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Home My WebLink AboutCC - Submittal Set Q GENERAL SEWER GENERAL LEGEND p U DEVELOPMENT PLANS FOR = 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 co 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 ss EXISTING SEWER LINE V 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. W EXISTING WATER LINE GANDER CREEK SOUTH SUBDIVISION N O . 3 _ _J - C'3 w co Transportation Department (ITD). The more stringent of an of these standards shall be the controlling standards or 2. The horizontal separation of potable water mains and non-potable water •� Z_ ~ P P ( ) g y g NEW STORM DRAIN LOCATED IN THE NE 1/4 OF i 3 specifications. mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of w w w NEW WATER LINE 4 Z 3 SECTION 32 T.4N. R.1W. B.M. ZZ 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 s � s NEW SEWER LINE � � � � � 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 CITY OF MERIDIAN, ADA COUNTY, IDAHO = a 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 P' P' P' NEW PRESSURE IRRIGATION LINE 2022 _ o W/SERVICE CD 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 = Z LU N x x x x x x EXISTING FENCE all times. 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). - - - W p� �� EP �� EXISTING EDGE OF PAVEMENT BAYLOR U) 4. All Contractors, Subcontractors, and Utility Contractors shall attend apre-construction conference prior to start of 3. The horizontal separation of non-potable services and potable water services I �+ W w t t NEW EDGE OF PAVEMENT SUB. - . . - . Z LU work. or potable water mains shall be a minimum of six (6) feet. Where it is rl w 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 -------------------------------- SAW CUT LINE U) required. No work may begin on any project without Twenty Four (24) hour prior notice. ------------- BOUNDARY LINE Z � co with less than eighteen (18) inches of vertical separation, the crossing shall W Q co 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 ----------- ROADWAY CENTER LINE \ W. MCMILLAN RD. _ n or close water valves. Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the ROADWAY RIGHT-OF-WAY - - _j w 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). ---------------- EASEMENT BOUNDARY / I I V w request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on f 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 LOT LINE GANDER CREEK GANDER CREEK P J P q wherever the service line crosses a storm water treatment facility i.e., NORTH NO. 3 NORTH NO. 1 GANDER CREEK 8. Work subject to approval b an governmental agency must be approved prior to A backfillin trenches for pipe; y ( --------2470 EXISTING CONTOUR _ _ NORTH NO. 2 J PP Y Y 9 9 Y PP P ( ) 9 P P � (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. seepage beds, drainage swales). gp0__` FINAL GRADE CONTOUR I w S\ONAL SN 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works ELEVATION @ STATION OAKS WEST o �C,\STEy Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of STATION POINT (TOP BACK OF ROLLED I - - - SUBDIVISION �� 04/25/2022� performing the work in an acceptable manner in accordance with the DEQ QLPE approved construction tans. WATER CURB UNLESS OTHERWISE NOTED �� MALE CREEK -�� \ N0. 1 P 9 P / PP P ELEVATION ) _.:. - - FNE �� _ z 17882 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 TBRC = BACK EDGE RIBBON CURB to construction. Rules for Public DrinkingWater Systems IDAPA 58.01.08 " as well as the TVC = TOP BACK VERTICAL CURB ( ) TRC = TOP BACK ROLLED CURB �. \ Ir9TF OF \0P 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. TRLC = TOP REVERSE LIP CURB GANDER CREEK I 'p S. C�P\� 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 PC = POINT OF CURVATURE SOUTH NO. 1 GANDER CREEK must be approved in writing from the City Engineer. PT = POINT OF TANGENCY PP 9 Y 9� (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) SOUTH N0. 2 FL = GUTTER FLOW LINE ( � CHECKED BY: 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 GB = GRADE BREAK DAVID A. BAILEY•P.E. SOUTH SUBDIVISION NO. 3. main to cross with less than eighteen (18) inches of vertical separation, the GC = GRADE CHANGE 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 El = END INVERT SEWER SERVICE __ BD improvements are in place and functioning. Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 SANITARY SEWER MANHOLE 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of i of the Wastewater Rules (IDAPA 58.01.16). - cF -_ any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic O BEN Dh?41N l 3. The horizontal separation of non-potable services and potable water services O EXISTING SANITARY SEWER MANHOLE within and around the construction area. or potable water mains shall be a minimum of six (6) feet. Where it is 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall necessary for a potable water main and non-potable water main to cross with 4" SEWER SERVICE LINE PROJECT �S determine the exact location of all existing utilities before commencing work. The Contractor assumes all responsibility 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 TYPICAL DOUBLE WATER - - - - SITE 1-800-342-1585. constructed in accordance with Section 542.07 of the Idaho Rules for Public SERVICE 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 I I APPLE Wastewater Rules (IDAPA 58.01.16). PROPOSED FIRE permit from ACHD at least forty-eight (48) hours prior to any construction. VALLEY SUB. Z 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the HYDRANT �� 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water � .. mains. This requirement does not apply to catch basins or sand and grease vaults. service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales y � EXISTING FIRE HYDRANT w 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of g ) VICINITY MAP NAVD-88 DATUM 5. The Contractor shall be responsible for providing continuous water service to the proposed improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all P P 9 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 LOT NUMBER o 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. PLAN S H E E T INDEX 1 = 600 V1 V) o for future use on site shall be disposed of off site. 9B CATCH BASIN - ISPWC w d 19. Survey control points which are critical to the construction of the project are located within the limits of work. The PRESSURIZED IRRIGATION PER PLANS SHEET DESCRIPTION � Z Contractor shall take precaution to protect the points in place. 1 .0 - COVER SHEET INDEX VICINITY MAP & NOTES 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to - DIRECTION OF DRAINAGE FLOW 1. The pressurized irrigation system must be built to the standards of the irrigation � 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. STREET LIGHT 2.1 -2.4 - FINAL PLAT M will be cause for a stop work order and possible termination. 2. Install a reduced pressure backflow preventer in any connection between the 3.1 - EXISTING SITE/DEMO PLAN 0 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or potable water system and the pressure irrigation system. The device must be z EXISTING DECIDUOUS TREE (CALIPER) inverts prior to construction. When discrepancies occur between plans and specifications, the Contractor shall off Meridian d dian Water Department. 3.2 - MASTER UTILITY PLAN 0 immediately notify the Engineer. Untimely notification shall negate any Contractors claim for additional compensation. o by the Idaho Department of Environmental Quality (DEQ) and the City EXISTING POWER LINE & POLE 3.3 - SITE GRADING PLAN W _ eri 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 SHEET 4.1 - PLATEAU CREEK 3.4 - SITE GRADING PLAN & DETAILS Polution Prevention Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at SHEET 5.1 - SEWER LINE A with pressure irrigation at a maximum depth of two-and one-half (2-1/2) feet SHEET 5.2 - SEWER LINE A SHEET 4.2 - ALAMEDA CREEK 8c CAMP CREEK 4.1 -4.7 - STREET PLAN 8c PROFILE 208-378-5746 for the required information. and in an AWWA C-900 pipe sleeve with locator wire. The Public Works SHEET 5.3 - SEWER LINE B SHEET 4.3 - CAMP CREEK Z 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. SHEET 5.4 - SEWER LINE B SHEET 4.4 - GRAND RAPIDS 4.8-4.9 - STREET & DRAINAGE DETAILS 4n irrigation pipe. All pavement shall be replaced within seven calendar days from the time the pavement and/or concrete 4. The horizontal separation of potable water mains and non-potable water mains SHEET 5.5 - SEWER LINE C SHEET 4.5 - ALLEY WEST 5.1 -5.7 - WATER & SEWER PLAN & PROFILE 0 is removed. Concrete and pavement shall be replaced per ISPWC Standards. SHEET 5.6 - SEWER LINE C SHEET 4.6 - REDWOOD CREEK - - (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. SHEET 4.7 - ALLEY EAST 6.1 PRESSURE IRRIGATION PLAN AND DETAILS ' Z 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and SHEET 5.7 - SEWER LINE D V Where it is necessary for a potable water main and non-potable water main to SHEET 4.8 - STREET DETAILS 6.2 - STREET LIGHTING PLAN 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 - SHEET 4. - DRAINAGE DETAILS shall be constructed in accordance with Section 542.07 of the Idaho Rules for 5: W ROADWAY- Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the _ SEE SHEET 3. 1 FOR SURVEY LEGEND Wastewater Rules IDAPA 58.01.16 . 10 �� 84OcXr 2 O Q 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction ( ) 0 ,2 - m 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 SOH 1 EX.SS O 1 13 ,4 - 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 5 ,6 DEVELOPER Contact ACHD Inspection Services at 387-6284. for a potable water main and non-potable water main to cross with less than `ems sSM TRILOGY DEVELOPMENT, INC. 3. 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 { �`��; PL SHAWN BROWNLEE v , P 9 P 9 P P 9 9 ( ) P 9 `A rEA� improvements outside the public right-of-way. accordance with Section 542.07 of the Idaho Rules for Public Drinking Water 25 24 �,GR`d SS z0 SHAWNC�TRILOGYIDAHO.COM E IDIAN-- 0 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 O 23 22 �MN q_2 9839 W CABLE CAR ST, SUITE 101 Public t DA H a T Supplemental Specifications. No exception to District Policy, BOISE ID 83709 Works Department pp p p y Standards, and the ISPWC will be allowed unless 58.01.16). 21 zo � 21 � p specifically and previously approved in writing b the District. a 9 ,8 2z (208) 895-8858 Design &Construction Supplemental Specifications P Y P Y PP 9 Y 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, �ooK 1, O O m m � 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 z3 I ENGINEER if ■ roadway contractor shall install and adjust all spacers, grade rings, manhole rings and lids. WAS clearly marked along its length. Place the tape between six (6) inches >> 12 N I BAILEY ENGINEERING, INC. ■ ■ 0 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 to of the pipe. EXISTING GANDER 13 4 15 " Y 24 1 1 19 E. STATE STREET, SUITE 210 I ' valleyutter or sidewalk improvements. g P P P CREEK SOUTH s w 1 ■ ■ ■ ( J g P 7. Label all irrigation risers and faucets with durable tags carrying the warning SUBDIVISION NO. 2 25 I EAGLE, ID 83616 ■ i ` W 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. i SSMH B- BLAG BSS 5H " Q 26 (208) 938-0013 ■ ■� ■ street centerline and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions 8. Label all valve boxes and vaults with durable tags carrying the warning SSMH B- =`TTE KCRAIGCa?BAILEYENGINEERS.COM r Y during trenching may require additional pavement repair beyond the limits shown on the plans. Refer to , " g z� ■ ■ 0 DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum � O Q DBAILEYCa?BAILEYENGINEERS.COM C ■ h W of ten (10) feet outside of the Public Right-of-Way, private roadways and L i conditions listed in the ACHD Policy 0 BLOCK 1 Manual. O ' O 28 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within EX. SSMH - ----- travelways. •-_ __- 2� � O ■ the road right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb 9. Install a reduced pressure backflow preventer in any connection between the - SSMH I 1 Plans Are Accepted For Public ■ � B-2 if no sidewalk) and the leading edge of any fire hydrant. potable water system and the pressure irrigation system. The device must be GRAN SMH g_1 I SSMH A-3 Street Construction ■ ■ U 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be O O 0 RAP/o�• approved by the Idaho Department of Environmental Quality (DEQ) and the City O O s _ }I By stamping and signing the improvement plans, the Registered ■ ■ determined by the field inspector. 0 s � Engineer ensures the District that the plans conform to all District ■■ of Meridian Water Department. O 10 o JI g p ■ 10.All materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of roc >> o a, policies and Standards. variances or waivers must be spedtical- 0 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly s 12 13 m ly and previously approved by the District in writing. Acceptance the current edition of ACHD Supplemental Specifications. executed agreement for inspection and maintenance is in effect with the ALLEY 14 O I of the improvement plans by the District does not relieve the W 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction " W e Registered Engineer of these responsibilities. applicable Irrigation District. Forty-eight (48) hours advance notice is required. : O O G) �o k w O �N APPROVED F O R Standard Drawings (Current Edition): 0 a Q 11.Pressure irrigation mains must be along rear lot lines. Where pressure irrigation 0 " " BY DATE: 1■wNo 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet g g P g 0 a ADA COUNTY HIGHWAY DISTRICT CONSTRUCTION Z mains traverse a side lot line in order to cross a street, the domestic water 10 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. SSM " ,� " ,o service and pressure irrigation mains must be on opposite sides of a lot. -_--• '�= N C, O 13 O I These plans and/or specifications have been reviewed for 3. 4.0 Concrete Valley Gutter, ACHD SD-708 �RED W 14 I compliance with Meridian City Standards and Specifications. 4. Rolled Curb and Gutter, ACHD SD-702 12.Pressure test the irrigation system to one hundred-fifty (150) pounds per square Goo } �� THE ENGINEER OF RECORD CERTIFIES THAT �,\EEK / SSMH This review does not relieve the owner, engineer, or contractor rr^^ 5. Pedestrian Ramp for Handicapped, SD-712H, SD-712G inch (psi) with allowable loss in accordance with Section 3.1 (c) of the Standard C 1 THE PLANS ARE PREPARED IN SUBSTANTIAL V �, SS 12 of the responsibility to design and/or construct those facilities Specifications. 3 �,MN CONFORMANCE WITH THE ACHD POLICY 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not allowed) and colored Traffic Yellow, SD-712 p I O O2 in compliance with all current applicable federal, state and local 5 MANUAL AND STANDARDS IN EFFECT AT THE 7. Sidewalks, ACHD Supplemental Drawing SD-709 13.Cit of Meridian Municipal Water is the backup water source for this development O 6 �, laws, rules, regulations, ordinances, development agreements, PP 9 Y P P P O TIME OF PREPARATION.THE ENGINEER DATE: 8. 2.0' Ribbon Curb, ACHD SD-703 - A reduced pressure backflow prevention assembly is located in Lot 9, Block 4 0 O ACKNOWLEDGES THAT ACHD ASSUMES NO specifications, orders or approvals, all of which the City retains �- Boo � �� the right to enforce. Inconsistencies not noted b Citystaff shall 4-25-2022 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A of Gander Creek North Subdivision No. 1. ' 10 LIABILITY FOR ERROR OR DEFICIENCIES IN 9 y PROJECT: 0 8not be construed as approved unless specifically addressed 12. For subdivision sign installation; outside installers must be bonded with ACHD '�-- 12 THE DESIGN. ALL VARIANCES FROM ACHD C2018-007 �_ 13 / SSMH D-1 POLICY SHALL BE APPROVED IN WRITING. in writing by the City. Any proposed revision to these plans must and obtain a no-charge right-of-way permit. �' THE FOLLOWING VARIANCES, LISTED BY DATE 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 STREET & SEWER INDEX \ \ AND SHORT DESCRIPTION, WERE APPROVED Standards and Specifications before said revision is constructed. pavement markings. 1"=150' - NONE. PROJECT: Name NOT APPROVED Date Q O U co E O E 5) p�■ N C) 1 ♦�RR T v/ W � 3 w+ Z . 3 W ZZ CUJ N PLAT SHOWING W GANDER CREEK SOUTH Z SUBDIVISION NO . 3 �� Z WCO 0� J c ti LOCATED IN THE NE 1/4 w Ld GQ �o'O OF SECTION 32, T.4N., R.1 W., BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO W. McMILLAN RD. _ _ 2 8� 2022 32 33 NOTES: 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Gander Creek FIVE MILE i Homeowner's Association and a Permanent Public Utilities and Property Drainage CREEK I Easement is hereby designated along all lot lines common to a Public Right-of-Way i -`_ S7 and along all rear lot lines. A five (5) foot wide Public Utilities and Property N13'07'44"E 134.939 �5 - WE 64 � Drainage Easement is hereby designated along each side of interior lot lines unless 10 11 B��C, 2 9 ��-6` otherwise shown. O 11 16, 17 & 18, Block 11, Lot 11, Block 12 and all of Lot 12, � 12 13 �--` � 2. Portions of Lots 10, , Block 12 are servient to and contain the ACHD Storm Water Drainage System. These 0 15 • �� lots are encumbered by that certain First Amended Master Perpetual Storm Water 16 �� I Drainage Easement recorded on November 10 2015 as Instrument No. CHECKED BY: • N76'52'55"W 35.78' - 17 i � g ' DAVID A. BAILEY P.E. O 18 10 � ,�_� 2015-103256, Official Records of Ada County, and incorporated herein by this DRAWN BY: GANDER CREEK SOUTH �W_.`A O 19 65449"I,y 3��, reference as if set forth in full (the "Master Easement"). The Master Easement and BD SUBDIVISION N0. 