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Site Plan V1GENERAL CONSTRUCTION 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at all times during construction (available on the website). Failure to have access to a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. The Contractor shall have plans stamped "Approved for Construction" by the City of Meridian on site at all times. 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre -construction conference prior to start of work. 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water valves. 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be approved in writing from the City Engineer. STREET SIGNING NOTES City of Meridian Standard Notes Residential and Commercial WATER 1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the contractor shall coordinate with the Public Works Inspector. SEWER 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (I DAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service line crosses a storm water treatment facility (i.e., seepage beds, drainage swales). 1. All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of Uniform Traffic Control Devices (MUTCD) with the following exceptions: 1.1. All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed. 1.2. All Road Name and Street signs shall have a minimum 4" initial uppercase letter and 3" lowercase letters legend. Both background and legend shall be retro-reflective. Standard colors are white legend and green background except private roads, which will have a blue background. 1.3. Substrate material shall be aluminum; no fiberglass or plastic will be accepted. 1.4. The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background. 1.5. Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts shall be 2" X 2" square and must meet break -a -way standards of the State of Idaho. No U-channel shall be used. 1.6. The minimum height of signs shall be 7' from the road surface to the bottom of the sign. 1.7. Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially accepted for maintenance by the CITY OF MERIDIAN. ENGINEERS NOTE THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE CONSTRUCTION DRAWINGS FOR: CREEK VIEW PARK (SEC. 17, T. 3 N., R. 1 E.B.M.) MERIDIAN, IDAHO MAY 2022 ROADWAY 1. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 2. ACHD or ITD will inspect all work within the public rights -of -way to include utility trenches above the pipe zone. PRESSURIZED IRRIGATION 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is being constructed. 2. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. DRAINAGE For Commercial Subdivisions or Commercial projects with Public Mains that have on -site drainage. 1. For any drainage facilities within a public Right of Way, ACHD or ITD shall be responsible for inspection. For any private drainage facilities the project engineer or architect shall be responsible for inspection and certification of drainage facilities; however any roof drainage and piping to the drainage facilities will be inspected by the Meridian plumbing official under the appropriate permit. STREET LIGHTING 1. All street light construction shall be done in accordance with the current version of the ISPWC, the Meridian Supplemental Specifications to the ISPWC, and the National Electric Code. 2. A street lighting electrical permit shall be opened prior to starting work. Use the online Citizen Portal at https://citizenportal.meridiancity.org/CitizenAccess/ to open a permit and request inspections. 3. Installation will require inspections for the concrete base reinforcing, bedding, backfill, and for the pole and associated wiring. 4. Street light bases shall be located 10' min. from trees, 5' min. from fire hydrants and 2' min. from water meters. 5. Keep accurate notes of conduit, junction box locations. Attach a redlined as built drawing of this plan sheet to the street lighting electrical permit, or submit a hard copy to the Meridian Public Works Department prior to requesting final inspection. 6. Contact the City Transportation and Utility Coordinator (208) 898-5500 for questions regarding Utility Conflicts, or to access locked meter pedestals. SITE PLAN NOTES 1. This site plan conforms to an actual survey that was performed on the ground by a licensed land surveyor or in and for the State of Idaho. It is the owner's responsibility to construct all structures shown on this site plan in accordance with said survey. 2. All on -site improvements shall be constructed in accordance with the current CITY OF MERIDIAN engineering standard specifications and standard drawings, current IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), IDAHO TRANSPORTATION DEPARTMENT standards and specifications each of which corresponding to their respective jurisdictional authority. 3. Approximate locations of some known existing underground utilities are shown heron. It shall be the contractors responsibility to determine exact locations of all existing utilities prior to beginning work. The contractor agrees to be fully responsible for any and all damages to existing utilities. 4. See landscaping plan for location of irrigation sleeves. Contractor to verify and coordinate irrigation sleeve locations and sizes with irrigation designer prior to installation of curb, gutter, paving and sidewalks. 5. All buildings are to be built according to the IBC current edition with individual water and sewer services. See architectural plans for all building details. 6. Dumpster area is to enclosed. If gated owner will be required to open doors for sanitation dept. Minimum 8' x 8' interior. 7. Within five (5) working days after the completion of work, the contractor shall submit a set of as -built plans to HLE, Inc. CONTACTS TESTING & INSPECTION HLE JARED GERDES (208)524-0212 JAREDG@HLEINC.COM MERIDIAN PUBLIC WORKS MELANY HOYT (208) 898-5500 MHOYT@MERIDIANCITY.ORG MERIDIAN WATER & SEWER CONTACT MELANY HOYT DEPARTMENT OF ENVIRONMENTAL QUALITY VALERIE GREEAR (208)373-0550 VALERIE.GREEAR@DEQ.IDAHO. GOV IDAHO POWER PARIS DICKERSON (208) 388-2022 PDICKERSON@IDAHOPOWER.COM INTERMOUNTIAN GAS COMPANY (800) 548-3679 CUSTOMERSERVICE@INTGAS.COM LUMEN BRADLEY MCNEW (208)646-3599 BRADLEY.MCNEW@LUMEN.COM SPARKLIGHT (208) 455-5548 2101 E KARCHER RD NAMPA, ID 83687 TERENCE.ALSUP@SPARKLIGHT.BIZ SYRINGA NETWORKS MIKE STAPLES (208) 860-1093 MSTAPLES@SYRINGANETWORKS.NET CIVIL & STRUCTURAL ENGINEERING MATERIALS TESTING & LAND SURVEYING 101 S. Park Aveue, Idaho Falls , ID 83402, (208)524-0212 800 W. Judicial Street, Blackfoot , ID 83221, (208)785-2977 Hubble Inn VICINITY MAP NO SCALE SHEETINDEX SHEET C1 COVER SHEET SHEET C2 TESTING SHEET C3 GENERAL LAYOUT SHEET C4 GRADING PLAN SHEET C5 UTILITY PROFILE KEY MAP SHEET C6 PLAN AND PROFILE SHEET C7 PLAN AND PROFILE SHEET C8 PLAN AND PROFILE SHEET C9 PLAN AND PROFILE SHEET C10 PLAN AND PROFILE SHEET C11 PLAN AND PROFILE SHEET C12 ACHD SEEPAGE BED DETAILS SHEET C13 SECTIONS AND DETAILS SHEET C14 STORM WATER POLLUTION PREVENTION PLAN BENCHMARK 5/8" IRON ROD AT THE SOUTHWEST CORNER OF THE PROJECT PROPERTY CORNER ELEVATION=2637.12. NAVD 88 DATUM. QUANTITIES FOR CITY OF MERIDIAN 12" WATER MAIN (WELLS): 850 LF 8" WATER MAIN: 1,180 LF 6" FIRELINE 350 LF HYDRANTS: 3 EA. 8" SEWER MAIN: 1,230 LF LANDSCAPE AREA: 31,100 SF PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION QR CODE WATER SYSTEM TESTING 1. Approval of waterline bedding material and placement per ISPWC Section 305. 2. Inspection of continuity connection and all cadwelds. 3. Inspect pipe to verify that type, class, and thickness are uniform as per plans. 4. Thrust blocking provided in all required locations per ISPWC Section 401 and in accordance with Standard Drawing SD-403. 