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HomeMy WebLinkAboutApproved Construction Plans GENERAL DRAINAGE [FORMERLY KNOWN AS ' CD 0 M E DEVELOPMENT PLANS FOR FOXCROFT SUBDIVISION N0. 2] _ 1. All construction work shall be done in accordance with 1. For any drainage facilities within a public Right-of-Way, ACHD or ITD shall be Oct the current version of the Idaho Standards for Public responsible for inspection. For any private drainage facilities the project GENERAL LEGEND F 0 X QR 0 F T APARTMENTS , PHASE Works Construction (ISPWC), the City of Meridian engineer or architect shall be responsible for inspection and certification of = C3 w Supplemental Specifications to the ISPWC (and any drainage facilities; however any roof drainage and piping to the facilities will be ■i Z SS EXISTING SEWER LINE A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 10 addendums), Meridian Design Standards and the inspected by the Meridian plumbing official under the appropriate permit. Z 3:W EXISTING WATER LINE TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN G) Z requirements of the Ada County Highway District (ACHD). SEWER SD NEW STORM DRAIN MERIDIAN, ADA COUNTY, IDAHO = The more stringent of any of these standards shall be the 2022 ■� a controlling standards or specifications. 1. Construction of the sewer system shall conform to the standards in the W NEW WATER LINE _ o C3 N 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily Wastewater Rules (IDAPA 58.1.16) as well as the standards and specifications S NEW SEWER LINE = Z referred to in General Construction Note No. 1. PI NEW PRESSURE IRRIGATION LINE LIJ accessible at all times during construction (available on the website). Failure to have access to a current copy of the W/SERVICE L0 U) 2. The horizontal separation of potable water mains and non-potable water �+ � Standard Specifications on site could be grounds for a stop work order until the situation is resolved. x x x x x x EXISTING FENCE W w mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten FULLER PARK Z w 3. The Contractor shall have plans stamped "Approved for Construction"by the City of Meridian on site at EP EXISTING EDGE OF PAVEMENT � � � all times. (10) feet. Where it is necessary for a potable water main and non-potable CHAPARRAL � 4. All Contractors, water main to cross with less than eighteen 18 inches of vertical EP NEW EDGE OF PAVEMENT rn Z CO Subcontractors, and Utility Contractors shall attend a pre-construction conference prior to start of work. 9 ( ) ELEMENTARY y� a 5. Contractors shall notifythe appropriate a enc when materials are on site or inspection of the work is separation, the crossing shall be constructed in accordance with Section ------------------- SAW CUT LINE SCHOOL BERKELEY THUNDER _J U o agency P CREEK 542.07 of the Idaho Rules for Public Drinking Water Systems IDAPA -- -- BOUNDARY LINE x SQUARE w required. No work may begin on any project without Twenty Four (24) hour prior notice. 9 Ys ( ui p (D 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). ROADWAY CENTER LINE 0 LO V w close water valves. 3. The horizontal separation of non-potable services and potable water services ROADWAY RIGHT-OF-WAY w o FOXCROFT MOSHERS FARM 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the or potable water mains shall be a minimum of six (6) feet. Where it is -------------------- EASEMENT BOUNDARY SUBDIVISION a Z [FUTURE] PROJECT SOMMERSBY request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this necessary for a potable water main and non-potable water main to cross c4 NO. 2 �pNAL F project meet the specification requirements set forth in General Construction Note No. 1. with less than eighteen (18) inches of vertical separation, the crossing shall CREEKSTONE SITE ASS NC - 24�0, EXISTING CONTOUR p� G�STFR 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) be constructed in accordance with Section 542.07 of the Idaho Rules for 00'- FINAL GRADE CONTOUR W. PIN Q� placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the -�6 05/25/2023 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, Wastewater Rules (IDAPA 58.01.16). ELEVATION @ STATION FOXCROFT MILE HIGH THE CATERBURY 17882 POINT TOP BACK OF ROLLED CHESTERFIELD PINES COURTYARDS COMMONS and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve STATION ( NO. 1 N �G CURB UNLESS OTHERWISE NOTED NO. 4 SUBDIVISION AT TEN NO. 1 work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. wherever the service line crosses a storm water treatment facility (i.e., ELEVATION ) [FUTURE] [FUTURE] MILE �rF F OF 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to N S. C seepage beds, drainage swales). TVC = TOP BACK VERTICAL CURB CHESTERFlELD AP construction. TRC = TOP BACK ROLLED CURB NO. 3 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building TRLC = TOP REVERSE LIP CURB UNPLATTED g� g g g CHECKED BY: Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be WATER PC = POINT OF CURVATURE RAILROAD DAVID A. BAILEY•P.E. approved in writing from the City Engineer. PT = POINT OF TANGENCY o RAILROAD DRAWN BY: PP 9 Y 9 1. Construction of the water system shall conform to the standards in the Idaho FL = GUTTER FLOW LINE � KSC 12. All lot, block street, right-of-way and easement dimensions shall be taken from the survey documents provided by the n Rules for Public Drinking Water Systems (IDAPA 58.01.08) as well as the GB = GRADE BREAK LU developer or project surveyor. GC = GRADE CHANGE �` J standards and specifications referred to in General Construction Note No. 1. 7, UNPLATTED � z 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements El = END INVERT SEWER SERVICEUNPLATTED 2. The horizontal separation of potable water mains and non-potable water mains �� to o are in place and functioning. SANITARY SEWER MANHOLE UMBRIA 4c. t? w � (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any �'�p ~ feet. Where it is necessary for a potable water main and non-potable water c�` jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and O EXISTING SANITARY SEWER MANHOLE main to cross with less than eighteen (18) inches of vertical separation, the a Z around the construction area. U) crossing shall be constructed In accordance with Section 542.07 of the Idaho w w O w 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the --------- SEWER SERVICE LINE J a_ w ~ Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of _ exact location of all existing utilities before commencing work. The Contractor assumes all responsibility for any and all ® � o J a a Z 0 the Wastewater Rules (IDAPA 58.01.16). O U damages caused by his failure to exactly locate and preserve any and all underground utilities. Digline # 1-800-342-1585. w w 3. The horizontal separation of non-potable services and potable water services or PROPOSED FIRE o w a J z z v Z 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit m � � = in HYDRANT g g a from ACHD at least forty-eight (48) hours prior to any construction. potable water mains shall be a minimum of six (6) feet. Where it is necessary m® M 0 N o - a- N for a potable water main and non-potable water main to cross with less than w = 0 w it it a 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water a a o a eighteen 18 inches of vertical separation, EXISTING FIRE HYDRANT ® W. FRANKLIN RD. w mains. This requirement does not apply to catch basins or sand and grease vaults. 9 ( ) p the crossing shall be constructed in tiYo N Q Q M O N N M N N to N accordance with Section 542.07 of the Idaho Rules for Public Drinking Water N O O N O O N o 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of the o w N N o N N O N improvements. This shall include clearing and grubbing which consists of clearing the round surface of all trees, Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA w < Cl) 1 1 N I 1 Ni I proposed P 9 9 9 9 9 N o rn N 1 ao N � stumps, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such material 58.01.16). j ro i `i °' Ni i °' N which, in the opinion of the Engineer, is unsuitable for the foundation of pavements. All material not suitable for future use 4. Place water service lines in a two 2 inch diameter pipe sleeve wherever the HE CATCH BASIN - ISPWC w d N M M u7 u7 P 9 P ( ) P P PER PLANS � z N M on site shall be disposed of off site. service line crosses a storm water treatment facility (i.e. seepage beds, drainage VICINITY MAP NAVD-88 DATUM 19. Survey control points which are critical to the construction of the project are located within the limits of work. The swales). DIRECTION OF DRAINAGE FLOW Contractor shall take precaution to protect the points in place. 5. The Contractor shall be responsible for providing continuous water service to all 1 „ = 600 I 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to the existing water users affected by construction. If water service must be � STREET LIGHT PLAN SHEET INDEX L.IJ Contractor incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work will be interrupted, the contractor shall coordinate with the Public Works Inspector. cause for a stop work order and possible termination. 2" EXISTING DECIDUOUS TREE (CALIPER) SHEET DESCRIPTION 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or inverts 0 prior to construction. When discrepancies occur between plans and specifications, the Contractor shall immediately notify the PRESSURIZED IRRIGATION- OHP EXISTING POWER LINE & POLE C1 .0 -COVER SHEET, VICINITY MAP & NOTES I . I Engineer. Untimely notification shall negate any Contractors claim for additional compensation. C3.1 -EXISTING SITE & DEMO PLAN W 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI's, and preparing a 1. The pressurized irrigation system must be built to the standards of the irrigation �,� � C3.2 -MASTER UTILITY PLAN ENGINEER Z Polution Prevention Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208-378-5746 district in which it is being constructed. (:� Yl IDIAN�- - - BAILEY ENGINEERING, INC. UJ for the required information. 2. Install a reduced pressure backflow preventer in any connection between the potable Puhlic �"�`° C3.3 3.6 SITE DIMENSION PLAN 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or irrigation water system and the pressure irrigation system. The device must be approved by the Works Department C4.1 -4.4 -SITE GRADING PLAN 1119 E. STATE ST, SUITE 210 pipe. All pavement shall be replaced within seven calendar days from the time the pavement and/or concrete is removed. Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Design&Construction Supplemental Specifications EAGLE, ID 83616 �+/ e, C4.5-4.6 -STORM DRAINAGE PROFILES (208) 938-0013 Q Concrete and pavement shall be replaced per ISPWC Standards. Department. ■ � ■ ■ 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with � ' ■ C4.7-4.8 -SITE GRADING DETAILS (907) 723-0496 T sewer elevations or inverts prior to construction and notify the engineer when elevations or inverts do not match plans. pressure irrigation at a maximum depth of two-and one-half (2-1/2) feet and in an ■ ■ ` C5.1 -5.2 -WATER PLAN & PROFILE KCRAIG®BAILEYENGINEERS.COM y 0 AWWA C-900 pipe sleeve with locator wire. The Public Works Department and ACHD ■ ■■ i ■ C5.3-5.4 -SEWER PLAN & PROFILE ROADWAY shall inspect all crossings prior to backfilling. � r DEVELOPER 7 4. The horizontal separation of potable water mains and non-potable water mains �� ■ ■ '� C6.1 -PRESSURE IRRIGATION PLAN TRILOGY DEVELOPMENT Z 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction permit from 9839 W CABLE CAR ST, SUITE 101 - V) ACHD or ITD at least forty-eight (48) hours prior to any construction. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. � I , I Where it is necessary for a potable water main and non-potable water main to cross ■ BOISE, ID 83709 r 1 W 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. Contact ACHD Inspection Services at 387-6284. with less than eighteen (18) inches of vertical separation, the crossing shall be ■ ■� Z > 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking ■ � � Plans Are Accepted For Public III Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA ■ 7 > W the public right-of-way. Street Construction 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD Supplemental 58.01.16). W 5. The horizontal separation of non-potable services and potable water services or potable En stamping and signing the improvement plans, the Registered Specifications. No exception to District Policy, Standards, and the ISPWC will be allowed unless specifically and previously P P P P EX SSMH-1 Engineer ensures the District that the plans conform to all District approved in writing by the District. water mains shall be a minimum of six (6) feet. Where it is necessary for a potable -C QWATER SYSTEM TO BE INSTALLED W/ ALL-WEATHER policies and standards. Variances or waivers must be specifical- n EX SSMH-2 ly and previously approved by the District in writing. Acceptance 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The roadway water main and non-potable water main to cross with less than eighteen (18) inches SURFACE W/ INITIAL PHASE OF DEVELOPMENT. PAVING of the improvement plans by the District does not relieve the contractor shall install and adjust all spacers, grade rings, manhole rings and lids. of vertical separation, the crossing shall be constructed in accordance with Section EX SSMH-3 TO BE COMPLETED TO PHASE LINES TO ACCOMMODATE Registered Engineer of these responsibilities. 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and gutter, valley 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and OCCUPANCY OF BUILDINGS. BY �e4 /�o1""faec DATE:08123/2023 Li I Q gutter or sidewalk improvements. Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). ADA COUNTY Y HIGHWAY DISTRICT W n 7. ExistingA.C. pavement shall be cut to a neat straight line 2' minimum cutback parallel or perpendicular to the street 5.1 -WATER [WEST] I , I 1••� P 9 ( ) P P P 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic PHASE 2 5.2 -WATER [EAST] THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS W Q centerline and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions during trenching red in color, with the words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly 5.3 -SEWER [WEST] ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE may require additional pavement repair beyond the limits shown on the plans. Refer to conditions listed in the ACHD Policy marked along its length. Place the tape between six (6) inches below the surface and EX SSMH-4 5.4 -SEWER [EAST] ACHD POLICY MANUAL AND STANDARDS IN EFFECT AT Manual. O THE TIME OF PREPARATION. THE ENGINEER eighteen (18) inches above the top of the pipe. ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within the road 7. Label all irrigation risers and faucets with durable tags carrying the warning \' V / U. g g y g g 0 ERROR OR DEFICIENCIES IN THE DESIGN. ALL right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb if no sidewalk) DANGER-UNSAFE WATER or NON-POTABLE WATER. VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN 0 and the leading edge of any fire hydrant. 8. Label all valve boxes and vaults with durable tags carrying the warning D WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be determined by DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum of ten AND SHORT DESCRIPTION, WERE APPROVED FOR THE 0 the field inspector. ; , EX SSMH-5 PROJECT: -NONE (10) feet outside of the Public Right-of-Way, private roadways and travelways. r , 10.All materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of the V 9. Install a reduced pressure backflow preventer in any connection between the potableLJ current edition of ACHD Supplemental Specifications. x e water system and the pressure irrigation system. The device must be approved by the �E iDiAN- 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction Standard Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water ® EX SSMH-6 \ Drawings (Current Edition): Department. a O / O 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet 0 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly LL 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. PHASE 1 PHASE 3 Concrete Valley Gutter, ACHD SD-708 executed agreement for inspection and maintenance is in effect with the applicable 3. 4.0 . ....:......... .. ... _. . ,. _ J rr ation District. Forty-eight advance notice s required. 4. Rolled Curb and Gutter, ACHD SD-702 Irrigation Y- iht48 (g ) h d ti i / � U 5. Pedestrian Ramp for Handicapped, SD-712C, SD 712G 11.Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains W a 6. Tactile warning surface (TWS) colored a standard color of yellow as per ACHD SD-712 traverse a side lot line in order to cross a street, the domestic water service and DA 7. Sidewalks, ACHD Supplemental Drawing SD-709 pressure irrigation mains must be on opposite sides of a lot. 3-29-2022 W. lNE A 1/E. Seth Oaks 8. Not Utilized 12.Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch ■,�m,E,,t■ PROJECT: � � osis,izazs . 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A (psi) with allowable loss in accordance with Section 3.1 (c) of the Standard LDIR-2022-0070 C2019-013 12. For subdivision sign installation; outside installers must be bonded with ACHD Specifications. SEWER INDEX SHEET and obtain a no-charge right-of-way permit. 13.City of Meridian Municipal Water is the backup water source for this development - A 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance with policy and existing pavement » reduced pressure backflow prevention assembly is provided as across-connection. 1 = 150 QLDIR-2022-0070 markings. ODIGLINE: 1 -800-342-1585 C� Q oM 1 � KEYNOTES = Q A Octc6 01 PROTECT EXISTING CURB, GUTTER & V SIDEWALK. co _ w 02 PROTECT EXISTING SEWER MAIN. ■� Z ~ Z 03 PROTECT EXISTING WATER MAIN. Q� Z _ __ ® PROTECT EXISTING PRESSURE IRRIGATION a ----- --- XX�___ -X� X _-------------x x MAIN. N eon \x QJ PROTECT TEN MILE STUB DRAIN. = Z PROTECT ACHD BIORETENTION SWALE. �+ W F- NOT USED. ? ww 01 ------------- — _— —---- --- ro \\ \ \ co _ ® NOT USED. Z w _ — \ ---- \\\\� W aCID �- --- x \ 09 NOT USED. J o ` \\\\\\\ '�x UNPLATTED ww NOT USED. � w 2 X\ \\ \x � 1© NOT USED. DEMO APPROX 130 LF GIRR LINE & DISPOSE OF OFFSITE. �S�pNAI FNc / oe / GROUT SOUTH INLET OF GRAVITY FUTURE PHASE I IRRIGATION BOX TO FORM WATER-TIGHT 05/25/2023� \ \ EXISTING MERIDIAN 03 \\� X SEAL. COORDINATE W NMID. \\ FOXCROFT SUBDIVISION ����oe \ \ \\\\ / I SEWER, ACCESS & \\\ -y SEWER EASEMENT. SEE \��� \\\\\`:\\\\\\ X X X ® EXCAVATE EXISTING SEWER STUB & H 2 I FOXCROFT 'OFFSITE' PLAN DISPOSE OF OFFSITE. RECHANNEL �9�F of I N SET [PROTECT] \ \\\\ T \\\\\� - MANHOLE BASE TO BLOCK STUB. F / RPM _ '�\ \\ FN \ \\ 1 NS. 0 \\ 'r i COORDINATE W/ CITY OF MERIDIAN. E \\\\ — STD x EXCAVATE EXISTING GRAVEL TURNAROUND 9 CHECKED BY: \\\\ ;� TO CONST. POND PER SHEET 4.1. DAVID A. BAILEY P.E. -------------------------- 2 \\\\ss To�\��y EXCAVATE EXISTING FIELD DRAIN & DRAWN BY: \\\\\ DISPOSE OF OFFSITE. COORDINATE W ES \\\\ \\\ \\ x MOSHERS FARM ------+-------------- ---J / ��\�o� \\\\\� \\\ \ NMID. \\\ \\\\\\ 3 DEMO APPROX 26 LF CURB, GUTTER AND SUBDIVISION ---fi- r _ \ ,� \ \\\\\� \ �© SIDEWALK, W/ 2-FT ASPHALT CUT [FOR \ \ \\\\ \\\\\\\ \x NEW DRIVEWAY APPROACH] (N \ \\\\ \\ \ g \\x uj z z 0 a NOTE: � --- - ABANDONED BUILDINGS, TEST PITS OR Q Q T I / \\\\� \\ \\ \ \ o uj — _ \, ,�\\\\ \\\�\ \ WATERWAYS LOCATED WITHIN CURRENT — — �\�' � , OR FUTURE RIGHT-OF-WAY SHALL BE 0 W z z °� Fo � aa RE-EXCAVATED TO NATIVE SOIL AND a 0 0 0 ______ / ��, \\� \\\\ BACKFILLED WITH STRUCTURAL FILL PER ED = N + \\\ \ \x N w v w w x ISPWC SPECIFICATIONS. o N M ftb \ \\\� • \\ \ \x I T / 2 \ \\\ \ ---� �\gyp \\\ \\\ \y ' T � \\\\Z 1 \� W FUTURE PHASE W FOXCROFT SUBDIVISION 4 / \ \ / 4 i .� I III I I I I - I I 0. / I I II III n 1 > ------ -- -- ----------- - - ---------------- -------------- ---� - ------ - -- A4 I � I --- --------------,--------------------------------------------------------- --------- - ------- -- -- - ----- ----- ----- ----- ----- -- ---- -- I i 3 _ W F '✓ — — — — — = 61 — H _ — —SE) — — - - - - - - - - - - — — — — — — R w w w w w =w w w - --- — — — — — - ---_ - Rl IV /� `\V—MR— 01 n — — —— — — — — —— — — —— — — —— — — —— — — — — — — — — — — FapEGR �zEG — — — �'®' R EGR — s s s s I — --= '--- —� — — =— ---- L. , EGR —ECG II x Di i3 _ PINE AVE.. — I — — — — — — — — — _ — — ---- ------------- ---------- D88)=2558.86 PI PI PI — -- % ;:PI PI PI P PI PI PI II �_o — — - - - - - _ _ YP -PI PI PI PI PI PI "- - � � \ � 0— — — — o — — — — — 5.00' A5 P O o 9 O 290' 5.00' PI \. \. I — — — — _ — i — I II -p�_ �/ / T M CHI' VLL V z O 0 U J x - O X LL W QN DATE: 3-29-2022 co PROJECT: 50 0 25 50 100 C2019-013 SHEET SCALE IN FEET 1"=50' C3ofA C� Q M 1 o � PHAS NG L M TS HATCHEDLEGEND M QM ° cp (D a ./�� ca' o '�) = N T SS EXISTING SEWER LINE = Zco W EXISTING WATER LINE Z SD NEW STORM DRAIN S W NEW WATER LINE __ a _____________ S NEW SEWER LINE �U o_ PI NEW PRESSURE IRRIGATION LINE _ Z N aoi W/SERVICE W IRR NEW GRAVITY IRRIGATION LINE � W w -- -- BOUNDARY LINE MENEM Z ■� co U \ � e0r ,, ROADWAY CENTER LINE -----S-------'--�mmyWoW IW a\IIW- I ' ---I ---—,'- --` _ -k r-,r. i +_i _-_-+i++�\-I\++.\_f-`\+\_`++`_/i,/\+�O++pl�=/pyq y+S_F- +11 _�,?\--�`\=--��++-a`•'6\/-=S�+-'=®\�_br pi i ei/+.—-\\---+---II. -s��I��+/a'•/0\_`M-rI�—/r_-`o-e\II F=' �+,\\\T 9-�. r+\ .—�._/\.\-/O\�—.-.._\-—\-�.\.—��.—�/�.J\%L'{II�IlI/-\/\�I�-//�/\teG r—/\/\_\\\�i\�\•\/-/' '�\_:-\•ei,.\� \\ IIIIIIIIIIIt IiIIIIII . /IIIiIIIIIIIIIII IilIIIIIIIlII IIIliIIIII II Q— z e O F JwS1 � S_M VS�zLQ T .F LE C � RF.1 .N3P �c � � w�WWW(o Tpe ROADWAY RIGHT-OF-WAY W o � — — — � PHASE LINE > SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE N )NAL -- SEWER SERVICE LINE\ FUTURE PHASE TYPICAL SINGLE WATER SERVICE e°r 05/25/202 17882 BUILDING C+ TYPICAL FIRE SERVICE OPROPOSED FIRE HYDRANT g0 N CHECKED BY: DAVID A. BAILEY P.E. T°e ® CATCH BASIN DRAWN BY: p tsC�UILDI+NG D + STREET LIGHT z BADING z z F Q+ + + > T°e a � N CIV ` N NO O N NI 00 1 1W o Ix z N o BUILDING F ` e IOA4 ftb Toe� \ \ : - II r FUTURE PHASE - FOXCROFT >,> SUBDIVISION 1 ' TILd BUILDING H LL1 - ------- __ - - -----7- ---------- - 77 w w w , - �. w w — E -— ---- --- - -- - - -- - --- -- - - -- - - - - —— — 3-- -- — — —— — SINE A�/L 141 s - - - - - - - - zz 3 o A -- -- -- — — _ — — — — — — —Y Y— —( — — —, — `---- t �ai_ � ll•. : ;'-: .-.-..-.t� PI PI PI PI PIPI PI PI Pi P PI P P PI PI PI — — Pio — 5.00' -- - 00 — 5.00' I�IE �CHI! TIBMW LL U0 V) X0 LL DATE: 3-29-2022 Seth Oaks PROJECT: cc 05/31/2023 C2019-013 50 0 25 50 100 rVJ n =SHEET SCALE IN FEET 111=50' C o21 1 - - - - - - - - - V OME Ln og eoi KEYNOTES , = Qc eol F LEGEND o \ \ O COVERED PARKING — SEE ARCHITECTURAL PLANS. STD SS EXISTING SEWER LINE = C3 w ■E co O CONSTRUCT TRASH ENCLOSURE — SEE ARCHITECTURAL PLANS. 9/� W EXISTING WATER LINE Z _ Rod \ SD NEW STORM DRAIN Z _ _ \ W NEW WATER LINE = a \ SHEET 3.3 S NEW SEWER LINE MENEM NOTE: %w o REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS PI NEW PRESSURE IRRIGATION LINE _ N ----------------------- ARE FOR REFERENCE USE ONLY. W/SERVICE W Z tz w m IRR NEW GRAVITY IRRIGATION LINE U) 800— NOTE: W w T0B ------ REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. -- -- BOUNDARY LINE Z w ■— — SHEET 3•rj - - - ROADWAY CENTER LINE � 5 U) co - - - - - - SHEET 3.4 o Z wco Toe \ \ ROADWAY RIGHT-OF-WAY yi < o TO o 80 \ \ SHEET 3.6 J_ � � � � PHASE LINE uj uj w 19 _ T l \ • \ °— L SS \ \ FN SANITARY SEWER MANHOLE Q ------ Z w z _ STCIe � \ \ o S — — 7 \ \ \ °Rq \ \ W. PINE A l/E. EXISTING SANITARY SEWER MANHOLE cw > ° / a Q o S \ \ \ --------- SEWER SERVICE LINE S�pNAL EN ° \ w m ° \ \ S SS \ \ \ \ \ \ 80 INDEX oo AP TYPICAL SINGLE WATER SERVICE �����C' ° S \ O \ Q 05/25/023 o \\ \ \ \ TYPICAL FIRE SERVICE17882 \ / \ // OF o ° \ \/ / / / / ° \\ \ \ \ \ \ \Oe \ PROPOSED FIRE HYDRANT ,�9TF O \ \ s \ \ \ NS. C� CHECKED BY: o \ \ ` 20 0 10 20 40 ® CATCH BASIN DAVID A. BAILEY•P.E. \ \ \ \ � DRAWN BY• m STREET LIGHT KSC SCALE IN FEET m 4 \ a BUILDING C \ \ \ \ \ \ \ \ \ /\\ ° \ TTn ui N M/ 8 0 0/ J z 0e ° q/N ` W W ° cq o ° /\\ \ ♦ 81 \ ° \ \ \ \ \ \ 0 N N W o I \\ co \ _ \ \ ♦ — I N o \ / ° / \ S / ° ° /'/ \� \ Oe z 00 \ \ \ Es � \ °� / moo. ,._SQ � / ♦ \ \ 9 00, V) z IIA w \ BUILDING D \ \ \ \ \ LLI \ Lu oa I \ \ `\ // /l / � \ \ it ♦ ^ /\ \ \ /qN / l/� \ ° \ \ \ \ \ \ \ \ 7 \ S ILL cn ° �\ / / \° ° S \ \ ° I nP \ \ \ ♦ / so / /Q �l / a ° a ° \ U / o 900 \ \ O `\ / 1 \ \ ° ° ° ILL �x C6 ,, o a w / ° \ \ ♦ \� \ // 44LLI a llJ ° I ° v08 \ ° ° I/ O / ♦ \ / \\ ♦ S / I Ii \ \ BUILDING E lTb o SO ° ° 0 ° rn to Lo a I m BUILDING �>> ° 7 �_ U o ° I // \ ' ``ice/ I (O S I \ \ ° a - O S� // ♦ / \ \ � �� � \ `/ ``i �^ ° ° e I \ \ �O/ LLI Lli O ° , O = LL ILL \ ° / ILL. SD- Q O ° DATE: O \ f a °a // 3-29-2022 a / S Q PROJECT: a/ Q \� C2019-013 T L \ ( ° SHEET MATCH SHEET 3. 4 °° _ MATCH SHEET 3. 4 MATCH SHEET 3. 4 XC3o I Q O E LEGEND KEYNOTES = aLn TF o O COVERED PARKING - SEE ARCHITECTURAL PLANS. N SS EXISTING SEWER LINE SANITARY SEWER MANHOLE ST�O = C3 w W EXISTING WATER LINE O/�q/N INDEX MAP 2O CONSTRUCT TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS. •i Z_ ~ SD NEW STORM DRAIN EXISTING SANITARY SEWER MANHOLE 1 =200 Z 3 W NEW WATER LINE SEWER SERVICE LINE S NEW SEWER LINE SHEET 3.3 NOTE: o.. REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS PI NEW PRESSURE IRRIGATION LINE TYPICAL SINGLE WATER SERVICE ARE FOR REFERENCE USE ONLY. _ w W/SERVICE W _Z tz IRR NEW GRAVITY IRRIGATION LINE TYPICAL FIRE SERVICE NOTE: Lu U) REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. W F_ -- -- BOUNDARY LINE PROPOSED FIRE HYDRANT —\\\— ° II I /- I /-iw=CL2 / - oiol` � N(O rQ5nL^A�L LL c V� FCZ iSPy G\ �"'J� - — ROADWAY CENTER LINE SHEET 3.5 wSHEET 3.4 �F zcco RIGHT-OF-WAY c W Q SHEET 3.6 ? wPHASE LINE ® CATCH BASIN Ld w STREET LIGHT W PINE A /E. O\STE,4F 5/25/2023MMATCH SHEET 33 ATCH SHEET 3. 3 ATCH SHEET 3. 3 82 Id, N OFNS.