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CC - Construction Drawings DocuSign Envelope ID: DB7BD994-AF86-474F-8538-1D973E76D9D8 CIVIL DRAWINGS for AlAIN2MERIDIAN MIXED—US DEVELOPMENTE MERIDIAN, IDAHO CIVIL ABBREVIATIONS AGENCY REPRESENTATIVES PROJECT CONTACTS R E N N I S IMI N ENGINEERING ACHD ADA COUNTY HIGHWAY DISTRICT ISPWC IDAHO STANDARDS FOR PUBLIC WORKS S SOUTH UTILITY AGENCY REPRESENTATIVE PHONE OWNER OWNER OWNER PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 VICINITY MAP ACP ASPHALT CONCRETE PAVEMENT CONSTRUCTION SD STORM DRAIN MERIDIAN DEVELOPMENT CORP. NOVEMBREWHISKY PROPERTIES, LLC CITY OF MERIDIAN E. PINE AVE ARCH ARCHITECTURAL L STATION OFFSET LEFT SDMH STORM DRAIN MANHOLE SEWER CITY OF MERIDIAN CLINT DOLSBY 489-0341 BW TOP BACK OF SIDEWALK LF LINEAR FEET ASHLEY SQUYRES JOSHUA EVARTS 33 E. IDAHO AVENUE MAX MAXIMUM SS SANITARY SEWER 713 N. MAIN STREET 703 N. MAIN STREET MERIDIAN, IDAHO 83642 CIVIL SHEET INDEX C&G CURB AND GUTTER SSMH SANITARY SEWER MANHOLE WATER CITY OF MERIDIAN KYLE RADEK 888-4433 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 33 E. IDAHO AVE CF STORM RUNOFF VOLUME(CUBIC FEET) MIN MINIMUM STA STATION CO.0 COVER SHEET/SITE PLAN E cfs FLOW RATE(CUBIC FEET PER SECOND) MJ MECHANICAL JOINT STD STANDARD PUBLIC ROADS/ALLEY ACHD GREG KORSAK 387-6186 DEVELOPER CIVIL ENGINEER ELECTRICAL ENGINEER C0.1 CONSTRUCTION NOTES E. IDAHO AVE CLMN COLUMN N NORTH S/W SIDEWALK N: NORTHING COORDINATES E EAST PACIFIC WEST COMMUNITIES, INC RENNISON ENGINEERING DC ENGINEERING C0.2 ISPWC/ACHD DETAILS - OFF OFFSET TBC TOP BACK OF CURB FIRE MERIDIAN FIRE JOE BONGIORNO 489 0458 L I N D G R E N : L A B R I E RIDIAN c Z E: EASTING COORDINATES CALEB ROOPE BRYAN E.APPLEBY, PE GINA SPIRNOCK C0.3 ISPWC/ACHD DETAILS IDAHO N o = ELEV ELEVATION PC POINT OF TANGENT-CURVE INTERSECT TBD TO BE DETERMINED 430 E. STATE STREET, STE 100 410 E. STATE STREET, SUITE 120 440 E. CORPORATE DRIVE,SUITE 103 C0.4 SITE CONSTRUCTION DETAILS ARCH ITECTU RE Y - PI PRESSURE IRRIGATION TBRC TOP BACK OF ROLLED CURB ELECTRICITY IDAHO POWER ERIC CLAMPITT 388-2799 - EP EDGE OF PAVEMENT EAGLE, IDAHO 83616 EAGLE, IDAHO 83616 MERIDIAN, IDAHO 83642 z R PROPERTY LINE TBVC TOP BACK OF VERTICAL CURB (208)461 0022 (208)938 2440 (208)493 0011 C1.1 PHASE 1 DEMOLITION PLAN FF FINISHED FLOOR ELEVATION LOCATION MAP z E. A FIG FINISHED GRADE PCC POINT OF COMPOUND CURVATURE TYP TYPICAL C1.2 PHASE 2 DEMOLITION PLAN PRC POINT OF REVERSE CURVE-CURVE INTERSECT calebr@tpchousing.com bryan@rennisoncompanies.com FH FIRE HYDRANT PT POINT, POINT OF CURVE-TANGENT INTERSECT VG VALLEY GUTTER SURVEY INFORMATION C2.0 CIVIL SITE/ DIMENSION PLAN FL FLANGE or FLOWLINE W WEST ARCHITECT LANDSCAPE ARCHITECT STRUCTURAL ENGINEER C3.0 STORM DRAINAGE PLAN 703 & 713 N. MAIN ST GIRR GRAVITY IRRIGATION PVC POLYVINYL CHLORIDE W/ WITH ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). INV INVERT ELEVATION R CURVE RADIUS, STATION OFFSET RIGHT LINDGREN : LABRIE ARCHITECTURE SOUTH BECK&BAIRD DC ENGINEERING C3.1 SOUTHEAST SITE GRADING PLAN E. IDAHO AVE R/W RIGHT-OF-WAY BENCHMARK#1 (BM#1) BENCHMARK#2(BM#2) BENCHMARK#3(BM#3) WALT LINDGREN JOHN ROTERS JONNY KNOPP, S.E. C3.2 NORTHWEST SITE GRADING PLAN NORTHING: 708883.33' NORTHING: 709071.89' NORTHING: 709276.98' 247 N. EAGLE ROAD 2002 S.VISTA AVENUE 440 E. CORPORATE DRIVE,SUITE 103 C3.3 DRAINAGE DETAILS ENGINEER OF RECORD CERTIFICATION EASTING: 2454580.66' EASTING: 2454772.03' EASTING: 2454612.63' EAGLE, IDAHO 83616 BOISE, IDAHO 83705 MERIDIAN, IDAHO 83642 C4.0 OVERALL UTILITY PLAN ELEVATION: 2506.92' ELEVATION: 2508.81' ELEVATION: 2507.41' (208)484-2293 (208)342-2999 (208)493-0048 r�ONAL THE IDAHO CONFORMANCE WITH HE ACHD POLICY AND STANDARDS IN E LICENSED H THE ACHD SODF F AT THE TIME OF PREPARATION. E DESIGN MECHANICAL/ PLUMBING ENGINEER CERTIFIES ECT PREPARED I SUBSTANTIAL DESCRIPTION: CHISELED X DESCRIPTION: CHISELED X DESCRIPTION: CHISELED X C4.1 SEWER PLAN & PROFILE ��GIgTBq�CyF C4.2 WATER SERVICE PLAN 4 PROFESSIONAL ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN.ALL DC ENGINEERING C4.3 WATER SERVICE DETAILS 264 VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES, LISTED BY DATE AND AARON PROUGH, PE C4.4 GRAVITY IRRIGATION PLAN & PROFILE SHORT DESCRIPTION, WERE APPROVED FOR THIS PROJECT: GRAVITY IRRIGATION SYSTEM WITHIN ACHD R/W(5/6119) 440 E. CORPORATE DRIVE, SUITE 103 C4.5 PUBLIC UTILITY PLAN /I MERIDIAN, IDAHO 83642 C5.0 STRIPING & SIGNAGE PLAN rF OF SOP (208)493-0027 - rgAVAPP 5/6/19 rN)K4E) � T °Q ° BIKEN BM #3 L J L J L J co co E . IDAHO AVENUE o 00 0 0 I � I o oC: Lu rj r T 1 ■ .L -- — — --- —7 — — -- ------------------i G rF I j T -- ----- .---------------------- --- - - - ---- LU — RIVE — I2ryV R/W — — I > > - ... Q W � BIKE STORAGE -.,• o o ��a� 0 � � NEW MIXED USE BUILDING "B" _ N w � o _ CITY STANDARD DECORATIVE SIDEWALK, TYP I I ��►� -� M D ce) I ----- - - - P/L — — W ■ Q 06 a--r tt� W W w I I I O O >< U) �- PARKING AT GROUND LEVEL J ~ — ' G C) BUILDING TO REMAIN co z w 0 . cY) J CD z �33 Cho Oc�i°aho aeonao � ti I � — - TRASH ENCLOSURE, TYP OF 2 Z � Q Q (12' x 18' INSIDE DIMENSIONS) \ PARKING AT GROUND LEVEL (D 0 CARPORT a ��o�o z I ° I I .o.0000 — — R/W — — R/W ,R/ _ R/W — — R/W W I — i I I I z ACHD ALLEY ------------------------------, ------.. ----------•-----------------<: I - - - - - - - M #2 ^^ I R/W R/W R/W I 1..� ------- KIW------ ------rt21ytf------ ------rti7y�------__------��------__------�2/W — — R/W — — R/W� — B --- I W W I 7777 — 74 = O ------------- a a a CARPORT PARKING AT GROUND LEVEL I r APPROVED FOR CONSTRUCT Z I ' QLPE PLAN REVIEW I I I BIKE T RAGE I These plans and/or specifications have been I _ i 713 H. mdn ��F80 ------------------ reviewed by a Qualified Licensed Professional i I p�ICCTM IN�]o. IR74002900�300 Engineer (QLPE) for compliance with IDAPA I ; ' LINE TO BE VACATED 58.01.08 and 58.01.16 as allowed under I Idaho Code 39-118. If construction does not I3. I j COPYRIGHT ©2019 Lindgren:Labrie commence within twelve (12) months of this Architecture, PLLC Any use, reproduction a PARKING AT GROUND LEVEL approval date, plans and/or specifications ���to or modification of the documents or the information contained herein without the must be resubmitted for review. I o Q prior written permission of I Lindgren:Labrie Architecture, PLLC DocuSigned by: i I I W ��� �f o �1�0� ���QQ� violates the Copyright laws of the United �Q 5/28/2019 I I I States and will subject the violator to 4 �P i Feer Lic. No. Date I I I w z P amM Moo IR774002g0020 legal prosecution. BUILDING TO REMAIN , >o Keller Associates, Inc. • 208-288-1992 z -- DRAWING SET ISSUED FOR ! I , ° CITY PERMIT SET NEW MIXED USE BUILDING A 00 I ° I + FQ i \ n ° - --I oho COVER SHEET---------------------------- ------------- - --------------- ---------- O SITE PLAN R T R/W RIW R - - R I R/ - - .- PAT 10 CAFE I ----------------------------- DRAWING SHEET REVISIONS --------- DATE REMARKS I - o0 0 u; oo a I 0 0 E . BROADWAY AVENUE J o 0 U � I Z W o I w I w �p � W Ci E IDIAN%-. C E IDIAN* APPROVED FOR BEA W r I Public IDAHO DRAWN BY. o Works Department CONSTRUCTION ZDeign&Construction=pleinta�pecitications These plans and/or specifications have been reviewed for CHECKED BY: JER a compliance with Meridian City Standards and Specifications. BM #1 �"� ' ■ This review does not relieve the owner, engineer, or contractor DATE: 6 MAY 2019 LL • � ' of the responsibility to design and/or construct those facilities W EL ■ ■ ■ ` in compliance with all current applicable federal, state and local AS NOTED SITE PLAN � ■ ■■ ■ ' laws, rules, regulations, ordinances, development agreements, SCALE: specifications, orders or approvals, all of which the City retains 7 N I I ■ �� ' the right to enforce. Inconsistencies not noted by City staff shall JOB NO. R171127 ■ E I not be construed as approved unless specifically addressed 1 in writing by the City. Any proposed revision to these plans must w Know what's below. 20 0 20 40 , be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. W Call before you dig. 0 ■■ Name Date Como■� a RENNISIMIN ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 LINDGREN : LABRIE City of Meridian City of Meridian City of Meridian ARCH ITECTU RE City of Meridian Standard Notes Standard Notes Standard Notes Standard Notes Residential and Commercial Residential and Commercial Residential and Commercial GENERAL CONSTRUCTION WATER STREET LIGHTING 1. All construction work shall be done in accordance with the current version of the Idaho Standards for ROADWAY 1. Construction of the water system shall conform to the standards in the Idaho Rules for Public Drinking Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General 1. All Contractors working within the public road right-of-way are required to secure a right-of-way 1. All street light construction shall be done in accordance with the current version of the ISPWC, the (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway Construction Note No. 1. construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. Meridian Supplemental Specifications to the ISPWC, and the National Electric Code. r�ONA( District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more �Y stringent of an of these standards shall be the controlling standards or specifications. 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above theISTFA Cy g y g p 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm p p 9 Y Y 2. A street lighting electrical permit shall be opened prior to starting work. Use the online Citizen Portal at 4 https://citizenportal.meridiancity.orq/CitizenAccess/ to open a permit and request inspections. drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main pipe zone. n c A 4 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the G V on site or readily accessible at all times during construction (available on the website). Failure to crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking 3. Installation will require inspections for the concrete base reinforcing, bedding, backfill, and for the pole have access to a current copy of the Standard Specifications on site could be grounds for a stop work Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). r p and associated wiring. order until the situation is resolved. E OF �0 3. The horizontal separation of non-potable services and potable water services or potable water mains PRESSURIZED IRRIGATION rANAPp�'�� 4. Street light bases shall be located 10' min. from trees, 5' min. from fire hydrants and 2' min. from water 5/6/19 3. The Contractor shall have plans stamped "Approved for Construction" by the City of Meridian on site at shall be a minimum of six 6 feet. Where it is necessaryfora potable water main and non-potable meters. all times. ( ) p p 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be being constructed. 5. Keep accurate notes of conduit, junction box locations. Attach a redlined as built drawing of this plan constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 2. Install a reduced sheet to the street lighting electrical permit, or submit a hard copy to the Meridian Public Works pressure backflow preventer in any connection between the potable water system and to start of work. (V Department prior to requesting final inspection. the pressure irrigation system. The device must be approved by the Idaho Department of 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line crosses a Environmental Quality (DEQ) and the City of Meridian Water Department. Co 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is storm water treatment facility (i.e. seepage beds, drainage swales). Co 6. Contact the City Transportation and Utility Coordinator (208) 898-5500 for questions regarding Utility required. No work may begin on any project without Twenty Four (24) hour prior notice. 00 Conflicts, or to access locked meter pedestals. 5. The Contractor shall be responsible for providing continuous water service to all existing water users p 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor affected by construction. If water service must be interrupted, the contractor shall coordinate with the may not open or close water valves. Public Works Inspector. DRAINAGE 7� 7. All material furnished on or for the project must meet the minimum requirements of the approving For Commercial Subdivisions or Commercial projects with Public Mains that have on-site drainage. Z p J q pp g � agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish IJ proof that all materials installed on this project meet the specification requirements set forth in General 1. For any drainage facilities within a public Right of Way, ACHD or ITD shall be responsible for inspection. Construction Note No. 1. SEWER For any private drainage facilities the project engineer or architect shall be responsible for inspection and ■ L 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA certification of drainage facilities; however any roof drainage and piping to the drainage facilities will be r1 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. inspected by the Meridian plumbing official under the appropriate permit. L.L trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. O � 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm J W a) drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main Works Department, and their decision shall be final. Such inspections shall not relieve the contractor IJ � from the responsibility of performing the work in an acceptable manner in accordance with the and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the DEQ/QLPE approved construction plans. 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). I.J.J I 1 (n Q 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 0 3. The horizontal separation of non-potable services and potable water services or potable water mains 0 writing prior to construction. shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable co 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be CN IJ 0constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems from the Building Division of the Meridian Public Works Department. Any deviation in street light (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). U) '- W locations from the approved plans must be approved in writing from the City Engineer. co 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service line00 co crosses a storm water treatment facility(i.e., seepage beds, drainage swales). ■ 06 4_0 M W (D L X v) .co Page 1 of 1 Page 1 of 4 Page 2 of 4 Page 3 of 4 Rev. March 2018 Rev. March 2018 Rev. March 2018 Rev. March 2018 Z M O EARTHWORK & GRADING NOTES TRAFFIC CONTROL NOTES ADA COUNTY HIGHWAY DISTRICT (ACHD) NOTES ~ CIVIL LEGEND 1. SPOT ELEVATION ABBREVIATIONS USED: 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"FOR 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S(A.C.H.D.)RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EXISTING PROPOSED (##' INDICATES PIPE DIAMETER) BW-TOP BACK OF WALK FG-FINISH GRADE FFE- FINISH FLOOR ELEVATION STREETS AND HIGHWAYS. EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.)AND THE A.C.H.D. SUPPLEMENTAL TBC-TOP BACK CURB LIP-LIP OF GUTTER TA-TOP OF ASPHALT CONCRETE 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED AS INCIDENTAL TO THE TRAFFIC CONTROL BID ITEMS. SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS,AND THE I.S.P.W.C.WILL BE ALLOWED UNLESS SPECIFICALLY P/L - - PROPERTY LINE 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF 2 MILES AND APPROVED IN WRITING BY THE DISTRICT. - - - - CENTERLINE 2. ADD 2600'TO SPOT ELEVATIONS SHOWN TO OBTAIN TRUE ELEVATIONS. BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 2. ALL WATER VALVES, BLOW-OFFS,AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE 3. ADA PEDESTRIAN RAMPS SHALL NOT EXCEED 8.33%(1:12) LONGITUDINAL SLOPE. ADA WALKS SHALL NOT EXCEED 5.0% (1:20) CURB, GUTTERS,SIDEWALK OR OTHER STREET IMPROVEMENTS. R/W - - RIGHT OF WAY LONGITUDINAL SLOPE AND 2.0%(1/4"/FT)CROSS SLOPE. NO TOLERANCES WILL BE ALLOWED. 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM THE EDGE OF THE TRAVEL 3. CONSTRUCT ALL PAVEMENT MATCHES(INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD - - - - - - - - - - - - - EASEMENT,TYPE PER PLAN 4. MINIMUM ASPHALT SLOPE IS 1.0%. MINIMUM CONCRETE SLOPE IS 0.4%. ALL NATURAL SLOPES SHALL NOT EXCEED 3:1 WAY. RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING(USE WHICHEVER IS PAVEMENT UNLESS OTHERWISE SPECIFIED. 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. SECTION IS GREATER): EP EP EP EP EDGE OF PAVEMENT U) 5. CONTRACTOR TO GRADE FINISH GROUND AWAY FROM BUILDING PER CURRENT EDITION OF THE INTERNATIONAL BUILDING 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE CONSTRUCTION PRINCIPAL ARTERIAL ROADWAYS(MERIDIAN ROAD AND MAIN STREET)SHALL BE: ##"w ##"w WATER LINE W CODE(IBC). TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED FOR PUBLIC SAFETY. • SP-3, 0.50 INCH (1/2") MIX, PG 64-28 FIVE INCHES(5")THICK,AS A MINIMUM, ---------------------0 WATER SERVICE&METER 6. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL ENGINEERING REPORT PREPARED BY 7. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY • 4"OF 3/4"BASE,AND Z CONSTRUCTION PERMIT FROM ACHD AND ITD AT LEAST TWENTY-FOUR 24 HOURS PRIOR TO ANY CONSTRUCTION. • 26"OF 6"MINUS PIT RUN. ##'s ##"s SEWER LINE MATERIALS TESTING& INSPECTIONS(MTI FILE NUMBER B190042g), DATED JANUARY 28,2019,AND SUBSEQUENT ADDENDA. ( ) 7. UNCONTROLLED FILL MUST BE OVER-EXCAVATED TO NATIVE SOIL AND BACKFILLED IN ACCORDANCE WITH THE MINOR ARTERIAL ROADWAYS 61 IALL : (NOT APPLICABLE TO THIS PROJECT) --------------------- SEWER SERVICE d GEOTECHNICAL REPORT. UNCONTROLLED FILL MAY BE USED AS STRUCTURAL BACKFILL PROVIDED ALL UNSUITABLE PRODUCT SUBMITTAL REQUIREMENTS ##"sD ##"sD STORM DRAIN LINE W MATERIAL IS REMOVED PRIOR TO BACKFILLING TO FINAL SUBGRADE ELEVATION. 1. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING PRODUCT SUBMITTALS TO THE ENGINEER OF RECORD FOR REVIEW: OF NUS ##"GI ##"GI GRAVITY IRRIGATION LINE T RUN. = O 8. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION • OF THE PROPOSED IMPROVEMENTS.THIS WORK INCLUDES CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE • DRAIN ROCK(INCLUDING SOURCE, GRADATION,WASHING, ETC.) 6O EGTOR 06Ai 60MMERGIAi AND 06Ai INDUSTRIAL ROADWAYS 61iAi L (NOT APPLICABLE TO THIS PROJECT) oHP oHP OVERHEAD POWER V GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEEDS, • STORM DRAIN SAND&GREASE TRAPS UGP UGP UNDERGROUND POWER FENCES, STRUCTURES, DEBRIS, RUBBISH,AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND • STORM DRAIN CATCH BASINS INCLUDING HARDWARE OTHER STRUCTURES.ALL MATERIAL NOT SUITABLE FOR USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED • STORM DRAIN MANHOLES INCLUDING HARDWARE 10 0"FA, T T UNDERGROUND TELEPHONE LOCATION.ALSO REFER TO THE PROJECT GEOTECHNICAL REPORT. • STORM DRAIN PIPING LOCAL RESIDENTIAL ROADWAYS AND ALLEYS(BROADWAY AVENUE, IDAHO AVENUE,AND ALLEY)SHALL BE: G G UNDERGROUND GAS LINE 9. OBSERVATIONS,APPROVAL AND FINAL ACCEPTANCE OF ALL GRADING(OUTSIDE THE PUBLIC RIGHT-OF-WAY)SHALL BE BY • SEWER MANHOLES INCLUDING HARDWARE • SP-3, 0.50 INCH (1/2") MIX, PG 58-28 TWO AND A HALF INCHES(2.5")THICK,AS A MINIMUM, Tv Tv CABLE TV LINE THE ENGINEER OF RECORD,AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE • SEWER GREASE INTERCEPTORS • 4"OF 3/4"BASE,AND CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. • SEWER PIPING • 14"OF 6"MINUS PIT RUN. F/o F/o FIBER OPTIC LINE 10. OWNER SHALL ENGAGE A LICENSED(ENGINEER)GEOTECHNICAL FIRM TO TEST COMPACTION, SAID FIRM SHALL PROVIDE • WATER METERS, SERVICE PIPING, ETC. 4. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND APPROVED core core CONDUIT DATA IN THE FOLLOWING FORMAT: • GRAVITY IRRIGATION PIPING, FITTINGS,STRUCTURES, ETC. THROUGH ACHD CONSTRUCTION SERVICES(387-6280) PRIOR TO INITIATING ANY CONSTRUCTION. JT JT JOINT TRENCH CENTERLINE A. PROCTOR CURVES PRIOR TO CONSTRUCTION COMMENCEMENT, PROVIDING COPIES TO CONTRACTOR, PROJECT • SITE CONCRETE MIX DESIGN (CURB&GUTTER,VALLEY GUTTER, SIDEWALKS, CONCRETE PAVEMENT, ETC.) 5. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED COPYRIGHT ©2019 Lindgren:Labrie MANAGER,AND ENGINEER OF RECORD. TO STORM DRAIN CONSTRUCTION,TRENCH BACKFILL PROCEDURES, ROAD WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK - - - - - - - - - - - - - GRADE BREAK Architecture, PLLC An use reproduction • ASPHALT CONCRETE MIX DESIGN (INCLUDING SOURCE, GRADATION, BINDER, ETC.) Y , p B. DAILY OBSERVATION REPORTS WITH COMPACTION DATA. • 314"BASE(INCLUDING SOURCE, GRADATION, ETC.) TO BE DONE OUTSIDE OF THE 300'EXTENDED BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD VERTICAL CURB&GUTTER or modification of the documents or the CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD INSPECTION information contained herein without the C. DAILY SUMMARY OF ANY DEFICIENT AREAS. • PIT RUN (INCLUDING SOURCE, GRADATION, ETC.) SERVICES(387-6280),A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. prior written permission of D. PROJECT REPORT AND ENGINEER'S CERTIFICATION AT PROJECT COMPLETION AND AS REQUIRED. FIRM SHALL • CONCRETE WHEEL STOPS 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND BE IN ASPHALT CONCRETE PAVEMENT Lindgren:Labrie Architecture, PLLC PROVIDE COPIES TO ENGINEER OF RECORD, OWNER, CITY OF MERIDIAN,AND ACHD. REPORT SHALL BE SUBMITTED • PAVEMENT MARKING PAINT ACCORDANCE WITH SECTION 703 OF THE ISPWC. violates the Copyright laws of the United WITHIN ONE WEEK OF GRADING COMPLETION. 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. States and will subject the violator to CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6259(WITH FILE NUMBERS) FOR DETAILS. 4 d CONCRETE PAVEMENT legal prosecution. GENERAL STORM DRAIN NOTES 8. DETECTABLE WARNING TRUNCATED DOMES SHALL BE FABRICATED INSERTS CAST INTO THE CONCRETE(STAMPED CONCRETE AND �o o0o0-oUouo�o�o0o0o0o0-oUo� DRAWING SET ISSUED FOR ADHESIVE MATS NOT ALLOWED AND SHALL BE COLORED"TRAFFIC YELLOW", RAMPS SHALL NOT EXCEED 8.33% 1:12 LONGITUDINAL b00000000000000000000000000; 1. PROJECT ENGINEER SHALL BE GIVEN 24 HOURS MINIMUM NOTICE(208-938-2440) FOR INSPECTION OF ALL PRIVATE STORM o 0 0 0 0 0 0 0 0 0 0 0 0 STORM DRAINAGE SEEPAGE BED DRAINAGE FACILITIES(INCLUDING SEEPAGE BED(S)PRIOR TO PLACEMENT OF DRAIN ROCK, FILTER FABRIC, ETC.). SLOPE AND 2.0%(1/4"/FT)CROSS SLOPE, NO TOLERANCES WILL BE ALLOWED. �000000000�00000000000000o� CITY PERMIT SET 2. ALL STORM DRAIN PIPING LABELED"ADS N 12"SHALL BE ADS N 12 WATERTIGHT,OR APPROVED EQUAL. 9. SIDEWALKS SHALL NOT EXCEED 5.0%(1:20)LONGITUDINAL SLOPE AND/OR 2.0% (1/4"/FT)CROSS-SLOPE, NO TOLERANCES WILL BE -7 L ALLOWED. CONCRETE SIDEWALK 3. ALL STORM DRAIN PIPING LABELED"PVC"SHALL BE ASTM D3034, SDR 35, OR APPROVED EQUAL 10. ALL STORM DRAIN PIPES WITHIN ACHD RIGHT-OF-WAY SHALL EITHER BE HP STORM (12"-24"DIAMETER PIPE MEETING ASTM F2881 AND 4. ALL STORM DRAIN STRUCTURES SHALL BE CONSTRUCTED WITH CONCRETE COLLARS PER ISPWC SD-616. AASHTO M330)OR SANITITE HP SANITARY SEWER PIPE(12"-24"DIAMETER PIPE MEETING ASTM F2736 AND AASHTO M330). 5. CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS AT BEGINNING OF CONSTRUCTION AND SHALL NOTIFY PROJECT 11. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE ® O ®I'' SAND&GREASE TRAP CONSTRUCTION ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR POTENTIAL ISSUES. PLANS.THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 6. HORIZONTAL AND VERTICAL SEPARATION OF POTABLE AND NON-POTABLE PIPELINES SHALL MEET THE REQUIREMENTS OF • ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY NOTES ISPWC SECTION 405 AND ISPWC DRAWING NO. SD-407,AND SECTION 542.07 OF THE"IDAHO RULES FOR PUBLIC DRINKING AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. O❑ O■ STORM DRAIN MANHOLE WATER SYSTEMS"(IDAPA 58.01.08). • IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) • CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A STORM DRAIN CURB INLET LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. DRAWING SHEET REVISIONS 1. THE GENERAL CONTRACTOR SHALL PREPARE AND IMPLEMENT A SWPPP AND FILE AN NOTICE OF INTENT(NOI)AND NOTICE OF • FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD O O SEWER MANHOLE Qx DATE REMARKS TERMINATION(NOT)AS REQUIRED BY THE EPA AND SHALL MAINTAIN ALL SUCH RECORDS AS REQUIRED, INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. CD 2. PROVIDE A COPY OF THE COMPLETED SWPPP AND FILINGS TO ENGINEER AND CITY FOR REVIEW PRIOR TO COMMENCEMENT OF • ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. CONSTRUCTION. 12. ALL EXCAVATIONS WITHIN ACHD RIGHT-OF-WAY PERFORMED DURING DEMOLITION ACTIVITIES AND/OR CONSTRUCTION OF SITE, UTILITY,AND BUILDING IMPROVEMENTS SHALL BE EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA AND A COPY OF COMPACTION TESTING TO ACHD TO VERIFY NATIVE m MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS. U H Z W a 0 w WIE IDIAN* APPROVED FOR z IDAHO CONSTRUCTION DRAWN BY: BEA a W These plans and/or specifications have been reviewed for CHECKED BY: JER compliance with Meridian City Standards and Specifications. W This review does not relieve the owner, engineer, or contractor DATE: 6 MAY 2019 Z of the responsibility to design and/or construct those facilities W LL in compliance with all current applicable federal, state and local AS NOTED laws, rules, regulations, ordinances, development agreements, SCALE: specifications, orders or approvals, all of which the City retains R171127 the right to enforce. Inconsistencies not noted by City staff shall JOB NO. not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. COO 0 Name Date a �E RIDYAN* APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local R E N N I S O N ENGINEERING laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City s Standards and Specifications before said revision is constructed. ■ 101.00* 4 FT. OR GREATER DEPTH, VARIES SAWCUT O y 7 PIPE DIA. <_ 24" 4 3 PER SEC 5 Name Date VARIES L I N D G R E N : L A B R I E I I ARCH ITECTU RE �) 101.10* 45 I \\ 7 A ° 1 / I �`< \ FINISH GRADE A A / (�� \ _ EXISTING TRENCH ACFLL \ -' _1 LEGEND EXISTING GRAVEL 7 (PER ECTBONK3I06). \ / CONCRETE \ / 0 CONCRETE COLLAR IN PAVED STREET SECTIONS PAVEMEV 7 I 11 FLOW \\y�F�I o I y�� PER SD-508. \� TYPE "B" TYPE "C" \ \ o 0 0 O2 GRADE RINGS GROUTED WATERTIGHT IN PLACE, ,�/� O .o SUBGRADE OR O C) /�• 101.05• I I� NOT TO EXCEED 21" FROM FINISHED SURFACE CONCRETE GRAVEL "o NATURAL GROUND O" ��� �� TO TOP OF CONE. a UPPER PIPE BEDDING ZONE 1 Q'Ic ,�.'