5. Approval of fire hydrant installation and elevation. Conform to ISPWC Section 403 and Standard Drawing SD-404. 6. Inspect installation of service lines, meter boxes, and curb stops. Conform to ISPWC Section 404. 7. Approval of waterline placement, prior to backfill. 8. Perform hydrostatic pressure testing per ISPWC Section 401 in presence of Project Engineer. 9. Provide waterline flushing and disinfection per ISPWC Section 401 and allow Engineer to obtain chlorine sample for testing. 10. Test for coliform bacteria per ISPWC Section 401. 11. Provide proper compaction of waterline trench. Test compaction of lifts every 1.5 feet. Meet compaction requirements established in ISPWC Section 306. 12. Provide proper compaction of water service lines. Meet compaction requirements established in ISPWC Section 306. 13. Provide proper compaction around water valves. Meet compaction requirements established in ISPWC Section 306. 14. Mark all water service stubs with painted 2"x4" board. 15. Provide concrete collars around all water valves. Concrete collars shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-406. SEWER SYSTEM TESTING 1. Approval of sewerline bedding material and placement per ISPWC Section 305. 2. Inspect pipe to verify that type, class, and thickness are uniform as per plans. 3. Approval of sewerline placement and verification of 18" seperation from all potable waterlines. 4. Provide proper compaction of sewerline trench. Test compaction of lifts every 1.5 feet. Meet compaction requirements established in ISPWC Section 306. 5. Provide proper compaction of sewer service lines. Meet compaction requirements established in ISPWC Section 306. 6. Provide proper compaction around all manholes. Meet compaction requirements established in ISPWC Section 306. 7. Mark all sewer service stubs with a painted 2"x4". 8. Perform low pressure air testing per ISPWC Section 501 in presence of Project Engineer. 9. Perform deflection testing by use of a test mandrel per ISPWC Section 501. 10. Prior to placement of asphalt, sewerline must undergo closed circuit television inspection (CCTV) per ISPWC Section 501. 11. Properly place non -shrink grouting around all piping and/or other voids in manholes per ISPWC Section 502. 12. Provide concrete collars around all manholes. Concrete collars shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-508. 13. Clean out all manholes and flush sewer lines to provide a debris free sewer system. HLE INSPECTOR/ CITY INSPECTOR/ HLE INSPECTOR/ CITY INSPECTOR/ FREQUENCY DATE DATE FREQUENCY DATE DATE STORM SYSTEM TESTING 1. Approval of stormline bedding material and placement per ISPWC Section 305. LEGEND 2. Inspect pipe to verify that type, class, and thickness are uniform DESCRIPTION EXISTING PROPOSED as per plans. CENTERLINE 3. Approval of stormline placement and verification of 18" seperation from all potable waterlines. RIGHT OF WAY LINE RW RD 4. Provide proper compaction of stormline trench. Test compaction EASEMENT LINE of lifts every 1.5 feet. Meet compaction requirements established in ISPWC Section 306. CONTOUR - - - -4500 - - - - 5. Provide proper compaction around all storm drains and manholes. FENCE Meet compaction requirement established in ISPWC Section 306. WATERLINE a•wrR v :> 6. Properly place non -shrink grouting around all piping and/or other voids in catch basins and manholes per ISPWC Section 502. SANITARY SEWER 12 SAN( 7. Provide concrete collars around all manholes. Concrete collars STORM SEWER 12 SD ,2 SD shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-508. POWER LINE CH, CH 8. Clean out all manholes and flush storm lines to provide a debris GAS LINE GA free stormwater system. CABLE LINE CAn cnry HLE INSPECTOR/ CITY INSPECTOR/ TELEPHONE LINE T FREQUENCY DATE DATE ROADWAY TESTING SANITARY MANHOLE O OS 1. Approval of clearing and grubbing of native material. Certify removal Of all organics. STORM MANHOLE O O 2. Approval of sub -grade materials. Scarify and compact sub- CATCH BASIN grade to meet compaction requirements per governing FIRE HYDRANT specifications (i.e. contract, Geotech report, ISPWC, etc.) 3. Approval of sub -base materials (pit run). Lift placement not to WATER VALVE pd B exceed 8". Provide sufficient compaction to meet requirement WATER METER ® p per governing specifications (i.e. contract, Geotech report, ISPWC' etc.) POWER POLE 4. Approval of aggregate base materials (3/4" crush). Lift STREET LIGHT placement not to exceed 8". Provide sufficient compaction to meet requirements per governing specifications (i.e. contract, TELEPHONE PEDESTAL a Geotech report, ISPWC, etc.) HLE INSPECTOR/ CITY INSPECTOR/ ELECTRIC JUNCTION BOX o FREQUENCY DATE DATE 5. Apply asphalt tack coat on contact surfaces of transverse and cold longitudinal joints. TELEPHONE FIBER OPTIC PEDESTAL 6. Approval of asphalt placement. Asphalt mat must meet min. UNDERGROUND UTILITY FLAG P thickness requirements after compaction. Provide sufficient compaction to meet requirements per governing specifications WATER SERVICE (i.e. contract, Geotech report, ISPWC, etc.) SANITARY SERVICE s-s- s�-sassss LANDSCAPE AREAS HLE INSPECTOR/ CITY INSPECTOR/ FREQUENCY DATE DATE CONCRETE TESTING 1. Approval of aggregate base, compaction, and rebar placement ASPHALT prior to pouring of concrete. 2. Use of expansion joints/material in sidewalks, slabs, and other CONCRETE items as required per ISPWC Section 703. 3. Provide proper surfacing, edging, and finish work as described by ISPWC Sections 703 and 705. 4. Concrete testing for slump, air entrainment, and compressive strength shall be performed for each concrete structure (i.e. curb, sidewalk, slabs, footings, walls, etc.). Testing required every 100 cu. yd. and/or individual calendar day per ISPWC , Section 703. NOTES: ow what's below. 1. Quality control testing must be performed to ensure that all construction methods and materials `call before you di are in accordance with ISPWC standards. CONTACTS MERIDIAN PUBLIC WORKS LUMEN CIVIL ENGINEER 2. The testing also aids the Project Engineer and appropriate governing body (i.e. city, county, etc.) in the MELANY HOYT BRADLEY MCNEW HLE, INC. process of certification and final acceptance of the development. (208) 898-5500 (208) 646-3599 LUKE JOLLEY, P.E. MHOYT@MERIDIANCITY.ORG BRADLEY.MCNEW@LUMEN.COM 800 WEST JUDICIAL MERIDIAN WATER & SEWER SPARKLIGHT BLACKFOOT, IDAHO 83221 3. Completion of this form will signify the preliminary acceptance by the Project Engineer and recommendation of (208) 785-2977 CONTACT MELANY HOYT (208)455-5548 the proposed development for final approval.. Ultimately, final approval is at the discretion of the governing 2101 E KARCHER RD TESTING & INSPECTION body of the proposed development (i.e. city, county, etc.) DEPARTMENT OF ENVIRONMENTAL QUALITY NAMPA, ID 83687 HLE VALERIE GREEAR TERENCE.ALSUP@SPARKLIGHT.BIZ JARED GERDES (208)373-0550 (208)524-0212 4. Failure to perform required testing and/or to receive initialization from Project Engineer will result in non VALERIE.GREEAR@DEQ.IDAHO.GOV SYRINGA NETWORKS JAREDG@HLEINC.COM acceptance of the the development. MIKE STAPLES IDAHO POWER (208) 860-1093 LANDSCAPE ARCHITECT PARIS DICKERSON MSTAPLES@SYRINGANETWORKS.NET STACK ROCK GROUP 5. Contractor assumes responsibility to contact Project Engineer 24 hours prior to required testing. Should (208) 388-2022 404 S. 8TH STREET scheduling conflicts arise due to failure to provide sufficient notice, said Contractor must reschedule as his/her PDICKERSON@IDAHOPOWER.COM BOISE, IDAHO 83702 own cost. INTERMOUNTIAN GAS COMPANY PRELIMINARY (800) 548-3679 FOR REVIEW CUSTOMERSERVICE@INTGAS.COM NOT FOR CONSTRUCTION L9 N r� Z CD N W N 00 L7 > In