2 TE` CRE I 42.12 • the Storm Water Drainage System are dedicated to ACHD pursuant to Section BOOK PAGE _ " ,� �K pR 20 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of N13 07 05 E 157.00 25 O q�24the Storm Water Drainage System. 23 0 22 21 I 3. Any Re-Subdivision of this Plat shall be in compliance with the most recently 0 21 O I approved Subdivision Standards of the City of Meridian. O20 19 w o l N76'52'55"W 52.05' > 22 I l 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural operation, agricultural facility or expansion thereof shall be N Y 23 i 3 or become a nuisance, private or public, by any changed conditions in or about the N I 11 12 O � N UNPLATTED O l surrounding nonagricultural activities after it has been in operation for more than o w i 10 13 I ,U 24 I o , one (1) year, when the operation, facility or expansion was not a nuisance at the i 14 15 9 i o I time it began or was constructed. The provisions of this section shall not apply N O 16 Q 25 C� O N when a nuisance results from the improper or negligent operation of an agricultural o M 17 I� O O operation, agricultural facility or expansion thereof." I im P 9 Y P o of � m I w >, z w,e�A J 26 i UPI o 0 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the cWi) o S75 07 58 E 107.70 B(/ /( ZI ca ¢ TTE Q p responsibility of the lot owner unless such responsibility is assumed by an w 1 �R• 1 27 I Q M o: Irrigation/Drainage District. W z N14'52'02"E 47.00' ° L1 o z c°r W N S75'07'58"E 83.03' SHEET 2 i O • • I 28 m 3 0 6. Irrigation water has been provided by Nampa & Meridian Irrigation District in S89'26'14"E - ! _ • - -_ _.� o,nW compliance with Idaho Code Section 31-3805(1)(b). Lots within the subdivision will M 38.1 C1 o HEET 3N� I O3 N88'59'14"W 197.73' NON o be entitled to Irrigation Water Rights, and will be Obligated for Assessments from mlo Nampa & Meridian Irrigation District. U N00'33'46"E o RA�ANp° O I N01'00'47"E 24.99' N Z 7. Lots 9 & 22, Block 2, Lot 13, Block 7, Lot 14, Block 8, Lot 14, Block 9, Lots 10 & 7 105.00' i 3 4 5 IDS �R N j " 17, Block 11, Lots 1 & 12, Block 12 and Lot 1, Block 13 are common lots which O N O O O O6 w O � N 88 59 13 W 104.84 l _ O7 w l shall be owned and maintained by the Gander Creek Homeowners Association. All Z N O I NO3'21'48"W O 9 �Q 1 `� C4 I common lots are subject to a blanket public utility easement and irrigation W Z W , o O 10 S (3 � 00 easement.wZQ20.05 OC 9 12 13 w i M Z N a O 14 Iw 7 m 3 8. ACHD Permanent Easement - See Inst. No. _________________ v S N00' ' "3346E O II U _ I om I 107.09'�iO3 O4 5 �Q a O8 o 9. ACHD License Agreement - See Inst. No. __________________ Z v=) O O 7 8 M _ — O O O8 9 U Og I N UNPLATTED 10. City of Meridian Water & Sewer Easement See Inst. No. ________________ m o o O O W 10 11 12 Z 10 11. Lot 9, Block 2 contains a Nampa & Meridian Irrigation District Easement for O O 13 O maintenance of the Five Mile Creek as shown. Q 0 � ' \ O 14 LO C2 S \ i 12. Vacation of existing ingress/egress easement - See Inst. No.C3 N01'12'39"E W RED\ i 47.00' O WOOQ EE \ 12 • S31'32'00"E 17.93' 13. The bottom elevation of all structural footings shall be set a minimum of 12-inches O4 K DR• S75'07'58"E 2.14' I above the highest established normal ground water elevation. N 07 59 55"E O 5 •• I O 125.08' O O \ l 14. Portions of the subdivision are located within the FEMA determined special Flood O8 Hazard Zone "A" and Zone "X" per Firm Panel No. 16001 CO140J, effective date �� B�Q O Og • • 06/19/2020 and approximately shown hereon. Flood Zones are subject to change by 10 11 07S1458'S2W 29.00'02"W 47.00' 1 32 33 4 FEMA and all land within a floodplain is regulated by the City of Meridian. W N75•p�5`' 1 12 N75' ' " ' O > CODY M. MCCAMMON, PLS 11779 W 547 ,5W i S14*52'02"W 132.00' IDAHO SURVEY GROUP P� LAN 9955 W. EMERALD ST pN D GENS BOISE, ID 83704 � Y O • CHUKAR RIDGE LEGEND o NOTE: 11779 Li . SUBDIVISION N0. 1 --- --- SUBDIVISION BOUNDARY SEE SHEET 4 OF 6 N o BOOK 122 PAGE 19397 - - - SECTION LINE /Wy LOT LINE FOR LINE & CURVE �p 9TF OF ��P�� L.L Curve Table FEMA FLOOD HAZARD TABLES M. MCCPM�� BOUNDARY (SEE NOTE 14) SHEET 1 OF 6 U Curve # Radius Length Chord Bearing Delta O LOT NUMBER C1 553.50' 138.19' 137.83' S82'17'06"E 14'18'16" FOUND ALUMINUM CAP O 50 100 200 MONUMENT I • C2 323.50' 40.47' 40.44' S87'37'38"W 7'10'01" Line Table 100 0 aile Engineering, Inc W J C3 110.00' 21.22' 21.19' S06'32'23"W 11*03'12" Line # Direction Length SCALE IN FEET 0 SET 5/8" x 24" IRON PIN g, . o Q WITH PLASTIC CAP, PLS 11779 C4 90.00' 14.48' 14.46' 1 S05'37'17"W 9'13'00" L1 N89'26'14"W 52.00' 1" = 100' O FOUND 5/8" IRON PIN W/ PLASTIC CAP, CIVIL ENGINEERING I PLANNING I CADD Z L2 N00'33'46"E 98.80' PLS 11779 UNLESS OTHERWISE NOTED 1119 E.STATE STREET,SUITE 210 TEL 208 938 0013 EAGLE, ID 83616 www.baileyengineers.com 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 4-25-2022 PROJECT: C2018-007 -SHEET— TOTAL # LOTS: 85 2@t Q00 Q i - oc � C_ �■. v n' C W ■— Z Z . A♦ Z .- a N W ZW GANDER CREEK SOUTH S UBDI VISION NO . 3 /��♦♦ W w z W CS cnco W Qco -j Uo 5 W W ♦/_ J V � W / _ _62.00, \ Op, S76 52' / ;�-5 0 ; �,__62.po' S5'E '`\ 646,93, n c / 0' / 6jp 57' Q CHECKED BY: 0 \ DAVID A. BAILEY P.E. ocs ` 62.00, DRAWN BY: Jco) _c; 12 ^ oo W l l i Z �,_� 50 BD .0p, \` S765255�E _, �____ i ? M is o o !u i i / 5.0 -___ 1 \ N76'52'55"W 35.78' �tr)M 62 pp� / / / 2 �. o ;� / / 0'—�/ 01•27' �v 50.p0' _ / / o to 0 oN ` ` _ s7 5p 00, % o ? ,a o ,�11.321 LEGEND �j /r_5p`0p' \ PL`Av 52 E 40g•3g, 62.00•�'_� L� _ j j 2 % Q �O� �`� i _ --- --- SUBDIVISION BOUNDARY z W /� _ r_ 5p.00, SEEK UP 5p 06;_ / L _ / 9.16' -- / / i'�� i - - - SECTION LINE 1 r _ 62,pp• 7652'Jrs,` ' \ ip Sp\_; l -C11 -J Lam\ ,�� /�� rn I - — — — — — — - EASEMENT LINE (SEE NOTE 1) v _ S7652• 426•4g' �-i 0p C �� ' _ I --------------- EXISTING EASEMENT LINE (AS NOTED) N O CID W l l i _, r- S .00, 55'E 426 _ ` �2 �i' 20 1 0 • o 49' ` L3 < i STREET CENTERLINE 2 25 ^ o �u o i l l /� 62.pp� �� i LOT LINE 00\_ u' 37'16'E I O LOT NUMBER w ,_0 r___S.O� ---N-7 S --� o 23 o W / p' ' / / --- I z O o o l i i l � 474g' �\ 1 ao ACHD STORM DRAIN EASEMENT �_ w / / � 5.00, / /�-__,__ 0 � 1 o I SEE NOTE 2 p 5 2.05 / / 2 / o c to ,1 / / �/ zo / 2, 1 ao 1 / ,^ ^ o r�" / / / C17 ^ / 1 `n • SET 1/2 x 24 IRON PIN z ,, M B / o / I WITH PLASTIC CAP PLS 11779 �__ ��CK � / 0 20 0 0 , i 1 , • " 17 / 5.00 / '.;`� i� o �'' i i • `---S88'59'13"E-----� I 0 SET 5/8" x 24" IRON PIN U N76 52 55 W 52.05 62.00,'__� / ? / ,:0 o ,s o o 1o3.so' 1 576, / / / r� o I v C15 Q b I WITH PLASTIC CAP, PLS 11779 O. 1 0 p0, _ 52'SS,E 45 % ? % 0 18 i 1 o " 2 , „ � ^ p FOUND 5/8 IRON PIN W/ PLASTIC CAP, `� _� 6 16,J/ � � / �o i 18.10 S88 59 13 E r 40,p0' 62 p L / / / 3 I O PLS 11779 UNLESS OTHERWISE NOTED �J — 0' / / /O L r 4p 0p, 5p\�, _J� ` / ;O i-------110.00'-------� �-_-7 40.pp' 0 / I o 1 o I 10.00 - ►i1 0 1 / 55. _J / 1 Q 0 1 23 I O 3 40 00, 0p, L// I N I 1 0rl O cpLo 4 Y I' Z / / / / �- r4 0.00, I W W N o ----- , 1 N ^ o / / / / 40 ,77 6, __� Ld i� S88'S913 E----- I O o / / '� 0 00 °p r-- ---110.00-------- O O N I M o 11 o N u� / / / / / r __ 0 a0� Ln • M o� O co O I I / 36 O V N N 1 r _ �l" / / / / / 78' P `'i I o 1 0 O ./ / / / / �Q 0 1 0 I o fn N I 10 / / / ^� 0 13 W / i / O O 3 01 0 24 o r n w Q Q O , W / z 41 1 I� d l Q c I V i 5 00, i i i ;� t4 ^ oo 10 ,! W Q N o -----S88'59'13"E-----� 1 l l i Z i M 15 N o in , J ui N w 04 O r -----� W p O Q 18 N 1 o I i o O I cn, ( / L6 / i l i 2 i io o' 17 Z o 10.0 0' 25 I o I 0 O I 2 '� L----�/ C23 / / / / O^ - I I I //y�� Z `Jd�. 6= '' C24 �'_ Jl i l i p 2 ' -----S88'59'13"E---N j I W Wes' G25 38,69, _,_�/ / C21 ,001 r-------110.00--------- i ro G`L ('�!S 52'S5'E 34,34' C20> 23.5' 23.5' O I 28 O i o S7'gL'1( B 113.p4' S88'59'13"E �<5 i m i 0 I O 652'S5„ � 22 47.98 S88'S9 13 E----- c" p4 E OR ' L----- J 1 50 0 25 50 100 / 113 2 C6 r--------110.00-------- cV 68 5j, • • _ S88'S9 13'E 0 I o I SCALE IN FEET I . I NO52,55„w ` 87.02' - • i 27 L i 0 I 1„ = 50' LLI p 3.47' „ C30 S88'59'13"E 49.48' i- 1 I NPL NANO • S88'S9 13 E � rn ----S88'S9'13"E---- ' IENS cS'G N89'26'14"W 52.00' r-------109.18'- L158 L159 t l9 \ O �G o f L158 i M • C31 Q _BL_OCK 13 •o I o r-------110.00'------ , I o� O N00'33'46"E 98.80' M ' " 20.0' U N88'S9'13"W 104.84' J 1 o f o I 0- 117 7 9 V) W L-----588.59'13"E-11_52-J • N01'00'47"E 24.99' �- I N o ------110.00'------ z -------- ------1os.00'------ L-- • -• - -- -- -- 40.73 c��O 9�F O F AID p� 0 MATCH SHEET 3 MATCH SHEET 3 N88'59'14"W 197.73' YM M F \1 LJ Ld CODY M. MCCAMMON, PLS 11779 /y IDAHO SURVEY GROUP A/ 9955 W. EMERALD ST r 1 SHEET 2 OF 6 BOISE, ID 83704 C) 0 W aile Engineering, Inc. o oJ NOTE: CIVIL ENGINEERING I PLANNING I CADD Z SEE SHEET 1 OF 6 FOR NOTES. SEE SHEET Q 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 4 OF 6 FOR LINE & CURVE TABLES EAGLE, ID 83616 www.baileyengineers.com o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 4-25-2022 cc PROJECT: C2018-007 SHEET Q O U ` 00 C) •� _ N Q) ♦/R� T V W ■_ Z Z . w♦ Z MENEM = a rN W Zw GANDER CREEK SOUTH SUBDIVISION NO . 3 � W Z w ■_ - W Qco cn Lu MATCH SHEET1,21M L-----S88'59'13"E------ - 106.00 • MATCH SHEET 2 N14'52'02"E 47.00' o I o I 3 ------10 I -- S89'26'14"E 38.10' o S75. N M I O of I I M I r�� O C1 0 � Q7�58" o � 1 L-----S88'59'13"E---+L—J CHECKED BY: 38.10'� r--C62 _ C� \ E �Q7 7Z I DAVID A. BAILEY P.E. I I I $7 N \� ° r______106.00 ---- —� I DRAWN BY: O I I 1 i _- 5•°7, „ w Ca „ o I I o ( BD O I I 7 S8 o RqN� E �'� ooSri i I / j � 64, E 83 Q v� _ RAP,+p �' I ►camo i O I °d ,W i 3 i o �/ / C65 \i 38 10 3 oN S250j'58 - \QR 38.77 L-----S88'59'13"E---`�-J M I 1 o 0 0 / 3 0 / / / / �- 8.101S250 ' 1 j4 3 '\ • ----- W I 3 M 0 ' / i / /\�� 258 f 11 3 C8 • - - • r -106.00 ------- I co I I 0 ;) t � O O o o / -4 / , / , 38.1p, 4.33, S88'59'13"E 75.27' o '10.00' i o rKi1 Z I i o o ;n O o o / 3 / , / / _3g 1 C36 „ cd I I ao 1 1 N rn airy o iV / / , , / ° 88'59 13 W M 1 I M / 4-4 / / o L----- • 1 1 I / O O / / C34 �i J 0 1 1 I I / i s vi cV o / , 9.32 , 37.73' o o S88'5913 E----- ill O I I I i o � O O p / 3 / / / C35- -----� o °° / v� , , / .a6 in r------106.00 ------ I Z l i ii I 5.00'1 I I I l i d ai ' o 'ry / / / / / 0.55' Ln M ----J L----�I 1 I I , / , o 9 0 ,O / 3 / , / / r7 0 �____JI / , , , ; v N O / / / 19.31,' o 1 ; a } I LEGEND • " 38.10 C41 C40 �- C38 J , , o .0 to 0 0 ^/ 3 Q 3 i� °►'° 1 O N i °° J SUBDIVISION BOUNDARY NO3 21 48 W 80" L9'26 14 E C42 C39 �_,, i / o o ;co tt oo ,o i 3 / Y^ L____- �J -1 pt le / v� / 3 w Wt ,n b S88'59 13 E----- Q o 20.05 89'26'14" 47 35 64' `��CKi / i l o i co t2 oN a iV i� W o o - - - SECTION LINE ig , / `� u qi ry M o oho r -----106.00 ------� 0, a 36.73 C44 38.1 �_, / / i o v� t3 ^ - �U• z o I O Y 100 - — — — — — — - EASEMENT LINE (SEE NOTE 1) r------, L------ __ C45 °� __,� / / , N o N o 1 O CU I b ao I M � _ 38. i- i l i '° 14 rna 1 O i M --------------- EXISTING EASEMENT LINE AS NOTED w O j i i i C43 i �r C46�, _,30.g6� 0 10' 8 _ Ji ` / %� S.p0, / , Z I M L-� -�I to 3 - - ( ) o I N 3 10 i / / l Q „ mJ 3 I STREET CENTERLINE q�� - / --S88'5913 E----- _ ri I I I , _38.1°, EY 3 ` l l U r l 810' i l l I - LOT LINE �' w I i / �� 38 , S2507 ��_, , r- ----106.00 ------- p w a O o .10 $8„ 38 0 , �, / 11.13' Z o I I o I O N o W I o o d / 3 / S / / �� 38 f 22 S7502' ° ��_�' 01 0 1 0 - a 03 r,rn Sri O 0 N 0 /�V r , / 0p' , / Q�QC / 10, 5.17' S8•F 38 0p, 23.5' 23.5' I Q O I N I O 6 LOT NUMBER W co I ui M / N / K / 2� M I O O s o o / / / 38. 5.17' 1 M N w z I i Z o^ % o � O oo,o / -4 / i 8 % /�,, 10� 38 b 3 -11. 40 L_____S88'59'13"E-- J I ACHD STORM DRAIN EASEMENT Q 0 ,% /�__ --7 38 N L15 • - r------106.00'---- -� I SEE NOTE 2 O I I I / / 40 N O iv / ' / i / ,�'��0� 5 o f O 10 I • SET 1/2" x 24" IRON PIN • Z I J LC53 I I % / / � d� O h ,o ^� 3 % ! i l �61 �� ao I 9 I WITH PLASTIC CAP, PLS 11779 C50 i i l rn o o O o,o ,/ C48 / r� L--------------- -J M p C51 / / / i o / d o N O ry i 3 0 / / L16 / 1b S88'59'13"E I SET 5 8" x 24" IRON PIN U C2 ;o to o O o / o 0 / 54 3p 96; �, _ i i l i o ;o tt o oN �,i � i � - I� - r------106.00'---- -� I WITH PLASTIC CAP, PLS 11779 0 3g �,� / / / / d � C\i0 oil i 3 � 0 Coi 10 p _ 10 f , / , i , o ;r� t2 O o o o I to o p FOUND 5/8 IRON PIN W/ PLASTIC CAP, C10 - 38.10•- � / / _o ;� 13 ^ o o r, I to °M° j PLS 11779 UNLESS OTHERWISE NOTED — Cl3g 10' _ / i / / o t4 z L-----S88'59'13"E-----J _ I NOl'12'39"E 47.00' o C57 \ \ S� 38.10, �\\ i , i a Ll --106.00 ------- 1 ----055 N \ \ S0jS8"f 315. 3g 10' 5 00 // , i ) rn• ' 1t 10.00 - ►i o I Z C56 i /�,4j03' 3 2,�\ 23' 3810, - `\\ i U v r00i I n I '�� S88'59'13"E� 0 O i _ 50.0p. \ w 38.10, • 20.0' RE�WQQ 7 57 �� C59 108.66' 0 1 N I N / / / / �\ S0 0p, �507 �9 N ,r r n 1°' 3, , / / , 58, CREE �' ,O w L22 � I v , Z W o CO,o i i t o i l '�, 50 \ ,526.0 �R. ;o/00i < t2 N C3 i o ;n/ O3 o ry c / i / �_,, 5 S 02'g8» \ \ 2 S2 p • 1 i % %/ oo <o 0 0\0p, f 497 p3� • 8g �'S8„f v S31'32'00"E 17.93' 1 , o ,o i 50.0°• \ 28' ,yo • S75'07'58"E 2.14' 0 Ji �' �' ,^ ti oo' N i 3 i / /' 50,00' 1732 \ • 50.00• , , v� O o,o , r\ 50 p 6' ' \ �Ocv tC_C/(� / , / d 0 0 ^o i 3 / S.Q0 \� �_ 50.00' • V �� S0.0p' _� �\ \u / / o \ / , / , d o ,0 3 , / / 00' • "� S1452'02"W 47.00' 0 \ \ 50°p' \J s\°0 ;' • 50 0 25 50 100 3 / 2 J 0p; ,' o ;' ,o 0 0 3 i SCALE IN FEET �— ' . I \ 50. l i v� "' o i i/ ' N75'07'58"W 29.00' 1" = 50' W S2507, 00' \\� NNL LA�yO t3 58'E S . ��\` 55000, 000' _SC\-\\J/ %l e /l / /I V/ t2 0� M ��g' ��ENSF0 G��` 0 75 •00' Q_ HOC / / / / o � w s 3�,\,, so0o KJl ;'�N 11779 � LIB \ So.°0 M. McCNMI Ld Li CODY M. MCCAMMON, PLS 11779 �• IDAHO SURVEY GROUP f1/ 9955 W. EMERALD ST r , C H U K A R RIDGE SHEET 3 OF 6 BOISE, ID 83704 SUBDIVISION NO. 1 0 aile En ineerin Inc. o W J Y g g, o NOTE: CIVIL ENGINEERING I PLANNING I CADD Z SEE SHEET 1 OF 6 FOR NOTES. SEE SHEET Q 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 4 OF 6 FOR LINE & CURVE TABLES EAGLE, ID 83616 www.baileyengineers.com 1� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 4-25-2022 cc PROJECT: C2018-007 SHEET M O � O U CO i _ M �3 Oct/ O W � ■' N � 'R T �./ LLI @ ■� Z o AL 3 W Z 3 Z ._ N W Zw GANDER CREEK SOUTH SUBDIVISION NO . 3 � W w Z Lu ._ a Cc Z L, I W Q00 J_ U � w Lu V � w Curve Table Curve Table Line Table Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta Line # Direction Length C1 553.50' 138.19' 137.83' S82'17'06"E 14'18'16 C34 123.50' 28.94' 28.88' N81'50'47"W 13'25'38" L1 N89'26'14"W 52.00' CHECKED BY: Y P.E. BAILEY C2 323.50' 40.47' 40.44' S87'37'38"W 7'10'01" C35 123.50' 0.92' 0.92' N88'46'24"W O'25'38" L2 N00'33'46"E 98.80' DRAWN B DAVID A. BAIL C3 110.00' 21.22' 21.19' S06'32'23"W 11*03'12" C36 123.50' 29.86' 29.79' S82'03'36"E 13*51'15" L3 N80'20'23"E 10.07' BD C4 90.00' 14.48' 14.46' S05'37'17"W 913'00" C37 40.00' 9.67' 9.65' S82'03'36"E 13'51'15" L4 S23'47'29"W 10.07' C5 50.00' 67.98' 62.86' N37'56'04"W 77'53'42" C38 448.50' 2.46' 2.46' S75'17'23"E 0*18'51" L5 N48'18'11"E 21.16' C6 100.00' 21.13' 21.09' S82'56'04"E 12'06'18" C39 448.50' 36.28' 36.27' S77'45'52"E 4'38'06" L6 N19'53'47"W 19.23' C7 50.00' 89.10' 77.77' S52'03'56"W 102*06'18" C40 448.50' 36.39' 36.38' S82'24'23"E 4'38'55" L7 N32'52'42"W 18.07' C8 100.00' 24.18' 24.12' S82'03'36"E 13'51'15" C41 448.50' 36.84' 36.83' S87'05'02"E 4'42'24" L8 N57'47'47"E 18.28' C9 100.00' 24.18' 24.12' N07'56'24"E 13*51'15" C42 447.68' 111.97' 111.68' N82'17'06"W 14*19'51" L9 S43'59'13"E 19.86' C10 300.00' 71.51' 71.34' N81'57'40"W 13'39'23" C43 428.50' 1.27' 1.27' N89'21'08"W 0-10'13" L10 S01'00'47"W 0.96' Z 0 C11 55.00' 48.03' 46.52' N82'34'40"E 50'01'57" C44 428.50' 48.54' 48.52' N86'01'19"W 6'29'26" L11 N46'00'47"E 18.38' C12 55.00' 30.38' 30.00' S56'34'46"E 31*39'12" C45 428.50' 50.03' 50.00' N79'25'55"W 6'41'21" L13 N43'59'13"W 19.31' En w C13 55.00' 36.74' 36.06' S21'37'06"E 38'16'09" C46 428.50' 7.14' 7.14' N75'36'36"W 0'57'16" L14 N46'00'47"E 18.38' 0 C14 55.00' 43.46' 42.34' S20'09'18"W 45*16'39" C47 428.50' 106.98' 106.70' N82'17'06"W 14*18'16" L15 S88'59'13"E 8.37' 0 a V) o C15 55.00' 3.62' 3.62' S44'40'54"W 3'46'34" C48 60.00' 14.51' 14.47' N82'03'36"W 13'51'15" L16 N88'59'13"W 8.37' j w o C16 55.00' 162.24' 109.49' N37'56'04"W 169'00'30" C49 76.50' 18.50' 18.45' N07'56'24"E 13*51'15" L17 N43'59'13"W 18.38' z C17 26.50' 6.30' 6.28' N70'04'29"W 13'36'51" C50 323.50' 7.14' 7.14' S75'45'54"E 1'15'52" L18 N14'52'02"E 11.53' C18 26.50' 29.73' 28.20' N31'07'39"W 64"6'51" C51 323.50' 36.02' 36.00' S79'35'13"E 6'22'46" L19 N59'52'02"E 19.86' M C19 26.50' 36.03' 33.32' S37'56'04"E 77'53'42" C52 323.50' 33.95' 33.93' S85'46'58"E 6'00'46" L20 N57'37'43"E 19.09' r 1 C20 76.50' 10.50' 10.49' S85'03'19"E 7'51'48" C53 323.50' 2.39' 2.39' S89'00'02"E 0'25'21" L21 S30'07'58"E 21.57' • �/ C21 76.50' 5.66' 5.66' S79'00'10"E 4*14'30" C54 323.50' 77.11' 76.92' N81'57'40"W 13'39'23" L158 N13'07'05"E 3.49' O Z C22 76.50' 16.16' 16.13' 1 S82'56'04"E 12'06'18" C55 276.50' 62.93' 62.80' N82'16'09"W 13'02'26" L159 N13'07'05"E 3.06' Z - C23 73.50' 1.31' 1.31' S77'23'29"E 1'01'07" C56 276.50' 2.97' 2.97' N75'26'27"W 0'36'58" C24 73.50' 30.51' 30.29' S89'47'31"E 23'46'58" C57 276.50' 65.90' 65.75' N81'57'40"W 13'39'23" Z n C25 73.50' 30.13' 29.92' N66'34'20"E 23'29'18" C58 90.00' 14.73' 14.71' N05'42'06"E 9'22'38" O L C26 73.50' 30.23' 30.02' N43'02'42"E 23'33'57" C59 123.50' 4.21' 4.21' S13'53'30"W 1'57'05" V / Z C27 73.50' 38.80' 38.36' N16'08'15"E 30"4'57" C60 123.50' 25.66' 25.61' S06'57'52"W 11'54'11" - C28 73.50' 130.98' 114.33' N52'03'56"E 102*06'18" C61 123.50' 29.86' 29.79' S07'56'24"W 13*51'15" > W C29 26.50' 47.22' 41.22' S52'03'56"W 102'06'18" C62 553.50' 45.47' 45.46' N87'05'02"W 4'42'24" 0 C30 123.50' 24.71' 24.66' S83'15'22"E 11'27'42" C63 553.50' 44.91' 44.89' N82'24'23"W 4'38'55" M C31 90.00' 4.54' 4.54' N11'40'26"E 2'53'18" C64 553.50' 145.35' 45.34' N77'44'05"W 4'41'41" D C331 32 110.00' 23.24' 23.20' N07'03'56"E 12*06'18" C65 553.50' 2.46' 2.46' N75'15'36"W 0-15'16" 76.50' 18.50' 18.45' S82'03'36"E 13*51'15" 0 = J S�CNPL LANDS D o�� \GENSFO G�� O 11779 V) W NA ,� �0 9TF OF \ID C) y Q YM McCPM� W W CODY M. MCCAMMON, PLS 11779 �y IDAHO SURVEY GROUP L.L 9955 W. EMERALD ST r 1 SHEET 4 OF 6 BOISE, ID 83704 V o (W0 ew-- alley Engineering, Inc. o o J NOTE: CIVIL ENGINEERING I PLANNING I CADD Z SEE SHEET 1 OF 6 FOR NOTES. SEE SHEET Q 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 4 OF 6 FOR LINE & CURVE TABLES EAGLE, ID 83616 www.baileyengineers.com o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 4-25-2022 PROJECT: C2018-007 SHEET C� Q M 1 0 BLUVII; , I I 1 , fir,_.