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HomeMy WebLinkAboutPublic Utility Plan CONSTRUCTION DRAWINGS FOR : LOFTY CREEK PARK (SEC . 17 , T. 3 N . , R. 1 E . B . M . ) MERIDIAN , IDAHO City of Meridian MAY 2025 Standard Notes CONTACTS ES,LUViceo S, Residential and Commercial TESTING & INSPECTION GENERAL CONSTRUCTION WATER HLE 1. All construction work shall be done in accordance with the current version of the ROADWAY 1. Construction of the water system shall conform to the standards in the "Idaho Rules JARED GERDES Idaho Standards for Public Works Construction ISPWC , the City of Meridian 1. All Contractors working within the public road right-of-way are required to secure a o ( ) Y for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and Supplemental Specifications to the ISPWC and an addendums , Meridian right-of-way construction permit from ACHD or ITD at least twenty-four (24) hours (208) 524-0212 pp p ( Y ) specifications referred to in General Construction Note No. 1. prior to any construction. JAREDG@HLEINC.COM Design Standards, the requirements of the Ada County Highway District Hubble (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). Homes N 2. The horizontal separation of potable water mains and non-potable water mains PROJECT F���t� W�, The more stringent of an of these standards shall be the controlling standards 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility MERIDIAN PUBLIC WORKS g Y g (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. trenches above the pipe zone. � Hampto or specifications. Where it is necessary for a potable water main and non-potable water main to cross MELANY HOYT Inn with less than eighteen (18) inches of vertical separation, the crossing shall be (208) 898-5500 2. The Contractor shall have a copy of the latest City of Meridian Standard constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking ms; MHOYT@MERIDIANCITY.ORG � .9 Specifications and Drawings on site or readily accessible at all times during Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules PRESSURIZED IRRIGATION construction (available on the website). Failure to have access to a current copy (IDAPA 58.01.16). MERIDIAN WATER & SEWER = 1. The pressurized irrigation system must be built to the standards of the irrigation of the Standard Specifications on site could be grounds for a stop work order district in which it is being constructed. CONTACT MELANY HOYT until the situation is resolved. 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 fora 2. Install a reduced pressure backflow preventer in any connection between the DEPARTMENT OF ENVIRONMENTAL QUALITY 3. The Contractor shall have plans stamped "Approved for Construction" by the City potable water main and non-potable water main to cross with less than eighteen (18) potable water system and the pressure irrigation system. The device must be VALERIE GREEAR of Meridian on site at all times. inches of vertical separation, the crossing shall be constructed in accordance with approved by the Idaho Department of Environmental Quality (DEQ) and the City of Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA (208) 373-0550 Meridian Water Department. 4. All Contractors, Subcontractors, and Utility Contractors shall attend a 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). VALERIE.GREEAR@DEQ.IDAHO.GOV pre-construction conference prior to start of work. � y 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service DRAINAGE IDAHO POWER 5. Contractors shall notify the appropriate agency when materials are on site or line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). For Commercial Subdivisions or Commercial projects with Public Mains that have PARIS DICKERSON - inspection of the work is required. No work JUNE begin on any project without on-site drainage. (208) 388-2022 Twenty Four (24) hour prior notice. 5. The Contractor shall be responsible for providing continuous water service to all PDICKERSON@IDAHOPOWER.COM VICINITY MAP existing water users affected by construction. If water service must be interrupted, the 1. For any drainage facilities within a public Right of Way, ACHD or ITD shall be NO SCALE 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required contractor shall coordinate with the Public Works Inspector. responsible for inspection. For any private drainage facilities the project engineer or INTERMOUNTIAN GAS COMPANY testing. The Contractor JUNE not open or close water valves. 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 (800) 548-3679 7. All material furnished on, or for the project must meet the minimum requirements SEWER Meridian plumbing official under the appropriate permit. CUSTOMERSERVICE@INTGAS.COM of the approving agencies. At the request of the approving agency or the Design 1. Construction of the sewer system shall conform to the standards in the Wastewater Engineer, Contractors shall furnish proof that all materials installed on this Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in LUMEN project meet the specification requirements set forth in General Construction General Construction Note No. 1. STREET LIGHTING BRADLEY MCNEW SHEET INDEX Note No. 1. (208) 646-3599 2. The horizontal separation of potable water mains and non-potable water mains 1. All street light construction shall be done in accordance with the current version of the SHEET C1 COVER SHEET 8. Work subject to approval b an governmental agency must be approved prior to (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. ISPWC, the Meridian Supplemental Specifications to the ISPWC, and the National BRADLEY.MCNEW@LUMEN.COM J pp Y Y g g Y pp p SHEET C2 TESTING A backfillin trenches for pipe; B placing of aggregate base C placing of Where it is necessary for a potable water main and non-potable water main to cross Electric Code. ( ) 9 p�p , ( ) p 9 � ( ) p 9 SPARKLIGHT SHEET C3 GENERAL LAYOUT concrete; (D) placing of asphalt paving. with less than eighteen (18) inches of vertical separation, the crossing shall be (208) 455-5548 SHEET C4 GRADING PLAN constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking 2. A street lighting electrical permit shall be opened prior to starting work. Use the online SHEET C5 GRADING PLAN 9. Inspection, approval and final acceptance of all water and sewer construction Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules Citizen Portal at https://citizenportal.meridiancity.org/CitizenAccess/to open a permit 2101 E KARCHER RD p pp p SHEET C6 STORM AREA AND CALCULATIONS shall be b the Public Works Department, and their decision shall be final. Such (IDAPA 58.01.16). and request inspections. NAMPA ID 83687 Y p SHEET C7 PLAN AND PROFILE inspections shall not relieve the contractor from the responsibility of performing TERENCE.ALSUP@SPARKLIGHT.BIZ SHEET C8 PLAN AND PROFILE the work in an acceptable manner in accordance with the DEQ/QLPE approved 3. The horizontal separation of non-potable services and potable water services or 3. Installation will require inspections for the concrete base reinforcing, bedding, backfill, p pp SHEET C9 PLAN AND PROFILE construction plans. potable water mains shall be a minimum of six (6) feet. Where it is necessary fora and for the pole and associated wiring. SYRINGA NETWORKS SHEET C10 PLAN AND PROFILE p potable water main and non-potable water main to cross with less than eighteen (18) MIKE STAPLES SHEET C11 PLAN AND PROFILE inches of vertical separation, the crossing shall be constructed in accordance with 4. Street light bases shall be located 10' min. from trees, 5' min. from fire hydrants and 2' 10. Any deviation from the approved plans and specifications must have the Section 542.07 of the Idaho Rules for Public DrinkingWater Systems IDAPA (208) 860-1093 SHEET C12 PLAN AND PROFILE applicable agency approval in writing prior to construction. y ( min. from water meters. 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). MSTAPLES@SYRINGANETWORKS.NET SHEET C13 DETAILS 11. Prior to beginning installation of street lights, the electrical contractor shall obtain 5. Keep accurate notes of conduit, junction box locations. Attach a redlined as built SHEET C14 ACHD SEEPAGE BED DETAILS 9 g g an Electrical Permit from the Building Division of the Meridian Public Works 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever drawing of this plan sheet to the street lighting electrical permit, or submit a hard copy SHEET C15 BEST MANAGEMENT PRACTICES Department. Any deviation in street light locations from the approved plans must the service line crosses a storm water treatment facility (i.e., seepage beds, drainage to the Meridian Public Works Department prior to requesting final inspection. be approved in writing from the City Engineer. swales). 6. Contact the City Transportation and Utility Coordinator(208) 898-5500 for questions regarding Utility Conflicts, or to access locked meter pedestals. STREET SIGNING NOTES SITE PLAN NOTES BENCHMARK 1. All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of 1. This site plan conforms to an actual survey that was performed on the ground by a licensed land surveyor or in 5/8" IRON ROD AT THE SOUTHWEST CORNER OF THE PROJECT PROPERTY CORNER Uniform Traffic Control Devices (MUTCD) with the following exceptions: and for the State of Idaho. It is the owner's responsibility to construct all structures shown on this site plan in ELEVATION=2637.12. NAVD 88 DATUM. accordance with said survey. 1.1. All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not 2. All on-site improvements shall be constructed in accordance with the current CITY OF MERIDIAN engineering allowed. standard specifications and standard drawings, current IDAHO STANDARDS FOR PUBLIC WORKS 1.2. All Road Name and Street signs shall have a minimum 4" initial uppercase letter and 3" lowercase letters CONSTRUCTION (ISPWC), IDAHO TRANSPORTATION DEPARTMENT standards and specifications each of legend. Both background and legend shall be retro-reflective. Standard colors are white legend and green which corresponding to their respective jurisdictional authority. background except private roads, which will have a blue background. 