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HomeMy WebLinkAboutConstruction Drawings V1Southridge 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. Dig Line, Inc. �► / Call Before You Dig. V 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 DISTRICT'S TREE PLANTER POLICY. TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (0) 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 OUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICTS 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 DISTRICTS 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. NO 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 1.2. 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. 1.2.1. 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. 1.2.5. 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 RIGHTS -OF -WAY TO 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. SECTION NOTED ON THE ASPHALT PAVING SECTION DETAILS, SHEET C2.00. USE WHICHEVER SECTION IS 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 ARIGHT -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' p g 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 (DEQ) 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 61 C4.06 SEWER LINE C C4.07 SEWER LINE C & D WATER PLAN C5.01 POTABLE WATER PLAN C5.02 POTABLE WATER PLAN l�Vlfi APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and S e. fications. 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 11.00 LANDSCAPE PLAN FINAL PLAT SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET Client / Owner / Developer: CHALLENGER DEVELOPMENT 1977 E. OVERLAND RD. MERIDIAN, ID 83642 CONTACT: JUSTIN BLACKSTOCK PH: 208.871.0642 EMAIL: Highmark.developmentggmail.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: jasongthelandgroupinc.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 P 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 OF - -4 � Jel LAND GROUP TME W CO) a CD E CL O O Co CD W Q Cz i c z Q O= 2 O � LLJ � Revisions 1. s10 4AL C r{ �FG\ST Z 109 1 s o JT9rf OF 0�" 9�NDEN�"'" V/2lv 2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: PERMIT SET General Cover Sheet & General Notes C1,00 FOUND ALUMINUM CAP NW CORNER SEC. 23 CP&F No. 111026808 15 14 S89°14'56"E 2652.36' 22 23 - - - i Not -A -Part PARCEL S1223223010 CABRA CREEK LLC Not -A -Part PARCEL S1223233670 CABRA CREEK LLC PARCEL S1223233920�� ADA COUNTY, HIGHWAY DISTRICT -L2 cc d a PARCEL S1223233905 O WALKER TERRY Z o i z IL PARCEL S1223234100 a WALKER DUANE L 0 22 . 23 Z "Po89°04'17"W 2666.80- FOUND ALUMINUM CAP W 1/4 CORNER SEC. 23 CP&F No. 110033071 ACHD RAN PER INST. No. 108120052 euL,nuLa bL U I I nmbrnrLL Val Vista Subdivision Existing Conditions Horizontal Scale: 1" = 150' Val Vista Subdivision No. 2 140' RIDENBAUGH CANAL EASEMENT PER INST. No. 800640 rmLT Duo J I CV CIN L I MUJ I FOUND ALUMINUM CAP N 1/4 CORNER SEC. 23 CP&F No. 110088910 W. Overland Road "BASIS OF BEARINGS- N89°19'41"W 2661.73' L - - - 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 Not -A -Part C-fSap"ge-Subdivision No. 5) 1 r CM i \ O PA Cg� Z 122 1420 C 1ALL E = O OP 'y INC *0CA !� a � Z O O h PARCEL S1223131620 Not -A -Part ANCE HOLDINGS LLC (Southridge Subdivision No. 4� 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�'100 LAND GROUP Line Table SEGMENT LENGTH BEARING L2 30.00, N25°08'21"E L3 58.64' S89016'08"E L4 157.73' N47°39'35"W L5 231.17' N10008'10"E L6 6.36' S75'06'37"E L7 79.42' N14°53'23"E L8 150.70' N61°29'03"W L9 90.36' S00°4816"W L10 118.75' S61°29'03"E L11 150.79' S72'20'41"E L12 10.00, S86°31'43"W L13 188.54' S03°28'17"E Line Table SEGMENT LENGTH BEARING L14 159,58' S56°31'59"E L15 37.00' S37°52'47"E L16 70.00' S52"03'57'W L17 34.82' S36"27'55"W L18 110.54' S17017'53"E L19 21.67' S32°O6'19'NJ Curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 111.19' 50.00' 127°24'36" N82°26'42"W 89.65, C2 30.77' 25.00' 70"31'44" S54°00'16"E 28.87' C3 25.41' 20.43' 71"15'53" N54013'05"E 23.80' C4 184.71' 233.34' 45"21'22" S41'15'50"W 179.93' C5 420.42' 1050,50' 22055'49" N58°57'49"E 417,62" C6 288.12' 1047,00' 15°46'02" N38026'04"E 287,21' C7 393.88' 1044.50' 21"36'21" N20056'21"E 391.55' C8 320.04' 375.00' 48"53'57" N85056'02"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' 68"35'29" N3705429"W 260.13' C12 316.45' 200.00' 9003920" N8301227"W 284.46' C13 389.27' 300.00' 74°20'42" N00°4226"W 362.53' C14 140.75' 150.00' 53°45'48" S09°35'01"W 135.64' C15 129,34' 150,00' 49°24'12" N07°24'13"E 125,37' r W CAI a CD x CL O O CD CD W Q CZ am CD cc z OEr Er O S C4 CIE)Lu � Revisions 1. �5S104AL ENC 04 G\ST Z 109 1 sTgr f OF J 9�N DEN 10/2W/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set General Existing Conditions C1,01 FOUND ALUMINUM CAP NW CORNER SEC. 23 CP&F No. 111026808 15 14 22 23 L� Not -A -Part PARCEL S1223223010 CABRA CREEK LLC i - - - No -A-Part PARCEL — — — — — S 223212760 Not -A -Part PARCEL S1223233670 CABRA CREEK LLC PARCEL S1223233920 ADA COUNTY HIGHWAY DISTRICT O d a PARCEL S1223233905 O WALKER TERRY G Z 4.0 R d PARCEL S1223234100 a WALKER DUANE L 0 22 23 Z FOUND ALUMINUM CAP W 1/4 CORNER SEC. 23 CP&F No. 110033071 Project Overview Horizontal Scale: 1" = 150' ACHD RM PER INST. No. 108120052 ivu.nULa bL U I i nAarnrLL 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 H1, 140' RIDENBAUGH CANAL EASEMENT So ut h r i d g e PER INST. No. 800640 A N of -A -Part partments PARCEL — — S1223212615 — — SOUTHRIDGE FARM LLC ,MULUtIN INA I NANII: I 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 Not -A -Part I C—(Sap"ge`Subdivision No. 5) 1 M D Z = INC I y.+ 'y a� 7 O y Z d t � o I Not -A -Part (Southridge Subdivision No. 4� 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 MOM GROUP r W CAI a CL) _E CL = o O CD W Q CZ am CD _ _0 cc Q OO o Revisions 1. �5S104AL ENC 04 G\ST Z 109 1 sTgr f OF J 9�N DEN 10/2W/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set General Project Overview C1,02 F Phase 1 Overview Horizontal Scale: 1" = 80' R 5' 5COMMON RESIDENTIAL LOT LOTS 2' 2' 10'_J� � RIDENBAUGH CANAL P \ I I I EXISTING GRAVEL CANAL \ MAINTENANCE ROAD 6-FT BLACK Tt� WROUGHT IRONFENCE 6FT BLACK 10-FT ASPHALT ROUGHT 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' ����� �� i"a- r� / LAND GROUP r W Cis a a CL O O CD W Q C'3 i CD _ _0 cc Q OO Its) CD Revisions 1. �5S104AL 04 ENC G\ST Z cn 109 1 sTgr f OF J 9�N DEN 10/2W/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set General Phase 1 Overview C1,03 r Street Lidtin Horizontal Scale: 1" = 80' Sheet Notes: -5 �i= THE � LAND 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. = 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. 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 TO 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 he 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 W W a a CD CL O O CD W Q CD i 0 CL) CD IIIIIIIIIIIIIIIIII� IIIIIIIIIIIIIIIIII� c z Q O 2 O ry- Lu � Revisions 1. �5S1oNAL 04 G\ST ENC Z cn 109 1 sTgr f OF J 9�N DEN WZW Z021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Sal General Street Lighting C1,20 ___ FF: 2669.30 FF:2669.50�_/=�\ l FF: 2669.10 > 1 \ - FF: 2668.70 ------- - ---- \ \ I /� I /\ p \\ �4 �\ FF:2669.80�vvv� -- L�� / Jl/ / / /� �� 1 FF. 2668.20 /// / FF: FF: 2�670.20 /// 2670.50 FF 2668.30 vI Z wv \ / 1 1 /'0"� / I l (J r Il ll I l �' 11 / FF: 2670.80 / A v v A \ l v I lI/'llh/l� FF: 2671.20 26 - FF:2670.80 l V l V A FF:2670.30 \ � v v t N/M, / / / / � � I I / FFF: 2671�.50 i / FF: 2670.90 FF: 2671.60 FF: 2671.20 / / / FF: 2671.10 FF:2672.10 ti / / FF:2671.00 ( FF:2671.00 ( (f/\- \ FF: 2670.70 \ W/ FF: 2673.30 /! 1I a� \ / �I�\ O / \ aJ /\ FF: 2670.80 < r I / ( FF:2670.60 FF: 2672.50 L / I / / �w/ o FF:2673.30 ✓ \ / FF:2670.40 FF: 2670.30 FF:2674.20 I y� F -w / FF: 2 i70.40 2674.80 �' S FF: 2669.902670.20 A / / // / FF. 2678.20 ; / �/ � � FF: 2669.70 - -, J / 1 ����'f// J ' /�% / // \ �2669 �/ FF: 2669.70 FF: 2680.00 > / / ! v J _ FF 2677.30 ,/FF: 2678.00 �T,; I FF: 2683.40 ( r� /-� ��� / / - - A J \ / FF: 2684.90267g / FF: 2678.40 aQ40 2682 FF:2680.00 / \ z�/ 688l/ - i /� 26 / FF: 2681.60 / I J / / / / ( �/ ( \ -\ 8. \ I / _ - c J FF: 2682.70 A ���' ' / (V J A 1\1 Ir�� ��� /)n�/ 2 268 K -(� �0 6 i FF 2684.00 V A �O ' V A v FF: 2686.00 i A f Z \ 1 �� /-v�� =E AN* Mass Grading 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 he 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. Ift1% /Fly 0-Fl*. r� LAND =GROUP r W W a a CL O W Q CZ C2 am CD IMEN O C4 ccz = Q 0 0 � � � Revisions 1. �5S1oNAL ENC cn 109 1 sTgr f OF \,Dn J9�N DENS°* 10/2W/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Sal General Mass Grading C1.30 o \ / Horizontal Scale: 1" = 80' BY: DATE ADA COUNTY HIGHWAY DISTRICT SWPPP Posting Requirements: SWPPP Legend: SWPPP General Notes: W% OF - -4 LIMITS OF DISTURBANCE 1. ALL STORM WATER WILL BE CONTAINED ON SITE. j OffJeA T H E 1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING FOR OBTAINING WE D `�- 1 THE EPA EPA NOTICE OF INTENT (NOI). 2. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A i FIBER ROLL PER THE STATE E IDAHO CATALOG OF STORM EVENT PRODUCING 0.25 INCHES OR GREATER - OR - ONCE EVERY SEVEN DAYS. . 2. A COMPLETE COPY OF THE SWPPP (INCLUDING A COPY OF THE CONSTRUCTION GENERAL -_ _ _ _ � � STORM WATER BEST MANAGEMENT PRACTICES BMP INSTALL TYPE I INLET PROTECTION PRIOR i' / - #35. SEE THE FOLLOWING SHEET FOR DETAILS. INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: GROUP PERMIT AND COMPLETED INSPECTION FORMS), N01, AND ACKNOWLEDGEMENT LETTER FROM `'� - _ 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 REMOVE UPON FINAL STABILIZATION. - -7 B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR ACCESSIBLE DURING NORMAL BUSINESS HOURS )AND MADE AVAILABLE FOR REVIEW BY EPA, ], I �N� 2661 PROPOSED GROUND CONTOUR (ONE -FOOT INTERVAL) C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGH SEPTEMBER) A STATE, OR OTHER LOCAL APPROVING AGENCY. i J 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 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 / \\ \ / 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 MINIMUM, THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER ) / / \ \ i - - - \ /' ^ \ COORDINATOR. AND A CONTACT NAME AND PHONE NUMBER FOR OBTAINING ADDITIONAL PROJECT 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 AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE (395-8888) INSTALL TYPE I INLET PROTECTION PRIOR / / / - / " l TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE TO EARTH DISTURBING ACTIVITIES AND MUST BE DISPLAYED THROUGHOUT CONSTRUCTION / / j ) / I (� AND AT THE END OF THE BUSINESS DAY. DISPOSE AT 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 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/ / // _ _ 1 ® BMP #31, SEE SHEET C1.55 FOR DETAILS IF PRE -APPROVED. EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC �/, j / / / 1\ - / fj \ �- 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 \ \ 1 � W INSTALLATION INSTRUCTIONS. POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING WATERBODY, CONTACT THE % / �� DETAILS. EPA THROUGH THE FOLLOWING WEBSITE: / � �\ \ � � B. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS HTTPS://WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL / \� / / J ` \ STAGING AREA AS NOTEDPOSSIBLE. ANCHOR TO PREVENT VANDALISM. I �\ 1 . STABILIZE AND PROVIDE -VIOLATIONS." ) / \ - ' 1 - J 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING l r \ I PERIMETER CONTROLS PER THE STATE OF IDAHO • THE NOTICE MUST A LOCATED SO THAT C IS VISIBLE FROM THE PUBLIC ROAD THAT I (_ / 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 - / l / - • THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A -=- / PRACTICES BMP #2 CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY � \ \ � r � � _ 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 0­1 SITE CONSTRUCTION SIGN. STANDARDS. 