The URL can be used to link to this page

Home My WebLink AboutCONSTRUCTION PLANS SEWER Q p U 1. Construction of the sewer system shall conform to the standards in the GENERAL LEGEND DEVELOPMENT PLANS FOR N o � C Wastewater Rules (IDAPA 58.1.16) as well as the standards and specifications (Q o referred to in General Construction Note No. 1. 55 EXISTING SEWER LINE REVEILLE RIDGE SUBDIVISION NO . 1 J 2. The horizontal separation of potable water mains and non-potable water mains w EXISTING WATER LINE (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) NEW STORM DRAIN LOCATED IN THE S 1/2 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF S.5 4)w w w 3 feet. Where it is necessary for a potable water main and non-potable water NEW WATER LINE T.2N., R.1E., B.M., 4) Z main to cross with less than eighteen (18) inches of vertical separation, the .8-8-8 NEW SEWER LINE CITY OF MERIDIAN, ADA COUNTY, IDAHO a crossing shall be constructed in accordance with Section 542.07 of the Idaho _ Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 P P' P' NEW PRESSURE IRRIGATION LINE 2025 = o GENERAL W/SERVICE z L„ of the Wastewater Rules (IDAPA 58.01.16). LI.� LZ -x x x x- � � EXISTING FENCE J CC � 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the 3. The horizontal separation of non-potable services and potable water services or _ _ LAKE HAZEL RD. W EP F EXISTING EDGE OF PAVEMENT LIJ City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian Design Standards, the requirements of the Ada County potable water mains shall be a minimum of six (6) feet. Where it is necessary Z o for a potable water main and non-potable water main to cross with less than 11- NEW EDGE OF PAVEMENT Z5 UJ o Highway District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards -------�--- SAW CUT LINE Q ■� Z �n eighteen (18) inches of vertical separation, the crossing shall be constructed in - 0- shall M be the controlling standards or specifications. _____________ W w CO accordance with Section 542.07 of the Idaho Rules for Public Drinking Water BOUNDARY LINE 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at all g I � '-� o Systems IDAPA 58.01.08 and Section 430.02 of the Wastewater Rules IDAPA ROADWAY CENTER LINE times during construction (available on the website). Failure to have access to a current copy of the Standard Specifications on site could be � ( ) ( - -------- � � > w � grounds for a stop work order until the situation is resolved. 58.01.16). ROADWAY RIGHT-OF-WAY V w 3. The Contractor shall have plans stamped 'Approved for Construction"by the City of Meridian on site at all times. 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve ------------ EASEMENT BOUNDARY -- 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior to start of work. wherever the service line crosses a storm water treatment facility (Le., seepage LOT LINE O I 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is beds, drainage swales). -)470- EXISTING CONTOUR �S�pNAL FiyG required. No work may begin on any project without Twenty Four (24) hour prior notice. g00-� FINAL GRADE CONTOUR 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water valves. WATER CITY OF APEX EAST �o p 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the ELEVATION @ STATION MERIDIAN PARK SUBDMSION 11/06/2025 approving agency or the Design Engineer, Contractors shall furnish roof that all materials installed on this project meet the specification 1. Construction of the water system shall conform to the standards in the Idaho STATION POINT (TOP BACK OF ROLLED --- PP g g y g g P P P Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards ELEVATION CURB UNLESS OTHERWISE NOTED) I N2 O 2180 requirements set forth in General Construction Note No. 1. TBRC = BACK EDGE RIBBON CURB y 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate and specifications referred to in General Construction Note No. 1. TVC = TOP BACK VERTICAL CURB I O F OF base; (C) placing of concrete; (D) placing of asphalt paving. 2. The horizontal separation of potable water mains and non-potable water mains TRC = TOP BACK ROLLED CURB I Where it is necessary for a potable water main and non-potable water main to PC = POINT OF CURVATURE �� 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. TRLC = TOP REVERSE LIP CURB I SKYBREAK shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in SUBDIVISION cross with less than eighteen (18) inches of vertical separation, the crossing shall PT = POINT OF TANGENCY I \ CHECKED BY: accordance with the DEQ/QLPE approved construction plans. FL = GUTTER FLOW LINE DAVID A. BAILEY P.E. 10. An deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. be constructed in accordance with Section 542.07 of the Idaho Rules for Public GB = GRADE BREAK I DRAWN BY: Y PP P P PP 9 Y PP g P I 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of the Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater GC = GRADE CHANGE KSC Meridian Public Works Department. Any deviation in street light locations from the approved plans must be approved in writing from the City Rules (IDAPA 58.01.16). El = END INVERT SEWER SERVICE Engineer. 3. The horizontal separation of non-potable services and potable water services or SANITARY SEWER MANHOLE 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: REVEILLE RIDGE SUBDIVISION NO. 1. potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than OO EXISTING SANITARY SEWER MANHOLE CD 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements are in place and P P functioning. eighteen (18) inches of vertical separation, the crossing shall be constructed in 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body. accordance with Section 542.07 of the Idaho Rules for Public Drinking Water 4" SEWER SERVICE LINE The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction area. Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA TYPICAL DOUBLE WATER a z a 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the exact location of 58.01.16). SERVICE o w all existing utilities before commencing work. The Contractor assumes all responsibility for any and all damages caused by his failure to exactly 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the PROJECT w locate and preserve any and all underground utilities. Digline # 1-800-342-1585. PROPOSED FIRE SITE O service line crosses a storm water treatment facility (i.e. seepage beds, drainage HYDRANT a 0 o O 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD at least swales). it �_ il_ forty-eight (48) hours prior to any construction. 5. The Contractor shall be responsible for providing continuous water service to all 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This EXISTING FIRE HYDRANT o Ln LO existing water users affected by construction. If water service must be interrupted, tiY� N `o N requirement does not apply to catch basins or sand and grease vaults. the contractor shall coordinate with the Public Works Inspector. o N LO 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of the proposed O LOT NUMBER N a '� rn improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all trees, stumps, brush, undergrowth, - - > rn hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such material which, in the opinion of the Engineer, is PRESSURIZED IRRIGATION ® CATCH BASIN - ISPWC� i � Z N M unsuitable for the foundation of pavements. All material not suitable for future use on site shall be disposed of off site. 1. The pressurized irrigation system must be built to the standards of the PER PLANS L �WSON CAA 1 19. Survey control points which are critical to the construction of the project are located within the limits of work. The Contractor shall take irrigation district in which it is being constructed. '� DIRECTION OF DRAINAGE FLOW precaution to protect the points in place. 