3. Approximate locations of some known existing underground utilities are shown heron. It shall be the contractors 1.3. Substrate material shall be aluminum; no fiberglass or plastic will be accepted. responsibility to determine exact locations of all existing utilities prior to beginning work. The contractor agrees 1.4. The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background. to be fully responsible for any and all damages to existing utilities. 1.5. Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. 4. See landscaping plan for location of irrigation sleeves. Contractor to verify and coordinate irrigation sleeve Posts shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall locations and sizes with irrigation designer prior to installation of curb, gutter , paving and sidewalks. be used. 5. All buildings are to be built according to the IBC current edition with individual water and sewer services. See 1.6. The minimum height of signs shall be T from the road surface to the bottom of the sign. architectural plans for all building details. 1.7. Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are 6. Dumpster area is to enclosed. If gated owner will be required to open doors for sanitation dept. Minimum 8' x 8' officially accepted for maintenance by the CITY OF MERIDIAN. 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. ENGINEERS NOTE THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN 1-7-17171 SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT CIVIL & STRUCTURAL ENGINEERING AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD Ir MATERIALS TESTING & LAND SURVEYING nNQTFQR ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING 101 S. Park Aveue Idaho Falls ID 83402 (2 )VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE 08 524-0212PROJECT: hleinc.com 800 W. Judicial Street, Blackfoot , ID 83221 , (208)785-2977 NONE F of �� �y Z N cy) HLE INSPECTOR/ CITY INSPECTOR/ HLE INSPECTOR/ CITY INSPECTOR/ FREQUENCY DATE DATE FREQUENCY DATE DATE 00 WATER SYSTEM TESTING Z > �STORM SYSTEM TESTING t� 1 . Approval of waterline bedding material and placement per 1 . Approval of stormline bedding material and placement per ISPWC _ IZ 0 0 ISPWC Section 305. Section 305. LEGEND N W W - � 2. Inspection of continuity connection and all cadwelds. 2. Inspect pipe to verify that type, class, and thickness are uniform DESCRIPTION EXISTING PROPOSED Z Z � L7 N CO as per plans. 00 00 Q � 3. Inspect pipe to verify that type, class, and thickness are CENTERLINE Z J - uniform as per plans. 3. Approval of stormline placement and verification of 18" seperation W U) o from all potable waterlines. RIGHT OF WAY LINE RW RW ROW ROW J o 4. Thrust blocking provided in all required locations per ISPWC Q o Section 401 and in accordance with Standard Drawing SD-403. 4. Provide proper compaction of stormline trench. Test compaction EASEMENT LINE Z C m of lifts every 1 .5 feet. Meet compaction requirements established F H -0 A. in ISPWC Section 306. CONTOUR -4500 - Ll N 5. Approval of fire hydrant installation and elevation. Conform W � o to ISPWC Section 403 and Standard Drawing SD-404. lZ H U7 LU > 5. Provide proper compaction around all storm drains and manholes. FENCE F N (D W 6. Inspect installation of service lines, meter boxes, and curb Meet compaction requirement established in ISPWC Section 306. In -1Q F_ W WATERLINE s"WTR 1011 W Q stops. Conform to ISPWC Section 404. Z 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( 8"SS) ; U) � W 7. Approval of waterline placement, prior to backfill. _ Q 0 Q 7. Provide concrete collars around all manholes. Concrete collars STORM SEWER 12"SD) 12"SD) [] � _ 8. Perform hydrostatic pressure testing per ISPWC Section 401 shall contain rebar reinforcement and conform to ISPWC Standard in presence of Project Engineer. Drawing SD-508. POWER LINE OHP OHP £ N � U 9. Provide waterline flushing and disinfection per ISPWC Section GAS LINE OAS 8. Clean out all manholes and flush storm lines to provide a debris 401 and allow Engineer to obtain chlorine sample for testing. free stormwater system. L } CABLE LINE CATV CAT n O 10. Test for coliform bacteria per ISPWC Section 401 . HLE INSPECTOR/ CITY INSPECTOR/ TELEPHONE LINE T T 11 . Provide proper compaction of waterline trench. Test FREQUENCY DATE DATE compaction of lifts every 1 .5 feet. Meet compaction ROADWAY TESTING SANITARY MANHOLE requirements established in ISPWC Section 306. 1 . Approval of clearing and grubbing of native material. Certify removal of all organics. STORM MANHOLE @ Op 12. Provide proper compaction of water service lines. Meet compaction requirements established in ISPWC Section 306. 2. Approval of sub-grade materials. Scarify and compact sub- CATCH BASIN Wd lift grade to meet compaction requirements per governing FIRE HYDRANT 13. Provide proper compaction around water valves. Meet specifications (i.e. contract, Geotech report, ISPWC, etc.) yY° compaction requirements established in ISPWC Section 306. p4 � 3. Approval of sub-base materials (pit run). Lift placement not to WATER VALVE 14. Mark all water service stubs with painted 2"x4" board. exceed 8". Provide sufficient compaction to meet requirement WATER METER ® p per governing specifications (i.e. contract, Geotech report, 15. Provide concrete collars around all water valves. Concrete ISPWC, etc.) POWER POLE collars shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-406. 4. Approval of aggregate base materials (3/4" crush). Lift STREET LIGHT DRAWN BY DESIGN BY CHECK BY placement not to exceed 8". Provide sufficient compaction to SWR HLE BLJ meet requirements per governing specifications i.e. contract, o q p 9 9 p TELEPHONE PEDESTAL JOB NO: 24-162 Geotech report, ISPWC, etc.) HLE INSPECTOR/ CITY INSPECTOR/ O FREQUENCY DATE DATE DATE: JULY 2025 ELECTRIC JUNCTION BOX SEWER SYSTEM TESTING 5. Apply asphalt tack coat on contact surfaces of transverse and REVISIONS DATE 1 . Approval of sewerline bedding material and placement per Cold longitudinal joints. TELEPHONE FIBER OPTIC PEDESTAL ISPWC Section 305. 6. Approval of asphalt placement. Asphalt mat must meet min. UNDERGROUND UTILITY FLAG P thickness requirements after compaction. Provide sufficient 2. Inspect pipe to verify that type, class, and thickness are uniform compaction to meet requirements per governing specifications WATER SERVICE �WS WS WS Q-N�W�W� as per plans. 3. Approval of sewerline placement and verification of 18" (i.e. contract, Geotech report, ISPWC, etc.) SANITARY SERVICE SS SS SS -ss ss-ss seperation from all potable waterlines. LANDSCAPE AREAS 4. Provide proper compaction of sewerline trench. Test compaction HLE INSPECTOR/ CITY INSPECTOR/ Y P a CONCRETE TESTING FREQUENCY DATE DATE of lifts ever 1 .5 feet. Meet compaction requirements established in ISPWC Section 306. 1 . Approval of aggregate base, compaction, and rebar placement ASPHALT 5. Provide proper compaction of sewer service lines. Meet prior to pouring of concrete. compaction requirements established in ISPWC Section 306. 2. Use of expansion joints/material in sidewalks, slabs, and other CONCRETE 6. Provide proper compaction around all manholes. Meet items as required per ISPWC Section 703. compaction requirements established in ISPWC Section 306. 3. Provide proper surfacing, edging, and finish work as described 7. Mark all sewer service stubs with a painted 2"x4". by ISPWC Sections 703 and 705. 4. Concrete testing for slump, air entrainment, and compressive 8. Perform low pressure air testing per ISPWC Section 501 in strength shall be performed for each concrete structure (i.e. presence of Project Engineer. curb, sidewalk, slabs, footings, walls, etc.). Testing required Q 0- O every 100 cu. yd. and/or individual calendar day per ISPWC �\ONAL eN 2 9. Perform deflection testing by use of a test mandrel per ISPWC Section 703. (D Q Section 501. , Z IW VIE z 10. Prior to placement of asphalt, sewerline must undergo closed N bR U Q circuit television inspection (CCTV) per ISPWC Section 501. LLI V ~ W 11. Properly place non-shrink grouting around all piping and/or other NOTES. Mow What's below. ~ voids in manholes per ISPWC Section 502. LL 1 . Quality control testing must be performed to ensure that all construction methods and materials Call before you di O 12. Provide concrete collars around all manholes. Concrete collars are in accordance with ISPWC standards. CONTACTS shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-508. 13. Clean out all manholes and flush MERIDIAN PUBLIC WORKS LUMEN CIVIL ENGINEER sewer lines to provide a debris free sewer system. 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 CONTACT MELANY HOYT (208) 455-5548 (208) 785-2977 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.) VALRGREDEPARTMENT OF ENVIRONMENTAL QUALITY NAMPA, ID 83687 HLE (208) 3 E 0550 TERENCE.ALSUP@SPARKLIGHT.BIZ JARED GERDES (208) 373-0550 4. Failure to perform required testing and/or to receive initialization from Project Engineer will result in non VALE RIE.GREEAR@DEQ.IDAHO.GOV SYRINGA NETWORKS JARED(208) 524-0212 4-0212 NC.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 PDICKERSON IDAHOPOWER.COM SHEET NO. scheduling conflicts arise due to failure to provide sufficient notice, said Contractor must reschedule as his/her @ BOISE, IDAHO 83702 own cost. INTERMOUNTIAN GAS COMPANY C2 (800) 548-3679 CUSTOMERSERVICE@lNTGAS.COM 15 OF SHEETS MATCH BELOW RIGHT SITE INFORMATION (V ~ / SITE NOTES: Z_ (v Curve Table ZONING = C-G N 4- o N PARCEL 2 AREA = 6.015 ac 262,032 sf W � co r ( ) �1 INSTALL PARKING LOT PAINT PER CURRENT MUTCD STANDARDS. a� W N co Curve# Length Radius Delta Chord Direction Chord Length c BLDG AREA(COVERAGE) = 18,264 sf ) FF ELEV - VARIES (I) INSTALL ADA STALL WITH APPROPRIATE SURFACE MARKINGS AND SIGNS. o" Z aO co C1 65.38' 133.40' 28.08 N2° 50' 11"E 64.73' ; ' PROP BLDG = 15 ] �N N W E 03 INSTALL FLEXIBLE PAVEMENT BALLAST TYPICAL SECTION PER GEOTECHNICAL REPORT AND DETAIL 1 ON SHEET C13. . . / (SEE ARCHITECTURAL PLANS FOR DETAILS) ® INSTALL 3"x24" ROLLED CURB AND GUTTER PER ISPWC STD DWG SD-702.