Z M 0000 CD - ] CD `- W N W CD N Q co w L7 00 Z J W o J L o Q LL Y Z o cu ] c m H W W ] H o lZ F. N > cu > w N J Q LU IY J - 2 c� U) J _ U 0 F J Lul N N U F a O DRAWN BY DESIGN BY BY SWR HLE FHECK BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE � O � Z � W Z U) > Q LU ~ W w W 2 0f U SHEET NO. C2 <.FSHEETS J O� a/ p al al m 2 ca 0 / a/ ar a/ 0 / MATCH BELOW RIGHT 3 ' a 0 W 3 , „ / „ , i , , , "a a U `lnW p •r$�a L \\ SITE INFORMATION ZONING = C-G PARCEL 2 AREA = 6.015 BIC (262,032 sf) BLDG AREA(COVERAGE) = 32544 sf W E FF ELEV = VAIRES PROP BLDG = 9 (SEE ARCHITECTURAL PLANS FOR DETAILS) s LANDSCAPEINFO INSTALL LANDSCAPING PER CITY OF GRAPHIC SCALE MERIDIAN ZONING CODE AND so o 15 so so STANDARDS. SEE LANDSCAPE PLAN FOR DETAILS. ( IN FEET ) PARKING INFORMATION 1 inch = 30 ft. PROVIDED: OPEN PARKING = 10 STALLS (2 ADA) GARAGE PARKING PROVIDED = 112 (56 2 CAR GARAGES) 112 DRIVEWAY (TANDEM) SPACES LOT 8 AMENDED MAGIC VIEW SUB DEED INSTRUMENT NO. 109065964 SITE NOTES: ( INSTALL PARKING LOT PAINT PER CURRENT MUTCD STANDARDS INSTALL 9'X20' STANDARD ADA STALL, INSTALL APPROPRIATE SURFACE MARKINGS AND SIGNS. Q INSTALL LIGHT FLEXIBLE PAVEMENT BALLAST TYPICAL SECTION PER GEOTECHNICAL REPORT AND DETAIL 3 ON SHEET C13. ® INSTALL HEAVY FLEXIBLE PAVEMENT BALLAST TYPICAL SECTION PER GEOTECHNICAL REPORT AND DETAIL 3 ON SHEET C13. SQ INSTALL 24" ROLLED CURB AND GUTTER PER ISPWC STD DWG SD-702. © INSTALL 24" LIP DOWN CURB AND GUTTER PER DETAIL 1 ON SHEET C13. Q INSTALL 24" CATCH CURB AND GUTTER PER ISPWC STD DWG SD-701. ® INSTALL 24" LIP DOWN CURB AND GUTTER PER DETAIL 1 ON SHEET C13. ® INSTALL 3' VALLEY GUTTER PER DETAIL 2 ON SHEET C13. ® INSTALL 4" THICK FLUSH SIDEWALK PER ISPWC STD. DWG. SD-709. ® INSTALL PEDESTRIAN RAMP PER ISPWC STD DWG SD-712G. Q 5' TRANSITION FROM (CATCH CURB TO LIP DOWN CURB) OR (ROLL CURB TO VERTICAL CURB). Q INSTALL FIRE LANE NO PARKING SIGN. CURB SHALL BE PAINTED RED BETWEEN ALL FIRE LANE SIGNS. ® INSTALL RETAINING WALL, TYPE AS NOTED ON SHEET C13. SEE SEPARATE RETAINING WALL DESIGN SET. ® INSTALL PEDESTRIAN PATH FLEXIBLE PAVEMENT BALLAST TYPICAL SECTION PER DETAIL 3 ON SHEET C13. ® ELECTRICAL APPURTENANCE FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR DETAIL. ® INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE REQUIREMENTS. SEE LANDSCAPE PLAN FOR DETAILS. ® SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. ® VALLEY GUTTER AT ENTRANCE PER ACHD SUPPLEMENTAL SD-708. ® INSTALL 24" CATCH CURB AND GUTTER PER ACHD SUPPLEMENTAL SD-701. ® INSTALL 5" THICK FLUSH SIDEWALK PER ACHD SUPPLEMENTAL SD-709. ® INSTALL PAVEMENT BALLAST TO MATCH EXISTING ROADWAY OR SP-3, 0.50 INCH (M") MIX, PG-64-28 THREE INCHES (3") THICK, AS A MINIMUM WITH 4" OF %" BASE OVER 20" OF 6" MINUS PIT RUN. SEE SECTION A -A ON SHEET C5. NOTES: 1. RADII SHOWN ARE TO BACK OF CURB. m h'42p 1 N g °IV , rg , o 6 ^ \ \ _ zs3 2s ryP \ 3 l al l l _ _ \ \ l - i.�0 ::�N �ti� 't•::>:.,. 2642� � � MATCH UPPER LEFT 0. MAk � 0' LOT 9 / /// ,- / / \ _ 0 _• FF, sq AMENDED MAGIC VIEW SUB \ry \M.Vkyzg38 82 ..;zs3i 2s DEED INSTRUMENT NO. 109065964 / ^ , / \ 1 \ rvNh — `\- / o 03 0 l al �o'sPT-ACK zT N ` ` 2 y a \ \ PROPOSED 20'WIDE G VEL ACCESS/MAINTENA CN E ROAD N Y l al / W o SSFD//yGF III `.zfi4 1Q 30'SANITAR\ ER AND WATER MAIN EASEMENT RECORDED BY SEPERATE INSTRUMENT \ �2 ryeF \ �Y� �\ \ \ \ 6A� T «00 sss i . q,•gs s" V �{ Z 16s Sr 2 y a 5 5 � � 26o55 Z\ ---ZED =m o A - _=FOUNDATION STEM WALL. \ \ \ A_R_C_HIT_E_T RA \� _ C U L PLANS.y/j� �yS Q hw - / 3z'p0, �j2 262T zz Z\\` FOUNDATION STEM s�p w = i ti o / rn / SEE ARCHITECTURAL PLANS. \ \ \ \ \ \ \ \ {y.} N I A F \ \ \ PROPOSED WALKING BRIDGE �-'` �\ � \ �' `� ` ^^ ^^^ Q \ MASS GRADING FOR THIS PHASE AS SHOWN IS \ \ \ z 50.00• g / •v' 3 BY OTHERS. \\ \ \ \ \� \\ iCcCGS � < \ \ \ UNDER CONSTRUCTION AS OF MAY 2022 � \ - -�Fpz { \ A \ (FINISHED DESIGN NOT FINALIZED)ZVI { / zEND 3' HIGH CHAIN LINK FENCE41 -'O /SEE SEPARATE RETAINING WALL DESIGN SET. ��c00 J \ ���N.�".9 \\� \ \ \ \ \ CONNECT TO EXISTING WATER STUB PROPOSED RE BY OTHERS. AREA \�\ �\`� \\ \\ , \ \�--�-- p ' \A 2. -= S 263] 'CONNECT TO EXISTING SEWER { i O 7 BEGIN THIGH CHAIN LINK FENCE SEE SEPARATE_R_ETAINING WALL DESIGN SET.- 2s31 ------------ -EXISTING 12"CULVERT TO \ BEABANDONED z / - 3 I \ \ �s�,._/--- PRELIMINARY ,/ _ � � �� ,. \ \�� � � -��� \ � FOR REVIEW NOT FOR �I� .� CONSTRUCTION L7 cN I� Z cv O CV W LN00 Z_ 00 00 O O W N Wz 0 o N Co L� Q CO OO Z J W p J —Cu 0 Q L9 u- U m Z O 03 N -2 L] W a) m� H C: Cl) to > Lu U1 Lu J P U) C7 J J _ O Q L] C Lu x N U F 2 C7 K a O DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE D O a J YYY li O w Luo z \w / Q Z o Q Y EL LLLI uLu U ''w^^ VJ J U SHEET NO. C3 OF� SHEETS GRADING LEGEND: 4710.5ELEVATION OF TOP BACK OF CURB L7 0.5 HIGH POINT LP10.5 LOW POINT / /// v N zo GRAPHIC SCALE 40 E ( IN FEET ) _ S 1 inch = 20 ft. 4710.5 / /// 2636 / ..';� '-� \ VP=385 CF LOT MATCH EXISTING / /// ' •4• ►::::::•�::.:.•. AMENDED MAGIC VIEW SUB •.•w • 2636.00 MATCH / EXISTING 12" CULVERT TO 2636.54r.•.•.•.. .. TBC-PI DEED INSTRUMENT NO. 109065964 / BE ABANDONED -T •: TBC-PIS- \ 4710.5 INFLECTION POINT / /// , '•'•f•,. '• \ STORM AREA E 4710.5 z 111 j , \` / 263S263s2636 5,600 SF POINT OF CURVATURE / 4710.5 / /// ,U �, �, \ �,� "ems: VR=578 CF TOP OF ASPHALT / �' a C,, c0 '�.' -r:•.; Pc ' O� �y/� VP=590 CF 4710.5 "/ /// Qry`O�6 00 "' �h' - \ '\ 0 2s3s.a2 g \\New IN ACCORDANCE WITH THE CITY OF MERIDIAN, IDAHO DESIGN STANDARDS ND THE LATEST REVISIONS OF TOA TOP WALL v O Ci SECTIONS 8000 AND 8200 OF THE ACHD POLICY MANUAL. 0.5 PATH tq'tz TBC / o __ / U \ 477 \" --�� 2635.88 TSWLO.S TOP OF SIDEWALK TBC-PC Al,F 263s• R. C STORM AREA F 4710.5 // / \ // \ �2635.72 \ QC L' NSI TNT ss, 283s \63?.; 5/�R=578 600 SF TOP OF CONCRETE ) ••• roc CF \ BC -PC VP=590 CF VG ° 5 VALLEY GUTTER " 4710.5 STORM AREA G GB GRADE BREAK / // / 2636.28 \ / `�Y P \' - \ o \ QU • �'�':':':': TBG -� - :: - / p \ 3,505 SF 4710.5 / r / ./ _ -4,80% / - - oN 2635.97 - \2636 .. _ ? S88 5 TOP TOP / /// -- ,, -N�TBC �__ FF, q. fr \ -?643 , VR=291 CF / 2636''.-... - lL/ 26 4710.5 _ -- SS` _ \ \N 3j�2 \ zs38 VP=738 CF r BTM BOTTOM / // /"<' / 4710.5 SWALE /J / &263155' .{:2:6T236B53C.50-0.05: T26BC5.62 TC�4710.5 POND B7.�� 3pSPND 2 2606 3j ?638 :...�`.•.. / �� /TBC: 2635.10:•i.. ' --263TBC /gpp NE/GN�2 �:�;-:...•:_. 4710.5 CURB TERMINUS _''�83� TRM / I '•' / - 'TBC-PC' 2635.52 2635.44 / •: d• v •.•... /;. TBC 4710.5 TOP OF GROUND/LANDSCAPE GHNIJ �:•: 10 q r TBC 2636.93 Vo � o z TBC 2635.41 0 " N m m ,� \ TBC\ o " STORM AREA A � /// � / J TBc � o \_ " N N � •-• ` � \ \ \ . � 263TBC \ � � � � ..:•:::: • N 14,496 SF 111 Zhf � Z h TBC-HP VR=1,366 / /// a M / oo \ zs3j. VP=1,380 / /// " N / m h�Nzif Z, / :::'•:.::• h �8"cs ��,`?38 7 \ \, �\ m $03 oSqG u 200 I _Y' // � n / ' / 2635.3 2035.20.• M,wH 2-0 9 p \ ri o TBC \263 09 2 I1, / s TBC-L / 2634.86 TBC-PI lgi.'L'O­SGT Toss, \/ /. \. \�� \ TBC-\ rec Pc\ / 5 pQ, iN. 26347- e\° •: >� � \ •26� i 2 ` NN , \ / iiTBC-LP /z.. o •.. \ o •• \ \` \ `\ma's 9/ j. s r 2639 ^SETggCK l - l w o l G /kpING '2640. .�••• / I - _ / / BASIN C FF �s S9 �R 'j:: •� II � ` � �s�� � \ • :•,.: . ' 2635.48 / TBC 2'pO l IgNFI 141 5 2631 - C CpNST Tss, 26CD 3? M h 2633 26u' r i � N (_� TEMPORARY MONITORINGWELL TO BE USED FOR G Q7 cy (G' XZ 2635 - \s 2636 \\ \ \ \\ \ A MINIMUM OF ONE MONITORING SEASON FROM 38? o / 6 65 - - _ ` APRIL 15 THROUGH OCTOBER 31 2022. / 26 _TBC-HP2633p �\ \\ I/ / ..•GJ:... / m _ C� /// , _•-...3 // (V� NNE // ✓ \ a � y.:.•• � \�\\ \ `\\ / "''•263 I --- �N 3�N \ �: \ \ \ :ii:r::•:{" / :.• 3 2631 a 2631.40� I ��/ 50 a ..4::::..:'.....