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CC - Construction Documents GENERAL PRIVATE DRIVE AND PARKING AREAS DEVELOPMENT PLANS FOR = o co 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works 1* All will be allowed unless specifically and previously approved in writing by the Engineer All construction shall conform to the current edition of the ISPWC. No exceptions to the IT GENERAL LEGEND MILE HIGH PINES SUBDIVISION Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian _ N of Record. L Design Standards and the requirements of the Ada County Highway District (ACHD). The more stringent of any of these = 2. When discrepancies occur between plans and specifications, the contractor shall ■i Z standards shall be the controlling standards or specifications. SS EXISTING SEWER LINE A PORTION OF THE NE 1 4 OF THE SE 1 4 OF SECTION 10 immediately notify the engineer. Untimely notification shall negate any contractors claim for TOWNSHIP 3 NORTH RANGE 1 WEST BOISE MERIDIAN Z 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or additional compensation. W EXISTING WATER LINE > > Z readily accessible at all times during construction (available on the website). Failure to have access to a current copy 3. Inspection of work shall be by the owner's engineer. SD NEW STORM DRAIN MERIDIAN, 2021 ADA COUNTY, IDAHO ■- a of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 4. All tops of valve boxes and sewer manholes shall be set flush with the slope of the W NEW WATER LINE _ o 3. The Contractor shall have plans stamped 'Approved for Construction"by the City of Meridian on site at finished street grades. the roadway contractor shall install and adjust all spacers, grade S NEW SEWER LINE = C3 w all times. rings, manhole rings and lids. Z PI NEW PRESSURE IRRIGATION LINE W 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior to start of 5. Existing a.c. pavement shall be cut to a neat straight line parallel or perpendicular to W/SERVICE Li I-IT y�� U) work. the street centerline and the exposed edge shall be tacked with emulsion prior to paving. FULLER PARK x x x x x x EXISTING FENCE 9,�f W uw 5. Contractors shall notif the a ro riate a enc when materials are on site or ins ection of the work is 6. All costs of retesting for previously failed tests shall be backcharged to the contractor Z itY PP P 9 Y P CHAPARRALb the owner. EP EXISTING EDGE OF PAVEMENT ■� 5required. No work may begin on any project without Twenty Four (24) hour prior notice. y ELEMENTARY6. Contactor shall notif the Public Works Ins ector 48 hours rior to the re uired testin The Contractor ma not o en 7. All costs to the contractor incurred in correcting deficient work shall be to the EP NEW EDGE OF PAVEMENT SCHOOL BER THUNDER Z � co Y P P q 9 Y P CREEK W < o or close water valves. contractors account. failure to correct such work will be cause for a stop work order and ------------------- SAW CUT LINE x SQUARE J v7 possible termination.termination. ui w 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the P -- -- BOUNDARY LINE 00� > �, 8. All storm drainage appurtenances shall be inspected by bailey engineering. MOSHERS FARM request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on - - - - ROADWAY CENTER LINE W PROJECT �� V w 9. All water valves will be placed so as not to conflict with any concrete curb, gutter, 0 this project meet the specification requirements set forth in General Construction Note No. 1. vale utter, and sidewalk improvements. ROADWAY RIGHT-OF-WAY SITE Y 9 P to Z SOMMERSBY 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; 10. All water meters are to be located outside the drive and parking way. there must be at - - - - - - - - - - EASEMENT BOUNDARY v - N0. 2 B placing of aggregate base; C placing of concrete; D placing of asphalt avin least a one 1 foot separation between back of sidewalk or curb if no sidewalk and the CREEKSTONE ( ) P 9 ( ) P 9 ( ) P 9 P paving. ( ) P ( ) LOT LINE r#� AL FN 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works leading edge of any fire hydrant. _ W. PINE A T ci 2470. EXISTING CONTOUR FR 11, Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of 11. Over excavation and additional granular backfill may be required in high groundwater - F�performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. areas which are to be determined by the field inspector. 600 � FINAL GRADE CONTOUR � THE CATERBURY /2021 10. An deviation from the approved plans and specifications must have the applicable agency approval in writing prior 12. All material placed as fill or backfill shall be placed and compacted in accordance with ELEVATION @ STATION CHESTERFIELD COURTYARDS COMMONS 17882 Y PP P P PP 9 y PP 9 P section 306 of the current edition of the ISPWC specifications. AT TEN N0. 4 c� A N0. 1 to construction. STATION POINT (TOP BACK OF ROLLED 13. Roadway construction will meet specific details and requirements of the following Idaho MILE CURB UNLESS OTHERWISE NOTED 9T �Q 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the ELEVATION ) F OF Standards for Public Works Construction standard drawings: (current edition) I CHESTERFIEL Building Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans 1. Street section, drawing no. SD-801, and sections as shown on roadway detail TVC = TOP BACK VERTICAL CURB NU. 3 /N S. CAP must be approved in writing from the City Engineer. sheet. TRC = TOP BACK ROLLED CURB 19 UNPLATTED 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: Mile High Pines 2. Asphalt repair for street cuts. ISPWC drawings SD-301, SD-303, SD-806 TRLC = TOP REVERSE LIP CURB CHECKED BY: P P 9 RAILROAD Subdivision. 3. 4.0' concrete valley gutter, drawing no. SD-708. PC = POINT OF CURVATURE RAILROAD DAVID A. BAILEY P.E. 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage 4. Rolled curb and gutter, drawing no. SD-702. PT = POINT OF TANGENCY w DRAWN BY: improvements are in lace and functioning. 5. Pedestrian ram for handicapped, drawing no. SD-712C. FL = GUTTER FLOW LINE J KSC P P g' P PP 9 = �.�, � 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of 6. Sidewalks, drawing no. SD-709. GB GRADE BREAK UNPLATTED GC = GRADE CHANGE UNPLATTED any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic 7. Standard drop inlet Type I w/ 12" sump, drawing no. SD-601. El = END INVERT SEWER SERVICE UMBRIA within and around the construction area. 8. Standard drop inlet Type VI w/ 12" sump. drawing no. SD-605A. • SANITARY SEWER MANHOLE 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall �(r determine the exact location of all existing utilities before commencing work. The Contractor assumes all responsibility SEWER OO EXISTING SANITARY SEWER MANHOLE for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Digline # 1-800-342-1585. 1. Construction of the sewer system shall conform to the standards in the Wastewater --------- SEWER SERVICE LINE ®� 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction Rules (IDAPA 58.1.16) as well as the standards and specifications referred to in permit from ACHD at least forty-eight (48) hours prior to any construction. General Construction Note No. 1. ED PROPOSED FIRE Z 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water 2. The horizontal separation of potable water mains and non-potable water mains 0 10HYDRANT m mains. This requirement does not apply to catch basins or sand and grease vaults. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. ® W. FRANKLIN RD. 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of Where it is necessary for a potable water main and non-potable water main to c 7 n yo EXISTING FIRE HYDRANT UJ o the proposed improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all cross with less than eighteen (18) inches of vertical separation, the crossing shall Y trees, stumps, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such be constructed in accordance with Section 542.07 of the Idaho Rules for Public p w material which, in the opinion of the Engineer, is unsuitable for the foundation of pavements. All material not suitable Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater O LOT NUMBER N o for future use on site shall be disposed of off site. Rules (IDAPA 58.01.16). > 19. Survey control points which are critical to the construction of the project are located within the limits of work. The 3. The horizontal separation of non-potable services and potable water services or EE CATCH BASIN - ISPWC l Z Contractor shall take precaution to protect the points in place. PER PLANS VICINITY MAP NAVD-88 DATUM potable water mains shall be a minimum of six (6) feet. Where it is necessary for 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to a potable water main and non-potable water main to cross with less than eighteen opr n the Contractor incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work DIRECTION OF DRAINAGE FLOW 1 = 600 V / (18) inches of vertical separation, the crossing shall be constructed accordance PLAN SHEET INDEX W will be cause for a stop work order and possible termination. with Section 542.07 of the Idaho Rules for Public Drinking Water Sys tems IDAPA STREET LIGHT 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or inverts prior to construction. When discrepancies occur between plans and specifications, the Contractor shall 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 2" EXISTING DECIDUOUS TREE (CALIPER) SHEET DESCRIPTION immediately notify the Engineer. Untimely notification shall negate any Contractors claim for additional compensation. 22. Each Contractor shall be responsible for acquiring an necessary NPDES Permits, filing an NOI's, and preparing a wherever the service line crosses a storm water treatment facility (i.e., seepage 0HP EXISTING POWER LINE & POLE 1 .0 -COVER SHEET, VICINITY MAP & NOTES0 W P q 9 Y Y 9 Y P P 9 Polution Prevention Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at beds, drainage swales). 2.1 -2.2 -FINAL PLAT e 208-378-5746 for the required information. 3.1 -EXISTING SITE & DEMO PLAN Z 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or WATER irrigation pipe. All pavement shall be replaced within seven calendar days from the time the pavement and/or concrete 3.2_3.9 -MASTER UTILITY & SITE DIMENSION PLAN " 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 3.10 -TRASH ENCLOSURE DETAILS is removed. Concrete and pavement shall be replaced per ISPWC Standards. standards and specifications referred to in General Construction Note No. 1. o 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and 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 4.1 -4.7 -SITE GRADING PLAN sewer elevations or inverts prior to construction and notify the engineer when elevations or inverts do not match plans. ( ) y P P 9 ( ) p 4.8-4.11 -STORM DRAINAGE PROFILES 10 feet. Where it is necessary fora 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 4.12-4.14 -GRADING & DRAINAGE DETAILS ROADWAY 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4.15-4.16 -TEN MILE RD. IMPROVEMENTS, STRIPING 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 5.1 -5.5 -WATER AND SEWER PLAN & PROFILES Z 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction 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 permit from ACHD or ITD at least forty-eight (48) hours prior to any construction. 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 6.1 -6.2 -PRESSURE IRRIGATION PLAN & DETAILS 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. Wastewater Rules (IDAPA 58.01.16). 7.1 -7.2 -GRAVITY IRRIGATION PLAN & PROFILES r , 0 Contact ACHD Inspection Services at 387-6284. 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, 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot drainage swales). improvements outside the public right-of-way. GENERAL CONTRACTOR ENGINEER IDIAN*--�5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD interrupted, the contractor shall coordinate with the Public Works Inspector. ENGINEERED STRUCTURES, INC. BAILEY ENGINEERING, INC. Pul]lit iDaHt Supplemental Specifications. No exception to District Policy, Standards, and the ISPWC will be allowed unless (ESI) 1 1 19 E. STATE STREET, SUITE 210 works Department specifically and previously approved in writing by the District. 3300 E LOUISE DR, SUITE 300 EAGLE, ID 83616 Design $ Construction Supplemental Specifications 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The PRESSURIZED IRRIGATION MERIDIAN, ID 83642 (208) 938-0013 =I = - o roadway contractor shall install and adjust all spacers, grade rings, manhole rings and lids. 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is being constructed. KCRAIG@BAILEYENGINEERS.COM ■ ■ ■ 6. Place all water valves, blow offs and manholes so that they do not conflict with any concrete curb and gutter, 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 DEVELOPER valley gutter or sidewalk improvements. by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. BARON PROPERTIES F■ ■ ■ L Li 7. Existing A.C. pavement shall be cut to a neat straight line (2' minimum cutback) parallel or perpendicular to the 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at a maximum depth of two-and one-half (2-1/2) feet 1401 17TH ST, STE 700 - ■ ■ 8�' W street centerline and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions ■ ME and in an AWWA C-900 pipe sleeve with locator wire. The Public Works Department and ACHD shall inspect all crossings prior to backfilling. DENVER, CO 80202 ■ during trenching may require additional pavement repair beyond the limits shown on the plans. Refer to � r 4. 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. ■ T conditions listed in the ACHD Policy Manual. � C ZZ�■ ■ ■ �■ y 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within 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 Plans Are Accepted For Public ■ 1111111 the road right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb p ■ Rules (IDAPA 58.01.16). 7 ■ if no sidewalk) and the leading edge of any fire hydrant. Street Construction � 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be 5. 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 ■ ■ 9 Y q 9 9 By stamping and signing the improvement plans, the Registered ■ 0 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 Engineer ensures the District that the cans conform to all District ■ determined by the field inspector. g p ■ �'�/ specifical- ly ■ L.� 10.A11 materials laced as fill or backfill shall be laced and compacted in accordance with Section 306 of 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 policies and standards. Variances or waivers must be ■ ■ 7 ■ P P P and previously approved by the District in writing. Acceptance the current edition of ACHD Supplemental Specifications. 58.01.16). of the improvement plans by the District does not relieve the �/��� I ' I 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the words DANGER -UNSAFE WATER or NON-POTABLE Registered Engineer of these responsibilities. APPROVED FOR �■■�■+ Standard Drawings (Current Edition): WATER clearly marked along its length. Place the tape between six (6) inches below the surface and eighteen (18) inches above the top of the pipe. BY DATE: iDweo > o 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE WATER or NON-POTABLE WATER. ADA COUNTY HIGHWAY DISTRICT CONSTRUCTION 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. 8. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum of ten (10) These plans and/or specifications have been reviewed for O 3. 4.0' Concrete Valley Gutter, ACHD SD-708 feet outside of the Public Right-of-Way, private roadways and travelways. THE ENGINEER OF RECORD CERTIFIES THAT compliance with Meridian City Standards and Specifications. 4. Rolled Curb and Gutter, ACHD SD-702 THE PLANS ARE PREPARED IN SUBSTANTIAL This review does not relieve the owner, engineer, or contractor r 1 5. Pedestrian Ramp for Handicapped, SD-712C, SD 712G 9. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved CONFORMANCE WITH THE ACHD POLICY of the responsibility to design and/or construct those facilities `J 6. Tactile warning surface (TWS) colored a standard color of yellow as per ACHD SD-712 by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. MANUAL AND STANDARDS IN EFFECT AT THE in compliance with all current applicable federal, state and local 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable TIME OF PREPARATION. THE ENGINEER laws, rules, regulations, ordinances, development agreements,7. Sidewalks, ACHD Supplemental Drawing SD-709 ACKNOWLEDGES THAT ACHD ASSUMES NO specifications, orders or approvals, all of which the City retains 3-15-2021 8. Not Utilized Irrigation District. Forty-eight (48) hours advance notice is required. p pp Y 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A 11.Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in order to cross a street, the domestic water LIABILITY FOR ERROR OR DEFICIENCIES IN the right to enforce. Inconsistencies not noted by City staff shall PROJECT: service and pressure irrigation mains must be on opposite sides of a lot. THE DESIGN. ALL VARIANCES FROM ACHD not be construed as approved unless specifically addressed C2019-023 12. For subdivision sign installation; outside installers must be bonded with ACHD P 9 PP POLICY SHALL BE APPROVED IN WRITING. in writing by the City. Any proposed revision to these plans must SHEET and obtain a no-charge right-of-way permit. 12.Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable loss in accordance with Section 3.1 (c) of the Standard THE FOLLOWING VARIANCES, LISTED BY DATE be submitted for review and compliance with the Meridian City 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance with policy and existing Specifications. AND SHORT DESCRIPTION, WERE APPROVED Standards and Specifications before said revision is constructed. pavement markings. 13.City of Meridian Municipal Water is the backup water source for this development - A reduced pressure backflow prevention assembly is provided as a FOR THE PROJECT: cross-connection. Name Date 1 0 Q O U QC, i M ON Oct 00 ID v N W N ■- -Z Q L 3 Z 3 Z � g iaA //—RR o V N W z W � � W PLAT SHOWING _ ``' � z IL-Li RILE III GH PINES SUBDIVISION W�� z W ° Qa UNPLATTED A PORTION OF THE NE 1 /4 OF THE SE 1 /4 OF SECTION 10 WLd TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN v w MERIDIAN, ADA COUNTY, IDAHO 5.10 15.11 2021 F.SS\ONgL FN% BENT S89'11'05"E 876.48' W. P_I N E _A_VE. __ __ _ 1716.13, -- -- -- -- -- -- -- -- -- -- -- — _ 6.3.0.2' ,� Q�o� �\STFQ�o C 1/4 N 25' ROW DEDICATION TO ACHD S00'48'S5"W 20.00' — NOTES: CP& I CP&F INST NO. 2016 1NST112 1 1 BLOCK 1 S44'09'34"E 21.21' i 114007427 D�I�� 2016—011211 PLS 5082 1. Any Re—Subdivision of this Plat shall be in compliance with the most q� oPr recently approved Subdivision Standards of the City of Meridian. p� F OF I2. This development recognizes Idaho Code Section 22-4503, right to CN I I I farm act, which states: "No agricultural operation, agricultural facility CHECKED BY: o ^ I 2 I i or expansion thereof shall be or become a nuisance, private or public, DAVID A. BAILEY P.E. d- I by any changed conditions in or about the surrounding nonagricultural DRAWN BY: Q w I 48'� activities after it has been in operation for more than one (1) year, BB/KC _ N i I EXISTING when the operation, facility or expansion was not a nuisance at the j ZV ROW time it began or was constructed. The provisions of this section shall I I I not apply when a nuisance results from the improper or negligent co O I operation of an agricultural operation, agricultural facility or expansion Z I O1 I I thereof." o I w :2 3. Irrigation water has been provided by Nampa & Meridian Irrigation Z District in compliance with Idaho Code Section 31-3805(1)(b). Lots ' I within the subdivision will be entitled to Irrigation Water Rights and will I I I Q 0 be Obligated for Assessments from Nampa Meridian Irrigation District. Z iO5 i I o C- 4. Direct lot access to W. Pine Ave or N. Ten Mile Road is prohibited. >- I BL OCK 1 I I U) 00 5. Lot 1, Block 1 is a common lot and shall be owned and maintained by o ' BLOCK 1 I I Y Baron Ten Mile LLC. All common lots are subject to a blanket public I Lou m utility easement and irrigation easement. w� U (_� o 6. City of Meridian Sanitary Sewer & Water Easement — Instrument No. > PLS 11118 I i ---------------- z ♦ O O I \ I I 7. ACHD Permanent Easement — Instrument No. 107040131 1 8. Idaho Power Easement — Instrument No. 104133246 Z \� 0 ♦ 100 rn1 9. Private Road Easement — Instrument No. ________________ O N C � I � I � N Co ? t 10. City of Meridian Sanitary Sewer & Water Easement — Instrument No. Na 112067545 w0 m o _ , W. TREVA WAY 11. Pine Ave. Access Easement — Instrument No. 8314430 2� > 0\ I 'I Cn in 06,3 (n Cn _ ` I ,n m � 0 . ' m of W W1 D ♦ I JI ____j V) LEGEND \ I :2'♦ I Z� -- --- SUBDIVISION BOUNDARY ♦ I �I0 - - - SECTION LINE \ O I r n RIGHT OF WAY LINE ♦` EXISTING EASEMENT LINE \ REAL POINT I I L W SEWER/WATER EASEMENT LINE ♦♦ OF BEGINNING I I ���o�G S FR SG� PRIVATE ROAD EASEMENT LINE \ I I o ♦ I STREET CENTERLINE ` I I o 1 1 1 1 8 LOT LINE PLS 752 -- -- —_ __ 48.00' n N� 2 N88'29'39"W 480.42' LOT NUMBER FND PLS 5082 PINOF lO 0.50' NORTHWEST ON W. �\P O FOUND ALUMINUM o I I CAP MONUMENT, AS NOTED ' CLINTON W. HANSEN, PLS FOUND BRASS CAP 01 LAND SOLUTIONS, LAND SURVEYING r 00' & CONSULTING, PC V ® FOUND 5/8" IRON PIN -----------------------OREGON SHO_ RT LINE RR �I 80 0 40 80 160 231 E. 5TH ST., SUITE A WITH PLASTIC CAP AS NOTED ------------------- �i MERIDIAN, ID 83642 T SET 1/2" x 24" IRON PIN ..L I WITH PLASTIC CAP, PLS 11118 WITH IN FEET 1" = 80' 0 CALCULATED POINT S.10 S.11 Walley Engineering, Inc. C= W. FRANKLIN