Loading...
CC - Civil Plans with utilities v Q p U GENERAL SEWER DEVELOPMENT PLANS FORco 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works 1. Construction of the sewer system shall conform to the standards in the Q 7- Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian Wastewater Rules (IDAPA 58.1.16) as well as the standards and V o ° Design Standards, the requirements of the Ada County Highway District (ACHD), and/or the requirements of the Idaho specifications referred to in General Construction Note No. 1. GANDER CREEK SOUTH SUBDIVISION N O . 2r. - J 2. The horizontal separation of potable water mains and non-potable water Z w Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or P P P GENERAL LEGEND A PORTION OF THE NE 1/4 specifications. mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of Z 3 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or ten (10) feet. Where it is necessary for a potable water main and OF SECTION 32, T.4N.' R.1W.' B.M.' Z readily accessible at all times during construction (available on the website). Failure to have access to a current copy non-potable water main to cross with less than eighteen (18) inches of SS EXISTING SEWER LINE CITY OF MERIDIAN, ADA COUNTY, IDAHO = 5 of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. vertical separation, the crossing shall be constructed in accordance with W EXISTING WATER LINE 2020 L _o 3. The Contractor shall have plans stamped 'Approved for Construction"by the City of Meridian on site at Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA SD NEW STORM DRAIN = Z N Z w all times. 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). W NEW WATER LINE W 4. All Contractors, Subcontractors, and UtilityContractors shall attend a re-construction conference prior to start of BAYLOR W U) P P 3. The horizontal separation of non-potable services and potable water services NEW SEWER LINE I W w SUB work. or potable water mains shall be a minimum of six (6) feet. Where it is PI NEW PRESSURE IRRIGATION LINE I Zit 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is necessary for a potable water main and non-potable water main to cross W/SERVICE C� i required. No work may begin on any project without Twenty Four (24) hour prior notice. \ Z � Cn with less than eighteen (18) inches of vertical separation, the crossing shall x x x x x x EXISTING FENCE LJJ a 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open be constructed in accordance with Section 542.07 of the Idaho Rules for EP EXISTING EDGE OF PAVEMENT W. MCMILLAN RD. -A n or close water valves. - -- -- - w w Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the EP NEW EDGE OF PAVEMENT M 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the Wastewater Rules IDAPA 58.01.16 / I V w ( ) ----------- ---- SAW CUT LINE request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on ---- � this project meet the specification requirements set forth in General Construction Note No. 1. 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve BOUNDARY LINE GANDER CREEK wherever the service line crosses a storm water treatment facility (i.e., NORTH NO. 1 8. Work subject to approval b an governmental agency must be approved prior to A backfillin trenches for pipe; - - - - - ROADWAY CENTER LINE o J PP Y Y 9 9 Y PP P ( ) 9 P�P seepage beds, drainage swales). - TONAL F (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. ROADWAY RIGHT-OF-WAY c..) I LU o TT cgs yVG� f I I I O,YSTF 2 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works - - - - - - - - - - EASEMENT BOUNDARY � � � OAKS WEST �� Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of LOT LINE - - \ SUBDIVISION Q 01/28/2020 WATER CREEK - � � Z 17882 performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. _ �� NO. 1 ?n` - � EXISTING CONTOUR ��___ � � N o 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior 1. Construction of the water system shall conform to the standards in the "Idaho - _� �- i � to construction. Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the 600 FINAL GRADE CONTOUR T-, OF ��P 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the standards and specifications referred to in General Construction Note No. 1. ELEVATION @ STATION GANDER CREEK ` F�/N S C�p\C' Building Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans 2. The horizontal separation of potable water mains and non-potable water mains STATION POINT (TOP BACK OF ROLLED SOUTH NO. 1 -- must be approved in writing from the City Engineer. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) ELEVATION CURB UNLESS OTHERWISE NOTED) 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: GANDER CREEK feet. Where it is necessary for a potable water main and non-potable water CHECKED BY: TBRC = BACK EDGE RIBBON CURB PROJECT DAVID A. BAILEY P.E. SOUTH SUBDIVISION NO. 2. main to cross with less than eighteen (18) inches of vertical separation, the TVC = TOP BACK VERTICAL CURB DRAWN BY: 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage crossing shall be constructed in accordance with Section 542.07 of the Idaho TRC = TOP BACK ROLLED CURB SITE improvements are in place and functioning. TRLC = TOP REVERSE LIP CURB Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 PC = POINT OF CURVATURE -- 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of = any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic of the Wastewater Rules (IDAPA 58.01.16). PT POINT OF TANGENCY3. The horizontal separation of non-potable services and potable water services FL = GUTTER FLOW LINE McFADDEN DRAIN within and around the construction area. = or potable water mains shall be a minimum of six (6) feet. Where it is GB GRADE BREAK OWYHEE 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall GC = GRADE CHANGE SCHOOL SITE necessary for a potable water main and non-potable water main to cross with determine the exact location of all existing utilities before commencing work. The Contractor assumes all responsibility • El = END INVERT SEWER SERVICE (FUTURE) for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Digline # less than eighteen (18) inches of vertical separation, the crossing shall be ( constructed in accordance with Section 542.07 of the Idaho Rules for Public SANITARY SEWER MANHOLE 1-800-342-1585. O EXISTING SANITARY SEWER MANHOLE 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). APPLE permit from ACHD at least forty-eight (48) hours prior to any construction. --------- 4" SEWER SERVICE LINE VALLEY SUB. o 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the apply TYPICAL DOUBLE WATER requirement does not reuse vaults.mains. This re a I to catch basins or sand and service line crosses a storm water treatment facility (i.e. seepage beds, q g drainage swales SERVICE U) 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of g ) NAVD-88 DATUM w 5. The Contractor shall be responsible for providing continuous water service to 0 the proposed improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all P P g PROPOSED FIRE VICINITY MAP UJ trees, stumps, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such all existing water users affected by construction. If water service must be o P 9 9 Y 9 9 HYDRANT w material which, in the opinion of the Engineer, is unsuitable for the foundation of pavements. All material not suitable interrupted, the contractor shall coordinate with the Public Works Inspector. 1 „ = 600 for future use on site shall be disposed of off site. tiro EXISTING FIRE HYDRANT PLAN SHEET INDEX � Z 19. Survey control points which are critical to the construction of the project are located within the limits of work. The Y Contractor shall take precaution to protect the points in place. PRESSURIZED IRRIGATION- 1 LOT NUMBER O 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to 1. The pressurized irrigation system must be built to the standards of the irrigation SHEET DESCRIPTION ^' Im CATCH BASIN - ISPWC the Contractor incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work district in which it is being constructed. 1 .0 - COVER SHEET INDEX VICINITY MAP & NOTES ` v will be cause for a stop work order and possible termination. 2. Install a reduced pressure backflow preventer in any connection between the PER PLANS 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or 2.1 -2.3 - FINAL PLAT • potable water system and the pressure irrigation system. The device must be inverts prior to construction. When discrepancies occur between plans and specifications, the Contractor shall approved by the Idaho Department of Environmental Quality (DEQ) and the City DIRECTION OF DRAINAGE FLOW 3.1 - EXISTING SITE/DEMO PLAN O immediately notify the Engineer. Untimely notification shall negate any Contractors claim for additional compensation. of Meridian Water Department. 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI's, and preparing a 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways STREET LIGHT 3.2 - MASTER UTILITY PLAN Z W Polution Prevention Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at with pressure irrigation at a maximum depth of two-and one-half (2-1/2) feet 3.3 - SITE GRADING PLAN 208-378-5746 for the required information. 12 EXISTING DECIDUOUS TREE (CALIPER) 3.4 - SITE GRADING PLAN & DETAILS and in an AWWA C-900 pipe sleeve with locator wire. The Public Works 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or Department and ACHD shall inspect all crossings prior to backfilling. 4.1 -4.8 - STREET PLAN & PROFILEW Z irrigation pipe. All pavement shall be replaced within seven calendar days from the time the pavement and/or concrete oHP EXISTING POWER LINE & POLE 9 P P P P Ys P / 4. The horizontal separation of potable water mains and non-potable water mains 4.9-4.10 - STREET & DRAINAGE DETAILS � is removed. Concrete and pavement shall be replaced per ISPWC Standards. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and Where it is necessary for a potable water main and non-potable water main to 5.1 -5.6 - WATER & SEWER PLAN & PROFILE r sewer elevations or inverts prior to construction and notify the engineer when elevations or inverts do not match plans. cross with less than eighteen (18) inches of vertical separation, the crossing SHT 4.2 - ALLEY SHT CREEK SHT 5.2 - SEWER LINE B 6.1 - PRESSURE IRRIGATION PLAN AND DETAILS N shall be constructed in accordance with Section 542.07 of the Idaho Rules for SHT 4.3 - MAGICAL CREEK SHT 5.3 - SEWER LINE C 6.2 - STREET LIGHTING PLAN > ROADWAY Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the SHT 4.4 - GRAND RAPIDS SHT 5.4 - SEWER LINE D 0 SHT 4.5 - GLASSFORD (N) SHT 5.5 - SEWER LINE E 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction Wastewater Rules (IDAPA 58.01.16). SHT 4.6 - GLASSFORD (S) SHT 5.6 - SEWER LINE F Q permit from ACHD or ITD at least forty-eight (48) hours prior to any construction. 5. The horizontal separation of non-potable services and potable water services or _ sHT--_4.7 - REDWOOD (W) DEVELOPER m - - 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. potable water mains shall be a minimum of six (6) feet. Where it is necessary SHT 4.8 - REDWOOD (E) ----- TRILOGY DEVELOPMENT INC.� Contact ACHD Inspection Services at 387-6284. for a potable water main and non-potable water main to cross with less than _ - - _ _ �`' SHAWN BROWNLEE SHAW3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot eighteen (18) inches of vertical separation, the crossing shall be constructed in _ - - a ocK 9839 W TRILOGYIDAHO.COM A * r^ improvements outside the public right-of-way. accordance with Section 542.07 of the Idaho Rules for Public Drinking Water �0 O O 2 9839 W CABLE CAR ST, SUITE 101 IDIAN �- V 6 0 I BOISE, ID 83709 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 5�-5 Qs Public Supplemental Specifications. No exception to District Policy, W. PLAT (208) 895-8858 Works Department pp p p y Standards, and the ISPWC will be allowed unless 58.01.16). 5 EAu C J� ' s REEK DR. Design BConskruction Supplemental Specifications specifically and previously approved in writing by the District. 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, �6�5 X ENGINEER 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The metallic red in color, with the words DANGER -UNSAFE WATER or NON-POTABLE 14 1e 2 H ' IA-' BAILEY ENGINEERING, INC. ■ ■ roadway contractor shall install and adjust all spacers, grade rings, manhole rings and lids. WATER clearly marked along its length. Place the tape between six (6) inches 12 13 3 a-' 01 1 1 19 E. STATE STREET, SUITE 210 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and gutter, below the surface and eighteen (18) inches above the top of the pipe. � 0 0 is 4 Z EAGLE, ID 83616 �0 valley gutter or sidewalk improvements. • ` V I IN 7. Label all irrigation risers and faucets with durable tags carrying the warning N _-- EX M » s •� 0 (208) 938-0013 ■ 7. Existing A.C. pavement shall be cut to a neat straight line (2 minimum cutback) parallel or perpendicular to the DANGER-UNSAFE WATER or NON-POTABLE WATER. - _ _ 18 e D 3 KCRAIG@BAILEYENGINEERS.COM HZ ■ street centerline and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions --- _ r 8. Label all valve boxes and vaults with durable tags carrying the warning s D 4 DBAILEY©BAILEYENGINEERS.COM Y during trenching may require additional pavement repair beyond the limits shown on the plans. Refer to DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum Z 20 lo { 8 �lo M o� ■ conditions listed in the ACHD PolicyManual. EXISTING GANDER CREEK 3s 0 0 ■ of ten (10) feet outside of the Public Right-of-Way, private roadways and SOUTH SUBDIVISION N0. 1 0 «n 2' s m 0 v Plans Are Accepted For Public � �■ W 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within travelwa 38 22 10 p ■ W the road right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb 3s 37 0 23 » H ' Street Construction '7 ■ 9. Install a reduced pressure backflow preventer in any connection between the Q _ 8 if no sidewalk) and the leading edge of any fire hydrant. potable water system and the pressure irrigation system. The device must be D MH e stamping and signing the improvement cans, the Registered o c`i Y P 9 9 9 P P 9 ■ 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be 35 H -�• 12 --3 9 Engineer ensures the District that the plans conform to all District • g Y q g g approved by the Idaho Department of Environmental Quality (DEQ) and the City -' w IN GR- o policies and standards. variances or waivers must he s ecifical- determined by the field inspector. Department. O Z AND RAPID p Of Meridian Water Ex MH s��s �, 34 S DR e-" ly and previously approved by the District in writing. Acceptance ■ ■ 10.AII materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly S F S S D of the improvement plans by the District does not relieve the the current edition of ACHD Supplemental Specifications. 33 Registered Engineer of these responsibilities. �+ executed agreement for inspection and maintenance is in effect with the W 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction 20 BY DATE: applicable Irrigation District. Forty-eight (48) hours advance notice is required. 32 ADA COUNTY HIGHWAY DISTRICT �N APPROVED FOR e Standard Drawings (Current Edition): 11.Pressure irrigation mains must be along rear lot lines. Where pressure irrigation 2 �nwMo Q 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet 21 22 LOCK 31 CONSTRUCTION mains traverse a side lot line in order to cross a street, the domestic water H O 23 24 s' � � MH Z 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. -2 O 25 28 27 30 D-4 THE ENGINEER OF RECORD CERTIFIES THAT These plans and/or specifications have been reviewed for 3. 4.0' Concrete Valley Gutter, ACHD SD-708 service and pressure irrigation mains must be on opposite sides of a lot. MH F-3 w O 28 °R MH Q 12.Pressure test the irrigation system to one hundred-fifty 150 pounds per square • REDwoo 0 ORE o_5 THE PLANS ARE PREPARED IN SUBSTANTIAL compliance with Meridian City Standards and Specifications. 4. Rolled Curb and Gutter, ACHD SD-702 g y ( ) P P q 1 �p MH R. �op0• O 1 CONFORMANCE WITH THE ACHD POLICY This review does not relieve the owner, engineer, or contractor V 5. Pedestrian Ramp for Handicapped, SD-712C, SD 712G inch (psi) with allowable loss in accordance with Section 3.1 (c) of the Standard O 0 •�• �,.RR° MANUAL AND STANDARDS IN EFFECT AT THE of the responsibility to design and/or construct those facilities 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not allowed) and colored Traffic Yellow, SD-712 Specifications. O O O O MH E- 16 TIME OF PREPARATIOWTHE ENGINEER in compliance with all current applicable federal, state and local 7. Sidewalks, ACHD Supplemental Drawing SD-709 13.City of Meridian Municipal Water is the backup water source for this development ----- __ ocK O io �� 12 is i4 �s BLOCK 7 ACKNOWLEDGES THAT ACHD ASSUMES NO laws, rules, regulations, ordinances, development agreements, 8. 2.0 Ribbon Curb, ACHD SD-703 - A reduced pressure backflow prevention assembly is located in Lot 9, Block 4 6 » LIABILITY FOR ERROR OR DEFICIENCIES IN specifications, orders or approvals, all of which the City retains DATE: _ o�K � 01-28-2020 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A of Gander Creek North Subdivision No. 1. _ 0_ THE DESIGN. ALL VARIANCES FROM ACHD the right to enforce. Inconsistencies not noted by City staff shall PROJECT: POLICY SHALL BE APPROVED IN WRITING. not be construed as approved unless specifically addressed 12. For subdivision sign installation; outside installers must be bonded with ACHD THE FOLLOWING VARIANCES, LISTED BY DATE in writing by the City. Any proposed revision to these plans must C2018-007 and obtain a no-charge right-of-way permit. STREET & SEWER INDEX AND SHORT DESCRIPTION, WERE APPROVED be submitted for review and compliance with the Meridian City SHEET 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance with policy and existing FOR THE PROJECT: Standards and Specifications before said revision is constructed. pavement markings. 1"=200' - NONE. Name Date 0 ■ Q O U CO F O O.■ N C M W ■� -Z Z Z C ui PLAT SHOWING W J Lu Curve Table �� J��� ����� SOUTH Z W F p'` Curve # Radius Length Chord Bearing Delta 1� ■— GQ 06/ C1 553.50' 138.19' 137.83' N82.17'06"W 14'18'16" S UB D I VI S I 0 N NO . 