�.. 1 5 : 1 VERTICAL WALLS 1 NOTE I I 0 PRECAST MONOLITHIC ECCENTRIC CONE EXISTING 8 8 ALLOWED WITH 7 SECTION. (REBAR NOT SHOWN). ASPHALT 18" MAX 2 O o SPRINGLINE o i p,' PROPER SHORING PAVEMENT ROUND VARIES <v I ? '.0� OR LESS THAN 5' \ LEGEND ON� # UNLESS OTHERWISE SHOWN, MANHOLES SHALL ® RAMNEK OR APPROVED GASKETS ALL JOINTS. O a o. HAVE 0.1 FALL FROM UPSTREAM INVERT TO 2 ( Q LOWER PIPE BEDDING ZONE '? 0 O5 PROPERLY ALIGN ALL INTERIOR JOINTS. 6 O1 LOCAL CUT BACK, ONLY IF REQUIRED. DOWNSTREAM INVERT. FOR PIPE SLOPES Q nzc��n7 12 / Q GG E GREATER THAN 2'.5% SLOPE, SEE PLAN AND PLAN © PRECAST CONCRETE MANHOLE-BARREL SECTION aJ- Z o. O �.O Q► Q.v I�► * REBAR NOT SHOWN EXISTING ,n O 101.10 PROFILE. N.T.S. ( )• w a L, O O C)C Jo �// O SURFACE REPAIR WIDTH, 4' MINIMUM. Q 7/ O7 PRECAST GASKETED HUB RING OR RUBBER ASPHALT _ O EXISTING SURFACE. A A GASKETED COLLAR-(FLEXIBLE AND WATER TIGHT. PAVEMENT + 6" FOR PIPE 30" DIAMETER OR LARGER. FOUNDATION STABILIZATION AS "O '.c L O \, 2' NEEDED (PER SECTION-306). O'. (D EXISTING BASE. PLAN VIEW a (LEAN CO FILL EXISTING 1 ww O p �' 12" 10 g g ® REPLACEMENT SURFACING TO MATCH FLUSH WITH `a (LEAN CONCRETE:) a w EXISTING SURFACING (AC SHOWN). '• n".. PAS HALT AVEMENT TYPICAL PIPE BEDDING SECTION N� �\ 13 TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. 48" ID CHANNELED BASE O9 FRAME TO BE GROUTED TO GRADE RINGS. 7 �z X 7 © TRENCH BACKFILL PER SECTION-306. �lF OF ,�P VARIES -UTILITY TO BE LOCATED. ¢w ¢ O O'. o N.T.S. O PLACE BEDDING MATERIAL '.O''c. Ov 'O : 10 FRAME AND COVER PER SD-507. 'O•: O•,. O., -V'.- \ 7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. 24' DIA. AS REQ'D BY UTILITY OWNER _ o o. 0" .: .0. O �4/�APP�-�G a:;a:; 11 MANHOLE STEPS, SEE NOTE H. TYPE 'P' TYPE 'P' i "��'::.. /� ® PIPE BEDDING PER SECTION-305 (SEE SD-302). rJI6I 9 X x o: in '..r:::t 6" MIN. : ¢ ¢ 1 POT HOLE REPAIR ASPHALT w w ,•. z 12 CAST IN PLACE MANHOLE BASE. SEE SD-501A [L "' MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND 4 4" (MIN.) FOR PREFABRICATED, BASE. BEDDING SYSTEM BEDDING MATERIAL w w ,EACH O 8 STABILITY (PER SECTION-304). D. N n 2 a \:. SIDE N LOWER BEDDING ZONE UPPER BEDDING ZONE a UNDISTURBED SOIL (TYP). 3 CLASS A-1 TYPE I TYPE I NOTE B ;'+'�\ 11 NEW PAVEMENT AND BASE. NOTES: NOTES: LEGEND: 4 OA OPTIONAL PREFABRICATED MANHOLE BASE WITH OA REFER TO SECTION-307 FOR MATERIALS AND CLASS A-2 TYPE I TYPE II OR TYPE III 9 12 UPPER COMPACTION ZONE. 1 3 4 MINUS COMPACTED AGGREGATE BASE COURSE 8" O 5" APPROVED PIPE CONNECTIONS MAY BE USED WITH WORKMANSHIP REQUIREMENTS. O / FOR LOCAL ROADS, 12" FOR ARTERIAL OR COLLECTOR CLASS B-1 TYPE II TYPE II O LOWER COMPACTION ZONE. I, WALLS N 5 ENGINEERS APPROVAL, SEE SD-501A. O ROADS OR MATCH THE THICKNESS OF EXISTING GRAVEL, / // / iiii, i./;//� 13 B PATCH WIDTHS ARE NEVER TO BE LESS THAN 4' IN WIDTH. '^ 11 O PLACE VERTICAL WALL ON UPSTREAM SIDE OF LOCATE THE MATCH OF THE NEW TO EXISTING PAVEMENT WHICHEVER IS GREATER CLASS B-2 TYPE III TYPE III 10 OUTSIDE DIA. OF al 6a 6 MANHOLE, ROTATED 45 DEGREES. OUT OF THE VEHICLE WHEEL PATH OF THE STREET. O PIPE PLUS 2'-0" �'J r, CLASS C-1 (CONCRETE CAP) TYPE I TYPE IV LIFTS, WITH PC 64-28, �y.� 4g" 2' CUTS ALLOWED ONLY ADJACENT TO CURBS. 2 PRINCIPAL AND MINOR ARTERIAL ROADWAYS SHALL BE v�J DRAWN STEEL CAGE IN © FOR DIAMETER, D, GREATER THAN 24", SEE © CONCRETE PAVEMENT MUST BE REPLACED IN FULL PANELS UNLESS ASVADM MINIMUM. COLLECTQOR,L LOCAL COMMERCIAL AND LOCAL CLASS C-2 (CONCRETE CRADLE) TYPE IV TYPE I O WALLS (PER ASTM C 478 SD-502 OR SD-50i3. 16" MAX. AUTHORIZED IN WRITING BY ACHD. INDUSTRIAL ROADWAYS SHALL BE PAVED BACK 3" THICK, WITH VARIES a REQUIREMENTS). ¢ CLASS C-3 (CONCRETE ENCASEMENT) TYPE IV TYPE IV q_0" �.° D I f Op MANHOLE FRAME AND COVER: PG 64-28, AS A MINIMUM. LOCAL RESIDENTIAL ROADWAYS MAX. 6" (MIN.) -I A. REFER TO DRAWING NO. SD-507. OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH AND ALLEYS SHALL BE PAVED BACK 2.5' THICK, WITH PG 58-28, 1H PER SLOPE 7 B. FRAME AND COVER SHALL BE FLUSH WITH HAS BEEN "BROKEN" PRIOR TO PATCHING. AS A MINIMUM. ALL PAVEMENT SHALL BE 0.50 INCH (1/2") MIX. SLOPE OF PAVEMENT. E THE ACHD DEVELOPMENT POLICY, SECTION 6000-CONSTRUCTION, O3 pORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 psl SHELF SLOPE ° a I � O CHANNEL WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER INDICATES SPECIFIC MATERIAL THICKNESS PLACEMENT BASED ON 1"/Fi. ° HEIGHT=1.0°D OE ROADWAY CLASSIFICATION FOR STREET CUTS AND SURFACE AND COMPLY WITH SECTION-706. NOTES I° I ;j � 1 RING OR GASKET COLLAR WHERE THE PIPE IS IN °I CONTACT WITH MANHOLE BASE AND/OR MANHOLE REPAIRS. BETWEEN THE CONTENTS OF THE ISPWC AND ACHD •\ / CHANNEL, IN ORDER TO INSURE A WATERTIGHT DEVELOPMENT POLICY THE MOST STRINGENT (i.e. THE THICKEST o ® KEEP TRAFFIC OFF 72 HOURS, UNLESS OTHERWISE • \ 12 SEAL. SECTION) REQUIREMENT MUST BE MET FOR FIELD PLACEMENT A TRENCH EXCAVATION PER SECTION-301. CO UJ ACCEPTANCE. APPROVED BY THE ENGINEER. NOTE O �_ a_ EITHER BASE ON SD-501 OR SD-501A MAY BE 5 FULL PANEL REPLACEMENT REQUIRED FOR SURFACE RESTORATION. O REFER TO SECTION-305 FOR MATERIAL O PIPE BEDDING PER SECTION-305. O USED WITH ANY MANHOLE DESIGN. O POTHOLE REPAIR NOT ALLOWED IN CONCRETE SECTION; O 2' CUTS ALLOWED ONLY ADJACENT TO CURBS. AND COMPACTION REQUIREMENTS. © BACKFILL AND COMPACTION PER SECTION-306. "L 6" 2" MIN. G PROVIDE MANHOLE CONCRETE REINFORCING TO UNLESS AUTHORIZED IN WRITING BY ACHD. Al FLOOR _ 9" (MIN.) O © THICKNESS MINUS AGGREGATE SURFACE COURSE (8S R OD SURFACE REPAIR AND BASE PER SECTION-307. SEE SD-303. W OPTION FOR A ACCOMMODATE TRAFFIC LOADINGS. © IF POTHOLES ARE LOCATED WITHIN 4 FEET OF EACH OTHER THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. G MONOLITHIC POUR NG LOCAL THEY WILL BE REQUIRED TO MEET THE CRITERIA OUTLINED COMPACTED TRENCH WWF STEEL IN BASE SECTION A - A OR AS SHOWN. 4" TYPE 1 OH PREFERENCE VERIFY W7H EON/INSTALA770NNEER /OF MANHOLE S7EPS FOR PATCHING REQUIREMENTS. O SECTION-306 OF THESECSPECIFICATIONS.KFILL AS PER D-301 AND O (PER ASTM C 478 N.T.S. BEDDING SECTION A-A PR/OR TO ORDER/TUG MATERIALS OR/NSTALLA770N. � � I REQUIREMENTS). N.T.S. ® CUT ASPHALT L A NEAT STRAIGHT LINE 12" FROM THE EDGE J Ax ^' OF TRENCH, UNLESS OTHERWISE SPECIFIED. W W 2015 2017 ACHD REVISION O 6" OF 3/4" MINUS CRUSHED AGGREGATE BASE (MIN.) UNLESS 2015 2015 A GREATER DEPTH IS OTHERWISE SPECIFIED. w 17 REVISIONS G`' IDAHO STANDARDS STANDARD MANHOLE STANDARD DRAWING IDAHO STANDARDS STANDARD MANHOLE STANDARD DRAWING IDAHO STANDARDS STREET CUTS AND STANDARD DRAWING IDAHO STANDARDS TYPICAL PIPE BEDDING STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING > > FOR PUBLIC WORKS NO. FOR PUBLIC WORKS NO. FOR PUBLIC WORKS NO FOR PUBLIC WORKS NO. FOR PUBLIC WORKS TYPICAL TRENCH NO. (n Q CONSTRUCTION PRECAST BASE TYPE A SD-501 A CONSTRUCTION TYPE A SD-501 CONSTRUCTION SURFACE REPAIR DETAILS SD-303 CONSTRUCTION SECTION SD-302 CONSTRUCTION SD-301 L.L.I (ACHD SUPPLEMENT) Q 0) 0 1 W � _0 2 1" HOLES 11/16" 5/8" � •� (4 EACH AT 90 DEGREES) 1/16 CLEARANCE �/ 1" Q A 2 M A o o°o0 o A b a A LUGS " " 91/8'_ - ❑O O O O O ❑O \ TOP 2 X 1/4 1/16" CLEARANCI=_ CAST IRON RING AND 06 8-3/4" O O O O O O O P BOT. 2 1,/8" X 3/8" 2'-6" DIA. COVER SHALL BE Q }r L00 O O O O 00 1111O, w HEIGHT 1,/4" FLUSH WITH SLOPE ° SANITARY I TAR Y ° MINIMUM LETTERING 3 a 1 1/2" TYP. OF FINISHED GRADE. 1" o 0 SEWER 0 °0000000000000 1 fl O O 1-1/4 INTO COVERED 'O O C �000000000000000� O O o0000000000000000. O epepe m }� O TOP O - 1/4" J 0000000000000 O�i o o o o o 0 0 o o o o�iO PLAN 4 5 C 7 3/4" =0= 1 1/2" TYP. -CONCRETE COLLAR JC 'n \ ❑0 0 0 0 0 ❑o 0 00000000000000000c SEE NOTE 2 VJ O N.T.S. O 6" MIN. O O O O O 00° N.T.S. � � 4 - 1" HOLES 5/8" �-I O O O )0000 0000. 6 / 3 Q Q 30000 SANITARY 0000lQ� c \ �o 0 0 0 ❑o 0 0 l 7 ON 3 1/2" RAD. -1'x12" PIPE _ A O a� )0000 SEWER 0000 "� 1/2" GUSSETS ( 8 EACH ®60 DEGREES ). o 0 0 0 ❑o o❑ Bnp 3/4" �-{ CHERNIE 8" FITTING ED 0100000000000000000000o I I r 2t o 0 0 0 0 0 0 0 0 0 0 0 o r 8 L� J-" EQUAL, APPROVED - FIBER JOINT PACKING 1-1 4" -� 12" A �3/4" � 1/4„ 4 ❑� MANUFACTURER �� \ 3/4" 9" � 1 1/2" T " / PLAN ,0000000000000� � o 0�0 � Z •a000000000n' 1/2" SIDE PLAN N.T.S. •n0000n�' M 1/8" tO O O O� N2- 8" DIA. PVC 1/4" I N.T.S. N.T.S. Oro o 0 O Q C 1-11 O23 7/8" 6 MIN. 5 7 " 21" 21" 6 • 1" 1-1/2" 1/4" 7/8 MANUFACTURER ` C CAST IRON PLATEN BOTTOM SECTION A-A RING & COVER COVER COVER MANUFACTURER FRONT a a d N.T.S. O ° CAST IRON g B - POLYPROPYLENE PLASTIC AROUND RING & COVER B•� 10 N.T.S. NO. 4 DEFORMED STEEL ROOD. MODEL �� 8 25 1/2" NUMBER XXXX N.T.S. 11 24" 9 z'-o" -_ O XX/XX O SIDE ° N.T.S. OR 2'-6" MFG DATE � ® SEWER MAIN - 7" SECTION A-A PLUG TO BE SEALED UJ LEGEND ILDIAMETER VARIES N.T.S. NOTE: 22 1/2" COVER 12" 4" 12" O1 4- 1" DIA. HOLES ON 3 1/2" RADIUS. -IN SAME MANNER AS z MAIN SEWER JOINTS. E, 4 OA TOP OF COLLAR TO BE FLUSH 30" N.T.S. O2 MECHANICAL PLUG. -~ LEGEND WITH MANHOLE COVER. FRAME 12" DIA. X V-0" PVC, DIP OR CP. SECTION A-A O1 #4 REBAR HOOPS (2 EACH) SEE SECTION A-A). N.T.S. 00 O O Oo00 ® FIBER JOINT MATERIAL. MAIN x MAIN x 8" TEE a N.T.S. O #4 REBAR AT 20" SPACING. O O�Q 11 4 O3 SCORES. 1/8-1/4 7 NOTE: 2012 ISPWC USES 1" LID THICKNESS FOR NEW CONSTRUCTION. W,Ya O PVC ASTM D 3034. LU VERIFY FRAME DIMENSIONS PRIOR TO PURCHASING REPLACEMENT O O � © 45'BENDS. a NOTES: ® RIM. LIDS FOR EXISTING FACILITIES. r� T 10 tO O (, � �" Q "Y" FITTINGS. NOTES + O FRAME AND COVER PER SD-507 AND SD-507A. �� AO PLACE INTO WET CONCRETE WALL DURING c EXISTING OR NEW PIPE. 1. CLEANOUT LIDS MUST BE LABELED WITH THE WORD "SEWER". V MANUFACTURE OR AFTER CONCRETE A3 SER INTO HOLES © SEE "DETAIL A" FOR REBAR IN COLLAR. a, a aQ. e.6. 9 O9 TYPE 1 BEDDING MATERIAL. 2. FRIBILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURER'S O FINISHED GRADE. °°• / NOTES: RECOMMENDATIONS) MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE © PLASTIC COATED STEPS AS PER THIS STANDARD 2" (MIN)T. ° MISSION COUPLER OR APPROVED SUBSTITUTION. COLLARS. DRAWING OR AS APPROVED BY THE ENGINEER. ® SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT. .. O MANHOLE FRAMES AND COVERS TO HAVE A TOLERANCE OF 1/4" OR LESS. SECTION B-B O 11 UNDISTURBED MATERIAL. 3. THE MAXIMUM DISTANCE FROM A MANHOLE TO A PROPOSED CLEANOUT 0 GROUT BETWEEN RING AND COVER AND GRADE RINGS. O IS 150 FEET. B COVERS NOT TO BE WARPED. REPLACE ALL THAT RATTLE OR VIBRATE WHEN N.T.S. 10 FRIBILLATED POLYPROPYLENE FIBER (1 1/2 LBS./CY) DETAIL A TRAVELED UPON. MACHINE ALL MATCHING SURFACES. 4. NO SERVICES WILL BE CONNECTED TO THE SEWER LINE TERMINATING IN STEP IN MH WALL MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE © MINIMUM WEIGHT OF FRAME AND COVER =265 LBS. A CLEANOUT. COLLARS. N.T.S. N.T.S. 2015 2017 ACHD REVISION 2017 REVISIONS 2015 - IDAHO STANDARDS » CITY OF MERIDIAN STANDARD DRAWING NO. IDAHO STANDARDS PLASTIC COATED STANDARD DRAWING FOR PUBLIC WORKS MANHOLE STANDARD DRAWING IDAHO STANDARDS STANDARD MANHOLE STANDARD DRAWING IDAHO STANDARDS STANDARD 4 TRAFFIC STANDARD DRAWING SUPPLEMENTAL FOR PUBLIC WORKS N0' SD-509 CONSTRUCTION COLLAR N0 SD-508 FOCONSPUBLIC TRUCTIONWORKS COVER AND FRAME NO. SD-507 FOCONSTRUCTIONWORKS RATED CLEAN-OUT NO. SD-506A SPECIFICATIONS 7-TYPE CLEAN-OUT �+ CONSTRUCTION MANHOLE STEPS (ACHD SUPPLEMENT) PUe CWORKSCCNSTRUCTION �7 COPYRIGHT ©2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the 2 ' prior written permission of 2 LEGEND Lindgren:LabrieArchitecture, PLLC • \ violates the Copyright laws of the United O7 TROWEL SMOOTH R R States and will subject the violator to A ° ° n O EDGE OF GUTTER FINISH GRADE F GRADE 0 0 0 0 0 /� EXTEND PIPE (1" TO 6" MAX.) legal prOS@CUtIOn. ♦ ❑O ° ° ° ° ❑O INSIDE MANHOLE O3 1.75' X 1.75" X 1/4" ANGLE IRON. N 0 0 0 0 0 0 0 • STANDARD GRATE FRAME N 7 SEE SD-609 AND SD-610A o F_o °o STORM °O° A A A o 20 DRAWING SET ISSUED FOR ° DRAIN O4 PAVEMENT SURFACE. < CAP OR PLUG AND INSTALL �a~i SERVICE LINE MARKER a J CITY PERMIT S E T o° - - J L J OS STANDARD GRATE AND GRATE FRAME. SEE PER SD-512 (TYP.) p¢ SD-609 OR SD-610A. ¢ c�o • °❑O°0°�°�°°°❑O° 11 LEGEND © 4" X 4" X 3/8" ANGLE IRON MIN. GRADE 1/4"/FT.(2%) MIN. GRADE 1/4"/FT. INV. ? PIPE FROM INLETS Oj CONCRETE COLLAR IN PAVED STREET SECTIONS - Q (3) 7" NO.4 BARS EL A 3 AND/OR TEE IN PER SD-616. 1/16" LIP (TYPICAL) MAIN LINE. I 27-1/4" 3-0 a 4"-1/8 OR 1/16 • O GRADE RINGS GROUTED WATERTIGHT IN PLACE, r "� 28„ p BEND AS NEEDED 45' BEND ISPWC/ACHD NOT TO EXCEED 18" FROM FINISHED SURFACE 4" 18" 6„ R1/2" »B" j I TO TOP OF CONE. TOP VIEW 4 4 � MIN. GRADE 1/8"/FT. (1%) O (RE AR NOT SPRECAST HOWN).ECCENTRIC CONE SECTION. SET 13 TRANSVERSE BARS Q 6 1/2" INV. IF 4 N AT 45 DEGREES. a R1„ EL �' �' DETAILS PLAN C ® RAMNEK OR APPROVED GASKETS AT ALL JOINTS. �\•(LQ II z (GPK PART 951 OR DEEP BELL 45' BEND N.T.S. 00 PLAN O PROPERLY ALIGN ALL INTERIOR JOINTS. 1'-0" 6 N.T.S. T O I p 5 3 MIN. GRADE 1/4" /FT. 29 O PRECAST CONCRETE MANHOLE BARREL SECTION T B o B 2 ( °) OD to APPROVED EQUAL). (MIN.) 6 (REBAR NOT SHOWN). i U 5 1 N LJ 6 2" s 7 SECTION A-A ISOMETRIC H 6 PRECAST GASKETED HUB RING OR RUBBER m 12 10 9 8 O GASKETED COLLAR. 0.20% MIN SLOPE 7 ------------------- I----------- ' ----II-- I__ J » re '"-"""-------% ---- + ® SURFACING TO MATCH FLUSH WITH EXISTING �` 3 2 E DEEP BELL BY SPIGOT I- "G REVISIONS ------------------ FRAME\ I SURFACING (AS SHOWN). GRATE TYPE DATE REMARKS "F" DRAW SHEET 24" DIA. O FRAME TO BE GROUTED TO GRADE RINGS. N.T.S. q 4 NOTES: ORU APPROVED KEQUAL)925 X O a a 1 O O NSIDEERVICE D AMETEREUNLESSE 4" INSIDE OTHERWISE CD °e Z 10 FRAME AND COVER PER SD-617. 28 3 NOTED. 8"T 4" (MIN) . 11 MANHOLE STEPS. PLAN BO TYPE "C" CONNECTION WILL ONLY BE o _ "� d. �.+ 1y SEE SD-501 FOR CAST IN PLACE MANHOLE N.T.S. cO ALLOWED IF SHOWN ON THE PLANS ELEVATIONS rn 2-0 cam " BASE SEE SD-501A FOR PREFABRICATED OR OTHERWISE APPROVED BY THE o ° S 3 BASE. 6" V-2" 8" ENGINEER. N.T.S. OR 2'-s NOTES: g - ©TYPE "E" OR "F" ALLOWABLE FOR m 4 O OPTIONAL PREFABRICATED MANHOLE BASE WITH - SEE NOTES BELOW 3'-0" 2'-4" TRI'NCHES 15' DEEP OR GREATER NOTE: APPROVED PIPE CONNECTIONS MAY BE USED WITH a �, WITH PRE-APPROVAL BY THE SECTION A-A 5 ENGINEERS APPROVAL, SEE SD-501A. I 2'-0" ENGINEER. � OA TOP OF COLLAR TO BE FLUSH I � TOP OF CURB 1/8 LONG N.T.S. WITH MANHOLE COVER. _ © PLACE VERTICAL WALL ON UPSTREAM SIDE OF ^ 27 1/2" I.D. I SECTION A-A RADIUS BEND z O 3LB PER CY OF FIBER-REINFORCED 6 % 11 O '.° 6 MANHOLE, ROTATED 45 DEGREES. I FLOWLINE OF CURB N.T.S. w CONCRETE MAY BE USED IN LIEU OF 48" LEGEND REBAR WITH ENGINEER'S APPROVAL. © FOR INLET PIPE DIAMETER, D, GREATER THAN 24", BASE OF CURB 45' 90' SEE SD-613 OR SD-614. 45'MAX x 45'MAX w O1 14 REBAR (2 EACH) SEE SECTION A-A). v OD MANHOLE FRAME AND COVER: NOTCH ° w O2 #4 REBAR AT 20" SPACING. 7 6" (;MIN)�{ ` , A. REFER TO DRAWING N0. SD-617. -3 4" x 1- / x1/4" - 2 X2 III- - `O B. FRAME AND COVER SHALL BE FLUSH WITH 1 - - 26" I � DRAWN BY: BEA 3 4 o O3 SCORES. 1/8"-1/4". SLOPE OF PAVEMENT. STEEL ANGLE END VIEW TEE OR APPROVED TEE OR APPROVED lEE OR APPROVED ¢x 12 C. "STORM DRAIN" ON COVER. TOP VIEW -III= : CONNECTION CONNECTION CONNECTION ® RIM. 10 O WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER o O FRAME AND COVER PER SD-617. RING OR GASKET COLLAR WHERE THE PIPE IS IN _III- c[ e - CONTACT WITH MANHOLE BASE AND/OR MANHOLE TYPE °'AWID" TYPE "B" TYPE "C" TYPE "E" TYPE "F" JER 6 SEE "DETAIL A' FOR REBAR IN COLLAR. o ° c° - CHANNEL, IN ORDER TO INSURE A WATERTIGHT III= a SECTION A-A GRATE FRAME DETAIL , III�III (SEE NOTE B) (SEE NOTE C) (SEENO7EC) CHECKED BY: z �Bd 4" TYPE: 1 FSEAL. N.T.S. ¢ O FINISHED GRADE. / BEDDING NOTES N.T.S. - - 6 MAY 2019 � 2" (MIN.) ° - / O EITHER BASE ON SD-501 OR SD-501A MAY BE ® SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT. USED WITH EITHER MANHOLE DESIGN. -III- CONNECTION DETAILS DATE: z O FOUR-SIDED FRAME IS REQUIRED. LEGEND -III- N.T.S. w O9 GROUT BETWEEN RING AND COVER AND GRADE RINGS. O1 1-1/2" x 3/4" STEEL BARS (TYP.). -III- AS NOTED -1 1 SCALE: w 10 FRIBILLATED USED POLYPROPYLENE FIBER (1 1/2 LBS. PER CY) D ETA I L A O2 1/4" FILLET WELD ALL BARS. =III= MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE COLLARS. N.T.S. 4 PLACES (TYP.) SECTION B-B a O3 WELD (4) 1/2%7" STUDS. N.T.S. R171127 2017 ACHD REVISION JOB NO. 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION 2015 m IDAHO STANDARDS IDAHO STANDARDS STANDARD DRAWING FOR PUBLIC WORKS STANDARD CONCRETE STANDARD DRAWING IDAHO STANDARDS CATCH BASIN GRATE STANDARD DRAWING IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING IDAHO STANDARDS S TAN D AR D SEWER STANDARD DRAWING FOR PUBLIC WORKS MANHOLE COLLAR NO. CONSTRUCTION NO. FOR PUBLIC WORKS N0. FOR PUBLIC WORKS NO. FOR PUBLIC WORKS N0 SD-511 (ACHD SUPPLEMENT) SD- 61 6 (ACHD SUPPLEMENT) CATCH MANHOLE SD-611 CONSTRUCTION TYPE SD- 609 CONSTRUCTION TYPE I SD- 601 CONSTRUCTION SERVICE LINE (ACHD SUPPLEMENT) I (ACHD SUPPLEMENT) C002 w H o H O a RENNISIMIN ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 2624/8� 1 1/8 �22 /8� 1 1/8 23 3/4 � + 233 3 3/4 L ■ ' 7/8 21/8 1 , 2 21 7/8 25/8 21 LINDGREN : LABRIE � } I� � PLACE CONCRETE & CRUSHED BASE PLACE CONCRETE & CRUSHED BASE 23 5/8 23 5/8 ARCH ITECTU RE PER SD-709 REQUIREMENTS PER SD-709 REQUIREMENTS (WHEN APPLICABLE) (WHEN APPLICABLE) SIDE VIEW SIDE VIEW 2'-0" 2'-0" 1" Manhole Riser 1 1/2" Manhole Riser R1/2 R7/2"6„ 1'-6" 6' 1-6" R1/2., • 26 1/8 1 1/8 26 1/8 1 1/8 .. - R7" R1" 2 24 30' CROWN 23 3/4 23 3/4 L TAPER (MIN.) } N a 1., BATTER 2 13 1/8 3rT4 1/8 R3 -1/2" - „�, R3 1/2" in f 21 /8 f 1/2" f 1/2" f - 21 7/8� -y 1 �. C L 23 5/8 23 5,/8 ONAL \^25� SIDE VIEW SIDE VIEW 1 3 D p p D 2" Manhole Riser 3" Manhole Riser /�E IDIAN* APPROVED FOR o IDAHO CONSTRUCTION 264 3 B D op o D nD Q 26 1/8 1 1/8 26 1/8 1 1/8 D p D . . p 3 D D . . D 2323/ �2323/— These plans and/or specifications have been reviewed for MONOLITHIC POUR CONCRETE p p D p \ T� T� compliance with Meridian City Standards and Specifications. rF OF SOP i 1 PER SECTION-703. p o I 5 1/8 This review does not relieve the owner, engineer, or contractor Y D � D � D. D � D � 3 D .. � D � D 4 5 6 1/8 AN �� EXPANSION JOINT AT POINTS f of the responsibility to design and/or construct those facilities AP 5/6/19 OF RADII TERMINAL.O© 6,. 4" AGGREGATE BASE 6.. 4" AGGREGATE BASE 21 7/8� �21 7/8� in compliance with all current applicable federal, state and local PERSPECTIVE laws, rules, regulations, ordinances, development agreements, 23 5/8 23 5'/8 specifications, orders or approvals, all of which the City retains 4'-0' the right to enforce. Inconsistencies not noted by City staff shall SIDE VIEW SIDE VIEW R1/2•' 2 Q 1i2"Q 4" Manhole Riser 5" Manhole Riser not be construed as approved unless specifically addressed N in writing by the City. Any proposed revision to these plans must 25 3/4 2s 1/8 be submitted for review and compliance with the Meridian City C9 3/4 1 1/6 Standards and Specifications before said revision is constructed. � NOTES: NOTES: 3/4 �23 3/ LEGEND. 23 3 4 � Oq THIS CURB TYPE IS FOR USE WITH BMP 34 PERMEABLE INTERLOCKING CONCRETE PAVERS (PICP) ONLY. O GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND 2 2 7/$ T � Name Dote 0 (� 6" OF 3/4" MINUS CRUSHED THE PUBLIC AGENCY HAVING JURISDICTION. 1 7 1/8 AGGREGATE BASE MINIMUM. © BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS © BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS 1/2 6 7 1/8 SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. (2� CONCRETE. 1 � z /� C SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER C SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER U 1/2" EXPANSION JOINT. TYPICAL SECTION PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. SIDE VIEW 21 7/8�I OD CONTINUOUS PLACEMENT REQUIRED UNLESS APPROVED IN WRITING BY ACHD. SCORE INTERVALS AT 10-FEET MAXIMUM OD CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING Manhole Cover Frame SPACING OR 2X SIDEWALK WIDTH PER ISPWC SECT 703. (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING). Min. Weight 147 Ibs 23 5/8I W e6 NOTES: SIDE VIEW '— OE MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. OE MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. A GRADE OF GUTTER MINIMUM o.a%. NOTES: ( F BACKFILL AS PER SECTION-706. F BACKFILL AS PER SECTION-706. 6" Manhole Riser ■ O O OA FIBERGLASS DUST PAN REQUIRED � •L (D FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. ON ALL MANHOLES THAT ARE NOT @ FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. ON PAVED STREETS. C OH STANDARD CURB TO BE USED ON: G 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED. ©MANHOLE FRAMES & COVERS SHALL (D PAY LIMITS FOR VALLEY GUTTER. 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLL CURB. BE SET FLUSH WITH ADJACENT ROADWAY FACILITY GRADE ■ 3. TO MATCH EXISTING CURBS. / 4. SEE SD-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. (t/- 1/8"). COVERS SHALL NOT BE WARPED. � J 06 � ANY WARPED COVERS SHALL BE REPLACED. MACHINE ALL MATCHING SURFACES. W 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION ©ALL UNITS IN INCHES. IDAHO STANDARDS IDAHO STANDARDS >> IDAHO STANDARDS 6�� VERTICAL STANDARD DRAWING STANDARD DRAWING STANDARD DRAWING IDAHO STANDARDS � > FOR PUBLIC WORKS NO FOR PUBLIC WORKS 6 REVERSE PAN NO FOR PUBLIC WORKS NO FOR PUBLIC WORKS STANDARD MANHOLE FRAME, STANDARD DRAWINGS Q (ACHD NSUPPLEIMENT) VALLEY GUTTER SD-708 (ACHD NSUPPLEIMENT) VERTICAL CURB SD-701 R (ACHD NSUPPLEIMENT) CURB' AND GUTTER SD-701 CONSTRUCTION COVER, AND RISER NO. SD-617 (ACHD SUPPLEMENT) 3/8" OR PE=R 7 3/8" OR PER 3/8" OR PER 7' 4' MANUFACTURER'S MANUFACTURER'S 4 MANUFACTURER'S 4 NOTES: RECOMMENDATI DNS 1/4"-3/8" RECOMMENDATIONS 1/4"-3/8" RECOMMENDATIONS� � 1/4"-3/8' 6" STD CURB 1.75� %t 0.25% .— 5" THICK CONCRETE 'f 12" — G NOTES: O TO THE MAXIMUM EXTENT POSSIBLE, THE TINS UNITS SHALL BE ORIENTED r —12:1 SLOPE -- �� SUCH THAT THE ROWS OF IN-LINE TRUNCATED DOMES ARE PARALLEL WITH U-1 / ___---- --- 1 75% t 0.25% OA THIS TYPE OF RAMP TO BE USED FOR ALL CORNERS EXCEPT WHERE LOCAL STREETS MEET. THE DIRECTION OF THE RAMP SURFACE. THE TINS SHALL BE 24" IN THE 6" STANDARD CURB M d _ } DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP, AND GUTTER 3;7 p/C/ coI © CURB ON THE RADIUS TO BE 6" STANDARD CURB FOR SHOWN DIMENSIONS. LANDING OR BLENDED TRANSITION. - Z 'J G d d © ALL RAMP SURFACES TO BE 12 TO 1 SLOPE TO CONFORM TO ADA REQUIREMENTS. `� SECTION A-A ° ` >D °`� ■ M d d BO TWS UNITS SHALL BE TAMPED OR VIBRATED INTO FRESH CONCRETE TO N.T.S. 06 3 D THIS TYPE OF CORNER TO HAVE TWO RAMPS CENTERED IN RADIUS WITH 6' BETWEEN RAMP WING TIPS. ENSURE THAT THERE ARE NO VOIDS OR AIR POCKETS, AND THE FIELD a- 4" OF 3/4" MINUS CRUSHED BASE 3 "� O LEVEL OF THE TINS UNIT IS FLUSH TO THE ADJACENT CONCRETE SURFACE. - MATERIAL AS PER SECTION-800 4_0 \ \ a ,. THE TINS UNIT MUST BE PRE-MANUFACTURED AND MEET THE DIMENSIONS W W d a <T OE CORNER RADIUS IS 30' AS A MINIMUM WHEN ADJOINING ANY COLLECTOR OR ARTERIAL STREET. THE ENGINEER MAY AND SPACING SHOWN. INSTALLATION IS TO BE PER MANUFACTURERS G REQUIRE LARGER RADIUS SIZES WHERE LARGER VEHICLE TURNING IS EXPECTED. SPECIFICATIONS. SURFACE IS TO BE A STANDARD COLOR OF YELLOW. PERPENDICULAR RAMP d 6'� EXTEND SUBGRADE & BASE L O PROPERTY TRIANGLES TOANGLE SIZE TO BE ACCOMMODATE VARIOUSL TO TRAF CEEQUIPMENT AND IUS SIZE S¶MTIESUM. THE ENGINEER MAY REQUIRE LARGER C THE TINS UNIT SHALL BE LCOATED SO THAT THE: EDGE NEAREST THE IES �plcA( G1E D 6" BEYOND CURB '�n� p © THE RAMP THROAT WIDTH TO BE 4 FEET MEASURED PERPENDICULAR TO THE 7 FOOT THROAT SIDE. THE RAMP O CURB LINE IS 6" MINIMUM AND 8" MAXIMUM FROM THE CURB FACE. RAMP X V) d FOOTTHRO SIDE IDEEOFi TO BE 7 THE RAMP THROAT TO BE PARALLEL WITH THE EXPECTED PATH OFT MEASURED FROM THE FACE OF THE CURB TO THE BACK OF THE THE PEDESTRIANPANDCH.NOT THE 7 THE TINS MUST SPAN THE FULL WIDTH OF THE [RAMP OPENING. 0 5% SHA 5" THICK CONCRETE 12 Guj •`J PERPENDICULAR TO THE CURB. FOR EXAMPLE: PARALLEL WITH THE CROSS WALK STRIPES OR STOP BAR. DO DETECTABLE WARNING SHALL HAVE A DIAMETER OF 50% TO 65% 0OTC t 0- ,101E G - RA� l MATCT�0N 3" ROLLED CURB 1.75%t 0.25% 3\ OF THE BASE DIAMETER OF DOME. 5 E Mp N CR AND GUTTER SILICONE SEALANT HOT APPLIED R ROD ANT HOT LBACKER ROD O THE RAMP WINGS TO BE 6 FEET MEASURED AT THE CURB FACE FOR 6"STANDARD CURB. x 1 ,�P�' SE0M R�qi APpROgCE TNI� OI ALL RAMPS TO HAVE A 4 FOOT WIDE CONTINUOUS PATH BEHIND THEM FOR PEDESTRIANS. a H V H K 3/4" OJ ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS TO BE 5 INCHES THICK WITH 4 INCHES OF �, ' N� "''/��•., 121 0>;.APpR IfS p �IICkNFSS 3/8" OR PER A / .,� 3/4 INCH AGGREGATE BASE. ' /�/ 1� AON p pO�I 5� p ° 4" OF 3/4" MINUS CRUSHED BASE Z 6 MANUFACTURER'S 8 /i' C 7 RECOMMENDATIONS 1/4"-3/8" O O SEF N }/3r DEP ER CONY&Ap5� MATERIAL AS PER SECTION-800 e co eS / STRUOTD OA O EXTEND SUBGRADE & BASE O 4, O O O O NOTE B '� SKEWED RAMP �P>; I_,N plgN 6" BEYOND CURB o n dQ 7' (,l�l S 6" STANDARD CURB O O O l' TT � VARIES 12" 5" THICK CONCRETE 12 1 Guj a a v E 6 B s-10 N B \V// Oa OO OO GUTTER 3:7 F 3 d " STANDARD CUR ., AND 4' °' DOME SECTION SEES a CONCRETE ASPHALT/ m DOME SPACING ISO E S4 RMIN E REPAIR — �' SECTION A-A 4" D ( ) 4" OF 3/4 MINUS CRUSHED BASE /HOT MIX Q THICK " Turnin % ' - MATERIAL AS PER SECTION-800 I PCC / o MIN. MAX. EMI D• i �� 5 TIE BAR a Space N.T z A 1 5/8" 2 3/8" CONCRETE TO ASPHALT THICK N B 7/8 1 7/16" �0�- Q. VIES �/ �.,��� EXTEND SUBGRADE & BASE COMPRESSION SEAL 1z" v' 1z" BASE / 2;:" 'A 6" BEYOND CURB ° PROPERTY TRIANGLE 1 6' '/;'••. ;�,a='-' i, B VARIES 12° 1�" '( CONCRETE TO ASPHALT TRANSITIONS \ G �— 0• ., ; r,or �E� 5" THICK CONCRETE _ _I 1 c� °°°°°°°°°°° °°°°°°°°°°°° E G 1.75% f 0.25% °°°°°°°°°°°° PER NOTE F. •.'•• RP 5'-10' 3�• u„1 a y LINO SE 3" ROLLED CURB — i > NOTES: of 3� AND GUTTER 3/Fj < 0 C Clear �A APPROACH TO CONFORM TO THE LATEST A.D.A. STANDARDS. TMPIGPU) GORE °s v :o CC Z LEGEND NOTES Q` ' Space B CHANGES EXPANSION JOINT AT TIP OF APPROACH WINGS AND WHERE SIDEWALK (1P PR p SURFACE REPAIR 4" OF 3/4" MINUS CRUSHED BASE fJ P O �D D R' (' S g., n e°p� (4' MIN) MATERIAL AS PER SECTION-800 O1 TOOLED SURFACE REQUIRED EXCEPT FOR SELF OA THE PAVEMENT EDGE IS TO BE PLACE APPROXIMATELY VERTICAL. \ y/ti �• Ramp © BASE TO BE A 4" THICKNESS OF 3/4" MINUS CRUSHED AGGREGATE PER I..L LEVELING TYPE SEALANT. y SECTION - 802. ©A CONSTRUCTION JOINT SHALL BE AT LEAST 2' FROM A SAWED JOINT. \ \� A/� RAMP WITH VERTICAL CURB OD RESIDENTIAL APPROACHES SHALL BE CONSTRUCTED WITH CONCRETE 5" THICK O2 APPROVED SILICONE SEALANT. 