— — 90.0' CHECKED BY: DAVID A. BAILEY P.E. O VAN � DRAWN BY: — — — — — — KSC IWOwa- SD SD SD ATER E�EMENT ° Lli li- o w� NO ILL. w — zQ O zJ �U O z; ° ~ wcl72.0' 68.0' cl Q Q r uj a_ N to No oBUILDING J NNco — — — — — — — — — — — — J SD Wi IW OO O O 0 a 26.0' -I �6 r — r 0 o � (6 CLUBHOUSE/POOL in VIN 90.0 o 86.0' \ ° a 17.0' Lu ° ° SID S SID ° 7.0' 26.0' 7.0 SD 1 SD ° � 1 0 VAN VAN oO N 4 o BUILDING A ------ ° k ILL ° N ILL D � Q Q LL. \ 54.0' ----- 0 IL LO — — — — — — — — — — 29.0' - - - - - - - - - - - --- - - - — — — - - - - - - - - - - - - d Q v0 ° Ww ao Wl — _ _ _ _ __ _ _ _ _ = X X Q loo-oot w P LIE 4 VE 13: — :2 V) 20 0 10 20 40 a DATE: 3-29-2022 SCALE IN FEET PROJECT: -013` ° 1„_20, C2019 � I SHEET ° ° ° ° d ° °— — — — —° °— — — — d — ° . J3stl - - — — — — — n— - - - - - - - - - - - - - - - - - - - - - - - - - - . a \ \ \ \ \ Q p U SSco KEYNOTES a c \0 \ \ V cl \ \ \ \ \ \ 10 N COVERED PARKING - SEE ARCHITECTURAL PLANS. — > Z \ SS \ \ ST�e \ LEGEND \ \ \ \ \ \ \ \ \ \ \ \ \ \ W tz Z w \ \ \ \ \ \ \ \ T0& \ \ \ \ SS EXISTING SEWER LINE :;II W U) Lai ui \ \ \ \ SS \ \ \ \ \\ \ \ W EXISTING WATER LINE _Z \ \ \ \ \ \ \ \ \ \ TO \ SD NEW STORM DRAIN M C3 (° w ° \ \ \ \ (() W NEW WATER LINE W Q co S NEW SEWER LINE w w _ \ \ \ PI NEW PRESSURE IRRIGATION LINE c� ° \ a \ \ \ \ \ \o\� \ W/SERVICE V w BUILDING E ° \ \ SSNI IRR NEW GRAVITY IRRIGATION LINE \ \ \ \ bi - BOUNDARY LINE \ - - - — ROADWAY CENTER LINE co S\ONAL d EN \ \ \ ROADWAY RIGHT-OF-WAY o�� �G\STE,y Q d \ X 05/25/2023� PHASE LINE SANITARY SEWER MANHOLE 17882 � \\ \ \ B Q 0 EXISTING SANITARY SEWER MANHOLE F of \ S. \ \ \ S. C�P\ ° \ \ \ \\ \\ \ \ \ \ --------- SEWER SERVICE LINE SS \\ \ \ \ TYPICAL SINGLE WATER SERVICE CHECKED BY. Og 0 DAVID A. BAILEY P.E. ° \ \ DRAWN BY: TYPICAL FIRE SERVICE KSC PROPOSED FIRE HYDRANT \ ® CATC H BAS I N N ui 6O / d d° ° o STREET LIGHT J a • I i� I \ ry °° ry � � M / / 108 0' ° BUILDING F o > z -\ \ \ \ \ NOTE: 0 0 REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS w 4 ARE FOR REFERENCE USE ONLY. w of uj N m O N 1`0 O N d NOTE: 0 o w \ W \ 1 \ ° REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS4 44 , HARDSCAPING. LLJo I N 0 cq \810. l /\ \ \ \ , ° O w fI a \ O \ z N \ \ \ \ \ d d d ° \ \ \ ° V z\ ° tiii Q ° \ w / 08 0 ° ° Sp �F ST 5 ° d d d 9 / \ \ \� \ O ° d ° ddLLI 00 / , \ O \\ \ \ ° w d \ \ d ° = SHEET 3.3 w°a d \ \ \ \ d ° V \ \ \\ = W U (n '�- - - ° d °\ \ \ / � ~ SHEET 3.5 Q SHEET 3.4 Q - _ I \ w SHEET 3.6 W = 0 I \ \ s0 0 � j \ \ \ W. PINE A l/E. wN 4 I° ° ° ° a \ \ / INDEX MAP z 14 1"=200' V / ui I — I d ° ° ° °° °1 ° d 44 ° a ° \ ` w d d ° p SD a ° d ° d w d i i Q I I I II 1 �! \\ BUILDING H r a- w d w � w • x w e w - d bi = i i ' v ' J a:i °° d ° . . . ------------ ------ ---- ------ = e d ° U d LL Q — - -L - - - - - - - ° - - \ - - - - - - - - - \ - - - - - - - - -- - - - - - - DATE: _ 3-29-2022 - Q PROJECT: C2019-013 20 0 10 20 40 —SHEET— SCALE IN FEET 1"=20' C3o5l Q O E Q i W Q F KEYNOTES - 00 ON N T COVERED PARKING - SEE ARCHITECTURAL PLANS. = 0 w \ T� ■- Z ~ \ \ \ o= B O�'4�N O co CONSTRUCT TRASH ENCLOSURE — SEE ARCHITECTURAL PLANS. Z I Z SHEET 3.3 MENEM 0. 0 — \ ` \ 4!4��= LEGEND W a � tz W w 457 SS EXISTING SEWER LINE Z , ■ENEM coSHEET 3.5 w EXISTING WATER LINE o SHEET 3.4 SD NEW STORM DRAIN W � o W SHEET 3.6 W -j � - U�_IQ�U� , -\° —\\" /\��\\\/\\/\S\/S�/\\q N\a�//\\\w//�\/\�_/�/\\;\\j°\i_v//a\—1\\°v\\�\\�\\\v/\—\\/�\\o�\�♦—\\\/�\\ /\—a�\/\/\\\/!\/\\Av\\a\�♦°��\o�v\Q�J\\�—\��\�v�,\_�\\,\/\\°—\°�\°°\�Tj\��'\��—°\�\\/a�/\_\\\\\\,\\\\°\\\/ \\\�\\\°\—�=\v-'-S;I'S°, -c�\,\_\`--\-°�-\\-\-\-\--\-♦-\-\-v,_,\\�\—\\—�4\2S\•0T\—F\,\N\/\1--\/\\ a\\\/\/S\—\\T\\♦S\B\—\\�\�\—�\\w�\\\—\\—°\\\♦\\—\J\\\°� \\,♦a— \\vw\ o� IITI I III II I II o_\e�I��\IIIIIIIIIIIIiI IIIIIIII1IIIIIII III IIIIIIIIIIIIIIII�IIICIIII�IIIIIIIIII IIII I �IIIIIII IIII II IIII III W NEW WATER LINE �WeeQ��c Jn L V\F Fi y p G ui /wW S NEW SEWER LINE PI NEW PRESSURE IRRIGATION LINE W PNE AVE W/SERVICE IRR NEW GRAVITY IRRIGATION LINE BOUNDARY LINE �°e �°z INDEX MAP ROADWAY CENTER LINE G\SE,Q Q 1"=200' ROADWAY RIGHT—OF—WAY 05/25/2023 � 82 SS � � � � � PHASE LINE SANITARY SEWER MANHOLE OF TOe 6- EXISTING SANITARY SEWER MANHOLE IN S. CAP� 8� SEWER SERVICE LINE CHECKED BY. DAVID A. BAILEY P.E. DRAWN BY:TYPICAL SINGLE WATER SERVICE KSC TYPICAL FIRE SERVICEToe \o� PROPOSED FIRE HYDRANT SS CATCH BASINLd T0 \ STREET LIGHT o �Z0 w z S a ww W uj ❑ wN� Y REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS tO ARE FOR REFERENCE USE ONLY. 0 N NOTE: V) � N Ae Li 0 NBUILDING G , . j 00 LLI � \ z "Lido � ° `4U U) Lij � o' LLJ 90. , a a 63.0' ) o � Lu � c> 290 Ld 0 �� � 7 a Q � — � — MEN < - - - - - - - - - - - - - -W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - � - - - - - — — — — Ld � wQO ,WWI<w� ` a . ; a . e s . , •I -low 22 . . . \ rsT e L\ L F�l s s s s s s EEG EGR Z DATE: cc PROJECT: C2019-013 20 10 20 40 aN SHEET Pi Pi Pi = Fll SCALE IN FEET 1"=20' XC3o I C>t Q M 1 o � = QA � GRADING PLAN LEGEND, NOTES KEYNOTES _ a cp SG TRAP #1N.1 - SEE STORM DRAINAGE PROFILE, SHEET 4.5 © CB #1 DIRECT.2 N '� F & SG TRAP DETAIL, SHEET 4.7. INV IN:2557.19, INV OUT:2557.19 > �- EXISTING CONTOUR (1' INTERVAL) 15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB PEDESTRIAN RAMP SLOPING DOWN ( ST DA #1-1N (QPw--0.22 cfs, QPz5--0.19 cfs) CONST. 73 LF 8" SDR-35 00.40% TO POND #1 = C'3 w m W/ ARROW DIRECTION) C/B INV 0 POND:2556.89 - INSTALL RIP RIP & TRASH RACK AT FINISHED GRADE CONTOUR (2.5' INTERVAL) �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER ��9/� INDEX MAP 20 SG TRAP #1 N.2 - SEE SG TRAP DETAIL, SHEET 4.7. INLET. TRAFFIC-RATED CAP REQUIRED; NO GRATE NECESSARY L Z RAMP SLOPES MUST MEET ALL ADA GUIDELINES & REQUIREMENTS. � Z FINISHED GRADE CONTOUR (0.5' INTERVAL) �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE 1:12 MAX SLOPE, NO TOLERANCES ROBS-S ORE, FLAT LANDINGS FOR 1"=200' 30ENTS. CB #1-2N (QP5o=0.61 cfs, QP2s=0.51 cfs) ® SG TRAP #1S - SEE STORM DRAINAGE PROFILE, SHEET 4.6 MAN�15.58 EG EXISTING GRADE SEE STORM DRAINAGE PROFILE, SHEET 4.5. & SG TRAP DETAIL, SHEET 4.7. 15.58 TOA FINISHED GRADE TOP OF ASPHALT DA #1-1S (QP5�0.19 cfs, QPzs=0.16 cfs) ■� a _ NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% SLOPE _ � a -15.58 TOC FINISHED GRADE TOP OF CONCRETE DIRECTION OF SHEET FLOW THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE AREAS AND ROUTES). SHEET 4. ®0 INV:2558 OBLDG.1 1 ® CB #1-2S (QP5o=0.50 cfs, QPz5=0.42 cfs) W ALL SIDEWALKS WITHIN DEVELOPMENT SITE MUST BE ADA ACCESSIBLE SEE STORM DRAINAGE PROFILE, SHEET 4.6. Z w 11.00 FF BUILDING FINISH FLOOR ELEVATION CONST. 73 LF 8" SDR-35 00.40% TO CB#1-2N.BLDG.2 W '-15.58 Sw FINISHED GRADE AT SIDEWALK (2.00% MAX CROSS SLOPE, 5% MAX LONGITUDINAL SLOPE). � Z) 10.60 BRZ ELEVATION AT FACE OF BREEZEWAY CONTRACTOR TO VERIFY SLOPES AND NOTIFY DESIGN ENGINEER O CB #1-2N.BLDG.2 Q® CB #1-2S.BLDG.1 ►� y� � (CONNECTION TO SIDEWALK) IMMEDIATELY FOR REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. INV IN (8"): 2557.76 INV:2557.57 W w AINV OUT (8"): 2557.76 CONST. 71 LF 8" SDR-35 00.40% TO CB#1-2S.BLDG.2 Z w ---- -- \ CONST. 47 LF 8" C-900 00.40% TO CB#1-2N CB 1-2S.BLDG.2 Q NOTE: ALL CONCRETE IN PATIO/POOL AREA HAS BEEN DESIGNED AT SHEET 4.3 ® # ■� Z w `O 0.50%-2.00% FOR FULL ADA ACCESSIBILITY. SEE NOTE ABOVE RE: SHEET 4.2 INV IN (8"): 2557.2900 DA #1-2N.BLDG TOTALS: QP5�0.32 cfs, QPz5=0.27 cfs INV OUT 8' 2557.29 W cn o_ REDESIGN IF ANY AREAS FALL OUTSIDE OF SLOPE RANGE. SHEET 4.4 ( ) _ `� J © NOT USED. CONST. 33 LF 8" SDR-35 00.40% TO CB#1-2S ? ui L SS SS DA #1-2S.BLDG TOTALS: QPS�0.27 cfs, QPz5=0.23 cfs a � � �� � O CB #1-3N (QP5o=0.43 cfs, QPz5=0.37 cfs) SEE STORM DRAINAGE PROFILE, SHEET 4.5. NOT USED. W. PINE A l/E. z ® CB #1-4N (QPso=0.40 cfs, QPz5=0.34 cfs) ---- S \ CB #1-3S (QP5o=0.45 cfs, QP25=0.38 cfs) SEE STORM DRAINAGE PROFILE, SHEET 4.6. S\ANAL FN SEE STORM DRAINAGE PROFILE, SHEET 4.5. CB #1-4N.BLDG.1 � T \ INV:2558.50 CB #2 DIRECT.1 oe 1 INV:2557.29 -CONST. 38 LF 8" SDR-35 00.50% TO Q" CONST. 73 LF 8" SDR-35 00.40% TO CB#1-4N.BLDG.2 _ Q:2557.10 05/25/2023 CB #1-4N.BLDG.2 NOSTALND L2RIP TRIP & RADSH RACK AT INLET. 17882 �j' E IDIAN�- ® INV IN (8"): 2558.21 CB 1-CLUBHOUSE N.1 N%� �` Hll INV OUT (8"): �® # T 2558.21 9 POND 1 1 � 0� ' � ��� \ \ \ CONST. 47 LF 8" C 900 00.40% TO CB#1 4N INV:2558.61 � F \\ \ \ \\�\ \\ \ CONST. 33 LF 8" SDR-35 00.40% TO CB#1-CLUBHOUSE N.2 4c1 RP\ X \� a V50: 13,812 FT 3 \ \\\ DA #1-4N.BLDG TOTALS: QP50--0.34 cfs, QP25=0.29 cfs S. C \/ / X\ \ CAPACITY: 14,600 FT-3 NOT USED. �j ® NB #N$LUB�0 58.47 SE 2 \\ \/ / /\ TOP OF BANK: 2559.25 \\ \ \ ` 0 ( ) o\ \\\ INV OUT (8"): 2558.47 CHECKED BY: BOTTOM HW LINE: 2558.75 �0 �\ \\ \ \ DAVID A. BAILEY P.E. / BOTTOM OF POND: 2556.00 ��� �' S � � \ \\ � © CB #1-5N (QP5o=0.39 cfs, QPz5=0.33 cfs) CONST. 81 LF 8" SDR-35 00.40% TO CB#1-CLUBHOUSE N.3 50-YR DEPTH: 2.75 FT S \\ SEE STORM DRAINAGE PROFILE, SHEET 4.5. DRAWN BY: BSM LENS AREA: 3,704 FT^2 \ Qe CB #1-CLUBHOUSE N.3 KSC \ \�\� CB #1-5N.BLDG INV IN (8"): 2558.15 \\\ \\ \ HIGHEST GW ELEV:2553.0 60.15 \ \ \ Seth Oaks %INV:2558.30 INV OUT (8"): 2558.15 SEE SECTION, SHEET 4.7 GRATE oe \ �\ - ( ) 05/31/2023 CONST. 40 LF 8" SDR-35 00.40% TO CB#1 5N CONST. 31 LF 8" SDR-35 00.40% TO CB#1-4N LDIR-2022-0070 DA #1-5N.BLDG TOTALS: QP5�0.20 cfs, QP25--0.17 cfs # DA 1-CLUBHOUSE N TOTALS: QPs�0.56 cfs, QPz5=0.48 cfs \ \ \\\ \ \ ® NOT USED. a cn \\ \ \. \ T �\ CONSTRUCT CONVEYANCE SWALE PER DETAIL SHEET 4.7. CB #1-6N (QP5o=0.57 cfs, QPz5=0.49 cfs) ROUTE TO POND, GRATE OR INFILTRATION SWALE AS SHOWN. / /\\ 15" SDR-35 ®0.40% \ BRZ. 2561 . 40 /� \ \ \ SEE STORM DRAINAGE PROFILE, SHEET 4.5. ® CONSTRUCT INFILTRATION SWALE TYPE 'B' PER DETAIL w s / / / , ° \ FF: 2561 . 80 \. \ \ S , \ \ ® SHEET 4.7. Z ¢ i ° 61.30 SW \. 9 v� CB #1 DIRECT.1 o 0) \\ \ ° \ 61.30 SW \ INV:2557.49 ® CONSTRUCT INFILTRATION SWALE TYPE 'C' PER DETAIL O w I // \ / \ a \ \ �0 SS \ CONST. 74 LF 8" SDR-35 00.40% TO CB #1 DIRECT.2 SHEET 4.7. z � N � CATCH BASINS IN DRIVE AISLES SHALL BE 30" 60.14/TOA�\ ° \ \�� � � a o I ��\ 01 59.77 T ' i a�/ / \. ��` PRECAST MANHOLES WITH 12" SUMP, TRAFFIC-RATED o: z = �° 9.95 TOA- I ° ° ° ° \ // �\ �� CAST IRON RING & GRATE. N c� w 59.52 TO)"-, / ° // \ \ SS w ¢ m 59.91 TOA I -��� \_ rj /_ / \ �\ CATCH BASINS IN LANDSCAPE AREAS SHALL BE N O SG TRAP N. / 60. 0/TOA / a° s0.15 \ 12" NYLOPLAST DRAIN BASINS W/ 12" STANDARD N o 0 / \ 59.45 GR �_ / 1 / ° GRATE I N N cry p i ° ° \ //j �� GRATE [OR APPROVED EQUIVALENT. W I / /N 15" SDR-35 01.01% hq o N a CD .S i 60.70 TOA _�% F 2 \ Qj ® CONST. 8 LF 8" C-900 UNDER WALK (SWALE - 00 N \ \ �r 61.30 SW CONVEYANCE) OR CATCH BASIN W/ GRATED RIM & Ld p \ ` 8� E 6� / 60.47//TOA ° O 2S' � z a \ .S 1 J \ / ° 61.30 SW / �\ PIPE DIRECT TO INFILTRATION BASIN) R l pr o ° 15' SDR-35 00.25% SG 1-N.2 so. /� ° \ 2 ' / 4 60.15\\ 60.25 T 2.56 60.17 TOA % I r ` / / \ \ \CID \\ �`} �'� 0.41 TOA sg o \ 60.15 TOA 60.43/TOA / `° ° � \ 2� 0 10 20 40 1 60.31 TOA 60.17Av J� 60.38 TOA / \ �� M / 60Jb TOA � \ S l 60.91 TOA 3 / 60.�/0 TOA / , , a / 60.75 TOA �, �� SCALE IN FEET a " 60.27 TOA // ,,_ 60.61 TOA \\ \ � \ =2�� 15 SDR-35 ®0.24% 60.35 TOA ;/ i / ` , S W 60.39 TOA 7 � 9.78-GRATE �qN \ S //� 60.20 TO' I , 60.,5 oA � BRZ• 2561 . 65 III � � � 60.33 TO.. - -�J ;� c6 1-2N �0 60.34TOA �'J / ° ° FF. 2562. 05 60.35 TO � � , � s / �� �� 61.55 W SS � � 60.42/TOA ; N 6�' 60.40 TOA 60.89 / o / \. \ S \ U) \ . . 59.7 -2.6 60.30,tOA 4j „� 60.44 TOA 60.86 �/ ° 6 . 5 SW \ GRA �� 60.31 TOA i �i ` ' i i 60.81 0 /VqN I I \ 60.15 TOA �Q i i i \ ° �D SG TRAP/ 1-S i 60.81 A 60.15 TOA 0 \ 8 /� Q ° i I I � s �i\�\�` // �� � ' �% 60J4 TOA � n 3 �� 60.95 TOA a. Soo 2560'0 ;,�'_,// �25°0 60.37 / �\ 60.34/TOaC .�60.15 TO 60.01 TOA ` ` / / °9 \ GRATE \ 60.45 TOA \ 60.38 TOA 60.95 TOA / ° a / 60.55 TOA // 60.33 TOA / 60.85/TOA / °CB i � w / �` 61.55 SW CB 1-2S `\ i i A / \ 61.55 SW / 60. ° ° i �� °, 60.70 TO / \ 60.44 TOA,ti, N� h. / / I 60.41 TOA / 60.65 TOA0 Z > ° 60.40 TOA l �' i �• 7 60.61 TOA ° ui 60.46 TOA i C�� ° i W l ° l / yb 60.51 TOA Gj ' 59.60 g 60.95 TOA ° 60.37 GRATE // _ 8 / GRATE / W ^� ,� 10% 60.59 OA \ yq / I / TOA 60.49 TOA 1 w CB 1 'd A 2 / s� / � 71 TOA , �SE 60.95/TOA / �� � \ ° 59.94/TOA 60.00 TOA 77,TOA � 60.38 $ 'qs \ / / 61.03 SW \ �59.95/TOA /' / F7 / 61.15/%0A w 60.06 TOA 60.47 TO \ ° \ ° 60.33 TOA o // �� 60.64 TOA 60 54TOTOA N� '1 / 60.9 /BOA r ..\ BRZ: 2562. 15 0 ° 60.44 TOA 1?ry �% I / 60.59 TOA 60 47 TOA \ O / �qN X ° ° 1 t / POND 2 / 60.68 TOA /60.19 \ \ 5 / / ° / 60.44'TOA // \ 60 8 TOA a�° ATE �\ w / /� a ° \ V50: 3,212 FT 3 CAPACITY: 3,885 FT^3 / / N 2560'5 ®� Gj /% ��° / \ _ � / \ a ° \ F F: 2562. 55 / N Q N \ \ // 61. 3 TOA Q TOP OF BANK: 2560.00 ° a / •26g�/ 2�60 / 60.52 TOA // �W:-:-�-60.8 9 TOA // ° ° \. 2'07 SW 61.30 TOA 100-YR HW LINE: 2559.50 / / 6J85 TOA / 60.85 TOA 61.47 TOgyyBOTTOM OF POND: 2556.00 59.95 / 6.85 TO A 1-3S ° a \ / I \ \`�° / / ° ° 6 ' 7 81.34 To I 50-YR DEPTH: 3.50 FT GRAB 60.85/TOA r � ° � O 60.69 TOA ° ° ° ° � 60J2 TOA w.� �\ � � 61.25 TOC ° � � � \ w 60.77 �TOA U a BSM LENS AREA: 433 FT^2 61.02 SW ° ° / / / 0 60J5 TOA ° \ // / \ / OJ9 TOA 61. 07/TOAA °° I ` HIGHEST GW ELEV:2553.0 / / 3 - 1 60.90/.-A \ / SEE SECTION, SHEET 4.7 61.04 TOA 6.67 TOA e% °° 60.9�TO�A w / 61.1 /TOA Q 61.04 ° §§ Zq ° ' 61.99 TO, 60.88 TOA / 3�j ° �a ° �D.67 TOA N ° ° / 61.19 TOA / 60.89 TOA\ 60.39 GRATES TOA CB 1-5N -i 0 BRZ. 2561 . 10 GRATE a ° -� ° 19 O 59.95 \ .,\ °� ° ° ��,,f� --�.;` 3 ° ° ��� l' � /'�\ ` ' w � r 61.47/T � ° FF: 2561 . 50 ° J / ° ° 62.47 TOC Q2 // \\N � °° < `` 6 3g g1.OQ/ TE ° 61.1/1� TOA 5 h w 61.30 TOA l J / 60.78 TOC ✓� OA ° �� 62.4 / 61.15 ^ �} ° 1/ 60.65 TOC 60.42 TOA ° } ^� 62.52 // �R 61 24 TOA 60.44 TOA 0.71 TOA TOC ° / 3S w 19 TO � a 60J9 TOA �� � \ 61.19 TOA I +� O TOA 3 «�60.62 TOA \ / 60.82 TOA \ ®� bLL ° 59.95 / a 60.61 TOA ° / 23g / 61.57 GRATE ° \ ' � x ^ L // °° �0 60 2 TOA ,`� �. /N 21//TOA r 6 s I60 17TOAA ° 9 9 62J0 TOC ,62.50 TO 1 °� 61.71 SW / ° a \ / / 61.02/T071 w qSF 61.04 TOA \ // ° ° ° \ 62.70 TOC ° ° a 61.09 \ °so 8/ ��_1:0% 62.70 roc POOL - / a r / w SSE 1 DATE: /_/6 62.70 TOC 62.70 TOC �0g 61.61 g / s� / 60.74 \` 3-29-2022 62J0` �1 62.70 TOC 62.55 TOC GRATE ° roc s ° s2.7o TOC 61.80 -- ... GR� .�% PROJECT: 62.70 TO GRATE 62.45 ° C2019-013 H oT s: l� 62 a°/ _ _ \ a ° 61.0 TOA h�O� 61.124To SHEET E ° ° \ 60.83 T(3A N Z ° / 62J0 pC 62.70�10c `` TOC 0 \° ° MATCH SHEET 4. 2 °° �6Qz89 TOA / ,� ' MATCH SHEET 4. 2 '� �6�' 9 M ATCH SHEET 4. 2 b c4o 13 ■ C� Q M E _ 9 KEYNOTES o 0= Q .i TF SG TRAP #2 - SEE STORM DRAINAGE PROFILE, SHEET 4.6 & 11 CB #1-5S (QP5o=0.71 cfs, QP25=0.60 cfs GRADING PLAN LEGEND, NOTES RAMP SLOPES MUST MEET ALL ADA GUIDELINES & a co N ti1/�F O SG TRAP DETAIL, SHEET 4.7. O SEE STORM DRAINAGE PROFILE, SHEET 4 6. ® NOT USED. REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX `D,A N ST DA #2-1 (QPw--0.70 cfs, QP25=0.59 cfs) 27�Q EXISTING CONTOUR (1' INTERVAL) CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO = w �6 © NOT USED. NOT USED. TOLERANCES FOR ADA REQUIREMENTS. ■i Z #2-1 N.BLDG.1 IN FINISHED GRADE CONTOUR (2.5' INTERVAL) NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% Q� Z INV:2558.43 © NOT USED. � CONSTRUCT CONVEYANCE SWALE PER DETAIL SHEET 4.7. ROUTE �� Z CONST. 