2 W 1J Q 00 1/4 29 `L � o C2 323.50' 40.47' 40.44' N87.37'38"E 7'10'01" 5 `� 32 LOCATED IN THE NE 1/4 5 RADIUS: 543.72' LENGTH: 192.72' OF SECTION 32, T.4N., R.1 W., BOISE S. v w CHORD: 195.65 MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 110 BEARING: S87°14'49"E 2020 I NOTES: DELTA: 20°43'49" I g° , POINT OF 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Gander Creek S\ONAL F N82•23'16E o - - - - - _ ma`s 0226"E BEGINNING Homeowner's Association and a Permanent Public Utilities and Property Drainage o�`���o\STER,y - 873.1_7_ - - - -- _ Easement is hereby designated along all lot lines common to a Public Right-of-Way and Q� Q �o <<1�, S7652'16„ along all rear lot lines. A five (5) foot wide Public Utilities and Property Drainage zo GANDER CREEK SOUTH --= 262,00, Easement is hereby designated along each side of interior lot lines unless otherwise lJl� Id o SUBDIVISION NO. 1 W B�CCf( '-` 3 shown. y � N N ,�0) 2 — • p TF OF \ OC) 2. Portions of Lot 22, n o� 3 Block 4, Lot 4, Block 6, Lot 2, Block 9, Lot 8, Block 11 and all of q��p A BPS a? 0 "E w S76'S2'S5"E 7.21' i� bl 4 O 6 �o Lot 23, Block 4, Lot 3, Block 6, Lot 1, Block 7, Lot 1, Block 9 and Lot 9, Block 11 are N82°33'37 O o servient to and contain the ACHD Storm Water Drainage System. These lots are 285_80- _ _ _ o N13 07 05 E 110.00 2 7 O hi UNPLATTED encumbered by that certain Master Perpetual Storm Water Drainage Easement recorded CHECKED BY: MS76°52'55"E 118.46' E' on May 8, 2009 as Instrument No. 109053259 and First Amended Master Perpetual Storm DAVID A. BAILEY P.E. o - w P 1 S76'52'55"E Water Drainage Easement recorded on November 10, 2015, as Instrument No. DRAWN BY: N89'17'03"E 48.40' o ��A�U CREE • 35,78' 2015-103256, Official Records of Ada County, and incorporated herein by this reference I<sc N82'23'16"E 88.19' 1 `R\ • as if set forth in full (the "Master Easement"). The Master Easement and the Storm Water Drainage System are dedicated to ACHD pursuant to Section 40-2302 Idaho Code. i 16 3 The Master Easement is for the Operation and Maintenance of the Storm Water Drainage LEGEND 0 0 14 O 14 , System. ---- - ---- SUBDIVISION BOUNDARY o o O O /p ^ 3. Any Re-Subdivision of this Plat shall be in compliance with the most recently approved SECTION LINE GANDER CREEK SOUTH 0 12 13 "� U) Subdivision Standards of the City of Meridian. — - EASEMENT LINE (SEE NOTE 1) SUBDIVISION NO. 1 1 11 S76'52'55"E --------------- EXISTING EASEMENT LINE (AS NOTED) 15 O 52.05' 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which 0 STREET CENTERLINE NO7'36'44"W� 17 > • • states: "No agricultural operation, agricultural facility or expansion thereof shall be or o Z , O O Q 2 become a nuisance, private or public, by any changed conditions in or about the Q I LOT LINE 157.00 W• DAKOTT Y o surrounding nonagricultural activities after it has been in operation for more than one (1) mN O6 LOT NUMBER CREEK OR• 18 O wl i year, when the operation, facility or expansion was not a nuisance at the time it began w 3 0 o Y V U O N UNPLATTED or was constructed. The provisions of this section shall not apply when a nuisance results o'n ACHD STORM DRAIN EASEMENT 40 19 �j p O7 to from the improper or negligent operation of an agricultural operation, agricultural facility o W M SEE NOTE 2 S82 2316 W N _J 0 < 4 N or expansion thereof." N Q 05 M • SET 1/2" x 24" IRON PIN 31.81' 20 m _J m O () 3 m oo I WITH PLASTIC CAP, PLS 11779 o Q O V 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility U z N FOUND ALUMINUM CAP I 39 I 21 O9 < J of the lot owner unless such responsibility is assumed by an Irrigation/Drainage District. MONUMENT M o Irrigation water has been provided by Settlers Irrigation District in compliance with Idaho Q SET 5/8" x 24" IRON PIN 38 QI 22 10 12�� 6 con S89'26'14"E Code Section 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water ^� �_ WITH PLASTIC CAP, PLS 11779 3 --- O 52.00' Rights, and will be Obligated for Assessments from Settlers Irrigation District. ` �I Op FOUND 5/8" IRON PIN W/ PLASTIC CAP, 36 � 37 i 11 • • rl- PLS 11779 UNLESS OTHERWISE NOTED 23 3 6. The bottom elevation of all structural footings shall be set a minimum of 12-inches ao O _ O _ above the hito - ghest established normal Ground Water Elevation. O Y LL , i 0 N00'33'46"E 432.81' i p 35 N W. GRA - _ 12 / Og i M op 7. Lot 3, Block 2, Lots 14 & 23, Block 4, Lots 20, 31 & 36, Block 5, Lots 3 & 17, Block Z J J • • PI_D�_ �� • - o 6, Lot 1, Block 7, Lot 1, Block 8, Lot 1, Block 9, Lots 1 & 12, Block 10 and Lot 9, Block CQ O 11 C1 - -f4cn) 11 are common lots which shall be owned and maintained by the Gander Creek 34 �C Homeowner's Association. All common lots are subject to a blanket public utility Z SHEET 2 1 O z 1 N89'26'14"W 38.10' • N75'07'58"W easement and irrigation easement. _____ � � � c�-S00'33'46"W 105.00' 107.70' O SHEET 3 33 2 8. ACHD Permanent Easement - See Inst. No. _________________ GANDER CREEK SOUTH o � � S14'S2'02"W SUBDIVISION NO. 1 • S89'25'52"E 1 2 • 58"W g. ACHD License Agreement - See Inst. No. __________________ N24'30'29"E S03'21'48"E 20.05' 47.00' 20 0o N75'07'S8"W $o w o o _ - S8 I 21'07' 32 Y�S00'33'46"W 107.09' 83.03' 10. City of Meridian Water & Sewer Easement - See Inst. No. ________________ o cV J Q - 8"E 571• N56'41'26"E o O V M II _J 21 �L 69 _ 63.70'�� o UNPLATTED 11. Lot 3, Block 2 is subject to a blanket Nampa & Meridian Irrigation District Easement for maintenance of the Five Mile Creek. m 00 00 zt w o 22 23 BL OClf 5 - _ o 31 m C2 • Z o , � 0 24 25 S01*12'39"W 12. Vacation of existing ingress/egress easement - See Inst. No. _______________ Z U o 26 27 30 - 47.00' ' O 28 29 OR• • BLOCK 7 O E�- c� , - mow_ RED GR% 17 3 � ' ' OD CR�K-D - E��O� 1 rn L ao l R o I� NPL ANo Z � O i O4 5 �• 10 o �c�5\���GENSF 1 O`rli�G O6 16 0 o O O g o • • UNPLATTED o 11779 (n o ._ � " • 0 11 12 14 � " N� � N N86 41 58 W - OCk 6 O 13 O 6 $O p0 N75 07 58 W 0o 1�,� \0- _ �N7- 19.31 O OF o y N82-03'48"Vy 557 - -- B1,OCK 6.26 2 � N86'41'58"W 472.67' •33 - 56 L,J UNPLATTED - • P MC Li C1/4 CODY M. MCCAMMON, PLS 11779 C IDAHO SURVEY GROUP 9955 W. EMERALD ST ' SHEET 1 OF 5 BOISE, ID 83704 V 0 A 100 0 50 100 200 Li iiiiiiiiiiiiiiiii�....................................�illillillillillillill!!Eiiiiiiiiiiiaailey Engineering, Inc. o 0 SCALE IN FEET NOTE: CIVIL ENGINEERING I PLANNING I CADD Z 1 " = 100' SEE SHEET 3 OF 5 FOR LINE Q & CURVE TABLES 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.cneers.com DATE: 01-28-2020 PROJECT: C2018-007 SHEET TOTAL # LOTS: 81 2st V CD O O c M c v N V W N ■� Z � Q W Z 3 A+ Z .= a N W Zw S, .,52 , GANDER CREEK SOUTH SUBDIVISION NO . 2 � W w WC 62.Qp► CD r ` Sp° S7652'ss'E 26'O3 `'-\ LL a 00 rn 1 / / / So 00, • Pu /c 0 0/ /, / / / 2 62.00• `vl /^ O o - r lO ' / ;' O °) o �S�pNAL FNc o 7 0 0 / ^� �p`� �G\STER� 21 L , ` l / / / /2 so.00 J L , l / 8' sE / l '� �- O8 /o/1 N NOT E l 2 / oI O IN so oo, J L , E I� / / /�I •o U P� � S76'52'55"E 7.21' o - \ 57652'55»5p'0p'�l _ J / / /co p�TF OF & 19g\1' h!_ E 262.00, s0.00 , , ` l i S76'52'55"E N �27 5 `S7652's5•' 62. J P� \ E 29771,, °o' 35.78 L - , ATEAV \ e • CHECKED BY: p `�6' y S CREEK \ zo DAVID A. BAILEY P.E. 7652.55»E DR. • N o• DRAWN BY: 4.26 75 sT / ' \ _ _ _^ KSC ` S76 52'SS,E O <<'� o �� �' 98 8 � 16 / / `107,001- _ ` o/C9 �y0 S765 5�. ,� N89'17'03"E •o I o / 28.51' O 5.35' c 2 i s9.66 E `v O " 48.40 / c, Lo 17.88 / - o 88.19 $76. / I 2.97' / • / Na2•_23*16 E _ .06_\ - 52'S5"E 4 2 / __ S85.13'28"E - - --�v 38. co 19' 48 45 -- 11 , 50.00 _l 15.34' 2Lo 0.0j.�`8� 6 L ` I o r -105.62- - 50�0` ` S7652 55"� °r�° I O C47 N • I O o 11 14 / 6711 1 co I I J 0, 3 - L - - S89'26'14"E - - J N /�l ^ o 1 11 o w 12 OR M 0 13 C o� ^ ,�co 0 -106.00'- - - I / Uj a 1' O o I w o o Z CNN oMry 15 I � � I 4 I � L / 0 I m / co LEGEND w ry S89'26'14"E- - J M L - - S89'26'14"E - - J M S76 52 55.,J I S76.5 o -106.33'- - - _ 6p E 2 55"E --- --- SUBDIVISION BOUNDARY Q w _ 2.Q5 - - - SECTION LINE w - -106.00'- - - 65'� • I I L - 22.36' C29 Cap / / o o o I '- N o c1� L - - - 40.00' C �/ N39'10'04"E 17 I I 5 0 • - - - - - - - - EASEMENT LINE (SEE NOTE 1) - J 50.00' 112.36' w 3� 43.77' O °° --------------- w � I � � > p 3'16"E EEK �, J L - � O EXISTING EASEMENT LINE (AS NOTED) Z O �W N82.2 DR. - c �, - - -S89'26'14"E- - - S89'26'14"E - - J Q I I KOTA - S `��'\/ M - �1 STREET CENTERLINE WID i- - - - -97.47'- - - � _ Yip L - - -110.00'- - - -� I LOT LINE • A � ^' \ N 57'22'56" _ - - -106.00'- - - ro - �W 112.36' �, o Lo 0 o io W �,, S82'23'16" 24.51' 18 0 M 0 I O 1 0 � W ro (- - -N89'26'14"W- - IW 23'16E �' 2�\ �u'� °�° w ,°� O o It 0 0 O LOT NUMBER N N82' o 2j \ ` - - - S89'26'14"E- J "•cow L� - S89'26'14"E - - J i w 0o o O 1 �I( 80.55_ _ _ \ - - - -87.32'- - "o - - -106.00'- - - !uj -'I 0 w L_ - - - J ACHD STORM DRAIN EASEMENT • S80'56'0 W 0 o w 0 0 Q i� - 110.00'- - - SEE NOTE 2 1 20.00' 19 I z I O O7 I c Z o - -N89'26'14"W- - • SET 1 2" x 24" IRON PIN O • ' " I of rn N L - - J '') L z Q o o O of N WITH PLASTIC CAP, PLS 11779 Z S82 2316 W N S89'26'14"E - - :`� - J I i S89'26'14"E - - z 4 cV 31.81' I - -106.00'- - z _ z I I �I M FOUND ALUMINUM CAP _ - -106.00'- - - N L - J 0 V� o oL 0 Z - - -110.00'- - - -� MONUMENT - 10 S89'26'14"E - - 1 20 OI I O 1 I- - -N89'26'14"W- - 3 SET 5/8" x 24" IRON PIN Z 110.00'- - - co "� J 00 r7 r� ao I cD F- - - - r� L - - � 0 0 WITH PLASTIC CAP, PLS 11779 S89'26'14"E - u�� 20.0' L - - S89'26'14"E - - J o I kci 00 }- - - -106.00'- - - - - -106.00'- - - C3 `� FOUND 5/8" IRON PIN W/ PLASTIC CAP, 10 I 39 I o I 0 Lu L - - - - - J I O PLS 11779 UNLESS OTHERWISE NOTED f^ ICI O Lo P. � I 21 I q J 0 9 0 110.00'- N - a. 00 O -1 I O ao I- - -N89'26'14"W- L - - S89'26'14"E - - -1 to L J M Q L - � I / r7 - - S89'26'14"E - - - S89'26'14"E - - J o 1 O U 100 - - - -110.00'- - - -1 io o _ 6 O 0 I_ O z - -106.00'- - - 0 0l l 0 1 0 W i N - _ - -106.00'- - - J 1 �I 0 I1 38 N N w 1 22 I ro 10 o - - -110.00'- - =m-� - - J Q "� r0 00 O co i- N89'26'14"W- m S89'26'14"E - - J S89'26'14"E L - - J o Q O i S89'26'14"E - - O of I F- - - -110.00'- - - 106.00' 23.5' 23.5' 7 I OI r - - -106.00- - - M I I S89'26'14"E W o Z o 0 0 13.61' • C42 - _J 1,C) o� IS89'26'14"E 37 1 0 0 0 11 - - -110.15'- - • 52.00 • �+ L 110.00' - J 23 I 7.58' c� I- - -N89'26'14"W- - N_b - - - 23.5' 23.5' - -S89'26'14"E- - co • U� O 1 oo O M 15.00' 36 15.00' 2.05' 102.23' 13.59' o 00 �� so.00' 12 w� I b 00 A d- Z ------- --- I o O w wI - - - - - - - � o N89'26'14"W a -L 117.47' ---- z co I 1 S89'26'14'E 1 i, Lo -N53'S4'05"E C36 �-�� •d^/`� N89'26'14"W 3 NPR NANO M I 110.00' I M o �• - S89'26'14"E 131.31�_ - 38.0 7 2 <'� co g5 �GENSF O C38 O G b I� `� s89.26'14"E W. GRAND RAPIDS DR. C3g- \ N s7 58 p0' 11779 Z I 1 w I fft �c")) 58..11'0' • -- ---�--� • S75�7\�838'E • N L - - S89'26'14"E - - -1 o _ -- �- - - -110.00'- - - `� I LN89'26'14"W C1 _'' • N p3,i N75'07'S8" �oN9T oPs V z 1 38.10' �\-�� 1p>70' W • py� of �M�o� 0 0 0 '� rn 3 N75•p , "' M cc P W I0 1 J 34 1 0 23.5 23.5 I to - 758„W---I\ .S14'52'02"W I m O I � YI I 0 83 03' 47.00' W po U M CODY M. MCCAMMON, PLS 11779 �y 1 I oOOI I M IDAHO SURVEY GROUP L.L 0 0 J O 9955 W. EMERALD ST r , ----------- - - S89'26'14"E - - -� z z m N BOISE, ID 83704 V MATCH SHEET 3 , - - -110.00'- - - -� 1 I 50 0 25 50 100 SHEET 2 OF 50 - 15.40� I N N L.L �'0 38.10' SCALE IN FEET N o L9 • --------MATCH 1„ = 50' W CAL8 S03'21'48"E alley Engineering, Inc. o p 38.0°' ' SHEET 3 1- - - 20.05 CIVIL NOTE. ENGINEERING I PLANNING � CADD Z 16.87' 1 SEE SHEET 1 OF 5 FOR NOTES. SEE SHEET 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 3 OF 5 FOR LINE & CURVE TABLES EAGLE, ID 83616 www.baileyengineers.com [L Ur DATE: 01-28-2020 PROJECT: C2018-007 SHEET Q p U Q p i 1K Oct M � � 'Coo � p p/� v N � W ■- Z Q L 3 CL) Z 3 A+ Z � O N �+ T � �/ ► U Z_ LU Uj Curve Table Curve Table Curve Table Line Table Line Table GANDER CREEK �J O U 1 11 �W U) Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta Line # Direction Length Line # Direction Length Q,� W w Z_ w Of C1 553.50' 138.19' 137.83' N82'17'06"W 14"8'16" C18 300.00' 2.41' 2.41' S66'40'19"W 0'27'35" C35 73.50' 125.94' 111.09' N48'31'29"W 98'10'30" L1 NOO'00'00"E 37.16' L15 S57'05'25"W 17.83' SUBDIVISION N 0 • 2 M w Z w co C2 323.50' 40.47' 40.44' N87'37'38"E 7*10'01" C19 300.00' 127.28' 126.33' S79'03'23"W 24*18'32" C36 600.50' 72.40' 72.36' N83'04'09"W 6'54'29" L2 S60'46'17"E 19.76' L16 N13'47'44"E 21.17' L1.� < o J U) - C3 73.50' 106.00' 97.05' S40'44'50"E 82'37'56" C20 300.00' 129.69' 128.68' S78'49'35"W 24'46'07" C37 577.00' 133.26' 132.97' N82'49'15"W 13*13'59" L3 N28'07'20"E 21.48' L17 N13'47'44"E 18.31' ? Uj w V C4 50.00' 72.11' 66.02' S40'44'50"E 82'37'56" C21 323.50' 14.80' 14.80' S75'53'47"W 2'37'16" C38 577.00' 10.79' 10.79' N75'40'07"W 1'04'18" L4 N61'15'25"W 19.19' L18 N25'56'20"W 19.96' Q � w C5 26.50' 8.49' 8.45' N72'53'15"W 18'21'05" C22 323.50' 38.60' 38.58' S80'37'31"W 6*50'13" C39 577.00' 144.05' 143.68' N82'17'06"W 14*18'16" L5 S27'31'24"W 23.76' L19 N13'07'05"E 23.23' C6 26.50' 29.73' 28.20' N31'34'17"W 64'16'51" C23 323.50' 93.87' 93.54' S82'53'54"W 16'37'29" C40 76.50' 17.67' 17.63' S07'10'45"W 13"3'59" L6 S11'23'44"E 7.94' L20 N58'07'05"E 21.38' �pNAL F C7 26.50' 38.22' 34.99' S40'44'50"E 82'37'56" C24 76.50' 16.85' 16.82' N05'44'57"W 12'37'25" C41 100.00' 23.10' 23.04' N07'10'45"E 13*13'59" L7 N45'33'46"E 22.92' L21 N13'07'05"E 23.23' SSG\STE R F C8 76.50' 42.05' 41.52' S82'11'22"W 31'29'40" C25 100.00' 20.87' 20.83' S05'24'59"E 11'57'29" C42 123.50' 6.10' 6.10' N01'58'38"E 2'49'46" L8 S89'26'14"E 54.87' L22 S31'52'55"E 21.38' Q�� Q� �O �-;0 C9 100.00' 54.97' 54.28' N82'11'22"E 31'29'40" C26 123.50' 25.78' 25.73' S05'24'59"E 11'57'29" C43 123.50' 22.42' 22.39' N08'35'38"E 10'24'13" L9 S89'26'14"E 53.50' L23 N58'07'05"E 22.92' IN C10 123.50' 34.70' 34.59' N74'29'33"E 16'06'02" C27 26.50' 45.41' 40.05' S48'31'29"E 98*10'30" C44 1 123.50' 28.52' 28.46' 1 N07'10'45"E 13*13'59" L10 N44'26'14"W 22.92' L24 N13'07'05"E 32.78' C11 123.50' 33.18' 33.08' S89'45'37"E 15'23'38" C28 50.00' 85.67' 75.57' N48'31'29"W 98'10'30" C45 74.50' 16.33' 16.29' N06'50'25"E 12'33'19" L11 N45'33'46"E 20.38' L25 S13'07'05"W 32.78' p�TF OF C12 123.50' 67.89' 67.03' N82'11'22"E 31'29'40" C29 73.50' 17.98' 17.93' S89'23'44"W 14'00'56" C46 98.00' 21.47' 21.43' S06'50'25"W 12*33'19" L12 N44'26'14"W 18.38' L26 S36'57'01"E 25.25' q�ID A'BP' C13 61.50' 12.23' 12.21' N05'41'52"W 11'23'44" C30 73.50' 20.26' 20.19' N75'42'06"W 15'47'23" C47 121.50' 8.93' 8.93' S02'40'09"W 412'47" L13 S45'33'46"W 18.38' L27 S76'52'55"E 36.85' CHECKED BY: C14 76.50' 15.21' 15.19' S05'41'52"E 11'23'44" C31 73.50' 21.78' 21.70' N59'19'10"W 16'58'28" C48 121.50' 17.69' 17.68' S08'56'49"W 8'20'33" L14 N42'58'49"W 17.91' DAVID A. BAILEY P.E. DRAWN BY: C15 100.00' 19.89' 19.86' N05'41'52"W 11'23'44" C32 73.50' 23.37' 23.27' N41'43'30"W 18*12'53" C49 121.50' 26.62' 26.57' S06'50'25"W 12*33'19" KSC C16 123.50' 24.56' 24.52' N05'41'52"W 11'23'44" C33 73.50' 30.21' 30.00' N20'50'31"W 23'33'05" C50 90.00' 19.72' 19.68' N06'50'25"E 12'33'19" C17 276.50' 84.55' 84.22' N82'27'03"E 17*31'11" C34 73.50' 12.35' 12.34' N04'15'06"W 9'37'44" C51 110.00' 24.10' 24.06' S06'50'25"W 12'33'19" MATCH SHEET 2 s89.26'14"E - - I^ - M I " • �� 1 -�, --�_- __II zI LI 10 ss0IzI wI I0_ _ O_ zI III0 l z I I -_ _ �� 1 _ I ^ . I I I \ � Q0 1 5.40 m' 30 10 0 �p 8.10' 1 IiI� oMcoo MATCH T ' CH SHEET 2 z ( - ------------- o IN b L9 CL N L8 S03'2148"E - - " ' S89*25'5 S892614E - - 20.05' 47.00' � - -110.o0'- - - � O 1s.s7' Uj I 10 W 3.50' 3.50 Sr 1 10 n - o 73.56' O w3 66 N24 30,29"E L15.12' .00, S47'10 28E 0 n Z W I O r,Lj IC! 21.07 M O2 C24.30 'IJ 6.0 ' 20348 o M2 Q _ _ r - -S89'26'14"E o o _00 IN "E5 � Z 200 OYI z I� ro 620 �6 92.01' 23.5 23.5' Ilk1 00 � Lj o M � C14 0Lu NoI . o� ZI o O Z U z Z N _ JC2 C14 � c2 •o -o _ w I5 _ p o o N C234 w 05 Cs No o w L6 PN o 40 Z 26C5- 0 w N w Lq 51.17' 7 S01'12'39"W2 .00' l c17 47.00'� ZL J62.00, � \ c J 8 ON G� n cV � �/ LA L 6S82•03'48 62.00' 6 9 2 IP w 1 00 "E 522.97' 62.0- - - Ll REDWOOD 0' 5 25 o N NN50.00' 6 -r l�L Z' LLJ > 0 N _ 2.00' o1 00 N823 R 2� � N.0 4W C8 62625.29' 362.00, 59 - 8 - - - S82'03'4 " a'- M- j Oo I - • 6 � \ \ \ 11IU! P • 7 ^ W00 _ 50.00' 522.97' 62.00' N11'23'44"W_ _ 50.00' C9 60. N00'00'00"E Co ^ I - 56i Z o N _62.00' o 26.89 N I I I 50.00' W o ^ O oo o 6 001 _N I 3 I I I I _ 62.00, C1 10 / \ 16 C13 c) L) Ci� V J I voj l� O p � 7 o N 3 I I I I � I- - - C11 C -- \ Z > O 23.5 23.5 LO I I I N O o a O o N 1 3 I I I I - - - -� 17.93' \\ \ �'�,.9 o B66 • • I I o o N 3 I I 19.68' yr o o ' � I > 4.64' I I I cn o o ;n O o I I I I I \ `�'� 15 a °'_ b 63.56' _ J L _ I I I I I � - ^ 10 000' io 11 0 "' 1 3 I I i cc,'� �00'00'00"E o -t I %� , " w 45.51' - - J L I I I o O o I z I o a \ 53.95' e� • N75 07 58 W _ I I I I 12 0 �v o 14 a. d'z \ \ 16.36' 2� 19.31' N86'41'S8 • 50.00' - - _ _ J L BOCK ^ ^ �' o 13 �' ' \ »W 109.07' - - 2.00' - J 6 I I I I I ,� NpL LAND D L o N go I I I I \ �`���\o��cE N sFo sG�� O moo_- - - _ _ J L ��. Zg�O� _62=__ - - - J _ I I I I \ / _ S6N823 s J L 11779 �•oo o8Vy e,, 55733 J L 6,2O°- 20.72' � •��' �O� 9�F \OPT 6 OF LEGEND , YM MCCPM� W W -- --- SUBDIVISION BOUNDARY • SET 1/2" x 24" IRON PIN 50 0 25 50 100 CODY M. MCCAMMON, PLS 11779 - - - SECTION LINE WITH PLASTIC CAP, PLS 11779 IDAHO SURVEY GROUP - - - - - - - - EASEMENT LINE (SEE NOTE 1) FOUND ALUMINUM CAP 9955 W. EMERALD ST U SCALE IN FEET SHEET 3 OF 5 BOISE, ID 837040 EXISTING EASEMENT LINE (AS NOTED) MONUMENT 1 It = 50' STREET CENTERLINE Q• SET 5/8" x 24" IRON PIN NN WITH PLASTIC CAP, PLS 11779 L.L j LOT LINE W FOUO LOT NUMBER PLSr1117798UNLEESS5 " IONP OTHER/ WSESTIC NOT DAPS alley Engineering, Inc. o 0 FS2SS2S2S? 9 ACHD STORM DRAIN EASEMENT CIVIL ENGINEERING I PLANNING � CADD Z I� SEE NOTE 2 NOTE: Q SEE SHEET 1 OF 5 FOR NOTES EAGLE,1119 E.SID 83616TATE TREET, SUITE 210 www bailey ngineerrs.o1m 11 DATE: 01-28-2020 PROJECT: C2018-007 SHEET R _____--_ __-'-`_ \ __ / FG,Q\ _M E _ E \ 1a8- ==� O s-�_-_-=i-_=-�=_='-=-_==-=-===-==_-=_i9-=6---__=�_-==__-=-==_==_-=�_=__-_=_-_=-_=-=_---=—_=_—_-_—___=_=-__—=___—--—-=—=_---_--�_—k-—__"-__,_"_='-",—_�—___�---=--=___R-E_AR-_,-_--__=_ _-___Ac=-_-==G?y=,__== _ =__1�—EG R�"="_,"-_'"�_,"_E-_�`�"_-_'_--_R'','/1^_\ �\_ --E GJXR——-P E-I - - -I I \I-r ----I--I I- -=P�I II II _ PI® I I ® PI I -c� E' /I \3 `=� 2GR ���; ��\ R;;_____-_—___'=_�� �_�,=\�K _��9_\_- ;= -_—___do�_e—__'___�___ O2 ■_= Q OO) °UU EGR PI Z GR B- KEYNOTES G - - _ cmo =� FGR GR �== PI PROTECT EXISTING WATER MAIN & SERVICES. oVN PI - w P IEGR PROTECT EXISTING SEWER MAIN, MANHOLES, co--- ® SERVICES. ZNC� _ ® o PROTECT EXISTING PRESSURE IRRIGATION MAIN Z & SERVICES. __ EGR TMENEM =-= "_ --- / ` '� I O\\ R 6 -' __ 4 EG PROTECT EXISTING CURB GUTTER SIDEWALK ==--_=- - I I I uj _j �- - Y - - -i �� a� ® ® y `------ ,E��\ --- \ ROAD SECTION. _ w PROTECT EXISTING IRRIGATION DITCH. p� vy •.I � © W PROTECT EXISTING DITCH ACCESS ROAD. WL ww NOT USED. '� — � (o co I I I \\\ I I �i � i1 5 _ — • �' i i 0 \ \ ' i x Z wco NOT USED. W � o I _ s ��K ORa A ' Q9 NOT USED. - uj w I _ � � - r .• .•• W --- ---�,----- I , '+ I � _ I I I I I I I I I I / � I 2 �- � � N I _ �GR�� w x ® NOT USED. C.� w J - NOT USED. 0 \ I OO ® DEMOLISH EXISTING STRUCTURE & DISPOSE OF oSsA NSATLOFFSITE. C,\L ABANDON EXISTING WELL IN ACCORDANCE WITH E i RF �� - �I I I I I I I I I I I I I I I I I Os I I I I I I © II Iz�➢ I _ _ __-_-- I _ ----- I III r=_ I P I PI / IDAPA 37.03.09 WELL CONSTRUCTION 1/28/2 02�L STANDARDS RULES. CITY OF MERIDIAN PUBLIC 4Q 1 L _ _ Tyj_ _ WORKS TO VERIFY PROPER ABANDONMENT. 0PL 11 3m _ ® DEMOLISH EXISTING IRRIGATION PIPING & 9TF G Oz II I II II I II I I \II � I 18 I _ O I i � II I I II ,z 13 14A I x DISPOSE OF OFFSITE. �N SFCRp�� I I I I I I I _ _ _ - - ➢ I I I " I / DEMOLISH EXISTING FENCING & DISPOSE OF I - - _ - - m I a I 1s 0 I III ® OFFSITE. �PI ;\� PAP' - - - - I O I I CHECKED BY: L P _ \\ `\ m LI _ I- _ N COORDINATE REMOVAL OF EXISTING POWER DAVI D A. BAILEY P.E.