-_—_/--------- —~��`, � —_„ ,_;;;;� _ ; `� —�� —E � KEYNOTES A �E �E�, —_ _ _ -- — - _ -- -- -- - _ --- \ CID -- _ - _ e` � � - _~ �, - _.._ 1 PROTECT EXISTING WATER MAIN & SERVICES.jl VIN - \ T LU _ _ _ _ 0023 PROTECT EXISTING SEWER MAIN MANHOLES Z SERVICES. ' 84 p --_-- PROTECT EXISTING PRESSURE IRRIGATION MAIN I Z & SERVICES. _ p i ® i , ; , �7 -; --- ` �\`; ---`\ gas========= = ,� _ __-____ ° III l l ' �R�-=; � = ___ ,,;�, � �\, -_ �'•�-_ ® PROTECT EXISTING CURB, GUTTER, SIDEWALK, O�A ROAD SECTION N J l IF O ;` \ -� W DEMOLISH EXISTING FENCING & DISPOSE OF W _ _ -�- ---- \ ` OFFSITE. W W FILL APROX. - I ;----- - - - - - -- --_ >- LF OF EX. CH s a = lY AND DPSPOSE OFOASSOCIATED IP PI NGSOANDIT Z - li � ;_ ; '� = =�- STRUCTURES. W o I r — � ��' Ld li 11 i i 4 ° �� _ - 4 DEMOLISH EXISTING BUILDINGS, BARN, GATES, c� WI - G WALLS, ILO & DISPOSE OF w O I © i II � N , RETAINING LS, S V o co PROTECT EXISTING PRESSURE IRRIGATION PUMP 11 i i J �__ Bhp i !i i / 1 0 �4 g 18 ! _ \;_ STATION AND ASSOCIATED IRRIGATION PIPING. NAL CKi; l r ' _� ' _ to I ------ gS�O FNG __----- I , � - ® ____\\ - �, 90 ABANDON EXISTING WELL IN ACCORDANCE WITH � _ --- / i r------___ i / I i � ,/ cw _ -- , , L,,_ I � �_ ;' ��3-� IDAPA 37.03.09 WELL CONSTRUCTION Q 04/25/2022 � � STANDARDS RULES. CITY OF MERIDIAN PUBLIC I11 11 11 I // i i O �• ` O I_ ' _ WORKS TO VERIFY PROPER ABANDONMENT. 17882 I � 11 11 1 I hl li t, II s I to ------ I I 24 POLE /OVERHEAD POWER / IDAHO POWER. �F� COORDINATE REMOVAL OF EXISTING POWER 111 I i i 11 I i/ 1° i �+ I L, i ® A 5 �` �, --- ® ® ,�'" S W �N S. CRP O � ' _ ________� 1 COORDINATE RELOCATION OF TELEPHONE ' ------- - �'� 3 - " �, 30 8 ��« gP -- ------ CHECKED BY: ,'-- - � r -------------� `0 Q - � ®O _ �_________ BOXES W/ DEVELOPER AND CENTURYLINK. 1 i —� `_ — �� I I I a • I _�-�.. - -------------- ----- ----- ---- --- ------------ _—"_ VID A. BAILEY•I B4 pC ----�---- --------x-- --- --------------- -- ------ -- -____ ------ -- -- -- --- -- —.—.—x—. DITCH I K - I 0 , x � _ © FILL APPROX. 300 LF OF EX. IRRIGATION DRAWN BY � �--------------J I E--------------� i "� x- x------------ xx— ,s, T ____------- --- 8 �� ----------------- AND DISPOSE OF ASSOCIATED IRRIGATION PIPINGS _ I , C� --------------i i i--------------� Iz ----------- ----- -------- to - ---- I 3 7 ------------ OFFSITE. EE , i ------ a I 0 =-------- - g -- _ ,-- "- ----------�---- ® COORDINATE DEMOLITION/RELOCATION OF EX. - L -------------J--- -_---____--__ D-------------- i w - _ � - O , A _ MAILBOXES. -------— i --- -- i _� _-------,-`` —� ` ® EXCAVATE EX. WATER SPIGOTS AND DISPOSE I I t0 I IQ O7 r------1--------, - 6 ;15 % ' OF OFFSITE. I L i . I I �i i I I ------------ - m I i to % 72 7 ;'' / 70 -x Q� "' ® DEMO EX. GRAVEL ACCESS ROAD. I EX. GANDER CREEK SOU TH �� L---------------J = A L_______________J . i `� SUBDIVISION N0. 2 D i-------------�o� ;' ff g ; 5 " -" '�" " "� ® DEMO EX. PAVEMENT AND DISPOSE OF OFFSITE. r---------------, 16 Z -------, I I L--------------y J I o I-. ------------- o Q ` � I� j I I I -------------- I c�1 I � p ,0-- ; RECONSTRUCT GRAVEL ACCESS FOR PIRR PUMP a I i I r------------- _ __�C 0 ' n ® -- o -" �� - I II I / ------ ---------- "------- � I I STATION. SEE T 1 ao. N I I j � L_______________J p I / ____ � � � ____----- APPROACH AND REALIGNMENT OF ACCESS ROAD. .O L--------------j D--------------� '"- - — --- i ,� ,oa r--------------� ------ i ----- --- I --- ® COORDINATE PROTECTION/DEMOLTION OF EX. I r-------- � I I I k Q o ® y I i I i to I a L---------------J i' ;' // GRAVEL ACCESS ROAD, BUILDINGS PRESENT N a I Ir — i I --------- OUTSIDE— ® OF THE SUBDIVISION BOUNDARY.L_____________--J L---- ----- "__ ------ � ------ ------_------- Z--------------- 5 --------_ �_____�_____ '___„ ABANDON EX. SEWER CLEANOUTS, SEPTIC TANK 0 i PER IDADA REQUIREMENTS AND DISPOSE OF I I — - JI ' I I ---- '----- — — a ------� L---------------J ---------------- ORa BLOCK 13 i EL ACCESS ROAD FOR r � I OFFSITE. M I ' O PROTECT EX GRAVEL_ = - == =- t -'—" MCFADDEN FRAIN. _ � -------, -------------- I L----- -------- Z/ Z�' I IIIII �� - '-� I Lr I � , ,� - DEMO EX. 12" STEEL IRRIGATION PIPE AND J g ,,,. I sa - --- -- + DISPOSE OF OFFSITE. J I � @ ' RA 0 V I AND m i II - , a -------, I----------------- �� T� _ NOTE: _______ - 1 4 '� I --- I ABANDONED BUILDINGS, TEST PITS OR i- ii ' O O O 0 _- ` s I I WATERWAYS LOCATED WITHIN CURRENT OR �i i 2 01 �` �; I Gi ' I FUTURE RIGHT—OF—WAY SHALL BE Z I 0 I I pi RE—EXCAVATED TO NATIVE SOIL AND 0 BACKFILLED WITH STRUCTURAL FILL PER O OBI ® e a i ISPWC SPECIFICATIONS. o o (n r -, I III I S I I I COORDINATE ALL DEMOLITION ACTIVITIES WITH �p DEVELOPER. W I 3 O Q -- i" ---- --- ---_-_ �84 i , L---------------J 3 r , I z --� �( I 13 I I; SURVEY LEGEND$ (n J I D I I Iu) r I I I / , ,�_ I IIO ; Os 8 \'/\-� I 8 I i o FOUND 1/2" IRON PIN 0 O FOUND 5/8" IRON PIN -- -b - I I 5 s, O1 2 4 G) I ' Q FOUND BRASS CAP MONUMENT / I W • ' \ ' 0 BENCH MARK . 0 CALCULATED POINT )\ \ / to EXISTING DROP INLET W u EXISTING TELEPHONE JUNCTION BOX EXISITNG POWER POLE Lld EXISTING POWER TRANSFORMER w IN III 12 EXISTING WATER WELL 1 # O I I 60 0 30 60 120 U w�lll ;� '� �_ IIEXISTING; ; TELEPHONE MANHOLE O W TM EXISTING TEST HOLE SCALE IN FEET 1 -- ---- - 4 - 0 1»=6 0' 0 ,a I I 3 - ,tea • ' �'�-� ! STREET LIGHT LLI y SIGN r n \ Publ ic d F t A Ar n Pl \ o — -- - Q • -J ( ❑ EXISTING MAIL BOX Z as e Accepted uc O O EXISTING PRESSURE IRRIGATION VALVE ID Q il --===c; =====c tt Street Construction 1 ` _ ' = - — _ / OO EXISTING IRRIGATION STRUCTURE AS NOTED v 6 _,,, _ -_ =,_ E - _� - _ _ � _________ By stamping and signing the improvement plans, the Registered EOA Li 1 0 GK -- ---_ -- E__ _ - _ / „_, F",` -__ - _______________ Engineer ensures the District that the plans conform to all District 8 1. / �,.:: = ,- -- __ \ __ - I SECTION LINE .� �- — - _- - - ; `'�" _ - policies and standards. Variances or waivers must be specifical- ✓ _ - - -- and previouslyapproved b the District in writin Acceptance DATE: _ _ I EDGE OF GRAVEL/DIRT ROAD of the improvement p plans by the District does rot relieve the 4-25-2022 ✓' ' , , , , , -, - '__-- - -- z _� I Registered Engineer of these responsibilities. PROJECT: BOTTOM OF DITCH/POND C2018 007 BY DATE: =i - - - - --- - - -- ~� ADA COUNTY HIGHWAY DISTRICT SHEET EDGE OF WATER 77;_, - ``--� TOP OF BANK O = _ g o LEGEND cMENEM c T cp 00 F'V \ ♦� T G MlLE C _ SS EXISTING SEWER LINE = C3 Lu // /// O eL +c r-0�\• I �-_�,, �- REEK .� Z F a/ l co W EXISTING WATER LINE L "A \ �- SD NEW STORM DRAIN �_--- W NEW WATER LINE © /I NEW SEWER LINE '- 0. " y I1 / PI NEW PRESSURE IRRIGATION LINE C3 W� _ ® - 8 ti.._... 7 W ��_�_ —. �_ I l I l l O / l f i I r , l �+�\. •` -\_ W/S _Z H I � _ Ljj i , 1-- •• i-��=/I/\ ` O, �`\OIq"T_/i'`;e�L.�lE\��l',�R �� __ I l i I�/1/�, i ;i i % i i IRR NEW GRAVITY IRR IGATION LINE � UH) WWO 1 , W+ W --y---� _- y --i --- _ �CK -—--—-- — BOUNDARY LINELy MENEM ROADWAY CENTER LINE 5 cn i 13 �' I I I ,.`.3-]�.,, �9 _ \_ W (D ROADWAY RIGHT—OF—WAY Lu Qco L O II O 4 Lj W ^ LOT LINE0) O+ Q 1 r D • W SANITARY SEWER MANHOLE 1 I I I I I •� l l I I _�1 " _ '1�, i \_` I�\, 1.... -r-___ -' ; ,' ,, r r' r I' 18 I' r' , _ 1 1 I I 1II I' II' I 1 I J �C_K EXISTING SANITARY SEWER MANHOLE O - ------ J — ------ I , -r r 1 •\L -\ C,� 1 —��-__- 1 1 r i � � i Cj� F/l//•� • �_� � � ` __ ` I �'r _-_ I I I r �- r - `1 � K ' - --__ 1 , �=f________1 r I S V� 4 SEWER SERVICE LINE <c`�' �c, sI __-, � I I I I I II I / �_\ ^ ___J y I " l I � r � r r ,-y- , �\• \_ I �• , r /"� I .° Or---- I II I I II I ,II 1 / / _ �' O F-- - -- • O I /I�' ;' ;' r° I I III I 1 III I I1 II ,II II I I�,II II 11 I I II I'II IlI I 12 iI II 13 //// / // 18 _--_ __ I n y 1IL ---� {" • I it llI Ii' O fr� i'i' ��ritf -i_l`'i�' i'i' 'f'_ -1-i_�,`-i •r -`r-\ •-�`~•1• � . `T�r \ `'~i\'° �i ' v/ te` ® _ __- j a II I - <" ��O 04y/2. 2 2TYPICAL SINGLE WATER SERVICE 1 VV - ------ - © A TYPICAL DOUBLE WATER SERVICE 4 i' - "i,_ ' `` •1�, -�%� / �L 1, I O O I I IIII j O I O __ l ' � �• � _" " � � PROPOSED FIRE HYDRANT OF • ' I I I I I I I .I / / ----------------- ' L I -------------- IV �-� • I(_ - f ; r; r, i 1; © i ( ; i 1 __ -\ ` 11 i I S. _ E (--__ - --.,r' -------------r LOT NUMBER I I II J I IL-_r--- , .°• ,�/ ,/ ,7 ® F--- ' -- �1 ''--__"�OCK ; ; ; ; ; ; ® CHECKED BY: ---------------J ---�- - - �2 1 — DAVID A. BAILEY P.E. - --------------J - - _ •� _ CATCH BASIN i . I,-• SEEK'-fl�_'� i s �--------------� " z ----------- � a� `�'-`� ---- - � � 1B � - - . I _- - O 1 BSA � ° . WN BY: a AK - r - . O O --� �+= -r r�I r--------------- "�"� O I A C�- ,�• �� \� 18 I I 8 F--- �( I � I,-_---- -'�-J � i i � �' i - I _ I' I s I I I IL II __ '�_r' F� r-------------------------------� 1 (—'�1' 1--------------J L--------------- - - - -- O I % r' r ''-_- �� `_ ' r I ' I — T` STREET LIGHT ---- \\ I ---------- '-• -------------- " i i i �, O _ � 1 'I -- - r 1 r r 1 1 ' ID � r--------------- ' ; ; ; ---- I I `----------------------------- I I I ® I •< i-- s I I ID In I I O --------------J f L L�. ° JI i It i i r ' r r i r r ,��-- r-------------------------------i --- - --" 'r - -� • IF--� - r --- O4 I 1 1 r i i i i i r Ij ; -1 I FT1 --- m 1 1 r r O 1 r r r 'i -----� - ° 1 ------J ° � 1 r � 12 ° EX. GANDER CREEK SOUTH ____ z�- - ® EX. GANDER CREEK SOUTH -1 �` L--------- ----J SUBDIVISION NO. 1 ---------------, � � 1 SUBDIVISION NO. 2 D w - r r � 1' I `-------------------------------' 1 � r L------ --- - 1 1 r--------------------------- " L-• --------------J - --i ® t��1i '� �\ i r ' ' 18 i' �I r I i F a l I O I J D ------------- •-' �• °, n I- I `�� `�a 0 1 30 �--- - -- (� r 1 r- ---------1 1 ---- r I E L--- 0 ---- ----J Imo• I (�� O �I O • I rr -� ---J 'I ----------------- L---------------J � O I7] r ---- ------ r---------------- W II OI I • r---------------) r-------------- .`:`• ` ---- - I „ -- ® 1 — ® --- - -- ID z L---------------J R m, O �1 --" ---------------------------- .• I �I I I -- 1- ----- i, ) _ ACK Q'�i l I -------- ------ O _ - Lj ------------------------------ _ c i � �- • IfTI `• r---------------- I I 7 • 1 ° D I No �I - ----- --------------� ----E- - -- II /I / •�-.y ------ - lin•- - --� 27 i W - f O • I --II O � I O E I ' I 11 �--- L---------------J M ' " O --�Ilu r Z I , I I --- J . 23 --------------- ------------------------- ------------------------------ , 1 • I -------------- ——————————————— _ _ - —_ L------------- _ - r ------------------- .., ... L.. J ' . . Z• A ID " r--- - ^ --r ^ ^ " _On ^ = x 9 F +I / ---------------- 1� 1 _ �(7 1 ' ,......_.. -- ® I 1 � J ® Z .° ° II}I ————— r IIIII II �_ s II • L-----------------------------J 1 - - - _ m • 1 - ------------------------------ ' I I I 1 - -� ---------------- =-- _ �I I� I _ .. �-.� \" Off\ I i I 1 I F- 4---------- 1J I' -------I- -' I -- ----- ----`-----, 4 \ ,\ \ 1 -_-_- r----------------------------- r_____1_ _ -}- �\ O " E I9 �i l i i i f i �I �' i i --`---i ; •\ R \,�—.—oli I • I 1- ---- — — I 1 1 I I — ^`—I — --- —• • 1/ • s d �- J �� I I I I I �I 1 i O i i i I i i i i i r i r ' � �\•� ��- - ° r-------------------- -----� L --- ---------- a, I I I •• r^I i i i I S i i i / / i i i 1 ' ' r------------- • " . Its VJ I I I ; I I ' © _- ;. 1z " ,• II r " I l i i i I I L-------------------------- - � i I 1 I 1 �' i � �r i � � I 1 ' I r r � i i I � � I I I , I . \\ LL O ---- -- • " ^ i 1 © O ID j I � � l I l • ' � r , //''''�� I II}II II ; ; , , / I , , , " I I r � O r r r r ; ; ++ 1 r ; ; ; IZ L______________________ ____J ImI ' �o 1 1 r r i i 12 r r 1 I I .1 L---------------J ° n ----------------------------- -- __ 11 _�-- -_--_- \- _- % NI II I 1 1 ----------------r -_____- L_____________________________JI 1 \ ID I ----------------------------- 11 \ \ \\ I I I(�. • I I I r 1 1 r 1 1 i i �--_-- \ �--_- -%' � I I \ —————————————,J �e i i , ' l ' , , I I I --- \ . L_____________________________J 1 '1 ,' r' I 'I ---i i - \ i 1 , I 1 r , , r r --_--- I- --------------------- I 1 -------- 'I 1 I I , , I I , , I i , , 11 , I 1 , - I I if . \\ \ ' °' /• 0��,� d�w Z I� I II i ; / "-`a`_ °. ' �\,-\-�'Rc, . r ---T__�i `------------------------------ ' \r-GD \' ___— Ld _____ W ,In rl Li I �. , .• / i 1 1 I� II I i i r O ' r i i r 1 , / , / — ✓ , 1 1 r 1 � � r1 11 i i • i , \ \, ---__ i� '� /'�\ \\ \\ \\ 10 sI �� --- -__- f' �' B� �' i i © i i r 1 i i --1 _ '1 \1 i •�• %� I I I I \ \\ \\ \ I ' \--\`- .\}`"_`-'i i-- 'i 'i ;' ri 'i % O ;' �' I' I' l fn -`-'--_-- N----'_.r -- /°"�.\• 'i t2 I I I 1 \\ \ \ \\ I •� %/t \`-\ 4\\ --- ---�-�i i i i �' �' � i i i � i' � 1 \\'�, ' �-_-,- I 11 I I I \ r 1 , 1 "w�-- r Oc M -\_ ---- ; I DATE: cc CFq�OEN -\-- - !� 4-25-2022 ORA�N PROJECT:\--\•-\,, 60 0 30 60 120 C2018-007 SHEET SCALE IN FEET 111=60' 3o2 C� Q M 1 o � Qoob a % LEGEND N co PROPERTY LINE SPOT ELEVATION - " " ------ BUILDING SETBACKS •10.0 TBC Q� Z ----- ---- -------------- ---------- -� TOP BACK OF CURB Z % / g 1 ------------- - - LOT SWALE (0.5% MIN) EXISTING GRADE AT LOT = % 22.8 FG 2570.2 EG [22.8 EG] - CURB AND GUTTER 2572.0 MIN MIN TOP OF STEM WALL a 2573.1 MAX MAX TOP OF STEM WALL = C N % 22.s FG + - - _ EXISTING CONTOURS 2570.5 DG LOT PAD DESIGN ELEVATION W Z [22.6 EG] 22.80 FG 2700 FINISHED GRADE CONTOURS �+ W F- DIRECTION OF SHEET FLOW Lid W� �) 2.20 FG 22.0 .61 FG 1.2 2 FG 21.83 FG 22.13 FG 22.40 FG _� w s �� EDGE OF PAVEMENT O O 22.82 FG 2522.5 EG i A OR B LOT TYPE Z � .� W 523.1 MIN 2522.9 MIN 2522.9 MIN 2523.1 MIN 2523. MIN '523.5 MIN©Fc �© 524�6 MBA 252 4 MA 2524.4 MAX 2524.6� MAX 2524. MAX 525.0 MAXI W o �z 2523.E MIN 0 0 O 15)� � B B 0 B J W - 2525.1 M X a N 2521.E EG 1.2 EG 2 21.2 EG 2521.5 EG 2521. EG 2522.1 EG/ 5 � J 25230EG 22.80FGFG �220FG NOTE. CONTRACTOR SHALL DELIVER DEPICTED GRADING c.� � w • �22.40 FG PLAN TO DEVELOPER . O r 22.3 22.00 FG 21.61 FG 21.22 FG 21.53 FG 21.8 FG 22.13 FG I 2524.1 ��TBC GANDER CREEK NORTH ! 22.2 FG 2525.E qX 'Apo FG . TBC �Tg 021.9 2,.8 0 . 21 6 �� \ANAL F Ss N� I [22.2 EG] 'L °Y TB ae 21 C TIK; 2tj ° 22.2 0�� G\S T E,QF c, / TBC �8C TB6-" TB BC TBC TBC TBC Q� O SUBDIVISION N0. 2 ,/ v o O TBC 0" " _ """ -� - - -_ N. ALAMEDA i „1 25 �--� _ 04/25/2022 �; / N 9 EG; `L 1 882 2 ° �22.2� TBC N 2524.0 22.6 TB �� F 21,6 FG 22 9225.5 TBC / 22.5 22.7o FG 2.0 22.0 G F - [21.6 EG] MAXFG 22.6/ TBC BC �S TBC �N S. CRP 1 •' �TBC 22.70 FG 0 Y t 2523. 292 FG 22.71 " 2522.8 EG � I E R / EG BC - 101 (3 / CHECKED BY: i O =07 / © O I Q I DAVID A. BAILEY P.E. A I ) 2524.2 MIN / % ��- - - J� DRAWN BY: 26.9 FG J 23 08525 7 MAX 22.7 2524.0 MIN ��' a `��- - 22.4;__-- 22.44 I BD / [20.9 EG] FG / TBC 22.91 G5 5 MAX ^o - TBC ---- TBC _ / 2522.1 EG2.4'00 -- 1 2523.13.08 FG 22.9� © 22.94 FG `� �i 0 �226o FG BC 22.4� EG TBC _ N s / / ° 2525.7 MIN I TBC / 2 21.7• " M 21.0 FG 2524.4 23.2525.9 MAXN 2 „0) � 10 25 MAX � �� 1I TBRCfBRC � 22.9 23.0 23.2 23.3 �23.5 23.4 13.3 �23.0 22.7 22.4 22.2 24. TBRC--�TBRC--- TBRC---"TBRC TBRC'~TBRC' •--•--• -- - -, 21.7 I 21.0 EG - o „ „ BRC ,, TBRC TBRC „ TBRC TBRC�-- 0 N [ . ] 24 FG X / TBC 23.13525.8 IN N N © 22.pg FG TBC .1IV-/ 1 n„ �`Lr-+ - 14---- -252 ��EY -- 2J BC Y I M FG MAX N 22.3 _ �+ + ---- 2S --+---- o 2 , 23. 23 II II}�- CO /1 / 24 FG 23.1�cv/ . 2523•3 ~t TBC 22.7 22.8 23.0 23.1 23.3- - -23.6 23.3 23.0 22.7 22.4�22.2 25231 ° TBC N 23.15 FG 2524.8 MIN %J' 21.8 + TBC 1'`TBC TBC TBC TBC TBC TBC `TBC TBC w TBC TBC ~21 W ` co 21.5 EG ° � �'0 2523 3 EG � � 21 4 WAX Q�I .TBC 22.50 FG 22.80 FG - TBC C 21.70 FG 22.60 FG \\\ u / " TB ! � i' © o N c� 0 2521.4 EG FG _, - 21.4 - •� 21, 70 O 24. O O © 21.4� 22.82 FG 22.87 FG 22.93 FG � 2� FG 23.10 FG 23.15 FG s 23.18 FG 22.97 FG TBC / \��FG F / 2524.4 MIN I 23.1 2524.4N a o N 0 TBC 22.3 FG J 25.9 MAX ^� I 22 MIN `�'N 25 �; / x x x x 25 a 23. X , TBC 23.25 F 5 g MAX 22.7 MIN or c� ?a c� z a z a ?a ? z a ?a ?a z a c� z x ° 22.8 MIN 23.7 FG rx I�/ I [22.3 EG] 06 FG �� G N �1 W �� W �� W �� W W �� W a� W �� W �� W _Q W e 2524.3 MAX3.7 EG N / / - ----,JUS ,, / ry h O 1A N O 1A OR M ,,q n Of � - - m O Of n O (f- N 3 AX L ] W _ 23.25 FG 20,8g ° / �. 0 0 0 � O O O � �� N s ►�00 0 0� � N / 0 / o O6 FG 22.9 a 2520. FG cV 1[i cV �,ri Sri cV u� cV ri se ri Ki v;0 0 ri 21.2 25 2522.$ ( w © 52D.7/ 20.7 1N 1N 1N 1N N N 1N 1N 1N 1N 1N 1N INA N N N N N N N N N N N N ' N N N N /n /`L� TBC 21.3 EG B i O EG TBC / 2522.9 0 0 TBC TBC N N N N ingoN N N N N N N 1n 1n 1A N N N N N 1A A !�� 21 / EG N NN N NN N NN NN / • I O q W' 0 2522. % 2.50 A o A A A A A N N N N �20.7°' 21.1g �p�G 2524.2 MI O W/ O vim-' � 2523.5 MIN 0 0 O O 0 0 O s O TBC 2522 5 MIN 23.6 FG > 22.0 FG ' 22.�� 5.7 MAX ' / 22.7 ' N � MAX 20.41 e, � � W o F 3.04 FG 23.10 FG 23.20 F 23.E EG[2/.0 EG] ..E` G X _V TBC 2525.9 MA a d 2p.47 •' TBC y�� FG 2 23.15 FG ° 1 [ ] La z / r: . / / 22.89 FG X `� h © 25 FG \N Y 23.20 FG 22.60 FG 21.3 � 21.1 0 / 22.78 F 22.6,o a N 20.4 EG �Y 19.3-19.2-19.5� 19.5 19.8 20.4 20.9 21.3 21.8° 22.2, 22.0 TBC 0" 22.8 N O 2521.7 MIN N �flC-ttamTBC %TBC a= TBC-� - TBC=° TBC ° TBC ' "• 21.8 TBC TBC 2521.1 EG B / / /. . 