• '�:.. / w / -7. ?263 - 2630.9 LNG ;u 'UNDATION STEM WALL. / / :•:• : / ° / Ni _ _ -SEE ARCHITECTURAL PLANS STORM AREA B i - \ 171235 SF / 1199.662 G�'s VR=1,770 CF TBC � VP=1,800 CF �b •: °^ ::Zs%:.? ; N \ STORM AREA D 3,550 SF �` • \2 VR-298 CF o , / ..• •. 2635.39 0 � � m O o � \\\ \ \ s 2632 \ \ \ \ \\\\ \ / / 2 •-- 2632829 8/�� mAv � ~��_�������_���\ \ o � 263 \ \\ \ Zz"-�- Z _ �_\\\ryab��s^' \ S�iv2j 2632.68 Q W W 2sd � / / / / _�_�_�_� -_- _- _�� •C ry6� `FG2S63S0_ 631- \ s `\ \ `rOT ��� 2 y v>'2 � / o / TBC-Pc_ e7y •'•/ / � � �� V e•- �\ `\� \ \�\ J_2bA4 00 / TBC-PC � mh�'2p� , / / PRELIMINARY \\ N \ \ \\ FOR REVIEW \� / / :: •..:._:, / FOUNDATI N TEM WALL~ ~ PROPOSED WALKING BR \ ~ ~ ~ ~ ~ � � � � � � / �•.2635.21.:-'•::-:. SEE ARCHITECTURAL PLANS J BY OTHERS. NOT FOR TBC-PI'• •' / 2630.39�, \ 3o NG STORM AREA C CONSTRUCTION 77,835 SF / VR=9,390 CF VP=9,697 CF / TEMPORARY MONITORING WELL TO BE USED -24?% / 263 .00 2S SO G .c FOR A MINIMUM OF ONE ONITORING SEASON FROM / / / / TBC-PI •'�• `7S!p / /� ~ �/ / �9T pF \ ` ` \ \\ \\ APRIL 15 THROUGH OCTOBER 312022. / 1.14% Oo / � / __��L AV / PROPOSED RECREATION AREA 2635.10 BASIN B / TBC-LP , .TBC-PC.. p� 2�� 2g / , ry6M BY OTHERS. N / 1,800 CF / / 26 263 263 2634:-..•• TBC-HP / s o / / /// 26/����� , / \ Q\ s `s\ �\\ `\ \ 31 2 3 / _� 2635.42' ti� / r \ s 2631.00 I 2631 I�•pC-I-I 34.68 / j'� I BC--H 2632 / BC -HP NG\\ \ \ 2633 _ -TBC-PC / Zy9 'y0/� 2632.67 3, 3% YE:-2631.99/ TBC-PC // NG o TBC-HP rn p 2 ,2630.98// 2631.47 EXISTIN DONEDLVERTTO2630�j_- -- -_ - BE ABANDONED _ _ a W2 ° T 263 p 63S W 2 S° � z 26320 ° p262g '0 ��������������� ' AMENDED MAGIC VIEW SUB - ° ti� 2629.07: DEED INSTRUMENT NO. 102038407 \ 2631.68 2631.95 M o30.01� 2634.35 rlb ry0�' � 26 kv _ TBC-PC TBC-PC Il U NG TBC-PC "'/ \ LOT 1, BLOCK 16 \ \� L7 C14 I- Z <v rn O CV } 6 V N� �W Z M 00 00 �] o0 W In W 0 o N L� Q oo 00 Z J W o J io o Q In LL U Z O (6 ] N m N W ] � o m H z: Cl)> to > m w N Q Y U Lu ro 2 J W > U) cs J J _ O a U CO3) Lu N O N 2 C7 a L) DRAWN BY DESIGN BV CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE Y Z Q Q p J D_ Q C� Lu Z_ z Q � �0 < W W U SHEET NO. C4 OF� SHEETS _ MATCH BELOW RIGHT r m W E W 3 S GRAPHIC SCALE , �V 0 15 30 60 ' , ( IN FEET) 1 inch = 30 ft. ' I CONNECT EXISTING I 10" WATERLINE ' ♦♦ I � I 3 ' \ , p /a I/K ' o a s; C n r ♦ o ' / a/ � ♦ LOT 8 ' / a/ a \ ♦ ` \ AMENDED MAGIC VIEW SUB DEED INSTRUMENT NO. 109065964 l al li" �, \ ♦ ♦ � � , l all Fm � � � �' M F 66 s9 Rg~~����1, `�'l�' .. ♦ '/ 3 / A,ry Q62 ♦' / i , l al = / � � OCpN'C'yT,66. ;`y:.:.,., / ♦ ♦ l � + L 44Jl 111 l �. �� z5g8sy MATCH UPPER LEFT lid LOT 9 I AMENDED MAGIC VIEW SUB / /// / 5i<' , / _ \ \M•1kyE6386z' \\ \\ DEED INSTRUMENT NO. 10965964 Co / V , *41 Ar / O/yS 6S ♦ owe S) 74- ARIA '1118) \` - l l --__-___��---------------- - �\ \ \ � \\ \\ � t♦ \ \ / �, � \ _ - � /ice 16 C CONNECT W TER STUB ,m \ 4 I III \, II �I I VI \II ul 1 VI / ------ zz - _ 1\ 'CONNECT TO EXISTING SEWER I I =ZZZZZZ zzzz EXISTING 12" CULVERT TO BE ABANDONED \ \—� ' PRELIMINARY / ^ ,♦ , _ \\ \ \�� \ FOR -�� \ R REVIEW SHEET C6 _ i �� \,�-- �` NOT FOR �I� CONSTRUCTION L7 c14 I- Z cv � O CV W00 OON W En W 0 o N 6 Q CO o0 Z J W o J —Cu 0 Q L9 LL Y Z O _N N m N -2 L3 W ai Q' t— -, Co to > > U1 Lu Lu J J _ 0 L] 00 Lu 2 N O N U F 2 2 a C, i DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE Y LLI � 0 Y W o J w � > Z Q 0 Y � W 2i U D SHEET NO. C5 1 OFTS SHEE O C0 eD Lo (`7 0fl cD U) CENTER 1/4 COR SEC 17 CONSTRUCION CENTERLINE N72o 70 18, 63j �� w c° I i I 11 �• n'i1 1 II — 11 500-1 10' MIN. SEE WATER NOTE ON COVER SHEET. / EXISTING 12" CULVERT TO BEABANDONED 2637 ELEV 2636 �0-- 2635-- 2634 PROPOSED GRADE 2633 RIM: 2631.50 2632 2631 m- EXISTING GRADE z 2630 L - L 7 STORM CB#1 2629 GRATE:2631.08 12" NW INV OUT:2628.08 2628 INSTALL 56' DF 12" ADS N-12. STORM PIPE @ 0.22% P-(ERL1N� 2627 — ---—J----\� --- VFW OFS C-g0� — — — — — — ---- SZ ALL g6 2626 -- --- —-----— — — — — — — - — — — — — — — — — — — 2625 — — — — — -- -- 2624-----1KO"TEE-----------L------- 2623----- ------ - - - - - - - - - - - - - - - - - - - - - - - SSMH#2 2622 - — — RIM:2634.29 — — — — — — — — NE 8" INV IN:2614.80 W 8" INV OUT:2614.70 SSMH#1 2621 — ---—RIM:2631.66— — — — — — — — — — — — — — — — — — — E 8" INV IN:2613.58 2620 --- -----— — — — — — — — — — — — — - — — — — — — — ---- 2619 — — — — — — — — — — — — — — 2618----- -----— — — — — — — — — — — — — L — — — — — — — — — — — 2617----- -----— — — — — — — — — — — — — - — — — — — — — — — — — 2616 — — — — — ----- — — — — — 2615----- -----— — — — — — — — — — — — — — — — — — — --- INSTALL 112 OF 8" ASTM D-3034 SAN. PIPE 1.00 % 2614-----— — — — — II -- — --------------------- 2613---------- EXISTI2' SANITARYSEWER-— — — — — —F — INV=2613.48 (CONTRACTOR TO VERIFY INFIELD) 1+00 1 If 1 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. CONSTRUCTION NOTES: GENERAL: 100-1 RETAIN AND PROTECT EXISTING UTILITY. INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE REQUIREMENTS. SEE LANDSCAPE PLAN FOR DETAILS. 18" MINIMUM SEPARATION BETWEEN NON -POTABLE SERVICES AND POTABLE WATER SERVICES. SEE WATER NOTE 3 ON COVER SHEET. REMOVAL AND REPLACEMENT: SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. WATER: INSTALL 12" WATER MAIN, MAINTAIN 6' MIN COVER. 400-2 INSTALL 8" WATER MAIN, MAINTAIN 6' MIN COVER. INSTALL 4" FIRE LINE. 400-4 INSTALL FIRE HYDRANT COMPLETE ASSEMBLY PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION STD DWG W8. 400-5 1" SERVICE LINE CONNECTION PER CITY OF MERIDIAN STD DWG W1. 400-6 INSTALL 1" WATER LANDSCAPE SERVICE PER CITY OF MERIDIAN STD. DRAWING W2. SEE LANDSCAPE PLANS FOR CONTINUATION. SEE PLUMBING PLANS FOR CHECK VALVE (BACKFLOW PREVENTER) LOCATION. INSTALL 4" GATE VALVE WITH TRAFFIC RATED COVER. 400-8 INSTALL 8" GATE VALVE WITH TRAFFIC RATED COVER. 400-9 INSTALL 12" GATE VALVE WITH TRAFFIC RATED COVER. 00-1 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG SD-403. SIZE AND ANGLE PER PLAN. 400-1 8"X4" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 400-1 12"X8" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 00-1 12" WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG SD-403. SEWER: INSTALL 8" SANITARY SEWER MAIN LINE AT 0.40% MIN SLOPE. INSTALL 4" SANITARY SEWER SERVICE AT 1.00% MIN SLOPE. SEE PLUMBING PLANS FOR CONTINUATION. SEWER MAIN CONNECTION TO MEET CITY OF MERIDIAN STANDARD. 500-3 INSTALL SANITARY SEWER MANHOLE PER ISPWC STD. DWG. IF-501 SEE SEWER MAIN PLAN AND PROFILE SHEET. STORM DRAIN: INSTALL 12" STORM PIPE AT 0.28% MIN SLOPE. 600- INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. 600-3 INSTALL 24" TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER PER ISPWC SD-617. PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF NOT LOCATED WITHIN SIDEWALK. 600-4 INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601 60 - INSTALL STORM INFILTRATION SYSTEM. SEE DETAIL ON SHEET C12 AND BMP 20 OF THE ACHD POLICY SECTION 8200. PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION L7 c14 I-- rl- Z cv M O CV } '' W N rn L9 ' ~ 1 00 00 NZ_ LL CD O W N W 0 o N L� Q 00 CO Z J W o J M o L7 LL 7 � m m N W � 6 N > Lu U1 uj J W > P U) c� J J Q L] C uj x N U T O ff U DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE W Y J_ LL O 0 a- Q a 0 W Z > Q Q Y Z L LI 2i Q Q/ a_ U SHEET NO. C6 14 OF SHEETS 0 12"S 12" So 12" SD 12" So \ s A\ k " \\\ i \ \ \ \ \ \ LANE \\ \\ \\ FIRE \ \, k\\\\\\ \ \ � \ � NO PARKING SIGN 10' MI . SEE "ATER N TE 2, ® �OVER SHEET. \\ \\\ \\ \\\ ` 6a ; • . '�'.;'.;N;..;'•'•:�;.r i;.;..r;C;�;.'••;�• BUILDING D \\ \\\\ \\\\ \�\\\ ll�\\\ \ �2s2g \ �.'` : :. �. ::.• •:::'•::::: •: w 2,688 sq. ft. FF=2635.40 ti• .. \ \\ MAX HEIGHT=65' ••�''• •. ' . � \\ \\\ \�\�\\\ \l\\\\ l�\i\\\ l�\\\\ \i saw ?s2B say s3o .�� •.