` O0\I � POLES/OVERHEAD POWER WIDAHO POWER. DRAWN BY: PI KSC PI 2 —P�P� I w' W _ � II��� Z \\\ I I NOTE: EGR - - - - \\ WATERWAYS LOCATED WITHIN CURRENT OR r _ _ ABANDONED BUILDINGS, TEST PITS OR ® I FUTURE RIGHT-OF-WAY SHALL BE W� CREEK s 2 1 �AKOTA� - ull _ _ _ - - - - - 3 n I RE-EXCAVATED TO NATIVE SOIL AND W=�5��5 19 0 '> BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. / ® /> _ _ -I'- -I ;\ I - - I t L - - - - - Cl Im I COORDINATE ALL DEMOLITION ACTIVITIES WITH Z DEVELOPER. o �P - - P - - P - :9 I4) O D II I L - - - - - - - - � �1 Io I v �� + - - - - -- Q To 1Ir - - - - - - - - � I © v I / 9°, - X L`' Q BLOCK 3 /' P � � , \ I I I I CCKI 13 _ J I�- - - � \ Im _ ® '/ I + ' w —I _ I I BL 10 / I / / PI PI PI PI— 11 PI—PI - -I L — — — — — — —c511 � _ _ PI - - - - - - - ® I I ,2 w °vi /+, • r I I I I I I I On I I I II I I _ W. GRAND a R pg, +- / 0 I I I I :2- � � � o I -I- L - - IR F Q s��� WI WSW' ��_ - W - 5DR PI W - -- - — — — — — I co I / ' I / W I - 3 _ J C-) /y� m � I �� ,e I I n r I ,, I I I I I I I I � �\ � I � \ i o�/� // 0°•\4,/ � i � II % W < r J L _ I I BL O P -� \ I I I „ \ / / / / / / / cn _n (� / / I -- PI _ _ I / \\\\\\\ 0 Zz —PI — P� JI I I I \ \\ Iv v >lr- ® BLOCK PI - - O �- \ / I \ i Ld W. -RED I I II A \\ / / \ R= 1 'EG EGR 14 W ----------- ------------------_--_--- -'-_---_ _ BOCK 6 _ ----- -�"�s --- / s`'��wit to, 5t ,-__- 0 010 - - - , ,_ �,,,; ,; DATE: ---- __-_- zs�_ ® 28 2020 _= ___ ____ PROJECT: _ ___ _ _____- _ -- = __ - - SHEET // —YEGR EGA-- \?� „ EGR = _--_--_�-�- _'"��_ --- -_--- ------ -------------- ;_ _?p�FGR SCALE IN FEET EGR \ 7== � ,,� 1 =60 --- -- _--_- 311 - -TC TOB TOB _ 31 � 0 C8 TOB __� OI}—--------- ---— � � PI PI�PI PI � Ln CREEK P' \ � �N "T°B PI F -TOB IVE MILE T cK ` U�— — — _ T°B O PI �A — _ -- _ - - ` SS EXISTING SEWER LINE ■� Z row- - I_PI CrJ ii � --- L ® ® ® �a. o r ` n \r:e�; \ \ _ ` W EXISTING WATER LINE P roa Z Z �B _ sa SD NEW STORM DRAIN pi pt ® O o O pili 1 1 1 1 B��CK, '- - W NEW WATER LINE _ 5 y�^ 0.. ® P, �Z / O / / / / 1= NEW SEWER LINE �/ — o OCK � _ II I�� D l ® l l l 1 I = C� N �PI B� is / / / / a / / / / / PI NEW PRESSURE IRRIGATION LINE Z uw W/SERVICE W '° ,a ° W• w LA �- w _ - w W— L , ` Jl / l / l / 07 / / a / i IRR NEW GRAVITY IRRIGATION LINE WLLJ F- BOUNDARY LINE s w L / - - - - ■� Z w w - � � O7 -� `� � J/ / / / / - - ROADWAY CENTER LINE a w zo I.- co J - l ROADWAY RIGHT-OF-WAY W o T w t4 - -� \ - r LOT LINE w I ' _ w wrw—� �� £ - O 7\ I r `I w - � �-SST �I \ i- ` SANITARY SEWER MANHOLE w CREEK EXISTING SANITARY SEWER MANHOLE �S�pNAL FNc a / + \\ is z B��CK / I ' O ,- • ! ` ` - 1 ------- 4" SEWER SERVICE LINE �oc`� _ r I I� ov2si2o2o � �£ PI TYPICAL SINGLE WATER SERVICE7882 © BLOCK O \➢ 20 N TYPICAL DOUBLE WATER SERVICE 9TF pFG 3 Z O m I / � L - - - - - - J - �� �£ I I ,s l I 13 / / • l / / PROPOSED FIRE HYDRANT �'�N S. CAP N\n - .• � Ircr1 I / � BLOCK 3 PI— I—P1 \� PI—PI—PI II / - - - - - - I ' - O LOT NUMBER CHECKED BY: •... - I II I I � �/ - - - - - - � � � � DAVID A. BAILEY P.E. � • DRAWN BY: L _ / 17 s _ I - , ® CATCH BASIN KSC — — — — — — a w PI—PI „ • C EEK D�R.�M - I��� "\; . Q I i - - O �zj - - - - - - - � 1 STREET LIGHT 18 wAKOT��-51�--5 • j� ,a a L_ _•13 r — — — — — — — _ p I 3 ` w w Ww OTEK sI ups :_ . :, . . . .. .. . r - - - - - - - - - - L _ - - - - - - � 1 1 • ,' _ - S-� ,. r - - - - - � • I i I I r,.l O 1 • II - I— II ` I i - - - - - - @1 0 - - - - - - � _ • Ix L - - - - - - - J Z I r 1 r L - - - - - - 31 - \rn 1 L - - - - - - - J • - - - - - - i0 L - - - - - - L L - - - - - - -J I r z � ° © �'— w a 1 m r - - - - - - - � - - _ •• BLOCK ,3 : h _ - - - - - - - - - - - - - - - - - 1 (n '• PI BLOCY\ I 4) A I FI� .1 ® I I I 10 L_ I_ ! as W O • ' PI PI I� -I L — — — — — — — J 8 L J L pil Pi Pi F PI PI—PI PI PI C _ I — L — PI — " �I L — — — Z N PI � It / Q I 1F - - - - - - - ---- - - - - - - - J 1 t4 II 4 z ml - Wr G AND �, / � � i +�� — _ 1 °0J W F - r - - - - - - - � 7 I O •• w �s��—W WI w 5' s-=5 5 — -s���AND R p W --- II l col ) °° W - -- - - - - - - - I l •:: ._. . ... .. JAI-s � 1 r � • I I FN s I I I L _ J m I • ° 1a 17 I I • f - - °0 ° to - - - W D Or t4 - - - - ? f G f� iJ V) ,z 5 O 10 I F- - N o0 I i I e c�zl I I I r- - - - - - - - - - � • �• 'e I I �'- l I I '- _ _ __ Iv m I I te r _ L PI � °o I l I ��, a 20 I I I I I I - - � _ Pi � � Toe ep1 Y ro - . 1 • �° .• . _ T � I I mo W . m _ J I +� + Lij 1 fRE pW 0� . ° e--,,- L - - JI 1' 1 _ L 11 f _ • L . � n _ 1 1��f 1 r —` — T — —1 L i • 0 - .a U . 4 3 1 I I I I I I Ir 1 r _ - ' 1 f •��; _ ` 1 - • v`, °e W � q 1 1 I I I I O I 7 I I I I I I I -� ,- - � _ . l a -- ,�✓ '\ \ \ ,e I , 1 0 41 ZZ - I I I I „ I I \ \ \ \ I TOe Q II II II-- �roa �- � '-6- \, of roB roa L I I "_� � � Toe DATE: _ J L I I I I B�oO � /' ° 01-28-2020 roe — —TC �\ __ J L — — I I e Toa roe --�_ _ I 00 �°g Toa PROJECT: roe TOES C2018-007 _____TGB.___________— j T°E 60 0 30 60 12o SHEET roe ———— C B---------- "SOB Toe rOB TOB TOB r°B --T°B U SCALE IN FEET r°B--- ------------- oB I TOE roB 1" 60' 3s2 pM 1 Q � �EGR� EGR�EGR EGR G -�`_� ----___'__'___'-_- __�` _ _`- ___ _ --__ _ _ _ \ o ` _-_- _-`` ��__ - _-_ _ - R \ -EGR------------------------------------ F ' '-_ ` �__� __-�- -__-__ - �EGR - --` EG ^- ;�iF.T --_- - -__-_ '�`--!_ \` �` �,B\\�f�R\\EG \` LEGEND a C �G\---- - - vi viT ci - vi vi ci�ai _ - EGR O EGR 1� !-'G��TO \_�� - �� \\ --- • EGR EG EGR, --,E - - PROPERTY LINE - N ' P �\ `\; TGB\`E J a> SPOT ELEVATION = co w - - _EGR _ ' BUILDING SETBACKS co •10.0 TBC TOP BACK OF CURB '� Z ~ LOT SCALE (0.5% MIN) G� 2570.2 EG EXISTING GRADE AT LOT Z CURB AND GUTTER MIN TOP OF STEM WALL = -- \\- 2572.0 MIN I aa,;_ __-___--- �� "` -,f�R �GR _- - ___-- MAX TOP OF STEM WALL ■� a EGR l'J 2700 - EXISTING CONTOURS 2570.5 DG X LOT PAD DESIGN ELEVATION N -- __- ��EGR 2700-- FINISHED GRADE CONTOURS I - - DIRECTION OF SHEET FLOW Z I lEDGE OF PAVEMENT © ��oR OA LOT TYPE W QD w� l l `` ` - \EGR 1 _ -_ __ Zw �\ '�,� EGR - ■� �cc z � � w M I _ ----- L--- ___ I N o /� / 2522.3 MIN O / / \-�`�� \` ``\`_ -_EGR_-________ EGR�� W � co 2523.2 MAX / EG J - / u.i w ---- /, 2520.7 DG 2522.E MIN O 6 , __- NOTE: CON TRACTOR SH ALL DELIVER '- � �/1 2519.7 EG 0 2523.4 MAX O 2521.1 .DG 2522.8 MIN O / --'----- -_ __-- V w . 2519.9 EG. 2523.E MAX , -- --- DEPICTED GRADING PLAN TO DEVELOPER . 2521.3 DG 2523.0 MIN 2520.0 EG 2523.9 MAX (A O8 / 2521.5 DG 2523.3 MIN ANAL � 2520.1 EG L 2524.2 MAX ASS\ 20.4 / 2521.8 DG / G\S T F,Q� • ,�� o ,_ II,,��'' 'BC 252 �` 2520.2 EG Q --_----I ----- _ N -`;�L T . -- 20.E / �01/28/2020� �-1TkA TBC -_� / �R �� "a2o.8 N118 82 CDR '� o TBC , 0 , 9T to ` 21.1 F ut _.TBC ° ° �FV \� /N S. CRP II I I I 5 4 l ! i - CHECKED BY: 2522.2 MIN 21.0 +� DAVID A. BAILEY P.E. 25211.7.1 DG 252 MAX TBC�� 1 - 27 \ NOTES: BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS DRAWN BY: 251 3 EG t "� I /` I APPROVED WITH THE GANDER CREEK SUBDIVISION DEVELOPMENT. KSC ; / � ° vv 21.3 �21.' i - 21.5 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A TBC / TBC TBC o 6" DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST TOP BACK OF 2522.E MIN O A /' I +I CURB FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE (WHICHEVER IS 2524.1 MAX 0 1 GREATER). MIN TOP OF STEM WALL IS BASED ON IRC, SECTION R401.3. / l / I - •2521.5 DG 2519.7 EG I a l I -,,-� � TBC - -J � 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. P -- I T1 1 , - r 1 j `" Po N I - I / 19 I ��- ,_ I I 2524.3 MA A 2520.4 EG 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE 125 II I 2520 , J 0 } I , STRUCTURE. 2521.7 DG3 1 I O O 5. THE BUILDING CONTRACTOR SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS IN I 21.3 1 2519.7 EG i 00 1 2522.7 MIN / THE GEOTECHNICAL ENGINEERING REPORT BY SITE CONSULTING, LLC DATED MARCH Z I I I I TBC T - i T 1 2524.2 MAX 7, 2019. 0 II I I A 12O 13 O 2522.9 MIN `1 TBC 21.5 21'2 ' I 2521.E DG / 6. EACH BUILDER SHALL CONTINUE BACKYARD SWALE. n I I 2524.4 MAX 1 - _ TBC I I I >> O 2521.5 MIN 12521.6 MIN 2521.8 DG 11 2523.0 MIN A 1 I I N O10 I 2521.3 MIN 2523.0 MAX 2523.1 MAX 15 2519.0 EG I 1 2524.5 MA O 1 ', 1 / 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF o I 2522.8 MAX 2520.4 DG 2520.5 DG ;I O I 1 2521.9 DG 4 I I LL`__ / MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON 1 2518.5 EG 2518.7 EG I 1 2519.7 EG I �111 I 21.2 / REVIEW OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. 2520.2 DG _ ' T I - -J , TBC W II I 2518.4 EG J 21.E 21.7 a / 21.1 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR V) o II I II 1 J _ TBC TBC - _ TBC t COMPACTION: j O2523.1 MIN I I 2523.2 MIN A 2522.5 MIN �� z 2524.6 MAX 4 00 2524.7 MAX O 20.3 / 17 2522.0 DG 1 1 2522.1 DG O 1 I2524.0 2521.4 DGX AA `1 TBC�20.4 2519.0 EG 1 1 2519.7 EG I N I 20.0 r TBC,- � - f - I i 19.8° ° „ TBC _--C TBC ��� J 11.8 21.9 - 209 i GRADING NOTES AND VOLUMES: (�I TBC���� 520--- _ +1�- I \ _ TBC TBC - TBC - 2520.1 EG ®~ Z \I 1 I - 20.9 '--- I STRIP VOLUME 4" = t7,127 cy CUT �w L� -- - � �. \ 20.3 A I I 2523.3 MIN A 1 1 ROAD EXCAVATION TO SUBGRADE CT A W CCEE - 20.2"- TBC \ O 18 I 2524.8 MA O I TBC - I 6 F- - CUT TO SUBGRADE= t2,534 c I�� � �� �=- \ 0 � 1 2522.2 DG� I � 2522.2 MIN y Y=_ �s _-_-- TBC a \ I 'L A I I FILL TO SUBGRADE = t1,084 c _ - i \ 2519.1 EG I 1 2519.E EG I 2521.7 MAX O y O 1 19.8 ° a �� J 1 1 - J I D �521.1 DG O3 NET = t1,450 cy CUT TBC -----� 1.8 21.9 20.8 �C) 252,0.0 EG TBC - TBC TBC - TBC (-� 1 1 I NET EXCAVATE UTILITIES, SD LENSES = t2,067 cy CUT W 2523.1 MIN 1 - ' --� 1 20'2 00 I O 2524.E MAX I 2523.2 MIN 20.8 - -- CUT/FILL TO FINAL GRADE ON LOTS FROM I1 2522.3 MIN TBC 2524.7 MAX 1 TBC O 2523.2 MAX 1 I 19 2522.0 DG I 1 2522.1 DG O I - I STRIPPED SURFACE Z a 1 40 I 1 2519.1 EG 1 1 2519.6 EG I I 2522.1 MIN\\ CUT TO FG = t1,144 cy 2520.8 DG 2523.6 MAX\ OA i O 2518.6 EG 1 N 20.1 L- -J 21 g 1 I J I fi� 1 2521.0 DG 4' FILL TO FG = t25,462 cy - O I I N TBC - TBC TBC - TBC ' 2519.9 EGQ\\ I NET - t24,318 cy FILL 2522.9 MIN `�I -I I - m 1 I O r I �► 2523.1 MIN 0 1 I I L- --- 1 NET IMPORT = ±13,674 cy FILL -------------- -� a 2524.4 MAX I 10 2524.6 MAX A I a 20.E 1 --- 20.0 20 2521.8 DG QI I 1 2522.0 DG O I . ' TBC - --_, r ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE 2519.1 EG nl 1 2519.5 EG I D 2521.9 MIN -------- I 2522.5 MIN I I - _ _ I 2523.4 MAX r I 1 MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. I O 2522.8 MAX I 20.0 21.5 21.6 J 20.5�' 2520.8 DGO \ Q 0 O2 _ I 2521.0 DG 1 TBC - _ TBC TBC - _ TBC I 2519.9 EG (� I //y�y�� I 1 39 1 I O 2522.8 MIN 1 I I 2522.9 MIN 1 L- ' W J I 2518.6 EG 1 2524.3 MAX -AI 1 2524.4 MAX O I 20.5 -- J 1 ,m 1 21 2521.7 DG I t 1 2521.8 DG O I TBC J _ ______________ �--- J I 2519.1 EG I � I 2519.4 EG I V J - I'Mp r 2521.8 MIN19.819.8 - - I I - I 2523.3 MA ATBC21.3 21.5 20.3 2520.7 DIG I--------------� I r- 2522.7 MIN � ° � TBC _ TBC TBC - TBC I , I 1 r 2519.9 EG O OA 2523.0 MAX 0 2522.E MIN I 2522.8 MIN 3 38 2521.1 DG 1 'r� 1 A 2524.1 MAX I I 2524.3 MAX O I `20.3 � , --� � 2 2518.6 EG 1 1 22 2521.5 DG I I 2521.7 DG 10 I TBC _ _ _ W I I I I 2519.1 EG I I 2519.3 EG a �9.4 19.4�, 1 1 2521.6 MIN 1 --------------� --- TBC TBC --_2521 21.2 21.3 - 2523.1 MAX O -�SZO- -- NtC TBC - d TBC I I I �� 20.2 I 2522.8 MIN 2519 2520.5 DG ,'/ I ,n - 2519.8 EC 1 ��� O OA i _ 2518 NI I 2522.6 MIN A I I 1 2523.2 MAX //� O I 37 2521.3 DG I I 2524.1 MAX OO I L- - -J V / 2518.6 EG i 2521.5 DG 11 +f 00 20.1 I I f 23 1 2519.3 EG I - O TBC - • --- �� o ------ I _ N I_ 2521. MIN TBC- 20.0' ry� 2522,'9 MA 8�O ° - =----- - -- -- 12 TBC 252Q.3 DG ' 19.8 251:9.8 EG W --------------- r--- TBC 1 19 .8 - s I 2522.7 MIN I00 1 2523.0 MAX •- O �. i / TBC 1 1, �_• 9 � O I O 2521.2 DG _tih _ W. G�AN D RARE#q�- •-- Q s 35 2518.5 EG �" - o f I I o - ---�!Zg2 `� 18 --- N f ----- o _ 5, 1 � o ,_ 29 --------- L- 20 ' - I Li a• 2522.8 MIN I ft _ O I O 2523.1 MAX I i N t"N I , w / /,' Z s 1 I 2521.3 DG C4 � , I Ga N r 1 ���� co /, 1 34 2518.6 EG I I i 0 1 if X � 00 sl I I 1 1lill I CID O 1 / I / DATE: MATCH SHEET 3. 4 ' 1 ;--- . 2522.5 MIN s�o MATCH SHEET 3. 4 M�AT C SHEET 3. 4 ; 01-28-2020 s I 2523.4 MAX �S v PROJECT: c2o18-o2521.0 DG ---SJ SHEET 1 1 2518.8 EG 1 i ; - II 2521- 1+I o / , / SCALE IN FEET 1'=40' • SITE GRADING V o REAR LOT LINE THIS IS NOT A STRUCTURAL TOP OF FILL = 00 DETAIL AND IS SHOWN FOR MIN OR MAX 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. Oct IT c GRADING PURPOSES ONLY. TOP OF WALL FILL SLOPE .. / ` O '11 REAR LOT LINE 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND "' SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A ■� Z SLOPE VARIES 6" MIN TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. L 8" RECOMMENDED 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE Z GEOTECHNICAL ENGINEERING REPORT PREPARED BY SITE CONSULTING, LLC DATED MARCH 7, 2019. z _ 1% MIN_ 2:1 MAX NATURAL SLOPE M_ I BOTTOM OF FOOTING MIN 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED i� %w a o OR MAX ELEVATION CAN 24 OR STOCKPILED FOR USE IN FINE GRADING. FILL SOILS - ON SITE = Z w Z �' Z I ' 5% MIN. \ BE CALCULATED BY TOP MATERIAL AS APPROVED W U-) I OF WALL SUBTRACT 30 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE Of BY GEOTECHNICAL ENGINEER I 0 0 NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, STOCKPILES OF SUITABLE MATERIAL SHALL BE p :;lwt W Z I Z SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE y3 w MID POINT CONTAMINATED SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF in Z w TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL SHALL BE �5 ■E OF LOT 8" PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. Q Q Z w co r- --I 1 LJ o 1 REMOVE UNSUITABLE � "' 00 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING 0 z MATERIAL W ~ 0 OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER, AND `� IZ z TYPICAL FOOTING SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. O BENCH HEIGHTS SHALL ui J - m NOT EXCEED 5 FEET rn a 1� I ELEVATION DETAIL 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL w I NOT TO SCALE AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL REPORT. STRUCTURAL FILL MUST BE USED WHERE �H/5 OR 2' MIN FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL STRUCTURAL FILL PLACEMENT 'y REPORT. KEY MUST BE PROVIDED PER IBC I I I J107.3AIFF FILL HEIGHT EXCEEDS 5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 �C)S\ANAL FNc/ P L 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY NOT TO SCALE `� G�sTER / AND GEOTECHNICAL REPORT AND COMPACTION SHALL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL O F SIDEWALK SIDEWALK REPRESENTATIVE AND/OR THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS Q� 01/28/2020 - Z 10' OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. 178840 CURB & STREET CURB & J STREET 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS V GUTTER GUTTER N 2 I 6 I 2 DETERMINED BY ASTM D 1557 FOR BUILDING LOTS OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY y� TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING F OF TYPE 'A' LOT TYP E 'B' LOT 9" STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY LEGEND N 0 TE: CONTRACTOR � N s �' D RAI NAG E DETAIL - AREAS. - - PROPERTY LINE DRAINAGE DETAIL 1 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES SPOT ELEVATION SHALL D E L I V E R NOT TO SCALE NOT TO SCALE - �` APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 BUILDING SETBACKS '10.0 TBC TOP BACK OF CURB CHECKED BY: FOOT HORIZONTAL. DEPICTED GRADING DAVID A. BAILEY P.E. LOT SWALE (0.5% MIN) 2570.2 EG EXISTING GRADE AT LOT DRAWN BY: 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. 2572.0 MIN MIN TOP OF STEM WALL PLAN TO KSC BACKYARD SWALE CURB AND GUTTER MAX TOP OF STEM WALL 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE 2573.1 MAX DEVELOPER . TYPICAL SECTION WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. FIGURE J107.3 AND AS DIRECTED _ - - - - �700 EXISTING CONTOURS 2570.5 DG LOT PAD DESIGN ELEVATION NOT TO SCALE BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. 2700 FINISHED GRADE CONTOURS - DIRECTION OF SHEET FLOW 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN OA OR© LOT TYPE HORIZONTAL SLOPE ALIGNMENT TO FACILITATE REVEGETATION AND PROVIDE AN ASTHETICALLY ACCEPTABLE EDGE OF PAVEMENT APPEARANCE. 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. MATCH SHEET 3.3 MATCH SHEET 3. 3 ZLD �s -� i "�. a� 203 i --- _ TBC �` I o 2522.5 MIN , mi 2523.4 MAX � � O w I ,8 a' I 2521.0 DG I 9 L_---J N a 1 33 - o 2518.8 EG I `� ii" W o 18 I I 17 I j I I I I I I I �+I � z �-- 9 20.6 V / F -� TBC IZ --- L_ I I I I I I I I I I I I \ V I 2522.2 MIN _4_ _ __ I I I I I I I I 13 I I zx -J _ I I I I I \ \ I 2523.4 MAX I G� a�c� I • -� L I I BL D I I I I I I I I I I \ \ 2520.8 DG I r o w e --__J L C� I 5 I I I I ' 12 I \ \ I I ��Lqq i O I I I I 10 32 O (� c�i ` r -- �I I I I I I I I \ \ I NNN I P'�P, L_ I I I I 11 \ 2518.7 EG r ���� --�� I I I I I I A V I I _ � Q) NNNN c j I Ir 25 --� � `��� - J L-- I I I I \\ \ -1 � 1 (� cp I _ - "�P� _ I I I I \ \ I 0 C71Z� I -- I \ -� x I I 251$ I -' r-__-_- 25?0 -_��-P, - P��P -- I --- I \\ \ ��� 25�9-' TBC 20. 00 O i _ _ A op m 10 2518.3 MIN D r� ° 2519.8 MAX � lm ° I 2517.2 DG 2518.E MIN 23 B N r-_-- M I� f 2516.2 EG 2520.1 MAX 0 { 2517.5 DG 2518.9 MIN 1 24 © I I r- _�-_ A_ ° - - 2S' { 2516.4 EG 2520.4 MAX 1 0 I 1. 20.2 I 2519.1 MIN I \ \\ A • 25 B I I B TBC • _ 0 0 I 2516.8 DG 2520.E MAXI • `� o _ + I _J 2516.5 EG / 2518.8 EG N 2519.4 MIN 26 B I \ 30 ml o ' I 0 0 1\\I 1 2519.E MIN 27 \ \ g_ / � m I I I 2520.9 MAX B 2520.8 MIN o„ I I 16.6 ----_ I I f 2517.1 EG 2521.1 MAX O O 2522.3 MAX \\ ,\�,�� - _ 0 v _ "� •�' �- W ° _ 2517.5 EG 2518.7 D -� N 28 I � � TBC _�- MAX 29 © 2519.7 DG om TBC-___ ° L I � I � 2518.5 DG 2519.8 � 2520.1 MIN 2519.5 EG __ I 2521.6 MAX 2520.6 MIN -+w 2517.8 E(� o ° 2519.0 DG 2522.1 MAX • • - 2518.2 EG 17.E°a -� 2519.5 DG •� � ^� TBC ° I , e - �• RE •� °° L--_ 2518.7 EG 19.5 W `! 0 _ I I 16.8 2-.�• -+�o - Q - �CEK�,�B= ° ° 17.8 ° -----�I -- \ ��� °° ° TBC �r/ �p N ` a TBC S �•� • L ��� TBC- ---_ I I \ �- TBC 4D } II co co 17.u>> -• 1 •- '-- � TBC � 17.2 �• --- a TBC-- __- I I 00//' /� r �� r .° -ice 18.3° -_J N '- TBC- \ / '/�i Clq _ L �� 19.E _ � 17.5_ �cs� •�� TBC N _ TBC/ J ° '� �u) 1 ° II �rnl I I __ TBC ° 17.7 �. ? - o �.� -- / // _ n n I • $ �. F f� �• TBC •�`A, 19.0.