4' MIN. EXTEND SUBGRADE & BASE W ©TRAVERSE AND LONGITUDINAL JOINT SHALL BE SAWED JOINTS. �' FROM TIP IS WING TO TIP OF WING UP TO S THE EXPANSION JOINT. WHEN 6" BEYOND CURB 3O THE BACKER ROD MUST BE COMPATIBLE WITH THE - e SIDEWALK IS SEPARATE FROM CURB THE SIDEWALK IMMEDIATELY BEHIND THE � O ®3 _ 9t NOTES: SEALANT AND SLIGHTLY OVERSIZED TO RESIST O SEALANTS AND PREFORMED SEALS SHALL. BE APPLIED IN ACCORDANCE WITH THE APPROACH THROAT SHALL BE 5" THICK ALSO. MOVEMENT DURING SEALING OPERATION. MANUFACTURES REQUIREMENTS. Y Y OA LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. a- gin- OE COMMERCIAL APPROACH THROAT WIDTH SET BY POLICY AND APPLICATION. ALL CONCRETE ® HOT ,APPLIED SEALANT - ASTM D 3405. O MAKE A VERTICAL SAW CUT IN THE ASPHALT TO SERVE AS A FORM FOR THE RAMP DETAIL 6" STANDARD CURB 0" To 2" TO BE 6" THICK FROM TIP OF WING TO TIP OF WING UP TO THE EXPANSION JOINT. OB BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. V END OF THE CONCRETE PAVEMENT. WHEN SIDEWALK IS SEPARATE FROM CURB THE SIDEWALK IMMEDIATELY BEHIND THE ON RADIUS. OS ANY (PAVEMENT ADHERING TO THE CONCRETE FACE APPROACH THROAT SHALL BE 6" THICK ALSO. © SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% t 0.25%UNLESS OTHERWISE SPECIFIED BY THE OWNER. AFTER SAWING SHALL BE REMOVED. OF PREFERRED PRACTICE IS TO PLACE THE CONSTRUCTION JOINT 6" STANDARD CURB AT THE LOCATION OF A PLANNED CONTRACTION JOINT AND USE DOWEL BARS SKEW RAMP PER NOTE G. . O ALL CONCRETE SHALL BE CLASS 3000 PER SECTION - 703. OD SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. - © HOT POURED SEALANT - ASTM D 3405 FLUSH PER STANDARD TRANSVERSE JOINT DETAILS. Ik v WITH SURFACE. SIDEWALK WIDTH MAY VARY. ", OE 1/:>_" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO ' ©DIMENSIONING REFERS TO SEALANT DEEP. ONLY. SAW CUT TO CONTROL °• PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. O7 APPROVED SILICONE SEALANT 1/4" - 3/8" BELOW SLAB CRACKING SHALL BE D/3 DEEP. "D" EQUALS DESIGN DEPTH OF CONCRETE TYPICAL CORNER ��� SURFACE. PAVEMENT. 3C1' RADIUS MINIMUM ° •. o OF DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" ® PREFORMED COMPRESSION SEAL- ASTM D 2628. MINUS CRUSHED BASE. SECTION C—C 2017 ACHD REVISION 2015 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION ORIDAHOP STANDARDS CONCRETE PAVEMENT STANDARD DRAWING IDAHO PUBLIC STANDARDS PEDESTRIAN RAMP TYPE ,�A„ STANDARD DRAWING IDAFORHPUBLIC WOR S TACTILE WARNING SURFACE STANDARD DRAWING IDAFORHPUBLCNDARDS WORKS CONCRETE DRIVEWAY WITH STANDARD DRAWING IDAFORHPUBLIC WOR S CONCRETE STANDARD DRAWING FOR PUBLIC WORKS No. SD-714B FOCONSTRUCTIONKS FOR NEW DEVELOPMENT N0 SD-712A CONSTRUCTION TWS FOR PEDESTRIAN ACCESS N0 SD-712 CONSTRUCTION SIDEWALK AROUND APPROACH N0 SD-710A CONSTRUCTION N0 SD-709 CONSTRUCTION SAWED JOINTS (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) SIDEWALK COPYRIGHT ©2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the 3"x 3" HIGH TENON prior written permission of DESIGN NOTES: BOM EXISTING RIGHT-OF-WAY WIDTH Lindgren:Labrie Architecture, PLLC 1.) MIN.DESIGN CRITERIA PER ACI-318 CODE&AS NOTED P/N QTY DESCRIPTION AX NUMBER 4'-0"MIN LENGTH 2.) DESIGN LOAD: violates the Copyright laws of the United CABLE/CHAIN REQ'D A. AASHTO HS-25-44,WITH IMPACT 1 4 MB 6in SLAB A-ANCHOR 8500250 16 DIA. EXISTING IMPROVEMENTS REQUIRED NEW IMPROVEMENTS (ACROSS � I States and will subject the violator to FOR SAFE LIFTING B. SOIL WEIGHT-120 PCF 2 1 BOLT&GASKETED I REQUIRED legal prosecution. C. DEPTH OF OVERBURDEN=0 FT-5 FT THE FLATS) g D. EQUIV.FLUID PRESSURE=40 PCF RING&COVER MATCH E. LATERAL LIVE LOAD SURCHARGE PER CODE. 0.25 NAMPA MIX DESIGN#5 8900500 w I WIDTH 3.) CONCRETE 28 DAY COMPRESSIVE STRENGTH:6000 PSI ? E_===_______;�___r___________________________________--___________________ _________ - ------------------------------------' •°�°•° �. . . , � DRAWING SET ISSUED FOR REBAR TOTALS �===_--- ------------------------------ --- 4.) STEEL REINFORCEMENT:REBAR ASTM A-615,GIRD 60 , L-------------------------------------------------------------_____________------_____-� ,\ 5.) CEMENT:ASTM C-150 SPECIFICATIONS WEIGHT(LBS) DESCRIPTION AX NUMBER o 6.) DESIGNATED EMBEDDED LIFTERS MUST BE USED.USE 37 #4 REBAR I REFER TO SD-801 I CITY PERMIT S E T FOR TYPE AND PROPER RIGGING TO ASSURE ALL LIFTERS ARE EQUALLY DESCRIPTION. ENGAGED WITH A MIN.OF 60 DEG.ANGLE ON SLING. WEIGHTS (( I I COVER�� I I DESCRIPTION LINE# WEIGHT(LBS) LATCH LIFTING DIAGRAM TOP SLAB 1019 SCALE 1/4"=V-0" // N M ISPWC/ACHD HINGED DOOR BALLAST 4,_O,. 5.. HOUSING DETAILS SET SCREWS 9" 3 a 24"ACCESS OPENING FOR FIXTURE o A BOLT AND GASKETED o, RING AND COVER DRAWING SHEET REVISIONS Xy =__--------- x O II II N P �I BOLT RING TO LID WITH N X DATE REMARKS II II Y44"REDHEAD ANCHORS o o IN 4 LOCATIONSca NOTES: rn s v li B Bin SLAB A-ANCHOR C) ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. `�i m II II 7�4" C) STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. II�I I M iV 11" 10" DIA. CC) RIGHT-OF-WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND j I,Jf�) ll TYPE OF USE. =__ ___ OPENING C) MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE:. ~ o 0 ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF APPROVED FOR FABRICATION/DATE ;�i:��': �"�'. SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. w U �• '`[r `n C) MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND 'TYPE o A 2'_0" A 5"x 7"x 3" H , ' OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL } DOOR OPENING ^'! TYPE. SEE SECTION-700. W m Oldcasfde infrias#ruc#ure ANCHORAGE & DOOR ,:+;' N F� STANDARD CURB AND GUTTER RECOMMENDED, WITH ROLL CURB USE BASED ON LOCAL POLICY, SEE w �cgH•_wvaNe WIRING ACCESS OPENING `-') SECTION-700. o PLAN VIEW 9�A 11 (2 PER POST) SCALE 1/2"=V-0" - o o cAs L c u s B EA o Y/,/\Y\ / -v CONFIDENTIAL,SUBMITTEDFORREFERENCEPURPOSESON-,ANDSHALL C) CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND TYPE OF USE. SEE SECTION--700. W X ��/ \ NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF,OR WITHOUT X THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE. DRAWN BY. Z Cj \� OX19OLDCASTLEINFRASTRUCTUREALLMKSRESERVED C STREET CORNER RADII SIZES SET BY LOCAL POLICY AND TYPE OF USE. a ,nUU %.:.:..:::': .. o ---- 3 ,.3 VAULT ID �) DSTANCEER EVEHION, VERTICAL ICLE DESIGN SPEEDS, MATCHNG AND IZEXISTINGNTAL LRVE IMPROV IMPREMENTS ROVEMENTS AND SET BYASED OLOCALHPOLICY o `� 6„ 24"MAI D2MECE CENTERED OPENING `� AND TYPE OF USE. CHECKED BY: JER < y \/A ---------- � PRODUCTION DRAWING 13" OIA. J) ASPHALT MATCH SHALL DRAIN TOWARD EDGE OF PAVEMENT OR CONCRETE CURB AND SHALL HAVE o `' {f I CUSTOMER BOLT CIRCLE A MINIMUM CROSS SLOPE OF 1% WITH 2%RECOMMENDED. CROSS SLOPE OF 4%MAXIMUM IN TRAFFIC 6 MAY 2019 o, CASH SALE LANE WITH 8% MAXIMUM IN PARKING AREA. DATE: Z DETAIL JNT BOLT PATTERN w VIEW A-A JNT A A DRAWN NG CH c A SCRDE C) EXISTING ASPHALT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL AND/OR PERPENDICULAR TO .� SCALE 1"=1'-0" THE CENTERLINE OF THE STREET AND SEALED WITH AN ASPHALT TACK COAT BEFORE PAVING. LL m 5/2/2019 SB CLIP MPB SCALE 1/2"=1'-0" �_ 18Y2" DIA. _ I AS NOTED p, DRAWING NUMBER REVISION SM W L.L240-3x31id-001.idw DATE , of , JOB No. R171127 N REVISED 2013 2017 ACHD REVISION GRAVITY IRRIGATION BOX WATER-TIGHT LID �SUPPLEMENTAL OF IN HISTORICAL STREET LIGHT STANDARD DRAWING NO. IDAHO STANDARDS TYPICAL STREET w FOR PUBLIC WORKS STANDARD DRAWING SCALE: NOT TO SCALE TO THE ID IDAHO SPECIFICATIONS FOR N 0. PUBLIC WORKS CONSTRUCTION POLE DETAIL (ACHD 'SUPPLEMENT)IWI DEN I N G SD—806 RE: GRAVITY IRRIGATION PLAN, SHEET C4.4 ( W COm3 0 a NOTE: ALL DETAILS SHOWN THIS SHEET ONLY APPLY TO ON-SITE PRIVATE FACILITIES LOCATED OUTSIDE OF ACHD RIGHT-OF-WAY. RENNISIMIN ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 a 6"OF PORTLAND CEMENT CONCRETE(PCCP) 3"OF TYPE III ASPHALT CONCRETE 2.5"OF TYPE III ASPHALT CONCRETE GENERALLY ADHERING TO ITD SPECIFICATIONS FOR ° URBAN CONCRETE, CONTROL JOINTS ON 12'CENTERS ■ a ° OR LESS 4"OF 3/4"MINUS CRUSHED 4"OF 3/4"MINUS CRUSHED 4"FREE-DRAINING GRANULAR FILL MAT(DRAINAGE - AGGREGATE BASE COURSE AGGREGATE BASE COURSE L I N D G R E N : L A B R I E FILL COURSE), SAND&GRAVEL MIXTURE COMPLYING ARCH ITECTU RE WITH ISPWC SPECIFICATIONS FOR 3/4-INCH (TYPE 1) �— CRUSHED AGGREGATE,COMPACTED TO NO LESSTHAN 95% O O DETERMINEOF THE D BY ASTM MAXIMUM DRYDENSITY AS O O SDC 12"OF 6" MINUS PIT RUN O O SDC 10"OF 6" MINUS PIT RUN � � O O O O � � �OQOQC �OQOQC O O REFER TO PROJECT GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION \ I � \ r�ONA( SUBGRADE TO BE ���/��/��/�� SUBGRADE TO BE ISTF�Y�y VERIFIED FOR COMPETENCY //\\//\\//\\/\ex\ VERIFIED FOR COMPETENCY NOT FOR USE WITHIN ACHD RIGHT-OF-WAY (INCLUDING ALLEY), / //� ALSO SEE PROJECT GEOTECHNICAL ENGINEERING //\//\//\//\//\� ALSO SEE PROJECT GEOTECHNICAL ENGINEERING //\//\//\//\//\� ALSO SEE PROJECT GEOTECHNICAL ENGINEERING 264 FOR VALLEY GUTTER LOCATED WITHIN ACHD RIGHT-OF-WAY j\�j\�j\�j\�j\� REPORT PREPARED BY MATERIALS TESTING& \�\\�\\x \�\\� REPORT PREPARED BY MATERIALS TESTING& \�\\�\\�\\�\\� REPORT PREPARED BY MATERIALS TESTING& SEE ISPWC SD-708 (ACHD SUPPLEMENTAL) ON SHEET C0.3 / / / / / INSPECTIONS(MTI FILE NUMBER B190042g)' ( g)'DATED / / / / / INSPECTIONS MTI FILE NUMBER B190042 DATED ( g)' INSPECTIONS MTI FILE NUMBER B190042 DATED Oi,O/O/.O/.00 a 3.00' j/ / / / /j\ JANUARY 28,2019,AND SUBSEQUENT ADDENDA. JANUARY 28,2019,AND SUBSEQUENT ADDENDA. JANUARY 28,2019,AND SUBSEQUENT ADDENDA. j rF qN APp���', 1.50' 1.50' HEAVY-DUTY LIGHT-DUTY 5/6/19 RIGID CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT R=1/2"� SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE 1 N ° ° QD N W 6' 2'-0" WIDTH PER PLAN o ° ° Qq a a O ° o a TOOLED JOINT a ° ° ° WIDTH PER PLAN a ° ASPHALT SURFACE, ° ° a a PARKING STALL 1.50%±0.25% 1",TYP 1.50%±0.25% W a \Ilk -0 CO a ° ° \�\\ / T W 2t\ \/\// / / / 6-FT PRECAST CONCRETE WHEEL STOP, 2"OF 3/4"MINUS CRUSHED GRAVEL/\ \/ NOTES OLDCASTLE ITEM#1801050 OR EQUAL, BASE COURSE PER DIV.800 OF THE"/j�/��/��/��/j\/j\/j\/j\/j\/j\/j\/j\///��//%j�/��/��/��/��/��/��/��/��/��/��/j�� \'\/���//%//j�//j�//j�//i\//%////////\\//��/\\/��/\��/\�//;�/��\/\\i�\��\ ■ 6"OF 3/4"MINUS CRUSHED GRAVEL BASE COURSE \/\/\/\/\/\/\/\/\/\/\/\/\ ,�\/\/\/\/\/\/\/\/\/\/\/ � J N 1. PROVIDE EXPANSION JOINTS @ 25'OC MAX. PER ISPWC DIVISION 800,COMPACT BASE TO INSTALL PER MANUFACTURER'S ISPWC, COMPACT BASE TO EXCEED\//\\//\\//\\//\\//\\//\\/��\/\\//\\//\\/���/ \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// 4'DEPTH CONCRETE 2. SACK FINISH EXPOSED SURFACES. a RECOMMENDATIONS 95%OF STANDARD DENSITY � �/�/� \/��// / \ \�/j EXCEED 95/o OF STANDARD DENSITY / /�\�//�//�//�//�//�//// LIJ 2"OF 3/4"MINUS CRUSHED GRAVEL BASE O ALSO SEE PROJECT GEOTECHNICAL ENGINEERING ALSO SEE PROJECT GEOTECHNICAL ENGINEERING COURSE PER DIV.800 OF THE ISPWC. o REPORT PREPARED BY MATERIALS TESTING&ALSO SEE PROJECT GEOTECHNICAL ENGINEERING > > REPORT PREPARED BY MATERIALS TESTING& REPORT PREPARED BY MATERIALS TESTING& COMPACT BASE TO EXCEED 95/o OF W U)NOTE: STANDARD DENSITY. INSPECTIONS(MTI FILE NUMBER B190042g), DATED INSPECTIONS(MTI FILE NUMBER B190042g), DATED INSPECTIONS(MTI FILE NUMBER B190042g), DATED O JANUARY 28,2019,AND SUBSEQUENT ADDENDA. SCORE SIDEWALK AT INTERVALS 0 TO MATCH WIDTH OF SIDEWALK JANUARY 28,2019,AND SUBSEQUENT ADDENDA. JANUARY 28,2019,AND SUBSEQUENT ADDENDA. W CONCRETE VALLEY GUTTER CONCRETE SIDEWALK (FLUSH WITH PARKING STALL) SITE CONCRETE SIDEWALK CN ,_ LLI SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 4 Z3 co m co . _ 06 0 Cz LIJ a L _ (J) � 5 z o M 6" ��` �'� TH P O TYP. ti ER P�qN 6„ ~ 4 ' TYP. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o°o°o o •� 00000°° ROUNDED CORNERS,TYP °oo°° ° DETECTABLE WARNING PER ISPWC SD-712, DETECTABLE WARNING PER ISPWC SD-712, DETECTABLE WARNING SHALL BE FABRICATED DETECTABLE WARNING SHALL BE FABRICATED INSERTS CAST INTO THE CONCRETE(STAMPED INSERTS CAST INTO THE CONCRETE(STAMPED W CONCRETE AND ADHESIVE MATS NOT ALLOWED) / CONCRETE AND ADHESIVE MATS NOT ALLOWED) — AND SHALL BE COLORED"TRAFFIC YELLOW" AND SHALL BE COLORED"TRAFFIC YELLOW" Z Q a ACCESSIBLE RAMP AT ATTACHED SIDEWALK - TYPE 2 V 2:ACCESSIBLE PEDESTRIAN RAMP - TYPE I L SCALE: NOT TO SCALE 8 SCALE: NOT TO SCALE 7 = 0 F- U COPYRIGHT ©2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR CITY PERMIT SET SITE CONSTRUCTION DETAILS DRAWING SHEET REVISIONS Q DATE REMARKS CD G U H Z W a 0 w 0 �E IDIAN* APPROVED FOR Z IDAHO CONSTRUCTION BY: BEA a 1 1 These plans and/or specifications have been reviewed for CHECKED BY: JER compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor DATE: 6 MAY 2019 of the responsibility to design and/or construct those facilities W LL in compliance with all current applicable federal, state and local AS NOTED laws, rules, regulations, ordinances, development agreements, SCALE: specifications, orders or approvals, all of which the City retains R171127 the right to enforce. Inconsistencies not noted by City staff shall JOB NO. not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. C004 0 Name Date a ODEMOLITION KEYNOTES NOTE:NOT ALL KEYNOTES SHOWN APPLY TO THIS SHEET(SEE PHASE 2 DEMOLITION PLAN,SHEET C1.2) DEMOLITION NOTES 1. PROTECT EXISTING FIRE HYDRANT TO REMAIN. 17. REMOVE EXISTING IRRIGATION DISTRIBUTION LINES&VALVES. SEE LANDSCAPE PLANS FOR MODIFICATIONS TO STREET 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 2. PROTECT EXISTING ABOVE-GRADE GRAVITY IRRIGATION BOX TO REMAIN. TREE IRRIGATION DISTRIBUTION LINES. APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION 18. REMOVE EXISTING CITY STANDARD STREET LIGHT&ASSOCIATED ELECTRICAL BOX, RE-INSTALL AT LOCATIONS SPECIFIED OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES 3. PROTECT EXISTING BELOW GRADE UTILITY LINES(IDAHO POWER, INTERMOUNTAIN GAS, CENTURYLINK, ETC.)TO REMAIN.COORDINATE WITH RESPECTIVE UTILITY COMPANY DESIGNS. SEE DEMOLITION NOTE 1. ON SITE ELECTRICAL PLAN,SHEET E1.0. ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. PROTECT EXISTING 8"GRAVITY IRRIGATION LINE TO REMAIN. COORDINATE WITH SITE UTILITY PLAN INCLUDED IN THIS PLAN 19. REMOVE EXISTING NON-CITY STANDARD STREET LIGHT AND SALVAGE TO CITY. 2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE SET. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER MASTER(JIM MARSDEN)AT 208-830-8195 AS NECESSARY. 20. DEMOLISH&HAUL OFF EXISTING BUILDING TO SUBGRADE. SEE DEMOLITION NOTE 4. CONTRACTOR SHALL ALTER FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. R E N N I S IMI N ENGINEERING 5. PROTECT EXISTING SEWER MANHOLE TO REMAIN. VERTICAL CUTS TO MEET OSHA REQUIREMENTS(MAY REQUIRE IMPORT AND PLACEMENT OF STRUCTURAL FILL). REFER TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 6. TEMPORARILY REMOVE EXISTING CITY STANDARD STREET LIGHT&ASSOCIATED ELECTRICAL BOX AS NECESSARY. EXISTING BUILDING DRAWINGS FOR APPROXIMATE ELEVATIONS. AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 COORDINATE WITH SITE ELECTRICAL PLAN,SHEET E1.0. COORDINATE WITH CITY AND IDAHO POWER AS NECESSARY. 21. REMOVE EXISTING STORM DRAIN STRUCTURE AND ASSOCIATED PIPING. CONTRACTOR SHALL EXPLORE BELOW GRADE 3. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR SERVICE DISCONNECTS PRIOR 7. REMOVE&SALVAGE EXISTING TREE,TREE GRATE&FRAME,AND IRRIGATION VALVE BOX. REINSTALL TREE GRATE& DISPOSAL FACILITIES(e.g. SEEPAGE BED)AND COORDINATE POTENTIAL REMOVAL AND REPLACEMENT WITH STRUCTURAL TO BEGINNING WORK. SEE SHEET C4.5 FOR CONTACT LIST. FRAME WHERE SHOWN ON LANDSCAPE DRAWINGS. FILL WITH PROJECT GEOTECHNICAL ENGINEER. COORDINATE WITH GRADING&DRAINAGE, UTILITY,&BUILDING PLANS 4. ALL DEMOLITION WASTE HANDLING AND DISPOSAL SHALL CONFORM WITH ALL /fE IDIAN* AP PROVED FO R INCLUDED IN THIS PLAN SET. APPLICABLE LOCAL,STATE,AND FEDERAL LAWS AND REGULATIONS. i oA H o 8. COMPLETELY REMOVE EXISTING ON-SITE TREE. REFER TO LANDSCAPE PLANS TO CONFIRM TREES TO BE REMOVED. 22. REMOVE EXISTING STORM DRAIN CATCH BASIN. SEE STORM DRAINAGE PLAN,SHEET C3.0, FOR MODIFICATIONS TO CONSTRUCTION 9. COMPLETELY REMOVE EXISTING JUNIPER TREES ALONG SHARED PROPERTY LINE. EXISTING STORM DRAIN SYSTEM. 5. COORDINATE TEMPORARY AND PERMANENT REMOVAL OF SIGNS WITH ACHD AND/OR Cl 10. EXISTING SEWER SYSTEM IN ALLEY SHALL REMAIN IN USE DURING AND FOLLOWING CONSTRUCTION (SERVES CITY BLOCK 23. REMOVE EXISTING GROUNDWATER MONITORING WELL. PROPERTY OWNER AS APPLICABLE. RE-INSTALL AT LOCATIONS SPECIFIED ON STRIPING These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E TO EAST OF PROJECT SITE). &SIGNAGE PLAN, SHEET C5.0. SALVAGE UNUSED SIGNS TO APPROPRIATE OWNER. compliance with Meridian City Standards and Specifications. 24. REMOVE EXISTING CITY MONUMENT SIGNS. REFER TO LANDSCAPE DRAWINGS FOR FURTHER INSTRUCTIONS. 6. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND This review does not relieve the owner, engineer, or contractor A R C H T E C T U R E 11. REMOVE EXISTING SEWER SERVICE TO WITHIN 5 FEET OF MAIN AND INSTALL WATER-TIGHT CAP. COORDINATE WITH of the responsibility to design and/or construct those facilities 25. REMOVE EXISTING TRASH ENCLOSURE. CONTRACTOR SHALL COORDINATE TEMPORARY TRASH COLLECTION &PICKUP REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK SEWER PLAN,SHEET C4.1. WITH REPUBLIC SERVICES&EXISTING SITE TENANTS. INCLUDES CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE GROUND in compliance with all current applicable federal, state and local 12. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING OVERHEAD&UNDERGROUND POWER&COMMUNICATION LINES SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH laws, rules, regulations, ordinances, development agreements, 26. WITHIN THE CONSTRUCTION LIMITS SHOWN, REMOVE ALL EXISTING ASPHALT CONCRETE PAVEMENT&CONCRETE specifications, orders or approvals, all of which the City retains � WITH IDAHO POWER, CENTURYLINK,&CABLE ONE,&SYRINGA NETWORKS PLANS. SIDEWALKS TO SUBGRADE ELEVATION. SAWCUT EXISTING PAVEMENT AT CONSTRUCTION LIMITS TO CLEAN LINES. OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH,AND OTHER the right to enforce. Inconsistencies not noted by City staff shall 13. COORDINATE ABANDONMENT OF EXISTING GAS SERVICES WITH INTERMOUNTAIN GAS. SOME SERVICES SHOWN MAY PAVEMENT SAWCUT WITHIN ACHD RIGHT-OF-WAY INCLUDING ALLEY SHALL BE PER ACHD STANDARDS 24"MIN FROM MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER not be construed as( ) ( approved unless specifically addressed ALREADY BE ABANDONED. CURB&GUTTER). COORDINATE REMOVAL AND REPLACEMENT OF EXISTING ROADWAY IMPROVEMENTS WITHIN ACHD STRUCTURES.ALL MATERIAL NOT SUITABLE FOR USE ON-SITE SHALL BE DISPOSED OF in writing by the City. Any proposed revision to these plans must 14. COORDINATE REMOVAL/ABANDONMENT OF EXISTING WATER&FIRE SERVICES, METER,AND/OR FDC WITH CITY OF RIGHT-OF-WAY(INCLUDING ALLEY)WITH SITE GRADING PLANS, SHEETS C3.1 &C3.2. REPAIR STREET UTILITY SERVICE OFF-SITE AT AN APPROVED LOCATION.ALSO REFER TO THE PROJECT GEOTECHNICAL be submitted for review and compliance with the Meridian City MERIDIAN. CONTRACTOR MAY USE EXISTING METERED WATER SERVICES DURING CONSTRUCTION. SCHEDULING OF CUTS PER ACHD STANDARDS. SEE ACHD NOTES 3&12 ON SHEET C0.1. REPORT. Standards and Specifications before said revision is constructed. SERVICES TO BE MODIFIED SHALL BE COORDINATED WITH AFFECTED BUSINESSES. SEE DEMOLITION NOTE 7 THIS SHEET. 27. COORDINATE REMOVAL OF EXISTING PAVEMENT STRIPING WITH STRIPING&SIGNAGE PLAN, SHEET C5.0. 7. PER CITY OF MERIDIAN STANDARDS, UNUSED WATER SERVICE LINES SHALL BE S�ONA( REMOVING THE Name Date �► 15. REMOVE EXISTING 8"GRAVITY IRRIGATION LINE&STRUCTURES. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING 28. PROTECT EXISTING TREE,TREE GRATE,AND IRRIGATION VALVE BOX TO REMAIN. AT CONTRACTOR'S DISCRETION,TREE ABANDONED AT THE MAIN BY CLOSING THE CORPORATION STOP, p��GISTFA SYSTEM WITH GRAVITY IRRIGATION PLAN, SHEET C4.4. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER GRATE&FRAME MAY BE REMOVED DURING CONSTRUCTION AS NECESSARY AND REINSTALLED FOLLOWING SERVICE LINE,AND INSTALLING A CAP OR COPPER DISK AT THE BACK OF THE FITTING. N MASTER(JIM MARSDEN)AT 208-830-8195 AS NECESSARY. CONSTRUCTION ACTIVITIES. REFER TO LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. UNUSED EXISTING VALVES AND BLOW OFFS SHALL BE REMOVED AND INSTALL BLIND (10 n C A 16. REMOVE EXISTING SIDEWALK FURNITURE(TRASH CAN, BENCH, BIKE RACKS), RE-INSTALL AT LOCATIONS SPECIFIED ON 29. PROTECT EXISTING WATER SERVICE&METER(TO BE USED FOR SITE IRRIGATION), SEE SHEET C4.2. FLANGES WHERE APPROPRIATE. G V `'1' 8. IT IS ANTICIPATED THAT THE EXISTING CITY STANDARD PAVERS TO BE SALVAGED CAN LANDSCAPE PLANS,SALVAGE UNUSED FURNITURE TO CITY OF MERIDIAN. SUPPLY ALL OF THE PAVERS NEEDED TO BE INSTALLED ON THIS PROJECT. A P 8"GI - 8" I N LLZZ / 0 j, F OF 10 I 5/6/19 I O � � I E O E ° KE O OQ O pRNEWAY ® pRNEWAY DRIVEWA nIN © ® BV E ® i DRIVEWAY T DE O❑ sD 0 N LL I I 1 I I - SD SD _ SD O N O 1 I 8'S QD I I I I 00 I I I I I I I I I �0 N � ; � O � Z E . IDAHO AVENUE II`I 8„W ..W i cz �++ C6 C9 0 fn LL I I I I I L )) o ^ N B..W W 8 W 8' 8..w B.,W I B..W 8,. 8„W W 11 M TT I I ® i E T ® C ® E ®❑ Ow BIKE WAY T' DR IY-0 ❑ w ❑■ R/W 1 r 1 00-m 1-m-Pe � IRANI R/W �+++�� �� IR 1�y.ra.ra.rera�y.w�r.w R/IM -------FLFI R/W ra.rt�raw wrty �R in .SFr i �+� i r�i w�i 14 ® IR®BF I BIKE 16 J (n Q UJ N 17 d I 17 9 O �Q 14 8 Q 0 8 dog 8 I 8 d PHASE 1 DEMOLITION LIMITS, TYP ���� ,� o - � N 0 17 14 � s���Q T LU W Iexz rs o I M 0 I 00 c� APPROX. LOCATION 17 I Existing Site Improvements I P" - - - UJ °� )EGATE ■ G G _ ° 20 to be removed N � d 8 � 6 O� 8 �, o _ �� PHASE 1 8 r-----------------I Q PHASE 1 9 N EX ASPHALT PARKING �; ° 'I ����e,50 EX ASPHALT PARKING GRAVEL �, E U) G co co a. 8 LOT TO REMAIN 1i ooc0-w LOT TO REMAIN �� d0 20 I 14 II o �� 11 10 / Z I CCli - z awec11��t T ; MQ ����� Q M ❑E II p� dQ 11 I 01 Q E8 8 II 11 I O� 6 do $ I d0% II II do G N 0 _ 8 I I EXISTING BASEMENT I I 9 0 II II N -i I I� I1 _ i0 to tL O II CENTURYLINK CABLE 3 13 fl 13 17 1113 12 14 r=J� 12 11 13 0 E 8 IRR I R PIV ��O 8 �el90 z � GI _ R/W _ R 17 13 - R/w - - R/W W TV " TV TV TV - T OW 3 T B..�S V TV S O • ... ... --------------- ---- sT 8"s 8"S $..S 8"s B,.S z Q 8"S FIO F/O F/O /O G ♦C" + ��' � G AS TE G �� I I G pRl G Q o IVEWAY T T T ------ -- ------- - -- - -- --P�rlfFETE ------ -----1-1 LL DR ASPHALT I GI 8"GI UGP 8"GI UGP - �1P.*...�....�,�- OHP R/W -�..«�..« OLM a� LL R/W - c0 R/W R/W T - R/W T _ _ _ _ f#/W - - R/W I I T T CLi W UJ T I ST LIATE ; = 0 MON�SIGN OdoR o _ o CPETE / i PROTECT EXISTING OVERHEAD & ' I UNDERGROUND PUBLIC UTILITIES DURING Z N ° E I PROTECT EXISTING UNDERGROUND El X29 �� PHASE 1 DEMOLITION, UTILITY STAIRS GRAVITY IRRIGATION SYSTEM, SYSTEM o ��t0. ° MODIFICATIONS TO BE COORDINATED WITH o --------- MODIFICATIONS TO BE COORDINATED WITH 13 - 21 OS �� PHASE 2 DEMOLITION AND PUBLIC UTILITY G PHASE 2 DEMOLITION AND GRAVITY i Existing Site Improvements PLAN, SHEET C4.5 IRRIGATION PLAN, SHEET C4.4 I to be removed r' I G� j MM I COPYRIGHT ©2019 Lindgren:Labrie p Architecture, PLLC Any use, reproduction ~ �t 110 ' P/L - P/L - - P/L or modification of the documents or the - - N r, ° � O d0 I ® 17 GI information contained herein without the �� Q `� ® 13 prior written permission of WATER STO SWALE i DRIVE TNRU ' M 13 g Lind ren:Labrie Architecture, PLLC I violates the Copyright laws of the United 23 23 States and will subject the violator to o I HALT HALT 8 legal prosecution. CONCRETE ASP ETE d CONCR DRAWING SET ISSUED FOR 20 CITY PERMIT SET I = 0 N oOr zr------- o _ �Q� �' PHASE 1 iv TM FDCo PFV DRIVEWA I - - - ❑ ® 1 - a I -� T DEMOLITION LO R T ® R/W OW ® OW /W ® R R I® - /W E ® , PLAN 8"GI 8" I 8 GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI- - H 1 -$"G'- ■ 0� o DRAWING SHEET REVISIONS I ------ �- ----A&ANDf)NEflf�WA-TER-L+AFE----------------T-----------j -------------------------------- -------------------ABANDONED-&nWATEF-LINE------�--------�-- -------- - I - - -- --AB Q DATE REMARKS --�--- -- - ----- --- - --- --- I -TER-I=fNE- ---- ------------------------------------------------------------------ � I I 000 0"W I I I N I : 10"W I 10"W 10"WI 10"W I 10"W 10"W 10"W 10"W - 10"W 10"W Ch I AQUASHIELD O 8c I I I I Q 0 I I I I I G I 10' OLL O 10"W v 18"S O 18"S - 18' I U I I I 18"S 18"S 18"S 18"S 18"S 18"s E . B R O A D W A Y AVENUE 0 18"S I a 18"S 18"S O 18 I I I i I 8•. O O O 4S..S L O 0 15"Sp 15 15"SD 15"SD I I I 15"SD I ❑ 15"SD 15"SD � 15"SD I O O❑ 15"SD 15"SD w I I I I i I I I I i I to 00 DRAWN BY: BEA < W cn 0 z'X I I I I nn GI CHECKED BY: JER w �'/ N 0 I I I I DRIVEWAY ; DATE: 6 MAY 2019 I H I I I LL ACHD NOTES 15"G' �■ SCALE: AS NOTED 1 . ALL EXCAVATIONS WITHIN ACHD RIGHT-OF-WAY PERFORMED DURING DEMOLITION PHASE 1 DEMOLITION PLAN ((1\v I N ACTIVITIES AND/OR CONSTRUCTION OF SITE, UTILITY, AND BUILDING IMPROVEMENTS SHALL JOB NO. R171127 BE EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC Zo o Zo 40 SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA AND A COPY OF COMPACTION Li w TESTING TO ACHD TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS. a QDEMOLITION KEYNOTES NOTE:NOT ALL KEYNOTES SHOWN APPLY TO THIS SHEET(SEE PHASE 1 DEMOLITION PLAN,SHEET CIA) DEMOLITION NOTES 1. PROTECT EXISTING FIRE HYDRANT TO REMAIN. 17. REMOVE EXISTING IRRIGATION DISTRIBUTION LINES&VALVES. SEE LANDSCAPE PLANS FOR MODIFICATIONS TO STREET 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 2. PROTECT EXISTING ABOVE-GRADE GRAVITY IRRIGATION BOX TO REMAIN. TREE IRRIGATION DISTRIBUTION LINES. APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION 3. PROTECT EXISTING BELOW GRADE UTILITY LINES(IDAHO POWER, INTERMOUNTAIN GAS, CENTURYLINK, ETC.)TO REMAIN. 18. REMOVE EXISTING CITY STANDARD STREET LIGHT&ASSOCIATED ELECTRICAL BOX, RE-INSTALL AT LOCATIONS SPECIFIED OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES COORDINATE WITH RESPECTIVE UTILITY COMPANY DESIGNS. SEE DEMOLITION NOTE 1. ON SITE ELECTRICAL PLAN, SHEET E1.0. ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. PROTECT EXISTING 8"GRAVITY IRRIGATION LINE TO REMAIN. COORDINATE WITH SITE UTILITY PLAN INCLUDED IN THIS PLAN 19. REMOVE EXISTING NON-CITY STANDARD STREET LIGHT AND SALVAGE TO CITY. 2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE SET. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER MASTER(JIM MARSDEN)AT 208-830-8195 AS NECESSARY. 