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CC - Construction Drawings APPROVED j P%ai T H E FATE; 12/06/219 '� LAND FIIF NUMBfA',Fa-zozvooss Southrid e South Subdivision Ph se 1 %SW7t., GROUP Ch lienger Development E 0 Construction Drawings Engineer's Standard Notes: City of Meridian - Standard Notes: Benchmark Notes: Vicinity Map: 1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL SEE TOPOGRAPHIC SURVEY(SHEET C1.01) FOR BENCHMARK LOCATIONS INTERSTATE 1-84 CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR REV. MARCH 2O18 THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. --_ GENERAL CONSTRUCTION TBM #1 : 5/8" REBAR WITH CAP ELEV=2610.94 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT TBM #2: 5/8" REBAR WITH CAP 7T_ ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR ELEV=2609.59 W. OVERLAND RD FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. (ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. TBM: CHISELED SQUARE ON THE SOUTHWESTERLY CORNER OF THE SIGNAL 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS LIGHT CONTROL BOX AT THE SOUTHWEST CORNER OF OVERLAND ROAD CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE AND LINDER ROAD. DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE =ELEV2610.62 TB#1 COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK o MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT HORIZONTAL&VERTICAL DATUM: w TB#2 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83) AREA I LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. ALL TIMES. 2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) z r w 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE v; DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE PRIOR TO START OF WORK. o W z ACHD Standard Notes: GOVERNING AGENCY,AT NO EXTRA COST TO THE OWNER. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK N IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. ACHD STANDARD CONDITIONS: CA 5. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. PROTECTED. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY RIGHT-OF-WAY.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 CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH CONSTRUCTION. 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 7. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO GENERAL CONSTRUCTION NOTE NO. 1. CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. FENN EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. O WRITING BY THE GOVERNING AGENCY. AT THE TIME THE PROJECT WAS DESIGNED,THE 2013 EDITION OF THE ISPWC g 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 WAS THE MOST-RECENTLY ADOPTED. WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S O WORKS DEPARTMENT,AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR 8. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. 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 Sheet Index: Sheet Index: DEQ/QLPE APPROVED CONSTRUCTION PLANS. NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS 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 SHEET SHEET TITLE SHEET SHEET TITLE OTHERWISE NOTED.THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. WRITING PRIOR TO CONSTRUCTION. BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR NUMBER NUMBER W Q DETAILS. GENERAL PRESSURE IRRIGATION 10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL C1.00 COVER SHEET&GENERAL NOTES C6.01 PRESSURE IRRIGATION 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 C1.01 EXISTING CONDITIONS C6.02 PRESSURE IRRIGATION Q 11. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. C1.02 PROJECT OVERVIEW C6.10 DETAILS INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS C1.03 PHASE 1 OVERVIEW LANDSCAPE PLAN RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES WATER C1.20 STREET LIGHTING L1.00 LANDSCAPE PLAN BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE 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. C1.30 MASS GRADING FINAL PLAT CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN SWPPP SHEET 1 REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR GENERAL CONSTRUCTION NOTE NO. 1. C1.50 SWPPP PROJECT OVERVIEW SHEET 2 RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM ACHD ROADWAY NOTES: C1.51 PHASE 1 SWPPP PLAN -- SHEET 3 � 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND C1.52 WATERS OF THE US SHEET 4 DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ccz 12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE C1.55 SWPPP DETAILS SHEET 5 Q ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. DETAILS SHEET 6 O = i2l CDEQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN 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 C2.01 ROADWAY TYPICAL SECTIONS Ir TRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. 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 C2.10 INTERSECTION DETAILS y i-u < 13. CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS POLICY MANUAL: C2.11 INTERSECTION DETAILS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN 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 C2.12 INTERSECTION DETAILS STANDARDS AT THE WORK SITE AT ALL TIMES. ( ) STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. C2.13 INTERSECTION DETAILS MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE , Revisions 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 C2.50 ACHD DRAINAGE DETAILS 1 14. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD ASBUILT (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. ROADWAY PLAN & PROFILE INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL C3.01 W TIMBERWOOD DRIVE SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL 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 C3.02 S BORDER WAY OF RECORD DRAWINGS. STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). TRAVEL LANE. C3.03 S BORDER WAY • 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS C3.04 S BORDER WAY DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A C3.05 W EVENING SUN ST Client / Owner / Developer: 15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE CRITICAL FACTOR. OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. WITH THE PUBLIC WORKS INSPECTOR. 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE C3.06 W RIO DE PLATA DR THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, C3.07 S SUMMERSON AVE CHALLENGER DEVELOPMENT REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, SEWER CONSTRUCTION BEGINS. C3.08 S SUMMERSON AVE 1977 E. OVERLAND RD. 58.01.16)AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. C3.10 EMERGANCY ACCESS DETAILS SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET C3.09 OVERLAND ROAD SIDEWALK DETAILS REPAIRS)WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE MERIDIAN, ID 83642 SECTION NOTED ON THE ASPHALT PAVING SECTION DETAILS, SHEET C2.00. USE WHICHEVER SECTION IS SANITARY SEWER CONTACT: JUSTIN BLACKSTOCK 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM GREATER. C4.01 SEWER LINE B DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN PH: 208.871 .0642 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 C4.02 SEWER LINE B BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. C4.03 SEWER LINE B EMAIL: Highmark.development@gmail.com CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKINGC4.04 SEWER LINE B 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 C4.05 SEWER LINE B1 Project Engineer: 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. C4.06 SEWER LINE C C4.07 SEWER LINE C &D ZONAL E 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. THE LAND GROUP INC. 55 N� MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE WATER PLAN c�� G\ST 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 C5.01 POTABLE WATER PLAN CONTACT: JASON DENSMER, P.E. (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 C5.02 POTABLE WATER PLAN 462 E. SHORE DR., SUITE 100 109 1 4. PLACE SEWER SERVICE LINES IN A SIX(6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. EAGLE, ID 83616 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 �p,��' PH: 208.939.4041 J��TE OF ROADWAY BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. C> E QIAN APPROVED FOR EMAIL: jason@thelandgroupinc.com 9SoNDE14 ;' 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR DAHo CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. CONSTRUCTION 10/2(/2021 ■ � ' ■� • These plans and/or specifications have been reviewed Plans Are Accented For Public Street Project No.: 1-2021 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE for compliance with Meridian City Standards and N Date of Issuance: 10 25 02 Dig Line, Inc. ■� PIPE ZONE. Certification of Compliance with Design Standards: Specifications. This review does not relieve the owner, Pro r engineer, or contractor of the responsibility to design Construction Project Milestone: PERMIT SET and/or construct those facilities in compliance with all lpa, ` 1 F 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH current applicable federal, state and local laws, rules, General Call Before You Di PRESSURIZED IRRIGATION THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION.THE ENGINEER ACKNOWLEDGES regulations, ordinances, development agreements, By stamping and signing the improvement plans,the Registered Engineer ensures the g• specifications, orders orapprovals, all of which the City District that the plans conform to all District policies and standards. Variances or Cover Sheet & General 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM retains the right to enforce. inconsistencies not noted waivers must be specifically and previously approved by the District in writing. M 811 ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT by City staff shall not be construed as approved unless Acceptance of the improvement plans by the District does not relieve the Registered Notes -" ❑ IS BEING CONSTRUCTED. specifically addressed in writing by the City. Any E a DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE proposed revision to these plans must be submitted for Engineer of these responsibilities. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM review and compliance with the Meridian City Standards AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF and Specifications before said revision is constructed. BY: DATE: - ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. Name Date ADA COUNTY HIGHWAY DISTRICT 1 m o 0 1 ��IE iDE� IAN- 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 �1 1A 44T H E APPROVED r Darr: 12i06i21 LAN D FILE NOMBER:FP-2021-0059 FOUND ALUMINUM CAP NW CORNER SEC. 23 FOUND ALUMINUM CAP CP&F No. 111026808 N 1/4 CORNER SEC. 23 FOUND BRASS CAP GROUP CP&F No. 110088910 -BASIS OF BEARINGS- NE CORNER SEC. 23 15 [14 S89°14'56"E 2652.36' - - - W. Overland Road _ CP&F No. 107153515 22 23 - - - - - - - - - - - - - - - - - - - - - - - - - - 14 N89°19'41"W 2661.73' 14 13 23 - - - - - - - - - - - - 1 2 24 Not-A-Part PARCEL / �'140'RIDENBAUGH CANAL EASEMENT Southridge S1223223010 PER INST.No.800640 Not-A-Part Line Table Line Table CABRA CREEK LLC Apartments SEGMENT LENGTH BEARING SEGMENT LENGTH BEARING PARCEL 1 3212615 30.00' N25°08'21"E L14 159.58' S56°31'59"E B (J ?2 - _ - No GE FARM LLCL3 58.64' S89°16'08"E L15 37.00' S37°52'47"E RkKEO �rs9'F a 44ai , , I L4 157.73' N47°39'35"W L16 70.00' S52°03'57"W S 223212 3�6Z. o L5 231.17' N10°08'10"E L17 34.82' S36°27'55"W CAB Q I L6 6.36' S75°06'37"E L18 110.54' S17°17'53"E �' ?6jQ err PARCEL of A Part I L7 79.42' N14°53'23"E L19 21.67' S32°06'19"W S1223120955 I L8 150.70' N61°29'03"W \ SOUTHRIDGE FARM LLC �60 Subdivision No. 5) L9 90.36' Soo°48'16"W } o Not-A-Par L10 118.75' S61°29'03"E Q Lit 150.79' S72°20'41"E PAR L12 10.00' S86°31'43"W - 23131320 Not A Part O O ENDURA CE INGS C / I L13 188.54' S03°28'17"E PARCEL I r S1223233670 � CABRA CREEK LLC n MI I W ACHD R/W U O 2 PER INST.No.108120052 66s 63� CA � 2s35 Curve Table 0 O 2N O O I CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH 269� 665 �rS! C1 111.19 50.00 127°2436 N82°2642W 89.65' 2650 0 C2 30.77' 25.00' 70°31'44" S54000'16"E 28.87' \ Q 2650 I C3 25.41' 20.43' 71°15'53" N54°13'05"E 23.80' 265Q js O \ O�J/ O I � � C4 184.71' 233.34' 45°21'22" S41°15'50"W 179.93' 130'RIDENBAUGH CANAL EASEMENT C5 420.42' 1050.50' 22°55'49" N58°57'49"E 417.62' PER INST.No.800640 O \ \ n \ AZ C6 288.12' 1047.00' 15-46-02" N38°26'04"E 287.21' C7 393.88' 1044.50' 21°36'21" N20°56'21"E 391.55' O C8 320.04' 375.00' 48°53'57" N85°56'02"W 310.42' Cn e6+ C9 14.24' 320.00' 2°32'56" S62°45'31"E 14.23' C10 46.42' 320.00' 8018'42" S68011'20"E 46.38' U Q C11 276.34' 230.83' 68°35'29" N37°54'29"W 260.13' CZ C12 316.45, 200.00' 90°39'20" N83°1227"W 284.46' I � N O � � 0 ?66S PA CE� � Z C13 389.27' 300.00' 74°20'42" N00°42'26"W 362.53' 1221420 _ \ C �� o a0 a� 0 a L� CMI C14 140.75' 150.00' 53°45'48" S09°35'01"W 135.64' PARCELS122313 P EN INC i :y I C15 129.34' 150.00' 49°24'12" N07°24'13"E 125.37' O f O�j D R CE JO S1223233920� T FA I Y LLC � � O ADA COUNTY O HIGHWAY DISTRICT 1 G, '�D D 0 I 44 Q = _ C2 C3 co coo cc - L3 � 0 2665 -- O Q Qa�, o 0 z co Cn O = EE C:) w Q CD a o d = y v � o Q PARCEL CIO 01 S1223233905 �s 1 O WALKER TERRY G. 2 75'NORTHWEST PIPELINE R/W&EASEMENT 2670 O O O Revisions Z \�° PER INST.No.8235869 O D may.. 1. N cli w l - �,66o s o a o O z a O o PARCEL 0. PARCEL o ��h o o �6, , S1223131620 Not-A-Part S1223234100 �3 2665�00 ENDURANCE HOLDINGS LLC Q WALKER DUANE L 4•0 a Q Qa �� O� 26g5 2690 2685 ° (Southridge 1 Subdivision No. 422 23 2700 -N89°04'17"W 2666.80� / ` L19 O O N89004'17"W 1832.25' � - _ � N89°02'56"W\71�2.19' V ' FOUND ALUMINUM CAP �� R8954840130 \\ n \PE � � / f W 1/4 CORNER SEC. 23 PARCEL PARCEL PARCEL PARCEL PARCE AR CP&F No. 110033071 R8954830350 R8954840140 VOLGAMORE MICHAEL D R8954840120 �R8954840110 \ R0548010325 R0548010450 ELTON CURTIS A I NICHOLS SCOTT HASKELL I \ PRZYBOS STEVEN L TRUST HOLDEN NATHANIE L1 \ GARDNER DUSTIN E PIERCE GEORGE A FOUND 5/8"STEEL PIN PARCEL\ / ; / E 1/4 CORNER SEC. 23 $ZONAL E R0548010300 CP&F No. 9255545 �5 r,\ST NG1 Val Vista Subdivision Val Vista Subdivision No. 2 FABER STEFAN A Aspen Cove Subdivision FOUND BRASS CAP 23 109 1 S 1/4 CORNER SEC. 23 26 CP&F No. 9255544 of �q SoN DEN 1D/2(/2021 Project No.: 121027 3 Date of Issuance: 10-25-2021 Project Milestone: PermO Set General Existing Conditions Eo ExistingConditions0 150' 300' Horizontal Scale: 1" = 150' C1 001 ��a CUE IDIA 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 �1 1 T H E APPROVED r DATE: 12/06/21 L AN D raFNUMyA::FP2021-0050 FOUND ALUMINUM CAP FOUND ALUMINUM CAP NW CORNER SEC. 23 CP&F No. 111026808 N 1/4 CORNER SEC. 23 FOUND BRASS CAP ' GROUP 15 [14 CP&F No. 110088910 W. Overland Road BASIS OF BEARINGS— NE CORNER SEC. 23 — — — — — — — — CP&F No. 107153515 22 23 — — — — — — — — — — — — — - - - - - - - - 14 13 23 — I I 2 24 I I Not-A-Part PARCEL Southridge S1223223010 � �� 140'RIDENBAUGH CANAL EASEMENT I CABRA CREEK LLC PER INST.No.800640 I Apartments Not—A—Part PARCEL — i S1223212615 No -A-Part SOUTHRIDGE FARM LLC PARCEL Not-A-Part — — — — _ — — S 223212760 •NN I/ CITY OF MERIDIAN PARCEL I I I S1223120955 Not—A- a tP r SOUTHRIDGE FARM LLC rtSouth id� e`Subdivision No. 5) Not-A-Part IPARS SJ 223131320 Not-A-Part 3• / e`��\ / ENDURA CE HOLDINGS LLC PARCEL S1223233670 = CABRA CREEK LLCUJ ACHD R/WCD PER INST.No.108120052 I I y CIDco �Fran�i I I � i� I CD CIO iI 130'RIDENBAUGH CANAL EASEMENT PER INST.No.800640 �p o ata QCA � ots CZ I- UJ also Rlw \ R� PARCEL \ ; co - RIW -____ \ Rom, JC S1223142010 = PARCEL �O i PARCEL \ CHALLENGER O S1223233950 ,4 S1223131250 EVELOPMENT INC PARCEL I RICE JOSEPH R i '� 00 S1223233920 ANDERSON EDWARD �\ \ \ / I ISM /1�I� � ADA COUNTY Not A Part HIGHWAY DISTRICT Q � IEEE O 0oLQT93 = I � 9 R�� p p y cc Q o z C = o _ \ \ �' ccw Q H I vv �� v .�� Ca C4 CO3 � o Q PARCEL �„� S1223233905 O' \ \ \� Q R I p I Revisions O WALKER TERRY G 75'NORTHWEST PIPELINE R/W&EASEMENT R Z � PER INST.No.8235869 \\ \\ — y� W o De Plata Or - - \ / CIO 1 y a RI MI � 3 \ A R/W R/W y R� R/W cc W Timberwood Dr n`'' — — PARCEL PARCEL `ti R/ R/W F L�M&M Q3 I S1223131620 Not-A-Part S1223234100 n _ _ CHALLENGER WALKER DUANE L DEVELOPMENT O FOUND 5/8 STEEL� PIN (Southridge 22 I 23 z 1/4 CORNER kC. 23 CP&FNo.91 6240 Subdivision No. 4 - - - - - - _ /� _ _ FOUND ALUMINUM CAP PARCEL W 1/4 CORNER SEC. 23 PARCEL PARCEL R895 840130 PARCEL / PARCEL PARCEL / PARCEL CP&F No. 110033071 R8954 URTIS RS SCOTT HA VOLGAMORE MICHAEL D \ R8954840120 R8954840110 \ R0548010325 R0548010450 / ELTON CURTIS A I NICHOLS SCOTT HASKELL I \ KEMP TRAVIS HOLDEN NATHANIE \ GARDNER APRYL T PENNA LISA / �/ FOUND 5/8"STEEL PIN PARCEL / / E 1/4 CORNER SEC. 23 SZON AL Ely R0548010300 CP&F No.9255545 5 G Val Vista Subdivision No. Z FABER STEFAN A o� �\ST Val Vista Subdivision Aspen Cove Subdivision FOUND BRASS CAP 23 109 1 S 1/4 CORNER SEC. 23 CP&F No.9255544 26 J�gTe OF \oP�o q N DE'S 10/2(O/2021 Project No.: 121027 Date of Issuance: 10-25-2021 3 Project Milestone: Permit Set General Project Overview Ea Project Overview 0 150' 300' Horizontal Scale: 1" = 150' C1 ■ 0 2 APPROVED T H E DATE: 12/06/21 \.\ \ LAN D FILE"UMBER:FPso21-Doss G R O U P o 0 o \ � o 1 / / p R R a. 5' 5' COMMON g \\ LOT LOTS RESIDENTIAL RIDENBAUGH CANAL 2' 2' Fv / 10' t \ EXISTING GRAVEL CANAL / C„ a — ( h s \ MAINTENANCE ROAD 6-FT BLACK � �� - - - - - - � / / I WROUGHT IRON FENCE 6-FT BLACK / \ 10-FT ASPHALT WROUGHT IRON _ PATHWAY FENCE — r PER TYPICAL DETAIL W r Ridenbaugh Canal - Mixed Used Pathway - Typical Cross Section (Viewed to West) y Scale: NTS r r r TOPSOIL 2"THICK ASPHALT PAVING TOP Ca COURSE W r Cm 4"THICK-3/4"MINUS GRAVELCrm X\ TYPE B BASE COURSE cc EE w Q / CAC ) HAND TAMP EDGES STRAIGHT \\ �\ Revisions CONTINUE BASE COURSES 6" 1. BEYOND EDGE OF ASPHALT 44 ' // Asphalt Walking Path Scale: NTS ��pNAL E� 109 1 OF DND);4 V c \ 1D/2(/2021 3 \ Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: PermO Set \ \ General Phase 1 Overview Eo Phase 1 Overview 0 80' 160' Horizontal Scale: 1" = 80' C1 ��a - - — ——— Sheet Notes: T H E APPROVED DATE: 12/06/21 STA: 33+59 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, L AN D FILE NUMBER:FP-2021-0059 LME / EXISTING LIGHT 52591C CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION . / R� \ AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. . GROUP o •N � o + / _-- -- M 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN _ - ---- �h APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT _ o LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO EP \ a�a' \ BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS 6P 0 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND o UTILITIES. 0 / A 0 0 _+ 0 Legend: M EXISTING STREET LIGHT oevae,o,o 0 8SX0 0 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 Cn / o STA: 29+81 - N V� TYPE II CITY OF MERIDIAN STREET LIGHT. / + _ h�j��, 8� 0 I -- / STA: 81+99 soh St 25'SQUARE STEEL ANCHOR BASE POLE WITH 100 WATT HIGH PRESSURE SODIUM SHOEBOX LIGHT FIXTURE o _ / — STA: 86+45 / ♦� TYPE I CITY OF MERIDIAN STREET LIGHT CALLED OUT C\; — o _ I k WITH THIS SYMBOL. PER MERIDIAN STANDARD T1 / _+ --- ----- 1�CO ' / + / > INTERCEPT EXISTING CONDUIT AND JUNCTION BOXES UJ / - — Street Li ht Numbers: y / STA: "' / + / g LOCATION NUMBER TYPE STA:210+52 STA. 2+83 53001 TYPE 2 STA.47+75 53002 TYPE 2 STA. 77+73 53003 TYPE 2 STA 81+99 53005 TYPE 2 • / // �� // \ N STA 205+92 53006 TYPE 2 STA 208+48 53007 TYPE 2 STA 210+52 53008 TYPE 2 o STA 22+57 52594C TYPE 1 STA: 26+18 / ,� / \� STA 26+18 52593C TYPE 1 O STA 29+81 52592C TYPE 1 CA � CL) o STA: / Q < o / W hX STA: 77+73 y4 / 0 CID City of Meridian Standard Notes: 0 0 � X STREET LIGHTING CD 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 o WORK. USE THE ONLINE CITIZEN PORTAL AT Q HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT O STA:47+75 96 / AND REQUEST INSPECTIONS. M O 2 x00 / Q w Q 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, j STA: 22+57 o�STA: BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. � do � 00 � 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE Revisions Ix/ HYDRANTS AND 2' MIN. FROM WATER METERS. 1. 0 � 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS.ATTACH A 00 �.°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 -Of DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 oo \ / \ / 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 �xo,��k� // \ MERIDIAN SUPPLEMENTAL STANDARDS, DRAWING 6C _t STA: 2+83 0 00 �SZC) L Ely ��G\ST \ / �\ b 109 1 s o C I` JggTe �oP�OF c �N DEN 10/2(O/2021 Project No.: 121027 0 Plans Are Accepted For Public Street Date of Issuance: 10-25-2021 Construction Project Milestone: Permit Set General By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or Street Lighting 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 Street Lighting 0 80' 160' Engineer of these responsibilities. BY: DATE: ■ 0 Horizontal Scale: 1" = 80, ADA COUNTY HIGHWAY DISTRICT THE APPROVED DATE: 12/06/21 \ \ \ J l / I 11/ / \ \\�� \ 63� / \\ J ` _ ___ _ LAN D IE FINUMBER:FPzozi-ooss - - _ - -_ -�/ - _ „/�, \\„ GROUP - - - - - - - - - 45�\\\� \\\ \ \ - - - - - - - - - - - - - - FF: 2669.50 - - - - - - - - - - - I \ � �� FF:2669.10 .pVvv� vvv v v\ \vvv ��vvv\ J yw- - / FF: 2669.80 ---- / � ro� vvv �r . v v\v vvv vw //// v / /// / A 0' � v� >/ FF.2668.20 I �1/ \\ \ \\\\\ \ \\ \\ -201 \\ \ \\ \ \\\ \\\ N 2667.30 e e as FF: 2670.30 FF:2670.20 '- 1 ti cli FF:2670.60 FF.2668.30 FF: 2670.80 / FF:2671.10 7 �\ // FF: 2671.20 FF: 2670.80 FF�:2671.60 // / ,I j �� A LU // FWD l v FF:2670.90 y F . FF: 2671.40 F: 267200 ( \ /� C �/ %� / )I/II/ / FF: 2671.60 J FF: 2671.20 / \ \ J 1 FF:2671.10 FF:2672.40 FF: 2671.00 \� ) �/ /'/ll � (/ FF: 2671.00 f/ / - \ � -- - - \ - �- �/// // O`J / / / (// ^/ \ /S FF: 2CL 670.70 \ \ 1 /' // �j//// I / l < � \ 1 .Q1 / Mg/ / / j// / /// ( 1 FF: 2672.50 % FF:2674.70 / 1 \ / O // / / FF: 2670.60 / //j CO \ � � Q FF:2670.40 ` / J CA FF: 2670.30 FF: 2674.20 ) / v LU FF: 2676.20 ''r // //�// 2670.40 / \ Q i/ �/ CD FF:2674.80 `V y / - I / /r/ \ l / ii/�i / /j/ / ,/ / � > / ,• FF:2669.90 /I` FF:2670.20 N ( // I _ cc FF: 2669.70 d) / /// / FF:2669.90 r / � I / 1 c z 2676.50 \ / 1 i I Q O EE FF: 2677. / / / 2669 FF: 2669.70 w Q 00 \ \ \ cia CID FF:2681.40 / / / / / FF: 2670.9( c \ Revisions K \ 1. FF:2678.40 2680 ) / / / / / / // / X FF:2669.50 FF: 2686.20 2681 \ 1 \ / /2682 / FF:2680.00 / / / / � <1 FF: 2681.60 FF: 2682.70 2686 FF: 2684.00/ FF:2686.00LOl \ \ C I \ \\ \\ \ J 1 N \ r 1 I 1 _J OVAL / \ \ �I \ \ \r'6o `\ d'p \ \ 1 \-J 109 \\\ \ \ \ O \ \ \\ t - C 1 1) s o v / �Y 690 I I \ \\\'' \ \\ \ \\\\ \\\ �J '< \ 1 / / / 9"ON DEN Project Na.: 121027 \\� - \ _ _ _ - Plans Are Accepted For Public Street \ \ \ \\ \ Date of Issuance: 10-25-2021 r \ 1(�J �� \ \� T \�\ v \ �\ ( �I ( \ ) l \ \\\\ \\\\\\\ I / \ - / J ( ` /' �� Construction Project Milestone: PermOSet E J I \\ \\ 1 / \ I \\ c `� General \\\ \� By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or Mass Grading waivers must be specifically and previously approved by the District in writing. t a Acceptance of the improvement plans by the District does not relieve the Registered N E� Mass Grading 0 80' 160' Engineer of these responsibilities. -- BY: DATE: _ ■ 0 _ Horizontal Scale: 1" = 80' ADA COUNTY HIGHWAY DISTRICT C1 ��a C�W' ItI SWPPP Posting Requirements: - _ - SWPPP Legend:� , _ 9 SWPPP General Notes: -4 _ _/ 1. ALL STORM WATER WILL BE CONTAINED ON SITE. j � ' T H E APPROVED _ - - - �t1w - - - - LIMITS OF DISTURBANCE 1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING FOR OBTAINING 'J LAN D DATE: 12/06/21 THE EPA NOTICE OF INTENT(N01). ` J 1 - 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 BI STORM EVENT PRODUCING 0.25 INCHES OR GREATER OR-ONCE EVERY SEVEN DAYS. raFNuva�a,FP-Zoe,-o059 2 A COMPLETE COPY OF THE SWPPP(INCLUDING A COPY OF THE CONSTRUCTION GENERAL � � __ _ FW FW STORM WATER BEST MANAGEMENT PRACTICES BMP INSTALL TYPE I INLET PROTECTION PRIOR #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 TO EARTH DISTURBING ACTIVITIES AND EPA MUST BE RETAINED AT THE CONSTRUCTION SITE(OR OTHER LOCATION EASILY %! A. THE ENTIRE SITE IS TEMPORARILY STABILIZED,OR REMOVE UPON FINAL STABILIZATION. B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS,OR ACCESSIBLE DURING NORMAL BUSINESS HOURS)AND MADE AVAILABLE FOR REVIEW BY EPA, ii 26 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 I -N 61 WITH DIRECTIONAL SLOPE ARROWS IN ARID AREAS AND SEMI-ARID AREAS. 