RD. ---- -- SEE SHEET 2 OF 4 FOR S.15 S.14 CP&F #110073397 LINE AND CURVE TABLES CIVIL ENGINEERING I PLANNING I CADD 1119 E STATE STREET,SUITE 210 TEL 208-938-0013 SHEET 1 OF 4 EAGLE, IDAHO 83616 www.baileyengineers.com DATE: 3-15-2021 PROJECT: TOTAL# LOTS: 6 C2019-023 THE PLAT HAS BEEN ADDED TO THE DRAWINGS SHEET FOR REFERENCE PURPOSES ONLY. FOR EXACT INFORMATION REFER TO THE RECORDED PLAT OFK 201 :J MILE HIGH PINES SUBDIVISION. Q p p Q O i O �■/� / ` p III/ v O N � T V LL1 ■� -z Z Z bIA �R- _O V N W Z �_ W � HI L LI HIGH PINES SUBDIVISION °' Z w co ,_ Er (n00 M Z wo W Qo ; Ld ACCESS EASEMENT MERIDIAN SEWER SEE NOTE M WATER EASEMENT V W - SEE NOTE 10 s89.11'05"E 876.48' AVE. ------ - LEGEND S\ NAL FN BENT _- -_ _- __ W. PINE AVE. __ _ o -------25.13------------- ------------------ -_ -- -- -- -- » - --- --- SUBDIVISION BOUNDARY �,�' C/ ----------------------S89°11 05 E 655.15----- _ _ _ S00 48 55 W 20.00 0`` �G\STFR� 1-�-20.10' 1 ��-------------------�----�----��-----------�----• - - - SECTION LINE BLOCK 1 S89°11 05 E 654.31 S44 09 34 E 21.21 RIGHT OF WAY LINE IV 406.16' S 241.50' II II L2 L3 L4 EXISTING EASEMENT LINE �,I� U oo_ 6.65 L6 L8 it I ACHD - - - - - - - - SEWER/WATER EASEMENT LINE 9TF OF y�P II IL,n N L7 PERMANENT 4V/D A Bp\�, I I� LO I r1 - iI EASEMENT - PRIVATE ROAD EASEMENT LINE cV 1 -'n I o N n it I SEE NOTE 7 _ _ as I l STREET CENTERLINE - \ `0 2 � it I LOT LINE CHECKED BY: r, MERIDIAN SEWER & 0 �I DAVID A. BAILEY P.E. Li �� WATER EASEMENT o C1 d- 1 - SEE NOTE 6 n S89°08 02 E 0 BB/Kc ' 1 LOT NUMBER DRAWN BY: 1 � I , N �� I I I I I --- ------j �� \ 215.90 it I O FOUND ALUMINUM N _1 JJ_ �- CAP MONUMENT, AS NOTED - C2 li M S89°11'05"E 1- --- - -_ __ _ __ _ - - ;il FOUND BRASS CAP _ .101.84' I °' Li Z 1� F Li Li �\ I�I I I O;il I ® FOUND 5/8" IRON PIN (0 �I LJ O I WITH PLASTIC CAP AS NOTED I I 00 ;il ACHD SET 1/2" x 24" IRON PIN i rn � - ill PERMANENT WITH PLASTIC CAP, PLS 11118 I I 0 I EASEMENT -N L - Q I 0 "o�n ''I SEE NOTE 7 CALCULATED POINT c6 � i� 1 I m ill I z 1 I` PRIVATE ROADWAY 0 5 w 191.50' 'I o I I EASEMENT - SEE BLOCK 1 N89°08'02"W a_ Of \ NOTE 9 ;n I� IDAHO - Uj Uj Z - BLOCK 1 ;i POWER \ EASEMENT a 8 � �\ SEE NOTE 8 PLS 1111 W \ l C4 > al ` (v M z ♦ <�\\ / / \ PRIVATE ROADWAY aj 1 ` EASEMENT - SEE 0 CO I1I ♦ \ \ S� 7, � NOTE 9 N NI1 MERIDIAN SEWER & r'�� ��°�s w 01 ♦ \\ (� (�- N88°29 39 W Ln 0� ao ♦ \ / WATER EASEMENT � � ,, (�� >- Ln 00� � / - SEE NOTE 6 �6'.F �'� 91.55' i1 c0 0 ♦♦ �� z 3 200 <, LO � 28.82� ' I W. THE V J o A?, ♦ / \ i 1.0 VA WAY N87°30 58 E C5 o f--------- ♦ I ;M ACHD N73°24'03"E I M I PERMANENT 20.16' EASEMENT - Q S88 29 39 E OI SEE NOTE 7 51.66 ;1 Q% 0 W mm LL1 ♦ / \✓\ i � it �I \ N i V) I N Z r---I F-- ---- - II "' 11 L`11 FL J 1 '1 ~� Li I I 0� l I , 2d c� 80 0 40 80 160 \ II 11 ♦ / II 1 W ♦ I \oNp,L LA NO SCALE IN FEET s G » � �5 �srFR� ,pL 1 = 80 ,♦ v + I 30.00 I o _ 45 CL 1 1 1 18 x 2�PLS 75 - -- _ 0.42 N ' 1 48.00' � a N88'29'39"W 480.42' r I TF OF �o��<v Line Table Curve Table pN W Np Line # Direction Length Curve # Radius Length Chord Bearing Delta I I L1 S72'57'17"E 28.52 C1 118.50 3.88 3.88 N37'30'15"W 1'52'30" I CLINTON W. HANSEN, PLS ••L LAND SOLUTIONS, LAND SURVEYING L2 S79'35'35"E 75.19 C2 118.50 77.42 76.05 N17'51'01"W 37'25'57" -------------------_-_-OREGON SHORT LINE RR I & CONSULTING, PC ------------------_-_-_- i 231 E. 5TH ST., SUITE A L3 S89'11'05"E 124.07 C3 118.50 81.30 79.71 N18'47'17"W 39'18'28" MERIDIAN, ID 83642 0 L4 S44'21'22"E 18.62 C4 61.50 42.31 41.48 S18'50'41"E 39'25'19" I I L5 S72'57'17"E 26.83 C5 r100,00 31.60 31.47 S82'27'12"W 18'06'18" L6 S79'35'35"E 78.02 L7 S89'11'05"E 103.31 Walley Engineering, Inc. o W L8 S44'21'22"E 7.94 J CIVIL ENGINEERING I PLANNING I CADD 1119 E STATE STREET, SUITE 210 TEL 208-938-0013 SEE SHEET 1 OF 4 FOR NOTES SHEET 2 OF 4 EAGLE, IDAHO83616 www.baileyengineers.com DATE: 3-15-2021 PROJECT: C2019-023 SHEET • ■ O U O III 411 KEYNOTES ♦<� A ¢ V N C iii ° DI 01 PROTECT EXISTING IRRIGATION STRUCTURE. J CD (� W "@ I III 02 PROTECT EXISTING CURB, GUTTER & SIDEWALK. SEE 'MILE HIGH PINES OFFSITE' PLAN SET FOR Q a� -_--- _:----/-/--I —\ --/------.------------------------------------- 1 --. -- — .c. —___E.G. � EXISTING-DEMO = CALL-OUTS_ALONG PINE -- CL - =AVE _ . ----- _ - ' NOT USED. - - — — _ FRONTAGE. NOT USED. - =-- - ---- �r� w ZZ NOT o -- _ ------ USED.E.c E.G EG -E.G E.G E.G E.G EG EG 5 — NOT USED. NOT USED.---- —-------------------- W LZA w w�w k1I��11w�I�1I x w/x®®I 1�1I\11x I vv\1 1♦1\I—)1�1\\,\\\`\-/-J\\—\`\—\r\J\_1 I`�—\�\\�\\+`��\, —, —+/�//�\/\�_—\`\_\,__,�— — � �/\\®�r\/I r Ix axx_xL//-\\--\_/--_`—J--I��J�--nx II I II I III�I I II I�(ii IJ 2\I�lI IIIIIIIIlI�°IIIIliII�III IiIIiIII II I I IIIIIIIIlIIIII IIIII�I IIIII IIIIIb 1I�I�I°1 iII I IIII uIiIIII iI III IuI�Ii I I���IIlIIIl+u I1il I IiIlI I I I II1 I I III I I II j I �I II I�IIIIIII lI I I I I I III l I I I I lI�I1 1I III II 13I�3 3I 3 333I3I I31II 3lI I 3I I I I 1 I I II1 I 1 II o IIII1I�III IIIIII1IIIIII�I1 iIIIII iII�I nIIII II I1 III II IIIiI4IIiIIii II Ii II IIIIIIIIIIIi�IIIuiiIuIIuII IIIIIII°IIII 1III II �I III � wII II Ii II,i II � � I _- _- —�-- — 0®©®®®®9 o� Faw0�' 9 0.F CR JP � it �wBL 0 ------- NOT USED. c~n ecco�W EXISTING WELL MUST BE ABANDONED FROM USE PI/ IN ACCORDANCE WITH IDAHO DEPARTMENT OF rnW P WATER RESOURCES REQUIREMENTS, WITH I VERIFICATION OF DISCONNECT BY MERIDIAN w PUBLIC WORKS DEPARTMENT. w 2 DEVELOPER TO COORDINATEr RELOCATION/DEMOLITION OF EXISTING STRUCTURES. �QNAL L� ° �ST EXISTING FENCING TO BE DEMOLISHED AND DISPOSED OF OFFSITE. 03/1 /2021 COORDINATE PROTECTION/REMOVAL OF EXISTING 1882 FENCING W/ DEVELOPER, LANDSCAPE PLAN. OCOORDINATE REMOVAL OF EXISTING TREES WITH LANDSCAPEPLAN. L J I J REMOVE ABOVE GROUND IRRIGATION PIPING. S COORDINATE W/ ADAJCENT (DOWNSTREAM) LANDOWNER, GRANTING HIM PIPE IF REQUESTED. CHECKED BY: P L IF REQUESTED, DISPOSE OF PIPING. DAVID A. A P.E. EXCAVATE APPROX 370 LF CURB, GUTTER & DRAWN BY: KSC SIDEWALK AS SHOWN, INCLUDING TWO DRIVEWAY APPROACHES AND FOUR (4) PEDESTRIAN RAMPS. EHEE .15 FOR RECONSTRUCTIONFUTURE SPECIFICATION. COMMERCIAL AREA NOTE: ALL DEMOLITION WORK IS TO BE COORDINATED WITH DEVELOPER. PROTECT IF NOT SPECIFIED TO DEMO BY THIS SHEET OR DEVELOPER. o -BLOCK -I- � Z ♦ `\ , ♦♦ \` \ w \ I WTREVA WAY ` - _- � ♦v� ♦ �`�\\\ � —♦®—� �/ x\X �—\♦� \\♦♦ / �, \` — ♦ \�\\`—}®--\--♦ — % I \2CAI1iIIiiiIiiII1iII1iI I i II1i iIIi�I I II1 IIiII 1IiII II 1 IIII I i I II1 �///I II�IIXI/I II I I I YIIPi;II!ii;IlIII II IIIIlII IIIki II IiIII'l I IIl � L� -- IPIAANNO W �IIo v ♦ Plans Are Accepted For Public II r Street Construction ♦ \ ill By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— I ly and previously approved by the District in writing. Acceptance ♦ of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. DATE: z ADA COUNTY HIGHWAY DISTRICT % APPROVED FOR CONSTRUCTION ♦ These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. I This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilitiesW \ in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE:the right to enforce. Inconsistencies not noted by City staff shall 3-15-2021 PROJECT:not be construed as approved unless specifically addressed IRR R r in writing by the City. Any proposed revision to these plans must � J� 2JJ� 1�� be submitted for review and compliance with the Meridian City -SHEET E_1'.E'I SIMMONS! T2 I — — — _ _ Standards and Specifications before said revision is constructed. SCALE I N FEET — — — _ — I iii 1"=50' Name Date � ■ Q O U N co LEGEND S H E E T 3 3q III SS EXISTING SEWER LINE 'm Z ~ 3 a« — — � rSHEET 3 . 4 ., 3 SH EET 3 ,, 5 � W EXISTING WATER LINE Z 3 SD NEW STORM DRAIN = u� "' "' w w w w w w w W NEW WATER LINE ■� d ----- -----_____________________ ___________________________________________________________________________ _= - - — - - -_ _ _ _ =--=-=--= _ =____ i _ S- W. PINE VE. NEW SEWER LINE _ Z� N W. PINE AVE. W ss s NEW PRESSURE IRRIGATION LINE - - - — — — — — — — °-o°�—t-►rI I°`II ,—�`�-11-_�-I—_I 11- II I II II I I I II II uuIuiuuiI i t oi I I II I I IiIiiIIIi O W/S RVIC E � ST L F C 0\ ,R`c2Q W IRR NEW GRAVITY IRRIGATION LINE Z��,A1PV O \ / 7w _ - - - - - w BOUNDARY LINE — O�~rn � � — — — — — — — — Wa— — — — — — ROADWAY CENTER LINE co ROADWAY RIGHT-OF-WAY J cn r =I w — — — — — — — — — — — — N LOT LINE & w & SANITARY SEWER MANHOLE-Nm $ Nm M in mmm mm EXISTING SANITARY SEWER MANHOLE SANA co cuN --------- SEWER SERVICE LINE ha mo0 TYPICAL SINGLE WATER SERVICE Q03/15/2� Q®N N a ill omm I � 82 TYPICAL FIRE SERVICE OFPROPOSED FIRE HYDRANTo"ols 9a9 Dag sag 080 080 ONO M s sas sas sas sas sas sas L w y w w LOT NUMBER wy U PRI wTON CHECKED BY:IS s s =- DAVID A. BAILEY P.E. CATCH BASIN DRAWN BY: 1 � r� 1 11 I KSC Jill STREET LIGHT °Q .re I r a�_-�,<II.-I—. _'—-\.-!�p\—p,�/�s-.,S0/�:S..o;/0 A f-/:/8°-./—':.�':•\'—�,< -'—'—B.-/�—�R�-p 2•��2 q'—*/°-'•,`—�FA..°J-v o�O���ff�s,�i`��,Jo//:x P j"'"z•u•>,.,3I;I r I.I,'u=_,-`y—v..r—.�-:--��..,—�.�,I:*�.-•,II.t'I\q.i'O,.J.�.��,aI II-oI y,Q,���'o'.[aFf:_':f.:°r�`k�t1I l ti IIQ n�—_-_--<:���;III/IO\...,y{\''r.,.;`\/\\�II�/s�N�t`ro:WAo c���`'��°/��\��DO,�:',�OvEAo.m�O0�.�\/�.c�N'oZ�.�/<,�J I a I.I ,/`'';�/°`:.���+°A�'�\,p,A,oQ�m�—0'�o a;J</.•�\.Orm;���a,O��o�'';q O y I�'�.;,�.�,.5'.oI<0-,.�ao.°,0�m''.a,0�\`.`..�/�,'0 W..i'`<,. °�',i�'../•.�.0�j:/I/v.:!..O'.�_m.�/:_p�`��`u �O 0 q��_�0'p.0p I��'..�;.ip°OI.O/I 2 I mII��/dI��/��/,.f,\°`.'\°�,,�y.�•/p'�L�er m I m.,,o'p.'��Aop�ff°++q�J,��m�°�Q��a a�0c'°�J�c/m\�mtcN�'•o,''\�./`.m,��.�/0'/I\\\``.\''�'6 y��I�,I%\� -a•°YR/`•,��'r/.IN m`.,<�l.�r q'�_�''.,0.�,O'/`�/•.m.�m—.k°—/.v<y�'\/fAm m��a w<:,'®�,/\,ro,:,":�\�.�•a,/,.,`/0�u.v�Ja�m• .Oo:o.�,.\i a::imo�\�`/,dY.\i�'•o,,',,..�\°.`._.•�0)j, vX3ldn0 y 'WOOa038 l O O O a mQ..0•/i d S,f•�\,.i/'"_�0'P/•8/�,r�.I.II II<rI/ '���/—_ti.-��,�.��'q—0\,•.o�•'—._a o�A°1,is�,I°I�\°a-�—�„°.—/i��•I:�'\z—�°��i.sO;"=/i•�,I'—.o a./�,m—d—,_0I�.��—J"—.�I—°�FM<"\/.si.—/',�o�O—II I��I/°\�.",.I I:i���-.I I,,i—'—i m�im.o-:�II�_�"."--o��I\�I:I`o",-':/�:�I':.II—r�I/!m 1�--_-,-}I.L,---_-�-•r-<1I-.r1_—yIII•a_„»A»»mI EI�_I DD�'�—Z-O--S FEW a\1 zFI 8aA a-,8 88`e;rt�_'�%,A�o�:`_—n=`_,g m I,,L_—\—�B<— -,iOIII-+IIIIICI I I -•»»nI KI E E F 4>•.:_'r:�jI:f:.�.�.:�I:,:I.,'�..:: ,I ,II :oI�l Ji I z:,III :II I I III I I I I I��Ii IIIII I'I III I I I I I I II I I I III I I_I I II I I I I—1I1IiIiiiIIII�II4�i�iIIiiI II 1 Ii4��iII 1 I �i i I I IIiI-IiI IaIiIIlIiII i1IIIIIiIII1II JIIiIiI I IuIIiIiI III VIIi I III III II III I I�I I� ICaII II F p g mm m h; mN m ' o- NOTE. CD REFER TO ARCHITECTURAL PLAN S FOR BUILDING TYPE. BUILDING FOOTPRINTS ARE FOR REFERENCE USE ONLY. 0o °° NOTE:p A8 m m co a v C, o Q * REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCA PING.Nm A N v OS038 BED O u ric.o W�edezMO o w BEDBOOW W p � z k '< ooVIP",op°p \ i a�o Qm jo +- r�D >— I �N' S\X ,J0 , �� W. TREVASH EET° `al- ACESS 3 ,, 8 jmz ° ` NJ4y z88 191 wooae38 38 0 °o � z z Lae rn =; irz3 I o ^ap MOOA038 3 3 - � pZp 0 BEDROOM y La oeR2 BR / ti Dwaols oao oas s s sas 9a9 sas I I I � SHEET 3 . 6 w i w — � _ = LNEWAND PRIVATE° o w z N m mo o o OOM Oz oo SH EET 307 . 0 it w ill X31 dn0 X3ldn0 O 038 X3ldn0 X3ldn0 WOOa038 IWOOa WOOa038 l Ell ; DATE: 3-15-2021 4. 7"7 i� PROJECT: C2019-023s e 50 0 25 50 100 SHEET ul H , ll II I i u SH EET 309II SCALE IN FEET I II II1h1"=50' o2 O U r ,. — \�� ,�\ �� %�� � t Q o — Q a� KEYNOTES C, C Po ED T W W W W W W W W J N W W W W W W W W W W W W --------------- LLI ------------------------------------------------------------------------------ O CARPORT COVER SEE ARCHITECTURAL PLANS. ■= Zco -------------- -------- ---- ------------------------------------------------ ___ ----------------------------_-___________ ----------- O CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 3.10. G� Z 3 ------------------- -- ------ter Z 1 30 STORAGE LOCKER - SEE ARCHITECTURAL PLANS. = a W. PINE AVE . = Z w Lu -- -- -- -- -- -- -- -- -- ---------- - - — — — — — — — _____ LLI U) __ ___ w =______ W ~ w — — - - - - - - - - U - - \ ��\ - - - - - _ _ - - LEGEND = � � � • �Z W o ISS EXISTING SEWER LINE J � - 1 D = W EXISTING WATER LINE SD NEW STORM DRAIN "' W NEW WATER LINE — — — — — — — — — — — — — — — — — — — — - - - - Q - - — - S NEW SEWER LINE - PI NEW PRESSURE IRRIGATION LINE �S�ONAL FNG °Oi O — — — — — — — — _ — _ W SERVICE \STE ti o o� — — — — — — — — — — — — — — — — — — — — — — — — — — — — IRR NEW GRAVITY IRRIGATION LINE Q� — — — — — — — — — — — — — — — — -- - - - — — — — — — - - — — — — 03/15/2021 Y-I _______ — — — — — — -- -- BOUNDARY LINE I _ I---��—� -------------------'T I I ROADWAY CENTER LINE ® — - - - — ® I I ® I I h ROADWAY RIGHT-OF-WAY .r9TF OF t. /N S. C�P� LOT LINE SANITARY SEWER MANHOLE p hI l� • CHECKED BY: O � a o i DAVID A. BAILEY P.E. O O . �I O EXISTING SANITARY SEWER MANHOLE h� O N I I � DRAWN BY: DO O m �] t� , Nam KSC .I I m V� o 0 N I L i � � W � � v V� 0 � � � � �I� � � � N I --------- SEWER SERVICE LINE v I Ld m m m m m m I m m m �' m m �] TYPICAL SINGLE WATER SERVICE m TYPICAL FIRE SERVICE I — I PROPOSED FIRE HYDRANT II I ° � co 00 CD - m I ` a � co co cuO LOT NUMBER I �JJ Z7 m T I I I I .Z7 m T z ' I I N ® CATCH BASIN F ;� p O O N I f ; O CD ' O O t I STREET LIGHT V) I t O a N Q I I ' (� w t I ' i I ® m a o .I I ❑ 1 I . LLJ m m cl m T I I I W y T N a m m W. PINE AVE. _- w d - J -- -- z I SHEET SHEET SHEET I ° ov(\do1S 9�19 9�19 J�IJ 5�19 J�IJ 9�19 ,� 99.0' , I Jb'�I 1S J�1J J� I 3.3 3.4 3.5 I O i t 7 � i�\\ 1 1*11 i ` T _ L --I '--�--� --- ------- ----- ��.--z_-s----- _r=--_-� _�__ - - I---- --- --- SHEET I w � 0 in f I I I , I I o 1 s \�W. I ' I ' 3.6 _ _ _ _ _ 1 I W' L� TTL TON---I�� SHEET SHEET 1 ' —�—W W W --J� W W W—, W _ W _ W — W, W T!W I— W W W W W W � — cd ; ; ; ; 3.7 3.8 w 1 s—r—ls s s s sTs s I s s s Is s I s i �s ST—s s s s I �p ` z o I �� - -L_0 __ ' � � � �' ' I 1 SHEET 3.9 ' I I ( � 11.1' �\ I' 9.0' 72.0' - . Y. � a a —<— — ; INDEX MAP 1"=250' r I I I I O rn rn13 ' I I r ------,I � - e - i I� W W � II H I f i . I �I NOTE: / 0 REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS I X (� n I I e Ti I I I I a ARE FOR REFERENCE USE ONLY. a _ x��dna ° I I I � N � � Moo lalo WOO�Ia�B I I I' NOTE: f I � I O REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. o 6.0' I 18.0'- I ❑® ® i i 110.0 Ii i '� m °' I 1 1.0' 10.0' I I 1- - - - - - I I� Q N — — - ---- -----------}- -------- --------------------•-- - -- 1 -------it- -- 16.0' (I e j ----- --------- ------- --�- -- i 0 i 31.0'� ' — r— r - - 11 TI . f �8I r co ID ® I I I , f 18.0' 0' i B R 1 I I ��-- � I rq . � S I 2 I e i t I 11 D �7 N �1 v M009a38 BEDROOM T —= T -------I -- " - II W I I I I 8 g W coCI BR27- V) L ---p--- —� >� — — \ \ - DATE: B LS S /� — — - - - - 3-15-2021 PROJECT: - --I�S00W v mom- 20 0 10 20 40 SHEET MATCH SHEET 3. 6 s s" MATCH SHEET 3. 6 -0 SCALE IN FEET3o3 1"=20' M_ E ccToo — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - — — - - 3 KEYNOTES ,oA vN V W @ W W W W w W " " w " O CARPORT COVER - SEE ARCHITECTURAL PLANS. ■� Z W W W W W W W W � 1 W W W W W W W W W W W - ------------------------------------------------------------------------------------------------------------------------------------------- - ------------------------------------------------------------------ --------------------------------------------------------------------------------------------------- - - ---------------- - - -- - -- O STORAGE LOCKER - SEE ARCHITECTURAL. Z 3 -------------------------------------------------------------------------------------- _ _ _ _ _ ___ ____ __ _ - ------------------------------------ ----- -- ----- --------------------- --- --------------------------------------------------- -- ---------- - -- - --------- 03 BIKE RACK. SEE LANDSCAPE PLANS. W W w W. PINE AVE . � ws ; 8 W __ ______________ — — _ '^ U) F- v , dol ----------------_-- - ------_---_-- --_---_--_----- -_--_---_---_--_---_---_ — — — — — — v ,Le ------------------------------------_---_---_--_---_---_--_---_ — — — — — ----_------_--—--_---_---_--_---_ — — — Z w -------------------------------- ---- —--_---_---_- - -- -- ---------- -----;---------- ■� �R F- (O — — — — —___ _ _ — — — — — — — — — — — — — --------------------- -- ---- _ --------- V� LEGEND I--. I SS EXISTING SEWER LINE - Q Q 3 W EXISTING WATER LINE W T DRAIN IV w ° SD NEW STORM D A W NEW WATER LINE S NEW SEWER LINE �o O F29 0' PI NEW PRESSURE IRRIGATION LINE ��S�ONAL FNc/ 15. W/SERVICE o� G\STEF tip, - — — — — — — — — — — — — — — — — — — — — O •° I � IRR NEW GRAVITY IRRIGATION LINE � Q� �� 021 — — — — — — — — — — — — — — — — — — — - I Jai " I f i BOUNDARY LINE 17882 3/18 8 2 — — — — — -� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � O .I � I — - - - ROADWAY CENTER LINE 9 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - °6'. O as—�-'°- ROADWAY RIGHT-OF-WAY �F OF'� ® — — — — — — — — — — — — ~� " LOT LINE ���/N S. CRP�c� I m II I SANITARY SEWER MANHOLE I O CHECKED BY: O I I DAVID A. BAILEY P.E. 1 1 1 O� O I �� I_— EXISTING SANITARY SEWER MANHOLE DRAWN BY: 0 N m O I I �� I ss, KSC . ° N I I D O❑ 1 1 1 �- p CN I I m m VD I I M --------- SEWER SERVICE LINE m I Ld ♦ m m m I m TYPICAL SINGLE WATER SERVICE m m `♦� I I m m o ' �.�\ , �` °' TYPICAL FIRE SERVICE — — — — — — — — PROPOSED FIRE HYDRANT I N I\ I N 1 1 } m CD li 1 ^ co Cp 1 R29.5' O LOT NUMBER T I ♦� I CO w I fV li m I �7 fTl � R29.5' I I ® CATCH BASIN o CDON e ♦ lip � I I N COIN —' I ® 00 -- - - - I � a O I 0 O ® f STREET LIGHT N I i i 0 o — — — ® �♦ m ® \ \ -- _ W. PINE AVE. -- -- � z -� — ♦♦`♦ ♦ — — — — I— — — I— / r I ` L �� ; ♦ f L' ♦� --I \ yam' 4 O a l ♦�� Z _ ; : . I --�; y \� °,. : .. a 3 • Rzo SHEET SHEET SHEET Q I 3.3 3.4 3.5 \/ O [� S o o 0 9 C� 90.0' 1 1 S �/��J �J��J ��� ���J ���/ �/��/ � �� ♦� � � � � � 90.0' I � O I it I j e/ p L ——— —— SHEET ' W W W ' ' 3.6 w LI TTL TON WLN . 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BUILDING FOOTPRINTS ARE FOR REFERENCE USE ONLY. jN � 11 1 11 liiO❑ C/1 � Q I h;Ilh06 O j I 0 O I� ® O NOTE: 0 i O I' I' ' REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING II Nam N �I I m � � II m � � hlllhl 0 I o ® o � w I I o I I I o jl I o I ® ® v v II m m m I I m m m 1 1 1 I; 'C' m m ;I II; Gp I I U a z a . i I ly C/1 I r-- -- ------ L— j �� �� -��- ------ � ICI ICI 4 co UD CJ Cc n CD I 1 I h I I Ih, o 1 . � m � I 1 �f� coW co CJ A A CD 19 9 �� • C . 0 CA 1 I N o m � 1 1 o ' 11 90. J N � O � COIN 0 C� I I CD � N `_ p O C/1 O C/1 � � i ® F-W 1 O O O Ld O � ' ♦♦ O i I O J cn y I I cn J ---------- ------__ c� Q ° 9 .. • � ° e ` a ° p .d • -' 1 I e I • a - 4 Q Q 4 4 Q DATE: 3-15-2021 PROJECT: MATCH SHEET 3. 7 MATCH SHEET 3. 7 50 0 25 50 100 SHEET � l i�i� �� \ \ I � i�,�°• ��. :°, �� ,� ,- �� � SCALE IN FEET 1 =50 0 V m o ' o rn c - _ y - 4 N N KEYNOTES { N NOT USED. ■= Z F L -w w w w w w w w w w Z w w w w w w w w w w v- e O NOT USED. Z __ _ -------- -_------ ------------------------------------------------ --------------- / O NOT USED. _ -- ------- ---------------------------------- a ------------------------------------------- - ----- ----------------------------------------------------------I a ----------------------------------------- '�A _ o 1 I RW L Z Lu 3 La' � S S a 8 S S N y � SS I s s a s s s s s s I I SS SS cn Lu —D'��—./a L g_'—R./—U�IUL°2®o°W/o�®I II I"—° � •�°/»�»»»».»/R 2`'�/I°\\»'.W f�F`-��-.y5'_._—�oa_0''L l�-�/IWI I�(I—Q_—J—--•�-�-°5J°s k�•£°I.I I I IIU I-N;\\ .�I f�''-s\_�»»»'»�»»»�\Ii��I,�fD�zr���•0z./.—o s�f f=�F 12\,`I°a°.e.. IiI I I(I(II I I II I L I_-J-J�I-- �r"—n—"'�"�A "� „_� e -'; ,"�.ti�• �IrII�a°II1�°`1 II o qII•"II1J\IIIIIiI III I1I I I1I i IiI Ii1�Ii1 i I�i�IIi1i1'I IIt II iI i I1i I1iiiI III 1I 1 IiiI I I1I�i11 ii1 II,II Ii III'I I II I II 1 I III IIIIIII i I IIIII I I I I I I II III II I I II IIII I IIII I II I I II oN� iI;I 1�I iI11IIII I 1�iiII;;I I I�i1I IIIi 1II1iIi 1iiIIIIi1III�iI 1 i II 1I iiI I iII i ivII iI�"i1I 1i1Ivi 1 iItIII i � I I�i1I iIi i 1ii I 1 I - •—�--`- - -- - - �I LdZ 0 Q0Q—V F�o J /N � �S o�T. �EC V R�F 1Py � G� w Zw» LEGEND JQL �SS EXISTING SEWER LINE J uw ; � �!w W EXISTING WATER LINE w— — — — — I — — — — — — — — — — — L SD NEW STORM DRAIN Q W NEW WATER LINE S NEW SEWER LINE 29.0' So PI NEW PRESSURE IRRIGATION LINE ONALX W SERVICE G\ 41 IRR NEW GRAVITY IRRIGATION LINE 03/15/202 BOUNDARY LINE 1 882 ss - - — - - ROADWAY CENTER LINE i 1 ROADWAY RIGHT—OF—WAY OF Q) 1> LOT LINE S. SANITARY SEWER MANHOLEo CHECKED BY: DAVID A. BAILEY P.E. EXISTING SANITARY SEWER MANHOLE �7 — DRAWN BY: SS KSC M ------ SEWER SERVICE LINE u TYPICAL SINGLE WATER SERVICE TYPICAL FIRE SERVICE PROPOSED FIRE HYDRANT FUTURE LOT NUMBER R29.5 COMMERCIAL u1 O g5 0AREA CATCH BASIN STREET LIGHT w 11 1 �l I N u W. PINE AVE. -- L z N SHEET SHEET SHEET D � 3.3 3.4 3.50SHEET v� SHEET SHEET 3.7 3.8w Lj n/ 0 Z L w W SHEET 3.9 Cp 'I INDEX MAP 1»=250' Lli NOTE: REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS II ARE FOR REFERENCE USE ONLY. N u r NOTE: 00 REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. o c;d r � p FUTURE COMMERCIAL Spa 2 5.0 AREA Li Ld SDm I DATE: 3-15-2021 cc PROJECT: c2o1s—o23 20 0 10 20 40 SHEET SHEET 3. 8 MATCH SHEET 3.8 o— �` I II p , .• I » 25:0' SCALE IN FEET 1 =20 MATCH SHEET 3. 3 tj l:5 3 ' \ MATCH SHEET 3. 3 KEYNOTES BEDboom6d1� � Y \ Ji 3 ���� s� \ � I O CARPORT COVER - SEE ARCHITECTURAL PLANS. ■� Z 3 I ` �\ ® \ \ pJ �\ \ \\ s�� I � O STORAGE LOCKER - SEE ARCHITECTURAL. � Z 3 B LS J �� � v j ®, O \O > '�s s \\ 0 e 3O BIKE RACK. SEE LANDSCAPE PLANS. = a o, \ ■- 411 �� o , N O \ d,p Z w 41 LLI w r- ---- ------- - _ _ \ 0 LEGEND .— — o . c� z zw LLI rL 1\ \ �� U SS EXISTING SEWER LINE J � w EXISTING WATER LINE uj 41 \ Q SD NEW STORM DRAIN V � W \ OO -------- � --- ---- -/ ' � J � � W NEW WATER LINE r `— o A S NEW SEWER LINE o r. NAL - ; \ - � °° ° ® • * � PI NEW PRESSURE IRRIGATION LINE SRO Fiy o�/ / �• �� ® . . \ ��� y, � W/SERVICE p�``S 3�STc7" �'LF R o <) i �� o i IRR NEW GRAVITY IRRIGATION LINE r ' �, o• s \ 03/15/2021 BOUNDARY LINE 882 \ /X\ , / ^ N \ � 4 — — — — — ROADWAY CENTER LINE �� \P / o ° / � , ' ROADWAY RIGHT—OF—WAY .