20. DEMOLISH &HAUL OFF EXISTING BUILDING TO SUBGRADE. SEE DEMOLITION NOTE 4. CONTRACTOR SHALL ALTER FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. R E N N I S O N ENGINEERING 5. PROTECT EXISTING SEWER MANHOLE TO REMAIN. VERTICAL CUTS TO MEET OSHA REQUIREMENTS(MAY REQUIRE IMPORT AND PLACEMENT OF STRUCTURAL FILL). REFER TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 6. TEMPORARILY REMOVE EXISTING CITY STANDARD STREET LIGHT&ASSOCIATED ELECTRICAL BOX AS NECESSARY. EXISTING BUILDING DRAWINGS FOR APPROXIMATE ELEVATIONS. AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 COORDINATE WITH SITE ELECTRICAL PLAN, SHEET E1.0. COORDINATE WITH CITY AND IDAHO POWER AS NECESSARY. 21. REMOVE EXISTING STORM DRAIN STRUCTURE AND ASSOCIATED PIPING. CONTRACTOR SHALL EXPLORE BELOW GRADE 3. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR SERVICE DISCONNECTS PRIOR 7. REMOVE&SALVAGE EXISTING TREE,TREE GRATE&FRAME,AND IRRIGATION VALVE BOX. REINSTALL TREE GRATE& DISPOSAL FACILITIES(e.g. SEEPAGE BED)AND COORDINATE POTENTIAL REMOVAL AND REPLACEMENT WITH STRUCTURAL TO BEGINNING WORK. SEE SHEET C4.5 FOR CONTACT LIST. FRAME WHERE SHOWN ON LANDSCAPE DRAWINGS. FILL WITH PROJECT GEOTECHNICAL ENGINEER. COORDINATE WITH GRADING&DRAINAGE, UTILITY,&BUILDING PLANS 4. ALL DEMOLITION WASTE HANDLING AND DISPOSAL SHALL CONFORM WITH ALL (l/L E IDIAN* A PP ROVED FO R INCLUDED IN THIS PLAN SET. APPLICABLE LOCAL, STATE,AND FEDERAL LAWS AND REGULATIONS. I oa H o 8. COMPLETELY REMOVE EXISTING ON-SITE TREE. REFER TO LANDSCAPE PLANS TO CONFIRM TREES TO BE REMOVED. 22. REMOVE EXISTING STORM DRAIN CATCH BASIN&PORTION OF EXISTING 12"STORM DRAIN PIPE. SEE STORM DRAINAGE CONSTRUCTION 9. COMPLETELY REMOVE EXISTING JUNIPER TREES ALONG SHARED PROPERTY LINE. PLAN, SHEET C3.0, FOR MODIFICATIONS TO EXISTING STORM DRAIN SYSTEM. 5. COORDINATE TEMPORARY AND PERMANENT REMOVAL OF SIGNS WITH ACHD AND/OR PROPERTY OWNER AS APPLICABLE. RE-INSTALL AT LOCATIONS SPECIFIED ON STRIPING These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E 10. EXISTING SEWER SYSTEM IN ALLEY SHALL REMAIN IN USE DURING AND FOLLOWING CONSTRUCTION (SERVES CITY BLOCK 23. REMOVE EXISTING GROUNDWATER MONITORING WELL. &SIGNAGE PLAN, SHEET C5.0. SALVAGE UNUSED SIGNS TO APPROPRIATE OWNER. compliance with Meridian City Standards and Specifications. TO EAST OF PROJECT SITE). 24. REMOVE EXISTING CITY MONUMENT SIGNS. REFER TO LANDSCAPE DRAWINGS FOR FURTHER INSTRUCTIONS. 6. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE 11. REMOVE EXISTING SEWER SERVICE TO WITHIN 5 FEET OF MAIN AND INSTALL WATER-TIGHT CAP. COORDINATE WITH of the responsibility to design and/or construct those facilities SEWER PLAN,SHEET C4.1. 25. REMOVE EXISTING TRASH ENCLOSURE. CONTRACTOR SHALL COORDINATE TEMPORARY TRASH COLLECTION&PICKUP REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK in compliance with all current applicable federal, state and local WITH REPUBLIC SERVICES&EXISTING SITE TENANTS. INCLUDES CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE GROUND laws, rules, regulations, ordinances, development agreements, 12. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING OVERHEAD&UNDERGROUND POWER&COMMUNICATION LINES 26. WITHIN THE CONSTRUCTION LIMITS SHOWN, REMOVE ALL EXISTING ASPHALT CONCRETE PAVEMENT&CONCRETE SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH • WITH IDAHO POWER, CENTURYLINK,&CABLE ONE,&SYRINGA NETWORKS PLANS. OF GRASS AND/OR WEEDS, FENCES,STRUCTURES, DEBRIS, RUBBISH,AND OTHER specifications, orders or approvals, all of which the City retains SIDEWALKS TO SUBGRADE ELEVATION. SAWCUT EXISTING PAVEMENT AT CONSTRUCTION LIMITS TO CLEAN LINES. the right to enforce. Inconsistencies not noted by City staff shall 13. COORDINATE ABANDONMENT OF EXISTING GAS SERVICES WITH INTERMOUNTAIN GAS. SOME SERVICES SHOWN MAY PAVEMENT SAWCUT WITHIN ACHD RIGHT-OF-WAY(INCLUDING ALLEY)SHALL BE PER ACHD STANDARDS(24"MIN FROM MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER not be construed as approved unless specifically addressed ALREADY BE ABANDONED. CURB&GUTTER). COORDINATE REMOVAL AND REPLACEMENT OF EXISTING ROADWAY IMPROVEMENTS WITHIN ACHD STRUCTURES.ALL MATERIAL NOT SUITABLE FOR USE ON-SITE SHALL BE DISPOSED OF in writing by the City. Any proposed revision to these plans must 14. COORDINATE REMOVAL/ABANDONMENT OF EXISTING WATER&FIRE SERVICES, METER,AND/OR FDC WITH CITY OF RIGHT-OF-WAY(INCLUDING ALLEY)WITH SITE GRADING PLANS, SHEETS C3.1 &C3.2. REPAIR STREET UTILITY SERVICE OFF-SITE AT AN APPROVED LOCATION.ALSO REFER TO THE PROJECT GEOTECHNICAL be submitted for review and compliance with the Meridian City MERIDIAN. CONTRACTOR MAY USE EXISTING METERED WATER SERVICES DURING CONSTRUCTION. SCHEDULING OF CUTS PER ACHD STANDARDS. SEE ACHD NOTES 3& 12 ON SHEET C0.1. REPORT. Standards and Specifications before said revision is constructed. SERVICES TO BE MODIFIED SHALL BE COORDINATED WITH AFFECTED BUSINESSES. SEE DEMOLITION NOTE 7 THIS SHEET. 27. COORDINATE REMOVAL OF EXISTING PAVEMENT STRIPING WITH STRIPING&SIGNAGE PLAN, SHEET C5.0. 7. PER CITY OF MERIDIAN STANDARDS, UNUSED WATER SERVICE LINES SHALL BE �ONAC ABANDONED AT THE MAIN BY CLOSING THE CORPORATION STOP, REMOVING THE Name Date G+ o_ 15. REMOVE EXISTING 8"GRAVITY IRRIGATION LINE&STRUCTURES. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING 28. PROTECT EXISTING TREE,TREE GRATE,AND IRRIGATION VALVE BOX TO REMAIN. AT CONTRACTOR'S DISCRETION,TREEp�SERVICE LINE,AND INSTALLING A CAP OR COPPER DISK AT THE BACK OF THE FITTING. �ISTF9� " SYSTEM WITH GRAVITY IRRIGATION PLAN,SHEET C4.4. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER GRATE&FRAME MAY BE REMOVED DURING CONSTRUCTION AS NECESSARY AND REINSTALLED FOLLOWING 4 N MASTER(JIM MARSTON)AT 208-830-8195 AS NECESSARY. CONSTRUCTION ACTIVITIES. REFER TO LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. UNUSED EXISTING VALVES AND BLOW OFFS SHALL BE REMOVED AND INSTALL BLIND n C A 16. REMOVE EXISTING SIDEWALK FURNITURE(TRASH CAN, BENCH, BIKE RACKS), RE-INSTALL AT LOCATIONS SPECIFIED ON 29. PROTECT EXISTING WATER SERVICE&METER(TO BE USED FOR SITE IRRIGATION),SEE SHEET C4.2. FLANGES WHERE APPROPRIATE. G V `'1' 8. IT IS ANTICIPATED THAT THE EXISTING CITY STANDARD PAVERS TO BE SALVAGED CAN LANDSCAPE PLANS, SALVAGE UNUSED FURNITURE TO CITY OF MERIDIAN. SUPPLY ALL OF THE PAVERS NEEDED TO BE INSTALLED ON THIS PROJECT. l P OF 6/14/19 I 0 ° E O ° o KE 0 °� ° pRNEWAY ® DRIVEWAY pRNEWA E ® ® BIKE ® i DRIVEWAY T ❑E O❑ s0 ° - N - SD SDN SD ������������������h����������������������������������������������������������J������������������������������������������������������������������������������������������������������F i����������������������������������������������������������������ry�����������������������������������������������d���������������������������������������������������,........ �i QD 81S I I SEE SEWER PLAN SHEETC4.1 +�� ����������� ������������������* - OD 26 REGARDING PAVEMENT REPAIR WIDTH 411 NF 1 = 1 = = SAWCUT LINE FOR = = C1 N o i _ _ = 26 NEW UTILITY SERVICE i = _ i i 7 _0 27 E . IDAHO A V E N U E _ _ SAWCUT LINE FOR NEW UTILITY SERVICES 26 = _ i 27 i L ...... _ .` = ASPHALT - - C o 0 = 22 _ 26 SAWCUT LINE 26 C&G TO REMAIN ��.` _ 26 SAWCUT LINE - o N cli 's w s gwv' s"w 1 s•'w s" 8"w w M - 1 ASPHALT SAWCUT LINE 26 a^ T i AY 19 i T B`i E� Y - - = O ° O OT1 - �( 16 16 i DRIVEW 7 7 14 ' 16 7 16 14 7 7 19 7 pRIVEWA = = = J W � 7 I 16 I 28 _ - _ � F�Y^/i rrr,�rr rrr rrr,r i-t-Poo-M IRAN, �A IN 1 r VVV_rrrrI�� ' 1 Trrr"-rsy .M 1 �.. i PI�P1 i I l rr+++++++�P.11"I 1 rttt7-rrr, rrri rr+y i i444h i�rrrrrrar III I++�� ��Fr�i.l.r� W Q W � > - ° I L.0 Q N 18 d� I CONTRACTOR TO SALVAGE EXISTING Q 0 0 18 d°� I UNCUT NON-CITY-STANDARD PAVERS TO d ���� -� CITY, CUT PAVERS TO BE DISPOSED CNLJJ - oQ Do N � B ci I �' r n ._ UJ C&G TO REMAIN 26 - ❑ I7777 Z3 co r _ Phase 1 21 - I � co Demolition P/L - - - W 06 B 0 W a) G G � � W N )EGATE 3 - d°� Phase 1 26 = a����� N d °l Demolition X GI CO o - Q 26 I T N ° ASPHALT I ASP�RETE GRAVEL o I E _ b CONCRETE I CON i 0 z O I ° 18 a '21, _ FM Phase 1 ��o� E M NOTE. Timing of Phase 2 Demolition areas to ��Q c� ° Q o 18 B be coordinated with construction schedule Demolition CONTRACTOR TO SALVAGE EXISTING °� d d° I °� G UNCUT NON-CITY-STANDARD PAVERS TO 0 �, Cn 4 0U. - I - 10 �0�� CITY, CUT PAVERS TO BE DISPOSED Q � N � � 13 13 � I � PHASE 2 DEMOLITION LIMITS, TYP � O ABANDON IN PLACE 15 EAST OF THIS POINT IRR I o p 5,p Dig ❑ _ z = Piv _ 15 REMOVE ® _ 10 10 ASPHALT 15 GI _ R/W - - - R /w - - R/w SS _ 26 SAWCUT LINE 16 LL1 10 - I T V TV TV TV TV TV TV I 12 _ 3 = I ---- ------------------------------ 8T 12 8"s 8"s 8"s $' © OO 8"s 8"S Z N _ ` 15 G ................ G 12 I G G G - Q O Y F/O F/O 7/0 n /D �� I I I I l I I ������������IIIIIIIIIIIIIII 11111111I _,' AS TE I I DRI C' �EWA T T T ------ -- i-- 11 ----------->°OgE----- ------- - --1-I ♦, _ 5 HA� DPI pSSP �� GI 8..G1 UGP UGP= ++++ )**.Ia I RIW , OWyQYJ.ij RIW' ' _ 1RAN1 I�IJ.L1 1����� L��I RJW I������ ��I&U I L. , /W $$-'GI R/W- _ M�FI � M-Fi fl C IDAHO T T 4 �� - I T i -- --- i = W ASPHALT SAWCUT LINE 26 3 _ E LATE _ 12 LJ_J SYRINGA NETWORKS 12 POWER _ �05 12 4 15 (i i ' I 12 � ❑ = O C = I 15 = I 12 _ G TR O CENTURYLINK PHONE 3 INTERMOUNTAIN GAS 3 O _ 25 = I HALT -� V _ MON SIGN Od O I o I ASPrRETE % I I I 12 z N ~ o 19 I 15 STAIR ASPHALT SAWCUT LINE 26 = j -" CONTRACTOR TO SALVAGE EXISTING ______ S UNCUT CITY-STANDARD PAVERS, - STORE AT CITY-DESIGNATED G _ ; LOCATION, AND REINSTALL AT - LOCATIONS SHOWN ON SITE PLAN COPYRIGHT ©2019 Lindgren:Labrie °�o Phase 1 12 ; (SEE DEMOLITION NOTE 8) Architecture, PLLC Any use, reproduction I- �� a I _ I or modification of the documents or the eva a = d 8 P/L Demolition P/L 7 information contained herein without the °� _ OQ ' ® GI 26 C&G TO REMAIN prior written permission of N I STORM\N EER i ETHRU - i 0 15 Y _ Lindgren:LabrieArchitecture, PLLC ~'' SWA i DRN 0 I violates the Copyright laws of the United = i States and will subject the violator to o ASPHALT = 21 j ASPHALT legal prosecution. CONCRETE _ j CONCRETE d 6 d = - C7 _ I 15 DRAWING SET ISSUED FOR 16 CITY PERMIT SET N o zr o = 21 = 7 PHASE 2 PIV - F I = N ATM FDCo F pRIVW 7 29 7 12 16 T DEMOLITION O _ 23 GI Q ® 1 M I � R T ® RIW © ® 0 /W ® R - - 6 I /©� /w 15 2 7 14 16 7 7 PLAN - ' 8"GI 8" I 8 GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI = 8"GI- ® T DRAWING SHEET REVISIONS = o r- ----A� ATER�iPFE -------- -- -----------r-------------------------------- ----------- 4 -----ABANDONEf�Cr'iAFA�ER N�IE------ -------- ----- --- --- - - - - 1-6 -- ----- ©-� - - -- --�8 A DATE REMARKS --�--- -- - ----- - - - --- --- - I 6 I '-WA-TER-EI-NE----- I 06 000 - o"w C&G TO REMAIN 26 i I iv 10"W 10"W 10"Wi I0"W = =1 10"W Iu w = 8,10W 10"W 10"W 10"W 1 AQUASHIELD O * T = = G 1 CONCRETE o I I I I VALLEY GUTTER 26 _ 1 10, 00 O 10"W 1 I I 1 v 18"S T _ 18"S O i _ } � 18"S - 18„ - I U I I 18"S -1 SS _ 1 18"S O 18"S E . B R O A D W A Y A V E N U E I I I SAWCUT LINE FOR Z 1s"S OO 1s"s I 1 I NEW UTILITY SERVICE 26 SAWCUT LINE FOR NEW UTILITY SERVICE 26 1 18"S 18"S 0 I I I I I I I I 8'c o O O❑ O US..56 O 15"Sp 15"SD - 15"Sp 15"SD I I I -15"SD rt- O 15"SD 1 "SD O 15"SD 15"SD w I I I I I 4 1 1 1 1 CID DRAWN BY: BEA yy 1 O Z I ° 1 1 1 Y M 1 GI CHECKED BY: JER < 1 N 0 1 �LL 1 1 I pRNE 1 W 15"GI DATE: 14 J U N E 2019 LL ACHD NOTES CONTRACTOR TO SALVAGE EXISTING UNCUT SCALE: AS NOTED N 1 . ALL EXCAVATIONS WITHIN ACHD RIGHT-OF-WAY PERFORMED DURING DEMOLITION PHASE 2 DEMOLITION PLAN ACTIVITIES AND/OR CONSTRUCTION OF SITE, UTILITY, AND BUILDING IMPROVEMENTS SHALL CITY-STANDARD PAVERS, STORE AT JOB NO. R171127 BE EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC CITY-DESIGNATED LOCATION, AND REINSTALL SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA AND A COPY OF COMPACTION 20 0 20 40 AT LOCATIONS SHOWN ON SITE PLAN w TESTING TO ACHD TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR (SEE DEMOLITION NOTE 8) C1 02 a ENGINEERED FILL PER ISPWC SPECIFICATIONS. RENNISIMIN ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 I IDIAN* APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date �,g10NAC V'V a�o� ,sTFAF 264 rF OF I'D ., T At APP �0 I 5/6/19 T � T 0% 0 IIN KE BIKE N L J_ J_ J_ L _L J L J Co Refer to Sheet C5.0 for striping E . I D A H 0 AVENUE o0 dimensions & details o CZ ------------------------ co Lui r R4 r T 1 ■ -L 1 i R15'@ TBC I-- - - --- - - -- - ------------ - I -, MM I I W I I ' ' O o O ■ � 0 I T --------- 0 -_-- - ----- - - UJ RNV - - ... - r :RNV �� R/W _ Q 5-WIR R2 R2 5 WIDE LI U) I � 0 � o I co TYP NEW MIXED USE BUILDING 11 B11 odaho w v) � co mco I - `r '; ±0.64',TYP P/L � ■ � 106 4.5'-WIDE 4.5'-WIDE 4.5'-WIDE ` LLILU N I IFEEM/m. ' }'n I ' I ifl I I w V) I rn rn 5.9'X19' J BUILDING TO REMAINco 4- XJ 8.50 J J ±11.6' --- --- 9.00' 8.50' 8.75' 8.75' 8.50' 9.25' ¢ � ' 1 9.25' 9.25' 8.00' 9.25' 9.25' 8.50' 4�; _ N CO I l z :........................................................................................................................................................................................................................ .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. . o o � 26, - I` I N , 26' 72'(8 STALLS @ 9',TYP) TYP N Q R1' I o,0000 17CC 1 N TRASH ENCLOSURE,TYP OF 2 _...... rn L0 (12'x 18' INSIDE DIMENSIONS) _o_ to 1 Q o : (50'CLEAR BACKING DISTANCE) z 0 /777 - Cl! . Cn °O °o co M O�IU o UJ - I L 0 0 R9.5 @TBC � --- _ _ Q(�g z 1 j w 6.4'-WIDE R3.T; R3.T 6.4'WIDE o X 1 2� ca w i - R/W _ - R/W cl' �R2' aR/ R/W R/W 00000a Q I 9.75 - 11.00' 9.00' 9.75' ,-" 25.00',_ 72'(8 STALLS @ 9',TYP) 9.75, I~ TYP �i 24,TYP 9.00 9.75 8.00 �, 9.00' 10.75' 10.75' a i ACHD ALLEY ----------------------------- ----- i I r - - 132.50' - �W N ,o I a I - I ------- � - --- R/w , R"w, I -TT�Tr,-TT,•,•=t; +- ,-, TT�;TT �l ,-�TTTTT,-T+-,T=,-- ,- TTT=1/ �i�T�Tt, ,T,,-,-,�1 ,Tr ,T�,•,•,-tt, -tT�T,�' TT,TTTTT�, / )tT�Tt TT, ' ' /vY, PROPOSED 4.00 ACHD EASEMENT' , - - I I i I PROPOSED�4.25 ACHD EASEMENTi'; I L1J �(1.J.iil�/ �11.1.i LL/��11.ii`LL�11.i 'LL�11.iii L/�'111.iiL�W i �J.J.iil�/1f1.ii Ll�/ fJ.i 1�1.ii LL�1�1.ii Lfr111.i1-Lfr�fl.f.LLf�lf l.iiLLilfl.iiL 11.i �L L�1111i L1��1111�1-L1��11ji LL I RT R3 Ll O I o0000 IL I i I o0000 _ _ O i R28' 00 >_ 8 N a1 _ co C14 - 0 O% +i j 5,25'-WIDE r R3' R3' R3' I � I 1 R3' 000000 000000 PAVEMENT SAWCUT LINE,TYP i 45'(5 STALLS @ 9',TYP) 12.5'--� ~ 8.25'-WIDE 713 N. Main alvast ;:;IP I I pap6M No. G374002g0030 ,2s' O 8.50' 9.25' 9.25' 9.00' L....... �{ 9.25 9.25 8.50 9.75 LOT LINE TO BE VACATED I 1 9.00 R C COPYRIGHT @ 2019 Lindgren:Labrie 3' 5'-WIDE ��� w o LMN Architecture, PLLC Any use, reproduction ' or modification of the documents or the information contained herein without the CD prior written permission of l ? Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United I � 6.25'-WIDE 4.5-WIDE 770�3 K. �ao� ��7C�C�[� ........ I y - -- p�PC�C�O No. R77,400022--, States and will subject the violator to I I F legal prosecution. ;.,.1 BUILDING TO REMAIN I v, �19,TYP I � - -i .TYP.. DRAWING SET ISSUED FOR -O NEW MIXED USE BUILDING "A" EXISTING ACHD SIDEWALK EASEMENT#1 CITY PERMIT SET l TO REMAIN (INST.#104079887) EXISTING ACHD SIDEWALK EASEMENT#2 24.4',jTYP I o�0 1 TO REMAIN(INST.#104079887) Q I O i R2� EXISTING ACHD SIDEWALK EASEMENT#4 TO BE VACATED INST.#104079887) V n F I a +8.2 O I 10.9-WIDE �d 1 CIVIL SITE/ I . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DIMENSION PLAN F , I o PATIO CAFE a Ico R15' - ---------- 6 DRAWING SHEET REVISIONS EXISTING ACHD SIDEWALK EASEMENT#3 TO REMAIN (INST.#104079887) Q DATE REMARKS o .......................................................................... --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - o0 0 RADIUS AT FACE OF CURB UNLESS NOTED OTHERWISE,TYP PROPOSED ACHD PERMANENT EASEMENT(SIDEWALK) PROPOSED PATIO CAFE VIA o0 0 cli ACHD LICENSE AGREEMENT o a I 0 0 m Z E . BROADWAY AVENUE o 0 w 0 0 0 W I W I 0 r T 1 DRAWN BY: BEA 0 Z CHECKED BY: .JER a Z DATE: 6 MAY 2019 LL � SCALE. AS NOTED CIVIL SITE/DIMENSION PLAN I o JOB NO. R171127 20 0 20 40 w W C200 0 a SDCB-B2 SGT-B2 ��- INSTALL OLDCASTLE PRECAST 30"CATCH BASIN FINISHED GROUND SURFACE PROFILE AT PIPE r EXISTING GROUND SURFACE PROFILE AT PIPE INSTALL 1,000 GALLON OLDCASTLE PRECAST SAND& WITH 24"GRATED COVER --2608 2608 GREASE TRAP(ITEM#1240100)(SEE SHEET C3.3) _� RIM=2606.21 SGT-B1 - _______ NO SUBSTITUTIONS W/O DESIGN ENGINEER APPROVAL • INV IN(W) 2603. 008((1 • INV IN(N)=2603 (1 2"ADS N-12)PVC TO ROOF DRAIN POC) INSTALL 1,000 GALLON OLDCASTLE PRECAST SAND& - -- • 100-YR FLOW RATE,Q=<2.51 cfs = 240100)(SEE SHEET C3.1)GREASE TRAP(ITEM#1 • INV IN(E)=2603.33(6"PVC FROM SDCB-B3) NO SUBSTITUTIONS W#1 DESIGN ENGINEER APPROVAL • RIM(W)(GRATED)=2606.53, RIM(E)(SOLID)=2606.72 • INV OUT(S)=2603.08(12"ADS N-12) • TOP OF BAFFLE=2502.36 SDCB-C1 100-YR FLOW RATE, Q=<2.51 cfs INSTALL INLET CATCH BASIN TYPE 1 PER 2606 RIM (S)(SOLID)=2607.89, RIM(N) (SOLID)=2607.75 2606 INV OUT(S)=2501.61 (PERF 18"ADS N-12) R E N N I S O N ENGINEERING ISPWC SD-601 (ACHD SUPPLEMENT) 0INV IN (W)=2602.46(12"ADS N-12) • Q25=0.67 cfs,Q100=0.94 cfs I INV IN (S)=2602.46(12"PVC SDR-35 FROM SDCB-B5) SEEPAGE BED"B" PO Box 100 I Eagle, Idaho 836 16 P: 208-938-2440 • TVBC @ RIM =2606.08, RIM=2605.60 • TOP OF BAFFLE=2502.36 INSTALL PRIVATE SEEPAGE BED PER 2017 ACHD STORMWATER „ 600 0 0 C`r j GUIDELINES STANDARD DRAWING BMP 20(SEE SHEET C3.3) • INV OUT(N)=2603.35(12"PVC C900) INV OUT(N)=2501.61 (18 PERF ADS N-12) 0 0 0 0 0�00(>000(_0 0DRAIN ROCK100-YRSTORM EVENTVOLUME,V100=3,359CF(+25%=4,199 CF) E IDIAN*2604 u_00c I 2604 _ C�(f APPROVED FOR • SEEPAGE BED PLAN DIMENSIONS-18 W x 76 L (REQUIRES PRODUCT SUBMITTAL) I DA H O NSTALL2INLET CATCH BASIN TYPE 1 PER 62 LF 12"SD @ 0.40% 26 LF 12"SD I • TOP OF DRAIN ROCK=2605.00 CONSTRUCTION ISPWC SD-601 ACHD SUPPLEMENT 0.40% ° • BOTTOM OF DRAIN ROCK=2599.00 • Q25-0.12 cfs,Q100-0.17 cfs ) @ 129 LF 12"SD @ 0.40/o I 1 These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E - - ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° BOTTOM OF 18"DEPTH ASTM C33 SAND=2597.50 compliance with Meridian City Standards and Specifications. • NBC@RIM-2606.13, RIM-2605.65 I 1 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 1 • SEASONAL HIGH GROUNDWATER=±2589.8(>18'BGS),CONTRACTOR This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE • INV OUT(NE)=2602.84(12"PVC C900) SDCB-B1 I ° ° ° ° ° ° 1 2602 SDCB-B4 I ° 1 2602 SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS of the responsibility to design and/or construct those facilities INSTALL "GRATED OLDCASTLE PRECAST 30"CATCH BASIN 79 LF 18"SD(PERF)@ 0.00% ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION in .compliance with all current applicable federal, state and local SDMH-C1 WITH 24"GRATED COVER INSTALL OLDCASTLE PRECAST 30"CATCH BASIN I 1 laws, rules regulations, ordinances, development agreements, INSTALL STANDARD CONCRETE CATCH MANHOLE RIM=2606.21 WITH 24"SOLID COVER • DESIGN INFILTRATION RATE=8"/hr(ACHD INSPECTOR TO VERIFY I specifications, orders or approvals, all of which the City retains RIM=2607.43 INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED) PER ISPWC SD 611 (ACHD SUPPLEMENT) • INV IN (W)=2603.58(6"PVC TO ROOF DRAIN POC) • I I the right to enforce. Inconsistencies not noted by City staff shall • RIM=±2605.82 • INV OUT E =2603.33 12"ADS N-12 • INV IN (NE)=2602.98(12"ADS N-12) I J4 O ( ) I � not be construed as approved unless specifically addressed • INV IN SW =2602.73 12"PVC C900 INV OUT(E)=2602.98(12 ADS N-12) I DRAIN ROCK 0 o SDCB-B3 ( ) ( ) 2600 I o°0 2600 in writing by the City. Any proposed revision to these plans must • INV IN (E)=2602.73(12"PVC C900) TOP OF POORLY GRADED (REQUIRES PRODUCT SUBMITTAL) o 0 0 INSTALL OLDCASTLE PRECAST 30"CATCH BASIN WITH 24"GRATED COVER be submitted for review and compliance with the Meridian City • EX INV OUT(N)= MA±2600.63(12"PVC) GRAVEL WITH SAND=±2598.8 i '0°0 0004 • RIM=2606.21 Standards and Specifications before said revision is constructed. 0 2 4 0 20 40 i .000 00 000 INV IN(E)=2603.95(6"PVC TO ROOF DRAIN POC) ONA( INSTALL STANDARD CONCRETE CATCH MANHOLE �`4_9 �`4 r _ _ • INV OUT(W)=2603.95(6"PVC) Name Date 0� GISTE.9, % VERTICAL SCALE HORIZONTAL SCALE o 0 18"DEPTH ASTM C33 SANDF-4-7-4- SDCB-65 4PER ISPWC 60 611 (ACHD SUPPLEMENT) 2598 STORM DRAIN PROFILE o o I 25s8 INSTALL INLET CATCH BASIN TYPE III 2 64 • RIM=2606.46 � _ _ _ _ _ _ PER ISPWC SD-603(ACHD SUPPLEMENTAL) • INV IN (S)=2603.20(12"PVC C900) • INV OUT(W)=2603.20(12" PVC C900) , • Q25=0.13 cfs,Q100=0.18 cfs • RIM=2608.38 lF OF %'D 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 INV OUT(N)=±2605.28(12"PVC SDR-35) yq/y APp�-�0 NOTE:ADJUST PIPE INVERT AS NECESSARY TO AVOID EX UTILITIES 6/14/19 I I o T E o ® O ® ^� E W E KE 0 O E O B� 0 T o EXISTING S&G TRAP, RIMS=2605.55 N -------- ---- __ a O 'O INVOUT(W)=±2599.65 ---------------- ----------- --------------------------------------rt----------------------- -----------------------------+- �� -------------------------- ---------------------------------- O ----- ----------J I O $,S PER RECORD DRAWINGS) �- �- -� co I B S O 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S O 8"S 1 0 -------- ------------------� O EXISTING 12"PVC @±3.6% O I I I I I I I (PER RECORD DRAWINGS) I r -------------T------------------ ---------------------------T ----- r --- --------------- ------ ---------------------�-1-1-rll------------------------------ ------------------------- 47 LF 12"SD @ 1.00/o � I 3 I y Oo O CU IN I E . IDAHO AVENUE � � � � N 11 LF 12"SD @ 1.00%(PVC C900) ° SDMH-C1 (PVC C900) ---io--- SDMH C2 j �' `° j 12' 15 LF 12"SD @ 1.00%(PVC C900) 8"W "W / - - ! SEE CITY OF MERIDIAN WATER NOTE#3 ON SHEET C0.1 FOR POTABLE NON-POTABLE MAIN I SERVICE OR SERVICE I SERVICE INTERFERENCES I I _0 SDCB-C2 I // i I I ■ 1 ' L ----- I I I ❑E M -5L a 1 io v --- ----- ----- 1 I W 8 VVF 8"W r8'•W 8" 8"W •W W ` 1 -- - I - _ BUILDING FOUNDATION PER ros - - N N O DCB-C1 O OO O i._. ,,,�maxx 1 ;L -- .-... 0 W 0 W T STRUCTURAL DRAWINGS, TYP - . -..- -- R/W R/W BORING#B-2 w Q E cliI \ , 8' NEW MIXED USE BUILDING -- - -- -26 .8(7. S) 0 1 EX TOP OF ASPHALT 07 O ��'�� TOP OF SILTY SAND + 600 0'BG O -..- ....-�. 6-INCH FLOOR STEP F, (5 r, r TOP OF POORLY GRADED GRAVEL WITH SAND=±2598.8 N LL 'SEE STRUCTURAL DRAWINGS t:��; SEASONAL HIGH GROUNDWATER=±2589.8(>18'BGS) w °° -- - :FIE 2606.82 - FFE 2607.32 _ F SGT-62 T C1q V J w 4"PVC INV POC=2604.82 6"PVC INV POC=2605.32, r. b�, , EX TOP OF ASPHALT=±2608.9 C: D Ce) I COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS lb b a.� TOP OF POORLY GRADED GRAVEL WITH CLAY&SAND=±2597.8(11.1'BGS) I C'M -- - - - -- r Qdb f� __ .9(> 8'B S) ■ 06 - - -- - -- - -- �, d _ � \04\� + 5 Q O 1 G G a .� ��SEEPAGE BE N )ELATE � � �� ca�Q�o� i. � i ° L SEE STRUCTURAL DRAWINGS � o�� FFE 2606.32 ; TOP OF FOOTING-2604.32, TOP OF FOOTING-2605.32, i r a'Q' (f� 45 y-' BORING#B-2 T,p CONFIRM WITH FOUNDATION PLANS �'O CONFIRM WITH FOUNDATION PLANS r: .�,a w a ' -- ��� - s ° a b 1 BUILDING TO REMAIN N r 6"PVC INV @ POC=2604.82, Sd' st 45 �'°\�' tF l E -(a COORDINATE WITH PLUMBING PLANS �� I; ;� cQ ao '� _ 45; I F; � PROPOSED 22' x 109' ACHD PERPETUAL STORM d _ TOP OF FOOTING=2604.32, °-p 0 G G a ub WATER DRAINAGE EASEMENT (NON-EXCLUSIVE) M ° E - -- -- -- -- -- - �Q�d�o, 'Q�c3,, ' � co E ; , 45° SDCB-B1 62 LF 12"SD @ 0.40% SDCB-B2 I 62 LF 6"SD @ 1.00% SDCB-B3 26 LF 6"SD - I\ � O 1 ------------------------- cn-----� 5.27% F. o b a o Q MONITORING WELL,TYP OF 3 SEE SEEPAGE BED PER 2017 ACHD STORMWATER N GUIDELINES STANDARD DRAWING BMP 20(SEE SHEET C3.3)& M ISPWC SD-627(ACHD SUPPLEMENTAL) Q G - -- - BORING #B-1- O I� - F.�; 0°a� F-- `" Q 1+o0 129 LF 12"SD 0.40% 2+00 r;, ;, Y 0 W SGT-B1`. j I 0 E W SDCB-B4 � CONTRACTOR SHALL NOTIFY PROJECT CIVIL I I ENGINEER OF ANY DISCREPANCY BETWEEN THE 1 r;;.;;.;; r QC�g° ❑ _ Z o� Q W ' FOUNDATION,PLUMBING,&DRAINAGE PLANS I ' Q I - - R/VV R/W ` ----------- --- --------t -------------- _ aR/W o IRV R/W 1 ., T T T g"S oI 8"S 1 E TV 'r TV TV TV TV �� + �""' e //ON/ I /-� I T v, N O I B..S G T T T R"s T 8 S G S G 8 G G ILL-- -------- 8 S 8"S O 8"S Z 0 -- - 8•'GI T - -- --------------------------� �0 F........... ------------------------------------------. 1 J G 1 C' T T SDCB-B5 - ----- O E � JT -- ------- JT HH i iINI 8"GI 8"GI 8 I 8"GI GI 8"GI UGP UGP R/W - - �I_ R/W--- - - R/W------ = a - J--------- --------- B••GI °oi ------- H/VV ------ ------ KIVY------ -- ---- KIW-----T T - rtiiW--T-- - - - I#/W - - �� R/W - I ---- I W I , UJI = O ACHD ALLEY MON SIGN TJ o I BORING#B-3 - -- Q I Z E ' (9 I RM L � SEEPAGE BED "A" - ... - O O O O O 9 9 O 77 O` O 00 r--- - N INSTALL 6-INCH TRAFFIC RATED CLEAN-OUT WITH CONCRETE 60 '' o -------�i------- COLLAR SIMILAR TO ISPWC SD-506(SEE SHEET C0.2) 90° 6" R G LL O I -- �04 LF 6"SD @ 2.35/o r------22 5 22.5 ' 6.. _ 90° i . .'':.. 0 O °�___ EX SUBSURFACE STORMWATER DISPOSAL SYSTEM, 6°PVC INV @ POC=2607.44, COORDINATE WITH PLUMBING PLANS M SEE DEMOLITION PLANS o I COPYRIGHT @ 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction tQ I - -- or modification of the documents or the c� o O information contained herein without the a prior written permission of I i Lindgren:Labrie Architecture, PLLC I ~~ I M I r BUILDING FOUNDATION PER violates the Copyright laws of the United States and will subject the violator to LZ BUILDING TO REMAIN STRUCTURAL DRAWINGS, TYP legal prosecution. FFE 2609.44 DRAWING SET ISSUED FOR EX SUBSURFACE STORMWATER R 6"F - - -- -- CITY PERMIT SET DISPOSAL SYSTEM TO REMAIN ; NEW MIXED USE BUILDING A I t to I OIZZ I O F-H N -- p I 00 PIV I M �" s TM FDCo -- - -- F -- STORM - - GI W W..._. .._... -- :1 O bA a I L -------------- - - DRAINAGE PLAN m R R1W �W OO /w R - - _ - - iiNV;:' z �T T ® ® ® o ® O U O, A " � I O ------------ I - 8 GI 8 8 GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI 3 3 0 -- -- ---- ----------------- lL ----- - - - - - ----- DRAWING REVISIONS DR ------ - - ----- --- - --- ----AR TER-LANE---------------- --- - ------- ----- ---------- - ABAi�1DONEDj6"iflIATER NicE- N-N- -- �- - a�-- - - ' -- - ----- --�4BANDOI�EWATERLINE x AWDATESH T REMARKS N EE S m --- ` Dfr'WATER LINE-- --- N iMii ------------------------------------- .......................... 4 - -I............... o 0 0 3 O,.W I o ,j 10"W 10"W 10"WI 10"W I I " .' I " 10"W 10"W 10"W AQUASHIELD O L-------J SGT-A 10' 10"w _ _ INSTALL 1,000 GALLON OLDCASTLE PRECAST SAND& k LL 0 n ------- U 1s"s 18"s GREASE TRAP(ITEM#1240100)(SEE SHEET C3.3) 0 18"S 18"S 18' 18"S 18"S O 18"S NO SUBSTITUTIONS W/O DESIGN ENGINEER APPROVAL O 18"S O --- O 18"S E B R 0 A DI W A Y AVENUE . RIM (N)(GRATED)RATE,2608 397RIM (S)(SOLID)=2608.62 8•. 