54 LF 8" SDR-35 00.74% TO CB#2-1.BLDG.2 TO POND, GRATE OR INFILTRATION SWALE AS SHOWN. ?>> SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE Seth Oaks CB #1-8N (QP50--0.56 cfs, QPs5=0.47 cfs) , �- �.$�� FINISHED GRADE CONTOUR (0.5 INTERVAL) AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT = 5 osisvzozs O CB #2-1.BLDG.2 ® SEE STORM DRAINAGE PROFILE, SHEET 4.6. ® CONSTRUCT INFILTRATION SWALE TYPE A' PER DETAIL SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, ■� a LDIR-2022-0070 SHEET 4.7. 15.5a TOA FINISHED GRADE TOP OF ASPHALT SHEET 4.1 INV IN (8"): 2558.03 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY INV OUT (8"): 2558.03 © CB #1-8N.BLDG.1 CB #1-CLUBHOUSE S.1 �15.58 roc FINISHED GRADE TOP OF CONCRETE SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR = w CONST. 113 LF 8" SDR-35 ®1.00% TO SG TRAP 2 INV:2559.05 0� REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. Z # INV:2559.17 W CONST. 74 LF 8" SDR-35 00.40% TO CB#1-8N.BLDG.2 �15.58 SW FINISHED GRADE AT SIDEWALK c=n CONST. 99 LF 8" SDR-35 C�0.40% TO CB#1-CLUBHOUSE S.2 Q® CB #2-1 N.BLDG.3 A NOTE: ALL CONCRETE IN PATIO/POOL AREA HAS BEENLLJ INV:2558.43 ® CB #1-8N.BLDG.2 0� CB #1-CLUBHOUSE S.2 �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB DESIGNED AT 0.50%-2.00% FOR FULL ADA ACCESSIBILITY. (1) Z w CONST. 95 LF 8" SDR-35 @0.42% TO CB#2-1.BLDG.2 INV IN (8"): 2558.75 INV IN (8"): 2558.77 SEE NOTE ABOVE RE: REDESIGN IF ANY AREAS FALL _ INV OUT (8"): 2558.75 OUTSIDE OF SLOPE RANGE. ■- ( ) INV OUT (8'): 2558.77 15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER C'3 cn SHEET 4.2 SHEET 4.3 � DA #2-1.BLDG TOTALS: QP5o=0.34 cfs, QPz5=0.29 cfs CONST. 42 LF 8" SDR-35 00.40% TO CB#1-8N CONST. 53 LF 8" C-900 C�0.40% TO CB#1-5S '� Z w M 15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE 00 SHEET 4.4 �u 50 NOT USED. DA #1-8N.BLDG TOTALS: QP5o=0.26 cfs, QP2s=0.22 cfs J co J NOT USED. DA #1-CLUBHOUSE S TOTALS: QPw--0.26 cfs, QPz5=0.22 cfs �15.58 EG EXISTING GRADE uj Lu © CB #2-2 (QP5o=0.86 cfs, QPzs=0.73 cfs) ----- W SEE STORM DRAINAGE PROFILE, SHEET 4.6. ® # - ( ) Q® 24" STOP BAR (FACE OF BAR 7-FT FROM CENTER OF - DIRECTION OF SHEET FLOW V w CB 1 9N QP5o=0.92 cfs, QP25=0.78 cfs PEDESTRIAN RAMP PER ACHD DETAIL 19. W. PINE AVE-. 70 CB #2-2.BLDG SEE STORM DRAINAGE PROFILE, SHEET 4.6. Q® 30" STOP SIGN PER MUTCD R1-1. 11.00 FF BUILDING FINISH FLOOR ELEVATION INV OUT (8"): 2557.29 ® NOT USED. 10.60 BRZ ELEVATION AT FACE OF BREEZEWAY CONST. 34 LF 8" SDR-35 00.40% TO CB#2-2 CATCH BASINS SHALL BE 30" PRECAST MANHOLES WITH (CONNECTION TO SIDEWALK) INDEX MAP DA #2-2.BLDG TOTALS: QPw--0.10 cfs, QPzs=0.08 cfs 0 NOT USED. 12" SUMP, TRAFFIC-RATED CAST IRON RING & GRATE. 20 0 10 20 40 ��SSG S� 71 PEDESTRIAN RAMP (SLOPING DOWN o � 1"=200' ® NOT USED. MATCH EXIST. CURBING. FIELD VERIFY PRIOR TO CATCH BASINS IN LANDSCAPE AREAS SHALL BE W/ ARROW DIRECTION) ® SCALE IN FEET 05/25/2023 09 NOT USED. CONSTRUCTION 12" NYLOPLAST DRAIN BASINS W/ 12" STANDARD 17882 GRATE [OR APPROVED EQUIVALENT. �"-20' ® CB #1-4S (QP5o=0.51 cfs, QPz5=0.43 cfs),& 0 SAWCUT EXIST. ASPHALT (MIN. 2') FOR SMOOTH SEE STORM DRAINAGE PROFILE, SHEET 4.6. TRANSITION TO EXISTING. '9�- F OF � F�1 S. G��\ CHECKED BY: MATCH SHEET 4. 1 ° ° ��/ ° , � MATCH SHEET 4.1 z.�0♦�0� 2.70 � g `� - DAVID A. BAILEY P.E. 1146111IR60.83 TaA _-- _ __ ♦ 62. ° \ M ATCH SHEET 4. 1 DRAWN BY: 61.8 -S 11L1 ° //� �s� 62.7d°�__ I �, ��° ...- I °° 60 89 TOA //� 1 ° °° ° °° ° ° ° m ° ° I ° 60.63 TOA \ 1 ° os ♦♦ /�A° TOC 1 ° y 61.35 TOA 8 T^ ` \g ♦ / v �q 61.20 TOA - ® = ° °-- - ° ° °° a ° ° I ° 1s1.2\TOA 17 -0�9 62.70 TOC ♦ � i i � ° �\\ � � 61.21 TOA 60.51 TOA to 60.73 TOA -- -- -- - --- 0.87 TO?1� �I ° 59.95 60.90 TOA ° I M &43 TOA 60.72 TOA 4q", 60.44 TO 7 62.76 TOC OC a I 60.22 A �o. 60.361 TOA �° 0.55 ITOA A� / I 60.76 TOA s ✓% a 6 5 TOC J I I N ^/a I 1 60.55 TOA 62.8QTOC 62.60 TOC 11 U 0.43 TOA �° I ° �� 60.77 TOA 11 �° ! ° I VAN - --'I--- 60 4 OA ��� 6 11' 00 1� ° ° 6161. TOA � � '� w 61.41 TOA \? 1 'b9.80 GRATE 60.37 TOA � _ % .35 TOA N 6 �j 1.51 TO w Q \ems 60.37 TOA ---- 60.94 TOA 62.05 TOA 2, 1 l af o - , 44 TOA 2.75 TOCJ6265 SW 62.05 TOA 5 /61.6 61T49 TOA ° W 0 a 12" SDRII ®0.259' 60.42 TOA CB 2-2 1 `� 1-4S 60 TOA �62.81 TOC 62.60 TOC ' --- O I. �Q SD S 1 Q0.40 GRATE �2 9 - `60.44 TOA - L� 62.21 (�J s a __ _ 6L45 TOA o w z 2S6' n _ 1 , ' 61.18 T A �I , ° 62.65 S ° 0 p Q ° I / 66' x TO 63.02 TOC 62.80 TOC ° ° __ a_ g o 0 tS •� 60.25 TOA �O 59.87 GRATE 1 1� %� 6 p 61.14 T A _ (n ct C) w SG TRAP_2 60.25 TOA -=�Jy ` \ TO 62.80 °° a ---- I o N Q 62.65 SW 2 N V) V) - 60.27 TOA 60.30 TOA 60.92 TO -- ` Q1 ° ( , o N N _-- - ii 60.33 TOA 60.35 TOA 60.92 1�A 3 3.3� -- 6 .65 TOA °�------ Fj2� 0 w N N N 60.9 ITOA - - ------ 25 W a o I I a° 62.33 SW 61.91 N o 0D N 1 I > oo I I Of z ° 63.30 TOC a, 1 ° 61.49 TOA s N 60.61 TOA 60.601 TOA oo I l i co ° ° 61.65 TOA 60.94 T �h ° -- li - -- 1 r-------------- , - 2560.5.----- _ -- - 63.35 TOC ° 1 61.33 TOA 6185 TO ---------- i ^ 4---- -- ---I--- --- --�-- 61.03 TOA 63.35 TOC ° - 5---- --I- ? 61.45 A i 60.42 TOA-1-1I 60.521 TOA 1 61.11 N ,i a o 61.39 TOA 61.62 TOA 60.57 TOA I I ° BRZ: 2562. 75 61.3 0A r^�° I --- L0 ti °O i -3:2� 61.55 TOA 60.85 TOA I i ; o 0 o a �' F F• 2 5 6 3. 15 6,.8, f 60.86 TOA I \ 61.27 Lr) 6 43 TOA .80 TOA 63.20 SW IIIGRATE sD 61.32 TO 61.86 TOA -2 ------ ---I---I-------�-- I I I '' I 63.80 TOC 4 < z ° CB 1-8 a I 60.90 TOA 60.82 TOA - ° L 61.36 TOA o 61.78 TOA 61.30 TOA -- r 1 I ,.� ° 63.72 SW 61.54 TOA 61.81 TOA 60.90 TOA 60.86 TOA 61.28 TOA -- \ , ?09 O ° 2561 .0 61.29 TOA \\\ N h -°- ° 40 SW 63.80 TOC ° °a ° r . - O r =_ -1 r------ j6o 61. 9 GRATE N h�� 61.51 TOA ° to I I I I 61.40 TOA 3tL �\ ° 61.80 TOA 62.65 SW °° --- jL t PM I I - - L ui 61.45 TOA 61.43 TOA \m�\ 61.40 TOA \ ` \ \ \ ° F F: 2563. 8 0 ° I .� I 61.42 TOA 61.32 TOA 61.32 TOA 61.56 TOA ° a I I 1 Q I'I Q 61.44 TOA 61.40 TOA 61.54 TOA _ // \ \\\\\\ ° I I p I 1 I �� ----- ---+------1$-------------- r-- _ --VAN - �� ° T N I 1-4 --L I i } -- -- ---- / �� �- ° ° 62.05 TOA I I I II I < 1 1 2561.5 I �I II i ♦, ° a I I I I I 61.62 TOA 1 '_1 1 61.621TOA 1 / 1 1 61.62 TOA I / 61.64 TOA -- 61.71 -- SW 61.62ITOA 61.62 TOA I 2561.5 ` \ 62.65 SW 6 0 TOA 61.62 TOA -_ I 61.62'TOA // 61.62 1 TOA I I ----- TOA 61.83 TOA 61.56 TOA 1 °° I° ° a ° ° ° ° a ° a �° a ° ° �� I � 63.55 SW W ° / I�° I 9400 --- d ° °° ° d° ° d I I ° 62.65 W --- ° I I Q1 61.16 GRATE 62�8 SFI ° 7 3 61.80 TC1fk- ° I ° 62.22 WSD SE SD ° ° SD- 61.43 A ° 2.75 GRA I 9 t1 I 1 1 I --�7 �_ C� ®0:40 1 62. GRATE 1 I\\\ \\\ 11 h I I I I l 6 . 9 TOA `{5 - - 1 ° 62.22 SW 3 6,.,6 ATE 6'- ° a° I' s2.2o sw 4 1 ] 4 -5S 11 7 62.00 TOA ° ° ° ° ° ° a ° - ° I z W / - 31 61.61 TOA ° r- 61.16 GRATE ° 61.35 TOA }/�. i 61.57 TOA 62.54 ISW a 62.95 TOA 62.90 T ° I - -- 1.20 GRATE +-- - w 62.471 TOA j %°I° 1 P ° 61 81 1 I 61.47 TOA I I I GRATE \ - i 61.58 T A `� 63.271T A I 77 i \ f°I° 62.82 TOA 9 L ---J L--- J � \ � i ��\ 1� I //� 62.67 TOA 63.16 I OA °° f, L--- J --- I \\ �\I� VAN � VAN 62.68 TOA oq 61.75 TOA 6 .48 TOA 0.14 TOA I BRZ, 2562. 30 6,.09 GRATE \, i ��i l J ° ----- _ 3' 61.95 TOA ° i 1��f� _61.81 TOA i 7 f- FF: 2562. 70 0 _15% 61.91 TOA 1 %' 63. 3 TOAA L\ 8° o n i 61.88 62.33 TOAJ 0 62.9 TOA 62.78 TOA\\ 6 TOA 62.12 OA , ' a_ I ° + ° w w w w 63. TOA ° ° ; � 61.57 TOA � � I I - - 62.81 TOA 2.15 OA /`� STAIRS AT ENTRANCE. SEE ARCH. , s ; 61.84 TOA _ 7Qa 61.78 TOA 61`89 TOA ' 62.74 TOA �g -----, 61.57 TOA / 61.59 TOA i �p , ---- 62.38 TOA 61.78 TOA ,'< 61.84 TOA I 61.57 TOA _-i h_ 2� _ 62.51 TOA y- i i 7 �9 1.56 TOA 61.97 TOA O 89 I ° 61.70 TOA ° ° � ,.'' 63.32 TO ���\ 63.00 _ 6, 6�' 1 57 �� LL TOA° 1 � ;%� �� �,� 62.40 TOA s ° 6 i �s o _ -t- 6 h ` N -... 1 L.L �` I --'ts- 62.52 TOA O --------''' ', 6 � � w I 63.18 TOA -- ---- ° ... ° � -S 62.17 ITOA I I �� I ��� i, i � ,i �� � - W - // ,�.04 TO w� ° i , ° ...-... -- --- ------ --------- - -- -- �__ - -I-----PI -- PI PI PI PI PI PI P - ------ - `/�/�' PI PI P- P -- ----- - ------ ----- ----- ----- -- --- - f P ' ° 1 � 15' 61.90 TOC 61.99 TOC i- I I - - e -I I - ----- 45 ----- ° ------ ---------- a ° 3. n 62 51 - - 3.34 TOA 4 MAT H E STING W W ° ---- � ----- ATCH EXISTING------ °a ° ° ° a a ° ° ° a ° ° ° a ° ° a° ° ° ° ° 0 Q Q 5 - _ M 36 G- - - 61" SW- - - 62.E SVI� - - - a W11 [Ill1 ° _ 1 C� � - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - --- - - DATE: wi �� -�---- 1 1 W12 -/r W1 W W W W 3-29-2022 _ _ _ _Try- �61- - - - - -PROJECT: -- - �-- �`$ C2019 013 _ - - SHEET PIL L A II // E_ . C4o2 EGR EGR EGR F 'R _np rrp I 0 o KEYNOTES = co po N NI ob CB #1-7N.BLDG N INV:2558.70 = w a 61.30 S \\ oe\\ \\\\\\ `\ \ \\\\\\\�p� \\ T(�B CONST. 54 LF 8" C-900 00.40% TO CB#1-7N �� Z DA #1-7N.BLDG TOTALS: QPw--0.15 cfs, QP25=0.13 cfs Z CB #1-7 (QPw--0.61 cfs, QP2s=0.52 cfs) \\ INV IN (8"N): 2558.49 /0� �'\\ \\\\\ \ `�\ \\\\\\ pl \\ INV OUT (12"W): 2558.16 �- a o SHEET 4.1 CONST. 70 LF 12' SDR-35 TO CB #1-6 AT 0.24%. 60 SWS \T�\\\ \\ \ \ \\ \\\\\\ I \�� O3 NOT USED. W Z Lij c=n 9p\ � \\\\\ \ ® SG TRAP #3 - SEE STORM DRAINAGE PROFILE, SHEET 4.6 & W w SG TRAP DETAIL, SHEET 4.7. Z w DA #3-1 (QPso=0.25 cfs, QP25=0.22 cfs) SHEET 4.3 0 ._ - \, SHEET 4.2 INV:2560.96 _ _ wco o O CB #3-1.BLDG.1 LU a SHEET 4.4 W CONST. 16 LF 8" SDR 35 C�0.50% TO CB#3 1.BLDG2 � w J \ \\ ' --- � INV IN (8"): 2560.88 � � w INV OUT (8"): 2560.88 W. PINE A VE. CONST. 72 LF 8" SDR-35 00.22% TO CB#3-1.BLDG.3 \ \ \\ \ \ O CB #3-1.BLDG.3 NAL INDEX MAP INV OUT INV IN B(8")2560.72 2560 72 ��o�srERF 61.31 \ 62.05 FG \ S \\ \\ �o 1"=200' CONST. 114 LF 8" SDR-35 00.22% TO SG TRAP #3 Q� Q O �� GRATE \ 3s\ 62.20 FG �\ S - _ 05/25/2023 DA #3-1.BLDG TOTALS: QP50-0.42 cfs, QP2s-0.36 cfs 17882 \ \ U 1 d NOT USED. N� 14 d O Q \ 62.07 SW \ \\ \\ \\ O9 NOT USED. F�/ P� \ \ \ GRADING PLAN LEGEND, NOTES N S. \ 62.07 SW \ \ ® CB #3-2 (QPso=0.68 cfs, QP25=0.57 cfs) EXISTING CONTOUR (1' INTERVAL) SEE STORM DRAINAGE PROFILE, SHEET 4.6. CHECKED BY. / CB #3-2.BLDG.2 DAVID A. BAILEY P.E. �/TOA FINISHED GRADE CONTOUR (2.5' INTERVAL) INV IN (8"): 2560.99 DRAWN BY: INV OUT (8"): 2560.99 KSC FINISHED GRADE CONTOUR (0.5' INTERVAL) CONST. 50 LF 8" C-900 00.40% TO CB#3-2 / ° / \\\ \\ POND 3 O �15.58 TOA FINISHED GRADE TOP OF ASPHALT DA #3-2.BLDG TOTALS: QP5o=0.34 cfs, QP2s=0.29 cfs 1.4T TOA d �C \ \ \ W 61.47/TOA / d°° CATCH BASINS SHALL BE 30" PRECAST MANHOLES / / d \\ \\\ V50: 3,298 FT�3 �'�� W 15.58 TOC FINISHED GRADE TOP OF CONCRETE CAPACITY: 4,551 FT-3 �� ° \ \� \\ TOP OF BANK: 2562.20 = �15.58 SW FINISHED GRADE AT SIDEWALK & GRATE. WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING 100-YR HW LINE: 2561.70 BOTTOM OF POND: 2559.70 / '� CATCH BASINS IN LANDSCAPE AREAS SHALL BE / / 7 15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB Z a% 50-YR DEPTH: 2.00 FT N // \ � / \ 12" NYLOPLAST DRAIN BASINS W/ 12" STANDARDuj 2.87 TOA d d ° BSM LENS AREA: 1,708 FT^2 GRATE OR APPROVED EQUIVALENT. 70/40A = 15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER J = HIGHEST GW ELEV:2556.7 ( , c� \ \ \ �� \ �� SEE SECTION, SHEET 4.7 v 15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE 8 TOA 2 w NOT USED. Jld 63.03/TOA ° Q �15.58 EG EXISTING GRADE ® NOT USED. F o z ��� 61.66 TOA w 62.71 T O/ / / p p L - DIRECTION OF SHEET FLOW ® CONSTRUCT CONVEYANCE SWALE PER DETAIL SHEET 4.7. v W w 60.94�1EA7N 61.70 TOA 2 OA �� / / // ° \ °° ° \ BRZ:\ Z: 2564. 93 ROUTE TO POND, GRATE OR INFILTRATION SWALE AS SHOWN. W N m N 5 TOA �p� / / 11.00 FF BUILDING FINISH FLOOR ELEVATION N M 2561.5 'o % \. 64.37 TOA CIA 4 F F• 2565. 33 88 SW 10.60 BRZ ELEVATION AT FACE OF BREEZEWAY © NOT USED. N o CONNECTION TO SIDEWALK W o 1 62.05 TOA �P/y � S� TRAP 3� / g4 7g gyy ( ) ® NOT USED. o 1 � � \ 61.76 TOA / p 2 � �\ / � / � 64:19 TOA V'1 1 N 61.81 TOA / ly ,� O / / ° d ° PEDESTRIAN RAMP SLOPING DOWN > 00 1 w \ 61.85 TOA / I q5` ^ -1/.s% / d d T ( © CONSTRUCT INFILTRATION SWALE TYPE 'A' PER DETAIL LJ F re) w / / ° 1 \ / 3 / `n / / / \` ° d° W/ ARROW DIRECTION) SHEET 4.7. � z a W 1 A-\1� / \ / 64Z5 C*4 \ \\ // / \ RAMP SLOPES MUST MEET ALL ADA GUIDELINES & ® NOT USED. 161.87 TOA o RR d d� \ 61h8 TOA //GRATES` w ` / ° REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX 2562.0 s� d / / / / 4 �� N\ / / / 63. CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO ® CONSTRUCT INFILTRATION SWALE TYPE 'A' PER DETAIL ° / 'o / w "�\ / �/ ° \ GRATE TOLERANCES FOR ADA REQUIREMENTS. SHEET 4.7. 62.09 TOA / \ M �� ° °d d / �� NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% = 62.37 TOA 63.3� TOA a w 64.19/fOA 1 64.79 SW SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE U / / \ 64.16/TOA 64.79 SW AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT z ---- ° d d /\ �/ (3� TOA ® �w 6 .19 TOA 641 j j 63.89//TO ° ° ° SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY w c< d ° \ 63.53/TOA 6 .21 TOA \\ d ° SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR ° ° �3.69 TOA j �0 / ° ° ° ° REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. T a / / tK/ w � / / 62 58 TOA 63.56 TOA 1 1 1 � S ` W d ° °d d`� / / / `� ���/ / 19/TOA // �� ° d 62.40 TOA / / /� / / 62.20 TOA / / lt.n� o \,� / I // ° ° 0 2.18 TOA / / ,� 61 T0A w CB 3-2 ` 64. 9/TOA �/ 64.38/TOA .34 TOA ' .61 TOA62.22 TOA \ // ° 62.28 TOA d ° 63. 163 7�TOOAA w \\Jl l �6� ---- ° 63.82 TOA / \ O - 162.47 TOA / 63.4 \ w�� I I GRATE / 64.33 TO J' tV\64. TOA 63.73 TOA \ �4.39 TOA \1.3% Lo ° wIt I I / / cV z - � 1 63.50 SW 5 ° \\ / // '_ �\ k ui 162.92 TOA I d 63.10 GRATE 63.50 SW 64.58 SW ° `a // / 64.49/TOA\ 5 1 ° 63.47 SW .50 SW I P �/ L 64.63 TOA / 1 1 O ° °d ° ° ° d ° Q ° g d \� / ° d I I 62.40 GRATE 4 ° d 64.7j I I ° 2.58 GRATE / \ I 62.54 TOA I d 62.83 TOA I i 4 TOA � 8 ® d / LL L� �\ a BRZ: 2563. 60 0 cv co ®-g T FF: 2564. 