�., . � IBC CONST. TYPE \ \ i \ �TYP 50 3 III 'I i I I I I I I I I I LPROP--OS€D£,RAD€ AL -t f L I I I I I I I I STORM SDMH#1 STORM SDMH#2 L GRATE:2634.43 GRATE:2634.63 12" S INV IN:2630.96 / 12" E INV IN:2631.44 L- 12" E INV OUT :2630.86 L -t L 12" N INV OUT:2631.34 STORM CB#3 GRATE:2634.32 z 12" W INV IN:2630.84 - STORM CB#2 INSTALL 169' OF 12" ADS N-12. STORM PIPE @ 0.22 % 12" SE INV OUT:2630.74 - u' / GRATE:2634.23 12"WINV OUT:2631.46 _ _ r - T r EXISTING GRADE - - - - -- I I I I I I I -------------i-- INSTALL423LOEB'-C-90 PVC WATER LINE -------------- I -- I I I 8-90° BEND I I I LL I I I - - - - I I I - - - - - - - -L I I -t I I I I L I I I LPL I I I I SSMH#4 I I -SSMH#5 - RIM :2635.39 RIM:2635.93 E 8" INV IN:2618.40 S 8" INV OUT:2618.93 N8"INV IN:2618.40 S 8" INV OUT:2618.30 I I L I I L I L I I I L -SSMH#3 - RIM:2634.48 N 8" INV IN:2615.15 SW 8" INV OUT:2615.05 I t--tt--t I I I I I I -- I I I I LLL I I I I I I I I -t I I I I L I I I I t-4t--t I I I I I I I I I I I I -- I I I I I I I I I I I I I I I PIPE @ 1.00 L �034 SAN. INSTALL 3T6'OF4' ASTM - - - - i- INSTALL 5T OF 8" ASTM D-3034 SAN. I PIPE @ 1.00% --- I I I I ----------LLLLL I I I I I I I I I I I I I I I I I I - I I 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. CONSTRUCTION NOTES: 100-1 RETAIN AND PROTECT EXISTING UTILITY. Q INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE REQUIREMENTS. SEE LANDSCAPE PLAN FOR DETAILS. 18" MINIMUM SEPARATION BETWEEN NON -POTABLE SERVICES AND POTABLE WATER SERVICES. SEE WATER NOTE 3 ON COVER SHEET. REMOVAL AND REPLACEMENT: 300-1 SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. WATER: INSTALL 12" WATER MAIN, MAINTAIN 6' MIN COVER. 400-2 INSTALL 8" WATER MAIN, MAINTAIN 6' MIN COVER. Q INSTALL 4" FIRE LINE. 400-4 INSTALL FIRE HYDRANT COMPLETE ASSEMBLY PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION STD DWG W8. 400-5 1" SERVICE LINE CONNECTION PER CITY OF MERIDIAN STD DWG W1. 400-6 INSTALL 1" WATER LANDSCAPE SERVICE PER CITY OF MERIDIAN STD. DRAWING W2. SEE LANDSCAPE PLANS FOR CONTINUATION. SEE PLUMBING PLANS FOR CHECK VALVE (BACKFLOW PREVENTER) LOCATION. INSTALL 4" GATE VALVE WITH TRAFFIC RATED COVER. 400-8 INSTALL 8" GATE VALVE WITH TRAFFIC RATED COVER. 40 - INSTALL 12" GATE VALVE WITH TRAFFIC RATED COVER. 00- WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG SD-403. SIZE AND ANGLE PER PLAN. 400-1 8"X4" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 400-1 12"X8" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 12" WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG SD-403. 400-1 12"x10" REDUCER. SEWER: INSTALL 8" SANITARY SEWER MAIN LINE AT 0.40% MIN SLOPE. 500-2 INSTALL 4" SANITARY SEWER SERVICE AT 1.00% MIN SLOPE. SEE PLUMBING PLANS FOR CONTINUATION. SEWER MAIN CONNECTION TO MEET CITY OF MERIDIAN STANDARD. INSTALL SANITARY SEWER MANHOLE PER ISPWC STD. DWG. IF-501 SEE SEWER MAIN PLAN AND PROFILE SHEET. STORM DRAIN: INSTALL 12" STORM PIPE AT 0.28% MIN SLOPE. 600-2 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. INSTALL 24" TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER PER ISPWC SD-617. PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF NOT LOCATED WITHIN SIDEWALK. ® INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601 INSTALL STORM INFILTRATION SYSTEM. SEE DETAIL ON SHEET C12 AND BMP 20 OF THE ACHD POLICY SECTION 8200. PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION L7 04 I-- rl- Z cv O-) CD C'4 } � V W N 00 L7 Lo ti Z_ c0 00 O CD 0 W N W 0 o N Cl L7 Q 00 Z J W p J io 0 Q L9 u_ U m Z O 03 N m N W (D a o m H C: Cl) N > > U1 uj J U) c� J J Q U CO3) uj x N N U F x C7 0 DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE W Y J_ IL 0 d- O o 0 W Q Q Y � Z W Lu Q W 2i J � U SHEET NO. C7 14 OF SHEETS ,.2643---- \ 2643 2ssr 2642 26p1 . i N 2sAS, —_� , ..i.��•: ; : --,--ram 5+00 - -T BUILDIRG' G C 2,588 sq. ft. - :•:• BUI D 2,588 sq. ft. BUILDING I 2,588 sq. ft. _ '2646— - — _ i 5 FF=2636.62 MAX HEIGHT=65' TYPE FF=2637.72 MAX H�FI-65' TYBE� _ - - FF=2638.82 _MAX HEIGHT=65' - BC CONST. _ _ _ K. —IBC CONST. TYPE -- TYP - FIRE LANE:•.::'�•:•: r.,:.; ..'.:�::'.;::; .•' -NO PARKING SIGN • ' • - /j �'.9, / / - P / OSED 20' WIDE GRAVEL ACCES 2sA PROPOSED S/MAINTENANCEROAD — BUILDING E / 5,596 sq. ft. UNDER pINGFo \ v �\v , 5,596 sq. ft. FF=2638.22 \ (FiN/S CONS OR RTHiS jd,�'.,'.•':.'.••.,•.; _ 0� _ \ HFp RUCTIO PHASE ��. FF=2636.90 ti MAX HEIGHT=65' pFS N AS \ /G AS S \ N O H O MAX HEIGHT=65' IBC CONST. TYPE // \ NOTE/NPMAy2 ftNIS \ \ :'••7 •'r 7.�. m o 0 \ AC 2 IBC CON ST. / \ F 26, 26- 26, 26: 26, 26, 26, 26, 26, 26, 26: 26. 26, 26, 26, 26, 26, 26, 26, 26, 26: 26 26, 26' 26' 26' N E W S GRAPHIC SCALE zo o ro zo ao ( IN FEET ) 1 inch = 20 ft CONSTRUCTION NOTES: GENERAL: 100-1 RETAIN AND PROTECT EXISTING UTILITY. INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE REQUIREMENTS. SEE LANDSCAPE PLAN FOR DETAILS. 18" MINIMUM SEPARATION BETWEEN NON -POTABLE SERVICES AND POTABLE WATER SERVICES. SEE WATER NOTE 3 ON COVER SHEET. REMOVAL AND REPLACEMENT: SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. WATER: INSTALL 12" WATER MAIN, MAINTAIN 6' MIN COVER. 400-2 INSTALL 8" WATER MAIN, MAINTAIN 6' MIN COVER. INSTALL 4" FIRE LINE. 400-4 INSTALL FIRE HYDRANT COMPLETE ASSEMBLY PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION STD DWG W8. 400-5 1" SERVICE LINE CONNECTION PER CITY OF MERIDIAN STD DWG W1. 400-6 INSTALL 1" WATER LANDSCAPE SERVICE PER CITY OF MERIDIAN STD. DRAWING W2. SEE LANDSCAPE PLANS FOR CONTINUATION. SEE PLUMBING PLANS FOR CHECK VALVE (BACKFLOW PREVENTER) LOCATION. INSTALL 4" GATE VALVE WITH TRAFFIC RATED COVER. 400-8 INSTALL 8" GATE VALVE WITH TRAFFIC RATED COVER. 400-9 INSTALL 12" GATE VALVE WITH TRAFFIC RATED COVER. 00-1 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG SD-403. SIZE AND ANGLE PER PLAN. 400-1 8"X4" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 400-1 12"X8" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 00-1 12" WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG SD-403. 400-1 12"x10" REDUCER. SEWER: 500-1 INSTALL 8" SANITARY SEWER MAIN LINE AT 0.40% MIN SLOPE. 500-2 INSTALL 4" SANITARY SEWER SERVICE AT 1.00% MIN SLOPE. SEE PLUMBING PLANS FOR CONTINUATION. SEWER MAIN CONNECTION TO MEET CITY OF MERIDIAN STANDARD. INSTALL SANITARY SEWER MANHOLE PER ISPWC STD. DWG. IF-501 SEE SEWER MAIN PLAN AND PROFILE SHEET. INSTALL 12" STORM PIPE AT 0.28% MIN SLOPE. 600-2 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. INSTALL 24" TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER PER ISPWC SD-617. PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF NOT LOCATED WITHIN SIDEWALK. ® INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601 INSTALL STORM INFILTRATION SYSTEM. SEE DETAIL ON SHEET C12 AND BMP 20 OF THE ACHD POLICY SECTION 8200. PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 19 N ti C7 Z Np N W Z k z>0000 E N N �• W In W o N Z Z � � a 0 — W o Q [� LL Y Q. Z O C'a 7 F N m W G W ai m F R F. N > Cu > w N J Q — ' U Lu Q Y � � R U w x J H f!A J [] o J x N N U F T K 0 U DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE W Y ILL 0 a- ° Q 0 w Z z Q Q Y � z Q LIJ 2i 0- U SHEET NO. C8 14 OF SHEETS // \ \\ PROPOSED 20'WID/ GRAVEL ACCESS/MAINT ANCE ROAD \ N/ �zxo \\ 1�'-MIN. E WAT OTE 2, \ \/ \ \ \ \ `\ MOVE EXISTING BLOW -OFF AN SH 2. / \ \ \ \\ '� CONNECT TO EXISTING WATER STW CONNECT TO EXISTING SEWER 537 26, 26, 2& 26, 26 26, 26: 26: 26: 26: 26: 26: 26: 26: 26 26: 26: 26: 26: 26: 26: 26: 26: 26: 26, Za GRAPHIC SCALE .a ( IN FEET ) 1 inch = 20 ft. CONSTRUCTION NOTES: GENERAL: 100-1 RETAIN AND PROTECT EXISTING UTILITY. INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE REQUIREMENTS. SEE LANDSCAPE PLAN FOR DETAILS. 