18"S 18"S cfs 18"S o I i > O O - O 15"SD 15"SD TOP OF BAFFLE=2504.89 W INV IN (S)=2604.99(6"PVC TO ROOF DRAIN POC) W • INV OUT(E)=2504.14(18"PERF ADS N-12) BEA X DRAWN BY: o yy O N SEEPAGE BED"A" JER Z c� INSTALL PRIVATE SEEPAGE BED PER 2017 ACHD STORMWATER GI CHECKED BY: W N 0 GUIDELINES STANDARD DRAWING BMP 20(SEE SHEET C3.3) 14 J U N E 2019 DATE: W 100-YR STORM EVENT VOLUME,V100= 1,171 (+25%= 1,463 CF) 15"GI LL SEEPAGE BED PLAN DIMENSIONS=6'W x 60'L 0 SCALE: AS NOTED 05 N STORM DRAINAGE PLAN TOP OF DRAIN ROCK=2606.50 ° BOTTOM OF DRAIN ROCK=2598.00 JOB No. R 171127 7 BOTTOM OF 18"DEPTH ASTM C33 SAND=2596.50 • TOP OF POORLY GRADED GRAVEL WITH CLAY&SAND=±2597.8 20 0 20 40 SEASONAL HIGH GROUNDWATER=±2590.9(>18'BGS), CONTRACTOR w • SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER ISC300 ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION o DESIGN INFILTRATION RATE=8"/hr a [:]ACHD ROADWAY KEYNOTES O SITE KEYNOTES GENERAL NOTES 1. SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT(24"MIN FROM CURB/GUTTER)AND REMOVE PAVEMENT PER ACHD STANDARDS, 1. SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT WHERE SHOWN NOT USED 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL MATCH PAVEMENT ELEVATIONS, SEE ISPWC SD-806(ACHD SUPPLEMENTAL)ON SHEET C0.3 REGARDING MINIMUM CROSS-SLOPE, AND REMOVE PAVEMENT, MATCH PAVEMENT ELEVATIONS, MATCH DETAIL_ E)N SHEET G9 ^ THIS SHEET DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL SEE ACHD NOTES 3&4 ON SHEET C0.1 REGARDING SAWCUTS&PAVEMENT SECTIONS. EXISTING PAVEMENT SECTION OR SECTION PER SITE KEYNOTE 2 OR 3 11. INSTALL 6-FT PRECAST CONCRETE WHEEL STOP,OLDCASTLE ITEM RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 2. UTILITY TRENCH REPAIR PER ISPWC SD-301 &SD-303(ACHD SUPPLEMENTAL)ON SHEET C0.2&ISPWC SD-806(ACHD (AS APPLICABLE),WHICHEVER IS GREATER. #1801050 OR EQUAL, INSTALL PER MANUFACTURER'S UNDERGROUND UTILITIES. SUPPLEMENTAL)ON SHEET C0.3. SEE ACHD NOTES 3&4 ON SHEET C0.1 REGARDING SAWCUTS&PAVEMENT SECTIONS. SEE 2. INSTALL NEW LIGHT-DUTY ASPHALT CONCRETE PAVEMENT SECTION RECOMMENDATIONS. 2. SEE EARTHWORK&GRADING NOTES ON SHEET CO.1. GENERAL NOTE 4 THIS SHEET. PER DETAIL 1 ON SHEET C0.4 AND RECOMMENDATIONS LISTED IN 12. INSTALL ACCESSIBLE PEDESTRIAN RAMP-TYPE 1 PER DETAIL 7 ON 3. SEE CITY OF MERIDIAN STANDARD NOTES ON SHEET C0.1. 3. INSTALL NEW ASPHALT CONCRETE PAVEMENT SECTION AS APPLICABLE PER ACHD NOTE 3 ON SHEET C0.1 WITHIN MERIDIAN ROAD, PROJECT GEOTECHNICAL ENGINEERING REPORT. SHEET C0.4, DIMENSIONS PER SITE PLAN ON SHEET C2.0. 4. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. CONTRACTOR SHALL ADJUST WIDTH AS R E N N I S O N ENGINEERING MAIN STREET, BROADWAY AVENUE, IDAHO AVENUE,AND ALLEY(ACHD RIGHTS-OF-WAY). 3. INSTALL NEW HEAVY-DUTY ASPHALT CONCRETE PAVEMENT SECTION 13. INSTALL ACCESSIBLE PEDESTRIAN RAMP-TYPE 2 PER DETAIL 8 ON NECESSARY TO INSTALL UTILITIES. NOT USED PER DETAIL 2 ON SHEET C0.4 AND RECOMMENDATIONS LISTED IN SHEET C0.4. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 THIS SHEET PROJECT GEOTECHNICAL ENGINEERING REPORT. GRADING LEGEND 5. INSTALL 6"REVERSE PAN VERTICAL CURB AND GUTTER PER ISPWC SD-701 R(ACHD SUPPLEMENTAL). 14. SLOPE WITHIN ACCESSIBLE PARKING STALL AND UNLOADING ZONE PEDESTRIAN RAMP TYPE"A" 4. INSTALL RIGID CONCRETE PAVEMENT PER DETAIL 3 ON SHEET C0.4 AND SHALL NOT EXCEED 2% IN ANY DIRECTION. INSTALL ACCESSIBLE 7. INSTALL PEDESTRIAN 6. INSTALL 4'-WIDTH VALLEY GUTTER PER ISPWC SD-708(ACHD SUPPLEMENTAL). RECOMMENDATIONS LISTED IN PROJECT GEOTECHNICAL ENGINEERING SIGNAGE PER ARCHITECTURAL DRAWINGS. EXISTING PROPOSED �g IDIAN� A P P ROVED FO R PER ISPWC SD-712A(ACHD SUPPLEMENTAL), INSTALL TACTILE WARNING SURFACE(TWS)FOR REPORT. 15. TRASH ENCLOSURE PER ARCHITECTURAL DRAWINGS, 12'DEEP x 18' - - - - - - - - - - - - - PAVEMENT SURFACE GRADE BREAK I DAH O PEDESTRIAN ACCESS PER ISPWC SD-712 ACHD SUPPLEMENTAL). 5. INSTALL 6"VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD WIDE INSIDE CLEAR DIMENSIONS. CONSTRUCTION 8. INSTALL MANHOLE COLLAR PER ISPWC SD-616(ACHD SUPPLEMENTAL)OR VALVE BOX CONCRETE COLLAR PER ISPWC SD-406,AS SUPPLEMENTAL). poaoao6o-7o77o7oaoao777,77 �o-"1 APPLICABLE. 16. TREE GRATES,SITE FURNITURE,TREES, ETC. PER LANDSCAPE p 0000 0 0 0 0 0 0 0 0 0 0 of STORM DRAINAGE SEEPAGE BED These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E 6. INSTALL 6"REVERSE PAN VERTICAL CURB AND GUTTER PER ISPWC b°0°0°0°0°0°0°0°0°0°0°0°0°01 9. INSTALL CONCRETE SIDEWALK PER ISPWC SD 709 ACHD SUPPLEMENTAL &PER CITY OF MERIDIAN STANDARDS, INCLUDING DRAWINGS. 0 0 0 0 0 0 0 0 0 0 0 0 0 compliance with Meridian City Standards and Specifications. ( ) SD-701R ACHD SUPPLEMENTAL). L- -°--°-�S=s��- - -°--°-s�S� ( ) This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE PAVERS.SEE LANDSCAPE PLAN FOR FURTHER DETAILS. ACCESSIBLE PORTION OF SIDEWALK AS IDENTIFIED ON PLAN SHALL HAVE 17. ACCESSIBLE RAMP PER ARCHITECTURAL DRAWINGS. ° of the responsibility to design and/or construct those facilities 7. INSTALL 3'-WIDTH VALLEY GUTTER PER DETAIL 6 ON SHEET C0.4. _ 1.39 1.3/ p Y 9 1.50%CROSS-SLOPE(NOT TO EXCEED 2.00%). SLOPE BETWEEN EXISTING CURB&GUTTER AND SIDEWALK GRADE BREAK SHOWN 18. FENCING/HAND RAILING PER ARCHITECTURAL DRAWINGS. - �� GRADE&DIRECTION OF FLOW in compliance with all current applicable federal, state and local MAY EXCEED 2.00%AS NECESSARY. 8. INSTALL MANHOLE COLLAR PER ISPWC SD-616(ACHD SUPPLEMENTAL). 19. INSTALL REVERSE PAN VERTICAL CURB&GUTTER SIMILAR TO ISPWC laws, rules, regulations, ordinances, development agreements, 10. INSTALL CONCRETE DRIVEWAY APPROACH SIMILAR TO ISPWC SD-710A(ACHD SUPPLEMENTAL),GRADING PER PLAN. 9. INSTALL SITE CONCRETE SIDEWALK PER DETAIL 4 ON SHEET C0.4. SD-701R(ACHD SUPPLEMENTAL),CURB HEIGHT VARIES FROM 65� LIP 6.43 SPOT ELEVATION, specifications, orders or approvals, all of which the City retains STANDARD 6"AT NORTH END TO±13.5"AT SOUTH END,TOP OF CURB X� SEE ABBREVIATIONS the right to enforce. Inconsistencies not noted by City staff shall TO MAINTAIN CONSTANT ELEVATION (FLAT) PER GRADING PLAN. not be construed as approved unless specifically addressed SPOT ELEVATION ABBREVIATIONS in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City BW TOP BACK OF SIDEWALK ELEVATION LIP LIP OF GUTTER ELEVATION Standards and Specifications before said revision is constructed. CLMN COLUMN TA TOP OF ASPHALT PAVEMENT ELEVATION ONA� EP TOP EDGE OF PAVEMENT ELEVATION TBC TOP BACK OF CURB ELEVATION Name Date E FINISHED FLOOR ELEVATION TC TOP OF CONCRETE ELEVATION �O� ��a;ISTF FG FINISHED GRADE ELEVATION GB GRADE BREAK TYP TYPICAL 4 t� 264 rF OF I'D rqM AP 5/6/19P�-�0 ° II l a ° TOP CONCRETE PAD 9.18 �a d ° a LIP 8.13 a q6" LIP 8.13 LIP 8.15 ;° -------; J I- r______ -------- ; , .J r------ - TC 8.24 a ° ° ° TA8.10 P¢b8 g6� LIP I g �Pa68 �PS �P W 514 �, o I LIP MA±8.32 N ° LU LIP 8.27 3 No LIP 8.35 g�5 gg� g05 I M �P g' (P (P �P BW 9.17 /W S R/W RIVN ° R/W - R/W ; o 0 0 0 0 oRIW R/W �- R R/W - R/W - - I I g6 °� �P a� I------------------- L ° ---g-5-- --- ------ ------------ 5 ' EP 9.04 ---sscop ' W TC 9.07 i O TV .\P TV TV TV - TV LIPITC/TA 8.53 0.40% TV �P TA 8.3 LIP 8.70 -- LIP 8.82 ---------- -----------------='--- I-------------------------- i O ❑3 X LIP 8.45 gib � S9� 3 SAP P P I I S T _A T s's SEE S H E ET C3.2 811 s 811S 8 g�6"s o5 -s"s 9 20 " 9 81.5 s"s \� 9 0 ' 8"S T 8„S 8..� 86g 8"S T UU0 G P G G ACHD ALLEY G G G �P �P �P LIP 8.76 �P �� U. -------------------- DCB-B5 9 0.40% �P FL 8.90 1.3% ❑ 'I �P X� G- Is �P 8 (P o ° G 10 10 vl G S 0.40/0 0.40/o I I 6 X 9 5 � � � � � � � � � � � � LIP 8.50 ®-------------------------------- S ------------------7------------------------------- 6 ------------------------------------------------------------------------------------------------------------------- ----------------------------------------------- tt�-----------------... 6 -------------------------------------------------------------------------------��-�--------E--- 9 2----------- LIP 9.03 0l S -TTUGP 2 T 8�6 �� TA MA±8.72 �2 TA8.67 �6 �P �P9 1 IAP 1.50% I �P - 9 ---------- - I P pl S6 p -P8' �F TUGP - UGj' -BPS UGP (PS �Pa ------------------------------------ ---------------------------q5 --------------- ■ - ----- k: - - - - - �8"GI �\ UGP P P tJU JT -JT JT JT LIP 8.76 JT 9 JT JT 7.0 T, JT CC JT L -8"GI 811GI UGP UGP �P - - ----- ----=--- = = = ' - = G 52 = ' ----- 0 = = = = ----------------� 8"GI _81.GI 8•'GI -- I, R/W - - R/W - - R/W - R/W - - �P 9�6 R/W - - �� R/W - - RIW - 9 6 - - G g8� \P 8 �P a. M RIW - - RI1N Rl1q( - - R/1N - I�'�-- 3 R/W ❑3 3 i 5 3 y - ---------------' PP I W T T T T -- LIP 8.88 LIP 8.91 ` < ;--❑ ■ ' r--------- --- ----, El LIP 8.67 TCITA 8.67 TCITA 8.67 0.40% TA/TC 9.17 TAITC 9.17 TA/TC/BW 9.17 z O �P S G Sg9 G$h� �6 5 55 ---------------- ------------- ------------- ------- ------ ------------- ------------ --------- ---------- I I 8 �5 0 S �- ------ --------------- - a N ,A i I I�I a• S• P o 4 ° c I H W X ABG El AP g1 �P �� 0 12° LIP 8.67 2 26 9 a 5� 4 d 5� ° g� 9;0� a o O LIP P9 LIP8.90 �P \ ° P9 �] 0 ° 1P9• a ° a BV� s - \ O i / � X ■ 3 0 15 5 x \ d ❑ t LIP MA±8.44 (n Q Lr, o ILLI O TOP CONCRETE PAD 9.10 - o c O o' 4 0 5 ° IL ° J ° F 1.50°/ 1 9 1 I .. I I.. r o 1.4/o O I O o c� TC 8.73 T ------------ OP CONCRETE PAD 9.41 \ 4 -_o -- 4 ;11, 7.5' E❑ \ o a LIP 8.52 9 5 d ° � I..I BW 8.73 ` LIP 8.83 TYP OF 5 11 0 ° o $62 LIP 8.52 7 0.40% 7 LIP 8.69 --- - -------- -------------- - - - -- \ ° ° w �P 59 •- LLI 12 8 5 I TBC 9.02 13 0°0°°0 � o J 16 g ° ° ° I. r VQ I 0 1.5� I PP LIP 8 73 ° �P M .I . .I 0000000 oo°°°°o vm-i 6 --------v--- ---- ----------- 1.6/o 4 4z ..I 0 0 0 0 0�o ao�0 0 0 0 0 0�0�0�0 0 0 0 0 0�0 0 0 0 0 0 0 0�� A d ^ o WTHM ■ LIP 8.54 ; 1.00% 1.50% LIP 8.51 °o°0°0°0°0°0°0°0°0°0°0°0°0°0°o°0°0°0°00000°0°0°0 °0°0°0°o°oI 2 4 TYP OF 2 11 ° v Q 06 r---------------------- --------------------4------------------yi-i ---U , o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ono 0 0 5 0 0 0 00l \ , Q }, LIP GB 8.71 5s� �rb� s I ; I000000000000°0°0000000000000 0 0 0 0 0 'o 0 00°0°0 '0 0 00000000001 A ° 1 TCGB9.30 O I ; 3 I°°°°°°°°°°0°0°0°0°0°°°0°0°0 11 I� 00000000000000000°0°01 2 ° 6� I �a UJ SEEPAGE BED A ��_o_o_a�����_� TAITC9.17 ° 4, i. \.\P SGT-ABW GB 9.40 +-' ' 8 4 ° ❑ TC 9.42 TC 9.42 U) I I i I I I I °° 3 2 a� 6"RD ��/0 1.00% `� I � �gG SQ�SS� 1 ' TYPEl 4.2% N O rn N ° TC 9.42 1 0 i �- 2 0 0 0 6" D --------- ------------ CO j CURB HEIGHT TAPERS I --------------------- r BW 9.40 I r ____________ _-I ; , LIP 8.18 6.00% 6 LIP GB 9.13 LIP 9.13 2 L TC 9.42 --- G$g2 8�3 Sg� �P 8 O I TOC 9.17 TAITC 9.17 TA/TC 9.17 1 X i TC 9.42 ' �8 T P ti LIP 8.08 TBC�1.160 TBC 9.25 0000000 ; ° °; a TC 9.24 r L 6�'91g IS 2.7% j 12 a a 4 4O _ ° G 8 g5 1 f--- I I L ----- J ' I I ' ' \{l BW GB 9.33 ------ o- - °d ° a Q- ------- a o TC 9.26 BW 9.40 -- ..... 16 LIP 8.15 LIP 8.71 ----- ; 6 9 aO - P/L 4 V L - P/L - 4 P/L -- - - P/L O a 19 y I ; aLa 0 --------t-------- 1.50% 0 20 I ; a °o TYP OF 9 11 a a a o 7,5' • � 4 � w � I I I ; BUILDING FOUNDATION PER C-e ul I ° L W a e a5 STRUCTURAL DRAWINGS, TYP - I ❑M i O TYP OF 5 11 m g, ° ° �� 1 ------ ° r-----------------------------, r---------------------- y--, ----------------- --H a - ��aU Z w c 9 J M 00 milk X\ --1 ---------- m 1 I i X X ; ° TC 9.42 TC 9.42 TC 9.42 TC 9.42 r _ w a 2.5% TA 7.65 I ° I TC 9.42 ❑ ❑ ❑ ❑ ❑ a I �gG 9 W ' COO I I 3.8%,TYP I I I I I a i 18 I I I 86� 1 LIP 8.24 � - 1 \P V FFE 2609 .,441 r ~I1.50% 6 I ° I I O \ -- TYP_ I 'I I , 5 _________ ______________________________________� l_____________________________1 L-----------------------------� _________________________ ' - g 16 0� 66 TC 9.42 5� I I 3.5% I 0 LIP 8.08 x i �gG 9\P S BW 9.33 11 II nP 00 I , o LIP 1? 6 19 NEW MIXED USE BUILDING A i�Na-- 86 0 I ° 17 18 I I a Q o I u O I� � I o LIP 7.16 LIP 7.94 N ti 1.�5% j TBC 7.70 4 � o ----------------------- TC 9.42 i ^ COPYRIGHT ©2019 Lindgren:Labrie r____________________ r__________________� O �g 2 I 6 M 1 1 BW 9.40 g 1 Architecture, PLLC Any use, reproduction r----- I I I , ' 5 6 -- -- 82 n I\ \P \P 5 or modification of the documents or the 6• r V 65 I 6 g ; TC 9.42 TC 9.42 _ the information contained herein without ---------, I --------a e� FDC F 6• IMP ; prior written permission of \P LIP 6.90 P TBC 7.44 r - -----I ❑ r BW 9.40❑ F____________r_____________y ❑ ;---- r---- ❑ t" O Lindgren:Labrie Architecture, PLLC 00 i k-= '-KI ------=. -.. BW 7.78 BW 7.86 BW 8.57 7 ° BW 8.51 L BW 8.70 TC 9.40 BW 9.40 BW 9.40 - BW 9.40 ------- ------ 0G 9?� violates the Copyright laws of the United -- 1 3 17 7. 5/0 @ 11.5' , 1 States a subject violator to 9 I ------- J 2 5"STEPS �c 06 �g W Wo L ( � , and prosecution. �P i (P 6• 9 ACCESSIBLE ROUTE r s 9 9�1 ------------------- 1 6 ❑ BW 8.53,TC 9.34 BW 8.44,TC 9.34 BW 8.44 I-- ---- ,------- - -- O - �119 0' 1 - _ - - e- 6 G 9� DRAWING SET ISSUED FOR - - I T o - - �.-', R/w R/W - R/W ❑ ® RIM 8.37 Lo RIM 8.33 ` R/W W /W R/W - - R/W i R W / � R c PATIO CAFE o - -- - g�9 BW 8.44 BW 8 26 �, g EXISTING CITY PERMIT S E T ;.. - j - 18 0 0 ❑' ROMP 1.99� 9 - ��� 9 G 820 18 GI 8"GI �g sr, ----- BW 8.44,TC 9.32 BW 9.29,TC 9.32 BW/TC 9.32 LIP 6.77 1, i LIP 7.69 G RIM 8.40 -8' I 8" I 8"G I 8"G I 8"G I 8"G I ; 8"G I 8"G 1 GI �8 SOUTHEAST SIT E 1 5 �gG 3. Lon- roi N 9 o en ACCESSIBLE ROUTE o E N o � o 3 I ❑3 ' LL - ct> = I _. - -- -- -- _ -- -- - - ----- ----- - - .EXR4MPG - - - -----A�y4f�Df}RIED n ----- ------ A�AP�DE}N Efll 6,.-WATff� Lf `°�- - N---N- - ---- ---- - - - \P � \ Gad GYO g 16 _ 1- C UE GRADING PLAN 80 1.62� 06 �a 7. 3� 16 OBG 10 0.25� 1VAT-ER WE------------ - ----- 58 � J � 0---------------------------------------------------------------------- -------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ -------- -------------- ------------------- -------- ---------------------------------------------------------------------------- ------------------------------------------------------------------------------------------ a 8 S \P I \P \P \P 00 DRAWING SHEET REVISIONS �I 8 II 2 6 j I A DATE REMARKS L_`J�I I I I I II 1 I 10"W 10"W 10"W 10"W 10"W I -10"W 10"W 10"W 10"W 10'IW 10"W 10"W 10"W Q 10"W 10"W 10"W I I I m I I I L -------------i I I I I I Zo N O I I 18"S 18"S 18"S 1 I I I T O O Z 1_rs - T - - - - - - - - - i i -18-S - I 18"9* 18"S 18"S 18"S O 18"S i 18"S L----J I N E . BROADWAY AVENUE DRAWN BY: BEA z I I I I C o JER w I � I I I O I O CHECKED BY: 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD I 15 SD 5"SD 15"SD 15"SD 15"SD 15"SD I DATE: 6 MAY 2019 o SCALE: AS NOTED SOUTHEAST SITE GRADING PLAN JOB NO. R171127 10 0 10 20 w W C301 0 GENERAL NOTES [:]ACHD ROADWAY KEYNOTES O SITE KEYNOTES GRADING LEGEND 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 1. SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT(24"MIN FROM CURB/GUTTER)AND REMOVE PAVEMENT PER ACHD STANDARDS, 1. SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT WHERE SHOWN 8. INSTALL MANHOLE COLLAR PER ISPWC SD-616(ACHD SUPPLEMENTAL). EXISTING PROPOSED APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION MATCH PAVEMENT ELEVATIONS, SEE ISPWC SD-806(ACHD SUPPLEMENTAL)ON SHEET C0.3 REGARDING MINIMUM CROSS-SLOPE, AND REMOVE PAVEMENT, MATCH PAVEMENT ELEVATIONS, MATCH 9. INSTALL SITE CONCRETE SIDEWALK PER DETAIL 4 ON SHEET C0.4. OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES SEE ACHD NOTES 3&4 ON SHEET C0.1 REGARDING SAWCUTS&PAVEMENT SECTIONS. EXISTING PAVEMENT SECTION OR SECTION PER SITE KEYNOTE 2 OR 3 - - - - - - - - - - - - - PAVEMENT SURFACE GRADE BREAK ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY AS APPLICABLE),WHICHEVER IS GREATER. 10. INSTALL CONCRETE SIDEWALK(FLUSH WITH PARKING STALL)PER 2. UTILITY TRENCH REPAIR PER ISPWC SD-301 &SD-303 ACHD SUPPLEMENTAL ON SHEET C0.2&ISPWC SD-806 ACHD ( ) ( ) ( DETAIL 5 ON SHEET C0.4. a-a 7777777777777777170�v LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Po 0 0 0000 � SUPPLEMENTAL)ON SHEET C0.3. SEE ACHD NOTES 3&4 ON SHEET C0.1 REGARDING SAWCUTS&PAVEMENT SECTIONS. SEE 2. INSTALL NEW LIGHT-DUTY ASPHALT CONCRETE PAVEMENT SECTION 11. INSTALL 6-FT PRECAST CONCRETE WHEEL STOP,OLDCASTLE ITEM po°o°o< 000000000°o°o°001 STORM DRAINAGE SEEPAGE BED 2. SEE EARTHWORK&GRADING NOTES ON SHEET C0.1. GENERAL NOTE 4 THIS SHEET. PER DETAIL 1 ON SHEET C0.4 AND RECOMMENDATIONS LISTED IN p000000000000000000000000001 L_a_a QsisLSL�_s_a_a Qsis�J PROJECT GEOTECHNICAL ENGINEERING REPORT. RECOMMENDATIONS. 50 OR EQUAL, INSTALL PER MANUFACTURERS R E N N I S O N ENGINEERING 3. SEE CITY OF MERIDIAN STANDARD NOTES ON SHEET C0.1. 3. INSTALL NEW ASPHALT CONCRETE PAVEMENT SECTION AS APPLICABLE PER ACHD NOTE 3 ON SHEET C0.1 WITHIN MERIDIAN ROAD, RECOMMENDATIONS. _ �3� 1.3% 4. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. MAIN STREET, BROADWAY AVENUE, IDAHO AVENUE,AND ALLEY(ACHD RIGHTS-OF-WAY). 3. INSTALL NEW HEAVY-DUTY ASPHALT CONCRETE PAVEMENT SECTION 12. INSTALL ACCESSIBLE PEDESTRIAN RAMP TYPE 1 PER DETAIL 7 ON -'y �� GRADE&DIRECTION OF FLOW CONTRACTOR SHALL ADJUST WIDTH AS NECESSARY TO INSTALL UTILITIES. 4. INSTALL 6"VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENTAL). PER DETAIL 2 ON SHEET C0.4 AND RECOMMENDATIONS LISTED IN SHEET C0C DIMENSIONS PER SITE PLAN ON SHEET C2.0. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 PROJECT GEOTECHNICAL ENGINEERING REPORT. INSTALL nnnrc+c+rnr r nrnrc+rnrnni nnnnn Tvnr n nrn nrTnu o�ni NOT USED 5. INSTALL 6"REVERSE PAN VERTICAL CURB AND GUTTER PER ISPWC SD-701 R(ACHD SUPPLEMENTAL). 6. LIP 6.43 SPOT ELEVATION, 6. INSTALL 4'-WIDTH VALLEY GUTTER PER ISPWC SD-708(ACHD SUPPLEMENTAL). 4. INSTALL RIGID CONCRETE PAVEMENT PER DETAIL 3 ON SHEET C0.4 AND �,�EET �-" ---PEDESTRIAN��-���� RAMP����� � �� --� -�---���-- -�- THIS SHEET X�P SEE ABBREVIATIONS RECOMMENDATIONS LISTED IN PROJECT GEOTECHNICAL ENGINEERING 7. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A(ACHD SUPPLEMENTAL), INSTALL TACTILE WARNING SURFACE(TWS)FOR REPORT. 14. SLOPE WITHIN ACCESSIBLE PARKING STALL AND UNLOADING ZONE SPOT ELEVATION ABBREVIATIONS �E IDIAN* APPROVED FO R PEDESTRIAN ACCESS PER ISPWC SD-712 ACHD SUPPLEMENTAL). 5. INSTALL 6"VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SHALL NOT EXCEED 2% IN ANY DIRECTION. INSTALL ACCESSIBLE I BAH O 8. INSTALL MANHOLE COLLAR PER ISPWC SD-616(ACHD SUPPLEMENTAL),VALVE BOX CONCRETE COLLAR PER ISPWC SD-406, OR SUPPLEMENTAL). SIGNAGE PER ARCHITECTURAL DRAWINGS. BW TOP BACK OF SIDEWALK ELEVATION LIP LIP OF GUTTER ELEVATION CONSTRUCTION SEWER CLEAN-OUT CONCRETE COLLAR PER ISPWC SD-506,AS APPLICABLE. 15. TRASH ENCLOSURE PER ARCHITECTURAL DRAWINGS, 12'DEEP x 18' CLMN COLUMN TA TOP OF ASPHALT PAVEMENT ELEVATION These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E 6. INSTALL 6"REVERSE PAN VERTICAL CURB AND GUTTER PER ISPWC EP TOP EDGE OF PAVEMENT ELEVATION TBC TOP BACK OF CURB ELEVATION compliance with Meridian City Standards and Specifications. 9. INSTALL CONCRETE SIDEWALK PER ISPWC SD-709 ACHD SUPPLEMENTAL &PER CITY OF MERIDIAN STANDARDS, INCLUDING WIDE INSIDE CLEAR DIMENSIONS. FFE FINISHED FLOOR ELEVATION ( ) SD-701R(ACHD SUPPLEMENTAL). TC TOP OF CONCRETE ELEVATION This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE PAVERS.SEE LANDSCAPE PLAN FOR FURTHER DETAILS. ACCESSIBLE PORTION OF SIDEWALK AS IDENTIFIED ON PLAN SHALL HAVE 7. INSTALL 3'-WIDTH VALLEY GUTTER PER DETAIL 6 ON SHEET C0.4. 16. TREE GRATES,SITE FURNITURE,TREES, ETC. PER LANDSCAPE FG FINISHED GRADE ELEVATION TYP TYPICAL of the responsibility to design and/or construct those facilities 1.50%CROSS-SLOPE(NOT TO EXCEED 2.00%). SLOPE BETWEEN EXISTING CURB&GUTTER AND SIDEWALK GRADE BREAK SHOWN DRAWINGS. GB GRADE BREAK in compliance with all current applicable federal, state and local MAY EXCEED 2.00%AS NECESSARY. laws, rules, regulations, ordinances, development agreements, 10. INSTALL CONCRETE DRIVEWAY APPROACH SIMILAR TO ISPWC SD-710A(ACHD SUPPLEMENTAL),GRADING PER PLAN. specifications, orders or approvals, all of which the City retains 10 o O the right to enforce. Inconsistencies not noted by City staff shall � not be construed as approved unless specifically addressed ❑E ❑ ❑ ® �\ in writing by the City. Any proposed revision to these plans must 0 be submitted for review and compliance with the Meridian City E W- E 4K E O n Standards and Specifications before said revision is constructed. 5� �J4 N SEE SEWER PLAN SHEET C4.1 Name Date ��t �ISTF (,+y O REGARDING PAVEMENT REPAIR WIDTH Q� F 1 I 2 I SD O O r - -----------------�- ---------------- ------------------- ------------------- 7------------------�-- ---------------- -----------------------------------------------------------------------------L- -L----------------------------------------------------------------------------1�j�------------------- ------ 4 j 1 60 6�� 8 60 iE 8 1�0 1�1 1�g 56 62 1g 1� r P 8"S OF 10 ,i .�,i � � � 1P 6� �P �P �P �P 1 �P �P �P 1• 8'7 l 8"S X X X x X X X X X X X '4N A PP�-� I 1 8"S O 8"S I 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 5/6/1 9 I I I I � I g q6 ----------------------------------------a--------------------------------- ----------------------------------------------------------------------------- - ---------- - ------------------------------------------------------------------------------ -------------------------------- 1Pg 1 X P6 I X P6S �P6g6 �P1q� I i 1P1�1 �P190 �P1g9 1g2 CV I I I I I I E . IDAHO AVENUEq---------------------------------- �--❑ 00 M ��� SDMH-C1 i SDMH-C2 i j i O LL i�g2 ■ 12"sD 1 15 4 ■ ` I R� `q 1 ^ 6� A`�1 ' `S2 `g2 t� i�P 5 LIP 5.79 1�P 61.37% LIP 6.34 �P 6• �P 65 6 6 �P 6 �P 1 I I P 1 16� �P 16 �P 162 �P 16 �P 1 cz 8"w , I X G� X X X P X X X 1 X Z - ,� LIP 6.23 U I I 00 0000 I 1 I P 5150 000\o o LIP 5.71 C SDCB-C2 c 4 TBC 6.13 +552 1P 5� N I LIP 5.66 4 4A� VN'ii I 5g1gg0� C0 a IN X - g ,• sec �gc 1gc 1gc sec sec �� sec �gc sec �gc sec ��� sec CU _ _ - - - - - - - 40�- - - - - LIP 5.76 TBC6.18 -- 16 -- TBC6.08 0 9 TBC MA_6.30 0 9 0 9 9 9 - - - - - ------------- - 9 - - --- -- LL O a TC 6.55 16 16 +I 16 16 2' W 16 0 16 1 0 10 Q CU I= RIM 6.401W W RIM 7.01 N > > - - - 1 v TC GB 6.66 TYP - TC GB 6.66 TYP - - - - - - - - - - TC GB 7.16 TYP - - - - - - - - - (n Q ? TC 6.62 TCGB6.66 TCGB7.16 UJ TCGB7.16 1 1 TC GB 6.66 ' ' 1 � o I TBC MA 6.20 \ - 1.60/o RIM 7.18 TC 6.92 a TC 7.03 O co L -- RIM 6.68 0 0 \9 ------ - o io ACCESSIBLE ROUTE 9 o ih 1 ACCESSIBLE ROUTE 31.33' 9 - o -v ACCESSIBLE ROUTE -.._--- ..._ a - - - - I - 6• 9 - rn r is - - r i - -.... ......... ❑... ... - - Lp TC 6.65 - - 9 6. - 9 1. - - 9 - Lp 9 1D I 9 LIP MA 5.73 8� rn a' - 6 g + •- ' ---------------� r- - ------- ------- -------- -------- ------ ----- , _ _ - X ; �5 - 1 ,• BW 7.22 BWILIP 7.04 BWILIP 7.13 BW MA 7.65 � BW 6.76 W - R/W BW 6.80 R/W BW 6.80 _ NV ��P 6 - R/w - - �� /W' - - /w - R/ BW GB 6.80 BW GB 7.30 R/w - BW 7.30 R/w - BW 7.30 R/W R/„ BW 7.30 _ R/W - - R/W - - R/ - - R/ R F yLu � i F ' �__________________ F_r �_ Gj r_______� F______ _ ________________4 4 _____i ______i________ _________________.� •- - 9 ❑ ; ' 6 6 ❑ ❑ TC 6.80 F TC 7.30, BW 6.80 ❑ TC 7.30 ❑ TC 7.18 O3 06 CN U) r - � r r ----- TC 6.80 - ----------� �A TC 7.30 J' Cr) i r r , TC 6.80 ' e o r • X. TC 6.80 ' X LL ■ ❑E BW 6.76 I ------ LIP 7.12 LIP 6.87 °' LIP 6.87 LIP 7.1206 TC 6.80 '-------------------r '---- ----r ( 1 TC 7.30 +� CU TC 6.68...... 3 W CU 12 TC 7.30 X LIP 6.65 9 BUILDING FOUNDATION PER 0 Soy c I ?'�' STRUCTURAL DRAWINGS TYP 5� - �; �P _ ' SGT-B X r- 6-INCH FLOOR STEP P 1. ; II U) SEE STRUCTURAL DRAWINGSX - ° � ' 8 ° - CD FIFE 2606 , 82 FIFE 2607., 3z p00000 o 1 o0000000000 000q ° C ; 000000 O;O 00 000 ' G N p0000000Q000 0000l 1.5 NEW MIXED USE BUILDING 00000° °� 0 ° °° r_________________________ r_____________________________, ,_____________________________, o �� O O O O O O Q O O O O O O O 5.0' o ; h0o000o O;o O00000 � ; --------------------- r a\ ;P i o o o SEEPAGE BED „B„LL 7- o M 6 r NO CURB,TYP O O 000000 0'o O 00 b000000 ' 000 0000� ; TC6.30 1P 1 1000000 00 0 0000 X 12 b000000 p0oo 00001 ; TCGB6.22 ❑ ❑ ❑ ❑ ❑ ❑ ❑ F00000O °cs'oOo 000o ' 1P ; ; 1 5 a/ ' 0 0 - I 00000° 0000000001 � I 1; TC 6.80 TC 6.80 TC 6.80 TC 7.30 TC 7.30 TC 7.30 TC 7.30 -- --, TYP Po 0 0 0 0 0 o c 0 0 o q I TC6.80 - TC6.80 TC 6.80 + TC6.80 , i TC7.30 I�o00oco On° o 00oo1l -L T_________- i 0 O;�_ _ ___� �_________� �___J ______________________ �__ _� _Q_Q_� �___________________4 F J ; OOOOG�V 0i:) 0�0000� r. O 1 J__________�_______________________J ' .� ° o 5.0' ----a�� --- d P 6 d ROLLUP DOOR 1.12 `-------------------- --- o 0 0 0 0 o d o 0 0 0 0 0 0 r-------------------- L---T r- ---J ; , O O O O O O Oi0 O O O 00 6' TC7.25 TC7.25 Ih000000 100 00000� ; G a U 00000° n O 0000 g I d TC6.75 TC6.75 ` --- 2° t000 7 00° 0 0000 �•?% N 6-INCH FLOOR STEP �$� ° ° o 0 0 o b 0 0 0 o q o 0 0 000 � ° ; ° ° LL 1 l00000000b °00000 `o d p000000 do OOOOOI SEE STRUCTURAL DRAWINGS d � ° ° ° TC6.30 a 1 TC7.30 l00000000b 000004 LIJ d e 14 14 p000o0o do 000001 , � d 11 TYP OF 18 I , 00000000n 00000A O o Q d O o O o d O 0 0 0 0 0 0 C O o 0 0 0 0l FIFE 2606.32 i a _ a ° 10 o � 00000 ;0 0 o r-- o , ----------- } o r 0 0 0 0 0 0 01 0 0 0 0 0 � 6'-6"L X 5'-2"W - -------------+-1 1------ - � � a a d � ~ d 1 � ~ -----�---- -----------, ~ O � �o 0 0 0 0 0 0 a J 4 r y.,, d d 4 1 2 ; 000000 ol0 00000 ; 2 ° ° Q r TC 6.30 v < a dr------ ------, I ; r-- t? --, Q 1 ; , a 6_ o0000000b 00000 o a O TC6.62 TC6.62 � 00000 O0000o00q �00000 9 O 000000 1.5/o TC6.63 d 1 d � da a X P ° TC7.18 b000000 olo 000000� S TC 6.30 ; d 16 4 d d b000000 g�, 00000d 1 LIP GB7.12 LU 5.0' 4.71% (P „ o 1.�g a ;4 d 6 STEP < X .; ... - - - - - - o-s ono o�oe-o NN N r 1 7 P -- -- -- �... ❑ TCITA GB 6.56 TYP TC/TA GB 6.56 TYP - - - - - - - - - - LIP GB 7.12 b° o 00000 d X S 6 9 _ _ _ P _ _ O I �9 ' ' 1 J� IooLIP6.84 0 000000l � +1 6 TC/TA 6.56 O TCITA 6.56 TC 6.56 TC 6.56 p o 0 0 0 0 0 0 0 o d V TC 6.30 TC 6.30 6TC6.63 S �159 ; I000000000 000000l ; r g 9 FIFE 2606 , 32 �q8 TC6.80 TC6.72 �� 1P o - c o d d a -- p000000000 00000q X --_ ---------J .,A� ' X L______________-o O o L_______________J /}L-,�` c d o 4 0 000000000 00000 0 ' i2 N _ 2 _ 2 L__________________J N V d N d 4 c ' P\j 000000000 OOOOOq Q ' 61 1.25% 0--------- --------- ----------1J ,d d; d Iry 000000000 gV� d 0000000000000aC ---------------------------- 7 °L a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ; Q I c' 0.40% c' G G 0.40% G 0 2 4 0 o d 11 TYP OF12 o0000000 000000 TYP OF12 11 ° TC 6.30 0.40/0 0.40/0 0.40/0 0.40/o __ , O O O O O O O O O 0 0 0 o O 0 , 9 Io b00000000 000000 ° ° --------------------------------------------------------------------- ------------------------------------- ; I o 0 0 0 0 0 0 o O 0 o 0 0 0 0 ; 1.25/o �' a 42!t fl- 42!S-D-- ^s s 6"S ° J � - � - g6 b00000000 00000001 I m EXTERIOR GRADE HIGHER P1. ; 0000000 0 000000l E - ' : TC GB6.70 LIPH16.46 LIP6.33 LIPH16.46 LIP6.33 LIP HI6.46 °d LIP 6.33 LIPH16.46 p00000co� 00000000l , WCIOcn THAN BUILDING FFE X SDCB-B1 7 SDCB-B2 7 d SDCB-B3 7 10 0 0 0 0 0 Zj o 0 0 0 0 0 1 LJJ r -J `J ; 000000N 000000001 ; U r------------------------------ er o 0 0 0 --------------------------- o --- -------- g Q d o p00 O O O O O O O O o 0 0 0 0 OI , i d ° 11 TYP o coo N c o N 4 a o ------ o00000000000000 NO CURB,TYP 00000000 0000000� , 1� 1 5%y 1 , " `-i LIP 6.63 6 LIP 6.63 `V "' "' _ ______ �0 0 0 0 0 0 0 o O O O 0 0 o O 1 P 1�y COPYRIGHT @ 2019 Lindgren:Labrie a �* q 1.25% ------- , p r O O O O O TA 6.83 TOP CONCRETE PAD 7.76 o 0 0 0 0 0 0 0 0 0 0 5.0 d o o 0 0 0 0 0 0 0 O o 0 0 0 0 o yl _ a Architecture, PLLC Any use, reproduction �; TYP g.