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION NEAR THE ,i / 1 I 3. DEWATERING IS EXPECTED FOR THIS SITE. ONSITE ESC CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST CONTAIN THE FOLLOWING i I / \ I I APPROXIMATE EXISTING GROUND CONTOUR NON-STORMWATER MANAGEMENT. INFORMATION: / I / 2661 (FIVE-FOOT INTERVAL)WITH DIRECTIONAL - SLOPE ARROWS 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE ESC •AT A MINIMUM,THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER i� / \ - - - 1 \ 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 / I R 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 / // \ - ❑ TO EARTH DISTURBING ACTIVITIES AND j // / �j -- % I TO MINIMIZE THE DISCHARGE OF POLLUTANTS.KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE MUST BE DISPLAYED THROUGHOUT CONSTRUCTION ( ) / / // / \ I 1 AND AT THE END OF THE BUSINESS DAY.DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE. •THE UNIFORM RESOURCE LOCATOR(URL)FOR THE SWPPP(IF AVAILABLE),OR THE REMOVE UPON FINAL STABILIZATION. / Z FOLLOWING STATEMENT: "IF YOU WOULD LIKE TO OBTAIN A COPY OF THE /% / /�� \ _ \ - - - /N\ 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 //�j j / /' / 1/ �1 _ - - , �< I ® BMP#31, SEE SHEET C1.55 FOR DETAILS IF PRE-APPROVED. EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC / / VAKOC.MISHA@EPA.GOV 206 553 6650" /i� % / 7. ALL DROP INLETS,CATCH BASINS,AND CURB INLETS NOTED ON PLAN SHALL HAVE INLET PROTECTION ( ) ( ) I \ ✓ I PROVIDED. SEE THE SWPPP PLAN DETAILS ON SHEET C1.55 AND MANUFACTURES GUIDELINES FOR •AND THE FOLLOWING STATEMENT"IF YOU OBSERVE INDICATORS OF STORMWATER �i' \ - CONCRETE WASHOUT. SEE THE FOLLOWING SHEET FOR \ / I I W INSTALLATION INSTRUCTIONS. POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING WATERBODY,CONTACT THE ' / �� ` T I \ J DETAILS. EPA THROUGH THE FOLLOWING WEBSITE: / �\ I \ 8. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS HTTPS://WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL / / �� / i �� I � STAGING AREA AS NOTED. STABILIZE AND PROVIDE POSSIBLE.ANCHOR TO PREVENT VANDALISM. -VIOLATIONS." I I 1 ( r - - J I PERIMETER CONTROLS PER THE STATE OF IDAHO •THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT I 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING IS NEAREST TO THE ACTIVE PART OF THE CONSTRUCTION SITE. 1 - - - �) / I• CATALOG OF STORM WATER BEST MANAGEMENT CUTTING AND SURFACING OPERATIONS.SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT •THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A - - \ C U 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 �i SITE CONSTRUCTION SIGN. STANDARDS. 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I,SECTION 1.11 Not-A-Part OF THE CONSTRUCTION GENERAL PERMIT. - - \ �� \ \ Apartments 12. SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATION p MEASURES. STABILIZED ENTRANCE PER THE STATE OF IDAHO 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING THE EPA FORMS _ y I - - CATALOG OF STORM WATER BEST MANAGEMENT FOR N.O.T. (NOTICE OF TERMINATION). __-- � \ I 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 BY THE OWNER AT A - 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 _ v Not-A-Part STABILIZED PER BMP#9, �r - I IS INSTALLED. PROVIDE SWEEPING DAILY OR AS / i N I/ 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. l oS 06� �A lI DIRT ONTO EXISTING ASPHALT. SEE THE FOLLOWING PRIMARY CONTACT: l 71464% \ �� SHEET FOR DETAILS. 15. ALL GRADING,UTILITY,AND ROADWAY CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00 ,! �� 1 I A.M.AND 9:00 P.M.MONDAY THROUGH FRIDAY AND 8:00 A.M.TO 9:00 P.M.SATURDAY AND SUNDAY, / , �� UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER. NIJ GENERAL CONTRACTOR/OPERATOR: I � � � �� - - _ � � " - � - � • PRIMARY CONTACT: / . Stockpile Management BMP 9: 16. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE (� - * a� _ - �" p g PERSON. CA PH. / \ FROM: IDEA STORM WATER BEST MANAGEMENT PRACTICES CATALOG SEPTEMBER 2005 a �1� A 17. TOTAL DISTURBED AREA IS APPROXIMATELY 74.79±ACRES.. INSTALL TYPE I INLET PROTECTION PRIOR / / S� s � �� , �� t � \ \ � A O -A-Part DESCRIPTION: ONSITE SWPPP COORDINATOR: TO EARTH DISTURBING ACTIVITIES AND ." M �� y� A. \ STOCKPILE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO REDUCE OR NTRACTOR HAS COMPANY: REMOVE UPON FINAL STABILIZATION. / :' / `� � �' \ _ 18 REVIEWE. UPON D THE CPLAN DRAWINGS AND T APPROVAL BY THE CONTRACTOR, CONTRACTOR AGREES TO ABIDE BY THE O REQUIREMENTS AND \ O ELIMINATE AIR AND STORMWATER POLLUTION FROM STOCKPILES OF SOIL,PAVING PH. l� o _ -, 4q�t �� MATERIALS SUCH AS PORTLAND CEMENT CONCRETE(PCC)RUBBLE,ASPHALT CONCRETE CONDITIONS CONTAINED HEREIN. CD ' - (AC),ASPHALT CONCRETE RUBBLE,AGGREGATE BASE,AGGREGATE SUB BASE OR / / PRE-MIXED AGGREGATE,ASPHALT MINDER(SO CALLED"COLD MIX"ASPHALT),AND 19. BOISE CITY PLANNING AND DEVELOPMENT SERVICES REQUIRES EROSION CONTROL PERMITEES TO PLAN PREPARER: GARY SCHUMACHER � / Q�� _ r= CITY OF BOISE LICENSE: CON16 00178, EXPIRES. 08-28 2022 I SCHEDULE AN EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION.THE INSPECTION / j \ ( PRESSURE-TREATED WOOD. MUST BE SCHEDULED PRIOR TO GRADING OR OTHER LAND DISTURBING ACTIVITIES BUT AFTER THE CL PHASE 1 I \ 1 f APPLICATIONS: REQUIRED STRUCTURAL BEST MANAGEMENT PRACTICES ARE INSTALLED.THE REQUIRED BMP'S MUST / P/ IMPLEMENT IN ALL PROJECTS THAT STOCKPILE SOIL AND OTHER MATERIALS. COMPLETE AND PASS THE EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION PRIOR TO O SIGNED DATE: 12-29-2020 / / , COMMENCING LAND DISTURBING ACTIVITIES.IF THE INSPECTION FAILS,YOU MUST COMPLETE ALL ACHD R/W / • LOTS / LIMITATIONS: NECESSARY CORRECTIONS AND RESCHEDULE THE SITE PREPARATION INSPECTION.THE SITE MUST PER INST.No.108120052 / / S/ ( I DRAINAGE AREA-N/A MAXIMUM SLOPE-N/A PASS THE SITE PREPARATION INSPECTION PRIOR TO BEGINNING WORK.FAILURE TO SCHEDULE AND SEE SHEET C1 .51 / ( - - - - MINIMUM BEDROCK DEPTH N/A MINIMUM WATER TABLE N/A PASS THE SITE PREPARATION INSPECTION WILL DELAY YOUR WORK. O ( I y �� NRCS SOIL TYPE-N/A FREEZE/THAW-GOOD INSPECTIONS MAY BE REQUESTED THE SAME DAY AND UP TO THREE DAYS IN ADVANCE, \_� -=i _ CONCRETE WASHOUT �, -� � // � / '� �►� FOR DETAILS � � � � � � �� \ � --. � I � \ 1 - � �� DRAINAGE/FLOOD CONTROL-NO EXCLUDING HOLIDAYS AND WEEKENDS. INSPECTIONS REQUESTED BETWEEN 7:30 AM AND �� - 11:30 AM WILL BE COMPLETED BY 5:00 PM OF THE SAME DAY. INSPECTIONS SCHEDULED TARGETED POLLUTANTS: / a �` - AFTER 11:30 AM WILL BE PERFORMED THE FOLLOWING DAY BY NOON. YOU CAN SCHEDULE W Q SITE CONSTRUCTION SIGN. ; , t h ' -- - SEDIMENT / � � V � �a I THE INSPECTION THREE DIFFERENT WAYS: • SCHEDULE USING THE MOBILE APP ON YOUR SMARTPHONE AT HTTP://PDSMO BILE.NET. also . SCHEDULE ONLINE AT WWW.CITYOFBOISE.ORG/PDS/PDSONLINE. CONSTRUCTION CONSTRUCTION GUIDELINES: TO EARTHWORK OPERATIONSETO BE INSTALLED REMO PRIOR /j i / �j l I I \ i V` CALL(208)384-3802 TO SCHEDULE. y v - GENERAL REMOVE PRIOR / �. = �I �� A LOCATE STOCKPILES A MINIMUM OF 50 FT AWAY FROM CONCENTRATED FLOWS OF TO FINAL PAVING BASE INSTALLATION. �� /" �O� O I I �- ��`' � � � �� STORMWATER,DRAINAGE COURSES,AND INLETS. SOLI Stabilization: U RE w 7;- 'i � � �,� PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON USING A TEMPORARY - / \ 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF SITE ACCUMULATIONS OF SEDIMENT MUST BE 00 PH , -' \� PERIMETER SEDIMENT BARRIER SUCH AS BERMS,DIKES,FIBER ROLLS,SILT FENCES, CD � REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. � 4 _ � � �V � � SANDBAGS,OR GRAVEL BAGS.IMPLEMENT WIND EROSION CONTROL PRACTICES AS , � APPROPRIATE ON ALL STOCKPILED MATERIAL. � '- �� : \ 2. EXCEPT AS PROVIDED BELOW,STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE � � - � PLACE BAGGED MATERIALS ON PALLETS AND UNDER COVER. IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION cc Q OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. _ i LUDED BY SNOW COVER OR 21. WHERE STABILIZATION BY THE 14th DAY IS CONDITIONS,STABILIZATION MEASURES MUST BEGINITIATED AS SOON AS PRACTICABLE. GROUND STAGING AREA \� EQUIPMENT AND MATERIALS STORAGE, ` �� LLLL 2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND ;� - V� WASTE DISPOSAL AREA,AND WORKMAN / �� EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION Revisions PARCEL ' PARKING d V� _" _ _ MEASURES DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE. _ �12232��950 � - p E JEWETT FAMILY LLC �� _F Ti " - I THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED N,ot A Part _ i - 60 ��" ( ( AREAS AND/OR WHERE SHOWN ON PLAN,UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: PH � � � J � E � �' � � � � � I 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 ✓� �r�/ I I DESCRIPTION,AND/OR: i - - 3. GEOTEXTILE (BMP 17) - APPLY NO NB10DEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, AND/OR: 4. MATTING (BMP 18) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO PREVENT EROSION.SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. 00 / / 1� R� W Rio De Plata Dr _ \ PROTECTION OF NON ACTIVE STOCKPILES �G LO �� • SOIL STOCKPILES:DURING THE RAINY SEASON,SOIL STOCKPILES SHOULD BE COVERED OR R/V�_- R Qi S )� ,' -' _ PROTECTED WITH SOIL STABILIZATION MEASURES AND A TEMPORARY PERIMETER SEDIMENT BARRIER AT ALL TIMES.DURING THE NON-RAINY SEASON,SOIL STOCKPILES SHOULD BE 75'NORTHWEST PIPELINE R/W&EASEMENT �' L = J - I w � COVERED OR PROTECTED WITH A TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE PER INST.No.8235869 ONSET OF PRECIPITATION. j R/W / '� / • STOCKPILES OF PCC RUBBLE,AC,ASPHALT CONCRETE RUBBLE,AGGREGATE BASE,OR G' W T�nberWOOd Dr ) � AGGREGATE SUB BASE:DURING THE RAINY SEASON,THE STOCKPILES SHOULD BE COVERED OR R/W f / 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 �1 6Z- ` TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE ONSET OF PRECIPITATION. I 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 - / ) /, • STOCKPILES/STORAGE OF PRESSURE-TREATED WOOD:DURING THE RAINY SEASON, VV FT FWIT FW F7 -IW� -FW-FW W FW FW F _ / PRESSURE-TREATED WOOD SHOULD BE COVERED WITH PLASTIC OR COMPARABLE MATERIAL \ `7 _ AT ALL TIMES.DURING THE NON-RAINY SEASON, PRESSURE-TREATED WOOD SHOULD BE FVV I COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES. Project No.: 121027 '> ��/ PROTECTION OF ACTIVE STOCKPILES Note: The SWPPP Plan is comprised ' ////� / / % / • ALL STOCKPILES SHOULD BE PROTECTED WITH A TEMPORARY LINEAR SEDIMENT BARRIER Date of Issuance: 10-25-2021 PRIOR TO THE ONSET OF PRECIPITATION. Project Milestone: Permit Set of these Construction Set drawings • STOCKPILES OF"COLD MIX"SHOULD BE PLACED ON AND COVERED WITH PLASTIC OR COMPARABLE MATERIAL PRIOR TO THE ONSET OF PRECIPITATION. SWPPP combined with the separate MAINTENANCE SWPPP Project t a Narrative Booklet. INSPECT AND VERIFY THAT BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF Overview SWPPP Project Overview 0 150 300 ASSOCIATED ACTIVITIES.WHILE ACTIVITIES ASSOCIATED WITH THE BMP ARE UNDERWAY, INSPECT WEEKLY DURING THE RAINY SEASON AND AT 2-WEEK INTERVALS IN THE NON-RAINY SEASON TO VERIFY CONTINUED BMP IMPLEMENTATION. C1 ■ 0 Horizontal Scale: 1" = 150' . REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED TO KEEP THEM 5 FUNCTIONING PROPERLY. SWPPP Phase 1 Notes: 1. TOTAL DISTURBED AREA IS APPROXIMATELY 18.00_ACRES. T H E APPROVED r Darr: 12/06/21 \ \ ///ll \ \\\\�\\�\\\\ \� \� INSTALL TYPE I INLET PROTECTION PRIOR \ \✓ /� 1'I \\\�\\\\\\\\ _ \\\\\\ — JC _—_ \ \ �� 2. SEE SHEET C1.50 FOR NOTES AND OTHER INFORMATION LAN D FILE"UMBER:FP-2021-0059 TO EARTH DISTURBING ACTIVITIES AND= _ —_ _— . IIII 1 \ \\�\\�\ \ \\ \\ —_— —_ — \ — a // \ \\\�\\\\ \ \\ � REMOVE UPON FINAL STABILIZATION.-— — _ _ ___—_——_ _ — �� — � RO 1'lll' � 2 / / ��i \ / �/ /i _-- \\ \ l \ \ / / c� \\ I f � �i ///ir/il 1 11 111 l A. —�---- — v Ar/�Air//�//11j 1ll�l 1 111 ii/�% i/ii INSTALL TYPE I INLET PROTECTION PRIOR / TO EARTH DISTURBING ACTIVITIES ANDf REMOVE UPON FINAL STABILIZATION. LU 45Z, ti L \�\\�O\ CA \\ \� \�\\ \\ \\\\ \ _ \ l \ J \ \ \ \ \ \\ \ — \ J 140 A\\ ��v vv\vAv INSTALL TYP�I INIf T PROTECTION PRIOR \/\j//� / / / �� r� �' �� v \ \\ \\\ \\ \ \\ \\ \ \ \ CR TO EARTH DIST BING ACTIVITIES AND ////// / / / (� / INSTALL TYPE I INLET 1 I I I I 1 \ REMOVE UPO FINAL STABILIZATION. // / � / /�� PROTECTION AS PART OF INLET INSTALLATION AND REMOVE \ \ \\ \\\\ UPON FINAL STABILIZATION. 1 �\ \ \\ \\ \� vvvwvvA / v � � \ � -� \v��\ Av v v V \ �— ti \\ \\\ \ \\ \ \\ \ INSTALL TYPE I INLET N \ Z \ \\\ \\ \\\\ \\ \ \\\\�\ / \ CA PROTECTION AS PART OF INLET 6 \\\ J ti INSTALLATION AND REMOVE W 0 UPON FINAL STABILIZATION. \ / \ t� \ \ I \\ //� — 2668 \\� \�\ 1 I \ \ \\\\\\ \\\\ \\\\\\ \ \ Cm / � \ \\\ \ \\ \\ \\ \\\ \\\\\ ��\\\\\\\\\\�\ L� \ \ SITE CONSTRUCTION SIGN. ( %% / /% J J%// a i / 2669 / \\\ \\ �\ \\\\ \ \ \ \\\ \\ \ \�\ \\ �\ Q Cn � \ \ CD \\1\!, 2_ ��%�'�� INSTALL TYPE I INLET //� S/ S / ^ti / / J J / Qi ) \ \�\ �� \\\ \\ \\\�� \\��\\� I —�� CC CONSTRUCTION ENTRANCE TO BE , %��\% �_ PROTECTION AS PART OF INLET / / \ ( \ \\\ �\ \ \\ ��\\\� \\�\ \\\ J i INSTALLED PRIOR TO EARTHWORK =\ __ — — _i INSTALLATION AND REMOVE / / J ��`J 1 \\ \\\ \ \\ \\ �\�� \\\\\\\\\\J \ OPERATIONS AND REMOVED PRIOR TO UPON FINAL STABILIZATION. / �J FINAL PAVING BASE INSTALLATION. - CONCRETE WASHOUT — INSTALL TYPE IINLET / / `� \ \l \\\��\ \�� \\ \�\\\\\ O c�, J \ \\\ \\ \ \\ \ \ \ \ O\�\ \ \ \\ \ \\ \\\ \ \\ \\ 2 / \ \\\\ \\ \ \\ \\ \ `." o _ PROTECTION AS PART OF INLET I ) \ \ \ \\ \\ \ \\ \ \ \ ' \Se�SP\' J NSTALLATION AND REMOVE // \ \ v \�\� \ \\\� \\\\\ \\\\� \\\ \� EO 1 t I r \ ` J \\ \ \\�\ \\\ \\ \ \\�\\ \\\\ \\\ \All I \ - - wP ON FINAL STABILIZATION. S� � ) � \I \\ \ Revisions 1/ 111111 o W NW/ —1 �( l/ // / / E\\N�� \ / /� \ �� // �`4,// (i✓ \ ( \� I I/ ��/l/ l/�ll //�Il�/jl((�1��/ ll\ )l/ // Illy/ 111�11 � I �, I \ L � — \� \ v l l l 1 1 — / \ ono Aooll � l t 1 \ \ \ \ 1 \\ \\ 1 / / / ( \ t \ / \ \ 1 / / //� / / I \\\I _ l ) / \ f l / / ' / — ( l �( / lll(I�J ll\ll� \ J \� \ p► \ \ \\ \ \ \ \ \ 1 �t / / l // / J I �/� /�/// /1\\\1 I( ((\\ \� \\ \� � J / \ / \\\ \ \\ \ \ r ? � -\ \� I J < fry \ ^\SJ J —( / f/ �) w I / il \ / J �Z \ \ \ \ \�\\ \\ \ 1 J \ J } �� / I I / / / / Ill\1I\ I < n s \ \ \ \\\ \\ 1 l�) / / \ 1 � � fl 1 // IIII \\\`/ � Project Na.: 121027 Date of Issuance: 10-25-2021 I J J Project Milestone: Permit Set SWPPP Phase 1 SWPPP Plan Lo Phase 1 SWPPP Plan N E o 0 100' 200' ry Z m Horizontal Scale: 1" = 100' C1 5 1 ��a �E IDIAN APPROVED % T�' DATE: 12,06,21 L AN D rnE NOMeM FP-2021-0059 - GROUP Idaho DEQ Draft 2014 305B Integrated Report 997S BOIA003 I iJr k� Nbdlc, LU E Carron aicoo . a rRr i' htlna Of W Vu;w for - * mime n U C} ti A � �� hl4awrr•4ain � vwvr High C m School +r. W Lanwrr1 liif PROJECT 9yo�Gs "� "nrr �� [, O LOACTION y W Cz p CD Cr A2 E yC _ !`'ill .7�'.`r r•,.�' :r O Q +l] i � 0 CA CO3LU _a r ri Revisions March 9, 2017 1:36,112 BURP Locations (CATS) (CATS) 0 0.45 0.9 1.8 mi Stream 2014 305(b) Lakes (Draft) 2014 305(b) Streams (Draft) 0 0.5 1 2 km River Fully Supporting (CAT 1,2) Fully Supporting (CAT 1,2) Sources: Esri, HERE, DeLorme, 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, Esri China(Hong Kong), swisstopo, Mapmylndia,©OpenStreetMap 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) i (Mercury Impaired CAT 4a,5) Map Courtesy of IDEQ's 305B Integrated Report Copyright©2017 DEQ GIS Project No.: 121027 Date of Issuance: 10-25-2021 3 Project Milestone: Permit Set 3 SWPPP Waters of the US E o C 1 . 52 �E IDIAN- 50'MINIMUM EXISTING STORM SEWER GRATE \\ /I.► PAVEMENT CONSTRUCTION SPECIFICATIONS pOpp DANDY SACKTM �, ��1/► T H E APPROVED n -`b 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED ppOppOO�pOOpO SPECIFICATIONS 12/06/21 "- �� LAN D oaTE: CONCRETE EQUIVALENT FOR TOP LAYER, 2 8 DIAMETER FOR BASE Op p0 p0 LIFT STRAPS . pOppO NOTE:THE DANDY SACKTM WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN rarNUMafa FP -doss z LAYER. O MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: G RO U P FILTER CLOTH MOUNTABLE BERM 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A REINFORCED CORNERS TM SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD REGULAR FLOW DANDY SACK (BLACK) (OPTIONAL) APPLY). REQUIRED MECHANICAL PROPERTIES TEST METHOD UNITS MARV 3. THICKNESS-NOT LESS THAN 6 INCHES. OVERFLOW PORTS EXISTING GRADE PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. ® ® GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.78 400 X 1.40 315 D T MANAGEABLE 2-FT DANDY SACK TM GRAB TENSILE ELONGATION ASTM D 4632 % 15 X 15 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO 50'MINIMUM PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE CONTAINMENT AREA PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.67 150 FAMILY RESIDENCE LOT. 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)rn)OW?r�)�)6?n6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION DUMPING STRAPS UV RESISTANCE ASTM D 4355 % 90 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 7p � �p-`t7-`t7-`t7-`t7 IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE FLOW RATE ASTM D 4491 1/MIN/M GAL/MIN/FT 2852 70 ''p "22�� PERMITTED. PERMITTIVITY ASTM D 4491 SEC 0.90 � D 0 �_ -rCM0 C ' D D D D 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION STORM INLET �-,`(��-,` z �` ` `fit WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO � 1 �Q�,�Q�, 026, (`�10�,�(Q�,(Q�, HI-FLOW DANDY SACKTM (SAFETY ORANGE) `� `� C o � `� `� � `� `� `� PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING �, �, �Q�o,�Q�, J �, Q'�o,�Q'�o,�Q`��, WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR NOTES: MECHANICAL PROPERTIES TEST METHOD UNITS MARV �t'"�� t'"��t'"��t'"�� 0t� )�t� )�t� )�t� )� 1. INSPECT AT FREQUENCY DESCRIBED IN SWPPP � "`{�"`{�"`f CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC DOCUMENTS. REPAIR OR REPLACE AS NEEDED. U TubRIGHT OF-WAY MUST BE REMOVED IMMEDIATELY. 2. REMOVE SEDIMENT ACCUMULATIONS WHEN GRAB TENSILE STRENGTH ASTM D 4632 KN OLBS 1.62 365 X 0.89 200 FILTER CAPACITY IS REDUCES BY 50%. GRAB TENSILE ELONGATION ASTM D 4632 0 24 X 10 DD 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.40 90 TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS MULLEN BURST STRENGTH ASTM D 3786 KPA PSI 3097 450 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE TRAPEZOID TEAR STRENGTH ASTM D 4533 KN LBS 0.51 115 X 0.33 75 PLAN VIEW AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. UV RESISTANCE ASTM D 4355 % 90 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 AFTER EACH RAIN. FLOW RATE ASTM D 4491 1/MIN/M2 GAL/MIN/FT 2 5907 145 ® PERMITTIVITY ASTM D 4491 SEC-' 2.1 2.7 0 *Note:All Dandy SacksTM can be ordered with our optional oil absorbent pillows �eeeecre Stabilized Construction Entrance (BMP 5A) Drop Inlet Protection Type I (BMP 31 ) 2 1 Scale: NTS Scale: NTS r TOP OF BANK - TOP OF BANK W \W . " . W W W W . .>..\ � W � W y W � �>W\ SEE WOOD STAKE WOOD STAKE CA W �• W W y;.W W W \ W\W W /W/V/W W W \ DETAIL THIS SHEET W W /y W W W W y� W W `y W W V• W W W y` \ some r W a W\W`` `a W W W W a\ a W W ^ W`J• W W J• W Y� FIBER WATTLE WWWWW� WWW� •PWWWWWWWWW�Y/V�� WWWWW� WWWW �•YWWWWWWWWW��\ FIBER WATTLES W W/ W W W i W /V` W W V• W W W�\ W V• % W W W W W!\ W W W W W W\\ SEE WOOD STAKE W W W W i W •Y/ `V•\W W W W W i �Iv� W V• W W W W W V• /W rc W W V• W W j /� W W W W W W W W W Y�\ W W W W IW W W W W W W W W W y' W W W W W W W W W W W W W W W L W W /W W W W W W �•Y\ W W W V• W W \\ W W W/•Y/W /V• W W W / W\ W W W W W V• ^W\ DETAIL THIS SHEET W i W W V• W W W W� V• W Y V• W W V• W W P/\ V• W W V• W W W W /V• W V• G W V•\ W W W V• W W\/\ W W W W W W i W /W i W W\ W i W iF W \ r W W /J• W W J• W W W/ W J• W \J• W W i j/W .D\ DO W W W W W /.y W W W W W W W W W/W W W W W W W W W W W W W W �• ///W� �• W W W W W W W W W \ W W W W /Y W W W W W W W W W W W W W W / W W W W W \ W/ W\ S/op W W W W W W /_ W W W W W ` C /W W W V. W W W W W W W W y �/W W W W . W W W W W W W W W W W V V�\y W W ` O W W W W V/ V• y W W W W W W W/ W y W W W W W W W W W y '{W'� W V• W V• / W V• W W W W W W/ V• W W V• W W W W V• \ � - W W W/ W W W W W W W W W W W W W W/ W W W W W W W W •l� W W W W W W W W W/ W W W W W W W W W W W W W W W W� W W W W W O WOOD STAKE \/\ /\ SLOPE SURFACE W W W W W W W W W W W W W W W W W W W W W W /{• W W W W L W W W W VJ� W W W W /W W W V• W W W L W W /W W W W W /W W /� W W W W V• W/ W W J \\\ /\/ W W r• W W r• W W W W r• W /W r• W W r• W W BOTTOM OF a W /r• W W r• W G W W V• W W W W V• W/ W V• W \� / \\ / CA BOTTOM OF CHANNEL CHANNEL Y W W/ �/ \W W �/ W W W W W W W •I/ W W W W W W W W W W W W W W W WUJ W W W W W W W l/• W W W W W W W \ W •T W W W W W W/ W W W W W W W W W W W W W W W W\ W W W W W W W W W W W W W W W W W / W W W W V• W W W V• W WT W W W W W W W V• W W W W W /V• W W /\\ /\ \` W W W W/yT'(Ve V• W W V• W W W W /• W W W W W V• W W \V• W W V• i y V• \ V• W W V/ W W /W W W W W W /V• W J• TRENCH /�\\ CS0 also \`W -W �•/ W W W \W\W W W W W W W W W W W W/ W W W ` W W �Y W W W V[ W W W W W /W W W W W W G/ W W ^�, V W W W Vr W W \W W W W Vr W W Vr W W W W/W W W �/W/W W W W W \W\W W /W W W l• W W W W W W/ W W -\GG� \ W W W W W W K \\ W W W W i y\ W W W W W W W W W V• W \•4\ W W V• W W W W W W/ W W W W W W W W W Z_ \/ C:1 co i W i JY• W W W W V• � W W W W W W/ V• W \W V• W W/ W W W W W V• /V• W V• � - 't W /t• V• W /OW� V• \\ W/ W V• W W W r% W W W \ W W V• W W W W W W W W W W W y W W W V• , NCD CD �• W W �1(� W W�W W W W W W /J• W W W W W W W W \W W W W W W/ W W W \ W W W/•I W W `� W W W W W W W W W W W W W �• W W W W W W W \��y W W W W W y W W W W \ W W r, W r-/ W W r, a \\ W r, W �• a W� W W y\\a r, W r, �/�a W W r, \\ W W W W W \\ /W W W CONTINUE ON OPPOSITE \'Y W W W W W W V• W W W V W W W W W W W W SIDE OF CHANNEL - \ W W W W W \ i W W V• W W \ W i W \W W V• cc z o0 Fiber Roll Install (BMP 35) Fiber Roll (BMP 35) Fiber Roll Stake Section (BMP 35) CA CJ 3 Scale: NTS Scale: NTS Scale: NTS Revisions FASTNER-MINIMUM NO. 10 GAGE WIRE 1 nl/ (4 PER POST REQ'D) POST SIGN NEAR BASIN FILTER FABRIC CONCRETE 1I 4 WASHOUT ELEVATION \\ %' /\\ -�\\/\/ EXISTING GROUND FILTER FABRIC \ \\ \ \ \ z_ EXISTING GROUND 10 MIL(MIN.) M `o �7_ PLASTIC LINER w SEASONAL HIGHEE p < WATER EL. COMPACTED NATIVE MATERIAL �,��\ NOTES: 6"MIN. 