18" MINIMUM SEPARATION BETWEEN NON -POTABLE SERVICES AND POTABLE WATER SERVICES. SEE WATER NOTE 3 ON COVER SHEET. REMOVAL AND REPLACEMENT: SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. WATER: INSTALL 12" WATER MAIN, MAINTAIN 6' MIN COVER. 400-2 INSTALL 8" WATER MAIN, MAINTAIN 6' MIN COVER. INSTALL 4" FIRE LINE. 400-4 INSTALL FIRE HYDRANT COMPLETE ASSEMBLY PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION STD DWG W8. 400-5 1" SERVICE LINE CONNECTION PER CITY OF MERIDIAN STD DWG W1. 400-6 INSTALL 1" WATER LANDSCAPE SERVICE PER CITY OF MERIDIAN STD. DRAWING W2. SEE LANDSCAPE PLANS FOR CONTINUATION. SEE PLUMBING PLANS FOR CHECK VALVE (BACKFLOW PREVENTER) LOCATION. INSTALL 4" GATE VALVE WITH TRAFFIC RATED COVER. 400-8 INSTALL 8" GATE VALVE WITH TRAFFIC RATED COVER. 400-9 INSTALL 12" GATE VALVE WITH TRAFFIC RATED COVER. 00-1 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG SD-403. SIZE AND ANGLE PER PLAN. 400-1 8"X4" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 400-1 12"X8" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 00-1 12" WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG SD-403. 400-1 12"x10" REDUCER. SEWER: 500-1 INSTALL 8" SANITARY SEWER MAIN LINE AT 0.40% MIN SLOPE. 500-2 INSTALL 4" SANITARY SEWER SERVICE AT 1.00% MIN SLOPE. SEE PLUMBING PLANS FOR CONTINUATION. SEWER MAIN CONNECTION TO MEET CITY OF MERIDIAN STANDARD. INSTALL SANITARY SEWER MANHOLE PER ISPWC STD. DWG. IF-501 SEE SEWER MAIN PLAN AND PROFILE SHEET. STORM DRAIN: INSTALL 12" STORM PIPE AT 0.28% MIN SLOPE. 600-2 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. INSTALL 24" TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER PER ISPWC SD-617. PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF NOT LOCATED WITHIN SIDEWALK. ® INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601 INSTALL STORM INFILTRATION SYSTEM. SEE DETAIL ON SHEET C12 AND BMP 20 OF THE ACHD POLICY SECTION 8200. PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 19 N ti Z Np N W Lo r- L7 Z_ 00 oo � � N W Ul W CD N CO w L7 Q ZJ W o Q [� u- Y IY Z O _m F N m N Ll m W 7 _ o F N > m w III J Q 'U w CU w J W H J [] o J � x N 0 N U F T K O U DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE W Y LL 0 a- ° Q o w Z z > Q Q Y � z LLI 2i W U SHEET NO. C9 14 OF SHEETS i z SEE SHEET C12 FOR DETAILS CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF ELECTRONIC MARKERS ON ECH CORNER PERMANENT MONITORING WELL. WILL NEED TO BE USED FOR DURING CONSTRUCTION AND PRIOR TO BACKFILLING. THE MONITORING FROM APRIL 15 TO OCTOBER 312022 (TYP 4 PLACES) 600-5 - ---- RW RW -" --RW ---------------- fkVV------------------------ RW-------- RW -p� --RW -- --RW - o Ma___---- -- GRAPHIC SCALE O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / O 3 o d3 d3 3 d d3 d3 d3 d 20 0 10 20 40 Al pERMANENTMONITORING WELL. z sne 12" i I ••snN( iz•• iz IsnNl iz•sn / / j i / WILL NEED TO BE INSTALLED AND MONITORED FROM APRIL 15 TO +00 1 OCTOBER 31 2022. MONITORING WILL CONTINUE AFTER IN FEET 1 inch = 20 ft. / / / - ER FA. R i z• w--Fig. z., Fig. FA. rn� 400- d of T�CONSTRUCTION NOTES: 2632 2632�� 2W3 2634 2635 2636 2637 2638 z639 GENERAL: 2632 2632 2633 2633 2636 100-1 RETAIN AND PROTECT EXISTING UTILITY .263'4/�f/_J 2634 - _ INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE TEMPORARY MONITORING WELL TO BE USED FOR A MINIMU OF 7 7 C C C REQUIREMENTS. SEE LANDSCAPE PLAN FOR DETAILS. e w"' ONE MONITORING SEASON FROM APRIL 15 THROUGH OCTO ER 31 2022. °J 216032.67 \\ BUILDING B BUILDING C I Q 18" MINIMUM SEPARATION BETWEEN NON -POTABLE SERVICES AND TBC-PC TBC-PC rn BUILDING 4.\ i POTABLE WATER SERVICES. SEE WATER NOTE 3 ON COVER SHEET. 1 \ W 5,500 sq. ft. I} FF 26377.04 .{ 2631.47 5,500 sq. ft W TBC-PC rn FF=2635.7 FF=2635.91 �263'2 'T aR 2631.95 \ A MAX HEIGHT 65' MAX HEIGHT=65' MAX HEIGHT=65' TBC-PC IBC CONST. PE IBC CONST. REMOVAL AND REPLACEMENT: 2 \ TYPE C IBC CONST. TYPE \ � i i 300-1 SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ACHD EXISTING 12" CULVERT TO v 1 `,` \ TEMPORARY MONITORING WELL TO BE USED FOR A MINIMUM OF SUPPLEMENTAL SD-303. µ`N BE ABANDONED rn \ ONE MONITORING SEASON FROM APRIL 15 THROUGH OC OBER 31 2022. W N \ WATER: N INSTALL 12" WATER MAIN, MAINTAIN 6' MIN COVER. 2642 40 2642 O oi N 400-2 INSTALL 8" WATER MAIN, MAINTAIN 6' MIN COVER. Q INSTALL 4" FIRE LINE. 2641- - - - - - - - - - - t -- I -4 t -- -- - - - - - - - - -6 2641 W 400-4 INSTALL FIRE HYDRANT COMPLETE ASSEMBLY PER CITY OF MERIDIAN Q U SUPPLEMENTAL SPECIFICATION STD DWG W8. 2640------------1- -tt- -t�F 2640 400-5 1" SERVICE LINE CONNECTION PER CITY OF MERIDIAN STD DWG W1. 400-6 INSTALL 1" WATER LANDSCAPE SERVICE PER CITY OF MERIDIAN STD. 2639 / 2639 DRAWING W2. SEE LANDSCAPE PLANS FOR CONTINUATION. SEE N / PLUMBING PLANS FOR CHECK VALVE (BACKFLOW PREVENTER) / LOCATION. 2638 t -- -4 t -- M ID j / -2638 INSTALL 4" GATE VALVE WITH TRAFFIC RATED COVER. M> / Lo J / 400-8 INSTALL 8" GATE VALVE WITH TRAFFIC RATED COVER. r W / 26371-�.. T 2637 40- INSTALL 12" GATE VALVE WITH TRAFFIC RATED COVER. m rn N� / 00- WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG 2636-c a u / 2636 SD-403. SIZE AND ANGLE PER PLAN. PROPOSED TOP OF AURB ) U /L 20 /o / 400-1 8"X4" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 00 2635 t- --t � EXISTING E�GE OF ASPHALT -w 2635 400-1 12"X8" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. Lo O O N i � 12" WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG M SD-403. 2634cv �> �N > 0 2634 1�w NN ��� Co W 400-1 12"x10" REDUCER. Co N > W LU 2633 A t > �'1 w +J oW F-m + � o uJ Q U uJ ~ 2633 SEWER: RIM: 2631.50 F pD QU F m m co ~ TL=2 94 (U) CO Bi92 �� INSTALL 8" SANITARY SEWER MAIN LINE AT 0.40%MIN SLOPE. 2632 Yn 1=T�1� -fps -I� - - -rl 2632 500-2 INSTALL 4" SANITARY SEWER SERVICE AT 1.00% MIN SLOPE. SEE z PLUMBING PLANS FOR CONTINUATION. SEWER MAIN CONNECTION TO MEET CITY OF MERIDIAN STANDARD. 2631 fi rt rt------1-rt fi 2631 INSTALL SANITARY SEWER MANHOLE PER ISPWC STD. DWG. IF-501 SEE EXISTING MH#3 SEWER MAIN PLAN AND PROFILE SHEET. N 12" INV IN:2625.71 S 12" INV OUT:2625.62 STORM DRAIN: 2629 STORM CB#1 4 - - - - - - 2629 INSTALL 12" STORM PIPE AT 0.28% MIN SLOPE. GRATE:2631.08 INSTALL 11& OF 18" SOLID WALL PIPE 12" NW INV OUT:2628.08 600-2 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. I - fi - I fi � INSTALL 24" TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER Z PER ISPWC SD-617. PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF -� a O O O O O O �3_OF 12" C-900 PVC WATE LINE NOT LOCATED WITHIN SIDEWALK. 2627 2627 ®INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601 cO INSTALL 56' OF 12" ADS N-12. STORM PIPE (a� 0.22% O O O O O INSTALL STORM INFILTRATION SYSTEM. SEE DETAIL ON SHEET C12 AND 2626 - - - - - - - - - - - - - - 4 2626 BMP 20 OF THE ACHD POLICY SECTION 8200. LI _ _ 2625 � O ExOisrw�#2 - t------------1-rt fi 2625 RIM :2631.72 N12"INV IN: 2615.86 > 2624 S 12" INV OUT:2615.76-SEEPAGEBE6 IL f4 SEET ON SHEET C12 J__ INSTALL 41' OF 12" C-900 PVC"ATE R LINE i 2623 INSTALL 20' OF 12" C-900 PVC TER LINE - ' �. ' •�= 2623 2622 fi:.;., `:. :: - --1, -- ----- rt fi rt fi 2622 ER 2621 EXISTING MH#1- SSMH#1 I - - - - - - - - - - - - - - - - - - - - i � �PN\ToSEW 2621 RIM :2631.58 RIM:2631.66 N 12" INV IN:2612.16 E 8" INV IN:2613.58 EX\ST\NG 121 S 12" INV IN:2612.74 2620 E12":NV:N:2611.84--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2620 W 18" INV OUT:2611.71 I I I I I I I I I I 2618- - - - - - - - - ------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2618 I I I I I I I I I I 2617------------- -�----------�----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2617 I I I I I I I I I I I I I I I I I I I 2615------------- -- ---------------------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2615 I I I I I I I I I I I I I I I I I I I 2614--------- -�- - -- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2614 I I I I I I I I I I I I I I I I I I I 2613--------- -1------------rt--------------------------1-------------rt--------------------------1----------------------------------------fi----- 2613 PRELIMINARY 2g FOR REVIEW 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+Z512 NOT FOR CONSTRUCTION L7 N ZC?CV } W N L7 � ti Z_ �C 00 O O W N W 0 o N 6 Q CO O Z J W o J io o Z O N N m N -2 W o m H N > > N J Q .