�` - - - - - - - TAGB6.67 TYP - - - - - - - - - - - - - - - - TCGB6.67 TYP _ Iho0000000 0oo0000 L` , - - - - - - - - - - M M �, or modification of the documents or the z BW 6.30 1616 61 LIP 6.83 X P N TC 7.67 0 o gP 82g 1� 00000000 000000 0 N information contained herein without the ❑ ❑ d TCIEP7.04 g1 LIP6.75 000 ° ° X ti0o0oo0000000,00007 p p ° prior written permission of S TC @CLMN 6.84 a TC @CLMN 6.84 0 to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lindgren:Labrie Architecture, PLLC D0000000000000000� N ' ' h EXTERIOR GRADE HIGHER ° 4 2 X JT d d a; to 0 0 0 0 0 0 0 0 0 0 O 0 o O A violates the Copyright laws of the United ci ; p_nOO00000 300000001 ' �. THAN BUILDING FFE O M LIP 7.34 6 6 a " N States a w subject violator to c� Q BW 6.30 z===------J ° o a Lri J d i t the v n II d $g1 legal prosecution. -G ----- Ul) BW 7.73 12 TBVC 7.73 I ° a1, 6 ° I �� TC 6.68 TC 8.77 TC 7.67 0 ------- -- ------------ �P S ' gg 2O 2 d a 2 3 8 3 2 X DRAWING SET ISSUED FOR 7.68 TC 7.76 RIM 7.43 d _ LIP MA±5.57 TBC MA±5.99 6 �; d ° CONCRETE PAVEMENT ti LIP 7.74 12"sD 1 "SD 42"SD 12"SD 12"sD D , 2"sD SGT-B1 ° 0 CITY PERMIT SET gT ; 11 TYP OF 4 o STEP, HEIGHT VARIES � o 0 0 o a Q 4 i 9 l oCL 4O o 0.00'T01.10' 2 jo Srll� DCB-B4 8 N M „ 8 r LL c ~ o ~ TC 7.88 a o0 9 MAINTAIN 2%MAX ui 6"-WIDE CURB,TOP OF Wi 10 TOP CONCRETE PAD 9.18 ° ❑ a TC 8.67 TC 8.12 ,`V, d CURB TO MATCH TOP OF , 7 ;' >\� SLOPE IN ANY DIRECTION a 6 r , o ____ _______ _� 0 2 4 ______ ___ ________ADJACENT SIDEWALK,TYP LIP 8.15 LIP 8.13 , g. LIP 8.13 LIP 8.15 ----- STYPo 1.25/0 ------- ------- 15 TBVC8.30 r ---- ------, r---- -- TC8.24 - 1P NORTHWEST SITE TC 7.94 TYP ,IIs'�1 --, 1 SAP I d TA 8.34 P S a 1 P 6 P S 6g 8 6g X TCIEP 6.53 TA 8.10 6 TC @CLMN 8.26 d TC @CLMN 8.26 a TC CLMN 8.26 LIP 8.27 � X X O LIP @ ° 12 ■ a, LIP8.35 X I GRADING PLAN 1 ------ - 0 2 2 LIP 5.56 TCIEP 8.57 TCIEP 8.33 TC 8.06 boo 1 0 LIP 6.03 LIP 6.43/w - R/W -F 2/W g'51 ;R/W 8•�5 R/W - - R/W - G0 R/W - /W TA 8.44 R/W - - R/W R/W - - R/yy o0 0000 5 R/ R TC 8.49 gI ti L 4 8r.G1 3 -------------------' (P a� uLSP--- J 1P ----------------- ----- ---------T� �=---- ------- ------------- ------------------------- - g6 -- ------------- -- F R$10 -- -5 -------- ---------- ------------ c ` TV 01 TV \ X Tv 1P LIP 8.06 LIP 8.11 Tv TA 8.21 Tv TA 8.30 Tv �P TCITA 8.53 Tv Tv v LIPITCITA 8.53 0.40% TV �P S TA 8.36 LIP 8.70 DRAWING SHEET REVISIONS rr j i T T L\P S 8"GI- X 4 X \P q LIP 8.45 g31 5 8g2 G 3 T g T ACHD ALLEY T 3 PT25 T 3 T T 3 c T 3 3 3 1P �P S g Q DATE REMARKS 8'S g0-8 S 62 8"S 8 SG P 1. 8 6G " I � 8 8"S G 8"S G 8"S G 8r.4P 86a G rrS T G Br.S T G G .S G 8r. 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LJ g1 ci T T LIP 8.67 Z 0 50 1 �9 S 22 29 g1 TCITA 8.67 TCITA 8.67 0 6 2 �P T 8 �P 8 8 B gg �1 ---------- --------------- - o g� \Q 6 I I jG B28 X P I X X P $ AG S G a16 1g Sg5 Sg5 �P a55 1 a a w LL 5 g2 69 1 1 �0 X X 5� g TP �� °00000 LIP 8.67 w � �\P X X P O °00000 d Q X I � 00 00 x 3 z I 0 oil "' DRAWN BY: BEA TR � � M JER Q F TOP CONCRETE PAD 9.10 0 0 0�� 600. ❑T ; c� TC 8.73° TC 8.73 CHECKED BY: MON SIGN o 00 \Q ❑ O LIP 8.52 BW 8.73 DATE: 6 MAY 2019 LIP 8.52 EvQ 1. 805 TBC s.o2 000000o SCALE: AS NOTED 0000000 o0 0 0 0 0 0 -- - - -- SGT-A--------------------------------------------------------------------------------- o ! NORTHWEST SITE GRADING PLAN x- i ° =__--___ �r SEEPAGE BED ��A-- ��a� 1.50% - LIP 8.51 0 0 ° R171127 1 LIP8.54 1.00% o o_o_o_o_o °o�c JOB NO. LIP GB 8.71 10 0 10 20 w .° W C302 0 SAND/GREASE TRAP (ISPWC SD-624) OR Void Volume of Typical Materials SEDIMENT MANHOLE (ISPWC SD-611) Material Void Volume % 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ BMPs 15-19 Reserved 2' RING & ( ) 2" Max Blasted Rock 30 OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS 1-1/2" t0 2" Uniform Size Gravel 40 ISPWC SD-617 AND DRAIN ROCK R E N N I S O N ENGINEERING 8202.23 BMP 20 Seepage Bed With Optional Chambers (Treatment & Storage) 3/4" Uniform Size Crushed Chips 40 (TYP) TREES & SHRUBS Crushed Glass 30 ARE NOT PERMITTED OBSERVATION Description BE TOP OF SEEPAGE WELL PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 D This BMP is approved for treatment and storage if preceded by another Crushed aggregates shall have a minimum 50% crushed or fractured face (at E E BOTTOM PERF <- EE COVER approved pretreatment BMP, except in foothill areas with slopes greater than - 15%. least on one side) and meet the following gradation: ELEV BOTTOM BAFFLE711 NOTES 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 Crushed Aggregate SEE 5 18" \\�\\\/i\i\\�� ■ A seepage bed stores stormwater runoff in a trench backfilled with uniform) ° ° ° ° ° ° ° ° ° ° y Sieve Size Percent Passing NOTE 1 1 0% SLOPE STD 0% SLOPE \j/\\NATIVE sized drain rock above a sand filter and infiltrates the water into the ground. o \�\� soli \/ 3 inch 100/° 3/4 inch 25-60°/D %\� o 0 0 0 0 '�i\\�\\� %\ X L I N D G R E N : L A B R I E Flows shall be pretreated upstream using approved pretreatment BMPs. The ° \\ \\/\\/i\i\\� ARCH T E C T U RE 3/8 inch 0-4/° \ \i i ��� i\� / \\ /\i\\ / \ system may also include underground storage chambers for additional No. 200 0-2% /\/\\/ NATIVE/\\� \/\ \\/ 2" WASHED VARIES-SEE Z" WASHED ' \\, \/�j/N,,�\ storage. When chambers are used, the manufacturer's product technical data SOIL /i\i\\�\�i DRAIN ROCK PLAN SHEETS gDRAINv�RO�CvK and letter of project review and approval and specifications for product The Design Professional may determine void volumes for other materials by 5' of 18" SOLID • installation requirements shall be submitted. ASTM C33 °;;; ...;:: ASTM C33 laboratory analysis and submit them to the District for review. WALL PIPE WITH 1.5-FT :FILTER SAND. : `FILTER SAND;:: 4" OF 4„ PIPE BEDDING :•. : ::.:::'; .:... .. . ...:. 3-FT Sesignepage The 18-inch perforated pipe shall have 3/8-inch perforations within the Seepage beds and underground stormwater chambers shall be sized to store p p p p NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN� HSG>W the 100-year design storm of one-hour duration accounting for infiltration, corrugation valleys per the schedule in this standard detail. MINIMUM of 1-FT TOP AND BED NON-PERFORATED --]--.MAX-ELEVATION unless it can be safely conveyed or detained in the right-of-way or stormwater SIDES ONLY To PERFORATED PIPE Following are the requirements for drainage geotextiles. Nonwoven or easement without flooding the sidewalk and impacting private property. In SECTION10NA( this case, the facility can be sized for the one-hour, 25-year design storm. monofilament woven geotextiles are required. Slit film or slit tape geotextiles N.T.S. p�C eG1STE9 ° are not approved for drainage applications. NOTES: Q. F� �► Facilities must infiltrate 90/° of the design storm in 48-hours through the area 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. 4 of the sand filter. The calculated volume shall be increased by 25% t0 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE account for sediment. When the seepage bed is located within a common lot, Non-Woven Filter Fabric MAX HSGW ELEVATION V additional sediment storage shall not be required. Property Test Method English 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 Tensile Strength Grab ASTM D-4632 120 Ibs yl 0i Elongation ASTM D-4632 SO% 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS OF 1Dp F Seepage beds located within the right-of-way may extend no greater than five 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM gNAPP�-� feet out from face of curb and shall not encroach on a private lot. Seepage Puncture ASTM D-4833 65 Ibs 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE 5/6/19 beds shall be no greater than ten (10) feet in depth to the bottom of the rock. Trapezoidal Tear Strength ASTM D-4533 50 Ibs 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES UV Resistance ASTM D-4355 70% 9. BED WIDTH SHALL REMAIN CONSTANT 10. WATERTIGHT CONNECTION REQUIRED Seepage beds shall have a minimum Cover of 1.5 feet. If placed in the Apparent Opening Size ASTM D-4751 70 US Std. Sieve 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF 0100 VELOCITY THROUGH STRUCTURE > 0.5 FPS roadway (Capital Projects only) or under the sidewalk, minimum cover is 1 (AOS) foot below the pavement subgrade. PermittivityASTM D-4491 1.50 sec-1 C FOR RSEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: Water Flow Rate ASTM D-4491 120 gpm/ft2 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED Cfl A stone aggregate of clean, washed drain rock, 1.5 to 2 inches in diameter M should be used for storage. Crushed aggregates to interlock are required for Woven Fabric FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: C0 storage chambers. Follow Manufacturer's recommendations. Other materials Property Test Method English 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED O 9 p Y g --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN may be used to create voids per the table below. Void volumes for the Tensile Strength Grab ASTM D-4632 Min 250 Ibs --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP of BED specific materials used must be lab verified and clean with less than 2 Puncture Strength or CBR ASTM D-4833 or --TOP of BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE percent passing a 200 sieve. Puncture ASTM D-6241 Min 125 Ibs or Min 950 Ibs 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH z UV Resistance ASTM D-4355 Min 80°/D MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK.3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE W co Apparent Opening Size SUBGRADE .- (AOS) ASTM D-4751 70 US Std. Sieve 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE Water Flow Rate ASTM D-4491 Min 18 gpm/ft2 SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE ■ � Percent Open Area CW-02215 Min 4% SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES M ■ � O �y J 06 2017 SEEPAGE BED WITH STANDARD DRAWING Adopted: Res. 2116(10/14/15) 8200-27 Adopted: Res. 2116(10/14/15) 8200-28 ACHD STORMWATER DESIGN W Revised: Res. 2185(8/23/17); Res. 2208(12/13/17) Revised: Res. 2185(8/23/17); Res. 2208(12/13/17) GUIDELINES OPTIONAL CHAMBERS BMP 2 0 > Q > SHEET 1 OF 3 � Q w O W CN /) w FINISH GRADE 4 1/4"- 28 -4 1/4" Cn �/�� M 2 ` J 06 z DO -1 " III=1 I=IIIIA �P z_ _0 W Q� _-III=III-1I ,'; �•'e ,'; , � v T_I_ri � �BB - = I-III °III-I III-I-III- -III @A . -1 co8'-11" V A--+ 'n " > VJ l 1' 4" 1 4" (TYP.) 3 5 - - _ - ==- - - (2)424" ACCESS OPENINGS .� PLAN CONCRETE COLLAR r c o Ia ° - N.T.S. a 4 A J 4 co III O O PLAN 6" 14 1/4" 6" I I I I II PRODUCT WEIGHTS I` mN.T.S. 2'-2 1/4" IIII I I I PRODUCT HANDLING WEIGHT 1000`a e GAL TANK LID 3,400 LBS SECTION A-A III r I 1 I I 1000 GAL UPPER BAFFLE 317 LBS 0 5 2 N.T.S. 1000 GAL TANK BASE 10,463 LBS TOTAL WEIGHT 14,180 LBS w i" DESIGN NOTES: - W 6 a L_E G E N D LIFTING CABLES 1. MIN.DESIGN CRITERIA PER ACI-318 CODE 8 AS NOTED. 0:: SECTION CONCRETE COLLAR V° �" 2. DESIGN LOADINGS: O1 1.75"' X 1.75" X 1/4" ANGLE IRON PLAN VIEW > N.T.S. 2.1. AASHTO HS-25 44,W/IMPACT O FINISHED SURFACE. SCALE:3/8"=1'-0" 2.2. SOIL WEIGHT=120 PCF. 2 2.3. DEPTH OF OVERBURDEN 0.0'MIN 3.0'MAX. a 4 O 0.20% MINIMUM SLOPE. UJ A MANHOLE COVER & FRAME PER ISPWC SD-507, COVER MARKED "STORM DRAIN", 2.4. ASSUMED WATER TABLE:5.0'BELOW FINISHED GRADE ® PAVEMENT SURFACE. INSTALL AASHTO HS-25 RATED GRATED INLET WHERE INDICATED ON PLANS 2.5. EQUIV.FLUID PRESSURE=40 PCF. O5 STANDARD GRATE AND GRATE FRAME. SEE 2.6. LATERAL LIVE LOAD SURCHARGE PER CODE. W 9 SD-609 OR SD-610A. 5" (0.42') MIN LIFTING CABLES (6)THINWALL KNOCKOUTS 3. CONCRETE 28 DAY COMPRESSIVE STRENGTH:6000 PSI(MIN) � ° 6 TROWEL SMOOTH. 1'-6" 4. STEEL REINFORCEMENT:REBAR,ASTM A-615 GRADE 60 RIM ELEVATIONS PER PLAN 5. CEMENT:ASTM C-150 SPECIFICATIONS 3�� U 6 _ ' APPROVED FOR Q u z ` "FABRICATION" I I I DATE: 7/19/2013 INITIALS: CLIP LU II�_�y III ifl T 6., 2,-0„ 6„ PIPE IIII PIPE I � 1 1 PIPE 2 0 SECTION �I 0.1' MIN I� O N.T.S. SECTION B-B -1 I 0.1' MIN I Oldcastle Precast' V 16419 TEN LANE NAMPA,IDAHO 83687 N.T.S. i0 �n PHONE:(208)465-0176,FAX:(2D6)465-7129 TOP OF BAFFLE THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST,INC.IT IS CONFIDENTIAL.IT I I ELEVATION PER PLAN DO THE ED FOR INTERESTS OF,OR CE PURPOSES ONLY,AND SHALL NOT SION OF SED IN ANY CASTLE RECAST,INC ' TO THE INTERESTS OF,OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE PRECAST,IN I1-9� I COPYRIGHT@ 2013 OLDCASTLE PRECAST,INC.ALL RIGHTS RESERVED. I 1000 GAL BASE&BAFFLES INLET I L?UTLET I SUBMITTAL LAYOUT I I ITEM#1240100 L - - - - - - - - J 2017 ACHD REVISION CUSTOMER 2017 ACHD REVISION IDAHO STANDARDS DATE SALES DRAWN ENGINEER CHECKED SALES ORDER FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING � $'-43j" 4/9/14 240-OCP cLP MPB CONSTRUCTION OBSERVATION WELL SD-627 FOR PUBLIC WORKS N0. DRAWING NUM KtV15ION SHEET (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) TYPE III S D-603 ELEVATION VIEW 240-1240100-001 REV DATE 1 OF 2 # DATE REVISIONS BY COPYRIGHT c 2019 Lind ren:Labrie SCALE:3/8"=1'-0" Architecture, Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the LEGEND prior written permission of 1 WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER Lindgren:Labrie Architecture, PLLC z 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 1 violates the Copyright laws of the United ® CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) O 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER MAXIMUM FLOW RATE (Q)TO MAINTAIN A MAXIMUM THROAT VELOCITY OF 0.5 ft/sec States and will subject the violator to ® TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- legal prosecution. CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS 3` *THROAT WIDTH =21.5"= 1.79' PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" A �' U; W �' A 8-11 *THROAT LENGTH (WIDTH OF BOX) -45.4" - 3.78' PIPE. DRILLED WELLS MAY USE 4" PIPE L CI- ,�K i J S-6- 2'_�" DRAWING SET ISSUED FOR OO NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK °' DO 3� I 0 TOP ® BTM *THROAT AREA= (1.79')(3.78') =6.77 SF OO POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY t, III _ _ _ _ ( )( ) ( )( ) CITY PERMIT SET O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. a Z - - --_ - --- - - » Q= MAXIMUM THROAT VELOCITY THROAT AREA = 0.5 ft/seG 6.77 SF = 3.39 cfs max USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 5 I I NOTES: 4'-1�s" 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR _ 1 O" 2 1ya" STORM DRAINAGE FACILITIES IIII III<B) TYP �� BILL OF MATERIALS DRAINAGE 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD FLAN VIEW III INLET OUTLET III # QTY DESCRIPTION AX# 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 1 1 2EA MB CABLE LIFT LOOP-DK.GREEN 4T 8500310 LID LID 2 2 EA MB FX-5%"FERRULE LOOP INSERT 8520100 DETAILS 2.66 CYD NAMPA MIX DESIGN#5 SCC 6K 8900500 20.65 LBS #3 REBAR 8010203 183.71 LBS 94 REBAR 8010204 A 45.92 LBS #5 REBAR 8010205 s 3'-10�/l 6" 2Y" PRODUCT WEIGHTS DRAWING SHEET REVISIONS ®EL. B. OUTLET BAFFLE WALL PLAN VIEW UPPER BAFFLE DETAILS PRODUCT YARDAGE HANDLINGWEIGHT Q DATE REMARKS FLOW VAULT BASE 2.58 CYD 10,463 LBS EL. OUT EL. IN E� �- SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" c9 FLOW UPPER BAFFLE 0.08 CYD 317 LBS o 11" 2 SHOP NOTES: 1. USE STD REBAR 16 0 2. CONCRETE STRENGTH:6000 PSI 1'-9Y" 4'-0' (2) 18" X 24" THIN 3. 1500 PSI MINIMUM STRIPPING STRENGTH REQUIRED Q INLET BAFFLE WALL (4) 18" X 24" THIN 1'-8' WALL KNOCK OUT PANS, 2ALL PER SIDE OUT PANS, 2 PER END , APPROVED FOR "FABRICATION" ---------------- I Z I I iL I I IIII DATE: 7/19/2013 INITIALS: CLP NOTES SECTION A-A LEGEND IIII IIII III I I I I III o AO DESIGN LOAD: AASHTO HS-25 HIGHWAY LOADING. y w OB ALL REINFORCING STEEL SHALL BE GRADE 60. 1O MANHOLE FRAME AND COVER PER Oldcastle Precast SD-617 (TYPICAL). III I I I II I� - - - - �I II w - 16419 PHONE: LANE NAMPA,IDAHO �' APPROVED P RO V E D FOR R N © DETAILED DRAWING OF A PRECAST BOX OR A POURED - o 0 2C)LOCATION AND FLOW LINE ELEV. PER I I I I PHONE:(2081465-0176,FAX:(206)1657129 E IDIAN* BEA IN PLACE BOX DESIGN MUST BE APPROVED BY THE LJ THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST,INC.ITISCONFIDENTIAL.ITI ENGINEER PRIOR TO CONSTRUCTION. DESIGN PLANS (TYPICAL). DRAWN BY: X SUBMITTED FOR REFERENCE PURPOSES ONLY,AND SHALL NOT BE USED IN ANYWAY CAST.INCI D A H O TO THE INTERESTS OF,OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE PRECAST.IN 30 H<12" USE GRADE RINGS (TYPICAL). I I IONSTRUCTION Z OD HEIGHT OF OUTLET BAFFLE WALL AND LENGTH OF INLET ( ) - coavRlcHr©z013 OLDCASTLE PRECAST,INCINc.ALL RIGHTS RESERVED. BAFFLE WALL DETERMINED BY TANK CAPACITY AND 12"<H 24" USE 24" DIA. RCP RISER. 0 O FLOW RATE, PER MANUFACTURER. 24"<H 120" USE MANHOLE CONE AND II I I N I i 1000 GAL BASE&BAFFLES These plans and/orsp specifications have been reviewed for CHECKED BY: JER N E BEFORE THESE BOXES ARE USED THE APPLICATION 48" DIA. RISERS. PRODUCTION DRAWING z MUST BE APPROVED BY THE ENGINEER. ®EL. IN > EL. B BY 1" MIN. I ITEM#1240100 compliance with Meridian City Standards and Specifications. OF MANHOLE FRAME, COLLAR AND COVER SHALL BE EL. OUT < EL. B BY MIN. OF 0.25' I INLET J L - OUTLET I I _ �I CUSTOMER 6 MAY 2019 IlJ PER SD-616 AND SD-617. UNLESS OTHERWISE APPROVED BY This review does not relieve the owner, en Ineer, or contractor THE ENGINEER. L_ - - - - - - - - - - - J I- - - - - g DATE: z © PROVIDE STEPS WHEN THE DISTANCE FROM of the responsibility to design and/or construct those facilities TOP OF MANHOLE FRAME TO TOP OF BOX 5O WATERTIGHT SEAL. DATE SALES DRAWN ENGINEER CHECKED SALES ORDER in compliance with all current applicable federal, state and local LL EXCEEDS 24". s 4'_4Y4" 4/9114 24.`OCP CLP MPB AS NOTED ©PRECAST BOX MANUFACTURER SHALL 8'-4/4" , DRAWINGNUMDER REVISION SHEET laws, rules, regulations, ordinances, development agreements, SCALE: MARK FLOW DIRECTION AND LABEL �n INLET OR OUTLET ON SIDE OF BOX. 240-1240100-001 REVDATE 1 OF 2 VIEW A VIEW B specifications, orders or approvals, all of which the City retains R171127 a 2017 ACHD REVISION SCALE:3/8"=V-0" SCALE:3/8"=V-0" # DATE REVISIONS BY the right to enforce. Inconsistencies not noted by City staff shall JOB NO. 2015 OUTLET not be construed as approved unless specifically addressed IDAOR P STANDARDS STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING in writing by the City. Any proposed revision to these plans must FOR PUBLIC WORKS GROUNDWATER FOR PUBLIC WORKS SAND AND GREASE NO. be submitted for review and compliance with the Meridian City CONSTRUCTION OBSERVATION WELL SD-627 CONSTRUCTION TRAP SD-624 Standards and Specifications before said revision is constructed. (ACHD SUPPLEMENT) 2 OF 2 p 1,000 GALLON SAND & GREASE TRAP (OLDCASTLE ITEM #1240100) C303 Name Date NO SUBSTITUTIONS WITHOUT DESIGN ENGINEER APPROVAL RENNISON ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 IDIAN* APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor ARCH I T E C T U RE of the responsibility to design and/or construct those facilities in .compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, NEW FIRE HYDRANT LOCATED LESS THAN 100 FEET FROM specifications, orders or approvals, all of which the City retains • BUILDING "B" FIRE DEPARTMENT CONNECTION (FDC) & the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed MORE THAN 40 FEET FROM BUILDING AS REQUIRED BY CITY in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. �ONAL O_ SEWER SERVICE TO SERVE GROUND FLOOR COMMERCIAL Name Date o� oIsTF9 G�y� N SPACE (WITH GREASE INTERCEPTOR) & PORTION OF N UPSTAIRS APARTMENTS, TYP OF 2 THIS BUILDING 264 SEE SHEET C4.1 PUBLIC SEWER MAIN EXTENSION & SERVICES SEWER SERVICE STUBS FOR FUTURE CONNECTION 0 8"GI � $.. I rF of �oP � N SEE PLAN & PROFILE ON SHEET C4.1 O SEE SHEET C4.1 � �, y'4NAPp�-�� 6/14/19 0 � ® O ® T E E KE 0 O ° E O ® BIKE ® O ❑E O❑ SD - O N IL \ I . V SDSD , SD ;;cli ----------------------------------- ------------------------------------------------------- ---- L---------------- ----------------------- - ---------------------- O 8'$ / 1 I I I Z- ------ ----------- I 00 I 8"S - - 8"S 8"S 8"S - - 8"S MW -------- -------------------� 0 C9 I ---- ----------------------- I FIRE LINE & DUEL METERED T r I I o E . IDAHO AVENUE I y NaCU _ __________L_________�_ _1 SERVICE TO RISER ROOM I I � , I I 2';SID ; SEE SHEET C4.2 ; `° ; I CU B..W ..W i I I I ' I I I I I ICU i I I I I •— LL N I I---- ----- ------ $ I W $ 11W 8"W 8"W I N N O BUILDING FOUNDATION PER W wO O ' STRUCTURAL DRAWINGS TYP I 06 a� Ir- -- r----'--_ ---- _ - --'-------• ----'• - - - - - 0-- - - 1 Lii _ R/Y1i, -__ , _ R _ _ --- �� — — — r- — • I N E I - - - - \ :,.... I I I ' W O o RISER ROOMCU CITY STANDARD STREET LIGHT, TYP " - � ; �� 1i � ELECTRICAL ROOM �° °° � a o Q CN W NEW MIXED USE BUILDING B boo b° o�o��g� T SEE SHEET C4.5 & SITE ELECTRICAL PLAN (SHEET E1 .0 -- -- - - 1°° ° ; ° �7 �� � '� LLl 10 00 0 o I S O po po od CM I - I000 of - - PO 9 L ■ - -- -- -- -- ' o b o PIUJ 000 00 G G -- - o 0 o Q 00� w --+ )EGATE ❑■ h �/ LLI -- - TUCK-UNDER PARKING AT GROUND LEVEL TUCK-UNDER PARKING AT GROUND LEVEL j a r p o °� a /< ) W GI y p -- - - -- U b m °-- - ^ C I W 001 ° °°d BUILDING TO REMAIN E CU o 01 a C . G Lu H F- Li - _ N O O O I Z 41 Uu M E o 0 0 0 0 o STORM DRAINAGE Q o o -- - TUCK-UNDER PARKING AT GROUND LEVEL �o 0 0 O O 0 O ti Q -- ---, r--- -- _,- 0 0 0° O o O , SEEPAGE BED, TYP OF 2 3 boon o 0d G 0 I Z 10000° 0° °I SEE SHEET C3.0 000 0001 -- -- O " W i - - - ------ lii H H �% N TUCK UNDER PARKING z o CARPORT L.L � AT GROUND LEVEL ❑ _ <R/W M 000 R/W R/W' GI ---- — RIW R/W I W TV T L___ ,r __J TV TV TV ------- TV O Q I i G T T T .. T 8.S T ST 8T 8"S - 8"S 8"S 8"S O - 8"S cliO 8"S FI< .. G G G G 8"S Z A C H D ALLEY F/O /o o --------- -- ------------------------- �G .............; ........................................................................ ------------------------------------ -_.......... G Q // T Rill� T L.I. li 8"GI UGP I ---- I --- --- - -R/W — — — OHP ^^ ______ GI UGP 1.. W -------rtt7ytt------—--------RW------ -- ---- KIW-----T T_----- --T--__ — — I#/W — GIB R/W — T T-- C�inl - i W --- 8.. I o0 TR \%7 I MON SIGN Od O o o i CARPORT / TUCK-UNDER PARKING Al GROUND LEVEL z 3 REALIGNMENT OF EX GRAVITY IRRIGATION LATERAL - 0 PUBLIC UTILITIES" MODIFICATIONS T S N SEE SHEET C4.4 „ „ 1 SEEPAGE BED A SEE SHEET C4.5 F-F- P----------------- I — G ° REALIGNMENT OF EX WATER SERVICE I r----- r--- L LL I I ___ I' SEE SHEET C4.2 ----- EX CENTURYLINK UNDERGROUND LINE TO BE RELOCATED UNDER SIDEWALK TUCK-UNDER PARKING AT GROUND LEVEL ~ SEE SHEET C4.5 COPYRIGHT ©2019 Lindgren:Labrie o Architecture, PLLC Any use, reproduction ����Q or modification of the documents or the ELECTRICAL ROOM y O � -_ _ ;-.. information contained herein without the Q I Z ; ; -!; prior written permission of Y -- --- BUILDING FOUNDATION PER Lindgren:LabrieArchitecture, PLLC N ~� j i Q r -- -- _ __ -_ -_ violates the Copyright laws of the United STRUCTURAL DRAWINGS, TYP I I - States and will subject the violator to I r ° I BUILDING TO REMAIN ' - g legal prosecution. FIRE LINE & DUEL METERED I o -- - -- w I ; DRAWING SET ISSUED FOR SERVICE TO RISER ROOM ; Z ' EX SUBSURFACE STORMWATER SEE SHEET C4.2 �..F L NEW MIXED USE BUILDING "A" _. CITY PERMIT SET DISPOSAL SYSTEM TO REMAIN I ' I i t ' 0 ° ; - RISER ROOM N —r ° - - __ - PIV -00 _ OVERALL N TM FDC0 F I -- - N 1 I _ W GI Z - O W O ---- --- _. 1.. ............ - o z LL o - - R R/W o ® o /W R E UTILITY PLAN a TE - - - m — ., G •, ❑ LL "GI s, DRAWING SHEET REVISIONS 8"GI 8" I 8 GI 8"GI 8"GI 8"GI 8"GI 8"GI 8'GI 8"GI $ -- - ----- --- - --- --- ------AB�ANDOIdEDj6"iAFA�ER Nic=- N-N --- ♦`♦--- - - ----- DATE REMARKS :-- --�--- ----AB TfR�iIVF--------------- ---------- ---- ---------- ---------- --- I - T ♦♦ — T --ABANDONED-W'WATER LINE----- - L� F- 3 j I o00 O.,W o 10"W 10"W 10"W 10"W I II 10 W I I 10"W <n 8,10"W 10"W 10"W 10"W - cli AQUASHIELD O L________J Ri p I 10, OLL O 10"W 18"S 18"S 18"S - 18"S -------------------- 1$.. 18"S 18"S O � I ~ 18"S 18"S _J 18"S 18"S 0 18"S --- 0 1$"S E . B R 0 A D W A Y AVENUE I I I i I 8•. WO O❑ O S. - O❑ 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O' O❑ 15"SD 15"SD I I I i I BEA I I I I DRAWN BY: yV Q JER9 r ` GI CHECKED BY: F° 14 JUNE 2019 z W I 0 15"GI N SCALE: AS NOTED o OVERALL UTILITY PLAN i SEWER SERVICE TO SERVE GROUND FLOOR JOB NO. 20 0 20 40 COMMERCIAL SPACES (WITH 2 GREASE Li INTERCEPTORS) & UPSTAIRS APARTMENTS SEE SHEET C4.1 C400 0 a 2612 2612 HORIZONTAL & VERTICAL ALIGNMENTS STATIONING SEWER STATIONING BASED ON PIPE CENTERLINE. EX SSMH N12-585 1 LABELED PIPE LENGTHS ARE CENTER OF 0 4 8 0 20 40 RIM = 2605.99 STRUCTURE TO CENTER OF STRUCTURE, PIPE SLOPES ARE BASED ON LABELED PIPE LENGTHS EXISTING GROUND SURFACE PROFILE AT PIPE INV IN (E) _ ±2589.18 (8") VERTICAL SCALE HORIZONTAL SCALE 2608 CHANNEL FL = 2588.14 (21" SS MAIN FLOWING 2608 SOUTH TO NORTH) ____ --------- ------- ------- 0 SEWER KEYNOTES SEWER NOTES - - - - - - - - - - - - - - - - --- 2604 I 1 1. CONFIRM INVERT OF EXISTING SEWER MAIN STUB,ADJUST NEW INVERT INTO SSMH 9. UTILITY TRENCH REPAIR PER ISPWC SD-301 &SD-303(ACHD SUPPLEMENTAL). SEE 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE 2604 #1 AS NECESSARY,ADJUST NEW UPSTREAM PIPE INVERTS ACCORDINGLY IN ACHD NOTES 3&4 ON SHEET C0.1. SEE GENERAL NOTE 3 THIS SHEET. SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR I I 0 NEW SSMH #1 ORDER TO MAINTAIN DESIGN PIPE SLOPES, PROVIDE DETAILED AS-BUILT SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING Q NEW SSMH #2 10. SEE CITY OF MERIDIAN WATER NOTE#3 ON SHEET C0.1 FOR POTABLE/ I I STA: 0+00.00 INFORMATION TO PROJECT ENGINEER. NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE INTERFERENCES. UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR STA: 4+00.00 ■ I I RIM = 2605.76 2. REMOVE EXISTING SSCO N14 469 AND EXTEND MAIN PER ISPWC AND CITY OF ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES RIM = 2608.04 I I 11. SEE CITY OF MERIDIAN WATER NOTE#2 ON SHEET C0.1 FOR POTABLE/ CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 2600 I I NEW INV IN (E) _ ±2589.55 (8") MERIDIAN STANDARDS. NON-POTABLE MAIN INTERFERENCES. INV IN (E) = 2591.25 (8") ANY AND ALL UNDERGROUND UTILITIES. 