(ACHD SUPPLEMENT). N W N i 04 W 0 o N LANDSCAPE INFO �5 INSTALL 3"x24" REVERSE PAN ROLLED CURB PER ISPWC STD DWG SD-702R.(ACHD SUPPLEMENT). ? Z CO CO Line Table ' ' INSTALL LANDSCAPING PER CITY OF S © INSTALL 6"x24"CATCH VERTICAL CURB AND GUTTER PER ISPWC STD DWG SD-701.(ACHD SUPPLEMENT). / Z J MERIDIAN ZONING CODE AND Line# Direction Length ' STANDARDS. SEE LANDSCAPE PLAN FOR GRAPHIC SCALE 07 INSTALL 6"x24"REVERSE PAN VERTICAL CURB AND GUTTER PER ISPWC STD DWG SD-701R. (ACHD SUPPLEMENT). W O o - DETAILS. ® INSTALL SIDEWALK THICKENED EDGE AND RAILING PER DETAIL 5 ON SHEET C13. J M - L1 N39° 27' 57"E 68.43' _4 30 0 15 30 60 Q [7 LL � ,' I �9 SIDEWALK RAMP BETWEEN BUILDINGS PER DETAIL 4 ON SHEET C13. ' Z O (a L2 N50° 32' 03"W 36.01' PARKING INFORMATION T ] m 10 INSTALL 3'VALLEY GUTTER PER DETAIL 2 ON SHEET C13. F U1 L3 N16° 49'48"E 238.02' I PROVIDED: 4. ( IN FEET 11 INSTALL 4"THICK FLUSH SIDEWALK PER ISPWC STD DWG SD-709. (ACHD SUPPLEMENT) a V W N N ' OPEN PARKING = 13 STALLS (2 ADA) 1 inch = 30 ft. ] U) w L4 N73° 10' 12"W 5.00' 12 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ISPWC STD DWG SD-712G. N of/ GARAGE PARKING PROVIDED = 15-1 CAR GARAGES) CONNECT TO EXISTING F UI � co w L5 N17° 53' 33"E 89.96' I 30 DRIVEWAY SPACES 13 5'TRANSITION FROM CATCH CURB TO ROLLED CURB. / 10"WATERLINE U] J Q 'U w LE5 Of 58 TOTAL SPACES 14 INSTALL FIRE LANE NO PARKING SIGN.CURB SHALL BE PAINTED RED BETWEEN ALL FIRE LANE SIGNS. O / NOTES: 15 INSTALL RETAINING WALL AND FENCING,TYPE PER SECTIONS AS SHOWN PER DETAIL 3 ON SHEET C13. J W J 16 INSTALL STAIRS AT PEDESTRIAN PATH PER DETAIL 6 ON SHEET C13. > Q Q 1. RADII SHOWN ARE TO BACK OF CURB. o o w 17 SINGLE TRASH ENCLOSURE PER CITY OF BOISE TYPICAL TRASH ENCLOSURE#1. ] r _ ° ' N \ / 18 INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE REQUIREMENTS.SEE LANDSCAPE PLAN FOR DETAILS. N SAWCUT 2'MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. 18 v 0 VALLEY GUTTER AT ENTRANCE PER ACHD SUPPLEMENTAL SD-708. I �_ O / // 21 INSTALL PEDESTRIAN RAMP PER ISPWC STD DWG SD-712C,TYPE C3. 0- 19 r ) \ o \ O J ® 26 © INSTALL 24"CATCH CURB AND GUTTER PER ACHD SUPPLEMENTAL SD-701. v I 18 /� 26,38 0 8 > 15 \ \ \ ©3 INSTALL 5"THICK FLUSH SIDEWALK PER ACHD SUPPLEMENTAL SD-709. ' ` 26 l 11 � ® INSTALL PAVEMENT BALLAST TO MATCH EXISTING ROADWAY OR SP-3,0.50 INCH('/2')MIX, PG-64-28 THREE INCHES(3")THICK,AS A 2 J� MINIMUM WITH 4"OF 3/4'BASE OVER 20"OF 6"MINUS PIT RUN.SEE SECTION A ON SHEET C5. U / l 11 arage \ ` �\ c6Y2 m Q \ WALL STEPS EVERY 16'LIFTING TOP OF WALL HEIGHT 2.5'IN TOTAL.SEE GRADING SHEET FOR MORE DETAILS. / J2 J FF'2s (0 5 Q \ J / / s8.z2 \ / �r,� ' \\ oQ \ LOT o AMENDED MAGIC VIEW SUB 0N V \ DEED INSTRUMENT NO. 109065964 / �/N \ 0).3 1 18 O 2643 --I- 0 1 S1.2s, ; 1 ,/ R=15.0' 11 -2sst2 \ p h 2631 rn zs3� / M 0 �/ 03 �/ ,' ` , �o� , DRAWN BY DESIGN BY CHECK BY R=15.0' 4 \ / // ' \8•, / I LOT 9 SWR HLE BLJ AMENDED MAGIC VIEW SUB I / JOB NO: 24-162 DEED INSTRUMENT NO. 109065964 / / \ANAL F� DATE: JULY 2025 \C. MATCH UPPER LEFT �m REVISIONS DATE 13 2 3� 9 �� 1 \ VIE R=3.0' ' ` N R �IEXISTING SEWER 2 12 CONCTRUCTED IN PMASE 1 \ \ 4WE J®�\ 11 111 �2s' 18 zs3jss 8 082 67 co c \ \ .S RT BACK UJ'ra \ 20, p FU i URE /® I �2 � a�� �^• _ SANITARY SEWER AND WATER MAIN EASEMENT-,,,,,. ` CONSTRUCTION RECORDED BY SEPERATE INSTRUMENT O� i / w � P HAS E 2 B " / v coo ,';� •!' _ _ > O./T^\\ \\ \ \ \ / D z l 83 9a _ D - J r. 6' F T U R E ` s, a --2s29 r. . U \\ INSTALL ADA RAMP WITH FUTURE CONSTRUCTION/_- z: D ___ J/ s\';�\ I \aS \ \ i / / � _- � � D -- -� �\. 1, So . CONSTRUCTION ���`-_ _ \ \ J Gg �••1'. �D Z K ------------- ?8� � � 26\ v• \\ \` `ems' \ _\ \ �������� _ �• ` ;: . \,26Ao` ` PHASE_2C - _ o J / / 12 ... / ITI�I \\ \ \ <° Qj M a h m I 2630' __J z '2 z --� .. 6�� ' \` \ / w //y i'- _ ` I ` S ` i \ `l ` ` \ \ W C) `V / V 2 0,2 2 arage / / 1 ~� r ` 1 ` / / '/ I \ / \ \ \ w (q O m g m �,4 irk °� /'/ / / Iy \` ` ` \ \ N a;,\\ / ` \ \ \ \ � z 411 44/ FF\2888.88 "age j �\l °� / _� / / \ �\ ��n 1\+\.',, a ` \\�`N`\\ \ // / /`� ' \ / \ ` \ I ' 7 � \ � \ , N6' \ rn / \ I Z h I , LL/ FF,z636.8g � R=3.0' /' / , / /� S ` `_ '• / / , � \ 1 \ \ J , PATH TO CONTINUE IN 'A�9A '-^ ' UTURE CONSTRUCTION NSTRUCTION / ---2630-7O�(OOO _ \ \I ` \\ �\\ ```\ \\ `\\ _ 1 _- _, ` ` \ `P: \ V) / 22 / 3sss aage 4 ,I 2631.42��~ NG - LU ` �� U I I 18 M M M, �co / � /LNG / / � g \ \ „\CY) cwn �/ _ \ �6 __ ��-� _ , CONNECT TO EXISTING WATER STUB , L) 7 R=15.0' �' PATH CONSTRUCTION m z $ N- FOR THIS PHASE.SEE PEDESTRIAN PATH / a _ _ �- 0 U _ R-41.5' =BALLAST SECTION PER DETAIL 1 ON SHEET C13- nn \ _ t] I III Nm � WO ��cP �/ / - - - - - - - - - - - __ -_- - - - - - - - -_ - - - - - - - - - - - - - __ - - - 4 �2629.06- - -•t r r II1 25 5 5 � , �N G / � \\\ •-. •r.'r.•• , .• •�•s' •�•,`'.• �. .�-,-�-!�5"�Y•_.: - .u. r. a' .•�'' \ / I II FUTURE CURB RAMP-'5 ± 2630.72 R=15.o' - - - - - - - L6- - NG ��PATHTOCONTINUEIN - j�-r - - - - - - - - - - - - - - - - - - - - - - - - -\ - - - - - - - - - - - - - - - - - - - - \ \ I II ^FUTURE CONSTRUCTION I II EXISTING 1, CULVERT I II BE ABANDONED SHEET NO. _ - I C3 �:A 15 , I OF SHEETS 195.00' Z N O - - - - - - - - - - -1 O N RW RW RW RW RW RW RW RW RW RW �,� o„ o„, �`^� ROO Ma- - - - - - - - - - - - - - - - - - -o- - - - - -o- w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Vr ; iN ti 00 Z p O lK, - - ' W U1 _ "S W 0 CD N 0 � d3 3 1 0Z (y) M LL _�e i U i _ ] m � - 1\7 L] NA.- 2631.59 2632.08 2633.62 � W � � p Rr1 2631.68 2631.60 TOA(Match) _, TOA(Match) D TOA(Match) \ ' U) w 4 / ,% TOA(Match) TOA(Match) F �] w N Q < V w j 2632.01 2633.92 L � 2632.15 - 2632.37 -- TBC Co 2 TBC y� TBC 12 12 12 W- TBC 12 12 12 12" _ 12" 12" i 2631.51 d3 - --- -- -- -- J (nEE O TOA(Match) p O _ _ __ __ - 2631.36 _ --- -- -- _ - --- V Q TOA(Match) --0.47 0/1010 "IQ _ O N 2631.43 z 2631.37 , - � - �- _ o VG . < « k ! • < i k k • k < k i k k k « < 4 < < « « 4 ` k-1 CU1• V f < • < -fir OA(Match) - k « < ` < F` < < k < < k Rw - Rw`` ` R `� Mif 2632.11' k`4' - RSV --=F2W -RV>�= -RW-. 2632- -R`N -RW-- R `! < k <f < k-`; i'-k t -•�;`�f`R� <` f !« `F<.2633: <k F `e<` < k` ` <« i4 !"� a) _ (/�) <F!` ` k` ` < < ` k • ! • ` k k ` f k k` __ • - `kkk ` «_- ` < TSW `k _ ` k` /!1 kktklF kF < F «• kklk 4` <`4<k i<k k F <`iF k' � NV �° TOA / k ! ` < ` k` ` -� kt`!k < < < F ! f`k k k kF k i`ek < < <� <•`4`•`k!` •�` • ` 4 F`<•<<`!• « < < `!kt ` i! } IO k ` k`F• 4` ` i < k f • •k< ! < < i < 0� \ ` ` `2632.25` -2632 ` ��"! ` •` ` =«• ' !` k` < k' k< k - -' O 2631.23 < ' F i k ` 4 -�F 4 !-k ` k < < < ` `!< < Ff` k TSW < •ki` `tk` 4 < • k ` < k k < f ` < VG � /O / J ` • •` `•i`k< < k`!°F<< <t ` < �<` ` �•- �� � < ` i- ` <•`` <`ki k` k < F` k i k• 4` k•<« !• k F <` < • < • !` < ek . t`kk - ` k •`!`<< `tk ! !``< < •`<• 4 F`!`t( ! kk 12\R � rn, < <` k 2632.50. • f `<`� k cl; k TSW `k• • <` < ! 4 k ' _- / \ �`hkk <k!k`k<`<•k<i<•!i`k< k`t`tk` `k<` � - f 1 .2630 BUILDING #1 (5-PLEX) BUILDING #2 (5-PLEX) 2632.00 ° \` . ` < < k •`<• `'-,<` -� 6,044 s ft. 6,044 sq. ft. 2631.73 NA TBC-PC �2- 22j 4 •i k ` q' SEE DETAIL 71 ON SHEET C13 ' � ` ` ` k TBC-PC 12\R N \ \ �N� 2632.46 \k `t`!< • <` ` <`<``f`k` MAX HEIGHT=65' MAX HEIGHT=65' - \ 2633.50 �; / ✓ \ TBC-PC `k` < • i•<f`!• < • .` • .` < « TI -n -n TI 1 Tw \ . <`� < • < • • < . � � � ,� IBC CONST. TYPE � ,� � � IBC CONST. TYPE � \\ 2631.37 ° L`O \ \4k\ •4< <ktk <`tf • k`fk 4 `k<f 111 1 11 N N N A IV N N) \\ff` _ 00 2633.50 2633.25 / \<`! ` `.`2632 <`k•<`` w ` \ `t < k < e f \ 1 TW TBC •`!` • _�- 2634.50 ``«` < k ` �2s3�� IVV \ \ k f « \ ° 2631.17 P \�63 `•. f« `ggj'k` 1 - 1 `!. !` 26 DRAWN BY DESIGN BY CHECK BY kkk ' SWR HLE BLJ \ \ ` a • ` `�263� (Q (Q JOB NO: 24-162 �2634.50 °\ \` \ _ DATE JULY 2025 'Co : < k \ I TW _\\ / k`e� �k (Q (Q� (Q -- CQ C) __-2632 (Q ' REVISIONS DATE `\ \ e2635.50 ° °� \ CD (D � � CD N \ �_ SIDEWALK RAMP b k !• \ ! SEE DETAIL 5 ON 2630.98 SHEET C13 \\ \ - P 2633.90 /�63� \ s;t2636 2636.64. TBC i �` < < • •�< TOCIL \ 2635.50° \ \ \ 0 8.29% o ' I \ � TW \ °2636.002636.82 k t 0 0 ` ` < 2637.50 \ \ • �� T` \ __ TOC 26 TOC 2636 71 `<< i` 2636 80 < ` • ` ` < TOC 2637.50 ` I 2630.79 • F k` F ` k \ P L \ \ 2636.14\ Lb 64 ! 26 .65 TOC `<k! .` 2636.77 TOC I < k <• 4 •`•`` 2637.50 `4 2637.50 TOC \ TSW \ TOC TOC t4< kFtk TOC h kF ` f ` f k TOC kf` `` TOC h GRADING LEGEND: _ I \ TBC8_1 �3� \ « . <` • ` ` ` `k - ` < o • ko 4 2637- 4710.5 \ \ °'� o \ u�� - - k4`•. �- - -- -- -- oo'k` i< `ELEVATION OF TOP BACK OF CURB \ ° o k < ' TBC M `ki < k IC? M `� . N ` ` N � HP GO 2635 0.5 HIGH POINT \ \ 2s3o, ° a s9 / ' -- - I - - t .20 ` • ' O \ 263604 \ -2636 I ! k I� I < Ft I I <k`k. 4710.5 LOW POINT \ TBC-PC o1 . F LP \ ° \ 1a TBC \ 2636.41 - -� 1 - - - - - - - - - - - k - -I - - - - - - - - - - - -�- - - - - �- � - - - - - - - - - - - - L - w 4710.5 MATCH EXISTING \ \ \ TBC k` ' w MATCH \ 4710.5 POINT OF CURVATURE \ \ �\ ° \ \\\\ \ 263TBC 2636PC .225.87 1 87% ' (_ 4710.5 TOP OF ASPHALT \ 2636.21 2636.10 -� 2636.61 w \ TBC :263�59:47 2635.95 �636.39 2636.97 2637.07 2637.07 TOA \ W s„ TBC TBC TBC' TBC TB GIB TBC TBC TBC-GB s" ` TBC' w 4710.5 TOP WALL 2630.72 ° \ ° \` C\ 2636.24 I �- -J 2636.43 2663C6.51 TW TBC TBC I _ NG -- -- -- -- TSW 5 TOP OF SIDEWALK -__ \ 26 �\\ \ ° cn -__ - -- --- M + \ - __ o z ° CD 4710.5 TOP OF CONCRETE '- \ �, \ O \ N -I s„SS Cli s°ss N a"ss s'.ss( s':ss 8" s(- J � O TOC -_ \ ° • �O�\` 2635.70 s SS Ss( s,,sS< < '2636_ -- -- - -- Q 4710.5 _-__-/\ 2s�B G TOA - -- -- -- -- - -- _ _ ' VALLEY GUTTER __ ° �� 2635.40 _ - VG - ---- 2635.29 _ --- -- -- -- --- - -- w - 4710.5 _ \ ° \ TBC TBC LP _- -- -- -- -- -- 35 46 2635.65 --- - - 26 . W -- \ \ \° _ I - z LL Q_ GRADE BREAK _ \ \ \ \ .� 2636.12 2635.52 _ 2635.77 GB -' \ ` ° ° ° �. TBC-HP _-_ TBC-LP TBC 47--- -- 2635.33 TOA c) - TOA Q 4710.5 TOP OF WALL \\ \ �s�j • \° ° W TBC PC -- -- - -- --- o VG W u VG -- -' _ 4710.5 \ PATH TO CONTINUE IN 2631.95 °° i k \\\\ TOAD \ _- -' P PATH \ \ FUTURE CONSTRUCTION °`�° ��\\ ` < 2635.63 2635.66 2635.56 W tk < `4i`. TOC TOC TOC 2635.4E - 2635.E - - _ LL\\263600 `k =k ` f - - h�° - - N ' - - - - - - - - - - - - - - - - - - - - - _ _ TOA- TO � \ TW o -� k 2635.79 kk F� 1 O \\\ \\\ \ 2629.06 `. \\ 2632.11 i ` `:` • f O�'7o k ` • TOCF k k 82.00' I ` I J \\\ ti\ \\\ NG� \�. P ® ` °\ • < 2636.00 < < ! F! p a �o ° < F < ` 4 TW o � ° ,\\\ \\\\\ \\ \ \ �� ` \ e \v\ \ ` f < k 4 00 <F�t o M 2g36 \ 00 � - - - - 9635.72 TOA 2635.93 2636.00 TBC PI \\\ 26 5.8 TW \\\\\ TO � \\\\ \\\\ \ � �2 2636.00 \ems F` ,• .