC SD-403 \ 0 55-LF 12-IN C900 ti \W2 / \ W2 / 1-12"x6"x12" TEE (MJxFLGxMJ) W2 1-13" GATE INSTALL 8.5 L.LE F.6" WATER MAIN o 1-6" FIRE HYDRANT W/THRUST BLOCK PER ISPWC SD-403 ��� �` A W2 / INSTALL 1-12" (FLG) TEE 8, \\ 1-12" GATE VALVE (FLG X MJ) \\ INSTALL 8.5 L.F. 6" WATER MAIN 1-12" ADAPTER (FLG X MJ) -6" FIRE HYDRANT ° 1-12"X8" REDUCER (FLG) \ Aso \ W/THRUST BLOCK PER ISPWC SD-403 1-8" GATE VALVE (FLG X MJ) �� A W/THRUST BLOCK PER ISPWC SD-403 \ �� INSTALL 1-12"x8"x8112" (FLGxMJ) CROSS O 1-12" GATE VALVE (FLxMJ) \ ° 1-8" GATE VALVE (FLxMJ) 1-8'x6"REDUCER / \ 1-6" GATE VALVE \ / \ W/THRUST BLOCK PER ISPWC SD-403 \ W2 W1ss V V V 1-6" GATE VALVE INSTALL 8.5 L.F. 6" WATER MAIN 1-6" FIRE HYDRANT \ W/THRUST BLOCK PER ISPWC SD-403 92 \ INSTALL \ BLOW -OFF \ ASSEMBLY PER CITY OF MERIDIAN �J9AP, / \ City of Meridian Water Notes: 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. Sheet Notes: 1. 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 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. Keynotes: W1 POTABLE WATER MAIN CROSSING - SEE WATER NOTE NO.2 ON THIS SHEET. W2 POTABLE / NON -POTABLE WATER SERVICE CROSSING - SEE WATER NOTE NO.3 ON THIS SHEET. W3 8" or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS FOR LOCATING PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR LENGTHS. W4 PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL W5 811 PRIOR TO CONSTRUCTION. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). Legend: 0 40' 80' - 8"W — 8" WATER MAIN (OR AS NOTED) 2" BLOW -OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 • GATE VALVE FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 �— 3/4" WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 — 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 WATER SERVICE SLEEVE 8'W EXISTING WATER MAIN O• EXISTING BLOW -OFF ASSEMBLY ® EXISTING GATE VALVE :} EXISTING FIRE HYDRANT R,,ss SEWER MAIN (SIZE NOTED) PIRR PRESSURE IRRIGATION (SIZE NOTED) Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: DATE: ADA COUNTY HIGHWAY DISTRICT �9-�� r� / LAND GROUP r W y a a r= = y W Q Cz i Q CL) iD cc a_ O = En O 2 CIO)C.D w CD Revisions 1. �5S104AL C or{ G\ST z 109 1 sTgr f O\OP�o F J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permtl Set Water Plan Potable Water Plan C5,02 Pressure Irrigation Notes: DWIuDIA )- APPROVEEDDDChM, ONOW2 turnx� rP� 6-IN CROSS 4-61N GATE VALVES INSTALL 6-INx4-IN REDUCER W/THRUST BLOCKS J / 4-IN TEE / 1-41N GATE VALVE / W/THRUST BLOCK/ / \ / V PRESSURE IRRIGATION \ j RISER SEE SHEET C6.10 FOR DETAILS 4-IN TEE P3 3-41N GATE VALVES vawz Ai\t PP'- ., •/ \'VALVE *'•. 1h 3-41N GATE VALVES \ \ 4-IN GATE VALVE P1 W/THRUST BLOCK \ \ G \ \ G \ 4-IN TEE 2-41N GATE VALVES \ \ W/THRUST BLOCK \ \ P2 \ G \ Pressure Irrigation -Pressure Irrigation Horizontal Scale: 1" = 80 4-IN GATE VALVE 22.5° ELBOW - W/THRUST BLOCK n -- n W T GATE VALVE \ WITH CAP � \ 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -OF -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEO) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS AND/OR PUMP -OUT STATIONS AS SHOWN ON THE PLANS 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION SYSTEMS. 