� F OF P�C� \ o \ N FZ .o, ,� LOT LINE S. C Q� \ s SANITARY SEWER MANHOLE �� • CHECKED BY: DAVID A. BAILEY P.E. / EXISTING SANITARY SEWER MANHOLE DRAWN BY: KSC �• Q / / /� --------- SEWER SERVICE LINE y / TYPICAL SINGLE WATER SERVICE TYPICAL FIRE SERVICE / PROPOSED FIRE HYDRANT "I� ® LOT NUMBER ® a ® CATCH BASIN F ®® a a Cl—+ STREET LIGHT �a c) LLI N �� -- _ cl W. PINE AVE. -- -- La (:5 w z ox I z < SHEET SHEET SHEET Q 3.3 3.4 3.5 SHEET O o 3.6 ; Z SHEET SHEET 0 3.7 3.8 w O x, NN SHEET 3.9 ' Ld o• , Av -_______� � o 0 INDEX MAP 1"=250' W 0 NOTE: REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS ARE FOR REFERENCE USE ONLY. N ® NOTE: ® o REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. o 8d v O wC ' ) 1 v 1 Q 2 U ~ DATE: Q 3-15-2021 PROJECT: C2019-023 20 0 10 20 40 SHEET SCALE IN FEET 1"=20' 3o6 _ _ - - - - - - — - - - �a oo 's MATCH SHEET 3.4 - - - - MATCH SHEET 3.4 _ - - - - - _ p KEYNOTESLu ,ago v 00 .5 /, \ O CARPORT COVER - SEE ARCHITECTURAL PLANS. ■� Z 3 , C� I \, coO STORAGE LOCKER - SEE ARCHITECTURAL. G� Z 3 o� d 3O BIKE RACK. SEE LANDSCAPE PLANS. _ O� �o � 6 F— _ > w O ��. c� w z Lu W �� / W W cc c') LLI LEGEND = � R CS \ (� SS EXISTING SEWER LINE J c \\ , / W EXISTING WATER LINE \\ Q �� \ ;�� Q SD NEW STORM DRAIN V w W NEW WATER LINE O �� i,le le i /. S NEW SEWER LINE O � � i o �, r L OQ` p)--- _______ PI URE IRRIGATION LINEf - < W/SERVICE�� / ' ' i /i IRR NEW GRAVITY IRRIGATION LINE �i � � i '° % 2021 BOUNDARY LINE 1 �882 \ �� y ; ; �► ' ' ® i — - - - — ROADWAY CENTER LINE ROADWAY RIGHT-OF-WAY F OFL \\ Q6 LOT LINE �N S. CFZP \ °' _ SANITARY SEWER MANHOLE �� DAV DCA.EBAILEY P.E. O �y EXISTING SANITARY SEWER MANHOLE . A\` % ` 1/ v DRAWN BY. > \ / OO \ \� / --------- SEWER SERVICE LINE v/ / A ® \ / \ TYPICAL SINGLE WATER SERVICE \ ` �j \ i \ / l TYPICAL FIRE SERVICE \\ / Al A 0 i , / PROPOSED FIRE HYDRANT LOT NUMBER Oz i o o �/ . �� ® CATCH BASIN STREET LIGHT V) / 1' --____��• � , \ �, \ �l� �� / `� w � ( o < W. PINE AVE. -- -- w d / \ . . i .� 011 SHEET SHEET SHEET Q 3.3 3.4 3.5 ..I SHEETcl / \` i �o`� A / A ® I w Z ;,� . 3.6 ��\. �� � ' ® v �O c' SHEET SHEET > 3.7 3.8 w '\ v, � (n / ,�''� ''� C9 ' �> v� W O ,� / /. S \�� / \ ;; �� �/ \ SHEET 3.9 le 0 INDEX MAP �O �� NOTE: �, I REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS , I ARE FOR REFERENCE USE ONLY. N Al / / ,� A �r I NOTE: \90` s f \ f j o � \ �� \ ® REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. o \ �. c;d -10oil ` \ / X ° O� O�, P - \. ,, \ \ O w k• I / �► lee i co LLI R2.0' , o I I ^ \ , o I I bi CC-���/�I I C�IIC� C��IC� C� C� C�\I W / �9 ,3 �° gVao1S 0ao 9aq 0 S w D 9a v V / ® / O �/ \ s h , , \\� s - I w! I - U �/ , \ oo s — - �— _ _ _ _ W _ W U W— DATE: Q O , ' \ 3-15-2021 PROJECT: C2019-023 20 0 10 20 40 SHEET 2 \� -- - - - -_ _ SCALE IN FEET MATCH SHEET 3. 9 ''> ' \ = MATCH SHEET 3. 9 - 1"=20' 3o7_1 m E " MATCH SHEET 3. 5 ; MATCH SHEET 3. 5 3 I o co I ■I KEYNOTES 01 � 01 — II I � o 13L 0 CK a 1 I i � I I I IN I I ii OCARPORT COVER - SEE ARCHITECTURAL PLANS. =iF-Z co 31.0' 3 CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 3.10. Z 3 25.0' f I i� I I I I I I ii 30 STORAGE LOCKER. SEE ARCHITECTURAL PLANS. ■= a i N I I o W I I III I IN W I I F I o I I I I I 3 1 = z ui W CC Z) LV W Z w = R 1 10.; '�,\--•°'°�°�I°I W�II I CI�I-I I°I�-C'•L•I9=/--•_l v��'J'I I--\°I,I,.1 I-1 a®.\—y=ii/�°/r�;°•.o'—�--"J\>w\-'-\F--\s om\'-.I,I—\,�=°\•w`,° •�\�I-°�\\\Z8_\°��Z°\��5\ -\-��-�-°-J�°\"8�8°1�\s--��I�/'.•`\\-"�\--\AII s V\-OI_®W--I\\-�_V-rp\�\"/\'°\�j\.-�\-.W\p-/,s—�\�`O\•—\°s\J�� \—"—W\_\\/`/•°Z_\8\as\;_.1\°—�I°\•_Z II I( .v.,°..,.',°• aia I�I II i a loI a IIIa II a;I l Il r I I II I I�f I I�I�i�-i�i I°1�/IIiI IIII II IIiIII IIIiIIiIII.III iII i I III I II I IIIII lI I I iII I I iIi� IIiI I i i i iIII1 It1i ii IiI i III II iIIi I tyI l�I Ci�II I i III I II I I I II I I I I I III IIII II I II�I I III I I II I II II I II IIIII I I I IIII II II I II I I I I IIII I I III I II I I II I I I II I I I II IIII I II I IIIII I I III I I I II' I I I I I o0oI omN"I�IIIIII' I fI I II IIII Il I II II l I II II I I I II I I I I - 333333 3 3 3 3 33 a3II 3-II3 I3II II I I I-Ii IIlu o IIIiI I UII IIII iIIiIII,I,i II I I ii I ii II iI i iII qiI iliI�IIiI�iIlIIIi �IIui iI iiI ii i I IlI I i III I iI i,II II Ii i i IT�'1 I� 1I' /I` ---------— —1 L EG-E-N- D --- J I Lzw~ o�O � /�3 0r� ' C V�F 0_i2 nyr ` ----- _ FUTURE Z--------� 'u � �c COMMERCIAL SS EXISTING SEWER LINE _j cn 0_(mQ O0 AREA SD NEW STORM DRAIN "' i W NEW WATER LINE S NEW SEWER LINE pNALPI NEW PRESSURE IRRIGATION LINE �'S W/SERVICE G\SE'y IRR NEW GRAVITY IRRIGATION LINE 0- 03/15/2021 BOUNDARY LINE 1 88 o ROADWAY CENTER LINE 4 ROADWAY RIGHT—OF—WAY rEOF LOT LINE S. SANITARY SEWER MANHOLE CHECKED BY: DAVID A. BAILEY P.E.ID EXISTING SANITARY SEWER MANHOLE DRAWN BY• KSC -- SEWER SERVICE LINE Qo TYPICAL SINGLE WATER SERVICE TYPICAL FIRE SERVICE N PROPOSED FIRE HYDRANT LOT NUMBER oo Z CATCH BASIN F STREET LIGHT o N o W. PINE AVE. w\ , r I/ SHEET SHEET SHEET 1b. 33 34 35 / w w w O � C.Ro/SSC=== w o (PUBLICW. TR EVA SHEET w- ----ACCESS -------Gi �' 3'6 SHEET SHEET _j z W W W W 3.7 3.8 ° o �J 8 I R69.5' SHEET 3.9I - WO�Ji VMJG3 32.0' 10 25.0 INDEX MAP 5D S —LSD- 1"=250' of — NOTE: REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS Li ARE FOR REFERENCE USE ONLY. � I � * � NOTE: REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. I Of BR3 3 00M009038 BEDROOM A, x� 0 r 598 SB cDw BR2 > CD Ld ---- cc I 0' ---------------90.0 CD 172* 90. V/ 0 cO cm C I IFF I i I I DATE:� 3-15-2021Q PROJECT:NEWLAND LN . 2osEo2P R I VA TE) �,W W I 20 0 10 20 40 SHEET -� MATCH SHEET 3. 9 --- ---- ---- ---- -- -- � , " MATCH SHEET 3. 9 i SCALE IN FEET m Q p U QO Vl A M LEGEND c W. PINE AVE. N KEYNOTES O C A RPORT COVER - SEE ARCHITECTURAL PLANS. ■= Z SS EXISTING SEWER LINE I SHEET SHEET SHEET ' W EXISTING WATER LINE O CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 3.10. G� Z 3 3.3 3.4 3.5 I SD NEW STORM DRAIN 3O NOT USED. = a I ' W NEW WATER LINE S NEW SEWER LINE = Z w PI NEW PRESSURE IRRIGATION LINE W — ~ SHEET W/SERVICE �, W co w IRR NEW GRAVITY IRRIGATION LINE ~ W w 3.6 SHEET SHEET I _ z -- -- BOUNDARY LINE �� � %` 3.7 3.8 I w — — — — ROADWAY CENTER LINE uj Q co z ROADWAY RIGHT—OF—WAY _j w I LOT LINE V � w SANITARY SEWER MANHOLE SHEET 3.9 ' � EXISTING SANITARY SEWER MANHOLE �S�pN L FNG --------- SEWER SERVICE LINE O�� �G\STE,Q� INDEX MAP 03/15/2021 `� „ TYPICAL SINGLE WATER SERVICE � 1 =250 17882 TYPICAL FIRE SERVICE REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS PROPOSED FIRE HYDRANT /T�V F OF N S. C ARE FOR REFERENCE USE ONLY. NOTE: \ LOT NUMBER CHECKED BY: REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. DAVID A. BAILEY P.E. ® CATCH BASIN DRAWN BY: KSC STREET LIGHT z 0 a it U (n W 0 W Q (N o 1 z Z 20 0 10 20 40 Q .� SCALE IN FEET w 1 -20 �S S—i—s 5 S S I uuu i Z 0 'IIII MATCH SHEET 3. 7 �v� \ ° �� M ATCH SHEET 3. 7 MATCH SHEET 3. 8 E WLA N D W LN . ( P R I VA TE)���° MATCH SHEET 3.8 1 w w w / I f ^ p V �� -- - - -`�--- -a-----I - --- - ------Xx -- ----- I Z •� °' i ' ��� L� I — --- --- -- I � C� . � I � I 1 1 � ° ,� e � I I I �..L.� O , �j �i/ I � J I I 81.0'1 �� i I I i I I•'� � •• I 'la I 9.0' 81.0' C D d v� , / I 1 I 4 / I I V O / I F ° 7 - / I m m 5 ---- ° - '- ----- tl-- -- I (n o. 1 m LJ / � / I \� ' I I V J LLJI N I I � I 1 1 11 II8d o \'� O m m Y m m m Elf -----J I V LLJ R15.0' I I ICD 32.0' / I x� I I I 1 32.0' I �d n a I r 0.0' 1 1.0' ° 1 1.0'� � a i i II �`� \ x3�dna x I I I° m I I I 3 -�Q I w o o d a e d n a x d n a ----- �- ---- woodale I wooda�e a I woodale � 0 I I I I III \ \ I ® I i I W o CD w — ® — ® ® o I F CD ° — — — _ �� • • . ® ® ��` • ° I I it ° ° I I I II I - . e e - - - a �—�__ ®®® I / M nl. wR nR In . ' v . °• , . ,, , ° . J ° � I • . , e r . ° , • . ° nll IRI m IMI IRl nr— m— .Ilrt _ —J J, IIR nR IRI e . • • I 1 DATE: I III Nu I 3-15-2021 IRR PROJECT: C2019-023 y� SHEET II I a I II I II u1 I II I J1 I I I � M Q p U Q '0 V M co PRECAST CONCRETE WALL CAP RADIUS 1 1/2" J ABOVE PIPE, ■� Z 3 SMOOTH WET CONC. w/ Z 3 o VISQUEEN G� o = z a FILL w/ 18'-0" cf) CONC. _ Z Lu 8" TYP 6'-2" w 6"0 or 8"0 STEEL W PIPE BOLLARD, o a LLu w U Z LOU, 10'-1 1 " CONCRETE MASONRY UNIT DUMPSTER w ■� Z5 SLAB GRADES TO DOORS 2.00% MAX. ENCLOSURE W/ STUCCO EXTERIOR. z TOP OF Z w o SEE GRADING PLANS. GRADE, PER W Q co SITE PLAN J c~n ° w w J O w 6" CONCRETE SLAB 6" 0 PIPE BOLLARD w/WIREMESH REINFORCING 6" 0 PIPE BOLLARD (1303—d5) 0/6" COMPACTED GRAVEL BASE � DOORS AS SHOWN IN PLAN VIEW ON GRADING p S�pNAL FN SHEETS. *NOTE NOT ALL ENCLOSURES HAVE �`�S G�STF c�2 3'-5" 1 '-0" 3'-5" MAN DOORS & DOOR LOCATIONS VARY. ° A 16"0 CONCRETE �o �� 48" DEEP FOOTING ® 6"0 03/15/2021Rio 8" 0 PIPE BOLLARD 8 0 PIPE BOLLARD f ° BOLLARD or 17882 18"0 CONCRETE N FOOTING 0 8"0 �92171 OF 6 0 PIPE BOLLARD 6 0 PIPE BOLLARD d LARD I� 8'-4" I� 8'-4" CONC. SLAB i1 4" ° 4" MIN. a CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: PLAN VIEW KSC BOLLARD SECTION PRECAST CONCRETE WALL CAP 18'-0" 4" PRECAST CONCRETE WALIRETE I� 8 -4 8 -4 CONTINOUS BOND BEAM (2) METAL DUMPSTER GATE HANDLES (2) #5 BARS CONTINOUS TOP OF CONC TOP OF GATE Z 6 -8 6 -4 0 -8 a 8 PIPE BOLLARD F U 6" PIPE BOLLARD VERTICAL #5 BAR AT 32" O.C. o L4x4x3/8 STEEL ANG FILL CMU'S W/ GROUT (TYP) N o FRAME (BRACE AS NE 7" BARREL HINGE w/GREASE FITTING (TYP), > DUMPSTER GATE w/M 6'-8" DECKING WELD TO GATE FRAME and BOLLARD z TOP OF SLAB 0 -0 24" CANE BOLT, PROVIDE CONTINOUS BOND BEAM �J � FOUNDATION SYSTEM A RECESSED PIPE SLEEVE (2) #5 BARS CONTINOUS MIN. 6" INTO GROUND 1so (3) #4 BARS CONTINUOUS L e FRONT ELEVATION w Q 1 '-6" o o o 0 0 0� 6" CONCRETE SLAB 0 0 0 0 0 0 0 0 o 0'-8" 6" 3/4"- GRAVEL BASE PRECAST CONCRETE WALL CAP VERTICAL #4 BAR AT 16" O.C. o 3'-5" 10'-11 " o 0 o STANDARD HOOK INTO FOOTING TOP OF GATE TOP OF CONCRETE (ALTERNATE DIRECTION OF HOOK) 6'-4" SLAB +6 -8 2'-6" ANN NIN (3) #4 BARS CONTINUOUS 6" 0 PIPE BOLLARD FOOTING/WALL SECTION 8" 0 PIPE BOLLARD 6" CONCRETE SLAB w/WIREMESH REINFORCING (13x13-d5) o/6" COMPACTED GRAVEL BASE 0 TOP OF SLAB NN TOP OF SLAB P n 0'-0" V / FOUNDATION SYSTEM 0 TRASH ENCLOSURE DETAILS � o SIDE ELEVATION - N TS- [TYPICAL BOTH SIDES] z PRECAST CONCRETE WALL CA W TOP OF CONCRETE 18'-0" - 8" THICK SLAB +6 -8117 � NK % N� w d V / o TOP OF SLAB FOUNDATION SYSTEM DATE: 3-15-2021 REAR ELEVATION C2019-023 SHEET C� Q M 1 o � QO _ A KEYNOTES OctN C #W.1 (QPso=0.51 cfs, QPzs--0.43 cfs) aT?O -J SEE STORM DRAINAGE PROFILE, SHEET 4.8. ■� Zco L O CB #W.2 (QP5o=0.81 cfs, QP25=0.69 cfs) Z v / - - - E.G. E.G SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z W. PIN E AVE . 30 CB # T ( DRAINAGE cfs, FILE, SHEET cfs) a / \ / SEE STORM DRAINAGE PROFILE, SHEET 4.8. ■� I � o E.G. CATCH BASINS HALL BE 30" PRECAST MANHOLE N - - - WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING Z - ------=--_--- ---_ ---=-- - _ - - -_ -_ _ & GRATE. W c=n # 1 SEE DETAIL SHEET 413 LLI _ 4 SG TRAP W- 8 SG TRAP #W-2. SEE DETAIL SHEET 4.13. r 6 NORTH POND'. SEE DETAIL SHEET 4.13. Z • 6 < / 0 W � o 18 SDR-35 ®0.27% 70 NOT USED. ? w w / (V - ® NOT USED. w = 90 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. 0, 0 2560.5 4 Q ® 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. �S�ONAL FNC W - �� G�srER ��F o � F w 2563.5 \ w _ Q� 03/15/2021� s \ � _ - 63.03 FG c , A 64.70 FG 64.43 F� II \ o I I GRADING PLAN LEGEND, NOTES A n = FOF � ° I I III I - I- U EXISTING CONTOUR (1' INTERVAL) ��N S.Lj CRP s FINISHED GRADE CONTOUR 5' INTERN (2. AL) CHECKED BY: III �2jr l.s FINISHED GRADE CONTOUR (0.5' INTERVAL) DAVID A. BAILEY P.E. 2565.80 FF o- I III 2565.50 FF �� DRAWN BY: v 2565.0 DG g In00 2566.20 FF v I 2566.20 FF III o 2564.7 DG I ° �15.58 TOA FINISHED GRADE TOP OF ASPHALT KSC I � 2565.4 DG I 2565.4 DG g III v I •� � s v 63.03 FG I 62.73 FG I III w � \ 64.7�F 15.58 TOC FINISHED GRADE TOP OF CONCRETE 64.40 FG III �15.58 SW FINISHED GRADE AT SIDEWALK II w - - Ijj �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB I I II 100 �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER 64.03 FG S I 65J0 FG 63.73 FG 3 \ 65.40 FG ° �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE w I III I "I°° 15.58 EG EXISTING GRADE ' I � DIRECTION OF SHEET FLOW z 2566.80 FF 2567.20 FF 2567.20 FF O 2566.0 DG ° 2566.4 DIG 1 ¢ I F s :I 2566.4 DG II I I I 2566.50 FF 11.00 FF BUILDING FINISH FLOOR ELEVATION a o_ 2565.7 DG 11.00 EG LOWEST EXISTING GRADE WITHIN N I i I I I I BUILDING FOOTPRINT w o I i v I I / 66.15 SW 64°03 FG v v I I I v v 71 PEDESTRIAN RAMP (SLOPING DOWN p / 65.70 FG 66.51 SW ® I I 66.03 SW W/ ARROW DIRECTION) N Q & > -> L RAMP SLOPES MUST MEET ALL ADA GUIDELINES W o Li I REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX 0>: Z CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO 65.52 TOA TOLERANCES FOR ADA REQUIREMENTS. Lj 66.00 TOA 66.48 TVA65. TO 65.61 TOA - - -- -- ----- -- _ _ _ 66.43 TOA I 6 10 ITOA I 1 6E NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% 66.201TOA , SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE I I ��" I I I �� 65.54 TO 1 1 1 I 6' II I I�\ 65.61 TO AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT OI I I 1 I I 65.48 TOA SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 65.44 65.49 TO 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY TOA w - - - - - - - - - =r_ =rt_ _�f L -- I-*-��J Jv SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR 65.28ITOA / 66.28 TOA p 66.08 TOA ~ ~I T - REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. I I I I I 65.73 TOA !� ,65.28 TOA sb, Co 66.12 TOA I ' ' L I TTL TON - 65.24�TOA 6' -c0 I �2 I I I 65.60 TOA e w _ _w _ w o-w New \`° w-��. w I I wl 65.56iT0A w w w s / - - w 64.97 GRATE S6, - - L 65.10 Tpq t5, 65.70 TO I 65.54 TOA S I - - I r .10 T0A cS 66.10 TO S I I I I � W. PINE AVE. 1 66.13 TOA I 65.56 TOA I i I I � i I s s S s s o �18" SDR,�5 ®�� � I � 65.76 TOA 65.79 TOA I I I I --F - -I_ I - � c W.2 - - -�s�, I _ iI-� I SHEET SHEET SHEET CB W. 65.90 TOA I hs �/ 2 I - SS I �I \ II 1 66.32 ITOA I 65.28 GRATE 66 03 TOA I I (� 4.1 4.2 4.3 66 TOA 6 .181 TOA 65.77�TOA a l 65.64 TOA 65.80 TO/ J I 65.85 TOA -F �- -- - -F i ;� _ __ , - SHEET I - - -- -- 65.82 TOA I w v / 65.93 SW 66-,3 Sw --- N 65.61�TOA I I 4'4 SHEET SHEET CD. 9 ° 63.73 FG z Ec 2566.20 FF r 65.40 FG / I I 65.75 TOA 166.07 TOA I °` I 4.5 4.6 w • 2565.4 DG I 66.07 TOA I II 65.79 TOA 66.07 TOA- 2567.00 FF ,°. I I I � h6�� 1166.36 TOA ' " � 2567.20 FF ' v 2566.2 DG 64.80 FG I I I I ° ° 2566.4 DG P I 63.13 FG • I I 6.53 FG I I I I 66.91 SW SHEET 4.7 0 63.53 FG I II I ° I M ,1- v 63.73 FG 0�0 ❑® ® II I 65.40 FG IIIF I I 65.0 FG - - 44' [65.3 EG] ----- - - - ------------ - - i=��°----i� INDEX MAP --- ---- - I _- _ I 166.65 TOA I -> 1 =250 I } I -I-�6 08�, I �6h I - I A 64°53 FG b I 13 I I II 5 I I z 66.20 FG N I ® ----- `L • F e y I 67.42 SW 1 66.55 TOA - 167.00 TOA 1 I -_ } - 2567.80 FF 2567.00 FF A 2567.00DG 1 1 �ti -I - I '1 I 2567.0 DG w 2566.2 DG I r-r-- cn CB W.3 �� I 1 - 6�O I 67.56 SW 63.13 FG 65.70 FG I I - d 64.80 FG 64.03 FG I 67.03 TOA I � `� � I , 6.89 oGRATE 67.74 TOA 6s V / o 67.35 TO T - J 67.00 FG 67.23 TOA L 3 I 10 TOA' LL61.33 FG f TT� 67.10 /2 / - �.87.37 TOA - / 67.3 AA 67.32 A / 0 6 3 TOA - DATE: 45 3-15-2021 s7.n TOA PROJECT: 2567.00 FF / 6.91 QRATE MATCH SHEET 4. 4 ' " 67.26 T C2°'9-023 2566.2 DG °° \67.66 T � °.; �0 6�4 � MATCH_ SHEET 4. 4 :)A� 20 0 10 20 40 SHEET SCALE IN FEET 4ol 1"=20' C� Q M 1 o � A Q co GRADING PLAN LEGEND, NOTES KEYNOTES V N O MATCH EXIST. CURB, GUTTER, & SIDEWALK = �. w T J N -- --- -- - Co EXISTING CONTOUR (1' INTERVAL) FIELD VERIFY PRIOR TO CONSTRUCTION ■i Z _ [65.29 TVC] O SAWCUT EXIST. ASPHALT (MIN. 2') FOR SMOOTH Z Y Y PINE AVE ,MATCH OFFSITE PLANS �2,' �/ FINISHED GRADE CONTOUR (2.5; INTERVAL) TRANSITION TO EXISTING. _ 1� 1.s�/ FINISHED GRADE CONTOUR (0.5 INTERVAL) 30 NOT USED. ■� a - i • - - - - - - - - - - - - - - \ - - 2 15.58 TOA FINISHED GRADE TOP OF ASPHALT � ® CB #CEN.1 (QP5o=0.63 cfs, QP25=0.53 cfs) SEE STORM DRAINAGE PROFILE, SHEET 4.9. Z w = - - _ - - _ _ - �15.58 TOC FINISHED GRADE TOP OF CONCRETE W ~ OE TO O CB #CEN.2 (QP5o=0.56 cfs, QP25=0.47 cfs) U) e - - - - - - SEE STORM DRAINAGE PROFILE, SHEET 4.9. W a\; ja a 15.58 Sw FINISHED GRADE AT SIDEWALK \ r 12" SDR-35 00.50%. 0 � W w I 6 CB #CEN.3 (QP5o=0.60 cfs, QP25=0.51 cfs) Z w 15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB SEE STORM DRAINAGE PROFILE, SHEET 4.9. ■� - - \ 12" SDR-35 00.24% • \ 18" SDR-35 ®0.20% 15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER O CB #CEN.4 (QP5o=0.15 cfs, QP25=0.13 cfs) Z w 00 a - - _ B SEE STORM DRAINAGE PROFILE, SHEET 4.9. W�15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE ® CB #CEN.5 (QP5o=0.13 cfs, QP25=0.11 cfs) ? w o Ld �'- �15.58 EG EXISTING GRADE SEE STORM DRAINAGE PROFILE, SHEET 4.9. rn 0 DIRECTION OF SHEET FLOW O NOT USED. V � w �t0 4 O 6 A CB #E.N (QP5o=0.24 cfs, QP25=0.21 cfs) 11.00 FF BUILDING FINISH FLOOR ELEVATION SEE STORM DRAINAGE PROFILE, SHEET 4.11. ~ 2560.5 ~ 11.00 EG LOWEST EXISTING GRADE WITHIN ANAL W - O I w BUILDING FOOTPRINT 11 NOT USED. c<�.SS\ \STEFN�'/�ji w I"I"I 1 CB #E.S.1 (QPw--0.08 cfs, QPz5=0.07 cfs) G R 9 71 PEDESTRIAN RAMP (SLOPING DOWN © SEE STORM DRAINAGE PROFILE, SHEET 4.10. QUO Q� F6 62.73 FG » 2563.5 �g W/ ARROW DIRECTION) 03/15/2021 A 64.40 FG 15 SDR-35 00.17% .� 17882 ` � 18 SDR-35 CcD0.20% CATCH BASINS SHALL BE 30" PRECAST MANHOLES RAMP SLOPES MUST MEET ALL ADA GUIDELINES & TH N 64.40 FG I SG TRAP COMM I = - &I GRATE.SUMP, TRAFFIC-RATED CAST IRON RING REQUIR 12 MAX 62.73 FG CROSS-SLOPE, FLAT LANDINGS FORMAN EVERING. NO F \ U ° o O I U TOLERANCES FOR ADA REQUIREMENTS. ® NOT USED. �F1//N SFCRP�� LO SG TRAP CEN / 0 FF 2565.50 FF \ NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% ® NOT USED. DG Q 2564.7 DG - I Q SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE c 2565.50 FF I 2565.50 FF / CHECKED BY: L 2564.7 DG °0 _ cc AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT ® NDS DURA SLOPE CHANNEL DRAIN (0.7% BUILT-IN DAVID A. BAILEY P.E. v . v 2564.7 DG L D CHANNEL GRATES ' 62.73 FG l % a � ° ° � ° ' ` " ° JP ° j ° � � ' J � � �� ° • ° ° • SITE MUST BE ADA ACCESSIBLE 2.00% MAX CROSS SLOPE, SLOPE) W STAINLESS STEEL PERFORATE •( s P ) / I DRAWN BY: 64.40 FG I I 62.73 FG TO 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY (OR OTHERWISE APPROVED EQUIVALENT). KSC 116 LF TOTAL 29x4.0' S CTIONS 64.40 FG E SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY LY FOR Pi 18 SDR-35 ®0.20% E E E EE E E � � / REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. INVERTS AS SHOWN IN PLAN VIEW LABELS. °� ® NDS [OR APPROVED EQUIVALENT] IN-LINE CATCH BASIN. 63.73 FG 63t7G I CB E' •1 W. PINE AVE. INVERT: 2564.82 A� 65.40 FG a j 65.40 FG i CONST. 15 LF 8" C-900 @ 6.80% TO NDS CATCH BASIN ° T I I '° POOL N1. --- I O O `, © CB #POOL N1. CATCH BASIN TO BE NDS 18" CATCH BASINS 2565.5 G 27 GRATE SERE 8"x18" CAST IRON GRATE [OR APPROVED 1 °° � 2565.5 DG � I S W/ 1 FF 2566.50 FF I 2566.50 FF 2566.50 FF EQUIVALENT] W/ 1' SUMP INSERT. DG 2565.7 DG I 2565.7 DG 2565.7 DG % ° I _ - - SHEET SHEET SHEET 0 0 z 1 \ ° 1 0 INV IN:2563.80 8"S z I/ 4. 4.2 4.3 INV OUT:2563.80 8"NE n CONST. 14 LF 8" SDR-35 @ 1.00% TO CB#POOL N2. U v _ - 12" C-900 ®0.39% v, 66.03 SW ® 1 ® \\ \ o ® CB #POOL N2. CATCH BASIN TO BE NDS 18" CATCH BASINS o 66.19 SW .� SHEET � SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 3 '�% 1 65.70 TOA w EQUIVALENT] W/ 1' SUMP INSERT. p INV IN:2563.66 8"SW N Q 44 SHEET SHEET INV OUT:2563.66 8"E 65 TO �� I 1 - s \ \. • ; z CONST. 27 LF 8" SDR-35 ® 1.70% TO CB#POOL N3. W o 65.10 TOA 65.58 TO --� -- ---- -- -- y \ f 3 / 65.6 TC 4.5 4.6 w z Ld 65.54 TO 65.54 TOA �\1 �65.711 TEA .O2-SW I 1 �� J \ \ 65.55 TOA / ® CB #POOL N3. CATCH BASIN TO BE NDS 18" CATCH BASINS 65.61 TO �° �I 1 1 401 // \ I \ 65.40 TOA416_5.55'�ITOZ2565.51 �� 65.64 TOA z SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 65.48 TO '� I I 1 0 h' 0 0 0�1� 1 - \� 65.14 TOA - I_ �_ � L_ -� 65. C0 R EQUIVALENT] W/ 1' SUMP INSERT. 65.49TO `° O �I II I Ihco I A - - - � - - - _ - � 65.72TOA �+ uJ �• / \ OA / -I -�_ 65.08 1` RIM ELEV:2565.90 J � I I I � I I �� I ^ �� �`� �� INV IN:2563.20 8"W - - -� I \ . \ �i I� � to SHEET 4.7 INV OUT:2563.20 8"NW ryh 65.39 TOA I I L / \s 65OA s N CONST. 33 LF 8" SDR-35 C�? 1.97% TO CB POOL N4. o Q 64.92 TOA w w��w w w w w .49 GRATE # L I TTL TON N . R I VA TE 1 1 65.58 TOA 4D' 64.92 TOA I , - 65.87 TOA w w w k°° I 65.54 TOA 1 CO �3` " �j.� N 65.31 TOA B CEN.5 ® CB #POOL N4. CATCH BASIN TO BE NDS 18" CATCH BASINS _ I w w_ryh w �S 1 12 SDR 35 ®0.24% Z�j6 ar,'A� TAA 12 SDR-35 00.50%_ _ " o% - s / SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 64.92 TOA I- - - - - 'o s 12 SDR-35 ®0.50% 2 64.88 TOA I I I I I 65.02 TOA - - CB CEN.4 _ s 64.79 TOA CB CENA 1 I I I 65.01 TOA i s 1. 5.03 TOA I s s s s s 8 \ \ INDEX MAP EQUIVALENT] W/ 1' SUMP INSERT. s s s s I i I 65.07 TOA A CB CEN.3 65.47 TOA -' RIM E:2562.65. 8 o �- s �s s s� CB 'CEN.2 ;� {gq 7 � 1 =250' INV IN:2562.55 8"w L I 65.2 TOA 65.54 TOA INV OUT:2562.55 8"NW 1r 12" SDR-a5 ®0. 4%I o I o64.91 TOA 1 6 65.21 TOA 65.69 TOA 0' 65 TOA/ 1 1 w so ___- - - - - - �[ - - CONST. 27 LF 8" SDR-35 @ 1.00% TO CB #CEN.4. 64.74 IG 65.13 TOA I -T- - --�--- __ _ �55 TO e _ _ �\' DA CEN.POOL TOTAL QP5o=0.31 cfs, QPz5=0.26 cfs - - - I 65.49 TOA 65.36 TO I I cJ ` lr - 6 .59 TOA °�� ( ) o v. 1 7I 1 I L7\S� �I '9 65}O OA 64.60 GR TE 1 I I 65.60 GRATEZ4 64.��1 TO 65. 1 \ 14.45 GRATE �I 0 T Iq II I 65. TOA NOT USED. I I y 0 I 65.7 TOA 1 ` 6 83 TOA I 65.16 0!y 0 I 0 I I II I 1 I I �\ 1 65.18 0� 65.05 TOAI 44 ITOA I '� 65.0 OA I �I I� 65. A---, I_ 64 1 10A 1 I 65.25 T0�1 I � 1 I 9 65.92 TOA / I \ ! ® NOT USED. L-- - - - -----I 65_3JITOA 65.921TOA I / I 6. I I I I° 1 . r. `./, a ( ® NOT USED. J� 64.68 T A- I / 65.95 SW / d d g NDS [OR APPROVED EQUIVALENT] IN-LINE CATCH BASIN. / - - I INVERT: 2564.84 ;G ® 5 86 SW I d J CONST. 