2522.5 9 FG 2523 20.0 " o �- -� TBC TBC TBC -+TBC 21.6 TBC A / M EG 2s22 s EG 20.2o FG 2 MAXF� TBC N. C MP CREE AVE. ��' "'s' 25 " 2�.0 / O Q� Z ,� Y -_-�-_-_-- -- _AMP CREEK _- 22 - 8 F 8 O - ----- - 2523.9 MIN a' 22.4 2524. O © © 2520.0 EG 15J_� �- 2S _ ?S -II _ l 2521 4 o FG ¢23.4 FG r 1 Q1 I 25 % 0 MIN TBC J- 27 22 •�c � N EG [23.4 EG] V 22.4 FG J 22.45 FG MAX ` / TBC 22 60 - MAX N 2521.3 MI �� TBC 19.3 3 20.5 21.E ~. 22.2 , • lU I [22.4 EG] /�* / 19.90 G 8 X �- _-- TBC //// TBC TBC TBC 21.9 _� 21.5 2522.60 © / 22.4 • 22.6o FG • 19.90 FG /- Y IIO.C2s- 20.0� 22.0 ��, 1 TBC TBC Y TBC 2524j IN / O Z / / TBC �4j 22.3 I 2522.2 EGG 22.2 TBC 1 '2p :TB 0 C 22.3 TBRC 22.sp F � °°. 21.7�/pb 21'44 FG MAX � � Z TB 2522.M EG ^ o a ----- -- -- 22 80 22.80 FG TBC G 22 5o FG TBC ' / ?521 2j 44 F 23.E FG I _ - I FG / 2523 7 " 8 EG G s [23.6 EG] , i 25235 MIN © N V ,�s 25 22.6 22.7 0 21.E 23 0 EG 22.g FGU MAX 22.1 2523? MIN O 22g EG TBC '-- TBRC O ro EG TBC / Z [ ] sI. 25.2 20.E 20.E (''>� e Q 21.E 252- B i I 22.25 F MAX v TBC I TBC 252,3.- 25�2.9 " TBC 252 MIN 0 G A= 9 MIN �o / 2524. MIN / ,/ 4 3 MAX L .9. m = _' {{{{ 22.g3 FG 5.4 MAX 23 p0 FG 2 4 MAX L 21.8p O r ! , 2521.9 22.25 FG / O - - 20.7 " 111 22.s6 25 3 0o F / / FG / ! EG l 2522.0 EG 3 30 FG 0 /TBC 20.7 AO a FG 22.7 O N3.1 EGG 21.4; 2521.621. 9 FG ° 23.5 FG 20.7 25 Q TBC / 22.9 0 TBC / G [23.5 EG] 2523 2 MIN / / 21.8 252.3, © Y i / 0" TBC 25 24'0 MIN TBR 2 522 7 MIN �Y O B I °' 23.9 FG 2524.7 M TBC MIN Q 23 0 25.5 M / 231 524.2 21.4 2522.g 0 / 4 i 21.84 AX • 21.s6 FG AX I / 4 FG AX o FG 23 AX • �lyll" TBC • 2524. MIN W A [23.9 EG] FG /' I 2522 8 3 o F 22.9 _ '` O 2523 21EG G n. MqX / 0 I 21.96 s M / ---- --- ------ --- ---- --- / O EG - 21.3 2�.so F W 2512i.84 FG� 21.6� 251.7 EGG 4 " 20.3 252 0 �TBC 23.0 25226 TQ'° 2521 2LL o s 22.9 FG 6 EG TBC �P / Z `TBC 2 MI M 4 E� FG I 0 21 ,� B �P / / //O 2525 M N N TBR 23 2$241 MIN 3 O/l [22.9 EG] O C Q 0 2 .5 s BLOCK I l 4j�L ° AX 20 AX O, " 8 24.5 FG 252Z524 4 AX i: B�°p TBC - 2524 61 Mq / 25.5 MA 22.7 A 0 EG 21.1, TBC 2524 B /_1 I / q 2524 M X N / 0 25�3 FG • � 21.2 2522 MIN 0 •� M V / [24.5 EG] 6 Q p--`-- w --`- X /Ii Y i lS Q TBC 0 O C' AX 21.60 F �� - 21' ;/ ° / TBC O 52 22.8 ?522.4 M / 21.4p F M G w A 2 -- , 59 FG EG / /TBR IN G 21.4p 0 l I 21.s / 1.70 FG 22.70 FG / 252 22 58 FG ' 22 97 FG N 25 2.-S MIN FG s 22.7 FG % I 0 FG ;/ 19.5 25 3.7 25 2?97 F a / /h 24.0 [22.7 EG] J TBC o 19.5 AO 25 2 MAX 22.4 AO 22.8 EGG 21.0, N O MAX A `Q " BC Q TBC 22.E 2522 /BC TBC 2521•2 EG W �� e 22 3425c 26 EG /TBR 2 2523,8 MIN ll - © 5 / I I s A / 25 2.34 FG 2.74 FG AX l4!O� 2A 2525pMIN • 22.2 0225 G FG 20.8 252 21.19 F 22.7 FG /O 0 � MAX TBC / ro TBC I 1.0 EG G s [22.7 EG] V / �/ I _ • _ 2 2522.,30 / 22.3 2522Oj i / 0 W _ _. _. " EG b TBR 2523. MIN 20.8 2522,3 0 © / / o " %," • 22. 1 22 1 6 MqX 5 =-`��- - -- -- -- ---- N. MAGICAL CREEK AVE-------- - `� ,,�� ° 25233 A FG 4 ° / 5 FG ?2g1 F j TBC 2 238 MAX Y 0 524.8 MAX 22.0 �_N O 2522.5 EG G . 20.7t " 2o.gs bib GANDER CREEK SOUTH SUBDIVISION N0. 2 ° °° °� 21 5219 TBC 111.0 04 s o TBc / zO.ggFG 22.5 FG W ry,Z'�s 89 FG EG / N °TBR 2 22.1 23 0 MIN a ?520.8 EG [22.5 EG] W 252 21.8g FG FG 2 5 MAX 20.6 252210 V /y 3 0 29 / I / 1 2524.5 21.7 O 2522.3 EGFG 20.5� " TBC 2523.6 MAXIUD Ql , U 251 8 21.9 2521 8 MIN 3 2p'7g FG O s 21.73 FG 21EG TBR 25233 MA 2p.79 F 21.6 FG 6 X 5 G / N O N I 2522.9 / / B 20.6 EG [21.6 EG] I I 2524.4 IN 21.6 _ 22.06 FG 20.4/ O2 0 / ' o Yi •Y U MAX TBC - A o TBC 20.4 2521.9 MI 8 0 I MAX 0 0 Q � � / -TBC 2523.4 MAX W I I 2s21.s E �° 2521'� 5 50 0 25 50 100 J 1.63 FG G 21.7 32 1.63 FG TBRC 21.83 20 BLOCK /0 2522.? MIN I I 2521.5 MIN 2520. FG [19.0 EG] SCALE IN FEET Z " 21.4 20.2� 58 19.0 FG 1 Y/Y I 6 / ! -� �� 2524.2 MAX TBC 2523.0 MAX ABC O EG �` 1 =501 Q Z" I I O O N 0 i, ,� -----------------ALLEY------- -- --- IQ ; gO2521.55 EG 7 N r^ � 2521 MI �I l -- --- --" - �I -- - 2521.E EG 0.1 25�32 21.50 FG 21.50 FG - - - 21.61 FG 21.67 FG 20.1- MAX 2522.6 MIN TBC - -- TBRC 2521.4 MIN a TBCO TBC / , Plans Are Accepted For Public 20.30 -- - 17.7 FG BLOCK 4 . MAX2524.1, ! ' 2522,,E� MAX [17.7 EG] Street Construction DATE: I O I O 25213 EG N � . A 4-25-2022 " � • N � • 2521.5 EG � I _ � By stamping and signing the improvement plans, the Registered -- __ 21.1 121.3 __ - „ Engineer ensures the District that the plans conform to all District PROJECT: 1 21.30 FG 21.30 FG TBC I° TBRC 21.5I FG 21.50 FG I A� policies and standards. Variances or waivers must be specifical- C2018-007 BLOCK 9II ly and previously approved by the District in writing. Acceptance SDI n O N I 1 A of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. s s : 1 -� 6 BY DATE: _ RI 1 ADA COUNTY HIGHWAY DISTRICT =P- - FL 1 Q O U MENEM M N 10 C) v N T NOTES: NO DEPRESSION AT FENCELINE. REAR LOT LINE 1. THE BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS SWALE TERMINATED TO MAINTAIN 'y Z ~ APPROVED WITH THE GANDER CREEK SUBDIVISION DEVELOPMENT. ALL RUNOFF ON INDIVIDUAL LOT. -...-... z SITE GRADING -...-..._ � REAR LOT LINE � Z 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A - - 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. 6" DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST TOP BACK OF 15-FT MIN LENGTH = CURB FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE (WHICHEVER IS SLOPE VARIES '- a 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED - SEE LOT SWALE GREATER). MIN TOP OF STEM WALL IS BASED ON IRC, SECTION R401.3. N IF CONDITIONS OR SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES DETAIL THIS SHEET = SHALL BE STABILIZED IN A TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. UjZ 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. O 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED I ? 1% MI- W �' BY SITE CONSULTING, LLC DATED MARCH 7, 2019. 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE W w STRUCTURE. (n Z w 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE I I 5% MIN. E GRADING. 5. THE BUILDING CONTRACTOR SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING REPORT BY SITE CONSULTING, LLC DATED MARCH 7 2019 Z - - I Z Z Q< 00 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC . W ~ MATERIAL, STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR MID POINT o o Uj J 6. EACH BUILDER SHALL CONTINUE BACKYARD SWALE. b� b�OTHERWISE CONTAMINATED SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, OF LOT STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. V Q 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF � w 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON I REVIEW OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. Z Z I _ REPRESENTATIVE AND/OR THE PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR I I �pNAL 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY COMPACTION: AND GEOTECHNICAL REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE I I I O� -<;3\STFR� RECOMMENDED BY REFERENCED GEOTECHNICAL REPORT. �� 04/25/2022� 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND GRADING NOTES AND VOLUMES: I 17882 8 2 Al COMPACTION SHALL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. SIDEWALK SIDEWALK yT P STRIP VOLUME 4" = t7,309 cy CUT � F OF \0 � 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR ROAD EXCAVATION TO SUBGRADE - - F�/N S CAP\ BUILDING LOTS OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET CUT TO SUBGRADE= t1,824 cy CURB & STREET CURB & STREET OF LIFT AREA FOR BUILDING STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY FILL TO SUBGRADE = t1,488 cy GUTTER GUTTER AREAS. NET = ±336 cy CUT CHECKED BY: DAVID A. BAILEY P.E. 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS NET EXCAVATE UTILITIES, SD FACILITIES = t1,786 cy CUT DRAWN BY: DEPTH, SLOPES SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. CUT/FILL TO FINAL GRADE ON LOTS FROM FRONT YARD DRAINAGE IS TO BE ROUTED ALL DRAINAGE IS TO BE ROUTED BD 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. STRIPPED SURFACE TO FRONT OF LOT (PUBLIC ROADWAY). TO FRONT OF LOT (PUBLIC CUT TO FG = t1,357 cy REAR YARD DRAINAGE IS TO BE ROUTED ROADWAY) 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE FILL TO FG = ±28,098 cy TO REAR OF LOT AND RETAINED ON LOT INTERNATIONAL BUILDING CODE. FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER Al THE GEOTECHNICAL ENGINEER. NET = ±26,741 cy FILL (VIA CONSTRUCTED INFILTRATION SWALE)EMPLOY 13. ALL FINAL GRADINGNSHALL AND PROVIDE SLOPE OASTHETICALLY ACCEPTABLETOPSF SLOPES AND E. AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO NET IMPORT = ±17,310 cy FILL > > TYPE 'B' LOT ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE TYPE A LOT DRAINAGE DETAIL 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO DRAINAGE DETAIL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. NOT TO SCALE NOT TO SCALE z 0 U w 0 LOT LINE THIS IS NOT A STRUCTURAL w TOP OF FILL CAPACITY OF SWALE AS SHOWN 3.0 ft-3/ft DETAIL AND IS SHOWN FOR MIN OR MAX W a FILL SLOPE GRADING PURPOSES ONLY. TOP OF WALL N o 6' 2' TYP w o CV Z BUILDING 3, _ ,� ._ 6" MIN FOUNDATION _2" DRAIN ROCK 8" RECOMMENDED 10' COVER (OPTIONAL) M ' 2:1 MAX NATURAL SLOPE NO SOD OVER - ;' = s BOTTOM OF FOOTING MIN " U FILL SOILS - ON SITE SAND LENS to? OR MAX ELEVATION CAN 24 BE CALCULATED BY MATERIAL AS APPROVED III a0 OF WALL SUBTRACT 30" TOP 0 O BY GEOTECHNICAL ENGINEER z FILTER FABRIC SIDES & TOP =-_- CONST. SAND LENS LO OF INFILTRATION WINDOW -_--_--_ (ASTM C-33 Q -<5 -_-_- I SAND REQUIRED) 8" w 0 1 REMOVE UNSUITABLE ----- Z n z EXCAVATE TO INFILTRATING _-_-_ SEASONAL HIGH O MATERIAL MATERIALS WHERE SAND LENS IS --_--_- GROUNDWATER TABLE REFER m BENCH HEIGHTS SHALL SPECIFIED (LENS SHOWN IN PLAN - - - TO SITE GEOTECHNICAL TYPICAL FOOTING NOT EXCEED 5 FEET VIEW ON SHEET 3.3). BACKFILL REPORT BY SITE WITH REJECT SAND OR -3/4" CONSULTING, LLC DATED ELEVATION DETAIL Z / CRUSHED GRAVEL. w MARCH 7, 2019. NOT TO SCALE H 5 OR 2 MIN STRUCTURAL FILL PLACEMENT LENS CAN BE RELOCATED IF z! " > W JE07 3UST BE IF FILL HEIGIDED PER HT EXCEEDSC5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 NECESSARY TO AVOID UTILITIES Z LD 36 CONTRACTOR TO NOTIFY Q VERTICAL FEET. OR TO ACCOMMODATE GRADING z PROJECT ENGINEER, NOT TO SCALE IN FIELD. a QUALIFIED GEOTECHNICAL MM CREATE POSITIVE SLOPE OF _j INSPECTION ENGINEER OR CITY W EN 0.5% MIN TO SAND LENS. ? LOT DRAINAGE SWALE INFLTRATIONSLENS STAFF HARE GRADING MODEL SHOWS ROUGH FULLY EXCAVATED FOR //'► SWALE GRADING CONTINUOUS TYPICAL SECTION OBSERVATION AND V ACROSS LOTS. MODEL DOES NOT TO SCALE VERIFICATION OF 0 NOT PROVIDE POSITIVE FREE-DRAINING. MIN DRAINAGE AS REQUIRED OR 24-HOURS NOTICE T BREAKS AT LOT LINES AS REQUIRED. y J SHOWN IN PLAN VIEW AND PER TYPE 'A' LOT GRADING DETAIL I I THIS SHEET. W �O V /BOUNDARY/ROW W LOT LINE 40' COMMON LOT Q 35' 0 6' FENCE PER Li UDC SECTION 1 1-3H-4D (SEE LINE 0. LANDSCAPE PLAN) ' ` / 300' 25' MIN �J V 2 FUTURE HIGHWAY 16 ROW VARIES N L.L 0 �� W 1' to J 6' EXISTING MCDERMOTT Z ROAD SECTION \\/\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\ r^ \/j\/j\/j\/j\/j\/j\ Plans Are Accepted For Public Street Construction DATE: 22 BERM AT COMMON LOT [LOT 9. BLOCK 2� By stamping and signing the improvement plans, the Registered PROJECT: TYPICAL / /'� /'� Engineer ensures the District that the plans conform to all District PROJECT: P I CAL SECTION policies and standards. Variances or waivers must be specifical- C2018-007 y and previously approved by the District in writing. Acceptance NOT TO SCALE of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HIGHWAY DISTRICT 1 3o4 C� Q oM 1 � = Q KEYNOTES M Q O MATCH EXIST. CURB, GUTTER, & SIDEWALK `� V N A P FIELD VERIFY PRIOR TO CONSTRUCTION ■_ a LU m / BATEAU CREEK 2O CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. Z D 3O CONSTRUCT CONCRETE DRIVEWAY APPROACH PER ACHD SD-710B W/ 12' THROAT WIDTH. = a INDEX MAP 1 =250 I D NOTE: SIDEWALK DIRECTLY BEHIND THROAT MUST BE 6" THICK. _ ` > .. `. m Z_ N P C> „ ' m 4 RECONSTRUCT PUMP STATION ACCESS W/ PAVEMENT SECTION. W BLACK BUTTE USE SECTION PROVIDED ON SHEET 4.8. W O CONSTRUCT INFILTRATION SWALES PER DETAIL SHEET 3.4. W W -- Z w RAND RAP � � / �...` P, IDS D I M Z H 00 ;... ` = \ W � 00 P _ -ww / n m2+00.00 c� 2 � , RED WOOD � / 2521.51 TRC 13 REEK W C/) 2+14.22 G\STE Ceti ) Z �� 2521.59 TRC W ° `•` '�,� Q 04/25/2022 17882 Q N �� W / ° 2521.95 TRCP� 3+2622 s` `W ° ° 2522.23 TRC 16 9�E O F� ,W^ � s - W\ S. CRP\ W dam...`/: 3+88.22 17 D A s W 2522.59 TRC CHECKED BY: WSW ° 4+38.22 4+82.92 HP 6+00.22 18 BAILEY P.E. W ° 2522. 2522.66 TRC a DRAWN BY: TRC 2523.13 TRC • I�/ BD ` ° 2521.5100TRC / ° ° s` s 22 ` _ ` _r V�`I '` 5+00.22 6+13 68 TRC 19 2523.06 TRC 5+47.59 6+45.15 HP / 2+50.00 �RE sus W ° d ° 2522.87 TRC 2522.84 TRC - / 2521.80 TRC ° `S +� W d 6+27.05 6+46.67 E W d 5+50.22 2522.61 TRC 2522.82 TRC 3+00.00 ° d d s K DR` �_ 2522.86 TRC / 2522.08 TRC ° d s W ` ° o56 O / 3+62.00 ° ` 2s23 ` �C�` / 2522.44 TRC ° s ° 4+12.00 2523 W` 0 6+59.32 2522.72 TRC \� S`s �` _ ^ W W / 2522.60 TRC Z `W 2 I F / 4+74.00 `W 1 a / 24 2523.08 TRC 6+75.84 23 O 4+82.92 HP 5+24.00 ° ` 2522.32 TRC '`'2523.13 TRC 2522.97 TRC S`S`i� e s 5+47.59 5+79.00 I/) o 22 2522.87 TRC 2522.75 TRC 6+13.68 4 j 2522.61 TRC I W o III 21 6+26.49 �s 6+93.91 21 - I z B� 2522.51 TRC S5. �� i F 2522.01 TRC I , I OC�( 6+33.45 6+99.68 I W 2522.45 TRC 0 2521.94 TRC _ IR I IRR-- 19 6+94.47 I ® I � • � 2521.96 TRC o r 1 I3 I v 1s Z f 7+07.29 22 -- = 2521.86 TRC I Z 7+07.29 - -- PI - D PI PI 0 PI PI 2521.86 TRC f d 7+29.68 I 30 0 15 30 60 o 2521.77 TRC ^ IIIIIIIIIIIIIIIIIIIIIIIIII _ STA: 7+50.00 23 SCALE IN FEET L SEE SHEET 4.2 I 1"=30' � F. / Z �J 0� o W 252 2529 m ,,,00 CR�Iv NZ coO041 Z 252 Uj z � �'"� °'�" 2526 = o O04 •>= cfl w 0LO �N NNw III�:C QWQ "� +N W = FINAL GRADE AT N W >0 QW~ ROAD HJW QW o 252 ~J a -0.40%0.57% 2523 (/) _ -0.80% _\ - - -0.40% W -- - -- - - - - - - - - -- -- ---- W 252 EXISTING GRADE 2520 W AT ROAD N I..L U 2517 cV 2517 Q � o W o � Q o J 0 . w Z _ 251 = 2514 0 Q + (n Plans Are Accepted For Public r Street Construction Q = By stamping and signing the improvement plans, the Registered UEngineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- DATE: 251 2511 ly and previously approved by the District in writing. Acceptance 4-25-2022 of the improvement plans by the District does not relieve the PROJECT: PLATEAU CREEK - AL M E DA C E E K PROFILE M Registered Engineer of these responsibilities. C2018-007 HOR: 1 "=30' BY DATE: SHEET VER: 1 "=3' ADA COUNTY HIGHWAY DISTRICT 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 25 08 , C� Q M 1 Q 9 KEYNOTES Q cp--�__ 01 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. N PLAT 2 INSTALL TYPE II SIDEWALK BARRICADE PER ACHD �= Z L co EAU CREE O SD-1132A W/ THICKENED EDGE ALUMINUM WITH am K STRIPED DECALS W/ KICK PLATE. NOTE: WHERE Z SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE Z D SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) g r INDEX MAP D 1 03 INSTALL TYPE III TERMINUS BARRICADE I & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" _ (� N 1"=250' m SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM Z W BLACK BU M WITH STRIPED DECALS W rrE __ ® CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. W w VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. Z w Z W GRAND Z m i RAP/DS D I O CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD Z H _ SD-712G. W a C0 co m O CURB. SEETDETAEL PEDESTRIAN TYPE 'H4' FOR ROLLED V � w I NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR REDWOOD�� CREEK SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS _ SHALL NOT EXCEED 5.00%. �S�QNAL FNC -`-'�- NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE �� 1�;G\STERN BLOCK WARNING PER ISPWC SD-712. Q� 04/25Q/20Q2210 07 CB #1 - INV ELEV: 2519.19 W/ 1' SUMP PER MODIFIED 1 8 8 2 SHALLOW INLET-ATTACHED WALK [SEE DETAIL SHEET 4.9] (UP) CONST. 10 LF 12" C-900 ® 0.50% TO SDMH #1 9�. (QP,00=2.52 cfs, QP25=1.80 cfs) �� F OF 11 ® SDMH #1 SEE DETAIL SHEET 4.9 �/N S. CAP I O n 2+16.50 O DRAINAGE POND #1 SEE DETAIL SHEET 4.9 N O O O O O 1 12 CHECKED BY: N N N 2521.71 TRC N DO 2+36.50 DAVID A. BAILEY P.E. 8+06.74 LP I 13 2522.07 TRC _ ® CONSTRUCT MONITORING WELL #1 PER ACHD SD-627. SEE DRAWN BY: 2521.30 TRC - 8+09.68 2+38.50 a DETAIL SHEET 4.9. BD 1¢ 2522.10 TRC 2521.33 TRC 1 1© CB #2 - INV ELEV: 2517.38 W/ 1' SUMP PER MODIFIED 8+3859 GC 2 22.21 GC i SHALLOW INLET-ATTACHED WALK [SEE DETAIL SHEET 4.9] 2521.59 TRC 15 2522.21 TRC 7+74.74 GC 8+69.69 GC 9+29.68 CONST. 7.5 LF 12" C-900 ® 0.50% TO SDMH #2 2521.71 TRC 2521.81 EP (QP,00=1.47 cfs, QPss=1.05 cfs) 2521.59 TRC 8+49.68 + 7+69.68 2521.63 TRC 2522.08 TRC 16 2527+ TRC F8+89.68 9+69.68 © SDMH #2 SEE DETAIL SHEET 4.9 2521.61 EP I 2522.21 TRC 2+87.02 II ALAMEDA CREEK 5 5 1 4+22.17 4+21.18 2522.36 TRC 17 II SEE THIS SHEET © DRAINAGE POND #2 SEE DETAIL SHEET 4.9 2520.72 TRC _ I �� 4+42.07 2520.70 TRC 3+01.37 i a �• ° I ® CONSTRUCT MONITORING WELL #2 PER ACHD SD-627. SEE IV - 2 1 i 520.38 TRC 3+82.49 2522.42 TRC o � os��W v W ' 91%, W W W W ° W � __ 4+87.05 GC I \ a Q 2521.37 TRC 3+05.42 HP / � I I I� DETAIL SHEET 4.9. Z o W W 2519.66 TRC �� ®a 3+42.49 2522.44 TRC / 0 1 1 3 4+64.86 2521.99 TRC N F + w - _ N . ALAMEDAE o W I-I i� _ \ 520.02 TRC 3+08.15 ECR ��- 2522.41 TRC s s s s 00 Q L� 7 8+38.74 GC 5 1.7i 252 _s- I `3S �/I/ W a w rV W - - m o M w �.4_i>y o i.4i� 2521.59 TRC 6 F/L 2 I - �` • � � 0.50% 0.50% � EGR /� 5+10.29 8 _ _ 1 1 9+69.68 a S O� a W W W W > 2519.40 TRC � "'� Sii� � i 6 2522.21 TRC i �i i �� ° �s o �iiiii 9 z ° � S 7 �,9g�_/o uu 3 01 0.0Z� 9+42.69 GC /04' 4+21.18 a s`��` F/L ►� n - T - - - s 7+74.74 GC o S I 2522.08 TRC I �� / �•2os i 2520.72 TRC s K' M o 2521.59 TRC 2 5+WLI ^ R ��° �� f f I 3 v I �� 3�s, O 3+54.62 GC �� _� ri iui ��0.72% 1 25 Ln 22. 