° 1 �I TBC - 10.0 17.9- -- 18 -��_ - o-��• TBC . Vv/ k TI �N I i I 2518.3 MIN I I I ---- TB V / // 2519.8 MAX 1 2518.5 MIN j _ -TBC 18.1 •� �o 2520.0 MAX _ +I __ �°° // �,AN I 2517.2 DG / TBC I 3 2516.1 EG / 2517.4 DG 2518.8 MIN I I ---� _ 18.4_ • �� _o _i' -19.2 `� �/ \ 252226.QG I I / 2520.3 MAX 1 r ____ TBC - 18.6 �•� -� TBC 25 p 0 G 1 17 1 --- � � OO 2516.2 EG 2519.0 MIN s I - _ I _ •_ \ A 2517.7 DG 2520.5 MAX I p r _J / - O O 2516.4 EG {" MAX -- r__- TBC TBC 251°9 W 2519.2 MIN I __- - ° -- ,i I �A g 2516.1 EG 25128.1 DG X 2519.4 MIN --__ I I 18.8 TBC M\N� -- N OMAX -- ,I T 2517.9_DG �' 2520.9 � _ 19.0 '� � 0 MP � � � 2517.0 EG 2519.7 I O O 2518.3 DG 2521.2 MAX I -1 r I I OA O 2517.4 EG 2518.E DG 2519.9 MI i I -----� � 251g• tq - 2521.4 MAX -- - -----' ( 1 I OA 2517.8 EG 2520.1 MIN _ - v N 9 2518.8 DG 2521.6 MAX 2520.5 MIN ------ L I I OA 10 2517.9 EG 2519.2 DG 2520.3 MIN 2522.0 MAX _____________ e --- --1 - '---- - -- _-_- _--_ - J '' -___ L I j ----_ -- -- I OA EG ; ' --___------_-- _-_ � I I 2518 1 2521 8 MAX 2519.4 DG � � - ° -- ---- __ _ "� J I I I 11 2519 2 DG 2518.8 EGMMMj - - L _ i A 12 2518.3 EG EG ---- 00 �_-� �q - - A y�e O 13 ,2 / J ' - Ld --------- ,, - ---- - - - _ /" ' '/ TO _ __ ___T08- - _ _ __ _ L T _ _ _ Tog_____-_ __ - \\ _ _ _ _ _ _ I _-__-_--_-_ _ _ - - L __ I I I I \ 6 --- ------ --- -- --------------- - , I I '------------------ -= --- _-_-----_---___-_ __ __= -- - -- ------ -- - --- - ----------- - - --------- --- --- --- --- - _ _ _ / , -- --TOB i i B\ i n�- IL �� ---------- ----- -- - -- - --------- -- -- - -- -- - - i i 1436 ------------- ------ _ T- - - --------- ----- ---------- --=-- - - ---- ------------- ------- - - -- -- - ----------- ---------- --------- - - --------- ------- M - cF _-_ ------ ------------- ----------- - -- --- - - - - - - D - ros /1/ �' ---- --- --- - - ---- - --- -- - - D -- --- --- -- - - - --- ---- - -------- - - - - - - R --- --- - - - , ---------- - - --- --- -- -- --- -- -- --- - A T �V ', - -- ----- -- - � 020 TOB --------- ----------- - -- -------- --------- TOa - - -- --- -------- - -- - - - - ---- - - - ------- -__--_---_- ---------- - - PROJECT: -- ---- --- --------------- ------------- ---------------------------- ---- ------ ----- --- --- --- --- ----- ,oB =%Toe SHEET -- -- -- -- ----___ -- - - - - - - - -- -- ---- --- -- -- - ---- ---- - - - ------------------- ---__--_-- ---- ---- --- ----- ---------- ----- --- - - ---- --- -- _ - -- ------------ -- ----------- --- ----- �_________________________________ __________________ _________- - ---- --------- ------ ----- -------- oe -----___-_- -- ---- - - - - - ------ ---- --- , ------- ------------ ----_--- __ _ _ __ _ _ _ _ SCALE IN FEET -- - - - - -- ---- - - - ----- --- - -- _ 1 99=409 ■ C>t Q M 1 o � KEYNOTES = Q °° (DMATCH EXIST. CURB, GUTTER, & SIDEWALK N r FIELD VERIFY PRIOR TO CONSTRUCTION J 0)PLATEAU O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% ■= Z F co REEK DR TO 4% CROSS SLOPE (PER. ACHD SD-806, am SD-301, & SD-303) Z Z 03 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. = g D ® INSTALL TYPE II SIDEWALK BARRICADE PER ACHD a a n SD-1132A W/ THICKENED EDGE ALUMINUM WITH N= (g STRIPED DECALS W/ KICK PLATE. NOTE: WHERE Z INDEX MAP z SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE W �� n M SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) W w 1 =250 m O INSTALL TYPE III TERMINUS BARRICADE Z & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" '� (� U) co w. GRAND RAPIDS DR. SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM cc Z W v WITH STRIPED DECALS W o J cn - 6 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED ui J ALLEY CURB. SEE DETAIL SHEET 4.9. _ w CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD EGR _ SD-712G. g3 \EGR EGR ` X_ NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES Ec _ W. REDWOOD CRE SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR S�pNAL FN R ECR \X\ EK DR. SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM S THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS �O ��t, RHO F� E �R�\k SHALL NOT EXCEED 5.00%. Q G�STF 01/28/2020 ' R .17882 �\ NOTE: ALL PEDESTRIAN RAMPS MUST HAVE TACTILE O \EGR D-712. 'GR/ WARNING SURFACE PER ACHD S EGR� ®GR NOT USED. TF OF� E NOT USED. N S, CRP 2+00.00 / EGR 0 2520.11 TRC O / MATCH EXISTING / / CHECKED BY: 2+09.95 GC / DAVID A. BAILEY P.E. 2520.24 TRC 2+34.01 GC DRAWN BY: / KSC 2520.33 TRC O / _ a / 2+50.00 / LOT LINE O / s _ W� 2+84.01 GC 3+00.00 S\ GANDER CREEK 2520.58 TRC 2520.65 TRC / SOUTH SUBDIVISION / 1 3+63.01 GC / o r 3+50.00 2520.90 TRC oa NO. 1 [EXISTING] - N 2 ��r` _ ° ° a 2520.85 TRC / a PLq T �� s - \ a r ° ° 4+00.00 /• s� p� U `r`� 2521.05 TRC / 4+36.01 GC s 3\ REEK r` a ° a 2521.26 TRC / o ° s \ DR r� 4+62.00 F 2+00.00 a / a o.so� s /` 2521.37 TRC U 2520.17 TRC 0.50� \ `r ^a a <n MATCH EXISTING _a0. 2+09.95 GC / c�0 iw 2520.21 TRC 6 �� 6 ° 00 ` ° W Q 2+34.01 GC / 6s 2+84.01 GC a °/ a s 3 _ r \ ° 4 N o 2520.33 TRC / 2+49.01 0. 2520.58 TRC / \ ^ 4+97.78 > / 2520.66 TRC '"� 1 0•so2��+ M +� ' END 1 CONST. Z 0.sow 5 o � 4+97.78 ^q FIL o + 2521.48 TRC / / � 2+69.01 �y `� / 16 SHT�EY 2520.77 TRC 3+63.01 GC ' 6 / ° ° a END CONST. W /� O 4.2 FUTURE PHASE ` V / 2520.90 TRC 4+36.01 GC 4 GANDER CREEK j/ O 3+83.01 / 6 �� 2521.26 TRC � � SUBDIVISION / 2521.23 TRC - o. / z • s W 0 4+16.01 / E SSL 2521.30 TRC W SEE N CRE 0 EET 4E3 / Z 0 T / - I W 30 0 15 30 60 > 0 ° SCALE IN FEET J m 1"=30' D W z W > 252 2529 = Q �- W J y 0 252 Whj UU 2526 `� W C0 M Z I� 0 (ZLO co 0)04H Z LoN� O�Z �� OO Z •Na 0)N Q M0U +�Z HO� �MZ .0 �N �N = �U ♦N U +N ENO U NO� pN2 MC42 +10r +NU NW M U > W 252 WOE +NU NN NN J N W .�0 Q J QWQ HJZ 2523 W N W > •• Q Jam' NWC� L.L V _ >LLJQ Q> H 9 a H J FINAL GRADE T W(D N W C� U Q J W J ~ � N W N (� N W 0ROAD � 0.40% M(nW (nWC' 0.40% 0. 0% 0.50% 0.5 00� 0.40% 0.50% - -- - - - --- ---- - - - - 252 __ __ __ __ _ --- - -- - ----- - - 2520 Q EXISTING GRADE L.L J W AT ROAD Q ° Z 2517 2517 0 Q ly Plans Are Accepted For Public Street Construction DATE: 251 2514 01-28-2020 By stamping and signing the improvement plans, the Registered PROJECT' PLATEAU C R E K PROFILE Engineer ensures the District that the plans conform to all District C2018-007 policies and standards. Variances or waivers must be specifical- H 0 R. =3 0' ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the VER. 1 =3 25 Registered Engineer of these responsibilities. 2511 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 11 BY DATE: COUNTY HIGHWAY DISTRICT DATE: , Q O U KEYNOTES = 00co Ln _ Q 0 10 PROVIDE 5' TRANSITION FROM ROLLED CURB TO RIBBON N CURB. SEE ALLEY SECTION, SHEET 4.9. tj CREEK DR. L � Z Z MENEM z = a U o D C N W Ztz W z INDEX MAP m � >250 N W w D Z W �n < �_ m 5 � co occ D Lu RAND IDS DR. W Q 00 < H p J cn - Uj W ALLEY ? Q V � w W REDWOOD CREEK DR. �S\ONAL F N �G\STFR F � Q� 01/28/20020 N�182 V �TF OF F�/N S. CRP\ CHECKED BY: DAVID A. BAILEY P.E. Ov DRAWN BY: KSC P `V O SETEA SH CREEK EET 4 1 •/ 2+16.50 6+53.61 PC Q 2520.96 TRC 6+68.59 1 O 2520.58 TRC 3 2520.7 TRC • N � N o 2+31.50 PC/GC O O O O O O O O 6.45 O RAP GRAND O M, 00 2520.77 TRC 2+72.49 GC 4+1794 TBRC 2520.91 TBRC SEE SHEET .4 z 2+36.50 2521.15 TBRC o 4+32.00 HP F 2520.68 TBRC 2522.02 TBRC 4+93.95 6+35.76 GC ° � ` 2+94.40 GC 2521.77 TBRC 2521.20 TBRC p 11' V 1 p 2+43.97 5+69.95 a l /+ o'/ a ' 2520.91 TBRC 2521.24 TBRC 4+55.95 5+31.95 2521.46 TBRC 6+07.95 �' a i I ° 1 w o,( a 2+48.50 GC o 2+97.37 2521.92 TBRC 2521.62 TBRC / I 2521.05 TBRC 2521.26 TBRC 2521.515 TBRC 25219 2 TBRC 2521.31 TBRC 4 4 I Q o O �I 1 W 1.8pq BLOCK 0 L 0 23 3.1'. n� N ^- n- l o • W O 1.38% Z a � p0 0O A L L Lip�1 O 2. % IIII�•1.80 21 2+48.50 GC. 1 `° 25 .1 I 1�Tc `o 0. 2520.90 TRC o 2+94.40 GC � ° 1 ��� / 0 2521.09 TRC _ _ • 2+31.50 PC 3+32.41 3+79.71 4+55.71 • 1 0 2520.66 TRC 2521.30 TRC 2521.57 TRC 2521.77 TRC BLOCK 4 25216 607.71 TRC �I LL 2+72.49 GC I b l z 00 2+16.50 2520.99 TRC 4+32.00 HP 4+93.71 5+69.71 I I Z 2+/ 31 TRC 2521 2521.86 TRC 2521.62 TRC . „ 1 2520.33 TRC 6+35.76 GC 3 31. 2521.05 TRC 25 V4+17.71 2521.46 TRC I I I ` 2521.78 TRC 6+52.71 PC Z 3 �\ 2520.81 TRC I I 66 �� � 00 O O � N I M O GANDER CREEK �` O O O O O O I N SOUTH SUBDIVISION L.L 6+67.71 I GRAND RAPIDS y � N0. 1 [EXISTING] _ 3 2520.47 TRC SEE SHEET 4.4 a \ a4 I a _ 0 / 30 0 15 30 60 0 i m SCALE IN FEET W 1 z"=30' V) 252 2529 = Q I- w .j IL 252 N O 2526 V) Y W C 10 W 01* N H O W OILO H0 00 rnZ QLWO ^w: t�0� + 0 Q C14 N 00 L N 04 � M� 1 W � � NU N NN O00 04 N N N co t+D�NN QUW w+N J N L . . O N2 .. • O 252 N W > 2523 LL J w a > W J ROAD JW W 9nW n W U J Cm� J WfnW NW 0.40% 0.44% 0.56% -0.40 N p0% -2.00q 01% -2.p 2• 2 252 2520 -- - - - - - -- - STA: 6+65.76 _ Li STA: 2+18.50 EXISTING G R A E Q ELEV. 2520.25 AT ROAD ELEV: 2520.40 Z 2517 2517 O Q N � L.L Plans Are Accepted For Public Street Construction DATE: 251 2514 01-28-2020 sy s,cr^orc crc scrirc ,re improvemer, o c s, tre Reciste,ed PROJECT: N RTH ALL Y PROF LE -ociieer ers res .he District .hce the wav s -ust e a Distrct C2018-007 ceiaes ,no sta_dcres. Vora-ces or wavers must ce scecficcl- H >> y crd p,ev o s y cpo oved by the Dis,,c, wr ti-c. Accep,a'ce SHEET of ,he -rcrove-rer, cicrs by ,he Dis,rct tees ro, relieve ,re VE R. 1 "-3' Tec.ste,ec Ergireer o' trese �esoo-s.oilit es. 2511 25 SY DA -: 1 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 1 1 4e2 A_)A COOT" -1 C-IWAY DISTTIC C� Q M 1 o � KEYNOTES = Q °° O NOT USED. aaa���•` o r N 0 J _N PL •� H m AU CREEK y rig/ Z z r `� o 0 n N D Z W r U H INDEX MAP z m �, W `� 1"=250' D W W z o m � o C'3 U) W GRAND PIDS DR. W Q 00 D C/) p U j LU J ALLEY - C� V � W W REDWOOD CREEK DR. �S\CNAL FN F � Q� �01/28/2020� 17882 9TF OF In N S. CRP�� R�R R_PI R R _ R PI -_ R __ R __ _- _- R R �- CHECKED BY: a ° / DAVID A. BAILEY P.E. BLOCK 1 / / DRAWN BY: / a / 6+00 KSC / I _ SEE C 2+1 6.50�` EE SHEE REEK 2521.26 TRC � � 6+34.51 PC 2519 +5 4.5 1TRC N I / / FUTURE PHASE 4 II / 2+36.50 PC 2519.88 TRC / • 2521.30 TRC GANDER CREEK / a 2+48.50 GC O O O O ISO O I // SUBDIVISION 2521.39 TRC O ' 4- • O 3 2519.89 TRC1 v ° �► / 2+61.85 GC 6+21.94 GC - +�� I I 2521.45 TRC 2520.02 TRC a / o 1 �4 2+83.32 HP 3+38.58 6+13.85 GC 0) 0so / a • Fz� 2521.55 TRC 2521.17 TRC 2520.05 TRC O p a v O N /COD' 5+95.99 �` o II/ 3+09.59 GC 2520.13 TRC o / a / � 2521.28 TRC 3+96.85 4+36.85 4+76.85 5+16.85 5+56.85 5+90.75 GC 2520.93 TRC 2520.77 TRC 2520.61 TRC 2520.45 TRC 2520.29 TRC 2520.16 TRC / a / , 5 / W N • v • • • • w • • • • M • • • • • • v ° /// 0 2521 / ° • • `+_ _ _ _ _ _ , _ MAGICAL _ CREEK _ AVM. _ o ??`� ' o //iii 1.13� / W I / o -� zC) j ec, in 5+77.15 ° ° / LL O 45+01.15 I- _ 2520.18 TRC 00 W 3+11.15 3+49.15 3+87.15 4+25.15 4+63.15 2520.49 TRC � ° i M I 2521.25 TRC 2521.10 TRC 2520.94 TRC 2520.79 TRC 2520.64 TRC 5+90.75 GC O o 0 5+39.15 2520.13 TRC O I / SE TEA 3+09.59 GC 2520.34 TRC SEE SHEE R GC- 4. 4 2+76.12 2521..25 RC 2520.085TRC - 1 2521.48 TRC 6+19.80 O 2+16.50 2+61.85 GC O 2 2520.00 TRC 6+21.94 GC 1 2521.52 TRC 2520.90 TRC 2521.42 TRC HP 2519.99 TRC s awl N 21.52 , aO 2+48.50 GC 6+35.02 PC i 4-� 2519.90 TRC O 2521.36 TRC +00 / 2+43.97 6+54.99 GRAND 0 2521.31 TRC 2519.89 TRC RAPIDS 30 0 15 30 60 MM j SEES 2+36.50 PC HEET 4. W 2521.23 TRC SCALE IN FEET W _ _BL OCK 10 _ _ 0 1"=30' z > 2529 = Q 252 �- W .j 252 LLJUU 'OM 2526 Lo'tCn rnc O(o NK Z0-: 00 06, N V / 00 Q LO WHQ OH..Ja �+� �N� OaW U 0N + LO CWLO tC 0 1n 0Q + 0 + zlN ZO0 �7 O aN �+ ♦ W QO �WN C,4 N > > N > N ornQ , 0! W252 N W C W cfl n +N Z2523 0i(n I J C .. c+p W QNW �. >W a 0.40% 047% -1.0 ROAD N �W O VI..Ll O.00 0lj -2.0 � -0. 0% N N W C --- --- - -- ---- ---- . - 0.4 - - Q It J 252 -- - -- - - - - - - -- ---- ---- - -- ---- --- - -- ---- - - 2520 W STA: 2+18.50 EXISTING GRADE EELEV.- Q 2520.87 AT ROAD STA: 6+51.94 Z 2517 ELEV.- 2519.50 2517 O Q N � L.L Plans Are Accepted For Public Street Construction DATE: 01-28-2020 251 2514 By stamping and signing the improvement plans, the Registered PROJECT: MAGICAL CREEK PROFILE Engineer ensures the District that the plans sconform must to p District c201 8-007 policies and standards. Variances or waivers must be s ecifical- )2 ly and previously approved by the District in writing. Acceptance SHEET H0 R: 1 =Z 0 of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. VER: 1 "_ ' 2 BY DATE: 2511 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+ 20511 ADA COUNTY HIGHWAY DISTRICT Q {p E KEYNOTES = C co Ln 1D CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. o N � T INSTALL TYPE II SIDEWALK BARRICADE PER ACHD = C3 w PLArEAu ARE O SD-1132A W/ THICKENED EDGE ALUMINUM WITH 'i Z ~ EK DR STRIPED DECALS W/ KICK PLATE. NOTE: WHERE Z SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE z SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) _ 30 INSTALL TYPE III TERMINUS BARRICADE D & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" O D SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM = Z w INDEX MAP tz Z WITH STRIPED DECALS W A CONSTRUCT PEDESTRIAN RAMP, TYPE 'H7' FOR ROLLED w W LU ® W 1 =250> N CURB. SEE DETAIL SHEET 4.9. Z yj » .� U) W GRAND 50 CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD RAPIDS DR. SD-712G. W I- m D { NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES J � SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR j ALLEY SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM 0 THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS w SHALL NOT EXCEED 5.00%. NOTE: ALL PEDESTRIAN RAMPS MUST HAVE TACTILE W. REDWOOD CREEK WARNING SURFACE PER ACHD SD-712. CO NAB FNG DR. © NOT USED. �G R \STF � 70 NOT USED. 01/28/200 ® CB #5 - INV Ell2517.53 W/ 1' SUMP PER ACHD N17�882 SD-604A, TYPE IV, MODIFIED FOR SHALLOW INLET [SEE DETAIL SHEET 4.91 /T9TF OF \ CONST. 16 LF 12" C-900 ® 0.50% TO SDMH#5. FV P\ (QP,00=2.18 cfs, QP2s=1.57 cfs) �N S. C� di #5 SEE DETAIL SHEET 4.10. CHECKED BY: ® DRAINAGE POND #5 SEE DETAIL SHEET 4.10. DAVID A. BAILEY P.E. 2+16.50 DRAWN BY: 2519.72 RC 1© CONSTRUCT MONITORING WELL #5 PER ACHD SD-627. KSC 22 3+29.50 10 SEE DETAIL SHEET 4.9. 2520.81 TRC GLASSFORD WAY 2+36.50 PC ALLEY MAGICAL CREEK SEE SHEET 4.5 2520.07 TRC 2520.21 GC SHT 4.2 3+48.58 220.21 TRC � 2520.96 TRC SEE SHEET 4.3 O H rW ! I � 3+62.80 HP 2520.73 TRC 0.50 0.5091 37 - � " O _ 11 J00 (AII i _ �A • i �� - 23 M 4+49.03 I ' o i ^' q, ,0) 2519.90 TRC c� o 4 1 4 -- 4+80 40!I _ O �, --- 12 8 � � 2519.88 TRC a A.-A.- 5+00.40 GC 0 4 �0� 9 2519.52 TRC II �� rn W a " +100 ..11% OI r o.52% Z 0.521 _ I i s "- "-_ II ( N o - - ---------- - �L -'-'�-38 F 1 D /-- -T- - �� FUTURE PHASE > ^ ��r � 9 I I I 1 W p W GRAN R.4 ql w o. " a O I - I GANDER CREEK � z _ _ s + I-i +� - _.� ._ 2q r` 35 'N iiii ��� - � _ o.95g \ I SUBDIVISION O19.7 _ F 0) F/L - IIII �• ��ZFj20 ``�� 1 N O o a - CV CIV 10 2+55.11 3+31.31 PC 3+62.80 HP _ �• \� 5+58.40 \ 1 2520.21 TRC 1 2520.53 TRC 2520.70 TRC - f O 2+48.50 GC � �� F�i2 i � 2519.52 TRC \ 1 3+14.50 GC o 5 0.41q END CONST. \ ° �2 f i I 2520.18 LL TRC z W 2520.47 TRC i o v I I R 4+30.22 GC 0.41q 2 / 3 .0• ( LOT LINE \ 5+58.40 +Z I I 4+30.22 GC 2621.69N 2519.49 TRC `O 0 I � 4+75.36 PC 1 \ II 2+93.21 3+14.50 GC 2441.20E 2 END CONST. Z GLAS F II TRC TRC 2519.62 TRC FUTURE PHASE 34 GLASS FORD WAY 2520 36 C 2520.44 TRC O SEE SHEET 4.5 5+29.40 GANDER CREEK L.L O A C) 2+36.50 PC 2519.37 TRC SUBDIVISION _ 1 2520.10 TRC 5+29.40 CB5+00.40 GC 2519.21 TRC L•� �/J (Z I 2519.49 RC > 0 I 2+16.50 30 0 15 30 60 0 j 2520.08 TRC I SCALE IN FEET W 1"=30' (n 252 2529 3:Q I- W .j 252 2526 IL W OW 0�W W ao 0 �t� w 0O� NNz �0Q 0;0 �N~ Nl � W 000 InIR q*N2 +�U +N} NO oOZ Uj C) 000 O*O W N W a 0) Q O J 0 ap 0i H Ln O� �� +C4 M M J .. M = *� pOiQ W 252 N N +N W �p >Q •W= �N +N U LO �CD � �Z 2523 Q N �O QWa HJ _1 W 0 ijN M� 1 jN0 Oil HJ� NW(9 fnW(� W2 QWQ > Q �N U HJ QW 0Ld0 FINAL GRADE AT HJ � QW aWa QWO U C�NW NW ROAD (n1a10 0.53 . 0.53% NWC3j NWC0.') HW - - 401WW 0.40% - -2 2•p0% -0.5 ^ \ 252 - _ _ _ _ - 1 7qo 2520 - - - - - - - - - - 67q .6 Li E ISTING GRADE Q 0 e AT ROAD � STA: 5+ 7.40 ry/ STA: 2+18.50 ELEV: 2519.15 Z f� 2517 ELEV: 2519.69 2517 O Q L.L Plans Are Accepted For Public Street Construction DATE: 251 2514 01-28-2020 sy s�cr"orc crc scrirc ire improvemer, o� s, tre Reciste�ed PROJECT: G RAPIDS RAN D �� -�ci�eer ers res .he Dlst�ict .hc: the cicrs co�'o�m to a Cistrct C2018-007 co ices -,no sta�dcres. Vora-ces or wavers must oe seec ficcl- H 0 R: "=3 0' y and prev,ous,y -ppcoved by the bis.r,e. ir, wr,tir,g. AecapLo,ce SHEET of the improvement plans by the District does not relieve tre VE R. 1 n=3' Registered Engineer of these responsibilities. R11 BYADA COUNT HIGHWAY DISTRI� DA-: 1 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+ s4 Q O U KEYNOTES = Cco 10 MATCH EXIST. CURB, GUTTER, & SIDEWALK V N 0) FIELD VERIFY PRIOR TO CONSTRUCTION /� PLAT BLOCK T 2O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% ■= Z EAR ORCCK DR TO 4% CROSS SLOPE (PER. ACHD SD-806, L SD-301, & SD-303) Z 2520.10 TRC 2 0 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. 10 ? ® CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. a' 5+94.40 `-' VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. 2520.07 TRC BLOCK 9 z Uj 50 CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD W Z tz O O O O O 0 a INDEX MAP m SD-712G. WN I GRAND RAPIDS � � � 5+45.40 CB 5+74.40 GC ( SEE SHEET 4.4 1 -250 N D © CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED G� Z w CURB. SEE DETAIL SHEET 4.9. 2519.72 TRC N 6+47.40 GC o ■� 2519.32 TRC 2520.08 TRC o C° 5+34.40 I 6 W RAND RAPIDS 70 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H7' FOR ROLLED Z pi M D DR CURB. SEE DETAIL SHEET 4.9. W 2519.47 TRC I = __-- - w- o O 3+98.04 GC 5+16.40 GC I =- - - _! -_ - - _ _ _= NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES ui J 4+20.40 4+58.40 2519.72 TRC I I I I I -?-- ALLEY SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR rn 3+98.9 TRC R S SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM a 2520.10 TRC 2519.95 TRC 4+96.40 ?O MI / 3+89.64 2519.80 TRC hI dl � � THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS 2520.24 TRC i _ _ SHALL NOT EXCEED 5.00%. 3+69.08 6 4° W. REDWOOD CREE WARNING URFACENOTE: ALL EP PER ACHD SDAN S MUST HAVE TACTILE �S��NAL FNC 2520.35 TRC ° ° 3+53.19 �, ��- 2$20 i.ss�� 387 ii i 05O7 0.50% o �r K DR. ® NOT USED. �C,\STF,4� 2520.43 TRC 66 • - - • _ • SSFOR® WAY • � � °° ^J • � 0 0 7 w 01/28/2020� s' o O 3 °°i i o `` o �p w 9 NOT USED. Q Q 3+48.03 HP - � - - +�- - 1 V 8 2 ♦ • • • • • • • • ��• 2+- •- 2 ,� Cf) ® CB #4 - INV ELEV: 2517.64 W/ 1 SUMP PER ACHD Niy "4 2520.46 TRC F � �'�- 2$ 0-• • • ■ 4 / 0 0 72% mi i 5 = SD-604A, TYPE IV, MODIFIED FOR SHALLOW INLET [SEE0. y / ♦ - ° 7 %- - M i�_ DETAIL SHEET 4.9] /T TF 0 F ♦ / a a a a ° ° ° a < CONST. 8 LF 12 C-900 0 0.50% TO SDMH #4. F�//N S. CRQ� (QP,00=2.41 cfs, QP25=1.73 cfs) ♦ 3+98.04 GC 4+43.03 '115+88.03 Q SDMH #4 SEE DETAIL SHEET 4.10. CHECKED BY: 2520.16 TRC 2519.98 TRC 2519.76 TRC 6+47.40 GC DAVID A. BAILEY P.E. 3+38.38 . s' 2520.05 TRC ® DRAINAGE POND #4 SEE DETAIL SHEET 4.10. DRAWN BY: 2520.41 TRC i 4+93.03 5+33.03 5+74.40 GC KSC O 3+23.09 2519.78 TRC 2519.57 TRC 2519.69 TRC ® CONSTRUCT MONITORING WELL #4 PER ACHD SD-627. M 2520.32 TRC 3+48.03 HP 5+45.40 +4 .4 662 2520.43 TRC 2774.17N 4 SEE DETAIL SHEET 4.9. 3+12.36 GC 2132.01E 2519.48 TRC 5+73.03 2520.05 TRC 2520.27 TRC 2519.68 TRC 2+89.13 ` 3�100 3+12.36 GC 5+16.40 GC 2520.17 TRC 2520.24 TRC 2519.69 TRC I I 1 4I7' O 3 i3 z 0 2+50.00 2520.02 TRC h I 2+32.82 2519.92 TRC BLOCK 5 w a Lj II i P P V) o 2+00.00 2519.79 TRC La 2+00.00 MATCH EXISTING Z 2519.82 TRC i MATCH EXISTING 00 � j GANDER CREEK LLJ SOUTH SUBDIVISION � • �I N0. 1 [EXISTING] 0 U 0 0 z W 3 � 0 0 �I 30 0 15 30 60 0. i� l I SCALE IN FEET > 0 1"=30' 252 m z > 252 2526 = W ~ W OOZ MOZ OOOa ONZ O� OW O00 d �� Z OrnH CVC4X �N= apOQ �OOZ OOZ rn ISO Q 0 252 O�X +CV. MNU +NV ��2 fin! •�_ o� 0 �0 U 2523 NN >o 50 w �cV �� +N co Q w 1 V H J� H J W Q W Q +N Q W Q Ix Ja NWO NWC9 NI j� FINAL GRAD AT HJ� �� ••J< NWC� NW O j (N W M ROAD Cn CD J W CD W 0. 