2. Install a reduced pressure backflow preventer in any connection between the I r 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to the Contractor incurred potable water system and the pressure irrigation system. The device must be STREET LIGHT O I in correcting deficient work shall be to the Contractors account. Failure to correct such work will be cause for a stop work order and possible approved by the Idaho Department of Environmental Quality (DEQ) and the City - - termination. of Meridian Water Department. ,z P � EXISTING DECIDUOUS TREE (CALIPER) 0 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or inverts prior to 3. Install all crossings of the Public Rights-of-Way, private roadways and construction. When discrepancies occur between plans and specifications, the Contractor shall immediately notify the Engineer. Untimely travelways with pressure irrigation at a maximum depth of two-and one-half oHP EXISTING POWER LINE & POLE _ ----- -- COLUMBIA RD. --- I ' I notification shall negate any Contractors claim for additional compensation. (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Public Z W 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI's, and preparing a Polution Prevention Plan Works Department and ACHD shall inspect all crossings prior to backfilling. (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208-378-5746 for the required information. 4. The horizontal separation of potable water mains and non-potable water mains VICINITY MAP 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or irrigation pipe. All pavement (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) NAVD-88 DATUM Z shall be replaced within seven calendar days from the time the pavement and/or concrete is removed. Concrete and pavement shall be replaced feet. Where it is necessary for a potable water main and non-potable water „ 600 per ISPWC Standards. main to cross with less than eighteen (18) inches of vertical separation, the PLAN SHEET I N D E 0 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and sewer elevations or crossing shall be constructed in accordance with Section 542.07 of the Idaho - inverts prior to construction and notify the engineer when elevations or inverts do not match plans. Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 0 0 ROADWAY of the Wastewater Rules (IDAPA 58.01.16). SHEET DESCRIPTION _ 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ITD at least forty-eight 5. The horizontal separation of non-potable services and potable water services 1 .1 - COVER SHEET, INDEX, VICINITY MAP & NOTES ,(48) hours prior to any construction. or potable water mains shall be a minimum of six (6) feet. Where it is 1 .2 - SITE INDEX MAP - J 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. Contact ACHD Inspection Services at necessary for a potable water main and non-potable water main to cross with 2.1 -2.6 - FINAL PLAT 0Q 387-6284. less than eighteen (18) inches of vertical separation, the crossing shall be W 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public right-of-way. constructed in accordance with Section 542.07 of the Idaho Rules for Public 3.1 - EXISTING SITE/DEMO PLAN 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD Supplemental Specifications. No exception to Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the 3.2 - MASTER UTILITY PLAN District Policy, Standards, and the ISPWC will be allowed unless specifically and previously approved in writing by the District. Wastewater Rules (IDAPA 58.01.16). - - D > 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The roadway contractor shall install and adjust all 3.3 3.7 SITE GRADING PLAN spacers, grade rings, manhole rings and lids. 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, 4.1 -4.13 - STREET PLAN & PROFILE V) W 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or sidewalk improvements. metallic red in color, with the words DANGER -UNSAFE WATER or 7. Existing A.C. pavement shall be cut to a neat straight line (2' minimum cutback) parallel or perpendicular to the street centerline and the exposed edge shall NON-POTABLE WATER clearly marked along its length. Place the tape between 4.14-4.15- STREET & DRAINAGE DETAILS be tacked with emulsion rior to paving. Actual field conditions durin trenching may require additional pavement repair beyond the limits shown on the six 6 inches below the surface and eighteen 18 inches above the to of 5.1 -5.13 - WATER AND SEWER PLAN & PROFILE P P 9• 9 9 Y 4 P P Y ( ) 9 ( ) P plans. Refer to conditions listed in the ACHD Policy Manual. Reference ISPWC standard and ACHD supplemental for street repairs per SD-301, SD-303 and the pipe. 6.1 -6.4 - PRESSURE IRRIGATION PLAN AND DETAILS Ld SD-806. 7. Label all irrigation risers and faucets with durable tags carrying the warning r 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within the road right-of-way. There must be at DANGER-UNSAFE WATER or NON-POTABLE WATER. 7.1 - GRAVITY IRRIGATION PLAN & PROFILE V least a one (1) foot separation between the back of sidewalk (or curb if no sidewalk) and the leading edge of any fire hydrant. 8. Label all valve boxes and vaults with durable tags carrying the warning 7.2 - PRESSURE IRRIGATION PUMP STATION W Q \ 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be determined by the field inspector. DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum 8.1 - STREETLIGHT PLAN p 10.AII materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of the current edition of ACHD Supplemental of ten (10) feet outside of the Public Right-of-Way, private roadways and / Specifications. travelways. 9.1 - SIGN AGE & STRIPING PLAN 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction Standard Drawings (Current 9. Install a reduced pressure backflow preventer in any connection between the 1 ' Edition): potable water system and the pressure irrigation system. The device must be CITY 0 F MERIDIAN 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet W 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. approved the Idaho Department of Environmental Quality (DEQ) and the City SUPPLEMENTAL • of Meridian Water Department. 3. 4.0 Concrete Valley Gutter, ACHD SD-708 4. Rolled Curb and Gutter, ACHD SD-702 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly SPECIFICATIONS _� 5. Pedestrian Ramp for Handicapped, SD-712H, SD-712G executed agreement for inspection and maintenance is in effect with the 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not allowed) and colored Traffic Yellow, SD-712 applicable Irrigation District. Forty-eight (48) hours advance notice is required. 7. Sidewalks, ACHD Supplemental Drawing SD-709 11.Pressure irrigation mains must be along rear lot lines. Where pressure DEVELOPER 20 ■� W e 8. 2.0' Ribbon Curb, ACHD SD-703 irrigation mains traverse a side lot line in order to cross a street, the TRILOGY DEVELOPMENT ■ 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A domestic water service and pressure irrigation mains must be on opposite SHAWN BROWNLEE * L�J 12. For subdivision sign installation; outside installers must be bonded with ACHD sides of a lot. SHAWN@TRILOGYIDAHO.COM ■ and obtain a no-charge right-of-way permit. 