4 4+87.05 GC 2521.85 TRC �5 0 a i ° 2522.14 TRC „� 1 R i__ �\ al IIII F 8+06.81 LP a 1 1 �f, 2519.-6 TRC 1 __ , o • • 2521.14 TRC O I _ - 5+10.29 3+39.62 s ' 1 O N 0.5 y, F 2519.55 TRC 1 m i 2522.28 TRC P1 BLOCK LL O U 5+13.76 - _ NI - I - 1 I • 2519.52 TRC O t 2+87.02- _o 9 \_ = ___ - I I = a a° 5+19.69 LP 2 E ALLEY 2522.36 TRC o z ¢ N I f� 2519.48 TRC HT 2+48.50 GC 1 a 0 8+69.69 GC BLACK BUTTE 9.69 LP a 4.7 1 2522.21 TRC 2521.71 TRC SEE THIS SHEET 1 _ _ 2519.32 T 2+36.50 ALAMEDA CREEK Z 8+89.69 a 00 5+50: . 2522.14 TRC � 2522.07 TRC STA I II � 2+16.50 SEE THIS SHEET 30 0 15 30 60 � O O �>a MITI SEE SHEET 4.3 3+05.42 HP 2522.08 TRC _ 2522.44 TRC n 3+19.62 SCALE IN FEET 2522.52 TRC 1"=30' > Z o W 252 2529 252 2529 m N W W z W O W M N� N F U W O 252 W ��z �' `°.0 �M ' 2526 252 NM Z v04 < iN a Ui oN ~ `?`�_ `�N co 0°0 2526 (III004 m It W) to W in04 2 NN +N O +CU �� ON 0 Q J �N ^ 06 Q �N2 ON Y +�U +NZ 00 U FLU +N ~ M d NN +N �N OLO W n = �U +N U rnN 0 O .Z ♦N M (n W N �� +N + W J W ^N O CNI C W NNW �� J >� QW� j 2 Q 11 5 W QW 0 QWQ 1 C4 N J + "p >� QW m QWQ �JZ ♦ U QW W HJ(� NW = (nWU HJ > QW Q O HJ H < 91 NW C31 NW0 (nWW �� 00 � W HJ (� (nW NW HJ NW(� 252 2523 252 "0 FINAL GR DE AT W n N 2523 ~ 0.50% 0.50L. N � ROAD W -0.40% N 0.50% +N N (9 -1.20% •43% 0.40% 0.40% \ -2.00"- 2.p0% _ ---- --- J -1.20% 2.009; _ .po% W W _ .70% ` (n W - - ---_-- - - ---- --- W 252 - - -- 2520 252 _1.60 ° ___ _ 2520 W STA: +04.74 EXISTING GRAD o - _ _ - % - ELEV: 2 21.69 ELEV: 521.07 _ - _ - U < 0� >. AT ROAD STA: 5 51.69 ° �' EXISTING GRADE ELEV: 2519.85 TA: 5+17.69 AT ROAD o FINAL GRAD AT LEV. 2519.2 ROAD 2517 7 2517 2517 M 2517 ® 0 O O 0 J Ow OW Z n/ 251 = 2514 251 2514 0 N LO V) Plans Are Accepted For Public I ('= Street Construction QU Q U By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District DATE: 251 Q 2511 251 ~ 251 1 policies and standards. Variances or waivers must be specifical- 4-25-2022 c ly and previously approved by the District in writing. Acceptance PROJECT' LAT EAU C REEK ALAMEDA CREE PROFILE of the improvement plans by the District does not relieve the C2018-007 " LACK BUTTE - CAMP C EEK PROFILERegistered Engineer of these responsibilities. H R: 1 = 0' SHEET HOR: 1 "=30' BY DATE: ER: 1 ' VER: 1 »=3' ADA COUNTY HIGHWAY DISTRICT = 25 250 +20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+30 08 25S&+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8�508 C� Q oM 1 _ � Q 9 �'•�_ KEYNOTES Q cp--�,, 01 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. N � T I Ar O NOT USED. �= Z L PL , EAU CREEK 1 L 3O NOT USED. � Z D ' D ® CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD = a INDEX MAP o SD-712G. �� a D 1"=250' 5O CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED W Z W B�A� M , CURB. SEE DETAIL SHEET 4.8. K BUTTE L0 c4 © CONSTRUCT PEDESTRIAN RAMP, TYPE 'H7' FOR ROLLED W F- ' -- CURB. SEE DETAIL SHEET 4.8. Z w BRAND i NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES �� `r ' IDS D SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR W a i SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM o THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS - m SHALL NOT EXCEED 5.00%. NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE C� w WARNING PER ISPWC SD-712. REDWD CD 7O CB #3 - INV ELEV: 2517.55 W/ 1' SUMP PER MODIFIED i EK SHALLOW INLET-ATTACHED WALK [SEE DETAIL SHEET 4.9] NAL CONST. 8.5 112" C-900 ® 0.50% TO SDMH #3 SS O\S1-'EF � -�• (QP,00=1.29 cfs, QP2s=0.92 cfs) p F `\'•�_• ® SDMH #3 SEE DETAIL SHEET 4.9 Q� 04/25/2022� 09 DRAINAGE POND #3 SEE DETAIL SHEET 4.9 url � 2 ® CONSTRUCT MONITORING WELL #3 PER ACHD SD-627. SEE 9�F 0F'�\L7` - DETAIL SHEET 4.9. ��'/N S. CRP\ BLOCK 12 '' CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: 9+25.04 N BD O S 2521.30 TRC O O O O O O O I� 5+51.69 GC 2519.77 TRC 5+66.14 GC 8+68.29 2521.66 TRC 5+51.76 2519.83 TRC _ 2521.93 TRC 2519.77 TRC 5+89.76 6+65.76 8+92.47 GC II 2519.45 TRC 5+98.14 8+55.76 2521.80 TRC 2520.23 EP 6+73.14 GC 2521.99 TRC I RE 2519.66 TRC 2520.52 TRC 2521.818 0 RC l� SEEW COD C 6+27.76 JF7+03.76 7+41.76 7+79.76 8+17.76 v/ SNEEl 4E6K Z 4 2520.00 TRC 2520.88 TRC 7+41. 4 TRC 2521.80 TRC 2522.18 TRC _ ��FJ 7 O 0 ° v ° n N ° v ° ° °v v ° ° ° v 0 O w 0.53� w °w-^O-�1.15% w w w w° ° --• ° ////° / W .v + w MP CREE AVE. by 4 o w w w wlal 25 w w 3°oz _ I AMP CREEK V. o 22 ° o � = 9.31 F/L 3 4 - - M � - - I I llll 1.129,• ° W � 5- - s - Q w 7 S 1 5 6 s 5 20.02 FA s 5 2S s s - S s 7 2 - -� - s _ 1 N o 1.03% ? 21.75 S s -•� W O(n W - � 1.36 0 1.36% 1 1 F/L ?� Isl s � ° 4 00 1.220% 1.20 0 1 1 5 \ <V d' z s 0. 0 1 ° 6+73.14 GC 7+63.28 ° ,� o 2521.60 TRC �5 ' - _ °8+68.29 5 W M °° 2520.52 TRC R = Q 2521.93 TRC-3 - O 8+13.28cc I v o Q 2522.20 TRC O 0• 0 6 y s� 7+98.28 8+92.47 GC RZ 0 0 7+78.28 ALLEY W 2522.29 TRC 2521.80 TRC °° 7 ° • r 1 GRAND RAPIDS 2522.04 TRC SHT 4.5 I ' O V SEE SHEET 4.4 L.L 5+51.69 G a 6+53.14 9+05.04 Z 2519.77 T C - ° 2520.40 TRC �J 5+66. G 2521.71 TRC � L DWp RE 0 _ 251 9+25.04 OD 3 9 i O 2521.67 TRC SEE SNE CREEK Z - - ET 4•6 30 0 15 30 60 L.L O 5+98.14 6+00.14 2519.50 TRC _ 2519.53 TRC _ SCALE IN FEET (/) 6+20 2520.08 TRC 1"=30' > Z o W 252 2529 m Y O0 W 252 % en Oo W N 2526 0 N�Z 00� J •NZ �^ 11)� W MNa 00� Q NO �N OC4 �� J Np �(0 �U) +N H +NV ^N �V) O _ J W Z +N I� V) •�= 00 W N +N O� �O Q �N= ^ W WCD 1� +N 0) 0 O 1OU � QW W2 Q li �j,Zt00 MC p 0NW HIx NWCi1 J NWW QW Ill<W w 252 N- rn >o 2523 0_ � W H J� ROAD 1.20% -0.50% W W Q5: QW o NW(9 1.20 -2.0 O Oq NW2N NWC3j 1.2 % Z.00% NLli - ----- - - - -- ---- ---- - --- - ----- ---- -- W 40% 252 _ EXISTING GRADE 2520 T ROAD ELEV: 2521*27 N U O 14- STA: 6+0014 ELEV. 2519,43 2 2517 517 � w Q 0 W + � Q o J z �-Ny 251 2514 0 �N Plans Are Accepted For Public cQ Street Construction LL c By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District DATE: 251 2511 policies and standards. Variances or waivers must be specifical- 4-25-2022 ly and previously approved by the District in writing. Acceptance PROJECT: BLACK BUTTE CAMP CREEK PROFILE of the improvement plans by the District does not relieve the C2018-007 Registered Engineer of these responsibilities. H R: 1 "= 0' BY DATE: SHEET ER: 1 "_ 08 ' 25 ADA COUNTY HIGHWAY DISTRICT 250 +40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+g0 o3- C� Q oM 1 � -� KEYNOTES = Q 26 •�'`�•_ O MATCH EXIST. CURB, GUTTER, & SIDEWALK o rn FIELD VERIFY PRIOR TO CONSTRUCTION N T I PLAT O NOT USED. .= Z CID EALU U CREEK y Z F- ' D INDEX MAP 1 =250 m W z W BLACK BUTM t W � TE W W ~ •` -- Z WW GRAND U) (0i RAPIDS I M Z w co W a j00 C/) o _ d \ A ? ui LU � a Q I I V w 1 I � RE i a O I RED CREEK - - � I I I �S�pNAL Fivci O ° 3+50.29 GC 3+97.29 I I I I •\••�`-� Quo- 519.53 TRC 4 2 2 I I ��3�'rftC `• 0 / 5/ 22 0 EX. GANDER CREEK SOUTH SUBDIVISION NO. 2 2520 6038RC T I - � 2 51 � 3+14.33 _ I 9�F L\V` F O 2520.70 TRC - � OFS. CRP\�j _ PI-Pi-P PI PI 3+04.64 HP 2+00.00 2520.75 TRC 1 3+7 9 CHECKED BY: 2519.52 TRC 2520.08 TRC DAVID A. BAILEY P.E. _ DRAWN BY: PI P��PI PI P� P11 � - - BD W _ Wow- JO DI 1 - ° SD - \ S-S-S - CAMP CREEK SEE SHEET 4.3 M s I - o N � \ �` % \sue ,\D w\ m F 0 Wuur� 1.70x W i I W N 2+00.00 ° ° \ R r�� III W O O 2519.52 TRC a -O� "� �� _ m _ o I 3 4 41 2+28.81 S ro � �- F 2 I O 2519.86 TRC ° S s h�i S w 2 W I 2+66.91 ° 0.53% IIII 1°' sc� V) O 2520.30 TRC > O °d W O 3+04.64 HP �n Z 7 w o N 2520.75 TRC co 0) N O3+05.01 N W M 2520.75 TRC 3+38.51 , - O3+14.33 2520.60 TRC I j 2520.70 TRC • 3+39.32 313 - 10 2520.59 TRC 3+77.29 CAMP CREEK 3+50.29 GC 2520.40 TRC SEE SHEET 4.3 LL O U O2520.54 TRC �� S Z z 9 12 2520.52 TRC 0 13 Z 14 LL O 30 0 15 30 60 L� SCALE IN FEET > Z 1"=30' - o W m 252 2529 1 z = 0 252 2526 Q J to� N j W O QLLI OOZ O�Z W)N2 OWN �O W 0 Oc�H +NO +CU N0 KjC4 252 O°'N M a 0)N W of � 2523 +'nW QWU QW>Wa +N W NN HJ_ HJW M V FI AL GRADE AT N W= N W 0 5 Q W U Q QUj ROAD NW w NWM -0.4 % N W 252 - --,\ 1.18% __ -2 - - 2520 W - U S A: 3+95.29 r I� EXISTING RADE `�� ELEV. 2519.72 lJ AT ROAD Q n/ 0 2517 2517 L.L w Q J � z - 251 2514 0 Q Plans Are Accepted For Public N (' Street Construction LL By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District DATE: policies and standards. Variances or waivers must be specifical- 4-25-2022 251 2511 ly and previously approved by the District in writing. Acceptance PROJECT: of the improvement plans by the District does not relieve the C2018-007 GRAND RAPIDS PROFILE Registered Engineer of these responsibilities. H R: 1 "= 0' BY DATE: SHEET ADA COUNTY HIGHWAY DISTRICT "_ 25 250 +80 2+10 2+40 2+ ER: 1 70 3+00 3+30 3+60 3+90 4+20 4+50 08 #4 E o � � U KEYNOTES Q A 00 OMATCH EXIST. CURB & GUTTER. N FIELD VERIFY PRIOR TO CONSTRUCTIONco = w i PIATEAN CREEK O CONST. 5-FT TRANSITION FROM RIBBON CURB TO ME Z ~ ROLLED CURB. G� Z 3 INDEX MAP i D �'aA N 1"=250' m WKW Z wBACm 1 BUTT ` � W ~ w _Z L"L�j i GRAND � ■ �� C° RAPIDS c� I Z w cD D M W < o -j U) - w LLf I � w 11- REDWOOD CREEK - AL FN 04/25/2022 O ) N1 O 882 5 ��.� F 91>1F OF Q ° 1 IN S. CAP EX. GANDER CREEK 1 O SOUTH SUBDIVISION NO. 2 I O DAV DCA.EBAILEY P.E. 2+00.00 2+37.41 O DRAWN BY: 2521.14 TRC 2521.29 TRC 2+73.45 3+44.48 9 BD PI PI V2521.45 TRC 3+09.03 2521.77 TRC 2521.61 TRC 10 2�j'L1 3+46.89 0 2521.78 TRC ,Q� O 11 6+62.51 + - _ o o C 2521.60 TRC C\j { %% _ 3+82.53 12 6+47.52 GC 9 2522.04 TRC 2521.99 TRC O P P P P� �\ 4+20.63 13 Z P ' \ 2522.22 TRC 4+58.73 F 2+00.69 1 2+37.41 0 ` 2521.29 TBRC 1 2521.44 TBRC 2+88.39 \2522 2522.45 TRC 5+30.25 HP 2522.313�RC 4 I 2521.67 TBRC P'\ \ _ 4+96.83 2522.88 TRC 6+22.06 GC 2+38.72 3+39.58 �CC �/� \ 2522.68 TRC 2522.51 TRC o 2521.45 TBRC 2521.90 TBRC P'\ l i 5+34.93 6+10.93 CAMP CREEK F 1 1 3+77.85 P i\ 2522.86 TRC 2522.55 TRC SEE SHEET 4.3 � 3+46.89 2522.11 TBRC \ \ 0 5+72.93Ld can N O I 2521.93 TBRC 4+15.95 0 2522.71 TRC i CO O 2522.35 TBRC PS40 � , i I--I--I O O° O V) � I 5 � �P, \,� � F ° 4+54.00 O 2522.57 TBRC i i \ 0 2 N , o 0 1 4+92.15 P co ,i 1 2.03'Z a A.8 W 5+30.25 HP 0 / 2522.80 TBRC S' i 7 2523.03 TBRC 1 - �ory F O F 5+68.35 2.09% I' 1.80% 4 O 1 O Lj 2522.88 TBRC 6+06.45 2522.72 TBRC - O °/ A p f o 6+34.15 6+22.06 GC 2522.36 TBRC -- - 10 2522.66 TBRC i a LL O U 6+42.52 Z 11 2522.18 TBRC CAMP CREEK Z 12 6+47.52 GC SEE SHEET 4.3 0 O 2522.29 TRC 13 30 0 15 30 60 � Z Oiiiiiiiiiiiiiiiiii O 6+62.52 ^ n 2522.20 TRC 14 SCALE IN FEET 1"-30' > Z o W 252 2529 m U-)OR t0 y O cV t- co pp W z en Mw rMNZ 'N N � O 252 ornz �C � 00�Q �Na +,� ,�co o;� 2526 DON MN= +INV a� 2 ON �� +04 Q J O X U Y7 N H-j Q W (0 O U +NW NN LW (nW 2 N = ..�0 Q W Q FINAL GR DE AT N W Q W H J Cis W 252 •• U Q W Q ~I.IJ ROAD O cn w 2523 > N W M (n W(� 0.60% -2.00q 0.45% 2.00% W 0.40% - - - - - " - _-- - - - - _ - - - - - - - W 1)252 __- - - _ 2520 Ld - - - - - - - - - - - - ELE : 2521.69 E ISTING GRADE � � AlROAD U \ / V 2517 2517 O w J Q - 251 z 2514 � Q �/ Plans Are Accepted For Public N (' Street Construction LL By stamping and signing the improvement plans, the Registered 251 251 1 Engineer ensures the District that the plans conform to all District DATE: policies and standards. Variances or waivers must be specifical- 4-25-2022 ALLEY WEST PROFILE ly and previously approved by the District in writing. Acceptance PROJECT: of the improvement plans by the District does not relieve the C2018-007 HR: 1 = 0' Registered Engineer of these responsibilities. SHEET 250 E R: 1 = 08 BY DATE: V ADA COUNTY HIGHWAY DISTRICT +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 4 Ill 5:1 C� Q M 1 0 U KEYNOTES Q A MATCH EXIST. CURB, GUTTER, & SIDEWALK o a, FIELD VERIFY PRIOR TO CONSTRUCTION `� NLU T J N I I PLA C ' 0 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. ■i Z co REEK 0 INSTALL TYPE II SIDEWALK BARRICADE PER ACHD Z SD-1132A W/ THICKENED EDGE ALUMINUM WITH D s STRIPED DECALS W/ KICK PLATE. NOTE: WHERE SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE ■� a i D SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) a &zoc INDEX MAP 1„=250' _ N m ® INSTALL TYPE III TERMINUS BARRICADE W Z W ' O BLACK BUTTE � 1 & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" W SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM 1--w WITH STRIPED DECALS Z W IGRAND O NOT USED. C'i cn 2+31.48 $ RAPIDS I 5 Z W (0 a 2520.22 TRC O W a 00 J 2+00.00 O © CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD J o L _ _i- - 2520.08 TRC If 9 m SD-712G. ui J 2+64.74 m c� �r '' 2520.37 TRC 1 Q i 07 CONSTRUCT PEDESTRIAN RAMP, TYPE H4 FOR ROLLED Q a° � w 3+02.47 CURB. SEE DETAIL SHEET 4.8. 2520 ° 2520.52 TRC 11 REDW0 EK 1 ° ° 3+40.57 DD CRE NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES 4 a 3+ 0.5 TRC 6+07.78 SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR NAL WSW o ° 12 SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM \O E w\ 2521.71 TRC THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS <c,C3 NG/ �• N 1 S- -ram \ \ w ° ° 3+78.67 ``�'`�� SHALL NOT EXCEED 5.00%. O� �,G\STERN. ��` EX. GANDER CREEK SOUTH i \S o w ° ° 2520.83 TRC 4+16.77 13 ``�'� Q� 04/25/2022� ��' SUBDIVISION NO. 2 --- ° \s � w ° ° 5+87.78 GC 14 NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE ^ ^ 5-, ° M w 2520.98 TRC 5+31.07 2521.67 TRC WARNING PER ISPWC SD-712. jS jS 4+54.87 2521.44 TRC 6+40.78 N 5 - 2+00.00 ° S M S �� \w ° ° a ° 2521.13 TRC CAMP C 2521.66 TRC 2521.85 TRC O SHA LOW INLETLATTACHED WALK 1 SEE DETA' SUMP ER IL MODIFIED 9 y7F L \w 5+69.17 SEE REEK 6+60.78 GC �F / 2520.08 TRC ° S\ o �w ° 4+92.97 2521.38 EP SHEET 4.3 2521.30 TRC 11 CONST. 7.5 LF 12" C-900 ® 1.50% TO SDMH #4 /'�N S. CRP / � e ° a° S\ o \w ° 6+92.7qTRC (QP,ao=2.02 cfs, QP25=1.45 cfs) 2+71.51 a ° 2521.29 TRC 2520.82520.40 TRC - w SDMH #4. SEE DETAIL SHEET 4.9 � CHECKED BY: S ` 0 ww\° 4 0� - - - 2521.3 ® DRAINAGE POND #4 SEE DETAIL SHEET 4.9 DRAWN BY: / 2+68.36 �\ D I A' r, „ y DAVID A. BAILEY P.E. II 2520.39 TRC 2 \ OD ° - - - 103, •° ° °o BD r 3+18.53 � ,\ \w ° a �p ° 11 CONSTRUCT MONITORING WELL #4 PER ACHD SD-627. SEE 2520.59 TRC \ � ` w ° a - DETAIL SHEET 4.9. _ R °, nn � � d � \ � w 2 �ti ° , ��° ALLEY U J I / 2 3+68.53 a° \ - ��O ° •5 12 iSHT 4.7 I 2520.79 TRC ° o� a 9 �IJTJ 1 I \s � �_3p 0 w It / O3 4+18.53 � � o lO / 2520.99 TRC 4 S\�� a Q \ 'Q7s -R110.0' 7+82.54 NT 4 7 2 I I moo, ��,4W� 2521.76 TRC 4 4+68.53 I O I 2521.19 TRC ° S �� t•4� 4 150 I / 8 4 3�15+18.53 S 2o.s6 7+97.54 z ..^ ::... 2521.39 TRC 2521.66 TRC F 5+68.53 �� o' �lS\5 .a, / \W we 0 .3 V / 2521.38 EP s �3 FUTURE GANDER W O 5+87.78 GC 2521851 TRC ° ��j S \S 9j F/�� CREEK SUBDIVISION o P�P �� O7 2521.67 TRC 6+60.78 GC S 2521.09 EP a \ / & W P \S\ \P'� O 7+18.53 ° / N g 1 ° - P, P 2521 0 2 EP 2521.24 TRC R � z �S� W EG \ 9 6+92.78 7+24.78 GC / ° 3 O 2521.01 TRC 2521.30 TRC D / P� GC 2521.413TRC 7+97.54 W P 1 7+47.53 GC / 7+68.53 2521.66 TRC 2521.41 TRC / 2521.52 TRC LL P, 11 / � • P, 0 0 ZPI P,\P\ `// 0 / 0 P 30 0 15 30 60 \P O SCALE IN FEET / 1"=30' \ 252 2529 0 W m �W `� Ln 252 = • ^ = Ljj 00 2526M 00 Z � ^lN� � 0L n Q Z NW U _ LN Q �L N N N L +Z �• Z + n Np� N +" �" +� U +(V N N l ^ UW SON N 50 Q W 0 IT W O� W I< V >0 QW HJZ HJ Qll J 0252 > 2523 Q FINAL GRADE AT W 0 0 ••> J X ROAD W V / 0.50% 0.50% W N W < cn W C9 -0.50% 0.50% - .50% - - - -� - - - - -- - -- w 252 _ - - - - - -- - -- - - --- 2520 \ EXISTING GRADE ELEV: 252 •,78 NNw T ROAD � I..L \ V 2517 2517 ® Q� 0 w Q J o 251 2514 Z 0 Q Plans Are Accepted For Public N (' Street Construction LL 251 2511 By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District DATE: REDWOOD CREEK PROFILE policies and standards. Variances or waivers must be specifical- 4-25-2022 y and previously approved by the District in writing. Acceptance PROJECT: » > of the improvement plans by the District does not relieve the C2018-007 H R: 1 = 0 Registered Engineer of these responsibilities. ER: 1 "=13 BY DATE: SHEET +?�0 8 ADA COUNTY HIGHWAY DISTRICT +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+ 4o6 C� Q M 1 o � QO �'•�_ KEYNOTES i '�•_ Otts �_ ♦1 0 'rn O NOT USED. N T w a? PLATEAU CR 1 O NOT USED. •wwi++ z ~ EEK W Z = g D INDEX MAP > 1 =250 m W z_ LACK BU t 11M� U) W w W GRAND ■ U) (0M RAPIDS I z W (0 i Lu � o A ? w Ld m C� w RED WO i Op CREEK �S�pNAL FNG 04/25/2022 17882 9�F OF /N S. CRP�C� I CHECKED BY: � I 2+16.46 DAVID A. BAILEY P.E. 2522.44 TR DRAWN BY: TRC DRAWN I 2+31.45 GC 2522.52 TRC O I 2+44.59 J 2522.65 TBRC BLACK BUTTE i 2+48.50 GC NOTE: FUTURE LOT LINES SHOWN / SEE SHEET 4.2 2522.74 TBRC FOR REFERENCE ONLY 6+80.44 --- ---- - 2+60.68 2521.66 TBRC I I I 2522.79 TBRC 6+65.56 I 3�00 I 1 2+84.26 4+60.57 H 521.76 TRC 2522.89 TBRC 2523.44 TBR 4+74.26 3 2523.33 TBRC 6 48.44 GC Z ^cq• 1 0 3+22.26 3+60.26 3+93.26 4+36.26 25 1.77 TBRC F / 1 0 2523.04 TBRC 2523.19 TBRC 523.32 TBRC 5+12.26 5+50.26 5+88.26 a rn� I p Qa 2523.50 TBRC 125, 3.04 TBRC 6+26.26 2522.74 TBRC 2522.45 TBRC 2522.15 TBRC o0 00 3 llll 2.65• I � I�� r�� ILL ��,o ---- -- -� o ry� Ipl I_I I I I I o i I I I _ o _ LLEY �o--�- - � La p PI PI - PI PI P PI PI PI �I PI PI1 A li Z �/ / '� 7TP" PI PI PI IPI PI /o` . . . . . . . . . � PI / h3 (0 2+72.19 �B�C 3+10.19 3+48.19 4+24.19SEE K B(W�� 2522.69 TRC 2522.84 TRC 2522.99 TRC 3+86.19 2523.30 TRC 5+00.19 5+38.19 5+76.19 =o SHEET 4 2 2+6064 TRC 2523.14 TRC 2523.58 TRC 2523.28 TRC d 2522.99 TRC 2522.69 TRC �• j 2+36.06 BLOCK ,2 4+60.57 1 ^ 3 2+48.50 GC 6+14.19 0 • 2522.36 TRC 2522.59 TRC 2523.59 TRC 2522.40 TRC 2+31.50 a � � 2522.28 TRC 6+42.27 N REpwO( v 0 U 2522.18 TRC O° SEE SHEET REEK Z � � � / 4.6 O O O Q _ 2+16.50 O / 2521.85 TRC 6+48.44 GC z 2522.13 TRC 30 0 15 30 60 O 6+65.24 2521.85 TRC SCALE IN FEET 6+80.44 I I i � 1"=30' 2521.41 TRC > Z o W 252 2529 m C5 M N ��nzUW LO Z p to LO pNQ F •te M cfl W z 0 o 526252 0 +NN NNN a, Y N QW C.5 Q. �M �� N U ♦N FINAL GRA E AT HJ - +�U nj� (0N O Q J � N W = �NW � H_ HJ� ROAD +N cp 0 J NW( (nI (NWCD W W 0. 