3% -0.53% N W 0.5 % 0.40 W 0.40% -0.40% .50% 520 2 252 -2.00q Z.o� ° o - - - - --- --- - -- -- -- - --- - - - - - ---- - - -- - - -- - - - - - - - - -- - - - S - -- - 3.40 - - - - -- - - -- - - - - - -- - - - --- - - - - U 0 EXISTING GRADE ELEV: 2519.26 � 2517 AT R AD (0 2517 � � • W 04 0 O � Q ow z 2514 = 2514 0 Q U) th < U Plans Are Accepted For Public 251 II­_ 2511 Street Construction 01-DATE: 2020 y s.cro rc crc s crirc .re i-rproverrer, o c-s, tre Reciste,ed PROJECT: G LA S FO R D AY PROFILE -ogcieer eos-ree .he DietVor . ce the wav -e t to e Dietret C2018-007 ceiaes ,no sta_dcres. Vora-ces or wavers must ce scecficcl- H 0 R• "=3 0' y crd p,ev o s y cpo oved by the Dis.,c: wrti-1. Accep�a'ce SHEET of -he -rcrove-rer- cicrs by she Dis-rct tees ro: relieve ,re VE R. 1 "-3' Tec.ste,ec Ergireer o' trese �esoo-s.oilit es. 250E08 �Y TA+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+ A_)A COUTv -1 G-iwAY DISTRIC_ 4e5_1 C� Q M 1 o � KEYNOTES = Q M Q co 01 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. r P�grEqu 2 INSTALL TYPE II SIDEWALK BARRICADE PER ACHD �= Z U co CREEK DR O SD-1132A W/ THICKENED EDGE ALUMINUM WITH L z STRIPED DECALS W/ KICK PLATE. NOTE: WHERE Z SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE Z z SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) = QJ D 0 INSTALL TYPE III TERMINUS BARRICADE MENEM a s `0 & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" D SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM Z INDEX MAP z WITH STRIPED DECALS W m LLI 1"=250' v D ® CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED NJ w < CURB. SEE DETAIL SHEET 4.9. � Z m MENEM 3 U W. GRAND NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES M Z w co APIDS DR• SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR W a 00 SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM _j C/) o THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS ? ui J ALLE SHALL NOT EXCEED 5.00%. ♦� rn V ;: W NOTE: ALL PEDESTRIAN RAMPS MUST HAVE TACTILE WARNING SURFACE PER ACHD SD-712. 05 CONSTRUCT 5' TRANSITION FROM ROLLED CURB TO RIBBON W. REDWOOD CREEK D CURB. SEE ALLEY SECTION, SHEET 4.9. �S\ANALFUTURE PHASE FNC 2+93.21 - GANDER CREEK R © NOT USED. Q�o�� �G\STF,Q�O�jiF�� 2521.14 TRC 7 NOT USED. 01/28/2020 END CONST. 2+94.58 SUBDIVISION O 17882 2521.29 TBRC ` 2+55.11 END CONST. _ ® CB #3 - INV El2519.19 W/ 1' SUMP PER ACHD Lp 2520.98 TRC FUTURE PHASE 2+56.58 ���� SD-604A, TYPE IV, MODIFIED FOR SHALLOW INLET [SEE 9TF \ 2+48.50 GC GANDER CREEK 2521.14 TBRC I ° ������ n CONSDETAIT. 111E1 12" C-900 @ 0.50% TO POND #3 ET 4.91 �� IN S. C?,2520.96 TRC 2+48.50 GC I �cn L0 S' 2+44.48 SUBDIVISION 2521.11 TBRC i _ - - I (QP,o�1.04 cfs, QP25=0.74 cfs) 2520.90 TRC �_ 2+31.50 2+31 5 #I _ o 9 DRAINAGE POND 3 SEE DETAIL SHEET 4.10 CHECKED BY: 2520.73 T.RCC 2520.87 TRC 8+92.28 5'0 - • � � 1 ° � DAVID A. BAILEY P.E. 7+39.40 _ 7+59.40 2520.23 TRC 1 %05• _ \ \ mo ® CONSTRUCT MONITORING WELL #3 PER ACHD SD-627. DRAWN BY: 2520.87 TRC - 2520.73 TRC 3+00 - -- _ __ _- I \ \ SEE DETAIL SHEET 4.9. KSC 20.0' •� 11 \m 2+16.50 �° M�, ° \ BLOCK 9 2520.64 TRC II \ \ % \ O ON 8+72.33 PC = N 10+$6�70 GC 2+16.50 ►n 2520.29 TRC ' ° _ lI ` � m +00 2520. TRC o 2520.39 TRC N 7+74.40 GC 12 = o 7+24.40 GC 2520.64 TRC 8+71.98 PC p 9+45.58 PC 10+06.81 GC 10+56. 7\ 2520.39 TRC 9 2520.30 TRC �0' 2520.21 TRC 2520.49 TRC 2 m 2520.7 TRC _ 9+63.01 GC ° \ BL OCK 800 2520.32 TRC 6 8+65.39 GC .0 • ° -Y • �' \ \� m° z 2520.35 TRC in n�> . o ° -• uu 3 o\1- r F �� W A_ �o 4 4 7+85.25 HP 8+51.11 PC a.W o M R - + - +I +} 2520.68 TRC 2520.41 TRC os3% . S�0► ` ��� ►`� III \ \�� w oo m 1 S -o uu m M O o ° _ _ ° ° ° ° �° og1% o .� � _yam ' _ uu Q i o.so% 0.5020. � + _ _ _ F/L9 N . GLASSFORD iiWAY_ _ � 0 � 2 520.7�TRC • 1.24q ° W - -IIII- I- O I� � sr r� • 2+00 • 3 uu • 0:: z • •�nr•�• 110 \ \ U n • 10+26.70 GC I I u7 00 2520.56 TRC W ^I ° ° °IIII ° �+ - pr, 9+63.01 GC �` 7+85.25 HP ;n ?\� 0, 2520.29 TRC 7+24.40 GC 2520.65 TRC (6 p 9+59.38 PC 1520.46 GC 2520.36 TRC 2520.46 TRC ` • 2500.08N � c\,0 � � • ° 2520.24 TRC V7+70.42 2129.43E �E 9+39.83 LIM. 0 2520.59 TRC 8+32.42 8+65.39 GC GR 9+ 9 .8 TRC 2520.41 TRC 2520.32 TRC 00� ( �' Z W 7+08.42 8+51.11 PC 8+84 PC TRC.70 2520.30 TRC 2520.38 TRC 9+04.25 ` S 0 7+74.40 GC 2519.87 TRC Z 2520.61 TRC 0 M M M 30 0 15 30 60 0IIIIIIIIIIIIIIIIIIIIIillillillillill, . � SCALE IN FEET > 0 1"=30' - ° J m 252 2529 252 2529 7-) W z W > 252 2526 252 Y Z 2526 = W 000) W WLLI O Q �- W p0� �OZ � � �� O Zen N^ OM0 0 �000 ^ � O000V �O M 00OQ CNN �Z Q O O � M� Z O��U Z �Z OZ j L-ON '0 DLO_ +� Z 'OQ O X:Ill NZ �jOQ O 0 � •OQ DOQ (D �N� 0 N +N NNW NN OU iAV + U+N ♦N O +0 M DLO �04 U +�V +N V ONJ N +N +N W WIC I� CL +N O �O N N ON ON � 252 � a W '> 2523 252 J a a w = + + o a, o >0 2523 ��� t~nww >a ¢ .. Q aW c� > 0 00 w QLa NNW J NWO J� N el �U' NW NW = FINAL GRADE A HJ W QW� J � HJ� HJW NWW I\� W WO ROAD NW C9 Q .• N_j •• W O (nWC9 NW U I Y 0. 0% ~ (n I p0% 0.50% N 0.40 0 W -2.0 2• 0.50% 0� -0.42% 0.40% 0.47 0 0.40 FINAL GRADE A -2'00q 1.86% -2yg - - 2- - - - - _ I W 252 ROAD 2520 252 _ _ _ - --- I 2520 r EXISTING G ADLY EXISTING GRADE I I 0 STA: 2+18.50 AT ROAD AT R AD STA: 8+95.39 STA: 9+33.01 ETA: 10+63.86 McFADDE 2517 ELEV. 2520.31 2517 2517 ELEV: 2519.83 ELEV: 2519.80 ELEV. 2520.82 OST. I DRAIN I 2517 END I Q � j W O I Z I.L 251 2514 251 LU ~ I 2514 0 Q O WC)I C + Z: I I I U) I I Plans Are Accepted For Public Street Construction DATE: Q = I I 01-28-2020 251 2511 251 2511 By stamping and signing the improvement plans, the Registered PROJECT: N I I Engineer ensures the District that the plans conform to all District C2018-007 S UTH ALL Y PROF LE Q LASSFO D WAY ROFILE policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance SHEET H 0 R: =30' H 0 R: 1 =3 L of the improvement plans by the District does not relieve the VER: 1 =3 V �� R: 1� s,=3' Registered Engineer of these responsibilities. 250 608 250 1110112�08 BY DATE: 6 +80 2+10 2+40 2+70 3+00 3+30 3+ � +90 7+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 ADA COUNTY HIGHWAY DISTRICT C� Q M 1 o � KEYNOTES MENEM= Q °° O MATCH EXIST. CURB, GUTTER, & SIDEWALK N r FIELD VERIFY PRIOR TO CONSTRUCTION qPLA702 SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% ■= Z F CID TO 4% CROSS SLOPE (PER. ACHD SD-806, ySD-301, & SD-303) Z CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. NOT USED.50 NOT USED. W Z W INDEX MAP z m © CB #1 - INV ELEV: 2514.49 W/ 1' SUMP PER ACHD U) 1"=250' LLI 0 M SD-604A, TYPE IV, MODIFIED FOR SHALLOW INLET [SEE W w 2+00.00 N C/) > DETAIL SHEET 4.9] Z w 2518.37 TRC 18 17 0 MENEM ' CONST. 9 LF 14" C-905 ® 0.50% TO SDMH #1 ■� MATCH EXISTING 19 16 W. GRAND RAPIDS DR. (QP,ao=2.93 cfs, QP25=2.11 cfs) O D W �a SDMH #1 SEE DETAIL SHEET 4.10 � � o GANDER CREEK SOUTH - of w 2+00.00 - SUBDIVISION NO. 1 ALLEY ® DRAINAGE POND #1 SEE DETAIL SHEET 4.10 rn 2518.34 TRC [EXISTING] �"� w MATCH EXISTING 9O CONSTRUCT MONITORING WELL #1 PER ACHD SD-627. SEE DETAIL SHEET 4.9. -- 2 -_� �S�pNAI FNG - -PI- PI- 5 W REDWOOD CREEK D / 1 -� PI R. �� �\S T, P �01/28/2020� PI_ 17882 J z I : 2+72.23 GC yT x . a 2517.56 TRC rl'� 2+87.62 /r� F OF IN S. ll M i • ■ 20 2517.18 TRC O 21 CHECKED O I a 3+01.73 GC 22 Q DAV DA. •BAILEY P.E. D r' 1 ° • 2516.83 TRC O L OC� DRAWN BY: m I a 3+30.73 23 i 2516.59 TRC 5� 3+48.64 24 2+72.23 GC 7 2516.74 TRC O 2517.53 TRC � 3+59.73 GC 25 3 2516.83 TRC 2+87.62 1 a as 2367.61 N 26 2517.15 TRC 1 \ 1415.93E 0 27 3+01.73 GC 10 • , 9 4 17 TRC 0 90 2516.79 TRC 1 'o ho o• �. °° 4+76.90 16. 2517.29 TRC Z 5+42.90 -r�r a ° 2517.56 TRC n CO a 6 r a _ a 6+04.90 v 0s49 • r - r _ a° 2517.81 TRC 7+90.90 W -• - - W. _ RE p W -ram ° °° 6+66.90 2518.55 TRC o I I 2S-f - �OOp r r�r o° a > ° 2518.05 TRC �i- - -f-r-REEK p �r r a 7+28.90 W ° •�� - _ 2518.30 TRC V) o 3+30.73 CB 7 I I ° ° , •� ^ o r r�r ° W 2516.43 TRC I I 4+15.02 ° r r "� � _ - r� Z 2517.02 TRC ram• - _ r�r ° 8 I If 4+65.02 a a �: - - - o 3+65.02 2517.22 TRC ?S 1 Al 1 2516.82 TRC 5+27.02 8 II I 2517.46 TRC ,-sue' - _ O W If 3+59.73 GC 5+77.02 ° r�s + 2 I 2516.79 TRC 2517.66 TRC ° �� Go 0 r I I 6+39.02 a 3 2517.91 TRC a F< _ z I I II 6+89.02 ° U LL O I If �¢ 2518.11 TRC °I rJ 7+51.02 Z W If II O 2518.36 TRC 0 I I 6 I I O Z I I 7 I O LJ� II II O I II O - I I O 30 0 15 30 60 0 -- ll M - CK _�-- 6 ..................................... j SCALE IN FEET 7-) W 252 2526 = Q �- W MMMJ 252 " 2523 o06N � � +C*4 < �� W N •• U Q ^ ��Z W Z .. M to I•) Qi c�Q QWQ W = 1n�=tn" W 252 cnW � ••WQ NW •LO MCVW 2520 J� ••p +N FINAL GRADE AT V W C9 < • W Q � Q W a ROAD -1.1 % W0 HJ 0.40% - - - - - -- - - -- - - --- O -2.5O'°, W L.L 2517 _-_ _ _ _ -- ---- 2517 Q j -- ------- ---- - - - ---- -- ---- --- ----- -- - --- ---- -- 00 W EXIST NG GRADE V 0 LE 3 516.37 AT ROAD ` Z ELEV: 2516.37 O � 251 ' ~ 0 Q o w 2514 o �- + N 00 Plans Are Accepted For Public Z: Street Construction DATE: 251 Q 251 1 01-28-2020 By stamping and signing the improvement plans, the Registered PROJECT: REDWOOD CREEK PROFILE N Engineer ensures the District that the plans conform to all District C2018-007 Q policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance SHEET HR. 1 = 0 L of the improvement plans by the District does not relieve the ER. 1 = Registered Engineer of these responsibilities. 08 BY DATE: +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+ ADA couNTY HIGHWAY DISTRICT • C>t Q M 1 o � KEYNOTES = Q M np� Q co (DCONSTRUCT VALLEY GUTTER PER ISPWC SD-708. c' P�ArEAu O INSTALL TYPE II SIDEWALK BARRICADE PER ACHD �= Z co U REEK DR SD-1132A W/ THICKENED EDGE ALUMINUM WITH L MENEM STRIPED DECALS W/ KICK PLATE. NOTE: WHERE Q,� Z SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE z SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) = g ENEM n O INSTALL TYPE III TERMINUS BARRICADE �`� a o & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" _ D SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM W Z z WITH STRIPED DECALS � Z) INDEX MAP ' > ® CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. W W 1 =250 � VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. � Z m U W. GRAND 50 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED Z RAPIDS DR. CURB. SEE DETAIL SHEET 4.9. W - n D NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES J W SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR w ALLEY SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM r' THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS w SHALL NOT EXCEED 5.00%. 12+04.60 GC GLASSFORD WAY 11+74.87 GC 2520.08 TRC NOTE: ALL PEDESTRIAN RAMPS MUST HAVE TACTILE SEE SHEET 4.6 11+57.18 2520.23 TRC WARNING SURFACE PER ACHD SD-712. �pNAL F cfl 12+33.60 w REDWOOD CREEK DR. C) 2520.35 TRC 11+87.70 I © NOT USED. t�� G�STE J, ° 2520.17 TRC M 2519.84 TRC ,Q 31 2401.17N 12+62.60 ° a -< 1 Oti 2 2520.08 TRC 7 NOT USED. Q � 5 O 2213.63E END CONST. 0 01/28/20Q20 ° 5 1 a FUTURE PHASE ® CB #2 - INV ELEV: 2518.00 W/ 1' SUMP PER ACHD 17882 8 2 11+25.41 _-- - GANDER CREEK SD-604A, TYPE IV, MODIFIED FOR SHALLOW INLET [SEE 2520.13 TRC W . °\ r o.7s a - °.��% SUBDIVISION DETAIL SHEET 9HLFT12"9C-900 00.50% TO SDMH #2 /!��F R 5 a� p\\ r 1 019.49 3 0 (QP,00=2.13 cfs, QPzs=1.53 cfs) �N S. CRP 11+05.85 20 p, r� oo _ tee. -� +I 30 a 2519.87 TRC �� 5 o O SDMH #2 SEE DETAIL SHEET 4.10 CHECKED BY: ,.' g % Ng8 N +F 8 n 10+90.12 GC 0 c' �� F l� /� - wr- ` 9 • i.ss� I 12+62.60 O2519.79 TRC _ 2520.05 TRC DAVID A. BAILEY P.E. 28 !,// • 1� •°�ti rjgo 35%� �- END CONST. ® DRAINAGE POND #2 SEE DETAIL SHEET 4.10 DRAWN BY: 29 O 4 a� • 1 • F s_ KSC 2 \\\\ 11 CONSTRUCT MONITORING WELL #2 PER ACHD SD-627. o SEE DETAIL SHEET 4.9. a ° 9+65.56 a •� ��•% \o y2% a 1 2519.29 TRC 10+27.51 a a, 2519.53 TRC9+37.67 GC o R 1 1 ,� \� � gip• 11 1 I 12+33.60 CB 2519.18 TRC a � �•/ ���� ;, �� is 2519.68 TRC ° 5 8+52.90 Co A • • \ � 11+46.36 II r 2518.80 TRC cs •/ 00�/ \� 2520.21 TRC I 12+04.60 GC 8+82.70 GC a oo� 5 ' II II 2520.05 TRC I v , /� � 2518.92 TRC / ��o • � � Q - 1 11+74.87 GC 0 O d •/ \�� •� a 10+90.12 GC p0'l, \� 11 1 2520.20 TRC n O 2519.79 TRC I W � � �04 T I 1 U -O= -r�r r � � � � �j• , a 10+92.36 1 1 0 - - r��r / • �� 10+11.60 2519.81 TRC \N 11 I 11+68.84 _ •- �;,�^ / / 2519.44 TRC 0 I 2520.20 TRC O U rat - _ o _ • 11+09.67 (n -• r-ram_ 2519 2520.24 TRC 17 W i R116.5' D z °° 9+55.60 16 R83.5' 1 8+01.02 2519.22 TRC a . a 1 W 2518.56 TRC 9+37.67 GC 8+82.70 GC rn 2519.15 TRC j 2518.89 TRC 8+63.02 -- 0----- 2518.81 TRC 9+09.56 z 15 2519.01 TRC � �°ems LIM. z W 13 14le dop � 0 Z O ;.� 30 0 15 30 600 � � 6 �� 0. cn � - G 8� O SCALE IN FEET - 0 1"=30' 0 252 2529 m D W z W > 252 2526 = W ^N W ILLI j D NSW M� 0 O - Z �� U tD� W �c00 �� Z �Op ^N2 OQ (0 NOH 0 OOC9 c�N Z O)� a MN W +OU ON2+Lnto . CNN 252 LO U N �, W N N N p 2523 NCD= M� U ON Q 0 W U CO W J > Q N N GNU NNW 10 QWU HJIY QWQ QWO 0 1Q NWT NWC (nWC9 NW0 �W NWW Q QW Jj FINAL GR DE AT �WXU' NW C�9 �i'/ �- -- --' - - -_0 3% 0.53% -0.52% - NW - o -- __ -^\ W 252 0.40 0 2520 W 0.47% _ _ STA: 12+31.60 - - --_--- - --�,/ ELE 2519.62 U EXISTING GRADE 0 2517 AT ROAD 2517 Q It� W • Q 0 z 251 ' ~ 2514 0 Q 0W o + N ly 00 Plans Are Accepted For Public 251 Q 2511 Street Construction DATE: By stamping and signing the improvement01-28-2020 plans, the Registered PROJECT' N Q REDWOOD CREEK PROFILE Engineer ensures the District that the plans conform to all District C2018-007 policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the ER. 1 = Registered Engineer of these responsibilities. 250 +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 �08 BY DATE: ADA COUNTY HIGHWAY DISTRICT 0 Q O U 1 2 MONITOR WELL LOCATIONS = C L P/L Row PEDESTRIAN RAMP FOR ROLLED CURB FINISH GRADE ALL WELLS LOCATED IN SW ADJACENT TO POND v o 0) 20'-0" P/L NOT TO SCALE = = SEE PLAN VIEW FOR EASTING/NORTHING = CS w 8" THICK CONCRETE NOTES ■i Z f- 10'-0" 10'-0" RIBBON CURB (2.0' WIDE) Q RAMPS FOR CORNERS W/ MIN 15' RADIUS AND - 6" - 3/4" MINUS CRUSHED GRAVEL UTILIZING ROLLED CURB °� -III LEGEND: Z 3 e RAMPS ARE CONTAINED WITHIN THE CURB RADIUS 3 1. WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED STEEL COVER Z /"�EXTEND GRAVEL AND PIT TYPE "H4" ♦ 8 RAMP DIMENSIONS SLOPE 2.00% f SLOPE 2.00% RUN 6" PAST CURB. (TYP.) a " AND CANISTER. CURB TYPED STANDARD 3" ROLLED CURB PER ■� 0. ISPWC SD-702 � �, 2. 2 OR 3 BOLT LID WITH pia HEAD AND SAE THREADS, 0 THROAT DEPTH= 4' FROM FACE OF CURB GASKETED. aQA N 4' 5 3. CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703). = Z w THROAT WIDTH= 4' MIN w a� " _ tz 4. � DIAMETER HOLES OR SLOTS CUT INTO PIPE AT 3" ON W 2 1/2" ASPHALT PAVEMENT WING= 3' TRAVERSABLE a °-- CENTER. U) EXTEND GRAVEL AND PIT z � [SP-3, 1/2" MIX, PG 58-28] 4� Qo WING= 1.5' NON TRAVERSABLE a^ �-- 5. TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, � W w RUN 6" PAST CURB. (TYP.) QQ RAMPS REQUIRE A MINIMUM 4'x4' LANDING IN a-- MINIMUM 18 GAUGE, INSULATED, SINGLE-CONDUCTOR COPPER Z w 4" - 3/4" MINUS CRUSHED GRAVEL SIDEWALK © 1.5% + - 0.5% 2% MAX SLOPE a ,��', a-- WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" STANDARD ROLLED / ( ) � CURB & GUTTER (TYP.) AS PER 12" - 6" MINUS PIT RUN H ® RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE � o-- DIAMETER COILS. U) C° ACHD SD-702 o TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 0 a-, 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. Z � (10%) SLOPE N a WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS W < o 20' RIGHT—OF—WAY ® NON TRAVERSABLE AREA- LANDSCAPED AREA 0 MAY USE 4" PIPE. © 4'x4' FLAT STREET SIDE LANDING REQUIRED o 7. NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, TYPICAL ALLEY SECTION CURB IS NOT REQUIRED TO BE FULL HEIGHT 0 a g FABRIC OVER CHIPS/DRAIN ROCK. W Q DETECTABLE WARNING PER ISPWC SD-712 r-(n 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 J¢ LBS/CY. NOT TO SCALE a� LANDSCAPED M 3 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR AREA 3 w OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE 0 m BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE if ♦ O ♦LEGEND 5%f0.5% (2% MAX SLOPE) m" 4 BMP FACILITIES. ��S\pNAL TYPE "H7" ♦ 7.3%f1.0% (8.3% MAX SLOPE) w 0 0 NOTES: p� �G�STFR�. 2�` ♦ 9%f1.0% (10% MAX SLOPE) 0 0 g A. GOUNDWATER OBSERVATION WELLS ARE FOR Q� F' 4 �� �� i 0 0 c OR NEARMENT STORMF GROUNDWATER DRA DRAINAGE FACILITIES. WITHIN 17882 8/ 4 Oo. NOTCONST. THROAT WIDTH AS 4' d 0 o B. THIS DETAIL IS FOR WELLS INSTALLED BY cp P/L P/L � MINIMUM OR AS SPECIFIED. w , a a DRILLING OR BY EXCAVATED PITS. 47'-0" o 0 o a T H 0 0 C. APPROIVED BY ACHDNDWATER WELLS SHALL BE �jF F OF �Q) 7'-0" 33'-0" 7'-0" o� .► oaoo D. OBSERVATION WELLS NOT ALLOWED IN CURB OR V/N S. p?P 0 a o 0 0 o VALLEY GUTTER SECTION. 0 0 0"5'-0" 16'-6" 16'-6" 5°_0" '—o' 0 0 o CHECKED BY: DAVID A. BAILEY P.E. 14'-6" 14'-6" SLOPE SIDEWALK 1.75% f 7 8 DRAWN BY: 0.25% PER ACHD SD 709 --- SLOPE 2.00% SLOPE 2.00% -- WELL SECTION �18"� 00 4" — 3/4" MINUS 5" THICK CONCRETE a ° CRUSHED GRAVEL 7ao CCa� 8 SIDEWALK (TYP.) 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED a 3 PAVEMENT GRAVEL (COMPACTION REQUIRED) [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT ° 3 z RUN 6" PAST CURB. (TYP.) PLAN CONCRETE COLLAR SECTION CONCRETE COLLAR STANDARD ROLLED 47' RIGHT—OF—WAY ACURB &CHD D GUTTER (TYP.) AS PER MONITORING WELL w TYPICAL STREET SECTION 12" - 6" MINUS PIT RUN (PER ACHD SD-627� o NOT TO SCALE NOT TO SCALE Lj V) o w d z V N J H- o oP/L 47'-0„ P/L z w 1 I Q w N 5'-0" 7'-0" 33'-0" 7'-0" C W a w I , I 10'-0" 16'-6" 16'-6" 5'-0" -0' Q W Z w 14'-6" 14'-6" Q 0 66 o SLOPE SIDEWALK 1.75% f 1.75% 0.25% PER ACHD SD 709 t 0.25% SLOPE 2.00% SLOPE 2.00% 4" OF -3/4" BASE W = 0 5' WIDE 5" THICK CONCRETE 4" - 3/4" MINUS 5" THICK CONCRETE STANDARD FRAME AND GRATE PER r ^ 0 CRUSHED GRAVEL ACHD SD-610A LIP OF GUTTER ROLLED CURB PER v //��yy��►► SIDEWALK (ACHD SD 709) SIDEWALK (TYP.) ACHD SD-702 rn SIDEWALK TO BE A MIN. TBC 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED m STREET SLOPE SIDEWALK 1.759b t ELEVATION OR MAX 6" ABOVE PAVEMENT GRAVEL (COMPACTION REQUIRED) SLOP PER ACHD .75% ` ,^ CENTERLINE ° ° a V / [SP-3, 1/2" MIX, PG 58-281 EXTEND GRAVEL AND PIT ° ', ° a ° 2 RING & COVER PER RUN 6" PAST CURB. (TYP.) ° a° ° `° ° ° 1 1 42' MH RIM ELEV ISPWC SD-617 z ' STANDARD ROLLED ° ° ° a a < > 47 RIGHT—OF—WAY CURB & GUTTER (TYP.) AS PER ° ° ° a` a #4 EPDXY TYPICAL GRAND RAPIDS ACHD SD 702 ° a ° ° ° ° ASPHALT BAR STREET SECTION 12" - 6" MINUS PIT RUN ° a c & GRAVEL - 'BYPASS' J� OF ROLLED SECTION � °a INVERT OUT NOT TO SCALE Z) zf ` a ° \f-,BACK URB a a TO PRIMARY 0 SIDEWALK° ° ° ° - a o o ° a a zi < ° ` < < <a M INVERT IN - INVERT OUT Y ° ° ° a ° ° � , � °a a ° 6" TYP. FROM BAS CATCH TO FOREBAY Q� W a a a ° - zw 12"/14 TYPICAL C-900/C-905 TO POND _ W 12" OR 14" C-900/C-905 PIPE FOREBAY OR TO SPLITTER MANHOLE AS 0L N can yy LABELED 0 m � U SECTION B-B 0 NOT TO SCALE 48 STORM DRAIN MANHOLE PER W N SHALLOW INLET— ATTACHED WALK (SEE ACHD Li NOTj ISPWC SD-611 SD-715A FOR REFERENCE) (NO CONE) MH SUMP ELEV W NOT TO SCALE SEE INDIVIDUAL POND DETAILS ON 0 e SHEET 4.10 FOR MANHOLE ELEVATIONS Z r�n r V V / Plans Are Accepted For Public n Street Construction DATE: 01-28-2020 ry s,cr-o rc crc s crirc ,re i-rproverrer, o s, tre Reciste,ed PROJECT: �ci�eer ers res .he Dist,ict ,he, the cicrs co-'o,m to o I Distrct C2018-007 co icies ,no sta-dcres. Vor a-ces or wavers must ce seec ficcl- y crd p,ev o s y cporoved by the Dis,,c, i- wr ti-c. Accep,a,ce SHEET NOTE: of ,he -rcrove-rer, cicrs by ,he Dis,rct tees ro, relieve ,re PAVEMENT SECTIONS ARE BASED UPON LABORATORY GENERATED R-VALUE OF R=12, Aec.ste,ec Ergireer o' trese �esoo-s.oilites. TI=6 FOR RESIDENTIAL STREETS, TI=8 FOR COLLECTOR STREETS [REFER TO GEOTECHNICAL REPORT BY SITE CONSULTING, LLC DATED MARCH 7, 20191 A ,A A AD A COT" -I G-IWAY CISTRIC 4e9 C� Q oM 1 � O TOP OF BERM - MENEM LINING TO EXTEND TO TOP OF ELEV PER PLAN 12" STAINLESS STEEL PIPE CAP a6 .9 N BANK & CENTER OF BERM MIN WEDGE PRODUCT PART NUMBER C.