12.Pressure test the irrigation system to one hundred-fifty (150) pounds per 9839 W CABLE CAR ST, SUITE 101 • �y 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance with policy and existing pavement markings. ,BOISE ID 83709 LL square inch (psi) with allowable loss in accordance with Section 3.1 (c) of the Plans Are Accepted For Public THE ENGINEER OF RECORD CERTIFIES THAT THE , 0 44. ACHD and ITD will inspect all work within public ROW to include utility trenches above the pipe zone. Standard Specifications. PLANS ARE PREPARED IN SUBSTANTIAL (208) 895-8858 1 ■ 5. Principal Arterial Roadways shall be SP-3, 0.50 inch (1/2") mix, PG 64-28 five inches thick as a minimum with a 4" of 3/4" base and 25" of 6" minus P Street Construction CONFORMANCE WITH THE ACHD POLICY MANUAL ■ 13.City of Meridian Municipal Water is the backup water source for this *+ � DATE: pit run. B stamping and signing the improvement plans, the Registered AND STANDARDS IN EFFECT AT THE TIME OF ' development - A reduced pressure backflow prevention assembly is located in y p g g g p p g ENGINEER 11-26-2024 16. Collector, Local Commercial, and Local Industrial Roadways shall be SP-3, 0.50 inch (1/2") mix, PG 64-28 three inches (3") thick, as a minimum with 4" Engineer ensures the District that the plans conform to all District PREPARATION.THE ENGINEER ACKNOWLEDGES PROJECT: Lot 24, Block 2. policies and standards. variances or waivers must be specifical- THAT ACHD ASSUMES NO LIABILITY FOR ERROR BAILEY ENGINEERING, INC. of 3/4" base and 20" of 6" minus pit run ly and previously approved by the District in writing. Acceptance C2023-001 17. Local Residential Roadways and alleys shall be a SP-3, 0.50-inch (1/2") mix, PG 58-28 two and a half inches (2.5") thick, as a minimum with 4" of of the improvement plans by the District does not relieve tl , OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES 868 E. RIVERSIDE DR., SUITE 120 Registered Engineer of these responsibilities. FROM ACHD POLICY SHALL BE APPROVED IN EAGLE, ID 83616 SHEET 3/4" base and 14" of 6" minus it run. WRITING. THE FOLLOWING VARIANCES, LISTED BY BY DATE: DATE AND SHORT DESCRIPTION, WERE APPROVED (208) 938-0013 , LE ADA COUNTY HIGHWAY DISTRICT FOR THE PROJECT: JDUNCAN®BAILEYENGINEERS.COM �� , NONE. • APEX ■ m Q p U O Vl SOUTHEAST C �, NO. 3 EX SSMH A-1 �d a) o a> N � SSMH A-2 SSMH A-3 SSMH A-4 � � m w ■_ Z -------------------------------------------------------------- ------------------------------------------------------------- ---------------------------------------------------------- --------------- 'L 3 ----�------------------------- ----------- ------------------ ---- ----- --------------------------------------------------------------------- ------------- - U a� Z EG. EG ER E0. EG EG EG. EC. EG ERE0. EC. EQ E0. E.C. EG. ER EG. EC. EQ EREC. EC. ER L_ -------EGER______EO_______EG______EG______EG.______ --------EQ— EO.______EC._______E0.____'_E0.-------E.C._—_ s EG. s ER ' EGa EC. s__EQ____'____E_0. EG. _EC._ ER _ W. VIA ROBERTO ST. ------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------- o ZLu W U) LLI Z o ■_ E w c o Z w00 W > o lr_ Ld - Lu 00 J Vco W �S�oNa� FNc ENSFp I . 11/06/2025 20218 vO 9 FOF �P� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: KSC 'i I Im �a Iv SHEET 4.1 - RECREATION SHEET 5.1 - SEWER LINE A SHEET 4.2 - RECREATION SHEET 5.2 - SEWER LINE A SHEET 4.3 - VANTAGE POINTE SHEET 5.3 - SEWER LINE A-B SHEET 4.4 - VANTAGE POINTE SHEET 5.4 - SEWER LINE A z SHEET 4.5 - VANTAGE POINTE SHEET 5.5 - SEWER LINE A F SHEET 4.6 - VANTAGE POINTE SHEET 5.6 - SEWER LINE A a SHEET 4.7 - ELSA SHEET 5.7 - SEWER LINE A SHEET 4.8 - TERRACOTTA SHEET 5.8 - SEWER LINE A W z SHEET 4.9 - COCKROW SHEET 5.9 - SEWER LINE C SHEET 4.10 - ESTAFETTE SHEET 5.10 - SEWER LINE D-E w SHEET 4.11 - TAPS SHEET 5.11 - SEWER LINE F N o SHEET 4.12 - ROUSE SHEET 5.12 - RECREATION WATER > SHEET 4.13 - EAGLE RD. SHEET 5.13 - RECREATION WATER z � � 0 7 SSMH A-12 SSMH A-11 SSCO B-1 0 ran 0 -=------------=------------=---_= -__-__-__-__ 6 _ 0 SSMH A-6 - SSMH A-5 _ E. VANTAGE POINTE SSMH A-7 \ \ - ---------------------------------n _ _ Z.—_ _ ----------------T = "' \ SSMH D-2 BLOCK 8 BLOCK 9 —� SSMH A 1 /w / In " " SSMH D-1 ;" 1 I SSMH C-1 SSMH A-� M E 1 m8 SSMH A-9 S�& A 10 9`F SSMH - r I _�' h , TEERRAC15TTA V 44 a C -------- ------------- -- ------� I WELL LOT/ `\ \An i _ BOOSTER STATION LOCK 8 LOCK 7 BL CK 7 \�" `'"" `\`� \ \"" I �-----------------------� \ \ '� `� \,�\ SSMH F-1 SSMH C-2 SSMH A-14 SSMH A-15 W J 0 e4 OcK J I \_ a�oc SSMH A-16 \, 4N 4G \ i SSMH A-17 \' SSMH A-20 � o Do 0 SSMH A-18 DATE: 11-26-2024 SSMH A-19 PROJECT: Bock C2023-001 SHEET Q O U Q ,6 i M Oct 00 v N � V W N ■� Z F_ Q Z 3 A+ Z ■ENEM a 1/4 S.32 E. Lake Hozel Rd. Plat Showing Book Page = c� zw S.5 CP&F3Na4 --- 11� Ridge1 �I �I �? 1 1 e � 7e e .Subd s o2023-045846 �� W � Vertex Sub. /�\ g4�G°�� Located in the South 1 /2 of the Northeast 1 /4 and the 5 o L3 o. �cf a Legend Z 12459 , ~�, ` "°4!?,� North 1 /2 of the Southeast 1 /4 of Section 5, °N' W w o i t` ��'�� Township 2 North, Range 1 East, Boise Meridian, o Found /$- Iron Pin, as Hated 5 uJuJ Found Brass Cap Monument, as Noted (, (0 w \ City of Meridian, Ada County, Idaho. 11- \4 \ 2025 Found Aluminum Cap Monument, as Noted Set 1/2" x 24' Iron Pin with Plastic Cap, "ISG PLS 11779V ,d M \ \ m \ \ Set 5/8" x 24" Iron Pin with a \ \ Plastic Cap, "ISG PLS 11779" d 20' \ \ R Landscape \ \ 0 Calculated Point, Nothing Found of Set yj Buffer \ Q 1 `� `� 1� (D Lot Number C \ \ 0 N \ \ Subdivision Boundary Line C'4 \ \ Section Line p lu n �� 20 120 _ _ 360 Lot Line C14 CHECKED BY: a0 f]G 3 \ \ 6'� �� V o -a Zero Setback Lot Line DAVID A. BAILEY P.E. w a7 \\ Right-of-Way Line DRAWN BY: 0o N ` Scale: 1" = 120' N/A — ISG O \ \ Centerline O N \\\ \~\ Boundary Line Adjacent Subdivision \ \ z Unplatted Tie Line \ \ F---- ---- -- --- - ---- -- ---'".." --- -- --- -i 20.0' Landscape Buffer C4 57 Easement Line (Note 2) I — — — -- - ACHD Permanent and Pedestrian \ On' Pathway Easement (Note 7 & 12) 20• I \ \ Lg — —— — Easement Line, As Noted Landscape Buffer I F3g�� `\ r� ACHD Easement (Note 11) o Nfi 158 i ------ Match Line a %°3 I 29 2726 \\ 35]'5�,�E I 900.00' Easement Dimensions o 133.33' 4 ��03 ��+.�rg<`' 25 L-- - - -- -_... - -.. - -- T—.p�- - - -- -- o w S89'58'42"E Cl " ,pry sty 2 Detail A W 589'58 42 E 245.01 Cn ti 30 24 �� Scale: 1"=20' N o 3 lock fib` 31 23 > C 1/4 ! 32 2 S+ \ PLS 4106 1/4 w o e PILS 3 E. Via Roberto Dr. 33 21 �j \ CP&F No. I � Z CP&FNo. 61 �� ~\ i 111066377 S.5 S.4 2023-045845 Block $ h_ .— . — — — o� 1 2 1918 \\ v 1 0 1�v 17 �' \ 0 L co ¢' 3 N w H341516 ` 3 4 5 °C*, 16 try 0 4 5 6 7 8 9 10 7 8 9 10 1 0* 15 C �� See Detail 'A"CnB A/ 14 \ 1 ` +� z w Bi ck 9 13 r{ Unplatted C4 1 f O 7 Derry Sub.I�_ _ --� Z Q t E. Hadler St. g 1 ] � � Ali a ¢ 8 12 \\ 57358� u 3 11 L — _ - - 5756„ r� z a Blo k 10 Black 6 ry 1 Q 4 PLS 3260 v� E 14 � � 0 2 1 1CD 2 3 4 5 6 7 8 9 10 11 12 13 15 a II C3 �� Block 4 IsJ Z f 0 U1 PLS 134 L5 \46 \ „4� tops 2u 589'48'34"W 841.23' N89'18' 6"W 50[3.U0' 1 ` \ �"� 1 2 3 Blo fit. LO I Vi S74 OQ45"E 7 r Landscape I \ \ 4 ck 3 �6•]]' 00 /� Buffer I 1 \ 5 }4' a t• V / Unplatted 1 I 1� 1 ~ 6 Q 3 ty 0 — \ ~ 7 cn Block 5 ti_ N7,�� ~�~ 0 8 -� i � V) I v ' Unplatted 91 Ss0 00 E i�q Ra6er 4- to ~ 1 Block 2 5 �(V Q 2 4 r 0 \ 1 dr• It m rn 1 \4 \ PLS 7718 40 W Line Table Line Table "' ��,, D Line Bearing Length Line Bearing Length {a'- �� m\ N74•p 0 � o <, � 1� �26"Iy C4 v V J Q I L1 N74'Q8'2fi"W 36.35' L6 N01'01'18"W 147.00' Sury 11gr_s Narrative: °c��k�t \ \ Unplatted can i L2 N00'01'18"E 1854.46' L7 S74'08'45"E 25.17' The purpose of this survey is t❑ subdivide the property as conveyed b a ��°aj�,�'4 P rP Y P P Y of a +� \ Block 1 2 I W L3 S78'30'03'E 64.29' L8 N60'59'39"E 19.69' Warranty deed recorded as Instrument No. 2024022784, records of Ada County, 4O�f°�.A'_q \ \ ` I W Idaho .The property is a portion of Record