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I, SECTION 1.11 / / / �� \ % -� 7 Not -A -Part OF THE CONSTRUCTION GENERAL PERMIT. U y ¢� `. \ \� �� �� / - - / 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 FOR N.O.T. (NOTICE OF TERMINATION). - _ _ ' \ �'`' - \ T \ -` 13. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. PRACTICES BMP #5. THIS SHALL BE MAINTAINED EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BYTHE OWNER) ATA - \�'�- \ \ I \ THROUGHOUT CONSTRUCTION UNTIL BASE MATERIAL PRE -APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE Contact Information: \ Not-A-P r - � \ _� � � � � � \ \ � IS INSTALLED. PROVIDE SWEEPING DAILY OR AS STABILIZED PER BMP #9, C �, Jllat-A-Part �, \ NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR 14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. OWNER: CHALLENGER DEVELOPMENT, INC. / � f' 0 � � � PRIMARY CONTACT: / / 05 B� \ \ �'•'- �\ \ DIRT ONTO EXISTING ASPHALT. SEE THE FOLLOWING r \ -. 1. \ \ / SHEET FOR DETAILS. 15. ALL GRADING, UTILITY, AND ROADWAY CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00 PH. I �Fc ` `` \\ A.M. AND 9:00 P.M. MONDAY THROUGH FRI DAY AND 8:00 A.M. TO 9:00 P.M. SATURDAY AND SUNDRY, - \ •Q��/I��y/� I �� UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER.LU GENERAL CONTRACTOR/OPERATOR: - ` ^ I I ( / / \ \ \ Stockpile Management BMP 9- y PRIMARY CONTACT: \ \ - ` a ��•'�• \ \ 16. ANY TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE \\ _ \\\ FROM: IDEA STORM WATER BEST MANAGEMENT PRACTICES CATALOG SEPTEMBER 2005 INSTALL TYPE I INLET PROTECTION PRIOR / I �l S� t- ) �" ' �� \ \ `\ } DESCRIPTION: 17. TOTAL DISTURBED AREA IS APPROXIMATELY 74.79- ACRES.. ONSITE SWPPP COORDINATOR: / F`-` - \ \ \ \ \ \ Ngt-A-Part = _ TO EARTH DISTURBING ACTIVITIES AND M @ \ \ STOCKPILE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO REDUCE OR COMPANY: / I "I, . ��Q " \ \ \ 18. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT BY CONTRACTOR HAS REMOVE UPON FINAL STABILIZATION. / / , I sae .qsv � � � \ -y \ ' - \ \ \ � \ �. 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. o O s• \ \ \ 1 MATERIALS SUCH AS PORTLAND CEMENT CONCRETE (PCC) RUBBLE, ASPHALT CONCRETE CONDITIONS CONTAINED HEREIN. PLAN PREPARER: GARY SCHUMACHER / / (AC), ASPHALT CONCRETE RUBBLE, AGGREGATE BASE, AGGREGATE SUB BASE OR ` • / l 19. BOISE CITY PLANNING AND DEVELOPMENT SERVICES REQUIRES EROSION CONTROL PERMITEES TO l _ - � � � � � � �- � PRE -MIXED AGGREGATE, ASPHALT MINDER (SO CALLED "COLD MIX" ASPHALT), AND / SCHEDULE AN EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION. THE INSPECTION CITY OF BOISE LICENSE: CONl6-00178, EXPIRES: 08-28-2022 /1 �--- 1, J ` \ J �.• ( i 1 I PRESSURE -TREATED WOOD. MUST BE SCHEDULED PRIOR TO GRADING OR OTHER LAND DISTURBING ACTIVITIES BUT AFTER THE PHASE 1 C 1 S ` I REQUIRED STRUCTURAL BEST MANAGEMENT PRACTICES ARE INSTALLED. THE REQUIRED BMP'S MUST O I; a, ) J APPLICATIONS: L COMPLETE AND PASS THE EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION PRIOR TO SIGNED DATE: 12-29-2020 �] _ - p I 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 RAN • 6-LOTSc = CD I I ;1 I LIMITATIONS: NECESSARY CORRECTIONS AND RESCHEDULE THE SITE PREPARATION INSPECTION. THE SITE MUST PER INST. No. 108120052 / j / Jr� 7 - ( DRAINAGE AREA - N/A MAXIMUM SLOPE - WA PASS THE SITE PREPARATION INSPECTION PRIOR TO BEGINNING WORK. FAILURE TO SCHEDULE AND O S E E SHEET C1.51 ( .3• t � I ( - - - _ PASS THE SITE PREPARATION INSPECTION WILL DELAY YOUR WORK. \ /y� I :. (� MINIMUM BEDROCK DEPTH - N/A MINIMUM WATER TABLE - N/A ;jco ca CONCRETE WASHOUT �� / / / // �f-( i \ / _ - NRCSSOILTYPE-N/A FREEZE/THAW-GOOD INSPECTIONS MAY BE REQUESTED THE SAME DAY AND UP TO THREE DAYS IN ADVANCE, J / / / / /) FOR DETAILS ( / I \ \ , \ \ DRAINAGE/FLOOD CONTROL -NO EXCLUDING HOLIDAYS AND WEEKENDS. INSPECTIONS REQUESTED BETWEEN 7:30 AM AND CD ♦- 11:30 AM WILL BE COMPLETED BY 5:00 PM OF THE SAME DAY. INSPECTIONS SCHEDULED Q // / / • Q� , .i �p Ir)'. // TARGETED POLLUTANTS: SITE CONSTRUCTION SIGN. / /� // Oia Q ! /anC' I I I J/ -'- -' SEDIMENT AFTER 11:30 WILL BE PERFORMED THE FOLLOWING DAY BY NOON. YOU CAN SCHEDULE UJ \�•�. � THE INSPECTIONON THREE DIFFERENT WAYS: • SCHEDULE USING THE MOBILE APP ON YOUR SMARTPHONE AT HTTP.//PDSMOBILE.NET.Ca / CONSTRUCTION GUIDELINES: • SCHEDULE ONLINE AT WWW.CITYOFBOISE.ORG/PDS/PDSONLINE. i CONSTRUCTION ENTRANCE TO BE INSTALLED PRIOR / / / / GENERAL CALL (208) 384-3802 TO SCHEDULE. Q TO EARTHWORK OPERATIONS AND REMOVp PRIOR / \ d II \ J LOCATE STOCKPILES A MINIMUM OF 50 FT AWAY FROM CONCENTRATED FLOWS OF TO FINAL PAVING BASE INSTALLATION. i I / \ STORMWATER, DRAINAGE COURSES, AND INLETS. Soil Stabilization: U RE 1 / \ \ PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON USING A TEMPORARY Ca 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. - / J \ APPROPRIATE ON ALL STOCKPILED MATERIAL. \ / \ PLACE BAGGED MATERIALS ON PALLETS AND UNDER COVER. 2. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE / \ / ps Q / f• / \ IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY G i I \' \ CEASED BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION z OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. p C:D \ \ \ \ 2.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND L STAGING AREA-� ) / CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. - I EQUIPMENT AND MATERIALS STORAGE, \ / I C J 1 \ _ - \ \ 2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND WASTE DISPOSAL AREA, AND WORKMAN ` O, ) / 1 EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION Revisions i PARKING y ` V MEASURES DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE. \\ \ �;•% / r �) _FuTli RE THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED \ 1 AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: P E 3 MULCHING (BMP 15) - APPLY STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE Oi _ 'fi DESCRIPTION,AWOR: 3. GEOTEXTILE (BMP 17) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, 0 � n r Horizontal Scale: 1" = 150' 4 MAT TING (BMP 18- APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS T PREVENT EROSION) SEE THE APPENDIX OF THE SC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION• W R'o - PROTECTION OF NON -ACTIVE STOCKPILES \G • 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 COVERED OR PROTECTED WITH A TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE ( \ ONSET OF PRECIPITATION. W berwood Dr �� ) \ ` -� \ 11`/ / STOCKPILES OF PCC RUBBLE, AC, ASPHALT CONCRETE RUBBLE, AGGREGATE BASE, OR AGGREGATE SUB BASE: DURING THE RAINY SEASON, THE STOCKPILES SHOULD BE COVERED OR / \ \ R/W \ ✓ / j ( \ \ \ - + PROTECTED WITH A TEMPORARY SEDIMENT PERIMETER BARRIER AT ALL TIMES. DURING THE \ NON -RAINY SEASON, THE STOCKPILES SHOULD BE COVERED OR PROTECTED WITH A - 62- \ TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE ONSET OF PRECIPITATION. \ f L _ ` - _t- - - \ ). • 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 \ % / I • STOCKPILES/STORAGE OF PRESSURE -TREATED WOOD: DURING THE RAINY SEASON, Fla '7'v' -'-/1' / / PRESSURE -TREATED WOOD SHOULD BE COVERED WITH PLASTIC OR COMPARABLE MATERIAL / AT ALL TIMES. DURING THE NON -RAINY SEASON, PRESSURE -TREATED WOOD SHOULD BE COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES. \ \ Note: The SWPPP Plan is comprised / I \ /// / / // PROTECTION OF ACTIVE STOCKPILES • ALL STOCKPILES SHOULD BE PROTECTED WITH A TEMPORARY LINEAR SEDIMENT BARRIER Project No.121027 : Date of Issuance 10-25-2021 PRIOR TO THE ONSET OF PRECIPITATION. Project Milestone: Permit Set of these Construction Set drawings 7 • STOCKPILES OF"COLD MIX" SHOULD BE PLACED ON AND COVERED WITH PLASTIC OR SwPPP COMPARABLE MATERIAL PRIOR TO THE ONSET OF PRECIPITATION. combined with the separate SWPPP Project MAINTENANCE Narrative Booklet. • INSPECT AND VERIFY THAT BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF Overview 0 150' 300' ASSOCIATED ACTIVITIES. WHILE ACTIVITIES ASSOCIATED WITH THE BMP ARE UNDERWAY, INSPECT WEEKLY DURING THE RAINY SEASON AND AT 2-WEEK INTERVALS IN THE NON -RAINY SEASON TO VERIFY CONTINUED BMP IMPLEMENTATION. C1,50 • REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. SWPPP Phase 1 Notes: 1. TOTAL DISTURBED AREA IS APPROXIMATELY 18.00±ACRES. r/ \/l l \ \ \\ \\\ I /\\ \ \\ l'1\�\ INSTALL TYPE I INLET PROTECTION PRIOR 2. SEE SHEET C1.50 FOR NOTES AND OTHER INFORMATION LAND ✓ /Ill \ \\\\\\\\\ \\ \\ \ TO EARTH DISTURBING ACTIVITIES AND REMOVE UPON FINAL STABILIZATION. \ ,\lllll� \\\ \\\ ----_--- _ GROUP ~— \ / v /\ii\�j/l�lillll \ \INN Wi��///i� \ l / / / \/\/�\\llll 111 Ili lll�l \ / ljll�ll�lll�ll'I( II I \\ / r f //�/\�// INSTALL TYPE I INLET PROTECTION PRIOR // \ TO EARTH DISTURBING ACTIVITIES AND } REMOVE UPON FINAL STABILIZATION. --I///% o11IL-- \'7 \ \\\\ CD r � // \ 26T0�A \V \\VA\V A A < \ V A\ -- A �// ) -� J � y /i � \ A \ \VS\ \ \\VAA\ VAV V A A \ � � i _ 1 �i i� \ \ \ \ \ —INSTALL TYPIN T P OTECTION PRIOR r TO EARTH CL DIST BING ACTIVITIES AND ////\� / / n \\— �� REMOVE UPO FINAL 3 fABILIZATION. vv vw�wvv vvvvvvv vvv l \ vv UPON FINAL STABILIZATION. A V �v y I V A I A v /Vriiii /i it / \ V \V vv x vDvo \vv�A\VAAV\/ v v i�vV 1 INSTALL TYPE I INLET C4 co PRINSTALLATION AND OTECTION AS PART OF INLET \ \V\ \v\V\V I RLU UPON FINAL STA ) v A \ A v J\ V�KV A A v v • I v A— %� �/ V A SITE CONSTRUCTION SIGN. / %�% // ' i / 7 V v v vv \V A \v vvv \ �v CD \ INSTALL TYPE I INLET — y� , , CONSTRUCTION ENTRANCE TO BE � �,� �� � � PROTECTION AS PART OF INLET � � ���� — �\� v / Q'. vv vv vvAv v / INSTALLED PRIOR TO EARTHWORK — _ _:_ � i INSTALLATION AND REMOVE A� �V 5 .- — —_ v\ � vvvv Avv OPERATIONS AND REMOVED PRIOR TO ��Ii�� S� — — _ �' UPON FINAL STABILIZATION. FINAL PAVING BASE INSTALLATION. cc Z i INSTALL TYPE I INLET Er z + , , ti' PROTECTION AS PART OF INLET r j p�S L NSTALLATIONAND REMOVE ON FINAL STABILIZATION. FW Ij� = C �ptERVP�-�RKI�PNV — --_ a. Revisions ENAPN�P•PN��'��-�� '/' A; � �.��— _ � �-./ I / \�� \ �'yI/ ' � 'A\I\ 111� 11�U1 1. 1 > / ( ( � � , � - _�%��sB3�?�' ��- �,� �'� v \\ � v��; —v � �� _/ � ( \ /-, f\ \/1%�(�'✓ \\ J/1 I)/\il�ll�lllll�lll� / / r \ � N \ � V \ � I I I � / ����� ����Y���� � - � / .. 1 � �ry/ / � i/✓ (/ � 1 1 A � /� /� //�/� �ll 111 �l�j\�l�l//l /// ///// (/ / �l �r Arno cyv \\ �1y� V1 ��A\ /L (✓ \ �� �' \� �� n I 1 A / � 1 \ \ ( / ✓ I I l�l/ /ll/ /�llll i/ II IIIIII (1 \ V\ 4.�.o-,l V\rA�I� r \ / / r ) ( i 1 �/ \VI A�\ co\V ��� v l //r ( / l v 11 ( / //� / I / lull l J I\\I VAvv�ill' \ 1 l \ \VVAVA\\���i i Project No.: 121027 / / I J Date or issnanoo111-2e-2021 g v 1 I> l tv \ 1 N Rroiool �Milestone: Permi�Set .i\\\ ,\ \ \.0 \ \ I �11� 111 ,k%1 �\ _ r\ / ' \ \— ; = ^—J 11 /,� �1!�G/ \� \ s==3\�J SWPPP Phase 1 SWPPP Plan Eo Phase 1 SWPPP Plan ,° 20 a s Horizontal Scale: 1" = 100' C 1 51 Idaho DEQ Draft 2014 305B Integrated Report )I, 957SBOwGO:'. IJo ali.,n C-now, E s � Gne�r 30 w V i w6on., ".. .. -•�• - i5 sy x Cr ko I - - - v SN Overland Rd T r q ��GS PROJECT LOACTION W Abergheny- „ IIN V I\ iS w � a - rn . CrOd6 � - 270tii h � 1 � ,, CDL•Yu�G�EI P8l•�G-i� ® .. _ 1 e March 9, 2017 1:36,112 BURP Locations (CATS) (CAT5) 0 0.45 0.9 1.8 mi Stream 2014 305(b) Lakes (Draft) 2014 3051 Streams (Draft) 0 0.5 1 2 km 1 River Fully Supporting (CAT 1,2) Fully Supporting (CAT 1,2) Sources: Esri, HERE, Del-onne, Intermap, increment P Corp., GEBCO, USGS, FAO, NIPS, NRCAN, GeoBase, IGN, Kadaster NIL,Not Monitored Not Assessed (CAT 3) — Not Assessed (CAT 3) Ordnance Survey, Esri Japan, METI, Esn China (Hong Kong), swisstopo, Mapmylndia, © OpenslreetMap contributors, and the GIS 4th Field HUCS (Idaho) Not Supporting(CAT 4a,4b,4c,5) Not Supporting ( CAT 4a,4b,4c) — (Mercury Impaired CAT 4a,5) — (Mercury Impaired CAT 4a,5) Map Courtesy of IDEO's 305E Integrated Report Copyright ©2017 DEO GIs OFI.. RN TH E as LAND DW GROUP r W cilo CD E CL O O co CO)CD W Q C3 Q CL) IIIIIIIIIIIIII■ cc CD = CD Cz Q O 0 O_ w Revisions 1. Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone; Permit Set SWPPP Waters of the US Cl,52 a NT CONSTRUCTION SPECIFICATIONS 1. STONE SIZE -USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE LAYER. 2. LENGTH -AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. 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 PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE 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 AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING -WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR 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 AFTER EACH RAIN. Stabilized Construction Entrance (BMP 5A) Scale: NTS TOP OF BANK TOP OF BANK BOTTOM OF `r .`.�.W.W.�.%. BOTTOM OF %.`.`.`.`.%. /' .`.`.`.`. CHANNEL .`1`.`.`.`.W%t �.%. CHANNEL >. .��` .1�. W `.%.`.`.�.`.W.// 4 � r CONTINUE ON OPPOSITE SIDE OF CHANNEL Fiber Roll Install (BMP 35) Scale: NTS E-TRIED "11NIMUM N0. 10 GAGE WIRE REQ'D) FILTER FABRIC EXISTING GROUND II COMPACTED NATIVE MATERIAL 41 + 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. e 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN. 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS -SECTIONAL AREA OF 3.0 SQ. IN. POST SIGN NEAR BASIN G-y9Fs' NOTES 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. 10 MIL (MIN.) PLASTIC LINER STORM SEWER GRATE REINFORCED CORNERS NOTES: 1. INSPECT AT FREQUENCY DESCRIBED IN SWPPP DOCUMENTS. REPAIR OR REPLACE AS NEEDED. 2. REMOVE SEDIMENT ACCUMULATIONS WHEN FILTER CAPACITY IS REDUCES BY 50%. Drop Inlet Protection Type I (BMP 31) Scale: NTS SEE WOOD STAKE Fiber Roll (BMP 35) Scale: NTS M 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 MONOFILAMENT 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 M GAUMIN/FT 2852 70 PERMITTIVITY I ASTM D 4491 SEC-' 1 0.90 HI -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 0.51 115 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/M� GAL/MIN/FT Y5907 145 PERMITTIVITY ASTM D 4491 SEC' 2.1 *Note: All Dandy Sacks- can be ordered with our optional oil absorbent pillows Fiber Roll Stake Section (BMP 35) Scale: NITS 'E SURFACE �\ /FAQ �l*�� r� / LAND =GROUP r W CAII 0 E CL O C) co CD W Q CZ am CD cc Q O 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) Scale: NTS Concrete Washout (BMP 13) Scale: NTS Temporary Sediment Basin (BMP 46) Scale: NTS C1.55 7' ACHD SIDEWALK EASEMENT I 25' 9.5' 16.5' — 5' LANDSCAPE STRIP 1.75%±0.25% 2% 5" THICK CONCRETE SIDEWALK J 4-IN OF 3/4" MINUS CRUSHED - PER ACHD SUPP SD-709 AGGREGATE BASE, TYPE 1 STANDARD 3" ROLL CURB AND GUTTER PER ACHD SUPP SD-702 OR STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 CONSTRUCT FULL DEPTH ROADWAY BASE SECTION EXTEND 6" MIN. BEYOND TOP BACK OF CURB Local Road Typical Section Scale: NTS 50' 2% 7' ACHD SIDEWALK EASEMENT rr 25' 16.5' 9.5' LANDSCAPE 5' — STRIP 1.75%±0.25% k-- 2.5-IN ASPHALT, SP-3, 0.50-IN (1/2") MIX PG-58-28 \ 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1 10-IN OF 6" MINUS UNCRUSHED AGGREGATE BASE *NOTE: COMPACTED SUBGRADE WHERE CLAY SUBGRADE IS ENCOUNTERED THE PIT RUN SECTION MUST BE INCREASED TO 14-IN d 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 — STANDARD 3" ROLL CURB AND GUTTER PER ACHD SUPP SD-702 OR STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1 CONSTRUCT FULL DEPTH ROADWAY BASE SECTION EXTEND 6" MIN. BEYOND TOP BACK OF CURB VARIES 6-FT CHAIN LINK FENCE 6-FT VINYL FENCE RIDENBAUGH CANAL SIDE ADJACENT TO LOTS 4. 5' 10, 5' U VARIES 5o 5' VAS 1.75% 1.75% VARIES 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 g r `s Ex ry �9B (tf 10, JOINT TRENCH UTILITY EASEMENT (TYP. BOTH SIDES) 5" THICK CONCRETE SIDEWALK PER ACHD SUPP SD-709 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 N /F—Z �A 005-- trAWE LAND GROUP r W y a E CL O O co y W Q C i Q CL) Cn z O = 00 co CJ w o Revisions 1. 014 ocp�'�SG SAL ENCf� 109 1 qre of oP J9�N DEN 10/2(v/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Details Roadway Typical Sections C2,01 1 STA: 70+32.85, OFF: 48.081 I \ \ TBC:2687.17 \ / I DI / FG: 2686.99 \1 5.10% O \ STA:70+26.83 p OFF:40.86'L u oo / / ^ 00 \ 5.00% o p / \ FG:2686.92 i FG:2686.85 1 STA:70+23.25 OFF: 30.861 92S 2686.63 2686.56 FG: 2686.78 ,15 b STA: 70+32.08, OFF: 33.14'L TBC:2686.95 I / � - STA: 70+30.81, OFF: 30.31'L \° ° TBC:2686.90 Jo opo °Oo° \ o FL:2686.33 STA: 70+19.81, OFF: 19.43'L TBC:2686.65 FL: 2686.26 \ \ 1.56% I \ _W Red Clay y \ FL STA: 70+73.52, OFF: 45.37'L TBC:2687.04 5.13 % FG' 686298 00 y ppp 00 STA: 70+83.79 1 OFF: 37.13'L 00 00 FL:2686.43 6.50% `FG:2686.91 STA: 70+80.02, OFF: 31.05'L TBC:2686.83 Sheet Notes: THEI 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. � � LAND D I 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL �■/ G RN D P 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. �� i 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 I FL-FLOWLINE ELEVATION 1 FL GB-FLOWLINE GRADE BREAK 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. Keynotes: STA: 70+97.81 Q�5 1 OF\ .8611 FG: 2686.53 FG:2686.60 � o o 00 a ° 000 STA: 70+93.16, OFF: 20.2611- 000 TBC:2686.58 FL: 2685.95 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 r W y a _E CL O 0 W Q C'3 Q CL) CD _ CL) z o 0 LLJ o Revisions 1. �ycstONAL E 04 0\ST t� 109 1 sT �o qT f OF \OP f9�N=4 10/240/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone Permit Set Details Intersection Details W. Red Clay Way/S. Border Way & W. Timberwood Drive Scale: 1" = 5' �9B C2,1 0 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 m6wMIGROUP r W y a _E CL = o o W Q Cz Q CL) CD _ CL) z o 0 COD o CJ Revisions 1. �ycstONAL E 04 0\ST t� 109 1 sT �o qT f OF \OP f9�N=4 10/240/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone Permit Set Details Intersection Details C2,11 I I 1! I I I I _J I I i l I I 1 I I I i I i I I i I I i p I i I I I I I R I I I I I M I a I STA:: OFF: 16.501E G I I TBC: 2668.48 II STA: 206+64.51, OFF: 16.50'R STA: 206+60.65, OFF: 16.501E OC TBC: 2668.1 TBC: 2668.52 I 3 1 I 1 STA: 206+58.57, OFF: 16.00'R I Rig TBC:2668.66 I STA: 206+52.06, OFF: 13.941E R15\ 1 - TBC: 2669.08 6 9 a 9 a a a a a a B a B STA: 206+50.02, OFF. 13.909 I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GB: 2668.73 1 TBC: 2669.11 R12 I GB:2668.78 R72, " I iTA: 206+45.11, OFF: 12.00'L TBC: 2669.16 STA: 26+44.52, OFF: 12.03'R / 1 24' BC -BC TBC: 2669.19 \ ✓FG:2669A0 6.86% FG' 2----------- ___ FL:2668.79 FL:2668.75 5.40%---------- ____________ STA:206+37.07 ° \ OFF:21.00'L ^ h o STA: 206+36.26 w OFF:20.64'R 1 oin:206+29.54 FG:2669.48 rn <'6 _ _ 1 FL: 2668.89 O G 2668.78 0 ° / \ OFF:28.50'L \ 9 STA: 45+64.17, OFF: 13.83'R 8 33% yb ° FG: 2669.32 \ FG: 2669.7Y' v GB:2668.95 7.50% TBC: 2670.67 FG: 2669.82 \ p STA: 206+29.22, OFF: 16.99'R FG: 2669.38 STA: 206+28.43 O STA: 44+73.08, OFF: 14.91R - - - - STA: 45+72.74, OFF: 16.42'R 1 75% 9`'s.` GB: 2669.14 I TBC: 2669.28 / „ / \1 7DFF: 28.50R ------TBC-2670.95 p � 4 e p`?. STA: 206+29.73, OFF: 17.591E -- - - -- ------------------ TBC:2669.57 __ r N O o STA: 206+25.97, OFF: 21.331E STA:45+78.74, OFF: 16.42'R TBC:2669.95 TBC: 2670.80 GB: 2670.25 g5a° GB: 2669.60 I STA: 206+24.94, OFF: 21.29'F TBC: 2669.3 STA: 45+57.51, OFF: 11.92'R FL: 2669.71 TBC: 2670.39 1.54°G Gi . oaaa RO FL: '2 GB:2669.97 S Summerson Ave U 46+00- �p L N FL: 2669.97 / ti6 GB: 2670.14 1.38% j STA: 45+57.50, OFF: 12.081E ~ TBC:2670.55 1'85%6- -------------------------------------- w N {- 5 a a to c 2 0 1 r FG:2670.04 ff - - - - - - - 0 1 STA: 205+86.771 OFF: 28.50'L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o \ STA: 205+79.24 _� + a OFF: 21.001E V N---F-CO--- � �FG: 2669.7; c� 11 STA: 205+71 TBC: 2 669.52 I I (5+6495 STA: gx S. Summerson Wav & W Rio De Plata Drive 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 I I I 0 FL:2669.87 N KGB: 2669.85 I FL: STA: 205+90.34, OFF: 21.331E /-TBC: 2670.16 I STA: 205+91.38, OFF: 21.29'R, STA: 205+86.59, OFF: 17.591E TBC: 2669.33 TBC: 266986 TBC: 2669.48 STA: 44+61.11, OFF: 16.43'R 2669.47 N _TBC:2669.26 \ .53% STA: 44+67.11, OFF: 16.431`1 1.87 1.21 % GB: 2669.06 TBC: 2669.50 ~L:2668.90 STA:44+84.24, OFF: 11.93'R S Summerson Ave TBC:2669.41 U m 45+00 N - 1.03% GB: 2669.01 FL: 2668.92 STA: 44+84.23, OFF: 12.09'L 668.89 TBC:2669.43 p53°I° STA: 44+78.43, OFF: 13.99'L TBC: 2669.46 STA: 265+87.09, OFF: 16.99'R/ 1.75% FG: 2669.46 P1 GB:2669.40 TBC:2669.30 9?� �FG:2669.95 FL:2669.24 1 FL:2668.80 FG:2669.37 7.35% FG:2669.32 STA: 205+87.88 OFF:28.50'R 9ae ! o - \ / 6.83%, r / o - STA:205+80.05 FL:2669.15 FL:2668.77 OFF:20.64'R O 5.27% t 24' BC -BC FG: 2669.24 /- - - - - - - - . 20, OFF: 12.001E I STA: 205+71.79, OFF: 12.03'R& R12, GB:2669.09 GB:2668.80 I TBC:2669.21 R12 / I ' STA: 205+66.29, OFF: 13.90'R OFF: 13.941E TBC: 2669.11 I I Rls, I R15' I STA: 205+57.74, OFF: 16.50'R 6.501E TBC: 2668.99 I 1 ' I I I I I y i I iR I "r I a I I I o I I _o � I - - RI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 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: __0 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 m6wMIGROUP r W y a E CL O O W Q C i Q Co CD IQ) cz O O O � 2 C4 CO) CD Revisions 1. %014AL E 04 0\ST N6- 109 1 1p �0 gTfOF0 f9�N=4 10/240/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone Permit Set Details Intersection Details C2,12 a Scale: 1" = 10' �9B 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: __0 _________ ____________ 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: W Evening Sun St — 86+00 _ - - 85+50 W. Evening Sun Street & S. Summerson Way Scale: 1" = 5' STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND GUTTER PER ACHD SUPP SD-702 „%= THE LAND m6wMIGROUP r W y a a CD E CL O O Cp W Q Co i iD _ CL) z 0 0 COD o CJ Revisions 1. �ycstONAL E 04 0\ST t� 109 1 sT �o qT f OF \OP f9�N=4 10/240/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone Permit Set Details Intersection Details C2,13 SAND/GREASE TRAP (ISPWC SD-624) OR SEDIMENT MANHOLE (ISPWC SD-611) 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ 2' RING & FINISH GRADE 2 OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS ISPWC SD-617 AND DRAIN ROCK (TYP) TREES & SHRUBS ARE NOT PERMITTED OBSERE LTION-II ON TOP OF SEEPAGE BED = s ELEV BOTTOM PEE COVER ERF \� 1_0= ELEV BOTOM BAFFLE NOTES " AE P 5 " " a. SEE o 0 0 " o 0 0 . 0 . \% \ Y 00% „ NOTE 11 STD .I \\O\ STD 0% SLOPE ��NATIVE\\/� SLOPE _ 5 3 TT►jI PLAN CONCRETE COLLAR \\/i/\�\\\/ N.T.S. I E �� . 2" WASHED VARIES -SEE 2" WASHED \j\\j \\%\ PLAN SHEETS a ,SOI f\\%\\% \- DRAIN ROCK DRAIN ROCK / \� j% / / O w_ 5' OF 18" SOLID 5. ASTM C33 ASTM C33 WALL PIPE WITH -'?' 1.5-FT ".FILTER SAND ]FILTER �18 ;' SAND; 4" OF J" PIPE BEDDING . .. � .. ...- ... .....,.•.�.., .....>.... , 3-FT m NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN� SG 1 O ' MINIMUM OF 1-FT TOP AND BED NON -PERFORATED ELEVATION ~ .' SIDES ONLY TO PERFORATED PIPE SECTION X B 3 N.T.S. NOTES:1'BMP Ln 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. 6 SECTION CONCRETE COLLAR 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE N.T.S. MAX HSGW ELEVATION 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED x 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS d 4 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 i7 s 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: y 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED 7 --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 SECTION 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. N.T.S. 