0% O NWC9 QI j HJIL252 0.43 ° - • ° J 2523 0 -2.0 2.p0% (n W W 2.0 ---- -- - - -- -- - ---- --- - -- -- -- --- ---- --- - -- --- - --- ---- --- -- - C) 20 6+7 252 STA:ELEV: 521.94 AT ROAD ELEV. 2,521.33 2520 W < 0�U >. 2517 2517 0 Q � 0 w Q J o - 251 z 2514 0 Q Plans Are Accepted For Public N (' Street Construction LL By stamping and signing the improvement plans, the Registered 251 251 1 Engineer ensures the District that the plans conform to all District DATE: policies and standards. Variances or waivers must be specifical- 4-25-2022 A -LEY EAT PROFILE ly and previously approved by the District in writing. Acceptance PROJECT: of the improvement plans by the District does not relieve the C2018-007 H 0 R. 1 -3 0' Registered Engineer of these responsibilities. SHEET V E R: 1 =3 BY DATE: 25 ADA COUNTY HIGHWAY DISTRICT 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 08 4o7 O E 1 2 MONITOR WELL LOCATIONS = o � P/L ROW PEDESTRIAN RAMP FOR ROLLED CURB FINISH GRADE ALL WELLS LOCATED IN SW ADJACENT TO POND a 20'-0" P/L NOT TO SCALE = V o T 8" THICK CONCRETE NOTES -1II Ills SEE PLAN VIEW FOR EASTING/NORTHING _ W RIBBON CURB (2.0' WIDE) RAMPS FOR CORNERS W/ MIN 15' RADIUS AND � — °fr Cad •� Z_ ~ � 10'-0" 10'-0" " 6" — 3/4" MINUS CRUSHED GRAVEL UTILIZING ROLLED CURB 00 =III LEGEND: L Z � 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% r SLOPE 2.00% RUN 6" PAST CURB. (TYP.) CURB TYPE= STANDARD 3" ROLLED CURB PER AND CANISTER. " 3 2. 2 OR 3 BOLT LID WITH %6 HEAD AND SAE THREADS ISPWC sD-702 Q GASKETED. PLAN CONCRETE COLLAR a THROAT DEPTH= 4' FROM FACE OF CURB 3. CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703). 4 THROAT WIDTH= 4' MIN w 5 " (� N 2 1/2" ASPHALT PAVEMENT WING= 3' TRAVERSABLE c� 4. � DIAMETER HOLES OR SLOTS CUT INTO PIPE AT 3" ON W Z � EXTEND GRAVEL AND PIT [SP-3, 1/2" MIX, PG 58-28] 4 Oo 0o WING= 1.5' NON TRAVERSABLE z^ 5. TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, �18"� �LLI U) RUN 6" PAST CURB. (TYP.) — @° RAMPS REQUIRE A MINIMUM 4'x4' LANDING IN o MINIMUM 18 GAUGE, INSULATED, SINGLE—CONDUCTOR COPPER W w L4" 3/4" MINUS CRUSHED GRAVEL SIDEWALK 1.5% +/— 0.5% (2% MAX SLOPE) U' 0 Z yj STANDARD ROLLED Q w WIRE INSULATION COLOR SHALL BE GREEN WITH THREE 6 CURB & GUTTER (TYP.) AS PER 12" — 6" MINUS PIT RUN ® RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE Q DIAMETER COILS. 8 •� 5 Q0 TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 0 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. ACHD SD-702 � > � M Z w ;D- (10%) SLOPE N WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS W a 00 20' RIGHT—OF—WAY O NON TRAVERSABLE AREA— LANDSCAPED AREA � MAY USE 4" PIPE. 3 ~ 0 © 4'x4' FLAT STREET SIDE LANDING REQUIRED 0 p 7. NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, u; u_i TYPICAL ALLEY SECTION CURB IS NOT REQUIRED TO BE FULL HEIGHT O Q 6 FABRIC OVER CHIPS/DRAIN ROCK. 6' CD NOT TO SCALE DETECTABLE WARNING PER ISPWC SD-712 r-N 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 X2 LBS/CY. SECTION CONCRETE COLLAR V W LANDSCAPED 0 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 � 0 LEGEND w_ 4 BMP FACILITIES. NAL 1.5%f0.5%% (2% MAX SLOPE) m� \0 F ♦ 7.3%f 1.0% (8.3% MAX SLOPE) to 0 o NOTES: ASS NG� TYPE "H7" w G\STE 9%f1.0% (10% MAX SLOPE) 0 o 9 A. GOUNDWATER OBSERVATION WELLS ARE FOR O �� o ° 0 OR NEARMENT STORMF GROUNDWATER DRA DRAINAGE FACILITIES.S. WITHIN �4/5/2022 4 O 7882 oo NOTCONST. THROAT WIDTH AS 4' a o o B. THIS DETAIL IS FOR WELLS INSTALLED BY P/L P/L MINIMUM OR AS SPECIFIED. w 0 0 DRILLING OR BY EXCAVATED PITS. 47'-0" p M 0 0 H 0 ° C. LOCATION OF GROUNDWATER WELLS SHALL BE 9T Q 0 0 APPROVED BY ACHD � F OF \� Q) 0 O 7'-0" 33'-0" 7'—p o0 o D. OBSERVATION WELLS NOT ALLOWED IN CURB OR F�/ o ° ° VALLEY GUTTER SECTION. N S. ° C o ° o 0 0 0 —0"5'-0" 16'-6" 16'-6„ 5,-0„ —0, 0 0 ° 0 CHECKED BY: MONITORING WELL DAVID A. BAILEY P.E. 14'-6" 14'-6" SLOPE SIDEWALK 1.75% f 7 g° BD BY: 0.25% PER ACHD SD 709 PER ACHD SD-627 SLOPE 2.00% SLOPE 2.00% WELL SECTION NOT TO SCALE 4" — 3/4" MINUS 5" THICK CONCRETE CRUSHED GRAVEL SIDEWALK (TYP.) INLET CATCH BASIN TYPE IV PER ACHD 2 1/2" ASPHALT 4" — 3/4" MINUS CRUSHED SD-604A WITH STANDARD FRAME AND PAVEMENT GRAVEL (COMPACTION REQUIRED) [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT GRATE PER ACHD SD-610A LIP OF GUTTER ROLLED CURB PER ACHD SD-702 Z RUN 6" PAST CURB. (TYP.) SLOPE SIDEWALK 1.75% t 2 STANDARD ROLLED 00 STREET 0.25% PER ACHD SD-709 47' RIGHT—OF—WAY CURB & GUTTER (TYP.) AS PER ACHD SD 702 d d a TYPICAL STREET SECTION °° a f 1.42' �I SPWC SD 617 PER o 12" — 6" MINUS PIT RUN _ ° ° MH RIM ELEV NOT TO SCALE a ° d ° d #4 EPDXY w a ASPHALT BAR (n p ACK OF ROLLED & GRAVEL CURB SECTION MOW STRIP — 'BYPASS' Z INVERT OUT TO PRIMARY MOW STRIP MOW STRIP Uo oP/L 47 —0 P/L 6" TYP. Q/ INVERT IN — INVERT OUT w FROM CATCH TO FOREBAY z N - - O BASIN 7 w 5, 0„ 7,-0„ 33' 0" 7'-0" ° z w L Q as ° a a ° a ° ° ° d ° ° ° ° 12"/14 TYPICAL C-900/C-905 TO POND _ w ° °° a ° ° ° a ° ° FOREBAY OR TO SPUTTER MANHOLE AS N n Y 10'-0" 16'-6" 16'-6" 5'-0" —0' LABELED Q °\FS IDEWALK ° ° ° ° I ' I d LLJ0 14'-6" 14'-6" SLOPE SIDEWALK 1.75% f 4 d °4 ° ° d a ° ° ° ° SECTION B-B 0 1.75% 0.25% PER ACHD SD 709 ° ° _ ° ° o° e ° ° NOT TO SCALE " Q ° 48 STORM t 0.25% ° ° DRAIN MANHOLE PER '^ SLOPE 2.00% SLOPE 2.00% ISPWC SD-611 V / ° (NO CONE) MH SUMP ELEV 4" OF —3/4" BASE � I ' I 12" OR 14" C-900/C-905 PIPE SEE INDIVIDUAL POND DETAILS ON W — 1.1.1 4" — 3/4" MINUS CRUSHED GRAVEL SHEET 4.10 FOR MANHOLE ELEVATIONS 0 5' WIDE 5" THICK CONCRETE CL 5" THICK CONCRETE m r I� 0 v SIDEWALK (ACHD SD 709) SIDEWALK (TYP.) SIDEWALK TO BE A MIN. TBC 2 1/2" ASPHALT 4" — 3/4" MINUS CRUSHED A ELEVATION OR MAX 6" ABOVE PAVEMENT GRAVEL (COMPACTION REQUIRED) IL.1L CENTERLINE [SP-3, 1/2" MIX, PG 58-28] EXTL AND PIT RUNEN6" PAST ECURB. (TYP.) SHALLOW INLET— DETACHED WALK DETACHED SIDEWALK & STORM NOT TO SCALE DRAINAGE MANHOLE ONLY IF 0 47 RIGHT—OF—WAY STANDARD ROLLED SPECIFIED AND SHOWN IN PLAN VIEW. CURB & GUTTER (TYP.) AS PER I TYPICAL GRAND RAPIDS ACHD SD 702 J STREET SECTION 12" — 6" MINUS PIT RUN Q I— W NOT TO SCALE n/ INLET CATCH BASIN TYPE IV PER ACHD LL..LL O SD-604A WITH STANDARD FRAME AND ROLLED CURB PER GRATE PER ACHD SD-610A LIP OF GUTTER Q V) ACHD SD-702 W STREET SLOPE SIDEWALK 1.75% t 0.25% PER ACHD SD-709 2 RING & COVER PER 6'-0" 6'-0" ° ° ° ° I — MH RIM ELEV ISPWC SD-617 Ld SLOPE 2.00% SLOPE 2.00% ° 4 ° ° °a d ° #4 EPDXY `v W ° ASPHALT BAR & GRAVEL ° ° d — 'BYPASS' 6" OF —3/4° ° ° d °° ° ° ° ° ACK OF ROLLED SECTION o ° a d INVERT OUT V CRUSHED GRAVEL 2" ASPHALT ° ° a° a d ° CURB TO PRIMARY PAVEMENT ° °° ° a ° SIDEWALK° d ° ° ° — W t1/ 12' PAVED ACCESS ° ° G ° d 0 ° ° � °d a ° W W NOT TO SCALE d ° J d d ° ° ° ° INVERT IN — INVERT OUT ° ° 6" TYP. FROM CATCH TO FOREBAY - - - BASIN Z " z � 12 /14 TYPICAL C-900/C-905 TO POND _ Q 12" OR 14" C-900/C-905 PIPE FOREBAY OR TO SPUTTER MANHOLE AS N Cf) 11 LABELED Plans Are Accepted For Public V J 00 Street Construction SECTION B-B DATE: NOT TO SCALE 48" STORM By stamping and signing the improvement plans, the Registered DRAIN MANHOLE PER Engineer ensures the District that the plans conform to all District 4-25-2022 SHALLOW INLET— ATTACHED WALK (SEE ACHD ISPWC SD-611 policies and standards. Variances or Waivers must be specifical— PROJECT: NO CONE MH SUMP El and previously approved b the District in writing. Acceptance C2018-007 SD-715A FOR REFERENCE) ( ) y p y pp y g p of the improvement plans by the District does not relieve the SHEET NOTE: Registered Engineer of these responsibilities. PAVEMENT SECTIONS ARE BASED UPON LABORATORY GENERATED R—VALUE OF R=12, NOT TO SCALE SEE INDIVIDUAL POND DETAILS ON TI=6 FOR RESIDENTIAL STREETS, TI=8 FOR COLLECTOR STREETS SHEET 4.10 FOR MANHOLE ELEVATIONS BY DATE: [REFER TO GEOTECHNICAL REPORT BY SITE CONSULTING, LLC DATED MARCH 7, 20191 ADA COUNTY HIGHWAY DISTRICT 408 C� Q M 1 o � QO / 1 \ ob _ A / / I ILOPOND 4 PRIMARY - \ \ \ / / = LU J a� V100: 3,479 FT^3 CAPACITY: 3,791 FT^3 P J I TOP OF BANK: 2521.08 I ° 3 13 ° POND 4 FOREBAY BERM: 2520.58 11 100-YR HW LINE: 2520.58 Pi ``` a V100: 387 FT 3^ I BOTTOM OF POND: 2517.58 00 POND 2 PRIMARY \ \ \ I FPOND 1 FOREBAY I CAPACITY: 1,244 FT^3 BSM LENS AREA: 662 FT^2 ^ \ \ \ ■� a V100: 3,019 FT 3 o 4 7 HIGHEST GW ELEV:2516.39 ^ I \ \ \ V100: 645 FT^3 -� I N TOP OF BANK: 2521.08 � - CAPACITY: 4,011 FT 3 � CAPACITY: 739 FT^3 �� 100-YR HW LINE: 2520.58 �-------- ------ -------------- TOP OF BANK: 2519.55 �� \\ \\ = Z 100-YR HW LINE: 2519.05 0 \ \ W BOTTOM: 2517.82 - 2517.62 17 82 FG I BOTTOM OF POND: 2517.05 \ i> ° W 1 TOP OF BANK: 252520 _ W w 100-YR HW LINE: 2520.83 17.62 FG BSM LENS AREA: 1,349 1 w BOTTOM: 2518.87 - 2519.07 ° o ° ° - / � - - - 2521 - - HIGHEST GW ELEV:2516.05 I �S \ Z A � 011 G Cc ° / 2518 / \ v ° W a00 ,4 , co N I `3 N /D N N / ° / 18.87 pG 8400 - 12 1 � I I x V w BERM: 2520.83 2$20 / N D 2520 1 / N 8.83 Ob / / I N 15A! ° IQ 252 2520 2519 I I n w 00 l ° i S�pNAI FN RIM I N u) v' POND 2 FOREBAY rn N ° Q 04/25/2022 V100: 335 FT^3 N 5 78 8 2 CAPACITY: 555 FT I ° N N °q \ / ° TOP OF BANK: 2519.55 ° 9�F OFL try / 17 N a s o w /j 100-YR HW LINE: 2519.05 N N 04 I °� ° s / w �� BOTTOM: 2517.29 - 2517.09 u� N I // / 7.o G 2518 `per, POND 1 PRIMARY / N a ' // w V100: 5,807 FT^3 / �� I a DAV DCHECKED BY:P.E. ° S s /a w__ POND 3 PRIMARY 17.0 FG . '^ A.CAPACITY: 5,889 FT 3 / r \ ° �� / �� V100: 2,211 FT^3 2518 TOP OF BANK: 2521.33 / - a DRAWN BY: 100-YR HW LINE: 2520.83 / / I I �� // 97 CAPACITY: 3,191 FT^3 17' '` z BD BOTTOM OF POND: 2518.83 / a 1r / ° ° /// s TOP OF BANK: 2519.73 17.29 FG a BSM LENS AREA: 2,314 FT^2 / I � ° / 1 a / \ 100-YR HW LINE: 2519.23 2cJ18 HIGHEST GW ELEV: 2517.38 I / / b� BOTTOM OF POND: 2517.23 19 BSM LENS AREA: 1,062 FT^2 2 5 5 ° BERM: 2519.05 I __' 2519- - ° / / / ° ° HIGHEST GW ELEV:2516.05 2520 - L ° 2522 ° FT� - - 2519 - IIII ° ° 0 INFILTRATION BASIN 4 BERM: 251 2518 PLAN VIEW i II O �--- _ _ �ICII IIIIIIII 1.15% 1 1 "=20' _ I N I II Z ° OW F a" 00 ° N 2518 I W / (0 INFILTRATION BASIN 1 ' / I I -2518 0; (TI N o PLAN VI EW �- 2518 2518 0:: z ° 4 2519 2 19 ZE °6 00 --- a 17.27 FG 20 0 10 20 40 POND 3 FOREBAY a I D 1 V100: 246 FT-3 Cn V CAPACITY: 565 1 SCALE IN FEET TOP OF BANK: 2519.73 NOTE: REFER ACHD SECTION 8200, 1 " = 20' 100-YR HW LINE: 2519.23 INFILTRATION BASIN 2 & 3 JO Z APPENDIX G, DETAIL 4 FOR LINING TO EXTEND TO TOP OF BOTTOM: 2517.47 - 2517.27 PLAN VIEW _ STORMWATER BASIN STANDARDS. BANK & CENTER OF BERM (MIN) 1 =20 o Z FREEBOARD _ Z CO II W.S. 100 YEAR LEVEL ••`• SOD FINISH EXCEPT TOP OF BERM FOR BSM LENS - O cn I BSM LENS (SEE FOREBAY/PRIMARY �w ELEV PER PLAN 12" STAINLESS STEEL PIPE CAP 000, � '�•• w I I CUT-THROUGH DETAIL ABOVE) WEDGE PRODUCT PART NUMBER �••�• (BSM TO BE Q Q PRIMARY FOREBAY 6015.S OR APPROVED EQUIVALENT. •�•• > 'y� HYDROSEEDED) L ,� I I 6" CLAY �J EMBANKMENT AND DIVIDER SECURELY ATTACH CAP TO PIPE. INDEX MAP x� 4" TOPSOIL OVER CUT OPENING AS Q w ^�' LINER �' DO NOT GLUE. BERM MATERIAL PER SOILS 1"=250' P�gTEAU CLAY LINER � SHOWN IN END � W \ o ENGINEER AND COMPACTION OREEK ENTIRE PRIMARY SEE CUT-THROUGH POND PRIMARY CAPS �I If 2 BOTTOM IS BSM DETAIL THIS SHEET SLOPE 1% MIN TO OUTLET TO 95% REQUIRED (PER AASHTO T180). 0 SDR-35 OUTLET D M co PIPE m LLJ CLAY LINER AS SPECIFIED PIPE SIZE & FLOW OPENING INV = n (FOREBAY ONLY) SLOPE PER PLAN FOREBAY BOTTOM PIPE INV POND #2 SLOPED 1% TO /�/'► VARIES, EXCAVATE MIN 2' INTO INLET POND # ' BLACK BOTr 7 E ' V J INFILTRATING LAYER. BACKFILL BIORETENTION SOIL MIX SPECIFICATIONSPROVIDE TRASH PROVIDE TRASH POND FOREBAY BSM 0 W/ CLEAN 6" PIT RUN OR BSM 60% SAND LENS.'.'.`.'.: RACK & RIP RACK 0 INLET -- 20% SANDY LOAM (SILT, SAND, CLAY) RAP 0 OUTLET GRgND POND #1 3: J TYPICAL POND SECTION 20% COMPOST FOREBAYZPRIMARY CUT-THROUGH DETAIL RAPIDS D I I I NOTE: NTS- NOTE: BSM MUST BE IN CONFORMANCE -NTS-, APPENDIX F. ' -�■- EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED - WITH ACHD SECTION 8200 GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER rn ON-SITE. PROVIDE METAL END SECTION I 0 BIORETENTION SOIL MIX SPECIFICATIONS W/ TRASH RACK & RIP RAP WIDTH VARIES NOTE: AT INLET TO POND FOREBAY ACROSS BERM 60% SAND NON-WOVEN I , I 20% SANDY LOAM (SILT, SAND, CLAY) THE INFILTRATION RATE OF THE CLAY AND INLET TO POND PRIMARY GEOTEXTILE FABRIC 2' MIN 2' MIN REDWOOD ' W 20% COMPOST LINER MUST NOT EXCEED 0.5"/ HR. BASINS [REFER TO ACHD 2' 2 TYPE 1 MATERIAL PER OVERLAP 10, OVERLAP i CREEK SD-628 W/ RIPRAP OPTION] 3' ISPWC SECTION 206.2.6 I 0 5% TO PON & 2050.2.2. INSTALL 2' 6' 2' D Y PER ISPWC 206.3.2.A.1. •�'•� NOTE: Q ••�•• ; POND #4 W 1. NOT USED. - h'71, 6 8" TYP ��1 �•• 2. GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER THAN INDICATED ON THE PLANS, THE CONTRACTOR SHALL NOTIFY I W THE ENGINEER IMMEDIATELY FOR REDESIGN BETWEEN GROUNDWATER AND THE POND BOTTOM. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE I (- CONTRACTOR. 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. o U o 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. FOREBAY OVERFLOW CHANNEL - SECTION 8 ANGULAR STONE RIPRAP 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER INFILTRATION BASIN IS FULLY EXCAVATED. THE ACHD STAFF MUST VERIFY THE INFILTRATION RATE NOT TO SCALE (8" MIN THICKNESS) 0 MAY NEED TO FACILITY LLASTIS FULLY OR OREETOACREATE IF THE CONDUIT FORDTION IS RAINAGE�OSOCTCUR OR SPECIFIED BY THE THE SOILS OSYSTEM TO REPORT AND IEVEENGINEER THE REQUIRED INFl TRATION.S PER ACHD 8010.1.5), CONTRACTOR W ARMORED SPILL CHANNEL SECTION 0 J 5. EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER ON-SITE. NOT TO SCALE Z � Q L TO FOREBAY TO PRIMARY FROM FOREBAY TO PRIMARY Plans Are Accepted For Public 0 r SDMH INV OUT PIPE LENGTH/SLOPE INV OUT PIPE LENGTH/SLOPE INV 0 PIPE CAP PIPE LENGTH/SLOPE INV 0 PIPE CAP Street Construction DRAINAGE SDMH INV IN SUMP ELEV (TO FOREBAY) [SDMH TO FOREBAY] INV 0 FOREBAY (TO PRIMARY) [SDMH TO PRIMARY] INV 0 PRIMARY [IN FOREBAY] [THROUGH BERM] [IN PRIMARY] By stamping and signing the improvement plans, the Registered DATE: » » » » » » Engineer ensures the District that the plans conform to all District 4-25-2022 1 2519.14 12 2517.14 2519.14 12 14 LF 12 SDR-35 0 0.50% 2519.07 12 2519.64 12 12 LF 12 SDR-35 0 4.75% 2519.07 12 2518.87 12 LF 12 SDR-35 0 0.33% 2518.83 policies and standards. Variances or waivers must be specifical- PROJECT: 2 2517.34 12" 2515.34 2 517.3 4 12" 10 LF 12" SDR-35 0 0.50% 2517.29 12" 2517.84 12" 12 LF 12" SDR-35 0 4.58% 2517.29 12" 2517.09 12 LF 12" SDR-35 0 0.33% 2517.05 ly and previously approved by the District in writing. Acceptance C2018-007 3 2517.51 12" 2515.51 2517.51 12" 9 LF 12" SDR-35 0 0.50% 2517.47 12" 2518.01 12" 20 LF 12" SDR-35 0 2.70% 2517.47 12" 2517.27 12 LF 12" SDR-35 0 0.33% 2517.23 of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. 4 2517.92 12" 2515.92 2517.92 12" 20 LF 12" SDR-35 0 0.50% 2517.82 12" 2518.42 12" 14 LF 12" SDR-35 0 4.28% 2517.82 12" 2517.62 12 LF 12" SDR-35 0 0.33% 2517.58 BY DATE: *SDMH RIM ELEVATIONS ARE SHOWN IN PLAN VIEW MATCH LANDSCAPE OR LOWEST POSSIBLE RIM AS DETERMINED BY PRECAST SUPPLIER (MAY HAVE REVEAL ABOVE FINISHED GRADE) ADA COUNTY HIGHWAY DISTRICT 4s9_1 C� Q oM 1 � --\_ 9 _ _ Q KEYNOTES Q � °' \- N N NOT USED.O _ a PI w Q co PLATEAU pReEK O NOT USED. M� Z ~ / P A O CONNECT TO EXISTING SEWER STUB. Z CONTRACTOR TO FIELD VERIFY = g INDEX MAP LOCATION & INVERT ELEVATION. a -- / 1 =250 I ® REMOVE EXISTING BLOW-OFF = N m ASSEMBLY AND CONNECT TO EXISTING Z BLACK m W 8" WATER MAIN. CONTRACTOR TO FIELD-VERIFY LOCATION & ELEVATION U) W OF EXISTING WATER MAIN. W w MENEM cj CONTRACTOR TO FIELD VERIFY Z RAND RAPIDS O LOCATION, ELEVATION AND PROPER, � D I WORKING CONDITION OF EXISTING z LL a SEWER SERVICE. _j � o i m © CONST. 12 LF. 6" WATER MAIN % \ 8"x8"x6" TEE (MJxMJxFLG) , / 6" VALVE (MJxFLG) w l l C ' ' '� FIRE HYDRANT [MERIDIAN W8] EX. SSMH A , , 1 >, ;.., RED wO�p �REeK 7 NOT USED. O _ ® POTABLE/NON-POTABLE SERVICE �� G�STE,S, C�7i� t2513.92 ' 3+47 i ' CONSTRUCT 235 LF O i i i i i , `\ CROSSING. REFER TO WATER NOTE 3 �� F10 76 i i i �� - SEE COVER SHEET 1.0 Q W a 0 - 4" 43 ; ; 8 WATER MAIN ��, �\W __,`__` EI 2514 52 i 14 i' i i' 04/25/2022 / 1� ~�W t i 4+03.7 i 17882 2 \ w / a 2514.83 ' , , i , i n \ I w e 't'-__ i 4+59.48 ' ' i i , �� / O F PVC ,4 i w ° a 4" 44'� ' N S. CR 00• iw ' `'-___ EI 2515.13 i 45 i 8 w ,a ' t __ i 5+16.49 CHECKED BY: s o 1 _ ` / 8 w ° 9 ° 8 % % 4„ 441E i i i i ' DAVID A. BAILEY P.E. `'-- s i ��'` a EI 2515.431 , 5+72.4s CONSTRUCT 237 LF DRAWN BY: 41 ` ` _ i w w a ° 8 �r ` 4" 4 - 8 WATER MAIN BD l a PVC ® 6+28-49 Q-46 0 _ ` �/� w' 6 EI 2515.39 i ' �S` ' �� q w i ° 8 i __'Ji El" 43'L T l I 25 5 EX. SSCO 1 / �I � 3±282--___� a S i 8 , ` w I � 07% i 8 , E 8 ' 4„ 24,R % Imo,\-__ ° ~�� i I EI 2514.02 ' 3+71 s 180° a i `EK D/w`w a i % 4' 24•'28 i I a 4 , l I i i EI 2514.29 \ _1' 4+3s4S� 4„ 2428 % r , �s 8 - ` ` R i ' da S ' 2514.59 1— _ o o F90-28 4„ 24'R % /r,`__ % \S,� C° EI 251 i i -_a, a s N SSMH A-1 4.89 , 5+46.2 � Q o El" 24•R8 % /�___\ �° a a �� 2515.14 , i 6+02• _ W a El 251482 I' 6+54.```��- La z i 4„ 24,R8 i EI 2514.51 30 0 15 30 60 W M C� SCALE IN FEET — • 1"=30' L . ! O z 252 2529 z _' 00 WATER METER LEGEND Z 0000 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 0 W O 3 00 0�0 � & W5) � W N ap 00 00 00 o 0 LOCATION PER MERIDIAN SD—W9 IF METER SHARES LOToo 00 ' ^ FMM 252 2526 LINE WITH FIRE HYDRANT. �/ J QO N F- I N � �O � + � Z Z 3/4" DOUBLE METER SERVICE Q O rn > Z p 0 � M N N — O WITH 3/4" METER SETTERS O N H Q = O O � � N + � •• � H � > > I 3/4" SINGLE METER SERVICE � ONN N H o7NZ0 (n � ZZ d M N + Z Z = FINAL GRADEWITH 3/4" METER SETTER SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD W N N N — > O - z z2523 SW-3. 