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 FABRIC ANCHOR DETAIL RECEIVING AGENCY AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NOTES:TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. Fs 3. BOTTOM OF BASIN TO BE CONSTRUCTED A MINIMUM OF 3-FEET ABOVE THE ESTABLISHED SEASONAL 3 THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE ��-o HIGH GROUND WATER LEVEL. Project No.: 121027 FINAL GRADING AND SITE STABILIZATION. 4. REFER TO IDEA BMP NO.46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS. Date of Issuance: 10-25-2021 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR Project Milestone: Permit Set 3 WOVEN. NOTES SWPPP 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. 3.0 SQ. IN. SWPPP Details I's Silt Fence Install 1 (BMP 36) Concrete Washout (BMP 13) Temporary Sediment Basin (BMP 46) 6 Scale: NTS Scale: NTS Scale: NTS 1 . 55 1 APPROVED J /'d T H E Darr: rziosizl LAND FILE NUMBER:FP-2021-0059 — G R O U P 7'ACHD SIDEWALK 7'ACHD EASEMENT SIDEWALK EASEMENT 50'R.O.W. 10' 25' 25' JOINT TRENCH UTILITY 95 16.5' 16.5' 9.5' EASEMENT 5' LANDSCAPE LANDSCAPE 5' 1' (TYP. BOTH SIDES) STRIP STRIP 1.75%% 2% 2% 1.75%0 f- -� 5"THICK CONCRETE SIDEWALK STANDARD 3" ROLL CURB AND 5"THICK CONCRETE SIDEWALK PER ACHD SUPP SD-709 4-IN OF 3/4"MINUS CRUSHED GUTTER PER ACHD SUPP SD-702 PER ACHD SUPP SD 709 AGGREGATE BASE,TYPE 1 OR STANDARD 6"VERTICAL STANDARD 3"ROLL CURB AND CURB AND GUTTER PER ACHD GUTTER PER ACHD SUPP SD-702 2.5-IN ASPHALT, SP-3, 0.50-IN (1/2") MIX PG-58-28 SUPP SD-701 OR STANDARD 6"VERTICAL 4-IN OF 3/4'MINUS CRUSHED 4-IN OF 3/4" MINUS CRUSHED CURB AND GUTTER PER ACHD AGGREGATE BASE,TYPE 1 AGGREGATE BASE,TYPE 1 SUPP SD-701 10-IN OF 6"MINUS UNCRUSHED* CONSTRUCT FULL DEPTH ROADWAY BASE SECTION CONSTRUCT FULL DEPTH ROADWAY BASE SECTION AGGREGATE BASE *NOTE: EXTEND 6"MIN. BEYOND TOP BACK OF CURB EXTEND 6"MIN. BEYOND TOP BACK OF CURB COMPACTED SUBGRADE WHERE CLAY SUBGRADE IS ENCOUNTERED THE PIT RUN SECTION MUST BE INCREASED TO 14-IN Local Road Typical Section 1 Scale: NTS r W W a_ FINISH GRADE PER PLANS a a� 30'COMMON LOT 6"x12"CONCRETE BAND RADIUS Q U 10' 10' ASPHALT PAVING PER PLANS11 O 12"RIBBON 12 CURB d O VARIES 2% ° VARIES ° 2/o 4 aCia \/--Jill M W Q \\\/\ C3 mom CD 2.5-IN ASPHALT CONCRETE AGGREGATE BASE AS 4-IN OF 3/4 MINUS CRUSHED �\\/ \/\\ /\/ \/ SPECIE ED Cn � AGGREGATE BASE,TYPE 1 ��/\\%�\\�\.�\�\\j� 12-IN OF 6"MINUS UNCRUSHED COMPACTED SUBGRADE NOTE: AGGREGATE BASE Q PROVIDE SCORE JOINTS AT 104"O.C. COMPACTED SUBGRADEcc Shared Driveway Typical Section Concrete Ribbon Curb = Q 2 yyp 4 Em O = CD Scale: NTS Scale: NTS � Q w 0 Revisions 1. 6-FT CHAIN LINK FENCE 6-FT VINYL FENCE RIDENBAUGH CANAL SIDE ADJACENT TO LOTS 5' 10, 5' J U VARIES— 5' 5' VACS 1.75% 1.75% V AR\ES VARIES 2-IN ASPHALT CONCRETE o4�C3��pGSAL 4-IN OF 3/4"MINUS CRUSHED AGGREGATE BASE,TYPE 1 NOTE: 109 1 SEE SHEET C1.03 FOR OTHER DETAILS. JT�TF OF � N DEN Pathway Typical Section 10/2(P/2DZ1 3 Scale: NTS Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Details Roadway Typical �d Sections L_ C2m01 IE iDE� IAN Sheet Notes: OOF _= APPROVED STA:70+32.85, OFF:48.08'L I 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. rj 1''�� THE TBC: 2687.17 I LAN D 12/06/21 I oars: I 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL . FILE NUMBER:FP-2021-0059 11 STA: 70+73.52, OFF:45.37'L I SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 _� G R 0 U P \ 1 TBC: 2687.04 I SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. QI FG: 2686.99 / 1 5.10% FL: 2686.63 I 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE O STA: 70+26.83 ° OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: \ OFF:40.86'L U) 0 o FG-FINISHED GRADE ELEVATION / / ^ 0 o I MX-MATCH EXISTING / 00 �' I TC-TOP OF CONCRETE 5.00% 0 0 '- o FL: 2686.49 I TBC-TOP BACK OF CURB 5.13% FL-FLOWLINE ELEVATION FG:2686.92 ,= FG: 2686.98 FL B-FL WLINE GRADE BREAK FL: 2686.56 00 ---- ` G 0 / \ 0 0 STA:70+83.79 O \000 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. o OFF:37.13'L \ r FG:2686.85 00 r \\ STA:70+23.25 FL:2686.43 \ 1 650% OFF: 30.86'L R2S ' F\2686.91 \ - - -- - I FG: 2686.78 1�5°�° STA: 70+32.08, OFF: 33.14'L TBC: 2686.95 Keynotes: o `- STA:70+30.81, OFF: 30.31'L STA: 70+80.02, OFF: 31.05'L 1. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER TBC: 2686.90 TBC: 2686.83 ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO 0 0 THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. 0 0 0 0 \ 1 STA:70+97.81 00 0° �h OFF: 24.86'L FG: 2686.53 I \ 0 Q 2. CONTRACTOR SHALL CONFIRM AS-BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN FL: 2686.33 RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES STA: 70+19.81, OFF: 19.43'L c��° FG: 2686.60 _ _ _ TBC: 2684 FL: 2686.26 \ s C 0 0 00 00 a o 00 0 0 0 STA: 71+08.94, OFF: 16.50'L o STA: 70+93.16, OFF: 20.26'L 00000 ° o TBC: 2686.35 r TBC: 2686.58 1.39% __ ___ --- -- -- - W 5 29 FL: 2686.02 P�SIF 2k� FL: 2685.95 M Q1 + 1.56% \ 0 rP� cPj 2686 CL U O W Red clay way \ 0co ^� � 70+50 CM S Border Way ►J T- - 71+00 � - - - � - - - - -�- - W 0 C� also 2.00% Q �Lr� O]LL O ~� oc � co o M N�' z U�- Q FL: 2686.24 '- O O = CD Z \ GB: 2685.97 pC 2 �� CAw Q FL: 2686.32 + M GB: 2686.16 o co a Q N 1.85% I- N � --- 00 U_ FL:2686.21 Revisions M O O ° 0 1--\ 00000 ° co C O, 1. I o o 0 0 p \ FL:2686.28 b�J 0 ° ��. 0 0 STA: 71+21.71, OFF: 16.83'R do CID 00 0 0 TBC: 2686.58 0 GB: 2686.45 Cpp FG: 2686.95 \ o \ FG2686.88 rFG. 87.08 .7 \ \STA: 70+46.06 FL: 2686.72 FG: 2686.85 STA: 71+17.06 \ 1 STA: 70+54.15 5.00° OFF:25.12'R 1 \ OFF: 24.17'R 1 OFF: 28.91'R � % 000 \ \ o GB: 2686.87 STA: 71+08.96, OFF: 23.29 R \ 0 0 0 9 TBC: 2686.84 \ FG: 2687.15 0° o \ 3.35%oo �p ° FL: 2686.81 � \ r STA: 7187.27 , OFF: 30.37'R / \ \ � TBC: 2687.27 - - - - - - - FL: 2686.92 2 G\ST 0r,�� \ \ ° FG: 2687.10/ / 109 1 \ a� 0 .50% \ STA: 70+64.46, OFF: 36.85113 ° \ STA: 71+07.78 1 /� .r� �o \ ` TBC: 2687.37 \ FL: 2687.00 o T OFF: 38.54'R / J� F OF \,O DEN \ 2.49% FG:2687.17 I 10/2(p/2DZ1 \ \ Project No.: 121027 Date of Issuance: 10 25 2021 \ \ STA: 71+01.70, OFF:44.64'R \ Project Milestone: Permit Set \ \ TBC: 2687.57 \ � GB: 2687.17 \ \ Details Intersection Details W. Red ClayWay/S./S. Border Way & W. Timberwood Drive \� R� 1 y y Scale: 1" = 5' L_ C2ml 0 CE ItI Sheet Notes: THEAPPROVED 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j ��1'�� 12/06/21 LAN D DATE 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL . FILE NUMBER:FP-2021-0059 SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 GROUP 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 i TBC-TOP BACK OF CURB FL-FLOWLINE ELEVATION GB-GRADE BREAK 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. i FG: 2674.65 � � / Keynotes: 1. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO o�p THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. STA: 76+83.03 1 OFF: 18.50'L 2. CONTRACTOR SHALL CONFIRM AS-BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN STA: 77+12.71, OFF: 16.50'L iLP i FG: 2674.74 ��'� ��5� TBC: 2674.14 RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES \ A 1-1 ,p�,r� STA: 77+06.646�4F: 16.50'L v i TBC: 2674.57 o x s p l o � 11x i �� s W .�� STA:77+05.97, OFF: 16.50'R / FL: 2674.61 FL: 2674.51 6,� TBC: 2674.58 mime i FL: 2674.37 i . STA: 76+97.42, OFF: 13.89 R GB:2674 47 TBC: 2674.68 FL:2674.43 STA:76+91.20, OFF: 12.00'R \ \ o o,�,� \ 5p STA: 76+74.87, OFF: 13.16'R o°°° ' TBC: 2674.78 Olei TBC: 2674.97 so 11 / i 0 �. FG: 2674.72 S FG: 2674.81 \ / \ GB: 2674.69 STA: 76+82.72 1 C OFF: 18.54'R i STA:76+63.23, OFF: 21.32'R i LU C2 TBC: 2674.97 � .000 FG: 2674.96( � A � also N FL: 2674.45 y � 1pkpo � ° 121°�°'�° STA: 76+66.67 - 1 \ � GB: 2674.84 0°° OFF: 28.50'R \ , FG: 2674.89 STA: 75+99.24,OFF: 14.78'R jFL: 2674.37 TBC: 2676.02 STA:76+29.46, OFF: 21.32 6° \ TBC: 2675.23 \ FL: 2674.67 "' ° GB: 2674.71 STA: 76+57.99,OFF: 36.651R - z FG: 2675.26 Sap I° G TBC: 2674.73 I cc Q / STA: 76+26.02 \jd'sr� FL: 2674.57 2�gGe' ��`o \ I O = O / O 9°1° STA:76+60.58, OFF: 48.05'R \ LU :,-- OFF: 28.50'R 6� \ y C m � GB: 2674.52 TBC: 2674.58 1 _ \/ STA: 75+92.31, OFF: 16.50'R _ STA:76+34.70, OFF: 36.65'R GB: 2674.16 STA: 76+62.12, OFF: 54.98'R X TBC: 2676.15 FG: 2675.18� TBC: 2674.94\ TBC: 2674.49 \ Revisions / \ \ GB: 2674.07 \ STA: 76+32.11, OFF:48.05'R GB' 2674.20 oop i \ TBC: 2674.62 \ R15 GB: 2674.07 STA:76+30.57, OFF:54.98'R TBC: 2674.49 .000 i)NAL GAST \ 109 1 OF 0 \\ � N DEN 10/2(P/Zozl Project No.: 121027 \ \ Date of Issuance: 10-25-2021 y Project Milestone: Permit Set a v v Details o � v v Intersection Details U S. Border Way & W. Rio De Plata Drive \ \ \ C2ml 1 Scale: 1" = 10' CE ItI Sheet Notes: THEAPPROVED 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j ��1'�� 12/06/21 LAN D DATE 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL . FILE NUMBER:FP-2021-0059 SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 GROUP 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: 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. I I I I I I 2. CONTRACTOR SHALL CONFIRM AS-BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES I I I I STA:206+66.72,OFF: 16.50'L as TBC: 2668.48 o I r STA: 206+64.51, OFF: 16.50R STA: 206+60.65, OFF: 16.50'L I R TBC: 2668.II I I7 TBC: 2668.52 3 UJ STA: 206+58.57, OFF: 16.00'R CAI R15' TBC: 2668.66 I a I R15 STA:206+52.06, OFF: 13.941L TBC: 2669.08 0 _ STA: 206+50.02, OFF: 13.90'R GB: 2668.73 I TBC: 2669.11 1 0:-R12 `I'f I GB: 2668.78 Rr2 -I, v M - I I STA: 206+45.11, OFF: 12.001E TBC: 2669.16 STA: 206+44.52, OFF: 12.03R - - - - - - - - - - J 24'BC-BC TBC: 2669.19 - - - - - - - - - - - - - - - - - - - - - - FG: 2669.40 6.86% 5.40% FG: 2669.23 � - - - - - - - - - - 1 STA: 206+37.07 FL: 2668.79 FL: 2668.75 - - - - - - - - - - - o ° � OFF: 21.00'L ti o� STA: 206+36.26 1 - - - - - - - - - - - - - - - - - - - - - STA: 206+29.54 ° a' oo Lp o°° r` OFF: 20.64 R - _ 1 FG: 2669.48 -_ 0? 6' 2 .7 .o °°g / \ - � - - - - OFF: 28.501E � FL:2668.89 � r �9 668 8 ` O STA:45+64.17, OFF: 13.83'R 8.33% ��° FG:2669.32X FG: 2669.71t GB:2668.95 7.50% / _ _ _ _ CM TBC: 2670.67 FG: 2669.82 � o.� STA: 206+29.22, OFF: 16.99'R FG: 2669.38 STA: 206+28.43 O STA:44+73.08, .91'R � - - STA:45+72.74, OFF: 16.42'R T ° � GB: 2669.14 I TBC: 2669.28 ��/ OFF: 28.50'R TBC: 2669.48 TBC: 2670.95 1.75/° 1 0�° STA:44+61.11, OFF: 16.43'R --------------------------------- o v � STA:206+29.73, OFF: 17.59'L 1.75% FG: 2669.47 N TBC: 2669.26 UJ --- TBC: 2669.57 o o s 4 o 000o°o STA: 206+25.97, OFF: 21.33'L I o C STA: 45+78.74, OFF: 16.421R TBC: 2669.95 °V U `� - ------------ -- °I° ------------------------------------- TBC: 2670.80 GB: 2670.25 85 GB:2669.60 STA: 206+24.94, OFF: 21.29'R TBC: 2669.31 053° R FL: 2669.71 � STA:44+67.11, OFF: 16.43'R STA:45+57.51, OFF: 11.921 1.54/° FL: 2668.87 TBC: 2669.50 TBC: 2670.39 GB: 2669.97 FL:2669.80 1.21% GB: 2669.06 I FL: 2668.90 STA:44+84.24, OFF: 11.93'R S Summerson Ave TBC: 2669.41 S Summerson Ave 2669 _ m 6�0 T - U 46+00 - _°"° I- - - - 1 - c) _ c z N 45+00 co - �- - - - - - O = < CD FL:2669.97 0 � _ / GB: 2670.14 1 �`�� 0 1.03% CJ GB: 2669.01 STA: 45+57.50, OFF: 12.081E + -- TBC: 2670.55 FL: 2669.87 N 85% GB: 2669.85 FL:2668.92 STA: 44+84.23, OFF: 12.091E 266g FL:2668.89 TBC: 2669.43 r. I STA: 205+90.34, OFF: 21.33'L 0 53°�° STA:44+78.43, OFF: 13.99'L Revisions c' ° ° ° TBC: 2669.46 1. ---------------------------------------- -------- ' ° TBC: 2670.16 STA: 205+91.38, OFF: 21.29'R -- o ° ° �o STA: 205+86.59, OFF: 17.591E TBC: 2669.33 T TBC: 2669.86 / 1p ------------ -------------------- cc 0 1.75% STA: 265+87.09, OFF: 16.99'R ° FG:2669.46 J J T h 1.75/° _ L°00 L FG: 2670.04 Q� GB: 2669.40 TBC: 2669.30 o STA' 205+86.77 FG:2669.95 I FG: 2669.37 STA: 205+87.88 LIC' '��_T 1 FL: 2669.24 FL: 2668.80 7.35% co 0 OFF: 28.50 L FG: 2669.32 OFF: 28.50 R _ 8.30/ � LL �V.- CD � � � � FG: 2669.84 0 °°o o � o °�° °°� ,� � - - - -r- L0 + O� 1- �oo°° �. 00U O+ C\i+ Q co U 1 STA:0205 21.00 L 6.83%'° "' `" �°°° STA: 205+80.05Cd 0 0 FL: 2668.77 °°°� r OFF: 1 oO OR - - - - - - - - - - - - - - - - - - - - - - - co co FL: 2669.15 C of v r, - - - - - - - - i- m- - - `" `* `" - - -N FG: 2669.75 5.27% + o + S r,/ r FG: 2669.24 � 24'BC-BC \ - - - - - - - � N - -� N- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q U Cf) U) F°O- STA:205+71.20, OFF: 12.00'L STA: 205+71.79, OFF: 12.03'R N 6 6 TBC:2669.52 I TBC: 2669.21 I R12, G6: 2669.09 GB: 2668.80 R12' ! I 1 STA: 205+66.29, OFF: 13.90'R STA:205+64.25, OFF: 13.94'L TBC: 2669.11 T I BC:2669.48 I RrS, I R15 - $ZpNAL EN I I 4�5 �,G\ST STA:205+57.74, OFF: 16.50'R O STA:205+55.66, OFF: 16.50'L TBC: 2668.99 TBC:2669.45- 1 109 1 I I I I I �T�TF \oP�o -------- OF I I c I 10/2(P/2D21 � ea I Project No.: 121027 Date of Issuance: 10-25-2021 d I a3 I y -------1- I 0 i Project Milestone: Permit Set Details I 3 I Intersection Details S. Summerson Way & W Rio De Plata Drive 1 C2ml 2 Scale: = 10 IE iDE� IAN- �J Sheet Notes: APPROVED 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j THE1'�� 12/06/21 LAN D oars: --- - - - - - 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL . FILE NUMBER:FP-zozi-Doss I - - - - --- - - - - - - SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 � GROUP -- _ - 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: ------------------------ 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 2667 Curb Legend: r STANDARD 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 W 86+50 STANDARD 3" ROLL CURB AND CAI `- - GUTTER PER ACHD SUPP SD-702 W Evening Sun St - 8�00 - - _ _ _ � _i - - _ _ _ - _ 85+50 _ -- - � _I _ � _ ------------� CL 26 O co COD :0 W Q CID awo CD Cn STA: 86+45.42, OFF: 16.50'R - -- - -- - ------------ -----__ TBC: 2666.97 ---- - -- - a) STA: 85+57.23, OFF: 16.50113 I TBC: 2667.52 STA: 213+02.23, OFF: 29.57'R c z Q STA: 213+19.43, OFF: 18.32'L TBC: 2666.61 FG: 2666.71 i O = O O y CJ TBC: 2667.19 FL: 2666.31 �� 8.05% w LU 0 IFL:2666.82 0 o STA: 212+97.77 / FG: 2667.23 oho 000 o OFF: 31.20'R O 1 8.30% co° 0 0 ti 000 T Revisions - - _ _ _ 0 o j FL: 2666.21 00 0 / STA:213+17.02 0 1 1 o 0 0 v - / OFF: 22.41'L 00 �� FL: 2666.71 \ 5.18% - - - - - - - - T o FG:2666.62 �FG: 2667.32 0O STA: 213+10.78, OFF: 16.51'L 7.67% TBC: 2667.02 / \� STA: 212+96.71, OFF: 22.67'R � I _ _ \ TBC: 2666.46 - - --- -J STA: 213+10.06, OFF: 16.50'L - - - - - - - -- - - - - - \ TBC: 2667.00 - \ \ \ ��G\ST .lam STA:212+80.26,OFF: 16.50'R \ \ TBC: 2666.69 v 109 1 MIN \ \ CO) OF \QP \ a- \ N DEN \� \ E \ 10/2(p/2DZ1 Project No.: 121027 y Date of Issuance: 10-25-2021 y Project Milestone: Permit Set ;r Details Intersection Details 6 �t Eo W. Evening Sun Street & S. Summerson Way C2ml-- 1, - 1 3 LL�o ycale: l - 5 IE iDE� IAN- �J Sheet Notes: `�" ��_„ APPROVED 1. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL % �'�'� T H E DATE: 12/06/21 SAND/GREASE TRAP (ISPWC SD-624) OR NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF �nIQNUMBEA FP-2021-0050 SEDIMENT MANHOLE (ISPWC SD-61 1) DRAINAGE FACILITY TO PROVIDE 3' MIN. CLEARANCE BETWEEN . LAN D 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ FINISH GRADE GROUNDWATER AND THE BOTTOM OF THE FACILITY. UNTIMELY GROUP 2' RING & OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN 2 NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS THE CONTRACTOR. ISPWC SD-617 AND DRAIN ROCK (NP) TREES & SHRUBS00 -III °e_s a III=III=III P Q �, ARE NOT PERMITTED -I 1=III=III=11 2. BOTTOM OF SAND LAYER ELEVATION IS THE MINIMUM EXCAVATION. ON TOP OF SEEPAGE OBSERVATION = I= = - =III=III11 °e b °e °e o 0 -1I I=1I I-III III- =1I I- °' Q ' WELL III 11 I I I III-111- B E D00 -1I11I II11I1 - - E ELEV BOTTOM PERF < \EE COVER ELEV BOTTOM BAFFLE � NOTES 5 o 0 0 0 0 0 0 18" o 07 0 0 0 0 0 SEE 0 O 0 0 0 0 0 0 0 0 O 0 O 3 NOTE 11 0% SLOPE STD 0% SLOPE \j\\NATIV/E\\/!\\ 5 ° A / o \�\ SOIL \\�`/ PLAN CONCRETE COLLAR \\�\\i J N.T.S. WAS VARIES-SEr2" WASHED \\ �.!/\\ \\�\ Groundwater Note: DRAIN ROCK PLAN SHEE w 1. GROUND WATER DATA FOR THIS SITE IS BASED UPON SITE CONSULTING, 5' OF 18" SOLID o Q LLC. GEOTECHNICAL REPORT FILE NO 21831-A, DATED SEPTEMBER 10, ASTM C33 ','.:. ASTM C33 WALL PIPE WITH 1.5-FT 2021. GROUND WATER IS ESTIMATED TO BE BELOW 50-FT FROM ':•.FILTER SAND::;` :'FILTER SANDImo- �I >: ~ 18 4" OF PIPE BEDDING ~ ;,.:...:.:. ._. - - T o EXISTING GROUND m NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN� MAX HSGW o A b.', m. F4 MINIMUM OF 1-FT TOP AND BED NON-PERFORATED ELEVATION SIDES ONLY TO PERFORATED PIPE =III III SECTION W 8 ;1U1,1I 3 N.T.S. NOTES:1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. w 6 SECTION CONCRETE COLLAR 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE m MAX HSGW ELEVATION > N.T.S. 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS 4 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS w 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE _ 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES o 9. BED WIDTH SHALL REMAIN CONSTANT 9 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: UJ 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED C4 FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: 0 " 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED R" --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 4" 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 O INLET/OUTLET PIPE SEE PLANS FOR PIPE 2017 ACHD REVISION CONFIGURATION SIZES AND REQUIREMENTS (TYP.) O 201 7 SEEPAGE BED WITH STANDARD DRAWING IDAHO STANDARDS y ACHD STORMWINES DESIGN OPTIONAL CHAMBERS FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING GUIDELINES BMP 2O CD SHEET 1 OF 3 CONSTRUCTION OBSERVATION WELL S D 6 2 7 (ACHD SUPPLEMENT) 1 OF 20 0 U GEND SEEPAGE BED INFORMATION TABLE LEDs WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER PLAN Ll DRAINAGE SG TOP OF BOTTOM BOTTOM O 2 OR 3 BOLT LID WITH 9/1 6" HEAD AND SAE THREADS, GASKETED ACHD SAND AND GREASE TRAP O3 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) BED N0. LENGTH WIDTH DEPTH 12" MAXIMUM GRADE RINGS. IF GREATER THAN 12" SG ELEV ELEV ELEV ELEV BAFFLE Qwq AREA TRAP ROCK OF ROCK OF SAND O 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- IS REQUIRED USE MANHOLE CONE SECTIONS. NO A B C D SPACING cfs _ 1 2.11 AC SG 1 2669.56 2658.06 2656.56 100-FT 10-FT 11.5-FT CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS RIM: (E) 9"MIN. 1 2668.41 2668.31 2667.81 2667.56 18" 2.72 � 2 3.10 AC SG 2 2666.11 2655.11 2653.61 153-FT 10-FT 11-FT PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" FINISH GRADE VARIES 2 2664.96 2664.86 2664.36 2664.11 20" 4.00 = z PIPE. DRILLED WELLS MAY USE 4" PIPE Q 3 2.43 AC SG 3 2667.34 2655.84 2654.34 115-FT 10-FT 11.5-FT 0' NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK 3 2666.19 2666.09 2665.59 2665.34 18" 1.20 POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY TOP: (F) 4 26651.95 2665.85 2665.35 2665.10 18" 1.25 O EE O 4 1.81 AC SG 4 2667.10 2654.60 2653.10 80-FT 10-FT 12.5-FT BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. w Q USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES (B) 5 2663.62 2663.52 2663.02 2662.77 20" 3.14 p 5 0.93 AC SG 5 2664.77 2655.77 2654.27 68-FT 8-FT 9-FT (C) NOTES: INVAN:(A) INV-OUT: (D) y 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR 2411 Revisions STORM DRAINAGE FACILITIES 1 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD SAND AND GREASE TRAP 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION (PER ACHD SD BMP-01) ACHD Seepage Bed Detail 2 Groundwater Observation Well Detail 3 1500 Gallon Sand & Grease Trap Details 1 Scale: NITS Scale: NTS 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. ��SZONAL ENG o� ��G\ST 109 1 s� �o �T£OF \OP 9SoN DEN 1D/2(/2021 Project No.: 121027 Plans Are Accepted For Public Street Date of Issuance 10252021 Project Milestone: Permit Set - Construction Details By stamping and signing the improvement plans,the Registered Engineer ensures the ACHD Drainage Details 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. o= Acceptance of the improvement plans by the District does not relieve the Registered E Engineer of these responsibilities. �z BY DATE: C2m5O ADA COUNTY HIGHWAY DISTRICT CO !29 Sheet Notes: ,�_., B1 L02 � � i / � l - /► APPROVED l l / l / l i/ / „� l / 11 / , l l I I - 6,627-SF / / / - / 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =� . THE oars: 12/06/21 o IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAN D FILE NOMBER,FP-2021-0059 / / N M // / ,// / - / �•�. a i � � � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • / m � �� , - . GROUP h' / / / / / ; / , 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN B2 L02 / APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO o s m _ / `•• CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES / z' /M h� / 5,592 SF / / p � o�� 1 , r /1� � � / / / � DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT I V$ 000a a / co m / � p � l m ��l / /� N�• / .� i / / ; � LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE o 0 4 PIRR m / l \ CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL V o ; T / STA: 2+52.90,OFF:49.24'L DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO TBC: 2686.39 / _ co co �� o, �4°p/Rro� � � �� V � �o o� EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE / p w' / `ter ` �, . m N m T STA: 2+16.47, OFF:44.32 L a,o 00� co CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 'cpp / CO STA:0+86.52,OFF: 8.00'L _ /��'p a �' N`" ` TBC: 26%35 �6d'6' o� \ - �,T �`� DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS / �v Q Li 1y • coo ca Co r B B B 0 R .. �- / _ _ EDP: 2686.23 w' o N' m o N r�� - N 6 � PRIOR TO DIGGING. CD STA: 0+67.55, OFF: 8.00 L` rn Q' CO- / ��' I 6 En"- . / m '- o m o En _ - _ - SP / EDP: 2685.801 \`� o ` \ CO ~ RR 4"PIRR -o �; 3. COMPLY WITH ALL NOTES ON SHEET C1.00. o, V�o d� �� o B�01 A �- a + SAWCUT / 8 N�m �Q,,� o + 1 s o° Co _ } Cl) _ _ k �\ 5 LINE ? / Q�h �o// m + -- -a- - - = - - N 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST M� o -Q t� b� o� EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL N �,h -�� + �`1 - -- r - SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. „ U) M + 7,9"W o 3 _ 5. . 