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 ACHD REVISION 2017 SEEPAGE BED WITH STANDARD DRAWING IDAHO STANDARDS PUB FORIC WORKS GROUNDWATER STANDARD DRAWING ACHD STORMWER DESIGN GUIDELINES OPTIONAL CHAMBERS BMP 20 SHEET 1 OF 3 CONSTRUCTION OBSERVATION WELL SD-627 (ACHD SUPPLEMENT) 1 OF 2 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 12655.77 12654.27 168-FT I8-FT I9-FT 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. LEGEND WELL COVER, 8" CIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER z 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 0 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) O 3/8" CIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER d 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 (D NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK OB POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LEIS/CY O 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: NITS INLET/OUTLET PIPE SEE PLANS FOR PIPE CONFIGURATION SIZES AND REQUIREMENTS (TYP.) 0 0 PLAN LJ AR "MAXIMUM GRADE RINGS. IF GREATER THAN 12" QUIRED USE MANHOLE CONE SECTIONS. : (E) 9" MIN. SH GRADE VARIES TOP: (F) IB) INV.-IN:(A) INV-OUT: (D) 24" SAND AND GREASE TRAP (PER ACHD SD 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 12663.62 12663.52 12663.02 1 2662.77 1 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. BY: DATE: ADA COUNTY HIGHWAY DISTRICT 1111111I OF 0, r� / LAND GROUP rill r W C4 a a CD E CL O O CD W Q Cz i CD c Q O CD S CJ LLJ Revisions 1. �5s',oNAL 04 ENC G\ST Z cn 109 1 sTgr f O\OP�o F J q�N DEN 10/2W/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Details ACHD Drainage Details C2,50 B1 L02 �6.627-SF I l l/ll l°'l / l �• �// l�o � � / � / i // � ie h / / / \� B2 L02 � / / o�• v , S \ \ 5,592-SF / / / l l.p+ / h� � � /� �-,ern � \ , '•e �C J 5'' cc 4'PIRR`�o- / / / N •N STA: 2+52.90, OFF: 49.241 \ i TBC: 2686.39 \ / _ / �� �\ p �4'P/R ��r�i -y r� \ i� No eop v' / N - N m STA: 2+16.47, OFF: 44.32'L _ m 1 1 l a p+p0 // m STA: 0+86.52, OFF: 8.00'L 4'p v �^ TBC: 2686.35 w26�6 r o / \- N �..LL N.. _ _ EDP: 2686.23 STA: 0+67.55, OFF: 8.00'L rn o'p a i m o m RR EDP: 2685.80, / 8 � N m � N "�� � / C � " � � o B2�01 � M � SAWCUT hQ�,w o• � + �� 1 / 3/ / i CV LINE �% ---r -- 1 5 c rxpp Q w 6 Y END CONSTRUCTION w / / STA: 0+67.55, OFF: 8.00'R RP2' 4" 3 / STA: 3+75.80, OFF: 0.00' Cr EDP:2685.80 6 EVC:1+26.02 / / 12„W 17"W \ _ o' STA: 0+86.52, OFF: 8.00'R�� J o0 12"W / 26g1 12"W ( 4+00 6s / / EDP: 2686.23 ti�� \o m cc / STA: 2+18.03 (/ 6g8' 1CC m STA: -CT 1 - 2688STA 0+948, OF6.38'R - - J4 EDP:2686.42 2694 2692 2690 2688 2686 2684 2682 2680 Sheet Notes: TH E 1. 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. 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 26 PT STA: 2+05.29 1 /' / - - 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 3 2688 / / ♦ / < / \ /� - _ y - - �' - _ 2 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC / ♦ / h / o� J a - - g \ 26g8 y, _ - - \ SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH / / / ♦ / �'�' M \ �� a °i - / 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. / � / ♦ � � / m��Q /� � o / ,� h o � � �i' � � w`" co `Q`t' 269 °"°)1 _ � m \ - � � �_ - �J / � 3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED ♦ � / / I \ - �' ^ - - o _ � � 2690- _ t - .g6 � o / INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. UJ O- O--'c--_ N Nvi / ♦ / / / 1 h h \ ^ " _ 2689 N r o m N + / - ADHESIVE MATS ARE NOT ALLOWED. i�`i / / / / ♦ // / / / I \-/i UJ U. \ b-'/ -� �i fL 1 m0 2688-- -o v ��' + Nci m� /- / ♦ \ _ \ I � �V•� � m � N � + m + �i ¢ � / ( \ 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL / ♦ / / \ i + ` - - - m \ HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE -a-2688 _ ~ m / - RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. CD 4 + - - - - - - \ 5. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER STA: 1 +85.13, OFF: 50.3A I \ ¢ / / TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT �� I rI TBC: 2686.45 6a6 a u~i G G G G G G GV G G REPAIRS. ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF -SITE. G (i G r � i6 G G r \ 2 I / i CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAYIIIIIIIIIIIIIIIIIIN / / / \ - / / / / \ / STA: 1 +84.14, OFF: 54.24'R / / STA: 2+08.62, OFF: 66.20'R APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD O TBC: 2686.38 / 7 TBC: 2686.38 - - - - - ` \� \ / ) RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION 6. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN O W Timberwood Drive 0 20' 40' VERTICAL CURB AND GUTTER /A 7. CONSTRUCT TEMPORARY DRAINAGE SWALE 33'Wx40'Lx1.5'D. WITH 4:1 ��/ Q Horizontal Scale: 1" = 20' SIDE SLOPES. BOTTOM ELEV: 2684.88, TO ELEV: 2685.33 2678 N m PVI STA: 0+76.02 PVI ELEV: 2686.61 K: 28.97 LVC: 100.00 STA: 3+75.80 o o m EL: 2688.25 N m N m m PROPOSED GRADE AT CENTERLINE END CONSTRUCTION o + .6 PHASE 1 w w m m > w - - - - - - - - - - - EXISTING GRO ND AT CENTERLI E EXISTING GROU D ELEVATION PROPOSED G ADE ELEVATION A CENTERLINE AT CENTERLINE m� m R� m N m M O_ m T In m � � m N O N m M v m m m O r O W m T N rn N m� o M� O N O O� m O v m W �n O O m O O � O m N O N m ch N m m M R m m u") m u7 m N u") m m u") m m m N m m m O m m ^ m m m ^ m m m ^ m m r• ^ m m m ^ m m m ^ m m m ^ m m r• ^ m m m r m m m m m m m m m m m m m m N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N W. Timberwood Drive: ta. -0+40 - 4+00 HORIZONTAL SCALE: 1" VERTICAL SCALE: 1" _ 20' ' C 8. CONSTRUCT 6-IN VERTICAL CURB (NO GUTTER) PER ISPWC SD-710A i 2694 Curb Legend: _ 2692 STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 z _______ STANDARD 3" ROLL CURB AND O Q O GUTTER PER ACHD SUPP SD-702 Lu Q 2690 Revisions 1. 2688 .:: 2684 2682 2680 2678 M m 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 Signage Keynotes: 1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. Signage Installation Notes: . 0 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. ONAL CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY �gSt E4'C ACHD IS PROHIBITED. 04 ��G1ST Z 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE 109 1 BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. sTgrfOF0O ' J 9�N DEN 1DWe/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Roadway Plan & Profile W Timberwood Drive C3,01 \ \\ V I EVC: 1 +26.02 1 / 8,825-SF -61-W5 _ l \ N , /--- PC STA:1+�7.95 I I \ / sszs-sF 0- 04/J B1 L02 B1 L03 6,825-SF I 6,827-SF U SEE SHEET C2.10 FOR I I v _ - \ I i INTERSECTION DETAILS V I �Sh el 3.0cl 6Rq �\ N .. _ LL mo 2S 3 -_ + _--- -- = a _ _ _ \_ ass e=o - M \ Q � ,� MIfl n r _ _ _ I 3 \ J N \ o �? v' \ /� _ - -� / -----/-- - 1 a` S 74+00 -W Cr -\SSP.2}p529- 70+6 8,,SS ` ) �\ \\ \ � / \ ------ ---------------- 1 \8"SS\ 3 \ 73+00 2682 a ti�� JW Red Clay Wa m o\ m ��\ ? 8 S �71+00 5 SS wn 8 SS m - =2 cr / N N N N ��� N 6'� - $N 7Z+OO Lj - fY 684_ N \ I b - / 3 CV " - ---- - - ------ / - i o 6�9 / 1 5 �2 W g W o 8 W 8-------- - \� - - 3 �co/// \ I ------�- ---- xiwr---------LL / i �+ / co \ -, 0 2 11 / �' Nr 2 / m� i� i B2 L( \� va' \�/ mra- 26a1 i �// �/ i / // 4,829- + oo + m N �i ¢ \ _ �- zinc J �\ mra \ / \\� \ B2L-88� CD 1 82T9-SF i 1 See ` a 3.0 \ \ ~ l N _ r n 1 / / / / I / !/ 26L07 G V N \ I 4.829-SF// /ti 63N B2 L06 B2 L02 \ \ \ I/ / / / 62 L05 I / 4.829 SF/ S Border Way 20' 40' % Horizontal Scale: 1" = 20' 2692 2690 2688 S Border Way: Sta. 70 00 - 74+411 HORIZONTA VERTICALSCALE: SCALE:1" 1" = 20' ' STA 70+3 .99 GAS LINE EASEMENT / �I 1.5U l 2686 STA: 70+03.63 EL: 2686.25 END CONSTRUCTION PHASE 1 2684 2682 2680 2678 2676 2674 V N + N O N n a� m W - - EXISTING GROUND AT PROPOSED GRADE AT PVI STA: 73+96.92 PVI ELEV: 2677.97 K: 20.00 LVC:40.00 2692 2690 2688 2686 Sheet Notes: ��-'� TH E �/��� 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r/ 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. =.. 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 ui INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. y 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 CL O Curb Legend: C4 STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND W Q GUTTER PER ACHD SUPP SD-702 ca CD Signage Keynotes: 1 INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. cc z o 0 � CD 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 GRADE ELEVATION A CENTERLINE ATCENTERLINE 0 0 o m o �,-� o � N Un O mm l,Dn N c i O Ccs CN 6 O O m m O 6 � OD OD OD OD OD m W m W W W m W W W W W W W W n n n oD m m m m m m m m m co m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N �5s,04AL 04 ENC G\ST Z cn 109 1 sTgr f OF J 9�N DEN 10/2W/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Roadway Plan & Profile S Border Way C3,02 �1 S Border W Horizontal Scale: 1" = 20' 2686 2684 EWA M1 2678 2676 2674 2672 2670 2668 O N Op✓ ll- p l�5 O N / N1� / CR Nm ti com u, r �\ I B 06 5)0 SF / / r 0 20' 40' 2686 2684 2682 2680 2678 2676 2674 2672 2670 2668 W c�D 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" _ ' �\ — — — — — — — v — -- - m crs w -- — — — EXISTING GROUNI AT CENTERLINE PR DPOSED GRADE A CENTERLINE M ---- --, Cq SDMH 01 CB 02 0.63% CB 01 SG 01 6 — — — — — — — — — — — — — — — — — — EXISTING GROW ID ELEVATION PROPOSED G ADE ELEVATION L� �� A CENTERLINE 4E V 4S O V M r V V O r V r V LLS � V M O V r r V 0 O V V 4S N O V OD O f0 OD O O O N M O V O LL� 4S O N O N � O O O r m m m O r O r O r O r O r � r � r � � r V r V ^ V r N r N r N r N r M N r M N r M N r 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: ��—'� TH E 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE I�' r/ IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAN D MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICTS ANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. M/ G R o U P 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. r 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. ui 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-IN a VERTICAL CURB AND GUTTER 6. CONSTRUCT SEEPAGE BED NO. 1 10'Wx100'Lx11.5' D SEE SHEET C2.50 FOR CD DETAILS 7. SEEPAGE BED EASEMENT Curb Legend: O STANDARD 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 i Q co Signage Keynotes: --------- 1. INSTALL 30" X 30" STOP SIGN PER MUTCD Fit -1. Q _ �CD Signage Installation Notes: coo)CJ � 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. �5s,04AL ENC G\ST Z 04 109 1 sTgr f OF J 9�N DEN 10/2W/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Roadway Plan & Profile S Border Way C3,03 --- -- - I B1L14 I -- 1 \ \ / I /�\ \�\ \� \\0 7 \\ 7,324-SF 11,1_ 3_ \ - , ( _ _ / /7.z8 17SF B1 L16 \ - \ \ \ - \ \267 \ \ / B1L17✓ B11L18 \ \\ \ \2 r / � 7,245 SF \ \ 6j2 V. 1 8i - \ \ / 7,SS�SF L19 \ \ \ \?679� r\ �84T \\?6) \\ \ ? a, \2678_ \\_ - = _ _ - - - - -_ \ - / \ J EMERGENCY ACCESS ROAD SEE o o 26\ \ '76_ \ \ - - _ - _ _\ _N / \ ) I \ \ I SHEET C3.10 FOR DETAILS o \ op Oo 44, \ \ 00 cl�_ � N\ \ � _ _ _ m\\\\ \\\\\ ��p ) N.. NfO / �co Cl - O c�'c��c� �'r�?6,,, cd 60 co 00 Co -- \ _-------------� -- \ ° ° ° ° °°�s 8"SS \ 8'SS \ \ \ ------------------------ -- 0 --- 8„ - �� 80+00 - \ - W-a -9\0�8"SS- ? \ _ " 8^ty 1 - I _ \\\ 81+00 �, 8"SS - `- / 8 SS 8"SS -�-� STA: 83+04.85, OFF: 16. \ \ \ m \ 82+00 \ ---_ 267 I- \\ I - �_- - \ I - /\PC STA:82+82.26 " TBC:2669.12 - \------- 2673� _ - - \ \ m \ - 8"W PT S\A: 81 +03-82 8"W o \ - \ _ '-------- \ \ \ 8"41t - - _ _ _ _ -- ' --------------- - _ _ , - - -- ---a"w -- \ \\--------------- - - --- --- - ----\--------\-------- C. w �zw \\ �c _ co rn ,i Lim ----- ai - --- \ ` ..,� ~�moo+\-- BCF�FI 6 ( ---\\ \\ \\ \\ / 1\ i \\\ �v~ m� i--- \\\6�267q�� I 13 L07 ) l ?n., �� ) l \ \ - / \ - / - -267 \\ TA: 836961 / 5,000-SF 2 \ \ \ \1 xBS. \ B3L08 \ \ \ I \ I -�_/ I I / /� - \\\ 060Fpr ' \ B3�LOZJ \ \ \ \ \ i I I I - -267)2 26�1/ / 267r, \ r8C G ` / y 6SOq PT TA 5,000-SF \ \ - \sfioo-sF \ ✓ \ 133 L10- / 6,000-SF _ B3 L11 B3 L12 B3 L13 8q+0p OFF. l v - v A6,000-SF s nnn-cr I 8,236 SF / 267,2650, 4__ v S Border Way 20' 40' Horizontal Scale: 1" = 20' 2684 2682 2680 2678 2676 2674 2672 2670 2668 2666 M N 78+80 - 83+00 HORIZONTAL SCALE:1" 20' VERTICAL SCALE: 1" 2684 2682 2680 ui CA CM cm 2678 Sheet Notes: 2684 2682 2680 ui CA CM cm 2678 Sheet Notes: ��-'� TH E 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r/ IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAN D MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. =.. G R 0 U P 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. y 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 W Q APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION i 10. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB &GUTTER TO 6-IN VERTICAL CURB AND GUTTER � Curb Legend: � z cc STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 O Q o O _______ STANDARD 3" ROLL CURB AND y Coll� < � GUTTER PER ACHD SUPP SD-702 - 2676 Signage Keynotes: �0 1. INSTALL 30" X 30" STOP SIGN PER MUTCD Fit -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 O 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 EXISTINGGROUND AT CEN ERLINE / 0.63% PROPOSED GRADE AT CENTERLINE EXISTING GROW D ELEVATION PROPOSED G ADE ELEVATION A CENTERLINE AT CENTERLI E OD LL� N O LL� N W I� V N - CO'] V - - - OD LL� O ^ O O O N O r O In O M^ O O W O N � V O W w �^ N CR V O O M M p M M p O M O M O M O r O O O O O r r r tD O tD O tD O tD � cD O tD � cD � cD U tD U tD O tD O tD O O O tD O O � cD O O O tD U O � cD � cD � 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. Evenini Sun St.: Sta. Revisions 1. �5s',04AL 0,4 ENC 0\ST {41 cn 109 1 lfT�rf OF �OP�o J 9�N DEN 10/2W/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Roadway Plan &Profile S Border Way C3,04 B1 L21 &2674- cy 8,474-SF — N - CJ LL / 13 uLL- ISO `— / / \ coco o � - \ / ST / TB / I � t � I TA 62A-' OFF 266926 I � \\ � � o I \ cMno — — — — — / mops—� NO / �n--2672-- \ \J / ---cow-_---2671---- J1_---N.. --- - .... I - o`T_ / _ — -- ------ �N.._ 2670--2669 N _ _ —/ '_ cR i r + / W (jitiii W Evening Sun St ) Horizontal Scale: 1" = 20' 2680 WW Eveningun St: Sta. Sta. 83+00 - 8 83+00 - 8 +60St: +60 HORIZONTAL SCALE: 1" VERTICAL SCALE: 1" 20' 2678 2676 2674 2672 - 2670 2668 2666 2664 2662 O N �� O � ap N N N N N N N N N EXISTING GROUI ID ELEVATION PROPOSED G13ADE ELEVATION A CENTERLINE AT CENTERLI E O r O V c6 N c6 O OD p p p p p p p p r p r p p p p p p N p N p N p N p N p N p N N N N N N 1 1 1 1 1 1 1 1 1 1 EXISTING dROUND AT CEP - - - - -� - - - PROPOSED GRADE AT CENT RLINE J I 156-LF OF 18-IN PVC AT 0.00% I I I I I I M p p lD (D N N 26677� y Sheet Notes: ��—'� TH E �//�� 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r/ / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAN D MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. =.. G R 0 U P 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. d 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 LU \ INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. y 4. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. a (\ y 5. CONSTRUCT 4-FT WIDE ASPHALT PATH TO ROADWAY. \ a � � 6. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE s 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 0 20' 40' SLOPES. BOTTOM ELEV; 2664.87, TOP ELEV: 2665.87. 8. CONSTRUCT SEEPAGE BED NO 210'Wx153'Lx11' D SEE SHEET C2.50 FOR DETAILS O Ca MIN a) 9 SEEPAGE BED EASEMENT 268o LU 0 Curb Legend: Q � 2678 STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND GUTTER PER ACHD SUPP SD-702 2676 cc z Signage Keynotes: �0 y Q Q c G 1. INSTALL 30" X 30" STOP SIGN PER MUTCD Fit -1. 2674 1 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 SSG 02 2664 2662 cD O O lD p lD O O p lD O O p lD O O (D lD O O p lD O <D p <D O O p lD �6 O cD p lD O O p lD c O O p lD 6 O p N N N N N N N N N N N N N N N N N N N N N 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 �5s,04AL ENC 04 G\ST Z 109 1 sTgr f OF J 9�N DEN 1DWe/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Roadway Plan & Profile W Evening Sun St C3,05 2682 2680 2678 2676 2674 2672 2670 2668 2666 261$4 dg` B{ L02 4,770-SF STA: 45+07 56, OFF: 42.18'R Horizontal Scale: 1" = 20' Sheet Notes: ��—'� TH E 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r/ IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF � � LAN D MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. =.. G R 0 U P 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%. \ X 4 ) CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES \ � WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY i I I T � \ DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM � SLOPES. 7 � Roadway &Drainage Notes: �0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.LLJ 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. r p 3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH D TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED W INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. n ADHESIVE MATS ARE NOT ALLOWED. y 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL a HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE Q° 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 CL VERTICAL CURB AND GUTTER 0 20' 40' 7• CONSTRUCT TEMPORARY DRAINAGE SWALE WITH 4:1 SIDE SLOPES. = O 33'W x 201 x 1.0'D. BOTTOM ELEV: 2667.35, TOP ELEV 2668.35 O COP) MIN Curb Legend: CD E 1 1 1 o h N + O m J \ 2.00% \ N \ o of \ \ y N m J CD W (n N m crs \ w \ \ PROPOSED G ADE AT CENTERLI E 2.00% \ 0.55% \ EXISTINGGROUND AT CEN ERLINE �N, EXISTING GROU D ELEVATION PROPOSED GRADE ELEVATION A CENTERLINE AT CENTERLI E CR O M t0 N N t0 lD V In (7 O O r O (O r 1� N O 1� ^ m O N (D (h N V7 N O m ^ N O 4� �j O (D m p ^ O Q n O M n O O M O N V (D C) Cq O N N O R m O O r CO CO lD lD m lD CO cj (O �j (O (O lD (O lD (O O CO O (O m CO m CO m CO m CO m (O (O m (O N 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 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 De Playa Dr: Sta. 43+80 - 4ONTA9CALE:120' ICAL ' 2682 W 0 STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 � STANDARD 3" ROLL CURB AND -------------- 2680 GUTTER PER ACHD SUPP SD-702 2678 Signage Keynotes: z Q 00 1 INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. � Its) Cc[ 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 N o = 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 $sl; �5s',O14AL ENC 0,4 0\ST {,� 109 1 �T�rf OF J 9�N DEN 10/2W/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Roadway Plan &Profile W Rio De Plata Or r L ' 1J SEE SHEET C2.12 \�\ �\ I B2L14 � FOR INTERSECTION ' \\ 4,369-SF DETAILS I , �v S603 \ 1 \ I 10 ' 1000-GAL. S&G TRAP \ STA: 205+53.26, 20.31'L,\ v � i \ RIM: 2569.38± \ ° N O I\ __ SUMP:2664.34 momo_ - - - - IE IN: 2666.19, 12-IN PVC E I \ IE OUT: 2665.34, 18-IN PVC (SW) _ SO - 120-LF OF \ H H so 18-IN PVC SD - SDI-a6s� SD 66a I 5 205+00 \ 8"SSA I ' Q � i I CB 06 + I \ ' INLET PER ISPWC SD-601 I STA: 205+55.66, 15.89'L 5 \ \ ' RIM: 2669.01± 4 SUMP:2665.21- \ IE IN: 26 . 1, 12-IN PVC (SE) \ ' IE OUT: 2666.21, 12-IN PVC (W) ---- �- --- - Q100=1.69CFS,Q25=1.21CFS_ �-' ----- 6 co m ' - -- CB05--- IIIIIIIIIIILE1N INK AOKI 11111110- J ' STA: 205+57.74, 15.85'R o RIM: 2668.86± So n rn SUMP: 2665.34 / co flo 00 IE OUT: 2666.34, 12-IN PVC (NW) UQ UQ ' Q100=1.45 CFS, Q25 -1.0 4 CFS \ I I 1 I S Summerson Ave Horizontal Scale: 1" = 20' 5,000-SF / 1 Sheet Notes: `\ Or' \ \ \ \ \ \ B3 L23 - - - - 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE %/�'�' I \ \ \ \ \ - 5,000-SF i' IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND j )� \ B3 L24 61 `L � 1 MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. /5,00o-SF \ / NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • `/ GROUP \ \ \ \ B3 L25 / I SG 04 \ B3 L26 \ 5,000-SF \ w / / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 1000-GAL.S&G TRAP \ \ \ 1 / � �� o �� B �5,00o sF \ / � / �- _ / APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO + t I 15 STA: 206+68.76, 20.83'L CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES I c I RIM: 2668.57± \ \ ��� \ - ' / N 9_ 26 DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT \ I I SUMP: 2664.34 \ \ `&,. \ c -on / 6- IE / 669 LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE v IN: 2665.95, 12-IN PVC (SE) - - \ �s�� \ \ o / / mr = =� CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 0 I IE OUT: 2665.10, 18-IN PVC (NE) \ ' �66 \ \ o i "� r o , DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO -\ �66 0 0 \ \ \ \ \ \ / ro / + EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE co m Jo -?66 B \ \ \ \b ` : \ / / - CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR N LL o \ - DIG -LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS m + `mom I PRIOR TO DIGGING. i I 5 �� \ 1 I m CD m o - 9 - o - +, + - -_\ \�- \ - - M p N� 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 3 2 \ SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. SD �" _\- - -n ASS, -1 -coI 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. SD „SS _ _ g^W CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES ------------ \ 8\, S WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY 9�, 6 CB 08 8"SS �\ 208+00 \ 8„ JI - - DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 2 6 I i 9� SS INLET PER ISPWC SD-601 1- `L669 \ _m SLOPES. BREAK: 205+55.56 ErSS 2 2 5 r STA: 206+65.59, 15.62'L O 2 ;2-LF OF 12-IN PVC AT 0.39% 206+00 CC shy RIM: 2668.49± SUMP:2664.97 _ 32-LFOFI2-IN PVC AT v - Roadway & Drainage Notes: # (/� \ - IE IN: 2665.97, 12-IN PVC (SE) V\N Y g BREAK: 206+07.80 BREAK: 206+63.39 IE OUT: 2665.97, 12-IN PVC (NW) --W " \ \ IL 1 1 uo o c \ 2 ee C3, co Q100=1.25 CFS, Q25=0.89 CFS __ ----- - -- - .Cn z o �9 / o I ` 6 6. 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. -- ------------- -------- uur ii - / 2. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH \ 5 TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED �h 668 ` INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. itM \ o - - i co N / ADHESIVE MATS ARE NOT ALLOWED. r \ _ \ \ �N� o' \ \ m N 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. UJ J o o - r? - STA: 206+91.64, OFF: 16.50'R - ' I TBC: 2668.61 �' N° - + o N \ m \ \ ~ \ - - -2663 - 1 / 4. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. y c + CB 07 cl \ \ \ \ ) / / B4 LI 5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB &GUTTER TO 6-IN a m \ \ u~ \ �+ INLET PER ISPWC SD-601 / m \ 1 \ '156 -4s1s VERTICAL CURB AND GUTTER I m m STA: 206+63.39, 15.83'RO RIM: 2668.62± ' \ \ \ ) - B4 L07 � 6. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC \ ( \ \ \ t�SF SUMP: 2665.10 IE OUT: 2666.10, 12-IN PVC (NW) ( \ _ B4 O6 \ ` SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED WHITE DIAGONAL DECALS. NO PAINT. \\ Q100 1.08 CFS, Q25=0.78 CFS ( \ B4 L05 \ asls- F ` t % i \ 1 0 I mp i �IN= B4 L04( a,7sa-SF \ \ 1 1 7. 7.INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVERED/WH ` DIAGONAL NO SIGN THAT STATES, O 0 20' 40' "THIS OITE ADWAY TO BEDECALS. EXTENDED IN TIHE FUTURE". - 8. CONSTRUCT SEEPAGE BED NO. 310'Wx115'Lx11.5' D SEE SHEET C2.50 FOR DETAILS O Co coo cq + + � � mm o 0 of r�'i m C7 + + N m Q � N N CO J " W PROPOSED GRAD AT CENTERLINE - - 2.00% 0.52% 8 / r- s � 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 SG04 SG03 _ _ J _- i EXISTING GROW D ELEVATION PROPOSED GRADE ELEVATION i A CENTERLINE AT CENTERLINE N N N fD O O O O T V O f` W O 47 N V fD N W � W LL� M O LL� 47 V O N fD N M lD V I� V W V Q) LL7 N O LL2 �..