of Survey recorded as Record of '1 r < \ \ L4 S41'10'46'E 13.45' L9 S16'Q8'04'W 4,21' Survey No. 3614, records of Ada County, Idaho. The property is a portion of unplatted lands. The property is adjacent to Derry Subdivision as filed in Book \ \ Paint of v L5 N88'58'420E 39.26' L10 S29'00'21"E 11.53' 108 of Plats at Pages 15160-1516.1, and Vertex Subdivision No. 2 as filed in ~. \ Beginning �v Q Book 128 of Plats at Pages 20855-20860 , records of Ada County, Idaho. The existing section comer, Record of Survey and plot monuments were recovered in 1/4 S.5 E. Columbia Rd the Held and are its substantial agreement and were held as controlling corners S.8 — —— of this survey. �N N,, L A vo PLS 4998 Na Markings Curve Table The record bearing of S00'12'47'W as shown on said Warranty deed recorded as ''b \GENS 2018&No. Instrument No. 20240227B4 between the Sectlan comer common to Sections 4, 5, trL _—_ S.5 �5.4 \ J CP&F No. Curve Length Radius Delta Chord Beard Chard Length 2018-055171 g g 9 B, and 9, T,2N., R.1E., B.M., and the 1/4 corner common to said Sections 4 and 5 E. Columbia Rd S.8 $.9 was used as the Basis of Bearings for this survey. 11779 See Sheet 6 for Notes. C1 55.35' 57.00' 55.38'13" S88'29'45"E 53.20' N��] JCS C2 159.21' 345.00' 26'26'25' S76'45'30"E 1570 .80' Reference Documents: zO��Tr�rCF ,�P Q C3 239.61' 645,00' 21'17b4" 575'513'01"E 238.23' Deed Inst. No.: 2024022784. � �'�c Aailey En ineerin I n c. — J C4 36.38' 1 123.50' 16'52'33" $82.35'02"E 36.24' RDS Inst. No.s: 0315, 1285, 1843, 3614, 6861, 6897, 8973, 9024, 11490, 14085. E LiSubdivisions: Derry Subdivision, Vertex Subdivision No. 2. CD[:]Y M. McOAMMDN, PLS 11779 o e I9939 W_LJRVE ALDSGROUP CIVIL ENGINEERING PLANNING CADD 9939 W- EINEF2ALD 5T. Job N0. 22-228 I BOISE, IDAHO 83704 Sheet eO of 1119 E.STATF ST_SUITE 210 TEL 208-938-0013 I I LJJ P:�,ReveilEe Ridge (7355 Eagke Rd) 22-228\dwglPigtlReveiiie P.idge Sub fVo.i.dw 1':r4/2fl25 ��I.. 2:19:D2 PSI EAGLE,I❑ 83616 www.baile Yen 9 inee rs.corn DATE: 11-6-2025 PROJECT: C2023-001 SHEET 201 Q O U Q i aC�) � � 0 N _ N T W co ■_ Z L 33 Z 3 Book Page = t� 1,14 z W '4 Ile velle flidge Subdi vision No. l 1 :11111% W C' Q� W z E— o is o I ! z WM I 00 j I W > o PLS 3260 w (D 00 J V (DW S74 og 45E Blook 4 1 S74 �_ S7 35z 25' j ; ;► r 60 00' bg 45"E 4$r 1b8'45.� 5 1 r' ' g4� 68 Sl De Sub. j r v 'r � � ► 8, 5 20 8n 5 r- -`-� _ — - _ '� k 2s 0 10 4a CHECKED BY: 44• DAVID A. BAILEY P.E. ,r' r' 0 -rr ► i - -6�00' "� 23.50' Scale: 1 = 40' DRAWN BY: ► ► ► 4ij r 1 f M ❑ 3 I .�' �- i co rr eh ► tJ °' ; r 70.0 ; 23s.m r r--_ N74 Q I v a ► r r a r '� ► ► 23 ,ru ► - 6 b845. o ; r ' -• -•M'.__ - r ; ► °n ' ^� r ' r ► ar"' $ r - r6'_-_ w r26 47 n► ► O 1 r r " CY p r ,� ► ifi +11 40._ 1 sa `` co -__ so rC6 rCy 0 7- 1 ' ' ► ' + vi 47 77' i O 6 . ; ►�S, � 0-. r J . Block 2 dI N I CL . FIEN735 �6•w a 35' w 0 00' o 01 PLS 7718 �-••` L (D_ + N 1 r- 3 N W z - J r as i iv v (n 23.51 o Rob 60 26' ,�� ► 23 5. •� 5 0, — LJ 1. f -------- L___L_ ----__J T`] / r '� i _ r r —...—...—...—...—.-I-� 20.00' 23.17' to 04 L12 f•3r' � _ — _ CV � � 43.57' 79.26' 91.36 4�3 � r G8 H89'47'1 3"W 214.29' ;- � p I 0 ►s�a�° N R� 07 N89'47'13'W 323.40' � II 7 w - - - - - - - b8 n ►V74 ,zs� a in w Z U►��vZatted w ;'6 65' C9 S89'47'13"E 214.29' F N 36.0' Llg p v1« i 115 V? 0 04 ,., a Ui V ) 0 in I n I > j 33 .42, 3 BI ock 1 W cy vM o m r i m ❑ I W En I > > 13.0' 35' 4.15' W Point of ••. .•® Beginning 25 i V Ni- LA � Nps - LL ,GE N S - o~ See Sheet 1 for Legend. Wt 7 o See Sheet 6 for Notes and W r z �. Line & Curve Tables. 0 odF o F \� q� r� z _j M CC P�'� Jalley Engineering, Inc. — CODY M. McCAMMON, PLS 11779 r= W e IDAHO SURVEY GROUP CIVIL ENGINEERING W. PLANNING CADD 9939 . EMERALD ST. Job No. 22-228 I I BOISE. IDAHO 83704 Srl eOt Q 8 1119 E.STATE ST.,SUITE 210 TEL 208-938-0013 P:/Reveille Ridge (7355 Eagle Rd) 22-228/dwg\Plat/ReveilI@ Ridge Sub No-1.dwg 11/4/2025 2:06:35 Pm EAGLE, I❑ 83616 www.baileyengineerS.COM W DATE: 11-6-2025 PROJECT: C2023-001 SHEET M Q p U Q O N OctM O ` W O � v0 ` N � " J co v W @ ■ Z W Z 3 Z o Z W Book Page LLI W � Re vellle Rid e Su bdl vIs1on No. 1 z w g a � cc Z 2 WL' M W CO > o [if Ld pcoJ o, W AL CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: 5 20 8o N/A — ISG V-+ 0 1(1 40 120 Pa' Scale: 1" = 44' 1 1 � 1 ♦ 1 ♦ J \\ C4 �73'S1�' Z ' L7 1. � i o ♦ W 23 so, i a 1 /> M 23 5a' N \ ,�► 1❑ o \ C�i� _ S74 , i o C�, 2.g44� 1 �' '� \AL33 35r SV N I 4 r4�$g` \ C22 ` _ 158szopic ,y5, 1 i Jry w \♦ 10 �—- S;�Z7g ;E �8S PLS 3260� 56g s2 e" 574�¢s• Tips J C26— \. .. .. ��♦ Unplatted ^ ► o' - -7 E 48r•g¢' - J ' r 1 \ o G - J 4 ! PLS 13446 N - A o '44 r 1 1 S73'29 26 E ♦ ♦ �... :� "7 2 r i 1 0 20.11' Q C25 ♦\ 6 37. �� +i 0 — J CDCy I i 28651 1,1 2 L_J_ �' ► - '' J , Unplatted \\ l:J ♦�� ' ��, -_. ,'�'S 0, i �� 1 � 56 60.00. - - E N7 60 aa. — 1 \ �6 K' 560 - �•E 4s492 ' 1 V ��' 25 ry 1 ♦ `tea � � 0. 1 2: 1 1� pk,�- L ANp 1 �J ENS Ld See Sheet 1 for Legend. J0 11 79 J,A yTry�S See Sheet 6 for Notes and coo 9rF o� ape' � Una dt Curve Tables. d o rM m7p, � pJailey- Engineering, Inc. o W CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP Job No. 22-228 CIVIL ENGINEERING I PLANNING i CADD W 9939 W. EMERALD ST. Sheet OE p f 8 1119 E.STATE ST.,SUITE 210 TEL 208-93"013 P:\Reveille Ridge (7355 Eagle Rd) 22-22B`•,dwg R'•�ge Sub No.i.dwg 11/4/2025 2:06:51 PM 8015E- IDAHO 83704 EAGLE,I❑ 83616 www-haileyengineers.cam DATE: 11-6-2025 PROJECT: C2023-001 SHEET Q O U Q 12 00 a) a � a) N a) _ N T W L 3 Z = a Book Page Wz w Re ve1le Ridge Subdi vision No. 1 U � W � W ' — Z_ o \ .� Z o \\ \ yj >Lu CO Ld � o \ - W 0 00 J qoQ��ry'Ih \\ oC°o w Unplatted �A68A yo° �� \?soo, IN. ro N. °p 27 N \\ 0 \\ J L n 29 �JAl ry rYry 26 \ C ! ± , , h < 25 f o• \ Ln +' �• �' � RJ. S+ ` ryas f! ti, i 'o& ,� ��• , ,.,'b '' 24 op ` ? \\ f CHECKED BY: •�► pa ,f ��• 9 >> fir; " 3 >k`1' F` ` �' \ f DAVID A. BAILEY P.E. ,? .4.� `"o°' \ DRAWN BY: �r �� C56 C37 Dtj, 1vr f ryg ` \ N/A - ISG /f ttj 5. 31 aQ00, 0.90' ` .fig C34 12.36' ry`�' 23 Epp ��,N N . \\ 5 20 80 ^ry�p Orly, !' G �� *4, `$ \ D 10 40 127 � � �o° , ` � �- 22 tiop' Block 6 c33 1x`� � , f' Scale: 1 = 40 Unplatted rC0 ,'� �o C38 Cd' y`lry 21 ,�v° ` 04, \\ po O- , \ 'a oo" ` Cl ,0 A ry �/�`} � s� ti'ry :3�� `�, \ gyp. � � `�,�'�' � � � \ Gi'jK ,Z. tc, f\ `. ` `b 19 , ? �� \ zo IN. 'z 4 P '4r p0 , \ � 32 8 ��s `y�`y .5. �C, �4 CC dUU• '�srj fir. D• `�' rb°' p4 \ N ,rj, �` 7l• Ja'N' 1 O '\ \, ? �' 2j dry *<Sr w \ o L� �. 17 �. I � '�fr�,'�s • �o• ` LLI ` `�' . , f ',.` \ N a *A fir. O � N� ry°} ? \ o I so• f `� ry� ti~ DQ, �` 1Q ?e �ry •y�,'` � \\ w o \ w 7.00' �� a4, ?r� Off, ��°1. 1 fi ,gyp �� o• ` \ z 0. I f NN\ \ �. . t Block 6 ,' , �o" °a- ` a� .� ,' oy] ,01 (135 4 IN. I ,,g ,5. fig• on. 4'� \ , f �' ' k 3 \ • `ti �� L36 ` 1 ?q '!. r 10 i10 �..�. . `]. ! ?gyp '� .C42 � g ti� e \ S' \ r� 1¢ Rj��• , ryr� �� Oo. h'? ` �ryry " \ O •�►• , \ `Sri 0A Vim► r I? \, ' a JK N. ry a \`fir. sr3. \gyp off. `Y! f,� rb�' 7 `y � � \� O 13r. gip. �f ,�t' y'1 e, ■■ , \ \ �r re3 \ �� `�` ry � 1p 1 a k`ti 12 •yry \� � s �a .so. � � �` ��, g moo`'• o•A r G0 \ ">5. \ 6.10' ��ry rr ti �l e, \ ��sS' \ c�.