• - o00000 � 1 \\\\\\ \\\\ \\\\\\�� � . •`� \� 63a. _� TOC w'2636.00 3a `oo4•k > °° ° \ PATH CONSTRUCTION 00 FOR THIS PHASE.SEE PEDESTRIAN PATH\ TW ems \ 2636 \ \ \ 2636.82 ' \ ,BALLAST SECTION PER DETAIL 1 ON SHEET C13 ,�> 2632.50 k`2635.89 F`k` \\\ \ \\\ \\ \\ \\\ \ \ <TSW - ` - 2635- TBC PI - \\�\ \ \\ \ \\ \ \ 2632.61 \ \\ \\\\\\ \\ \ �s?\ TOAD 2636.00 \\\\ \\\\ \ \\\\\ \ \\ �2632.64 1 TONAL F \� \ \\\ \\ 269 � P / L\ `\ � �� -2633- S N \ \\\\ \\\\ \ \\\\ \\\ \\�? \26 9 .-- GRAPHIC SCALE � 111 ! \\\ \\\\ \\\\� \\\\\ \\\\ �26 N\ 2632 10 0 5 10 20 VIE \\ \ \\ \\\\\ \\\\ \\\\ \\ 2631 \ N� VR \ \\\\ \\\\ \\\\\\ \\\\ \ \\\ \ \ \\ \2631.42 NG PATH TO CONTINUE IN ' SHEET NO. FUTURE CONSTRUCTION ° ° \ -' ( IN FEET ) 1 inch = 10 ft. C4 OF SHEETS [�] N ti w ► I I I I / \ GRADING LEGEND: Z CA o N III 1 I \ I `• 4710.5 ELEVATION OF TOP BACK OF CURB W � 00 II I I II I \ 0 5 HP HIGH POINT Z 0 00 II O 47105 I _ . LOW POINT ] O LP W N I I I 4710.5 N TIss s s \\_ MATCH EXISTING W p N II III , I MATCH (� Z 0 - N 4710.5 1► M 00 2639.04 0 0 \ 0 0 0 \�26� 0 0 0 0 4\� 26g3 PC POINT OF CURVATURE ul Q 00 I I TOA(Match) I I I `r ' �*ti `�' �"`�' N °0 6�2 C \ 4710.5 TOP OF ASPHALTCo Z J IIo IN IN S1 N \ `tiN N \\\ TOA S W o �- m TW0.5 TOP WALL Q 0 m -'263g `- I I ` 2�0o GRAPHIC SCALE o " y I I • . • TOP OF SIDEWALK Z - a + y - -- -+ +• • y - - ` �r - - - -- - - �- - - "� 2637.29. + m 2638' ` . . . ` . co TBC . . . TOC - -" • �" �� T W to 0 5 to 20 I I , � � 2638- •�• •. •�,- " ' "y " 4710.5 TOP OF CONCRETE F � W TOC o VG 0 5 VALLEY GUTTER L w y . - ( IN FEET ) > + _ 2637.21 `"•I.`- •+,2637.35 o 4710.5 GRADE BREAK N > (>3 w +`"'" ° I TBC-PI TBC-PI I GB 1 inch = 10 ft. _ w N ' r 1.00% -2.00/o "TOC I \ m J Q U w I I " 00 y 1 I + • I - IQ � � 2638.65 I yl�a 'N " ," Iv I I 2637.18 I I • y N N _ TOA Match TOC II o c� � I W - 2 - o J I I .o _ 2638.18 II / (n •S o + " J O FF=2638.22 TOC I�TBC-C _ ` ppQ ss _ s s /2637.15 N V 00 I I I • ' garage _ � I .2637.23. y I - - 2637.74 I O TOC E N TBC 2638 -2.00% 2637.18 I p r I I -Z.00/o I I TBC U FF=2638.22 -sus o \ I " garage. 199/0 2638.17 ` "• `"--,` TOC 2637.02 • ,2636.80 -- `-- --=-163-1 -- / - 26 264-T W a - + S o I TBC-PC �_ Co W - w \ I I I \ - - �- - _ - - - - - - - - II J 3 0- '+ ,`+"• _ �- I 2636.65 - I VC' -0.50% I -- _ 2636.70 2637.05 -- -- O = 0 I z X U `\2&06- I I R=15.0' TBC PC TBC -'- Co Q N . �a . a - " U I s s a a s a a"�,�� - - m I �` I �� . \2e 2636.17 ° ° o •� y o0 TOC - - - - - - - - 1+,00 ° � rn T II + s� s�s s I - , . \ -garage o DRAWN BY DESIGN BY CHECK BY II g o �2637.73ass ss( s SS( a°Ss( s"ss( s"ss( �- a°ss( SWR HLE BLJ I I I A - - - FF=2638.22 TBc �- -- JOB NO: 24-162 10 C " \ -2.00% 2636.16 2636.51 �--- .�y y I TBC-PC TBC DATE: JULY 2025 I �• " .I-' - - - - - - - - - - - - - - - - - - - - - - - - - - - - --�__- - - - - - - - - REVISIONS DATE 2636.53 - -- -0.50% - - - I2637.73 VG -- ~ - - -_ --_ - - \ -2.00% yy1- - TBC - I I a -1 S R=15.0' °° . - I I J 263 garage a 2636.03 - " 2 g g I TBC-PC - 2638.17 •"�r ' - TOC I \ ° yS' -y� • r• -- - _ 0 I II FF=2638.22 I -2.58% 2'se� t�l IN Q N 12635.46 " .+ 'y"- /.. '•+. '% .-n,`0�^.` + -.�• ,` y TOA(Match) •2636.45 0� TBC-PC-HP `y " 3 \t I TBC-PC- TSW 92 = 2636.82� J II I -2.66% TBC-PI �- I / II 2635�80 I ,�.- 'FF=2638.22 TOC.17 t I I •�/ / � - -y. TBC M, S Na. / garage I -s�s�s s -2.00% / ACCESS STAIRS g g - - 2637.32 i a t 4" SEE DETAIL 7 ON SHEET C13 2638.22 -4.12% I _ a'w�- - 4,Vv 1 SIDEWALK RAMP t TBC R-3.0' I " SEE DETAIL 5 ON SHEET C13 TOC 2637.20 \ I I- - TBC I I r zCD NN 2636.72 ° II - ° o I J = I I TBC-PI ^ Q 00 Fy -0.99% - •r`y. a 2637.11 -2.57% I 2�% I 7� w z -t TBC G I I Z LL Q I - 2638.71 - O ° I N --°.y a"2 2636.15 � I 0 0 TOC 26 .15 I 36 U� 2637.07 I I i I - I i I . .y` " I - - TBC-GB TOA TOA � s F I I garage a -sue�s�s 2636.02 m I w II g g I VG I N m •. Y-•,-- 2637.50LL I - N M V II I I FF=2637.55 / TOC I i ��' `- N M O I I I \\\ I I I N \ w - w Co I I N II J Ln 0- I ns \ CO Is I I � I I II _ _ LD II I (.� � = O I I Z Q5 x I I I II _ Q U I II � .�Y•�.•-"`a-�`--y"'.-- J � m 2637.50 IN TOC ' •- - ''. F F=2637.55 I I I I garage s�s�SS-S ---I II - 2637.07 I I 2.00% I TBC 2634.55 - ' I\ TBC I C I 1 I � I I I 11V1 SHEET NO. - TBC V I E I - R 27 2637.50 C 5FF=2637.55 N -su garage °° I II 15 SEE SHEET 4 OF SHEETS Total Storm Volume Calcs ti Design Storm 100 year Z N Storm Length 1 hours >- 4 6 Intensity 0.96 in/hr L W � Total Rain Fall 0.96 In/Per Event Z i , CO Drainage Area (SF) Qpeak(ft3/Sec) Total Volume Req(CF) Retention Provided(CF) Type ] , \ \ � WU1 A(WeIIsSt.Frontage) 14,496 0.82 1366 1368InfiltrationA W 0 o N FF B 17,235 0.36 1624 1800 Basin A Z Z I- 00 N �2E A LOT 8 — 382 AMENDED MAGIC VIEW SUB C 33,729 1.63 3170 3242 Infiltration C L7 Q 00 cc) DEED INSTRUMENT NO. 109065964 Z J F D 43,147 1.63 4055 4132 Infiltration D W TOTAL Required 10,215 CF o garage \ \ \ equ O Total Provided 10,542 CF J [9 Ii � l l FF\263g2 /. ;, r , GRAPHIC SCALE Z o It 2 \ j \ \ I ' 20 0 10 20 40 IN ACCORDANCE WITH THE CITY OF MERIDIAN, IDAHO DESIGN STANDARDS AND THE LATEST REVISION F ] m cc/ � / SECTIONS 8000 AND 8200 OF THE ACHD POLICY MANUAL. � Sara \ U1 — �— / LW Q h /u ge o Q i / / ] � r; / �U� ( IN FEET ) w Z o C-)2 / // ' 1 inch = 20 ft. F U) W w / a ro �C UI J Q '5 w l 4 FF W ,263g 22 J c Q FF\263822 0 N garage n r >— 8„w STORM AREA C I \ \ \ a ,33729 SF \ \ / \` \ 2638�22 �°�°° VR=3,170 CF / VP=3,242 CF \ \ gara pp r� e \ \ \ 0 co m � n ,� B„S f ^ \ \ \ / O S( / \ / 4 O \ \ \ \ / IF w \ \ garage \ 11 co DRAWN BY DESIGN BY CHECK BY VV SWR HLE BLJ JOB NO: 24-162 crxQj gar \ DATE: JULY2025 REVISIONS DATE / oCIO / STORM AREA D RLI _ — 43,147 SF VR=4,055 CF / --�- 8„ VP=4132CF -- , / ga i� rage / r I \ I I avF •+� \ � III , + \' FFa q 2636 ,' gar � / l •t• __�— �-- \ •' � I I I I � \ / 88 ——� IF � i n � l I •/ s /%_— rrrrrrrrrrrrrrrrrrr "per\ � ' � + •� I \ \ \ \ \ I rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr B r r r r r r r r r r r r r r r � i 2 °° / + ' Y •. , ;// rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r \ y'•' •• ` ` \, o •r�/ / 63688 O o rrrrrrrrrrrrrrrrrrr --rrrrrrrrrrrr t, -'� •' rrrrrrrrrrrrrrr rrrrrrrrrrr `\• � �\ `I\ _ ; ' rrrrrrrrrrrrrrrrr --_ rrrrrrrrrrrr \ � / '' �\ \\ 1 441 � •; ., rrrrrrrrrrrr - r r r r r r r r r�.,,� �� \ \ QJ 4 / + rrrrrrrrrrr _— - rrrrrrrr?• ; O �- -- rrrrrrrrrrr / -- - ---� / Q /I rrrrrrrrrrr ---- U r r r r r r r r r r r �� �— � rrrrrrr \� •• 't I `�\`\ \ \ / ' ZO�ZZ garage a �s / rrrrrrrrrrrr rrrrrrrr \ \ \\ LULU �( a �. / m rrrrrr \\rrrrrrrr i•• . • I ' i J �m � rrrrrrr rrrrrrrr `� \ \ W\ r , / rrrrrr / \ rrrrrrrr ' '•, \\ ` `\\ ` — / \ �� `\\\ \\ \ ` \ \1 FF; gar / rrrrr \ \ rrrrrrr — / 263 88 age / / rrrrrr /' \ \ rrrrrr \\ \ \\ 6 p' '�' '' •' +• rrrrr \ \ rrrrrr � I , _ % �' rrrrrr rrrrrr ♦••. ', - � � d/ • +' , ','• / rrrrrr \ rrrrrrrr \ \ \ \\ �/ ' r rr �\—/+ •� rrrrr /' \ ` r rrrr \ „ ` \\ \\ \\ \\ \ ` �+ t rrrrrr / \\ rrrrrrr \ \ � O W \ ' ,' rrrrr / ' / \ \\ rrrrrr \ •• •. \ ` \` \ / ! / / '• � + , rrrrr // rrrrrr \ � / I \ \ \ \\\ \ U) LL _/ i O / � •• ',. , rrrr \ � \\ \ rrrrr \ / I \ \ \JJ O , o , + <p36,, / O " •• / / rrrrr / rrrr � '•� / / / / � \• •+ / rrrr / '' / / \ \ • �I•,+ /rrrr / \ \ \ rrrr •?' / \\ \ \ \ rrrr \ \ rrrr \ _— -��- lFF,2 ^ \ / / rrrr \ rrrr \\ •\ \ `` \ 636.gg garag@ / I � i _ rrrr / \ \ \ rrrrr \ \•• \ \ I � i \ � / l � / / rrrrr \ � \ rrrrr ,• / / , rrrrr \ \ rrrrr \ •\ •\\ \ \\ ii i TONAL 0 � rrrrr rrrrr \ \ \ � / / // rrrrr ` IIVI \ rrrrr \ \ ,+:\•, \ \ \ � r r r r r \ V r r r r r Q r r r r r N� 1\ / / rrrrrr rrrrr - ,:i $„W $„W W rrrrr \ + \ / i r r r r r r r / � r r r r r '• r— . , I 1� � rrrrrrrr c \ p. rrrrrrrr --o -- -- \ — SHEET NO. ` UKE Jo \ \ 8,� S i rrrrrrrrr r r r r— II ( rrrrrrrrr IC6—rrrrrrrrr — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — rrrr „ _ rrrrrrrrrrr / .rrrrr V.=-\ r r r r r r r r r r \ r r r r r ———————————— ———— �—rrrrrrrrrrr r r r r rrrrrrrrrrrrrrr \ AMENDED MAGIC VIEW SUB •.� �' —rrrrrrrrrrrrrrr rrrr _ 15 11 --------------- DEED INSTRUMENT NO. 102038407 rrrrr - - - - \ - - - -/T - - - - - — —f �-- r• ^• � rr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -LOT I, BLOCK16 OF SHEETS —————————————— N?2o 10, N N ti o °0° ,"0 00 LO W N cc) W E r' � Z � CO00 W N ,S' CENTER 1/4 COR SEC 17 Z 0 O N _ Z CO uGRAPHIC SCALE Z o CO 0 FF, zo o io zo ao W � O / J ~ 2636.88 / / ; J c� '0 co 0 9ara9a l ( IN FEET ) Z 0 M 1 inch = 20 ft. C6 m [] En - / Rvv / a) W a) FF-26368 9 ^ s ' ] w / 300 1 / // / 8 ara9e _� > ' / of E5 / M 100-2 I I 400-5 - 400-4 //� CONSTRUCTION NOTES: J W uj I � Q/ GENERAL: r O Q - 1 1002 CC ti G p O r 00 % 100 1 RETAIN AND PROTECT EXISTING UTILITY. N CONSTRUCION CENTERLINE 400-9 w / 100-2 INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE N I 0 400-8 0 00-1 W 8"-4 / REQUIREMENTS.SEE LANDSCAPE PLAN FOR DETAILS. v �+ I 00-1 ' I U) +00 I 00-10 / 100-3 18"MINIMUM SEPARATION BETWEEN NON-POTABLE SERVICES AND I o II 500-1 5: � \ 0 1 8"-4� / POTABLE WATER SERVICES.SEE WATER NOTE 3 ON COVER SHEET. \ \ 400-2 100-1 �. 1 / I II �ss -a s - - - �` G - O IIr � � yf REMOVAL AND REPLACEMENT: SAWCUT 2'MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. � y, rrrrrrr. II � r / rrrrrrr. I - - / rrrrrrrr. II - - - - - - - - - - - T WATER: I 10'MIN.S NOT 2, rrrrrrrr. ON COVER / -rrrrrrrr. 1 1 II / -r r r r r r r r, 400-1 INSTALL 12"WATER MAIN,MAINTAIN 6'MIN COVER. ---------- I II I ----------, 400 2 INSTALL 8"WATER MAIN, MAINTAIN 6'MIN COVER. ----------- II lil ----------- 400-3 INSTALL 4"FIRE LINE. EXISTING 12"CULVERT TO / / / / ---------- ' --- -------BEABANDONED ---------r INSTALL FIRE HYDRANT COMPLETE ASSEMBLY PER CITY OF MERIDIAN I / -------------- SUPPLEMENTAL SPECIFICATION STD DWG W8. -- --- 1 1"SERVICE LINE CONNECTION PER CITY OF MERIDIAN STD DWG W1. I J -------- / �.