� LL7 N lD (h lD V 1� O LL� r t•.) O O O o0 O O O O D7 O O O O O N ch 0 0 (D O O O O 0 O O 0 O O R O O O O V O O O V O O O R O (D O O R O (D O O O O O uS O O O I� Q7 0 O W 0 0 O O> 0 (D O O m O 0 O m 0 0 O m 0 0 O O 0 O O lD O N N O O N N O O N N O O N N O O N N O O N N O N O N O N N O O N N O O N N O N N O O N N O O N N O N N O N N O O N N O O N N O O N N O O N N O N N O O N N O O N N O O N N (D O 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 lOD N cc 204+20 $s 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 z Q O= o o_ LLJ o 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 m 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. SZONAL C ,r{ G\ST {,� 109 1 s o JT9rf OF DENS"'" 10/24/2021 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan &Profile S Summerson Ave C3,07 _ B3 L21 - / I s,oao-sF \ - - - 2671 I B3 L20- 5,000-SF B3 L19 5,800-SF _ B3 L18 I 5,800-SF I B3 L17 5,800-SF 2670- _ rn- m M O + --'�-O \?66 mo l 20_/ 8"SS / `-n66� MiH p - - - - - - 8^(yam 2670 \ -- \ ----- \ \ _ _ r ~ �\ \ _ - 8„SS -_ j Sheet Notes: TH E / 1. 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. . r �R31,5 4 GROUP 33 L16 SG 05 NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. SEE SHEET C2.11 /STA: 12+i&is 20.511E /°/ 4 / � �, i 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN o / FOR INTERSECTION II I '/ RIM: 2666.77± / � - i � APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO SUMP: 2662.25 CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES IE IN: 2663.62, 12-IN PVC (E) DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT DETAILS I IE OUT: 2662.77, 18-IN PVC (S) / i LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE o 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 / LL CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR / m o I m o // DIG -LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS / 4 5 I ' ~� / O i ' PRIOR TO DIGGING. N cD + - - - - - - - - N = - - - N m M r 3. COMPLY WITH ALL NOTES ON SHEET C1.00. N- - - - - - - - - •N N N / / 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST a EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL /--------- ' 65 SD SD / SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 8"W 210+00 I /------- ---- -- - SD+ + ++ - / 8"SS \ ------ --------------------- -- - ------------\ N N Y 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. _ "W 6� I \ 8"SS 5-LF OF 12-IN PVC AT 0.37% O3 `�' 2 / CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 26 -� \ \ ` i m 8„SS B,.SS m 8„SS ! CB 10 / / / -1 211+00 �* ?6 SS WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY of I-- > c� 2 \ INLET PER ISPWC SD-601 �/ - O m 6 / DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM m - 8 r - m_c; _ STA:212+80.25, 15.6TL / BVC: 210+53.10 \ n 199 212+00 31-LF OF 12-IN PVC AT 0.40% - o / / ' ` 1 �\ \ o m - I - - RIM: 2666.42± I \ '-'PVI:212+80. \ SUMP:2662.64 \ W 8„W =VC.115.57 ��o5b 66,•) IE IN:2663.64, 12-IN PVC (E) +5 - J ------ = .61 25=0. S Tv IE OUT: 2663 64, 12 IN PVC (W) o Roadway & Drainage Notes �0 --------------- ---------------- ______ o0 o c cF 01 FS, 0 44 o \ 26y6 - - - w 1 / \I� I / �' " / 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. / � y /\ NN OfN O \ - ----- \ 1 cp cq - - / ` 2666- o + o LL - - - - - - o - o ry N/ / / 2. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH m ~' ov^N o \ \ O - " - - - - - - m m _ yft / / TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED / Q + "' o \ r - - - - - - - ww Lim - - - - - - - - - - - - - - ,� / / - /, _ INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. o ti 3 CB 09 0 2 C� ADHESIVE MATS ARE NOT ALLOWED. r --- m I .� 2668 m N N _ O + N INLET PER ISPWC SD-601 I m C6 + STA: 212+80.20, 15.6TR i 1 16 + 1 ' 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB W B4 L08 / \ \ m I _ I N N I N I RIM: 2666.42± N N / ' 4,61s-sF I I \ m N / / 4. CONSTRUCT SEEPAGE BED NO. 5 8'Wx68'Lx9' D SEE SHEET C2.50 FOR y / _ SUMP: 2662.77 �3 a / 3 \ / / / DETAILS I , B4 L09 \ I \ I N IE OUT: 2663.77, 12-IN PVC (W) m / 2664 \ I I 1 0100=0.59 CFS, 025=0.42 CFS / I / \ \ \ / / ( 5. SEEPAGE BED EASEMENT I i B4 L10 a,616-SF B4L11 -6jo l / r i ' Curb Legend: 4,61 a -SF N N N ccoi c� CD / I v V I v v \ 64 L1 / / / STANDARD 6" VERTICAL CURB AND -2663 asf s-sF \ B4 L13 / / / / GUTTER PER ACHD SUPP SD-701 ' \ \ 4,616-SF I I B4 L14 ,� 26, / 2, L15 4.616-SF / O / >CL ■ i I I 22osa-sF / STANDARD 3" ROLL CURB AND O 0 20' 40' S S u m m e rso n Ave GUTTER PER ACHD SUPP SD-702 O 2680 Horizontal Scale: 1" = 20' S. Summerson Ave: Sta. 209+00 - 13+80 HORIZONTAL VERTICALSCALE: SCALE: 1" 1" _ 20' ' 2678 2676 2674 2672 2670 \ \ \ \ 2668 2666 2664 PVI STA: 211+04.33 PVI ELEV: 2670.83 K: 32.74 LVC:102.47 _ � EXIST NG GROUND AT _ //�✓ -\ AT EXISTING GROAI�DCENTERLIION � �ATFPROPOSED G�EDE ELEVATION O ap ap N Q� m Q� O ,yy O O O lD O O ,y.� - N M O O . O c,y ch T O N V In lD N m :<M O m cd T O O O t- O O O O O O 0 0 O T O m m O O fD r O r O r O^ O^ O r O r O r O r O O O O O O O l0 N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N PVI STA: 212+80.26 PVI ELEV: 2666.24 K: 20.00 LVC:92.22 VF7, \\ - F __ 4 18-IN PVC CROSSING I I I m CJ M O I m n r_: co c6 co c6 oD N N N N N N N N m N ai M M C N � r w c � m rl� C7 u tD V7 N 16 16 N + � -66 w 2.00% STORM DRAIN ,-�__12-I1\1 PVC CROSSING SG 05 m ZZ O N N N N COP) MIN CD 2680 Signage Keynotes: �� W 0 CZ 1. INSTALL 30" X 30" STOP SIGN PER MUTCD Fit -1. Q am 2678 CD ~ 2676 Signage Installation Notes: cc 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 _ Er w Coll APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE - 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 ENO'{,�c� 2666 octQEGST 109 1 sTgrfOF\OaP�o 2664 J9�N DENS°* 10/2W/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set 2662 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 $s Roadway Plan & Profile S Summerson Ave C3,08 Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF p EG: 2683.02 \ \ \ \ \ \ \ \ / 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 \ \ \ \ \ \ EG: 2683.31 �� \ o \ \ \� \ \ \ \ \ / ` APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO \ \ CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES \ 2 SW:2684.95 / x \ \\ \ � �� ��� \�\ \ \ \ 110,00 p p o '` \ \ �� \ - \ \ \ \ \ \ \ J _ DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT `/ �'' ' / LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE \ \ x p EG: 2683.49 J \ /' CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL \ \ ` \ \�\ \ \ \ \� \ \ \ _ 1 i j / DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO SW:2685.29 \ \pQ I \� \ \ \ \ \ = / - - EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR -- - -_ _ ' . i DIG -LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS SW: 2685.49----------------- _ _ ------ -'� PRIOR TO DIGGING. I \ /4 EG:2683.32 \ `� \ �_ �_� -- -------------- MATCH EXISTING \ '4 v� \ _ _ _ _ _ _ _- -- - - - - - _ _ _ , - - / _ / 3. COMPLY WITH ALL NOTES ON SHEET C1.00. SIDEWALK RAMP \ \ EG: 2682.96 - _ - - - - - - - - - - - - - - -- �-� i / / 4. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 22f00 \ LPL - lam F"PI - - _ - / 0 EG: 2671.19 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES EG: 2682.56 ` - - 6"PI / 28k0 / WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY EG: 2681.82 - \ - �i EG: 2672.11 DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 21"SSA f EG:2674.13 / S< SLOPES. SW:2684.97 ±00 \ SS 2T+00 EG:267I10 � 2672 I EG: 2680.92 ,■ �►-gland Roa _ �\ 2 i 5. ABBREVIATION NOTES: 2682 _ EG: 2679.96 1„4C d v v 24+00 - - EG: 2675.09 SW: 2672.84 SW - SIDEWALK WALK ELEVATION EG:2678.95 EG:2677.96 EG:2676.15 26+00 o \ SW:2683.74 25+00 16 2684.46 � I c'6� - � EG EXISTING GROUND ELEVATION AT CENTERLINE -L EG:2677. SW:2673.79 o' / \ \ \ O \ 26j6 \ 6. CONTOUR INTERVALS ARE SHOWN AT 2' AND 10'. I SW: 2676.83 SW: 2675.88 \ SW: 2674.93 C \ r / J _ = 26B2.66 SW: 2679.76 \ _ , _ _ - - Roadway & Drainage Notes: �0 A / SW:2681.85 S SW: 2680.75 �� 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. x / 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC 4„p1 / \ 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 N m.9�� +\ PTSTA:2+05.29C \� v -I�682 - > -- - - \� - --rVVV -------- ------------------ -- - Overland Road Sidewalk Details ° 40' BO' Horizontal Scale: 1" = 40' I EASEMENT I 10 SIDEWALK 8'PLANTER 2" 1.75% I I 5' CONCRETE SIDEWALK (5-IN THICK) ACHD SUP SD-709 EXISTING 6-IN VERTICAL 4-IN OF CRUSHED AGGREGATE CURB & GUTTER FOR BASE, TYPE 1 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: ____E 1 INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1. 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. M." „%-TH E LAND =GROUP r W C4 a a CD CL O O CD W Q CID i CD cc Q O= �C:D C � CD v 1. �5s,04AL 04 ENC G\ST Z cn 109 1 sTgr f OF J 9�N DEN WZ(o/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Roadway Plan & Profile Overland Road Sidewalk Details (j��calSection S -_\ I ?6gq o M 2"W H 3 Emergency Access Detail Scale: NITS 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 LANDSC, 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" 1J1 I I —III III I III J�ITIJJ1 11 I =J� I 1-11 I —I I I1=1 I I COMPACTED SUB GRADE SECTION TOP OF GRASS ROOT MASS 6 MM \ II I I (Y4") ABOVE TOP OF RING. \ II GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS 0,00,00,00,00,00,00 ^ ,�,�,�,�, -0.0-0 ^ ROOT MASS TO FILL GRASSPAVE2 ENLARGEMENT COMPACTED SANDY GRAVEL BASE COURSE Grasspave - Emergency Access Detail & Section Scale: NTS NOTES: 1. REFER TO PLANS FOR EXACT BOLLARD LOCATIONS. Steel Bollards w/ Chain Scale: NITS JULIU T ONTO LARD (LOCK ATTACH ELIDED EYELET 1ALT 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: F#_1 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 0 LAND =GROUP r W W a a 0 _E Q■ O O CD y CD W Q CID 0 CD c Q OE) O co)C.� wo 1. yS10NAL E 0\ST NctL cn 109 1 gTfOF\'D J��N DENS°'" 1D/2(v/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Roadway Plan & Profile Emergancy Access Details C3,1 0 GAS LINE CROSSING CALL WILLIAMS AT 1-855-245-2300 AT LEAST 30 DAYS BEFORE I i ANY EARTH WORK OR WORK IS STARTED WITHIN THE EASEMENT co;_ " II W Aed jay Wa l Y Vim\ 14-FT WIDE GRAVEL \ \ ACCESS ROAD PER CITY OF W\ MERIDIAN DETAIL G-2 75' PIPELINE EASEMENT I I I I I I II I Sewer Line B Horizontal Scale: 1" = 30' T � 9 ash 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 m 0 CM O + J c0 O O N LLfOD N �ow /ram W / y 31 L03 (v 6,625-SF I y O O / / O + J O / O r W N LL � rn o w ' +0 1.0( 4o ¢ m v+o B2 L02✓ I o 5,592-SF 1 /�� ' 4 1 `, t �� 0 30' 60' TO TECT ESewer STA: 17+96.40 GAS LINEEASEMENT � STA:18+73.29 CD CENTERLINEPIPE CENTERLINE PIPE 12" WATER MAIN CROSSING 4" & 27" GAS MAIN CALL WILLIAMS T 1-855-245-2300 USE CAUTION z_ M cG M CV 8-IN WATER LINE CROSSING 176-LF OF 8-IN PVC AT 0.45% CO 1 'T'TYPE CLEAN -OUT PER CITY OF MERIDIAN SO SW1 STA: 17+85.67, 0.00' RIM: 2685.18± SSMH11 IE IN: 2674.68, 8-IN PVC (SW) 48-IN DIA. PER ISPWC SD-501 IE OUT: 2674.68, 8-IN PVC (NE) STA: 19RIM:26, 5.32'R RIM:2686.27+ IE IN: 2673.89, 8-IN PVC (SW) IE OUT: 2673.79, 8-IN PVC (NE) EXISTING GROU D ELEVATION PROPOSED GRADE ELEVATION AT CE TERLINE PIPE AT CENTERLI E PIPE O O V O O r O W V N O O M I� r LLS N O N N N N O N N N O fD N N fD N N fD N N N N N N B 4 : Sta. 7+40 - 20 40 SCALE: SCALE:130' 1" _ ' 2697 2694 2691 2688 2685 2682 2679 2676 2673 2670 2667 2664 2661 T lD 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 Sheet Notes: �� ��—'� TH E 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, r/ / 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. 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 SW3CAII CCD ccIr L r W a O O W Q Q % Q Revisions 1. �5S104AL 0,4 ENC 0\ST {,� cn 109 1 �T�rf OF J 9�N DEN 10/2W/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line B C4,01 T � 9 I mow moo- ------ v¢iocN" _ ----_- 2 250-LF OF g_ E 8 IN PVC AT 1,00% 8"SS - _- ------- _ 8"SS 22+0 170°---------- 2 -------- ------ 23+00 ------------------- - 2 --- -- 24+00 170° ` 8„W -- 2 8"SS 8"SS "SS -----___- „W 2 — 202-LF OF 8-IN PVC AT 1.26% SSMH13 -� 2 SSMH12 o--__-- _- 8„W 2 Border Way 2 2 o ----- ------ 8 W 8"W 1ft N � N+ NO — — _ _ — 62 L02✓ ~J O N ^ v --717 m -- -- --- --- — — — — — — t�� 5,592-SF V O4 ' O N n^ W N v ^ cv + rn rn aD m m- - o °C N m n m °° N c� + N O 4 Q iy �0 i W N (15 V N N + W N N _N r p N C + WN I N _ (O O N+ T p N C + V WM N+ M W M CJ —N W d' N — N Q W B2 L03 4,829-SF I O I o N W- � R ¢ - — N Q lY i ~LL ; B2L04 O v~i no I v�o I �o O yJ4 (&Um 4,829-SF B2 L05 O I O4 I O4 I O4 i O , 4,829-SF B2 L06 I I B2 L12 4,829-SF 62 L07 I B2 L08 I B2 L09 I B2 L10 I B2 L11 5,012-SF Sewer Line B Horizontal Scale: 1" = 30' 2691 2688 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 lD W N �\ Sheet Notes: ►� " THE �%... \ 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, __• I//WE 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 g`SS BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND 9- UTILITIES. 