� ��ryrti" �J'1• ,ry'� �'ry r�` '1co g,��ar ��dry \ \ ��ou L41 � o \ L42 ` fi \� Block 6 rn y , � N Block 7 a, `� � �- 3 - ' C43 �'� M89'18'26"W 261.18' I W n`°i 15 +r'28 ... C26 1 o �'V - C27 94.0' Cf \\ z S8918'26"E 261.18' Cis - "' E. Via Roberto 1 _ Dr. N - _ - - _ _ _ 589'1$'28'E 261.18' _ - _ - -� - ' Li 156.35, 177.89' -. `N 322.11' S89'48'34"W 841.23' 107,04' N89'18'2fi`W 500.04' 1 I PLS 1344fi 1 Q UnplattedS73'29'26"E I PL L�Nps _ 20.11' 1 ,�N 1 J �I 1,\GENSE a 117790 Ld .A 69r oP odr See Sheet 1 for Legend, —1Fa� � �o� 0 M CC P See Sheet 6 for Notes and J CODY M- McCAMMQN, RL5 11779 Line & Curve Tables. alley Engineering, Inc. o W IDAHO SURVEY GROUP �1 9939 W- EMERALD ST- CIVIL ENGINEERING PLANNING CADD BOISE, IDAHO 83704 Job No. 22-228 Sheet 4 of 8 1119 E. STATE 5T,SUITE 2`0 TEL 208 938-0013 W P:',Reveille R-dae ;: 55 E09'e Rdy 22-228`•,ewgPia'. -Reveille Ri�ge a:_,..:Nq ",'4,' ]2 - F",4 EAGLE. ID 83616 www-baileyengineers-com DATE: 11-6-2025 PROJECT: C2023-001 SHEET 2 • Q O U Q 12 00 a) a � a) N a) _ N T ♦� W � ■� Z 4 L 33 Z 3 Book Page = c� Re Vellle Ridge ► u bd vision No. 1 > Z Uj Vertex S1.cb. Na. .2 Match Line � � � W � PL5 �3 ---------- ------- W 124,59 LU 2.04' 8� �1�+ Z LU 25 ■cc Z5 2 2 - � - co W W CO I I r3 � - W 0 _� w J n a � a "vt• V00w 0 3 CD L, 5 20 80 [Y o D .� 0 �1�� 0 10 40 120 (c 1 A3 d 00 � ? w 34 �,o0 1 Block 10 0 13.0 ' a a 4 Unplatted CHECKED BY: DAVID A. BAILEY P.E. x' DRAWN BY: S89'58'42"E 133.33$ N/A - ISG l l _ �C1 S89'58'42"E 245.01' N89'5$42 W 93.40 ' Block fiN83.255W 1006 N89'5$'42"W 246.98' - -. .I N E. Via Roberto ❑r. -1/4 _ - - - - - - -S89'58'42"E 348.00' _ - - - -C S88'Ei8'42"E 155-39' PLS 13550 in �3 CP&F N o+ `' 1 _ r I o 2023-045845 M 48.10 1 5ss'S$'42"E 111.$9' 30.0' I F 03 S$3'27'4i"W 100.fi6' N$9'58'42"W ( - af N89'58'42"W 93.40' r- �. .-.. - - - S> I �g6 �.. �...�. -�-.. C-_ I U V) 43' ° S89'48 34 W 108.00' `O 23.5' I 23.5' Q; w f 36.00' 36.00 36.00' S89'48'34'W 129.41' 1 N89'48'34"E 227.65 43' Q r----_ ------- F----- . 0' . . . . f 31.9$ 26.00 26.00 32.00 32.00 26.00 26.0 gs . w d ------ ----- ----- ------ ------ ----- ---- - CIA I I I r------ ------ ------ ------- r D r - - i r � z 1 I 01 I . i 1 r1 5'0' rI } o 1 I I V) o' Cy ° II If 12.67' �Block8 1 '5.0 - P616 3.0' 0 Black 9 V uj b$ b 25.0' - a0W a a 0 0 0 1,n1 r w I1I1 o r I r in a o 0 o E. oo in in N o o D a o 1 a d 1 3 1 cnv 5 in r l = T r r v r C+l I r 1 7- (D 1 N (0 [o!N (D�c @ �: 0 �c 1 0 LO 0 0 vi 0 00 .!■ LQ 0 (D Q m [ CJ 1 CO L ■ J SO l O 1 OO ► J [G ❑ I U r I O I 0 CV 1 r cv N as z l z r LJ N N N �J LY I �f [V L/ N `I �_ I M Q I r I j Z r 1 r ] r r r 7 1 r o m 4 1 1 v 1 0 0 a 0 a v C] 1 0 a 0 I �` (l• 0 1 0 0 0 0 1 a v 0 0 0 t v a v 0 Q p I I I I z I z z Z z z z z z € z z €n 1 Gj� I w I cy 73 � 0 i L------ti 7- 10 f 23.5' I 23.5' i 'v i o 5 0.-i I K] y M C 0 5.0' I C73 1 4 I 1 a 1 1 0 I A ? 1 I 4.95 1 1 F 3.0' r 1 I t' 1 1 1/ 1 1 1 ! 1 5.94_ G� _____ ______ __J L.r------ J 04 a v 0 1 28.00 - 26.00' 26.OQ 32.00 v �� 32.39 26.00' 26.00 32+00 32.00' 26.00' 26-00 C5 ! O ir i �� t � S89'48'34"W 112.00' S89'48'34"W 206.33' �, . �` 0 o N 1 L52-�� `ri 44, r O V] E. Nadler 5t. W mv Z -'0.�1 U - - - - _ - - - - - - - - - - J rn bO a { G�6 589'48'34"W 120.08' S89'48'34'W 244.92' - �`' I �/ , 0 vi 0 �53 0 a' 0 � p rn r- L541 L5� G N$9'48'34"E 365.00' 61 C i 1 I O 1 C o Z i �� G70 24.50 3B. > j DD 36.00' ��_op 36.00 36.OQ' 3fi.00 3B.D0' 36_D0' 36.00' 16.50 Cfi0 !� x� 2S 7S �C1i }� XXX �� 1 I I � �a r I I I 1 I I I I I I I i BrrOck 7 I I L55 C7 V If-5.0' I ! I I I I I I I € r t I I { I , 1 I 5.0' 111�1 1 � I 1 0 iin W iI7 ^ I a I 0 0 1 0 1 p I p f I p I p I �7 ��y m 1 0 1 0 1 0 a 1 0 0 v 1 0 1 0 1 8 p O I o ! C5 p 1 o I a I p 1 1 € CV c]� d I r I r r f r I r r 1 I r I 1 M 1 O In 7 i w 8 3 9 i 10 i 3 ! 3 1 1 m I V I W 1 3 2 1 3 I 0 �:! 0 ; I 3 1 3 _ 1 _ 11 + ! OD oo ;D 1 iD 1 it W 1 ip 1 iG 1 m m 1 1 m I m 1 m 1 3 c t .- p ry ry [V N CV ry CV N ry c Block 8 a Q� 1 M N O 1 O 1 ! 0 1 4 I G I p 1 I p p I i I z pdZ O v 1 O I D 0 I W ? a l iD m 1 r• z I I I zf I zl I I I Z 1 g 1 Z 1 A ! M O 1 d l I I I I I I I I I I 1 z 41 Q 1 ��pp I z z p l I I I ! 1 5.0'�1 1 1 1 1 1 1 I I V � 1 ! Q I I E 1 ! 1 I I I € I 1 1 I j l 7 L_____J L--------}IJ z I L J L_____- I------J L_____J L_____J L__�.---- L--r--J L_---...-._J L_____-I L------J i-----J L------ 43.00' 20.00 36.00 S5.88' 23.50' 23.50' 15.00' 36.00' 36.00' 36.00' 36.OD' 36.00' 3fi.00' 36.D0' 36.00' 3fi.Ofl' 36.00' 36.00' 36.00' 3fiAQ' 13.0' t SS9'48'34"W 941.23, o ,oNML LA Np� �r Unplatted I� 0 34 `0� ��GE N S v N �' W ,� � a 11779 o mul) � o ry I �' �T See Sheet 1 for Legend.o o F 43' OF �a o`er � 0 MCCK See Sheet 6 for Notes and ailey Engineering, Inc. Line & Curve Tables. a W e CODY M- MCCAMMON, PL5 11779 Match Line IQAHQ SURVEY GROUP Job No. 22--228 CIVIL ENGINEERING I PLANNING I CADD 9939 W. EMERALD ST. 1119 E-STATE ST_SUITE 210 TEL 208-938-0013 P:/Reveille Ridge (7355 Eagle Rd) 22-2281dwg\P1at/Reveille Ridge Sub NoJAwg 11/4/2025 2:07:27 PM BOISE, I0AHO 83704 Sheet 5 of 8 EAGLE, ID 83616 www.baileyengineers.com W DATE: 11-6-2025 PROJECT: C2023-001 SHEET L2s5 +• M v Q p U QO 00 i� - Q M � � (D � 0 _ N � N � T v W � ■_ Z L 3 Z 3 W Z = a_ Book Page = t3 Lai Re Z w t,-eille Ridge Subdi vision No. I >% W � W W Z_ o •_ C3 0 Z D� M W W 00 > Q J U00 W Curve Table Curve Table Line Table Line Table Nolpg:' Curve Length Radius Delta Chord Bearing Chord Length Curve Length Radius Delta Chord Bearing Chord Length Line Bearing Length Line Bearing Length 1- This development recognizes Section 22-4503 of Idaho Code, Right to Farm Act, which states, No agricultural operation, agricultural facility or expansion thereof shall be or become ❑ nuisance, private C1 55.35' 57.00' 55*38'13" S88'29'45"E 53.20' C41 27.30' 123.50' 12'39'49" N41'27'36"W 27.24' Ll N74'08'25"W 36.35' L32 529'00'21'E 24.63' or public, by any changed conditions in or about the surrounding nonagricultural activities after it has been in operation for more than one (1) year, when the operation, facility or expansion was not C2 159.21' 345.00' 26'26'25" S76'45'30"E 157.80' C42 5.13' 123.50' 2'22'44' N33'56'20"W 5.13' L2 N00'01'18"E 1554,46' L33 S74'08'45"E 7.86' ❑ nuisance at the time it began o- was constructed. The provisions of this section shall not apply when a nuisance results from the improper or negligent operation of an agricultural operation, CHECKED BY: C3 239.61' 645.00' 21'17'04' S75'56'01"E 238.23' C43 291.95' 57.00' 293'27'38" N69'09'58"E 62.54' L3 S78'30'03'E 64.29 L34 S47'47'31'E 29.86' agricultural facility or expansion thereof," DAVID A. BAILEY P.E. DRAWN BY: C4 36.38' 123.50' 16-52'33" S82'35'02"E 36.24' C44 18.11' 57.00' 18'12'32' N68'27'35"W 18.04' L4 S41'10'46"E 13.45' L35 NO2'47'31"W 18.38' 2. Unless otherwise shown and dimensioned, a ten (10.0) foot wide permanent public utility and N/A - ISG property drainage easement is hereby reserved on all lots adjacent to a public right-of-way. This C5 107.87' 300.00' 20'36'03" S79'29'11"E 107.29' C45 32.55' 57.00' 32'43'25" N42'59'36"W 32.11' L5 N88'58'42"E 39.26' L36 587'12'29"W 25.38' easement shall not preclude the construction of hard-surfaced driveways and walkways to each lot. C6 46.53' 300.00' 8'53'11 57377'46"E 45.48' C46 27.63' S7.[70' 27'45'10" N12'44'48'W 27.35' L6 N01'01'18'W 147.00' L A five (5.0) foot wide pressure irrigation and property drainage easement is hereby reserved on each 37 NO3'S2'34"W 25.15' side of interior lot lines. A ten (10.0) foot wide permanent public utilities, property drainage, and C7 61.34' 300,00' 11'42'52' N83'55'47"W 61.23' C47 25.63' 57.00' 25'45'46' N14'01'10"E 25.41' L7 S74'08'45"E 25.17' L38 N76'32'07"E 22.60' pressure irrigation easement is hereby reserved on all lots adjacent to the rear lot lines or a subdivision boundary. C8 10.70' 275.00' 2*13'46" S88'40'20"E 10.70' C45 60.36' 57.00' 60'40'20' N57'14'13"E 57.58' L8 N60'59'39"E 19.69' L39 N07'43'36'W 18.09' 3. Any resubdivision of this plat shall comply with the applicable zoning regulations of the City of C9 44.92' 325.00' 7'55'08" S85'49'39"E 4-4.88' C49 107.70' 57.00' 108'15'37" S3817'49"E 92.38' L9 S16'08'04'W 4,21' L40 555-15'59"E 10.23' Meridian in effect at the time of resubdivision. C10 9.73' 100.00' 5'34'37" N13'20'45"E 9.73' C50 19.96' 57.00' 20'03'48' S25'51'53"W 19.86' L10 S29'00'21'E 11.53' L41 S06'06'10'E= 5.34' 4. Minimum building setbacks shall be in accordance with the City of Meridian zoning ordinance at the time of issuance of individual building permits. Ali lot, parcel and tract sizes shall meet the C11 12.02' 123.50' 5'34'37" S13'20'45"W 12.02' C51 79.17' 255.00' 17'47'20" S56'41'10"E 78.85' L11 N4512'47"E 32.28' L42 N87'10'39"E 5.10' minimum standards as required in the City of Meridian zoning ordinance. z 0 C12 7,45' 76.50' 5'34'37" N13'20'45"E 7.44' C52 19.92' 255.00' 4'28'37" S50'01'49'E 19.92' L12 N89'47'13"W 43.17' L43 N65'32'57"W 24.92' 5. The lands included in this plat are located in New York Irrigation District service area (Phone Number. 