1,cp Q o h o 6 rn _ � � •• LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5 00% CO `�' w CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 3 END CONSTRUCTION STA: 0+67.5EDP: 2 805 80 6, R2 Q EVC: 1+26.02 �� / N 12"W --- 12"W - - STA: 3+75.80, OFF:0.00' m WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY 6' 3 o DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM STA:0+86.52, OFF: 8.00'R c, co o o - 12 W // `b 260� 12"W / 4+00 SLOPES. r / EOP: 2686.23 �`� v m cc C, STA: 2+18.03 �' 1 m / o v m ( 260 3+00 w m STA: 1+06.24, OFF: 2.34 R - STA: 70+67.99 - -m EDP: 2686.66 _m 2+00 +� - / i - � - -F- / - - co � STA: 0+95.48, OFF: 6.38'R a, � M - co - ---- 2688 Roadway & Drainage Notes: EDP: 2686.42 �26 6 '%& - 4 \ � $ PT STA:2+05.29 � 1 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. o' °' / 2 / _ -� - - / M 1 \ 1 0�� 3 i / 2688- / o .L\ / \ CO� - - �' - 2 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC co c�' / o �> L - 3 26$0 cq 6' - SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH M I \ �o �w� _ _ _ _ - - - 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. _ __ - T - �- �'J - 3. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH CIDm Q o O �' W r� Q� 2 / / �� Q� / � m / / \ o, I o_ _ ,tea' oo / �_ _ _�_- - - -- - - _ - -�-_ -o _ - TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED • m /� N rnrn - _ �`� � 2690- „�-,� 608 =_ - - - ..- CD Mb - - - 2 o INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. 2689- - o; 00 rn o 00 0 `� ADHESIVE MATS ARE NOT ALLOWED. LU v��'�• �� 1 cy mr do (0 + "�M �o�� -- cam -2688 - - - ti � t�n coo + NM �j •. C �_ �r 00 � + 10 + N M 6 Q m� 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL Milli ,- �� M "' `�'`�' _ m `. HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE CO �, V m Cli o 0- � - --2688 ~`n - RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. 17 CD / I / m / - // 4 Q1 o C0 - - / -- -- 5. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER C\ISTA: 1+85�13, OFF: 50.37'R / TO ISPWC SD-301 AND ACHD SUP SD 303 AND SD 806 FOR ALL ASPHALT TBC: 2686.45 - . 60 � G G G G G G G G REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. G ( G I �G G / G u `Z / G / CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY STA: 1+84.14, OFF: 54.24'R 7 STA: 2+08.62, OFF: 66.20'R APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD TBC: 2686.38 / �C: 2686.38 - -- -- - I� RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION 6. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB&GUTTER TO 6-IN 0 20' 40' VERTICAL CURB AND GUTTER C W Timberwood Drive 7. CONSTRUCT TEMPORARY DRAINAGE SWALE 33'Wx40'Lx1.5'D.WITH 4:1 Horizontal Scale: 1" - 20, SIDE SLOPES. BOTTOM ELEV: 2684.88,TO ELEV: 2685.33 W Q 8. CONSTRUCT 6-IN VERTICAL CURB (NO GUTTER) PER ISPWC SD-710A 2694 2694 W. Timberwood Drive: ta. -0+40 4+00 _ HORIZONTALSCALE: 1" 20' VERTICAL SCALE: 1" _ Curb Legend: 2692 2692 STANDARD 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 z OPVI STA: 0+76.02 ______________ STANDARD 3 ROLL CURB AND cc = PVI ELEV: 2686.61 GUTTER PER ACHD SUPP SD-702 w Q K: 28.97 CA 2690 LVC: 100.00 STA:3+75.80 2690 N O N 00 EL: 2688.25 1 CID 71- CID co PR POSED GRADE AT CENTERLINE Revisions N 00 N 0o END CONSTRUCTION O N N + + PHASE 1 • _ __ _ _ __ _ Signage Keynotes: 2688 0.55%� r --- 2688 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. Lq EXISTING GRO ND AT CENTERLINE 2686 N _ --- 2686 + o _-- o � -- N /- M w ------ Signage Installation Notes: 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD 2684 �000l° 2684 STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS,VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND i APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL.ACHD APPROVAL IS NOT GUARANTEED. ANAL CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY 5g1 2682 2682 ACHD IS PROHIBITED. o�� G\ST 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE 109 1 BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. qTE OF \�P 2680 2680 JqN DEN 10/2(v12021 Project No.: 121027 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 10-25-2021 A CENTERLINE ATCENTERLI E Project Milestone: Permit Set 3 2678 2678 Roadway Plan & Profile co m M r T N CD M o °° N `i' CD 1- 00 M o N W Timberwood Drive co co CID V N O U? O coM Co I- O N 00 M O O O O O O O O N N M L!-) i U-) 00 L!-) V1 Ln U-) T Co Co 00 00 00 00 co T co co 00 DD N 00 M 00 00 Ln 00 W O DD O DD Co co O co co 00 ~ 00 00 00 00 ~ 00 ~ co co ~ c0 DD co DO c0 DO co DO co 00 00 00 00 COco co co co co 00 00 M 00 co W co M co co 00 Co CO Co Co CO Co Co CO CO Co Co Co Co Co Co Co Co Co Co Co Co Co Co N N Co N Co N O N O N O N CO N O N O N O N O N O CV O N O N Co CV O N O N O N O CV O N O N O N Co N N N N N N N N N N N N N N N N N N N N N N N E o -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 C101 4- ( - - c�( Sheet Notes: ,— _ THE i 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE / APPROVED � � � A I � � � �� v � -- � / / � - � \ EVC: 1+26.02 l \ I �/ - - 6,625 SF rn 1 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF oAr�: ,z,o6,z, v v I LAN D --61-t0� � - -- � l � N N T 6,o MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. HIE NUMBER:FP-zoza-Doss o PC STA: 1+27.g I \I _ - - --_- • m o `��- NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. 5 ,� 6�1��04 6,625_SF v N _ N` _ . GROUP 1 �� - / \ ) t , 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN B1 L02 �B1 L03 6,625 SF \ \ / o l APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO I 6,627-SF V_ - CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES SEE SHEET C2.10 FOR _� , LO N � � , DAMAGE PREVENTION THE CONTRACTOR SHALL DETERMINE THE EXACT I / \ I I, o m o ��r LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE INTERSECTION DETAILS \ _ _ o c6, i _ ro r �i� _ / RE TO �, CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 4 co �� 'y� "' 1 �`�° DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILU ••"- _ - ' , , � d �� - EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE N \\ \ \ \1 I \ 0 ( 2688, / wcO ( �� '� \ �/ coi / ' / -` g G l '- ' CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR C3 01 I �� v 1 \ J \ \ I e Shee I I T J a J S \ I \ O°,o / CoN f /� _ o _Y- _ - DIG-LINE (/342-1585 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS 1 p '� \ � I m o \ - -+ � - �- - - _ _ , , j PRIOR TO DIGGING. cli/ N N" \ N" I \ _ - = Q- - _ ; , = �D S 21 3. COMPLY WITH ALL NOTES ON SHEET C1.00. s _ \ y mo mo \ mo mo o 3 - - M + R2S, 1 \� o -� ) - - ,� — __ SSA 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST ' Co 3 • 5 _ + - + +, - - - - - - - - - - - ��,,' ��- - - -, $ '68 EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACKFILL -r- - 1 Q'� - - - - - - - - - - _ - '_ __----- SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. M MTR r I— Q _ Q 3 N o ` 5 29 = cr' WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY "' \ — _ _ — i ' S T4+00 w 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. LQ P�SIP 2kp a ` ' \\ I\ —a)— _ _ -� ---- \ s \ - ' CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES --------- -----_— - - - - � g'SS �268 o --------------- - _ - 1 \ _7_ - ---- -- g" DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 8 SS 2 \ ^�' SLOPES. 4 I \g��SS\ 3 - rn g�� 73+00 _ 682 - ■" Red Ci�a ao o� o`��o— 8' S 71+00 5 oc U w 8'SS m `2 ��683y Way 0 �� o ��, _ - _ _\8 SS �, 72+00 _ — 68— sq --r-- Cv U 4 ___ -- ---- — — Roadway & Drainage Notes: N 4 N l �- m in �� \ $ a w / \ � W 3 V� �� N �� 7�0 �4� 268i5 caj `�' �c��ti `tid"W _� d �i 9� 1 - rQ _ 8 W 5 8 W \ g W ti g `�� ____ \ , 26� 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. _ - - O �� - - - 3 \ � � ,, ISPWC ---- ct / 2. INSTALL TYPE 11 SIDEWALK BARRICADE WITH KICK PLATE PER � / �o --- r- Q Lo _ r- � '� _ � alw r. / M `c��-. � - SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 0 o o _ _-j - o i rn m 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. _ 2 a� — — — � o �n co _ _ — — LL- / i "-0 \ 2 ,.� ��S Lq / o� _= — aiw o / , ' `�, � i �� 3. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH I z - - aiw `�- 11 / o o M �-cn ' - ' TRUNCATED DOMES PER ISPWC SD-SD DOMES SHALL BE FABRICATED -- - - - W LL_ - �?"' �"'� / � ' INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. I o o 00 C) U Q -- - N o M 2653 co�2 m�' i / ADHESIVE MATS ARE NOT ALLOWED. / / 1 co N + 26 . , i i B2 L( CA rn + - - N I— - om V.- 00 p i , 4 829 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL a 00 + o + co N r—cn i 6a r I \ V - _ N N m i /2 26�p i i ' HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE ' - L ;Es ' \ m� 00 M ` / / / �/ 26 6 / 829 SF B2 LD&/ - RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, Q I \ cn N / / , i / , /�, �6, , 1® - - "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. CD See eeeee 3.0 �� N ` l // I / i I / � i B2L07 // , , \ � I \ I i 4,829-SF� i /`L 26�N 5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB&GUTTER TO 6-IN B2 L06 / i / ��'� �� VERTICAL CURB AND GUTTER Q � � / / pCL _ o A �� B2 L02 t I �� / B2 L05 / 4,829jF/ , i / i/ �\ �'' Border Way 0 20' 40' O S Curb Legend: 0 Horizontal Scale: 1" = 20' C STANDARD 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 2692 S Border Way: Sta. 70+00 - 74+41) 2692 ______________ STANDARD 3"ROLL CURB AND W Q GUTTER PER ACHD SUPP SD-702 HORIZONTAL SCALE: 1" = 20' C VERTICAL SCALE: 1' = 2' + Q O� CV r` 2690 STA 70+3 .99 / � co o 2690 17 GAS LINE EASEMENT / M w co + N Signage Keynotes: _ � C Cnn N 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. 2688 /,,, �\ CD w 2688 Q c Q = o 0 _ CA C� w 1.50% _ -2.03% _ � Q 2686 2686 0 STA: 70+03.63 •--- Revisions EL: 2686.25 \ �� Signage Installation Notes. 1 END CONSTRUCTION -- --1 �� EXISTIN GROUND AT CENTERLINE 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD PHASE 1 __ STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS,VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND 2684 ,,,\ 2684 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. .3.00j �� 2682 PVI STA: 73+96.92 2682 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE PVI ELEV: 2677.97 BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. PROPOSED GRADE AT CENTERLINE K: 20.00 LVC: 40.00 N I— N ti an m � c4 co co r__ .— 2680 M co co 2680 ti W ti L.LI LD OO > W m w ��SjpNAL ENG 2678 0� ��G\ST \ � — -1.00ro 2678 109 1 s� �o qTE OF \�P 2676 2676 Jq�N DEN�� 10/2(v1202-1 Project No.: 121027 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 10-25-2021 AT CENTERLINE AT CENTERLINE Project Milestone: Permit Set a 2674 2674 Roadway Plan & Profile O 00 co I-f� I-f� N CD O O ti CID co O O O M CID O I- r— co a) r— T c0 co co T co (0 CDU.) Lf') Lf') � � co C.0 co N O O O 00 O 00 O c0 O 00 ~ 00 O 00 O 00 O c0 00 00 c0 M c0 M c0 N co N M M O M O M d7 M a7 M M CO M co ~ CO ~ coco coco coco coco coco 0000 0000 0000 coco co coco coco coco co00 0000 0000 0000 00r- � � � � C � co � CO � SBorderWay QD QDC.0 .e N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N E o T 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 C102 T - Sheet Notes: � _ B1 L07 / \ I - - \ 1 L12 I h 1 `� /�•►� - _ 7,4D7-SF - •-. THE APPROVED \ M - 625 sF ` i l \ \ / / 1 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� / o° - - - - - B1LQ8' M _ B1L11 Darr: rziosiz� N � - - - ___2694 ( B1 L09 R1 i 1� ni � '� / / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAN D - - -2693 6 625-SF - - - / N o ,� 7,329-SF / - - J - _ MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. raFNUMYR FP-202,-0059 I / SG 01 co �^ / - - - _ - is / 1 _ ' Lo92- - - - 6,625 SF /_ J o 0 - - 1000-GAL. S&G TRAP / - - - _ '- s?, __ - NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. - - - - _ _ - _ GROUP \ - - _ / -,� '' / -2690_ � - - - - STA: 76+61.85, 20.50'L 26g0 �� - - - _ - _ - � ' - - - - - - - - - - - - - - 2689 t J _ N , - - - - - + _ - - - - �b' ` - 2685� 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN / RIM: 2675.39_- - - - - ---- 0`� � 2684,- _ o U- SUMP: 2663.56_ - 26gI _ - - N -Ln83_ _ - _� m APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO J - ro_ - _Ln1_ m o N - _ e 82 N_ _ - co81, n _ _ r i - - - IE IN: 2667.91, 12-IN PVC (SE) `a o -N - _ CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES N� ' 1 �� / � � � � � - � / - / N' - � 'o `--u2679 $_ - _ = rn � _ IE IN: 2667.91, 12-IN PVC SW - - ,-m' -N .. - -267 + __ DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT / _ -- ( ) - - -- - // m� � - - - - - - -Ln77- - 1 �' / IE OUT: 26672675 CAD LO .06, 18-IN PVC (NE) �� co o I // / "' ' v CO o - _ -2676, Y - LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE - j rl-o cd / �r -- I _ -�_ r-(D / / //m o - '� _ ! CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL - - -" `" o ti J N J - d`0 7 N r ( � `- `� `? f - - DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT 0 FAILURE TO / / F LU +CVD - - - _ -- ' m o I �, Icy, 00 coC6 N 00 LL 6 m o / / _ 00 _ EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE d / �- co N .. o N .. C.D u- rn / + - _- -_ - rn /� N � m � \ m o o / o_ - �-, - ,"- CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR - -- _ "' � ` m o 1 m o `�' m o / ~T ' � o - -�� 1 j�T {- Q � - - i DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS ~ 1 ~C\i N_ _ _ _ ''_`- + �� 1 I '- `n' T -"y PRIOR TO DIGGING. Cv SDMH 01 i N _ �- _ - _ _- ►- Q- - - _ CID - 48-IN DIA. -- LO - - - - - _ _ - - - -__ _ - Q- - _ _--- / 9� - - _ - - r, _-_ R STA: 75+96.94, 11.48'L=----� _= 5 =� - " - _ _ - _ - o/ N _ - -�� _ -- - / 8 g+gg 3. COMPLY WITH ALL NOTES ON SHEET C1.00. + - - - - - - - 06-L OF 18-IN PVC Al 0.00 + V+ 7 - - ¢ - - - - ¢ _ - _"'=1 0 -----� 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST -- - RIM: 2675.74_ _ - - _ - _ , - 2 - - � � - - �.n- - - - SUMP: 2669=(NE� _- - C\J64 cn N- SD� _ - ----- 267 8 SS J cc - - - ----- - rn - - - - - - - - - - SB_ - _ - _------ m EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 8 CD ---___ IE IN:2670.64, 12-IN P ° ___-- - - - - - _ � --- -- _--- - SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. y6' S - -- -:_--- -- - - pFVC AT 4.22/0,� IE OUT: 2670.64, 12-IN P - -'� 8"SM - - ---65-LF - ----------- C� >> I r 28 LF OF 12-IN PVC AT 2.00% s / - 6"� 8`�S- - �'y 78i00 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 5-LF OF 12-IN PVC AT 2.00% ' S' 8 SSw-o m oCID - 75+00 CC U 8°S CB 01 �- $'„� 8 SS 5 - m_� / 0- CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES -..__'"F' � - m 8"SS � CB 02 �' - z, 8 _ ----- - WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY - INLET PER ISPWC SD 601 m c� / rso - -��'- - 76+00 INLET PER ISPWC SD-601 ^' m '`'77+00 6] M -- Z:) DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 8"�/ �' m I- STA: 75+92.31, 15.70R �- o - RIM: 2675.11± �� 2 � / �o O SUMP: 2670.19 26� O A:76+59.31, 15.91 L_ �� Zo 5 - W SLOPES. 8„W N M RIM: 2675.68_ -�N8 WIE OUT: 2671.19, 12-IN PVC (NW) SUMP.2667.01 ti IE OUT: 2668.01, 12-IN PVC (NW) / "-' 8 _ _ _ ■cc' ' �- - ---_ 0100=1.61 CFS, 025=0.94 CFS �N o001 _ - _ Roadway & Drainage Notes -_____ 0100=1.41 CFS, 025=1.01 CFS ;' °°° --- -- rn o � _ - � � �C9 -N� _ 15 ,S, - 1 �w U co '6 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. -m - - - - - cD - o -°� / o o � - - - - - _ _ - / o N 2. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH -■o - 2679 0 - - - - "' o� / - c0 cfl -aiw T - o N o000°° °oor�Cn _ ,;_ - - - _ o �- \ - rr_ - / TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED N ^ __ __ o ,� - - �lw 2 o o a I + `f' INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. 1:6U_ � - A o0c� - - - '� o 0 0 \ o 0 CD 0 N� N QADHESIVE MATS ARE NOT ALLOWED. ��¢ 2678 - - � " ��+ CDC - - - - - -- - - I- - _ - - � R25' - - 1 oornrn6i 6'0 ter+- cobq N - CON- --- co ,- - I-2677 " + `�'cc; ,- 'oCO -"'`C\J' ")o T T N \ / 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. -- - �[-- - -- -- -- + ti + I coo ti N �-cnWm - - -- -- -- N CDto CO Ln -- ----- - - N~ .. .. Q.. N f- f� Nti F- F- 2676 4. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD 601. .. .. U Q �'a °° � � B L06`"- - ----m� m� R15' - R1 F-NCncn 5�o sF2675 ~ STA: 76+32.11 OFF:48.05'R STA: 76+60.58 OFF:48.05'R 1' 7 \ / • 5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB&GUTTER TO 6-INa26 SEE SHEET C2.11 FOR \ B3 0-S VERTICAL CURB AND GUTTER� _ - - _ -2674 - - - TBC: 2674.62I � 5 TBC: 2674.58 ' 5,000-sF B2 L09 mg- - � INTERSECTION DETAILS B3 L04 / 6. CONSTRUCT SEEPAGE BED NO. 1 10'Wx100'Lx11.5'D SEE SHEET C2.50 FOR -2673 - - - p�� DETAILS 4,829-SF - - ` � - �G heat 3■ 6 I �' -- -- B3 L03 `�`O5'0° /-B2_L10 - - /4,829 SF B2 L11 B2 L12 2672 -- - - - -SLY B3 L/02 5,000'sF - \ / 7 \ i 7. SEEPAGE BED EASEMENT 4,$29-3f - I5012-SFS,D� f Curb Legend: SBorder Wa � 0 20' 40' STANDARD 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701Horizontal Scale: 1" = 20' ______________ STANDARD 3"ROLL CURB AND CGUTTER PER ACHD SUPP SD-702 2686 S. Border Way: Sta. 74+40 - 78+80 2686 W 0HORIZONTAL SCALE: 1" = 20' ca VERTICAL SCALE: 1" 2' Q2684 2684 Signage Keynotes: 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. 2682 2682 = cQ0Si na a Installation Notes: y Q 9 92680 -- -- 2680 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCDMSTANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS,VINYL Revisions C6 ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND 1APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE L6MODIFICATIONS IS CRITICAL.ACHD APPROVAL IS NOT GUARANTEED. F- CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY 2678 -- -- "' "' EXISTING GROUN AT CENTERLINE 2678 ACHD IS PROHIBITED. m-- CD wPROPOSED GRADE AT CENTERLINE --- - 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE -1.00% ---- BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 2676 `- - � 2676 + M00 oNW2674 9oi2674SDMH 01CB 02 L2672 -0.63i° A� G\ST2672 CB01 109 1 01OF \oP�6 q�N DEN2670 267010/2(v12021Project No.: 121027 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION FDate of Issuance: 10-25-2021 AT CENTERLINEI F AT CENTERLINEProject Milestone: Permit Set a 2668 2668I N 00 o N L, CO M o 00 00 Roadway Plan & Profile CC) M r r- . CC) . Cv) r a r- CC) CV Cq 00 . � '6 0 rl Cl) O) . CC) . N M r M o M co1. 00 ti ti rD ti ti ti ti ti ti ti ti ti CM ti ti ti ti f� ti tiCC) " CO ~ CO ~ r- CO 00 Cfl 00 Cfl 00 Cfl 00 Cfl CO LCJ CO CO CCJ CO CO � CO � CO M CO M CO N CO N CO N CO N CO N CO" N r` N r` N " N r` N r` N r` N r` N r` N r` N ~ r` N ti N ti N " N r` N r` N ti N r` N ti N QD N QD N QD S Border Way CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO N N N N N N N N N N N N N N N N N N N CV N N N N E o 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 C103 ��a �IIE - B1 L14 ," � V ",I j I °o A Sheet Notes: �J 7,324-SF �� I I A o — '�—= THE APPROVED _ _ i/ "� B1 L15 � I / �� v v ° ° v - _ -\ _\\ - - `'6� 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE � 12/06/21 - - - �� i \ -� I ° o _� - \ \ ` _ \� \ �� IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF . LAN D Darr: 3, — — ( — 7,283-SF ,Q B1 L16 ° \ 2671, MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. FILE NVMBER:FP-2021-0059 d82—— — — — \ / ( — B1 L17 �� L18 ` °°o O _ - \ \ 26j \ -� � \ � _ _ � 1 \ < 7,245-SF � _ _- - \ \ ` � 2 NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. 2n—\�� CO' / 7,571-SF 8,122 SF °°° —\ \ \ B1 L19 \ \ \ \ - GROUP 67 v - _ _ - 9' o o°0 - \ �s,4T - ?6] \\ / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 267g_ - - _ '-"' - - - - - \ .6, , J °� ° \ `�6�`� - - - APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO >>- _ - - I - - _267g - -m _ -y --y y- ' - - - - / I EME SHEET C3 10 FOR DETAILS o° ° ��5 �� RGENCY ACCESS ROAD SEE\ oo / \ CODE CHAPTER 22 TITLE 55 REGARDING UNDERGROUND FACILITIES - - - - - -\ -N-' ' w o o \ 000 \ DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT _ - o o �� LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK THE N m \ - _ -� �� V \ - CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL _ _ o \ \ �� \ ,� N-� �� ' -� o� 0 0 0 6 \ \ \ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO Q - \ N \� - - �\ N "� ) o �� 6' °`�o 0 0 0 oo \ / \\ \ EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE \ \ \ co cD — o Lq ''n p O °O �r o ti N— \ _ `' \ \ i - ` - \ \ - m o N'-Li: CQ °� - N M LO``'6� / CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR - co \ - \ - \ \ \ oo ' v"- L 5� N ° O cc 0 to co ' ly DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS V co �� mO Uu=� 00 °°O N� N� /� PRIOR TO DIGGING. - -__ Z MT O A p� �� O O C / �- - - - ---- - - - + \ c`ro o D 0 °00 0 N &' I 3. COMPLY WITH ALL NOTES ON SHEET C1.00. — O — — — — — MTR +— — �--- MI- O ° °°°° + ""\ � / p ——__ — _y.f I J F— — A \ M _ 81ISJ m� — \ — _ __-- T CA) \ Q pp 1— - - —N —Oo N. + /I C J o0 0 0� � -roN J 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 7g+00 z l m \ \ \ - "' _ _ _ v'-, _ "' a \ EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL = 1- \ - 8"SS/i_;� --___-----_ _ \ \ - \ - - - "' o IC/) - - W SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. y ' . co -- ---- \ \ ---�------ \- \\ --- ----- -- -� \ °- oo 00 0 0 \ � 0 8"SS „w - 5 - - \ ------------ _ __ _ ___ � ° 00000,60° � � LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. J 8 SS - ? \ - - CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 8°�y n, - �� 80+00 6] 6�S 26�6. \ \ _ \ WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY - - - -f— - z — \°'�,8 +00 8 SS I ` DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM \ - „ SS � SLOPES. 8„W \ \� 8 SS g"SS 8"SS �_ STA:83+04.85, OFF: 16. \ - co 82+00 - PC STA: 82+82.26 � cn z \ -----__ 2673- - - \ \\\ TBC: 2669.12 8"W / PT STA:81+03.82 - � � � � G+6p \ 811W co ' 811W \ - - - 8W aiw �� I cr — 11 \ W_ � � 9 �\ �� Roadway Drainage Notes ------------- - - - 2fW ` " o - `- --- ---- \ - \ 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. cov T of \ \ \ \ \ --------------- ---------------------------- ,_ �- m - \v `—�- 1 �� \ _ `� 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC N� rno —f - - - - cfl o \ C - - _,-_ -- _ - - _ - - - -i \- - SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH " U M+ - - `D \ o.0 - - "' - ` \ > i 6-INCH WIDE REFLECTIVE RE HITE DIAGONAL DECALS. NO PAINT. m� N^ r-m - - - �C\J — aiwT - - - - --- m L:c - --- o ;.. ` I �J' `d RED/WHITE -- - - - -T- - — — — — _ " Im + mo M \ o - \ o \ \\ \ - _ - - J r \ ` �, 3. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH "' v `� r\ + rn \ �'� / --C\; \�� \\ - - - o /J ` TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE FABRICATED OM °°r ' to W m m oC\J CO o \ / - \ N / / M"' \� - \ 26 N 2c"' \ INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. cD \ \ + o + - - - - \ 2 cli /CIO I ADHESIVE MATS ARE NOT ALLOWED. B31- 6 \ � \ �C/) cN5¢ -- Npp N� - - - - - - v 6j6� - co CA _ 5,0 F-� \ m v Q \ 2674 4. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB.ce) a \ F-v� ml— i - - - , - - \ \ - _ �\ \ ,B3 L07 - �� ) �� v E-"' / v �6�3�y�� , �S BC.266 ) 5,000-SF V �'\ I ` `�' _ - -2672�� v®TA 83+85 1 / i 5. CONSTRUCT 4-FT WIDE ASPHALT PATH TO ROADWAY. B3 L08 " 5,000-SF I 71. - 50R 6. VALLEY GUTTER PER ACHD SUP SD 708. \ B3�L009\ I O \ T8c..2 6 � - l PT STA; " --6;600-SF \ B3 L10 2 B3 L13 STA 8 p 52 7. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL �� 4 - HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE _ - B3 L11 0, \ „ 1 6,000 SF "6,000-SF Bnnn1 F 8,236-SF 26�, \ OFF,16S0R \ l� RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. O S Border Way 2°' 4°' 8. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. O Horizontal Scale: 1" = 20' 9. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER C TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT 2684 2684 REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. Q W. Evening Sun St.: Sta. 78+80 - 83+00 CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY W HORIZONTAL SCALE: 1" = 20' APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION CZ VERTICAL SCALE: 1" = 2' 0 � 10. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB&GUTTER TO 6-IN 2682 2682 VERTICAL CURB AND GUTTER CD 2680 2680 Curb Legend: i� STANDARD 6"VERTICAL CURB AND Q GUTTER PER ACHD SUPP SD-701 O = w CD Q ______________ STANDARD 3 ROLL CURB AND � r< - 2678 2678 GUTTER PER ACHD SUPP SD-702 - 0 1 \ Revisions 1. 2676 � 2676 Signage Keynotes: 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. EXISTINGGROUND AT CENTERLINE / 2674 ___` ———— — _ / 2674 2672 2672 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 -0.63% APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE SZ01.1AL Ely MODIFICATIONS IS CRITICAL.ACHD APPROVAL IS NOT GUARANTEED. �,5 T Gr 2670 PROPOSED GRADE AT CENTERLINE 2670 CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY o� �� ACHD IS PROHIBITED. 109 1 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. gTeOF0 2668 2668 J4�NDE14 10/2(v1202-1 Project No.: 121027 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 10-25-2021 AT CENTERLINE FAT CENTERLINE Project Milestone: Permit Set 3 2666 2666 � a � co � � ON � o co co � � LO co � N coO o � r— � � 0O OM N CR � � OM Roadway Plan & Profile c0 r� co O co N O) c0 I� CD co N O c0 r— O I- M N M M M co co co co M M co M I� O O O O oO oO M I� r` CAD ti ~ ~ ~ ~ ~ ~ ~ r- ~ ~ ~ ~ CMD ~ ~ O O O O O co co O O O O O O O O D) Oj D) CM O) M 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 O N CO N O N O N O CO N CO co N O N O co N O S Border Way N N N N N N N N N N N N N N N N N N N N N N E o 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 �z C104 % I / / \\ I �' I , Sheet Notes: �, �� co ��, � _ ____ _ __ ___ � _ _ � _ - %.4 T HE APPROVED I ti / i - - / J N� - -- -- -- 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� OATS: 12/06/21 B1 L21 1� 2674, ti`O N J - - 6�3- - - - - - - M '_ _ - - , CR o -� �C� - - IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC CITY OF . D Mp_ - - - - - CCU-� 2 0 - - - - \ ,0 6,-' MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. LAN CID F�IENUMBEN:FP-2021-0059 / / 8,474 SF ti I co - °°c - ti"�- /\ `° - - - - - r � / \ / N0 / - - - - - -tin- -2672- - - - - -10 \ � NT- - - - - 6' v� 0 \ oo� - - - - - - - - 0� - -2671- - - - � j� - N r - � _ _ - - _ \ - - - 11 _ - - - - - - - - _ moo - - - - - - - - - NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. o �� l \ J ��- / / - - - - - - - - - \ N = \ \ 2670- -2669- s � � � -� / - - -mo - - - - - - - - - - - - - `�'-� �'w GROUP i _ _ - Lo `r° `" \ ) / v'1 v \ - - m o - - - - - ' - o- _ // ~o , - - - - - _ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN o - - - - - ' J/ - - ^ - - - J ~00 1 _ _ jTR - - ' APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CO o ~co - - ` - o \ / C6 `�' �66' + - - - - - -r s - - CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES � C.i / o / \ _� + / 1 & - -- - - -- - -co-- - - - - - - - \ / ) _� - / /\ -� / M / + - -- - - - - - -- - - MTR - - -- - - - -- '� O° r - DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT - - - - - -- - -� -- a+ - L MTR "T - - - - - - - - - - / LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE -- - - -- m fun) co _ a / ;I, _ _ _ _ _ �' _ _ - - rn /I _ - CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL _ cr, _ / / ti / 5 - DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO Cn •--� - / 1 + ------ ------------- EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE _________ -_ _ - ---------- -= - -- -- �T ,/ �/ / \ ___ -_ _ Q / 121% 6 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR l� . � / / --- ---------- --- --- -------- CB 03 "1AI 12 W - °" 266, DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS C ZP _ INLET PER ISPWC SD-601 12 W ° - - / E PRIOR TO DIGGING. / / I 2.. \ 12'W� STA: 8ER ISP 3, 1 D-601 / -31-LF OF 12-IN PVC AT 0.40/° 2667 ' 87+00 o I g 1 - - � � I- 0\ I I U 2668 85+00 RIM: 2667.63± - - _ _ 86+00 - - 8"SS ----------- -� 3. COMPLY WITH ALL NOTES ON SHEET C1.00. PT STA:83+85.06 m 4 - CB 04 - I- -- 8"SS i 84+00 I- _Tm- �_� O SUMP: 2664.11 "' INLET PER ISPWC SD-601 SS i - 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST + - o IE OUT. 2665.11, 12-IN PVC (SW)_ g� S T M - STA: 85+57.23, 15.67'R 1 / -----�-= EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL -8 81� Q100=2.28 CFS, Q25=1.63 CFS I I SPN l8 RIM: 2667.51± O4 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. / 6-LF OF 12-IN PVC AT 0.40% SUMP:2663.98 _ ------------------------------- 2 ------ ----------------------- --------- - IE IN:2664.98, 12-IN PVC (NE) _ _ - 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. ________ -- Q100=1.IE OUT: 72 CFS, Q25N PVC (C S) _ 26 ------- S ,------- _ �, �SD 4 � 67 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES SD SO SD o SD SD i ^ S 156-LF OF 18-IN PVC AT 0.00% 'h U, 'P� rt" o ` WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY - - _ C� n � -T- ---�3' -LRF1--�� DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM o m "'' `-� co 3 R , r - - J SLOPES. / _ o - - - - U_ J •`� ,' � o - Lq- - - - - 4"PiRf�- - - ,i 3 0 o M oMo- - v Lo. - - -- - X cli 2�7 STA: 83+04.85, OFF: 16.50E 1 2 C) r --��9 - - fi T - g SG 02 M o \ 6 Roadway & Drainage Notes: �\ o° i o ,� - - 2669- �°' L",_,� aD o N N � 1 M LO m� ci �O 26 TBC: 26F��o,2 / \ o� �co o o 0 0 1000-GAL. S&G TRAP �? + ' to m � �� Q 8 "' 5;441 SF ` _� 9 coo+ STA: 85+54.44, 20.55'R �+ N oo N 00° N / ro �( - corn I c� + co+ � = N 00 RIM: 2667.61± "!°O ' \\ \ \ m ' �N 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 7y / CCM I I O` N00 UQ I-U) N m c�¢ SUMP: 2663.11 m F-- cm F- m I_ 6> cn IE IN: 2664.96, 12 IN PVC (NE) \ - d 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC ' '�6' U) Cn■ O IE OUT: 2664.11, 18-IN PVC (NW) `f' SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH �_ 6 pFF'• 669 I \ 3 0 / \ I See el 2 2 I / i \ \ „ e \ \ ' 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. B3 L15 9 266 - - 3. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH � s,o51/ SF ' \ ' B4 L15 TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED N I \ o \ 22,058-SF INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. UJ ADHESIVE MATS ARE NOT ALLOWED. - � y TA:82+82.26 \ \\ \ \ ^ \\ \ g2k8226,�FFi \ // j \\ "o9 \1 1\ SEE SHEET C2.13 FOR \\\ oT\\ / \\ \ 4. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. a N ' INTERSECTION DETAILS `p J' o \\ \ d 5. CONSTRUCT 4-FT WIDE ASPHALT PATH TO ROADWAY. \ 669 26 7' 8,236-SF \ � \\ �G �� v �� J/ � 6. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL - - \ vo\\ ) N ` / < HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE 6�0 A9 pFF• o \ / l \ 1 l \ \ - - \ o o\\ \ / \ RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, 2 k60 ) CL \ ,SAP 2669�0 n n'n0 0\n\\ /\\ / ` \\ �\ `\\\\\\ \\ �6>> \ / ` \ \\ \\\ \� ( \ \ \ \/ "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. 7. CONSTRUCT TEMPORARY DRAINAGE SWALE 33W x 40'L x 1.0' D.4:1 SIDE O W Ev n i n n 0 20' 40' SLOPES. BOTTOM ELEV; 2664.87,TOP ELEV: 2665.87. e g Su St 8. CONSTRUCT SEEPAGE BED NO 2 10'Wx153'Lx11'D SEE SHEET C2.50 FOR O Horizontal Scale: 1" = 20' DETAILS C 2680 2680 9. SEEPAGE BED EASEMENT W Evenin un St: Sta. 83+00 - 8 +60 W 0 HORIZONTA SCALE: 1" 20' Curb Legend: C3 VERTICAL CALE: 1" _ ' Q STANDARD 6"VERTICAL CURB AND 2678 2678 GUTTER PER ACHD SUPP SD-701 STANDARD 3"ROLL CURB AND cc GUTTER PER ACHD SUPP SD-702 \ 2676 _ 2676cc= z Q ~- -- -• CD Signage Keynotes: = w 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. y Q 2674 2674 0 Revisions 1. 2672 2672 2672 Signage Installation Notes: 1 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 2670 \ 2670 APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL.ACHD APPROVAL IS NOT GUARANTEED. `--- ---_ EXISTING GROUND AT CENTERLINE CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ---- ACHD IS PROHIBITED. 2668 _ ----- -_ 2668 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE ----_ BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 8 PROPOSED GRADE AT CENTERLINE - -- ONAL ENG -�- --- o ��G 2666 - - - - - - - - - - - - - - - - - - - - - - - - - - 2666 \ST 109 1 156-LF OF 18-IN PVC AT 0.00% SG 02 OF 2664 2664 �T£ \pP �q SoN DEN 1D/2(/2021 Project No.: 121027 EXISTING GROUND ELEVATION :AT ROPOSED GRADE ELEVATION Date of Issuance: 10-25-2021 A CENTERLINE CENTERL114E Project Milestone: PermOSet 3 2662 2662 co O N O N M M p L, N Roadway Plan & Profile O O DD T N O O O O m r- LC) M r O O M CD r M CD M M N r C7) c0 ti CO co N O 6) c0 ti LO I- M N O m cof� LO coI � � � 1 � 10cc 10 � � 10 1co (00 ( � CO � � � co CO cjo�Q0 CO Cc (0 co (0 ccco (0 co (0 coCD co W Evening Sun St ' 1-0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N E o �zd 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 C3mO5 o -- I /� V A� - Sheet Notes: r __ _ _ � �-. THE APPROVED I I `-" _ - \ _ _ 1 - - I �� oo N I I _ �� - - 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE 1�I / DATE. 12/06/21 IIII ��I �I I�i � i � �i � - � � � l 1� � // � � � � � �i I �i \ � - - � � � - IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAN D FILE NUMBER:FP-2021-00e9 I I V �I A NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. I I I � � � � ,- - ► � � � � � - - GROUP - i 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN li $3 L02 / / B3 L27 I oo B4 L02 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO II II I I ri STA:45+35.44, OFF:43.40'R_ A I _ / CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES II I 5,012-SvF - 5 000-SF i TBC: 2669.08 I STA: 45+07.56, OFF:42.1 4 77o sF r I I I I SEE SHEET C2.1 1 I I 8 R DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT Sh eet C3 � � I - TBC: 2669.11 �- LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE II S e�# C3.0 - i o oc rn cr �\ Icc ti - o�1a� �- cn __ _ L p m 9C 'OR r' CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL + o0 0 -c� r r c� ^� ti RCATrZU e3. °� ` u `� ao T � � � F0 R INTERSECTION 1 � N � - o c o/c m � I 1 rn I m DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO co co � �' ^ �.� '� co co m �15 co cD co co m- co ti M \ I I I 1 r N r N r N - r �,r co O5 Rrs, I \ co N T N N EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE li \ N � � DETAILS � � �� MN �omom om LL. T CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR �L� c� o �o � o � C) MC � L�ici R o 1 4, \ o �i7O,-~ 0~ DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS 1 _� 3 - ��-�- 4 P R I -� 1 �; ti I R12 I p I C.0 CM B4 L01 PRIOR TO DIGGING. 00 ��c,� N / 3Ln1 + �+ � 1 I R12' CO + + + - - - - - - - - + r±�ti � - -,- - - - - - - - - - - - - - - - - - Ln�In- -co / - -+ -v- � � - - �989-SF- - - - - c� 2 -- v + -�-� �* 3. COMPLY WITH ALL NOTES ON SHEET C1.00. � as Q Q Q GJ Q cn cn C0 ca can=Q -�-� - - �� - J `L �� - - - - - � -- - ` 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST d Q` cn � �. �, � h / / S QO' 1 i EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACKFILL i SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 1 I ' ' 1 --- ----------- --- ------ ------ ----------- - -- _ ---_ -------------- -- -- - 0o a - ao � o0 0000 � oo�� 3 ,� N II �� I 1 III � I' � 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. �� _ I 8 W 6 8 W 8„W BREAK: 206+07.80 / �s 6 „W �6 8„W CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES I \ 3 �- W �� 8"W `�6� �� 26> / 6,v 4 1 WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY _ r --i DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 1 I4 Site-EDT 1086 .' �� 1 585 sF SLOPES. 48+00 3 co Ln �`' 47+00� 46+00 1 `� p s`o 8"S�S+Dco �ti 8"SS -S 8"SS 44+OOd"SS ti � rN cocb -- - - - 1 n\ + co ko 1 i 6] co co co m co co co co co 0`° �� 6 d `\ `L = co N `L 6 c`: N N N cv N N N ti `L 3 p 3 " ! / O N - � oo�oo - ---- ---- -- ---� ----- ----- _ --- ------ ---- Roadway & Drainage Notes: �O 00 I �ooa I 1 , - 7 II ` \ I I 8 ' I ,p�, _ _ _ _ _ _ V 1 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. s 7 O p p OO�ro OO r' / �� f� cy� T - - - C-qm ,r, - - - / - cc, cc,=T- 001 - r�"' Ln Lc 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC � , � T� 11' - r 000 -1- co , co ,i , cfl-co co �m m � 8 -rr_ -L_ _o 1 _�_ _r_ _r- - - - - - �5 L0 - - - - - - - -r SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH U � Y U_- o - '� 11 PI PIRA 2 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. L� CLL_D PI -CD-'� 2,080-SF 1 o o�o A 2 o'F PIRR PIR�-o-o -� m M o o �1 0 s J eo _ r' cn co m co °° 1 I ti r` -- `v r` o 1 co v oo ao v " �� c�i co rn rn C'? ti YM o m + r`I rn ti \ 3. CONSTRUCT TYPE A PEDESTRIAN RAMP PER ISPWC SD-712A WITH � �_�, �a, r v v oo co N M + � Ln '0' BREAK: 205 55.66 + o�� v CO CO � co h qt C3. + '�-M �N ) N£ SEE SHEET C2 12 , + o+ o-� co � N 5 v co + rorn rn ao TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED tico + � + ram + � CO � NO co LC') CO l.C) Q U'z �' N - CO CO co CO coN N �, �,.4 Cc, a C; - Q �; N N N INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. iui III ' III I I FOR INTERSECTION 1 ~ CO 9 M 1 ~ m m< oo I om ADHESIVE MATS ARE NOT ALLOWED. CA D F- m Qi�¢ i� Qi� Q �..i¢ c� cl� F- � cqF- ¢ c�Qc:.i � ¢ cam \ I I I V -- I m F- m \ c�i� F- m m / NCO �U) H cA F- cn �cn � �\ \ "' - �, V C11 / I DETAILS M I I i 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1 BARRICADES SHALL c I I L,2 L14 1 ee a7h- et_ - 7 ,/ cc HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE STA:47+77.01, OFF: 47.78'L B5 L02__ i I RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, IIII I I i TBC. 2676.02 B2 Lt2 \ 4,369-SF / L 1 1 "' _ 4 827 sF co - "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".. IIII I I I I A I I 5,01 SF / \ it , 1 L6 / I o - rn - S II I 1 \ I I -- + co � � m �' 5. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. N �, � 111 I I - - - - - - - - - - - - ¢ v ao � m I m U) F- - - I _ I I I c!) F- r - -- _ - - - -I IIII I � -� I � I I � \ � - � ��_ T- -�- � __ / i - -- - - - - - - - - - - 6. CONSTRUCT 6 FT TRANSITION FROM ROLL 3 IN CURB&GUTTER TO 6 IN � 1 I I ��------------ �� _ - �._ I. i _ VERTICAL CURB AND GUTTER IEEE Plata 0 20' 40' 7. CONSTRUCT TEMPORARY DRAINAGE SWALE WITH 4:1 SIDE SLOPES. Rio De 33'W x 20'L x 1.0'D. BOTTOM ELEV: 2667.35,TOP ELEV 2668.35 O Horizontal Scale: 1" = 20' C 2682 2682 Curb Legend: W Rio De Plata Dr: Sta. 43+80 - 48+40 W 0 HORIZONTAL SCALE: 1�� - 2O� STANDARD 6"VERTICAL CURB ANDca VERTICAL SCA E: 1�� - 2r GUTTER PER ACHD SUPP SD-701 Q STANDARD 3"ROLL CURB AND 2680 ' 2680 GUTTER PER ACHD SUPP SD-702 00 1 0 rn \ + 00 co 2678 Q ° CO N 2678 CD w _ - Signage Keynotes: Q `- m N 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. w Q CD w , CA CJ 2676 2676 0 Revisions ---- 2.00% \ 1. 2674 \ � 2674 Signage Installation Notes: r- 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD r- � STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS,VINYL m c" �; co ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND \ �2y% CD '� co APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE \ C\J MODIFICATIONS IS CRITICAL.ACHD APPROVAL IS NOT GUARANTEED. 2672 \ M w 2672 CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. \ PROPOSED GRADE AT CENTERLINE 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 2670 \ j 2.00, 2670 EXISTING GROUND AT CENTERLINE \\ ��SjONAL ENG 2668 � 2668 109 1 s o �gTepF \�P� 2666 ` � �--- 2666 ON n>�s�� 10/2(v12021 Project No.: 121027 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 10-25-2021 AT CENTERLINE AT CENTERLINE Project Milestone: Permit Set 26154 2664 Roadway Plan & Profile OR O C? Cfl N c r � LO O ti O r- T O ~ 00 co LO O N Ln O O � O ~ co ~ O Lc� O � coco O N O r � O ti O N coO O Lc� CO N ti co O? O co LO co N O Cq co ti Lf') ti CO co O M ti M ti N co N cc CO co p V O � O co O co O N O O O O O co CO � � � � � � Cc co co W Rio De Plata Dr ti ti ti ti ti � ti ti ti ti ti ticc N N N co N co O N (D N co (D N co O N co (D N co (D N to O N to O N to O N COto N co co N coco N co CO N co CO N co CO N Cfl N Cfl N co co coO N ro N ro N N N N N N N N N N N N N N N N N N N N N E o M8+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 �� C3mO6 5,000-SF ` Sheet Notes: - � � •_. THE B3 L23 - - -- �1 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE /� �ziosiz� - 5,000-SF i IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF APPROVED B3 L24 LAN D DATE: � � I ��'� V i STANDARDS. rarNUMafa FPZo2,-o059 - NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRIT APPROVAL. _ �' � v � , oo SF T- � � � � � EN MERIDIAN STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDAR -- - N _ ROUP v I SG 04 B3 L26 v 5,00o sF v / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN SEE SHEET C2.12 i ' v B2 L14 - I O I I STA: GAL. S&G TRAP 5,000-SF ; 1 v / r � / APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO FOR INTERSECTION 4,369-SF i + t I -STA: 206+68.76, 20.83'L - ' / � 26�0 CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES RIM: 2668.57± �,r, DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT i A DETAILS @ e C3 I SUMP: 2664.34 �� c��! �- i" v o �� LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE \ � I �7 LQ c�'1'` I IE IN: 2665.95, 12-IN PVC (SE) �6j0 J m Lo �r CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL �\ I D' I IE OUT: 2665.10, 18-IN PVC (NE) ��66 °�° o . "'LJ cc�, __ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO TI I I - 26 C) LO moo_ + EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE SG 03 I 68 600'o N .. M -MTR N CONTRACTOR SHALLCONTACT THE APPROPRIATE UTILITY COMPANIES OR I \ ' 1000-GAL. S&G TRAP r_,�, I I I - N m co 0 266 j ' � m o DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS 10 \ STA: 205+53.26,20.31'L rn LL�r° o CO N LL - - - RIM: 2669.38± m r O~ I I N 00 N .. 10 ' m o o -o �' ; CID PRIOR TO DIGGING. \ c`�o�mcono 5 tiN m cor c�u c"? - ..ti V r CD SUMP: 2664.34 c�U_ m r �` - r- m U_ ..L� I I N .. - - `" y_ - 3. COMPLY WITH ALL NOTES ON SHEET C1.00. �OmO-)LL m0 m0 ti _ - - � � MTRo� _ 8SS -'� - - _ - - - - IE IN: 2666.19, 12-IN PVC (E) oF- _no 1 I mo F-CD �-� r 9 - + c" __---- o IE OUT: 2665.34, 18-IN PVC (SW) `� Lo � I i- - � �? . o- - - - _rn cr, N M O �, �- - - + _ �n `y� _ __-- -� 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST r- 6 -( - - - - '=- -o � E+ / - - +_ 666--= - MTR o - - - - ----- 8" 5 EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACK ILL I F - � 26 + -o- -o -2 N J _ ,- �r, v _ 1 +00 - co N N Q 209 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. e°° _ v� C\J / o° A o i- SD C/ a SD SD _ - _ SS � 0 I- - - 20-LF OF 18-IN PVC SD�SDI-�6,- SD � 1 �, SD � _____� - _ 5. 1'6jO c'�6 w ES LONGITUDINAL SLOPE FALL SIDEWALKS HALL NOT EXCEED 5 00% _-- ---- 8"SS O s9� ` 8"W CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2 00% SL OPES � WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY ------ � 8!'SS �� ___-- ` CB 08 8"SS ' , 9 m\ 208+00 0 LQ 8,W DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 0 5 2 s I �j INLET PER ISPWC SD-601 1� _m \ _ - __---- /� SLOPES. m r I SS 2 6 _ 8,W \ 6 I 2205+o0 8"SSA q' =BREAK: 205+55.66 � '� 8 SS 2 r, 5 cr STA.206+65.59, 15.62 L O � -- � O M rt - 6, RIM: 2668.49_ - - - my ��+ I I 132-LF OF 12-IN PVC AT 0.39% 206+00 .� CB 06 +°C ' , I - - - _- SUMP: 2664.97 � \ CD - ' • ' INLET PER ISPWC SD-601 0 � _ 32-LF OF 12-IN PVC AT 0.40% �\ r 8 - _ Roadway & Drainage Notes. # IE IN: 2665.97, 12-IN PVC (SE) r =T B W y g STA: 205+55.66, 15.89'L 2 BREAK: 206+07.80 BREAK: 206+63.39 `� --- 5 y� IE OUT: 2665.97, 12-IN PVC (NW)_ ��W , � �,� ' RIM: 2661,01± r 2 Q100=1.25 CFS, Q25=0.89 CFS - ;�, _ 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. m - o I 4 SUMP:2665.21� ------------- -------- rn �� o aiw _ �° R ooao -------_ co - - o '9 rn 2. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH IE IN: 26 1, 12-IN PVC (SE) � � - IEOUT: 2666.21, 12-IN PVC (W) 00 5 - "' _ -�- �' . o ® TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED L - 1 T o `f° - o -- -2 N N INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. h Q100=1.69 CFS, Q25=1.21 CFS �- o�o �� v � m _ _ - - uw - , ++ 668 m� ADHESIVE MATS ARE NOT ALLOWED - - - T 1 O r y V- \ \ C- \ � In � � t!, - A CD / _ - - aiw O _ - - � - 2 �q - - - - -� \ N+ NN 6 m `� oo - ry ' CB 05- - - = -11 b �- ' / - - ,;: - - ' c,;cl� m 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. I0 °�'`91UJ " - N r - o'er STA: 206+91.64, OFF: 16.50'R N N + �� ' �_ 1 �� _ _ - o �O Ln Cq M - o . ~ 266 4. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. ' STA: 205+57.74, 15.85 R 00 ,� m I 1 I �,- CO -- -- TBC: 2668.61 00 + N N cn -- 1 y 00,- O t` O O ,� N 00 ti M CO r` . RIM: 2668.86± O Ln M U) \ o m c m ' O CD + co + � ee ! eet C3. i I o �o CB 07 c" �a 1 B4 L( 5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3 IN CURB&GUTTER TO 6-IN a co m �� SUMP: 2665.34 m�, m�, cfl O ' O O Co O N N IE OUT:2666.34, 12-IN PVC (NW) N N N N Q 5 \ N N N N INLET PER ISPWC SD-601 Cn N 1 1 6 ! 4,616- VERTICAL CURB AND GUTTER a m I I m m STA: 206+63.39, 15.83'R O B4 L07 -260 Q25=1.04CFS � �� Cn �� M� \\ I I I I RIM: 2668.62± 1 6. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC / ^ - Q100-1.45 CFS, _ 4,61 =SF SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH \ I SUMP: 2665.10 am IE OUT: 2666.10, 12-IN PVC (NW) � ' 1 B4�06 - \ 1 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. Q100=1.08 CFS, Q25=0.78 CFS B4 L05 4,616\SF- 1 E LimL4,7s4-SF 7. 7.INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL Imo IIIIIIIII� B4 L04 I \ HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, O Ave 20' 40' "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". S Summerson e 8. CONSTRUCT SEEPAGE BED NO.310'Wx115'Lx11.5'DSEE SHEET C2.50 FOR O Horizontal Scale: 1" = 20, DETAILS C 268T S Summers,On Ave: Sta. 204+20 - 209+00 2680 9. CONSTRUCT SEEPAGE BED NO.410'Wx80'Lx12.5' D SEE SHEET C2.50 FOR HORIZONTAL SCALE: 1" 20' DETAILS W Q VERTICAL SCALE: 1" - 10. SEEPAGE BED EASEMENT 2678 2678 Curb Legend: 0 STANDARD 6"VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 ______________ STANDARD 3"ROLL CURB AND 2676 2676 GUTTER PER ACHD SUPP SD-702 z 0 o0 2674 2674 y w o Signage Keynotes: 0 Revisions ;n o m 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. 1 In N (O + o, co 2672 Cn N + 2672 coon co Li co C3 LU O Lf, N m J W CD W H ccc C/, N m J `D "' PROPOSED GRADE AT CENTERLINE 2670 -o.so°i° 2670 Signage Installation Notes: 1.00% � - _ -2.00% 0.52% i 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 /-08 9 EXISTING GROUND AT CENTER' / / 2668 MODIFICATIONS IS CRITICAL.ACHD APPROVAL IS NOT GUARANTEED. STORM DRAIN > \ / CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY 12-IN PVC CROSSING STORM DRAIN _ _ _ _ _ _ _ _ _ _ _ ACHD IS PROHIBITED. 