00 I 0 N �62.66 TOA r , 62.83 TOA 62.91 TOA ° 62.70 TO E IDiAN, _T 62.68 TOA O W 62.68 TOA W r� < ° 46' 65' - oo a PI PI ° ... ...-. ...-...� ° - --- - --- PI _ __-___P�__�__ PI_____ PIP� PI � ___ __�__ PI - DATE: U 62 55 TOC 62.77 TOC 63.46 SW d ° U 3-29-2022 63.20 SW 4 SW ° MA MATCH EXISTING MATCH_EXIS7NG- I--- sett/202 PROJECT: a - O5/31/2023 - 2� 0 2� 4� LDIR-2022-0070 C2019-013 SHEET SCALE IN FEET 1„=20' C� Q " F= o � Qcc6:' � GRADING PLAN LEGEND, NOTES KEYNOTES MENEM Q TFiv O CB #3-2.BLDG.1 V N EXISTING CONTOUR (1' INTERVAL) ST INV (8"): 2561.28 = w (�B CONTT. 73 LF 8" SDR-35 @0.40% TO CB#3-2.BLDG.2 Z FINISHED GRADE CONTOUR (2.5' INTERVAL) �ilr 20 NOT USED. Z FINISHED GRADE CONTOUR (0.5' INTERVAL) 3 SG TRAP #4 - SEE STORM DRAINAGE PROFILE, SHEET 4.6 & Z -2j 7.s Q SG TRAP DETAIL, SHEET 4.7. _ 5 �15.58 TOA FINISHED GRADE TOP OF ASPHALT SHEET 4.1 DA #4-1 (QP5o=1.08 cfs, QP25=0.92 cfs) 0 15.58 TOC FINISHED GRADE TOP OF CONCRETE W ® CB #4-1.BLDG Z QINV (8"): 2560.67 W ~ 15.58 SW FINISHED GRADE AT SIDEWALK CONTT. 48 LF 8" C-900 00.40% TO SG TRAP #4. � LL1 CO �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB DA #4-1.BLDG TOTALS: QP5o=0.15 cfs, QP2s=0.13 cfs Z w MENEM �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER CATCH BASINS SHALL BE 30" PRECAST MANHOLES �� 3 � �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE SHEET 4.2 SHEET 4.3 WITH 1 T SUMP, TRAFFIC-RATED CAST IRON RING W a 00 ♦ \ \ \ \ & GRATE. C o �15.58 EG EXISTING GRADE SHEET 4.4 J CATCH BASINS IN LANDSCAPE AREAS SHALL BE w LU ,, ♦ ♦ \\ \\ \\\ ��\ 12" NYLOPLAST DRAIN BASINS W/ 12" STANDARD DIRECTION OF SHEET FLOW GRATE [OR APPROVED EQUIVALENT. 5 NOT USED. \\\\ ♦ \\ \\ \� \ 11.00 FF BUILDING FINISH FLOOR ELEVATION W. PINE AVE. O \\\\\\\ ` ♦ \\ \\ \\\ \\\\ 10.60 BRZ ELEVATION AT FACE OF BREEZEWAY © NOT USED. S�pNAL FN(CONNECTION TO SIDEWALK) \\\\\\\ \ ♦ \ \� \\\ ��� �I PEDESTRIAN RAMP (SLOPING DOWN INDEX MAP 7O MATCH EXIST. CURB, GUTTER, & SIDEWALK ��� G\STER� /�j'�` W \T\\\ \\\ ♦\ \\ \ \ ��� W/ ARROW DIRECTION) 1��-200� FIELD VERIFY PRIOR TO CONSTRUCTION Q� 05/25/2023 W °g\\\\\\\\\ \\\\ \\ \ \ RAMP SLOPES MUST MEET ALL ADA GUIDELINES & ® SAWCUT EXIST. ASPHALT (MIN. 2') FOR SMOOTH \ \ \ \ \ ♦ ♦ \ \ \\ REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX TRANSITION TO EXISTING. N�� 2 \ \ \\\\\� \ \\ \ \\ \ CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO Un) \\\ \T0\\\\\\\\ \ \\ \\ \\\� �\\\ TOLERANCES FOR ADA REQUIREMENTS. gO CONTT. 14' WIDE DRIVEWAY APPROACH PER ACHD SD-710B. 9�F OF SS \\ \\ \\\ NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% ® CONTT. CONVEYANCE SWALE PER DETAIL SHEET 4.7. ROUTE TO /N S. CRP\ U \ \ \ \♦ \\ \\ \\ SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE POND, GRATE OR INFILTRATION SWALE AS SHOWN. \ \\\\\\ \ ♦ \ \ \\ \ AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT CHECKED BY: SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 11 CONSTRUCT INFILTRATION SWALE TYPE 'A' PER DETAIL �\\ S ��\\ ��\\ \\\\\ ♦ ♦ \\\ \\e01 \ �� SHEET 4.7. DRAAVID A. BAILEY P.E. \ S \ \ \ 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY DRAWN BY: SLOPES\ \\\\ \ \ \ \ \\ \ \ REDESIGN nIFF SLOTIFY DESIGN OPS DO NOT FALLEER WITH NM RANGE. FOR © CONSTRUCT INFILTRATION SWALE TYPE 'B' PER DETAIL KSC �\\ \ � �\\ \\\\\\\ ♦ ♦ \\ \ \\ \ �� SHEET 4.7. \ \\ T°\\\\\\\ \ \ ♦ \\ \\ \ \ © CONSTRUCT INFILTRATION SWALE TYPE 'C' PER DETAIL \\\\\\\\ \ \\\ \ \ SHEET 4.7. 64.93 �\ SS �� �� ♦ \ 24" STOP BAR (FACE OF BAR 7-FT FROM CENTER OF o \\ \\\\\ \ ♦ ♦ \ \\ \\ \ PEDESTRIAN RAMP) PER ACHD DETAIL #19. S \���\\���\ \\\\\\\ \ ♦\\\ \\\ 8°� \ ���\ Q© 30" STOP SIGN PER MUTCD R1-1. N z \\\\\ ♦ ��\ \ � � a \ \ \\ \ Of ��\\\��\ \\\\\\\\ ♦ \\\\ \\\ \ \\��� U W = O 19 SW //� \ S. \\ \\ TO \\\\ \ ♦ ` \ \3 8 \�� N n n M 19 SW /. \ S \ \ \ �� \\\\\ \ \\ \\ \ \ \�� \ N 0 0 0 \y♦ N N N \\\ ♦ \ \\\ \ ��\ \�� \ i III W a 0 1 00 N /.' \ \\\\\\\� \\ ♦ S6\ \\ \\ \ \\��� I 1 IIII N I 1 N °�\\\\\\\\\ SSA♦ \\ \\ \ \ ��\ I �I ro a' Z \ � � ao I N M GRATE j \\ S �\ �\ °\\\\\\ ♦ ♦ \\ \\ \ I ;I a ° \ \� � �� \ �� �� \\\\\\ ♦ \ \ I III 7 a \\ I SS \\ ♦ ,\ I / 49/TOA BRZ. 2564. 55 \\\\\\\ III W n , �6�.42/TOA , a 64.47 SW FF: 2564. 950 64.47 SW II II � ��% �qy/,� 64.79 / A� � 64.00 GRATE W u7 Uj 64.66 TOA 7- °/ 1 / a a VA \, II U) W N W / g /\ / / a \ 63.24 TO / \ \ 6\ I I III 6Dc \ / / / ° \ 63.27 TOA II 63.87/TOA v 1 \ a - 64.54 TOA\ �� �,��73�TOA 63.31//T a \� 4.47 SW �� � \ �� I I I = 64.5\A wrp �� 63.38 TO \ \\u I\I 64.47 W a O SS I 64.7�/JfOA }�J �/ \ ro TOA 3.5 TOC a I A% ,rz2.81 GRATE\ w / / I I I I II 9 W a I � cn I I I III / •��� / / �� \ a II I I II I II I I87/L TOA / 63.87 TOA 62.92/TOA 63.43 TOA / 63.14 BOA a 63.39 TOA �\ / I o I I\ / �� 1 -1.7 11' I I I II 12 SDR-35 ®0.25% J \ 64.47 TOA 64.64 TOA 65.39 TOA a I I I 63 23 TOA i ��. / I I I Ld o Plans Are Accepted For Public 63.65 TOA \ 64.36 TOA ° I I I III Street Construction \ \\\ \ 63.68 TOA c`1 64.36 TOA 64.53 TOA I I I � \ � � 64.49 TOA is I I I I I III z 65.28 TOA \ B stamping and signing the improvement plans, the Registered III � Y P9 9 . 9 P P 9 65.29 TOA I o I I III Engineer ensures the District that the plans conform to all District 63.75 TOA �� 65.26 TOA I I I I III policies and standards. Variances or waivers must be specifical- \ \\\ \\ 63.90 TOA I can i i \III I II z ly and previously approved by the District in writing. Acceptance / 64um TOA I of the improvement plans b the District does not relieve the LL X � 64.23 TOA 64.54 TOA I III P P Y / t" I M I Registered Engineer of these responsibilities. 64.23 TOA I I I I II ° - 1 ° I I I I III BY � � /�0/`Sa DATE:08/23/2023 O - - ° / 65.34 TOA I I IIII ADA COUNTY HIGHWAY DISTRICT 0 45' 64.11 TOA 64.44 TOA I I I /I IIII A � 5ro Q MATCH EXISTING _j J 4. TO $ �' _ - ��----P�---- P�-----PI-----P�-----PI -- -P� ----P�- d---PI---- ---------------I I -'� Z_ W A G - a vrn x --- ---- W ------------- ------------------------------ ------- - ------ ---------------�- - � � � E IDl� IAN,�- O �s I � < I �r POND 4 - LL V50: 2,150 FT^3 < < r < < < J ' If / I - -CAPACITY: 2,274FT"3 - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF BANK: 2562.20 - '_ 2565 00 Q U 100-YR HW LINE: 2561.70 I BOTTOM OF POND: 2559.70 (11 / II W / I I DA29-2022 50-YR DEPTH: 2.00 FT W W W W w W W W \ W W W W II I - BSM LENS AREA: 690 FT^2 - - - - - - - - - - - - - - - - - PROJECT' M - - =HIGHEST GW ELEV:2556.7 - - _ - - - - _ - - SEE SECTION, SHEET 4.7 �' �Gi g�� Seth Oaks C2019-013 20 0 10 20 40 05/31/2023 SHEET \ 1\ :rs_�� SCALE IN FEET �70s s s �- s sus s s s s \�fis s is s I 1"=20' c4s4 C� Q oM 1 � Q 0, � E N w ■- Z F co Z •- a N W Z � cc W U) Ww w U � W a00 � o ww V � w �S�pNAL FNG �G\S TE,Q�o'�'� F 05/25/2023 N'17882 9�F O F'� ��P/N 256 2564 CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: KSC 256 2562 FINAL GRADE uj 256 - - - - 2560 a � Ujjs EXISTING GRADE F o Q - - - O rx w i 255 " 1 o LF 18" 80 LF 15 N W F 18" 146 LF 18 C-900 0.19%Di SDR- 5 ® 0.11% � 2558 �`' N ¢ n 102 L DR-35 ® 0 23%0 0 N N N SDR 35 ® 0.31 111A W O oD co N N ado I I W p M _ � Z � N 255 CB 1-3 CB 1 4N STA:6+58.11 2556 STA 1-3:4+8 .24 STA:5 50.00 IM:2560.39 r n 21 LF 15" RIM:25 0.23 SUMP-9557.31 V I L SDR-35 ® 0.40% RIM:256 .11 1SUMP:2557.19 SUMP:25 7.08INV IN:2557 56 15"SE W SG TRAP 1-N.1 CB 1-2N INV IN:2 57.08 18" E INV IN 2557.19 1 "SE O W 255 A:3+38.50 INV IN.255 .14 8 SW 2554 z RIM:2 59.49 IM:2559.78 &INV IN 2558.02 8 SW N SUM :2555.08 SUMP:2555.7 INV 0 :2557.19 1 "NW LINV IN:2556.7 18"SE O N w INV I :2556.43 18"SE INV IN:2557.5 8"NE + _ LL INV UT:2556.08 5"NW INV OUT:2556 74 18"NW v- 255 IN •2556 " W 2552 � = 0 w SD LIN 1 - N PROFILE H R. 1 "= 0' ER: 1 "_ ' nn Q 255 2550 L.L0 +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 J 0. 256 2566 w cli o � w z Q w 256 2564 C W z FINAL GRADE _ 256 - - - - - - 2562 Q 7177 71EXISTING GRADE 256 2560 r LL 109 LF 12" Q 83 LF 12 0 0 80 L 15" SDR-35 ® D.24% DR-35 ® 0.24% 255 - 00.23% , 2558 � � j CB 1-8N STA:8+50.07 X Ld INV 1-6N RIM:2561.09 8 1-34 0 W :7+39.52 SUMP:2558.25 RI 2561.20 o :2560.74 INV IN:2558.25 12"S LL 255 P:2557.74 IN IN:2558.58 8"W I V OUT:2558 44 12"N 2556 00 IN:2557.99 12"S INV OUT:2558.25 12"N r n _ NV IN:2557.99 12"SE v I + = NV OUT:2557.74 15"NW Il*- F- DATE: 255 = 2554 3-29-2022 U PROJECT: SD LINE 1 N PROFILE N � C2019-013 Q HOR: 1 "=20' SHEET m VER: 1 "=2' 2 255tl--�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+60552 C� Q oM 1 � Q 0, � 2 N w ■- Z F co Z •- a N W Z � cc W U) Ww w U � W a00 � o ww V � w 256 2564 �S�pNAL FNG �G\S TE,Q�o'�'� F 05/25/2023 256 2562 N<1 882 FINAL GRADE - - - - - 9�F 0F'� - - - - - - - - - - - - /NS. CRP�C� 256 - - - - 2560 CHECKED BY: - - DAVID A. BAILEY P.E. _ - - - EXISTING GRADE DRAWN BY: - - - - - - 0 KSC 127, LF 12" 255 ® 0.63% 2558 146 LF 12" DR-35 ® 0. 4% 74LF15" SD -35o0.2 %, 1 LF 15" SDR-35 Co 0.15% CB SDR 35 0 0.24 ICIB STA:7+J-5S 8.42 z Z 0 CB 1_ _ RIM:251.35 M o a 255 CB 1-2S STA:4+83. 7 STA:5+79.97UMP 2556 o w ST :3+35.71 LRIM:2560. 1 RIM:2560.41 IN IN:2558.56 8"E z J z RI :2559.60 SUMP:255 .21 SUMP:2557. INV UT:2558.23 12"N a o o S TRAP 1-S SU P:2556.58 INV IN:255 .21 12"SW & INV IN:2557. 3 12"S W S A:2+57.04 IN IN:2556.83 12"SE L INV OUT:2 57.21 12"N INV OUT:255 .43 12"NE o N Q n N n n 255 S MP:255s.12 �. 2554 0 " IN OUT:2556.5 15 NW w cq o N N I IN:2556.47 15 SE N o rn co I OUT:2556. 2 15"NW > 00 1 M 0:: Z N 255 2552 , ^ SD LINE 1 -S PROFILE �f , H R: 1 "=2 0' w ER: 1 "_ ' z 255 +80 2+00 2+20 2+40 2+60 2+ +80 300 3+ +4 20 30 3+60 3+80 4+ + 4+00 420 40 4+60 4+80 5+ + +4 00 520 50 5+60 5+ + + +4 80 600 620 60 6+ +60 680 7+00 7+ �550 LL w 0 w U) 256 2566 256 2566 256 2566 Q T 0 L.L FINAL GRADE0. EXISTING GRADE I J 256 2564 256 2564 256 2564 w (n LLJ � W EXISTING GRADE FINAL GRADE r z > 256 2562 256 _ - - - - - - - 2562 256 2562 Q w EXISTING GRADE - - - - - - - - - - - - 2 w 148 LF 12" O z 58 LF 14" C 900 ® 0.22 0 256 - - - - - - - - 2560 256 - oo 00.1 sx 2560 256 � LF 12" 2560 Q Q FINAL GRADE CB 3 2 LRIM2562.70 P 3 STA:4+24. 2 SG TRAP 4 L.L 71.28 RIM:2563. 6 STA:2+4 .41 255 2558 255 SUMP:2560. 6 2558 255 RIM:256 .86 2558 103 LF 12 INV OUT: 560.46 12"N IN INV I :2560.14 12"SE INV I L:2560.48 "NE O 9 LF 12 DR-35 ® 0.25% INV I :2560.47 "S INV OU :2559.80 1 "SW " INV UT:2559.79 4"N E 0 SD -35 ® 0.45 0 0 255 2556 255 2556 255 2556 N CB 2 2 J LL S TRAP 2 STA:3+64. 4 X A:2+56.75 RIM:2559. 7 0 RI :2559.83 SUMP:2556. 2 S MP:2556.22 INV I :2557.15 8 N 0 0 255 2554 255 2554 255 2554 LL IN IN:2556.90 8"S L IN OUT:2556. 2 12"N V r ) I I Q 255 2552 255 2552 255 2552 3-29-2022 ROED LINE PROFILE SD LINE 3 P OFILE SD LINE PROFILE c 019-o 3 HOR: 1 "=20' HOR: 1 "= 0' HOR: 1 "=20' SHEET VER: 1 "=2' R ER: 1 _ 25 VER: 1 "=2' 25255 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+ 50 255 +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 50 255 +80 2+00 2+20 2+40 2+60 50 Q O U Q c i NOTE: DISTANCE TO NOTE: DISTANCE TO NOTE: DISTANCE TO GRADING NOTES AND VOLUMES: Q ._ NEAREST EDGE OF cc BUILDING VARIES. NEAREST EDGE OF BUILDING VARIES. NEAREST EDGE OF BUILDING VARIES. V o INFILTRATION LENS INFILTRATION LENS INFILTRATION LENS •QA MUST BE 6.0+ FT MUST BE 6.0+ FT MUST BE 6.0+ FT STRIP VOLUME 4" = t5,879 cy CUT FROM EDGE OF � ' 8' FROM EDGE OF i 11 i FROM EDGE OF 13' PARKING AREA EXCAVATION TO SUBGRADE ■= Z BUILDING FOUNDATION. _ BUILDING FOUNDATION. 00 BUILDING FOUNDATION. CUT TO SUBGRADE= t4,505 cy L LETTER FROM � LETTER FROM - LETTER FROM N FILL TO SUBGRADE = ±534 cy Z STRUCTURAL ENGINEER 3 _ STRUCTURAL ENGINEER -• 3 - STRUCTURAL ENGINEER NET = t3,971 cy CUT Q� z WILL BE REQUIRED IF 1 ;1, WILL BE REQUIRED IF " ��� • WILL BE REQUIRED IF - ` � `- LENS IS CONSTRUCTED 24" - LENS IS CONSTRUCTED j 24 �I - i LENS IS CONSTRUCTED = 12"� NET EXCAVATE UTILITIES = t472 cy CUT .� a WITHIN 6.0 FT t WITHIN 6.0 FT WITHIN 6.0 FT - _ - CUT/FILL TO FINAL GRADE ON LOTS FROM = N - STRIPPED SURFACE W Z SURFACE CAPACITY OF ,O z M - SURFACE CAPACITY OF z - SURFACE CAPACITY OF CUT TO FG = t1,475 c M - SWALE AS SHOW SWALE AS SHOW `� SWALE AS SHOW FILL TO FIGy= ±17,253 c W � CONTT. BSM LENS = 5.0 ft^3/ft CONTT. BSM LENS 9.75 ft^3/ft 14.0 ft^3/ft NET = ±15,778 cy FILL Z w PER SPECIFICATION - PER SPECIFICATION - CONTT. BSM LENS _ THIS SHEET THIS SHEET PER SPTHISICSHTE�T NET IMPORT = t5,456 cy FILL �3 C° - - Z _- M -_-_ _-_- ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE W o _ MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO EXCAVATE TO -_- EXCAVATE TO _-_ Ji EXCAVATE TO --- ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE.. w INFILTRATING LAYER AS ---- INFILTRATING LAYER AS ---- -_-_ °' _.._ - - INFILTRATING LAYER AS -••-•• Q V I PLAN VIEW - - � w SHOWN IN PLAN VIEW SHOWN N LA E SHEETS 4.1-4.4. BACKFILL SHEETS 4.1-4.4. BACKFILL SHOWN IN PLAN VIEW WITH REJECT SAND, BSM WITH REJECT SAND, BSM ii w SHEETS 4.1-4.4. BACKFILL w WITH REJECT SAND, BSM OR 3 4" CRUSHED O} OR -3/4" CRUSHED O} SITE GRADING - / g z g OR -3/4" CRUSHED o GRAVEL. DEPTH TO z GRAVEL. DEPTH TO z g GRAVEL. DEPTH TO 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. �pNAL F INFILTRATING LAYER " INFILTRATING LAYER 24" z z INFILTRATING LAYER SS NG' VARIES; REFERENCE SITE 24 z z VARIES; REFERENCE SITE 36 z z \STE VARIES; REFERENCE SITE 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR GEOTECHNICAL REPORT. GEOTECHNICAL REPORT. O �G' = GEOTECHNICAL REPORT. Q O iv J N iv APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES CHANGE. Q 05/25/2023 z STURBED z Z SUORFACESTSOHALLHBEL BE STABILIZEDSCHEDULED A TEMPORARY ORMINIMIZE OR SOIL PERDISTURBANCE. MANNERALL ASDI APPROPRIATE 17882 DURING CONSTRUCTION TO PREVENT SOIL EROSION. INFILTRATION SWALE TYPE 'A' INFILTRATION SWALE TYPE 'B' 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE �9TF OF INFILTRATION SWALE TYPE C GEOTECHNICAL ENGINEERING REPORT PREPARED BY SITE CONSULTING, LLC DATED MARCH 10, F \� TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION 2021. ��N S. NOT TO SCALE NOT TO SCALE NOT TO SCALE 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND CHECKED BY: WASTED OR STOCKPILED FOR USE IN FINE GRADING. CHE HEDAVID A. BAILEY P.E. 