208-378-1023). Irrigation water will be provided to all lots by ❑ pressure irrigation delivery of C13 143.88' 600.00' 13'44'24" S7018'15"E 143.54' C53 26.23' 255.00' 5'53'38" S55'12'57"E 26.22' L13 573'09'23"W 40.91' 1-44 N39'48'160W 20.00' 0 system which has been approved pursuant to Section 31--3805(4) Idaho Code. The purchaser of the cn o C14 70.71' 600.00' 6'45'07" S66'48'36"E 70.67' C54 33.01' 255.00' 7'25'05" S61'52'18"E 32.99' L14 S4 lot shall remain subject to all assessments levied by the New York Irrigation District. All unpaid 4'47'13"E 32.28' L45 N22'S6'32"W 20.00' irrigation entity assessments are a lien on the land C15 73.18' 600,00' 6'59*16" S73'40'48"E 73.13' C55 83.08' 100.00' 47'36'05" N66*00'32"E 80.71' L15 S89'47'13"E 43.17' L46 N07'59'58"W 20.00' w 6. Maintenance of any irrigation or irrigation drainage pipe or ditch Grossing a lot is the responsibility N o C16 52.60' 625.00' 4'49'19' S65'50'42"E 52.58' C56 63.56' 76.50' 47'36'05" N66'00'32"E 61.74' L16 N72'43'49'W 40,91' L47 N45'06'55"W 21.16' of the lot owner unless such responsibility is assumed by an irrigation/drainage district or homeowner's association. > C17 11,21' 575,00' 1'07'00" 563'59'33"E 11.21' C57 26.59' 76.50' 19'55'01" N79'51'04"E 26.46' L17 N37'111' 1"W 30.39' L48 N38'07'02"E 21,07' z 7. ACHD Permanent Easement - Instrument Na_ 2025- C18 24.74' 300,00' 4'43'29" N18'29'49'E 24.73' C58 36.95' 76.50' 27'41'04" N56'03'01"E 36.61' L18 N58'20'45"E 30.50' L49 S69'45'25"E 9.21' C19 21.69' 263.00' 4'43'29" N18'29'49"E 21.68' C59 102.60' 123.50' 47'36`05' N66'00'32"E 99,68' L19 N10'33'27"E 54.38' L50 S65'46'230E 31.81' 8. ACHD Temporary License Agreement - Instrument No. 2025- �- 9. Lots 1 and 2, Block 1; Lots 3, 4 and 5, Block 2; Lot 1, Block 3; Lot 1, Block 4; Lot 1, Block 5; C20 27.79' 337,00' 4'43'29" N18'29'49"E 27.78' C60 16.83' 123.50' 7'48'32" N85'54'180E 16.82' L20 N10'33'27"E 53.18' L51 N40'16'02"W 16.74' Lots 1, 10, 11, 20, 28, 29 and 34, Block 6; Lots 1 and 16, Block 7; Lots 3 and 12, Block 8; Lots 1 and 2, Block 9; and Lot 1, Block 10 are common lots to be owned and maintained by the Reveille C21 29.45' 100.00' 16'52'33" N82'35'02"W 29.35' C61 32.21' 123.50' 14'56'35" N74'31'45"E 32.12' L21 N16'08'04"E 55.04' L52 S53'05'43"E 5.47' Ridge Subdivision Homeowner's Association. All common lots are subject to a blanket public utility • C22 22.53' 76.50' 16'52'33" N82'35'02"W 22.45' C62 36.35' 123.50 16'51'44" N58'37'36"E 36.21' L22 N29'00'21"W 18.43' L53 S74'18'17'E 29.97' and pressure irrigation easement. O C23 270.94' 600.00' 25'52'23" N76'22'14"W 268.65' C53 17.22' 123.50' 7*59'15* N46'12'07"E 17.20' L23 N16'08'04"E 24.00' L54 N89'59'01'W 33.46' 10. A blanket ingress/egress easement is hereby reserved co-situated with Lot 3, Block 2 and Lot 28, Block 6 for the benefit of Lots 1 and 2, Block 2 and Lots 25, 26, and 27, Block 6. The common C24 282.23' 625.00' 25'52'23" N76'22'14'W 279.84' C64 21.28' 255.00' 4'46'51" N65'31'41'W 21.27' L24 S60'59'39"W 14.18' L55 N58'21'48"E 6.98' driveway shall be paved with a surface with the capability of supporting fire vehicles and equipment. Z W The easement shall be maintained the the Reveille Ridge Subdivision Homeowner's Association. C25 236.16' 575,00' 23'31'55" N75'12'00'W 234.50' C65 78.54' 50.00' 90'00'00" S44'48'34"W 70,71' L25 N26'30'11"W 28.22' L56 N45'01'18"E 28.28' 11. A portion of Lot 1, Block 1; Lots 3, 4, 5, 6, 7, 8, 9, 10. 11 and 34. Block 6; Lots 2, 3, 4, 5, 6, 7, C26 30.75' 645.00' 2'43'53" N87'56'30"W 30.75' C66 57.23' 50.00' 65'34'57" S57'01'05"W 54.16' L26 N67'39'22"E 27.38' L57 S44'58'42"E 28.28' 8, 9, 10 and 15, Block 7; Lots 3 and 4, Block 8; Lot 1, Block 9; and Lot 1, Block 10 are servient to and contains the ACHD storm water drainage system. This lot is encumbered by that first C27 217.37' 300,00' 41'30'55" S68'32'58"E 212.65' C67 21.31' 50.00' 24'25'03" S12101'05"W 21.15' L27 NI6'08'04"E 24-53' L58 S44'5B'42"E 28.28' amended Master Perpetual Storm Water Drainage easement recorded on November 10, 2015, as O Instrument No. 2C15-103256, records of Ada County, Idaho and incorporated herein by this reference C28 199.26' 275.00' 41'30'55" S68'32'58"E 194.93' C68 41.63' 26.50' 90'00'00" 544'48'34"W 37.48' L28 N16'08'04"E 17.14' L59 N45'01'09"E 28.28' as if set forth in full (the "Moster Easement"). The master easement and the storm water drainage to C29 178.41' 325.00' 31'27'08" S63'3 for the o pperation and 1'04"E 176.17' C69 29.73' 26.50' 64'16'51" S31'56'59"W 28.20' L29 N49'09'17"E 23.86' L60 N45'01'18"E 28.28' system ❑ dedicated m ACHD pursuant to Section 40-2302, Idaho Code. The master easement is , maintenance of the storm water drainage system. V, 0 C30 220.89' 300.00' 1 4211'11" N68'53'06"W 215.93' C70 11.90' 26.50' 25'43'09" S76'56'59"W 11.80' L30 S29'00'21"E 15.20' L61 N44'58'42"W 28.28' 12. City of Meridian Pedestrian Pathway Easement - See Inst. No. 2025- C31 232.91' 325.00' 41'03'42" N69'26'51"W 227,96' C71 210,22' 57.00' 211*18*284 S25'20'34"W 109.77' L31 N16'08'04"E 37.27' L62 S00'01'18"W 36.78' 13. This subdivision shall be subject to the Covenants, Conditions and Restriction for the Reveille Ridge C32 190.72' 275,00' 39*44'13' N70'06'35'W 186.92' C72 18.20' 57,00' 18'17'52" N58'09'08"W 18.13' Subdivision, and as amended from time to time. C33 78.54' 50.00' 90'00'00" N87'12'29"E 70.71' C73 36.74' 57.00' 36'55'51" N85'45'59"W 36.11' 14. Direct lot/parcel access to S. Eagle Rd. and S. Recreation Ave. is prohibited. W C34 115.45' 73.50' 90'00'00" S87'12'29'W 103.94' C74 38.66' 57.00' 38'51'48" S56'20'11"W 37.93' W C35 32.11' 73.50' 25'02'01" S54'43'30"W 31.86' C75 36.70' 57.00' 36'53'18" S18'27'38"W 36,07' D / C36 20.85' 73.50' 1615'21" S75'22'11"W 20.78' C76 31.49' 57.00' 31'39'12" S15'48'37'E 31.09' , ^ W C37 62,49' 73.50' 48'42'38" N72'0S'50'W 60.62' C77 48.42' 57.00' 48'40'27" S55'58'26"E 46.98' U, C38 41.63' 26.50' 90'00'00" S87'12'29"W 37.48' C78 125.24' 325,00' 22'04'44" N11'01'04'W 124.47' C39 72.76' 100.00' 41'41'20" S26'56'50"E 71.17' C79 61.70' 275.00' 12'51'18" S15'37'47"E 61.57' C40 32.42' 123.50' 15'02'33" N40'16'14"W 32.33' C80 6.92' 43.00' 9'13'27" SO4'35'25"E 6,92' Easement Curve Table a�PL F_AND LL Curve Length Radius Delta Chord Bearing Chord Length f" �`u� ENSF C1 1.2.25' 625.00' 001°07',23" N88°44'44"W 12.25' `c Of 11 79 W �f I�� D Z 2' -J 0 O F `dP pMCO, Z _J alley Engineering, Inc. o W CODY M. McCAMMON, PLS 11779 IDAH❑SURVEY GROUP CIVIL ENGINEERING PLANNING I CADS 9939 W. EMERALD ST. .lob No. 22-228 BOISE, IDAHO 83704 Sheet 6 of 8 i 119 E. STATE ST.,SUITE 21 T EL 208-938-0013 I ' I P:\Reveille Ride (7355 Eogle Rd) 22-228'\dwg`,Plot`,Reveille Ridge Sub No.1.dwg 11/4/2025 2:07.50 PM EAGLE.IE] 83616 r�ivi.baiieyengineers c, ��+ DATE: 11-6-2025 PROJECT: C2023-001 -SHEET Permanent y ■ `� E =c Easement Una/ O o-, Q N 0o N - _ O q) 0 0 00 INc W c0 1 1 �' --- E _ _-----= aa—t_r=--- -------- _----- — ,. ------------------------------ ----- -------------------------------------------- — -------------------------------- —_—_—_— — — — — — —_—_—__—_—__—=_�___----_—_ -- — ---- ------------------------ ---------- —m�---------------------------------------- ------ -- -- ------------ ------ ---- ------------ _-___- --__________________-_--_------- ---- -________ ----� _____________- ____ - - - - - - I _--- ----- ------------------------------- - - _,-,�_��w_ - - - - -___-- ---- - -------------- ��_---_----- ----------------------------- ------ - ---- - - - - - - ---- - - -_-- WJ I ' h 1 ------�--->-- `fit "_—�_.