18 LF 8" SDR-35 ® 4.50% TO NDS CATCH BASIN G ) 5 36 SW ❑® 66.50 SW A 63.33 FG I I A 63.33 FG A [ #POOL E1. 65.00 FG 65.00 FG X 66.60 II I. 66.60 TOC TOC ® CB #POOL E1. CATCH BASIN TO BE NDS 18" CATCH BASINS F 2566.50 FF p 2566.50 FF 66.57 TOC SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 2565.7 DG 2565.7 DG I 2566.00 FF° 2566.00 FF III 2566 . 60 EQUIVALENT] 3 1' SUMP INSERT. 2566.80 FF (■ ■J ® INV IN:2564.03 8"S 9 II 2566.0 DG �� \ ,I . , I I I \ 2565.2 DG 2565.2 DG -�� ° , ss.49 GRATE 0 0 INV OUT:2564.03 8"NE 63.33 FG I I I I 000 II % 66.49 TOC CONST. 32 LF 8" SDR-35 @ 2.00% TO CB#POOL E2. o o I III III 66.46 GRATE ° _1.6 [65.76 DURA SLOPE INV] 00 Ln 00 65.00 G I I Qo 66.49 TOC 66.60 TOC [65.82 DURA SLOPE INV] NOT USED. NOT USED. o -E- } I III III o o M - `' i� ® 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. • � II II � 07 1 ° �� ♦ a �( 0 I I 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. \ 63.83 FGorn�\ ® NOT USED. - 65.50 FG \ 63.33 FG_____ 66.49 TOC 66.56 2567.30 FF 2567.30 FIF ll 65.00 FG 65.70 DURA SLOPE IN a 66.49 OC 66.56 [ 66. TOC � ° 2566.5 DG a 2566.5 DG 2566.50 FF T 2566.50 FF [ 66.56 TOC] TOC 66.0 DURA I ®0.9 SG TRAP #E.N. SEE DETAIL SHEET 4.13. % 2565.7 DG 2565.7 DG ii II 66.60 TOC [65.65 D roc E INV] F I I 2566.80 FF I SLOPE IN ® SG TRAP #COMM. SEE DETAIL SHEET 4.13. 66 51 TO 65 90 DU - 0 DG [65. SLOPE INV] - W Y. SG TRAP #E.S. SEE DETAIL SHEET 4.13. 2566 _ � W \ - 8 - 66.56 TOC 66.58 TOC 11 8 ® w 66.56 TOC- 1-- w \ i I 0 66.49 TOC8 = ® NORTH POND'. SEE DETAIL SHEET 4.13. \ I I [6666 SDURAC SLOPE INV] 66.51 TOC -oy91 66.49 (n d I \ U71_ v I [65.61 DURA TOC v [66.09 DURA SLOPE INV] SLOPE IN%n _8%�- m ® v 8 66.56 TOC r a o 67.00 FG d . .4�' Q 65.33 FG Q a 6 6 TOC c 65.00 FG ° . ,, . • . . • c L _ L ,66.51 TOG , A [65.64 DURA 45 0 66.60 TOC 66.60 T C SLOPE INV] 66.58 TOC 66.60 TOC MATCH SHEET 4. 5 �: ` a , 2565.5 MATCH SHEET 4. 5 3-15-2021 To J PROJECT: $EE C2019-023 20 0 10 20 40 SHEET SCALE IN FEET 1"=20) 02 Q O U N KEYNOTES V N - - - - - - - - - - -=_ -_ __ _- _ VERIFY PRIOR TO CONSTRUCTION SIDEWALK ■_ .MATCH OFFSITE PLANS CURB, GUTTER, & - -- - === _ - -�J / o I FIELD VE L Z 3 _ - - _ N O SAWCUT EXIST. ASPHALT (MIN. 2') FOR SMOOTH W Z II RWL L RWL RW R v TRANSITION TO EXISTING. s s 64.89 TOA s s s s s s s s s s s s I SS N I SS SS O CB #E.S.2 (QP5o=0.17 cfs, QP25=0.14 cfs) _ I� [65.31 TVC] I SEE STORM DRAINAGE PROFILE, SHEET 4.10. M a ENEM MATCH OFFSITE PLANS \ �i \ \ ® CB #E.S.3 (QP5o=0.22 cfs, QP2s=0.19 cfs) Z To 3 - SEE STORM DRAINAGE PROFILE, SHEET 4.10. W z \ r - a b \ O CB #E.S.4 (QP5o=0.38 cfs, QPzs=0.32 cfs) W U' ;° \ SEE STORM DRAINAGE PROFILE, SHEET 4.10. LU ° - \\ �, E Z � _ \ ° CATCH BASINS SHALL BE 30" PRECAST MANHOLES �� ('3 u~i � °. a - - - - I \\�� g0 WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING Z , \ & GRATE W o �0 1 64.80 TO s I I o J U) - _46 \ 1 p I / ` � / © NOT USED. ui J �P p /---------- - �© SD I OMNI /%/ NOT USED. C� w 64. 4 T A 64.97 TOA Pl / I r //IT / ® NOT USED. 65.14 TOA _PI \ // w I I I \ I I J II i a O CB #POOL E2. CATCH BASIN TO BE NDS 18" CATCH BASINS S\(3NAL FN p p SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED �S G'j 18� 9 000 I \ / '/� J I I III �i RIM UIELEV:2565 90' SUMP INSERT. ��� ��G\STFQ�O7iF�� D INV IN:2563.39 03/15/2021 INV OUT:2563.39 � 82 CONST. 38 LF 8" SDR-35 ®2.00% TO CB #POOL E3. cA ' 65.34 TOA � 65.17 TOA � II II III I G�CT U T I \ �\I IIII II III ® CB #POOL E3. CATCH BASIN TO BE NDS 18" CATCH BASINS r9TF OF SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 16, P� / L- / I ` I L �� I IIII 11 EQUIVALENT] W/ 1' SUMP INSERT. N S. C� RIM ELEV:2565.90 / I 1 �I II II I j INV IN:2562.63 8"S CHECKED BY: 65.41 TOA - I II I III INV OUT:2562.63 8'E 65.59 TOA 1 III II �I CONST. 10 LF 8" SDR-35 ® 2.00% TO CB #E.S.4. DAVID A. BAILEY P.E. 65.70 TOA I I I I DRAWN BY: 0. 77TTO 65.70 TOA \ I II� I I CB #E.S.POOL TOTAL (QPso=0.28 cfs, QPz5=0.24 cfs) KSC J II I / I IIII III\ IIII II I I 9' I� IIIIIII II I I �oN h FUTURE 06M M ERC IAL AREA P� I I� I I I I I � IIII GRADING PLAN LEGEND, NOTES 65.47 TOA 65.77 TOA I II I III I I II I IIII EXISTING CONTOUR (1' INTERVAL) \ 65.55 TOA \ I� 11 I I II I I III 16" C-900 ®0.25% I I \ � I I II I I IIII FINISHED GRADE CONTOUR (2.5' INTERVAL) o II - II I I II II� I I I I I IIII �•S�, FINISHED GRADE CONTOUR (0.5' INTERVAL) I I - I b I III 15.58 TOA FINISHED GRADE TOP OF ASPHALT w �15.58 TOC FINISHED GRADE TOP OF CONCRETE 2 II / \ I IIII I II I IIII �15.58 SW FINISHED GRADE AT SIDEWALK N o 565.5 65.43 TWA �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB > 1 II II W _ I IIII I 11 IIII D: z 65.6 TOA �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER CB E.S.2 ✓ L - - / III I I u I IIII �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE 65. 0 GRATE --- II 65.52 TOA J ` / IIII I I I IIII �15.58 EG EXISTING GRADE 'n /s 3 \ / \ I I III I I I III - DIRECTION OF SHEET FLOW / \; / �� ���_ / l IIII I I I I I IIII 11.00 FF BUILDING FINISH FLOOR ELEVATION s N :',,� / II I II I III II 11.00 EG LOWEST EXISTING GRADE WITHIN BUILDING FOOTPRINT w _ III I 65.58 TOA \ \ I I II III I u I III JI PEDESTRIAN RAMP (SLOPING DOWN 65.55 TOA 65.49 TOA W/ ARROW DIRECTION) �s a I III I II ' I III RAMP SLOPES MUST MEET ALL ADA GUIDELINES & REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX 65.03 GR E I s 65.50 TOA \ I III I I I III TOLERANCESCROSS-SLO FOR ADA REQUIREMENTS.E, FLAT LANDINGS FOR ANUEVERING. NO o ` 4 1 I III I ' I o III NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% 65.22 TO 65.43 TOA III � II SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE CB E. 4400 65.67 TOA I I III I u I II AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT 65.46 TOA I I I III I III SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY III I I III SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR >\ I . II REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. � M -- o � 65.90 TOA 65.90 TOA I it I .�" , I I � � I �' I 0 �� � W. PINE AVE. ; - 227 I , I I i I I h�< L J 65.71 TOA I 1 I 65.82 TOA tY D� 65.52 TOA 1 65.40 TOA 65.68 TOA (n 65.56 TOA - I ' N I I SHEET SHEET SHEET I p I II I 4.1 4.2 4.3 o L� s5, I a lI O- I 65.60TOA FUTURE COMMERCIAL AREA I I I ;; I I SHEET LLJ I I I 4.4 I , I-c6 E.s.4 I 'I" I I II I SHEET SHEET W 65.20 GRATE -_, �' 65.55 TOA I to I I o --- 4.5 4.6 z 0 w w 65;$ TOA SEE SHEET 4. 15 _ - �- I I I z . 65.70 TOA i/ U) FOR TEN MILE RD . ,L A/ < I I / I � / L I I = II U ss 1 I , . I I I rr SHEET 4.7 I I I 9 I II Q 510 I �I I o�l J I III I I I I I I I I I I o I I ° III I I III INDEX MAP C �o I I III . ° � / Jr • �I I II I III I 1 250 \ ICI �o ', I III I III DATE: MATCH SHEET 4. 6 ` _ _ _ - MATCH SHEET 4. 6 I' I II 3-15-2021 / I I I III PROJECT: C2019-023 20 0 10 20 40 SHEET SCALE IN FEET 1"=20' s3 C� Q o" 1 � MATCH SHEET 4. 1 ` ` `�' ; MATCH SHEET 4. 1 - = Q co / � 6 3 TO � 45 KEYNOTES � V o _ N ti \ 1 CB W.4 QPw-0.08 cfs, QPzs-0.07 cfs 2567.00 FF / 67.17 TOA p 0 # ( - - ) _ �. w ._ a 2567.2 DG / r 67.28 T 6.91 RATE s9 \ I SEE STORM DRAINAGE PROFILE, SHEET 4.8. ■� � co 67.66 >g � Z I' L ` B 4 H\ \ 67.97 TOA / O2 CB #W.5 (QPso=0.28 cfs, QPzs=0.23 cfs) Z / / ® \ • 1 15 SDR-35 00.50% :�° I L() SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z .10 TOA \ g CB #W.5.A (QP5o=0.46 cfs, QP25=0.39 cfs) .5 h \ SEE STORM DRAINAGE PROFILE, SHEET 4.9. ■- a o JR��3E5'- 2568.60 FF � �. / \o o �o` 4 CB #W.6 (QPw--0.50 cfs, QPzs=0.42 cfs) C'3 N 65.8 FG / \ 2567.8 DG / /'�� 2 67.04 G A \ \°°\ w O SEE STORM DRAINAGE PROFILE, SHEET 4.8. W Z [66.2 EG] / _1.6% / \ ra O CB #W.7.A (QPw--0.67 cfs, QP25=0.57 cfs W U) /67.40 TOA ° 4_ ° w SEE STORM DRAINAGE PROFILE, SHEET 4.9. � - CONSTRUCT BASIN PER ISPWC SD-604A, TYPE IV. Z w 67.44 TOA / / s w i MENEM 67 80�0 / �% / /'` s \ i ` CATCH BASINS SHALL BE 30" PRECAST MANHOLES ■� C'3 / e --� _ 0_ 29A \ \ WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING Z �9 -� 67.57 �\ & GRATE, UNLESS OTHERWISE NOTED. W o 1-11 \ J ® ° O I 67.59 �� J co - / 68.19 SW // .� 2567.rJ \ \ U © ROLLED CURB & GUTTER. SEE DETAIL SHEET 4.14. w _L'u 65.90 FG / / �2567.5 C9 3 Q 64.23 FG j� p �� /� \ \ 07 NOT USED. w 2568.60 FF / �i /\ '� ^/ / 67.35 TO/C 2567.8 DG 67.28 TQA/ // 7.31 TOA ® 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. 67.31 TOA / / 09 7' INFILTRATION SWALE [SIX PLEX INFILTRATION SWALE] �pNAL F P 68.30 SW 67.67 TOA \Y/ i W/ BSM. SEE DETAIL SHEET 4.12. <t,Ss 67.45 TOA B W /y // ' O� �G\STc: 67.60 TOA \ 9 67.0 GRA 67.55 A 7.60 TQA / / s / Q 03/15/2021 67.03 TO (UP)� �( �2 / / 4- 67.14 TO � % '7.8 CB W.5.A 66.98 TOA GRADING PLAN LEGEND NOTES 9'F of 66.96 TOA 4 s '��•� �C9 / /N S. CRP 'P 67.93®TQA tC 66.96 TTOA p EXISTING CONTOUR (1' INTERVAL) N 67.60 TOA 66.86 GRATE \ v ` CHECKED BY: 67.00 TO s FINISHED GRADE CONTOUR (2.5' INTERVAL) DAVID A. BAILEY P.E. / V 1.'5 FINISHED GRADE CONTOUR (0.5' INTERVAL) DRY WN BY: 67.51 TOA O 1 Q *\-15.58 TOA FINISHED GRADE TOP OF ASPHALT 66.8 FG j' °�• 2568 . 00 \ \ \ •�15.58 TOC FINISHED GRADE TOP OF CONCRETE 166.8 EG] ,67.72 TOA .� 1 2567 . 20 D �r �. 15.58 SW FINISHED GRADE AT SIDEWALK 67.70 TOA '\, ° \ \\ '­15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB I_ "'-15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER 67.80 TOA \ k'�'-15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE as 67.82 TOA '�� I O %\"-15.58 EG EXISTING GRADE z 67.84 TOA DIRECTION OF SHEET FLOW F r � n \ ®® 11.00 FF BUILDING FINISH FLOOR ELEVATION N ® 11.00 EG LOWEST EXISTING GRADE WITHIN o / a BUILDING FOOTPRINT 67.2 FG A 9 T PEDESTRIAN RAMP (SLOPING DOWN N o [67.2 EG] \ W/ ARROW DIRECTION) 5: RAMP SLOPES MUST MEET ALL ADA GUIDELINES & � z 2568 . 20 FF REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX • J •� o a a . . CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO 2567 . 40 DG . TOLERANCES FOR ADA REQUIREMENTS./ NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% 4 a / SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE CB W7•A .o AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT 6775 TRC / 6 SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, . p 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY 67.54 TOA / I SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR 5 \ • / REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. W. PINE AVE. SHEET SHEET SHEET 67.5 FG / [67.6 EG] / / s� / 4.1 4.2 4.3 �' y 256 6 J 68.00 TOA-- ) 2 5 / SHEET 68.02 TRC / 4.4 J 67.81 TOA / i SHEET SHEET 68.07 TOA 4.5 4.6 z LLJ z a � / ® SHEET 4.7 i o 0 i 68.0 FG INDEX MAP [68.2 EG] 1"=250' _ L � F Wo W 2 \ m \ 2 U3 E DATE: 3-15-2021 Q PROJECT: C2019-023 20 0 10 20 40 SHEET MENNEN SCALE IN FEET 1"=20' 0 MATCH ez SHEET 4. 2 - - - -- MATCH SHEET 4. 2 = o 9 66.60 TOC 66.60 a�urt mvJ .'OC m " KEYNOTES ■ V o T \ O CB #W.7 (QP5o=0.25 cfs, QP25=0.21 cfs) Lu 2565.5 (� SEE STORM DRAINAGE PROFILE, SHEET 4.8. ■i Z m J / O CB #W.8 (QP5o=0.35 cfs, QP25=0.30 cfs) Z \ / SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z CB #W.9 (QP5o=0.36 cfs, QP25=0.31 cfs) w 830DG / \ / w SEE STORM DRAINAGE PROFILE, SHEET 4.8. 256 . 67.50 FG ■ a o w / 65.83 F - - - - _ / w ® CB #W.9.A (QP5o=0.59 cfs, QP25=0.50 cfs) _ (�j Z� 830 FIF SEE STORM DRAINAGE PROFILE, SHEET 4.9. Z w CONSTRUCT BASIN PER ISPWC SD-604A, TYPE IV. W 256 . DG W U) 67.50 TOA y yp O CB #W.10 (QP5o=0.22 cfs, QP25=0.18 cfs) W w 67.39 TOA \ SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z w CB W.11 QPw--0.15 cfs, QP25=0.13 cfs U SEE STORM DRAINAGE PROFILE, SHEET 4.8. � W a /N � L/ - �_ I •� ~ CATCH BASINS SHALL BE 30" PRECAST MANHOLES J co Q WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING wLu L / \ C & GRATE. ,/' 68.00 SW 2568.30 FF // ® , // i L O NOT USED. w / 2567.6 DG / \ ° e; 66.80 FG ° TOA / \ a 2568.80 FF 6 13 FG \ ROLLED CURB & GUTTER. SEE DETAIL SHEET 4.14. 2568.1 DG /7 p /i�'' / / 66.7 000l�S )NAL FNC NOT USED. t` / 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. Q� 03/15/2021� 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. 17882 7' INFILTRATION SWALE [SIX PLEX INFILTRATION SWALE] W/ BSM. SEE DETAIL SHEET 4.12. � F OF (Z) 67.70 67.70 FG 1 \ /N S.66,\03 FG 68.20 TOA CR ,' ? 68.03 TOA 2569.30 FF / 2568.80 FF 66.32 FG CHECKED BY: > N \� \ �' / 2568.6 DG �° 2568.10 FF 65.15 FG DAVID A. BAILEY P.E. 2568.1 DG �q/ 6;8,T00 2567.3 DG ,a GRADING PLAN LEGEND, NOTES DRAWN BY: O , �, i / " 67.85 TOA o /7 / / / O 68.03 TOA KSC 67.88 TOA � EXISTING CONTOUR (1' INTERVAL) S 67.5 T \ / A 68.40 TOA / \, I . // r ' \ �- FINISHED GRADE CONTOUR (2.5, INTERVAL) r ° 67 81 .TO / \ a , \ _ ` I / / / \ S�� FINISHED GRADE CONTOUR .5' INTERVAL) N 6778 T < \/ / 67.70 FG / / / 0\-15.58 TOA FINISHED GRADE TOP OF ASPHALT 67.61 GRA // /\ 66.03 FG 69.06 SW 2569.30 FF 68.20 FG / ® A � -"-15.58 TOC FINISHED GRADE TOP OF CONCRETE ® \ .7 8.60 TOA 2568.6 DG 66.53 FG / 2568.10 FF \ �15.58 SW FINISHED GRADE AT SIDEWALK / 2567.3 DG 67.30 FG \ 66.E 99 2568.80 FF y 65.63 FG �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB O 2568.1 DG a 67.68 TOA s \ / �L_ \.4 \ \ a / .� \ o / r �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER � N FINISHED GRADE AT TOP OF INLET GRATE o 15.58 GRATE \ 65.15 FG 66.32 FG *'�15.58 EG EXISTING GRADE W OA / \w/ /♦ \ / \ / - DIRECTION OF SHEET FLOW N 11.00 FF BUILDING FINISH FLOOR ELEVATION z 15 TOA/ 67.90 FG 2567.3 G 11.00 EG LOWEST EXISTING GRADE WITHIN 63' TOA 66.23 F 2567.3 DG ' � / \ / \ ♦ ° / 2568.80 FF . / \ BUILDING FOOTPRINT / 67.96 A 2569.30 FF 2568.1 DG / � / \�q \\ / /i 68.15 TO 2568.6 DG /00 TOA-,, �� \ PEDESTRIAN RAMP SLOPING DOWN � , _ /- \ �/ ^ / 67.96 TOA \ /7 / / W/ ARROW DIRECTION) ' \ \ �p / 67.30 FG 65.63 FG / �' RAMP SLOPES MUST MEET ALL ADA GUIDELINES & / 2568.0 , // \ 68.18 TOA 2y / / / \ \ / REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX / 68.33 TOA / \ /' ♦ /�\ / ® / /o / CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO I I I • / / \ \ TOLERANCES FOR ADA REQUIREMENTS. O \� 68.24 TOA s ' 2 NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% // A. \ I • / // ® SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE ' / r 67.83 TOA �'� / /��\ ♦ / / \ 7 AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT 67.88 TOA \ 7.70 G jO \\ / , 67.90 FG / / 256 .3 C SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 68.01 TOA \ �/ // / 2569.30 FF 66.23 FG / ® 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY 67.82 TO \\ / 2568.E DG \ 68.40 FG / SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR o 67.79 TO, ) \ c0 \vi 66 74 FG / 67.80 TOA \ \ e 2569.10 FF REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. 67.94 TOA N\s �'9� �/ 69. 7 68.22 TOA / -- ---- 2568.4 DG _ 6807 TOA -► 3.03 TOA 68.09 TOA 813 TOA / \ �\ W. PINE AVE. 2568 . 40 F O < 68.33 TO / 2567 . 60 DIG _ 68.27 TOA j/. \ \ : \ ® I 68.12 TOA \ SHEET SHEET SHEET 12" SDR- 00.35% \ ' /�/ \ / ' \ / I; 2569.60 FF I 4.1 4.2 4.3 67�7 / 58.71 TOA568.9 DG2 LO/ / 2569.10 FF _ ® X// v i LU �/ 2568.4 DG 68.00 FG 67.94 TOA \ s 3 � \\ i X , 66.33 FG a - 67.98 TOA U)'\ NS // \ /� SHEET 68.07 TOA i� , \� // � / \ , o - - �68.39 TRC \ " °y.68.18-WA SHEET SHEET \ 4.5 4.6 4.4 wo 2568 . 60 �� 68 30 TOA o 68.40 TOA a a 2567 . 80 DIG 68.67 TOA 2569.60 FIF / o a° V s \ �'� \\\ 1 , Y • 2568.9 DG /�,; ' / SHEET 4.7 e a e g s 6 GRAyEi „ \ �\ \ / 68.29 TOA68.09 TOA , CB W.9.A ��/ Q \ 25g8.5 s86s11 TO /' i C� INDEX MAP w $ og 5 ' 6830 TOA ' 2568 \ ,/ / 1„=250' . \ • inn 0 / i 68.15 TRC /�\" 6n0TOA TOA F 67.94 TOA 68.20 TOA -� g� / / 68.53 TOA �' 4 / 68.17 TOA 68.28 TOA w \� 68.55 TOA \� \ i - I 68.30 TOA W f1° i _ �/� . 68.17 TOA / , ° GR 7.7 V J 68.38 TRC O 6CB 0 W V J 11 - - - 68.40 TOA � 67.93 bAw I I ` - / 67.95OA 6 .30 TOA � 68 7 os T - OA 12� SDR35 00.24% 2S6 = U 68.3 FG / U / s8.00 TOA -4 568 - - w _ DATE: Q / 6 68.22 TOA i I 0 68.00 TOA Q 3-15-2021 2568 . 80 / / 67.90 r0A ! I I s 68.02 TOA PROJECT: 67 99 TOA s�� s s C2019-023 �.5s sw / I I I 68.04 TOA- 20 0 10 20 40 SHEET 256 8 . 00 DIG _ _ I _ _ _ _ � 6�= ATE SCALE MATCH SHEET 4. 7 �` � � MATCH SHEET 4. 7 1"=2 FEET 20' � Q p U MATCH SHEET 4. 3 , i ICI j I MATCH SHEET 4.3DC = a KEYNOTES V o � N / III I cn III O MATCH OFFSITE PLANS CURB, GUTTER, & SIDEWALK UJ U FIELD VERIFY PRIOR TO CONSTRUCTION ■ Z f I o - - - _ III ' I I I III O SAWCUT EXIST. ASPHALT (MIN. 2') FOR SMOOTH Q� Z I I I'I I I I I III TRANSITION TO EXISTING. [IF CONSTRUCTED Q� z III I III NON-SIMULTANEOUSLY. = g I I I I I I I III 30 NOT USED. ■ a w _ 2566 I III I I I I I III I ® CB #E.S.5 (QPw--0.26 cfs, QP2s=0.22 cfs) co N SEE STORM DRAINAGE PROFILE, SHEET 4.10. W Z w I I w III I I III 5 CB #E.S.6 (QPw--0.68 cfs, QP2a=0.57 cfs) U) 2 66.76 TOA J I 0 � W I a I I I I I III / SEE STORM DRAINAGE PROFILE, SHEET 4.10. _W W w 66.61 TOA N I i,I II I I I I I I I I III I © SEE#STORM( DRAT AGEcPROFLE, SHOEETf410. (� II I I I II I I I I I CB #E cfs, cfs) 66.83 TOA FUTURE COMMERCIAL AREA OSEE STORM DRAINAGE PROFILE, SHEET 4.11. � W00 66.60 TOA _j � 66.95 TOO o u.i w / / r - -/ - I IIII I I I o I I III ® CB #E.S.8 (QPw--0.20 cfs, QP2s=0.17 cfs) Q rn / N I e III I I I 13 III I SEE STORM DRAINAGE PROFILE, SHEET 4.10. V w C E. c ° I I I,I I I I I ' I I III I O CB #E.S.9 (QP5o=0.37 cfs, QP2s=0.31 cfs) 6 3 RA 66.53 TOA / 9 I I ICI I I I I III SEE STORM DRAINAGE PROFILE, SHEET 4.10. \ I 66.75 TOA / III •66.76 A 4 00 ° •J I III I I I I III I ® CB #E.S.10 (QP5o=0.26 cfs, QP25=0.22 cfs) �S�pNAL FNc I III III �' II I II III IIIII I II I © SEE STORM DRAINAGE PROFILE, SHEET 410.I CB #E.S.10.A (QP5o=0.21 cfs, QP25=0.17 cfs) Is, Vill 0�3G/�1S5T/2 E0R2 SEE STORM DRAINAGE PROFILE, SHEET 4.11. CB #E.S.10.B (QPo0.33 cfs, QP25=0.28 cfs) 17882 10 ' SEE STORM DRAINAGE PROFILE, SHEET 4.11. 9 ,'41� / �66.58 TOA / I II I� I 1 I I I CATCH BASINS SHALL BE 30" PRECAST MANHOLES ���F OF P\�j 66.61 TOA \ WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING N S. CR II III I I I I I I III III I I & GRATE. 7' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. CHECKED BY: s s \ I cn DAVID A. BAILEY P.E. 66.80 TOA 9 SEE SHEET 4. 1 5 I I I III ® NOT USED. DRAWN BY: r 6.55�OA \ I III II KSC i gp TO,Ol 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. FOR TEN MILE RD . � I I III ,C E.S.6 s O I I I III ® 7' INFILTRATION SWALE [SIX PLEX INFILTRATION SWALE] 6 00 �QR`ATE W/ BSM. SEE DETAIL SHEET 4.12. i 5 /f !� III I I I III I 2567.50 FF " II I I GRADING PLAN LEGEND, NOTES 2566.7 DG } I I III a ,ass \ � I I I I I II III I EXISTING CONTOUR (1' z INTERVAL) F w of I I III �/ FINISHED GRADE CONTOUR (2.5 a INTERVAL) n �i v\ 67.25 TOA o I I II 2) N 66.80 TOA ,�° 6- s'�" O 66.97 TOA I III I I I I o o II �- �.5 FINISHED GRADE CONTOUR (0.5' INTERVAL) o 67.05 6 0 TOA To • III I I I I I I III �15.58 TOA FINISHED GRADE TOP OF ASPHALT Lo B E.S.7.A III I I LLI F / N 66.9 OA I I �� I I I I III �15.58 TOC FINISHED GRADE TOP OF CONCRETE (/1 0 7.60 TOA 67.30 T 67.14 TOA I III I I I I�/ III \\ 66.80 TOA � li 1. I /\ 67.8 67.08 T / IH -// / I I 11 \ 15.58 SW FINISHED GRADE AT SIDEWALK = z 66.32 FG a I,I� j I ) / 67.25 T 67.06 TOA " s I I/// ' I I I o I \\\ �\ _�'-15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB \ ( 65.15 FG � .18 TOA [67. ] I��� I I I i cn I I \\ � \ \ I I I i -�\ \\ 4\-15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER *\�15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE 67.36 / 9\ _ _.20 TO } 3 \ D I *"-15.58 EG EXISTING GRADE / N / II I I 1 - \ o CB .5.7 12" C-9 ®0. o �° 7/ / 1 yu W W W W DIRECTION OF SHEET FLOW s \ ;`\' � - C P v I 11.00 FF BUILDING FINISH FLOOR ELEVATION e \ 67.48 TOA ` \ - - - 09 0 I I Y Y . TR E VA WAY 11.00 EG LOWEST EXISTING GRADE WITHIN 6 68 TOA - - - - - -- BUILDING FOOTPRINT 2568.10 FF W A C C E "Y �� ,f 2567.3 DG 677A TOA /f \ ` 68.20 TOA W �% s I I I I I T PEDESTRIAN RAMP (SLOPING DOWN IT- I I I W/ ARROW DIRECTION) 8 - 1 I I I' I I I I I j j RAMP SLOPES MUST MEET ALL ADA GUIDELINES & C 3 / - 68.43 SW CB E.S.$ D REQUIREMENTS. SLOPE,1:12 MAX 67.73 GRATE CROSSSLOPE FLAT LANDINGS FOR MAN ERING. NO 6765 OA I TOLERANCES FOR ADA REQUIREMENTS. 67.80 TOA 67.71 TOA I I i --- NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% -cp SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE - 67-- TOA cry ®❑ I // / ` AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT 2568.40 FF 2568.70 FF - - - ---- h 68.47 TOA I I I I // / SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 2567.6 DG 2567.9 DG I // I I 68.60 TOA 68.10 FG _W' � 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY 66.43 FG I SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR I / 68.16 TOA I REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. 67.27 TOA SD SD \ ( 0 67.33 TOA _ I g7 0> N 67.15 TOA III I I III �\ I 67.2 68.37 TOA p [67.57 rvc] IIII I 66. 3 0 [MATCH EXISTING] I I I II I \\ I W. PINE AVE. - 66.63 FG I I I II I I I I I IIII \ I I III I I III I \ - - - - - I � z • a a b I III I I I I IIII � �° o III I I I III fi i/ N 1 a F I III I II I I I IIII / I SHEET SHEET SHEET 68.73 TOA° N % � °-I III I I C I II I Hill I / i 4.1 4.2 4.3 68.43 TOA 68.58 TOA I rn I 2569.50 FF I;° 2569 . 00 F 2568.8 DG 2568.9 DG �` -- - III I I III I SHEET 68.33TA �s� I ,- 2568 . 20 DG I� I II I IIIILi 68.63 TOA I ii 4.4 Z SHEET SHEET I II I I ° " - III 68.14 TOA I \ " 68.52 TOA N �� i, I III w 3 I ss.ss TOA 12 SDR-35 ®0.24% CB E.S.9 4 5 4 6 a 68.59�0 • � • I LO 12" SDR-35 00.24% 67.94 GRATE I z I � ° a. ° , 12" SDR-35 00.50% j I IIII I I " a 69.32 TOA a. \, SHEET 4.7 68.63 TOA bi I � 68.62 TOA r'-- -- -- -- (' 75 TOA 68. a 68.68 TOA �� ' V -- I W I 68.77 T A 1 69. 