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, DRAWN BY: THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, STOCKPILES OF SUITABLE MATERIAL KSC BIORETENTION SOIL MIX SPECIFICATIONS NOTE: BSM HAS INFILTRATION RATE OF HIGH GROUNDWATER IS ANTICIPATED. IF GROUNDWATER IS ENCOUNTERED SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR 60% SAND 5 IN/HR [2 IN/HR RECOMMENDED IN AT ELEVATIONS WITHIN 3' OF THE BOTTOM OF THE DRAINAGE FACILITY, OTHERWISE CONTAMINATED SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR 20% SANDY LOAM (SILT, SAND, CLAY) GEOTECHNICAL REPORT]...NATIVE CONTACT DESIGN ENGINEER IMMEDIATELY FOR REDESIGN. UNTIMELY ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS 20% COMPOST MATERIAL ACTS AS LIMITING LAYER; NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO NOTE: DISTANCE TO STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. INFILTRATION RATE OF 2 IN/HR USED THE CONTRACTOR. REFER TO GEOTECHNICAL REPORT BY SITE BUILDING VARIES. NOTE: BSM MUST BE IN CONFORMANCE IN DRAINAGE CALCULATIONS. CONSULTING, LLC DATED MARCH 10, 2021. 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING WITH BOISE CITY STORMWATER DESIGN OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER, MANUAL, APPENDIX C. �3 ~ AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. w z_ o - 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR J Q NOTE: NOTE: ,�\� STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL REPORT. STRUCTURAL FILL ~o a SIDE SLOPES NOTED ON SWALE CONTRACTOR TO NOTIFY DESIGN MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED z i :;3 DETAILS ARE MAXIMUM SLOPES. ENGINEER OR QUALIFIED - BY REFERENCED GEOTECHNICAL REPORT. o W z SLOPES CAN BE SHALLOWED BY GEOTECHNICAL ENGINEER TO o 0 EXPANDING TOP OF BANK AS WITNESS EXCAVATIONS TO 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE w w NECESSARY/DESIRED TO SMOOTH FREE-DRAINING MATERIAL. PROVIDE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL BE SUPERVISED BY A QUALIFIED W W GRADING AND AVOID ABRUPT 24 HOURS MINIMUM NOTICE FOR CONVEYANCE SWALE GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN GRADE CHANGES OR CONTOURING. OBSERVATION(S). TYPICAL SECTION 8" LIFTS UNLESS OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. 0 0 NOT TO SCALE 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY w a o N DENSITY AS DETERMINED BY ASTM D 1557 FOR BUILDING LOTS OR D 698 FOR ROAD AREAS. N o j N ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET 5: ro NOTES: OF LIFT AREA FOR BUILDING STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF Lu z a • BANKS OF SWALE CAN BE WIDENED TO AVOID LIFT AREA IN PARKING AND DRIVEWAY AREAS. ABRUPT DITCHES BETWEEN BUILDINGS. 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE • GRADING CONTRACTOR/LANDSCAPER CAN SHEET FLOW RUNOFF AWAY FROM STRUCTURES SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES SHALL NOT EXCEED 1-1/2 FOOT 11 INFILTRATION SWALES IN LIEU OF CONSTRUCTING VERTICAL TO 1 FOOT HORIZONTAL. CONVEYANCE SWALES PENDING INTERNATIONAL BUILDING CODE REQUIREMENTS ARE MET: 6" 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET DROP IN FIRST 10' AWAY FROM STRUCTURE W/ HORIZONTAL. 2" DROP THEREAFTER. 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN • CONVEYANCE SWALES TO EXTEND TO ALL ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. FIGURE DOWNSPOUT LOCATIONS THAT DO NOT DRAIN DIRECTLY INTO INFILTRATION SWALES. J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. • SWALES ARE SHOWN IN PLAN VIEW THROUGHOUT 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES PROVIDE METAL GRADING PLAN SHEETS. CONTRACT TO ROUTE EMBANKMENT AND DIVIDER SWALES AROUND AC UNITS, OTHER OBSTRUCTIONS HORIZONTAL SLOPE ALIGNMENT TO FACILITATE REVEGETATION AND PROVIDE AN ASTHETICALLY A BERM MATERIAL PER SOILS END SECTION W/ ACCEPTABLE APPEARANCE. CLEANOUT LID TO BE FLUSH ENGINEER AND COMPACTION TRASH RACK & AS NECESSARY. GRATE (IF SPECIFIED ON RIP RAP AT PIPED ♦^ ui WITH LANDSCAPE OR TO 95% REQUIRED (PER 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT ASPHALT/CONCRETE SHEETS 4.1-4.4). NEENAH AASHTO T180). INLET(S) REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN R-1792 OR APPROVED EQUAL ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. PROVIDE GRADE RINGS 6" FREEBOARD I I =I I 2 AS NEEDED 12" MAX _ 0 I- TOP OF FILL TOP OF STRUCTURE -� 3H:1V FILL SLOPE STRUCTURE TO BY PRECAST SUPPLIER w cn HAVE HS 25 TRAFFIC w RATED TOP. TOP w > OF BAFFLE Q ENTIRE BOTTOM -I IS BSM LENS I- II L 7 Ez_ - � 2:1 MAX NATURAL SLOPE L \ � =I I - MIN. 3' SEPARATION � - u / VED BAFFLE m FROM SEASONAL HIGH SPACING I G.W. 0 FILL SOILS ON SITE OJT OF BAFFLE VED / �� 0 BYTGEOTECHNICALIAL AS ROENGIINEER o VARIES, EXTEND 12" MIN INTO INFILTRATING <5 LAYER WHERE LENS IS SPECIFIED. BACKFILL W/ Q TYPICAL REJECT PIT-RUN SORD,BSM/NEARESTHED EDGE OFEL, CLEAN CONTRACTOR TO NOTIFY DESIGN 17 REMOVE UNSUITABLE /r MATERIAL \� SAND/GREASE TRAP EDGE OFINFILTRATION LENG FOUNDATION+ FT FROM ENGINEER OR QUALIFIED ER TO O BENCH HEIGHTS SHALL m NOT EXCEED 5 FEET PRIVATE (PER ISPWC SD-624) WITNESS EXCAVATIONS TO CONTRACTOR TO NOTIFY QUALIFIED FREE-DRAINING MATERIAL. PROVIDE I < -NTS- ENGINEER TO WITNESS PONDXCAVAT GEOTECHNICAL LER AND/OR EXCAVATION. OBSERVATIONS)T 24 HOURS UM NOTICE FOR �H/5 OR 2' MIN STRUCTURAL FILL PLACEMENT KEY MUST BE PROVIDED PER IBC J107.3 IF FILL HEIGHT EXCEEDS 5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 U. TABLE OF SAND AND GREASE VERTICAL FEET. NOT TO SCALE O TRAP DIMENSIONS BIORETENTION SOIL MIX SPECIFICATIONS INFILTRATION BASIN TYPICAL 60% SAND VAULT SIZE BAFFLE TOP OF SECTION 20% SANDY LOAM (SILT, SAND, CLAY) DESCRIPTION (GAL) SPACING (IN) INV. IN. BAFFLE INV. OUT -NTS- 20% COMPOST " 2556.33 2556.08 (15") NOTE: BSM MUST BE IN CONFORMANCE S&G TRAP #1N.1 1000 20 2556.43 (18 ) WITH BOISE CITY STORMWATER DESIGN e 2556.43 (15")* MANUAL, APPENDIX C. S&G TRAP #1N.2 1000 20 2556.40 (15") 2556.30 2556.05 (15") HIGH GROUNDWATER IS ANTICIPATED. IF GROUNDWATER IS NOTE: BSM HAS INFILTRATION RATE OF 0 ENCOUNTERED AT ELEVATIONS WITHIN 3' OF THE BOTTOM 5 IN/HR [2 IN/HR RECOMMENDED IN e OF THE DRAINAGE FACILITY, CONTACT DESIGN ENGINEER GEOTECHNICAL REPORT]...NATIVE S&G TRAP #1S 1000 20 2556.47 (15") 2556.37 2556.12 (15") IMMEDIATELY FOR REDESIGN. UNTIMELY NOTIFICATION OF MATERIAL ACTS AS LIMITING LAYER; THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE INFILTRATION RATE OF 2 IN/HR USED 2556.57 (12") 255647 2556.22 (12") CONTRACTOR. REFER TO SITE GEOTECHNICAL REPORT BY IN DRAINAGE CALCULATIONS. a S&G TRAP #2 1000 20 . 2556.90 (8") SITE CONSULTING, LLC DATED MARCH 10, 2021. DATE: 2560.14 (12") CT: C2019- 2 PROJE S&G TRAP #3 1000 20 2560.47 (8") 2560.04 2559.79 (14") PROJE013 S&G TRAP #4 1000 20 2560.48 (8") 2560.05 2559.80 SHEET *[UNTREATED TO SG TRAP #1N.2 C4. 71 Q O E Qco i I�6 6) C s* V o 0) N C T co w ■� Z 1 Z " WIDTH PER PLAN 1/2" R. g 1" Z FULL BOND WITH REZI- ° Z TOOLED JOINT N WELD 1000 EPDXY IN �" }�, CONCRETE JJQ 1" BATTER ACCORDANCE WITH THE MANUFACTURERSPAVEMENT o ` ■� a z SPECI- FICATIONS. v ° ° ASPHALT MAT o W _Zw 1.75% f.25% SLOPE � - ,1� ICI1�11�11 � N � x X � X X I � III-III x x x v X X x x v X x�X X X x px X X �„ x x x f 8"� lllllllll CZ m x x x x v x x x x x Nx x' x , NATURAL xxxxx W NOTES: EARTH =IIII xxx x ,a X X x *Xx x v X X x x v '� x x v x x ASPHALT PAVEMENT A. GRADE AND ALIGNMENT TO BE ESTABLISHED =111- Xx BASEEL W w _Z Xax X x xX x x SLOPE PER PLAN BY THE ENGINEER AND THE PUBLIC AGENCY i11 I I1 w xxx X -III-, x X NS �' HAVING JURISDICTION. C'3 c~n co 2" OF 3 4" MINUS x xxx x 6" EXTRUDED CURB DETAIL Z w co co y, x B. CONTINUOUS PLACEMENT PREFERRED, SCORE -NTS- W Q 00 CRUSHED GRAVEL x X : x INTERVALS MINIMUM EIGHT FEET. J W C. MATERIALS AND CONSTRUCTION IN NOTE: - c� COMPLIANCE WITH ISPWC SPECIFICATIONS. THIS DETAIL IS SHOWN AS ALTERNATE TO V w NOTE: CROSS SLOPE SHALL NOT EXCEED VERTICAL CURB DETAIL THIS SHEET. 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— THOE0R�E IS NO TOLERANCE ALLOWED ABOVE E. SECURE RIGHT OF PU LI WA PERMRIGHTIT OF WAVE LOCATIONS. �S\pNAL FNG 6" VERTICAL CURB NO �c'\STE,Q� ��i�, Q� 05/25/2023� GUTTER - SD-701 A N,1 882 NOT TO SCALE /TF�F OF N S. C HANDICAPPED PARKING SIGN CHECKED BY: DAVID A. BAILEY P.E. (VAN SIGN AT VAN STALLS) DRAWN BY: SIDEWALK KSC 91 L SIDEWALK �' Mo �' SL. 1: 1 4 OAR 1: 14 SIDEWALK �R.� 9 /Spy Z Z o SID z Ja = o a 'k �2G) 9 —0 9 — w 0 O UJC;6 0o�0� 0oZ�o� a_ J Z m ASPHALT oo000000 O w Z iiiii0000000000 14:1 MAX 9'-0" WIDE MIN. AT VAN 9 -0 � w _ �o�o�o� DETECTABLE WARNING ACCESSIBLE STALL SEE Q = UJ ISPWC SD-712 24" DEEP SITE FOR DIMENSIONS o o N MIN. FULL WIDTH OF SIDEWALK LANDING. W Lli o N N a_ to o T CD � � I I La NOTE: CROSS SLOPE SHALL NOT EXCEED HANDICAP RAMP DETAIL N o TE: Z " 2.00% AT ANY SIDEWALK, HANDICAP —NTS— SIGN VERBIAGE AND �\ PARKING OR OTHER ACCESSIBLE ROUTE - THERE IS NO TOLERANCE ALLOWED ABOVE STRIPE COLORS TO 01 2.00% COMPLY WITH STATE - AND/OR FEDERAL REGULATIONS. 4" PAINTED STRIPE, TYP. e r W WIDTH PER PLAN co 1.75% f.25% SLOPE0 CONCRETE �" x x N x x O XXx xx xx,�xx X v xx x x x v x x�xX x x X x�XX X X 2 1 2" ASPHALT .. x xx x x x x / °° ° X ■X x x X x x x x v xxxxx x 4" OF 3/4" MINUS CRUSHED v AGGREGATE 2" OF 3/4" MINUS O�O� 12" OF 6" MINUS PIT RUN (PARKING) CRUSHED GRAVEL Z W STANDARD MEANDERING SIDEWALK DETAIL PARKING LOT e w —NTS— SECTION NOTE: CROSS SLOPE SHALL NOT EXCEED NOT TO SCALE 2.00% AT ANY SIDEWALK, HANDICAP PARKING OR OTHER ACCESSIBLE ROUTE - THERE IS NO TOLERANCE ALLOWED ABOVE 2.00� NMID TEN MILE 5'-0" TYP STUB DRAIN NMID TEN MILE n EASEMENT STUB DRAIN 1..� CONTINUES 25' EASEMENT TO CENTER OF 20'-0" EXISTING SEWER EASEMENT � \ DRAIN /P 1' MIN FLAT LANDING 1' MIN FLAT 14'-0" MIN ALL-WEATHER ACCESS LANDING EITHER 2'-0" TYP 4'-0" TYP 10'-0" TYP 4'-0" TYP SIDE O 14'-0" MIN SLOPE PATHWAY 1�75% f 0.25% 10'-0" TYP SLOPE PATHWAY 1.75% t 0.25% SLOPE 2% TEN MILE STUB DRAIN 6" OF -3/4" 8" OF -3/4"j CRUSHED GRAVEL CRUSHED GRAVEL SUBGRADE 6" OF -3/4" 2" ASPHALT COMPACTED TO CRUSHED GRAVEL 8" OF -3/4" PAVEMENT 95% DRY DENSITY SUBGRADE CRUSHED GRAVEL SUBGRADE O 2" ASPHALT COMPACTED TO COMPACTED TO PATHWAY MUST MEET ALL ADA STANDARD AND PAVEMENT 95% DRY DENSITY 95% DRY DENSITY SPECIFICATIONS. THERE WILL BE NO TOLERANCE TO THESE REQUIREMENTS. U. 2.00% MAX CROSS-SLOPE PATHWAY MUST MEET ALL ADA STANDARD AND 5.00% MAX LONGITUDINAL SLOPE. SPECIFICATIONS. THERE WILL BE NO TOLERANCE TO THESE REQUIREMENTS. CITY OF MERIDIAN GRAVEL Cxr 5.00% MAX CROSS-SLOPE FOXCROFT PH 2 APTS1 " 5.00% MAX LONGITUDINAL SLOPE. SEWER ACCESS CITY OF MERIDIAN DATE: CITY OF MERIDIAN PATHWAY SECTION PATHWAYZSEWER ACCESS 3-29-2022 PROJECT: PROJE SECTION NOT TO SCALE SECTION C2019-013 NOT TO SCALE NOT TO SCALE SHEET o I , I TF — .—... N C..:-:: = D=7 C::-� 5 :::C KEYNOTES Oct cp REMOVE EXISTING BLOW-OFF ASSEMBLY 00 o DE A AND CONNECT TO EXISTING 8" WATER _j >, p C T f O,Q�/ INDEX X MAP MAIN. CONTRACTOR TO FIELD-VERIFY = C'3 w °' S \ —. .— ..—. .—... _...— .—. .— ..— .—...— .— _ CONSTRUCT 25 LF I _ N co 1 =200 LOCATION & ELEVATION OF EXISTING ■i Z ~ 8" WATER MAIN i T WATER MAIN. COORDINATE W/ CITY OF SN 0.0 O 1 I �� MERIDIAN. / r FFT J^O --- III FAW 0 22-1/2° BEND (MJ) = a 9 r O I ll i x 3 NOT USED. _`� o O (� N N I1 ¢ NOT USED. W Z w CONSTRUCT 231 LF _ ii� 0 EXISTING SEWER / / 3 `\8" WATER MAIN CONSTRUCT 110 LF ° 3 �__ -- a-_- __ 3 50 90' BEND (MJ) `W w SEE SHEETS 5.3 & 5.4 r / r » O 1 7/i �j r / ��° ° \ 8 WATER MAIN = iiI I III © 8"x6"x8" TEE (MJxFLGxMJ) Z ww r% r ° < I I 6" VALVE (FLGxMJ) ■� (� U CITY OF MERIDIAN WATER O v I W CONST. 12 LF 6" WATER MAIN Z M •, > p l I FIRE HYDRANT PER MERIDIAN W8 L1.1 a 00 EASEMENT o w 8"x8"xs" TEE (FLG) � � w 0 0 Z 2-8" ADAPTORS (FLGxMJ) _ CONST. 87 LF 1 W. PINE A l/E.4" FIRE LINE / \• M \ �`', ° T 3 ;o CONSTRUCT 84 LF II 1-s"x6" REDUCER (FLG) V w - 8 WATER MAIN 1-6" VALVE (FLGxMJ) ���` 4 FIRE LINE 3 "' \� � � /� ° ° ° °� _ I ° -----� I I ----- I i ° I II � CONST. 67 LF 6" WATER MAIN CONST. L » / ��� I I I I 6" 90° ELBOW (MJ) `� 2 �� i / I I CONST. 12 LF 6" WATER MAIN CONST. 25 LF M I ° � ' � I c 4 FIRE LINE / �/ - — — — J I I �I V / `��� � � \,�, \ M o 0 ,� j ,� COONSTRUCT 55 LF � 6 I I ° I I w I ° � 8 NIOT USRE ED. PER MERIDIAN W8 8 WATER-MAIN a 0 I 11 I �0 Fa O \ CONSTRUCT 162 LF I II I; 09 NOT USED. V A6 M I CONSTRUCT 24 LF I Q. 17882 CONST. 19 LF �\ �� \ 8 WATER MAIN �,� ,! I 8" WATER MAIN I I ® NOT USED. N ,{ » 1 e , I I I I v i / 1 I 4 FIRE LINE I II 9 j ' 2 C] 5 I I 11 REMOVE EXISTING BLOCK-OUT AND TF O�+F/�� CONST. 10 LF "�;;\' / `` ` y�0 �O a _ M M M M I M oM 00 M M I I II [ /V 4 FIRE LINE —�� _ Ifv E�ISTING SEWER 'MANHOLE. CONTRACTOR RP\ O ( \ f — — ❑ I i TO FIELD VERIFY INVERT ELEVATION ij � _ I I [DESIGN: 2546.17] CHECKED BY: DAVID A. BAILEY P.E. CONST. 67 LF T I 1 0© 11-1/4' BEND (6" SEWER SERVICE) DRAWN BY: 4" FIRE LINE / _ CONST. 57 LF CONST. 41 LF jai ® 'i CONST. 41 LF II r j 4" FIRE LINE 4" FIRE LINE 4" FIRE LINE i li & 22 1/2° BEND (6" SEWER SERVICE) KSC I I CONST. STANDARD 4" TRAFFIC-RATED CLEAN-OUT PER ISPWC SD-506A. / • "V � =1— $ CLEAN-OUTS TO BE PROVIDED AS r 4,, / ` CONST. 11 LF 4" FIRE LINE i i i ° a j SHOWN PER PLUMBING CODE. 100' MAX / Q I I t--■-- IA� Tj SPACING OR AT BENDS EXCEEDING n I CUMULATIVE 45° ° , Q ■ t -------I---- I I O I ] C NST. 11 LF Q 4" E LINE I Qj ® 45 BEND (6 SEWER SERVICE) cn FIR I z z o I CONST. 