-____ ----------- - -- �_- - __—___ - — ------ - - - ---_-�_� �,_—� — —�_-- �—�----------- i -- ----- - - - -----= - - - - - - - - -- - ---- - - - � , 14-- .+ nor------ wr---------eoi---------eoi----------aoi--------- - - - - - _---- ------ ' �------- "''- - __ - - - - - ---- 4 4 , --o ----------------------------------_-_ ------------ c - - - - - - --------- Q ._ 5 0 -----------e » W L —irrigation MH � � Irrigation MH -------�- � � 5 Q Z s j Rim EL. 2742.20 0 0 o Rim 1 2741.20' O 0';, % � O RCP 20 ` � U) \ _ Sri w 1 ^o d;�,° Inv. 2738.66' LW 1 ; T� = Z w ' � N RCP 20' o Inv. 2738.67' W M 1 W 00 Ld IIIIII I W J I bill NA �`• L F 1 7.91, �S ENS NG� w � ��G F0 FF �, �� ti "\ :"'vim Q 11/06/2025 O I � ` 1 � r � a1 mow -'�- / ' \ \' -• M\ �'1 `v W m 41 a I ea \ K r^ _ \" ----- --____ CHECKED BY: mo r; %'' DAVID A. BAILEY P.E. ,.\ \_� DRAWN BY: � « KSC ------------ oe , re og�, - a`�n'y` _<am- _ �t'cv '�"I Y'•~\ /J are "viMnM / /26 to__, _ Eaa G' area,$Fare � - ;; ___� \`` `` ` ' NOTE: \ - � �- - k ��` , __,, sy� ;___ -sue \ _ - - f1 s � ACTUAL CONDITIONS DURING TRENCHING MAY REQUIRE \ �� -�__ �� = > ' ___ �� _�� =--=�-`;` ��`_;`,-,e�, ��__�_,,, II ,, ' ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON x ___ - � `'�°h°' � \ : ; ;2_'S8 ; s 0 THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION � \ ---- ___ S \`\ »\ F 6000 OF THE ACHD POLICY MANUAL. \°"�\ - '4GE - .a\i i ar 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE �mre � ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING ff OPERATIONS. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% MGM— M—M—�— ;IIIII ff' OF THE TOTAL ROAD SURFACE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. ��^• °� �'�` __ �£,!%;; II ; ,I / � II I � 7 I core °e Too �-� ram_ A- -- 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO III _ ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH _ --- 1 ; T � OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR _ ,, O • EDGE OF A TRAVEL LANE. 3 4. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IFS \�; _; - III �___________� _ �a THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD - __ �� °� _, e = --___ _ INSPECTOR DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE—APPROVED --� °re\\ ------- Plans Are Accepted For Public IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. M�kr� 60 0 30 60 120 O •, Street Construction �re -'' ;� '- ="�^k°�� ; ; g g 27 • a. By stamping and signing the improvement plans, the Registered 2.0' ACHD 3 "a ��w,e � �a/,, W '" � `, ��V 1 % ;'� �% SCALE IN FEET Engineer ensures the District that the plans conform to all District :asement - - "�` »— policies and standards. Variances or waivers must be specificalLj 0 - 1 = "I� ; 29 26 `•, 1 -60 ly and previously approved by the District in writing. Acceptance �,"h�' - „ ',,,, ' of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. g g p J r lb ; 28 BY 7DATE: 1 � - - - >n \`;:` :\i`\\:•\ \\ _--_ /" w, = 24 ` ADA COUNTY HIGHWAY DISTRICT ---1----------==�-�=�5- =� _ \' � � '�'a, I KEYNOTES m W ,;Y, "k m '`, 23 ABANDONED BUILDINGS, TEST PITS 1 PROTECT EXISTING WATER MAIN & SERVICES. W I,\\I/- „Mika, "' OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE 2 PROTECT EXISTING SEWER MAIN MANHOLES U 1 - -—-—-—-—- w' - - N �; =�', =- - ----- w,, - Q , % t O , ----mow - _ -_ - , ;�sa �v ," ` _ - --- -__ - = --, ,, o ;,�"�,.= _--� © "w' °' = °,'` =„�,�k,�° - _ -- - w k 21 RIGHT—OF—WAY SHALL BE -<_' -� _�-- _ — ,; V, ------ m ,„b gdk,.e vwlyr `"` i =_ _,�, NMI, "w'% \ \ SERVICES. -- = �q � � /' 4 RE—EXCAVATED TO NATIVE SOIL . I� - y-I k cv Q I''/ I = - - - -- --_ AND BACKFILLED WITH Q PROTECT EXISTING CURB, GUTTER, SIDEWALK, >IM kpw" `ev w'yy w'rz �3--- 4 , -� / a \ ,, ---- STRUCTURAL FILL PER ISPWC ROAD SECTION. W SPECIFICATIONS. ,h== - ` + a a� 5 / \ \ " © ® PROTECT EXISTING GRAVITY IRRIGATION. W °.emsc`.M' � d lha`` �� \�1\ \ �'"°� CK 9 \,. \0 " 0s, h�LOk° ,\y „ - / 1$ •, L DEMOLITION RCP 20 III;II \ ,4`° COORDINATE AL 1eh y_ *• \�� PROTECT EXISTING IRRIGATION DITCH. 2738.67' $illil, I ;; - 1 Imo' �� y_ 5 ,.� ,\ •. •, ACTIVITIES WITH DEVELOPER. w r n V /°re' PROTECT EXISTING WILLIAMS PIPELINE. W � � y ��. -I �\ is COORDINATE s ° ,'°° �h'` PROTECT EXISTING POND (EXCEPT ON SOUTH --- �� EXCAVATION/REMOVAL/PROTECTION O� o O �o BANK WHERE RE—GRADING TO AVOID R/W IS Ir OF EXISTING TREES AND 8 9 10 3 4 5 6 7 8 9 y ��' 0 k 4V - STRUCTURES W/ LANDSCAPE PLAN SHOWN) �\ & DEVELOPER. W � „ w y - ��,�," -- / �l 8 NOT USED o NOT USED. C $ I i I I \ �- -N „<.� ,r \ " e�, N M N� MM MN N YI / ♦9 O "%` "keea s°YY�ptlA ,,o 1 \G� \� - wl ® NOT USED. J 8 �'^wl b 9 12 , s I� _s p �,"Iha `. 0 --- - / '' �?• � 4 ` � k+`�� 1© DEMO EXISTING FENCING & DISPOSE OF III 11 y _ q,°ye nn 1 L TERRACOTTA \, O ��e � OFFSITE. OxI - ,nl M N N N'�L,TM v\ 5s M- N M- N _ � � i "'f �► A k s �° � "'"'k°�`' �� © COORD. SHIFT OF EXISTING DITCH BANK W/ s DEVELOPER/OFFSITE PROPERTY OWNER. W +�� Mi"'re _ ink `°� .c .\ III y � �'"�, : : �'�� O ® COORD. REMOVAL/RELOCATION OF EXISTING s - •, POWER POLES W/ IDAHO POWER. 0�°w,,_ ` : = _ � k ", _Iw q - �;_ �; - ® COORDINATE PROTECTION/RELOCATION OF ,�", ° - � _ - � � DATE: I x EXISTING GAS, TELEPHONE W/ UTILITY 1 1-26-2024 - ° - 5 — — -- — --- Fare --- --- — — — ___--------E --- . —— COMPANIES PROJECT: ------ ,��",I,,re _--- --- -- - - _ _ w� --- ---------- -- C2023-001 _ --- _ _ _ ;�°, , - - - - -- ------- m��s - _ ��``--- - - - -- --- --- - - _ - ail, I,%„�° �, - -- - _ p"4,n, EXISTING SPRINKLE IRRIGATION SYSTEM. - --- E - E w' ------ -�- -- ------ --- - - - _ _ -- - --- - _ - - - _------ -- -- - _--- -_-- -- - - -- DEMO EXIST R / - - - - - - - - - - - SHEET - _ _ Y - -------- = _ --__-_-_------------------------------=_-_____-_-__-_-_-_- --- ------ - - - = _-_-----------=-r-=-=-- - -- -------- - -------------------- DEMO EXISTING 12 CMP FIELD DRAIN. - — ------- - -____- ----- -- ---- --------- --- -----_-_ - ------ -_------ - ----------�a.-------- - -_--------- -----r------ ------ °e --- - - --------- --------- -------- _- -------------------r�- ---� �-y------,� -- ----- '- °a ---- �_ --- E°re mR a �re---mR E°re E°re �re - R �\ ---- -------- ---- O --- ----- °re are mre�re °R °re ° ----------- 5 --- � —ire �re mA� � A _ � � E°re E°re �re �A E°. Fare re /°re EaR mA�°re —= E°re Fare mre�°a /°re are E �a r 1 • Q O U i LEGEND o0) N C ♦/1�S co SS EXISTING SEWER LINE Z w EXISTING WATER LINE Z SD NEW STORM DRAIN W NEW WATER LINE ■, NEW SEWER LINE _ AUBDIVIEX A ON ST PI NEW PRESSURE IRRIGATION LINE Z w W/SERVICE W D IRR NEW GRAVITY IRRIGATION LINE W - Z_ o ------------- BOUNDARY LINE cc j ---------- ROADWAY CENTER LINE LLIAMS yj w co �\ I PIIPELINE ROADWAY RIGHT—OF—WAY ? ui LOT LINE V 00111 SANITARY SEWER MANHOLE 00 EXISTING SANITARY SEWER MANHOLE S\ONAL FiyG/ GEN8 2 � F�io 4" SEWER SERVICE LINE � �11/06/20 5 TYPICAL SINGLE WATER SERVICE N2 0 2 80 TYPICAL DOUBLE WATER SERVICE v� 9 F OF I PROPOSED FIRE HYDRANT ml �� CHECKED BY: LOT NUMBER DAVID A. BAILEY P.E. ml DRAWN BY: nl Ji ® CATCH BASIN KSC � 21 STREET LIGHT WILLIAMS PIPELINE j (! o I I \ V) o i I z 0 30 I '� \\ — __ _ E. VANTAGE POINTS 3a - -- -----------------i i = —————— •——————— I fi—— — ——— ——— \ �` . zt • i I yBLOCK 8 — BLOCK 9 - iio i J � r ' a r ---- �\ WILLIAMS ,�� PIPELINE WELL i ml � � O i III l z � Oi ' O � IOi i © ' IOC � ® i COI ioi IOI ' oi ° � ° � LOT/ �`; • �'�\ —� _ _ 5 / I / �\�, iii j' d 'O I ° i i I i j I I 9 1 1 to j is l t2 I i t3 i to j BOOSTER O � i I I i I i BLi -------------- ————— —--------------------- -- J m 03 00 0Lij �ir Vq y AC o WILLIAMS �'�- .