2600 L I N D G R E N : L A B R I E I I EX INV OUT (W) _ ±2589.45 (8") 3. INSTALL STANDARD 48 INCH I.D. SEWER MANHOLE TYPE A PER ISPWC SD 501. 12. EXISTING 8"WATER MAIN,TOP PIPE=±2601.7, BOTTOM PIPE=±2600.9 BASED ON 2. SEE CITY OF MERIDIAN STANDARD SEWER NOTES ON SHEET C0.1. INV OUT (W) = 2591.15 (8") 4. INSTALL'T'-TYPE CLEAN-OUT PER CITY OF MERIDIAN STANDARD DRAWING No. S1. ASSUMED 48"COVER(TO BE CONFIRMED BY CONTRACTOR) 0 NEW SSCO#1 ARCH ITECTU RE I I 2 EX SSCO N14-469 3. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS I I 5. INSTALL 8-INCH SEWER MAIN PER ISPWC STANDARDS, SEE SHEET 0.2 FOR DETAILS. FIELD FIT 4"AND 6"SEWER SERVICES AND GREASE INTERCEPTOR, PLACE SEWER STA: 5+27.28 I I CONCEPTUAL ONLY. CONTRACTOR SHALL ADJUST WIDTH AS I I COVER = 2605.76 6. INSTALL SEWER SERVICE TYPE"B"PER ISPWC SD-601 (ACHD SUPPLEMENTAL), PIPE SERVICES 18"BELOW WATER MAIN OR USE WATER CLASS PIPE(PVC AWWA C900 NECESSARY TO INSTALL SEWER MAINS, MANHOLES,AND COVER = ±2607.93 2596 I j 8 INV OUT (W) _ ±2589.45 SIZE PER PLAN. OR ASTM D2241 PVC PRESSURE PIPE). SERVICES. 8 INV OUT (W) = 2591.76 2596 7. INSTALL 4"x 6"WYE. 13. EXISTING SEWER SERVICE, SEE DEMOLITION PLANS FOR INSTRUCTIONS& 4. NEW SEWER MANHOLES&CLEAN OUTS WILL BE ASSIGNED AN I I COORDINATE WITH CITY OF MERIDIAN SEWER DEPARTMENT. I.D.#BY ASSET MANAGEMENT AT TIME OF RECORD DRAWINGS. I I 8. INSTALL 1,500 GALLON GREASE INTERCEPTOR(PRODUCT SUBMITTAL REQUIRED) I I W/TWO(2)STANDARD MANHOLE COVERS&FRAMES PER ISPWC SD-507, RIM ELEVATIONS PER GRADING PLANS, COORDINATE VENT PIPING, CLEANOUTS, & 2592 POINT OF CONNECTION (POC)WITH PLUMBING PLANS. NEW 127.3 LF 8" SS @ 0.40% ° 5 NEW 400.0 LF 8" SS @ 0.40 6 2592 510NAC 11 0 EX 40 LF 8 @ 0.67/° �p�C��1S TF9�Ciy� (RECORD DRAWING INFO) L_ -------- -------- SEWER PROFILE `'�' rF OF 10P , -0+60 -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 4+20 4+40 4+60 4+80 5+00 5+20 5+40 j'qN AP- 2/18/20 i i o T � E o ® O � i E @ E KE �W QN E @ ® B� ® W T ❑E O❑ SD U. ° 1 ±178°- 2 -EX SSCO N 14-469 --- 6-8"SS INV=±2589.70----- 10 - ------------------------------ ----------- 8 - INV=±2590_37-6q--)L L -------------------------------- 8"SS INV=_2590.92 6 ---6-8"SS INV=±2590.94 .. SD SD � O SD O 0+ 0 1+00 11 10 - ---------------------- ------------------------------+----- �� CO N r- 180° --- -� M 2+00 0 ° 10 4+0 1 �- ------ ----5+00---, _ 00 as ® ss sS aS a 90 90 s"s - r a's _-� O EX 40 LF 8" 0.67% i U 90° 90° + r -------- ---------------- EX SSMH N12-585 @ -------------------T------------------ - - ----------------------T r ---------------------� r----------- --------------------------- (RECORD DRAWING INFO) i ' ---------------------- - ------ --------- I I I NEW SSCO#1 4 o_�_ �, 11.0' I t 10 9 IrJ) I a N (a 3 NEW SSMH #1 co - o I 1 E . I D A H O AVENUE . 19 NEW SSMH #2 3 9 0 ----i---------CO--- GO SOUTHERN LIMITS OF NEW PAVEMENT TO COINCIDE WITH 9 I � z 12-ISD i STRIPED CENTERLINE, NORTHERN LIMITS TO COINCIDE g i ' I - 7 5.0'MIN SEPARATION I I W s"W �VV I I I 4"SS INV=±2602.82 1 I CU WITH STRIPED PARKING LANE(SEE SHEET C5.0) � I I i O 10 12 � 4"SS INV IN=+2603.26, 8 10 '�J � 7 6"SS INV=±2602.74 i i i 1� i ■ - LL I 4"SS INV OUT _2603.09 I 10 I 10 - ----- o N ----- " ------- 8 - : 'W 8' - -8-W a"W 8"W I � N-N --- I O 8 I ' WW OT ■ � id HH it r-.-.-- - --------- ----- - it - ---------- -- ------ - - V V ❑E I, . r 1A1 - I RI R - - - R R/W .. IVV .. - > > 6 SS WASTE LINE INV POC=2601.82 4 SS GREASE LINE INV POC-2602.82 4 SS GREASE LINE INV POC-2603.32 6 SS WASTE LINE INV POC-2 BUILDING FOUNDATION PER o.. °� " �° - @ @ 603.32, I STAMP"S"IN SIDEWALK AT PIPE CENTERLINE w Q COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS I O STRUCTURAL DRAWINGS, TYP 6-INCH FLOOR STEP �, I -E ° � N E W MIXED USE BUILDING 111311 l p II ; SEE STRUCTURAL DRAWINGS ' , i ; � � 4"SS SERVICE STUBS � c? N LL I b o o° b o o° 4"NVUT 603.00 � l000 oo� I S O I - 000 00 FFE 2606.82 FFE 2607.32 - a o o Q o o d M P00 ? ooI I I Mco _ 00 oa L.LJ ° b 000 i O ■ - -- 06 UJ G 6-INCH FLOOR STEP - - ;__ ° GO 4 0 0 �Q� LL.I )ELATE �■ SEE STRUCTURAL DRAWINGS o Ih° 0 0 0 o � o LL +r N j FFE 2606.32 TUCK-UNDER PARKING AT GROUND LEVEL TUCK-UNDER PARKING AT GROUND LEVEL I o W o o 7 GI � l0 Q 4 00 (n a BUILDING TO REMAIN E 0 EX SEWER SERVICE TO REMAIN LU z J G G a `---- - - - �0000 0 ) O q I ° z -- - -- -- 8 0 �0000 000 �@�� z "Sk3 6'sS OOOO °O �M@ (� 0M O E ' , _ -- --- 0000 000 �lU C E ': ; � __ _______________ % TUCK-UNDER PARKING AT GROUND LEVEL �o O o O o 0 o I G ti - FFE -3 Q - ---, 3 r--- -- 0 o I 04 z oo° to 0 0 0 0 lo00000001 000 �o to 000V ° z 0 0000 G i e sy, G O L d J _J `_-- to TUCK-UNDER PARKING CARPORT EX SEWER SERVICE TO REMAIN - AT GROUND LEVEL EX SSMH N14-28 w O -I-; 13 I @ @C�� RIM = 2608.76 _ oo�oo° „ - w I _ + - - - INV OUT W _2599.7 R/W R/W< 8 8 R/W R/W R/W EX SSMH N 12-584 i Tv L--- .r -J TV ` TV TV --- TV I ------------------- --------t ------------ ( ) RIM = 2605.64 I T G r - T T T 8T 8"S s"s 8"s O a"s 8" INV IN (E) _ ±2596.74 O F/o /o T ------- c -- ---------T----------------� G �G G --- . . • • •• •• . 1...�...........:'G I G Q ACHD ALLEY -- - --- al CHANNELFL = 2588.47 w r- ---�T---------------- �T l = aih 8"GI 8"GI 8"Z� 8"GI GI UGP UGP - - --�Q�.iF ------- - - U1--------- - ---------- B..GI 8•'GI of RIW ------- E HP OHP ------- ------__------�21Vir------ -- ----7t/VV ------�� - KIVlr--T- - - - I�IVU - - �� RIW __ - .__. 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STRUCTURAL DRAWINGS, TYP violates the Copyright laws of the United �f I nn i UJ z i r = _ __ States and will subject the violator to Z p I I > Y I FFE 2609.44 legal prosecution. 1 BUILDING TO REMAIN I 0 � f , I U Q I , T DRAWING SET ISSUED FOR NEW MIXED USE BUILDING "A" I CONSTRUCTION j M 4"SS GREASE LINE INV @ POC=2604.77, t FQ o c� COORDINATE WITH PLUMBING PLANS 0 4"SS GREASE LINE INV @ POC=2606.11, - -- 6"SS WASTE LINE INV @ POC=2604.52, _ ---- SEWER PLAN j HH p zr------- 0 N 7 N FDCo PFV i W"'W COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS TM I --- OO o o I _ --- --- {L I; .. - - - - --- - - - - - R R/W & PROFILE L14 TE ® o --------- y.; ---- -- --S -- -------'- ----- . . . . --... 8"GI 8" I 8 GI &"GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI 3 LL 4 SS INV -+2605.94, 4 SS INV=±2604.22 MAX DRAWING SHEET REVISIONS ---- - 4 SS INV OUT=±2605.77 - 4.04 - ,...... ° A� TER{+N�------------ ' ---------- ,-- RECORD DRAWING INFO AeAwDc3►vEDIs"�nIA�ER-L-I�Ie- N-N-�- - - �- - .. 8 -- -- 3 - SS - � Q DATE REMARKS �- --- -- --- a` 6'S �BAND(;NEF�6"i11FATER LFNE----- x EX SSMH N14-14 �- -------------- - - --------------------------------------------------------------------------------------------------- r------ ------------------------------------------------------------------------------------------------- SS 0 --------- ----------------------- -- --- --------- ------------------ ......................... 1 2/18/20 SEWER ALIGN. cliRIM = ±2606.17 °°° -�o..W N _2593.19 1 o"w i i 1 o"w AQUASHIELD O 1a'w 1o"w 18 INV IN E _ + 1o"w 1o"w 1a'w 1o"w 1o"w W � 18" INV OUT (W) = ±2593.09 -----J 4"SS INV IN=±2604.70, 8 10 I � i 8 ci o 10" 1 o"W 4"SS INV OUT=±2604.53 Ali EX 251 LF 18 PVC - 18'S -- - - - - 18' 1 18" �� 18"S ° EX SSMH N14-462 i 1 s"s -------------- -- � �/ I 6 8"SS INV=±2593.24 o RECORD DRAWING INFO 9 RECORD DRAWING INFO I O EX SSMH N14-141 E B R 0 A D W A Y AVENUE ( ) �e•. EX SSMH N14-306 W O O❑ O aS..56 O 15"SD 15"SD 15"SD 15"Sp 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O❑ 15"SO RIM = ±2609.45 18" INV IN (E) = ±2593.37 18" INV IN (S) = ±2594.13 DRAWN BY: BEA w N 18" INV OUT (W) _ ±2593.27 Z M G► CHECKED BY: JER O w DATE: 18 FEB 2020 Q W "GI -- N SCALE. AS NOTED SEWER PLANF Ss�O JOB No. R171127 0 0 20 0 20 40 w W RENNISON ENGINEERINGC401 PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 a Q WATER KEYNOTES WATER NOTES 1. EXISTING WATER SERVICE AND METER, SEE DEMOLITION PLANS FOR INSTRUCTIONS& WATER SERVICE CONNECTIONS WITH 2-INCH SETTERS&METERS PER CITY OF 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN COORDINATE WITH CITY OF MERIDIAN WATER DEPARTMENT. SEE WATER NOTE 6 THIS MERIDIAN STD DWG No.W4(SEE SHEET C4.3), COMBINE 2"SERVICE LINES INTO ONE(1) APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION SHEET. 3"SERVICE LINE BEYOND METERS(LENGTH OF 2"SERVICE LINES FROM METER TO 3" OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES 2. EXISTING BUILDING FDC&WATER SERVICE, SEE DEMOLITION PLANS FOR LINE TO BE EQUAL PER CITY REQUIREMENT), COORDINATE BUILDING POINT OF ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY INSTRUCTIONS&COORDINATE WITH CITY OF MERIDIAN WATER DEPARTMENT. SEE CONNECTION(POC)WITH PLUMBING DRAWINGS(SHEET P2.5A). LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. WATER NOTE 6 THIS SHEET. 9. BUILDING"B"'DOMESTIC WATER SERVICE(FOR GROUND FLOOR COMMERCIAL/RETAIL 2. SEE CITY OF MERIDIAN STANDARD WATER NOTES ON SHEET C0.1. 3. UTILIZE EXISTING 3/4"WATER METER FOR ON-SITE PLANTER BED IRRIGATION SOURCE &ALL APARTMENTS ABOVE):TOTAL DOMESTIC DESIGN DEMAND=212 GPM (CONFIRM 3. SEE CITY OF MERIDIAN STANDARD DRAWINGS&APPROVED PARTS LIST ON SHEET C4.2. R E N N I S O N ENGINEERING (DRIP IRRIGATION- 1,847 SF PLANTER BEDS), INSTALL A REDUCED PRESSURE WITH PLUMBING CALCULATIONS ON SHEET P0.1A, NOTIFY ENGINEER OF ANY 4. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 BACK-FLOW ASSEMBLY(RPBA)(SEE WATER NOTE 5 THIS SHEET), COORDINATE POINT DISCREPANCY), LOCATE EXISTING 8"WATER MAIN AND INSTALL TWO(2)2-INCH CONTRACTOR SHALL ADJUST WIDTH AS NECESSARY TO INSTALL WATER MAINS AND g OF CONNECTION TO IRRIGATION SYSTEM WITH LANDSCAPE DRAWINGS. WATER SERVICE CONNECTIONS WITH 2-INCH SETTERS&METERS PER CITY OF SERVICES. MERIDIAN STD DWG No.W4(SEE SHEET C4.3), COMBINE 2"SERVICE LINES INTO ONE(1) 4. GENERAL LOCATION OF IRRIGATION SLEEVING, SEE LANDSCAPE DRAWINGS FOR 4"SERVICE LINE BEYOND METERS(LENGTH 2"SERVICE LINES FROM METER N 5. PER CITY OF MERIDIAN STANDARDS, REDUCED PRESSURE BACK-FLOW ASSEMBLIES SIZING, MATERIAL, ETC. LINE TO BE EQUAL PER CITY REQUIREMENT), COORDINATE BUILDING POINT OF (RPBA)SHALL BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY 5. REALIGN PORTION OF EXISTING DOMESTIC WATER SERVICE LINE TO EXISTING TWO(2) CONNECTION (POC)WITH PLUMBING DRAWINGS(SHEET P2.5A). (DEQ),THE CITY OF MERIDIAN WATER DEPARTMENT,AND LISTED IN THE MOST ■ METERS SERVING SOUTH END OF BUILDING TO REMAIN, INSTALL NEW WATER MAIN 10. SEE CITY OF MERIDIAN STANDARD WATER NOTES No.2 AND No.3(SHEET C0.01) FOR CURRENT VERSION OF THE LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES TAP PER CITY OF MERIDIAN STD DWG No.W1 (SEE SHEET C4.3), MATCH EXISTING PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC SERVICE LINE SIZE&MATERIAL. NEW WATER EASEMENT TO BE PROVIDED ACROSS HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS BETWEEN POTABLE AND RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA(USC). L I N D G R E N : L A B R I E LOTS 1 &2 AS SHOWN. NON-POTABLE MAINS AND SERVICES. A R C H I T E C T U R E 11. REPAIR ASPHALT CONCRETE PAVEMENT AND CONCRETE VALLEY GUTTER AND CURB 6. PER CITY OF MERIDIAN STANDARDS, UNUSED SERVICE LINES SHALL BE ABANDONED AT 6. 6-INCH HOT TAP ON EXISTING 10"WATER MAIN, INSTALL THRUST BLOCK PER CITY& &GUTTER PER ACHD STANDARDS, SEE WATER NOTE No.4 THIS SHEET. THE MAIN BY CLOSING THE CORPORATION STOP, REMOVING THE SERVICE LINE,AND ISPWC STANDARDS, INSTALL 6"GATE VALVE AT MAIN, INSTALL±80 LF 6"PVC C900 FIRE INSTALLING A CAP OR COPPER DISK AT THE BACK OF THE FITTING. UNUSED EXISTING SERVICE LINE TO BUILDING"A"FIRE RISER ROOM POINT OF CONNECTION, INSTALL 6, 12. ADJUST EXISTING WATER VALVE BOX LID TO GRADE, INSTALL CONCRETE COLLARS. VALVES AND BLOW-OFFS SHALL BE REMOVED AND INSTALL BLIND FLANGES WHERE • 90' FITTING&THRUST BLOCK AT ANGLE POINT SHOWN (NOTE: COORDINATE WITH 13. SEE STORM DRAINAGE PLAN (SHEET C3.0) FOR PIPE MATERIAL. APPROPRIATE. DESIGN-BUILD FIRE CONTRACTOR&ADJUST FIRE SERVICE LINE SIZE,AS NECESSARY). 14. 6-INCH HOT TAP ON EXISTING 8"WATER MAIN, INSTALL THRUST BLOCKS PER CITY& 7. 6-INCH HOT TAP ON EXISTING 8"WATER MAIN, INSTALL THRUST BLOCK PER CITY& ISPWC STANDARDS, INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN ISPWC STANDARDS, INSTALL 6"GATE VALVE AT MAIN OR WITHIN SIDEWALK IF WITHIN STANDARD DRAWING No.W8. CURB&GUTTER, INSTALL±20 LF 6"PVC C900 FIRE SERVICE LINE TO BUILDING"B" FIRE 15. INSTALL SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STD DWGs No. RISER ROOM POINT OF CONNECTION (NOTE: COORDINATE WITH DESIGN-BUILD FIRE W1 &W2(SEE SHEET C4.3), UTILIZE EXISTING SERVICE TAP IF POSSIBLE. SEE NAC O CONTRACTOR&ADJUST FIRE SERVICE LINE SIZE,AS NECESSARY). LANDSCAPE DRAWINGS FOR NEW 1-1/2"CHECK VALVE&REMOTE CONTROL VALVE ISTF9�G'/,1,� " 8. BUILDING"A"'DOMESTIC WATER SERVICE(FOR GROUND FLOOR COMMERCIAL/RETAIL AND FOR CONNECTION TO EXISTING CITY STREET TREE IRRIGATION SYSTEM. 4 cli &ALL APARTMENTS ABOVE):TOTAL DOMESTIC DESIGN DEMAND= 134 GPM (CONFIRM 16. SEE LANDSCAPE DRAWINGS FOR MODIFICATIONS&EXTENSION OF EXISTING STREET rn 2 64 WITH PLUMBING CALCULATIONS ON SHEET P0.1A, NOTIFY ENGINEER OF ANY TREE TREE IRRIGATION SYSTEM (2" PVC LATERAL&2"CONDUIT FOR IRRIGATION `'�' DISCREPANCY), LOCATE EXISTING 10"WATER MAIN AND INSTALL TWO(2)2-INCH WIRE). ❑■ 8"GI 8" 1 lF OF 10P N I�' I�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ssco vv SOT �' ygNAPP�-�� s/2o I 0 � 14 I 10 0 0 ® I E E KE E�nwlg� O� Q 11 E W ® BIKE ® O T O SD O N 22.5 BEND(6-INCH) U. o SD SD - SD O - LF 6"PVC ------------------ O �__ ------ --------- Oco 8'S i O 8"S 8"S 8"S 8"S 8..S "S 8"S 8"s 8"S 8"S O g••S g S �_ g••S 1 00 C9 I Ir------------------- T ----- T--------------------------- -- — —r ---- � � E . 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L G ° REALIGNMENT OF 4 �'�`� 5 1 I s" i �L� r----- -- I r---------i - - EX WATER SERVICE a I COPYRIGHT ©2020 Lindgren:Labrie o ���� -- -- - Architecture, PLLC Any use, reproduction TUCK UNDER PARKING AT GROUND LEVEL �Q b - or modification of the documents or the ro information contained herein without the I i Ib Y 1 - --- BUILDING FOUNDATION PER prior written permission of 1 b� Lindgren:Labrie Architecture, PLLC 1 Q _ violates the Copyright laws of the United p �� _ __ STRUCTURAL DRAWINGS, TYP I i �k o States and will subject the violator to LLJ ° BUILDING TO REMAIN i 4 „� - legal prosecution. r 1 --- LL y DRAWING SET ISSUED FOR NEW MIXED USE BUILDING "All - CONSTRUCTION I 1 'F m O 1 Fe o ; �, ; 4 RISER ROOM N I00 I-� p zr p c PIV II w N �TM FDco F - - -- - WATER b - z GI I-....:... _ YY 4— �_ _�_ - �' LL . SLV _ _ _ _ _ _ p ,,,, � � � SERVICE PLAN R R/W O /W R — — a TE ® ❑ 1Ho 8"GI 8" I 8 GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI $"G - �, DRAWING SHEET REVISIONS - m 1 -�--- -- - ----- --- ----AB TfR��IVF---------------i- --------i- --------- - -- - - - - ---- -- -- --- --- -------------------AEsAi�tDONDj6"11ih4 ERN�IE- i�-�, io-- o O _ CO T + �4BAIdDOfVED-W'WATER LINE--- Q DATE REMARKS N .............................................. -------------------------------------------...-----------------------------------------------------------..-----....------------......--------------------------------------------------------------------- -------------------------------- --------------- ___ ___ __._.____ .__ ---.----......... ............................------------------------------------- _ I r � 1 2/18/20 BLDG A WATER cli p 11 1 1 a cn iv AQUASHIELD O 10"W 10"W 10" 1 1 10 �1o"W 1 8,10"W 10"W L 10"W -1 L_ � ci INTENDED TO REPLACE EXISTING 2"LATERAL zo 16 (ANTICIPATED TO BE DAMAGED) 10, ° 10"W 5 8 6 o ------- 18' O 18"S 18"S 18"S 1 .. 18"S 18"S z 18"S OO 18"S 18"S Q L_J • 18"5 --- O ,8"S 1 E . BROADWAY AVENUE 18"S WATER METER LOCATIONS, FIRE LINE ALIGNMENT 18'S 18'S O W O O❑ �❑ assb - O c 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O❑ 15"SD 15"SD w I I I i I I I I i I X BEA DRAWN BY: W Q cli JER M GI CHECKED BY: N O w DATE: 18 FEB 2020 z I I W I O 15"GI N SCALE: AS NOTED 4 y WATER SERVICE PLAN JOB NO. R171127 0 0 20 0 20 40 w W C402 0 a 7/ RENNISON ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 City of Meridian Approved Parts List (Revised 05/03/18) City of Meridian Approved Parts List (Revised 05/03/18) City of Meridian Approved Parts List (Revised 05/03/18) City of Meridian Approved Parts List (Revised 05/03/18) L I N D G R E N : L A B R I E To be used with City of Meridian Supplemental Specifications Standard Drawings To be used with City of Meridian Supplemental Specifications Standard Drawings To be used with City of Meridian Supplemental Specifications Standard Drawings To be used with City of Meridian Supplemental Specifications Standard Drawings A R C H I T E C T U R E Note:If there are no approved arts listed for items called out on an Meridian Standard Drawings,then all arts that meet the requirements found in appropriate Note:If there are no approved arts listed for items called out on an Meridian Standard Drawings,then all arts that meet the requirements found in appropriate Note:If there are no approved arts listed for items called out on an Meridian Standard Drawings,then all arts that meet the requirements found in appropriate Note:If there are no approved arts listed for items called out on an Meridian Standard Drawings,then all arts that meet the requirements found in appropriate pp p Y g, p qpp p Y g, p qpp p Y g, p qpp p Y g, p q sections of the ISPWC,Meridian Supplemental Specifications,and AWWA Standards will be accepted. sections of the ISPWC,Meridian Supplemental Specifications,and AWWA Standards will be accepted. sections of the ISPWC,Meridian Supplemental Specifications,and AWWA Standards will be accepted. sections of the ISPWC,Meridian Supplemental Specifications,and AWWA Standards will be accepted. STANDARD DRAWING NO. G5 STANDARD DRAWING NO. W14 � LEGEND STANDARD DRAWING NO. W3 STANDARD DRAWING NO. W8 LEGEND REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT LEGEND NOTES REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT NOTE NO.1 LOCATE STATION 1.RHINO HIDEOUT WIRE STATION WITH LOCATING PLATE REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT ITEM NO.1 BALL CORPORATION STOPS(1") 1.FORD FB-1001-4GNL 2.CP TEST&VALVE PRODUCTS MINI TEST STATION ITEM NO.2 BRANCH FITTING-1"COMP X 3/4"MIP(X2) 1.FORD U68-43 NOTE NO.1 JOINT RESTRAINT 1.EBAA IRON 2000PV MEGA LUG 2.MUELLER B-25009N NOTE NO.2 MARKER POST 1.RHINO 3-RAIL FIBERGLASS POST WITH POLYTECH COATING, 2.MUELLER H-15364N DECAL PROVIDED BY CITY OF MERIDIAN 3.AY 708UBM NOTE NO.3 LOCATE STATION SEE DRAWING GS 3.AY MCDONALD(AY)74701B-3G LOCATING WIRE-OPEN TRENCH 1.COPPERHEAD SUPERFLEX 1230 TRACER WIRE ITEM NO.3 BALL VALVE-3/4"FIPT X FIPT(X2) SEE DRAWING W1 ITEM 7 CONNECTOR SEE DRAWING G5 ITEM NO.3 VAULT RAVEN RMB-FB 20X24X36,RAVEN RMB-R-T 20X24X36 2.PRO-TRACE HF-CCS HIGH FLEX TRACER WIRE LOCATING WIRE SEE DRAWING G5 ITEM NO.4 SERVICE SADDLE 1.AY 4835ACNA{ LOCATING WIRE-DRILLING/BORING 1.COPPERHEAD SOLOSHOT DIRECTIONAL DRILL TRACER WIRE 2.FORD FC 101 GROUNDING ANODE ISEE DRAWING G5 3.ROMAC 101NS N. ZGISTE, STANDARD DRAWING NO. W4 ITEM NO.7 BALL VALVE(1") 1.MUELLER B-20283N lq v LOCATING WIRE-PIPE BURSTING 1.COPPERHEAD SOLOSHOT PIPE BURSTING TRACER WIRE Q LEGEND 2.FORD 611-444NL 1.COPPERHEAD DRYCONN 3-WAY DIRECT BURY LUG REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT 3.AY 76101 2.COPPERHEAD SNAKEBITE LOCKING CONNECTORS ITEM NO.2 SERVICE SADDLE 1.AY 4835A STANDARD DRAWING NO. W11 ITEM NO.10 METER SETTER(3/4") 1.MUELLER MB 24046AF18 264 CONNECTOR 3.PRO-TRACE TW CONNECTOR LEGEND 2.FORD FC 101 2.FORD VBHC93-18W-CNL BOLTED CLAMP OPTION GROUNDING ANODE(INCLUDING 12 GA WIRE) 11.COPPERHEAD MAGNESIUM ANODE ITEM NO.3 BALL CORPORATION STOPS(1.5"or 2") 1.FORD FB1001-6-IDR7-NL (AWWA X POLY)(1.5") REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT 3.AY 720-D318JDMD-33 I' 2.FORD FB1001-7-IDR7-NL(AWWA X POLY)(2") ITEM NO.1 IVALVE BOX LID 1.TYLER NO.6855 ITEM NO.11 COVER(NON-TRAFFIC AREA) For traffic areas see details in W1 1.EAST JORDAN IRONWORKS EJ 8426C(tapered barrel vaults) F OF 3.AY McDONALD 7470113 ITEM NO.2 VALVE BOX RISER TYLER-33 1-1/2 (AWWAXPOLY)(1.5") 2.AY 74M43XRG(tapered barrel vaults) yqN App�,� STANDARD DRAWING NO. RW1 4 AY McDONALD 7470113-33 2(AWWAXPOLY)(2") 3.D&L B5020(full barrel vaults) 5/6/19 LEGEND 5.Mueller E25009-500 (1.5)-(2) STANDARD DRAWING NO. W12 REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT ITEM NO.6 BALL VALVE CURB STOP FIP X MIP 1.FORD B81-666-NL(1.5");B81-777-NL(2") ITEM NO.12 COMPRESSION FITTING(3/4"MIP x 1"GRIPTIGHT) 1.FORD C86-34-G-NL NOTE NO.5 VALVE BOX COVER 1. EAST JORDAN IRON WORKS PRODUCT NUMBER 33170901 3.AY McDONALD 76107 1 1/2 LEGEND 2.AY 74753-3G 4.AY McDONALD 76107 2 REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT LOCATING WIRE ISEE DRAWING G5 NOTE NO.3 VALVE BOX FRAME 1. EAST JORDAN IRONWORKS PRODUCT NUMBER 33470900 5.Mueller B20285-500 Curb Valve with no lock and 1/4 turn ITEM NO.8 JOINT RESTRAINT 1.EBAA IRON 1900 SPLIT SERRATED RESTRAINT HARNESS N check(1.5)-(2) 2.TYLER UNION SERIES 3000 PP KIT ITEM NO.8 METER SETTER- 1.FORD VBHH 76-21B-11-66-TP6-NL(1.5") 3.ROMAC STYLE 611 INCLUDES: 2.VBHH 77-21B-11-77-TP6-NL(2") 4.FORD 1390 M FLANGEDANGLE BALL VALVE WITH PADLOCK WING 3.AY McDONALD 720B621WFFF 665(1.5") 5.SIGMA PV-LOK SERIES PWP M STANDARD DRAWING NO. W1 BRACE PIPE/EYELETS 4.AY McDONALD 720B721WFFF 775(2") LOCATING WIRE SEE DRAWING G5 KJ NOTES BALL VALVE WITH PADLOCK WING ON BYPASS GROUNDING ANODE SEE DRAWING GS O REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT BYPASS PACK NOTE NO.2 COVER,METER TRANSMITTER-CMP 1.EAST JORDAN IRONWORKS COVER 2405C3; FLANGEDANGLE CHECK VALVE WITH TEST PORT RED BRASS BYPASS C: 2.D&LA-1055-S41 BALL VALVE STANDARD DRAWING NO. W13 NOTE NO.2 COVER,METER TRANSMITTER-HDPE VAULT D&L FOUNDRY D-6018 LEGEND NOTE N0.2 VAULT RAVEN RMB-FB 20X24X36 ITEM NO.8 METER SETER-NO BYPASS .. NOTE NO.3 LOCATING WIRE SEE DRAWING GS ITEM NO.11 HDPE METER BOX 1.RAVEN RMB-R-24-33-42 REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT I 1 WI LEGEND ITEM NO.13 METER LID AND RING(H-20) 1.EAST JORDAN IRON WORKS 2405C3(LID);2440Z(RING/ ITEM NO.8 JOINT RESTRAINT 1.EBAA IRON 1900 SPLIT SERRATED RESTRAINT HARNESSCO .(_o REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT ITEM NO.18 COMPRESSION FITTING(1.5"MIP.x 1.5"COMP) 1.FORD C86-66-IDR7-NL(1.5") 2.TYLER UNION SERIES 3000 PP KIT C ROMAC STYLE 611 ■ � c ITEM NO.1 BALL CORPORATION STOPS(1",CC x COMP) 1.FORD FB-1001-4GNL ITEMS 17&18 POLY PIPE with factory swedgelocked SST NPT ends such as Poly-Cam P/N 720-020OS6SIDR712 and P/N720-0150S6SIDR712 may be used 3. .L 2.MUELLER B-25009N instead of ITEMS 17 and 18. 4.FORD 1390 5.SIGMA PV-LOK SERIES PWP C 3.AY MCDONALD(AY)74701B-3G LOCATING WIRE SEE DRAWING G5 C ITEM NO.2 LOCATING WIRE SEE DRAWING GS CONNECTOR SEE DRAWING GS GROUNDING ANODE ISEE DRAWING G5 ■ O 1 ITEM NO.3 VAULT RAVEN RMB-FB 20X24X36,RAVEN RMB-R-T 20X24X36 LOCATING WIRE ISEE DRAWING G5 ITEM NO.4 SERVICE SADDLE* 1.AY 4835A *(NOTE FOR SUPPLIER-MUST MEET AWWA C-213) 2.FORD FC 101 3.ROMAC 101NS STANDARD DRAWING NO. W5 UJ ITEM NO.7 BALL VALVE(3/4",FIPT x FIPT)(to connect to 1"x 3/4"branch fitting per W3 1.MUELLER B-20283IN LEGEND � > � ITEM NO.7 BALL VALVE(1",COMP x FIPT) 1.MUELLER B-20283N REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT V J ITEM NO.10 METER SETTER(3/4") 1.MUELLER MB 24046AF18 ITEM NO.3 GATE VALVE-4"(FLG X MJ) 1.WATEROUS; W v 2.FORD VBHC93-18W-CNL BOLTED CLAMP OPTION; ITEM NO.15 ACCESS HACTH-H2O RATED W/GRATING AND SAFETY NET 1.BABCOCK-DAVIS; O 3.AY 720-D318JDMD-33 2.XYLEM SAFE HATCH; C ITEM NO.10 METER SETTER(1") 1.MUELLER MB 24046AF18 CONNECTOR SEE DRAWING GS co 2.FORD VBHC94-18W-8144-CNL 3.AY 720-D418DMD-33 W v LOCATING WIRE SEE DRAWING GS � .- ITEM NO.11 COVER(NON-TRAFFIC AREA) 1.EAST JORDAN IRONWORKS EJ 8426C(tapered barrel vaults) � ) w 2.AY 74M43XRG(tapered barrel vaults) 3.D&L B5020(full barrel vaults) (� ITEM NO.12 COMPRESSION FITTING-3/4"SERVICE(3/4"MIP.X 1"GRIPTIGHT) 1.FORD C86-34-G-NL(3/4"X1");C86-44-G-NL(1"Xl") ■ pM� COMPRESSION FITTING-1"SERVICE(1"MIP.X 1"GRIPTIGHT) 2.AY 74753-3G Q 4--i Meridian Supplemental Specifications Approved Parts List Meridian Supplemental Specifications Approved Parts List Meridian Supplemental Specifications Approved Parts List Meridian Supplemental Specifications Approved Parts List Page 1 of 4 Page 2 of 4 Page 3 of 4 Page 4 of 4 U) 5� NOTES 1. NO SERVICE CONNECTION SHALL BE MADE WITHIN EIGHTEEN (18") INCHES OF THE PIPE ENDS. MULTIPLE CONNECTIONS MADE ON THE SAME JOINT OF PIPE Z SHALL BE STAGGERED ON THE CIRCUMFERENCE AND SEPARATED BY A MINIMUM JURISDICTION OF EIGHTEEN (18") INCHES. LINE M 2. METER VAULTS LOCATED IN TRAFFIC AREAS SHALL USE TRAFFIC RATED HDPE CITY CUSTOMER/PRIVATE Q VAULT AND COVER, OR 30"0 CMP WITH GRADE RINGS AND MANHOLE RING AND COVER PER ISPWC SD402. THE COVER SHALL HAVE A 2" HOLE WITH RECESSED FINISH GRADE SLOPE AREA FOR METER TRANSMITTER. TO BACK OF SIDEWALK 11 SEE STANDARD DRAWING W6 FOR 3. LOCATING WIRE SHALL BE TAPED TO SERVICE LINES AT 5' MAX. TAPE TO ELEVATION REQUIREMENTS SERVICE NOT MORE THAN 6" FROM ANGLE STOP (WITH 10 MIL WATERPROOF TAPE.) 4. LOCATING WIRE TO EXTEND TO FACILITY ON "CITY OWNED PROJECTS" FROM X METER. < - 5. FITTINGS TO INCLUDE STAINLESS STEEL INSERTS N 6. PROVIDE LENGTH OF WIRE TO EXTEND 24" ABOVE GRADE WHEN UNCOILED. VA `' 2 0 SERVICE MARKER W 9 STORZ CONNECTION 2 Z FIRE HYDRANT 4 2 1 LOCATE STATION, SEE SEE SEC. 403 SEE DRAWING G5 DRAWING W9 21 1 3 15' SIDEWALK , WJURISDICTIONAL 1 SERVICE 6 �FINI H GRADE LINE LINE TYP. 2 j. I I BURY LINE REFER TO DRAWING W11 5 FINISH GRADE 6" IN.SAND -}.. 