12-IN PVC CROSSING / 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE 120-LF OF 18-IN PVC AT 0.00% / BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. SjONAL E 2666 89-LF OF 18-IN PVC AT 0.00% 2666 0��5�G\ST I I SG 03 SG 04 I �i� 10 9 1 2664 ------ - --- - 2664 JqE OF \oP� _ � N DEN 10/2w1202-1 I - I Project No.: 121027 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE FAT CENTERLINE Date of Issuance: 10-25-2021 2662 2662 Project Milestone: Permit Set 3 N (o O V DO N O 00 r 00 00 r cor r LO Lf) LO r O C.O r` ti �_ N _O _O O O �_ Ln Ln Ln N N N M Roadway Plan & Profile N . O . o, f� . 00 . N r C'7 Lf, O CO Co 00 M O r N co LO cO � CO O CO O Co O O O CO O CO O O O O O c0 O O O CO Cc c0 O CO O co a0 co a0 c0 O CO O CO Lo O CO O CO O CO O CO O co O co O O C7, Co r` CO I� Co co CO O CO co CO co CO O CO co Co CO CO co O CO co O O CO CO co (O O (O co Co co Co co O co CO co (O co CO O CO O CO O CO to N N N N N N N N N N N N N N N N N N N N N N N N N N N CO N co N co N co N N N N N N N N N N N N N N N co S Summerson Ave E a 204+20 204+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 �z - C107 - -J B3 L21 E IDIAN- -- - s: J , 5,000-SF ,- 63 Leo � _ � - ,. . , Sheet Notes: . � •�__ THE APPROVED �2671 , 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� / ,2/06/21 -- __ _- ____ 5,00o SF - B3 L19 _ _ _ _ _ IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF . LAN D -- DATE: cp DS FILE NUMBER FP-zoz-ooss in I MERIDIAN STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . 5,soo SF _ B3 L18 B3 L17 SG 05 R� j NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. v i N J ,26) 5,800 sF F I B3 L16 // CC - GROUP Cn o - - 2 5,soo s ' 1000 GAL. S&G TRAP /// 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN - - �6 i _ SEE SHEET C2.11 STA: 212+77.76,20.51'L ---- N ~o - 2670 ----- �� T �j RIM: 2666.77± / / APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO FOR INTERSECTION ' SUMP: 2662.25 CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES + _ m / DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT o _ �P N CO "'-' DETAILS�S IE IN: 2663.62, 12-IN PVC E) �' - 2669 d� m - - __ N` M J IE OUT: 2662.77, 18-IN PVC (S) LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE � � -- � o ,2� r"r- � - %/ C/D_ _�- - - -- - 6g i c�, o o J p CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL Cw - cti m o �� coo rn o o o _ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO C-0 emu, _ - - '- "' . oo�n o / EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE • c� co M R - � m o N,- co r CvJ co ,- i rn _ - ,o " �- �,`� N .. N ' N .. // ' CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR _ - ..� LL_ - - - - `�' m o U m o m o // DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS r �� 8" $ -- - o- - ='- - cc� o 0 4 �c�o O �� PRIOR TO DIGGING. 00 5 / ----_ N - - { r co ■ \ MTR O CO _ + _ _ _ ~ 2p9�� 8 SS 1os '- - - - 3 COMPLY WITH ALL NOTES ON SHEET C1 00 - -- - - - - - - - - - + - - - - - - - - - - - - - �Cq � N -' _ (� r - MTR N - N M 8„w - 2670 - _ '"' - "' ��6 �� Sb 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 2670 ----- - cn � ; "' M EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 8'SS ----- r co ---__ SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC _ 8"VV - 210+ p -- -------- -- - 00 p SD+ SD SD --------- -=----N ---- N 5 LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 00%. 8 SS, ,r; "SS 8"SS 8"SS `m 5-LF OF 12-IN PVC AT 0.37% J CB 10 O / N CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%�SLOPES 2 , �� --- „� -f 211+00 r �� ! 8 SS ISS WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY 05 C-3 INLET PER ISPWC SD-601 / - -_- rn BVC: 210+53.10 ~�, c m �6, _ DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM r 8 W c_m - STA: 212+80.25, 15.67 L SLOPES. '69 - 1 - 212+00 31-LF OF 12-IN PVC AT 0.40% - o / 1 _ m 211+04.33 `� - _ co W ---- PVI: RIM 2666 42+ �� •r --CD EVC: 211+55.57 PVI: 212+80. �� 8 W SUMP: 2662.64 - o - _ _ -_-- 8"W �� ! IE IN: 2663 64, 12 IN PVC (E) 8„W � o - - ��o �� - --b _ _ _ - -------- L----- _ g�,W W `L`O $"W BRIE OUT: 2663.64, 12-IN PVC (W o es:--- -- - -- ---- %=------------- ---- -�„ - ) Roadway & Drainage Not NN = m - _ _ � =0.61C 25=0.4 S a o .. mM o - 01 0 2��6'� - - - - - - - - ��/ co 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. o - -- - b C\J CIO _ 2666 v + o o - - - - - _ _ b co - - - o fin``' N � / 2. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH - N o N f - w C° TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED - - - - r I " �o 0oN T ,L - --- - �iw ,;_ - - - - - - - � _ _ - - - - - - - - - - 1 - - - ,,� � / INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. / / m N O 2 cw o+ co rn r ADHESIVE MATS ARE NOT ALLOWED. r 0 o 3 CB 09 •� i o + - 2 - C" �W m N'- INLET PER ISPWC SD 601 �" 6 `v -- o T rn o 3 INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD 604 FOR ROLL CURB \ � + rn+ STA. 212 B4 L08 w�, I � +80 20 15 6TR �+ � 1 � UJ �'Cn v N 1 �- RIM: 2666.42± N / I' m ^ - `� N N N N / / 4. CONSTRUCT SEEPAGE BED NO.5 8'Wx68'Lx9'D SEE SHEET C2.50 FORCA 4,s16 SF \ f- �( / m�¢ �� SUMP: 2662.77 �a // DETAILS B4 L09 I "' ��; IE OUT: 2663.77, 12-IN PVC (W) ��„ / / �� 4,s1s-sue - -2664 � � � � � 0100=0.59 CFS, 025=0.42 CFS L � � � i � 64 L10 � � �' ( 5. SEEPAGE BED EASEMENT �� 4,616-SF � B4 Li 1 � � �- � � - -�' �- 6� / ) o i / „ Curb Legend: B4 L1 N c' `N N `� CD 4,616 SF tO � / -- - -2663 4,616-SF B4 L13 ( w / / STANDARD 6"VERTICAL CURB AND 4,616-SF I B4 L14 B4 L15 / ° �� GUTTER PER ACHD SUPP SD-701 11 4,616 SF iIEEE CL 22,058 sF Ir STANDARD 3"ROLL CURB AND GUTTER PER ACHD SUPP SD-702 S Summerson Ave 0 20' 40' i O Horizontal Scale: 1" = 20, Cn 2680 S. Summerson Ave: Sta. 209+00 - 213+80 2680 W 0 HORIZONTAL SCALE: 1" = 20' ELSignage Keynotes. 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. also VERTICAL SCALE. 1 = 2 Q co 2678 2678 CD CD 2676 2676 Signage Installation Notes: 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD O M O PVI STA: 211+04.33 STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS,VINYL E = PVI ELEV: 2670.83 ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND � K: : 26 APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE - 2674 LVC: 102.47 2674 MODIFICATIONS IS CRITICAL.ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY 10 o Lq Lq v ACHD IS PROHIBITED. Revisions ri o U'i M 1 � r- � co o+ co + co 2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE N C_') N ; BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 2672 � m � w 2672 w EXISTING GROUND AT CENTERLINE 00 PVI STA: 212+80.26 M PVI ELEV:2666.24 + 2670 - LVC: 92.22 .. r- 2670 Un CV r V M c2 m J CO ti C3 W co CO N CO loe N U \ U 2668 ____ __ > °° > w - - 2668 PROPOSED GRADE AT CENTERLINE m w 2 00% \ _ ��SZp14AL Ely 2666 2666 0� ��G\ST 4 109 1 STORM DRAIN s� �o 12-IN PVC CROSSING Jq�NDOF EN�i"' 2664 2664 18-IN PVC CROSSING 10/2(v/2021 SG 05 Project No.: 121027 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 10-25-2021 AT CENTERLINE AT CENTERLINE Project Milestone: Permit Set 3 2662 2662 � r � 00 ro NM MN v � � � � I- NN M � � � �, ( MM � � Mo co I,- � � Roadway Plan & Profile Cr 0) ti ti co coco 1-- CD coco r- co co � ti � � � ti � � � � � � � � � tip- co �CID coco co �CID coco CO CO coco coco coco COCO co co� S Summerson Ave Q co N CO N co CO N co CO N CO N co CO N co CO N CD CO N co CO N co CO N co CO N co CO N co CO N co CO N co CO N co CO N co CO N CO CO N co CO N co CO N co CO N CO CO N co CO N N N N N N N N N N N N N N N N N N N N N N E o �z 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 --- C108 IE iDE� IAN- �J Sheet Notes: `� ��_= APPROVED \ Nr9' \ \ \ \ \ - \ _ \ r 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE �_� �'�� THE 12/06/21 xpp " \ �\\\\ \\ \ \ \ - IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF � . LAN D Darr: EG:2683.02 \ \ \ \\ \ \ \ / \ I MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . niFNUMBfA Fa-zozi-0oee v v \ NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. . GROUP V A v v \ I - 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN EG:2683.31 \ J\ , \ \o \\\\\\\\ \ \ \ \ \ / \ I _ _ \ APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO \ 2 \ \ CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES \ SW:2684.95 \ 2 / \ \ \\� \ _ \ \ \ \ J /_ DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT \ \� 00 LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE EG: 2683.49 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO SW:2685.29 \ [7, 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 \ \\ W: 2685.49) PRIOR TO DIGGING. - - - - - - - - _ - - - - - - - - - \ - - - - -_\ _ - / S EG: 2683.32 \\ � � � � � \ � \�� - - - _ Q v y y y y�y y- - - _y y y-- ----- y y_ y y y y - - / 3. COMPLY WITH ALL NOTES ON SHEET C1.00. MATCH EXISTING �\ �\\ \ � � �- � � � �- - � EG: 26 c� \ \ EG: 2682.96 ----_ \ SIDEWALK RAMP - - - - - - - 4. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED °/ �\ \ 22 \ - - _ _ - - - - - - - - R � CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%5 SLOPES ` + +p0 EG: 2671.19 �� EG:2682.56 "P� i 2$ WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY EG: 2672.11 / DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM \ \ / 23+0p SS \ I � \ 21 � � \ _________ � - S� SLOPES. \ SW:2684.97 -------- \ EG: 2680.92 -- EG 2679.96 overland Road_ \ \\ \ 2 tSS 27+00 EG:2673.10 2672= - / 1„�� -� i 5. ABBREVIATION NOTES: SW:2672.84 24+00 EG:2678.952677.9 \ EG:2676.15 26+00 _EG:2675.09 \ - � / SW-SIDEWALK WALK ELEVATION o \ _ EG: 6 SW: 2684.46 SW: 2683.74 - 25+00 EG:2677.16 " -- - /! EG-EXISTING GROUND ELEVATION AT CENTERLINE ` 6�0 c _ =26�9 - SW:2673.79 \\\ - �6� 6� // CONTOUR R OWN AT - _ - SW: 2675.88 6 NTO INTERVALS ARE SHOWN 2'AND 10 \ SW: 2676.83 ,,� , _ - � - SW:2674.93 Roadway & Drainage Notes: P - - SW: 2682.86 SW: 2679.76 SW: 2681.85 g rX2j / � � ,P _ SW:2680.75 �-- � SW:2677.80 _ � / M. gs f ` - _ _ _ - SW: 2678.77 _ _ - - / \ - - _ 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC \ A� / / ��, / ( - �- - --- ---- -\ 3 J /\ - q°PI f y y y - WITH --- -o 1 � \ SD 1132A BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM 8, Q� "PIRR 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. o \ \\ \\ _ \ -\ \ 1 / \1\ 3. 5'CONCRETE SIDEWALK(5-IN THICK)ACHD SUP SD-709 Ci 00 11, i LU coo Cg o + co0O PT STA:2+05.29 \ N r \ - aIr / � ( _ CL -- - - 33+00EG: 2662.30 00 2660.24 � 32+ / I 34+00 _ Curb Legend: CD �3.10 = QVer�alld - EG: 266555 1+00 EG: 2664.11 \ `O - 6 C C EG:2666.99 EG: 2668.15 - - 1 - o STANDARD VERTICAL CURB AND - EG:26722\11 8 00 _ �- 30+010 _ -- - ------ - -_- 21"SFN/ `ti000 �� \\\ /`ti /,`ti - �\N �� - � y EG: 2670.27 29+00 cv / / R, p� GUTTER PER ACHD SUPP SD-701 EG: 2671.19 EG: 2669.24 _ --- - _ � 2 A N I SW:2662.49 SW:2660.20 \ / STANDARD 3"ROLL CURB AND LU �5 , \ \ SW: 2666.51 SW:2664.59 � � _ \\� � � GUTTER PER ACHD SUPP SD-702 CZ �_- _ SW: 2673.79 --- SW: 2668.23 - - R�V - _ - - SW:2672.84 SW: 2671.89 SW: 2670.94 ` \1 _ 6 \ \\\ / -�-"R SW: 2669.73 _ PI 6 P _ CD 4 P gnage Keynotes: "PIRR--- _ - - - - - - - - °°° ACCESS SEEC3.10 ) \ \ \ \ r 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. � _ - - - - - � - � � - - - \ OR� DETAILS \ Q oo 0o cc COD >0 - - - - - - - - - - °o o ° o \ \\ _ \ \ it \ _ ° CO3 o 9? I I 6 0o \� \ \ � 5>A \ I I III 1 I I Signage Installation Notes: Revisions \ \ \ \ \ 1 \ I i 1. 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS,VINYL Overland Road Sidewalk Details 0 40' 80' 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. Horizontal Scale: 1" = 40, 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. EASEMENT Sj0NAL10, E1V ST SIDEWALK 8'PLANTER 2" 109 1 X qTE F ��P 0 1.75% Jq�N DEN I Project No.: 0/2(PI2021 121027 5'CONCRETE SIDEWALK (5-IN THICK) Date of Issuance: 10-25-2021 ACHD SUP SD-709 Project Milestone: Permit Set EXISTING 6-IN VERTICAL 4-IN OF CRUSHED AGGREGATE Roadway Plan & Profile CURB&GUTTER FOR BASE,TYPE 1 Overland Road d Sidewalk Details N E o Typical Section Scale: NTS C109 ��a IE iDE� IAN �J Sheet Notes: ` ��_= APPROVED 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =%� �� T H E 12/06/21 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF zo LAND oars: MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . FILE NUMBER:FP-2021-0059 NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. �� G RO U P 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO ' I "' / 1 I I / l CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES + 2664 — _ _ \ ) / \ \ \ l 26T8 I ------- — / / DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT T _ I I ? \ \ LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE `o I I 2 1� \ \ � / / I I / 1 / CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL / I / / DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO 1 r i 1 / \ S 1 SPA 7+ EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE I SW:2664.72 J / „SS 8"SS \ � I CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR o TTI I U° Do00 000 Oi0 l0 0 00 0 0 Cli.o 00 00 0� 00 00 0 - o DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS o g o O O — J �. \ PRIOR TO DIGGING. I o0 0 „ � ° �s 0 ° 0/ 0 OD o 000 0�0 00 ¢ 00 o sw:2669.6s a 4 8"S sPN QD 00 Oo ,� 0 00 00 po POo 0 00 00 O O �o , D 9 ShN 3 O1 O O ° ° ° O O ° ° ° O o C ° O ° ° ° ° ° � O ° ° 0 ° ° ° ° OI ° 0 O° SW: 2669.73 O o / IDo O 0 i � v 3. COMPLY WITH ALL NOTES ON SHEET C1.00. = 10 O o/ o 0 0 0 0 0 o J c I SW: 2665.23 1 / i `j I 1 / I c / / / / \ 1 ° O O c / 4. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. I I W N I I 1 I "' / / / / 1 O O 00 1 y / CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 7 i WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY 1 SW:2665.43 ° o° a 0 O o°� O o 0 0 O 0 0 O 0° 0/ O 0 0 0= 0 0 O 0 0 O o 0 O ° 0 SW: 2669.76 0° ° ( DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 12"w 12"W 12"W I ° O 1 2„ °lO /° 0 �„ o0 �� o �O , ° O0 1 OD O0 ° OD ° ° O ° 0n\ °10 O ° O 1 \ SLOPES. n _ n � sw:2665.52 0 0 D o 0 0 O 0 O O 0 O o O D O \ o SW:2669.81 /12 O 12 O O Q 0 0 0 0 ° 0 O o 0 O o 0 O o 5. ABBREVIATION NOTES: SW-SIDEWALK WALK ELEVATION `" 1 / I / "' 1 \\ V/ i I EG-EXISTING GROUND ELEVATION AT CENTERLINE I I I I 1E3 / 1 i /2 6. CONTOUR INTERVALS ARE SHOWN AT 2'AND 10'. Keynotes: ElEmergency Access Detail 1. GRASSPAVE SEE DETAIL THIS SHEET 1 Scale: NTS 2. BOLLARD SEE DETAIL THIS SHEET 3. CHAIN WITH PAD LOCK COORDINATE WITH FIRE DEPARTMENT FOR TYPE OF CHAINING AND LOCK r 4. CONSTRUCT SIDEWALK APPROACH PER ACHD SUP SD-710 ui W a � CD SPECIFICATIONS = E UNIT SIZE- (20"x 20"x 1") g � 0 AVAILABLE IN 9 STANDARD ROLL SIZES Curb Legend: UNIT WEIGHT-510 GRAMS (18 OZ.) OR 2.0 KG (4.5 WELD SOLID POUNDS) EYELET ONTO ° STANDARD 6"VERTICAL CURB AND y STRENGTH-402 KG/CM2(5720 PSI) BOLLARD COLOR-BLACK(STANDARD) GUTTER PER ACHD SUPP SD-701 RESIN-HDPE (WITH SOME POST-CONSUMER STANDARD 3 ROLL CURB AND W " . a FILL PIPE WITH CONCRETE, ROUND TOP ______________ �� PLAN _A GUTTER PER ACHD SUPP SD-702 RECYCLED CONTENT) ° GRASSPAVE2 SQUARES �� 6"SCHEDULE 40, STEEL PIPE SET IN CONCRETE A ° . ° FOOTING. PRIME AND PAINT AS SPECIFIED. ° CHAIN AND PADLOCK ATTACH COLOR PER ARCHITECT. ADJACENT GRASSPAVE2 SQUARES M °A PADLOCK TO WELDED EYELET ° 6"SCHEDULE 40, STEEL PIPE SET IN CONCRETE A. FOOTING. PRIME AND PAINT AS SPECIFIED. i� I ° a ° COLOR PER ARCHITECT. � LANDSCAPING PER PLANS ASPHALT c SEE ENLARGEMENT BELOW ° PAVING PLANSER ° O M O HYDROGROW MIX BELOW RING SUPPLIED FREE a Eil oA BY MANUFACTURER A ,, — I CA / RINGS FILLED WITH CONCRETE SAND (CLEAN, D O O O O O O O O O O a . '° . 1 :A L96 __ d d' Revisions�° ° SHARP SAND) �`�jl, �^i• �• 0 0 A \ \�\i�i\\��\\ \\i\i\\�\ � ,� 4�,�,�,�,�.� ,� ,� COMPACTED SANDY GRAVEL ROAD i i\i\\ \\ \� \� i\��\ \��\ \� \i \� �i\ \ A ° 1 obobob�b��ob� �U�b�oUqb�b��oU� o � �b BASE 95% MODIFIED PROCTOR �i \\ii\�\\\�ii\\ \\i \\\i\ii\\� 0Q�.pp,A�}ppo 0Q�.pp�A�.ppo 0 ��}pp0 Appo a �po ��.ppp0 A.ppo \� .° A �i�\��\��i \i\\\ \ \ 0 obo�o�oZ7obo�o�o�o�obo�o1MO o�o� � obo� DENSITY, MIN. 12 /�j \ \\ ��. A F \\\\c�-i\\\ \\� ; 'A ce ° i\i\\ i \\ \� M I I I I M I M I I I I M I M I I I I I I I I I I M I M I I I IA. E-I I I=I I I=I I I—I I I- 1 i 1—I I 1-1 I 1-1 I 1-1 1—�i�— COMPACTED SUBGRADE \\�.\\�\�� \�\� ; e . .4" . \� j�\i\ �\ �i\\i\\� "° � i I I I I I I I III—I I —III=III—III_ i—iTi ..a \` \��\� \\ A ° A —III=1 SECTION COMPACTED SUBGRADE��i\�\\�\\��i\\ TOP OF GRASS ROOT MASS 6 MM '� \iN \� \i i\i i A (l . ")ABOVE TOP OF RING. ° \� \//\ \ \ \\ \\ d GRASSPAVE2 ATTACH WITH SNAP-FIT O OO �� i \ \i\�\�\ Q O,1O O FASTENERS oQoQoQoQonoQon oQ�oQ�o�oQ�oQ�oQ�oQ�^ ROOT MASS TO FILL GRASSPAVE2 6" 6" 6" BASE COURSE AS SPECIFIED ENLARGEMENT COMPACTED SANDY GRAVEL NOTES: BASE COURSE 1. REFER TO PLANS FOR EXACT BOLLARD LOCATIONS. -O'SAL ENG o� G\ST 1� Grasspave - Emergency Access Detail & Section 2 Steel Bollards w/ Chain 109 1 3 Scale: NTS Scale: NTS s J�E OF q \OP� N DEN 10/Z(p 2-0 2-1 Project No.: 121027 3 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Roadway Plan & Profile Emergancy Access d Details N E. C11 0 �1 �J GA LINE CROSSING N G ALL WILLIAMST / Sheet Notes:s c OSS c S = T H E APPROVED / ILL, / 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, r 12/06/21 1 -855-245-2300 AT LEAST 30 DAYS BEFORE / / CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO � LAND oars: / N CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT FILE NUMBER:FP-zozi-Doss ANY EARTH WORK OR WORK IS STARTED � � / � � • MATCH PLANS. • L�g L — - GROUP WITHIN THE EASEMENT co 1 / / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN , ,� � APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT / l / B1 7-S / W LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO s,62 -SF / BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS 131 L03 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND ReaC� ,l / O 6,625-SF UTILITIES. ay day i OD c ry / + J � , O oN c, 0QD rn co rs+ a � N � \ 00 1 � � \ cn ow I + Jrn o iz�_ 00 14-FT WIDE GRAVEL a L N ACCESS ROAD PER CITY OF W 8' S �\- ` ,_ _ "' o w I order ,\ , , — _ _ Keynotes: MERIDIAN DETAIL G-2 16go _ 75' y 20+00 -_--- - - - PIPELINE EASEMENT I SSMH11.8,,w \ ksS -- 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE N0. 2 ON SHEET C1.00 --_ _ 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET G) i I -_ (�8 2 2 250-LF OF 8-IN PVC AT 1.0( 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 8"W — AND MARK PER SD SW3 I c I 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SDSW3 I o 00cc 0 I 3 I I _N + LO � I. WNW ^ � � — _ I I CID In Z-Z N_ + o I I O WNW CO U_ 6 uy 2 LO B2 LO A��/1 co � C� � 1573 5,592 SF �1 1 00 � Sewer Line B 0 30' 60' Nu Horizontal Scale: 1" = 30' 2697 � 2697 Q �■■� Sewer Line B (4): Sta. 17+40 _ 20+40 Q HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 2694 2694 E STA: 17+96.40 CL O cs STA: 18+73.29 Q c� GAS LINE EASEMENT 2691 2691 C) CD y W Q 2688 _� CD EXISTING GROUND AT 2688 CENTERLINE PIPE Q 2685 PROPOSED GRADE AT 2685 CENTERLINE PIPE 12"WATER MAIN �p� CROSSING z �pQ c,JI JQ� �O c Q 2682 QoQti� 2682 0 = CD O CAC.� w o EXISTING 24"&27"GAS MAIN Revisions CONTRACTOR TO CALL WILLIAMS 2679 1 PIPE LINE AT 1-855-245-2300 RETAIN AND PROTECT USE CAUTION = z_ C\, M M N 8-IN WATER LINE CROSSING 2676 2676 176-LF OF 8-IN PVC AT 0.45% CO 1 "T'TYPE CLEAN-OUT PER 2673 CITY OF MERDIAN SD SW1 2673 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: 19 RIM: 26, 5.32'R RIM: 86.27+ 2670 IE IN: 2673.89, 8-IN PVC (SW) 2670 IE OUT:2673.79, 8-IN PVC (NE) ZpNAL ENG 2667 2667 109 1 s� X qTE 0 F \�P Jq N DE'S 10/2(v12021 e 2664 2664 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Sanitary Sewer AT CENTERLINE PIPE AT CENTERLINE PIPE 2661 2661 Sewer Line B a T M O co M � co N O T Lf') T o y o CO ti co ti N Op co G.O O co co Gfl ~ Ln W L!") M co l!') Lf> CO CO I� (D CO Lf> W M co 00 CO 00 co 00 co 00 CO 00 CO CO CO 00 W co GO c d N N CD N N N � N N N N � 3=' N N N N N N N N N C4m01 J d a 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 �a IE iDE� IAN- I - �J / I B1 L03 I �,329 SF Sheet Notes. `� �,�__, 4 6,625-SF / 1 M =i %-- T H E APPROVED O B1 L10 O \ 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, r� 12/06/21 6' / B1 L04 I 6,625-SF O 000 + -� T • CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO . LAN D Darr: 0 6,625 SF B1 L05 B1 L09 Co N ; / CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT FILE NUMBER: + „ O B1 L06 ( B1 L08 6,625-SF ¢ L:L N / . FP-2021-0059 + J �0 4 6,625-SF I N / 6,625-SF I 6625--SF I 6,625 SF O + J M \ co o MATCH PLANS. - G R O U P o "' + N N _ / / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN J O Cfl / \\ l II `" iz_ 00 CO"' r- co17 O O 4 4 4 O o w/ ' _ APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT w / + J N T° O O O Lq + J � / / i 1�, LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO = o _ / �, r- 00 � � �? N J Ln N N 17A0 $1,SS BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS - � w ' + ao LO J o~ + J , I N o, r` ' Now SD - FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND bo O — N N I + Jcp NCp 2p _ a � N N 80 M + C\, M ti ti ¢ �, 2 SD !'26+00 2 2 UTILITIES. CO �c pp ~ LL_ W I N N O N N ~ N N O I o W D' 11JJ f , „Ss _ o u w I � "' C" CD w SSMH14 -' Co- - _ v) o - U, o ,�; cn o _ - - -_ - o o S , ko, - - - - / � .,SS -__21+00 � _ — ——— —— — — — — — —— SD - +00 0 2 2 250-LF OF g_ - -- - - _ g S� pF 8-IN plc 2 PVCA - 222-U 2 2 so 81,5 22+p 170° _ -__ — ----- -------- ------ 23+00 ------- --------- 24+00 170° $, S -o 8 _ _ S $ - W 2 - 8„SS 8"SS "SS d- _ 2 _ 202-LF OF 8-IN PVC AT 1.26% _ i / L Ar s. ■ \c�� --- ---__ _w SSMH12 2 - - - 2 SSMH13 2 /�� N Keynotes. # ——_ — ---- ---_-- a W Border Way 2 __— � 8,W 8„W _ -- 8„W � .°°° �� 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 _ - ----- N + M ------ 6) Cr W N Md _ ------ _0 Lo d'_ -- --- - ------------- r_p Q O Q N �, N �, _ __ �, + ` 2. POTABLE/NON-POTABLE SERVICE CROSSING SEE SEWER NOTE N0. 3 ON SHEET _ _ _ _ _ _ CO0 � wN � �� M - _ _ - - - - _ _ _ - WNW ` N 3L04 C1.00 Cr _ B2 LO 4 Q• / �o / w N CO d � 0 a, - ,- - - - - - - - - - - - - - - - - - �' o O4 5,00o sF 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 5,592 SF O Q "' + � � °' 6) °C T I` O° `�' rn o `� ��`' '' I O B3 L03 " AND MARK PER SD SW3 I 4 !