� N T FREEBOARD ( ) SECURELY ATTACHAPPROVED EQUIVALENT. Z LU ~ CID CUT OPENING AS P J DO NOT GLUE. �gTEgp wwy++ SHOWN IN END CREEK DR. W Z `O � I W.S. 100 YEAR LEVEL POND PRIMARY CAPS � � 2" � SOD FINISH EXCEPT II BSM LENS (SEE FOREBAY/PRIMARY �- FOR BSM LENS 1 w O CUT-THROUGH DETAIL ABOVE) P+ (BSM TO BE SDR-35 OUTLET z ■- a a `V L PRIMARY FOREBAY J 9.p HYDROSEEDED) '� PIPE x IFS ,� I I 6" CLAY 4" TOPSOIL OVER `�� EMBANKMENT AND DIVIDER PIPE SIZE & FLOW OPENING INV = ^5• LINER g BERM MATERIAL PER SOILS FOREBAY BOTTOM Z o y CLAY LINER �F, SLOPE PER PLAN SLOPED 1% TO PIPE INV D W �L ENTIRE PRIMARY SEE CUT-THROUGH SLOPE 1% MIN TO OUTLET JP� TOG95%RREQUIRED AND M(PERION INLET" z ►� LLU U) BOTTOM IS BSM DETAIL THIS SHEET INDEX MAP m W w J AASHTO T180). BSM LENS PROVIDE TRASH PROVIDE TRASH POND FOREBAY 1"=250' POND #4 D �_ Z w o RACK & RIP RACK ® INLET Cn < CLAY LINER AS SPECIFIED W GRgNco p R W a 0 BSM RAP ® OUTLET A m M Z w � (FOREBAY ONLY) FOREBAY PRIMARY CUT-THROUGH DETAIL D RAPIDS DR. o VARIES, EXCAVATE MIN 2' INTO -NTS- POND #3 Cn w J FREE DRAINING MATERIAL. BIORETENTION SOIL MIX SPECIFICATIONS POND #5 V w BACKFILL W/ CLEAN 6 PIT RUN 60% SAND ALLEY OR BSM 20% SANDY LOAM (SILT, SAND, CLAY) ACROSS BERM 20% COMPOST NON-WOVEN 2' MIN TYPICAL POND SECTION GEOTEXTILE FABRIC 2' MIN NOTE: 2' 2' OVERLAP -NTS- NOTE: BSM MUST BE IN CONFORMANCE TYPE 1 MATERIAL PER 10 OVERLAP S�ONAL F EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED 3'C�?A-A ISPWC SECTION 206.2.E S NG GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER WITH ACHD SECTION 8200, APPENDIX F. 5. TO W REDWOOD CREEK G\STF ON-SITE. PROVIDE METAL END SECTION =Np & 2050.2.2. INSTALL 2' 6' 2' DR. p PER ISPWC 206.3.2.A.1. Q- O BIORETENTION SOIL MIX SPECIFICATIONS W/ TRASH RACK & RIP RAP Q POND #2 Q 01/28/2020 60% SAND NOTE: AT INLET TO POND FOREBAY - o '�-'.7V 6" 8" TYP ��` 17882 I 20% SANDY LOAM (SILT, SAND, CLAY) THE INFILTRATION RATE OF THE CLAY 9NQ INLET TO POND PRIMARY i - POND #1 (P 20% COMPOST LINER MUST NOT EXCEED 0.5"/ HR. BASINS [REFER TO ACHD SD-628 W/ RIPRAP OPTION] - o - =I Ir OF \ NOTE: FOREBAY OVERFLOW CHANNEL - - �/N S. 1. DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH THE SEEPAGE TRENCHES FOR WATER LINES, UNDERGROUND POWER LINES, GAS LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED IN 6" 1 SCH 80 WATER CLASS PIPE THROUGH SEEPAGE TRENCHES. THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE SECTION 8" ANGULAR STONE RIPRAP DETERMINED BY THE ENGINEER. NOT TO SCALE (8" MIN THICKNESS) CHECKED BY: DAVID A. BAILEY P.E. 2. GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER THAN INDICATED ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE DRAWN BY: ENGINEER IMMEDIATELY FOR REDESIGN BETWEEN GROUNDWATER AND THE POND BOTTOM. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. ARMORED SPILL CHANNEL SECTION KSC NO BEDROCK WAS ENCOUNTERED IN ANY OF THE TEST PITS. REFER TO GEOTECHNICAL REPORTS PREPARED BY SITE CONSULTING, LLC DATED MARCH 7, 2019 AND THE UPDATED GROUND WATER MONITORING REPORT DATED JULY 24, 2019; AUGUST 16, 2019; SEPTEMBER 12, 2019 AND OCTOBER 23, 2019. NOT TO SCALE 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. THE ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER (4"/HOUR), CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 5. EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER ON-SITE. TO FOREBAY TO PRIMARY FROM FOREBAY TO PRIMARY F n DRAINAGE SDMH INV IN SDMH SDMH INV OUT PIPE LENGTH/SLOPE INV ® FOREBAY INV OUT PIPE LENGTH/SLOPE INV ® PRIMARY INV ® PIPE CAP PIPE LENGTH/SLOPE INV 0 PIPE CAP N RIM ELEV SUMP ELEV (TO FOREBAY) [SDMH TO FOREBAY] (TO PRIMARY) [SDMH TO PRIMARY] [IN FOREBAY] [THROUGH BERM] [IN PRIMARY] o 1 2514.44 15 2516.44 2512.44 2514.44 15 8 LF 15 SDR-35 ® 0.50% 2514.40 15 2514.94 12 17 LF 12 SDR-35 02.94% 2514.44 12 2514.20 12 LF 12 SDR-35 ® 0.33% 2514.16 2 2517.95 12 2519.95 2515.95 2517.95 12 7 LF 12 SDR-35 0 0.50% 2517.92 12 2518.45 12 11 LF 12 SDR-35 0 4.55% 2517.95 12 2517.72 12 LF 12 SDR-35 0 0.33% 2517.68 w a 3 N/A N/A N/A N/A N/A 2519.13 12" N/A N/A N/A 2518.94 13 LF 12" SDR-35 ® 0.31% 2518.90 j 4 2517.60 12" 2519.60 2515.60 2517.60 12" 5 LF 12" SDR-35 ® 0.50% 2517.57 12" 2518.10 12" 14 LF 12" SDR-35 ® 3.57% 2517.60 12" 2517.37 12 LF 12" SDR-35 ® 0.33% 2517.33 W � z 5 2517.45 12" 2519.06 2515.45 2517.45 12" 21 LF 12" SDR-35 0 0.50% 2517.34 12" N/A N/A N/A 2517.10 12 LF 12" SDR-35 0 0.33% 2517.0E BERM: 2519.06 0 J� POND 4 PRIMARY T V100: 4,140 111 180'' - _ _ _ CAPACITY: 4,159 FT^3 ° N'TOP OF BANK: 2519.56 0 20' N 100-YR HW LINE: 2519.06 POND 2 FOREBAY BOTTOM OF POND: 2517.0E W POND 1 FOREBAY a - '� �HIGHEST BSM LENS AREA: 1,390 111 V100: 810 1 V100: 407 111 rn GW ELEV:2516.1 CAPACITY: 844 FT^3 /� �- CAPACITY: 613 1 POND 4 FOREBAY I , I TOP OF BANK: 2516.6E �j I I TOP OF BANK: 2519.92 V100: 460 FT 3 74 NI 100-YR HW LINE: 2516.16 \ 100-YR HW LINE: 2519.42 I I POND 3 PRIMARY CAPACITY: 476 BOTTOM: 2514.20 - 2514.40 0 V100: 1,780 FT 3 IIII n TOP OF BANK: 2519.5E N a I I CAPACITY: 1,981 FT�3 - - �tll -I - - 100-YR HW LINE: 2519.0E a N LO TOP OF BANK: 2521.11 IIII I I BOTTOM: 2517.10 - 2517.30 85' - N IIII `v /_s I 100-YR HW LINE: 2520.61 III�ZFj20s BOTTOM OF POND: 2518.61 --__ - BSM LENS AREA: 547 FT 2 INFILTRATION BASIN 4 ° ° �•• ° HIGHEST GW ELEV:2516.1 PLAN VIEW a ° III ° a ills I I � I 0 ° °° 1 20' I ° �-/ m cv a „= IIII h�l a Q IIDILO W I to a (n N s I 1 I ' s // // I 32' z N - 11 11 I / 8 0 T 4 BERM: 2516.1E to IN a POND 5 FOREBAY N LO Q W II N N I V100: 417 FT-3 s CAPACITY: 542 1 I1 V I I TOP OF BANK: 2519.5E - - - - - - - 67' - I 0 100-YR HW LINE: 2519.06 BERM: 2519.42 -- I BOTTOM: 2517.10 - 2517.30 I I 3 \ I N ICIO a I I q w L0 _ N I1 I1 u� BERM: 2520.61 Ns o I 20 CIO CID Ld (�q I I I Y N LO °° N a L °4Q ° � INi I � N `O II ,,- a7 00if) I a 00 llX 11 I ° R) 0 w -POND 5 PRIMARY 1 I i ° V100: 3,7541 j � - 100 CAPACITY: HW 4LIN E: F 5 9.06 � \ BERM: 2519.0E � i ° TOP OF BANK: 2519.5E 0 a o INFILTRATION BASIN 5 s ,BOTTOMBSM OF APOND:1 1 257.06 Z POND 1 PRIMARY POND 2 PRIMARY i� / / a PI PLAN VIEW HIGHEST GW ELEV:2516.1 V100: 3,664 FT-3 FT 3 �� -- „ , V100: 7,294 CAPACITY: 7,394 FT-3 p�- CAPACITY: 4,907 1 / �� / POND 3 FOREBAY 1 =20 V TOP OF BANK: 2516.66 TOP OF BANK: 2519.92 V100: 198 100-YR HW LINE: 2519.42 FT�3 100-YR HW LINE: 2516.1E -- BOTTOM OF POND: 2517.42 CAPACITY: 543 1Plans Are Accepted For Public BOTTOM OF POND: 2514.1E - TOP OF BANK: 2521.11 BSM LENS AREA: 2,900 111 BSM LENS AREA: 1,781 FT-2 100-YR HW LINE: 2520.61 Street Construction DATE: HIGHEST GW ELEV:2513.2 HIGHEST GW ELEV:2516.4 BOTTOM: 2518.65 - 2518.85 01-28-2020 20 0 10 20 40 By stamping and signing the improvement plans, the Registered PROJECT' Engineer ensures the District that the plans conform to all District PROJECT: INFILTRATION BASIN 1 INFILTRATION BASIN 2 INFILTRATION BASIN 3 policies and standards. variances Di waivers must . c e Acceptance SCALE IN FEET ly and previously approved by the District in writing. Acceptance SHEET PLAN VIEW PLAN VIEW PLAN VIEW 1 " = 20' of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. 1 "=20' 1 "=20' 1 "=20' BY DATE: ADA COUNTY HIGHWAY DISTRICT C � U �F Q 0 U / KEYNOTES MENEMOct 11-1/4' BEND (MJ) PLA1Eq 0 NOT USED. __ C3 w T� U CREEK DR. ■ Z I / / / / / 3O NOT USED. y Z I O� / ® 8"x8"x8" TEE (FLG) G) / D 2— 8" VALVES (MJxFLG) _ It / / / C!,/ 1— 8' ADAPTOR (MJxFLG) '� a D O REMOVE EXISTING BLOCK—OUT AND = C3 N CONNECT TO EXISTING SEWER W Z MANHOLE. CONTRACTOR TO FIELD / INDEX MAP v VERIFY INVERT ELEVATION. W CONSTRUCT 10 /L / O / / / w W 8 WATER MAIN/ / / / / / / / / 1 =250 0 © REMOVE EXISTING BLOW—OFF ASSEMBLY — Z w o AND CONNECT TO EXISTING 8" WATER ■E QONSTRUCT 198 Lll� / O / / / / W GRAND RAPID s DR. MAIN. CONTRACTOR TO FIELD—VERIFY LOCATION & ELEVATION OF EXISTING 8" WATER MAIN / I yj aco 4" El ±2512.0 / / / / O / / / / WATER MAIN. _j U o / / / / _ LU ALLEY O CONST. 12 LF. 6" WATER MAIN rn - W J/ � 4" El t2512.2 � / � / � / O / / 6"x8"x6" TEE VALVE (MJxFLG) JxFLG) _ — /- / FIRE HYDRANT [MERIDIAN W8] S w w�" � W a b a ��� � � J/ / 4" El t2512.3 // / l l L / / W REDWOOD ® INSTALL 2" BLOWOFF ASSEMBLY PER #1 �S CREEK ANAL r / / 4" El ±2512.5 / / / CONSTRUCT 85 LF DR MERIDIAN W13 [FUTURE WATER MAIN �S\ F / O° �� �' ° �' EX SSMH A-1 / EXTENSION] �� G�STER 21 S S/ 6 = P/ �` / \ a ° L `Q / / 8 WATER MAIN O CONST. 'T'—TYPE CLEAN—OUT PER QUO 1/28/20 0� �� 1 \` _TE 4+ 43'L9 MERIDIAN S1. Q CREE " ° El 2513.68 / / CONTRACTOR TO FIELD VERIFY ,1'Gl�8 N O D \ � — I 2+93.52 ® LOCATION AND PROPER, WORKING I S� \ R; a J / 4" 44'L CONDITION OF EXISTING WATER SERVICE. 9TF S _ �� a a /14 El 2513.92 �FV O F ` ` ` \� \S ri ` � -�` ° 11 CONTRACTOR ELEVATION FIE A PROPER, FIELD VERIFY /N r"�' S. GANDER CREEK / / 0 ° LOCATION,° S ,� ° / WORKING CONDITION OF EXISTING SEWER SOUTH SUBDIVISION 4" El ±2511.6 ° / , ° ° SERVICE. NO. 1 [EXISTING] I / / a a s 5 4 CHECKED BY: / • / CHK . \� o © POTABLE/NON-POTABLE MAIN DAV E BAILEY P.E. C CROSSING. REFER TO WATER NOTE 2 - DRAWN BY: SEE COVER SHEET 1.0 _ / / 97. 8 p o g KSC POTABLE/NON—POTABLE SERVICE VCt ' 4� + o © CROSSING. REFER TO WATER NOTE 3 — I I l 9 s ^�/ SEE COVER SHEET 1.0 9 FUTURE PHASE GANDER CREEK SUBDIVISION CONSTRUC-T 46 LF / SSCO A-1 8 WATER MAIN — CONSTRUCT 34 LF / /i r- - - - - - , 0-) Z 8" WATER MAIN / / o CONSTRUCT 322 LFa It 8" WATER MAIN I 1 w 3 I o — — SSMH B-1 / / 30 0 15 30 60 N Q - - - - - - - - - - - -� 3 001 ° / / o SEWER LINE B / / SCALE IN FEET � Z SEE SHEET 5.2 1"=30' W N J 252 2529 — WATER METER LEGEND (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 O & W5)00 O LOCATION PER MERIDIAN SD—W9 IF METER SHARES LOT W pp W N (p LINE WITH FIRE HYDRANT. 252 LO 2 0 526 3/4" DOUBLE METER SERVICE � � N M � WITH 3/4" METER SETTERS Z Q p N p p I o N 04 3/4" SINGLE METER SERVICE O = O H N N + � WITH 3/4" METER SETTER + � Z Z M N O SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SID V) 0 - - 0 ~ :� Z SW-3. 252 w Z_ Z_ Z FINAL GRADE 2523 NOTE: THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS > 0 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. NOTE: Z 0 j _ ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, m CONSTRUCTED PER ISPWC SD-501. 252 EXISTING GRADE 2520 < D W THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 4" P IRR CROSS114G FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF [8" C-900 SLEEVE MANHOLE. I ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC I SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. — ao 2517 2517 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS F-- W 8" WATER MAIN 200 (SDR-21) PIPE. SEE WATER NOTE 3. II BENCH MARKS 69 TBM O W TBM #1 — 2520.36 — EXISTING SEWER MANHOLE 2514 I 2514 INTERSECTION OF GLASSFORD AVE & PLATEAU CREEK AVE. SEE V / SHEET 5.1 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 RECORD DRAWINGS]. TBM #2 — 2517.82 — EX SSMH F-1. INTERSECTION OF WOOLEY W \ CREEK AVE & GRAND RAPIDS DR. /p 251 2511 SEE SHEET 5.6 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 W RECORD DRAWINGS] �y � L.L 1 I I II U II 0 II 250 2508 Q B IDIAN APPROVED FOR W W i�wNo e CONSTRUCTION 0 II Z These plans and/or specifications have been reviewed for / Z 250 2505 compliance with Meridian City Standards and Specifications. Q 03 LF C—C) This review does not relieve the owner, engineer, or contractor Ld U of the responsibility to design and/or construct those facilities ' ^ V in compliance with all current applicable federal, state and local v , laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE' 250 2502 the right to enforce. Inconsistencies not noted by City staff shall 01-28-2020 not be construed as approved unless specifically addressed PROJECT' SEWER LINE A RO EI LE in writing by the City. Any proposed revision to these plans must C2018-007 be submitted for review and compliance with the Meridian City SHEET H R: 1 = be and Specifications before said revision is constructed. 249a V 11 ER: 1 499 2 Name Date 5t +80 2+10 2+40 2+70 3+00 3+ 20 • ■ C� Q oM 1 � KEYNOTES = Q °° Oct � � 10 11-1/4' BEND (MJ) co 0 r N � T 20 NOT USED. w .�= J co 3ONOT NOT USED. Z ® 8"x8"x8" TEE (FLG) Q� 2- 8" VALVES (MJxFLG) 1- 8" ADAPTOR (MJxFLG) a o O CONST. 12 LF. 6" WATER MAIN N 8"x8"x6" TEE (MJxMJxFLG) W Z W 6" VALVE (MJxFLG) FIRE HYDRANT [MERIDIAN W8] W � W w © INSTALL 2" BLOWOFF ASSEMBLY PER Z I BLOCK �II 4° MERIDIAN W13 [FUTURE WATER MAIN (�I I I I I I I I I / 4 / EXTENSION] M W a M co I I I I I I I I I I I I I I Q NOT USED. .j C o NOT USED. J / FUTURE PHASE O c� GANDER CREEK V w 09 CONST. 'T'-TYPE CLEAN-OUT PER I / ° 6 SUBDIVISION MERIDIAN S1. � � � �� / I I I I I I I I I I I I I II S EEWE LINE � / CONSTROUCT 46 LF II II OII II O OOOOI 9 SSCO B-4 POTABL E NON-POTABL E MAIN CONSTRUCT 85 LF SHEET 5 CROSSING. REFER TO WATER N OTE 2 - 8" WATER MAIN SEE COVER SHEET 1.08" WATER MAIN CO RCT 58 LF QO SS���\NsATLF RFN Gj ON �,YATER MAIN SN -POTABLE SERVICE U � 8" WATERI MAIN CROSSING. REFER TO WATER NOTE 3 - Q1/28/202e �CONSTRUCT 34 LF I I II II I0$ STRUCT 6 AF s SEE COVER SHEET 1.0 8" WATER MAIN 82 WATER MIN 5.0' 7+42.04 (P 0 SSMH 2 3+65.33 4+08.04 4+48.04 4+83.04 5+28.04 5+73.49 • s 4" 28'R 9 G / v 2+91.92 6+00.96 i ° El 2511.92 T 4" 38'L / / 4" 38'L 4" 39'L 4" 38'L 4 39'L 4" 39'L 4" 39'L F OF \ Q) / 4 El 2513.85 I I El 2513.66 I I El 2513.47 I I El 2513.31 I I El 2512.93 I I El 2512.291 I 4" 38'L I / N S. C�P� El 251385- � L - - - �- - -� L - -t- - -j - -t- - -j L -r - - J L - -i- - L L - - -� L LEI 2512.01 ° / ` a° r r 1 I CONSTRUCT 81 LF WATER METER LEGEND 8 WATER MAIN (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 CHECKED BY: CONSTRUCT 19§ LF o °� a° al I I I° I „ a / / & W5) DAVID A. BAILEY P.E. O 8" WATER /1vIAl 8" - 5 8 PVC (�0.40% LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT DRAWN BY: ' ' / KSC r • rI • • I • r • ° a r or ► 0 / + PVC` r I r `n • r r I r • I rrr /7 / 6+97.96 LINE WITH FIRE HYDRANT. 1 , 04oq 16�- - 11 0 1 1 N . M � ICAL CREEK A ' 1 11 � _ ' ,'\ 4" 28'R - o _ _ _ _ I SSMH B 2 I 5 I 1 / • 3/4" DOUBLE METER SERVICE o � - � - o �- - - -I - I r rriv r a / El 2511.91 _ _ v I •�Jr��r r r+-T� • o • J •�II WITH 3/4" METER SETTER S 8 IPVC @0.40% FUTURE PHASE 3/4" SINGLE METER SERVICE GANDER CREEK WITH 3/4" METER SETTER167° J ®Q.4 + 0 SUBDIVISION SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD ° a SW-3. a � v 2+4 57 - � `A - - - i i - + - - _ ° 1 �� ° SSMH B-3 NOTE: f F_ F_ � F_ - - - - - F_ I- / THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS Q / 4" 28'R I I 2+85.92 I 3+21.33 3+59.33 I 3+97.33 4+35.33 I 4+73.33 I 15+11.33 I 1 5+49.33 I 1 5+81.94 r_ _ AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. El 2513.58 4" 29'R 4" 29'R 4" 29'R 4" 29'R 4" 29'R 4" 29'R 4" 29'R 4" 29'R 4" 29'R I / NOTE: zo SEWS / I I El 2513.64 I I El 2513.69 I I El 2513.68 I I El 2513.51 I I El 2513.33 I I El 2513.15 I I EI 2512.97 I I EI 2512.43 I I El 2511.97 SEE SH LINE A v /EX SSMH A�1 I I I I I I I I i ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, F CONSTRUCT 30 LF CONSTRUCTED PER ISPWC SD-501. n I rx T 5. / I I I 8" WATER MAIN N 0 // I I I I I I I I I I I I I I I I I SEWER 1 THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED o LINE FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF I I I I I I I I I I I I I I I I I SEE C CONSTRUCT 127 LF o O I O I I O I I O I I O I I O I I O I I I I I SHEET 5.3 MANHOLE. 8" WATER MAIN W Q I I I I I ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC N o SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. La j I I I I I I I *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 0:: z I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 200 (SDR-21) PIPE. SEE WATER NOTE 3. I I I I I I I I I BENCH MARKS 6M TBM W N �,I� I I I I I TBM #1 - 2520.36 - EXISTING SEWER MANHOLE - j 10 30 0 15 30 60 INTERSECTION OF GLASSFORD AVE & PLATEAU CREEK AVE. SEE SHEET 5.1 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 • SCALE IN FEET RECORD DRAWINGS]. LL O 1"=30' TBM #2 - 2517.82 - EX SSMH F-1. INTERSECTION OF WOOLEY O Z CREEK AVE & GRAND RAPIDS DR. W 252 2529 RSEE ECORD SHEET 5.6 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 z p (/)00 000 W N o0 0 //'► 252 to °' '� z 2526 � L<7 In � 00O LO 00 O 00 00 00 pLA 0 = O " In Lo m + • :V M 00 II 00 00 O U CREEK D � p ON N N ZO NO OLO O co co n //y�y�� NN .. OZ Z (NFa-- • ZZ m � • NH O 'I � � � 1*0LoL z W 252 WN zzz - X: 6 - o + + � •• m+ � F_ 2523 Q - - FINAL GRADE Q N = CD N Z Z � J NN ZZ H (nHm » 0 �QN > r n VJ (n (n (n � Z Z NIj � Z 0M 1..� INDEX MAP D N D 1"=250' 252 - - - _-- -- --- - -- ---- --- - -- - _- - 2520 �' I ' I W GRAND EXISTING GRADE y fps DR. I 6 P-IRR MAIN ALLEY W O II 2517 I I Al 0" 0i-900 2517 ~ v) 1 I 811 WATER MAIN - Q I _ Y I z C0 W REDWOOD CREEK DR. W II 251 I I 8" WATER MAIN 2514 W � V 0� U II O II 251 j I I 2511 � �+ � W C���VIB IAN APPROVED FOR W - '���� CONSTRUCTION These plans and/or specifications have been reviewed for Z 250 I I 2508 compliance with Meridian City Standards and Specifications. W Q This review does not relieve the owner, engineer, or contractor �e� ' 7 LF(99 L 8" PV 00.40% of the responsibility to design and/or construct those facilities / ) V 68 LF 8" P C 00.41% F -C) in compliance with all current applicable federal, state and local �/ (72 L C-C) laws, rules, regulations, ordinances, development agreements, 326 LF " PVC ®0. % specifications, orders or approvals, all of which the City retains DATE: 250 I 33 LF C-C the right to enforce. Inconsistencies not noted by City staff shall 01-28-2020 LF " 2505 not be construed as approved unless specifically addressed PROJECT: U 63 LF C C in writing by the City. Any proposed revision to these plans must C2018-007 SEWER LINE B P R 0 I LE be submitted for review and compliance with the Meridian City SHEET H 0 R: 1 =3 0' Standards and Specifications before said revision is constructed. 250 V E R: 1 =3' 22502 Name Date5o2 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 Q O U KEYNOTES = CIO aITC O 11-1/4' BEND (MJ) o PLATE 20 NOT USED. _ (� w . ■ Z NOT USED. Z 8"x8"x8" TEE (FLG) Z 2— 8" VALVES (MJxFLG)1— 8" ADAPTOR (MJxFLG) .� O CONST. 12 LF. 6" WATER MAIN = N z 8"x8"x6" TEE (MJxMJxFLG) Z m 6" VALVE (MJxFLG) W U) INDEX MAP v FIRE HYDRANT [MERIDIAN W8] Uj W w O 1"=250' 0 6 POTABLE/NON—POTABLE MAIN Z w o CROSSING. REFER TO WATER NOTE 2 — MEMO!! W GRAND RAPIDS . SEE COVER SHEET 1.0 DR Z w co D �— co (DPOTABLE/NON—POTABLE SERVICE a00 CROSSING. REFER TO WATER NOTE 3 — J U) o ALLEY SEE COVER SHEET 1.0 /jam V W 22 W 1 REDWOOD CREEK DR F _ CONSTRUCT 106 LF L — • WATER METER LEGEND ��.SS�pNAL JI �srE '9 WATER MAIN — — (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 p �G i & W5) Q- 01/281 020� _ _ _ _ CONSTRUCT 127 LF LOCATION PER MERIDIAN SD—W9 IF METER SHARES LOT Q Q 1 8" WATER MAIN LINE WITH FIRE HYDRANT. N,�" 37 [ f SEWER LINE D _ I 11 3/4" DOUBLE METER SERVICE WITH 3 4 METER SETTERS /T F OF SEE SHEET 5.4 TT. II 1 CONSTRUCT 30 LF / F" N S. C— — — — — — — — — — — — J . 