1 SW 69.85 SW I 69.44 SW Q 81 EX MAP III I I I I IIII = L i 88.9 TOA 68.23 GR/TE 6 . TOA I fi o 68.17 TOA III I I I ilii I I I INDEX` \ •y IIII I� I I o N ul I � � I fN\ o )) 1 =250 68.85 TOA N I III I I � I IIII I = ul CB E.S.10.13 U 68.2 RATE C .S.10.A CB E. 0 = s 68. TOA s 68.31 G ATE DATE: - - -68.2 oA s ��� ,a I III I I I I III I I I 3-15-2021 Q I III I I ' I IIII I I C 0019E 023 M W. LN . P S gg8 56 TOA ' W E WL A N D ( TE) �.\ �� I I II 120 0 10 20 40 SHEET 68.61 TOA w w W Ws III I I , I III 8 �-s .g3 oA 11 SCALE IN FEET MATCH SHEET 4. 7 MATCH SHEET 4. 7 1"=20' C� Q M 1 W. PINE AVE. _ 9 o Q A � GRADING PLAN LEGEND, NOTES KEYNOTES - O:c N -21 OCB #W.12 (QP5o=0.59 cfs, QPss=0.50 cfs) SEE STORM DRAINAGE PROFILE, SHEET 4.8. EXISTING CONTOUR (1 INTERVAL) = C'3 w co O CB #W.13 (QPw--0.34 cfs, QP2s=0.29 cfs) SHEET SHEET SHEET � �/ FINISHED GRADE CONTOUR (2.5' INTERVAL) SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z 4.1 4.2 4.3 �'2>>1 Ste/ FINISHED GRADE CONTOUR (0.5' INTERVAL) O NOT USED. -�\-15.58 TOA FINISHED GRADE TOP OF ASPHALT ® CB #E.S.11 (QP5o=0.34 cfs, QP25=0.29 cfs) ■ a SEE STORM DRAINAGE PROFILE, SHEET 4.10. a SHEET �15.58 TOC FINISHED GRADE TOP OF CONCRETE _ Z N CATCH BASINS SHALL BE 30" PRECAST MANHOLES W Z 4.4 �15.58 sw FINISHED GRADE AT SIDEWALK WITH 12" GRATE.SUMP, TRAFFIC-RATED CAST IRON RING � W U) SHEET SHEET 15.58 Tvc FINISHED GRADE TOP OF VERTICAL CURB 4.5 4.6 z Q NOT USED. �uj 15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER © 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. Z z �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE W a 00 7O 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. � �15.58 EG EXISTING GRADE rn Lu DIRECTION OF SHEET FLOW ® 7' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. w SHEET 4.7 90 11.00 FF BUILDING FINISH FLOOR ELEVATION 7' INFILTRATION SWALE [SIX PLEXES DRAINAGE SWALE]11.00 EG LOWEST EXISTING GRADE WITHIN W/ BSM. SEE DETAIL SHEET 4.12. BUILDING FOOTPRINT �S\pNAL FNc INDEX MAP 71 PEDESTRIAN RAMP (SLOPING DOWN p�� �G\STER� 1 =250 W/ ARROW DIRECTION) - 03/15/2021 RAMP SLOPES MUST MEET ALL ADA GUIDELINES & 17882 REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO TOLERANCES FOR ADA REQUIREMENTS. F OF RP\� NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% N S. C SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT CHECKED BY: SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, DAVID A. BAILEY P.E. 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY DRAWN BY: SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR KSC REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. 0 F n N W W Q N_ o Ld 20 0 10 20 40 z SCALE IN FEET 1"=20' �. . i °6$56's'w �I _ I � � vV �r,1 -4v �� v . rl� /y I t MATCH SHEET 4. 5 �. MATCH SHEET 4. 5 MATCH SHEET 4. 6 W W W ) �� MATCH SHEET 4. 6 2568 . 00 DG - W W W I I S 8.65TOA _ e 'Z¢2 G ATE l / L` I h 1- _ ---� _ 68.66 TOA 6 3 OA 67.13 FG �� / �� 14 p 1^a6\°\ I 68.56 I I��. 1 68.64 TOA 68.80 FG 4 I 68.64 TDA 1 68.46 TOA C� W12 / I I g L \ � 68.68 TOA 68.82 TO o � � / �\� '� Ohl ZGJ6 I I \ I I I � I I I � � -30 69.30 TOA I 68.70 FG �, 68.22 TOA J / �j 68.86 TOA ® O 1p I' 67.03 FG `L 8 A 68.95 TOA I o 6�.��Ta� �I 68.36 TOA2568 0 I o � I. , 68.03 FG 68.82 TOA / 69.70 FG 68.93 TOA / o / / 68.87 TOA r68.99 TOA _ 21- J t \ 6 ,o // 1' 8.48 TOA 68.24 TOA 68.76 TOA 68.85 TOA 168.89 TOA \� ,,AA 68.53 TOA 67.80 TOA 69.64 SW 68.69 TOA I _ I �, 68.6�5 TOA �'I° / N A A 69.08 TOA 69.18 TOA 69.21 TO _ _-1Lo 68.6 FG \ •// \ 68.58 TOA / 2568.5 ^ v I I I 69.70 FG 68.03 FG A - I-- - - I A 1 � 4 T I 68.5 0 ° I 68.9 EG a � A is \ / v� % _ \P I yX \ 2569.9 FF 2569.9 FF \`16 / / cj /� // V I j68.86\ TOA \ 2569.1 DG 2569.1 DG I I 2570.0 FF I I I 7 / / 2569.2 DG I I I 69.39 TOA G> 2569.5 FF - � ' 2\TO N I Zg6 x • a 68.9 OA 68 41 TOA CLI 2568.7 DG r �% \ // '\// Q I 69.11 A io - - - I - ✓ I I o ° • • . • � �V / V y � \ 69.78 SW I _ • / � � � / 8.89 TO � 6 6 c� I I .. . � 69.16 TOA L----.� _� _ 256 9 . 70 FF I � 68.7 FG T - =� --- � _ i L - - - - - _ CB E.S.11Al2 I I I I -�t686 TOA 68.62 GRATE � I s9 I I \ , 67.97 GRATE - - I : , 4 2568 . 90 DG / v v / / I �- - _ y 3.s9 I o CB �W 13 P F _ 69.30 TOA I o a T �dl O0 I \ / 69.61 SW 9. 0 OA 0 6 0 • \ // 68.50 TOA \ \ 68.79 TOA o .a 68.44 TOA / II 2569.11 DG I I a I I i W 2569. FF � 2569.9 FF - I � 2569.1 DG 2569.9 FIF - -L - 2569.1 DG � 2570.0 FF 2569.2 DG I %686TOA ® I I 1 . 69.12 TOA 69 I N I 1 8 $ .03 TOA 38.92 A ® 25' 20' 8 4q j / 69.80 G10 68.84 TOA 68.95 TOA 68.65 TOA 68.65 TOA ° • 1. 68.71 TOA - - - - - IR d IR IR IRR IRR IRR IRR 68.90 TOA IRR IR IRR P ,I 69.3 FG \ 68.68 TOA IRR IRR IRR [69.3 EG] I 68.81 TOA 6 68.71T0OA 69.5 FG N88.29�39"W 480.429 IR RR IR IRR IRR IRR IR P - 68.93 A [69.4 EG] 69.6 FG [69.5 EG] 69.7 FG 669.55 OTOA [69.7 EG] 69.6 FG_7 I 69.40 TOA [69.7 EG] I II 69.24 TOA I DATE: � i 3-15-2021 C 0019E 023 i SHEET 4o7 C� Q oM 1 � Q 0, � E N w ■- Z co Z •- a N 257 2574 L LI z W � L.L. W w _ z w Ld �� w 257 O W aco 2572 _j cn o w w 257 Q = 2570 �SO4AL FNG Q� 03/15/2021� 256 2568 FINAL GRADE -- OF RP�� Ns. 0 CHECKED BY: 256 - - - 2566 DAVID A. BAILEY P.E. - - - - DRAWN BY: - - - - KSC - - - - - - - - - - - - - - - - - - - - - - - - 256 - - - - - - - - - 9 LF 15" 2564 35 LF 15" SDR 35 ® 0.41 122 LF 15" SDR-35 ® 0.50% 127 LF 18" SDR-35 0 0.50% 2561156 F 18" SDR-35 ® 0.2 % C-9 o ® 0.30% 2562 0 STA: 2+00.00 n INV: 2560.60 CB W.3 CB W.5 N TA:6+38.50 ST :6+95.51 0 256 IM:2566.8s 2560 0 „ CB .1 CB W.2 SUMP:2561.64 SU P:2561.90 w 20 L 18"1 2 ST :5+14.67 INV IN:256 .64 15"S IN IN:2562.90 15"SE N o SDR-35 ® .27% RIM:2565 01 RIM 2565.28 INV OUT:2562.64 15"N I N IN:2563.07 12"SW W o SG TRAP 1S SUMP:2560. 7 SU P:2560.79 IN OUT:2562.9 15"NW � Z 255 STA'2+2 .92 INV IN:2561.47 1 "E INV IN:2562.04 15"S rloz 2558 T-2561.4 18" 1 LF 15" w SUMP:25 9.65 ST :6+75.71 INV I : 2 6165 18"s WEST S TRUNK PROFILE RI :2566.91 INV OUT: 561.00 18"N H R: I "= 0' SUMP:2561.82 INV OUT: 560.65 18" IN IN:2562.82 15"SE _ 255 E R: 1 "_ ' IN OUT:2562.8 15"N 56 11 25 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 e SEE SEWER & WATER SHEETS 5.1-5.5 FOR UTILITY CONFLICTS o 257 2572 w 257 2570 FINAL GRADE 256 - - - - - - - - 2568 - - o EXISTING GRADE � 256 2566 65 LF 1 " 106 LF 12" 62 LF 12" 50 LF 1 " SDR-35 ® 0.34% 93 LF 1 " 79 LF 12" SDR-35 ® 0.24% SDR-35 ® .247. SDR-35 ® .2490 256 F 15" SDR-3 00.35% SDR 35 ® 0.26 2564 CB W.9 CB W.11 256 STA:10+43 01 2562 RIM25677CB W.1 RIM:2567.76 STA 13+35.21 W CB W.8 LSUM*P:256*3'.19 STA:11 08.39 SUMP:2563. 6 IRIM:256,?62 8 RI :2567.97 0 L d STA:9+62.3 INV IN:256 .19 12"SE RIM:25 7.86 CB W.7 RIM:2567.7 INV IN:2564. 6 12"SE SUMP:2 63.62 SUM :2563.97 0 Q = lc�c B W.6 INV IN:256 .19 12"SW SUMP:2 63.34 (� TA:7+8 .07 STA:8+6 .76 SUMP:2562 75 " INV IN: 564.34 12 SE INV OUT:256 .46 12"NW INV IN:2 64.62 12"SW INV OUT:2564. 7 12"NE RIM:256 .61 INV OUT:2 64.19 12 N IM:256 .86 INV IN:256 .92 12"SEINV 564-34 " INV OU 2564.62 12 NW 256 CO SUMP:2 62.27 " INV OUT:25 3.75 14 NW 2560 INV IN:2 63.27 15"SE INV IN:2 63.55 14 E P /� + = INV OUT 2563.27 15 NW INV IN:2 63.72 12"SW �J J r--- 89 LF 15 INV OUT:2563.47 15" W DATE: 255 SDR-35 0 0.41% 2558 3-15-2021 PROJECT: WEST S TRUNK PROFILE rC2019-023 Q H R: 1 "= 0' SHEET ER: 140871 255 60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10 00 10 20 10 40 10 60 10 80 11 00 11 20 11 40 11 60 11 80 12 00 12 20 12 40 12 60 12 80 13 00 13 20 13 ?��56 C� Q oM 1 � Q 0, � E N w ■- Z co Z •- a N W Z � cc W W Ww w U � W am cno ww 257 2572 257 2572 257 2572 � w �S�pNAL FNG Q �G\S TE,Q�o'�'� 257 2570 257 2570 257 FINAL GRADE 2570 03/15/2021 FINAL RADE N� H2 FINAL GRAD 9�F OF'� - ���'�N CRP�C� 256 2568 256 2568 256 - - _ - 2568 S. - - EXISTING GRAD CHECKED BY: - - DAVID A. BAILEY P.E. DRAWN BY: KSC EXISTING GR4,DE 256 2566 256 63 566 256 2566 EXISTING GRADE 80 LF 12" 12" 80 L SDR-35 0,40q� SDR-35 0.4090 256 12 2564 256 2564 256 2564 SDR-35 0.407 0 F n 256 2562 256 2562 256 2562 N A:10+43.01 0 B W.7.A CB W.7 C 3 W.9.A RIM:2567.76 A:2+82.55 TA:8+66.76 STA:2+82.55 S MP:2563.19 IM:2567.64 RIM:2567.61 RIM:2568.04 INV IN:256 .19 12"SE N o CB W.S.A INV IN:256 I 12"SW W 256 CB w.5 2560 256 SUMP:2563.0 " L2560 256 SUMP:2563.51 2560 � Z R M:2567.02 IM:2567.01 I OUT:2564 04 12 NE INV IN:256 .55 14"SE I OUT:2564. 1 12"NE IM:2567.04 S MP:2562.39 SL MP:2561.90 INV IN:256 .72 12"SW INV OUT:2563. 9 12"NE INV IN:256 .90 15"SE INV OUT:25 3.47 15 NW W INV IN:256 .07 12"SW 255 " 2558 255 2558 255 2558 WEST S - W.5.A SPUR PROFILE WEST S - W.7.A SPUR PROFILE WEST S - W.9.A SPUR PROFILE LWHOR: "=20' HOR. "=20' HOR. "=20' e VER: 1 "=2' VER: 1 "=2' VER: 1 "=2' 25 +00 2+80 2+60 2+40 2+20 2+00 1 0 +8�556 25Y+00 2+80 2+60 2+40 2+20 2+00 1 +8�556 25 +00 2+80 2+60 2+40 2+20 2+00 1 +8�556 SEE SEWER & WATER SHEETS 5.1-5.5 FOR UTILITY CONFLICTS o I r 257 2570 257 2570 II�� 256 2568 2568 2568 r � FINAL GR DE :71 256 2566 2566 FINAL GRADE 2566 e o 256 / 2564 256 _ - _ - - - 2564 / - EXISTING GRADE EXISTING GRADE 138 LF 12" 2" 73 LF 2" 30 LF 12" 256 1 5 LF 12 2562 256 _ 6 L 1 _ OX S R-35 ® 0.50% STA. 2+00.00 40 L 15" C-9 0 ® 0.39� SDR-35 ® 0.249i; INV: 2560.55 SDR-35 0 0.17% 256 2560 256 2560 STA: +93.90 CB CEN.2 RIM: 565.50 STA:3+64. CB CEN.3 SUMP: 560.95 0 SG TRAP CEN CB CEN 2 0 RIM:2564.45 IN IN:2561.95 12"NE 255 STA:2+44. 0 STA:3+64. 2558 255 CB CEN.1 SUMP:2560. 1 A:4+19.50 RIM:2564.60 INV IN:256 .28 8"S 2558 SU M P:2559.62 SUMP:2560. 1 RIM:2564.74 INV IN:2561. 1 12 SUMP:2560.59 IN OUT:2561. 5 12 INV IN:2561. 1 12"E INV IN:2561.59 12"E CB CEN.5 P /� INV IN: 560.97 12"S INV IN: 561.41 12 SUMP:2560.7 INV OUT:2561.41 12"N INV OUT:2561.59 12"W STA:5+26.52 �J , INV OU :2560.62 15 N INV IN: 561.41 12 E INV OUT:256 .74 12 E RIM:2565.50 INV OU :2561.41 12 N SUMP:2561.10 DATE: 255 2556 2556 INV OU :2562.10 1 "SW 2556 3-15-2021 PROJECT: CEN S - N - RUN PROFILE CEN Sl E-W RUN PROFILE HOR: 1 "=20' HOR: 1 "=20' SHEET VER: 1 "=2' 25 VER: 1 "=2' 25 2551 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 54 2551 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 54 C� Q oM 1 � Q 0, � E N w ■- Z co Z •- a N Lu Z � cc W � Ww w U � W am cno ww V � w 257 W 2572 O Ld 0 N O (n 257 = 2570 Q 03/15/2021 17882 9�F O Cc) � �N S. CRP\ 256 2568 Q CHECKED BY: DAVID A. BAILEY P.E. FINAL GRAD DRAWN BY: KSC 256 - - - - - 2566 256 - - - 2564 _ - EXISTING GRADE 99 LF 12" 68 LF 12» S R-35 0 0. 0% " 33 LF 15" S R_35 ® 0. 5% o Al LF 15" 7 SD -35 ® 0.2 % F LF 15 256 " 2 LF 16 SDR- 5 ® 0.30% C-9oo ® o 2562 . 5% N LF 8" SDR-35 ® 0.20% W 0 STA. 2+00.00 SD 35 0 0.20% INV: 2560.60 CB E.S.6 w a STA:6+6 .03 N o RIM:2566 00 W o 256 CB E.S 3 STA:4+61.4 2560 Z ST :5+95.41 INV IN:2 62.93 12" CB E.S. CB E.S.2 STA:3+ 8.38 RIM:2565.20 LRIK :2566.23 INV OUT: 562.93 12" W STA:2+81.3 STA:3+45 42 RIM:L561.64 SUMP:2560. 5 SU P:2561.18 W SG TRAP E.S SUM4 INV IN:2561 85 15"S IN IN:2562.43 12"SE RIM:2565.27 RIM:2565 20 ST :2+35.39 SUMP:2560. 9 INV 15 S INV IN:2562 43 8"W IN OUT:2562.1 15"N255 SUMP:25 .41 " " 2558 SUM :2559.66 INV OUT:2 1 2. 16 SE INV IN:25 1.50 15"SEIN I ' I V IN:2561.0 18"SE INV OUT:25 1.09 18"NW INV OUT: 561.41 16"NW EAST SID TRUNK PROFILE LL w J� INV OUT:2560. 6 18"NW H R: 1 "= 0' e 255 ER: 1 "_ 2556 0 Z +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 SEE SEWER & WATER SHEETS 5.1-5.5 FOR UTILITY CONFLICTS o I r 257 2572 � I� 257 FINAL GRADE 2570 256 - - - - 2568 -j - - _ - EXISTING GRADE o 256 2566 32 LF 12" C-900 .66% 91i LF 12" S R-35 ® 0. 0% r SDR- 5 ® 0.60% 256 2564 30 99 LF 12" SDR SDR-35 ® 0.40% CB E.S.9 CB E.S. 0 STA:8+93.51 RIM:256 .3 8 CB E.S.11 0 F- C E.S.8 RIM:2567.94 SUMP:2 64.01 STA:10+21. 6 256 " INV IN:2 65.01 12" 2562 LRIM:2567.73 I V IN:2564.85 12 S SUMP:2563. 2 0 = CB E S.7 SUMP:2563.29 I V OUT:2564.85 12"N INV IN:2 65.01 12 INV OUT:25 5.62 12"N . (n STA:7+6 .77 " INV OUT 2565.01 12 N O RIM:256 .36 I IN:2564.29 12 S O (n SUMP:256 .32 I OUT:2564. 9 12"NW 256 = 2560 INV I :2563.32 1 "E INV OU :2563.32 12 NW Q = (, DATE: 255 2558 3-15-2021 PROJECT: Q EAST SD TRUNK PROFILE C2019-023 H R: 1 "=20' SHEET ER: 1 "=2' 255 +80 00 7+ 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10 00 10 20 10 40 10 ?� 56 C� Q oM 1 � Q 0, � 2 N w ■- Z co Z •- a N W Z � cc W � Ww w U � W am cno ww 257 2572 257 2572 v � w �S�pNAL FNG G`srER 257 2570 257 2570 03/15/2021 FI AL GRAD U�) , 82 9�F O F'�\Q` 2568 568 256 7777f- 2568 S. EXIS PING GRAD CHECKED BY: DAVID A. BAILEY P.E. - - - - - - - - - - _ _ DRAWN BY: KSC 2566 EXISTING GRADE 2566 2566 73 LF 12" 2566 SDR-35 ® 0.247. 256 00 LF 12" -900 ® 0.3 2564 256 2564 CB E.S.10.A CB E.S.10.6 ST :2+25.66 CB E.S.10 STA:3+00.16 RI :2568.23 STA:9+27.28 0 RIM:2568.24 SUM :2564.07 RIM:2568.31 n 256 2562 256 " 2562 CB E.S.7 S A3+02 1 INV OUT:256 .24 12"E I OUT:256 .07 12"E INV IN:2565. 1 12 S W INV IN:2565. 1 12"W � STA:7+65.77 RIM:2567.0 24 LF 1 INV OUT:256 .01 12"N w RIM:2567.36 UMP:2562.7 SD -35 ® 0.2 % N o SUMP:2562.3 " INV OUT: 563.70 12 V) 256 " 2560 256 2560 w z INV IN:2563. 2 12 E INV OUT:256 .32 12"NW w 255 2558 255 83 558 DA E.S.7.A SPUR PROFILE SID 5. 10 S UR PR FILE JJ- J fJ- f L W H R. 1 - 0 HOR. -20 L 255 ER: 1 "_ 2556 25 VER: 1 "=2' e 5 556 0 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1 +80 1 +6A SEE SEWER & WATER SHEETS 5.1-5.5 FOR UTILITY CONFLICTS o 256 2568 256 2568 FINAL GRADE ------, J� 256 2566 256 2566 FINAL GRADE 0 256 2564 256 2564 _ EXIST NG GRADE - - e o 256 " 2562 256 2562 STA. 2+00.00 C-9 0 ® 0.20% STA. 2+00.00 INV: 2560.60 INV: 2560.60 STA. 2 97.98 256 INv: 61.13 2560 256 2560 CAP PIPE MARK TO SURFACE 22 F 18" 23 LF 12" SDR-35 ® 0.20% SG TRAP COMM SDR-35 ® 0.24% 0 STA:2+2 7.45 SG TRAP E.N CB E.N 255 SUMP:2 9.64 2558 255 2558 5 RIM:256 .33 INV IN:2 60.99 18" SUMP:255 .65 RIM:2 64 2560. INV OU 2560.64 18 INV I :2561.00 12"E INV OU 560. 5 INV 0 T:2560.65 1 "W 0 INV OUT:25 1.05 12"W o 255 2556 255 9 LF 12" 2556 S R-35 ® 0. 0% VI DATE: 255 2554 255 2554 3-15-2021 PROJECT: D FUTURE COMM PROFILE SD LINE E N PROFI E C2019-023 H R: 1 "= 0' HOR: 1 "=20' SHEET ER: 1 "_ 25 VER: 1 "=2' 25 255 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 52 255 +80 2+00 2+20 2+40 2+60 2+80 3+00 52 Q O U Q C i GRADING NOTES AND VOLUMES: Oct C 0 TOP OF FILL V FILL SLOPE J N NOTE: STRIP VOLUME [12" STRIP] = t21,726 cy CUT � � 1. CONVEYANCE SWALES TO EXTEND TO ALL DOWNSPOUT PARKING LOT EXCAVATION TO SUBGRADE (FROM STRIPPED SURFACE) L Z LOCATIONS THAT DO NOT DRAIN DIRECTLY INTO CUT TO SUBGRADE= ±845 cy Z INFILTRATION SWALE. FILL TO SUBGRADE= t2,140 cy 2. CONVEYANCE SWALES MAY SERVE MULTIPLE BUILDINGS NET = t1,295 cy FILL THAT DRAIN TO SAME INFILTRATION SWALE 3. TOP OF BANK AT POINT FARTHEST FROM INFILTRATION NET EXCAVATE UTILITIES, SD FACILTIES = t1,493 cy CUT •,�^ _o SWALE SHALL MATCH TOP OF INFILTRATION SWALE. �I H 2:1 MAX NATURAL SLOPE 4. GUTTERS MAY BE PIPED DIRECTLY TO INFILTRATION SWALES WITH USE OF NDS POP-UP DRAIN EMITTER OR CUT/FILL TO FINAL GRADE (FROM STRIPPED SURFACE) W Z w FILL SOILS - ON SITE I APPROVED EQUIVALENT. CUT TO FIG = ±333 cy 5. SWALES ARE SHOWN IN PLAN VIEW THROUGHOUT FILL TO FIG = ±27,795 cy � W MATERIAL AS APPROVED I W w BY GEOTECHNICAL ENGINEER I GRADING PLAN SET. CONTRACTOR TO ROUTE SWALES NET = ±27,462 cy FILL I NECESSARY.0 AROUND AC UNITS, OTHER OBSTRUCTIONS AS NET IMPORT = t5,538 cy FILL C3 Q0 U) I -I Z w M <5 ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL W < o m Q I J SURFACE MODELS DEPICTED ON THIS GRADING PLAN. THESE J U) - � 0 1 REMOVE UNSUITABLE I BUILDING DRAINAGE NUMBERS MAY VARY DUE TO ACTUAL SOIL COMPACTION AND SOIL w Ji O 0 MATERIAL a o + + + + + + �+ CONVEYANCE SWALE SHRINKAGE. w O BENCH HEIGHTS SHALL m NOT EXCEED 5 FEET +a + + + + + TYPICAL LAYOUT NOTE: EARTHWORK CALCULATIONS DO NOT INCLUDE CUT/FILL p+ + + �+ NOT TO SCALE REQUIRED FOR ROADWAY WIDENING(S) ALONG SITE FRONTAGE QB �H/5 OR 2' MIN + + + + + + ++ CUT/FILL REQUIRED IN FUTURE COMMERCIAL AREA. STRUCTURAL FILL PLACEMENT \ + + + C)S\(3NAL FNG KEY MUST BE PROVIDED PER IBC \ + + + + NOTE: SURFACE MODEL GRADES TO DESIGN GRADES SHOWN ON �� G\STF J107.3 IF FILL HEIGHT EXCEEDS 5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 \ + + + BUILDING PADS. CALCULATIONS DO NOT ACCOUNT FOR IMPORT OF �� Q-� RFo F� VERTICAL FEET. NOT TO SCALE \ 3/4 FREE-DRAINING GRANULAR MAT MATERIAL RECOMMENDED 03/15/2021 \ BELOW SLAB-ON-GRADE FOUNDATIONS (SEE GEOTECHNICAL REPORT 17882 \ BY MTI, DATED JUNE 25, 2019) OR IMPORT OF ANY PARKING AREA U, - SECTION MATERIAL. SITE GRADING \\\ � OF POSSIBLE DOWNSPOUT LOCATION F�F 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. 10N S. C 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A CHECKED BY: TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. DAVID A. BAILEY P.E. DRAWN BY: 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY MATERIALS KSC TESTING & INSPECTION DATED JUNE 25, 2019. 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, NOTE: DISTANCE TO STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED BUILDING VARIES. SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE ~3'~ AND/OR THE PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. �p 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL 1J zo REPORT. �JN 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS o OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. CONVEYANCE SWALE 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR BUILDING LOTS TYPICAL SECTION w OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING NOT TO SCALE N STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. > Lu o 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES � z SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. NOTES: / BANKS OF SWALE CAN BE WIDENED TO AVOID ABRUPT DITCHES BETWEEN BUILDINGS. P /� 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. GRADING CONTRACTOR/LANDSCAPER CAN SHEET v , FLOW RUNOFF AWAY FROM STRUCTURES TO n 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL INFILTRATION SWALES IN LIEU OF CONSTRUCTING V , BUILDING CODE. FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. CONVEYANCE SWALES PENDING INTERNATIONAL BUILDING CODE REQUIREMENTS ARE MET: 6" 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE DROP IN FIRST 10' AWAY FROM STRUCTURE W/ I I REVEGETATION AND PROVIDE AN ASTHETICALLY ACCEPTABLE APPEARANCE. 2" DROP THEREAFTER. w 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND e SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. W o NEAREST EDGE OF NEAREST EDGE OF NEAREST EDGE OF INFILTRATION LENS INFILTRATION LENS INFILTRATION LENS MUST BE 4.0+ FT MUST BE 4.0+ FT MUST BE 4.0+ FT W FROM EDGE OF FROM EDGE OF FROM EDGE OF NOTE: DISTANCE TO NOTE: DISTANCE TO BUILDING FOUNDATION. NOTE: DISTANCE TO BUILDING FOUNDATION. NOTE: DISTANCE TO BUILDING FOUNDATION. BUILDING VARIES. BUILDING VARIES. LETTER FROM BUILDING VARIES. LETTER FROM BUILDING VARIES. LETTER FROM 0STRUCTURAL ENGINEER STRUCTURAL ENGINEER STRUCTURAL ENGINEER WILL BE REQUIRED WILL BE REQUIRED WILL BE REQUIRED 1 10'- �10'1 =7 j ~7 o MAX WATER o MAX WATER NOTE: BSM LENS IS N DEPTH = 1.30' N DEPTH = 1.30' CONTINUOUS UNDER •• •3� - �� _ SIDEWALK CONNECTIONS. "' .31 - �, 2" DRAIN ROCK •• 3� �1 COVER (OPTIONAL) y z = - NO SOD OVER z Q �z 00 SAND LENS co CREATE POSITIVE SLOPE OF _ _ _ CREATE POSITIVE SLOPE OF CONTT. BSM LENS O..11% MINEATE PTTOI BISM LENSVE E OF _ _-_-_ 0.1% MIN TO SAND LENS 0.1% MIN TO BSM LENS _ _ _PER SPECIFICATION - CONTT. BSM LENS ----- CONTT. SAND LENS -_-_- FILTER FABRIC SIDES & TOP CONTT. BSM LENS -_-_- THIS SHEET PER SPECIFICATION - (ASTM C-33 ----- OF INFILTRATION WINDOW PER SPECIFICATION ----- THIS SHEET _-_-_ SAND REQUIRED) THIS SHEET -_-_- CAPACITY OF =-_- -_-_- -_-_- SWALE S SHOWN =---- EXCAVATE TO -_-_- CAPACITY OF EXCAVATE TO - - - / EXCAVATE TO _-_- SURFACE CAPACITY OF EXCAVATE TO _-_- CAPACITY OF INFILTRATING LAYER AS -_- - SWALE AS SHOWN INFILTRATING LAYER AS -_-_- INFILTRATING LAYER AS -_--_--_ SWALE AS SHOWN INFILTRATING LAYER AS -_-_--_- SWALE AS SHOWN SHOWN IN PLAN VIEW SHOWN IN PLAN VIEW - - - SHOWN IN PLAN VIEW SHOWN IN PLAN VIEW ^ 8.33 ft 3/ft 4.08 ft 3/ft 4.08 ft 3/ft SHEETS 4.1-4.7. BACKFILL SHEETS 4.1-4.7. BACKFILL SHEETS 4.1-4.7. BACKFILL SHEETS 4.1-4.7. BACKFILL w w WITH REJECT SAND OR w w WITH REJECT SAND, BSM w WITH REJECT SAND, BSM w WITH REJECT SAND, BSM r 0 OR -3/4" CRUSHED 0} OR -3/4" CRUSHED o g VOID CAPACITY OF OR -3/4" CRUSHED o g -3/4" CRUSHED GRAVEL g GRAVEL _g GRAVEL z SWALE AS SHOWN GRAVEL z 0 0 24" z z 24" z z 36" z z 1.80 ft^3/ft 1 g" z z 0 N N N� N J J li a z L� z z Z Z 10' INFILTRATION SWALE 10' INFILTRATION SWALE Q 7 INFILTRATION SWALE W f FILTER SAND WZ BSM 0 (SIX-PLEX SWALE) 7' INFILTRATION SWALE TYPICAL SECTION TYPICAL SECTION Q TYP I CAL SECTION TYPICAL SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CONSTRUCT SAND OR BSM AS SPECIFIED IN PLAN VIEW, SHEET 4.1-4.7. 0 BIORETENTION SOIL MIX SPECIFICATIONS NOTE: BSM HAS INFILTRATION RATE OF HIGH GROUNDWATER IS ANTICIPATED. IF GROUNDWATER IS DATE: 60% SAND 5 IN HR 4 IN HR RECOMMENDED IN ENCOUNTERED AT ELEVATIONS WITHIN 3' OF THE BOTTOM OF NOTE: NOTE: 3-15-2021 20% SANDY LOAM SILT, SAND, CLAY GEOTECHNICAL REPORT ...NATIVE THE DRAINAGE FACILITY, CONTACT DESIGN ENGINEER IMMEDIATELY CONTRACTOR TO NOTIFY DESIGN SIDE SLOPES NOTED ON SWALE PROJECT: ( ) ] ENGINEER OR QUALIFIED DETAILS ARE MAXIMUM SLOPES. 