17 LF © NOT USED. o c� 4 FIRE LINE I I �y r I w i J a a � w � POTABLE/NON-POTABLE MAIN p w z / i `` • I I F I I CROSSING. REFER TO WATER NOTE 2 F > z I a O — ENTIRETY OF WATER MAIN ON COVER SHEET 1.0. o 0 INSTALLATION TO BE INSTALLED i `�i t-`-1 u I POTABLE/NON-POTABLE SERVICE N v w WITH PHASE 1 INCLUDING r i �� _ I ,`11 I T° I w GRAVEL ALL-WEATHER ACCESS / �' r / ®T I + --i°° II CROSSING. REFER TO WATER NOTE 3 o N n n PER MERIDIAN G2 ANDII I ON COVER SHEET 1.0. O N N L—_--J° l w I Q® CONST. 4" VALVE [FIRE LINE] p N N CONCRETE COLLARS ON ALL I I y_ o rn m VALVES. ` • ; ; / 04 $ i Q® CONST. 19 LF 4" FIRE LINE. > oo ° ° °a ° I . ro � z a 0® 45' ELBOW [4' FIRE LINE]. 90' ELBOW [4" FIRE LINE]. � • ,, i m a I I II i i t----- m � I I I II I I I 4 I r I I I WATER METER LEGEND LL - Ii ` ui (PER CITY OF MERIDIAN STANDARD DRAWINGS W4 & W5) I ' I w I W i • / / i -- I L---- I I I I i LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT �— / LINE WITH FIRE HYDRANT. I I W / �� i/ � `\\�J / ° I -_ i t--■--I ° I � ° i 4" FIRE SERVICE CONNECTION [CONN. PER cc�� rl n n n MERIDIAN SD-W510� co 2 WATER SERVICE W/ 2 METER & 2 SETTER PER MERIDIAN SD-W4. Q w i SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD 1..� n L----J L-----I + i . SW-3. y 77 LF 6 SS El:2556.33 i 360 LF 6" SS a 150' �. EI:2556.53 I I - 13.20� ----_� _ \ ` r I -THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS -- r ----- CO INV: 50.30 I I a �� �. CO INV: 52.21 1 1 1 1 1 1 CO INV: 54.35 I I AND WATERWORKS BRASS BE ANSI NSF 61 CERTIFIED. 85 85' 95 80 1i I u 'I' M � � 2 25% i � I -ALL WATER MAIN IS TO BE BLUE ANSI AWWA C-900 DR18, �^ 4.86% 2.25% 2.25% • II 30 0 15 30 60 V J s -- ----- ° --------------- - ------------------=---- --- - --------------------------- -------- —...— I PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. I .v I ° '° v° a ° ° ° g v ° ° w ° ° . w ° . ° ° ° v . ° . . ° °°° a ° I w I°, I I 1 -ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH l I SCALE IN FEET MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS „ 200, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. z i ' ) , ! 1 =30 NOTE: w — — — — I— I ALL SEWER SERVICES ARE TO BE 6" DIA, CONNECTED TO 256 2568 EXISTING MAIN PER ISPWC SECTION 504.3.3.B, C N CONSTRUCTED AT 2.00% MINIMUM SLOPE. z w *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS O200 (SDR-21) PIPE. SEE WATER NOTE 3. 256 O W 2565 BENCH MARKS 6M TBM Q TBM #1 - 2566.69 - RIM, EX. SEWER MANHOLE. LOCATED IN INTERSECTION OF PINE & TEN MILE. SEE SHEET 5.4. TBM #2 - 2568.67 - RIM EX. IRRIGATION MANHOLE. Q = LOCATED BEHIND NW CURB RETURN OF PINE & TEN MILE. U 256 Q FINAL GRADE -------- 2562 SEE SHEET 5.4. 1 0 w 255 2559 U J EXISTI G GRADE " C-900 STORM DRAIN 8" C-900 1 8" C-900 70R DRAIN g" WATER MAIN STORM DRAIN O it ��E IDIAN� LL 255 8" WATER MAIN 2556 " a DATE: 255 2553 3-29-2022 PROJECT: C2019-013 F XCROFT 2 WATER PROFILE Seth°aks SHEET HOR: 1 "=30' OS/31/2023 LDIR-2022-0070 VER: 1 "=3' 25 +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�550 0 C� Q oM 1 � EXSSMH-4 - - - - - TFiv KEYNOTES = Q M �j�F 01 REMOVE EXISTING BLOW-OFF ASSEMBLY ■` o ToB— — — — — — — _ — s AND CONNECT TO EXISTING 8" WATER �A IN � ------- —' Q -____ ss __ -----------------------------_-----__-----_---_--- e INDE MOAP WATER MAIN COORDINATE CITY OF �� MAIN CONTRACTOR TO FIELD VERIFY UJ � co o -- roe roe EX SSMH-5 '9�/l/ LOCATION & ELEVATION OF�EXISTING ■y Z � � —__—___—TOB __—____ --_ ___ -- L--- TOB MERIDIAN o EXISTING SEWER --- -------------- -TSB ---------------------- - -------- --------- O NOT USED. _ I SEE SHEETS 5.3 & 5.4 -ss XIST G 12" PVC ---- ---- -.. --.---------- ------- ----- -- -... --- 0 __-- o--------------- ------- a � ss o O 22-1/2' BEND (MJ) ss _...—...—._ --- -_. ------------- � ---------� ------- --- ® 45' BEND (MJ) W ENTIRETY OF WATER MAIN �- I DCco INSTALLATION TO BE INSTALLED — . / QO 8"x6"x8" TEE (MJxFLGxMJ) W w — . . . _ �_ I WITH PHASE 1 , INCLUDING 6" VALVE (FLGxMJ) Z w GRAVEL ALL-WEATHER ACCESS \7/ I I o CONST. 19 LF 6" WATER MAIN ■� U o j pG E AND CONCRETE COLLARS ON ° ��//�\/�\ FIRE HYDRANT PER MERIDIAN W8 Z I // / / lQ © 8"x6"x8" TEE (MJxFLGxMJ) W o ALL VALVES. / \/ //� /��\ I I 6" VALVE (FLGxMJ) J - CONST. 17 LF 6" WATER MAIN rn w FIRE HYDRANT PER MERIDIAN W8 CONSTRUCT 231 LF i CONST. 27 LF I /�\ �\ W. PINE A l/E. � 70 NOT USED. a— 8" WATER MAIN i 4" FIRE LINE \//\//\///\ I ° ---- ° /�/�\ � ® NOT USED. CONST. 7 LF ------ -- ° e < !. - 4» FIRE LINE - _- 0 - CONST. 44 LF CONST. 3 z CO ST. i I: r- --i -- i � r-- � ° ° e ° -.. —...—...— .. ° 6 LF ATER NOTE 2 E�Nc/,�, N 2 9 POTABLE/NON POTABLE MAIN Sg\ LF -- --� °° ° a _ .. _- 4» FIRE LINE 4„ FIRE �o``� CROSSING REFER TO W oo 'n PHASE 2 I ' RE LINE ON COVER SHEET 1 0 4 FIRE LINE -- ° _ ° IJ ® Q 05/25/2023 �- �_ ' vm VAN �/ /,� I CONSTRUCT 298 LF__ m ° ° ° I° ° ° I POTABLE/NON-POTABLE SERVICE I I --- 11 to L' PHASE 1 �` I CONST. AN LF I iI _ 8" WATER MAIN iI r-- -e° -- °° ° e - _ \ _ I I ° I — -- ONOCOV R SHEET 1.0. TO WATER NOTE 3 17882 + W W 0 I �, ! II I y --�i r-- ° ° ° CONST. 8 LF _ �� _ — W ---_-------� i i -- --- ° �° _ I� w W o I Q..—... Q -I— W o 9 _-- I _-_ - y �—W w I 4 FIRE LINE Q o --- _ ___ I I I ° ° 4" FIRE LINE T n QQ 8"x6"x8" TEE (FLG) .� F OF � W -- CONST. 12 LF �, CONSTRUCT 208 LF I , I- u — �i o _� L��— I I t r-- --T-=----,--- -- 6�, VALVE (FLGxMJ) cc(i \� v, Q =-��!�—,olT I CONST. 18 LF o �'" - W W o W__ » IL� -� ,� III I ' r CONST. 12 LF CONST. 12 LF 6" WATER MAIN �N S. CRP __ __ _ 4 FIRE LINE - - _ 8 WATER MAIN I , , r 4 FIRE LINE FIRE HYDRANT PER MERIDIAN W8 H " ___ 1 o W W J- �µ1i I CONSTRUCT 4 LF 1-8" VALVE FLGxMJ 4 FIRE LINE - I �I r--�--mot --------- �1°� �='--W�"�w— 0 5 g �—�®.�, L�'IL'_= ' 1-8" ADAPT R FLG(FLGxMJ) W —+I-W o I = CONST. 6 LF CHECKED BY: _ — 0 --8" WATER MAIN (FLGxMJ)CONST. 55 LF I CONST. 11 LF PHASE 2 _ - W�IW� o DAVID A. BAILEY P.E. ��-�- _ _ W—W�_W_ I 4 FIRE LINE o g ��__` ------------- --� 3 g _ - - W—'—W—W—W� CONSTRUCT 13 LF 0© CONST. 4" VALVE [FIRE LINE] DRAWN BY: L_4" FIRE LINE 0 4" FIRE LINE —+b� _ Q KSC ° ° I --o--- °-- -----� PHASE 3 I i, it--i---- ---------------- — - i - - W 18" WATER MAIN II i r__-__- CONST. 18 LF — r— _ '5 Q© 22.5' ELBOW [4" FIRE LINE] ° -- - i' it i 4" FIRE LINE ------ I� __ r tk 6 2 45' ELBOW [4" FIRE LINE] ----- - -- --� I __ �® o I� ICI ----------+ -- *-- 11/ / \ I 4 I --- ° ° ° a --� /I I __- - CONST._ 4" FIRE LINE \ G\�`( OF EP7�M� ' CONSTRUCT 34 LF ° WATER METER LEGEND J ui z = ° R 8" W (PER CITY OF MERIDIAN STANDARD DRAWINGS W4 & W ) - WATER MAIN � � Q / \/ LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT o z - \ \ \ �// LINE WITH FIRE HYDRANT. o - ° CONST. 38 LF ui \ 4" FIRE LINE / 4" FIRE SERVICE CONNECTION [CONN. PER cn c=� w IR \ f \\ �.../ P y�� Q MERIDIAN SD-W5] o N a / r \ / /.. 1 MER N r0 r0 2" WATER SERVICE W 2" METER & 2" o N N SETTER PER MERIDIAN SD-W4. 0 a I 04 N N SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD Ld N o a) N NOTE: Z N -THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS �`\ ' N AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. \ \° gL / P�� - /� P / -ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, J� \ \ \- t \ ` //� / /! / f% / PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. i� -ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH y �� \ \- \ \ ' P����' //� / �� MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS \ \ i �� S \\\\\����\/0'• \ \\ ' \ ° // ' 200, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. 7 ALL SEWER SERVICES ARE TO BE 6" DIA, CONNECTED TO \ J \ A\ kk, \ ® \ / EXISTING MAIN PER ISPWC SECTION 504.3.3.6, w \ CONSTRUCTED AT 2.00% MINIMUM SLOPE. \���' <� O oO �® \`\ *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS o //� 200 (SDR-21) PIPE. SEE WATER NOTE 3. 0 20* BENCH MARKS � TBM G \ 00 TBM 1 - 2566.69 - RIM, EX. SEWER MANHOLE. LOCATED IN INTERSECTION OF PINE & TEN MILE. SEE SHEET 5.4. TBM #2 - 2568.67 - RIM EX. IRRIGATION MANHOLE. / ° 0 LOCATED BEHIND NW CURB RETURN OF PINE & TEN MILE. \ / SEE SHEET 5.4. ° 30 0 15 30 60 (n w SCALE IN FEET z 1"=30' w 256 2568 z w �--- 0 � 0 W FINAL GRADE 256 2565 Q` � W Q ----- ---------- - 256 - --------------- " --------- --------- --- ------- --- ----- 8" —900 _ 2562 ---------- - STORM DRAIN 900 U. ____ __________ __ STORM DRAIN --------- --------- ---------- ------- --- - --ill -------- --------- ------ O - " o 14 C 900 RAIN 2559 U j 255 8" WEIR MAIN 8" —900 STORM DRAIN o Q o � ( E IDIAN LL 255 255 8" WATER MAIN 0 N DATE: 255 255 3-29-2022 PROJECT: to EOXC OFT 2 WATER PROFILE c2o19-013 HOR: "=30' Seth Oaks SHEET 05/31/2023 VE R: 1 "=3' LDIR-2022-0070 255 +20 7+50 7+80 8+10 8+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 10 14 40 14 70 15 ?�850 Q p U / TOB� � O ,---------- ----------------------------- TOB--- ------Toe- ------ KEYNOTES - - ------------ / "i------- ----- -------- TOB - ' _- cmo -- TOB ______________ EX SSMH 4 �s --------------------------- 4 XISTING�, 2' --------- " co • -__-_-__ -___________ RECHANNEL MANHOLE BASE TO REMOVE ba3- PVC 00.34% ,n ss - --------- ------oe ____ _____ O CHANNEL TO EXCAVATEDSTUB. SEE SHEET N ` ---- `-----------I---6(12 c' --------- ------------- 3 1 FO a� �°� I -------__-_ -------- __ ---__________________ R EXCAVATION SPECIFICATION. _ ---------a _ co _ - r - - ° 1- ------------------� ------- --------- �r-. � a I ` = _ ------- --------- -------- - NOT USED--- o CD 0 Z EX SSMH-3 4+78.17 ---------`---------- _ __ - •� -- ) --6" 19'R - -�' I M N 0O3 11-1/4' BEND (6" SEWER SERVICE) --- --------- TYPE B PER I:I y _ / EXISTING 12" PVC 00.25 El 2556.63Q ICI 3 .a ` �� ( j_ c~ Q® 22-1/2' BEND (6" SEWER SERVICE) Toa\ s EX SSMH-2 ISPWC SD-511] �11� 6„ 19'R i 2 -� -- _-- + g ('i N \ \� / s 111- Ell 2556.88 1Q QO 45' BEND (6" SEWER SERVICE) = Z w // // EXISTING 12" PVC 00.33% SLOG G NiIl^ G p [TYPE B PER I j 9+01.04 © NOT USED. W II 8L� ISPWC SD-511] I 6" 21'RQ NOT USED. W W III I I EEll2557.78 w OO II oDl [TYPE B PER ZLL w I o cn f G E ISPWC SD-511] QO C'3 i g�.0 2 8 NOT USED. Z r`Oi 9 i O CONST. STANDARD 4" TRAFFIC-RATED _j co o CLEAN-OUT PER ISPWC SD-506A. \ -...-... II \\ l I - -- I -- ° e ° e --_-__ - _ [CLEAN OUTS TO BE PROVIDED AS SHOWN rn _j j ° a - - I PER PLUMBING CODE 100' MAX SPACING OR INV:54.98 ; w p AT BENDS EXCEEDING CUMULATIVE 45'] PHASE 2 I; i co INv:48.42 it-- ----__ _ ° e ° • ° ® POTABLE/NON-POTABLE MAIN \ ✓// //\/� -now-�_�I i I ' I I -- I r-- - =----- __° a -� p ° -... _ CROSSING. REFER TO WATER NOTE 2 l- I i I l ° VAN �i l 1 - 1 i� r-- - ---- ° p ° � \ / PHASE 1 �f I I 1 _ ON COVER SHEET 1.0. NAL ��-��7� ��� JI � i I ' FOXCROFT 2 WATER it I _ 1 �I 9 r__° _ _ 1 POTABLE/NON-POTABLE SERVICE �� G �STE 'L �"" I ■ I CROSSING. REFER TO WATER NOTE 3 Q- O SEE SHEET 5.1 & 5.2 � I R F �- 4 Q 05/25/2023 ° � - ��- - --I wow o w� � �� I _�-�PHASE 2 i_ li i� � ON COVER SHEET 1.0. s \ //\\ O I r-- -- -- --------- - T_ �� - w _wow I PHA - - N�.6i 2 % \\ Sao- - - _WEE- + N / II I Il ;� I cm � w 0 w�+w� ! �F OF ___ �o �- o - w- WATER METER LEGEND �rc�V�N RP�� r--� I --"'--�--� I (PER CITY OF MERIDIAN STANDARD DRAWINGS W4 & W5) S. C -J --- -- --- 1�1 111 , �I ;I of __`-----�-- L - --- I� jI II LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT CHECKED BY: /- ENTIRETY OF WATER MAIN ___ _ 'I I �;I 1 LINE WITH FIRE HYDRANT. DAVID A. BAILEY P.E. I in _J I� INSTALLATION TO BE INSTALLED i ! ! i i °' 3 0 < ° - ° -- I -- ---a°' '° �I DRAWN BY: WITH PHASE 1 , INCLUDING I j j t - - --- I 4" FIRE SERVICE CONNECTION [CONN. PER KSC �; II NCO INV:S I s 1�2 MERIDIAN SD-W5] O ---- GRAVEL ALL-WEATHER ACCESS ___ 0 1 , . ��-� 2" WATER SERVICE W/ 2" METER & 2" - - ° \ �Q SETTER PER MERIDIAN SD-W4. PER MERIDIAN G2 AND CONCRETE COLLARS ON ALL I ° ° I VALVES. j j - l / SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD CO INV:50.53 g --�-- 0 7+96.51 SW-3. 3 0/ Ell 2556.98�j NOTE: II I� I I----- \ __-- -THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS u) N jN AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. z z o- 00 I ° �F s•T I 00 E- l 1 \ _ 1 -ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, o � C/B O,Q INDEX MAP _ I 1 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. - Q �° . I I ° 3 -ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH w 1"=200' - �__ _ I I L I \ MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS z II I 200, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. o > � Q II11 \ NOTE: � o0 . ° 1 I l \ v w i I ALL SEWER SERVICES ARE TO BE 6" DIA, CONNECTED TO L� ¢ j _ 13 \ \ EXISTING MAIN PER ISPWC SECTION 504.3.3.B, o N V) V) 20• CONSTRUCTED AT 2.00% MINIMUM SLOPE. N 0 0 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS N o o a, 00 ---_ �. \ 200 (SDR-21) PIPE. SEE WATER NOTE 3. I N 5+71.73 ° W _ CO INV:52.41 CO INV.54.12 97' 4" 362'R \ \\\.\. \. > z j Ell 2556.30 \ BENCH MARKS TBM Z N 3 �. \ \ TBM #1 - 2566.69 - RIM, EX. SEWER MANHOLE. LOCATED W J IN INTERSECTION OF PINE & TEN MILE. SEE SHEET 5.4. -- -- z 30 0 15 30 60 TBM #2 - 2568.67 - RIM EX. IRRIGATION MANHOLE. \ LOCATED BEHIND NW CURB RETURN OF PINE & TEN MILE. z \ SEE SHEET 5.4. e ~ O SCALE IN FEET 0 W. PINE A 1/E. � • ` � � 1"=30' h O ° w 256 �� ' \ 2568 0 �\ LLJ co 04 2 N 56 .�� 04 2565 N W Co INV:54.46 �/ ` 04 CO N . 0. N � ` O �29 ; �� ��v \ I v? � � `� `� `� �� 2 � � � N RAISE/LOWER MANHOLE RIMS TO 5 O °° \ 5"+65.73 Q2 �� = 00 rn � 00 N H MATCH FINAL GRADE PER ISPWC N N cD I� 6 487 R o N + U) Z 2030.3.2 ISPWC SD-20 0A. •• I IN O � 29 EI 2557.30 / ° cn N - /'� \°256 � � o � � 2562 00 Ln N M N M • LLB N F- / 1\ COINV:56.65 .�n z W(n tr N Z_ Z_ N ul Z � �� ` RIM ELEV: 2560.61 a " N 'O Z v ______ _ ~ z N •• N FINAL GRADE ------ Z W N _ RIM ELEV. 2557.49 z z 255 1 RIM ELEV. 2558.62uj --------- ---- 2559 -- _ __________ __________ _________ __ w imil ___-- i EXISTING GRADE 1 I I 255 1, �' I I � � Lf�j' 2556 1 I I I I 0 1 I I I I O Ld 0. 