1 8" WATER MAIN SRL/ 3/4" SINGLE METER SERVICEWITH 3/4" METER SETTER — � � - - - — — — — — — — — — SEE SNEETE 5.2 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SID CHECKED BY: — -- --_ " 12 CONSTRUCT 58 LF 8O SW-3. DAVID A. BAILEY P.E. ----- -_ 8" WATER MAIN L.QIEL DRAWN BY: THE CITY OF MERIDIAN— — — — — — — — _ 1 ° 14 L CONSTRUCT 81 LF _ AND WATERWORKS BRASS BEIRANSI/NSFA61L CERTIFIED. WATER KSC ,III \ WATER MAIN ° NOTE: CONSTRUCT 211 LF in r "— 6 6 r a O ALL SEWER MANHOLES ARE TO BE 48' INNER DIAMETER, 8" WATER MAIN 4 6 Lo W GRAN-D-_ AA Pf I D� _D R_ r—"� 4 CONSTRUCTED PER ISPWC SD-501. r \ 35 I } 77� — _ THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED SSMH D— i �� T" . st�PVC — ' g° FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF I ® 50 — r m N MANHOLE. ° 4 4 - - f �n CONSTRUCT 46 LF 9 4I ° I ° aI a 4 �• � � 5 00 ' ° ° a I Z ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC — — — — 8" WATER MAIN — i 7 4 --T-- --T _ I -�� N ' �� SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. T��� — — i 7 I _ I 7 _0 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS z LD — — — — — — — — — — — — 3+71.74 I 3+43.51 3+03.21 i ?�� a 1 � 200 (SDR-21) PIPE. SEE WATER NOTE 3. 5 a I I 1 4" 29'L 4" 26'L 4" 23'L 2+57.67 I d O I EI 2513.95 EI 2513.77 EI 2513.51 4" 23'L • I 1 �1 El 2513.21 2+16.50 BENCH MARKS 6I TBM w I I I I I 4' 27'L SSMH C-1 i TBM #1 — 2520.36 — EXISTING SEWER MANHOLE — I (`SEWER LINE D El 2512.94 I II I I � INTERSECTION OF GLASSFORD AVE & PLATEAU CREEK AVE. SEE p Uj SEE SHEET 5.4 I �I SSMH B-3 SHEET 5.1 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 N o I FUTURE PHASE GANDER CREEK RECORD DRAWINGS]. I I SUBDIVISION [FUTURE LOT LINES I � w o 1 II I O�I I SHOWN FOR REFERENCE ONLY] TBM #2 — 2517.82 — EX SSMH F-1. INTERSECTION OF WOOLEY Q: z II I I CREEK AVE & GRAND RAPIDS DR. i SEE SHEET 5.6 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 RECORD DRAWINGS] J LIJ ^ ' 30 0 15 30 60 `v SCALE IN FEET LL 1"=30' O O z 252 2529 Z _O 252 2526 0Cq — 00 00 Lq Z 0 M O 0 04 coo N p O O N 252 + (N + I �' °' �' �' " 2523 Q N HM N = � N Z Z D I N FINAL GRADE N >> > V J 252 2520 = _ _ __ _ — — — — — — — — — — — —— I— W EXISTING GRADE W O 2517 2517 8" WATER MAIN Y W 251 2514 W 0� U 251 �68 p 2511 �C ® S C�i'VLB IDIAN APPROVED FOR LI J W oq CONSTRUCTION 0 These plans and/or specifications have been reviewed for Z 250 2508 compliance with Meridian City Standards and Specifications. W Q This review does not relieve the owner, engineer, or contractor I of the responsibility to design and/or construct those facilities ' ^ V in compliance with all current applicable federal, state and local v , laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE' 250 2505 the right to enforce. Inconsistencies not noted by City staff shall 01-28-2020 not be construed as approved unless specifically addressed PROJECT' in writing by the City. Any proposed revision to these plans must C2018-007 SEWER LINE C PROFILE be submitted for review and compliance with the Meridian City SHEET HOR: 1 "=30' Standards and Specifications before said revision is constructed. VER: 1 "=3' Name Date 5o3 25 +90 3+60 3+30 3+00 2+70 2+40 2+10 1 +80 1 +5b502 KEYNOTES V M FUTURE PHASE _ 01 11-1/4' BEND (MJ) © CONST. 12 LF. 6" WATER MAIN O 8" CROSSS (FLG) ® CONTRACTOR TO FIELD VERIFY LOCATION, GANDER CREEK 8"x8"x6" TEE (MJxMJxFLG) 3- 8" VALVES (MJxFLG) ELEVATION AND PROPER, WORKING CONDITION OctQ 5 02 22-1/2° BEND (MJ) 6" VALVE (MJxFLG) 1- 8" ADAPTOR (MJxFLG) OF EXISTING SEWER SERVICE. 8 SUBDIVISION V N T FIRE HYDRANT [MERIDIAN W8] ® NOT USED. © POTABLE/NON-POTABLE MAIN SSMH D-6 = C'3 w 03 45° BEND (MJ) -- __ ■s, Z 70 REMOVE EXISTING BLOW-OFF ASSEMBLY CROSSING. REFER TO WATER NOTE 2 - AND CONNECT TO EXISTING 8" WATER 11 NOT USED. SEE COVER SHEET 1.0 - L Z ® NOT USED. MAIN. CONTRACTOR TO FIELD-VERIFY ��i9 3 POTABLE/NON-POTABLE SERVICE 9+03.27 LOCATION & ELEVATION OF EXISTING NOT USED. , 0 8"x8"x8" TEE (FLG) WATER MAIN. CROSSING. REFER TO WATER NOTE 3 - 4 37 L � 9 p0 2- 8" VALVES (MJxFLG) © SEE COVER SHEET 1.0 El 2513.07 6' - _ �__ I ■s, a 1- 8" ADAPTOR (MJxFLG) ® INSTALL 2" BLOWOFF ASSEMBLY PER CONNECT TOEXISTING MANHOLE. CONSTRUCT 36 LF I a - MERIDIAN W13 [FUTURE WATER MAIN CONTRACTOR TO FIELD VERIFY INVERT 8" WATER MAIN w EXTENSION] ELEVATION. \ - -- -- -- -- -- -- -- -- �� \ W c� U) I I I I I 1 - - - - - - - - - - - - -� T - - - - - - - - - - - - - - � 1 ° �' U \ \ z W o \ - X BL 0 CK 9 8+63.31 I I W I� 00 rn O N I r� I 1 4" 441E L II \ \ C'3 U) Z H M O I i O I I O I I O i � O 1 I O I II N � SEWER LINE C O I I O El 2512.98 II�� ° �_ CONSTRUCT 41 LF � W a I I I I I I SEE SHEET 5.3 I CONSTRUCT 106 LF CIO I I 1 CONSTRUCT 66 LF - _ ` " � o CONSTRl1J 119 LF CONSTI U T 211 LF I I " » 8 WATER MAIN . I I _ _ _ _ _ _ _ _ w 8 WATER MAIN J L - - - - - - - - -8 WATER MAINS a CONSTRUCT 29 LF CONSTRUCT 84 LF w / I I 8" V1�A EFL MAIN 1 I I I 8'1 AtER MAIN I I I I I ° - - - - - - - - 1 \ c� 8" WATER MAIN w M - - / Q 8„ WATER MAIN \ \ V a 12+70.12 1 1 2+96.80 1 1 3+40.80 1 1 3+82.43 1 I BL OCK V a 8 \ / � 1 2+49.74 4" 391E I 4" 381E 1 4" 381E 1 1 4" 381E I I I I I I a __ _ o 1 1 CONSTRUCT 248 LFO CONSTRUCT 18 LF ' cAw v • \ \ / CONSTRUCT 42 LF 1 1 4" 361E AEI 251 T.96 J �Elt 512.82 J AEI 22.59 El 251r - - / El 2513.07 - 8" WATER MAIN 8 WATER MAIN -r `nI S\ANAL 8" WATER MAIN �� 2 ; i I ' , CONSTRUCT 3 LF 0 ' VV \ \ ��S G\STFR c�ti 2+28.00 _ v° _ / 4" 431E \ a v a - - - - - - a •- ' - o \ Q � � 8 WATER MAIN SSF 0 � � \ \,€I 2513.28> 2 I I ° - I I mi SS H a a a v° ° 4 v III a ° a 8 Gk_ �� - \ \ v I I 9 Iv : - r o1i28i2o2o / 18{ 8 2 \ S r • • r • • • - -r 2 _ °IIII \ Niy .ft 2+09.00 \ � . G L A S SF 0 R D WA;Y _ 110'', 5 6 o iiii 1 SSMH D-5 \ 4 421 o - T - - - I- - _ uu i - - 1 _ N . GLASSFORD IIIWAY_ � �F �F __EI 2513.38 �` a •-L��•- �s s--�-h • •T�s101 o • • un -.�-s • o - - • • • • • - - - - o �6 • I� ��N S. 0- o - 156° 18 PVC ®0.40% I I uu - » -�•�-• s-ems • s LO 8 PVC @0.40% I v / � ♦ � �` ♦ a a - I I � I IIII - - - - - - - - °// `� • ° ° ° a . "- _ - CHECKED BY: 3 DAVID A. BAILEY P.E. I I I I I 'b � DRAWN BY: CONSTRUCT 30 LF -� �` ;- - ;- - I I a I L6 { i I =; a KSC 8" WATER MAIN I I / 2+81.44 3+31.43 3+76.43 4+16.43 4+88.63 5+40.82 6+02.82 6+64.82 I / 4" 28'R 1 1 4" 28'R 1 1 4" 29'R 1 1 4" 29'R I 1 4» 28'R 4„ 28'R 4„ 28'R 1 I 4" 28,R 1 SSMH D-4 El 2512.70 I I El 2512.44 El 2512.20 I I El 2511.46 I I El 2512.00 I I El 2512.71 I I El 2513.07 1 I El 2513.43 1 8" PVC ®0.40% I I I I I I I I I I I I 1 I SEA SNP � I ° I SSMH D-2 I I I I I I ° I I I 1 1 1 1 1 CONSTRUCT 113 LF SSE 8" PVC 00.41% " 4" El t2513.1 � _I __ I I I I I I I I I 1 8 WATER MAIN ®__- j I EX SSMH D-1 CONSTRUCT 21 LF I I I I I I 1 CONSTRUCT 6 1 LF 8" WATER MAIN i i 1 1 I - - - - - II " II II 8" WATER CIA N 1 1 1 i i i PLA�Au I II CREEK pR' Z 30 0 15 30 60 0 - - - - - - - - - - 6 I I I I I I I I I I I I a I Z I I I I I I I I I I I I I I I D 1 1 SCALE IN FEET � W 4" El f2512.9 --- v ' 5'' II ° I 1 1 1 1 I I 1 v I I 1 1 =30 D 10 I I I I I I I I I I I ° 1 BLOCK 1 1 5 C� INDEX MAP L - - - - - - a B IDIAN APPROVED FOR N N " I < IDANO CONSTRUCTION 1 =250 o w "' Z - - - I I P' P, WATER METER LEGEND NOTE: BENCH MARKS 0 TBM These plans and/or specifications have been reviewed for D ND RAPIDS DR. CONSTRUCT 89 LF I _ PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS TBM #1 - 2520.36 - EXISTING SEWER MANHOLE - comp( liance with Meridian City Standards and Specifications. 8" WATER MAIN I a _I _ " � - - - AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. INTERSECTION OF GLASSFORD AVE & PLATEAU CREEK AVE. SEE W I ° 1 & W5) This review does not relieve the owner, engineer, or contractor n LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT SHEET 5.1 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 LLEY V O 4" El ±2512.2 I i 14 I NOTE: of the responsibility to design and/or construct those facilities ®I I I I LINE WITH FIRE HYDRANT. RECORD DRAWINGS]. ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, in compliance with all current applicable federal, state and local _ I I I CONSTRUCTED PER ISPWC SD-501. laws, rules, regulations, ordinances, development agreements, 3/4" DOUBLE METER SERVICE TBM #2 - 2517.82 - EX SSMH F-1. INTERSECTION OF WOOLEY specifications, orders or approvals, all of which the City retains O GANDER CREEK WITH 3/4" METER SETTERS THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED CREEK AVE & GRAND RAPIDS DR. the right to enforce. Inconsistencies not noted b Citystaff shall - -_ �-- �OUTH SUBDIVISION � 3/4" SINGLE METER SERVICE FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF SEE SHEET 5.6 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 g y W REDWOOD O Z - - �- WITH 3/4" METER SETTER MANHOLE. not be construed as approved unless specifically addressed CREEK DR W �- - NO. 1 EXISTING RECORD DRAWINGS] in writingb the City. An proposed revision to these plans must � - 17 4 3 , . I [EXISTING] SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD y y p p _ ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC be submitted for review and compliance with the Meridian City SW-3' SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. Standards and Specifications before said revision is constructed. n I I O *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS I I I I a I 200 (SDR-21) PIPE. SEE WATER NOTE 3. Name Date O b VJ 252 2529 0 > 0 W0 - Z ° j U W 0° z z252 Z z QW00, 0 O CV 0) N 00 0 00 a0 00 00 0 � J = LO0 � ^ �00O r, ri0 Z00 nrn Op 0)O N NeNO O 0 0 rn � O OUS LON M O � 0000 ON N00 � LDO0 I4 � NONN I 0, ,n N � O H �V) z252 NO � + NNZ >> >> > N � r, ZO r- N 2523 Li 0) Nz 0 //yy W Wcn cncn � _ - N � ZZ _ _ - - > >n FINAL GRADE N � ZZ LnNN - - N � Z Z L WL O 252 ---- - ---- 2520 ~ v) II - - - - - -- - - - - - -- - - -- -- - -- - - - - - - - - - - - - -- - - -- - - --- - - - - - - - - - - - - -- - - - - EXISTING GRADE W 6" P-IRR CROSSING W 2517 I 2517 _ � V 1 _ 8" WATER MAIN U 1 8" WATER MAIN Z�° 8" WATER MAIN II O II 251 I 2514 W J II W 0 II II Z 251 I 2511 W Q I ' 114LF8 r^ (118 LF C-C) V ) V I 269 LIF 8" PVC CO.40% I 273 LF C- ) 226 LF 8' PVC ®0. 250 40 o DATE: 1 (230 LF C- 2508 01-28-2020 IJ SEWER LINE D ROFILE 29 F 8" PVC .40% c2o�sE 007 H R: 1 "= , (33 LF C-C) SHEET 46 LF 8" PVC CEO. 1% 250 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+ �505 C� Q oM 1 � KEYNOTES = Q °° Oct , (D 10 11-1/4' BEND (MJ) N 2 22-1/2' BEND (MJ) __ C'3 w I ■ Z � � O O I O I I 30 NOT USED. � Z I ® NOT USED. _ CONSTRUCT 248 LF 50 8" CROSS (FLG) EIIIIIIIIIIIIIIIIIIa Q� 8" WATER MAIN 3- 8" VALVES (MJxFLG) - N 1- 8" ADAPTOR MJxFLG) _ w CONSTRUCT 3 LF I I ( W Z 8" WATER MAIN © CONST. 12 LF. 6" WATER MAIN LU U) 8"x8"x6" TEE (MJxMJxFLG) W F- D I I 6" VALVE (MJxFLG) W w _ � w L O - -I _ _ LINE CONSTRUCT 18 LF _ � _ _ " FIRE HYDRANT [MERIDIAN W8] � Z � I I CK 1 '� SEE ER J 7 INSTALL 2" BLOWOFF ASSEMBLY PER Z w - 1 SHEET 5.4 ° 8 WATER MAIN O C'3 a (0 MERIDIAN W13 [FUTURE WATER MAIN W � o ° EXTENSION] J_ � - SSMH D-4 ° ' 1 2 ® POTABLE/NON-POTABLE MAIN - w I I I I I I I I I I \ \ \ cr CROSSING. REFER TO WATER NOTE 2 V w M SEE COVER SHEET 1.0 POTABLE/NON-POTABLE SERVICE - I I I 27 I I \ \ , / Z CROSSING. REFER TO WATER NOTE 3 NAL I I SSMH E-2 I I I I I I I \ \ \ 5 SEE COVER SHEET 1.0 I I I I CONSTRUCT 323 LF I I I I 28 I I \ \ \ ° I I 7+01.13 1 8" WATER MAIN I I i I I 29 \\ \ \\ 8 0� 8 Q� '01/28/2020� CONSTRUCT 226 LF \ E � 82 4„ 39,R1 � CONSTRUCT 107 LF \ \ 4+381R 6 ° ° • v\o\��� �/ •-j *EI 2514.10 I 6+37.13 I 8" WATER MAIN � 8 �� • °° CONSTRUC -�*" 39'R I I 8" WATER MAIN \ EI 2512.13� WATER METER LEGEND T 1 L _ EI 2513.71 I 5+75.13 1 \ m » F F \ 1 - I CONSTRUCT 19 LF \ �� g �• o0 1 8 WATER MAIN PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 f Co -4 ° 9 _ -�_ I I 4„ 39'R I I » \ ° �� Q % ( P �` ° - - -j *EI 2513.34 1 I 5+13.13 I 8 WATER MAIN \ <�/p�C�� o �� & W5) �N w w ° 1 I '- - _ _ I \ ° ° Qi�' ®/ SSMH D-5 II Z�- �r 1 - j - -� *EI 2512.97 I I 4+52.34 � \ / QY �G) '' LOCATION PER MERIDIAN D W9 IF METER SHARES LOT -t L _ ° LINE WITH FIRE HYDRANTS J W I M ` - 1 ° I - - _ _ _ I I 4" 39'R O s r II r CHECKED BY: W s o �n I 9 " 1� ° ° ° ° I - - -I L *EI 2512.61 / ° O • o �� l-� CONSTRUCT 84 LF- I 3/4" DOUBLE METER SERVICE DAVID A. BAILEY P.E. 6 �r 1° ► - - - � J' 8 WATER MAIN a WITH 3/4" METER SETTERS DRAWN BY: o� (� ° - 2 W W 'I�s1 00 _ � _ - _ 9 M I - - - / �iKSC ��. (n W 1 ^ s� 1 _� - t--- - ----- ° ` / ° 11 cn � s o s ° 1 - ° � � � I 3/4" SINGLE METER SERVICE 1 M ,1 / ° ` / ° 'n Vv � 1 WITH 3/4" METER SETTER ° 9 w I s - f ° s ° i 1 s , SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD " 9 ° ° 8P 1 ° s 9 � ®0.6p� - I . I _ _ 1 M ° I � EI 2511.81 4" 29'L ° 11 NOTE -�- _ ► METERS 1 ° 1 - � � \ AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. �_ 0 ` \ 17 I I 6+71.02 LLL , r- - - � _I - _ ----------- -----°I 1! - ° 3+47.32 \ ° - NOTE: I 4" 28'L I I - - - I °1 I - \ \ i - ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, I I EI 2513.72 I I 6+15.02 _ - ° 1° ° ° EI 2511.96 \ \\ I 1 CONSTRUCTED PER ISPWC SD-501. SSMH F 4 I I I 4 28 L I I � 1 � �\ \ 16 -� � I EI 2513.38 I 4" 28' 2 r - _ I ° X \ \ \ I THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED z I I I I I I 4' 28'L I I 5+03.02 , I- - 14+00.84 \ \ \ \ FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF F I I I I EI 2513.05 I I -.- _ - \ \ i 10.5 MANHOLE. a O I I I I 1 4„ 28'L I 1 -1 4" 28'L \ \ \ . I I I I I EI 2512.71 1 1 4+43.59 EI 2512.08 \ \ \ \ / ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC W I O I I 4" 28'L \ - ____ ___€ - SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. o I I I I 10 I I I I I I EI 2512.35 \\ \ 15 \ \\ I O I I I SSMH E-1 \ SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS I I 11 I 1 \\ \ \\ \\ CONSTRUCT 41 LF 200 (SDR-21) PIPE. SEE WATER NOTE 3. N o 8" WATER MAIN j I I I 1 I I I 12 I 14 \ \ \\ \\ � / 7 BENCH MARKS 6I TBM � Z I I I I I I I I I 13 O \\ \ \ \ fe TBM #1 - 2520.36 - EXISTING SEWER MANHOLE - i INTERSECTION OF GLASSFORD AVE & PLATEAU CREEK AVE. SEE I I SHEET 5.1 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 J � RECORD DRAWINGS]. J TBM #2 - 2517.82 - EX SSMH F-1. INTERSECTION OF WOOLEY J L _ I I I I \ \\/ �// ' CREEK AVE & GRAND RAPIDS DR. • _ ILL�' JI I I I I I OG �� SEE SHEET 5.6 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 O __ ►,- - I I gL / � � RECORD DRAWINGS] 0 --� - J L _ I I � 00 30 0 15 30 60 Z W/00 L _ SCALE IN FEET Z �- 1 =30 0 252 2529 0� UI 6L > 0 PLATEAU Z /0 CREEK DR. W 252 00 2526 Q w W 00 z 00 rn � 00 II 0) 0) 0o D VJ 00 O rnrnrn GO ^ 00 0un0goo ON r 252 00 N N ~ 2523 m N •� � N N21� NZZ0 INDEX MAP D D NMo�o � w � ZO HU) F_.; 1»=250' 0 m O N 2 N - O N (n (n - - - o W. GRAND W O H .' > > RAPIDS DR. W O 2 0 n N 0 N D 252 (n - Z FINAL GRADE­ AL - - - ----_ ---- - 2520 LEY 0E-m - --- rF1 ---- _--- ---- ----- - P-IRR CROSSING � W ___ _ ----- [10" P IRR SLEEVE] W REDWOOD CRE W 251 EXISTING GRADE 2517 DR. � V STA: 7+01.13 ( 1 INV: 2513.61A 00 v 4"1 ® WATER O STA. 6 37.13 8 WATER MAIN 251 INV` 2 13.22WATER-UAIN 2514 4"SS • WATER J STA: 4+52.34 INV: 2512.12 B Ti �� APPROVED FORLiW4"SS O WATER CONSTRUCTION STA: 15.13 219 LF 8" PVC These plans and/or specifications have been reviewed for 0.40% compliance with Meridian City Standards and Specifications. Q 251 4"SS�O ATER STA: 5+13.13 - 2511 This review does not relieve the owner, engineer, or contractor W �282 LF 8" PVC ®0. 0% INV. 2512.48 ' of the responsibility to design and/or construct those facilities / /� V 4 A. O WATER in compliance with all current applicable federal, state and local v , (286 L C C) laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE' 250 2508 the right to enforce. Inconsistencies not noted by City staff shall 01-28-2020 not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2018-007 SEWER LINE E PROFILE be submitted for review and compliance with the Meridian City SHEET HOR: 1 "=30' Standards and Specifications before said revision is constructed. VER: 1 "=3' 25 Name Date +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 +80 1 +5�505 _ w l a d I IIIµ-w w _ �- s s- _ ♦♦ Q M 's O -�-w w i�ui _ / 5 5 s-�s KEYNOTES co SSMH F-1 #2 _ ""- 5� Q °' 5 5 S 2 0 5�5 IIM -� 5 O REMOVE EXISTING BLOW-OFF ASSEMBLY AND N c 5 i 8 CONNECT TO EXISTING 8" WATER MAIN. aPLA7-EAUCONTRACTOR TO FIELD-VERIFY LOCATION &ELEVATION OF EXISTING WATER MAIN. L Z WFNOTUSED. ZNOTUSED.45' BEND (MJ) W CONST. 12 LF. 6" WATER MAIN 8"x8"x6" TEE (MJxMJxFLG) WINDEXMAP co 6" VALVE (MJxFLG) W d F 19 18 I I 17 I I o FIRE HYDRANT [MERIDIAN W81 Z W 1"=250 W W 1 0 © CONNECT TO EXISTING SEWER STUB. ■� I I I I GRAND RAPIDS DR. Z W CONTRACTOR TO FIELD VERIFY CQ GANDER CREEK SOUTHI I I I I { LOCATION & INVERT ELEVATION. W Cl) SUBDIVISION NO. 1 - 1 I I I I I 7p NOT USED. 6 L [EXISTING] I I I I I I ALLEY ® POTABLE/NON-POTABLE MAIN ? J c� LU CROSSING. REFER TO WATER NOTE 2 - V w J L _ I R/ I SEE COVER SHEET 1.0 - P - - - - - g POTABLE/NON-POTABLE SERVICE 3 01 - I L - _ I C O CROSSING. REFER TO WATER NOTE 3 - ANAL P' _ I I w. REDWOOD REEK R. SEE COVER SHEET 1.0 S� FN 1 ��G\STFy�/�iF I 1 r- - - - - -��� PI I Q� 01/28/2020� � CONSTRUCT 87 LF I - - - � r- - - - 882 (7 I Z I o 1 8 WATER MAIN I I I I - - - - (P , M I a ® ' 1 I I I I 1r WATER METER LEGEND 't,F of I > ° 20 I 21 I I I I I I &PENS) M I*ID ITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 /N S ORP Ip 0- I I I I I I LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT I LINE WITH FIRE HYDRANT. CHECKED BY:ap I CONSTRUCT 16 LF I 1 22 I 1 I DAVID A. BAILEY P.E. D Ir j ` 1 8" WATER MAIN I O I I I 3/4" DOUBLE METER SERVICE DRAWN BY: a 5 I I I I 1 23 I I I 1 a WITH 3/4" METER SETTERS KSC M I--� CONSTRUCT 26 LF I I I I I I 3/4" SINGLE METER SERVICE • 8 WATER MAIN I I I I 24 I 1 WITH 3/4" METER SETTER SSMH F-2 4 4+81.54 I I I I I 1 25 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD 'W 1 4" 1.5 1 1 I CONSTRUCT 323 LF I I 1 i SW-3. 1 1 8 WATER MAIN I o 9 - _ *EI 2512.82 5+42.63 1 1 I I NOTE: a D a 4 t - _ _ JI I 4" 38'L 1 I 1 I THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS *EI 2513.19 I 6+08.63 I 1 I AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 1 - 1 1 I -r- - - _ -, 4" 39'L 1 I I I SSMH E-2 NO ` 0- ° , j - _ _*EI 2513.59 6+72.63 1 1- - - I I 4" 39'L 1 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, r 1 a ° - -I I I CONSTRUCTED PER ISPWC SD-501. 8" PVC 00.41% ° 13s, Il li 8 ► r�r 1 a a 9 L - _ _*EI 2513.97 I z r a - - - J L THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED F 9 - r 1 a 1 ACE OF MANHOLE TO ACE OF FROM INSIDE F INSIDE F a R - � 1 - - MANHOLE. v -1-. ,- 1 D W p p LIDr r �� 1 9 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC o I - - EK - ° a , SD-51 1A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. PVC ®0'�li 1 - �.- 1 o I �,- � 1 D a 6090 1 `• + L^ j 9 " 1 r W �? *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS N o 1 I 1 I 1 �R - - _ 1 W 200 SDR-21 PIPE. SEE WATER NOTE 3. 1 ( ) ' 1 1 •-�. o 1 a _ z� 4+88.75 - 1 _ 1 1 9 Ins -i W � z _ 4 as a a I . iI r BENCH MARKS � TBM 4" 29,R I Ir 5+6.63 - -7 I a 1 r� I El 2512.66 r' - - _ _�_ a ^ 9 3 I _ TBM #1 - 2520.36 - EXISTING SEWER MANHOLE - 1 1 I 1 4" 29'R I - _ 1 W W INTERSECTION OF GLASSFORD AVE & PLATEAU CREEK AVE. SEE 11 I I El 2512.95 I 5+94.75 -I - j � SHEET 5.1 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 N II I SSMH F-3 I I 1 1 El 2513.30 1 1 6+50.75 1 RECORD DRAWINGS]. I I 1 4" 28'R 1 1 - -._ _ - - - - El 2513.64 I 7+06.75 1 r _ TBM #2 2517.82 EX SSMH F 1. INTERSECTION OF WOOLEY • 1 I 11 I O I I I I I 4' 28'R I I CREEK AVE & GRAND RAPIDS DR. LL O z 1 I II I 1 1 I I I El 2513.98 SEE SHEET 5.6 [VERIFY ELEVATION W/ GANDER CREEK SOUTH 1 I I 1 5 1 1 1 I I 1 I I RECORD DRAWINGS] O Z I II II 1 I O I I I I I 1 W I I I I I I 6 I SSMH F-4 1 1 i 11 I I 1 I 1 O I I I I I I I 1 I 7 I I I I I 1 0 I I Z III I I I 1 1 1 I 1 O l i I I I I 1 1 I I 1 1 30 0 15 30 60................................... - n SCALE IN FEET 0 _ I 1"=30' - I 1 1 I I I Z ° J m 252 2526 Q W w Np: oo 00 _ 252 °0 °0 Z 10 ,`* 2523 � 04 W LLowoo � � �°° �NO LO A C �mo � N N � 00 (o L� WO0 �(n + (nNN - - � 1n 21,N0 //� 04 V / w (~i� WZZZ MNZOO L1 + z � Ennc~n� ? 