20% COMPOST MATERIAL ACTS AS LIMITING LAYER; FOR REDESIGN. UNTIMELY NOTIFICATION OF THE ENGINEER MAY GEOTECHNICAL ENGINEER TO SLOPES CAN BE SHALLOWED BY C2019-023 INFILTRATION RATE OF 4 IN/HR USED RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. REFER TO WITNESS EXCAVATIONS TO EXPANDING TOP OF BANK AS SHEET NOTE: BSM MUST BE IN CONFORMANCE IN DRAINAGE CALCULATIONS. GEOTECHNICAL REPORT BY MTI, DATED JUNE 25, 2019. FREE-DRAINING MATERIAL. PROVIDE NECESSARY/DESIRED TO SMOOTH WITH BOISE CITY STORMWATER DESIGN 24 HOURS MINIMUM NOTICE FOR GRADING AND AVOID ABRUPT MANUAL, APPENDIX C. OBSERVATION(S). GRADE CHANGES OR CONTOURING. C� Q oM 1 � Q 0, � 2 N w ■- Z co Z •- a N W Z � cc W C/) Ww w U � W a00 C/) o ww V � w �S�pNAL FNG �G\S TE,Q�o'�'� F 03/15/2021 9�E OF EMBANKMENT AND DIVIDER PROVIDE METAL CLEANOUT LID TO BE FLUSH CHECKED BY: BERM MATERIAL PER SOILS END SECTION W/ WITH LANDSCAPE OR DAVID A. BAILEY P.E. ENGINEER AND COMPACTION TRASH RACK & ASPHALT/CONCRETE DRAWN BY: TO 95% REQUIRED (PER RIP RAP AT PIPED KSC AASHTO T180). INLET(S) PROVIDE GRADE RINGS 2563.50 AS NEEDED 12" MAX I � _ TOP OF STRUCTURE -FP' STRUCTURE TO BY PRECAST SUPPLIER HAVE HS 25 TRAFFIC w 3.5H:1V BIORETENTION SOIL MIX SPECIFICATIONS RATED TOP. rTOP 0o w I I_ 60% SAND OF BAFFLE ~ 20% SANDY LOAM (SILT, SAND, CLAY) 20% COMPOST ENTIRE BOTTOM IS BSM LENS I I- NOTE: BSM MUST BE IN CONFORMANCE zo 2560.50 WITH BOISE CITY STORMWATER DESIGN BAFF LE F Z - MANUAL, APPENDIX C. a - MIN. 3' SEPARATION SPACING w ED m ' FROM SEASONAL HIGH J OF BAFFLE BOTTOMENV w 0o NOTE: BSM HAS INFILTRATION RATE OF G.W. 5 IN/HR [4 IN/HR RECOMMENDED IN \��,O GEOTECHNICAL REPORT]...NATIVE 2557.50 MAX MATERIAL ACTS AS LIMITING LAYER; Ld INFILTRATION RATE OF 4 IN/HR USED V) o VARIES, EXTEND 12" MIN INTO INFILTRATING HIGH GROUNDWATER IS ANTICIPATED. IF IN DRAINAGE CALCULATIONS. TYPICAL > La z LAYER WHERE LENS IS SPECIFIED. BACKFILL W/ GROUNDWATER IS ENCOUNTERED AT ELEVATIONS SAN D f G R EAS E TRAP REJECT SAND, -3/4" CRUSHED GRAVEL, CLEAN WITHIN 3' OF THE BOTTOM OF THE DRAINAGE PIT-RUN OR BSM. NEAREST EDGE OF FACILITY, CONTACT DESIGN ENGINEER IMMEDIATELY INFILTRATION LENS MUST BE 10+ FT FROM FOR REDESIGN. UNTIMELY NOTIFICATION OF THE PRIVATE (PER I S PWC S D-624) EDGE OF BUILDING FOUNDATION. ENGINEER MAY RESULT IN ADDITIONAL COSTS TO V THE CONTRACTOR. REFER TO GEOTECHNICAL 40 0 20 40 80 -NTS- I CONTRACTOR TO NOTIFY QUALIFIED REPORT BY MTI, DATED JUNE 25, 2019. NOTE: J B0170M GEOTECHNICAL ENGINEER AND/OR PROJECT CONTRACTOR TO NOTIFY DESIGN ENGINEER ENGINEER TO WITNESS POND EXCAVATION. GEOTECHNICAL OQENGINIE R TO SCALE IN FEET TABLE OF SAND AND GREASE WITNESS EXCAVATIONS TO 1"=40' TRAP DIMENSIONS Q TYPICAL PRIVATE INFILTRATION FREE-DRAINING MATERIAL. PROVIDE BASIN SECTION 24 HOURS MINIMUM NOTICE FOR OBSERVATION(S). VAULT SIZE BAFFLE INV. IN. TOP OF INV. OUT 19 LF 18" SDR-25 00.25% -NTS- DESCRIPTION (GAL) SPACING (IN) BAFFLE INV ®SG TRAP W-1: 2560.55 INV ®POND: 2560.95 S&G TRAP #W-1 1000 20 2561.00 2560.90 2560.65 Q -------------------_ W. MILL AVL. S&G TRAP #W-2 1000 20 2560.95 2560.85 2560.60 - - - - - - - . - - - - - - -' - - - - - -- - - - - - - - - - - - - - - - - - - - - - - S&G TRAP #CEN 1000 20 2560.97 2560.87 2560.62 p � 532' 2 LF 18" SDR-25 02.50% o - 2563.5 S&G TRAP #E.N 1000 20 2561.00 2560.90 2560.65 INV ®SG TRAP W-1: 2561.00 0 2560.5 2560.5 INV ®SG TRAP W-2: 2560.95 _ o ' '2563.5 - 2560.5 S&G TRAP #COMM 1500 24 2560.99 2560.89 2560.64 Q S&G TRAP #E.S 1500 24 2561.01 2560.91 2560.66 Z r -l � �� p f• -- - \ -- I 'NORTH POND' PLAN VIEW 1"=40' o I z W 0 z Q Q o L.L V DATE: 3-15-2021 PROJECT: C2019-023 SHEET ■ Q O U Q c i MENEM co Oct N J N 2'-0" Z -0 L � 7" 10" 1'-2" 1" BATTER W Z WIDTH PER PLAN 1/2" R. 6 1 Z FULL BOND WITH RE ZI— ° TOOLED JOINT N WELD 1000 EPDXY IN 1" R. CONCRETE " MENEM 1" BATTER ACCORDANCE WITH THE " R=1/2 MANUFACTURERS o R=1/4" R=9 — o g PAVEMENT SPECI— FICATIONS. v ° ° ASPHALT MAT cV = (� w W Z SEE D-2 � � � � 1.75% f.25% SLOPE � N �11IIIIIIIII1 � � � . Lij x x x a �x x x x III—III—III=III 8" 1-11 11 1 v M w�+ � og o xoo o�xxx xx xx'°`xx xx xx*xxxx x xxx x xxx x 0 x�k�x�o % x ASPHALT PAVEMENT NOTES: NATURAL - � �� a v • v • v �p W � �x EARTH GRAVEL o • = Z w X X XR x x x A. GRADE AND ALIGNMENT TO BE ESTABLISHED BASE 6 a , v • ■� x xxx x SLOPE PER PLAN BY THE ENGINEER AND THE PUBLIC AGENCY l j v xxx x HAVING JURISDICTION. 1 Z M x x x 6" EXTRUDED CURB DETAIL N W o 00 2" OF 3 4" MINUS �°' N x x B. CONTINUOUS PLACEMENT PREFERRED, SCORE -NTS- _ ui CRUSHED GRAVEL x x X. x INTERVALS MINIMUM EIGHT FEET. w -i C. MATERIALS AND CONSTRUCTION IN NOTE: AGGREGATE BASE NOTE: CONSTRUCT VERTICAL w NOTE: CROSS SLOPE SHALL NOT EXCEED COMPLIANCE WITH ISPWC SPECIFICATIONS. THIS DETAIL IS SHOWN AS ALTERNATE TO CURB W VERTICAL CURB DETAIL THIS SHEET. SD-701/ GUTTER PER ISPWC THICKENED EDGE SIDEWALK DETAIL 2.00% AT ANY SIDEWALK, HANDICAP D. BACKFILLS AS PER ISPWC SECTION 706. CONTRACTOR SHALL OBTAIN APPROVAL FROM PARKING OR OTHER ACCESSIBLE ROUTE - ENGINEER IN WRITING FOR ALL PROPOSED —NTS— THERE IS NO TOLERANCE ALLOWED ABOVE E. SECURE RIGHT OF WAY PERMIT BEFORE LOCATIONS. pNAL FNG 2.00% CONSTRUCTION IN PUBLIC RIGHT OF WAY. ROLLED CURB & REFER TO LANDSCAPE PLANS FOR ANY GUTTER QUO �03/15/2021� 6 VERTICAL CURB N O CURBING SPECIFIED OUTSIDE [OR DIRECTLY ADJACENT TO] DRIVE LANES. SECTION 17882 GUTTER - SD-701 A NOT TO SCALE NOT TO SCALE r 921 OF \0 Q) /N S. CAP\ CHECKED BY: DAVID A. BAILEY P.E. HANDICAPPED PARKING SIGN DRAWN BY: (VAN SIGN AT VAN STALLS) KSC SIDEWALK / \ 7 1 F ' 9'-01, 7'-0' 9' SL. SIDEWALK SL. 1: 14 C�Re 1: 14 2 1/2" ASPHALT SIDEWALK �sr.� �lSp� 4" OF 3/4" MINUS CRUSHED SD z AGGREGATE ��0� - ASPHALT o�o�o�o��%� 9'-0„ 12" OF 6" MINUS PIT RUN (PARKING) 0 000000��� 0000000000� 14:1 MAX _\ 9'-0" WIDE MIN. AT VAN DETECTABLE WARNING ACCESSIBLE STALL SEE z o Q = ISPWC SD-712 24" DEEP SITE FOR DIMENSIONS o PARKING LOT o w MIN. FULL WIDTH SIDEWALK LANDING.F Lio Li SECTION \ NOT TO SCALE w o i � z NOTE: CROSS SLOPE SHALL NOT EXCEED HANDICAP RAMP DETAIL NOTE: 0 2.00% AT ANY SIDEWALK, HANDICAP —NTS— -- PARKING OR OTHER ACCESSIBLE ROUTE - SIGN VERBIAGE AND �� THERE IS NO TOLERANCE ALLOWED ABOVE STRIPE COLORS TO a \01 2.00% COMPLY WITH STATE AND/OR FEDERAL REGULATIONS. I ' I 4" PAINTED STRIPE, TYP. W J� e WIDTH PER PLAN o W 1.75% f.25% SLOPE CONCRETE x x °x x x xxx xx xxxx xx x xx x� x x x x xx x xx x x xx x x xxx x xx x x x *x x x x v '�` x x x x x x x x,p,x x 2" OF 3 4" MINUS 0 CRUSHED GRAVEL STANDARD MEANDERING SIDEWALK DETAIL -NTS- Q 0 NOTE: CROSS SLOPE SHALL NOT EXCEED 2.00% AT ANY SIDEWALK, HANDICAP PARKING OR OTHER ACCESSIBLE ROUTE - THERE IS NO TOLERANCE ALLOWED ABOVE 2.00% 0 z o III I d o Q DATE: 3-15-2021 PROJECT: C2019-023 SHEET KEYNOTES V C o EXIST. CURB,NOTE: O FIELDHVERIFY PRIOR TOUTTER CONSTRUCTION SIDEWALK = 0 c SECTION PRIOR TO CONCRETE SUBCONTRACTOR VERTICAL CURB & .. Q 00 a, LINE ROW MOBILIZATION TO SITE: GUTTER & SIDEWALK O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2) FOR 1% V NI r T 1. SAW CUT EXTENTS SHALL BE MARKED, WITH W/ 1' FLAT LANDING TO 4% CROSS SLOPE (PER. ACHD SD-806, _ w 58'-0" (48' WHERE TURN LANE DOES NOT EXIST) EXTENT OF SAWCUT APPROVED BY ACHD. [SEE ROAD SECTION SD-301, & SD-303) ■i Z F co 2. DEVELOPER TO ORDER SURVEY [AT THIS SHEET] 30 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. DEVELOPER'S EXPENSE] TO PROVIDE ELEVATIONS 5% Z Z AT SAWCUT LINE EVERY 20 LF AND AT EVERY 0 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. GRADE BREAK. MIN 3' BOTTOM OF 49'-0" TYP (36' NO TURN LANE) 3. PRIOR TO SETTING STRING LINE FOR CURB, BSM TO HIGH ■ 1'-9" NOT USED a o MIN Q FLAT LANDING CONTRACTOR SHALL VERIFY 1%-4% 4: �:� GROUNDWATER 50 REQUIRED ON SIDE 2'-0" (� N CUT LINE CROSS-SLOPE AT ALL LOCATIONS IN WRITING = w OF SIDEWALK NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES Z � MIN. 2 FEET CUT APPROX. 34' EX. WITH SURVEYOR AND/OR ENGINEER. SHALLOW INLET SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR W PAVEMENT 13'-0" TYP 2'-0" 7'-0" 2'-O°° 4. FAILURE TO VERIFY CROSS SLOPES SHALL & 8" C-900 24" BIORETENTION SOIL SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM OF EXISTING EDGE IN- do BE CAUSE FOR REWORK AT CONTRACTORS PER KEYNOTES MEDIA (BSM) (TYP) THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS W w OF PAVEMENT 1.75% EXPENSE PER GENERAL NOTE 18. SHALL NOT EXCEED 5.00%. Z w f� BIORETENTION SOIL NATIVE MATERIAL - 1-4%_ MEDIA (BSM) 3 7'-0" 7'-0" 1 -0 (SCARIFY SUBGRADE NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE Z `" Zo -___________ - COMPACTED TO 95% 3" MIN BEFORE BSM Z � M WARNING PER ISPWC SD-712. 4" OF 3/4" BASE DENSITY on on o0 LI.� a 00 INSTALLATION) 7' WIDE 5" THICK CONCRETE SIDEWALK (ACHD BIORETENTION SWALE: CHOKER LAYER ASTM #8 © CB #4 - INV El 2565.85 W/ 1' SUMP PER ACHD J C 5" ASPHALT PAVEMENT SP-3, 6" VERTICAL OPEN-GRADED FRACTURED SD-715A. CONSTRUCT 17 LF 8" C-900 ® 0.59% TO �_ "' J SD 709) SURFACE STORAGE VOLUME 12.25 CU.FT./LF a, 0.50 INCH (1/2") MIX, PG 64-28 CURB (ACHD SD SUBSURFACE STORAGE - 1.2 CU.FT/LF AGGREGATE BEDDING BIOINFILTRATION SWALE #4. a 701) TOTAL STORAGE - 13.45 CU.FT/LF COURSE 2" THICK (QP100=0.80 cfs, QP25=0.58 cfs) �"� w 4" -3/4" AGGREGATE BASE ADDITIONAL GRAVEL EXTEND 4" MINUS AND INFILTRATION RATE - 2 IN/HR STORAGE: -3/4" CRUSHED 26" -6" PIT RUN PITRUN 6" PAST CURB. TOTAL CAPACITY = 1,291 FT^3 GRAVEL OR CLEAN PIT-RUN (TYP.) V100 = 1,075 FT-3 CS\pN A L Fiyc SEE STRIPING PLAN, SHEET 4.16 �`� G\STE i� PROVIDE SECTION PER CONSTRUCT BIORETENTION SWALE �Q�, F THIS SHEET OR MATCH PER ACHD BMP 30 (2017 ACHD TEN MILE BIORETENTION SWALE TYPICAL SECTIONO3/15/2021 EXISTING TEN MILE STORMWATER DESIGN GUIDELINES) SECTION - WHICHEVER TEN MILE (PER ACHD BMP 30 1 882 IS GREATER TYPICAL WIDENING SECTION NOT TO SCALE W. PINE AVE. N NOT TO SCALE 9TF OF \ 1N S. c�P�c� CHECKED BY: DAVID A. BAILEY P.E. < ' DRAWN BY: o JBD I III I III Q � I w z r��� �� ����/r v�r FTC _---------- ----- - - -- ---- ------ - - - - ------ -- -- --- - --- ----------------------------------- ------------------- =_---- ======== as as as as as I o Z0 -M M M M M - - - INDEX MAP _ - - - - _ 1"=300' o - - - - --_�= ----- - _- ------ _- -----°S ---- o _ as as as LLI 10 ------ _ _� - _ \ - ----------- ---------- ---------- _ _- _ - --- -- - _ asp as � as as as �� --------= C-------= C-------_ \ r- _ - ------ �- C- -----C C-------= C-------= C--------_ 0) ` r N Q - - - 2 1 , La lM?J�- -��M21 lMa � 2J_ N�-Ma co �d� O�o - - - - - -0 - - - O� - - - - -1 � � LE - -------�"� - - _- -� � �MN �'J,..I- -lML '6 -lM?J lMa lMa IM?J /� --------- / -+- I - - Lo -- ------------- _ _ -- -- - - -- e�-- ---a -- - - --- - I o Cff ti � - o \- 2+87.13 0 i u 2 67�88 TVC - , 0 5+69.67 � 91.31 - - ° v 4 2567.48 EX. TVC' � � � o� 3 2567.90 TVC I_ R25. [MATCH EXISTING � 2567.59 TVC GRADE 1,!'� �� 5+44.75 62567.98 TVC �,, 2567.57 TVC - Wti' BREAK � \ IF 3+91.98 \ 4+90.14 4 - - 2567.57 TVC 2567.08 TVC 5+10.75 U) 2567.48 TVCLIJ AI - - - - - - - �� �i ; � II _ I I / ----- ----- \ J ------ ------ ----ll 30 0 15 30 60 ml U � I ® 11 l Z / L____�Il JI ;i SCALE IN FEET II II II , I �,��� � ® ll I ll I ll I / SEE SHEET 4.6 ;; !! 1 =30 257 2574 0 • C9 N O O Q o O Z O� Z � I O'_ � 257 o r, _ �' 2571 �y OON +N O 0000 7 p,cOX L.L +N W a +N CEO~ +C14 N = Q W = EXISTING GRADE M +N O O = a W H N W 2 AT ROAD a Q NWa _ _ _NJ_ _ Q z - - - - a-JO NW W 256 _ _ - - - - - - - -- - - ____ - --_ - - - -- - - - - - - - En1Io _ - - - - - - - 2568 EXISTING GRADE EXISTING GRADE AT SA CUT LINE 2565 AT EW EPAT-T7 2565 N W EP 0 z 2562 2562 W Plans Are Accepted For Public Street Construction DATE: 2559 By stamping and signing the improvement plans, the Registered 3-15-2021 Engineer ensures the District that the plans conform to all District PROJECT: Ten Mile tv V I e E P PROFILE FILE policies and standards. Variances or waivers must be specifical- C2019-023 L ly and previously approved by the District in writing. Acceptance H R: "_ �' of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. V E R: 1 "=3' BY DATE: 255 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+ +00 70 6 56 ADA COUNTY HIGHWAY DISTRICT STRIPING & SIGNAGE KEYNOTES = 9 Q O n O NOT USED a rn ` ♦1 N 'rn V N N O NOT USED = w 03 NOT USED Z ® NOT USED = •- a O BIKE LANE AT INTERSECTION PER ACHD DETAIL #12 N © NOT USED W Z O NOT USED LW F_ W ® NOT USED W U � O TURN ARROW MUTCD FIGURE 313-24 (B) Z W Lij 0 ® HELMETED BICYCLIST BIKE LANE SYMBOL & ARROW PER J C/) o MUTCD FIGURE 9C-3B. MARKINGS TO BE CENTERED IN ui J BIKE LANE. 0 NOT USED W NOTE: SEE SHEET 3.1 FOR SELECT STRIPING OBLITARATION �S�pNAL FNG �G\S TE,Q�o'�'� F 03/15/2021 W. PINE AVE. 17882 9�E 0 FL��7` P/ S. CRP�c� N CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: JBD Of J_ Z W H Z INDEX MAP F 1"=300' U 0 W W Q V) o z z Q 0 0 W W _ }_______________----_-----------------_-\=- - -- -_____=- _______________===___===_//[ --------f------- h-- \ - - - - -- - - - _ - - ______- —as as as as as as I ———_ - - - - - - 0 0 -- -----�_ � ------ =- -----°S _ - as--- - - - - - - - - - - - - _- - as - - -as - - as - - - - - - - - -_- - = - - - �- as as as as - - _ - - - - - - - _ _ _ _ - - - - _ -'\ _ _ _ _ _ _ _ _ NOTE: UTILITIES OTHER _ - � - - - - - - - - 5 `n� -I�t� ��nl �I C -pn -� THAN STORM DRAIN NOT eq -- _--===-----=o� - - - - - - - - - - -o -- -- -- - - - - - - - - - - - - o - - - - - - - - I `) N- CL RD.� - - - - - - - - - - - - - �\ SHOWN FOR CLARITY. ------ - - - ---------- -- ----- N --------------'_— ------ ------ _ _ b — 4 — __ 0 -----------------------— 10 \ L0-77 /— — — — — — — — — — — — — — — — — — • • , ���\ III � "' n — — — — — — — — — — — -- j — - - - - - - — — — — — z I I � A I Z i I ( i U O II / I - - SEE MILE HIGH 1L ONSITE PLANS W o m / ; -- -,i 9 isnOHNM01, X3�d,i / Q ® Od0 Od0 Od0 „ Od0 Od0 Plans Are Street Construction d For Public 1 SEE MILE HIGH 'I .�._ • •• By stamping and signing the improvement plans, the Registered ONSITE PLANS I'' J \ / ,• •.�, ', �.';• Engineer ensures the District that the plans conform to all District fit policies and standards Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance DATE: of the improvement plans by the District does not relieve the N. RANGEVIEW; LN� _PRIVATE Registered Engineer of these responsibilities. 15_2 2I PROJE- - r - / —o BY YADA COUNTY HIGHWAY DISTRICT DATE: C2019-023 I� 30 0 15 30 60 SHEET SCALE IN FEET 1"=30' _SS SS ce) E ■ - - - CID - - - - - - - - - - - - - - - - - - - W. PINE AVE. CMO - - - - - - - - - - - - - - - - - - - - - - - KEYNOTES - - - - - _ - - - - - - - - - - - - - - - '\ V N �M �Ma r � - - 1 REMOVE EXISTING BLOW-OFF ASSEMBLY � T \ --_-- -_- ---- -_--- - - ---- - - - AND CONNECT TO EXISTING 8 WATER LU = __ _ ---- - MAIN [SEE OFFSITE MILE HIGH PINES ■i Z ~ (0 PLANS FOR "EXISTING"]. CONTRACTOR TO Z FIELD-VERIFY LOCATION & ELEVATION OF o // b :; \� - ---.• `: yam ; ® i Z EXISTING WATER MAIN. COORDINATE W/ 1 u CITY OF MERIDIAN. _ NOT USED -ss ss ss 0 O3 22-1/2' BEND (MJ) W Z I J ® NOT USED `W 5 NOT USED X " z O ■� 8"x8"x8" TEE (FLG) R1 Z W M �g z ?- 8'" 00 ' VALVES (MJxFLG) W ADAPTOR (MJxFLG) � of W J iii 07 NOT USED. ♦♦�♦ 0) 9 3 V W 8"x8"x6" TEE (MJxMJxFLG) 6" VALVE (MJxFLG) L _ -- CONST. 11 LF 6" WATER MAIN FIRE HYDRANT (PER MERIDIAN SD-W8) S\pNAL FN INDEX MAP �5 c, " 1"=250' 0 8"x8"x6" TEE (MJxMJxFLG) G\STER� 11 I 6" VALVE (MJxFLG) Q 15 LF � 03/15/2021� s FIRECONST.ITYDRANT (P RATER M RIDIAIN SD-W8) 1 2 N,�G�.� NOT USED 3 iil 00 I 0 NOT USED �F�i OF P\� N POTABLE/NON-POTABLE MAIN I CROSSING. REFER TO WATER NOTE 2 N CHECKED BY: ON COVER SHEET 1.0. DAVID A. BAILEY P.E. " a ® POTABLE/NON-POTABLE SERVICE DRAWN BY: FUTURE COMMERCIAL AREA CROSSING. REFER TO WATER NOTE 2 KSC ON COVER SHEET 1.0. 3 III - nl III a II - III 3 WATER METER LEGEND " a (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 CONSTRUCT 56 LF CONSTRUCT 65 LF CONSTRUCT 95 LF & W5) IF8" WATER MAIN 8" WATER MAIN 8" WATER MAIN LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT LINE WITH FIRE HYDRANT. _ III CONSTRUCT 39 LF CONSTRUCT 104 LF 7+17.88 8" WATER MAIN 4" 29'L 8" WATER MAIN DOUBLE METER SERVICE o 8" PVC ®0.42% �. El 2558.33 I a SINGLE METER SERVICE l i 4-4"oo CONSTRUCT 35 LF ����� $ r d n ill $" WATER MAIN 6% 3 ­ F I SERVICE PIPING SHALL BE ANSI/AWWA C 901 0 III t^2 y POLYETHYLENE PER ISPWC SECTION 404.2.2.A. _ I 6+22.75 „ � �: w w w w DETACHED UNITS: 1" STREET SERVICE (SHARED, TYP), 3/4" iiii 4 341 w N. P ORIA_ PARK LN. �PRIV�TE) w w o N METER (PER UNIT), 1" BLDG SUPPLY LINE (PER UNIT) ; o Jill El 2557.98 „ o LO s-fs s s — - I- SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" W 3 iii pr ° 0 ®0.4 % I ao s o Ln w BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING Z SSMH -A-4 JG ®�' _ 1° CLUBHOUSE: 1 1 2" METER & STREET SERVICE, 2" Q / = BUILDING SUPPLY LINE W I < c> -J I cn VERTICALLY INTEGRATED UNITS: 2" METER & STREET 9 3 yyy� o• SERVICE, 3" BUILDING SUPPLY LINE. 6" FIRE SERVICE TO M M M W W W /� ,� >, • 7+58.36 •• I 155• � CONSTRUCT 72 LF. �•• .'• •''.• •� '• • . , •• ' BUILDING. l s o 8" PVC 0.42% s , ; 8" WATER MAIN El 2558.52 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD LL s s s 111 � SW-3. . ' � O W SSMH A-2 -- ---- ° o. i \� 1 FU Ice ITS NH Y OF MERIDIAN REQUIRES THAT ALL WATER e 3 - SSMH A 3 30 0 15 30 60 METERS AND WATERWORKS BRASS BE ANSI/NSF 61Ch 8" PVC 00.42% 41 O O O O \ G CERTIFIED. - 5+90.55 \N 5 O '. '4" 27'R SNEER SCALE IN FEET NOTE: El 2557.73 ALL NEW WATER MAINS TO BE CONSTRUCTED WITH "_ ' ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER o O ISPWC SECTION 401.2.2.A. ®®®257 NOTE: 4� rnrr� 574 NO yrlrlrrlrrll Im 2 N ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, I I O CONSTRUCTED PER ISPWC SD-501, J� THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 3 3 • FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF PCO 257 w w 3? z O w 2571 MANHOLE. N o 00 00 00 M + = ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC rh SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. I 00 , 0) N PO II LO N N 0C) W _j O 00 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS M rM p0 Lri* � � N p O N � Lo N U) LO N Lo N Q = 200 (SDR-21) PIPE. SEE WATER NOTE 3. NMU) � N +� ZZ = + a + (pNN � Q0)+ 10Nl 256 Qco � NH .. .. - N - - 2cON - 2568 BENCH MARKS � TBM + LnZ5 V) aid > > � a >> 2 N - O in N lr Z Z Z N - Z Z Z i - TBM 1 - 2566.69 - EXISTING SEWER MANHOLE, FINAL GRADE (n (n (n � - - - (n (n # N > > LOCATED INTERSECTION OF PINE & TEN MILE. SEE SHEET 5.1. W o - TBM #2 - 2570.47 - EXISTING RECYCLED WATER LINE 256 —— —__ _ —— _ _ ___ — 2565 VALVE. SEE SHEET 5.2. EXISTING GRADE - 256 I I 6" P-IRR STORM 18" C—D 0 2562 SL EVE O� SEE MILE HIGH PINES z 8" WATE MAIN � — OFFSITE PLANS II 255 2559 C��VI B IDIAN APPROVED FOR L li I I I�wNo 28 LF 8" PVC 00.42% CONSTRUCTION 255 30 LF —C 2556 These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. Li ST • 4+94.89 198 LF 8" PVC 00.42% This review does not relieve the owner, engineer, or contractor 2553.43 ' (202 LF C—C) of the responsibility to design and/or construct those facilities V / in compliance with all current applicable federal, state and local I 94 LF 8" DVC 00.42% laws, rules, regulations, ordinances, development agreements, DATE: 96 DATE: C—C) specifications, orders or approvals, all of which the City retains 021 255 2553 the right to enforce. Inconsistencies not noted by City staff shall PROJECT: SEWER LINE A PROFILE L49 L 8" PVC 0 .42% 48 LF 8" PVC 0.42% not be construed as approved unless specifically addressed C2019-023 �1 (53 LF C—C) (52 LF C—C) in writing by the City. Any proposed revision to these plans must H R: 1 "_ 0' be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. ER: 1 "_ ' 255 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+?j�550 Name date ■ co E o - �- '__�__`--_ --------------------------- -- ------_� - ------ O C--- ------- _ _ ___==================================== _____IL_________----- - ---------- �g�---- -- -x�- -- LJJ--� - --- T ---_____ co � ------ ---------- KEYNOTES -----------------------d----- --------- --------------------®--�---� p c i d d d d d ---------- - d d 00 'rn 301 = _ -- =301 ��\I Laa a d O REMOVE EXISTING BLOW-OFF ASSEMBLY AND ® NOT USED `QA N T CONNECT TO EXISTING 8" WATER MAIN. w CONSTRUCT 47 LF CONTRACTOR TO FIELD-VERIFY LOCATION & 1 NOT USED 8" WATER MAIN _ � ELEVATION OF EXISTING WATER MAIN. / 1 3 �: L� _ - - - - - - - - - - - - - - - - - - - - - v• COORDINATE W/ CITY OF MERIDIAN. © 22-1/2' BEND [SEWER SERVICE] Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - d� O NOT USED © 45' BEND [SEWER SERVICE] _ 22-1/2' BEND (MJ) ® 90' BEND [SEWER SERVICE] N 45' BEND (MJ) © CONSTRUCT 4" CLEAN-OUT PER ISPWC W Z �_ I 1 t I o l• t o f• SD-506A. CLEAN-OUTS IN HARDSCAPE U) ONOT USED LU cn AREAS (SIDEWALK/ASPHALT) MUST BE W w TRAFFIC-RATED CAST IRON RING & CONSTRUCT 155 LF !! 6 8"x8"x8" TEE (FLG) COVER. Z .I O 3 U) cnII II I _ J I W 1 ; CONSTRUCT 54 LF _ 8 WATER MAIN CONSTRUCT 9 LF!; CONSTRUCT 128 LF 1 s" VALVES (MJxFLG) C'3 W m _____ ' ' 1- 8" ADAPTOR (MJxFLG) NOTE: CLEANOUTS SHALL BE INSTALLED Z M I L_ I I U $ WATER MAIN ® EVERY 100 LF & AT BENDS EXCEEDING W o DI U 8 WATER MAIN 45' PER INTERNATIONAL PLUMBING CODE. �' 8 WATER MAIN I 13 0 8"x8'x6" TEE (MJxMJxFLG) J cn - CONSTRUCT 8 LF I : "I" ® 11+81.64 13 ® h - ui Ld » u Q j; ® 13 13+25.71 6" VALVE (MJxFLG) ® NOT USED 8 WATER MAIN I 4" 28'L 4" 28'L ® CONST. 10 LF 6" WATER MAIN Q f II El 2560.99 II' j II'I EI 2562.17 ! FIRE HYDRANT (PER MERIDIAN SD-W8) © POTABLE/NON-POTABLE MAIN w CROSSING. REFER TO WATER NOTE 2 4 - �.-" -.- , �' r I.: _ `• ® 8"x8"x6" TEE (MJxMJxFLG) ON COVER SHEET 1.0. - -- - ='�, •-- _ I " ' 6" VALVE (MJxFLG) SSMH A-7 >_•_ a_ ___ POTABLE/NON-POTABLE SERVICE - --_--.--._ -- - ----.-----t- --- _ ' --- --.--'--- .--- - .---•- ,. _ . � _ ,___�,_ __ _ `_•j. CONST. 5 LF 6" WATER MAIN w w w w w w w w CROSSING. REFER TO WATER NOTE 2 �pNAL F / w IV-w I w w w h•. FIRE HYDRANT (PER MERIDIAN SD-W8) ON COVER SHEET 1.0. SS NG'/ FUTURE COMMERCIAL AREA CONS T UCTWATE MAIN / o _ N• 5 RANG EVIEW�LN�PRIVATE) _s 6 - o _ _ _ g SSMH A-9 8„x6" REDUCER (MJxFLG) moo`` ����STER�a�F�, I 8 PVC ®0.42� -s s s -s s s�-s 6 VALVE (FLG) Q 03/15/2021 _ o "� o 6" 90' ELBOW MJxFLG so I 8 PVC ®0.62%I w I ( ) j II 89• C,` �_ I ��3• CONST. 5 LF 6" WATER MAIN N�� 2 SSMHt-_--�--�' - -- FIRE HYDRANT (PER MERIDIAN SD-W8) 10+00.32 / I II �1' MERIDIAN I W �:;, I.