6>. c-. 6 N k Keynotes: 6 y 6 rn 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO.2 ON SHEET C1.00 Cr W N� \ a ` C 2. POTABLE NON SERVICE CROSSING SEE SEWER NOTE NO. 3 ON SHEET F Q LL / -POTABLE - 3 a \ u o \ LO4 C1.00 NO\ O 5,000-SF 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SO SW1 AND SW2 4 B3 L03 ` AND MARK PER SD SW3 5,000-SF B3 L02 \ ` 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 5,012-SF \ \ ` 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE \ \ , CONNECTION 0 30' 60' 2691 2688 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 N 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 Sewer Line B: Sta.19 80 - 26+40 HORIZONTA VERTICAL SCALE: 1" CALE: 1" _ 30, ' r W y a a CD E C. 0 CD W Q Cm i CD _ 0 cc Q QC:D W v LLJ Q Revisions 1. �5S104AL 04 ENC G\ST Z cn 109 1 sTgr f OF J 9�N DEN 10/2W/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line B T � 9 / B1 _12 I I II iII do° - `� of u� 8,487-SF 7 O SF I I Bl L18 [S ��`oo° I I B1 L13 I 61 L17 SEE SHEIET C4.05 / ao J 7,370-SF B1 L14 I 61 L15 B1 L16 I 7,571-SF I Oq D + o ro I0,73243F I 7,283-SF 7246-SF oo oo M u, f N LL O 4 ° O �C O N ~ N If N O 4 O O O M W N + (p I N LL 0 LL") J N + o J� p N oui + J^ _E'_ cM+i I + JO + cc;(O cN'' M + JO + J[n I LLccoo N S! H W I ° E° on --� vMi + J V O O I + N N(MO Q _— Cn O_ LLN iiN -cciiN I ° Ow 26 _ -- _ — — — — no_ _--- — — 1 o o°o ° '90° � "SS2 171°--___--- — ---------- —°o�� 31+00 ,SSMH2O 2 \� ---- ---- - ----- 8"SS 113-LF OF 8-IN PVC AT 1.96% 2 -- — ------------------------- 2 -------------------202-LF -- OF 8-IN PVC AT 5.00% 8^SSI 53 LF 0 F 8-IN PVC _ 1 SSMH14 8"S 174° --- — 141-LF -----175° 9+00 8"SS — SSMH17 AT 0.40% 2i° 2 _ OF 8-IN PVC AT 4.22% 8"SS 2 _ 8"SS 8"S5 — 2 — 2 j1W ---- _, o� SSMH15 2 — — —� SSMH16 S Border Way B„W -------- ------------------- cp 8"W 8"W ------- 8„W 8"W ¢�c� Ci' wco �r,� _—^`o — --—�o����-_L_�L — _--- o� N 0 vN — _ N� �t • n� �— --- --- --- 0: �p J — — — — — — — — — — — — — — — — — — C J CP / `p••�� co N VO N i- W OC�j OO OO M O O M �N - N+ W V EYG N+ oMD l00 CNO COO (O Ci O N N+ 4 c='�� o0 oou - oo n 6i- r O Ly ' �[wi Nv wr�N N+v'�i I!+v c"+�: N V rLL I O <. SSMH21 B3L03 W 4 <no I� -N�ar� u.iN `-"N� "-'Nv �LL I �'O 4 E O I I �LL I aim ¢7i rQ-LL I [no q I S i 5,000-SF CO,) F`L04 O O I vo o ow I v'-i o I m o I O I O Ll:i 83.L141 / W000-sF B3 L05 O I O4 I O4 I O B3 L12 3,236-sF 5,441-sf'� 5,000-SF B3 L06 g3 L07 B3 L11 6,000-SF ' 5,000-SF I B3 L08 I B3 L09 I B3 L10 I 6,000-SF of I I 5,000-SF 5,000-SF 6,000-SF 6,000-SF ]% Sewer Line B Horizontal Scale: 1" = 30' 2676 2673 2670 as 2664 2661 2658 2655 2652 2649 2646 2643 2640 O N 267 6 2673 2670 �n�i FAE L20 82-SF �/ 1 v� LL� B1 L21 ow i 8,474-SF O I I 2667 12'. W AT ER MAIN CROSSING O 2664 2661 2658 2655 2652 2649 PVC AT 0.40% 2646 C SD-503 P N VC (E) PVC (S) 2640 O cOD 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 ewer Line B (1): Sta. 26+10 - 31 +80 EXISTING GROUND CENTERLINE PI AT E HORIZONTAL SCALE: 1" 30' VERTICAL CALF WATER SERVICE PROPOSED GRADE AT CROSSING WATER SERVICE CENTE ILINE PIPE CROSSING 2 12" WATER MAIN O WATER SERVICE CROSSING CROSSING O1 113-LF OF 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 r47 IE OUT: 2664.63, 8-IN PVC (NE) 48-IN DIA. PER ISPWC SD-501 �FOF STA: 27+48.36, 0.00' 87Np� CAr422p RIM: 2671.61 ± 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: 2p?�FC�g.7Np 1E 2656.28, 8-IN PVC (N) �Cq/' O00 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' STA: 31 +45.44, 0.0( RIM: 2669.40+ RIM: 2669.08± IE IN: 2646.48, 8-IN ON O ONN Or NrT OCD Sheet Notes: 9` �• �e'm —TH E ��i.� 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, r/ / 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. O B1 L22 8,193-SF 0 30' 60' 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 SD SW3 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3 r W W a a CD C. 0 CD W Q Cm i C2 CD _CD cc Q OO C4 CIE)LLJ � Revisions 1. �5S104AL 04 ENC G\ST Z cn 109 1 sTgr f OF J 9�N DEN 10/2W/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permtl Set Sanitary Sewer Sewer Line B rr , L UTJ 00, Q 9 �o� y o /z' B1 L20 rn 8,882-SF ri v LLB/ Q LL N N O — )SS H2O m cn N + n � N B1 L19 \ 8,487-SF O \ Q \ Sewer Line B Horizontal Scale: 1" = 30' T � 9 1 I ' I 6 B1 L25 I B1 L23 B1 L24 8,156-SF e,lszs131 I Bl L22 8,195-SF 8,193-SF 8,207-SF I 4 I I I OD I v 14-FT WIDE GRAVEL ACCESS ROAD B1 L21 1 N I I + J �, + II MM� PER CITY OF MERIDIAN DETAIL G-2 8,474-SF 1 +gym + v ch o�� M �i M cmo , ¢ LL N LL O L: i LL LLw y O _ — EL H LL O w _ — u� O O w — — — — — — — — — — — — — — — — — — — +JN _ -- — — — —— — — — — — — — — — — _ 37+ 0 W 12"N 35+00" I ,-'_------- 12"W-- 2 34+00 —--------------------- SSMH22 2 2 _ 2 — 33+00 2 "D — — I 8-'SS 8"SS I 8 S F ° 212-LF OF 8-IN PVC AT 0,40% '08° \ x 136 SSMH21------------ o o - ------ QD ------------------- - -- 8 SS 167-LF OF 8-IN PVC AT 0.40% 23.4 7� W Evening Sun St --------- — — / bpi SO SO SO �J�P �LIZ__ —x-----------_ - � PIaR 153 L14 y y y + y 5,A41-SF, y y N V A �^ I I ` y d c ►' \ \ �7 \\ \ � o \ 3 B3 L15 O �� \ d N \ \ ` a 6,051-SF \\ \ \\ \ \ A < L \ %,B3 L13 \ i / cli1 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 O N Sewer Lin 2 : Sta. 121 +80 - 37 13.3628 HORIZONTAL VERTICAL SUALE. SCAL - 1" P 30, STORM DRAIN PIPE v i ��EE SNEET C� \ y \ \� B4 L- 22,058 12-IN PVC CROSSING I ROPOSED GRADE AT ENTERLINE PIPE 8" WATER MAIN CROSSING I I I I I I I I I S EPAGE BED SEER ADWAY I I I I I I I I L----- - - - ---- ---- - - - - ----� -it 2-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) I 167-LF OF 8-IN PVC AT 0.40% � y y y y y y \ y d y d d y 6 y � v CO 2 "TTYPE 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) Sheet Notes: "k` '71 tee —'%THE �/�5� 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, r/WE 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. 0 30' 60' 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 lD 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 GI ADE ELEVATION AT CEIN TERLINE PIPE AT CENTERI-11 E PIPE W L[NJ O N (NO C O N O Ch W^ V V M Ch N O co ^ c6 c6 c6 W r r r r r ' ' ' f0 "6 Ln In 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 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 SD SW3 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE CONNECTION r W W a a CD E C. 0 CD W Q Cm i CD cc Q QC:D Er /� _ C4 CIE)CD Revisions 1. �5S1oNAL Q 04 G\ST Z cn 109 1 sTgr f OF J 9�N DEN WWO/W2_1 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permtl Set Sanitary Sewer Sewer Line B L T � 9 Sewer Line B1 Horizontal Scale: 1" = 30' 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 xp 3 136. SSMH21 \ kSs �SO SEE SHEET 4C�4.03 ( B3 L13 )I STA: 30+67.38 08,236-SF OFF: 42.96', R IE:2665.0 ( -� SEE SHEET C4.03 ( STA: 30+11.31 B3 L12 OFF: 43.16', R O 6,000-SF II IE:2665.3 ( 0 30' 60' Sewer Line 113 1: Sta. 39 60 - 43+50 HORIZONTAL SCALE: 1" 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 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 Sheet Notes: "Ill ��—'� TH E 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, r/ / 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. 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 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.am CD CD CD r W y a W Q i Q CL) Revisions 1. �5S1o14AL 0,4 ENC O\ST {,� cn 109 1 �T�rf OF J 9�N DEN 10/2W/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line 131 SD --_ WIDE1URAV CCESS / ROXYPER\bye ERIDIAN- SD »3 / ,\\SD 108-LF o�c�ti o'J2cZ SSMH64' 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 2652 / y �. 0 / (D 27r4. 0 4'Pp I Sewer Line C Horizontal Scale: 1" = 30' Sewer Line C: Sta. 54 30 - 61 +2 HORIZONTAL VERTICALSCALE: SCALE: 1" 1" _ 30' ' rr STORM DRAIN STORM DRAIN 12-IN PVC CROSSING 12-IN PVC CROSSING 711 WATER MAIN WATER SERVICE CROSSING O ROSSING I 2 III 108-LF OF 8-)N PVC AT 1.22% SSMH64 48-IN DIA. PER ISPWC SD-501 STA: 54+57.38, 0.00'R RIM:2669.52± IE IN: 2660.89, 8-IN PVC (SW) IE OUT: 2660.79, 8-IN PVC (NE)I P NS FOR DETAILS SSMH65 48-IN DIA. PER ISPWC SD-501 STA: 55+65.56, 0.001 RIM:2669.73± IE IN: 2659.47, 8-IN PVC (SW) IE IN: 2659.47, 8-IN PVC (SE) IE OUT: 2659.37, 8-IN PVC (NE B3 L27 500-SF B3 L26 5,000-SF B3 L25 3 5,000-SF � B3 L24B3 B3 L23 B3 L22 B3 L21 B3 L20 L19 � O c�i I O s,000-sF 5,000-SF 5,000-SF 5,000-SF 5,000-SF S,soo-sF +J- 'N- I � I I I n n %1 n 4 PROPOSED Gf�ADE AT CENTERLINE PE — — — — T — — — — —I— — — -1 � I WATER SERVICE CROSSING WATER BOSSING RVICEO O I I I 229-LF OF 8-IN PVC AT 0.45% I SEEPA E BED SEE ROAD AY J PLANS FOR DETAILS I B3 L17 Sheet Notes: `` �i��G %-- THE ' e,800-SF 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, �� . EAE D CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO 1 O CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT _ G R 0 U P a, MATCH PLANS. + J 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN N APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT o �N, LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO s= = BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 270�fOf8: B,W . ---- ---- _ Keynotes: _ — 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO.2 ON SHEET C1.00 rn rr 0 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET C1.00 N } w fl 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SO SW1 AND SW2 o ~ AND MARK PER SO SW3 OI = 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN N B4 L14 SO SW3 I W 4,616-SF 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE CA 4, CONNECTION 0 30' 60' r WATER SERVICE�,� GROUND AT O WATER SERVICE O WATER SERVICE CROSSING U NE PIPE CROSSING 232-LF OF 8-IN PVC AT 0.45% SSMH66 48-IN DIA. PER ISPWC SD-501 STA: 57+94.30, 0.00' RIM: 2669.33± SSMH67 IE IN: 2658.34, 8-IN PVC (SW) 48-IN DIA. PER ISPWC SD-501 STA: 60+26.11, 0.00' IE OUT: 2658.24, 8-IN PVC (N) RIM: 2670.51 ± IE IN: 2657.20, 8-IN PVC (S) IE OUT: 2657.10, BAN PVC (N) 2685 2682 2679 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 m m N $0 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 W y a a CD C. 0 CD W Q Cm i CD _ 0 I_ cc Q OO COD� CD Revisions 1. �5S1oNAL 04 ENC G\ST Z cn 109 1 sTgr f OF J ASDN DEN WWO/W2_1 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line C T � 8 �1 I B3 L18 5,800-SF O + J N O ap N ~n O W _F OF VC A> N+ w � a 4 n Sewer Line C Horizontal Scale: 1"_ 30' 2676 2673 2670 2667 2664 2661 2658 2655 2652 2649 2646 2643 2640 co 0 N 11 B3 L15 1 6,051-SF Sewer Line C (3): Sta. 1 +20 - 63 30 HORIZONTAL VERTICALSCALE: SCALE:1" 1" = 30' ' tiI l IN I + J rn M M 00 LL �ow I O '� B1 L24 I 6,195-SF I I I I I I 1 I I I I 22 I to i 1+Jc, N EL N mow OB1 L25 I 8,156-SF I rn ! v + J O 0 30' 60' 2676 2688 2673 2685 2670 2682 2667 2679 2664 2676 2661 2673 2658 2670 2655 2667 2652 2664 2649 2661 2646 2658 2643 2655 2640 m N 2652 61+20 61+50 61+80 62+10 62+40 62+70 63+00 63+30 Man is SHEET ©1■ 0707 I' 1 1 11 0 1 f'Sewer Line D ���I, Horizontal Scale: 1" = 30' Sheet Notes: "Ill '71 tee—'% TH E �/�5� 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, r/WE 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: ��r SSMH59— 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 0 30' 60' 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 HORIZONTA SCALE:1" VERTICAL 30' r W W a a CD C. 0 CD W Q Cm i CD _ 0 cc Q QC:D W v LLJ CD Revisions A 1. �5S104AL o{ ENC G\ST Z cn 109 1 sTgr f OF J 9�N DEN WWO/W2_1 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Sanitary Sewer Sewer Line C & D C4,07 / W2 < - 21" S W2 26-LF 8-II 14 REMOVE EXISTING BLOW -OFF \ W2 J( CONNECT TO EXISTING \ ( 12-IN C900. INSTALL 11.25-DEG ELBOW �'r ( AND THRUST BLOCK PER ISPWC SD-403 W2 � � i W2 INSTALL 12-IN 22.5° ELBOW BLOCK PER ISPWC SD-403 INSTALL 12-IN 22.5o ELBOW W/THRUST BLOCK PER ISPWC SD-403 12-IN �141-LF 8-IN t,yuu > C V INSTALL 12 IN INSTALL 22.5' ELBOW 38 LF 12-IN C900 BLOW -OFF W RUST BLOCK \ ASSEMBLY PER ISPWC A !y PER CITY OF SD-403 MERIDIAN DETAIL W13 >\ City of Meridian Water Notes: `� tee_„ E SHEET C 5.02 _adoho.