� Lu Lu 2 J W > U) c9 J O J Q _ C] Lu N 0 N U x c9 K a Q DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE J Y LL Q O 0 a- 0 0 LLJ Z > Q Z Q Z Q LL.I 2i U SHEET NO. C10 14 OF SHEETS 26! 26: 26! 26, 26, 26, 26, 26, 26, 26, 26, 26, 26, 26f 26f 26, 26f 26f 26( 26' 26, 26: 26, 26, 26, 26, 26, 26, TI, GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft CONSTRUCTION NOTES: GENERAL: 100-1 RETAIN AND PROTECT EXISTING UTILITY. INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE REQUIREMENTS. SEE LANDSCAPE PLAN FOR DETAILS. 18" MINIMUM SEPARATION BETWEEN NON -POTABLE SERVICES AND POTABLE WATER SERVICES. SEE WATER NOTE 3 ON COVER SHEET. REMOVAL AND REPLACEMENT: SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. WATER: INSTALL 12" WATER MAIN, MAINTAIN 6' MIN COVER. 400-2 INSTALL 8" WATER MAIN, MAINTAIN 6' MIN COVER. INSTALL 4" FIRE LINE. 400-4 INSTALL FIRE HYDRANT COMPLETE ASSEMBLY PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION STD DWG W8. 400-5 1" SERVICE LINE CONNECTION PER CITY OF MERIDIAN STD DWG W1. 400-6 INSTALL 1" WATER LANDSCAPE SERVICE PER CITY OF MERIDIAN STD. DRAWING W2. SEE LANDSCAPE PLANS FOR CONTINUATION. SEE PLUMBING PLANS FOR CHECK VALVE (BACKFLOW PREVENTER) LOCATION. INSTALL 4" GATE VALVE WITH TRAFFIC RATED COVER. 400-8 INSTALL 8" GATE VALVE WITH TRAFFIC RATED COVER. 400-9 INSTALL 12" GATE VALVE WITH TRAFFIC RATED COVER. 00-1 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG SD-403. SIZE AND ANGLE PER PLAN. 400-1 8"X4" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 400-1 12"X8" TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 00-1 12" WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG SD-403. 400-1 12"x10" REDUCER. SEWER: 500-1 INSTALL 8" SANITARY SEWER MAIN LINE AT 0.40% MIN SLOPE. 500-2 INSTALL 4" SANITARY SEWER SERVICE AT 1.00% MIN SLOPE. SEE PLUMBING PLANS FOR CONTINUATION. SEWER MAIN CONNECTION TO MEET CITY OF MERIDIAN STANDARD. INSTALL SANITARY SEWER MANHOLE PER ISPWC STD. DWG. IF-501 SEE SEWER MAIN PLAN AND PROFILE SHEET. STORM DRAIN: INSTALL 12" STORM PIPE AT 0.28% MIN SLOPE. 600-2 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. INSTALL 24" TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER PER ISPWC SD-617. PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF NOT LOCATED WITHIN SIDEWALK. ® INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601 INSTALL STORM INFILTRATION SYSTEM. SEE DETAIL ON SHEET C12 AND BMP 20 OF THE ACHD POLICY SECTION 8200. PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION ti Z p N W 19 Z_ ao 00 E ] N N �• W !n W 04 o N � w L7 Q ZJ W o J F o Q LL Y Q Z _m ] NO F m W W ] F o R F U N > m > w UI J Q 'v w w J c� J [] o J x N N U F U K 0 U DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE Q>- O 0 LU Q J Y o W w �2i U SHEET NO. C11 14 OF SHEETS INV. 3" ABOVE BASE I1 L SEE PLA \ \ / 1500 GAL. 90" 8" PIPE 1500 GAL. 90" 12" SOLID WALL PVC ASTM D 3034 PIPE EXTENDED 5' INTO DRAIN ROCK (TYP) 24" DIA. TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER PER ISPWC SD-617, PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF NOT LOCATED WITHIN SIDEWALK. 5' SAND/GREASE TRAP MIN (BOISE VAULT OR APPROVED EQUAL WITH BAFFLES) * PROVIDE WATER -TIGHT SEALS PIPE LAYOUT PER PLAN PROVIDE GRADE RINGS AS NECESSARY (12" MAX). SET FLUSH WITH FINISH GRADE. 6PFFV�' S n� BAFFLE SPACING PROFILE VIEW IS 11 INCHES 12" OR 18" PRE -MANUFACTURED PERFORATED ADS N-12 PVC ASTM D 3034 PIPE OR APPROVED EQUAL PERFORATIONS ON TOP (1/2 OF PIPE ONLY). 2 W � Q TOP OF SYSTEM (T) SEE 12" SOLID WALL PVC ASTM D 3034 TABLE PIPE EXTENDED 5' INTO DRAIN ROCK I � lm BOTTOM OF ROCK (B)- II I I�III� IIIIII BOTTOM OF SAND (BS) — EXCAVATE MIN. 2' INTO FREE DRAINING SANDS AND GRAVEL (TYP.) SEE NOTE 4 PROFILE VIEW 12" PRE -MANUFACTURED PERFORATED ADS N-12 PVC ASTM D 3034 PIPE OR APPROVED EQUAL PERFORATIONS ON TOP (112 OF PIPE ONLY) (TYP) CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF ELECTRONIC MARKERS ON ECH CORNER LENGTH / DURING CONSTRUCTION AND PRIOR TO BACKFILLING. VARIES SAND LAYER TO FREE DRAINAGE MATERIAL (18" MIN.) ASTM C-33 SAND z z wz 2 O w — (W) VARIES SEE TABLE — Qa ui FINISHED GRADE N (FG ROADWAY w m r w w U) SEASONAL HIGH GROUNDWATER (SHGWE) 12" OR 18" PRE -MANUFACTURED PERFORATED ADS N-12 PVC ASTM D 3034 PIPE OR APPROVED EQUAL PERFORATIONS ON TOP (1/2 OF PIPE ONLY) (TYP). AASHTO M288 CLASS II NON -WOVEN GEOTEXTILE ON TOP AND SIDES ONLY 1.5"-2" WASHED ANGULAR DRAIN ROCK IN -SITU OR NATIVE COMPACTED SOILS PER PAVEMENT REQUIREMENTS EXTEND BOTTOM OF SAND FILTER MIN. OF 2' INTO FREE DRAINING SOILS OBSERVATION WELL PER ACHD SUPPLEMENTAL SD-627 NOTES 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND SHALL VERIFY ALL MATERIALS LOCATION AND SIZE. 2. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM OF 3'. CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF GROUND WATER IS ENCOUNTERED WITHIN T OF THE BOTTOM OF ANY INFILTRATION FACILITY. III III III III III III 3. CONTRACTOR SHALL ALLOW THE OWNERS GEOTECHNICAL ENGINEER TO TEST THE PERCOLATION RATE AT III III III _ � IIII IIII EACH OF THE SEEPAGE BEDS PRIOR TO INSTALLATION. BEDS WILL BE RE -DESIGNED (BY PROJECT ENGINEER) II -III-III-III-I I I III III III III III TO MATCH THE PERCOLATION RATE IF THE VALUE IS LESS THAN THE LISTED PERCOLATION RATE. III —III — —III 4. CONTRACTOR TO EXCAVATE 3-FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND WATER PRESENT. III ICI -ICI CI I -I III II 5. DRAINAGE CONTRACTOR SHALL INSTALL 4" SCH 80 WATER CLASS PIPE CONDUITS (AS NEEDED) THROUGH � — THE SEE PAGE BEDS FOR WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES, AND TELEPHONE LINES, THE PRECISE LOCATION, DEPTH, AND SIZE SHALL BE DETERMINED AT THE PRE -CONSTRUCTION 0 o_y o o `- — 1.5"-2" WASHED CONFERENCE OR BY THE ENGINEER. - — DRAIN ROCK PORTION OF PIPE LYING IN DRAINAGE SAND MUST BE ` �- �� WRAPPED IN A DRAINAGE, — > _ GEOTEXTILE, TYPE 14 (ISPWC SECTION 2050) IIIIII III -- 8" MIN. DEPTH III- STM C-33 SAND IIIIIIIIIII III In In In In IIII III III III III 3 ° III III III III III III III III III III III III III III III=1 MIN - III-11I 1.0' Mw. =111 III III III III III III -III III III III III III III III III- - III III=III III III -III III III=III III III III III III III - =I I I=I I I=I I I=111-11I III III- - OBSERVATIONS WELLS To — = EXTEND TO A MINIMUM OF 1' SEASONAL HIGH GROUNDWATER SHGWE FOOTPLATE BELOW THE BOTTOM OF NOTE: CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THE SAND IN THE SEEPAGE BEDS. GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY SEEPAGE BED TYPICAL CROSS SECTION SCALE:NOT TO SCALE INFILTRATION TRENCH SCHEDULE BOTTOM SAND WIER SAND SEEPAGE RIM TOP SYSTEM LENGTH WIDTH DEPTH BOTTOM SAND GROUND INF RATE VOLUME VOLUME SAND SAND SAND PERF GREASE ELEV. GREASE BED (A) FINISH GRADE (T) (L) (W) (D) ROCKWATER (1 8" MIN') (IN HR) SOILS REQUIRED PROVIDED LENS LENS LENS PIPE TRAP (C-2) TRAP INV. (FG) (B) (SHGWE) (FT) (100YR) (FT) LENGTH WIDTH DEPTH SIZE INV. IN OUT (D) (B) NOT SEE A 2631.50 2631.50 2629.11 115' 5' 6.0' 2623.11 2621.61 2in/HR GEOTECH 1,366 1,380 118, 5' 1.5' 18" 2627.96 2627.86 2627.61 OBSERVED REPORT NOTES 1. DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER PIPE CONDUITS THROUGH SEEPAGE TRENCHES FOR WATER SERVICES, UNDERGROUND POWER LINES, AND TELEPHONE LINES, SEWER SERVICES SHALL BE PLACED IN 6" DIA. SCH 80 PIPE THROUGH SEEPAGE TRENCHES, THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER. 2. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FORE REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3; MIN. CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE SEEPAGE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. 3. ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUND CAP 4. CONTRACTOR TO EXCAVATE TO DEPTH RECOMMENDED IN GEOTECHNICAL REPORT, AND BACKFILL IN COMPLIANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. SEE MITI REPORT B131248g DATED NOV. 15, 2013. 5. LIMESTONE BASED GRAVEL WILL NOT BE ACCEPTED. 6. WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 7. BOTTOM OF SAND LAYER IS MINIMUM EXCAVATION. 8. SEEPAGE BED IN FREEWAY DRIVE PER ACHD STANDARD DWG. BMP 20 FOR ADDITIONAL INFO. OSEEPAGE BED DETAIL 5 SCALE NOT TO SCALE FINISH SURFACE FILTER FABRIC UNDISTURBED MATERIAL 3/8" PERFORATIONS IN VALLEYS OF CORRUGATED PIPE 5 EACH. METAL CAP WITH LOCK TOPSOIL OR AGGREGATE GROUND WATER OBSERVATION WELL NOTE: MONITORING WELLS IN RIGHT-OF-WAY MUST BE 6' DEEP BELOW BED ELEVATION PIPE EXPOSED TO DRAINAGE SAND TO FOOTPLATE BE WRAPPED WITH GEOTEXTILE, TYPE I (ISPWC SECTION 2060) NOTE: OBSERVATION WELLS SHALL BE CONSTRUCTED TO DEPTH SHOWN ON THE TRENCH PROFILE DETAIL. MONITOR WELL DETAIL SCALE NOT TO SCALE PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 19 N ti Z C7 Np N W � 00 Z_ 00 00 ] N N �• WN W o N aQ�w ZJ W o J cu o Q LL Y m Q Z O _ ] F N Ib Lo W ] F ( o R F N c U) > m > w J Q U w w J H c� J [] o J N 0 N U F 0 E 0 U DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE J_ Q ~ W Y C) Q � co> >- 0 LI ] LJJ z � Y LL( LLI 2i W U U 0 2 Q SHEET NO. C12 14 OF SHEETS 2' 0" r I� 2- #4 BAR, CONT W 25 R/W 6'� V - 6" 3'-0" it R=1 /2" R=1" R=1 /2" N 18.5' 5' B/C N s/w J J w 6 314" 5 3/4" - R=3 111 1" BATTER 42 I f 1 /2" ., I d a4 ,. 4°4. a 4 q S if 6 66"a d a ° ° ° 6" TYP� } d 3 OCi� O ° p .� 4" COMPACTED \ \ Ro. 0 °Q OoU �(p�Q©©(�O�QdO ° p od Q p�.i0 (0��Q�0� - BASE 00 AGGREGATE BASE SECTION A (N.T.S.) CONTRACTOR TO PROVIDE DRAINAGE AWAY FROM BUILDINGS J a 11' I IIIIIIII m-IIIIIIIII�I1 DRAINAGE=III- SWALE / 37 31 PILING TYPE RETAINING WALL SEE SEPARATE DESIGN PLANS / ;IIIIIII SECTION B (N.T.S.) 4' HIGH SCREEN FENCE. SEE ARCHITECTURAL PLANS FOUNDATION STEM WALL SEE ARCHITECTURAL PLANS BLOCK RETAINING WALL WITH GEOSYNTHETIC REINFOCEMENT SEE SEPARATE DESIGN PLANS 0 m 3' r// FINISHED FLOOR HEAVY 4' HIGH SCREEN FENCE. SEE ARCHITECTURAL PLANS �16" LIP DOWN CURB AND GUTTER �J (N.T.S.) 4" DEPTH ASPHALT PLANT MIX 6" DEPTH CRUSHED %4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 16" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 BLOCK RETAINING WALL WITH GEOSYNTHETIC REINFOCEMENT SEE SEPARATE DESIGN PLANS II III _ PEDESTRIAN PATH — III PEDESTRIAN PATH MATCH EXISTING FINISHED GRADE MATCH EXISTING FINISHED GRADE � � — — - _=11111� IIII —_ III � III���III—Illmlllmlll�ll�-� I III III III II �� � 111=1 I I-1 I I-1 I I-1 I I_=1 I I —III- III —III —I 11=1 11-1 11-1 11=1 11=1 11=1 11=� I'— �� iTl III- 'll,�lll,,l_,Illiillll- 'll_ 1'' SECTION C (N.T.S.) SECTION E (N.T.S.) 2642 2641 I t 2640t 2639 I t 2638 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 — — — — — — — — — — — — — — — — — — — — 2637 — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — 2636 ----------------------------------— — — — — — — — — — — — -GUTLET=-2638�5�------------------ 2635 — — — — — ---------------------L----- 2634 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —--BAMN-C-1--- B10, ------- ----- ---- 2633 ----------------------- ----PATH-- — — — — — — — ----------------------- 1o,5oocF-1-- 2632 ----------------------------------------------- 2631 — — — — — — — — — — — — —INSTALL z9L0F ELL[ -N12. STORM IPF�n 022Y- — — — — -- ——=BOTT=2630.50 -- — — — —_ — — — — 2630 — — —_ _—_ _—_ _—_ _—_ _—_ _—— _—— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2629 — — -----------------------------------------------T-------------------- 2628 — — — — — --------------------11-------------------------- �--------------------- 2627 — — — — — — STORM CB#3 _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2626 GRATE:2634.32 — — — — — — — 12" W INV IN:2630.84 ------------------------------------- 2625 ------- ,2"SE INV OUT:2630.74 ------------------------------------- t-------------------- 2624 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — 2623 --------------------------I-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2622 --------------------------I-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2621 --------------------------I------------------------------------- 1-100 1 SECTION D (N.T.S.) 2 3' WIDE VALLEY GUTTER ` (N.T.S.) 2 1/2 " DEPTH ASPHALT PLANT MIX 4" DEPTH CRUSHED %4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 10" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 LIGHT %1 ASPHALT BALLAST SECTIONS (N.T.S.) RETAINING WALL, SEE DETAIL 4 ON THIS SHEET SEE PLANS FOR WALL HEIGHTS III —III —III —I I i PEDESTRIAN PATH — MATCH EXISTING FINISHED GRADE rrr III —III —I n I —III —III —III —III —I 1 —I I' — SECTION F (N.T.S.) 2" DEPTH ASPHALT PLANT MIX 6"SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 PEDESTRAIN PATH /—,1 SITE/RETAINING WALL ',J (N.T.S.) PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 19 N ti C7 Z Np N i W CN 00 Z_ ao 00 ] CD C N W N W CD N z z co co W 6 Q CO ZJ W o J F 0 Q LL Y Q Z 0 _m ] F N m N ] LW F o F C Uuj N > m w U1 J Q 'v w w J H (j) J [] o J 00 x N O N U r T 4E K } thU O DRAWN BY DESIGN BY CHECK BY SWR FILE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE J_ Q Y W < O � Q z LU z Q g c Y z W w O w 2i 1-- QY U U W U) K IA 44/ l rr � 263� l ri l ri > PD s rr E ' L I o / 08 I I3 I I I 0 / / o / 3 / 3 I II I / / , 3 I I I ' 1 I I it //AII I / I � 00/ SWPPP LAYOUT FOR: CREEK VIEW PARK OFFSITE OPERATONS START DATE END DATE TO BE FILLED OUT BY CONTRACTOR LOT S AMENDED MAGIC VIEW SUB DEED INSTRUMENT NO. 109065964 �° , \ \ �5 L I B�ICD/ F� NGE �ft _ YZ �" Ix Z --- IV jon Entrance) / Anr / SEQUENCE OF MAJOR ACTIVITIES ACTIVITY I START DATE I END DATE TO BE FILLED OUT BY CONTRACTOR NOTE: 1. AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE DIRECTED TO DRAINAGE SWALES PER THE APPROVED SITE PLAN AND PERCOLATE IN DESIGNATED AREAS 2. INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER INSTALLATION THROUGH THE DURATION OF THE PROJECT. POTENTIAL POLLUTANTS CHEMICAL MSDS # I LOCATION TO BE FILLED OUT BY CONTRACTOR 1 r/1%r\111 STORM WATER DRAINAGE AREA TO BE DISTURBED STABILIZE CONSTRUCTION ENTRANCE/EXIT 20' WIDE X 50' LING 2"4' CLEAN CRUSHED ROCK APPROX. 6" THICK \ COMBINATION STAGING AREA & VEHICLE EQUIPMENT CLEANING, FUELING AND MAIN. \ LOT 9 h \ \ AMENDED MAGIC VIEW SUB p\ N� ❑ MATERIALS STORAGE AREA & STOCKPILE MANAGEMENT SILT FENCE AND STRAW WADDLE ON UPHILL SIDE OUT HOUSE ` \ 1 Materials Storage ._ Area & Stockpile - ! �\ Managemen\ \ Combined Staging Areas & \ \ \ \ Vehicle Equipment Cleaning, z Fueling and Maintenance \ \ �\ \Chemical Storage Area \ \ \ \ t� \ \ Concrete Washout \ \ \ \ --®� Sedimentation rea zzz zzz O SWPPP PROJECT: CONTRACTOR: PLAN LOCATION: ONSITE CONTACT N W E S <o GRAPHIC SCALE 80 ( IN FEET ) 1 inch = 40 ft PRELIMINARY F a¢osPA¢Esao FOR REVIEW NOT FOR CONSTRUCTION L7 c-4 I-- Z cv rn } O CV W cal 2C z� C',00 �]R1 W N W 0 o N Cl) L7 Q 00 Z J W p J FU 0 O Q Lo LL Z 0 N H N W ] M H N Cl) > F > N J Q LU J (n c� J O J Q _ U 00 2 N N U c2 a a 0 DRAWN BY DESIGN BY CHECK BY SWR HLE BLJ JOB NO: 21-116 DATE: MAY 2022 REVISIONS DATE Q J a_ O Z LLI � LLJ Y Q O Z Q O o W > Q J Y W LL 2i U LLLI >Q O U) SHEET NO. C14 1 OF SHEETS