— L CV Lo CV lf) ti � _ M CC N O oC N � ~ M - N + cJ _ Vj d' + O) CD r - ti p r1_ LO CD N �i / Q � wN C+5 N + ram NC� o cc000 � N � o N + M WNd Q 5,000SF O / CO Q `r Y' N v 1-'' �: �; LNLr M �'; L�r� "� CO C'j "' p I B3 L02 " 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN B2 L03 ,� a � N - N - N a o �p SD SW3 CIO4,829 SF 4 I LL ¢ LL ¢ LL LL_ I O I B2 L04 O o cn o � o ( c~n o F- o I c i o 4 we 5,012-SF \ y 4,829-SF B2 L05 O IO 4 I 4 I 4 I 4 I I� �' ' 1 1 „ 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE 0 4,829-SF B2 L06 O O O B2 L12 � � � I �� I � CONNECTION / 4,829-SF B2 L07 B2 L08 B2 L10 B2 L11 5,012-SF 1 Sewer Line B 0 30' r Horizontal Scale: 1" = 30' UJ 2691 2691 y Sewer Line B: Sta. 19+80 - 26+4 Q HORIZONTAL SCALE: 1" = 30' _ VERTICAL SCALE: 1" = 3' 2688 � 2688 2685 _^ � 2685 Q CD y 2682 � 2682 W EXISTING GROUND AT CENTERLINE PIPE Q WATER SERVICE • CROSSING - I' 2679 2 2679 WATER SERVICE i� CROSSING cz 2676 2676 M CD PROPOSED GRADE T w WATER SERVICE CENTERLINE PIPE CA CROSSING WATER SERVICE 2673 Revisions 0 2673 250-LF OF 8-IN PVC AT 1.00� CROSSING WATER SERVICE 1 O STORM DRAIN CROSSING O �12-IN PVC CROSSING O 2 2 202_LF OF 8-IN PVC AT 1 26/ O CROSSIN WATER SERVICE 2670 CROSSING 2670 SSMH12 48-IN DIA. PER ISPWC SD-501 STA: 22+10.69, 0.00, RIM: 2678.79± I IE IN: 2671.29, 8-IN PVC (SW) SSMH13 2667 2667 IE OUT: 2671.19, 8-IN PVC (NE) 222 LF I 48-IN DIA. PER ISPWC SD-501 OF8-IN pVCAT 1 72% STA: 24+12.83, 0.00, RIM: 2676.15± IE IN: 2668.65, 8-IN PVC (SW) 2664 IE OUT: 2668.55, 8-IN PVC (NE) L2664 I SSMH14 SEEPAGE BED SEE ROADWAY 48-IN DIA. PER 6WC SD-501 pNAL ENG PLANS FOR DETAILS STA: 2435.19, 0.00' o�� \ST RIM: 2672.61+ 2661 IE IN: 2664.73, 8-IN PVC (SW) 2661 109 1 IE OUT: 2664.63, $_IN PVC (NE) s, o OF \�P� 2658 2658 10/2(v12021 3 Project No.: 121027 Date of Issuance: 10-25-2021 Project Milestone: Permit Set EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE PIPE AT CENTERLINE PIPE Sanitary Sewer 2655 2655 LC) CDLf) 00 CDCDN Lf) 00 � o LO N Sewer Line B T f coT O O O O O ,— N C? r Lf) f� CDN r— M LO ~ N O O) O CO O N O f� T CV ao Lf) O Lf) cfl Lr') Ln Lr') M O O O O 00 00 00 I-- Cfl CID L1') Lt") W L!") a0 00 M 00 N 00 N O co O a0 O M M co ti O ti O ti CO CO CO LC) Lf) L() M M N O CO O W O M O W O co O W O co C.4 ti CO ti C.4 ti C.4 ti C.4 ti C.4 ti C.4 ti C.4 ti C.4 ti C.4 ti C.4 ti co t` CO ti co ti co ti co ti o N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N CO N O N co N O N O N O N C.4 N N N N N N N N N N N N N N N N N N N N N N N 4- 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 C4mO2 ��o E IDIAN- I �� d°° 61 Lly B1 L12 I I �° ° Sheet Notes. 7, SF I B1 L18o O, ° 8,487-SF �'� \\ \ �� = APPROVED O � I o o E� 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, j THE I B1 L13 I B1 L17 SEE SH'E �' C4.05 °° 6> ` \ LAN D DATE: 12/06/21 7,370-SF B1 L14 B1 L16 ° ¢' oo ,o CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO . ao " I B1 L15 7,571-SF O �� CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT . FILE NIIMBEN:FP-2021-0059CID 7,324-$F O o°° V' ° + J w I 7,283-SF I 7,245-SF 4 ° > o°° _ B1 L20 N N �� 4 ° o z� °o CP N MATCH PLANS. GROUP M 8,882 SF _� o w IJ r O 4 4 O ° �rn � + O 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN co, o`' O O O Ln + J - � ,' Q co rn APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT Q LL N I O co N co I` O Lf> J L.L T _ Li w + J M c,i C? + J 1, c, �, � o; cn O w C / LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO — _ � O - " '� O° O rn - "' Q " �" "' — _ — — _ + J BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS coM � I + JCO M + JO I N NCo I I- LLw T' — ro / Q L:L N r� - CO + J � rn - co co cn O - � � co _ F- o LL �, � oo N N w — — — — \ Q C.0 / FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND —� SD I ¢ U N ¢ '' ¢ LL N I CC) "' o — — — — — — — i" c~i� o w � UTILITIES. LL. N I U) L.L �,- / — _ N CD F- Ow cn Ow - - - - - - - \ — — _ �0 ° — — ---- , - ---- \ y - _ — - - - - --- - - _ - SSMH 20 171 31+00 2 �� 2 - - - - _ --- 113-LF OFg_IN PV' 2 --- 2 -------------------- 02-LF OF 8 IN PVC AT 5.00% 8"SS _ 3 8-IN VC_ I y 5 LFOF81 P 1 8"SS CAT 1.96% 174°------- - ------------ - -- ---- - ----- ° -9-- 8"SS AT 0 40% y2r° o SSMH14 7; 2 "�/ 2 _ 8"S 141-LF OF 8-IN PVC AT 4.22% 175 +00 8"SS — SSMH17 �� N J ---__—. — z 8"SS 8"S� _ 2 M O — — —� SSMH16 S Border Way 8 W ---- 4 SF --- 8"w 2 - ----___-- SSMH15 2 2 - --- W _- - - � O 847 Keynotes: # -- ------------------------ - -- g„W ---------- --- _ -_-- ---------- _- - c N — ---- - — — — — — — — 9 1. TABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 _ G - ------------------------- ------- - -- — — °� A\ o 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET — —co CD6 cc _ — 'ZI1� O C.0 f 1 r- LO — i - - - - - - - - - - - - C R p T N -t- 6> /\►��O ,} I W I I ' N V' N + O0 cD c i CC O 00 O O CO L1") O N N _ N + r W O N� I �I n Q w _ co N N �, CO O M cc o 0 0 ,;; o M 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 F- N a + co coCD - cfl co Ln cD N - N + C"? - co d Q U / O I I =' o o Ll1 rn M �- ) — — AND MARK PER SD SW3 c" d uitiN N + LLr) N + � `� ) - N V � LLL" � � ' <; SSMH21 WO) N G00 C/) Q I N V L.L1 N MV W N C6 N d• Lt.'i. I O 4 V 'I P I O B3 L03 = O I 4 � o I Q L� Q U_ I CD 4 O y �� ' 'T 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN 5,000 SF C* F/L04 O I 4 I cn o I � o I C~ o o I O O f3 L13 B3 L14/ I i M � SD SW3 c~i� o L Li /tOO-SF B3 L05 B L O O I O O B3 L12 8,236-SF 5,441-Sf II I - y 5,00o SF 3 06 g3 L07 B3 L11 6,000-SF 1001* 5,000-SF 5,000-SF B3 L08 B3 L09 ,000-IF 6,000-SF / _ % o 00 �' I G ,1 3-S 5,000-SF 6,000-SF �� I �I 8,193 SF Sewer Line B 0 30' 60' TME Horizontal Scale: 1" = 30' UJ C4 2676 2676 � ewer Line B (1): Sta. 26+10 - 31 +80 EXISTING GROUND AT HORIZWTAL SCALE: 1" = 30' CENTERLINE PIPE VERTICAL SCALE: i" = 3' � Q 2673 2673 E CL 0 i� 2670 2670 O Cn WATER SERVICE PROPOSED GRADE AT CROSSING WATER SERVICE CENTERLINE PIPE W Q 2667 O CROSSING-'-,,,, 12"WATER MAIN 2667 O2 WATER SERVICE CROSSING 12" WATER MAIN CROSSING CROSSING O Q O O 113-LF OF 2664 8-IN PVC AT 1 96% 2664 SSMH14 48-IN DIA. PER ISPWC SD-501 STA: 26+35.19, 0.00' cc RIM: 2672.61± z 2661 2661 0 = o 0 IE IN: 2664.73,8-IN PVC (SW) SSMH15 IE OUT:2664.63, 8-IN PVC (NE) 48-IN DISTAE27+48 36, 0 001 r41-CF0FB'7Np RIM: 2671.61± </CqT4?2/ 0 IE IN: 2662.41, 8-IN PVC (SW) Revisions 2658 ---- 2658 IE OUT: 2662.31, 8-IN PVC (N) 1 2655 SSMH16 2655 48-IN DIA. PER ISPWC SD-503 STA: 28+88.95, 0.00, RIM: 2670.70± I 2652 IE OUT: 2656.28, 8-IN PVC (N) �FB� 2652 Np ��gTsoo/ 2649 2649 ��SZONAL ENG 0\ST 67-LF OF 8-IN PVC AT 0.40% O 53-LF OF 8-IN PVC AT 0.40% � 2646 - - 2646 109 1 SSMH17 SSMH2O Jq�Tf pF \0 48-IN DIA. PER ISPWC SD-503 48-IN DIA. PER ISPWC SD-503 NDE'S 2643 STA:3R M 2669.40o STA: 31+45.44, 0.00, 10/2(v12021 RIM: 2669.08± Project No.: 121027 IE IN: 2646.48, 8-IN PVC (E) IE IN: 2646.17, 8-IN PVC (S) IE OUT: 2646.38, 8-IN PVC (S) Date of Issuance: 10 25 2021 IE IN: 2646.17,8-IN PVC (N) Project Milestone: Permit Set EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION IE OUT: 2646.07, 8-IN PVC (W) Sanitary Sewer AT CENTERLINE PIPEI F AT CENTERLINE PIPE 2640 2640 Sewer Line B O N O O N O N Ln Ln Co I� O O N N Ln CC') O O O O CC') O U J O M O CO r CO U J Cp M N O O f` O co CO N O O W LP � co T co co co T M co d7 O T p O c0 ti f� T CD a M N N O O O O O O) O O CT O O W ti f` ti f- f� ti f� f� f f- ti ti r- f� ti W f` O ti co f� co ti O O f` O f` co O CD co CD co CD co CD CO CO co Co O CO O CD O CD O CD co CD co Co co Co co Co O co O CO O co co co O co O co 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 CV N N N N N N N N 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 C4mO3 Sheet Notes: 0,�_= B1 L26 APPROVED o �Q B1 L24 B1 8,162-SF 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER STORM DRAIN rj � T H E B1 L23 s,156-S , s-SF � , � DATE: 12/06/21 /Q B1 L22 8,207-SF 8,195-SF I CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO LAND � o / 8,193-SF 4 I �O I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT nr�NUMBER:FP-2021-0059 O O4 O I O I MATCH PLANS. �� GROUP 14-FT WIDE GRAVEL ACCESS ROAD ° B1 L21 � � 00 + J C� 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN o, 00 rn + J U-) �o N PER CITY OF MERIDIAN DETAIL G-2 co + J rn v r` N Cl) --CO APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT s,474 SF + J CO CO N CO CO � N LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO -AA + J M ch MMCO Q N cnOw M N o w 011' — — — — — — — — — — — _ BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS / — — — — — — — — — — — — — — — — — — — — — — — — — — —�-.,r — — — / F-q o w — — — — — o w— — — — FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND 1i � _ UTILITIES. N - — — — — - 37+ Cl) � O � i _ _ --- .,.. � LPL N ---------- Cn O j� ------12,W- / -- - - 211W 1 _ -- - 1211W 2 � 36+00 I I 2 2 W 2 �, 2 34+00 — SSMH22 2— 35+0 8 SS 8 SS 33+00 — "' � 8"SS 167-LF OF 8-IN PVC AT 0.4006 23.4 B1 Leo � 2 — — , 8" S I 8°ss W Evening Sun St ------- — — I 8,882-SF ri /` ' ———— _ + J / o %N 8 SS 212-LF OF 8-IN PVC AT 0.40% y .�� 1 - ---- _ _ SSMH21 p8o -- -------------- --- _ -- — —— -M ------------- - \ �E _ -- Q ii N ' ----—= _ _ -------- — O O �� - - L Keynotes: SD _- - I SD —=- - L � o w ' pAo SD -SD SD OD' ' - _-_ — — 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE N0. 2 ON SHEET C1.00 - - - - - - s — — — — — _— — — — _ _ — — — — — $ 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET B3L14 - - - - - �6. �� C4�Q7 \ C1.00 LO + J � N � EE V ' 5,441-SF N T \ E S1 I SSMH2O ,� N o SE \ 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 Cl) O i / _ �� w-^, �� AND MARK PER SD SW3 cli �N woo + J �� \ o ` 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN B3 L15 S co \ B4 L15 SD SW3 o w o- ` \ 6,051 SF 22,058-SF 2 N \ 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE CC)L19 � � � � �� r; \ p CONNECTION 8,487 SF 14111 �B3 L13 / / ti 1 \ , Sewer Line B 0 30'co r Horizontal Scale: 1" = 30' UJ 2676 2676 y _ Sewer Line 2): Sta. 31 +80 - 37+13.3628 Q HORIZONTAL SCAL 30' _ VERTICALSCALE: 1 _ ' 2673 2673 E CL i� 2670 EXISTING GROUND AT 2670 O CENTERLINE PIPE Cn 2667 STORM DRAIN 2667 U 12-IN PVC CROSSING I I 0 PROPOSED GRADE AT CENTERLINE PIPE 2664 2664 = 8"WATER MAIN CROSSING O cz 2661 2661 Q 00 w Q CAo I SEEPAGE BED SEE ROADWAY 1 2658 PLANS FOR DETAILS 2658 Revisions I I I I I I 2655 L - J 2655 2652 2652 2649 2649 O 167-LF OF 8-IN PVC AT 0.40% 212-LF OF 8-IN PVC AT 0.40% ONAL Ely CO 2 0� G\ST 2646 SSMH22 "T'TYPE CLEAN-OUT PER 48 IN DIA. PER ISPWC SD-503 STA: 35+92.68, 1.39'R 2646 109 1 RIM: 2666.32± SSMH21 STA:34+25.20, 3.2011 1 s�qT Po 48-IN DIA. PER ISPWC SD-503 RIM: 2667.35± IE IN: 2648.47, 8-IN PVC (SE) f OF \�I STA: 32+12.90, 0.00' IE OUT: 2648.47, 8-IN PVC (NW) Jq NDEN'S"' RIM: 2668.73± IE IN: 2647.80, 8-IN PVC (SE) IE IN: 2647.80, 8-IN PVC (S) 2643 10/2(v12021 2643 IE IN: 2646.85, 8-IN PVC SE Project No.: 121027 ( ) IE OUT: 2647.70, 8-IN PVC (NW) a IE OUT: 2646.75, 8-IN PVC (W) Date of Issuance: 10-25-2021 Project Milestone: Permit Set EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE PIPEI F AT CENTERLINE PIPE Sanitary Sewer 2640 2640 Sewer Line B O N N C.O 00 O N ti co O O O O co O Cb cc O co O O O LO co N co O N r- O M C:) ti � Lf> � M M N co O co O co U-) O M M T CO c0 00 c6 00 � � CD CD CD CD T CD co (D 00 00 00 00 00 ti ti titi ti O O LO CO CO 11") 11") Lf') f— f� co co CO co co COC.O CO CO CO CO CO CO CO CO CO CO N E o O Co co co co co co co CD co co co CO co co O CO co Co co CO CO CO CO CO CO CO co Co co Co co co O Co co CO N co N co N O N coO N co N co N co N co N CO N co N O N CO N CO N CO N co N co N co N co N co N N N N N N N N N N N N N N N N N N 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 C4mO4 1 b..r _ �1 --- >� o w�' - 2 Sheet Notes: �•►.,- � v _ 12„ � T H E APPROVED I I \ N ,' �k00 10 2 W 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, =� Darr: 12/06/21 I 1 \\ O A36° SSMH21 \ CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO_ 8' CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT LAN D 0. --- SS FP-2021-0059 I 1 _ FILE NUMBER. � 0•�- �,, \ LMOI 1 I ,, � 4iS�1G -_\ MATCH PLANS. • t I M SSMH2O $,�e' �� - - G R O U P I I cL C.0 i OF / SD 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN y + 0� ,' / , �� APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT I 7r _�� LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO I B1 L19 ¢ N ��'` i ' ` 63 Lid ^ BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS 8,487-SF U j 777 p �y I �+ �+ 4 < I CD SEE SHEET � �� FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. I y I L o Q co I In EX SSMH19 ��II + ► I 401+00 I 41+00 °SSMH18pp I I I S I pO s O° �42+00 OpOOp O OpOO -0 OCID O 00 Op O 00 O -2- "-- 5 - N PVCA4 0O%5LF 018-I ooO 000 9�o I B3 L13 12"W p °po o°° ono°o 0 0°°o o°bo°q° °°boo °°o °o °� 211°°°o I SSMH17 m I s,236 SF Keynotes: d ° ° ��p O o'�o p''�o'�ba�� p � °° ° H STA:30+67.38 O\ I I I - I OFF:42.96',R 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 cc O I I S I I IE:2665.0 \ I I y E r I M I 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET I CY) 3 I C1.00 \ I + J co Cl) i cc II I y Q CE N = I �_0&,L_jo= 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 \ OWN I I � pp I SEE SHEET C4. AND MARK PER SD SW3 \ I o I r i 8,122-S 03 2-SF I y I N 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN I I I I I I I STA:30+11.31 B3 L12 SD SW3 OFF:43.16',R O 6,000-SF 5. REMOVE EXISTING TYPE"T"CLEAN-OUT AND INSTALL SEWER MANHOLE. MATCH I o I IE:2665.3 ELEVATION OF EXISTING SEWER AT POINT OF CONNECTION. NOTIFY ENGINEER OF �LO I ANY DISCREPANCY FROM PLAN. Sewer Line B1 3 60' r Horizontal Scale: 1" = 30' W 2676 2676 y Sewer Line 1131: Sta. 39+60 - 43+50 Q HORIZONTAL SCALE: 1" = 30' Q = VERTICAL SCALE: 1" = 3' Q 2673 2673 E CL i� 2670 2670 Q CD EXISTING GROUND AT Cn CENTERLINE PIPE Q 2667 2667 W PROPOSED GRADE AT WATER MAIN Q CENTERLINE PIPE 2664 2664 = i� Q c z 2661 2661 0 o 0 CAC� w o 2658 2658 10 Revisions 1. 2655 2655 2652 2652 2649 2649 5 ��SiONAL ENG ��G\ST .1� 2646 150-LF OF 8-IN PVC AT 0.40% 1 2646 45-LF OF 8-IN PVC AT 1.05% 109 1 J`jgTe \DPI O F SSMH17 J SSMH18 48-IN DIA. PER ISPWC SD-503 gNDEN� 2643 — 48-IN DIA. PER ISPWC SD-503 RIM: 42+4 , 0.08'L 10/2(v12021 STA: 40+99.32, 0.73'R 2643 Project No.: 121027 EX SSMH19 RIM: 2665.33± IE IN: 2646.17, 8-IN PVC (S) Date of Issuance: 10 25 2021 48-IN DIA. IE IN: 2645.47, 8-IN PVC (E) IE IN: 2646.17, 8-IN PVC (N) STA:40+54.41, 0.78'R IE OUT: 2645.37, 8-IN PVC (W) EXISTING GROUND PROPOSED GRADE IE OUT: 2646.07, 8-IN PVC (W) Project Milestone: Permit Set RIM: 2664.45± ELEVATION AT CENTERLINE PIPE ELEVATION AT CENTERLINE PIPE Sanitary Sewer A 2640 IE IN: 2644.90, 8-IN PVC (E) 2640 Sewer Line 1131 IE IN: 2643.82,21-IN PVC (S) �? 000 N 00 '� M '� T° T o T cNo v In ono E IE OUT: 2643.72,21-IN PVC (N) co c co co c c c cco _2 y o N N N N N N N N N C.0 N N N N N N N co N 4- 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 C4mO5 ��a E IDIAN- 3 STA:55+02.60 B3 L27 1 I 1 I Sheet Notes: _714 T I�VIDEtMV CCESS / OFF:30'L / ; / 5,000-SF B3 L26 I I 63 L17 Si THE APPROVED /� .�, I I u 5,800-SF 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, ROA6 PER F ERIDtAN IE:2664.8 / 4v / O 5,00o sF B3 L25 ,8 L18 N LAN D DATE: 12/06/21 � _2 � � � 3 B3 L24 B3 L19 5,800-SF CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO Sp / /�� 5,000-SF B3 L23 B3 L20 " O CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT . FILE NUMBER:FP-2021-0059 r,?o 1 �/ / ' 3 Q N O 5,00o sF 5,000-SF 63 L22 B3 L21 5,000-SF 5,soo sF 4 I MATCH PLANS. rI r; SD / N 5,000-SF 5,000-SF co i JrOUP & O / O - co o �• r, N co O O O I + J �! 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN �Q8�F pFco 8- LL w o o M 1 O 1 O 1 O_ I �, I o f co N APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT C? 11V PV cn o Ln N + Ln � Co 0o Lr) �) O + ¢ � N o Q z 8 S• , CqT y I r - — _ ¢ 1: N I U-i1 1 r` 1 Lri I �, o �o co o „� LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO ^o•� z � S 22o SSMH65 � _CnCD � No + moo co W N ti + Jo NO N ti r + J �, Ln + J O r Co ¢ U_ �, r�= BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS J O — — — — � CD ,;; < M o 00 00 �' + �, + Ln rn oo CID cD "' o o "' — FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND 1 _ C,/) O — I. LL CV N Co Lt)cc 00 f� O Ln r� O Lf) N CD ¢ LL cV SSMH64 — 2 56+QQ ° ° Sp _� c~n o w c" Q CO ¢ LNi N "' o ''—' _ — — — UTILITIES. u c/) O w C~i) O c i CD U) � w CO 8S� Sp Sp - - - '�; - - - - - - _ -- c9c�° - 229-LF - 0°SS OF 8-IN P ° 1 --- aevpee _ _ - 0 2 _ s sum 8°SS -- -----_ _- ----- Of— — — — ---- 2 _ 8 � _ 45°�� T 2 ----- - ----------_-------- 71 — 8"W merson0 LF OF 8-IN PVC � 2 1 g"55 / co,� Avea SS 1�J� 00 232-LF OF 8-IN PVC AT 0.45% 60+00 8 W ;e / ( , 06' _ 2 / 8 2 $"SS 8" S 8"SS 8"S 2 n I - ---------= -__- _ 8" SSMH66 T 2 2 — 2 — 2 SSMH67 � B W----- ---- Keynotes: # � _ _ - `/ / 4 / / U V� 8 W —- R MAIN CROSSING-SEE SEWER NOTE N0. 2 ON T C1.00 O --- _ _ S/ _ _- _________-- - - 1. POTABLE WATER SHEET So — ------ ------ ----- -- EE S�jE co CIO cc C\I — — — — — — — T--r -- - - - _ — — _ _ N 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET / 27 40 "' � CV + M � � Co - - - - -1_i—i - - — — _ - - - - - - - - co6, � � o�a, O■ C1.00 p1 11.5' ''- L-"o � r - �rrn - - - - - - - - - - - - - - - — — o?LO LO _ N + ~- / B5 Y l I , l Lo ' W + Ccoo co, cc O ti O N cc? r— LP 6? cD r W r I r� Ln -^ V OC rN MCD L? � � f� CDN _- N + Oo � d / 2, / O4 c~ ':) "' w + o o - c"'o r °C L6 I` Lr) T cc � '� X) N Co w c Q �I 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 0 ' � � Lr) � w 00 �, + � N � N Cl) o N + a'no w + T w oo d Q I � o AND MARK PER SD SW3 oo w 80-SF ` B O I c o I Q w °o "I ,i; `rn `—" o — ari U_ I c~i� 4 W O = 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN / / � / 4,770-SF B4 L03 O ' 4 1 "' 1 v o I N o 1 0 Cis1 � o I � 0 4 I O y SD SW3 / 4,734-SF B4 L04 O 4 1 4 1 1 I 4 1 O I O B4 L14 W 4,620-SF B4 L05 O O O ( O B4 L13 4,616-SF 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE B4 L06 B4 L11 ,6 6-S 4,616-SF H CONNECTION 4,764-SF B4 L07 B4 L08 B4 L09 B4 L10 4,616-SF 4,616-SF 4,616-SF 4,616-SF 4,616-SF 4,616-SF 4,616-SF I ,, Sewer Line C 30' 60' r Horizontal Scale: 1" = 30' UJ C4 2685 2685 Sewer Line C: Sta. 54+30 - 61 +20 0IIIIIme HORIZONTAL SCALE: 1" = 30' _ VERTICAL SCALE- 1" = 3' Q 2682 2682 r CL 2679 2679 O CD Cn W Q 2676 2676 CD CD 2673 2673 _ PROPOSED GRADE AT CENTERLINE PIPE _ c z 2670 2670 O = o STORM DRAIN STORM DRAIN / � CA CJ --\\ 2667 12-IN PVC CROSSING 12-IN PVC CROSSING _ - - - - - - OWATER SERVICE 2667 erosions ---- EXISTING GROUND AT 2 CROSSING WATER WATECROSSING— WATR SERVICE ER SERVICE WATER MAIN 1 CENTERLINE PIPE O C OCROSSING CROSSING 2664 0 2664 WATER SERVICE CROSSING WATER SERVICED O CROSSING 2661 2661 108-LF OF g_ VN PVC AT 1 22% SSMH64 I 229-LF OF 8-IN PVC AT 0.45% 48-IN DIA. PER ISPWC SD-501 2658 STA: 54+57.38, 0.00'R RIM: 2669.52± SSMH65 232 LF OF 8-IN PVC AT 0.45% 2658 48-IN DIA. PER ISPWC SD-501 OVAL IE IN: 2660.89, 8-IN PVC (SW) g1 E•�y STA: 55+65.56, 0.001E SSMH66 �5 G IE OUT: 2660.79,8-IN PVC (NE) RIM: 2669.73± SEEPAGE BED SEE ROADWAY PLANS FOR DETAILS 48-IN DIA. PER ISPWC SD-501 r,\ST .l•,�� IE IN: 2659.47, 8-IN PVC (SW) STA: 57+94.30, 0.00' SSMH67 2655 SEEPAGE BED SEE ROADWAY IE IN: 2659.47, 8-IN PVC (SE) - RIM: 2669.33± 48-IN DIA. PER ISPWC SD-501 2655 109 1 PLANS FOR DETAILS IE OUT:2659.37, 8-IN PVC (NE) IE IN: 2658.34, 8-IN PVC (SW) STA: 60+26.11, 0.00' 0) p IE OUT: 2658.24,8-IN PVC (N) RIM: 2670.51± J�gTE OF \pv'� IE IN: 2657.20, 8-IN PVC (S) q NDE'S IE OUT: 2657.10, 8-IN PVC (N) 10/2(v/2021 2652 2652 Project No.: 121027 3 Date of Issuance: 10-25-2021 Project Milestone: Permit Set EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Sanitary Sewer AT CENTERLINE PIPE FAT CENTERLINE PIPE 2649 2649 Sewer Line C O O Lr) M N LO Lr) O I n N O O N Lf7 d7 � O r- Co O co O O O O CO � � LI7 f� CD M Co I-- r� f� 00 O Lr) Lr) Co Lf) O CD - f` - L!") N r If) I- LP) I� M r co T Lt) Co co O r co LP) T co co N C�) C�) � � CO 0o O O O 00 r— r— r— 00 O O O M M O O O O W a0 00 00 a0 O O O O O O O O O O O 6 6 o O CD O CD CD Co O CD co CD co Co co Co co Co O CD co Co O CD co CD co CD cc CD co Co co Co co Co co r— co r— co ti O ti O co co CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD co co co co co co CD co co CD CD co co co co co O O co O co co co O co co co co co co co co co N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 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 C4mO6 'E IpIAN- 9 1_ v I co F_ � � _ _ _ _ - Sheet Notes. APPROVED II ' B3 L15 i I `M O w a N � 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, =� THE 12/06/21 II I �S'SG ' I I = I CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO . LAN D DATE: ' II 6,051-SF I 1 1 o STA: 56+31.97 FILLNUMBEB:FP-2021-0059 I I o I J I ' CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT / '—I I ° i I OFF:44.73', R r B4 L02 B3 L16 r I I i MATCH PLANS. t�I 5,aoo sF 4 I I 1 90 - - I ° Sp I IE:2664.0 O 4,77o-SF • GROUP " B3 L17 Q I ; � i �N E 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN B3 L18 " 5,80o SF O �; I I �' I + J C,C\J I CO) I SEE (1.1 APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT 5,soo sF 4 o N � °T I ° ; COCD yJ _ v■BEET C4.06 LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO N I w — — -J �o F I I BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS O Y� + � O° U_ , ° i — + o, — L�� , � FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND Co NO — d B1 L24 cD Cn F- - - - - - �. Cl) a LE M "' co — — UTILITIES. co ' + N w ��- — i I 8,195 SF - LO F- v Cn Ow - - r r r 00 _ I +C:) � � ' QLLN o� I cD N c�D v~i O w � � ° _- _ ° I 8111A/ _ ----------- - - I Q L: N _ 2 , I _ SD _ _ 9 I C) w — — _ _ — f SD _ I — 80+00)�° 8v g 62+00 8 �sr° SSMH22 — : SSMH65 T-�81+00- �Lq I --- 45% — S I 8°s►s - 8-IN PVC AT 3. g�'SS � � 8"W I � �� ,_- 18"S � � o ------27o=1FOF Rio De Plata Dr I 82+00 ° _ I ' ��82+7o Keynotes: -AT 3�45% g'SS _ o on pve „W -__========-=-=====-===-=== ------------ I F OF 8-IN 00 PVC 2 summers 8 __ ---, N - — �J oe b5 s _---- a I ' + J � _ 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 _ I ;e _ I M � � � � oe ovovo�� I .. __ ----- � _ �� SSMH59 �°� 2 — 8"W - ,F.. mow I N - --� — - - - J _ 2 086J)r — — — — 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET BOW _--- --- — — — — Q B1 L25 ° Q C1.00 — - --- - - Cl* N i I 8,156-SF )2.60 D- _ :30'L I I ° z; I SEE SHEET C 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2 —'O 4�os AND MARK PER SD SW3 = I I ' � �� i i �� I I STA:55+07.07 _ � o i `0 OFF:42.00, R B5 L02 �c (,. rs I ill L i i I I I li L I IE:2664.4 O 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN r d o I W co 4,827 SF corn cr it °' i `� i o I I SO SW3 LO� � N4r. I _ _ co I 1 — _ _ _ _ — w W ' 5. CORE EXISTING MANHOLE AND INSTALL KOR N-SEL BOOT AT PROPOSED PIPE Q U_ fj rn I o `�'' I - - CONNECTION 4 B4 L15 I I O p (� Q �19'et ± -_ �.ion nco cE Sewer Line C 0 30' Sewer Line D 3°' 6°' TME Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30' W 2676 2676 2688 2688 y Sewer Line C (3): Sta. 61 +20 - 63+30 Sewer Line D: Sta. 79+50 - 83+10 Q HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' Q = VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' 2673 2673 2685 2685 EXISTING GROUND AT CENTERLINE PIPE O 2670 2670 2682 2682 Q CD PROPOSED GRADE Al ^— C CENTERLINE PIPE Q 2667 2667 2679 2679 W Q � STORM DRAIN 12-IN PVC CROSSING 2664 O 2664 2676 2676 = i� c Q 2661 WATER SERVICE 2661 2673 2673 0 = CD WATER SERVICE CROSSING CROSSING (D 2 CA `� o O PROPOSED GRADE AT 2658 I �I 2658 2670 CENTERLINE PIPE 2670 Revisions --1�--- SEEPAGE BED SEE ROADWAY 1 PLANS FOR DETAILS I I L — — — — — — — - - J 2655 2655 2667 2667 2?p,JOFB 'N 2652 P V cAT 34S% 2652 2664 EXISTING GROUND AT 2664 CENTERLINE PIPE � 2649 2649 2661 2661 ' I 151-LF OF 8-IN PVC AT 0.40% ZONAL ENG o� G\ST 1� CO 3 2646 SSMH22 2646 2658 "T'TYPE CLEAN-OUT PER 2658 10 9 1 48-IN DIA. PER ISPWC SD-503 SSMH65 STA: 62+95.69, 0.00' 48-IN DIA. PER ISPWC SD-501 STA: 81 , 0.00' + STA: 80+00, 0.00' RIM: 2668.76± 8.76± sjgT RIM: 2667.35_ RIM: 2669.73± IE IN: 2660.08,8-IN PVC (SE) Jq NDE'S OF IE IN: : 2647.8 , 8-I-IN PVC (SE) IE IN: 2659.47, 8-IN PVC (SW) IE OUT: 2660.08, 8-IN PVC (NW) 2643 IE IN: 2647.80, 8-IN PVC (S) 2643 2655 IE IN: 2659.47, 8-IN PVC (SE) 2655 10/2�v12021 IE OUT: 2647.70, 8-IN PVC (NW) Project No.: 121027 IE OUT: 2659.37, 8-IN PVC (NE) Date of Issuance: 10 25 2021 Project Milestone: Permit Set EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Sanitary Sewer AT CENTERLINE PIPE AT CENTERLINE PIPE AT CENTERLINE PIPE AT CENTERLINE PIPE Y 2640 2640 2652 2652 Sewer Line C & D 6� O N N CD O � co 00 c0 U') 00 00 co (b M N V V O ti co O M O Lf7 (T _ CD 0) co 00 co LO T N N O co ti LIJ M O T O d7 O d7 (b (b (b co N M co co D) CYO ti CD CD CD ti ti (� 7 O O co W c0 Cp Cp r` I` co � CD CD CD CD CD coCD CDD CD CD CD CO co CD co co co co co co co co CD coCD C.D C.D CO C.D C.D co y E o co co co co co co co co co CD O co O co O co co co O co co CD co co co co co CD co co co co co co 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 61+20 61+50 61+80 62+10 62+40 62+70 63+00 63+30 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 C4mO7 City of Meridian Water Notes: E SHEET C5.02 ' _ �� THE APPROVED �� 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE / / Ir/ 12/06/21 "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS LAN Darr: "IDAHO THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE nu NUMBER:FP-2021-0059 / ° W2 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 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 W2 / IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). �1-8"x6"x8"TEE (MJxFLGxMJ) - 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER 1-6"GATE VALVE SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER INSTALL 8.5 L.F. 6"WATER MAIN SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE /' / 1B60CKE HYDRANT R ISPWC PUBLIC WORKS INSPECTOR. \� W/THRUST / / °�� /// ♦ 1b 4' ' / SD-403 Sheet Notes: W5, i ,'' / W2 / / Q / / �� 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL 2 34, W2 / ♦ , , n� 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. W2 1 „SS W5 / 21 W / i \ W2 /' \ CO) Keynotes: r / �„SS W/ i ° < / W1 POTABLE WATER MAIN CROSSING -SEE WATER NOTE NO. 2 ON THIS SHEET. ,� / / \ y POTABLE/NON-POTABLE WATER SERVICE CROSSING-SEE WATER NOTE NO. 3 ON C4 W2 \ \ THIS SHEET. a 21" S / \ / ' \ W3 8"or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS FOR LOCATING PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR LENGTHS. \ \ / INSTALL 8"x8"TEE u ,C 2-8-IN GATE VALVES W4 PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE W2 / W/THRUST BLOCK PER ISPWC SD-403 \ APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. 