10. PRESSURIZED IRRIGATION SYSTEM IS AN EXTENSION OF THE EXISTING SOUTHRIDGE SUBDIVISION PHASE 1 SYSTEM. 10.1. SYSTEM IS OWNED AND OPERATED BY THE SOUTHRIDGE HOME OWNER'S ASSOCIATION. DEVELOPER IS IN DISCUSSIONS WITH NAMPA-MERIDIAN IRRIGATION DISTRICT REGARDING POTENTIAL OF TRANSFERRING SYSTEM TO N.M.I.D. 10.2. SYSTEM IS CONNECTED TO CITY OF MERIDIAN POTABLE WATER SYSTEM FOR SECONDARY SOURCE. Sheet Notes: 1. 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 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. 2. SEE SHEET C6.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. Keynotes: # P1 POTABLE WATER MAIN CROSSING - SEE NOTE NO.3 ON THIS SHEET. Ly P2 C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE DIAMETER OF THE PRESSURE IRRIGATION MAIN. P3 PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. P4 INSTALL PRESSURE IRRIGATION RISER CONNECT TO EXISTING 6-IN PI. SEE SHEET C6.01 FOR DETAILS 0 80' 160' r � / LAND GROUP r W y a a CD E CL O CD y Q W Q coo 16. CD CD cc a_ CM O co)C.D w CD Revisions 1. �5s,04AL C or{ G\ST z 109 1 sTgr f O\OP�o F J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Pressure Irrigation Pressure Irrigation C6.01 DWIuDIA )- APPROVEEDDD ChM, oNav22 turnx� rP� 6-IN CROSS 4-61N GATE VALVES INSTALL 6-INX4-IN REDUCER W/THRUST BLOCKS J / 4-IN TEE 1-41N GATE VALVE o '% W/THRUST BLOCK Pressure Irrigation Horizontal Scale: 1" = 80 6-IN 11/5° BEND O v BORE UNDER EXISTING CANAL. INSTALL` -IN DR9 HOPE PIPE 22.5° ELBOW — W/fHRUST BLOCK — n n 0 hb IGATE VALVE W\ \ \ WITT H CAP � \ -z R/W R/W C Pressure Irrigation Notes: 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -OF -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS AND/OR PUMP -OUT STATIONS AS SHOWN ON THE PLANS 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION SYSTEMS. 10. PRESSURIZED IRRIGATION SYSTEM IS AN EXTENSION OF THE EXISTING SOUTHRIDGE SUBDIVISION PHASE 1 SYSTEM. 10.1. SYSTEM IS OWNED AND OPERATED BY THE SOUTHRIDGE HOME OWNER'S ASSOCIATION. DEVELOPER IS IN DISCUSSIONS WITH NAMPA-MERIDIAN IRRIGATION DISTRICT REGARDING POTENTIAL OF TRANSFERRING SYSTEM TO N.M.I.D. 10.2. SYSTEM IS CONNECTED TO CITY OF MERIDIAN POTABLE WATER SYSTEM FOR SECONDARY SOURCE. Sheet Notes: 1. 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 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. 2. SEE SHEET C6.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. Keynotes: # P1 POTABLE WATER MAIN CROSSING - SEE NOTE NO.3 ON THIS SHEET. Ly P2 C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE DIAMETER OF THE PRESSURE IRRIGATION MAIN. P3 PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. 0 80' 160' .