� C� 4" 29'L / I SEWER & WATER �3 i I ii I -- � I FV \ II �� o � T P r' EI 2559.53 � 7 .I I. I EASEI R SF��. �� i I I II .I MENT ''�` � I �--i 1- i i -Ji ® N S. C _- : 1.' -- 13+59.34 �: W. PINE AVE. :. �� ------_--- - ---= -- _ .I Ki �; - I ' 4„ 2TR WATER METER LEGEND CHECKED BY: 'Ao I ------ ----' - , -®- ® � - - fIIII: ' �, r �' '-" EI 2562.45 i I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 DAVID A. BAILEY P.E. Y��\ 11+22.18 2+52.96 '--- I V i __I ___ `� -' I �."'' & W5) DRAWN BY: CONSTRUCT 111 LF Q $ / �7,k I� 4" 44'R I I 4" 42'R =� --_ ¢ t I 13+01.18 ;T _ I• LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT KSC _ :' : EI 2560.80 I i _-I - Z; ---- 8 WATER MAIN �� O // , I I EI 2562.28 y I-_ � I - ' hl ® I LINE WITH FIRE HYDRANT. \ EI 2562.37 I. %Vol _ L I I DOUBLE METER SERVICE III ; Cb H Z CONSTRUCT 118 LF ! y =•i ; •; "' • " ' / \� \ •" �� I � '�� Q - _ ;$ WATER MAIN IF SINGLE METER SERVICE / \\ �/�� `` � ® I , it Y I UI ,. \ 10+23.47 I I _ I - - I' p �O/®O' / \\ ` 6" 60'R I -- i - - j.; = SERVICE PIPING SHALL BE ANSI/AWWA C 901 G / w / EI 2560.29 p I II ice. it I Z I SSMH B-1 w POLYETHYLENE PER ISPWC SECTION 404.2.2.A. Q� _ $+' \\\ 2+78.74 •F = = T 1" J DETACHED UNITS: 1" STREET SERVICE (SHARED, TYP), 3/4' d 4 13+80 04 4 //\ ` \ _ I k 4" 49'R ''� � � -- 4" 104'R y' II' METER (PER UNIT), 1" BLDG SUPPLY LINE (PER UNIT) .• I w w 141 $ \ ` L A ----- - o O / ^ \ \ ' I I II EI 2562.45 I EI 2562.32 �ti'': Ld SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" zz I ® I I BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING F p IW s s-,--ram i9 - --- I' ' I •, z CLUBHOUSE: 1 1/2" METER & STREET SERVICE, 2" v + � -_- / SSMH A-6;• / J ,' I I I I' I j '• BUILDING SUPPLY LINE W CONSTRUCT 28 LF 00 � \ !•1 , \ /, / 4 ® I Ij 8 ,W I SSMH D-6i, ___L I r I; y I, VERTICALLY INTEGRATED UNITS: 2" METER & STREET ATER MAIN ~ I \ 1 '• \ / / - - ® 3 L��' e .. SERVICE, BUILDING SUPPLY LINE. 6 FIRE SERVICE TO _ _ __ ;,'y,' : �• o / / - -� -_------ 9 6 t BUILDING. N o ------------- I } I; SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD IN X MAP -, 13+80.04 NOTE: ��� SEWER LINE D - - 1»=250' ��'• / / �/ 1� SEE SHEET 5.5 1' I EI 2563..82 4" 177'R ~' METERS AND WATERWORKS THE CITY OF MERIDIAN OBRASS RES TBET ANSI/NSF ALL E61 �++ CERTIFIED. ®8+82.95 / ® " . 81'R \ a /` - ,-J 1 ---- I NOTE: 2560.19 \\ / / \ /® I ALL NEW WATER MAINS TO BE CONSTRUCTED WITH - / / �® �• % y Iti: ANSI AWWA C 900 POLYVINYL CHLORIDE (PVC) PER �' ISPWC SECTION 401.2.2.A. W NOTE: O e ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, ��� ," / ," '/ 30 0 15 30 60 CONSTRUCTED PER ISPWC SD-501. Ch'. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED ` ® SCALE IN FEET FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 8+77.95 �® MANHOLE. j�4" 140'R > 1"=30' o EI 2561.37 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC � SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 2577 2577 2577 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 8+72.95 �'�''" )r 200 (SDR-21) PIPE. SEE WATER NOTE 3. 'EI 2561.45 � ���,`' �® ) �F. 00 BENCH MARKS 6M TBM �ao rn Z 00 / > s a 00 2574 257 2.6 Z O 2574 TBM #1 - 2566.69 - EXISTING SEWER MANHOLE, O N N I- LOCATED INTERSECTION OF PINE & TEN MILE. O LO N SEE SHEET 5.1. M c0 O 00 00 (p Lo N Q + �p N N F- � cD N STA 2+00.00 TBM #2 - 2570.47 - EXISTING RECYCLED WATER LINE n � N cD � O QI + (D • N F- � Z Z m � N F- SSMH -8 VALVE. SEE SHEET 5.2. 0. I � � + 2 � N - - O N N N Un z D a >> > + �n z STA:12+ 8.01 257 100 � "' " = � N - o `" ~ - - - - 2571 257 = Q - O 2571 7SSMH A-6 o � z = F<- » � � z > IN IN:2557.10 8"S �y 2 � N - 0 (n (n (n � Zz NN Z Z L.L TA:8+98.22 a > > _ IN IN:2557.10 8"W OO IM:2566.30 » N N Z z -_ - _ - __ --- INV UT:2557.00 8"N W o F- I V IN:2555.4 8 SE V OUT:2555 36 8"N FINAL GRADE 256 O _ _ _ _ _ - - - 2568 256 --- --- - - 2568 + (_ --- - Q Q _ STORM DRAIN --\I Z 256 Q EXISTING GRADE 2565 256 2565 12� C-900 8" WAT R MAIN M S ORM DRAIN-'----A0� 0 g" WATER MAIN 256 2562 256 2562 C��VI B IDIAN APPROVED FOR L li IDAIIO 'S cF8„ p CONSTRUCTION VC+ These plans and/or specifications have been reviewed for 255 2559 255 �Sg 2559 compliance with Meridian City Standards and Specifications. Li 0 This review does not relieve the owner, engineer, or contractor 1 8 LF 8" PV ®0.62% of the responsibility to design and/or construct those facilities ' (132 LF -C) I in compliance with all current applicable federal, state and local 156 LF 8" C @0.42% laws, rules, regulations, ordinances, development agreements, DATE• 0.42 (160 L C-C) specifications, orders or approvals, all of which the City retains 3-15-2021 255 » 2556 255 2556 the right to enforce. Inconsistencies not noted by City staff shall PROJECT: (190 LF C-C SEWER LINE A R 0 FI LE not be construed as approved unless specifically addressed C2019-023 in writing by the City. Any proposed revision to these plans must SEWER LINE B PROFILE be submitted for review and compliance with the Meridian City SHEET H R: '= 0' HOR: 1 "= 0' Standards and Specifications before said revision is constructed. E R: 1 "_ VER: 1 "_ ' 255 B51 255 553 Name Date +40 8+70 9+00 9+30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 3+20 3+00 2+70 2+40 2+10 1 +8b 5o2 C� Q M 1 o � W. PINE AVE. = Q M KEYNOTES Q - 2 � o0) 01 11-1/4' BEND (MJ) ® 8"x8"x6" TEE (MJxMJxFLG) N 6" VALVE (MJxFLG) w 22-1/2' BEND (MJ) CONST. 12 LF 6" WATER MAIN ■ CID i Z ~ PI - PL - -PI- - - - PL -2L -PI- PL _PI - - PL _L -PI- PL -�I - - PL �1 -PI- EL -�I - 03 NOT USED FIRE HYDRANT (PER MERIDIAN SD-W8) Z - - - - - - - - - - - - - O NOT USED O - - - - - - - - - - - - - - - - _ ® NOT USED ® 4" WATER SERVICE CONNECTION PER MERIDIAN W5 a - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O DETAIL SHEET 6.2). - - -- -- --- _ _ - - - - - _--- -- -------T--- - - - - - - - - - - - - - - - -- - - - - - - - BYPASS PIPING NOT ALLOWED. _ _ _ _ �- - � - - � � - - - - � - - - - - 5 8 x 8x ADAPTOR (MJxFLG) FOR RPBPA CONNECTION SEE W -------- y �]--�--�---------- r - - - ,- ,-�---�----------�----� � � 2 8" VALVES (MJxFLG) ASS G = Z ------ - - - - - w 11-1/4 BEND [SEWER SERVICE] s r. ----- --- Q I 113 ® 6p 54.92 I ® I a ® I I - - - - - - - © INSTALL 2" BLOW-OFF ASSEMBLY PER W A ( A A ® MERIDIAN W-13 [FUTURE WATER MAIN © 22-1/2' BEND [SEWER SERVICE] W W II w EI 2562.26 I I I I 1 z EXTENSION] Z s ' 45' BEND [SEWER SERVICE] (� O r I - 8"x8"x6" TEE MJxMJxFLG) w co a .° -- r --- I --- III r --- --- 4+09.31 z 6" VALVE (MJxFLG) ® 90' BEND [SEWER SERVICE] W Q m 7 8+38.56 I 6+49.92 I .. j 5+10.25 4 106 R v ' v 6�60.29 I " „ J I 4 111 R CONST. 7 LF 6" WATER MAIN CONSTRUCT CLEAN-OUT P � � „ I " 0 20 I I WIR 4 112 R I EI 2559.95 4+ 131 R ®S','� EI 211 57'R J I . I El 2559.36 ` -' - ,' r _� _r FIRE HYDRANT (PER MERIDIAN SD-W8) ® SD-506A. CLEAN-OUTS IN HARDSC PE U El 256 El 2560.18 I EI 2560.08 INDEX MAP AREAS (SIDEWALK/ASPHALT) MUST BE w( III r „ , TRAFFIC-RATED CAST IRON RING & - - 1 -250 COVER. u 1 j I I o. a NOTE: CLEANOUTS SHALL BE INSTALLED CONSTRUCT 32 LF - I 1 I CONSTRUCT 21 LF �� ° ° EVERY 100 LF & AT BENDS EXCEEDING I. - -- 1 » � - I I 1 � I I 5+20.25 , ii ii w � � 45' PER INTERNATIONAL PLUMBING CODE. \ANAL F 8 WATER MAIN i Q; I EI 2��s 50 �� II ----- -- 18 WATER LMAIN 4 0 Q Z CONSTRUCT 72 LF =� o -: - Ss N� " O 8" C-900 SEWER SERVICE SLEEVE p�� sTER�. s 1 8+05.08 1 I " 1 'R ii ii � L`' 8 WATER MAIN - ® \�1� Fj , ® THROUGH ACROSS INFILTRATION DRAINAGE Q` 13 I ' .. 6+76.32 I I 6+40,92 - - I i ® 5+05.25 i El 2558.58 11 ;; w \- �( / Q 03/15/2021 1i 4 83 R 7+23.84 I ® 6 73 - V\� FACILITY. SLEEVE MUST EXTEND 5' Q Q i v EI 2559.56 4' 54 R v I 4" 54'R I 4" 54'R I I 1 I 4+67.84 CONSTRUCT 150 LF W Q S BEYOND SIDE OF DRAINAGE FACILITY AND 8 8 2 1 13 El 2559.06 EI 2559.04 I I 1 v ; 1 I I 4 54 R I I 4" 54'R r� �`' . El 2558.91 v v 8 WATER MAIN w u SHALL HAVE END SEALS INSTALLED ON _ _ - J ® El 2558.44 El 2558.31 �� 0 u r r . r .• �`y SEALS MFG. BY PSI y�F OF \ OR EQUIVALENT ® 5 BOTH ENDS END I - NOT USED S. . r , r. ,• II • CONSTRUCT 83 LF __ •'•• '1•• - 'SSMH A © /N OR I � I ;ICON 6 I 8 WATER MAIN 11 I I I 1L \\ CONSTRUCT 1581I T 1 I POTABLE NON-POTABLE MAIN » 1 I LF . I J I ` ( 2 g ® / CHECKED BY: I� \\ • CROSSING. REFER TO WATER NOTE 2 DAVID A. BAILEY P.E. SSMH C-6 1 I - L I --- _-- _ I I I ;;8 WATER MAIN r-11 11 I! I ! i (�•��\ 2 ; _ ° J L ► o 'r ON COVER SHEET 1.0. 1 - - --- �-T= I i1 I "r T-i-r-T"-i T-�� ----- w s er DRAWN BY: --1 --� �2� 90° ,+` POTABLE/NON-POTABLE SERVICE KSC ----- - � - � I �� w I 5 I I I I I W LI TTLETON LPRI VATE 1 1 1 1 j 2 w w w w w w OV' g ® CROSSING. REFER TO WATER NOTE 2 � I I I I � w v w I j49 - - - - w w _ w w I w - w - w w w w w w 1 }-a� SSMH C-2 155' ,+ G P ON COVER SHEET 1.0. 1 0 » 8" PVC ®0.62% 1 � 8 PVCC�0.4?��- S1 5 0 �� 1 i I o 8 i I I I o - +- - 160° -�--- % - s l ��s s T-s o s 8 PVC ®0�429' T_s l 1 1 s �I d I I o ' I �.�-. ++� A60 -- - i- SSMH C-1 SN --�+-+--I� � o, o �1 I I �- , � I -- --��-�---- -- -- � WATER METER LEGEND I 1 I SSMH C-4---- --�- f - �. .. °� -�.� �� I 1 1 li I CONSTRUCT 2 LF 1 0T� I I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 11 1 ,; I I i Ili 8" WATER MAIN ) I� li I li I I li & W5 li li i I I I li I l „ • - y f I I I 11 I SSMH C-3 1 8 PVCo :r. ; , ' ' r ' _: •< I' : ..r : ,. -- -- - -- -- -- ---- - D-W9 IF METER SHARES LOT -- ----- ----- �- J - --- I, I E� I. ' ! r•. LINE ATWITH FIRE MH YDRIANT.S J ' r• -I - -f - I+- --- - - .- - -----.- - v rI 8+11.74 ,,7+48.67 " r----� r -I 6+25.75 / ® 5+65.69 „ I / $ r 4 34'L 14 34 L N I I • A 5+32.77 ® 4+62.21 „ 3+96.80 DOUBLE METER SERVICE 0O 4" 34'L ( 4" 34'L 4" 34'L I " 3+57.94 -------, ---- I EI 2558.63 I .: - it i ---I EI 2558.46 13 El 2558.25 4" 34'L 4 42 L - a El 2558.55 l El 2558.14 I I � 4" 42'L I � SINGLE METER SERVICE � • 1® El 2557.90 El 2557.99.. El 2558.10 r! N I Y •. I II II I ' CONSTRUCT 51 LF j II I - --I I I I (CONSTRUCT 132 L I j ■ � e SERVICE PIPING SHALL BE ANSI/AWWA C 901 0 > II- -- F I r- ENE SPWC : . 8" WATER MAIN --- a q ;: I I II I •�° �� v8" WATER MAIN � � "�. � j •. ----- :' L� � `�- -------- I ! � ■ e I DETACHED L UNITS: 1"I STREET ESERV SERVICE (SHARED, TYP), 3/4' W Q ® I I = H I 'I I I t ' I I a METER (PER UNIT), 1" BLDG SUPPLY LINE (PER UNIT) V1 0 • 1 •r -----11 � F �-- I r a • 1 �� ° SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" W -> III --+- - A - -->-- III I-- --- o SEWER LINE D 1 F - - - %� 'I -----' BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING Z SEE SHEET rJ.4 4" 9TL 4p 84.52 CLUBHOUSE: 1 1/2" METER & STREET SERVICE, 2" � . { 4 851 © i BUILDING SUPPLY LINE W Ir El 2559.29 CONSTRUCT 85 LIF rJ is VERTICALLY INTEGRATED UNITS: 2" METER & STREET 8" WATER MAIN ; SERVICE, 3" BUILDING SUPPLY LINE. 6" FIRE SERVICE TO i BUILDING. ' I 3+84.37 f �' 4" 126'L 3+74.37 I SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD L L I ' I 131 v v 1291 El 2559.73� El 2559.75 v a SW-3. J� -/ ® NOTE: ��� W _ _ 0 .`- ° a--- THE HE CITY OF MERIDIAN REQUIRES THAT ALL WATER 30 0 15 30 60 _ _ ; . METERS AND WATERWORKS BRASS BE ANSI/NSF 61 r - - - - -��� ) • ' .. r: SCALE IN FEET CERTIFIED. 1"=30' ALLN W WATER MAINS TO BE CONSTRUCTED WITH ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER o ISPWC SECTION 401.2.2.A. 257 2574 NOTE: W ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, CONSTRUCTED PER ISPWC SD-501. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 7 W FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF L W (n 00 00 MANHOLE. 257 - o0 00 00 2571 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 00 ^ In - SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. II co co 00 STA 2+00.00= N CO � N 1 p � �6 �p LO � N SSMH -4 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS n coIi L N LO � 0O 00 N 00 * LO SSMH C 1 STA:6+4 .02 200 (SDR-21) PIPE. SEE WATER NOTE 3. L.L c� + N N N + c� + N N SSMH C-3 U) N STA:2+63. 6 RIM:256 .28 N Z Z BENCH MARKS TBM 256 :2 °• _00 N Z g M a •• RIM:25 4.58 +� z 0 2568 N In H M > Q FINAL GRADE -N Z Z Z » � N - O INV N:2554.58 8'W INV IN:2554.23 ��SW TBM #1 - 2566.69 - EXISTING SEWER MANHOLE, L.L cn in - Z N N N - - - IN IN:2555.48 8�W - g > > INV OU :2554.48 8 E INV 0 T:2554.13 NW LOCATED INTERSECTION OF PINE & TEN MILE. INV OUT:2555.38 8 E v� ? z SEE SHEET 5.1. W o 256 _ -- - ----- -___ -- _ _ - - _ ___ --___ ___ _ 2565 TBM #2 - 2SHEET - EXISTING RECYCLED WATER LINE - - - - VALVE. SEE SHEET 5.2. 1 " C-900 EXISTING GRADE STORM DRAIN 12" C-900 `\ - -- - 16" C-900 256 STORM DRAIN STORM DRAIN 2562 I - 0� W 0 8 WAT R MAIN 8» WATER MAIN 8" WATER MAIN F 255 2559 C��VI B IDIAN APPROVED FOR Lil 126 LF 8" PVC 0.42% I�wNo 130 LF C c CONSTRUCTION I 253 LF 8" PVC ®0.42 257 F C-C These plans and/or specifications have been reviewed for 255 42q 2556 compliance with Meridian City Standards and Specifications. W 154 LF C C 60 LF " PVC 00.4 % This review does not relieve the owner, engineer, or contractor 64 LF C-C of the responsibility to design and/or construct those facilities 27 LF 8" PVC 00.62% I in compliance with all current applicable federal, state and local (3 LF C-C) 1 LF 8" PVC 00.42% laws, rules, regulations, ordinances, development agreements, (21 F C-C) specifications, orders or approvals, all of which the City retains DATE: 21 255 2553 the right to enforce. Inconsistencies not noted by City staff shall PROJECT: not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2019-023 SEWER LINE C PROFILE be submitted for review and compliance with the Meridian City SHEET HOR: 1 "=30' Standards and Specifications before said revision is constructed. VER: 1 "=3' Name Date 5o3 9+00 8+70 8+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8 C� Q oM 1 � W. PINE AVE. = Q o KEYNOTES Q r' .. .0 < ♦ �s.• , NOT USED. N ® �� ��'� ��♦� �F��L �� 22-1/2' BEND (Ii ■� Z S 3 NOT USED. Z if NOT USED. _ ,.\•• � � � � ` �` � � A I cj 8"x8"x8" TEE (FLG) '� , �' ♦ �x� i���� `�1. �a� ,� � °' ' � \� \\� ., �, � ��///. � � I� _ 2- 8" VALVES (MJxFLG) '� 1- 8" ADAPTOR (MJxFLG) w I 1 ------ �� INSTALL 2 BLOW-OFF ASSEMBLY PER � _ 5+28.52==== c�H MERIDIAN W-13 FUTURE WATER MAIN W s♦>'' `\ `\ .� / ( i.. / 4" 125'L ® I5+38.52= ________ 3> __ [ W w \ " 6+40.66 EXTENSION It r \ Z �� ♦� ��� SSMH C-4, \ `� A 3+32.09 / El 2562.25 �� Ij I I �I 4 123 L 4" 122'L ® ! ® 6+53.40-====_= z ] ♦� �� r � �� \ \ El 1111.56/�� 1 - -- II I I EIS 562C�2� I I 4 123 L w 70 NOT USED. \ / \ / ------ Y �--------------------------- - ' ;. .. El 3 El 2562.56 ~ I 2562 5 b CONSTRUCT 132 LF ! ® II l,..' ,� NSTRUCT 13 LF ` I I - - z ® 8"x8"x6" TEE (MJxMJxFLG) W a °° ® . . I• II �a . 8 WATER MAIN :.� I I _j Cn C o ;8" WATER MAIN 6" VALVE (MJxFLG) _ , - 1 I •' ---- -- - --- CONST. 10 LF 6" WATER MAIN "' w 2+95.79 ,�'� j I I _ --�- e- FIRE"HYDRANT (PER MERIDIAN SD-W8) w s' 4" 52'L / I •h " I j I I �g 8 x8 x6 TEE (MJxMJxFLG) C�j S / r' \` �� . s El 2560.04 / / / ________ .• ' �' I I = SA UCT 162 I I I 6" VALVE MJxFLG 7 __ _ - I I I ( ) ^\ ,p\\ \\ �\ :' ; / / / I I i CONSTRUCT LF L I I I CONST. 12 LF 6" WATER MAIN ' Ci \ \\ .. •' / / / - I I . .• ' -- 8 WATER MAIN I FIRE HYDRANT (PER MERIDIAN SD-W8) NAL ✓ • ' .� I , I 1 I 1 INDEX MAP SS�� FNc 4+64.31 I I I --- I NOT USED. CONSTRUCT 32 LF 4" 54'L t ! 5+18.51 I I , I I I 1"=250' ® �� �G\STE,Q� » I I 5+72.98 11 . f� :. �� �+; ',�/ 8 WATER MAIN El 256o.ss f 1 4" 52'L 4" 52'L " 'h 6+10.79' I 11 11-1/4' BEND [SEWER SERVICE] Q� 03/15/2021� ♦ �� �� '� �> CONSTRUCT 7 LF __-- --� _ El 2560.83 I El 52'L 7 1 1 4" 52'L \` ��,f'(i » ---- y- - -,- -® , EI 2561.06 22-1/2' BEND [SEWER SERVICE] 17882 ------ 8 WATER MAIN - - -- --- . --------------- ----- - ------- -- ------ -- - I N ♦ ✓ \ /` v s >.I. ✓y`,\ ` .� �s �, t�' �/ `l• uII " I y � � ------- - __ 45' BEND [SEWER SERVICE]CONSTRUCT 177 LF o_, WATER MAIN 90- BEND [SEWER SERVICE] F RPMc� ♦ ,�( 1�' , I v ;, , I I I I I I II ,'� �' ----- ----- I it I I I i 4j i it I �;'�i II i I L © CONSTRUCT 4" CLEAN-OUT PER ISPWC `� -�- i-��---L-_�__ L� '�I I II 1 �i SD-506A. CLEAN-OUTS IN HARDSCAPE � I --1- --T L_ I L�_;'�I_j_ i' I 1 0o CHECKED BY: ,i W W W I I I I - �' I �- AREAS (SIDEWALK/ASPHALT) MUST BE DAVID A. BAILEY P.E. �,(� / a �Sg• - - _ 1 w _ W W I I W I j I co W TRAFFIC-RATED CAST IRON RING & DRAWN BY: 3+06.37 I , - _ _ W. PL w TT RIV� L + = COVER. KSC i 4" 39'R .v.f li f f�-8s PVC 0.42% 0 1 1 - - _ " w c0 c/> ✓ ai• f s 0 1 1 1 I - 1 NOTE: CLEANOUTS SHALL BE INSTALLED El 2559.85 s S s�l 1 4, s Q+ s I 2 s s o I I U EVERY 100 LF & AT BENDS EXCEEDING SSMH D-1 --44- S S �-+-ls f- 45' PER INTERNATIONAL PLUMBING CODE. '8" PVC PVC 00.42% n _ ----- -. - - - - -- -- T.-,,3-'- - -r'- - -- 2+87 75 I^ -:F-- - #---_-, F_ --E --- NOT USED. r SSMH i -- -- - _ 1 J • _ / , � EI 2560.86 �' � " '• <- - -- •;. i i � I W > : ®®® SSMH D-3~ 1 " POTABLE/NON-POTABLE MAIN � I . y, I IF- z 4+39.59 1 1 000 'I © CROSSING. REFER TO WATER NOTE 2 <z 4" 25'R 5+11.51 I ---1 ( ON COVER SHEET 1.0. / / J I ✓r I� w EI 2560.13 4" 25'R I n 6+15.79 I • - �, ---� i 1_ .. w �i w El 2560.31 � w 1 4" 25'R ® E/N • POTABL ON POTABLE SERVICE /�� �,,, � � � I , I ✓ i 1� �- _ _ � I '.' � El 2560.57 ROSSING. REFER TO WATER NOTE 2 ` ---- ON COVER SHEET 1.0. ♦ s•. I I I ® ------- 3"+86.25 / I N � J � � F 1� I � II i I 1 I a ♦> I ✓I I I I 4 85 R r El 2561. WATER METER LEGEND\ ' \. //; /. '! I I ,.• IL ✓ � . . uu• ER CITY OF MERIDIAN STAN DARD DRAWINGS W1 W2W 3 w • .I J �2+77.75 �i 4 194'R J CONSTRUCT 171 LF LOCATION PER MERIDIAND- -WN Q�W9 IF METER SHARES LOT WATER MAI H FIRE HYDRANT. > El 2562.76 ® I `� X I I 8" ________-- LINE WITH s I � ' w �. 3+91.25 I --------------;________________-- z \ I I 4" 123'R i II W I ul DOUBLE METER SERVICE El 2_561.91I � I O T Ld � I ------------- I --------______---=_ ---------LLI -- SINGLE METER SERVICE • �° > d ° --- " t I \ / �/ I I I � � •'•' I � I >' I SERVICE PIPING SHALL BE ANSI/AWWA C 901 'I / �/ I I >• ' + ' I - I POLYETHYLENE PER ISPWC SECTION 404.2.2.A. t - u�', DETACHED UNITS: 1" STREET SERVICE (SHARED, TYP), 3 ' I METER (PER UNIT), 1" BLDG SUPPLY LINE (PER UNIT) \ I LL z - - -- -- III SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" O ----- I 1 BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING e \ I ®®® ) I I CLUBHOUSE: 1 1/2" METER & STREET SERVICE, 2" r 000 - I 1 ®®® 30 0 15 30 60 BUILDING SUPPLY LINE °"'"� VERTICALLY INTEGRATED UNITS: 2" METER & STREET SERVICE, 3" BUILDING SUPPLY LINE. 6" FIRE SERVICE TO (o SCALE IN FEET BUILDING. o 1"=30' SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SID I� SW-3. NOTE: THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61Lo 7 U.J. Z CERTIFIED. L 2574 2574 NOTE: TNEW WATER MAINS TO BE CONSTRUCTED WITH 00 0 Z LJ Z ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER (n 00 Q w ISPWC SECTION 401.2.2.A. (n 00 LO 00 00 � °° � � NLoL = NOTE: w ,� 5r: O 00 N 'N ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, (n pp N U) � ^ � + c0 •• O CONSTRUCTED PER ISPWC SD-501. 257 �� � � N SON _ 2571 16 • LO N 0 COD n N F- Q > > N N Q = THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED L..`II 0 O O ~ - Z Z U FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF LL O c0 (0 c0 + O + I N 11: O CD . co � 2r7 Z � 2MN - 0 N � MANHOLE. o � N � Q .. - (MHO » FINAL GRADE Q W o O I c0 0 1 N~ Z Z_ N N Z z c ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC + 0 O�p N N (N N - L SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 256 + z z 2568 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS N N N Z Z Z -_ _-- 200 (SDR-21) PIPE. SEE WATER NOTE 3. EXISTING GRADE BENCH MARKS 619 TBM TBM #1 - 2566.69 - EXISTING SEWER MANHOLE, 256 - - 2565 LOCATED INTERSECTION OF PINE & TEN MILE. SEE SHEET 5.1. 0� 0 TBM #2 - 2570.47 - EXISTING RECYCLED WATER LINE VALVE. SEE SHEET 5.2. 256 8" WATER MAIN n/ 2562 L.L 8" WATER AIN E IDIAN APPROVED FOR W IDAl10 CONSTRUCTION These plans and/or specifications have been reviewed for 255 2559 compliance with Meridian City Standards and Specifications. 228 LF 8" PVC ®0.4 % This review does not relieve the owner, engineer, or contractor (232 LF C-C) of the responsibility to design and/or construct those facilities I 2 9 LF 8" PVC ®0.42% in compliance with all current applicable federal, state and local 12 LF 8" PVC 00.42% laws, rules, regulations, ordinances, development agreements, (124 LF -C) (233 LF C-C) specifications, orders or approvals, all of which the City retains DATE' 3_15-2 255 2556 the right to enforce. Inconsistencies not noted by City staff shall T: not be construed as approved unless specifically addressed PROJECT: 41 LF 8" PVC 0.42% EWER L_I N E D P O FI L_E g by the City. An proposed revision to these plans must C2019-023 in writing y. y p p (45 LF C-C) „ , be submitted for review and compliance with the Meridian City SHEET H O 1 =3 0 Standards and Specifications before said revision is constructed. 255VE 1 "=3' Name Date 5o4 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 64M 53 M 1 W. PINE AVE. KEYNOTES = co � 10 NOT USED. .. o , N � 02 22-1/2' BEND (MJ) _ w co i 03 NOT USED. ■ Z ~ W Z ® NOT USED. Q� z 8"x8"x6" TEE (MJxMJxFLG) .� a III I --I -JI i r-1 I '\\, / 0 6" VALVE (MJxFLG) a j L--- - --- I - --- I / / // CONST 12 LF 6" WATER MAIN = t - L- 4+2300 162'L / '/ FIRE HYDRANT (PER MERIDIAN SD-W8) - _ W ------ 7+63.36 - - *EI 2562.10' /; / © 8%8%6" TEE MJxMJxFLG) LLU W 4" 176'L -- - I �> I / z 6" VALVE (MJxFLG) w 9+08.00 l \ w Z U_ l0 El 2563.76 " j \ �> ® / CONST. 13 LF 6" WATER MAIN EI 2 62.00 j \\j /> �' = v z FIRE HYDRANT (PER MERIDIAN SD-W8) Cc Z W M --, NOT USED. W o J U - -.- NOT USED. ui J I r \ //jj 09 NOT USED. � C.� w r I I / s / I I .. NOT USED. .e �1 INDEX MAP © 11-1/4' BEND [SEWER SERVICE ] �pNAL F - - 0 r 7 68. 6 9 03 0 11� FiyF, \ /% /�(/ 25 © 22 1 2' BEND SEWER SERVICE r ® 4" 123'L --= 4" 116'L I� F9�A F`,A/ / [ ] 7+53.36 �r j EI 2563.07 I F CONSTRUCT 28 LF ,( Q __256 !.66 * I I I S O \ %� 45- BEND SEWER SERVICE 03/15/20210 ' 4" 122'L--_ � r I El 256 •; �, y y / El 2562.66 �` �� i j i�� Fti 9�� 8" WATER MAIN �• �, / j ® 90' BEND [SEWER SERVICE] 882 I �.