12 LEGEND / 0 OVER: 8 1" BALL CORPORATION STOP 11 C ' 15 COVERS SHALL BE CAST IRON, MARKED "WATER" 3"-6" _ LOCATING WIRE WITH BLUE INSULATION COVERS SHALL HAVE A 2" HOLE AT CENTER LOCATING 3/4" TO 1" CLEAN X C COVER SHALL HAVE RECESSED AREA FOR WIRE DRAIN ROCK EXTENDS z Q 3 20" DIA. X 36" POLYETHYLENE VAULT; NOTCH FOR GROUNDING 1AI HORIZONTALLY LOCATING WIRE � SERVICE LINES. TRANSMITTER N N 14 ® SERVICE SADDLE EPDXY COATED FACING WITH WIRE XFROM EACH SIDE OF d STAINLESS STEEL BAND AND HARDWARE AND TYPE CC COMPRESSION FITTING, 3/4" X 1" 3/4" SERVICE 6" VALVE FILTER CONC. BASE AND 11 THREADS © COMPRESSION FITTING, 1" X 1" (1- SERVICE) ) MJ x FLANGE FABRIC THRUST BLOCK AND MAGNESIUM 50 WATER MAIN GROUNDING 1 VERTICALLY TO 2" © 1" SERVICE LINE, NO SPLICING ALLOWED. "M"x 6" TEE ANODE io ABOVE HYDRANT SERVICE 7Q FULL OPENING BALL VALVE, 1" FOR SINGLE SERVICE (MJ x MJ x FLANGE) DRAIN HOLE WITH THRUST BLOCK AND op° 1 MARKER 6" DIA. AND 3/4" FOR DOUBLE SERVICE so 0 00°0 0 0° <„oo o,o �° o CONNECTOR PIPE o oi�°°fo°°°Oj���°o °o c°o o, '°°° 2 ISOMETRIC VIEW OF 16 ® FIRM UNDISTURBED EARTH COPYRIGHT ©2019 Lindgren:Labrie TAP CONNECTION EXTEND SERVICE LINE 10' FROM METER VAULT (SEE 3 Architecture, PLLC Any use, reproduction -NTS- 8 STD. DWG. W3) AND PROVIDE TEMPORARY PLUG REVISED DEC 2017 LOCATING (THREADED IN HIGH GROUNDWATER AREAS). or modification of the documents Or the DRAIN WIRE 18 17 20 0 3/4" METER SETTER WITH LOCKABLE KEY VALVE CITY OF MERIDIAN �� �� STANDARD DRAWING NO. information contained herein without the KEEP CLEAR 10 (3/4" SERVICE) 3/4 SINGLE 3/4 DOUBLE prior written permission of 00 0 1" METER SETTER WITH LOCKABLE KEY VALVE SUPPLEMENTAL �� ' p p o°o:o; • (1" SERVICE) SPECIFICATIONS OR 1 SINGLE Lindgren:Labrie Architecture, PLLC ,00,o,o W 1 I I a-E-I I a-E-I I q-E-I I I+H I q-E-I I+H l a , , ��"i'"'•'i+.'. o,o„o 00 „o NO, ° °„ o °° TO THEIDAHOSTANDARDSFOR WATER SERVICE CONNECTION violates the Co yri ht laws of the United •i �• •�'' 19 °,o o„ ° o ° 0 0 ,, o'o°°%ro°°°o „a„. PUBLIC WORKS CONSTRUCTION p g CAST IN PLACE CONC. LEGEND 7 s°° °° 0•0 °° s °°°°•°, ° °°°• °°o°° States and will subject the violator to o° ♦oo eo°O• ♦o�° o,°,of�, o ,00 ,° oo,,•, VALVE SUPPORT ALL MJ CONNECTIONS w/ THRUST BLOCK 18 e 7 EXTEND 5 FT PAST VAULT 1. WATER MAIN. 5 legal prosecution. SOLID PRECAST JOINT RESTRAINT FITTINGS (4 CIF OF THRUST 2. EPDXY FACED SADDLE WITH CC THREAD AND STAINLESS STEEL STRAP. 6 4 18 OR PER SITE CONDITIONS CONCRETE BLOCK BLOCK REQUIRED) 3. BALLCORP TYPE INLET, AWWA TAPER JOINT (SEE NOTE NO. 5) 4. 1" DIA. GALVANIZED BRACE PIPE (APPROX. 18" LONG), 2 REQUIRED. 6" MIN. 3/4" WASHED DRAWING SET ISSUED FOR 1' X 1' X 2" THICK SOLID PRECAST CONCRETE BLOCK AGGREGATE 1' x 1' x 2" THICK 5. FEMALE THREADED UNION FITTING TO MALE THREADS ON CURB STOP (1-1/2" OR 2"). SECTION OF METER SETTER&VAULT CITY PERMIT SET 2 - SOLID PRECAST 6. BALL VALVE CURB STOP F.I.P x M.I.P. (1-1/2" OR 2") CONCRETE BLOCKS 7. SERVICE LINE (1-1/2" OR 2"), POLY PIPE -NTS- NOTES 6" x 6" x 24" WIDE 8. METER SETTER 9. NA- REVISED JUNE 2018. GRADE RING REMOVED FOR HDPE VAULT. NOTES: 1. SEE STANDARD DRAWING W6 FOR METER SETTER 10. NOTCH FOR SERVICE LINE (FABRICATED WITH HDPE VAULT) ELEVATION AND DRAWING W1 FOR FITTINGS. NOTES 11. HDPE METER VAULT, OR 30"0 CMP WITH GRADE RINGS AND MANHOLE RING AND COVER 1. NO TAP SHALL BE MADE WITHIN 18 INCHES OF THE PIPE ENDS. p, q OF METER VAULT WATER PER ISPWC SD402. 2. THE DIAMETER ( 1-1/2" OR 2" ) OF EACH APPURTENANCE SHOWN 2. LOCATE VAULT ON NORTH OR EAST SIDE OF PROPERTY 1. JOINT RESTRAINTS TO BE USED AT ALL TEES AND FITTINGS FROM MAIN TO HYDRANT. 12, 4"05" CONCRETE COLLAR FOR TRAFFIC AREAS, HEREON SHALL BE THE SAME AS THE METER SIZE. o 2'-0" LINE (P/L). 3. METER SETTERS FOR LANDSCAPE OR PRESSURIZED IRRIGATION S E RV I C E 13. 24" DIA. H-20 LID AND RING & "WATER" COVER. THE COVER SHALL HAVE A 2" 2. ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHOWN ON THIS DETAIL. SYSTEMS - NO BYPASS SHALL BE ALLOWED. I 1 RECESSED HOLE FOR METER TRANSMITTER. 4. IF TWO OR MORE METER SETTERS ARE USED FOR SAME SERVICE - 14. 1 1/2" METER = 13 1/4" WITH GASKETS, 2" METER = 17 1/4" WITH GASKETS. (CITY TO 3. PLACE LOCATING WIRE TO LOCATOR STATION. TAPE TO TOP OF PIPE EVERY 10' MAX. SPACING. SEE STANDARD DRAWING G-5 NO BYPASS SHALL BE ALLOWED. NOTCH VAULT OVER FOR PLAN VIEW DETAILS. PROVIDE) 5. PROVIDE SST INSERTS FOR ALL FITTINGS. °� SERVICE LINE DETAILS 15. CAST IRON VALVE RISER WITH LID- SEE DWG W-11 6. LOCATE WIRE TO EXTEND 24" OUTSIDE OF METER VAULT WHEN o 4. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. 16. 4' DIA. SDR 35 PVC PIPE, NOTCH FOR SERVICE LINE. UNCOILED. I 17. 1 1/2" OR 2" x 6" MIN STRAIGHT POLY PIPE 7. NO ADDITIONAL FITTINGS ALLOWED BETWEEN CORP STOP AND WATER10'-0" 5. ALL FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' RADIUS FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS, (NOT FROM COIL) SERVICE ASSEMBLY. SEE DRAWING W9. 18. 1 1/2" OR 2" COMPRESSION FITTING M.I.P.xCOMPRESSION 19. SOLID PRECAST CONCRETE BLOCK 1' X 1' X 2" THICK DRAWING SHEET REVISIONS 6. HYDRANTS WILL BE INSTALLED TO GRADE TO MANUFACTURES DESIGNATED BURY LINE ON HYDRANT. 20. PLUG REVISED AUGUST 2018 pp. 21. MIN 12" BETWEEN BACK OF SIDEWALK, BACK OF CURB, c. Q DATE REMARKS 7. HYDRANTS SHALL NOT BE PLACED WITHIN 10 FEET OF DRAINAGE SWALES. OR GUTTER AND EDGE OF VALVE RISER CITY OF MERIDIAN STANDARD DRAWING NO. >� ° SUPPLEMENTAL (1 1/2" - 2") WATER SERVICE O TO RESIDENCE 8. HYDRANTS TO BE INSTALLED LEVEL & PLUMB. o SPECIFICATIONS /� ;. o: �° I 16 9. INSTALL GROUNDING ANODE AT MINIMUM 24 INCH DEPTH. TO THE PUBLIC IDAHO WORK STANDARDS CONNECTION W 4 4 5 S CONSTRUCTION a .Y 4 2 3 N 10. ALL FIRE HYDRANTS SHALL HAVE STORZ CONNECTION; EITHER BUILT IN OR APPROVED ADAPTOR MAY BE USED. °. . a w = G I O 6 Ld 0 M } REVISED JUNE 2018 ° ton ° q 04 Of CITY OF MERIDIAN STANDARD DRAWING NO. o SUPPLEMENTAL o SPECIFICATIONS FIRE HYDRANT DETAILW8 a I Z w TO THE IDAHO STANDARDS FOR o PUBLIC WORKS CONSTRUCTION o a ° w X o, SINGLE WATER METER E IDIAN* APPROVED FOR s �O�SRU� �ON DRAWN BY: BEA PROPERTY PIN -NTS- 1T 1T These plans and/or specifications have been reviewed for CHECKED BY: JER LEGEND compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor DATE: 6 MAY 2019 Z 1D METER VAULT; NOTCH FOR SERVICE LINE(S). of the responsibility to design and/or construct those facilities LL © BALL VALVE in compliance with all current applicable federal, state and local AS NOTED © METER SETTER laws, rules, regulations, ordinances, development agreements, SCALE: ® SERVICE LINE specifications, orders or approvals, all of which the City retains R171127 05 PLUG the right to enforce. Inconsistencies not noted by City staff shall JOB NO. © SERVICE MARKER, 2 X 4 OR 3" DIAMETER CITY OF MERIDIAN STANDARD DRAWING NO. not be construed as approved unless specifically addressed WOODEN POLE PAINTED FLUORESCENT BLUE. SUPPLEMENTAL 3/4" AND 1" SINGLE in writing by the City. Any proposed revision to these plans must SPECIFICATIONS WATER SERVICE CONNECTION be submitted for review and compliance with the Meridian City ui TO THE IDAHO STANDARDS FOR W2 Standards and Specifications before said revision is constructed. PUBLIC WORKS CONSTRUCTION pC403 w H 0 Name Date 2612 2612 EX GIRR BOX-4 TO REMAIN Q EX GIRRMH-3 PRESSURE MANHOLE TO REMAIN 7 NEW GIRR BOX-7 STA: 5+78.88 EX GIRRMH-5 TO REMAIN RIM - 2610.70 STA: 6+92.34 2610 STA: 2+79.50 STA: 3 82 INV IN (SE) = 2604.01 (8") (AS SURVEYED) I (ESTIMATED) RIM = 2608.69 RIM = ±2608.79 RIM = 2610.00 2610 INV IN (E) = 2606.34 (8") (AS SURVEYED) INV IN (S) = 2606.51 (8") INV OUT (W) = 2606.70 (8") (2 PIPES) (AS SURVEYED) I INV OUT (NW) = 2604.58 (8") (ESTIMATED) I I INV OUT (W) = 2605.44 (8") (AS SURVEYED) INV OUT (W) _ ±2606.51 (8") I E . B R O A D W A Y A V E N U E I I EXISTING GROUND SURFACE PROFILE AT PIPE� 9 7 OONEW GIRR BOX-8 I I I --------- --------- --------- --------- .� ______-- �, __ STA: 4+94.55 ---- ------- --------- 2608 O NEW GIRR BOX-6 _ ------ --------- --------- ----- I I - RIM = ±2606.61 ,----_L _-------- I I 2608 STA: 0+97.20 I I INV IN (S) = 2604.03 (8") RIM = ±2605.63 I I _________ _ _ - INV OUT (W) _ ±2604.03 (8") _ II N . M E R I D I A N R O A D 11 ----- _ -- _ ---- --- INV IN (E) _ ±2603.19 (8") I I EXISTING 8" GIRR @ 0.23% (ESTIMATED SLOPE) -'- --__ __i-- I I I ■ INV OUT (N) = ±2601.56 (8") 6 ANTICIPATED DEPTH&LOCATION PUBLIC UTILITIES I I ----- ------ ------------ 4 p°�o I I I ______ 3�F 8 GIRR P 18 MIN COVER p0 @ L I N D G R E N : L A B R I E 2606 I 12 " 3• 2606 I I -- ------ ----- -- -- - `` ------' I I C SDR 35 ASTM FT D3034 8 G\RRP�C G9 I -- I A R C H I T E C T U R E I I EX GIRRMH-1 TO REMAIN p3034 @ 1.25% @'2•00% O8p\,F I _--_____ 4 I __ I EXISTING 113.5 LF 8" GIRR @ ±0.50% _ __ i • I I STA: 0+00.00 I ------ ------------ ----- 2 4 179 LF g" GIRR PVC SDR 35 AS 604 DESCRIBED AS PRESSURE GRAVITY IRRIGATION NOTES ____ u 2604 I I MANHOLE ON RECORD DRAWINGS 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. I I RIM = 2605.85 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE I I INV IN (SE) = 2601.37 (8") (ESTIMATED) 5 COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES I I CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2602 I L----- ------ ----- - 2. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. CONTRACTOR SHALL 2602 �ONAC I I EXISTING 85.2 LF 8" GIRR @ ±0.22% 4 ADJUST WIDTH AS NECESSARY TO INSTALL GRAVITY IRRIGATION MAIN. p� �GISTir G/�, I I ______ ----- - - I I I I 1 0 2 4 0 20 40 1 r----- +30 LF 8" GIRR, MATCH EX SLOPE & EX 8"SS INV AT GIRR CROSSING=+2596.92 GRAVITY IRRIGATION PROFILE 2 g 4 MATERIAL VERTICAL SCALE HORIZONTAL SCALE lF 0 F 10P � 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 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 j'qN OF %0 I 6/14/19 IP E 1DIAN -- APPROVED FOR ° O E ° O O O ® E O ® M® O T IDAHO CONSTRUCTION E W E KE W Q O BIKE N These plans and/or specifications have. been reviewed for CV SD SD - SD ' O '„ compliance with Meridian City Standards and Specifications. ----�------------------------- --------------------------------------------------------- -------------------------------------- ----------------------------------------------------------- This review does not relieve the owner, engineer, or contractor � O I I I I I I �'J s'S I 8"s of the responsibility to design and/or construct those facilities CIO O8"S 8"s s"s 8"s 8"s s"S 8"s s"s 8"s 8"S - in compliance with all current applicable federal, state and local o I __________________ laws, rules regulations, ordinances, development agreements, ------------------------ --------------------- I1-1-I ------------------------------!------------ I � ? I E I D A H 0 AVENUE ' I specifications, orders or approvals, all of which the City retains I the right to enforce. Inconsistencies not noted by City staff shall H o I vi I I cn cn I -1----------L---------: ---- U) � I I I not be construed as a - I I pproved unless specifically addressed i ■ 12;so ■ I I I I I in writing b the City. An proposed revision to these Tans must W I I I I I 9 Y Y Yp p p C 8�'W "W I I I i i be submitted for review and compliance with the Meridian City CU i ,) i I I Standards and Specifications before said revision is constructed. C O I I i I I I I I I ■ � G LL I ---- ----- ----- -----, i I I I ° Name Date N I -- $ ..� s..W s..w s" W N_N � BUILDING FOUNDATION PER STRUCTURAL DRAWINGS, TYP ;P J p� a� ww O H F- - 1 Ir -- - - r - -"---- - ----- - s _ d ---:----r- -- ------ -- ----- ----- V V ❑E _.. .. ... --I i. _ i... I -- - - - - R/W LLI E: EEI -- Lu U Q N __ _ _ __ '.` ..y.... o ----- ---�. CU N NEW MIXED USE BUILDING "B" _ _ boo° ©o o° @�o��g� T w U. Io00 O00 N w boo qo od I S O •� I00 : 01 M poo po 01 I I H CM poo d oq - . I000 OOI ■ i -- - - -- Po �q P/L co LU -- _ G ° co oo � W , , , I 4 6"W/SLIDEGATE ?- �o G 4 0 0� ����0�� �/ L_ LU o EX GIRRMH-1 I TUCK-UNDER PARKING AT GROUND LEVEL TUCK-UNDER PARKING AT GROUND LEVEL I a m a >< (n �o o -- - -- - Lo L o od -- �^ N LL D Q ood I v! 4 _ Y - - a BUILDING TO REMAIN E -� I a ' � ; - to o No oII J - --- G G a 0000 ooq I M Z -- - 0 0000 0M Q o z .................................. 0000 00 0 E 5 0 � __ ______________ _______% TUCK-UNDER PARKING AT GROUND LEVEL bo 0 0 0 000 0 boo o° 000�l ' G N � Z o I000 7 Y 000 0001 id o Z . ° °° G O E_ Q J O / �000 000J J LL O - -- w HI- �•• - -- - -- 0 N TUCK-UNDER PARKING z o • ...... CARPORT @ •i � I o I 0 EX GIRRMH-2 (SEALED PRESSURE MANHOLE) I -- -- rn� Y RIM = 2606.19 z i 3 1 3 3 1 ABANDON IN PLACE o f �C�� (f) INV IN (E) = 2602.26 (8") Q I EAST OF THIS POINTS , 4 _ I W I ` R/W raw _ R/W °o°a000 R/W - �� R/W INV OUT (NW) = 2601.56 (8") - EX GIRRMH-2 1 I Tv T r__v_ _ Tv Tv ------ ry I` -t�- ------------ 'WOO -------------------T------- I EXISTING INVERTS AS SHOWN ON MERIDIAN SPLIT CORRIDOR 0 O I 8"s G r_= - Q"Q T r „ T 8'S T G ST G - 8"s 8"s s"s G 00 I 8"G 8"S Z ---A C H D ALLEY ------- ----- -- - -------- --------------------------------- 1 < RECORD DRAWINGS TOPO BASE (SHEET 13 OF 93) - - - F/o --------- -- ---------T--------- Q i - - O 00 i 1=2+00 3+00 - - - 1 ---�T------ ---------- ----- P HP • .-• • _ -- •- LL --- ------ -' $'GI E �H 4 Zt)Vlf----------- � - GI �t)W-- T rtZiW---- i /W UR/yy - i RIW H p --- -- - -- T ---- �I _ -----T----, I --- W NEW GIRR BOX-6 7 4 I T 1 8 EX GIRRMH-3 `1 EX GIRR BOX ----- e�1 - - -- I LU 6 NEW GIRR BOX-7 7 ;;� o°o0 1 = ±2 o i o LP SEALED STEEL PLATE 609.05 12tJ � � TR �+ MON�SIGN Od j o , 7 1 CARPORT I / TUCK-UNDER PARKING AT GROUND LEVEL z O o 0 0 0 0 0 0 0 0 0 0 0 cli o V SEEPAGE BED O I 6"RD li G i o PROPOSED 10' GRAVITY IRRIGATION EASEMENT -- r------- I O cc COPYRIGHT @ 2019 Lindgren:Labrie i -- Architecture, PLLC Any use, reproduction TUCK UNDER PARKING AT GROUND LEVEL rn �@�@�Q I - or modification of the documents or the N o o Q information contained herein without the �� EX GIRRMH ' ' - BUILDING FOUNDATION PER prior written permission of ;y 1 Lindgren:Labrie Architecture, PLLC i 4 ,�; Q RIM = 2609.11 _ violates the Copyright laws of the United STRUCTURAL DRAWINGS, TYP \\\\\\X 8° INV I N (S) = 2605.54 - \KR States and will subject the violator to ° BUILDING TO REMAIN w 8" INV OUT (N) = 2606.80 legal prosecution. LL > •I :I o0 I ; DRAWING SET ISSUED FOR - - -- -- ;� 6"F t CITY PERMIT SET I I 1 04 J �� o zr 0 �� - -- -- - �r; ......... GRAVITY 3 r a PIV M N � NTM FDCo F -- - -- I IRRIGATION 4, 2 E -'- GI W.W... - . : R RIW �W OO Iw R z T ® ® ® o Ab - g I Q LAN & PROFILE a E 4 m NEW GIRR BOX-8 7 I 5+00 a "GI 8" I ~ 8 G 8"GI G % $"GI ■ Sros V7N �, o DRAWING SHEET REVISIONS LL .... -- _- - _- ________-- .. ----- ___- _- ABANDONEDj6"W��ER-UicE- N-N-� m -- - - -- A� ,�TER�+N�-------------- --------- ------------------ ----- - EX GIRR BOX-4 ... --- ---- -- ------------------ 2 -�- - m -� ----- --�4BiA1dDOIVEDfr'iNA�ER NINE-- --- X r- - � - - ---- - - --- I I 6 DATE REMARKS -------------- 04 HF- ----------------------------------- I I------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 4--- \- o 3 COO 0 10"W I I I N a 10„W 10"W 10"WI 10"W I I 10"W 10"W cn 8,10"W 10"W 10"W 10"W AQUASHIELD O L_______J I cn 1 G I I I � � � ' 10, OLL O 10"W - 18..5 I I _ 18 S _ U 18"S --------- 18' 18"s 1a" 18"S 18"S O .. ------- 18"g -- 18"S L J 18"S 18"s O -18"S --- 18"s E . B R O A D W A Y, A V E N U E 8.. W O❑ O aS"9l -Ll O 15"So 15"SD 15"Sp 15"SD 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O❑ 15"SD 15"SD I I I i I I I I i I X BEA Q W I O DRAWN BY: N JER rn v M GI CHECKED BY: N 0 O GRAVITY IRRIGATION KEYNOTES EX GIRRMH-5 DATE: 14 J U N E 2019 W 1. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING GRAVITY IRRIGATION SYSTEM WITH DEMOLITION 5. INSTALL WATER-TIGHT 22.5° BEND, ENSURE FITTING COMPATIBLE WITH PIPE TYPE, NO THRUST BLOCK. -- 15"GI N PLAN INCLUDED IN THIS PLAN SET. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER MASTER 6. CONTRACTOR SHALL POTHOLE EXISTING PUBLIC UTILITIES PRIOR TO INSTALLATION OF GRAVITY A �T 00 SCALE: AS NOTED v; (JIM MARSTON)AT 208-830-8195 AS NECESSARY. SCHEDULING AND NOTIFICATION OF SYSTEM IRRIGATION PIPE,ADJUST PIPE SLOPE AS NECESSARY. GRAVITY IRRIGATION PLl'il�l v MODIFICATION (3 DAYS MINIMUM)WILL NEED TO CONSIDER SCHEDULE OF WATER DELIVERY TO 7. INSTALL OLDCASTLE PRECAST TxT IRRIGATION BOX WITH GASKETED BOLT-DOWN WATER-TIGHT LID JOB NO. R 171127 DOWNSTREAM USERS. PLANNED OUTAGES SHALL BE LIMITED TO TWO(2) DAYS MAXIMUM. (LABELED"IRRIGATION")PER DETAIL ON SHEET C0.3. ALL JOINTS(CONCRETE TO CONCRETE,CONCRETE 2. SEE CITY OF MERIDIAN STANDARD WATER NOTES No.2 AND No.3(SHEET C0.01) FOR HORIZONTAL AND TO STEEL FRAME, ETC.)SHALL BE WATER-TIGHT VIA GASKETS, MASTIC, FLEXIBLE 0-RING, ETC.AND VERTICAL SEPARATION REQUIREMENTS BETWEEN POTABLE AND NON-POTABLE MAINS AND SERVICES. TESTED PER ISPWC SECTION 502.3.12.C.1 HYDROSTATIC TESTING. 20 0 20 40 Li 3. BUILDING COLUMN FOOTING,CONFIRM PLAN DIMENSIONS WITH BUILDING"B"FOUNDATION PLAN. 8, EXISTING GIRRMH-3(PRESSURE MANHOLE)TO REMAIN, REMOVE OUTLET PIPE AND INSTALL NEW OUTLET RENNIS13N ENGINEERING C404 4. INSTALL 8-INCH GRAVITY IRRIGATION MAIN PER ISPWC STANDARDS, LENGTH &PIPE MATERIAL AS PIPE(MATCH EXISTING PIPE INVERT), GROUT PER ISPWC STANDARDS. o LABELED IN PROFILE VIEW, PROVIDE 18"(MIN)COVER, SEE SHEET 0.2 FOR PIPE INSTALLATION DETAILS. 9. ADJUST PROPOSED LOCATION OF NEW GIRRMH-8 AS NECESSARY TO AVOID ADJACENT 8"GIRR PIPE. PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 a UTILITY CONTACTS EASEMENT LEGEND PUBLIC UTILITY NOTES Idaho Power CableOne DC Engineering-Electrical 7�r—rT 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN r� rrr� Eric Clampitt,Distribution Designer Dan Weed,Construction Coordinator Jon Goranson —r77�Trr 1 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION rrr/ �/rrrrrrrrr//10790 W. Franklin Road,Boise, ID 83709 2101 E.Karcher Road,Nampa, ID 83687 440 E.Corporate Drive,Suite 103, Meridian, ID 83642 ' ' ' ' ' / EXISTING 10, PERIMETER PUBLIC UTILITY & DRAINAGE EASEMENT OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES 4'�r/ rrrrrrrrrrr/„ � rrr rrrrrrrrrrr/„ r eclampitt@idahopower.com West Valley System Office(208)288-2181 ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY ,iii, PER 2013 RENEWAL PLACE PLAT (BOOK 106, PAGE 14631) TO REMAIN Office(208)388-2799 Daniel.Weed@cableone.biz Direct(208)493-0009 Yr,,,,,,,,,,,, ,,, I LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Cell(208)850-7688 (208)404-5882 jon@dcengineering.net C111LLLJ111i�L :11� 2. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING OVERHEAD&UNDERGROUND R E N N I S� N ENGINEERING POWER&COMMUNICATION LINES WITH IDAHO POWER, CENTURYLINK,AND CABLE ONE Intermountain Gas Company CableOne DC Engineering-Mechanical/Plumbing/Gas r---------------� PLANS. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING GAS MAIN AND Mishelle Singleton Brett Pike,Construction Coordinator Aaron Prough i i EXISTING 10' PERIMETER PUBLIC UTILITY & DRAINAGE EASEMENT SERVICES WITH INTERMOUNTAIN GAS. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 555 S.Cole Road,Boise, ID 83709 2101 E.Karcher Road,Nampa, ID 83687 440 E.Corporate Drive,Suite 103, Meridian, ID 83642 mishelle.singleton@intgas.com Brett.Pike@cableone.biz Office(208)288-2181 X127 i i PER 2013 RENEWAL PLACE PLAT (BOOK 106, PAGE 14631) TO BE VACATED 3. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. ( ) ( ) ( ) L 208 377-6863 208 573-5994 Direct 208 493-0027 I ---------------J I CONTRACTOR SHALL ADJUST WIDTH AS NECESSARY TO INSTALL PUBLIC UTILITIES. aprough@dcengineering.net /�E IDIAN* A P P RO V E D FO R CenturyLink Syringa Networks O PUBLIC UTILITY KEYNOTES�7777777777 I D A Fi D Shelline Williamson, Engineer I Quinn Gallup,OSP Technician Rennison Engineering-Civil Engineer7\77—__� CONSTRUCTION ■ 1315 W.AmityRoad, Boise, ID 83705 allu s rin anetworks.net Bryan Appleby """""""` "`y 1. SINGLE-PHASE TRANSFORMER PER IDAHO POWER PLANS(SEE PUBLIC UTILITY NOTE No.2 THIS SHEET). CONSTRUCTION Q9 P@ Y 9 ry pP Y "7 These plans and/or specifications have been reviewed for Shelline.Williamson@centurylink.com (208)258-4132 410 E.State Street,Suite 120, Eagle, ID 83616 I` `l PROPOSED PUBLIC UTILITY EASEMENT STAKING SHALL INCLUDE PAD CORNERS AND ADJACENT CURBING(OR AS DIRECTED OTHERWISE). L I N D G R E N : L A B R I E r compliance with Meridian City Standards and Specifications. Office(208)385-2903 Office(208)854-8192 "` ` ` 2. 3-PHASE TRANSFORMER PER IDAHO POWER PLANS SEE PUBLIC UTILITY NOTE No. 2 THIS SHEET). CONSTRUCTION STAKING g A R C H I T E C T U R E I_�iL�LL��siiLLL�J ( ) This review does not relieve the owner, en ineer, or contractor DC Engineering-Electrical Cell(208)484-3747 SHALL INCLUDE PAD CORNERS AND ADJACENT CURBING(OR AS DIRECTED OTHERWISE). of the responsibility to design and/or construct those facilities CenturyLink Gina Spirnock bryan@rennisoncompanies.com 3. SECTOR PER IDAHO POWER PLANS(SEE PUBLIC UTILITY NOTE No. 2 THIS SHEET). CONSTRUCTION STAKING SHALL INCLUDE in .compliance with all current applicable federal, state and local William Mceachern, Construction Project Admin 440 E.Corporate Drive,Suite 103, Meridian, ID 83642 PAD CORNERS AND ADJACENT CURBING(OR AS DIRECTED OTHERWISE). laws, rules, regulations, ordinances, development agreements, 2148 N. Eagle Road, Meridian, ID 83646 Office(208)288-2181 specifications, orders or approvals, all of which the City retains William.Mceachern@centurylink.com Direct(208)493-0011 4. DIRECTIONAL BORING(MULTIPLE UTILITIES) UNDER MAIN STREET AND ALLEY TO EAST OF PROJECT PER IDAHO POWER PLANS. the right to enforce. Inconsistencies not noted by City staff shall Office(208)385-2600 gspirnock@dcengineering.net 5. EXISTING SYRINGA NETWORKS FIBER TO BE DISCONNECTED&ABANDONED(SEE PUBLIC UTILITY NOTE No.2 THIS SHEET). not be construed as approved unless specifically addressed COORDINATE WITH DEMOLITION PLANS. in writing by the City. Any proposed revision to these plans must 6. ELECTRICAL&COMMUNICATION SERVICE LINES TO BUILDING ELECTRICAL ROOM (SEE PUBLIC UTILITY NOTE No.2 THIS be submitted for review and compliance with the Meridian City SHEET), COORDINATE POINT OF CONNECTION (POC)WITH SITE ELECTRICAL DRAWINGS. Standards and Specifications before said revision is constructed. 7. GAS SERVICE LINES TO GAS METERS(SEE PUBLIC UTILITY NOTE No.2 THIS SHEET), COORDINATE POINT OF CONNECTION I Name Date510NA( o c1 (POC)WITH PLUMBING DRAWINGS(SHEETS C2.5A&C2.4B). �p� ��GISTF9�G'/,1,� 3 8. RELOCATE EXISTING CENTURYLINK UNDERGROUND LINE TO UNDER SIDEWALK(SIDEWALK IS PLANNED TO BE REMOVED&cli 0 4 REPLACED AS PART OF PROJECT). CONTRACTOR SHALL COORDINATE SCHEDULE WITH CENTURYLINK CONTRACTOR SO THAT rn 264 RELOCATION CAN HAPPEN WHILE BUILDING FOUNDATION EXCAVATION IS UNDERWAY. ❑■ 8"GI `� 8" 1 lF OF 10P i N ssco Ow : �' yqH APP�-�� I 6/14/19 I ❑ O I E O KE 0 °d ° E O ® BIKE ® O T ❑E O SD - 0 � I r N li \ I . 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W O O❑ O 4S"51 - O❑ 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O❑ 15"SD 15"SD I I I i I I I I i I fA X • BEA DRAWN BY: yy Q g N • JER W i a � i i i I • M • GI CHECKED BY: DATE: 14 J U N E 2019 WI LL N 0 15"GI ■❑ -- SCALE: AS NOTED PUBLIC UTILITY PLAN R171127 JOB NO. NMI\ 0 20 0 20 40 w mmmiiiii C405 0 a QKEYNOTES GENERAL NOTES 1. ROADSIDE SIGN,TYPE PER PLAN, PLACEMENT AND ANCHORING PER ACHD STANDARD 1. INSTALLATION OF THE SIGNS SHALL BE BY THE CONTRACTOR AND SHALL BE DRAWING TS-1114,SHEET 1. COORDINATED WITH THE ENGINEER, DEVELOPER AND ACHD IN ACCORDANCE WITH 2. REMOVE/OBLITERATE EXISTING PAVEMENT STRIPING&MARKINGS PER ACHD SECTION 1100 OF THE LATEST EDITION OF THE ISPWC,THE ACHD SUPPLEMENT STANDARDS. SPECIFICATIONS AND STANDARD DETAILS TS-1114 AND THE MANUAL FOR UNIFORM 3. INSTALL STOP BAR(WHITE PAINT,24"WIDTH). TRAFFIC CONTROL DEVICES(MUTCD). 4. INSTALL NO PASSING ZONE-TWO DIRECTION,ACHD STRIPING DETAIL#7(YELLOW 2. ALL STRIPING SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD AND THE ACHD R E N N I S N ENGINEERING PAINT,4"WIDTH, SOLID DOUBLE STRIPES). SUPPLEMENT SPECIFICATIONS. 5. INSTALL ARROW(WHITE PAINT)TO MATCH EXISTING. 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS,CONTACT ACHD CONSTRUCTION PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 6. INSTALL 60° DIAGONAL ON-STREET PARKING STRIPING(WHITE PAINT,4"WIDTH)PER SERVICES FOR COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS, 387-6280. ACHD STD DWG TS-1122. 7. INSTALL ACCESSIBLE PARKING MARKINGS PER ACCESSIBILITY STANDARDS. �WE IDIAN* AP P ROVED FO R 8. INSTALL PARALLEL PARKING TEES TO MATCH EXISTING(WHITE PAINT). f DA H o CONSTRUCTION 9. INSTALL PARKING STALL STRIPING(WHITE PAINT,4"WIDTH). 10. INSTALL 4'-WIDE CROSSWALK HATCHING(WHITE PAINT,4"WIDTH, 36"SEPARATION,45° These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E ANGLE). compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. NAC Name Date �,g10 a�o� ,sTFAF yV, V'V 264 REPLACE EXISTING '2 HR PARKING'SIGN WITH "NO PARKING'SIGN OSSING rF OF ,OP ., �IIIIIIIIIIIIIIIIIIIIIIIIIIIIILLZ (DUE TO PROXIMITY TO NEW HYDRANT AND FIRE TRUCK CLEARANCE) 0 "PEA CR rqN APp�-�� 5/6/19 �� EXISTING EXISTING ARKING'� '�G" „ oP" 2 N AR G NR KIN O EXISTING DRIVEWAY DRIVEWAY "2 gS161- ART REST E 0�" R P KIN C-)KE 2 UPAR G DRIVEWAY II► e� NR P EXISTING ACCE E p KIN ST NAM DRIVEWAY I o � N n } �2 ,� 3 L J_ J_ J_ J_ J_T J L J_ J L J QD A 00 8'x20'END PARKING STALL,TYP 8'x23'MIDDLE PARKING STALL,TYP I bTYP 4 E . 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Refer to Sheet C2.0 for TYP 9 I ��� parking stall dimensions - ��Q o oUTE I- o000000 N 00000o E TIo AL SIGN . I TYP 9 �0 ° o�� DIR I z O z I I O I I W I ! 00000,o I — — R/W — — R/W dt/ — R/W — — R/W I I I I Z I I ACHD ALLEY ---------------------------------- :. •----------------- I i 10 ----- — — — — — R/W — — R/W — — R/W — — ------- KIW------ ------rt2lylf------ ------rti7y�------_ ------ ------__— �/W R/W RNY I I I I LU LJJ I L I o0000 = a 0 I I TYP 9 - V c G ffiM FOR FIRST Y, i ° INSTALL VAN ACCESSIBLE 7 OQ °PARKIN TE BANK ONE r PARKING SIGN(WALL MOUNT) 1 z I INTERSTA I REINSTALL SALVAGED I 000000 -- - "2 HR PARKING"SIGN I I --------------- I I 10 Refer to Sheet C2.0 for -------- parking stall dimensions I o ! I p g I I I I II COPYRIGHT ©2019 Lindgren:Labrie TYPE 9 Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of pARKING 1 REINSTALL SALVAGED Lindgren:Labrie Architecture, PLLC I "ACCESSIBLE I "2 HR PARKING/PARKING INFO"SIGN violates the Copyright laws of the United I "ACCE ! i States and will subject the violator to BUILDING TO REMAIN i TYP 9 legal prosecution. i I PARKING„ - DRAWING SET ISSUED FOR „A�CESSIB�E - NEW MIXED USE BUILDING "All _ CITY PERMIT SET p�o I `a 11 A. LJ zr------- „p0 NOT ENTER o p„ „STOP" -I o�o STRIPING & „ o -I ENTER„ „pONOT SIGNAGE PLAN - O R/W R/W R — — R I R/ �< - - -.-R -• — — � fiNV TI -- ---- ---- NG„ G„' NG„ � NR PARK NR pARKI NR PARK i =/ S Op" ES DRAWING SHEET REVISIONS A TYP 6 STREW DATE REMARKS I -------------- 0 EXISTING TRAFFIC SIGN TO REMAIN,TYP REINSTALL SALVAGED"1 HR PARKING"SIGN 1 00 0 a I 0 0 — — — — — — — — — E . BROADWAY AVENUE O � I Z W O W W I r T 1 DRAWN BY:ell BEA 0 Z CHECKED BY: .JER a a DATE: 6 MAY 2019 z LL � SCALE: AS NOTED STRIPING & SIGNAGE PLAN I o JOB No. R171127 20 0 20 40 w W C5mO 0 a