252 WN� zzz Q — NOTE: THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS \— — — — — — — — — — — AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. ____ - - -- - -- - - -- - - - NOTE: o 252 2520 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, I I EXISTING GRADE CONSTRUCTED PER ISPWC SD-501. J THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. W Y.1 ER MAIN o ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC , ^ 2517 2517 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. V, II I CV *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 Q I o �('� (SDR-21) PIPE. SEE WATER NOTE 3. Z o / W � BENCH MARKS � TBM 2514 I (o W 2514 TBM #1 - 2520.97 - RIM EX SSMH A-1. LOCATED IN I + N INTERSECTION OF PLATEAU CREEK & MAGICAL CREEK IN I..L I to EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.1. r 1 I Q = NB E SECTION 1OF GRAND MRAPIDS & MAGICAL EX SSMH-2. ACREEK IN �•J 251TED IN 2511 EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.3. 0 < W W J II 0 250 II 2508 Z N II W Q L II o L I 2132 LF 8" PVC, ®0.45� r ) I (286 LF -C) v , --------- 176 LF 8" PVC 00.46% 250 - ---------- ---------- DATE: _ 2505 -- --- 1 103 LF C-C) PROJECT: 4- - u ( SEWER LINE A ROFILE C2018-007 H R: 1 "= 0' SHEET VER: 1 "_ 2 250 +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+ 2502 5ot-- Q O U KEYNOTES = c �' 1O 11-1/4' BEND (MJ) "' a) J N --- -- --�-- -- - , P�A1Eq 20 22.5' BEND (MJ) ■= Z m D DREEK y 3 30 45' BEND (MJ) Z � Z D ® CONST. 12 LF. 6" WATER MAIN OI INDEX MAP m 8"x8"x6' TEE (MJxMJxFLG) ■ a IRR IRR IRR IRR IRR IRR IRR IRRf'R IR I 6" VALVE (MJxFLG) 1"=250' D � A FIRE HYDRANT [MERIDIAN W81 = C3 w 1 elgDK m 0 8"x8"x8" TEE (FLG) W PI PI PI PI PI a I TE 2- 8" VALVES (MJxFLG) W `4 PI PI , i __ 1- 8" ADAPTOR (MJxFLG) W w PI PI PI PI PI P�_11 '' � © INSTALL 2" BLOWOFF ASSEMBLY PER l- ------------�1 i Z -------� r------- � r------- � r------- � BRAND R S I MERIDIAN W13 [FUTURE WATER MAIN Z 1 1 1 I I I I I I I I I AP,D y F- co BLOCK 1 1 2 I I I I 1 ' EXTENSION] W a 00 A ' _j U 0 / 70 POTABLE/NON-POTABLE MAIN w w I I 1 I I I I 1 m CROSSING. REFER TO WATER NOTE rn J C7 2 - SEE COVER SHEET 1.0 V w ii i I i I I I I i i i Rea I ® POTABLE/NON-POTABLE SERVICE O 1 1 1 1 1 1 1 I I I I I WOOD ORE CROSSING. REFER TO WATER NOTE 3 - SEE COVER SHEET 1.0 I O O I I I , NAL 1 1 I O 1 O O O I I O �O F I O CONST. GRAVEL ACCESS ROAD AS �, / SHOWN. USE SECTION THIS SHEET. \STF O� U%25/2022 F� I I I I 1 1 1 I I I I '�_ , 7+83.25 I I I I (CONSTRUCT 122 LF I 17 2 b I? Ar I 4" 514 a CONSTRUCT 123 LF I ' 1 1 k 60�- y L--EI 2514.57 g WATER MAIN I1 CONSTRUCT 73 LF 2yo8, WATER MAIN 8" WATER MAIN 8+53.69 I I 8+93.69 19+33.69 1 I i I I �9TF OF \�Q rn I [11,18" 9+73.69 10+14.44 10+53.69 10+93.69 F�/N 4" 39'L I 1 4" 38'L4" 38'L 4' 38'L 4" 38'L I 4" 38'L I 4" 38'L S, El 2513.84 I I El 2513.82 I I El 2513.95 I I I I El 2514.23 I I 1 14'-0" 1 1 EI 2514.09 i 1 •�, h a° a L---- J L---- J -_- J -_- J -- I El 2514.36 1 ( El 2514.50 -- 0�cy� i � ° I fi---- t---- ?----� L-- 1 7'-0" MIN 7'-0" MIN '\ " ti� I I I , I T---- I I CHECKED BY: �� ° �� $ I 8 1 5 g I I I I CITY OF MERIDIAN / �� - 4 D VIDRA A. BAILEY � I _ ° 1 a I �O ° b a I ° I SEWER EASEMENT DRAWN BY: \ w w w w Illllal w w wl w w I w w ' w w I I ; SSMH A-3 BD / $\\\� <z I w w w j 3 � �� I $ - °°11 7 I 8 4 I� 8 1 ALA ESA CR1EE 1 I�-___I _____ PLACE 10" MIN. OF 3/4" NATURAL ZD / �osl s 111 I a �� s s I o - �-N . - _ Oa I ` A VE1. - ECRro j ROAD MIX OR EQUIVALENT GROUND + !- - O I ON A STABLE COMPACTED 5 S S- s s 1 s 1st-5 o I SUBGRADE. ° ti i iai � 8" PVC 00.45% o s s 1 0 0 1 1 4+58�14 '�_ a 3 v a �1111 a - ° - - 4FrM v �3 ----E ----, ------ GRAVEL ACCESS ROAD F � El 2514 80 11 -- TYPICAL SECTION CONSTRUCT 237 LF I 3 y SSMH A-2 P P = _ \ 3 ' ; ; NOT TO SCALE / 8" WATER MAIN / 8 ° I I r------------------------------ � o I 10+64.76 11+05.27 z 4" 28'R EI 2514.20 El 2514.34 7+08.39 i SEWER LINE B 4 ° / / " 23'R 7+ SEE SHEET 5.4 0 w� � 3 0 / El 2514.22 O w 77.49 N J N Q EI" 44 2514.78 w oz Ldr__ J SEE SHEE�.00 30 0 15 30 60 T 5 - • SCALE IN FEET L.L p o 1"=30' O Z 252 2529 3w3 00 z z z WATER METER LEGEND Z Lo 00 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 O 00 00N00 & W5) O N C4'_' LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT ' ^ c� 252 N °' N CID- ao 0o cn O Q N N N QD 2526 LINE WITH FIRE HYDRANT. - + M - NLo 3/4" DOUBLE METER SERVICE cV = > Z 04 O ? ? Q + Lo N Y WITH 3/4" METER SETTERS Q Q � > > > _ N O ? U 3/4" SINGLE METER SERVICE V) V) V) Z_ Z_ Z_ Q ) > WITH 3/4" METER SETTER 7 N N Of Z Z m SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD L m 252 FINAL GRADE 2523 SW-3. - - -- - - _ - - - - - - THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS '^ - - - - _ - - - - AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. L.L NOTE. 252 - - 2520 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, = O 4" P-IRR CROSSING CONSTRUCTED PER ISPWC SD-501. J [8 C-900 SLEEVE] EXISTING GRADE THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF I ' I MANHOLE. W O u.l 2517 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC , ^ SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 1 8 WATER MAIN *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 W � O SDR-21 PIPE. SEE WATER NOTE 3. � Q O ~ O W BENCH MARKS 6M TBM W 251 + = 2514 TBM #1 - 2520.97 - RIM EX SSMH A-1. LOCATED IN ��I / INTERSECTION OF PLATEAU CREEK & MAGICAL CREEK IN � L.L (o EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.1. r 1 Q U TBM #2 - 2519.67 - RIM EX SSMH-2. LOCATED IN INTERSECTION OF GRAND RAPIDS & MAGICAL CREEK IN 251 Q 2511 EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.3. 0 � W w J 0 Z -/ 250 " PVC C� .45% 2508 IZ 52 LF C-C) W Q 282 LF 8" PVC ®0. 5% (286 LF C-C) V J DATE: 250 2505 4-25-2022 SEWER LINE A PROFILE c 018-007 HOR: 1 "=30' SHEET VER: 1 "=3'250 +306+60 6+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 11 10 11 40 11tJ802 5o2 C� Q oM 1 � O KEYNOTES A — O 11-1/4' BEND (MJ) N c � T 2 NOT USED. w I PLATfA0 CREEK 3O REMOVE EXISTING BLOW-OFF � Z ASSEMBLY AND CONNECT TO Z n EXISTING 8" WATER MAIN. S D CONTRACTOR TO FIELD-VERIFY INDEX MAP m LOCATION & ELEVATION OF '� a — — — — — — — J »=250 I D EXISTING WATER MAIN. 1 N = Z w — — — — — — — — BLADK Bpjj ® CONST. 12 LF. 6" WATER MAIN W E 8"x8"x6" TEE (MJxMJxFLG) :;mvt W U) -- 6" VALVE (MJxFLG) W w 11 _ FIRE HYDRANT [MERIDIAN W8] GRAND RAP,p I U 23 EX. GANDER CREEK SOUTH a r — — — - s v i O CONNECT TO EXISTING SEWER Z w N STUB. CONTRACTOR TO FIELD LIJ a SUBDIVIISION NO. 2 - — — — — — — — --- � � VERIFY LOCATION & INVERT J co � m ELEVATION. ui Ld 0 PI - FI- 11 PI PI -- STA: 6+10.00 ' 6 8"x8"x8" TEE (FLG)2 � a O ° MATCH SHEET 5.4 2— 8" VALVES (MJxFLG) a L - - - - - - - - - - - - - - - - � I Q E I ; RED wDODCREeK 1- 8" ADAPTOR (MJxFLG) L---------------- ____ 7 CONTRACTOR TO FIELD VERIFY w, w_w�_ \ PI PI PI PI - PI _PI , _ _ = O LOCATION, ELEVATION AND S�OL\ 0�� - a 6 0j > 1 �� PROPER, WORKING CONDITION OF �S 9 0 CONSTRUCT 151 LF_____________ -�,_ `� G�srER EXISTING SEWER SERVICE. — — ° I 00 E 8" WATER MAIN EXISTING Q� 04/25/2022� — w—w—w—w� � So—� � �TCONSTRUCT 53 LF „ � S ail/ R q EX. SSMH 2 as °a " O 5+78.97 ® CONTRACTOR TO FIELD VERIFY =S R A S� R- _ $ WATER MAIN ° ® O LOCATION, ELEVATION AND 11882 SAS � _ / w ° �I � - i ce- ---r 4" 39'R 3 S—r—s s U I El 2512.43 EXISTING WATER SERVICE.KING CONDITION OF q ° a° ° a a a ° S_ ° \ , CONSTRUCT 70 LF — > TF 8 __r__ —r a _ 2S �g�\ �— _ 8„ WATER (MAIN os a I ____ L-------- _ '�� OF �C� PV ------ O POTABLE NON-POTABLE MAIN l'�N S. CRP O O i 0 ° C - 3W `� 4 ° I CROSSING. REFER TO WATER r 4 El r 4 — 8 ?O ® ®0• 2� w CONSTRUCT 95 LF— _ ,,_ ® �` a a ° I a ° r----------------------------. NOTE 2 - SEE COVER SHEET 1.0 __ 8 WATER MAIN- a I CHECKED BY: ±2513.77 ±2513.51 �r 4" ----� 7 w EI I Ir _ ° 0 S V II N ° a ° a ® POTABLE/NON-POTABLE SERVICE DAVID A. BAILEY P.E. f2513.24 i I 4"W -- 8 ``�� 5 s \ D\\ - T 4" 38'R 4 NOTE3 CROSSING. SEEER TO COVERWATER SHEET 1.0 DRAWN BY: ` n/ / BD I EI �' Y � 1 HiHi \ El 2512.36 i i i i I I f251 i 7 „ ^ 4" El -- ° J� PVL` ® 7 /"/D w HiHi i . a i O l i i i I i I I I �2511 / 3q \ R W —W o w L----------------------------- n l I I I 91 ; »�-L $ o p 4 EI -� i �\ 166° HiHi _ Fa a r------------ ------------- f25 1 22 Hill 92 PVC ®O 5% p 2 N 0I_6 Z� !.10.64 , Hill g Hill LoHillEX. SSCOi2 3+465 r-, iI i °a46I 4 9 Hill R i / - I u � Uiiiii -------------O-5--------------- 2512.49 46 I i i i i 28RE/ 25 4+13.0 s--- --------� a N -Ii--- - --i CONSTRUCT 114 L�FJ Z12.66I ' 4. 4+54.70 F----- 028 WATER MAIN 2512.85 4„ 29,R El 2512.80 /SSMH FaN B 1 / SSMH B— t I2 a I (� I L ! ` O!✓ ;' ; i i ; ; ; ;' SEWER LINE C — v) o I I I i 12 MATCH SHEET 5.5 1119 z M 30 0 15 30 60 I I I I I I / • ' SCALE IN FEET LL 0 o 1"-30' OZ 252 2529 � �_ WATER METER LEGEND Z (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 O & W5) 0 n Lo w QO O LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT 252 w zlco w: rn cn oo W 2526 LINE WITH FIRE HYDRANT. 0� 00 00 O 3/4" DOUBLE METER SERVICE I- 00 00 N N o6 O II Lo U) cD w WITH 3/4" METER SETTERS I� I� N co O LoO r r- 00 -� = 3/4" SINGLE METER SERVICE Lo to co C14r I U-) US o rn06 06O N O I� 0p cp O O m N N N H N • Opp V) (Q N WITH 3/4" METER SETTER �J O N L m N � O 04 _'*N Z 0 O m N N SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD = o __ 04 04 N N 2523 SW-3. 252 5 vi In— NH �, � � >> N = NZ Zo N + � z z U NOTE: NNN - - � N NZD cncn � ? ? Q � >> > X > > > > > FINA GRADE ~ Z Z Z Q THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS w Z Z Z �X Z Z AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. NOTE:_ 0 252 — — —— 2rJ20 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, \ CONSTRUCTED PER ISPWC SD-501. LENGTHTHE SLOPE AND SEWER I S ATED FROM INSIDE FACEOFMANHO ETO I INSIDE MANHOLE. I . I O ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 2517 I EXISTING GRADE 2517 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. V) > I *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 Q W I 8" WATER MAIN (SDR-21) PIPE. SEE WATER NOTE 3. Q II BENCH MARKS 6M TBM W 251 2514 W TBM #1 - 2520.97 - RIM EX SSMH A-1. LOCATED IN �y INTERSECTION OF PLATEAU CREEK & MAGICAL CREEK IN � L.L EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.1. r 1 TBM #2 - 2519.67 - RIM EX SSMH-2. LOCATED IN INTERSECTION OF GRAND RAPIDS & MAGICAL CREEK IN 251 I 2511 EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.3. ch 0 II W 131 LF 89s PVC ®0.8 q J II LF C—C)79 F 8" PVC0.45% (13 Z — 250 I I --------- ---------- --------- 12t) " c—c) q c- 2508 Q LF "- PVC ®0.7 % _------ 127 F LLJ u DATE: 250 2505 4-25-2022 SEWER LINE B ROFILE 018-0C H R: 1 "= 0' SHEET ER: 1 25 2500+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 02 5o3 C� Q oM 1 � -- .... A _ Q 9 �--�- KEYNOTES Q c -`-- ♦♦ N 0 11-1/4' BEND (MJ) = t w PLAIEAU CREEK O NOT USED. 'y Z co 3O 45' BEND (MJ) Z D INDEX MAP 1 ® CONST. 12 LF. 6" WATER MAIN .= a 1 0 1 8"x8"x6" TEE (MJxMJxFLG) 1"=250' I 6" VALVE (MJxFLG) = CS N 1 m FIRE HYDRANT [MERIDIAN W81 Z m 1LJJ 1 BLACK Bu - 7, I= Z) __ 5O POTABLE/NON-POTABLE MAIN LijW w CROSSING. REFER TO WATER Z w 1 NOTE 2 - SEE COVER SHEET A!�_ w RAND RAPIDS c� I 1.0 ■��I w co z -7 ' 1 © POTABLE/NON-POTABLE a SERVICE CROSSING. REFER TO i o 1 j co WATER NOTE 3 - SEE COVER ui w SHEET 1.0 o W REDWOOD 1 l l l i l j DREeK S�pNAL FN � S4z�G�S T E, Fa Q C�'LF % i i / 12 04/25/2022 i i i ; i 13 i l l l i cn 1V882 O14 ' ' � l i l 9�F O F � i i % i i ��i ; CONSTRUCT 19 LF ;/ 15 i % ; N S. CR CONSTRUCT 22 LF �� i i i 8" WATER MAIN, ' 16 i 8" WATER MAIN �� ' 7+01.04 / % ' / O CHECKED BY: I I / CONSTRUCT 127 LF / DAVID A. BAILEY P.E. �k0\v, ( �\ 4„ 42 L / 7+42.89 i 8" WATER MAIN � 17 BRAWN BY: 3g Ell 2510.25 / , 4„ CONSTRUCT 11 LF 44'� , l ; ` p Z ,,� 2513.7 ±82.gg SEWER LINE A 8" WATER MAIN 6 '?�- 4 4" / / .�0 \ `� 3 44'L , / ; / SEE SHEET 5.1 A'� ,�, a a a / 6 `- E�2514.34 / 8+22.56 / a 't Jl i 4„ 44 , a \Dc a I 251,E l D - �\�� 6 r 4\g2 i ao CONSTRUCT 108 LF - - �� 8" WATER MAIN Al _ CK E 6 _ 1� I, � 3 4 s` � �' / - w 6 PVC ®� ' TE 0 / W so Ri: W W W W 10 00 0 5 o _ (1y O S / i-iuu F ! � 5 5 a 11 - - - - - - --- SSMH B-4 a N m a I5 8" PVC 01.509(D �i I--I--I i 6 0 Mom, SSMH B-3 = ai uu a Ld a V) o y ----- ---------I------------- O 6 -- A BLOCK 3 6 W I Pi P - -- - - --� 4" 38'R SSMH B-5 O I _ El 2512.50 i I aSTA: N6+10.00 SEWER LINE A 30 0 15 30 60 MATCH SHEET 5.3IIIIIIIIIIIIIIIIIIIIIillillill • � SEE SHEET 5.2 0 SCALE IN FEET LL r 1 1"-30' O Z lJ 252 2529 c ao WATER METER LEGEND Z 04 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 O co O LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT 252 w N 2526 LINE WITH FIRE HYDRANT. c� 6 -1 V J w Z Z Z m + 3/4" DOUBLE METER SERVICE Lo 00 00 c = 00 cV O WITH 3/4" METER SETTERS > Z O O m Q g > 3/4" SINGLE METER SERVICE I'7 , U) F_ rn N N I oLo cn cn F ? WITH 3/4" METER SETTER Q W 04 M � O O m O N N SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD 252 11,00 M In Lo , Lo ,n + N — W 2523 SW-3. Q U m � °' N ' N N > cn _ NOTE: (n Q m 0 N Z Z Z N N F Z THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS r/� / AND WATERWORKS BRASS BE ANSI NSF 61 CERTIFIED. �+ ' NOTE: 252 — 2rJ20 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, = 0 CONSTRUCTED PER ISPWC SD-501. J — — — — —— — FINAL GRADE THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATEDth FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF W EXISTING GRADE MANHOLE. I . I O ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 1 2517 2517 8 �N SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. V) > *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 Q W (SDR-21) PIPE. SEE WATER NOTE 3. Y Q BENCH MARKS 6R TBM W 251 2514 W TBM #1 - 2520.97 - RIM EX SSMH A-1. LOCATED IN INTERSECTION OF PLATEAU CREEK & MAGICAL CREEK IN 0 " PVC gj.50% EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.1. r 1 125 F $ C_ TBM #2 - 2519.67 - RIM EX SSMH-2. LOCATED IN 129 LF INTERSECTION OF GRAND RAPIDS & MAGICAL CREEK IN 251 „ Pvc ® 2511 EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.3. 0 4 LF 8 LF C—C) OL 5 W o J z 250 131 LF 8" PVC 00.837. 2508 Q L.L (11 31S LF C-C) fW V , DATE: 250 2505 4-25-2022 SEWER LINE B PRO ILE c 018-0C HOR: 1 "=30' SHEET VER: 1 "=3' 25 250?+---6+00+70 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+T0 02 C� Q M 1 o � 9 A KEYNOTES o N � 01 11-1/4' BEND (MJ) _ �. w PLATEAU CR 1 .y Z I.— co EEK 2 NOT USED. w+ W Z 30 CONST. 12 LF. 6" WATER MAIN QJ > 8"x8"x6" TEE (MJxMJxFLG) INDEX MAP Ao 6" VALVE (MJxFLG) 1"=250' a_ a FIRE HYDRANT [MERIDIAN W8] _ CS N BLACK BUrrE ® 8%8%8" TEE (FLG) W z_ W 2- 8" VALVES (MJxFLG) yI 1- 8' ADAPTOR (MJxFLG) LLI w Z w GRAND Q POTABLE/NON-POTABLE MAIN P/DS I CROSSING. REFER TO WATER I i I I I I I I NOTE 2 - SEE COVER SHEET 1.0 W a m I I I I I I I I 1 I 1 1 ' -4O CROSSING.NREFER TOBWATER LE VICE rn 6L0CK11 1 12 1 1 1 1 I I I I 1 1 NOTE 3 - SEE COVER SHEET 1.0 V w I I I I I I I I I I I I I I I I I I I I I I 1 1 I DOD CR I I I I I I I I I I I I I 1 EfK I I I I �C3S�pNAL Fiv�,i G\STE ti �04/25/2022�1 CONSTRUCT 114 LF! , I I CONSTRUCT 140 LF 1 i 1 17882 „ " 1 - 1 8 WATER MAIN I 1 8 WATER MAIN CONSTRUCT 51 LF 8" 9�F cc I I I i i i I I I I i I I WATER MAIN oF I I I I I I I I I I i, 1 1 2+07.50 I 1 2 43.12 I 1 2+81.12 1 3+19.12 3+57.12 I 3+95.12 1 1 4+24.43 I °�/ ' SEDER S.I 4 39'L 1 1 4 39'L i i 4" 39'L 4" 39'L 4" 39'L i I I 1 4" 38'L I 1 SEE �//v El 2513.65 I I EI 2513.81 I I a 4" 39'L I S E EI 2513.97 I I L___ � L � �_ EI 2514.14 I I El 2514.311 I El 2514.47 1 I EI 2514.60 1 3 NEST D J ---t---J L--- t----_j ----I -- --- --___j I s CHECKED BY: 6 I i 6 I — \ I --- / I I I 6 1 I I i " � DAVID A. BAILEY P.E. v m ar I I °I a s ° a I i s 6 DRAWN BY: W L0 w I w vw I w w I w w I w4 w l °w I I I / r\\ BD zw EE RIVE. w 0a w w _ 40 _ 6 6 N_. CAMP CREEK VE.I 6 _ 5 6 1 1 W// ° (n s s I I o T— — I — I w W s s s 1 s 1s GIs # s I 100 W N s I s —s s �N/� y f cWn W 5 .o I Icl sun 4 l cn 3 y004 0 2+24.26 v 3 / 4�. O 29 R 2514 60 v / s � I » 0 8 PVC ®0.45% 0 5 rn ''CONSTRUCT 95 LF I N 3 ' //yvy,, ° Q O / y // SSMFr C�2, mil/ / o 8 WATER MAIN I r��,, / I I 8" PVC @0.45% / / co M \\\J / SEWER LINE B ! y i +,`�N SEE SHEET 5.3 ',\\\7 ,;\\ % ',,� a / i 40 d-,z o w Lv / ( v �, __ 6 / r � Li C3 Q: Z / W i ) `J M ^ cc,) v N / / Srq 6 00 � �.�, O � a � � • SEE o0 00 30 0 15 30 60 0 U 6� sNEEr 5.6 O Z SCALE IN FEET z 1"=30' a- Z 0 252 2529 WATER METER LEGEND 0 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 _ z & W5) 00 W z O Lo LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT > Z 00 LINE WITH FIRE HYDRANT. I ' I 00 00 00 0 00 O ~ Z 0 W II 00 a0 r 0 W 3/4" DOUBLE METER SERVICE 252 cn O LLJ 2526 WITH 3/4" METER SETTERScn 00 00 0 N O N ap O O Lo = 3/4" SINGLE METER SERVICE Q � Lo cfl + L ' Z)Lo O Cj MO N N H coN d WITH 3/4" METER SETTER n rl- 00 2 � N 0 + + O SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD L000 000 � Q � > N2Lo z z0 = SW-3. N O O FINAL GRAD in — g •• Q 0— I oo a, �n �n �! cn cn cn � z z z � U NOTE: 0 252 m o� N N u' u' u' — — — 2523 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS _�N Z Z 0 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. ccn c n z_ z z 01L ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, - - - - - - - - - - - - - - ---- - ----- CONSTRUCTED PER ISPWC SD-501. W LLI ————— Z — — — —— — _ 252 — —— — 2520 THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 4" P— RR CROSSIN EX STING GRADE MANHOLE. W [8" C 900 SLEEVE] ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. Y Q 2517 2517 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 Li 8" WATER (SDR-21) PIPE. SEE WATER NOTE 3. W BENCH MARKS 61 TBM U TBM #1 - 2520.97 - RIM EX SSMH A-1. LOCATED IN r 251 2514 INTERSECTION OF PLATEAU CREEK & MAGICAL CREEK IN �J EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.1. n/ 0 TBM #2 - 2519.67 - RIM EX SSMH-2. LOCATED IN W INTERSECTION OF GRAND RAPIDS & MAGICAL CREEK IN W 0 J EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.3. 