1-8"x6"x8"TEE (MJxFLGxMJ) W5 26-LF 8-IN C900 \\ 1-6"GATE VALVE I W2 PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE INSTALL 8.5 L.F. 6 WATER MAIN WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. O 1-6"FIRE HYDRANT SEEPAGE BEDS, DRAINAGE SWALES). Rp?! W4 \ \ /' \ d W/THRUST BLOCK PER ISPWC SD-403 O Ca REMOVE EXISTING BLOW-OFF \ W2 i / Q,� Go,00 / W2 CONNECT TO EXISTING W o � 12-IN C900. INSTALL 11.25-DEG ELBOW \ �� S S Og v� ,' / \ \ �\ ` \ / ' \ 1CD \ �' \ / AND THRUST BLOCK PER ISPWC SD-403 W5 Legend: N \ ' ' \ \ a.2�� A\ / g0 CD \ f► �� \ W2 �' / / W2 \ `�pp \ \ ' 8"w 8"WATER MAIN (OR AS NOTED) `00 INSTALL 12-IN 22.5°ELBOW $.� i \ \ \ \ W2 55cc \� W/THRUST BLOCK PER ISPWC SD 403 O / O® 2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 INSTALL 12-IN 22.5°ELBOW $ ''' -'' ,- � \ \ Q�� \ \ \ �� \ / ° �' G� ,' � / ® GATE VALVE W/THRUST BLOCK PER ISPWC SD-403 —0 / W2 \ �' V i \ �'�\ `� �� : FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 all cc \ \ \ `�,'' / �� 3/4"WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 O = p p 1 8"x6"x8"TEE (MJxFLGxMJ) \ / EC Z w 1-6" GATE VALVE ��Q� / \ CROSS \ / �� 3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 K'Q/ N � INSTALL 8"_ — — — W1 `�o -'� � � INSTALL 9 L.F. 6"WATER MAIN \ 4-8-IN GATE VALVES / W2 u COD Cj r o W2 1 6' FIRE HYDRANT W/THRUST BLOCK PER ISPWC SD-403 W1 / """"""' WATER SERVICE SLEEVE cwcc S"W _ ' W/THRUST BLOCK PER ISPWC / / 32-LF 8-IN C900 I \'10-LF 12-IN C900 W2 \ SD-403 / \ / / Revisions -- m \ \ / ° 1-8'x6"x8"TEE (MJxFLGxMJ) EXISTING WATER MAIN 1 \ �/ RQ�Q,Q• ° \ 1-6" GATE VALVE EXISTING BLOW-OFF ASSEMBLY — 141-LF BAN C900 \ / / W2 ' �INSTALL 8.5 L.F. 6"WATER MAIN \ \ \ / / W1 1-6" FIRE HYDRANT EXISTING GATE VALVE _ INSTALL 12-IN \ / 0,00 W/THRUST BLOCK PER ISPWC INSTALL 12"x8"TEE \ _ _ 1-1 2-IN GATE VALVE SD / / / / INSTALL 38 LF 12 IN C900 /\ 2-8-IN GATE VALVES \ / / / S°/ Q \�G o]l�\ -403\ t_ 22.5°ELBOW ' EXISTING FIRE HYDRANT W/ RUST BLOCKBLOW-OFF \ \ q / \ �p \ ASSEMBLY \ W/THRUST BLOCK PER ISPWC SD-403 \ / / Q` / W2 \ ` V� \ \\ SEWER MAIN (SIZE NOTED) PER ISPWC \ / / / / OQ' '\0 \ PER CITY OF SD-403 \ �, j \ \ \ / / / S°/ �SpO // \\ boo` \ \ PIRR- PRESSURE IRRIGATION SIZE NOTED MERIDIAN \ \ �6 \ 1-12"x6"x12"TEE (MJxFLGxMJ) \ R/ l / �e / \ ` ( ) DETAIL W13 \\ \ ��c� c, \ \\�� 1-6"GATE VALVE �i \\ SJ'0 // \\ A \\ p, \ \ \ \ G INSTALL 9 L.F. 6"WATER MAIN S / \ s \V �W, 0000 \\ 1-6" FIRE HYDRANT \V INSTALL / IN, \ Q W/THRUST BLOCK PER ISPWC SD-403 \ BLOW-OFF \ ASSEMBLY PER CITY OF \ \ \ \ \ MERIDIAN DETAIL W13 \ \\ INSTALL BLOW-OFF ASSEMBLY PER i?� �SZONAL E INSTALL BLOW-OFF ASSEMBLY PER CITY OF CITY OF MERIDIAN DETAIL W13 4 o�� G\STip \ \ MERIDIAN DETAIL W13 \\✓ � A/ 109 1 GAS LINE CROSSING CALL WILLIAMS AT ° OF \OP� 1 -855-245-2300 AT LEAST 30 DAYS BEFORE 9SDNDE14 10/2(0/2021 ANY EARTH WORK OR WORK IS STARTED Plans Are Accepted For Public Street Project No.: 121027 WITHIN THE EASEMENT. 2' MINIMUM Date of Issuance: 10252021 Construction Project Milestone: Permit Set 3 a SEPARATION IS REQUIRED By stamping and signing the improvement plans,the Registered Engineer ensures the Water Plan District that the plans conform to all District policies and standards. Variances or Potable Water Plan waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Lo Water Plan-Potable Water Plan N E o 0 40' $Q' Engineer of these responsibilities. d _—— BY: DATE: C5 ■ O Horizontal Scale: 1" = 40' ADA COUNTY HIGHWAY DISTRICT ��a City of Meridian Water Notes. APPROVED / F,o \\ 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE % T H E / oars: 12i06i21 CONNECT TO EXISTING 12"WATER MAIN WITH 1-12"x12" / Q� 45° 12-IN ELBOW \ \ \ "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS .� L AN D �` W/THRUST BLOCK PER ° \ �• \ THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE . FILE NUMBER:FP-2021-0059 (FLGxMJ)TEE,1-12"GATE VALVE (FLxMJ) . INSTALL ISPWC SD-403 I / �� N0. 1. THRUST BLOCKS PER ISPWC SD-403 ° _ \ �Ij GROUP W1 0° °°°°o°° \ — — 45°12-IN ELBOW ° �� 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER W/THRUST BLOCK �\ MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF °° ° ° W2 / PER ISPWC SD-403 / ° \ �Irf40, TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 5-LF 12-IN C900 ° X / A NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF 5 �� 7 / VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA O � W2 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). °° oo° �� o'er — \ / ° 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER \ F\ \ °° °°°�000 ' o ` \ A SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT W1 o IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO \ \\ / CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE Wi o o°ri ti ' , W2 \\ \ ` \ \ CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE 0O`� d, ��'�� \ F,o ° IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). W2 � 1 12"x6"x12"TEE (MJxFLGxMJ) 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER W2 1 6"GATE VALVEc`90 ` \ \ \ SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER INSTALL 8.5 L.F. 6"WATER MAIN ! O ° SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE 1-6"FIRE HYDRANT ` \ PUBLIC WORKS INSPECTOR. o ' / W/THRUST BLOCK PER ISPWC SD-403 ` \ W2 \ / W2 INSTALL 1-12" (FLG)TEE \ d�, \ 1-12"GATE VALVE FLG X MJ k �' \ Sheet Notes. \ r r \ ( ) INSTALL 8.5 L.F. 6"WATER MAIN 1-12"ADAPTER (FLG X MJ) `� \ / 1-6"FIRE HYDRANT ° 1-12"X8"REDUCER (FLG) �, \ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE O 1-8 GATE VALVE (FLG X MJ) W/THRUST BLOCK PER ISPWC SD-403 LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL / � � \ 9 W/THRUST BLOCK PER ISPWC SD-403 \ \ INSTALL 1-1 2"x8"x8"X1 2" (FLGxMJ) CROSS o EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY 1-12"GATE VALVE (FLxMJ) \� RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO 1-8"GATE VALVE (FLxMJ) EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. vo , / \\ 1-8"x6"REDUCER 1-6"GATE VALVE W/THRUST BLOCK PER ISPWC SD-403 � �55 of � �, �� v � i� � Keynotes. s \ POTABLE WATER MAIN CROSSING-SEE WATER NOTE N0.2 ON THIS SHEET. W SEE SHEET C5.0 w2 lb CIO \�\ THIS W2 /// W2 ASHEET.ON-POTABLE WATER SERVICE CROSSING-SEE WATER NOTE N0. 3 ON CA , r' 8"or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS W2 W2 W1 / FOR LOCATING PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR LENGTHS. 5 / � A ' ,' v V �� A/ X a. / /// v v �' INSTALL W4 PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE W5 BLOW-OFF APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL ASSEMBLY ' ,' � ♦ �� V 811 PRIOR TO CONSTRUCTION. CL PER CITY OF MERIDIAN PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE DETAIL W13 WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(LE. O /> > SEEPAGE BEDS, DRAINAGE SWALES). CD COD W2 / / i , ,CO W 0 / \ / 1-8"x6"x8"TEE (MJxFLGxMJ) / / / ,' 1-6"GATE VALVE a/ / / r , / Q�� \\ \ ca INSTALL 8.5 L.F. 6"WATER MAIN ct� ,' / �` \ \\ Legend. 1-6"FIRE HYDRANT W2 ' �5 �� r W/THRUST BLOCK PER ISPWC \ , , W2 \ \ 8"w 8 WATER MAIN (OR AS NOTED) CD SD-403 / r � i \ / \ \ , 2"BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 • GATE VALVE J / vIEEE � FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 z ,c,`� / �� 3/4"WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 p p W2 C / / / �� v w Q \ / p °S V ' // W2 / 5� $ ,' / L!� W2 ,' S �/� \ 3/4 DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 p Q d � r � — / / / / � / '� � ,/ � ■■■■■■■■■■■■� WATER SERVICE SLEEVE CA W2 50 // V // EXISTING WATER MAIN Revisions r � \ y W2 \ 1. / / / r'r5 �r� 0® EXISTING BLOW-OFF ASSEMBLY / ° ST� o� U / W\II \ r / \ / W2 \ // r \ / EXISTING GATE VALVE ca OF , / v v / EXISTING FIRE HYDRANT INSTALL 8"x8"TEE \ II W2 / r' Apo ,' / a SEWER MAIN (SIZE NOTED) e ASS 2-8-IN GATE VALVES W/THRUST BLOCK PER ISPWC SD-403 A / r // W2 v PRESSURE IRRIGATION (SIZE NOTED) 1-8"x6"x8"TEE (MJxFLGxMJ) ell 26-LF 8-IN C900 \ 1-6"GATE VALVE \ 1 / �o, ' 1-8"x6"x8"TEE (MJxFLGxMJ) \ \ \ INSTALL 8.5 L.F. 6"WATER MAIN \ W2 / 1-6"GATE VALVE 1-6"FIRE HYDRANT �V / INSTALL 8.5 L.F. 6"WATER MAIN \ W/THRUST BLOCK PER ISPWC SD-403 / 1-6 FIRE HYDRANT W/THRUST BLOCK PER ISPWC SD-403 W2 \ \ �� `� A / / / \ W2 \ Zt,14AL Wi V A\ / W2 \ \ Q�� c��'� G\ST r \/ r / / / s o W2 \\ oo A\ W2 �� O \ ��Tf of � \ \ / W2 DEN O , �� ,' / � \ �Q� oo Plans Are Accepted For Public Street ProjectNo.: 121027 Date of Issuance: 10-25-2021 Construction Project Milestone: Permit Set 3 By stamping and signing the improvement plans,the Registered Engineer ensures the Water Plan District that the plans conform to all District policies and standards. Variances or potable Water Plan waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered a Engineer of these responsibilities. �Eo 0 40' $Q'Water Plan=Potable Water Plan _—— BY: DATE: C5 mO2Horizontal Scale: 1" = 40' ADA COUNTY HIGHWAY DISTRICT ��a - � Pressure Irrigation Notes: `1 ��_� APPROVED 22.5°ELBOW - ` \ 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS `/ P 1/►r T H E Darr: 12/06/21 _ I ' N W/THRUST BLOCK AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF � LAND o P ° 0 E�\ R N ♦ TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH W Diu"��q;FP-Zoe'-oo59 — � � � � Fp o � ��b LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL � GROUP T ♦ CROSSINGS PRIOR TO BACKFILLING. 6-IN CROSS �\�Q� \ � a��h ^♦ 4-61N GATE VALVES 0 / � Ca 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON POTABLE INSTALL 6-INx4-IN REDUCER `� �°/ o �a WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A / SZ \ MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN W/THRUST BLOCKS 45°ELBOW / TYp \ AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) I ' I W/THRUST BLOCK — / 0 INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN 8-LF 6-IN PI / / ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING I l I P3 / \� / F\ o WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER � � / RULES (IDAPA 58.01.16). PRESSURE IRRIGATION o \ RISER SEE SHEET \ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET. C6.10 FOR DETAILS 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, / 90°&22.5°ELBOW �3 \ THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF WITH I / W/THRUST BLOCK �F WITH GATE VALVE THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND CO / / /N,o/ P1 / CAP SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4-IN GATE 83�F - 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) I I t 4/Np� � a VALVE / `� �`� � INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE / / _ �Fq/Np v�j��• THE TAPE BETWEEN SIX(6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) 4-IN GATE / �/ �g40 INCHES ABOVE THE TOP OF THE PIPE. VALVE � h St 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. 4-IN TEE 3-41N GATE VALVES 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE W/THRUST BLOCK 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 /'vo, / / _\ / "� - _ RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. /0) / / 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION / /�' PRESSURE IRRIGATION ar / / BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. r / RISER SEE SHEET °`IV THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL C6.10 FOR DETAILS / / / QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. UJ 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS y z AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS � a 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION 4-IN TEE r / / , i PRESSURE IRRIGATION / N SYSTEMS. 1-41N GATE VALVE ' // / i y'` / RISER SEE SHEET ' / a W/THRUST BLOCK / i C6.10 FOR DETAILS 10. PRESSURIZED IRRIGATION SYSTEM IS AN EXTENSION OF THE EXISTING SOUTHRIDGE PRESSURE IRRIGATION SUBDIVISION PHASE 1 SYSTEM. RISER SEE SHEET 10.1. SYSTEM IS OWNED AND OPERATED BY THE SOUTHRIDGE HOME OWNER'S C6.10 FOR DETAILS ASSOCIATION. DEVELOPER IS IN DISCUSSIONS WITH NAMPA-MERIDIAN IRRIGATION DISTRICT REGARDING POTENTIAL OF TRANSFERRING SYSTEM TO O N.M.I.D. l� i 10.2. SYSTEM IS CONNECTED TO CITY OF MERIDIAN POTABLE WATER SYSTEM FOR O / y SECONDARY SOURCE. 4-IN GATE o 9 /ivp/ 4-IN GATE C/> VAL j/ Pi VALVE / , Sheet Notes: 4-IN TEE 'C? i' W 2-41N GATE VALVES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE W/THRUST BLOCK LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL �, / ii EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY / PRESSURE IRRIGATION / Q\ VALVE GATE i' ` \ RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO Q RISER SEE SHEET `6? P1 ? / EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. /// C6.10 FOR DETAILS / , i `<� & 2� 2. SEE SHEET C6.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. cc 4-IN GATE VALVE 4-TEE /0, ,�/,� X\\ �/N /� 6 a �\\ Keynotes: # cc z � O 4-IN TEE / �'� / / \ 4-IN GATE �/ P2 8SS P1 4-IN GATE P1 POTABLE WATER MAIN CROSSING SEE NOTE N0. 3 ON THIS SHEET. EC = 3-41N GATE VALVES / \ w Q W/THRUST BLOCK / / �� - ,' / \ b VALVE // yo � �� Q� VALVE y � � p / 9,�F \ P2 C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE 9./N v P2 DIAMETER OF THE PRESSURE IRRIGATION MAIN. PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE Revisions APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO 1 \ lei 4-IN GATE / c' 4-IN GATE 4-IN GATE VALVE CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. \ % VALVE �� / \ \ PRESSURE IRRIGATION / VALVE 4-IN TEE / // RISER SEE SHEET \ / \ � 60-LF 4-IN PI P4 INSTALL PRESSURE IRRIGATION RISER CONNECT TO EXISTING 6-IN PI. SEE C6.1 Q0 FOR DETAILS SHEET C6.01 FOR DETAILS G cyl� P2 / \ Pi 4-IN GATE VALVE / !,c A/ P2 Q� 4-IN TEE 3-41N GATE VALVES \ 4 IN GATE P1 W/THRUST BLOCK \ VALVE ANAL GvST 109 1 G 4-IN TEE s� o 2-41N GATE VALVES J9�T£OF \O PT W/THRUST BLOCK SoN DEN 4-IN GATE 1D/2(/2021 9 Project Na.: 121027 VALVE \ Q Date of Issuance: 10-25-2021 Project Milestone: Permit Set Pressure Irrigation Pressure Irrigation Eo Pressure IrrigationmPressure Irrigationo 80' 160' Horizontal Scale: 1" = 80' C6m01 ��a IE iDE% IAN Pressure Irrigation Notes: — / R R/W R/W R/W 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS OF WAY, PRIVATE ROADWAYS �'�� THE APPROVED R/W R/W R/W R/W R/W R/W R/W R/W LAN D Darr: �ziosiz� ��W� R/W AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF . I -2"W TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH m NUMBEN:FP-2021-0059 RAv � GROUP _ t LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL I — 21"SS CROSSINGS PRIOR TO BACKFILLING. 21"SS 1 r 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A Ej / / 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). P3 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER i i -- SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET. LOCATE AND CONNECT TO r— - =_ - - __ _ WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER EXISTING 6-IN PIPE 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(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. UJ \ / / 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS / AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS 6-IN 11�5°BEND 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 BORE UNDER EXISTING CANAL. SUBDIVISION PHASE 1 SYSTEM. 00 CO INSTALL 8-IN DR9 HOPE PIPE 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. l� 10.2. SYSTEM IS CONNECTED TO CITY OF MERIDIAN POTABLE WATER SYSTEM FOR SECONDARY SOURCE. O Ca 22.5°ELBOW - Sheet Notes: W/THRUST BLOCK � ,'� � W o ` 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 6-IN CROSS RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO Q �� S) p / / EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Cn 4- 1NVALVES INSTALL 6 6Nx4 NTREDUCER `� / 6/% o W/THRUST BLOCKS \ / S \ 2. SEE SHEET C6.01 FOR NAMPA MERIDIAN IRRIGATION STANDARD DETAILS. cc I45'ELBOW ' I W/THRUST BLOCK 8-LF 6-IN PI P3 o / Keynotes: # � ccQ PRESSURE IRRIGATION = p CD RISER SEE SHEET y�,I P1 POTABLE WATER MAIN CROSSING SEE NOTE N0. 3 ON THIS SHEET. O w Q °000°ea EE 0 FOR DETAILS � Q .a as oo° eeeeaaa ' oaaaao r C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE °po ii 90°&22.5°ELBOW \ / Cad \ DIAMETER OF THE PRESSURE IRRIGATION MAIN. W/THRUST BLOCK `'�F 6-IN GATE VALVE a� P3 Revisions j CID l 4/�Yp ° WITH CAP \ O PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE / / / P1 \` / \\ APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO 1 CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. 4-IN GATE I VALVE 4-IN GATENp/ VALVE 3 r — 4-IN TEE \ 3-41N GATE VALVES W/THRUST BLOCK Occ r / PRESSURE IRRIGATION / RISER SEE SHEET / `7`NJ C6 10 FOR DETAILS / / / �SjpNAL ENG 109 1 4-IN TEE / / i PRESSURE IRRIGATION / N TE OF 1-41N GATE VALVE ti /� � �' ' / � RISER SEE SHEET ' s,' / � � 9SoN DEN W/THRUST BLOCK / \ i C6.10 FOR DETAILS 10�2��2021 PRESSURE IRRIGATION Project Na.: 121027 RISER SEE SHEET C6.10 FOR DETAILS Date of Issuance: 10-25-2021 Project Milestone: PermO Set d Pressure Irrigation Pressure Irrigation Eo Pressure Irrigation 0 80' 160' Horizontal Scale: 1" = 80' C6mO2 ��a �E IDIAN— APPROVED I r, WE -4 THE DATE: 12/06/21 DISTRICT NAMPA & MERIDIAN IRRIGATION DISTRICT - I • _ _ - _ - -J- '-�-� _ . 4AMPA & MERIDIA_R [IRRIGATION DISTRICT LAND nIENUMBEA;FP-zoz-Doss NAMPA MERIDIAN IRRIGATION , I NAM1. A & MI_.I�IDIAN IRRIGATION DIS RIC _ - GROUP I I I 1p J'SUR 21'PVC RISM WEND IS-ABOVE GROUND •- - .. ... .. ,. ., .,_ . . Q 3'x 4'x 6'CINDER BLOCK(OR EQUAL) I ' DOMESTIC WATER METER i i +-x i;•SAME M W4VM DOMESTIC WATER METER BOX COVER OBLITERATE BOX COVER OBLITERATE AIR RELEASE VALVE WORDS "WATER METER" I 4 WM NNE AIMMM WORDS '1MATER METEIr' 1 1/2" 20D P51 RATED FORD No. X43 CAST 1RdN I 0 is POLY PIPE 200 PSI FORD No. X43 CAST 11iON R EQUIVELENi I WITH 13 1/2" LOCKING LIDS 2°" PVC ! © 6'x iL'200 PSI POLY 18'ABGt�GRIND L `m WITH 13 1/2" LOCKING LIDS / GRAVEL SURFACE PAVED SURFACE I ` /fi f /` i'i BRASS COMP.CAUf'LNGS \\ \, I !�\/ // / /f� I AC PAVEMENT, clASs O. FURNI9NEb O JV BRASS CURB STOP , /f�\� 2/MIN.DEPTNRAVEL n�WAP EC. 34. AS REOU{REOWBY 9O ROCK 09PS } �YY\\i/\ 20, PVC I I�'` \fr\/� 1 1/2" CURB STOP NAFNE MAILRIAL A5 CALLER FOR CONIROLLWG AGENCY. MIN. OF 2" ® 3-FOAALE ADD. /!' l r /\ BA!L VALVE SUCH 1N EG 1FIE srrrf{�r10Ns COMPACTED NFnT PAVEMENT cut APPLY ® LOCATOR WIRE2 f��j� AS FORD 811=6Ei65W TO TSOK ISIJRRACCORpN3CE WIIII TCCS O JOINTS P la2°U PST ® 3"PVC PLUG 5 11MCINO P�VEIAFIJi B .a/r\; ��•�'_•7� �t ® mARKER Sim•T'POST` 1--`I� %- �) 1• i -rr LONG SIDE SERVICE 1 CU. YD. DRAIN RO�K UNaSTURaEO TO BOTTOM OF VALVE, COUNTYISTREETIR.O.W. ` ', /� /� � MIN 1 CU. YD. DRAIN ROCK 1 1/2" \\/ \o O o O a off%-� :t f 1 Isblt"etccor�L,�ANw1f� D "MODIFIED" \ TO BOTTOM OF VALVE ! ��a'a o �'\ FOR SUPPORT �, f M0D!FIED FOR SUPPORT BRASS PIPE fA o 0 0�,o 0 oa b e _ TYPE A RISER PIPE EODENl3 CALLEIf r i,� . •�;. oa IN TNT sPEa�,CATroII� �' J— '1INN A ECO��°wl,Ilsbx LONG SIDE SERVICE AST D NTS-- \`! SINGLE FAMILY RESIDENT �\ /`�� , r T l� "►t _ cuss zOD, soli 21 __—JNAME&- MERIDIAN IRRIGATION DISTRICT 1 `+ PVC PIPE _--- ------_-- --_ i DRAIN VALVE M+UI MAX AIR RELEASE —NTS-- --NTS-- + I I I TYPIQAI19IBEEI CROSSING r j SCALE 1" 1' - 0" t (sEE NOITS 1 THRUI 4) I W y VPA & MERIDIAN IRRIGOON DISTRICT CL (D 3'SUR 21-PVC RISER OMM IS-ABOVE GROUND - .. _ Cn - p 3'x 4"x Or OHM BLOCK(at EQUAL) 1 2 J A 5 SADfAE MNM1N 4'AWN � Q O N UWE UMUM ¢ . 5• r x IV BRASS NG'PLE © 6'x 3"a"200 PS POLY 18'ABOVE GROUND Yi BRASS CURB STOP ' BQ ROCK CLAWS S C, O9 J'F1;TNALE ADD. 3 ,� k �lbyss•F � ® LOCATOR NNtE s 3-PVC PLUG 6 ' ® MARKER STEEL-r POST 6 7 s 8 9 - 10 B LONG SIDE SERVICE - z "MODIFIED" T'I-11� UGH LINE CONNECTION, TEE CD TYPE A RISER 1-111ROUGH L114E CONNECTION, CROSS USED AS TEE w Q SHORT SIDE SERVICE CHANGE IN LINE SIZE WITI•I REDUCER --MS-- DIRECTION CI-IANGE, CROSS USED AS ELBOW SINGLE FAMILY RESIDENT DIRECTION CHANGE 90' EL13OW IRRIGATION DISTRICT __^-_-- _ _ DIREC[•ION CHANGE, TEE. USED. AS ELBOW Revisions DIRECTION CHANGE 1 THROUGI-! LINE CONNECTION, WE. VERTICAL DIRECTION CHANGE, BEND ANCHOR, SL-E NOTL BELOW VALVE ANCHOR, SEE NOTE BELOW E: 11= THRUST, DUE TO I•'IIGIA PRESSURE) ARC EXPLOTM. MOOR VALVES AS SHOWN IN DETAIL #1.0, At VERTICAL OMSI , ANCHOR TO RESIST" OUTWARD Tr IRUST S. ��SZONAL ENO' o� ��G\ST 1� 109 1 s�qTE OF \0 �o Jq N DE'S 10/2(O/2021 Project No.: 121027 3 Date of Issuance: 10-25-2021 Project Milestone: Permit Set Pressure Irrigation Details Eo Details NITS C6ml 0