� 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 THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE . / W2 i � ,� NO. 1. GROUP 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF W2 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 \ 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'k6'k8" 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: 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 Keynotes: r r HW1 POTABLE WATER MAIN CROSSING - SEE WATER NOTE NO.2 ON THIS SHEET. \ \ I W2 POTABLE / NON -POTABLE WATER SERVICE CROSSING - SEE WATER NOTE NO. 3 ON / W2 \ '\ 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 1-8"x6"x8" TEE (MJxFLGxMJ) 811 PRIOR TO CONSTRUCTION. \�\ s 1-6" GATE VALVE \ 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\\UST BLOCK PER ISPWC SD-403 \ \ \ r/ \ \ ' CD W Q ,A\ \ W5CZ am /' / Legend: Q co 8" WATER MAIN (OR AS NOTED) � \ O / O• 2" BLOW -OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 ll/ • GATE VALVE � W2 \ \\ i v� } FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 W2 3/4" WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 O = p p i 1-8"x6"x8" TEE (MJxFLGxMJ)LU W2 V 1-6" GATE VALVE RQA� / INSTALL 8" CROSS �� / 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 Coll p INSTALL 9 L.F. 6" WATER MAIN W/THRUST BLOCK PER ISPWC SD-403 / W2 � \ \ 4-8-IN GATE VALVES 1-6" FIRE HYDRANT 8"W \ W/THRUST BLOCK PER ISPWC / 32-LF 8-IN C900 W2 \ SD-403 / / \\ / / / 1-8'k6'k8" TEE (MJxFLGxMJ) e W EXISTING WATER MAIN \ \ \ pQNPP \ ° ° \ 1-6" GATE VALVE p® EXISTING BLOW -OFF ASSEMBLY INSTALL 8.5 L.F. 6" WATER MAIN \ \ / / /' g0 ,'' SS � ! ( , W1 1-6" FIRE HYDRANT ® EXISTING GATE VALVE INSTALL 12"x8" TEE W/THRUST BLOCK PER ISPWC 1-1 2-IN GATE VALVE SD-403 2-8-IN GATE VALVES \ }� / / / / SO S�� �h \ . EXISTING FIRE HYDRANT W/THRUST BLOCK PER ISPWC SD-403 JO pL� '� Op, / / / W2 \ "'� boo \ B°ss SEWER MAIN (SIZE NOTED) �\ 1-12"x6"x12" TEE (MJxFLGxMJ) PIRR PRESSURE IRRIGATION (SIZE NOTED) yA 99 1-6" GATE VALVE k \ INSTALL 9 L.F. 6" WATER MAIN / \ SSO� 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 Horizontal Scale: 1" = 40' \ ASSEMBLY PER CITY OF \ \ \ MERIDIAN DETAIL W13 \ \ INSTALL BLOW -OFF ASSEMBLY PER \0 CITY OF MERIDIAN DETAIL W13 O �� OA a �d 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 he 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 Revisions 1. �5s,04AL ENC 04 0\ST {� cn 109 1 sTgr f O\OP�o F J 9�N DEN 10/2W/2D21 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permd Sal Water Plan Potable Water Plan C5,01 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� / Water Plan -Potable Water Plan Horizontal Scale: 1" = 40' \ Y \ \ 45' 12-IN ELBOW \ \ \ W/THRUST BLOCK PER ISPWC SD-403 45' 12-IN ELBOW / W/THRUST BLOCK 9 PER ISPWC SD-403 Fq \ / 0 55-LF 12-IN C900 � � � \ W2 , \ W2 \ / 1-12"6"x12" TEE (MJxFLGxMJ) W2 1-6" GATE VALVEOg0 \ \ INSTALL 8.5 L.F. 6" WATER MAIN O 0 1-6" FIRE HYDRANT W/THRUST BLOCK PER ISPWC SD-403 ' \ s \ rc, \ W2 /\ INSTALL 1-12" (FLG) TEE \\ p ` / 1-12" GATE VALVE (FLG X MJ) / 1-12" ADAPTER (FLG X MJ) \ \ INSTALL 8.5 L.F. 6" WATER MAIN \ O v V / 1-6" FIRE HYDRANT / 1-12"X8" REDUCER (FLG) P \ \ W/THRUST BLOCK PER ISPWC SD-403 1-8" GATE VALVE (FLG X MJ) W/THRUST BLOCK PER ISPWC SD-403 \ V INSTALL 1-12"x8"x8"X12" (FLGxMJ) CROSS o �� 1-12" GATE VALVE (FLxMJ) 1-8" GATE VALVE (FLxMJ) 1-8'k6" REDUCER / 1-6" GATE VALVE W/THRUST BLOCK PER ISPWC SD-403 W2 W2 / i W1 8s 95 44 v W2 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 DETAIL W13 ��•�jJ',, / > /`*P \ U 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: 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 0 40' 80, 81v EXISTING WATER MAIN O• EXISTING BLOW -OFF ASSEMBLY • EXISTING GATE VALVE b EXISTING FIRE HYDRANT B°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 he 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 �� OFA� �S �l*�� r�'100 LAND =GROUP r W W a O 11111111111� O 0 W Q C'3 i Q Co CD c Q OC) = co� � Revisions 1. �5s,04AL ENC 04 G\ST Z 109 1 sTgr f O\OP�o F J 9�N DEN 10/2W/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Sal Water Plan Potable Water Plan C5,02 � c � 22.5- ELBOW N / W/THRUST BLOCK oEP- 6-IN CROSS - 4-61N GATE VALVES _ - INSTALL 6-INx4-IN REDUCER O D/ ° ha W/THRUST BLOCKS \ / S I 45° ELBOW / I I W(THRUST BLOCK / I I I 8-LF 6-IN PI P3AY- I PRESSURE IRRIGATION ° RISER SEE SHEET C6.10 FOR DETAILS 90° & 22.5° ELBOW I I , W/THRUST BLOCK \� 6-IN GATE VALVE \ I L f y /vp/ // WITH CAPPi \ - r GATE I VALVE 4-IN i / I — - 4-IN GATE J VALVE � St /> I 4-IN TEE 2 / 3-41N GATE VALVES W/THRUST BLOCK o_ r— /0� / �� r �4��- / PRESSURE IRRIGATION jr c_ / / 86. / RISER SEE SHEET C6.10 FOR DETAILS / r / �1 /4-IN TEE PRESSURE IRRIGATION / / N 1-41N GATE VALVE / i / RISER SEE SHEET ' J W/THRUST BLOCK // a0 C6.10 FOR DETAILS } PRESSURE IRRIGATION RISER SEE SHEET JO I 06.10 FOR DETAILS $' P2 / h � � 4-IN GATE/ !p4/Np/ 4-IN GATE / ' ��/� VAL � P1 VALVE 4-IN TEE2-41N GATE VALVES W/THRUST BLOCK / PRESSURE IRRIGATION // �Q� 4-IN GATE V V / RISER SEE SHEET C6.10 FOR DETAILS \`L P2 C a / 4-IN GATE VALVE 4-TEE /0-SYF 4-4-IN GATE 4-IN GATE IN TEE P3 P2 t / \ / i SS P1 3-41N GATE VALVES � V � \� �✓ W/T� STBLOCK /� V /// �' // V �Q VALVE �Q� VALVE P2 v 4-IN GATE 4-IN GATE VALVE PRESSURE IRRIGATION / VALVE 4-IN TEE RISER SEE SHEET C6.10 FOR DETAILS 60-LF 4-IN PI / e9 P2 . \ \ \ Pi to � \ 4-IN GATE VALVE < ,�6°fit• \ \ ` �A' / P2 Q. G 4-IN TEE 3-41N GATE VALVES \ \ 4-IN GATE VALVE P1 W/THRUST BLOCK \ \ G \ \ G \ 4-IN TEE 2-41N GATE VALVES \ \ W/THRUST BLOCK \ G \ P2 4-IN GATE \ G \ VALVE Pressure Irrigation -Pressure Irrigation Horizontal Scale: 1" = 80' Pressure Irrinatien Notes- _ `` ''_- ��%- TH E 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -OF -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF _=- 1r/ ., LAN D TWO -AND ONE-HALF FEET AND PIPE SLEEVE WITH AN AWWADEPARTMENT = LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL PUBLIC E AND A G R 0 U P CROSSINGS PRIOR TO BACKFILLING. .-I 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 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. r THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DIED) AND THE CITY OF MERIDIAN WATER DEPARTMENT. UJ 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS y 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 O N.M.I.D. 10.2. SYSTEM IS CONNECTED TO CITY OF MERIDIAN POTABLE WATER SYSTEM FOR SOURCE. O SECONDARY MIN CO)a) Sheet Notes: fm 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL Cm EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO Q EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. SEE SHEET 06.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. Keynotes: # is Q P1 POTABLE WATER MAIN CROSSING - SEE NOTE NO. 3 ON THIS SHEET. O Er O C4 CJ w 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 Revisions APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO 1 CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. P4 INSTALL PRESSURE IRRIGATION RISER CONNECT TO EXISTING 6-IN PI. SEE SHEET C6.01 FOR DETAILS �5s,04AL ENC G\ST Z 04 cn 109 1 sTgr f O\OP�o F J 9�N DEN 1DWe/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set 0 80, 160' Pressure Irrigation Pressure Irrigation C6,01 6-IN 11/L5° BEND v BORE UNDER EXISTING CANAL. 00 _ INSTALL` -IN DR9 HOPE PIPE 22.5' ELBOW — W/THRUST BLOCK 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 Pressure Irrigation Horizontal Scale: 1" = 80' 0 VAR %h Ca� IGATE VALVE W\ \ \ WITT H CAP \ R Y° 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 06.O1 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. Keynotes: # P1 POTABLE WATER MAIN CROSSING - SEE NOTE NO. 3 ON THIS SHEET. P2 C9O0 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' / iet rWE LAND =GROUP r W y a a 0 E CL O O CD W Q CID i CD I� cc Q O= C)C:D C � � � Revisions 1. �5s,04AL 04 ENC G\ST Z cn 109 1 sTgr f O\OP�o F J 9�N DEN 1DWe/2021 Project No.: 121027 Date of Issuance: 10.25-2021 Project Milestone: Permit Set Pressure Irrigation Pressure Irrigation C6.02 NAMPA & MERIDIAN IRRIGATION DISTRICT DOMESTIC WATER METER BOX COVER 013UTERATE AIR RELEASE VALVE WORDS 'WATER METER' 1 1/2. 200 PSI RATED FORD N. K43 CAST IRON FOR EQUIVELENT WITH 13 1/2" LOCKING LIDS / 20• PVC MIN 1 GU. M. DRAIN ROCK 10 ` BOTTOM OF VALVE IX FOR \/ / FOR SUPPORT AIR RELEASE --NTS-- NAMOA & MERIDIAN IRRIGATION DISTRICT I DOMESTIC WATER METER BOX COVER OBUTERATE i WORDS "WATER METER" FORD Nv. X43 CAST IRON WITH 13 1/2" LOCKING LOS 20• PVC \/1/2 1" ACURB STOP \ LVUCH S66 FOROBIEI SW �\ c p�3o d-Dpci--Op e c 0 �cg\/l �o p p o�\/\ IN 7 CU. YD. DRAIN ROCK BOTTOM OF VALVE PI 'BRASS 2PE \\\/�\I o>° �o � \\// FOR SUPPORT >p I DRAIN VALVE --NTS-- i I i I I I MSPA MERUAN IRRIGATION DISTRICT 0 }- SOq 21" PVC NSA E%IFlO 10• AIROVE (XIOUND - - - 0 }- " ,• . 6' CQJRA SLOG( (DR EOWA) Q , . B'i- SWRE YNINUM wi-i - � e' . Tf' ewss ravRE 6 - © 6' . �i" 20p PS POLY 19- 'BP,£ GN,IRp OO Hi" BRAE clan STOP QB ROCN CNPB 9Q }' fF]VlF ACD. } ® LOGTCq WI£ i 3' — PLUG 2XD ® IAY40A STFII T POST S Bl I RDNC SIDE SANCE "MODIFIED" TYPE A RISER SHORT SIDE SERVICE --NTS-- SINGLE FAMILY RESIDENT -- - - ----- ----- ._____ NAMP__A_ MERJDIAN 'IRRIGATION DISTRICT 4 6F .c r =1�- S IT 4 5 V \iv"46-'Sl 6 7 8 9 10 11IROUGH LINE CONNECTION, TEE THROUGH LIIJE CONNECTION, CROSS USED AS TEE CHANGE IN LINE SIZE Wlll-1 REDUCER DIRECTION CHANGE, CROSS USED AS ELBOW DIRECI"ION CHANGE 90" ELDOW DIRECTION CHANGE, TEE. USED. AS ELBOW DIRECTION CHANGE THROUGH LINE CONNECTION, WYE VERTICAL DIRECTION CHANGE, REND ANCHOR, SEE NOTE BELOW VALVE ANCHOR, SEE NOTE BELOW E: IF THRUST, DUE TO HIGH PRESSURE, ARC EXPLcTM..ANCHOR VALVES AS SHOWN IN DETAIL #10, A7 VERTICAL BENDS, ANCHOR TO RESIST OUTWARD THRUSTS. 1 2 1 NAMPA & MERIDIAN IRRIGATION DISTRICT GRAVEL SURFACE I PAVED SURFACE 5 B" MINUS GRAVEL AC PAVEMENTS CUSS / AND PLACE IN ACCORI 2 MIN. DEPTII APWA SEC. 34. AS RE CONIROLLINC AGENC. NAIIVE MATERIAL AS CALLED FOR IN NIE SEECIMCANONS CUMPACICD NEAT IU 953 IN ACCORDANCE WII11 CGS- ASTM D 6RB. \ To \T\ ftEPU ITT 71r1 ..._I: �J1� I� ,.. ! UNDISTURF ]B" I.IIH. WIIIIIH / _ 6 B" MINU5 GI,AVEL COMPAC ED COUNIV STREET R.O.W. p..�. f% f / 1 �j % 1 1 95z IN ACMRu410E WIIII I �, : -I A91M D BBB T;L TT B- IT e" MAX ` MAz _IYPICAL STREET CROSSING SCALE 1" -n V - O" (SEE NOIS 1 THRU A) SD11 21 2. CUT. APPLY 1E0 ASPHALT IN 70. EMEN! i N:4APA & MER"IDIAR IRRIGATION DISTRICT i o ]• s0R z,• P,C ISM � ,e• ABPIE Q r ..• . 6• CINDER BLOCK (OR EOIVo) Q] , . .• swlxE wNMuu O 4- LLYI LING NN- Q 3:• POLT PRPE 1,10 PBI f; © 6- . Y.- m PSI POSY ,6- ABO,E fA o I 0 9,.- BRASS COMP. COVPLNG6 Q %• BRASS (TAiB STOP O ROGt ORS , ® ]• FEMALE ApO. © LocaoR rxRE z ® ]• P4C PLUG S 9 ® IURI6R SIF11 'Y POST I I1PIC STIE SEANOE I "MODIFIED" TYPE A RISER LONG SIDE SERVICE --NTS-- SINGLE FAMILY RESIDENT __-NAMC&MERIDIAN IRRIGATION DISTRICT `\ OF THE LAND =GROUP TME W Co a a) _E CL O OCp CO) � Wcoo Q i Q O= o CD cn C w A Revisions 1. ��0NAL E 04 G\ST NClL 109 1 01 �O qTE OF \0P J9N DEN 1D/26/ZD21 Project No. 121027 Date of Issuance: 10-25-2021 Project Milestone. Permit Set Pressure Irrigation Details Details NITS AANFIJ