•, I II I.. I 1 /� - �j//// -------// 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. 400-7 INSTALL 4"GATE VALVE WITH TRAFFIC RATED COVER. DRAWN BY DESIGN BY CHECK BY 400-8 INSTALL 8"GATE VALVE WITH TRAFFIC RATED COVER. SWR HLE BLJ 400-9 INSTALL 12"GATE VALVE WITH TRAFFIC RATED COVER. JOB NO: 24-162 2640 PVI STA:1+24.30 00-1 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG DATE: JULY 2025 PVI ELEV:2635.40 SD-403.SIZE AND ANGLE PER PLAN. REVISIONS DATE K:7.00 400-1 8"X4"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. LVC:29.32 r- 00-1 12"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. m �+ (0 � N - 00-1 12"WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG cli U U U U � SD-403. LO PVI STA:0+66.15 m m w w Cd N 00 1 12"x10"REDUCER PER ISPWC STD DWG SD-617.(ACHD SUPPLEMENT) PVI ELEV:2632.29 65 11 KA0.00 > 00-1 8"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. LVC:13.35 FLANGE ELEV: � w 2636 2635.90- - - - v o CR (q SEWER: M N N N uf) co I'_ co o N o N PROPOSED GRADE 500-1 ADJUST RIM TO GRADE AS NECESSARY TO MATCH NEW PAVING PER 66 uj 66 uj 1.15% ISPWC STD PER ISPWC STD DWG SD-617. U U U U m m w w 500-2 INSTALL 4"SANITARY SEWER SERVICE AT 1.00%MIN SLOPE.SEE 0) - - - - PLUMBING PLANS FOR CONTINUATION.SEWER MAIN CONNECTION TO MEET CITY OF MERIDIAN STANDARD. + / o co N / STORM DRAIN: RIM:2631.50 ; m EXISTING GRADE m 600 1 INSTALL 12"STORM PIPE AT 0.28%MIN SLOPE. 2632 - 0- w z 600 2 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. t 4.00% "' 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. J n/ \ INSTALL STORM INFILTRATION SYSTEM.SEE DETAIL ON SHEET C12 AND E V I BMP 20 OF THE ACHD POLICY SECTION 8200. O 3: 8"x6"TEE w Q 2628 - - - - - - I - - - - - - -off 13 � w G go � LL Q ( 8 , I NS�Pv Q v Z LLI � - - - - - - Q L J SSMH#2 J RIM:2633.77 12"x8"TEE NE 8"INV IN:2614.80 W 8"INV OUT:2614.70 2624 Install 56' of 12"ADS N-12. Storm Pipe @ 0.22% - - - - SSMH#1 RIM:2631.66 E 8"INV IN:2613.58 2616 - Install 114' of 8" AS-TM D-3034 San. Pipe @ 0.98% - - - - - - �\oNAL EN SHEET NO. EXISTING 12"SANITARY SEWER V I E C 7 INV=2613.48(CONTRACTOR TO VERIFY IN FIELD) N� R co o <UKE 30\'� 15 OF SHEETS E ti Z N rn NC:) W N eD L7 ) Z 1z oo 00 ] o W LO PD Q OWw w b Cl) Cl) N (N�4 N N \\ � co 00 00 00 UI UI 01 N CO Oo\ co 00 00 cn cn cn c n ?A Z GRAPHIC SCALE Q OOib �\ o 20 0 10 20 40 W - Ca cli 4.- � O [' LL 1 v �, v __ �, v v v � v v Q m m n m m m m m m I m ' m m I / IN FEET Z O ca m m \ inch = 20 ft. ] m m \ O r �_ in \ \ \ \ C rA 500-2 A A A 400-3 �'' / I Ul w \ \ \ TYP 400-3 - I T- I F J Q N cwn PV 4005 f / / N Q t-Lr �40LO r r T 0 2 C� r 400 4 I f I 1 - - r l - - - - I - - - - - - - - - I - - - - - - 1 I - om _ \ \ ;l I CONSTRUCTION NOTES: J Uj J 500-1 _- i GENERAL: r O Q n I 400-7 001 a G r Op J \ \ 00-1 400-2 W 400-2 400-7 100 1 RETAIN AND PROTECT EXISTING UTILITY. _ \ \ 100-1 - -- - - -- I - + �- --- - - - - + - 400 7 -' /' I $, ( 5 331 0 s^ss(-- 8"ss( __ _ $ W 500-1 I 100-2 INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE c� REQUIREMENTS.SEE LANDSCAPE PLAN FOR DETAILS. �� a\ 500 1 SEE SHEET C14100-1 500 1 �\\ 600-2 ---- U \\ _ FOR DETAILS ff 11 � 100-3 18"MINIMUM SEPARATION BETWEEN NON-POTABLE SERVICES AND = - POTABLE WATER SERVICES.SEE WATER NOTE 3 ON COVER SHEET. IT 10'MIN.SEE WATER NOTE 2, I I O \\\ \ \\ \\ `� 100-2 ON COVER SHEET. \ V \ \ L J 000\` I 100-2 REMOVAL AND REPLACEMENT: SAWCUT 2 MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. \ \\ WATER: INSTALL 12"WATER MAIN,MAINTAIN 6'MIN COVER. \\\!\\\\\ \\\\\\\\\\\l � i \ INSTALL 8"WATER MAIN, MAINTAIN 6'MIN COVER. \ \\ INSTALL 4"FIRE LINE. \\\ 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. 400-7 INSTALL 4"GATE VALVE WITH TRAFFIC RATED COVER. DRAWN BY DESIGN BY CHECK BY PVI STA:1+24.30 PVI ELEV:2635.40 400-8 INSTALL 8"GATE VALVE WITH TRAFFIC RATED COVER. SWR HLE BLJ K:7.00 co rl_°° FLANGE ELEV: LVC:29.32 � � c�i � 2639.56 400-9 INSTALL 12"GATE VALVE WITH TRAFFIC RATED COVER. JOB NO: 24-162 + �ri `+° Ln I I 00-1 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG DATE: JULY 2025 L`� ii N ii N I I SD-403.SIZE AND ANGLE PER PLAN. 00 REVISIONS DATE f6 I I 400-1 8"X4"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. co � `�`� c j �� � I� PROPOSED GRADE �, > � I > > > > 0- w 0- w _ - - - - - L - _ _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ 00-1 12"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 2636 0o00 ww 0.35% - - - - - - - - - - - - - - - - / 12"WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG I / S D-403. 1.15% I I I 00 1 12"x10"REDUCER PER ISPWC STD DWG SD-617.(ACHD SUPPLEMENT) 1 I I EXISTING GRADE I �I � } 1 - \ I m 00-1 8"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. CB#2TC( rcr/ TCYI I I I SEWER: GRATE:2635.15 I I I I I 500-1 ADJUST RIM TO GRADE AS NECESSARY TO MATCH NEW PAVING PER I NE INV OUT: 2631.15 12" I I I I I ISPWC STD PER ISPWC STD DWG SD-617. I Install 87' of 24" Perforated Pipe 1 I I I 1 - - - - - - 500-2 INSTALL 4"SANITARY SEWER SERVICE AT 1.00%MIN SLOPE.SEE 2632 - - - - - - - - - - - - - - -I- - - - - - - 4 - - - - - - - - - - - -I- - - - - - � - - - - - - - - - - - - 4 -1 - � PLUMBING PLANS FOR CONTINUATION.SEWER MAIN CONNECTION TO I I I MEET CITY OF MERIDIAN STANDARD. I I I I INSTALL 382'OF 8"C-9o0 PVC WATER LINE STORM DRAIN: - - - - - - - - - - - - _ - - - - - - - - - - - L - - - - - - - _ _ - - � - - _ - - - - - - L - - - 6001 INSTALL 12"STORM PIPE AT 0.28%MIN SLOPE. I I I 600-2 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. I I I I I I I 600-3 INSTALL 24"TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER PER ISPWC SD-617.PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF I NOT LOCATED WITHIN SIDEWALK. 2628 - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - T_ - - - 6004 INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601. J n/ I 600-5 INSTALL STORM INFILTRATION SYSTEM.SEE DETAIL ON SHEET C12 AND E BMP 20 OF THE ACHD POLICY SECTION 8200. O Q I I INFILTRATION BED.SEE DETAIL ON SHEET C14. � � Q SSMH#4 SSMH#5 - - - - - - - - I I RIM:2636.78 �RIM:2637.08 W 0 - - - - - - - - -- - - -I- - - - - - - - - - - - - f -F - - - - - - -I- S 8"INV OUT:2618.93 E 8"INV IN:2618.40 I 1 I I N 8"INV IN:2618.40 I I Q uj S 8"INV OUT:2618.30 I I Z Q. Q I I I I I I Q C.) 0 SSMH#3 Lu RIM:2635.55 I I I - - - - i- - z Lu 2624 - - - - - - - - N8"INVIN:2615.15 - - - - - - - L - - - - - - - - - - - - -I- - - - - - - - - - - - - L - - - - LL SW 8"INV OUT:2615.05 I I I I I J I I I I I I I I I I I I � J 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 2620 - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - -- - - - -I- - - - - - - - - - - - - -- - - - - - - - - - - - - - \ - - - - - - - I I I I I I I I I I I I I I I I ll I I I I I I 11 i I - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - L - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - L - - - - - - - I I I I 0.99% I Install 317' of 8" ASTM D-3034 San. Pipe @ Install 53' of 8"ASTM D-3034 San. Pipe @ 1.00% LLrITL 2616 - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - r - - - - - - - - - - - � S�pNAL EN SHEET NO. 1 I I I �m I I I I VIE CVQQ I I I I I I I I I N R 6 e im 12 15 OF SHEETS N E Z 64 o O N / \ \ W (v 00 \ \ Z �o 0 00 ` On W 0 oN N _� 440 - - \- - R4.121A 00 GRAPHIC SCALE Q o \\ \ 20 o 10 20 40 W Cli LL _�e _ ( IN FEET ) Z 0 m 1 inch — 20 ft. (6 m r In a� [] W m c cf) I 400-5 L400 4 in > (_0 w N Q Y 'U w I - \ < L _ 4' 0- I _ J W -- CONSTRUCTION NOTES: -- -- _ _ W w GENERAL: > Q r O Q 00-1 400-8 / --—_ 400-2 ' a— \ 400-2 w ' 8"-90P \ 5 1 ,- O • \ 8���✓V �8� 8„NF _— a�� a�� \6='SN—fp _— a„ a„ 8„�� 8"�n� r J 900 ,� +OO 4+00 100 1 RETAIN AND PROTECT EXISTING UTILITY. _ -SSc \ 100-2 INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE N / \ r, REQUIREMENTS.SEE LANDSCAPE PLAN FOR DETAILS. \� SS( 8SS m-8"SS--- B SSf 8,SS( 8"SS( \� 8"SS 8"sS( a°ss( a°ss(— U r \ SEE EET C14 500 1 FOR DETAILS 100-1 --�-- _ \ 100-1 �___ - - ~ •• •••: :• '• � �__ 100-3 18"MINIMUM SEPARATION BETWEEN NON-POTABLE SERVICES AND = - - - - - - - - - - __--�—- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - POTABLE WATER SERVICES SEE WATERNOTE30NCOVERSHEET s _ MIN;STAI L HDPE LINER ON NORTH SIDE OF INFILTRATION TRENCH Ts� �- - - 10'MIN.SEE WATER NOTE 21 __ -- - -- REMOVAL AND REPLACEMENT: 7 \ I \ 400-4 p i I -- ON COVER SHEET. - -- ,\ \ \ \ \ ,- \ \ "_ _ __ ;, _ __ ��_ 30 0-1 SAWCUT 2'MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. EO FUTURE __ \ - --------- WATER: N / , ` \ \� CONSTRUCTION'` / / ' � I ' i 400-1 INSTALL 12"WATER MAIN,MAINTAIN 6'MIN COVER. / - \ P HAS E 2 B -- ' i 400 2 INSTALL 8"WATER MAIN, MAINTAIN 6'MIN COVER. INSTALL 4"FIRE LINE. 4 ( �� \ \� `- / 400-4 INSTALL FIRE HYDRANT COMPLETE ASSEMBLY PER CITY OF MERIDIAN 4" SUPPLEMENTAL SPECIFICATION STD DWG W8. 1"SERVICE LINE CONNECTION PER CITY OF MERIDIAN STD DWG W1. r I 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. - - - 400-7 INSTALL 4"GATE VALVE WITH TRAFFIC RATED COVER. DRAWN BY DESIGN BY CHECK BY FLANGE � � � � / 400-8 INSTALL 8"GATE VALVE WITH TRAFFIC RATED COVER. SWR HLE BLJ 400-9 INSTALL 12"GATE VALVE WITH TRAFFIC RATED COVER. JOB NO: 24-162 2640 - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - � � � — — — — — — - - - - - - - - - - - - - 00-1 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG DATE: JULY2025 EXISTING GRADE SD-403.SIZE AND ANGLE PER PLAN. REVISIONS DATE I i 400-1 8"X4"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. - - - - - - - - - - - - - - `PROPOSED GRADE 12"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. i - - - - -I- - - - - - - - - - - - - I - - - - - - - - I- - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - 001 12"WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG SD-403. FLANGE ELEV: I - - - - 12"x10"REDUCER PER ISPWC STD DWG SD-617.