1 I I I I I I I I I I W 255 11 I I , + 2553 U. I I I I I I I I I I F_ = O U I I I I I I I I I I /� W I I I I I I VJ I I I I I I 255 I I I I 2550 U J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III III III II II E I ---- ---------- --------- ------ - - O 2547 ------ ------- - 547 W LL EX 12" PVC ------------------------------------ ---------- - ------ - ------- -------------------- ---------- -------------------- " PVC ® .34�EX 12 ------------------ ------------------- E 12" PVC 0.25% ---------- - EX 12" PVC C�0.33% ---------- -------------------- L---- -------- --------I I DATE: 254 ------------------------------- - - I LJ 2544 Seth Oaks 3-29-2022 PROJECT: FOXCROFT 2 EXISTING SEWER P OFILE 05/31/2023 C2019-013 LDIR-2022-0070 H R: 1 "= 0' SHEET ER: 1 "_ ' 2542+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 g+6�541 C� Q oM 1 � - ----------------------------- KEYNOTES Q A ------------------ _______ CID --- --- ______ O RECHANNEL MANHOLE BASE TO REMOVE o rn aol aoi --------------- CHANNEL TO EXCAVATED STUB. SEE SHEET 3.1 N T aol -------------- FOR EXCAVATION SPECIFICATION. _ w aol ac. --------------------- ■� Z ~ ------------------------------------ _______ \\ O 45' BEND (6" SEWER SERVICE) Z aol __ aol ------------- \\ O CONST. STANDARD 4" TRAFFIC—RATED aoi --------------- - — r ----y. \�\` CLEAN OUT PER ISPWC SD 506A. -- --- --�-- - eoi \ [CLEAN-OUTS TO BE PROVIDED AS SHOWN ■= a ° _ ��-��- ------ - - - - - - - aoi a0i \\ PER PLUMBING CODE. 100' MAX SPACING o -T^ OR AT BENDS EXCEEDING CUMULATIVE 45'1 = C'3 N ui T°B EX SSMH-5 - - - - - TO — — — M --------- L------ - - - - - NOT USED. - ----------- -- ---------------- o � � XIST�IG 12 PVC ----o - - ------------�--�--�-- - `\ . 0 Li _ "\\ �p 3C�9' ---- NOT USED-------------------------------------------------------- LL Lc) LLI + aoa \ CROSSING REFER TO WATER NOTE 2 w co ---o a f Lu ------ ------- � © POTABLE/NON POTABLE MAIN � ------------------------------roes \ � � � � --------------------- --------- _ p -------- \ \\ _ \ ---_______ I ----_ --- --- _ ON COVER SHEET 1.0. co ss EXISTING ------- 12" PVC ------------------------- TOB \ \\ � � ° i � ®0.68q p -------- --------- epR \ \ ` \`\\ � 7O POTABLE/NON-POTABLE SERVICE � � w --------------- I- ss —\ \ ll1 J Q / I I _ � __ \ \\ CROSSING. REFER TO WATER NOTE 3 a a, ss - o p — � I �� ON COVER SHEET 1.0. ` ------- \ \\\\\` \\ V - w 11+74.21 I � ss EI 2560.16Q �: -... 1 -...-...-... 16 \\ �\\ \ [TYPE B PER �i II \\ \\ ISPWC SD-511] I 13+95.03 i i \ \\ \` \\`� `\ ; WATER METER LEGEND �S\ONAL FNG 6" 19'R - \\ \\ \ `\\\ (PER CITY OF MERIDIAN STANDARD DRAWINGS W4 & W5) ���' G\STER El 2560.78Q I EX SSMH 6 \ \ \ a ; �� Fa \ \\\ \ / I G G [TYPE B PER \\ ° \ op\\\\\\` LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT Q 05/25/2023 0\-D ISPWC SD-511] i I \\ \\ \ \ \ \ LINE WITH FIRE HYDRANT. 11882 � I a 4" FIRE SERVICE CONNECTION [CONN. PER y7 L L7` I I \ \ \ \ \\ 10 MERIDIAN SD-W5] Ir F OF -. i �. \\ \\ \\ \\ \\ % N 2„ WATER SERVICE W/ 2" METER & 2" S CRP\ CO INV: EXISTING 12 PVC 00.82% T N I : \ \ \ \ \ \\� 0 SETTER PER MERIDIAN SD-W4. e ° e a °° ° °° --- ° \\ \ N \\ \\` \\ \\\� SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD II W W r-- e II N FOXCROFT 2 WATER ° — e \ \ \ \\ ` SW-3 CHECKED BY: --- II ¢ = SEE SHEETS 5.1 & 5.2 I i ° \ I Q I ° a J I I � ' I S I II I °I --a J/ °, \ a \ } ° ° - —...- \\\ \\\ n i N DRAWN BY:J�.d I I � NOTE- DAVID A. BAILEY P E II �I II -I--°I -- __, ° ° ° \\ \\ \ 2 -THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS KSC I �I AND WATERWORKS BRASS BE ANSI NSF 61 CERTIFIED. w o L��_a� _ I II III II \ I ��\ \ uu,, \\ -ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, —_ —_+— w_of -�� _s!__ I vnr, r , I NI II FOXCROFT 2 WATER I I j I^ --i T �r`_�w��w o w 6 ,!_ %��I h SEE SHEETS 5.1 & 5.2- i' L -1 i I v o / � ,\ PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. -ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH - - �=w -wow I co �o I---»---T__-______i _- it _- i � � ' � \ � \� MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS w—{�_w�w— �j __J / i� -__ �—�,� --m ` ° \ �\ 200, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. r--�-- ---------�---*------ I _ \ NOTE: II I r �_-�_-�___--- I 0 ALL SEWER SERVICES ARE TO BE 6" DIA, CONNECTED TO w __ __ ----- II i i 1 I i I �i I'r - ---�---�__ • � FN \ EXISTING MAIN PER ISPWC SECTION 504.3.3.B, z z o —'------�-- + �/ J Q = I CONSTRUCTED AT 2.00% MINIMUM SLOPE. o Q _J I I — II I H ° a° L # l,J INDEX MAP SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS of - -- -_ I___I__ � �� 200 (SDR-21) PIPE. SEE WATER NOTE 3. 0 w z ENTIRETY OF WATER MAIN �' - ° ° % °CO INV:55.83 of 1 =200 � O � Q INSTALLATION TO BE INSTALLED o BENCH MARKS 6I TBM WITH PHASE 1 , INCLUDING ° ,I ' 0 W 0 W —...— ° w Q GRAVEL ALL-WEATHER ACCESS ry�i� 2 \� TBM 1 - 2566.69 - RIM, EX. SEWER MANHOLE. LOCATED o N PO PO PER MERIDIAN G2 AND -T- - -�� --.\\ 20° # 0 N N IN INTERSECTION OF PINE & TEN MILE. SEE SHEET 5.4. cv o 0 CONCRETE COLLARS ON ALL % �tk \\"x I W Q o I I VALVES. , \\�\\�\\ TBM #2 - 2568.67 - RIM EX. IRRIGATION MANHOLE. N o rn 00 \ \ \ LOCATED BEHIND NW CURB RETURN OF PINE & TEN MILE. w ro I M SEE SHEET 5.4. 0 12+72.30 \ i \� /` . �. P vy�� z N 6" 229'R - El 2557.50 30 0 15 30 60 -- SCALE IN FEET W PINE A IVE. 0-0G N 1'=30' LL w 257 2571 0 w 3 VJ z EX SSMH- UJIM < 256 N STA:15+93. 3 2568 RIM:2565.1 INV IN:255 .46 12"S o RAISE/LOWER MANHOLE RIM TO INV OUT:25 0.36 12"NW MATCH FINAL GRADE PER ISPWC RIM ELEV. 2565.12 I r" C) • N 2030.3.2 & ISPWC SD-203 A. .. m + ~ ---- --- ----------------- V 256 • o _ ____--- 2565 v N � N FINAL GRADE w XH � > __— RIM ELEV: 2562.82 w N E Z _----_---_ - z --------- ---------- --------- --------- ---------- ---------- L 256 _ ___-- - -------- 2562 ---- EXISTING GRADEZ w ------- ----------------- 2559 j 255 Q II II O � I I I I 0 255 Lo W I 2556 LL r v, I I I I I I I I o o Q 255 F- I I 2553 U (n Q ------- ------ --------- --- X I I I __ EiAN,- I ------ ----------- I I EX 12" PVC ®--- °-- O I I ------- ---- ----- LL 255 I I ------- --- ---- ---------- ------------- _--------- - --------------- 2550 --------- ---------- ---------- EX 1 " PVC @0.6 %--------- -------------------- — I I --- ---------- ----- --- ---------- V ----� I ---- ------ ---------- EX 12" PVC 00.30% ---J ;--- -------- ---------- - 2547 --------- - - - -------- - __---_ _ — 547 Seth Oaks 3-29-2022 FOXCROFT 2 EXISTING EWER P OFILE 05/31/2023 PROJECT: LDIR-2022-0070 C2019-013 H R: 1 "= 0' SHEET ER: 1 "_ ' 2549+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 30 15 60 15 90 16 20 16 50 16 844 M 1 Q p � PRESSURIZED IRRIGATION DOMESTIC WATER METER 1 Y2 " CURB STOP BALL LEGEND = p BOX COVER. OBLITERATE VALVE SUCH AS FORD DOMESTIC WATER METER AIR RELEASE VALVE - a 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is being constructed. WORDS "WATER METER" 811-666SW Q BOX COVER OBLITERATE 1 Y2 200 PSI RATED -- -- SUBDIVISION BOUNDARY LINE � °6 2. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The FROM LID. FORD NO. X43 IN WORDS "WATER METER" OR EQUIVALENT CAST IRON WITH 13 Y2 FORD NO. X43 CAST IRON — CENTERLINE device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. LOCKING LIDS = C'3 LU WITH 13 Y2 " LOCKING LIDS RIGHT—OF—WAY LINE �� Z ~ 3. Install all crossings of the Public Rights—of—Way, private roadways and travelways with pressure irrigation at a minimum depth of thirty (30) inches and a maximum depth of forty—eight (48) inches in an AWWA C-900 pipe sleeve with locator wire. The Public Works Department and \ \ \ \ \ \ \ Z ACHD shall inspect all crossings prior to backfilling. \/\\/\\/\\ \\/\\/\\/ \ \ \ \ 6» \ \ \ PI CONST. PRESSURE IRRIGATION LINE ._ \ \\ \\ \ \\ \\ /\//\//\ /\//\//\/ a 4. The horizontal separation of potable water mains and non—potable water mains (sanitary sewer, storm drain, and irrigation) shall be a / �, � WITH IRRIGATION RISER � — minimum of ten (10) feet. Where it is necessary for a potable water main and non—potable water main to cross with less than eighteen (18) \/\/\/ \/\� o" Pvc \\ \\ \\ z \\ \\ \ _ CO N \ \ \ \ \ /\/ // \/ \/ \/ ® GATE VALVE W/RISER Z w inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water \/\ \/\ \ \/ \/\/\/ \/\� 20" PVC W Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). /\ \ /\\ / \/\\/\\/\\ \ \\/ QD MAINLINE DRAIN >% W \ \\/\\ / \ \ \ \ / W w\ \ \ ° ° \ G AIR RELEASE VALVE 5. The horizontal separation of non—potable services and potable water services or potable water mains shall be a minimum of six (6) feet. \ ° �� ° ° / \\ \\ \\ \ \\ \ ? IM co Where it is necessary for a potable water main and non—potable water main to cross with less than eighteen (18) inches of vertical /\/ ° ° ° ° d�\j %//�//�//� ° ° ° ° \\�//�� ■� Z W separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA /\ / \\ �\ \\ \\ a 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). BRASS \�/\\ /\\ IN 1 Cu. YD. \ \ \ \ KEYNOTES LU PIPE / // ° /\ DRAIN ROCK TO \/\\ \\ \\ ° ° ° \\ \\ rn J 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 \ \ BOTTOM OF VALVE \ / / / / IN 1 CU. YD. a // FOR SUPPORT /\//\// / /\\ DRAIN ROCK TO QQ Q CONNECT SPRINKLER PIPING INTO 3 EXISTING C.� w or NON—POTABLE WATER clearly marked along its length. Place the tape between six (6) inches below the surface and eighteen (18) inches / // /\//\// // \\/\\ \\ \\ BOTTOM OF VALVE SERVICE. VERIFY LOCATION OF EXISTING. above the top of the pipe. `� �� �� �� // // / // // // FOR SUPPORT 7. Label all irrigation risers and faucets with durable tags carrying the warning IRRIGATION WATER— NOT FOR DRINKING. 8. Label all valve boxes and vaults with durable tags carrying the warning DANGER—UNSAFE WATER or NON—POTABLE WATER. The valves and boxes S�pNAL FN g y g g DRAIN VALVE DETAIL ��5 G\sTE c,� are to be located a minimum of ten (10) feet outside of the Public Right—of—Way, private roadways and travelways. NOT TO SCALE AIR VENT STATION DETAIL �� Q� RFa ``�` 9. The Public Works Department shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in NOT TO SCALE Q 05/25/2023 effect with the applicable Irrigation District. Forty—eight (48) hours advance notice is required. 01 882 Qi 10. Not used. �F�F o F RP�c) 1Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND N $, C 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 CHECKED BY: —�_ ® 4" MAIN LINE MINIMUM Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) DAVID A. BAILEY P.E. `\\ 05 3/4" POLY PIPE 200 PSI Q3 4" x 3/4" SADDLE MINIMUM DRAWN BY: 7\♦ © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND = ® 4" MAIN LINE MINIMUM KSC 7 3/4" BASS COMP. COUPLINGS 1 5 8" x 3/4" BRASS NIPPLE 5k, ' ---- ----- — 8 3/4" BRASS CURB STOP ' ' ' " '� "' ' ' 6 6" x 3 4" 200 PSI POLY 18" ABOVE GROUND \ °e --- ♦ 9 ROCK CHIPS '� ' '� �'�..<'�, '\ ''/l' �'� T'� 7 3/4" BRASS CURB STOP 1 --_-- - ♦ � `� UNPLATTED ® 3 FEMALE ADD. ® ROCK CHIPS 3 � II s LOCATOR WIRE 1 Q9 3" FEMALE ADD. \ \ 3 PVC PLUG 3 ® LOCATOR WIRE \\/ \�j/ i . �\ �\oe ♦` ® MARKER STEEL "T" POST 4 (1 3" PVC PLUG 6 N z o /\/\\\/�\/\/k / . \`�� �\ �� ♦♦ \\ ® MARKER STEEL T" POST 5 8 z o a LLI z \\\\� N.M.I.D MODIFIED TYPE A RISER SHORT SIDE SERVICE DETAIL F W - /\�\\�/ N.M.I D MODIFIED TYPE A RISER LONG SIDE SERVICE DETAIL Ss �� NOT TO SCALE N w ¢ U \�\\� \ I:. ��.,\ ��, �,, NOT TO SCALE W M PO PO r� LyJ W j/ o so �\ dr // \\\ .Tof, 2 NOTE: ALL PIPING WITHIN THIS Ld o co .�v �� , SUBDIVISION PHASE IS PRIVATELY --------------- \, 2 ��rOe OWNED AND MAINTAINED BY THE N sus vv v Z ;^ S , ® N/ SLEEVES TO BE PROVIDED TO ALLI ---- -------------- ��I:: o `\ i „\\,\>� �� ./ �\ \ \\ ATE SIZE FMM `\ &LOCATONI W NDEVELOPERIN SPRINKLER CONTRACTOR. , ;\`, 50 0 25 50 100 ,, wo , \�r0e SERVICE DETAILS, AIR VENTS, DRAIN >\ \ rr 7 o\ E i �'7'- / %i w �C�,� ��r \\ \\\ gO1 ONLY EA DR ARE NOT REQUIRED TO C 1 7-\�\ /// 1 g r �\\�\ SCALE IN FEET MEET AGENCY STANDARDS- 7� � � � ro "— ' COORDINATE ALL PIPING ALVES WITHW � DEVELOPER. . I 4 \ .. \ r/; , -, tea. w � / f a • '� \i �� \, `� „ \w �\�� \ \`\\ 2 CITY OF MERIDIAN MUNICIPAL SUPPLY w it o \ r :°• IS BACKUP WATER SOURCE. BACKFLOW PREVENTION ASSEMBLY IS LOCATED IN LOT 1, BLOCK 4 IN FOXCROFT ♦♦ SUBDIVISION NO. 1 w ' T \ ° a. Mill I o 000 / \� f \ \ \ Uj ——— O• SD SD 9D I O ® \SS � o � - � • __-_�_-_ OIL •F , / T /l`� w\�\�l 1 ® ° •• \ . /% \` � ��♦ \\���\\ � �30 sty II J i d 11 N \\w r `♦ \ �� I I I I I -- � ---- ---- --- .,. 7 A 0 -- - ° / 1 SS r \--- = = =-=1===�=�= - ---I--I- -�- �I I ---- ---- --- ' �{ ♦♦ \gol SID ° � • - :: ° J / w F \ \ \ `\ ♦ ¢ III C� ( E IDIAN-# � I III I a Ir—r-�r�-l=�--I--�—�—�r' �---m---� r-- / o I I j �;� I� \ �`7v7v\ J� LLI-III LLJ-I L� — su sa3D N y I I w� _ f 0 3 I ��� I I I I I I I I � "�� ° / 1 / O \L\� / •/ •• �� I W I I II Seth Oaks w o w --- \ I U d o \' � I I I 05/31/2023 � LDIR-2022-0070 °J �L_ II .-----___----��--- — cam — :� � � :� �: Y :� 1 ❑ —...—... —...—...—...—... _...—...—._�..._. \...—...—...—... / I o I I III W --�-- ----------------- — ------ ---- -- — -- ---L— --- ------PL— —��� --���I�---� — --L-----LL-----L----- -----�L-----L--- * �° ------ -------------- ---- --- --- ----------- -� - -I- --- ----------- -- -- ----- --- ------- - - -- ----------------. ---------- -pr----- -----�r-----ter--- �r-- --------� �I ------------------------ — - -- ------------------- ---- -------- — i F I — LL B 10 — — — — — aw a — — — — — — — — — — — — — — - - - - - - - `I 80 w W_ w w w w w w I a Ol 801 801 801 T0B 801 TOB 801 TOB 801 TOB a01 T0B 801 TOB TOB TOB TOB TOB TOB TOB TOB a eol aol e01 a01 poi a 1 a0i aol ec_ y DATE: TOE EGR • I�— EGR EGR I I— I LV 3 5 s s s s s— s o — 29-2022 ---- - --------------- E A vE. ----------- — — C2019 013 PI PI I 14 PI PI PI PI— pl PI I PI PI I PI P' 1 PI PI -pi p PI pl PI PI PI PI PI PI PI = e r 00 5.00 CK F4 0 9 O C60 — Pl— P W i ------- —,� - T — _ _ T 7