� "" r � / LAND GROUP r W y a a CD E CL O CD y Q W Q Co i CD a O= EmC:) CIO) COD w o Revisions 1. �5s,04AL C or{ G\ST z 109 1 11 OF \OP\o J 9�N DEN W/26/2D21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permtl Set Pressure Irrigation Pressure Irrigation 1A APPROVED 0102122 22 ,1 NAMPA & MERIDIAN IRRIGATION DISTRICT DOMESTIC WATER METER BOX COVER OEIIJTERATE WORDS 'WATER METER' AIR RELEASE VALVE 1 1/2. ZED PSI RATED FORD No. X43 GAST IRON WITH 13 1/2• LOCKING LIDS /OR EQUIVELEUT 7- PVC /\\\}�\\\\ MIN 1 CU. YO. DRAIN ROCK TO BOTTOM OF VALVE FOR SUPPORT AIR RELEASE --NTS-- NAMPA & MERIDIAN IRRIGATION DISTRICT I DOMESTIC WATER METER � i BOX COVER OBUTERATE WORDS "WATER METER" I FORD No. XX3 NET IROtJ WITH 13 1/2" LOCKING LIDS 20- PVC \ \//\/ 1 1/2" CUR BsrOP j//\\/ UCH \`// �AS ORDABII S66 SW INYO. DRAIN TO BOTTOM OF VALVE �K 1 1/2"\/\\/�o o �o �o o- \%\ FOR SUPPORT BRASS PIPE I DRAIN VALVE --NTS-- I I i NAM -RA & MERUAN IRRIGATION DISTRICT j Q 3' SOR 21" PVC RSA IXIE10 IB• A9DVE CACURD Q 3- ..- a 6• in= (DR EDWU Q3 . , w• S�DRE YNMIY Ew YKIIAI OS a• . w' a+Ass xiRE 9 — I © 6- . �� 2O0 P51 POLY IB- ABP,E Q✓aPYI - _ w• emAss Lure STOP QB ROCN CNP6 O9 3- fEIVLE ADD. } ® EDITOR V(E T 3' RC PLUG 2 ® mwER SmE T Post S Ol I IDND �E SMRCE "MODIFIED" TYPE A RISER SHORT SIDE SERVICE --NTS-- SINGLE FAMILY RESIDENT -- — — ----- ----- NAM9A—ME.RJDIAN IRRIGATION DISTRICT i I. NAMPA & MEF2IDIANIRRIGATION DISTRICT I I I=' R- J- 1 2 3 4 5 6 7 8 9 10 11IIZ6UGI-I LINE CONNECTION, TEE THROUGH LINE CONNECTION, CROSS USED AS TEE CHANGE IN LINE SIZE WI1I-1 REDUCER DIRECTION CHANGE, CROSS USED AS ELBOW DIRECTION CHANGE 90- ELBOW DIRECTION CHANGE, TEE. USED. AS ELBOW DIRECTION CHANGE THROUGH LINE CONNECTION, WYE' VERTICAL DIRECTION CHANGE, BEND ANCHOR, SEE NOTR BELOW VALVE ANCHOR, SEE NOTE BELOW E: IF THRUST, DUE TO HIGH PRESSURE, ARF EXPLGTCt1,. ANCHOR VALVES AS SHOWN IN DETAIL #w, At VERTICAL BRND9, ANCHOR TO RESIST OUTWARD THRUSTS. GRAVEL SURFACE PAVED SURFACE 5 B" MIIlUS GMVCL AC PAVEMENT, CUSS / AI10 PLACE IN ACCOaI 2 MIN. OEPTII APWA SEC, 11, AS RE CONIROLLINU' ADEN— HAIIVE IAAIENIAL AS CALLED rDR X! 111E sPECIrICAI IDNS COMPACTED NFAT IU 95% IN ACCORDANCE AAlll CCS- ASTM D 690. \ /TEP aU v fff NDISTURr 2` GUI. APPLY TEO ASPHALT Xi 10. EMEII I COUI4iV lsifiEET IR.G.W. .e.. /J / 7 6/B• MINUS CRAVEL COMPACTED f' �' Ib 9sz IN ACCORDANCE WIIM 1 /J JJ I AsTM D 69a • . _ I PIPE BEDDING AS fl"TIO N9 , TOk IN THE 6PECICATI0 AND COMP//A�CTED TO 9S5[ - - I�F:'� i�7 IN ACCOROMICE WITH � •-r, ��C ITt AGTN D 698, \CUSS 200. SDk 21 Y PVC PIPE B" D B MAX ` MAX IYPICAL STRFE! CROSSING (SEE LNOVITNREJ IS IA) N-AiiPA & MERIDIAN. IRRIGATION DISTRICT Q]•EWt 21' P1C R6EIi FXSIIO19• �B]ME CIiMWU .. . O2 r ..• . e• DRlDF}i aocX 1aR Entw, QQ . . .• swaE wRawu O 4' YIN lNE YMM,M 0 w• PDLT FYPE 200 PSI C © 6' . w' ZOD MI PDLY 1B• /HU@ GRdmO �• BRil4 COMP. COIIPLNG'+ O w- Bross wtB stop O tooi oms 3 ® a• EoaAEE Mo. ® LODAToet —E z 9 ® 1uRRFM s1Da 'Y POsT I Imc mE sTMWCJ: "MODIFIED" TYPE A RISER LONG SIDE SERVICE --NTS-- SINGLE FAMILY RESIDENT -------.--- __. —_ NAMIP& MERIDIAN IRRIGATION DISTRICT \\ OFE� �A/��� LAND GROUP TME W CO) a Q _E CL O O Wcoo Q i Cz O a o 0 C4 CJ w o Revisions 1. ff-1, S 0NAL 1 �O OF 0 J9N DEN 1D/26/ZD21 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Pressure Irrigation Details Details NITS