(ACHD SUPPLEMENT) 2635.78 - - - - - - � - - - - - I 8"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 2636 - - - -I- - - - - - - - - - - - - — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — SEWER: / I I 500-1 ADJUST RIM TO GRADE AS NECESSARY TO MATCH NEW PAVING PER I I ISPWC STD PER ISPWC STD DWG SD-617. ZI 500-2 INSTALL 4"SANITARY SEWER SERVICE AT 1.00%MIN SLOPE.SEE g I PLUMBING PLANS FOR CONTINUATION.SEWER MAIN CONNECTION TO - - - —I — — — — - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - MEET CITY OF MERIDIAN STANDARD. - - - - - cn B# O O O O O O O O I I G RATE:26 115.76 o 0 0 0 0 0 0 0 0 0 STORM DRAIN: E INV OUT: 2631.7 1 INSTALL 12"STORM PIPE AT 0.28%MIN SLOPE. — — — — — —I Install 108'of 18" Perforated Pipe I 600-1 2632 I I - - 8"x6"TEE - - - - - - - - - - - - - - - - - - - - - - - - - - - 6002 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. INSTALL 24"TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER INSTALL 376'OF 8"C-900 PVC WATER LINE PER ISPWC SD-617.PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF I NOT LOCATED WITHIN SIDEWALK. O O O O O INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601. J n/ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALL STORM INFILTRATION SYSTEM.SEE DETAIL ON SHEET Cl2AND _ LL BMP 20 OF THE ACHD POLICY SECTION 8200. SSMH#6 O _ I 8 E8" NVN:2621.50 0-1 W 0 - - - - 8"x6"TEE - - - W 8"INV OUT:2621.40 @ Q mow/ 2628 8-90°BEND - � - Install 31' of 12"ASTM D-3034 San. Pipe 0.22% - - - - - - - I - - - - - - - - - Z 7 LL Q SSMH#4 INFILTRATION BED.SEE DETAIL ON SHEET C14. U 0 RI M:2636.78 E 8"INV IN:2618.40 LLu N 8"INV IN:2618.40 S 8"INV OUT:2618.30 O J 2624 - - - - - - - — — - Install 298' of 8" ASTM D-3034 San. Pipe @ 1.01% I I n. Pipe 0.99% 2620 — — — — — — — — — — — — — — Install 302' of 81, ASTM D-3034 Sa @ I I S\ONAL fN SHEET NO. 11V1 1 E C9 I I N� R I I 15 OF SHEETS ED Z N p N 4 L6 W N 00 L7 ) 00 00 Ln W N I 00 yv GRAPHIC SCALE J CO 00 0 20 o io 20 ao }; O IN FEET ) Z 0 m m 1 inch = 20 ft. p m� ^ - F U] — LL 'ss / ss 400 2 U J Q U w vu � ' 0-MIN.SEE WATER NOTE 2, J iY r s•- CONSTRUCTION NOTES: SHEET2. J \� ' 14 VE XI TI G O -O D GENERAL: Q O q) Q O IS IN W E ST B L� RETAIN AND PROTECT EXISTING UTILITY. N a w NE INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE N REQUIREMENTS.SEE LANDSCAPE PLAN FOR DETAILS. v FUTURE \ b' 100-3 18"MINIMUM SEPARATION BETWEEN NON-POTABLE SERVICES AND POTABLE WATER SERVICES.SEE WATER NOTE 3 ON COVER SHEET. } CONSTRUCTION s a $ ss�/ '" ����� ' ' PHASE 2C \ REMOVAL AND REPLACEMENT: / SAWCUT 2'MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. 642 WATER: �t• INSTALL 12"WATER MAIN,MAINTAIN 6'MIN COVER. INSTALL 8"WATER MAIN, MAINTAIN 6'MIN COVER. - /• .. 400 3 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. 400-7 INSTALL 4"GATE VALVE WITH TRAFFIC RATED COVER. DRAWN BY DESIGN BY CHECK BY 400-8 INSTALL 8"GATE VALVE WITH TRAFFIC RATED COVER. SWR HLE BLJ 2644 — — — — — — — — — — — — - - - - - - - - - - - - -I- - - - - - - - - - - - - L - - _ 1 - - - - - - - - - - - - - - - - - - - - - - �� - - - - � � 400-9 INSTALL 12"GATE VALVE WITH TRAFFIC RATED COVER. JOB NO: 24-162 EXISTING GRADE /' 00-1 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG DATE: JULY 2025 I SD-403.SIZE AND ANGLE PER PLAN. REVISIONS DATE 8"X4"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. - - - - - - - - - - - - - - - - - - - - - - - - 12"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. - - - - - - - - - - - - T I \ 00 1 12"WATER MAIN PLUG AND THRUST BLOCK PER ISPWC STD. DWG S D-403. I 00 1 12"x10"REDUCER PER ISPWC STD DWG SD-617.(ACHD SUPPLEMENT) 00-1 8"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. I I I SEWER: 00 REMOVE EXISTING BLOW-OFF AND 500-1 ADJUST RIM TO GRADE AS NECESSARY TO MATCH NEW PAVING PER CONNECT TO EXISTING WATER STUB ISPWC STD PER ISPWC STD DWG SD-617. - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - 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. I I I I STORM DRAIN: 2636 - - - - - - - - - - - - - - - - - - r - - - 7 - - - - - - - - - - - - - - - - - - � - - - - - 6001 INSTALL 12"STORM PIPE AT 0.28%MIN SLOPE. INSTALL 137'OF 8"C-900 PVC WATER LINE EXISTING 8"WATER 600 2 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. I INSTALL 24"TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER PER ISPWC SD-617.PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF INSTALL 235'OF 8"C-900 PVC WATER LINE 8"-45'BEND NOT LOCATED WITHIN SIDEWALK. - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - � - � � INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601. ui J INSTALL STORM INFILTRATION SYSTEM.SEE DETAIL ON SHEET C12 AND Q SSMH#8 BMP 20 OF THE ACHD POLICY SECTION 8200. SSMH#7 RIM:2643.96 0 O RIM:2642.31 - - NW 8"INV OUT:2625.98 I..L y Q 2632 — — — - SE 8"INV IN:2624.60 - - - - - - - - - - -I- 0- W W 8"INV OUT:2624.50 L u 0 � Q Z U 0 Q Z w Q L~L O J I 2628 - - - - - - - - - - -- — — — — — — — i I EXISTING 8"SEWER — pipe@1.00% — L - - - - — — Install 137, of 8" ASTM D-3034 San. I 2624 STM D-3034 San. Pipe @ 1.01% i Install298' of8" A � - - - - - - - - I I — �_o0A�IL E� SHEET NO. I IIVI clo IE N� R 15 <WE P OF SHEETS ED oN W � ti SEE SHEET C14 / / Z p FOR DETAILS/ \ 1 CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR I p O PLACEMENT OF ELECTRONIC MARKERS ON ECH CORNER I In . . PERMANENT MONITORING WELL.WILL NEED TO B USED FOR DURING CONSTRUCTION AND PRIOR TO BACKFILLING. W / THE MONITORING FROM APRIL 15 TO OCTO�R 31 2025 (TYP 4 PLACES) - W 0 p N 600-5 Mb - - - - - - -RW - - - �-RW RW - - - -RW - - - -Rini - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -RW - - - - - - -RW H- - - - - - -RW - - - - - - -RW - - - - -RW - Z a � - - _ _ _ _ __ _ _ ___ _ ___ _ ___ ____ _ ___ _ ___ _ ___ ____ ____ _ __ _ ___ _ _ _ _= GRAPHIC SCALE Z o 0 20 0 10 20 40 w on O °H - , i PERMANENT MONITORING WELL. 02 Ys $ 2 J [� LL `1 �� / WILL NEED TO BE INSTALLED AND MONITORED FROM APRIL 15 TO L 100-1 Z O 0 i 100-1 OCTOBER 31 2025.MONITORING WILL CONTINUE AFTER CONSTRUCTION) + ( IN FEET ) 1 inch = 20 ft. m in i 30° 400-1 \ 400-1 1 z" \\ 12" 2" N w / LL rn i -- - - -- - - - - N > �_ w i - - - - // TYP / - -- ------------ - - - - Y m - - - R'✓i -- -- Y ----'RW - ----P - --rny -- --F�J'1- - oni- --- RW,-- 1\`�--- -- P -- -----Pw-- -- - I - RW- LZ- j --- - CONSTRUCTION NOTES: -y c� GENERAL: � CQ Q TEMPORARY MONITORING WELL TO BE USED FOR A MINIMUM OF BUILDING 2(5-PLEX ` BUILDING#3(5-PLEX) \ ti ` � 100 1 RETAIN AND PROTECT EXISTING UTILITY. _ 6,044 s N \2 6,044 sq.ft. q-ft- � �\ `° � ONE MONITORING SEASON FROM APRIL 15 THROUGH OCTOBER 31 2022. / / T I I I o / n \ w \ MAX HEIGHT=65' MAX HEIGHT=65' �1 ,i -n MAX HEIGHT=65' �t TI TI T T T T ,,'i IBC CONST.TYPE �t „ - TI i' \ I u li IBC CONST.TYPE ii ° 100-2 INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE N ,I IBC CONST.TYPE TI T -n N \ TI 1'I II II II II II II II N \ N N N \ II II N N N N N N N I N rn rn /rn REQUIREMENTS.SEE LANDSCAPE PLAN FOR DETAILS. V / N N a) � W � W � W W W W / \ \ W W W W -_ W W W W W W QD / OD / O7 I H cVn cVn aV I nNi / ^N' 100-3 18"MINIMUM SEPARATION BETWEEN NON-POTABLE SERVICES AND 1Z Rl \ \ \ \ oo co oo co co cn O1 `'" C7 O1 ' POTABLE WATER SERVICES.SEE WATER NOTE 3 ON COVER SHEET. \ TEMPORARY MONITORING WELL TO BE USED FORA MINIMUM OF 1 �� ONE MONITORING SEASON FROM APRIL 15 THROUGH OCTOBER 31 2025, I I I O EXISTING 12"CULVERT TO BE ABANDONED \ J I REMOVAL AND REPLACEMENT: SAWCUT 2'MINIMUM AND REPLACE ASPHALT PER ACHD SUPPLEMENTAL SD-303. 00 00 WATER: 400-1 INSTALL 12"WATER MAIN,MAINTAIN 6'MIN COVER. N o N o Lu 400 2 INSTALL 8"WATER MAIN, MAINTAIN 6'MIN COVER. o > + J o J �q w 400-3 INSTALL 4"FIRE LINE. 2640 - - - - - - - - Q U U) i 400-4 INSTALL FIRE HYDRANT COMPLETE ASSEMBLY PER CITY OF MERIDIAN I- 00 1 SUPPLEMENTAL SPECIFICATION STD DWG W8. U) I- i 400-5 1"SERVICE LINE CONNECTION PER CITY OF MERIDIAN STD DWG W1. i i o 400 6 INSTALL 1"WATER LANDSCAPE SERVICE PER CITY OF MERIDIAN STD. _ _ _ _ _ _ _ _ 00 DRAWING W2.SEE LANDSCAPE PLANS FOR CONTINUATION.SEE LO co � -� PLUMBING PLANS FOR CHECK VALVE(BACKFLOW PREVENTER) cfl N o' - LOCATION. N > 2�0 o W - 400-7 INSTALL 4"GATE VALVE WITH TRAFFIC RATED COVER. DRAWN BY DESIGN BY CHECK BY LU N m - 400-8 INSTALL 8"GATE VALVE WITH TRAFFIC RATED COVER. SWR HLE BLJ rn 2636 c�i PROPOSED TOP OF CURB ~ - - 400-9 INSTALL 12"GATE VALVE WITH TRAFFIC RATED COVER. JOB NO: 24-162 c� o N o > I 00-1 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG DATE: JULY 2025 o Lu I SD-403.SIZE AND ANGLE PER PLAN. REVISIONS DATE M M EXISTING EDGE OF ASPHALT M W c\i coN 00 N Q U �o I 400-1 8"X4"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. C14 cocoI- m N N - - - - _ ~ - - - - - - - - - - I 00-1 12"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. N N � - - - - - - M 00 w � M N _ _ N N � w °+ � N o > J - - I I 00 1 4"BLOW OFF PER CITY OF MERIDIAN STD DWG W12 co w o w Q U o f + w Q U _ I f cA + 1'S% I I 00 1 12"x10"REDUCER PER ISPWC STD DWG SD-617. (ACHD SUPPLEMENT) ow � � RIM:2631.50 QU Hm Hm _ - _ _ H - F- CO U) H L7 - - I I 00-1 8"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. 