251 2511 3: Z 62 LF 8" PVC 00.45% I W Q 234 LF 8" PVC 00.45% (66 LF C C) r /� o I (238 LF C C) v ' 250 2508 DATE: 4-25-2022 SEWER LINE C ID ROFILE PROJECT: H R: 1 0' C2018-007 SHEET ER: 1 "_ ' Ao505 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 5o5 Q O U E _ co co •` �--�_ KEYNOTES Oct (T Vo 04 01 11-1/4' BEND (MJ) _ w PLATEAU GRfEK O NOT USED. Z_ ~ Z 000NST. 12 LF. 6" WATER MAIN Z D 8"x8"x6" TEE (MJxMJxFLG) _ INDEX MAP m 6" VALVE (MJxFLG) MEMO! a 1"=250' i D FIRE HYDRANT [MERIDIAN W8] wQQ N 4 REMOVE EXISTING BLOW-OFF ASSEMBLY = Z w BLACKO AND CONNECT TO EXISTING 8" WATER W BUTTE MAIN. CONTRACTOR TO FIELD-VERIFY LO U) LOCATION & ELEVATION OF EXISTING W w WATER MAIN. Z_ w I i i 1 GRAND RAPID O CONTRACTOR TO FIELD VERIFY LOCATION, �� C:3 Q0 i l S D I ELEVATION AND PROPER, WORKING Z co 1 I I l i CONDITION OF EXISTING SEWER SERVICE. 00 ~ I I I I J cn - ,� m 6 CONTRACTOR TO FIELD VERIFY LOCATION, Ji ELEVATION AND PROPER, WORKING I I I I l i l I CONDITION OF EXISTING WATER SERVICE. V Lu a O I O O I jl jl l l j 11 OC % R OD ' 0 7 NOT USED. GREEK POTABLE/NON-POTABLE SERVICE ANAL CROSSING. REFER TO WATER NOTE 3 - SSA FNG I I i I CONSTRUCT 11 LF i i l i i l `�` _ SEE COVER SHEET 1.0 �,\ST£ I I I I l l l � i �� i O � S�MH C-3 i 8" WATER MAIN i i O i i i i �`•�_- Q� I I 1 1 8+97.63 i i l l l l l l l /i i 04/25/2022 1 " I I • I 8+7 CONSTRUCT 59 LF / � � / � / 17882 1 1 4 El 1 1 4.. 37 L I I 3.37 i � 8 / / � � / , / / 1 1 ±2513.07 J L *EI-2514.14 i *' 38,R 8 WATER MAIN U'j�� I----- --- T---- / / - _EI 2514.14 / i 8�3j 17 i i i i O i i i i i 9TF O F \0 4" 8' l l , , i i i �F��N S. CFZP\c) l *E/ 2513 i / 7�95 S / / 8 90 / i 4.. 38 6 / � , -*f/ 25j363 ; 7 6347 % ! i 11 ! ! CHECKED BY: ->~��' , 4" 39, CONSTRUCT 333 LF / / ° R / , / �� DAVID A. BAILEY P.E. 4 - �� 1 % w\ /4 a ° 8 i f/ 2�3 42 i i 4+2,5 3j 8 WATER MAIN i i i 12 DRAWN BY: _• / / w ° ° $ / -- / 38R / / / ,� � ° � � E/ 2513.56 i BD 6+87?7 o�� , � w � � � l � £l 2513 8 i i 6'�11 -07 r--- ----- 7\ l w 8 ; L E/ 2 4 1 8+85.43 w l _\ '- .03 4" 31'L w 8 i It I El 2514.11 '-�,- / ° / S -o\y�/ w I 1 1 8+27.06\\-/ a a \` 8 S/0 \�D II I CONSTRUCT 30 LF, 4" 2s L , Q \\ - ° 1 I » El 2513.63 i l - - /° S i\ \ OD w�i �_ o � o 8 WATER MAIN S ?7+79.56 4" 281 CR� o L El 2513.33 w 7+31.37 --7 r o 4" 28'L \�\,� El 2513.33 i i '-i-- l \ QL O w ° l i it O l l �l i i 6+79.56 -, % � N o 29'L i lr--- l >El 2513.55 / / +- w o I I i i i 4 i 6+29.56 - , z 4" 291 ' „ El 2513.76 / 8 PVC 00.65% / Li l l ^ C � � • / i am; i � i l l O i 0 0 z 30 0 15 30 60 SCALE IN FEET O 1"=30' _ 0� > Z WATER METER LEGEND 0 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 W 252 2529 & W5) m LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT Lo LINE WITH FIRE HYDRANT. I O 6 3/4" DOUBLE METER SERVICE J WITH 3/4" METER SETTERS W LLI 0 3/4" SINGLE METER SERVICE 0 252 Z 2526 WITH 3/4" METER SETTER T d- W O w SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD •..L 00 + N SW-3. J 04 N L THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS I ' I W 04 rn O N Q = AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. W O 252 N _ � U 2523 NOTE: (/) W > > FINAL GRADE Q ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, W N N Z Z CONSTRUCTED PER ISPWC SD-501. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED Q FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF W 2520- MANHOLE. - W \ - - - ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. l , *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 U \ EXISTING GRA E (SDR-21) PIPE. SEE WATER NOTE 3. r n v 2517 2517 8" WATER MAIN BENCH MARKS � TBM TBM #1 - 2520.97 - RIM EX SSMH A-1. LOCATED IN I I L I INTERSECTION OF PLATEAU CREEK & MAGICAL CREEK IN LJJ Q J EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.1. 251 2514 TBM #2 - 2519.67 - RIM EX SSMH-2. LOCATED IN INTERSECTION OF GRAND RAPIDS & MAGICAL CREEK INSTA: I I Q 390 F EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.3. W r^ L INV. 25 3.80 8" PVC 0.65% INV: 25 *4" SS O ATER LLF C- �J STA: 8+37 17 251 STA. 7+95.56 2511 *4" SS ® WATER INV: 2513.14 4-25-2022 *4 S ® WATER PROJECT: STA: 8 73.37 C2018-007 INV: 25 3.65 SEWER LINE C PROFILE *4" SS O WATER HOR: "=30' -SHEET - *4" 1 "=3' 2 2509+30 9+00 8+70 80 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+ 2508 +4 5o6 Q O U c i IT KEYNOTES Octco NOT USED. N PEAT O NOT USED. ■= Z EAU OREEK 03 CONST. 12 LF. 6" WATER MAIN Z n 8"x8"x6" TEE (MJxMJxFLG) 6" VALVE (MJxFLG) = a D FIRE HYDRANT [MERIDIAN W8] o INDEX MAP i A ® INSTALL 2" BLOWOFF ASSEMBLY = Z w 1 =250 BLACKPER MERIDIAN W13 [FUTURE W Z BUTTE WATER MAIN EXTENSION] W U) i O NOT USED. Z ui 13 % DRAND RAP/D I ■M Z S � Z w co POTABLE/NON-POTABLE MAIN W a 00 / CROSSING. REFER TO WATER NOTE �- 0 / 2 - SEE COVER SHEET 1.0 w w CROSS POTALEG NREFER TOB BWATER NI OTE w SEwE O REDWOOD 3 - SEE COVER SHEET 1.0 SEE SNEET CONST. GRAVEL ACCESS AS y\ 5.5 L CONSTRUCT 51 LF J i I -��_ SECSHOTN.ION SEE SHEET 5.2 FOR S�(3NAL S _8 WATER MAIN '�__ o� �C,\STFR� W ° �— _ -P�� 1; �__� Q� 04/25/2022� d / d V l \ a w/ y / CONSTRUCT 27 LF i I 17882 w _ ° 8" WATER MAIN I �, w c� �� J 12 �` / % s os D /T TFOF �� Q) s ' \ \ gw a FV/N S. CAP\ T d d \ CONSTRUCT 134 LF / 3 w 8" WATER MAIN CHECKED BY: DAVID A.DRAWN BY: EY P.E. BID � / / S /// w SSMH C-2 \, S ` \ w E/ 2514 / / / ° / 7 .60 2+84.26 % a ,\ / �� 8 4" 29' / , \ 8 C i l l l l EI R l _ / fGR �?V 2514 60 3+26.7 4" 6 29' s l Z E1 2514 60 it LD 3+76.76 cot / SSMH D-1 4" 29'R 2514.60l \\ l 5+ w 4+23.76 �S,\ 4" 0320 0 59 R 'f� E/ 2514.g0 2 0 14.6p / Ld N o > On CITY OF MERIDIAN SEWER EASEMENT 4+76 7 � z l\PI � l l a l / 4" 41' 6 5b 03•20 El 2514 g0 4 23,3,R W LL 30 0 15 30 60 0 iiiiiiiiiiiiiiiiiiiiiillillilill�.................................... 0 Z SCALE IN FEET Z 1"=30' Z 0 252 2529 WATER METER LEGEND c� (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 Z W W & W5) >00 Z 00 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT 00 0000 LINE WITH FIRE HYDRANT. co co N Q W 252 II � 0 04 0 N 04 2526 3/4" DOUBLE METER SERVICE m O N ap 0) 6 0 - N N N WITH 3/4" METER SETTERS O I � '� 'n N o 0 N N 3/4" SINGLE METER SERVICE + U O N N N + Z Z = WITH 3/4" METER SETTER J N += � • � N 0Z Z 2 � - - O m Q SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD Q � Qg » > N (j Z Z Z SW-3. 0 � (nV) - 252 Z KZ FINAL GRADE 2523 NOTE: THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. J - - - - - - - - NOTE: W ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, W 0 CONSTRUCTED PER ISPWC SD-501. '^ 252 2520 THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED V " P—IRR CROS ING EXISTING GRADE 4 FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF� [8" C-900 SLEEVE] MANHOLE. W ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC j Q SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. W 2517 2517 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 W $" WATER MAIN (SDR-21) PIPE. SEE WATER NOTE 3. N BENCH MARKS 6M TBM 0 U TBM #1 - 2520.97 - RIM EX SSMH A-1. LOCATED IN v 251 2514 INTERSECTION OF PLATEAU CREEK & MAGICAL CREEK IN m/ 0 EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.1. TBM #2 - 2519.67 - RIM EX SSMH-2. LOCATED IN W$ I J --- 0 INTERSECTION OF GRAND RAPIDS & MAGICAL CREEK IN 29 LF PVC ® EX. GANDER CREEK SUBDIVISION. SEE SHEET 5.3. > 251 2511 Q I F W � 250 2508 DATE: 4-25-2022 SEWER LINE D PROFILE PROJECT: C2018-007 HOR: 1 "=30' SHEET VER: 1 "=3' 25 250 +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 05 5t7 KEYNOTES = g 0 DOMESTIC WATER METER AIR RELEASE VALVE t 1Q NOT USED. BOX COVER OBLITERATE 1 a rn � IV PSI RATED Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 1 " o INSTALL s" 2Q CONTRACTOR TO VERIFY LOCATION AND OPERABILITY OF WORDS "WATER METER" OR EQUIVALENT `� V N T CONSTRUCT 4 LF P—IRR VALVE FORD NO. X43 CAST IRON Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) " EXISTING P—IRR SERVICE. WITH 13 " LOCKING LIDS Q3 4" x 3/4" SADDLE MINIMUM ._ F co 6 P—IRR PIPE CAP & MARK y Z _ TO SURFACE ® 4" MAIN LINE MINIMUM '< '< '% %moo' '% '% '% NOTE: CONTRACTOR TO VERIFY ELEVATION, LOCATION & SIZE Q / ;, >fiT / Z ------- 6 x6 x4 TEE-- '— -- -- -- — PRIOR TO CONNECTION TO EX. VALVES 5 s" x 3 4" BRASS NIPPLE CONSTRUCT 242 LF \ \ \ \ \ \ \ © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 1 5 Q CONNECT TO EX. 6" P—IRR VALVE \�\\�\\�\\ 6 \\�\\�\\� O 3/4" BRASS CURB STOP .� a / \\�\\�\\�\ \\�\\\� ® ROCK CHIPS �QQ / 6" P—IRR PIPE —I IRR IRR IRR IRR IR 3 4 \\\\\\\ z \\\\ Q9 3" FEMALE ADD. 4 3 7 = Z w Q CONNECT TO EX. 4" P—IRR VALVE / \ \ \ M \ \ _ � PI�PI PI� PI PI PI PI PI PI PI PI \\ \\ \\ \ \ \\/ ® LOCATOR WIRE Uj 20" PVC y —— » » rr 3" PVC PLUG \ 6 W c4 I CONNECT TO EX. 8 P—IRR VALVE. 8 x6 REDUCER. / \ \ \ a \ / 2 W W \�\�\� �\ ® MARKER STEEL T" POST 5 8 cfl I I I �L OCK I 12 I I I I I \\\\\\\\\ a a \\\\\\ Z M � CONSTRUCT 105 LF I I I I I I I I I I I I I © INSTALL (2) 4 SCH 80 SLEEVES. \\\\\\\\\ \\\\\\ •�/ Z W o I I I I \ \ \ \ \ \ LU a a \` Qo 4" P—IRR PIPE I I I I I I I I I I " (1) PRESSURE IRRIGATION SERVICE TO LOT 27 `/\\/\\/\\ \\/\\/ N.M.I.D "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL INSTALL » a a � � � / ♦ I I " I I " I I I I " W W BLOCK 11 ON EX. 4 PIRR MAIN. \ \ \ \ — / I I " I \ \ \ \ \ \ NOT TO SCALE 1 I I I I I /\ \ \ \ \ / �� \ ` �' ' I I I I I I I I I 8 SERVICE VALVES TO BE LOCATED OUTSIDE OF \�� a a \ �\ IN 1 ROCK YD. a \�\� �\ DRAIN ROCK TO V / 4 ` �\ I I I I I I I I I \ \ \ \ \ BOTTOM OF VALVE W I I I I I I i i i i i i i t DRIVEWAYS AND ASPHALT. \\\\\\ \\\\\\\ \\ \ J a i i CONSTRUCT 42 LF FOR SUPPORT / i ` �\,` 1Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND CONSTRUCT 49 LF _ +� I I I I I I I 9Q CONST. P—IRR DRAIN PER DETAIL THIS SHEET. �\ ,�\ \ /� ,�� _ _ ____ Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) / „ J 4 P—IRR PIPE J L___--J L_— / / 4 P—IRR PIPE L I L —J I Q3 4" x 3/4" SADDLE MINIMUM S�pNAL FN 8" C-900 SLEEVE 4" 11.25° ELBOW— CONSTRUCT 80 LF ' ® CONST. AIR VAC. PER DETAIL THIS SHEET. �5 �i 4 4" MAIN LINE MINIMUM G�STE / 0 / (2) 4" P—IRR VALVES' 6 r w w w 4" P—IRR PIPE AIR VENT STATION DETAIL _ N �------ NOT TO SCALE ° O � RF �� +� 5 5 — 5_CONSTRUCT 9 LF MEDA CREEK AVE. QS 6" x POLY PIPE 20o PSI Q� 04/25/2022� CONSTRUCT 10 LF 4" P—IRR PIPE 4" 11.25° ELBOW © s x 3/4 200 PSI POLY 18 ABOVE GROUND � i8 8 2 1 N�� Q7 3/4" BASS COMP. COUPLINGS o 4" P—IRR PIPE 4" 90° ELBOW CONSTRUCT 29�LF ® 3/4" BRASS CURB STOP g � � w/v / Q9 ROCK CHIPS ,� ��\ \ .. OF G /%/�/�/ % % % % F 4 P—IRR PIPE CONSTRUCT 9 LF / / • �` / � ® 3" FEMALE ADD. ° — -------- I 4" P—IRR PIPE 1 _ 3 4 90 ELBOW — 3 I V,I CONSTRUCT 22 LF O 9 I 4" 90° ELBOW 1 LOCATOR WIRE CONSTRUCT 33 LF / " n YI 4" P—IRR PIPE ® 3" PVC PLUG 3 $ CHECKED BY: i 4" P—IRR PIPE i I U CONSTRUCT 38 LF 8" C-900 SLEEVE MARKER STEEL 'T" POST 4 ® DAVID A. BAILEY•P.E. U / p_ , 4" P—IRR PIPE (2) 4" P—IRR VALVES DRAWN BY: / 6 DES I / 4"x4"x4" TEE �r `P,— 6 CONSTRUCT 1 LF 2 4» P—IRR PIPE 5 CONSTRUCT 291 LF CONSTRUCT 84 LF ;/ / // jlO —, 3 1 J �,`,_ CONSTRUCT 50 LF 6 — 4 P—IRR PIPE 4" P—IRR PIPE 4"x4"x4/ TEE N.M.I.D MODIFIED TYPE A RISER LONG SIDE SERVICE DETAIL ' i 4" P IRR PIPE O61 CONSTRUCT 3 LF » '' NOT TO SCALE N 8" C-900 SLEEVE ov a $ P IORR PIPE ® ® ® ® 4"x4"x4" TEE 8 8 4 /1 .25 ELBOW » Q __ __ __ —® 8 0 � g CONSTRUCT 17 LF (2) 4 P—IRR VALVES it i1 _ — i_ -- -- ALLEY -- -- 1— — CONSTRUCT 54 LF I — `PFi'•I _ _ ,I I; 4 P—IRR PIPE - — 11 11 » 4" P—IRR PIPE X2 " CURB STOP BALL DOMESTIC WATER METER 1 I 34 ZY—W ELBOW BOX COVER. OBLITERATE VALVE SUCH AS FORD _ 8» C CONSTRUCT 23 LF PI PI PI P, PI I _ ___ ___ __ / 900 SLEEVE WORDS "WATER METER" B11-666SW PI PI PI (2) 4" P—IRR VALVES FROM LID. FORD NO. X43 z 4" P—IRR PIPE r----� r --- --- — ---- r--- r-----I CAST IRON WITH 13 }� " I I I I I I I I I I I I I I I I I I 8" C-900 SLEEVE ; ; 1 1 1 1 1 1 1 1 1 1 1 1 1 I I . I / __� CONSTRUCT 98 LF F I o s I » I I I I I /'1 " » » 9LOC/ i 12 I I I I 3 / " (2) 4 P—IRR VALVES I 4 x4 x4 TEE 1 1 1 1 1 CONSTRUCT 25 LF � LOCKING LIDS a I I I I I I » —4 P—IRR PIPE rx CONSTRUCT 101 LF i i 4 P—IRR PIPE --_�� N 4 P—IRR PIPE I 1 • INSTALL 6 0 �q CONSTRUCT 8 LF 3 " ; P—IRR VALVE / _ O \\\\\\\\\\\ \\\\\\\\\ r V.7 I I I I I I I I I I i i 11 i i 1 4 P—IRR1 PIPE / CAP & MARK \\/�\\/�\\// \ ` I I I I I I I I I I I I I 1 1 1 1 I I \`PI / (/1 p 1 4" 45° ELBOW / % \, / / TO SURFACE \�\\�\\�\\ \��\�� 20" PVC > CONSTRUCT 369 LF / , I I I I I I I I I CONSTRUCT 49 LF / r I ++ 3 / W O / W ++ s I 1 i _ i i i CONSTRUCT 2 LF PI / \�\�\� \�\/. 4 P IRR PIPE / • I I I I I I I I I 4 P—IRR PIPE 1 1 a • I \ ----J L----J L----- L----J L---- 8rr _ JI L 4" P—IRRVPI/PE COON LF --- i CONSTRUCT 47 \\\ \\\\ \\\\\ z C 900 SLEEVE —J --__ —- (2) 4" P—IRR VALVES- a ° J \CONSTRUCT 7 LF 6 P—IRR PIPE W W W W W W ar° 4 P—IRR PIPE / a rr rr '� N. CAMP CREE AVE. _ N. CAMP CREEK VE W o� ^ ; s xs x4 TEE \ \ a a a a d\\ M U / —___ ,,—' — — — w 4 22.50 ELBOW / QQ / ' s 5 s s s —CONSTRUCT 1 LF� rr ' l l a 3 \/ ; 4» P—IRR PIPE s 5 �\ram ; / 1 Y2 \\� z - � BRASS \ IN 1 CU. YD. O 4" 22.50° ELBOW mr� s3 C V / / PIPE �\ a a a a \\\ DRAIN ROCK To j BOTTOM SUPPORT ALVE / I N _ � ° / / / � / / 3 _ CONSTRUCT 35 LF Z O ; 4"_P—IRR PIPE / y O ;/ / DRAIN VALVE DETAIL 0 NOT TO SCALE 8 i —__4" 11.25' _ELBOW O / 1 / '--___- - O — __ — Q / *20 LF 4" SCH SO �__-\\\ • j \\ _,\` „ � __\\ J / SLEEVE FOR SERVICE -ALLEY.CROSSING 12)C / •� _,`` O Q/ _l j / / W , / PI PI PI PI PI PI PI— PI PI BLOCK �I � F � L Pi- o a c_ QQ g \� `\\CONSTRUCT 319 LF a 3 / L a CONSTRUCT 502 LF > a L / GANDER CREEK SOUTH I s 4 P` IRR PIPE , / / 6" P—IRR PIPE I I SUBDIVISION NO. 2 1 1 1 1 1 -� %V lr\\' _ J/ � ' - - - - - - / — L — J L - - J L - - J L / / y — — / n ` w w w w w IN w w / �—_� — — _ N_. MAGICAL CREEK AVE. w w !/ ,_�J /Q —_j s s s s s s s Ld s s �G// �, � \��—_ s � `�—�_� 3 / / \��__ \�—�_� ` � W 7 L ,o -7 U W LEGEND ° I --__— 4" 11.25' ELBOW CONSTRUCT 47 LF; -- -- 3 \N -----------------� - -- 4" P—IRR_PIPE SUBDIVISION BOUNDARY LINE 1 __ ; I � — � - -I t— - - � 1 —1 CENTERLINE _PI _1 z i Q i ' ' 4" 11.25' ELBOW RIGHT—OF—WAY LINE _ 1Q I 1 i v ' 3 ° � " ij v N I 1 1 5 Plans Are Accepted For Public L-----------------j - L_________________J ° `- Street Construction LOT LINE --__ PI P _ _ s:f ' ° F---------------- — a i CONSTRUCT 52 LF . _ _��-- By stamping and signing the improvement plans, the Registered DATE: PI CONST. PRESSURE IRRIGATION LINE ti I i O 8 i I I 4" P—IRR PIPE 3 — _ o Engineer ensures the District that the plans conform to all District 4-25-2022 WITH IRRIGATION RISER x I I j v I policies and standards. Variances or waivers must be specifical— PROJECT: L-----------------i L_________________J — ly and previously approved by the District in writing. Acceptance C2014-002 ® GATE VALVE W/RISER 3 — —� - - — 50 0 25 50 QD of the improvement plans by the District does not relieve the QD MAINLINE DRAIN 0 BL OC O 9 a a O U Registered Engineer of these responsibilities. SHEET 0 AIR RELEASE VALVE BY I — _ m DATE: 1 SCALE IN FEET ADA COUNTY HIGHWAY DISTRICT - --- PI PI PI 1 0 0=50' 611 — — --- — — — — --- Ol l / o C� Q oM E g LEGEND QLn MENEMSUBDIVISION BOUNDARY LINE V N CENTERLINE ■_ RIGHT—OF—WAY LINE L Z �2s —— —— —— —— LOT LINE Z—— r � 3 5 / O I PI CONST. PRESSURE IRRIGATION LINE II 0.Ra Ra R IRa IR I WITH IRRIGATION RISER ® GATE VALVE W/RISER W Z w ' — PI PI PI PI — PI PI- C P P P P P DQ MAINLINE DRAIN W AO AIR RELEASE VALVE � Z_ w I I 31 I I I 3III-1 — / ---- —\--\ ---� --\ \J/ a , �N eQQ�(0nn ■#77777C STREET LIGHT NUMBER l N,CZ(UY ^. L� C � \ A F N P/ c � a�i �WWUIOJ0— J�w 0 WF- 0 J U)@IN N N N Uj LU NOTE: Q UNLESS OTHERWISE SPECIFIED, STREET LIGHTS ARE TO BE TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. --- -- __ J STREET LIGHTS ARE TO BE INSTALLED PER CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS.e � �sT� w w - G � — — — N. ALAMEDATCREEK AV 04/25/2022 17882 — s STREET LIGHTING Milli - ------ 1. All street light construction shall be done in accordance with the current version of the ISPWC the Meridian Supplemental Specifications ' OFto the ISPWC, and the National Electric Code. PI Ng,2. A street lighting electrical permit shall be opened prior to starting ------------------- work. Use the online Citizen Portal at https://citizenportal.meridiancity.org/Citizen Access/ to open a permit k) and request inspections. CHECKED BY: . Installation will require inspections for the concrete base reinforcing, DAVID A. BAILEY P.E. bedding, backfll, and for the pole and associated wiring. DRAWN BY: 4. Street light bases shall be located 10imin. from trees, 5imin. from fire BD hydrants and 2'min. from water meters. 5. Keep accurate notes of conduit, junction box locations. Attach a redlined as built drawing of this plan sheet to the street lighting (E electrical permit, or submit a hard copy to the Meridian Public Works Department prior to requesting final inspection. /7 6. Contact the City Transportation and Utility Coordinator (208) 8985500 for questions regarding Utility Conflicts, or to access locked meter pedestals.ALLEY, _ _ LA PI � 1 0 &L0Ck 12LLI /7O O / W QNLa I I I I I I I I I Z w w w wCAP CREEK A N. CAMP CREEK VE. W 5 s s s � 5 5 J Z N PI PI PI PI PI PI PI PI ® � BLOCK --7W L LO 7 I w w w w w w w w L� N. MAGICAL CREEK AVE. w w w s s s s 50 0 25 50 100 W7O Q IWSCALE IN FEET v W EX. GANDER CREEK SOUTH SUBDIVISION NO. 2 Q ------------ Pi— PI _ — — — — — — — — 1Q ----------------- L-------------- PI PI PI PI PI P ----------------- r----------------- F I I— — 1 K DATE:OCI 1 4-25-2022 1 L PROJECT: _______ C2018-007� 1- zp— III`F R0CK 0 - - ,•I SHEET m�\ G PI PI Pi - - � 6o2 - - - - --- of n�li o