� SSMH B-1 ® CONSTRUCT 4" CLEAN-OUT PER ISPWC <- - SD-506A. CLEAN-OUTS IN HARDSCAPE -- -�-}- CONSTRUCT 103 LF / / SSMH D-6 Fri RPM I AREAS (SIDEWALK/ASPHALT) MUST BE 1 A I II I A III $» WATER MAIN', ��/ 9 VA / TRAFFIC-RATED CAST IRON RING & I , 111 A I II 6 COVER. %1`�.` CHECKED BY: Ii - __ , NOTE: CLEANOUTS SHALL BE INSTALLED DAVID A. BAILEY P.E. -- 1 �• v CONSTRUCT 11 LF II � EVERY 100 LF & AT BENDS EXCEEDING •' I 1� •�_ --- I I a' ..,, / ado `� �\ '''` 9+95.65 � . \ / .,%' DRAWN BY: 45' PER INTERNATIONAL PLUMBING CODE. �6+63.40 I I I 1 8 WATER MAIN : / ��L ` %% 4" 35'R \ KSC 4" 52'L " 7+38.92 I I1 7+82.62 I I II / * / p• ��/ �%� El 2561.93 ` El 52 1.18 I 4' 52'L I " " 8+65.43 I I / ♦ ® ,s 8" C-900 SEWER SERVICE SLEEVE 4 52 L I o• / �� / = P \ ® THROUGH ACROSS INFILTRATION DRAINAGE El 2561.25 I / - -�- _ I 1 2 ` El 561.27 I %° / � FACILITY SLEEVE MUST EXTEND 5' - - -,-••�' .�_' •�.I ,. I_ --..- I' ' -� ': - _ _____ - ` ' "" �� e -----� � ` j � BE YOND EFACILITY GA ITYN ------- _- ,, �,� '��, • • - / �• s• HAL HAVE EN D SEALS NSTALLE ON ----------- AtBOTH ENDS. END SEALS MFG. BY "PSI" OR EQUIVALENT.9+57.81 ! 4" 34'R fi NOT USED. E 1 _ _j J J I I I I El 2561.71 ' w I f-- -ylt_ �_ _ _____�--_ i � �i �,.� 0� \ �,r ® POTABLE/NON-POTABLE SERVICE -I- = PRIVATE r-� L_ w / '' CROSSING. REFER TO WATER NOTE 2 V) - W W I I I to s / j I �' / '~ ON COVER SHEET 1.0. Fes- U � I- _ ®�• i I I \ �/ ��• z PVC 5 � I -5' ' S 9; S 5 a WATER METER LEGEND N CONSTRUCT 43 LF I v / �'%' /'� • o - - � ER M �y CITY OF MERIDIAN STANDARD DRAWINGS W 3 � 8 WATER MAIN' I � / � & W5C1 1 W W 1 --• _ --.-- I I i LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT ® LINE WITH FIRE HYDRANT. y o / f, -�- I ' ---- 4" 25'R LLJ 7+87.62 ; �` J ' / / / '''� DOUBLE METER SERVICE � z El 2560.72 �- 4" 25'R Q El 2560.77 1 4+ 38 R8 I ------ I /' , I / d SINGLE METER SERVICE - ------- El 2561.16 Ld ' SSMH D-4 - _ 9+18.00 / SERVICE PIPING SHALL BE ANSI/AWWA C 901 CONSTRUCT 105 LF I --- I � 4" 99'R / POLYETHYLENE PER ISPWC SECTION 404.2.2.A. I I• $ I El 2562.77 I WATER MAIN ' � I Z ----L--------------- "; METER (PER UNIT), 1 BLDG SUPPLY LINE ( ER UNIT) / DETACHED UNITS: 1" STREET SERVICE (SHARED, TYP), 3 4" J j I i LL ---� SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" Ir I Q / BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING Lv / O ----------- -- --- ===== -= i CLUBHOUSE: 1 1/2" METER & STREET SERVICE, 2" ------- e BUILDING SUPPLY LINE Ch I : , _ - -r Q R I i i Lv VERTICALLY INTEGRATED UNITS: 2" METER & STREET ` OBUILDING. BUILDING SUPPLY LINE. 6 FIRE SERVICE TO I r ; �•.I 0 >' II •.ice � IL SERVICE, 3 I 9+13.00 --- -t ___ _' I o ;I 30 0 15 30 60 " ' SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD I/ 1 I�_I s• I ;A 4 162 R --- ",i i • . ; I El 2562.04 I I i -�--�- SW-3. a " • ' L, Z ' T-I z + ' I ' SCALE IN FEET I - . I I I _ NOTE: 1" 30' THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 3 n 00 NOTE: Z 257 LO �?_00 Z 2574 ALL NEW WATER MAINS TO BE CONSTRUCTED WITH ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER W^00 O 0 ISPWC SECTION 401.2.2.A. O LLI V) rn Lq r, 00 (0 cq F­ to N NOTE: w �`� � 6 � 10) 00 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, + _ LO � N L O 0000 � L + CO Z � CONSTRUCTED PER ISPWC SD-501. Cfl DM . NH I � � � N =rnrm NZ O 257 = 00 Z O + LO Z 0 N - Z Z 2571 FROM ITHE �S PE DE FDACE OFTMANHOLE OF WTO MNSI DESFACECOFATED O 2 00 (V - (N(n 0_ - - U � »FINAL GRADE � Q � » MANHOLE. Ith N N Z Z N N Z Z ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC Q SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. LIJ o -- --- - *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 256 _ _ _ _ _ _ ___ ____ _ _ _-- 2568 200 (SDR-21) PIPE. SEE WATER NOTE 3. EXISTING GRADE BENCH MARKS 611 TBM TBM #1 - 2566.69 - EXISTING SEWER MANHOLE, LOCATED INTERSECTION OF PINE & TEN MILE. 256 2565 SEE SHEET 5.1. TBM #2 - 2570.47 - EXISTING RECYCLED WATER LINE W » WATER M IN VALVE. SEE SHEET 5.2. 0 8 WATER MAIN 256 2562 9 LF 8" vc 00.62% C��VI B IDIAN APPROVED FOR W 6 LF 8" PV 00.42% (101 L C-C) IowNo " vc c�o.42� 60 LF -c) CONSTRUCTION 229 LF 8 ( These plans and/or specifications have been reviewed for 255 (233 L C- INV. 561. 2559 compliance with Meridian City Standards and Specifications. W III-INV. 2561.0 This review does not relieve the owner, engineer, or contractor *4"SS O W TER MAIN of the responsibility to design and/or construct those facilities V / STA: 9+08.0 in compliance with all current applicable federal, state and local INV: 2560.93 laws, rules, regulations, ordinances, development agreements, *4"SS O WA MAIN specifications, orders or approvals, all of which the City retains DATE: 255 2556 the right to enforce. Inconsistencies not noted by City staff shall 3-15-2021 ::::7 STA. 9+03.OD not be construed as approved unless specifically addressed PROJECT: SEWER LINE D ID ROFI LE INV: 2560.89 in writing by the City. Any proposed revision to these plans must C2019-023 H R: 1 0' *4"SS O WArER MAIN be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. 255 +30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 H53 Name Date C� Q M 0 o0 C U LEGEND _ QCOO r/ a I� 00 - II SEE MILE HIGH --�G \ \\\\\ �=e�< .sP,'.,'.r:„*IIl•I I----,`�--��:-=�--'�<1.-J•�=�1r—P-o-.O•-1-=-_o--_--/.�_-.III.:;III'_I =-iI-r,-/`-_--i..=;3.r/_--�-,__/-I1uII__.�__,>'_`--__/.J—�.r.I Ao.--�.-�-.-•-=®.''--__-.\�/.'--I-.li/-�\-�J-�-�-0=--E,-®.,=i IIr/�,-I�.II\,;I.�,;+-�.-^--•®,=-.�l --¢0�S-�T-�-�•\+'-•P rIrI�I\I-lI`Ie-oo-\--¢\-°-�o-.I I I-y®-Pr-®r��_---I®-�F_—�/�-•II ;Ir='¢.4,e r-,-f-_•�--Itt^I��Ir—-\=5-`4_-.®4,®_--•_--;-s�-¢---•,�.1III I=1 I II/�-.\;\._\r�I Ir-�,-II\T�-\\I:1;l II=I`III I\I1 {—\1I=I�-\'•_/"I\ s'-!-•o-,-®//\:.\,-P.®_i-.�®Q-i°.-ii.'�.-, t o° �`=f.�.°I`:D�O\r'lI1-s,.-®I�V I—I.IL_f=>-�_1.I�O\;�°,®•o-\-v-�\t.O�\-•�-_'-;,\•tir=J:,,--��',�I r< •T_--®'�, #__.�II\I\r,'•.¢I:�,(-_—Sl�I/.l�'`-Ii_iIr-1.\''-i'rl',—:1�r,1.\=®`-_�_�;-''��I'®_l,.-\—G'�,-\__-;-_�->®�--.�_.i r-"._�®�-;\-:��°-�%;Y:-°>o_-�<-'.�!Iv,\-�/I�-r=/.-\.-_---�/.���,I��--�-�'-_tir�_-1-P//.:\,-_- �\'-.J_\>:-\O¢Ff%®P_�\.-:®—b\.�`_-/-._{'j:',��,.�5_-:;II%'�./^`,®�_-r��'•L.�/;�I,_-V<�^�I\�</o;/<_--s�°� ,-®'���/•�\`_'<1I--."'—>--f/tey/y-Y-I I--IS-I��I,r_ ^•I�\���s''III-I--II r-R—"O�/I I I�-/R s/`�--- .11I 1_ //''1/d.-.—/b,lj.:���"i I-•.d/\.sI\,vb-.r_/.;/-r\\/<-r./_"`\'s__-°,^,�•I,`(�.v'�r^-fII-I.®5�-:-�`I'v0/"-:�"`-I,._.�!-.-i,/�-r'-'V-�II•.r Is®_-,�,�,iI-�-iI-I��-a/�'-,¢--I- R_�-:R-i.JN.II•�-.°'.;{f II '.s-\.vI;�i,-°N-sI I I-I'-I I:'.-�/I:_I----�—g!'I��II°-,�'`'\.®—:_:�•—-N�-�I��,�Rfi'-::r'_1.—''----�•_,- I\-g_�--_-,-N�oIi-Ir J_-�-em r_-®--i IjtII_�-L®•�4�s---z°._D_//_�_--�r-_-/�i�-F-_-�"C O'��;'-_I-?-/-NS-_Y-'T_�-�-_R•i---�{-'_r-��_¢-r�'-__'�/,U-C-'�-rTR 4--_1�s-°-�- LI J'•Ii'II I I-I.'F•''-.'P.�_L�II®-'_�-I'S--4-_4I----`�--_-_R--\r��-\ -_;V'_'_-_-__-_r_-__-__-a__-__-__-•__-__-__-__-_(_-®__-_'_-__--__-_®_-__--__-_I___-_I® \_uIIiIiIIIIi iIIIIIII IIlIIIa{III lII iIIi I II II II'•I1 IIiIIIrIIIIIiI 1II1 1iI_,III 1I1I. IIII1 Ii.III II I 1 I�II i"il,II1 II E.:II��lI'`I I I I IIlv II u RiI I I;IIIIIIIIIII I1IIIIl;I RI II II I I X I III II I I IiI II II II I I Ia II II iI IIII I I I I I I I,II II I II I'II I II Ii I iI.�I iIIaI Iit III .II uIIt I��I u�III I i IIII IRI I III I I I II I I II I II 1 I III II II III II II iII 1i1II�IIIiIIrI I� I1IIIIo`I II`III`IIpIIIIII�II oI I I II\I II IuII1II III II I I III IIIIIIIIIIIIIII;;;IIII II 1IIIIIII I uI IIIIIII II I' i IIIIIIIIiIuHiIIIi ❑IiIIII II II II iII 1III I IIi W I O1 SUBDIVISION BD I VISION BOUNDARY LINE CONSTRUCT 37 CONSTRUCT OFFSITE -; - :-: : , , - w 6 P-IRR PIPE SEE MILE HIGH CENTERLINE LU -IRR PIPE6" PPLAN SET w w w w w w PINES OFFSITE - ---- _ RIGHT-OF-WAY LINEW W w w w w w w W-PLAN SET 0WN �IWVNLQ�.0UHQ�o'L� �(I P _L20��3GpN/ S 1N.S�5SOA I RVCRaF o Z -- = =(2) 6» P-IRR VALVES- LOT LINE Zw 6nx6 x4„ TEE ==STUB 3 LF 6" P-IRR CONSTRUCT 590 LFO K - - --_-- . PINE AVE 6" P-IRR VALVE W. PINE AVE. S6" P-IRR PIPE 5 ss PI CONST. PRESSURE IRRIGATION LINE CAP & MARK TO SURFACE - - - - - - - - - - - LF- CONSTRUCT _ WITH IRRIGATION RISE - - - - - - Z ya G' �Uoa°�� j GATE VALVE W/RISER plm — — — — — — — — — — — — — — — _ - - 11 O MAINLINE DRAIN W CONSTRUCT 4 LF wZAIR RELEASE VALVE 4 P-IRR PIPE - CID 13 _ _ _ _ _ D SD ONSTRUCT 15 LF P ui't o KEYNOTESWC„ P11.25 BEND 11.26 BEND 6 -IRR PIPE cCQW`�,° l CONNECT TO 6» VALVE Q CONSTRUCT 90 LF 6 90' ELBOW [SEE OFFSITE PLANS] CONSTRUCT 105 LFJ 6 P-IRR PIPE INSTALL DRAIN SEE DETAIL SHEET 6.2. 4" P-IRR PIPE I PRESSURE IRRIGATION SERVICE. SEE DETAIL SHEET 6.2.11.25' BEND11.25' BND CONNECT TO RPBPA 2" PRESSURE IRRIGATION SERVICE. SEE DETAIL SHEET 6.2 111, I® 021 17882 NOTES THRUST BLOCKS TO BE PROVIDED PER ISPWC SD-403 AT ALL FITTINGS AND VALVES. NOTIFY DESIGN ENGINEER TO WITNESS of w w w ETON N. PRIVATE w w w \ X COMMERCIAL AREA TO BE WATERED Q, w w THRUST BLOCK CONSTRUCTION. MIN 24 HOURS NOTICE REQ. s- S WITH MERIDIAN RECYCLED WATER SDITrSD S 5T -5 1 s, LINE [TO BE COORDINATED WITH � � 1 -1i— D � CITY OF MERIDIAN] CITY OF MERIDIAN MUNICIPAL WATER IS THE BACKUP WATER CHECKED BY: SOURCE FOR THIS DEVELOPMENT. RPBPA ASSEMBLY LOCATED IN DAVID A. BAILEY P.E. LOT 6, BLOCK 1. --- ---- DRAWN BY: SKSC J THIS DEVELOPMENT SITE CONTAINS EXTENSIVE 'DESIGN-BUILD' D SPRINKLER SYSTEM. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING SLEEVES AS NECESSARY FOR SUBSURFACE -------- r-- SPRINKLER PIPING, TIMERS, ETC. SPRINKLER CONTRACTOR TO VERIFY ADEQUATE QUANTITY, LOCATION AND SIZING OF 13 PRESSURE IRRIGATION SERVICES. T �IBL 0CKUj w � IYI > z j W , & 4, 1; o Al �1� / 0 PUBLIC TR ACCESS , _ I ® -----_ I ------= ' < - �11 - � r D ________ Plans Are Accepted For Public Street Construction /O — — — L 5� w w BY stumping and signing the improvement plans, the Re istered S Engineer ensures the District that the plans conform to all District T-5 W NEWLAND LN. (PRIVAE) policies and standards Variances or givers must be specifical —1-4-1—1 1 1 1 1 ly and previously approved by the District in writing. Acceptance -� L of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT PI,//'\ L1. j. APPROVED FOR CONSTRUCTION W These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local 4 laws rules regulations, ordinances, development agreements, IR IR IR specifications, orders or approvals, all of which the City retains DATE: the right to enforce. Inconsistencies not noted b Citystaff shall 3-15-2021 not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2019-023 50 0 25 50 100 be submitted for review and compliance with the Meridian City SHEET II I iii Standards and Specifications before said revision is constructed. iii II II TC1F TOE rnr III SCALE IN FEET Name Date 1"=50' 16011 Q O U MENEM M N c O N � V W � ■� Z � Z Z M= a DOMESTIC WATER METER 1 CURB STOP BALL BOX COVER. OBLITERATE VALVE SUCH AS FORD = Z w WORDS "WATER METER" B11-666SW DOMESTIC WATER METER AIR RELEASE VALVE W FROM LID. FORD NO. X43 BOX COVER OBLITERATE 1 Y2 " 200 PSI RATED II= WORDS "WATER METER" OR EQUIVALENT CAST IRON WITH 13 W w LOCKING LIDS FORD NO. X43 CAST IRON w Z � WITH 13 Y2 LOCKING LIDS MMENEM� co 00 LLJ �\ \\ \\ \\ \ \\ \\ W < o �L w VA�VA�VA�V A\VAi 20 PVC z VA/AAA/�\ VA�AA�AX/ 20" PVC N \ a y a a \\VAS V/\V�\ �S�pN �A Ox AAX�A �� � �a a a a a ��A��A \j 03/15/2021 BRASS I N 1 CU. YD. V��V��V�� 17882 PIPE / /\ a a /\\ BDRAIN ROCK TOOTTOM OF VALVE \/\\\/�\\/�\\ Da \\/�\� MIN 1 CU. YD. N� �.l� G� FOR SUPPORT ��A�AA�A VA �V� BDRAIN OTTOM OF K TO VALVE �F� OF sP�� FOR SUPPORT N S.CHE C� DRAIN VALVE DETAIL DAV D BY:CA.EBAILEY P.E. NOT TO SCALE AIR VENT STATION DETAIL DRAWN BY: NOT TO SCALE KSC 10 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Q3 4" x 3/4" SADDLE MINIMUM 1Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 1 ® 4" MAIN LINE MINIMUM Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Q5 3/4" POLY PIPE 200 PSI Q3 4" x 3/4" SADDLE MINIMUM zo © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND ® 4" MAIN LINE MINIMUM ' O Q5 8' x 3/4" BRASS NIPPLE 7 3/4" BASS COMP. COUPLINGS 1 fifi fi 0 8 3/4" BRASS CURB STOP �,�����������,����,�����,��, �, �,���,���,��, ��,��,��,���, ROCK CHIPS � \�\fi\� �`'���'��� �,,�� ,�����' ��?� �� � © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 1 � '��"� o O ' ' ' \' fi' ® 3" FEMALE ADD. �fi� OO 3/4" BRASS CURB STOP Q LOCATOR WIRE 1 ® ROCK CHIPS 3 0 w ® 3" PVC PLUG � 3" FEMALE ADD. 4 w � N o 3® 8 ® LOCATOR WIRE MARKER STEEL "T" POST 4 �1 3" PVC PLUG "�- � 6 � � z ® MARKER STEEL T" POST 5 ,'8 2 g �J P n 9 N.M.I.D "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL N.M.I.D "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL .__I NOT TO SCALE NOT TO SCALE W e W THRUST BLOCKS SHALL BE PROVIDED FOR HORIZONTAL AND VERTICAL PIPE BENDS o RP BACK FLOW PER ISPWC SD-403 DEVICE (4" — S OR APPROVED Z APPROVEDD EQUAL) VALVE SLEEVE VALVE SLEEVE 0 WITH COVER RP BACK FLOW WITH COVER VALVE SLEEVE METER BOX DEVICE TO HAVE 12" WITH COVER WITH COVER MIN. CLEARANCE FROM FINISHED GRADE I I 4" PRESSURE IRRIGATION MAIN Plans Are Accepted For Public 8" WATER MAIN 4" WATER METER 3/4" CURB STOP Street Construction VALVE. PROVIDE DRAIN 4" GATE VALVE ROCK AND BOX PER By stamping and signing the improvement plans, the Registered DRAIN VALVE DETAIL Engineer ensures the District that the plans conform to all District W THIS SHEET. SLOPE TO I z policies and standards. Variances or waivers must be specifical— DRAIN I ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the a Registered Engineer of these responsibilities. BY DATE: ALL CONNECTIONS INTO I ADA COUNTY HIGHWAY DISTRICT WATER MAIN SHALL BE CONNECT TO 4" P.I. 4" GATE VALVE MAIN WITH A I 4" HOT TAP. INSTALL TAPPING SADDLE 4" GATE VALVE. �p �► APPROVED FOR V) (n �owxo 0 REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY CONSTRUCTION W NOT TO SCALE These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE: the right to enforce. Inconsistencies not noted by City staff shall 3-15-2021 not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2019-023 50 0 25 50 100 be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. SCALE IN FEET Name Date 1"=50' 6o2 M 1 W. PINE AVE. NOTE: Oct _ 9 o _ FOR ELEVATIONS SEE PROFILE VIEW EACH SHEET co N � SEE PLAN VIEW EACH SHEET FOR MANHOLE LAYOUT w a� ■� Z C', EXPANDED METAL LID Z ATTACH SECURELY TOP OF GRATE ELEV Z TO CONCRETE RIM SEE PLAN QJ WITH 5/8" BOLT AND _ LARGE WASHER. 6 �- 6" MIN./I a 0 � o FINISHED GROUND ELEV. = Z W J SEE PLAN ;y ���\\\ \\\� \� LU VARIES SEE PLAN W W W Z w Lj ~ V-0" SUMP ■� � Lll M z W a X � � � CD of %' sue /1 If ♦ i / i� �� f �� ` � '� ��\ � BOX INV. = LOWEST 01 ��� \, %� ,• ,,�>�, INDEX MAP — o PIPE INV. 1'-0" � NAL F 1 =250 NOTE: �gS \S TE ` ��G 03/15/2021 ALL IRRIGATION MANHOLES ARE TO BE MINIMUM 48 DIA. PRECAST PER I.S.P.W.C. SD-613A WITH A 1' SUMP, UNLESS OTHERWISE SPECIFIED. 17882 FOR ELEVATIONS SEE PROFILE AND PLAN THIS SHEET y IRR I W PRECAST MANHOLES REQUIRE KOR-N-SEAL FLEXIBLE CONNECTIONS OR . � APPROVED (BY DESIGN ENGINEER, IN WRITING) EQUIVALENT. �N 5• CRP a ,e rJ 1> b• CHECKED BY: i �Q s I aW DAVI LLJ D A. BAILEY P.E. ______ TYP. IRRIGATION MANHOLE 12 SDR-35 % DRAWN BY:------ --- KSC® --- CROSS SECTION NOT TO SCALE - •y , ILLJ I a F I L7 I z _______________ -------------- I •, .. is � > � I � ; X I j Q .' , - ----------- Y -------- ' • I - ---- -------- --------- ---------------- C u I LAJ -- I LL> I I , ----- 12" SDR-35 00.54% � • y —� I � I I • 0 L",/ ;I ------- --- O J r� • i I I � a° I I L Z I a a • ">.. ��� � `� • '' i � ., ,.. / r� as 1� I \� > .W I __________________________________ ------ �I � � O �r---- --- ■� I -` f1' z GARAGE ®®® O � � o � W GIRR MH-3 12" SDR-35 00.68% 12" SDR-35 00.91% GIRR MH-4 12" SDR-35 00.21% Q = LL. � Q GIRR MH-2 O W 30 0 15 30 60 e SCALE IN FEET 1"=30' o 2577 N 2577 COORDINATE G AVITY IRRIGATION WORK WITH o Z DOWNSTREAM WATER SERS AND DOWNSTREAM o w Q 257 2574 J MAY NOT BE NECESSARY PENDING DOWNSTREAM + _� CL o� CONSTRUCTION SCHEDULE AND AGREEMENT WITH Q = 257 DOWNSTREAM USERS. ~ v 2571 Z a 0 FINISHED RADE _ 2 L � COORDINATEANY REQ. _ _— ——12 (2' MIN COVER - --_—_ _--- � o SD -35 ® 2.00 OUTLET PIPING FROM GIRR 256 - EXISTING GR DE /� 2568 ABOVE-GROUNE GATED PVC DIRECTLY WATER USE S/DEVELOPER. \L TO MANHOLE. ERIFY DIA. PRIOR TO ORDERING MATERIALS. loo 256 325 LF 12 " z 2565 7LF12" ® 0.68 44 LF 55 1�� 91 sTA:s+91. N256 LF 12 2562 SD —35 CONS RU CTI N LRIM:2568.7 SUMP•2563 32 These pl Fins and/or specifications have been review d for GIRR MH-3 INV IN:256 .32 12"SE compliance with Meridian City Standards and Specifications. GIRR MH- STA•4+10.55 INV OUT:25 4.34 12"N This revie does not relieve the owner, engineer, or co tractor of the responsibili to design and/or ran istruct those_fE cilities 255 GI R MH-1 RIM:2567.1 SUMP:2561.42 in complian e with all curr nt applicable federal, state and local 2559 ST :2+04.00 UMP:2561:0 INV IN:2562.42 12"SE laws, rules, regulations, ordinances, development agreements, r ^ RI :2567.10 INV IN:25 2.00 12"S INV IN:256 .42 12"NW specificatio s, orders or approvals, all of which the City retains V S MP•2560.15 INV OUT• 562.00 12" the right to enforce. Inconsistencies not roted by City staff shall INV IN•2561.15 12"S not be construed as approved unless specifically addressed DATE: in writing b the City. Any proposed revis on to these pl ns must 3-15-2021 255 be submitted or review arid compliance with the Meridian City 2556 PROJECT: MILE HIGH PINES IRR — USERS DELIVER PROFIL.E Standards and Specificatio s before said revision is constructed. C2019-023 H O R: I "=3 0' Name Da to SHEET VER: 1 "=3' 2 255 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60553 7 Q OLn S NOTE: _ co 7N (D FOR ELEVATIONS SEE PROFILE VIEW EACH SHEET V � SEE PLAN VIEW EACH SHEET FOR MANHOLE LAYOUT = w L EXPANDED METAL LID Z ATTACH SECURELY TOP OF GRATE ELEV Z TO CONCRETE RIM rSEE PLAN = WITH 5/8" BOLT AND LARGE WASHER. 6 6" MIN. o w FINISHED GROUND ELEV. W Z w SEE PLAN �� \ \\\ \ \\�� W U) VARIES SEE PLAN W w w Z w U z 1'-0" SUMP `Z a00 coU) ui _j wQ w 41- -i .'. ,-`------------ BOX INV. - LOWEST 4y-' PIPE INV. - V-0" �pNAL E i I I I "I S iV x A r - r :I: INDEX MAP ��S �\srE �% r 1 =250 e-o 2i I NOTE: j ALL IRRIGATION MANHOLES ARE TO BE MINIMUM 48" DIA. PRECAST PER I -------------- I . , :. --- 3/15/20Q I II II I.S.P.W.C. SD-613A WITH A 1 SUMP, UNLESS OTHERWISE SPECIFIED. �n '9 / ."'�. '/' � /' % � I� \ / ' i I I I — � { •I— — � �I ;. � i � FOR ELEVATIONS SEE PROFILE AND PLAN THIS SHEET T O�'� ' 7 / -----r -�� �• ( — — — .- — ., v ---- I I-- = - - - --- _ I ii I I I ii �� OF PRECAST MANHOLES REQUIRE KOR—N— N SEAL FLEXIBLE CONNECTIONS OR V/ �P S. _ / APPROVED BY DESIGN ENGINEER, IN WRITING) EQUIVALENT. ` , � IF y -'- -• - F r' � r � I I III I I� III � CHECKED BY: DAVID A. BAILEY P.E. �P I I I I `' I I "' / I �;��I TYP. IRRIGATION MANHOLE I I . vv j \\� DRY W CROSS SECTION NOT TO SCALE 771 ® II 4 i I I ✓ f I I ® I a l - - /I uI I • .. . — — w— — •v — — v _ - - - - 013 , r -II I , ,---`-. ■II plr-"�-IYIn .. r r e .• r. r ,' .r a --- --- ---�' ( •r r r / ■II ■n ='• ■ •,, ., , ._. .•. ' , - - _ - _1- M .. —f-�■11 dry. r I" _ '•' a / ��\ 3 I /�� GIRR MH—5 a k-11 II IRR II IRR ❑ 12" SDR-35 00.32% GIRR MH-6 179` �yi ii o 12 SDR-35 00.257 / GIRR MH-7 jl / II 31 1�1 w 12" SDR-35 ®0.25% 1 AL — — — I I i i — — — — — — — — — — — — — I III II I III I III I 0 / �/ TOE _ _ _ — — TOE TOE TOE EX GIRR MH-8 _ _ _ - 74E _ T = - - -_ _ — — — — — — - - - - - - - - - - _ _ TOE— Z TOE TOE _ _ _ _ _ _ _ _ _ _ _ + f TOE TOP— — — — — — — — —TOE TO P T 0 P--� TOP — — — — — — — — — — — — — — — — — — — — — — — r0 P — I , I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — �II ' II\\ 111 1 W - - - - - - - - - - - - - - _ _ — — — — — — - - - - - TOE TOE— — — — — — — — — — — — — — — — _ _ T6E TOE TOE TOE- — -- -- -- — — —--- __ — — — TOE — — — — — — _\ \ II II ITi II I �I C3 I - -T^� TOE TO OE— — III II \ it I I ------------------------------------------ OREGON SHORT LINE RR — I 11 " I - 111 Eli 3I III L_I L-------- - - --------- - ----------- I Q II I I o 30 0 15 30 60 SCALE IN FEET 1"=30' Z Q 2577 2577 .J COORDINATE GRAVITY IRRIGATION WORK WITH o � � o DOWNSTREAM WATER USERS ND DOWNSTREAM 0 257 o w DEVELOPER . CONSTRUCTION F GRAVITY 2574 Z LO = IRRIGATION MAY NOT BE NECESSARY PENDING EXCAVATE EX. 10 PVC EXISTING IRRIG rn DOWNSTREAM CONSTRUCTION SCHEDULE AND BOXXUTO FORM WATERA IGOHT O Q /=1 AGREEMENT WITH DOWNSTREAM USERS. SEAL — ~ Q257 25712' MIN COVER) T i , ^ EXISTING GRA E 256 2568 I I I 196LF12" 242 LF 12" S R-35 00. 5% I I 256 SDR-3 ® 0.32% ' — — 2565 I I �p �► GIRR MH-7 ; B IDIAN APPROVED FOR STA 14+66.45 �owNo o GIRR MH-5 GIRR MH-6 RIM:2570.63 CONSTRUCTION STA•12+6 .40NV SU P:2565.28 These plans and/or specifications have been reviewed for Q STA:10+20.3 " P 256 RIM:2570. 5 2562 compliance with Meridian City Standards and Specifications. �y SUMP•2564. 0 SUMP:256 .78 INV OUT:256 .28 12"W This review does not relieve the owner, engineer, or contractor L.L INV IN:2565. 0 12"E INV IN:25 5.78 12"E of the responsibility to design and/or construct those facilities I> INV IN:25 56 0 12"NW INV IN:25 .78 12 E 2 LF 12" E GIRR MH— in compliance with all current applicable federal, state and local (D OUT• SDR-35 ® 0.25% S A:14+95.99 laws, rules, regulations, ordinances, development agreements, R M•2571.43 specifications, orders or approvals, all of which the City retains DATE: 255 CORE EX. IRR BOX TO 2559 the right to enforce. Inconsistencies not noted by City staff shall 3-15-2021 CONNECT NEW 12" SDR- 5 not be construed as approved unless specifically addressed PROJECT: MILE HIGH PINES IRR - S USERS DELIVER PROFILE AT SPECIFIED INVERT I V IN:2564.9 12 E in writing by the City. Any proposed revision to these plans must C2019-023 ELEVATION. I V OUT:2566. 5 12"W H 0 R: "=3 0' be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. VER: 1 "=3' 255t +30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 10 14 40 14 70 15 00 15 ?856 Name Date 7 s 2-1