2632 - - - - - - 94' - - =o � - - - - - - - -=-�o-�r - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - \ - - - - - - - - - - °° I I SEWER: 500-1 ADJUST RIM TO GRADE AS NECESSARY TO MATCH NEW PAVING PER ISPWC STD PER ISPWC STD DWG SD-617. - - - - - - - EXISTING MH#3 - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - RIM:2639.54 500-2 INSTALL 4"SANITARY SEWER SERVICE AT 1.00%MIN SLOPE.SEE N 12"INV IN:2625.71 PLUMBING PLANS FOR CONTINUATION.SEWER MAIN CONNECTION TO S 12"INV OUT:2625.62 MEET CITY OF MERIDIAN STANDARD. I I I I I I I INSTALL 195'OF 18"SOLID WALL PIPE I I STORM DRAIN: I I I I I I I I 2628 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - 600-1 INSTALL 12"STORM PIPE AT 0.28%MIN SLOPE. I 600 2 INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601. Z O O O O O O O O O O O I I Install 56' of 12"ADS N-12. Storm I 2 0.22% I I INSTALL 24"TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER - - INSTALL 233'OF 12"C-900 PVC WATER LINE - - - - - PER ISPWC SD-617.PROVIDE CONCRETE COLLAR PER ISPWC SD-616 IF NOT LOCATED WITHIN SIDEWALK. ui INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601. J n/ INSTALL STORM INFILTRATION SYSTEM.SEE DETAIL ON SHEET C12 AND - BMP 20 OF THE ACHD POLICY SECTION 8200. O O INFILTRATION BED.SEE DETAIL ON SHEET C14. I I I n/ � Q 2624 _ - - - - - - I - - - - - - - - - - - - I - - - - - - - - - - - -I- - - - - - - - - - - - w - INSTALL 41'OF 12"C-900 PVC ATE LINE I I I ui Q EXISTING MH#2 INSTALL 20'OF 12"C-900 PVC ATER LINE RIM:2631.72 I I I z r , 0 N 12"INV IN:2615.86 S 12"INV OUT:2615.76 I I I 7 WE I I I J O EXISTING INAH#1 31.58 R MH#11.66 " SPN��ARY sE R I I I 0- J N 12"INV IN:2612.16 E 8"INV IN:2613.58 EX�ST�NG 12 I I I S 12"INV IN:2612.74 2620 E 12"INV IN:2611.84 - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - W 18"INV OUT:2611.71 I I I I I I I I I I I I I I - - - - - -I- - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2616 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t - - - - - - - - - - - - - - - - - - - - -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 I I I I - � - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S7\oVALeV I I I I I SHEET NO. I I I I I I I �1E C 1 1 I I I I I I I I N� b R 15<\E JO OF SHEETS E ti Z cv O N W CV 00 L7 ) Z lz oo 00 Ul ] o W N r W O o N _ ZM � °H OH °" °" GRAPHIC SCALE L7 J CC) 0 OH OH OH OH Z - OH 20 0 10 20 40 RW RW RW RW RW RW \� RW RW RW RW RW RW � R RW W (� cn O - - - - - - - - - - - - -_� Q � ( IN FEET ) � Z � � d 1 inch = 20 ft. ] m F En }; V W N N + p + + 0 +86 LL — N — ` 2639.04 400-1\\ \ 400-1 100-1 \ in J Q -U w TO (Match) °" Q Y —• "wr � to H O �� _ _ _ _ _ _ --- —_ ' --� - 43 J W a C� CONSTRUCTION NOTES: — Uj 39.38 _,/' __�- ___�--� -- GENERAL: r O TBC_ RW R4 W -RW -RW RW RW RW RW RW RW RW RW RW - RW _ _ 5 1 o O Q r 00 � CONNECT TO EXISTING N 100 1 RETAIN AND PROTECT EXISTING UTILITY. _ I ' 10"WATER MAIN WITH 12"x10"R UC R 100-2 INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE N REQUIREMENTS.SEE LANDSCAPE PLAN FOR DETAILS. v II I I ti 18"MINIMUM SEPARATION BETWEEN NON-POTABLE SERVICES AND POTABLE WATER SERVICES.SEE WATER NOTE 3 ON COVER SHEET. o I I REMOVAL AND REPLACEMENT: j I ' 300 1 SAWCUT 2'MINIMUM AND REPLACE ASPHALT PER ACHD Co Co I SUPPLEMENTAL SD-303. WATER: 400-1 INSTALL 12"WATER MAIN,MAINTAIN 6'MIN COVER. 400 2 INSTALL 8"WATER MAIN, MAINTAIN 6'MIN COVER. 2652 400-3 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. INSTALL 1"WATER LANDSCAPE SERVICE PER CITY OF MERIDIAN STD. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - -- - - - - - - - - - - - - -- - - - - - - — - - - i DRAWING W2.SEE LANDSCAPE PLANS FOR CONTINUATION.SEE PLUMBING PLANS FOR CHECK VALVE(BACKFLOW PREVENTER) I I I I _ _ _ - - _ LOCATION. 400-7 INSTALL 4"GATE VALVE WITH TRAFFIC RATED COVER. DRAWN BY DESIGN BY CHECK BY INSTALL 8"GATE VALVE WITH TRAFFIC RATED COVER. SWR HLE BLJ 2648 - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — - - - - - - L - - - - - -> — — - - - L - - - - - 400-9 INSTALL 12"GATE VALVE WITH TRAFFIC RATED COVER. JOB NO: 24-162 WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STD DWG DATE: JULY 2025 SD-403.SIZE AND ANGLE PER PLAN. REVISIONS DATE EXISTING GRADE 400-1 8"X4"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. — — — — — — — / � � ' - - - - - - -F - - - - - - -- - - - - - - - - - 00-1 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. CONNECT TO EXISTING 00 1 12"x10"REDUCER PER ISPWC STD DWG SD-617.(ACHD SUPPLEMENT) / 10"WATER MAIN WITH 12"x10"REDUCER 2644 — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — - — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — _ - - - - - - - 00-1 8"X8"TEE AND THRUST BLOCK PER ISPWC STD DWG SD-403. I WATER� , I z I I I EXISTING 10' SEWER: -1 ADJUST RIM TO GRADE AS NECESSARY TO MATCH NEW PAVING PER ISPWC STD PER ISPWC STD DWG SD-617. - - - - - - = ��-- - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - — — — — — — — — — — — — EXISTINGMH#4 500-2 INSTALL 4"SANITARY SEWER SERVICE AT1.00%MIN SLOPE.SEE �I RIM:2649.97 PLUMBING PLANS FOR CONTINUATION.SEWER MAIN CONNECTION TO S 12"INV OUT:2635.50 MEET CITY OF MERIDIAN STANDARD. STORM DRAIN: 2640 — — — — — — - - - - - -. — — — — — — — — — — — — — - 6001 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. CWP�ER�\NE 12 C F INSTALL TYPE 1 CATCH BASIN PER ACHD ISPWC SUPPLEMENTAL SD-601. n/ 565'OF -900 LL INSTALL INSTALL STORM INFILTRATION SYSTEM.SEE DETAIL ON SHEET C12 AND Z 7 Q BMP 20 OF THE ACHD POLICY SECTION 8200. I I I I I I I Q O= J Q 2636 — — — — — - - - - - - - - - - - - - - - - - -I- - - - — — — — — — — — L — — — — - - - - - - - - - - - - - - - L - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - 0- W W Q LU - - - - - - - I I � LL � 0 J 2632 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - EWER - - - - - -- --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — EXISTING MH#3 p,RY S RIM:2639.54 SA N 12"INV IN:2625.71 EX,S�,NG�12 S 12"INV OUT:2625.62 I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - -L - - - - - - - - - - - - - - - - L - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - -I — — — — — — —I — — — — — — — — — — — — - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - O�AA L eN SHEET NO. E C12 N� R UKE 30 15 OF SHEETS Z N O N Lo 2-#4 BAR, CONT 3'-0" co co w 25'R/W 4"DEPTH ASPHALT PLANT MIX Z 0 O N U) 18.5'B/C 5 W L N V) S/W N J 6"DEPTH CRUSHED 3/"MINUS W 0 O� N w AGGREGATE LEVELING COURSE Z 2"DEPTH ASPHALT PLANT MIX COMPACTED TO 95%ASTM D698 - Z 000 1.0' 3.0' 2.0' 3.0' o� VI Q Z J p 1.0'TO 3.0'FOUNDATION m o �U�oU o 0 0 0 �� 6"SUBBASE COURSE o W +% REVEAL COMPACTED TO 95%ASTM D698 o 0 0 0 0 (� fn O 16"DEPTH UNCRUSHED AGGREGATE ./ J O LL � — SUBBASE COURSE 6"TYP a Q ) COMPACTED TO 95%ASTM D698 H Q: Z O ca 0 - � — \ 1=III—III- - -I —I —I —III—I SUBGRADE EARTH COMPACTED = 4"COMPACTED c� m TO 95%ASTM D698 —III—I — _ _ _ _ __ BASE F En—I 1=III=III=III=III=III= III—III=1 I— _ t] \ 1=III—III—III—III—III—III—III—I I SUBGRADE EARTH COMPACTED W o \ —III—III—III—III—III—III—III TO 95%ASTM D698 � > inof w \ U Q Q U w PEDESTRAIN WALK PRIVATE ROAD AND PARKING AREAS A 3' WIDE VALLEY GUTTER SECTION A L (N.T.S.) J w a P cn J (N.T.S.) ASPHALT BALLAST SECTIONS o J (N.T.S.) CV 0 N U H 2 $„ J 0 CONTRACTOR TO PROVIDE DRAINAGE AWAY FROM BUILDINGS BOND BEAM 11' p #4 REBAR @ 8"O.C. m z #4 REBAR @ 12"O.C. 2, Q a w a J H CO 2 DRAINAGE SWALE = XXXXX FINISH RETAININGWALL, .�.�. . . . . W .�.�.�.WW W / SEE DETAIL 4 ��ryT SECTION B o 12" 12" J (N.T.S.) N I DRAWN BY DESIGN BY CHECK BY .. .. `. . (6)WH#4 REBAR @ 13"O.C. SWR HLE BLJ 3"CLEARANCE JOB NO: 24-162 WH#4 REBAR @ 6"O.C. DATE: JULY 2025 4'HIGH SCREEN FENCE. SEE ARCHITECTURAL PLANS 2.25"CLEARANC REVISIONS DATE �O BLOCK RETAINING WALL WITH GEOSYNTHETIC REINFOCEMENT SITE/RETAINING WALL SEE SEPARATE DESIGN PLANS 3 (N.T.S.) PEDESTRIAN PATH MATCH EXISTING FINISHED GRADE � � � SIDEWALK RAMP BETWEEN BUILDINGS 4 (N.T.S.) HANDRAILS SECTION C 6" 7' 6" SEE DETAIL (N.T.S.) 4"4000 psi CONCRETE W/#5 REBAR @ 12"O.C. z U) Q � 4" FILLET EDGE -1 -1 -1 -1 -1 - -1 -1 -1 -1 W O #4 BAR @ 12" O.C. o I II II II I — 1-1/2" PAINTED Q 12„ 2" MIN COVER TYP. j GALVANIZED PIPE IIIIIIIIIII „ Q W p TYP 00 4"OF a CRUSHED AGGREGATE j 7 a Q M —IIIIIIIIIII ROAD BASE COURSE PER SECTION 802 OF ISPWC Z LLB z / } J —III—III— —III—III COMPACTED TO 95%ASTM D698 Q Q o EXTEND BAR 2' M I N I M U M m III-1 I-1 I—I l=1 I=1 =1 — J / FF=SEE PLAN —"'—"' "' "'—"'—"' SUBGRADE EARTH COMPACTED ��1 C m PAST BOTTOM RISER vJ TO 95%ASTM D698 7 ` 12" 0 SW=SEE PLAN LL 6"TYP. 0 o I I I I /Lu 0 co I I I I W J w I I I I THICKENED EDGE U) u u 4" OF 4" CRUSHED AGGREGATE ROAD BASE COURSE PER SECTION 802 OF ISPWC COMPACTED TO 95% ASTM D698 OUTSIDE RAIL 6 ACCESS STAIR DETAIL 5 CONCRETE THICKENED EDGE WITH RAILING N.T.S. (N.T.S.) S'CNAL EN SHEET NO. N� V E C13 R UKE P 15 OF SHEETS Z N O N W N co z c z 12" OR 18" PRE-MANUFACTURED PERFORATED Z 0) 0 2 z0 ADS N-12 PVC ASTM D 3034 PIPE OR APPROVED N N I I 12"PRE-MANUFACTURED PERFORATED ADS N-12 PVC w (W)VARIES SEE TABLE EQUAL PERFORATIONS ON TOP 1/2 OF PIPE W N .� 12" SOLID WALL PVC ASTM D 3034 PIPE > ( N I I ASTM D 3034 PIPE OR APPROVED EQUAL PERFORATIONS Q U W N I 1 1 I EXTENDED 5' INTO DRAIN ROCK (TYP) ON TOP(1/2 OF PIPE ONLY)(TYP) 0- w FINISHED GRADE ONLY) (TYP). Z 0 � M ROADWAY _ Z co CONTRACTOR TO COORDINATE WITH ACHD INSPECTION `� FG) L9 Q 00 00 \ 1500 GAL.901, \ FOR PLACEMENT OF ELECTRONIC MARKERS ON ECH CORNER J C) 0 INV.3"ABOVE BASE 24" DIA. TRAFFIC RATED LENGTH DURING CONSTRUCTION AND PRIOR TO BACKFILLING. Z - - 18"PIPE FRAME AND STANDARD VARIES AASHTO M288 CLASS II NON-WOVEN W ca cl O T MANHOLE COVER PER ISPWC GEOTEXTILE ON TOP AND SIDES ONLY J - SD-617, PROVIDE CONCRETE Q u- v COLLAR PER ISPWC SD-616 IF 0 m * NOT LOCATED WITHIN J (� 1.5 -2 WASHED m ANGULAR DRAIN ROCK F 4. SIDEWALK. Q e L3 Ul - (3) Lu 0 Q STORM STORM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GROUND WATER o Q W _ F N ; w (,D DRAIN DRAIN 5, OBSERVATION > p IN-SITU OR NATIVE in J Q 'U w 1500 GAL 90" Ilk MIN WELL#1 COMPACTED SOILS Q Y * SAND/GREASE TRAP PER PAVEMENT _ (BOISE VAULT OR REQUIREMENTS SEE PLANS APPROVED EQUAL III III J W =11 4r�= v) WITH BAFFLES) Q r o Q I 3 0' oow '� PROVIDE WATER-TIGHT SAND LAYER TO FREE EXTEND BOTTOM OF SAND FILTER L] r 00 SEALS PIPE LAYOUT PER PLAN SEEPAGE BED NOTE: MINIMUM 50' DRAINAGE MATERIAL = = = = = = - =MIN. = = = = = MIN. OF 2' INTO FREE DRAINING = FOR ACHD SEEPAGE o GROUND WATERMIN.) -1 11-1 11 � N N (18 I 11= =1 I I-1 I I=1 I I-1 I I-1 I I-1 I I=�I =1 I I=1 I I=1 I I-1 I I-1 I I-1 I I=1�1=1�I-_ SOILS N PLAN VIEW BED ` OBSERVATION WELL ASTM C-33 SAND #2 - SEASONAL HIGH GROUNDWATER (SHGWE) In OBSERVATION WELL PER ACHD O U 12" OR 18" PRE-MANUFACTURED PERFORATED ADS N-12 SUPPLEMENTAL SD-627 NOTES PVC ASTM D 3034 PIPE OR APPROVED EQUAL 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND SHALL VERIFY ALL MATERIALS 3/8"PERFORATIONS IN VALLEYS 1500 GAL.90" PERFORATIONS ON TOP1/2 OF PIPE ONLY). LOCATION AND SIZE. ( ) OF CORRUGATED PIPE 5 EACH. PROVIDE GRADE RINGS AS 2. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL HIGH GROUND WATER 4go, NECESSARY (12 MAX). SET OR BED ROCK SHALL BE A MINIMUM OF 3'.CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF FLUSH WITH FINISH GRADE. L GROUND WATER IS ENCOUNTERED WITHIN 3'OF THE BOTTOM OF ANY INFILTRATION FACILITY. RIM=A _-_-III=1 I 1=1 1=1 1=1 1=1 1=1 I = = = = =1 I I I I I I I I I I I I I I 13. CONTRACTOR SHALL ALLOW THE OWNERS GEOTECHNICAL ENGINEER TO TEST THE PERCOLATION RATE AT Z III-I 11- z1_ I - - -I I 1=1 I 1-I I I 1=1 I 1=1 I 1=1 I 1=1 I 1-I I=III=III=III=III EACH OF THE SEEPAGE BEDS PRIOR TO INSTALLATION. BEDS WILL BE RE-DESIGNED(BY PROJECT ENGINEER) =1 I I- w-- I- - - - I-I I- -III-III-III-I I I-I I I I= I= I= I= TO MATCH THE PERCOLATION RATE IF THE VALUE IS LESS THAN THE LISTED PERCOLATION RATE. -I I ��' -III-III-III=1 11=1 11=1 I I- 1=1 11=1 11=1 11=1 11=1 I-I i I-ITI=ITI=ITI 4. CONTRACTOR TO EXCAVATE 3-FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND WATER PRESENT. I I ��'-�1 11�111 II ICI--I I I�I I I�I I I I II I II I I I I I II I II I II I I I II I II I II I II II II11II I I I II I I11I11 5. DRAINAGE CONTRACTOR SHALL INSTALL 4"SCH 80 WATER CLASS PIPE CONDUITS(AS NEEDED)THROUGH o I=I - - - - - - - - - - - - THE SEE PAGE BEDS FOR WATER SERVICES, UNDERGROUND POWER LINES,GAS LINES,AND TELEPHONE \N Qj 0 0 0 0- a$°cfVFgR�TFp PdPFO 0 0 0 0 0 11 I= 15"-2"WASHED LINES,THE PRECISE LOCATION, DEPTH,AND SIZE SHALL BE DETERMINED AT THE PRE-CONSTRUCTION 180°' INV. OUT= D SLOPE=0.0° I-1 I . CONFERENCE OR BY THE ENGINEER. ICYIII-II DRAIN ROCK =1 I II II II 11 FLE' I-I - cn F S I I III-III THE PORTION OF PIPE LYING IN -1I I w 6P 0. SEE 12" SOLID WALL PVC ASTM D 3034 I-III-I DRAINAGE SAND MUST BE' III=1 Q 0. SEE TABLE PIPE EXTENDED 5' INTO DRAIN ROCK IIIIIIIIIIIII WRAPPED IN A DRAINAGE, I-III > III-II III 11 II I11 II GEOTEXTILE,TYPE I III 11 II (ISPWC SECTION 2050)' I=1�I SEEPAGE BED TYPICAL CROSS SECTION DRAWN BY DESIGN BY CHECK BY SCALE:NOT TO SCALE SWR HLE BLJ BAFFLE SPACING PROFILE VIEW III=III-III I=III BOTTOM OF ROCK (B) I= I-III- 111=11I JOB NO: 24-162 IS 11 INCHES II-III DATE: I I 1=1 I I-III-I I I 1=1 I I, =1I1=1II=1I I-111- 8"MIN. DEPTH JULY 2025 I II 11 II I11 II I11 11 II I11 STM C-33 SAND REVISIONS DATE BOTTOM OF SAND (BS) 1=III=III=1 111=111= I=III 1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=3 0 =1 I=1 I=111 N 1.0'MIN. MI EXCAVATE MIN. 2' INTO FREE 1=III=III=III=III=III=III=III=III-III-III-III=III=III=III=III=11�. 1=III=III= III=III=III=III=III=III=III=III=III=III=III=III=III-III=III- I-III=1 DRAINING SANDS AND GRAVEL (TYP.) - - - =III=III=III=III=III III-III- 1= OBSERVATIONS WELLS SEE NOTE 4 EXTEND TO A MINIMUM OFF 1' SEASONAL HIGH GROUNDWATER SHGWE FOOTPLATE BELOW THE BOTTOM OF METAL CAP WITH LOCK NOTE: CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THE SAND IN THE SEEPAGE BEDS. GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET FINISH SURFACE PROFILE VIEW OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY -III III TOPSOIL OR AGGREGATE 1111 INFILTRATION TRENCH SCHEDULE IIII jz BOTTOM GROUND SAND BAFFLE WIER SAND 1111 BOTTOM VOLUME VOLUME SAND SAND SAND PERF GREASE ELEV. ELEV. GREASE SEEPAGE RIM TOP SYSTEM LENGTH WIDTH DEPTH SAND WATER INFIL. RATE FILTER .III BED FINISH GRADE ROCK SOILS REQUIRED PROVIDED LENS LENS LENS PIPE TRAP (C-1) (C-2) TRAP INV. (A) (ROCK) (L) (W) (D) (18" MIN.) (SHGWE) (IN HR) 3 FABRIC III GROUND WATER (FG) (T) (B) (gS) (2022 (FT) (100YR) (FT ) LENGTH WIDTH DEPTH SIZE INV. IN OUT(D) III 11 OBSERVATION WELL MEASURE) _I SEE A 2631.50 2631.50 2629.15 171' 5' 3.0' 2626.15 2624.65 2623.71 2in/HR GEOTECH 1,366 1,368 171' 5' 1.5' 18" 2627.50 2626.80 2627.30 2627.15 UNDISTURBED III 11 J REPORT MATERIAL III - SEE -1 Q C 2635.80 2635.80 2633.45 75' 18' 6.0' 2627.45 2624.95 2623.71 2in/HR GEOTECH 3,170 3,242 75' 18' 1.5' 18" 2631.80 2631.10 2631.60 2631.45 III II REPORT SEE 111 11 NOTE: MONITORING w D 2635.33 2635.33 2632.15 82' 18' 5.5' 2626.65 2622.65 2623.71 2in/HR GEOTECH 4,055 4,132 118' 18' 1.5' 18" 2630.50 2629.80 2630.30 2630.15 III II WELLS IN Q O REPORT II RIGHT-OF-WAY MUST =III BE 6' DEEP BELOW w Q BED ELEVATION m LU Q PIPE EXPOSED TO W W Z DRAINAGE SAND TO V 0� Q FOOTPLATE BE WRAPPED WITH Q U 0 NOTES GEOTEXTILE, TYPE I oIf W (ISPWC SECTION 2060) 1. DRAINAGE CONTRACTOR SHALL INSTALL 2"SCH 80 WATER PIPE CONDUITS THROUGH SEEPAGE TRENCHES w FOR WATER SERVICES, UNDERGROUND POWER LINES,AND TELEPHONE LINES,SEWER SERVICES SHALL BE NOTE: OBSERVATION WELLS SHALL BE CONSTRUCTED TO ui LL PLACED IN 6"DIA.SCH 80 PIPE THROUGH SEEPAGE TRENCHES,THE PRECISE LOCATION,DEPTH AND SIZE DEPTH SHOWN ON THE TRENCH PROFILE DETAIL. U) 0 SHALL BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER. J 2. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS MONITOR WELL DETAIL POSSIBLE FORE REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3; MIN.CLEARANCE BETWEEN U GROUNDWATER AND THE BOTTOM OF THE SEEPAGE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER SCALE:NOT TO SCALE JUNE 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 MTI 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 JUNE 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. S�ONAL FN �F p� SHEET NO. SEEPAGE BED DETAIL �I \/I C C N R SCALE:NOT TO SCALE V C14 � CWE 3� 15 OF SHEETS E9 N I` NOTE: SWPPP LAYOUT FOR : ZoN 1. AFTER ASPHALT PAVING HAS OFFSITE OPERATONS 17 TAKEN PLACE STORM WATER I CREEK VIEW PARK Z M oo 00 o 0 DEVELOPED WILL BE START DATE END DATE ] DIRECTED TO DRAINAGE W U) SWALES PER THE APPROVED , Z p � N SITE PLAN AND PERCOLATE IN BEST MANAGEMENT PRACTICES NOTES _ Z CO Co DESIGNATED AREAS 1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations, and additional on-site Z J 0 0 2. INLET PROTECTION TO BE 3 LEGEND storm water pollution. Additional erosion control measures may be required. — - PLACED ON ALL STORM DRAIN ,' 2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form. W o INLETS AFTER INSTALLATION 3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will be available for the J E9 L THROUGH THE DURATION OF o use of all operators and site personal involved with erosion and sediment controls and be available to EPA visiting the site. A notice will be M Z o THE PROJECT. EXISTING CONTOURS posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC. ] F m / 4. Fugitive dust blowing from the site shall be controlled b spraying water and dust control polymers as needed on d areas of the site. UI PROPOSED CONTOURS g g y p y dry ti Q) 5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring the SWPPP is ] W & a o LU implemented. Cn > / AREA TO BE DISTURBED Q� I 6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive areas and their N > (0 W buffers N Q W 000000000o will be clearly marked to prevent environmental damage both on and off the site. I� STABILIZE CONSTRUCTION ENTRANCE/EXIT 7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis. J Wcfj a o ' 8. All off-site construction shall be stabilized at the end of the working day. F J COMBINATION STAGING AREA &VEHICLE 9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state solid water Q o 0o w EQUIPMENT CLEANING, FUELING AND MAIN management C] 0 = ' regulations. TO BE FILLED OUT BY CONTRACTOR N ' MATERIALS STORAGE AREA & 10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected regularly for the portable STOCKPILE MANAGEMENT units SEQUENCE OF MAJOR ACTIVITIES by an approved sanitary waste management contractor. SEDIMENTATION AREA 11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that portion of the site has ACTIVITY START DATE END DATE a / temporarily or permanently ceased. ° / 12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm water with sediment. p CONCRETE WASHOUT 13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the development of the project. oncr t a ut 0 14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or chemical spills and / leaks. / 15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges of storm water, SILT FENCE OR WATTLE including run-on discharges and outlets for onsite discharges. / 16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and enhance particle CATCH BASIN INLET PROTECTION settling. 17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does GROUND PROTECTION. FODS REUSABLE not affect contamination of stormwater. I o000000°0� o I CONSTRUCTION ENTRANCE OR APPROVED EQUAL. 18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that minimizes the potential for releases to the environment and especially in the storm water. I 19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley manner to prevent the release of pollutants. 20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure continued performance of their intended use. // �� / ✓ [DATE: RAWN BY DESIGN BY CHECK BY 21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the SWR HLE BLJ temporary BMPs are no longer needed. TO BE FILLED OUT BY CONTRACTOR \\\ \ LOT 8 22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24 hours following any OB No: 24-162 AMENDED MAGIC VIEW SUB storm of 0.25 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3) years from the date POTENTIAL POLLUTANTS JULY 2025 DEED INSTRUMENT NO. 109065964 EVISIONS DATE the site is stabilized. l \� 23. All contractors providing services on the project which may cause storm water pollution will be given a copy of the SWPPP and appropriate CHEMICAL MSDS # LOCATION / training regarding stormwater pollution prevention. C") 7 LOT 9 Z AMENDED MAGIC VIEW SUB J Er- / / v i E _ — / � / � \ \ TO BE FILLED OUT BY CONTRACTOR w o — LLI \ s 0- O \ O Lu LLI � / //' .`,ice �l ♦\ i 11 11 `` \I i — —_ / — �\8'S,S, � � _ \__\� /� \ _ \` U 0 l• �. _ , _ Materials Stora e Area & Stockpile C14 •,..,:.�•�` --Y�••-- •�. ,.�;�:•. ; 11 .' ; ' _ Management --�. O ww LL i / \ // /•• \ - — �\\� \ G — l r 1. l , �,' _— ..\\ s \ \ \\ `\\ =��_ _��� /—��� � \ 1 /y/•• � O -- v Combined Staging Areas & - ................. ------ ----- / Vehicle Equipment Cleaning, / Fueling and Maintenance � ,�'•; ., ", / � \\ \\,��, , Chemical Storage ALu rea , •:-�- I \ p D / � � , __� �__ �\ \_ ` �\ ., � „ \ _ � �, Concrete Washout � / �/ s� / _ � - \ \ GRAPHIC SCALE Sedimentation - / IN FEET ) 1 inch = 40 ft. & - ' - Stabilized Construction Entrance - - — - - - - — / - - — — — — — — — — — \�- - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - \ — - = — - - - - - \ ' — — \ / \ I � S�ONAL E� SHEET NO. _ _ _ _ _ \ I \\ N� �R C15 I I \ \ \ FALLON GREENS SUBDIVISION 1 Stabilized Construction Entrance/ ` \\ \ \ \� I I \ BOOK 86.PAGE 9870 -- --- —' ��'--��. I \. N ---- OF SHEETS