2520 Q 2 � - 0 N Z Z V) H •• » FINAL GRADE Y \ Z Z T W 2517 1�- ---- - __ _ - ----- ----- - 2517 Wyy r� - --- ---- - ---- -- - - - - -- -- - -- - - STA: 6+72.63 EXISTING GRADE STA. 6+08.63 INV: 2513.48 L.L V 8" P IRR CROSSI G 5+42.63 INV: 2513.10 4 O WATER U 14" C-900 SL INV: 2512.70 4 • WATER O E E] 4 O WATER 251 STA. 81.54 2514 J INV. 12.33 T�� 4"SS WATER B �IAN APPROVED FOR W W 8" WATER MI CONSTRUCTION 0 - � These plans and/or specifications have been reviewed for Z 251 2511 compliance with Meridian City Standards and Specifications. Q -- --------- ------ 102 LF 8 ® This review does not relieve the owner, engineer, or contractor W r^ I __ ___8_8__LF 8 _PVC 00.41 0 _____ (1 4 LF C-C) of the responsibility to design and/or construct those facilities �/'� V U (90 LF C-C) 68 LF 8 PVC 00.60% in compliance with all current applicable federal, state and local V / 4 LF 8" PVC 00.41% (272 LF C-C) laws, rules, regulations, ordinances, development agreements, • 2+90.15 (4 specifications, orders or approvals, all of which the City retains DATE: Ift LF C-C) g y Y 01-28-2020 2510.34 the right to enforce. Inconsistencies not noted b City staff shall 250 2508 not be construed as approved unless specifically addressed PROJECT: SEWER LINE F R 0 FI �E in writing by the City. Any proposed revision to these plans must C2018-007 be submitted for review and compliance with the Meridian City SHEET H R: 1 = 0, Standards and Specifications before said revision is constructed. 250 E R: 1 = 2505 Name Date +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 M E DOMESTIC WATER METER 1 Y2 " CURB STOP BALL BOX COVER. OBLITERATE VALVE SUCH AS FORD �� o 0 WORDS "WATER METER" B11-666SW DOMESTIC WATER METER AIR RELEASE VALVE Tcl (I _ co E BOX COVER OBLITERATE 1 Y2 200 PSI RATED I I \ FROM LID. FORD N0. X43 WORDS "WATER METER" OR EQUIVALENT EXISTING 8" _ \ _ LEGEND Q ._ CAST IRON WITH 13 Y2 _ V o ° LOCKING LIDS FORD NO. X43 CAST IRON \ _ __ __ N WITH 13 Yz " LOCKING LIDS P-IRR VALVE �- SUBDIVISION BOUNDARY LINE , �8"X4%8" TEE ONSTRU �- \ - — CENTERLINE ■� Z \\ \\ \ \ \ \ \ —F 8,. P,IRR CT l45 LF --`"X4"x8" TEE \ \ RIGHT-011 LINE Z \/\ \/\/\� I PlP a _ \ z //\//\/ \/\\/\\ 6" \\/\\/\\/' E CONS TRUC-r -- \ ` LOT LINE _ //AA VA//AA//� /V//V//V � //VV//\� �� ��� l l I�BLO" 8 P-lRR pl l LF CONSTRUCT 3 LF " . / / / 20" PVC \ \ \ z \ \ / O l l I C�(� lPE » - INSTALL (2) 4 SPARE CONDUITS \\ \\ \\ \ \ \\ \ \ \ / / /� "�� [COORDINATE W/ DEVELOPER] = Z CONSTRUCT 105 LF 2 8 P IRR PIPE j \\\\\\\\\\ \\\\\/ 20" PVC Nh / PI CONST. PRESSURE IRRIGATION LINE w \\ \ \\ \ ,/ / / / 4 P-IRR PIPE CONSTRUCT 05 LF INSTALL 8 W z /� \\ \\ \\ ° a° \\ \\ / / / / / ,4 P-IRR PIPE / / P-IRR VALVE WITH IRRIGATION RISER Z w j �// // /\ ,/ INSTALL 4" / / v ///� ® / i TOPSURFACEK ® GATE VALVE W/RISER ._ o 1 �/\ ° ° ° ° ° ° ° ° ° /\\//\\/ Sw P-IRR VALVE / / INSTALL 4» / O� MAINLINE DRAIN `z o co BRASS /�\ / ° ° ° ° /\/ IN 1 CU. YD. \/\/\/ /\/\ ` W`` . . P-IRR VALVE / CONSTRUCT 1 LF OA AIR RELEASE VALVE J m PIPE / \\ \ \ \ \\\ BOTTOM OF VALVE DRAIN ROCK TO \/��\/\\/\\ ° ° ° ° ° ° /\\/\\ S � 'mil �W - I L / / / / MIN 1 CU. YD. J 4" P-IRR PIPE j N Ld TO FOR SUPPORT �\\\\\\ \� \� \ \\ \\\ BOTTOM OFDRAIN VALVE \` �� CONSTRUCT 49 LF ° N o L CONSTRUCT 74 LF= �' �Ra 4 45 ELBOW C� m FOR SUPPORT I / 1 » 4 P-IRR PIPE /' 4 P-IRR PIPE, -_ CONSTRUCT 59 LF ALL IRRIGATION PIPE CROSSING PUBLIC -PRESSURIZE IRRIGATION SYSTEM TO BE PRIVATELY OWNED 'INSTALL 4" ,� RIGHT-011 SHALL BE SLEEVED: AND MAINTAINED BY THE GANDER CREEK HOMEOWNERS 4" 90° ELBOW P-IRR VALVE w 4 P-IRR PIPE 4- P-IRR PIPE [8" C-900 SLEEVE] ASSOCIATION. z / / Di / 6" P-IRR PIPE [10" C-900 SLEEVE] -CITY OF MERIDIAN MUNICIPAL WATER IS THE BACKUP WATER S\ )NAL F DRAIN VALVE DETAIL I / / CONSTRUCT 16 LF " » SOURCE FOR THIS DEVELOPMENT. A REDUCED BACKFLOW � / 8 P-IRR PIPE [14 C-905 SLEEVE] cc NOT TO SCALE AIR VENT STATION DETAIL I ' 18 / — _ 2 4" P-IRR PIPE PREVENTION ASSEMBLY IS LOCATED IN LOT 9, BLOCK 4 CONSTRUCT 41 LF 4 45° ELBOW [GANDER CREEK NORTH SUBDIVISION NO. 1] NOT TO SCALE — J B I 2 1 - Q 01/28/2020 J P-IRR PIPE -COMMON AREA FOR ASSESSMENT: 1.263 acres J P, _ J — -NO PRESSURE IRRIGATION SERVICES SHALL BE INSTALLED 17882 - % 4 `11.25' ELBOW - - - - J a CONSTRUCT 105 LF 1 CONSTRUCT 1 LF WITH DRIVEWAYS IN ALLEY-LOADED LOTS. N .6' Pt _ � � � � r� J � I r- - - - _ - _ 4" P-IRR PIPE // 4" P-IRR PIPE y � � � �I I I I � °• 4 _- - J I 14" 90° E�BOW � I O I ,�F�F OF I I I " I / INSTALL 4 /N S. CAP CONSTRUCT 1 12 LF I I / EXISTING 4 L — — — J 1 / P-IRR VALVE 4" P-IRR PIPE ,2 I I ,a / I O O P-IRR VALVE 6" TEE KEYNOTES ,a I 90° ELBOWS I / » „ CHECKED BY•�� I 10 I I I / / Q i 6 x4 REDUCER 01 CONST. P-IRR DRAIN PER DETAIL THIS SHEET. DAVID A. BAILEY•P.E. � � INSTALL 6" I I / / CONSTRUCT 55 LF - r4" - - - - - - J a - , i DRAWN BY: I I 4 P-IRR PIPE CONSTRUCT 3 LF 02 CONST. P-IRR AIR VENT PER DETAIL THIS SHEET. DES // I - - - - - - �I ��' P-IRR _VALVE J � ,_ -/ • / �4" 11.25° ELBOW � � f— - - - - - -I � ' 6" P-IRR PIPE I ♦ 6 22.50° ELBOW_ �- r / a - 03 FIELD VERIFY LOCATION AND PROPER WORKING / I 1 CONSTRUCT 52 LF- --- `� " I I ® I 4"Il . 1 ELBOW � INSTALL 6" CONDITION OF EXISTING PRESSURE IRRIGATION SERVICE. / I < CONSTRUCT 6 LF L 2 P-IRR, PIPE - _w - - - - - - - - --1 CONSTRUCT 51 LF I P-IRR VALVE 4 INSTALL P-IRR SERVICE ON EXISTING P-IRR MAINLINE 11 4 P IRR PIPE -I I- - - - - - - 7 4• P-IRR PIPE- - - - - I CAP & MARK O �TA� EEK - < TO SURFACE (COORDINATE W/ DEVELOPER; INSTALLATION MAY NOT / _ _ _ _ _ _ _ I -W - �J�S Stag CONSTRUCT LF° CONSTRUCT�306 LF I I © I ID - - - - IC• BE NECESSARY TO SERVE LOT) - - - � I- - - - ., . � _ - �� 1 I _CONSTRUCT 347 LF c�F I � I CONSTRUCT 4 LF - - - - - - 5 I 4" P-IRR PIPE ' 4" P-IRR PIPE c56" 11.25° ELBOW- - I 6" P-IRR PIPE 6 P-IRR PIPE ff I� - �y = » 1 6 x4 x6 TEE I ,e I to O 6 22.50° ELBOW I u.il I i n r � - - - - - - � E 1 �I `C>�Pl TRUCT 24 LF L - - - - - - -j - - J n� - - - - - - - - - - - - - S - - - - I O I z _ _ _ m 1Q 3" SDR 21' PVC RISER EXTED 18" ABOVE GROUND z 4" 11.25° ELBOW EXISTING 6" 6" P'�IRR PIPE F - - - - - - epl ,m - - - - - - =I Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) ~_ _ I - - - 1 4" 11.25° ELBOW L - - P-IRR VALVE - _ INSTALL 6"" z '� o » CONSTRUCT 10 LF —P- -F- _ _P-IRR VALVE �'�' I Q a Q I INSTALL 6 _ 3 4" x 3 4" SADDLE MINIMUM - - n 3' D - CONSTRUCT 274 LF / U) CONSTRUCT 10 LF I= 4" P-IRR PIPE r -- - - - I CONSTRUCT 1 LF iG� L_ - - - - 3I - - _ - - - J < P-IRR VALVE r ® 4" MAIN LINE MINIMUM w 4" P-IRR PIPE 4" 11.25° ELBOW 3 » rf 1�1 I rsi O 6 P-IRR PIPE o I � 6 P,�aIRR PIPE > � - - - - - - • I' � CONSTRUCT 1 LF n � Q5 3/4" POLY PIPE 200 PSI 23 4" 11.25° ELBOW CONSTRUCT 7 LF I 1 16" 11.25° ELBOW I ��� '� I 4" P-IRR PIPE © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND wUj 4 P-IRR PIPE - — — - -1 — — — — — — J ' 7 3 4" BASS COMP. COUPLINGS ONSTR I6T 5 LF '� - - - _ L - - - - - �6 22.50° ELBOW N » — - - - - - - - - 6 �� �� ��� 4 P-IRR PIPE s I� —I — — — — — —n38 — — =I O9 ROCK BRASS HAIPS CURB STOP \�\ ���� � y� o �_ - - - --- ----- / I i �\ ,0 1 — — — — ® 3" FEMALE ADD. 11.25° ELBOW N / 1 "� '� - -- - -_- 6 x4 x6 TEE 2 / - - EXISTING 6 » a - - - , I �1 LOCATOR WIRE � 6 x4 x6 TEE a INSTALL 6 - _ O I ® 3" PVC PLUG CONSTRUCT 1 LF -_____ P-IRR VALVE I— = I- - - -� - - 3 7 8 (� P-IRR VALVE L — ® MARKER STEEL "T" POST CONSTRUCT 1 LF 4" P-IRR PIPE O o I `' I d - - - - - - 4 4" P-IRR PIPE INSTALL 6" L - - - - - - -� - - - - - - F L - - - -1 - J r - - - - - - - � ,u .. 6 INSTALL 6" - CONSTRUCT 26 LF P-IRR VALE - - - 12 ® _ 5 ////g 2 / PI... " I �/ I O . . .. a . • �° N °• 6 90° ELBOW �I `. P-IRR VALVE 4" P-IRR PIPE - - - - - - - ° IRR PIPE I _ w _ w w ' �- _ _ II N.M.I.D "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL Z W � . - . CONSTRUCT L — GRANDRApLDS _� 6 P e 1 3 I �W. GGRAND I �l �_ ss INSTALL 4 -D�w- _ 9 NOT TO SCALE CONSTRUCT 49 LF �s W R O P-IRR VALVE "" sus _ 6" P-IRR PIPE) �ONSTRUCT 57 s w 1 - - - - _ -' / N I- 4"1f�-BS_F�FPr �'- ' �� CONSTRUCT 111 LF O -CTNSTRUCT 42 LF �� i '�i—' �• / INSTALL 4"� I r--�-rl 6" P-IRR PIPE I—/1 �� I - -�� __� �_-�•FRR-b`�tCdE'rt I 1 '-I I 4" P-IRR PIPE v I a ___ _ Q O � CONSTRUCT 100 LF F nl CONSTRUCT 94 LF 10 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 1 _ INSTALL 6" Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 0 4" P-IRR PIPE , I 6 P-IRR PIPE o0 -� - - - - - - J I I INSTALL 4" CONSTRUCT 50 LF P-IRR VALVE > 0 Q3 4" x 3/4" SADDLE MINIMUM 20 0 10 20 40 _ _ _ _ _ _ _ I » I CONSTRUCT 1 LF ® 4" MAIN LINE MINIMUM 1 I CONSTRUCT 22 LF 4 TEE I I P-IRR VALVE 6 P-IRR PIPE CAP & MARK 6 P-IRR PIPE 5 8" x 3/4" BRASS NIPPLE � I I 4» P-IRR PIPE L J � , .. //y�� SCALE IN FEET \ ";' TO SURFACE 6" 22.50° ELBOW 6 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 1 W 1 I I 1"=20' \ �I INSTALL 4 - INSTALL 4" Q7 3/4" BRASS CURB STOP D 1 F „ \ I r P-IRR VALVE - - ® ROCK CHIPS 3 P-IRR VALVE 7 L- — — — — — — —I Q9 3" FEMALE ADD. r n EXISTING 8" \ \ CONSTRUCT 1 LF 4 v I I \ f» LOCATOR WIRE P-IRR VALVE \ < - - - - I I \ \ 1 I (CONSTRUCT 1 LF� I 4 P-IRR PIPE ® _ _ - - N � Q 3" PVC PLUG � 6 \ \ - 4 P IRR PIPE I r-� I INSTALL 4" 2 _ I I \ ,o \ 9 ® 14 90° ELBOW pp I P-IRR VALVE 8 L J L BLOCK I ,SI J I ® MARKER STEEL T" POST 5 • _ _ _ PIS PJ L P - J L I I \ \ ,\\ I � , O I 2 CAP & MARK I"- W _ - - J I I \ \ INSTALL 6 \ o On I O I I TO SURFACE �Iz N I CONSTRUCT 105 LF I— _ __L �_ _ J L \ , 'P-IRR VALVE - - - - - - J rn I CONSTRUCT 43 LF N.M.I.D "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL11 ml�l' I 20 8 P-IRR i PIPE I I - _ - J L \ , i CONSTRUCT 62 LF. aD I I I - NOT TO SCALE O �Ipl° I 21 I I I I I I © 11 - - � '', _ e�� 6 P-IRR PIPE 4 P IRR PIPE ylrl, I» I I I I I I ��K� _ - '= �i® \ a, 6» ''90° ELBOW CONSTRUCT 10 LF ° INSTALL' 8" O I I I I I _ �� 6" P-IRR PIPE = P» IRR VALVE I 24 I I O I I I � — � \\ . . 1 8 11 .25 ELBOW I I I I I I I I ® I I I I I I V A ® A. INSTALL 6" - ' Plans Are Accepted For Public I ' I _ - I W - - L I I I I I I I 27 I I I I \ \ \ P-IRR VALVE-J L5� Street Construction W CONSTRUCT 51 LF- — L — _ I I I I I I I O O \ \\ a �° �\ By stamping and signing the improvement plans, the Registered W I � - I I I zs \ CONSTRUCT 51 LF • s _ 8"��P-IRR PIP_ -� _ _ - J I I CONSTRUCT 97 LF 1 6 P-IRR PIPE Engineer ensures the District that the plans conform to all District r � EKED 0 w �" L _ I 6 P IRR PIPE i Z" III H I policies and stan arils. V ria ces or wav rs must b specifcal- -w- --- • ° — _ J L I - �5 �" � p l a n l e e Q _ / 1• J 6" 90° ELBOW °•° R ° and he ict L , V G/ / I snot relieve the I .. •, �' _ ` 6" 11 .25° ELBOW' oyf the �mprovemenptprplan�sbbyttheDDsrtrctadoe �p writing. Acceptance I ----- - -- _ — _ O s INSTALL 6" Registered Engineer of these responsibilities. ,� �S � - w � � � CONSTRUCT 3 LF _8_ 22.50° ELBOW �S _ - w� _ _ _ , O� P-IRR VALVE I / — B DATE: — I r— _ _ �� �— --- w I I _ 8 P IRR PP INSTALL 8 _ p = - W- w R%STRUCT 62 LF �1 N 11 , E Y I " l �— _ _ _ w — — ADA COUNTY HIGHWAY DISTRICTIx J II I P-IRR VALVEI I '- _ - r- _ - - �5�� - w _6" P-IRR PIPE �0 8" 90° ELBOW�� INSTALL 8" I W ' �S » o P-IRR VALVE rp �► �s�o/ 6 11.25° ELBOW VI IAN APPROVED FOR 0 � 4 CAP & MARK �owMo II O I I �i.l r _ CONSTRUCT 45 LF 1 TO SURFACE q CONSTRUCT 1�05' LF © I I I I I I r- - - _ / 1 e CONSTRUCTION Z f� I I I I -� 6 P-IRR PIPE-_ 8'o P-IRR PIPE I I I I Qe I I I I I I I I I �'- — - —I \ \ 6" 22.50° ELBOW -- -F These plans and/or specifications have been reviewed for I 8 90 ELBOW I I I I I 0 I ,o I I I I CONSTRUCT 18 LF \ " I - CONSTRUCT 21 LF compliance with Meridian City Standards and Specifications. Q - - I I I O \CONSTRUCT 8 LF -i L I I I � I \ 8 P IRR PIPE This review does not relieve the owner, engineer, or contractor �r e^� -- __ - - � I I I I I 8 P-IRR PIPE » » ° g � V " � L CONSTRUCT 591 LF I I ,2 i I \ 6 P-IRR PIPE 8 90 ELBOW of the responsibility to design and/or construct those facilities I I ,s I I '+ 8" 22.50° ELBOW y J CONSTRUCT 14 LF in compliance with all current applicable federal, state and local �_ I I 8 P-IRR PIPE �_- _, L I I I I I I \ \ �- 8 ° P-IRR PIPE laws, rules, regulations, ordinances, development agreements, DATE: --' _-J L _ I I _ I I I \ \ 6 LF 8 45 ELBOW specifications, orders or approvals, all of which the City retains 01-28-2020 -j L _ I I 8 1 1.25° ELBOW I I CK �- ' ��65 CONSTRUCT 45 LF the right to enforce. Inconsistencies not noted by City staff shall " -' L B�0 , "rev` \PE 8" P-IRR PIPE not be construed as approved unless specifically addressed PROJECT: S��v P C2018-007 INSTALL 8" in writing by the City. Any proposed revision to these plans must 8"x6"x8" TEE P-IRR VALVE 60 0 30 60 120 be submitted for review and compliance with the Meridian City SHEET CONSTRUCT 7 LF CONSTRUCT 54 LFiiiiiiiiiiiiiiiiii'', Standards and Specifications before said revision is constructed. 8" P-IRR PIPE 8" P-IRR PIPE SCALE IN FEET INSTALL 8" 1"=60' Name Date 6el P-IRR VALVE — — _ _ _ LEGEND y o — Pi PI PI O _ \ _ M N Oct FIVE MILpi E C= _ - _ - - - �I— — F- — _ _ -- -- PIMP' g�OC� i I� - - z _ ` \ ` ` SUBDIVISION BOUNDARY LINE .� co - - P' - JL -I I I / `-` \ - CENTERLINE — `�' T _ PI P -I I I I I I _ - U.1 _ pitr I PI I I I �_ - - - EGR I I I I I I/- `\ \ , RIGHT-OF-WAY LINE - PI P, _ RIGHT OF 'y Z ~ � P� I— \ \ I I I I I O I I ® I I ® I 30 _'� O � \ \ - LOT LINE � Z - - EGR P PIS_ - �- _ P' Q� g OC�(� P PI CONST. PRESSURE IRRIGATION LINE a PI� r l2 WITH IRRIGATION RISER AcycJ I I J J _ - - J L r - - -I J� / / / / / /a / / / I ® GATE VALVE W/RISER Z I I I I I 72 / I \ \ I J - - _T W I / / / / O / / 7 / ' / / QD MAINLINE DRAIN W a AIR RELEASE VALVE W J L _ _ w W. w -� - 5 _ J ' l la / ' l Q ' I 77777C STREET LIGHT NUMBER Z w ® I I � � — � / / w=— _ 5 s 5 s w J I I 1 1 l / # tS U � / Z oM I I I I _ J �- � / / I _ I y -1 - - � - � - � f - O - S �TFA(1 - � -� L l _J mo J I I s RED p� � � J zw —I ♦-♦ No - r �w • w �_ _ \ NOTE: UNLESS OTHERWISE SPECIFIED, STREET LIGHTS © ARE TO BE TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. . II J B I l 11 s 1 STREET LIGHTS ARE TO BE INSTALLED PER CURRENT I� J J J / /I / I / O r_ I CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. Q� �01/28/2020� � PI / l - _ - - 'r- � � � r - - - - _ _ _J / / 1 8( 82 _ PI I I c PI 9T GHQ` I I I I I I➢ I I Im O 11 I I / , , I F- -- / /r� F ® I I I I I I I z J I / STREET LIGHTING ��F O N s. c�P I I J I I I I III I s I I 13 / / 1 - - - I 1. All street light construction shall be done in accordance with the �� - I I / / I I /°/ Specifications to I I I current version of the ISPWC, the Meridian Supplemental Speci JI I� JJ�JJ � - - - JP I—. PI I� I I-P��P_—-_-- -PI � � _ - - - — �I N Im •a I I � I I I I 1I 11 I I I I I II II // // I IL the ISPWC, and the National Electric Code. I O 2. A street lighting electrical permit shall be opened prior to starting CHECKED BY: _ _ _ _ - - - - - - - J work. Use the online Citizen Portal at DAVID A. BAILEY P.E. - - - - - - - - DRAWN BY: I I C- I I I III 1 -J J L / /- - - i - - - https://citizen portal.meridian city.org/CitizenAccess/ to open a permit and DES PI— h 19 i I 1 L J r request inspections. 3. Installation will require inspections for the concrete base reinforcing, 1 L -I- w _ - - - - - - - - - I- - - - - - - - bedding, backfill, and for the pole and associated wiring. - - - - - - - - - - J - - - - - - 4. Street light bases shall be located 10'min. from trees, 5'min. from fire n r 1 — N PI— w 1 7TC �!-�Sf� IS— h I Zhydrants and 18 w wKOTA C EEC 18 C#XXXXXX - - - 5. Keep accurate (notes of conduit,ejunction box locations. Attach a N � I _ w �JA_ may_st-GR r- _ 7 _ � edlined as built drawing sheet to the street electrical 9 J OR u- XXXXXX _� - -- - - i - - - - I perm of hDepartmente � � ° • w w II°�O - �=SJ� - - - - Meridian Public Works L_ � A- Q wing is plan 5 • it, or submit a hard to the eri ian u is ors w Ww OTA K $ 5 _ _ _ - r - - - - -I a' - - - - - - iy - - - - - - -� I prior to requesting final inspection. / \ 5�� - - I 1 - I I p 0 F r- _ _ _ _ _ _ 6. Contact the City Transportation and Utility Coordinator (208) 898 5500 N s I ® n (7 (- for questions regarding Utility Conflicts, or to access locked meter I- -N � I- - - - - - - J - - - - - - _J I f J 1 pedestals. - - - - - m - - aq - - - - - - - � �M - - - - - - �I A 0 Pi-PI PI • . 3' N N �� . L - - - - - - 1q, II (- - - - - - - � - FF - - - - - - �9 � � - - - - - - 319 0 - - - � I L_ - - - - - - -� �o L- - - O - - L - - -O - - J - - I - - - - - - � Ip � o _ � II II . I I I Fn � - - - - - - -I F- - - - - - - - N -I BLOCK I I _ _ - - - - � JI II I BLOCK( 13 _ J � _ - � L - - -® �I I ® F ,p JI © - - - - - - 3 z PI PI— =PI Jm --� ' —� 8 ` — — — — — — —LI z L - - - - - - - F o I �- - - - - - - - J -- N •PI— - _ J IL- - - - - - - -� I - - - - - - J - - - - - - - � _ � � ° - - _ - _PI O -- PI = - XXXXXX _ XXXXXX # I- - - - -# - -I a, #XXXXXX pp 3s I - WW II - W. G AND w ' l PI I Z w I li I I - • - - , w J - - - ' 7 I -r- - -JJ � I 1W - W' A D w - - - - -� I I I �I I — :.. - -- - - - - - - - _ PIS �R � I_ w J � � 0 � I h I I I PI �� - I� �; .. � I ,e I I ,� I I I I � �- _ -,� .. ..; \ I �� D � I I I I I I 1s I I I I , _\ C \ - - - - - - #XXXXXXLE - - -- P_ - - J L BL OCK I I I j j I I ,z I I �\ �o \\ J I� _ PI t J'L' ' I � I— —=J -- PI J L O J ' ' i ' \ \ \\ �� � IVO/ TI• I I I PI J J I \ \ N v� rn ICI. I I _ _ J � aD m I I _ PI \ / I _ _ O D lOj a" N O PI Irn I I I O P_ \ 3, �� �- r J -� 60 0 30 60 120 I I I I I I I I ® I I I I I \ ® \ q °. #xxxxxx a w w _ =� SCALE IN FEET Y - �- - � L _ I I I I I I I z� I I I I \ \ 1„=60' l i -r- - J #xxxxxx J I I I I I I I I I I O \ \ \ P j W — 5 W II \ • - -7- - J J _ I I I I \ a ° I I I I \ . a Li #XXXXXX s�_� E w T- - J L _ I I \ s op w w J L T — I I \ \ � � 5 �S w� - _T_ — L I I ��� o n W °W' #XXXXXX Al r — -♦ — I w � _ 3 I 4 I I I I I I I I -� _' —�-s s - �\ y 1 17 o IIII I W J J _ \ lowao APPROVED FOR p — II I I I I , O I I O I I I I I I I I I r - -1 ` \\ \\ \ I __ _ •� CONSTRUCTION Z LL O I I I I I I \ s \ I These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. 2 II I 13 I II \\\ I This review does not relieve the owner, engineer, or contractor Vn/ -- — ,-6_ I I I I I I I O I I \ \ � �� � of I the responsibility to design and/or construct those facilities PI � -- I I I n compliance with all current applicable federal, state and local �_ PI J I ' I I I laws, rules, regulations, ordinances, development agreements, P specifications, orders or approvals, all of which the City retains DATE: L 12-23 -2019 = B, � � the right to enforce. Inconsistencies not noted by City staff shall PROJECT: = PI L — J J ��� not be construed as approved unless specifically addressed C2018-007 _ _ . in writing by the City. Any proposed revision to these plans must SHEET be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date 6e2 __