•�'' i PIPELINE " — —— -------- - 0 W J VI APEX SOUTHEAST SUBDIVISION N0. 3 oil E. VIA ROBERTO ST. _= - - Q - -, rrigatian MH QIs,•Igatitxt M - __— Rim EL. 2742.20 b Rim El. 2741.20' � 100 0 50 100 200 DATE: IIIIIIIIIIIIIIIIIIIIIillillilli 11-26-2024 SCALE IN FEET PROJECT: C2023-001 1"=too' SHEET 3o2 III C� Q M E SITE GRADING 9 ° Qo LEGEND -1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. � Q - � NOTES: PROPERTY LINE 1. THE BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES N (D SPOT ELEVATION APPROVED WITH THE REVEILLE RIDGE SUBDIVISION DEVELOPMENT. CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A TEMPORARY OR PERMANENT MANNER AS = (� Lu BUILDING SETBACKS •10.0 TBC TOP BACK OF CURB APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. ■� Z 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A L LOT SWALE (0.59a MIN) 2570.2 EG EXISTING GRADE AT LOT 6" DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST TOP BACK OF 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ALLWEST DATED JUNE 9, 2023 Z 2572.0 M N MIN TOP OF STEM WALL CURB FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE (WHICHEVER IS Q� CURB AND GUTTER GREATER). MIN TOP OF STEM WALL IS BASED ON IRC, SECTION R401.3. 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. - - 2573.1 MAX MAX TOP OF STEM WALL a - - -�700 - EXISTING CONTOURS 2570.5 DG LOT PAD DESIGN ELEVATION 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED SOILS SHALL BE REMOVED FROM THE SITE AND 2700-- FINISHED GRADE CONTOURS - sm-- DIRECTION OF SHEET FLOW 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS W Z STRUCTURE. TO PREVENT CONTAMINATION. EP EDGE OF PAVEMENT O OR© LOT TYPE � W U) 5. THE BUILDING CONTRACTOR SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS IN 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE W THE GEOTECHNICAL ENGINEERING REPORT BY ALLWEST DATED JUNE 9, 2023. PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. Z o ■� � o m 6. NOT USED. 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL REPORT. W w 00 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF >- 2 MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL BE SUPERVISED BY A W L REVIEW OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS OTHERWISE APPROVED BY THE GEOTECHNICAL - " o 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR ENGINEER. 45 o`Do w COMPACTION: 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR BUILDING LOTS OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. TONAL F G 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES SHALL NOT EXCEED ��S DENS j GRADING NOTES AND VOLUMES: 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. �� 0 -- -- " Q 11/06/2025 STRIP VOLUME 6" = ±15,279 cy CUT 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. '� 8 ' ��_ _ = ROAD EXCAVATION TO SUBGRADE ____ - gg cy 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. N� CUT TO SUBGRADE= t8,3 FILL TO SUBGRADE = t3,821 cy FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. v0 9 F OF \�P p �1_ NET = f4,567 cy CUT 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE REVEGETATION AND PROVIDE �qH B. ID NET EXCAVATE UTILITIES, SEEPAGE BEDS = t5,404 cy CUT AN ASTHETICALLY ACCEPTABLE APPEARANCE. CHECKED BY: GRADE ON LOTS FROM ENT REVEGETATIO , THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL 14 DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT N CUT/FILL TO FINAL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN DAVID A. BAILEY P.E. -2�5 � ,,, !. STRIPPED SURFACE - CUT TO FG = f1,458 cy DRAWN BY: -275 FILL TO FG = t25,940 cy KSC i t i \` NET = f24,482 cy FILL i+ � NET EXPORT = ±676 cy CUT TOP OF FILL ' I� 1�1 FILL SLOPE x�_ ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE = MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. - 1 w 2:1 MAX NATURAL SLOPE H �I 2 Z L FILL SOILS - ON SITE F j • J �� MATERIAL AS APPROVED n '• ' I _ ---, �- Of BY GEOTECHNICAL ENGINEER c�j p N , Lo - - f;l ----_-__= -- - _ - 1 1 Ie A) _ _ o \ <5 w o 1 REMOVE UNSUITABLE `:X w 11 I - o z MATERIAL w i Z - , BENCH HEIGHTS SHALL � NOT EXCEED 5 FEET 1 oil �H�5 OR 2' MIN � I -_ __- �� STRUCTURAL FILL PLACEMENT LL SHEET 3.4 I ;_! -- _ SHEET 3.4 KEY J107.3 IFFILLPHEIGIHTDEXCEEEDSC5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 VERTICAL FEET T I NO TO SCALE , , , SHEET 3.5 0 SHEET 3 , I I _ .5 -�- • • - - , , M M 7 1, 1 k-IV - o 0 11 1 _ I < _ _ a r� , , l lrl . 2j4 I : _ W -� acoalc' `•, --� •: _a�oar s O .^.� + .\3 ' � •\ o I� I U I S �- � I , o 0 0 +• + , � �o 0 0 © o 0 0 ,• ` o `er F_ F_ D , , Q w 1 . p a� w W 100 0 50 100 200 ;---_ - -- _- ,� o I �` � V) (J� SCALE IN FEET " ' l s a, I I © © • O O O ® „ p p p 1 WELL LOT/ • 1 ;II BOOSTER STATION ;II •� lI 1 ;._ _ ----- ---- - - - -_-_Lo _- --------- - Q M• M - --' ----A ,a _ w w w _ ' \"cam'- _t ---_ •--_�4 le, -- y -� 7 _ 11 „ • I ; cn ` I I Unplatted w w - -- _-- _ (� (� - _ ;_ DATE: 11-26-2024 `_""` + I PROJECT: C2023-001 � \ SHEET � i ----------- 03 Q o 0 1 a \ O U NO DEPRESSION AT FENCELINE. REAR LOT LINE _ L THIS IS NOT ASTRUCTURAL Oct DETAIL AND IS SHOWN FOR MIN OR MAX CAPACITY OF w SWALE TERMINATED TO MAINTAIN .. o GRADING PURPOSES ONLY. TOP OF WALL SWALE AS SHOWN z V N ALL RUNOFF ON INDIVIDUAL LOT. — — b�A ae-=_ - 4.0 ft^3/ft — — — REAR LOT LINE ' 14 '00 I - �_ 8 FT MIN LENGTH BASED ON 2 ~ I \ rbg ., 3 I --_--_ 6 MIN ~8 = 12 NP a SLOPE VARIES Q� Z � .. � 0 IN HR INFILTRATION RATE— SEE Zz 8 RECOMMENDED a G� ------ -- BUILDING 4, 1 ,� LOT SWALE DETAIL THIS SHEET = I I FOUNDATION — 1 �2'� O 1% MIN. M� a I I I I _ 2" DRAIN ROCK CONST. SWALES WHERE SHOWN z — — �--- — o I I BOTTOM OF FOOTING MIN — I OR MAX ELEVATION CAN 24 MON COVER (OPTIONAL) IN PLAN VIEW. SWALES NOT I N i Z w BE CALCULATED BY TOP — = NECESSARY AT EVERY TYPE 'A' I �f f 5% MIN. W L NO SOD OVER D ,FCR OF WALL SUBTRACT 30" �j EAR SAND LENS ? LOT, WHERE WATER CAN BE �+ W U) S I I DRAINED TO COMMON LOT OR f Ro Vol z I — — z Z o 11 —_ecR FILTER FABRIC SIDES & TOP � _ FcR OF INFILTRATION WINDOW --_--- PUBLIC R/W. MID POINT �� w N q 51. FG 8 -_--- CONST. SAND LENS OF LOT i Z � r, 10-FT OVERBUILD, - l - - - ASTM C-33 1 W > o \ 3H•1V TO EXISTING EXCAVATE TO INFILTRATING - \ i MATERIALS WHERE SAND LENS IS _____ SAND REQUIRED) "' \� TYPICAL FOOTING SPECIFIED (LENS SHOWN IN PLAN _-_-_ IZ Z_ Q N \ VIEW ON SHEET 3.3). BACKFILL -__-_- I m � I I C� 0 w ELEVATION DETAIL WITH REJECT SAND OR -3/4" -_-_ +� � \ N ' I � 1 \ 5S.V4V I \ NOT TO SCALE CRUSHED GRAVEL. I � l \ I LENS CAN BE RELOCATED IF a I l I� NAL NECESSARY TO AVOID UTILITIES EE o OR TO ACCOMMODATE GRADING ~¢ I I ��' \Gel\ w IN FIELD. z 24 CONTRACTOR TO NOTIFY SIDEWALK SIDEWALK �� 11/06/2025 CREATE POSITIVE SLOPE OF M z PROJECT ENGINEER, _ 0.5% MIN TO SAND LENS. _ QUALIFIED GEOTECHNICAL _ 20218 � - GRADING MODEL SHOWS ROUGH J ENGINEER OR CITY CURB & CURB & N N I � � I SWALE GRADING CONTINUOUS � INSPECTION STAFF WHEN STREET GUTTER STREET ACROSS LOTS. MODEL DOES ? INFILTRATION LENSES ARE GUTTER `10 F OF GP NOT PROVIDE POSITIVE FULLY EXCAVATED FOR '9/y uN I \ \ I n DRAINAGE AS REQUIRED OR LOT DRAINAGE SWALE OBSERVATION AND TYPE B LOT B• 0') \ w _ N BREAKS AT LOT LINES AS VERIFICATION OF DRAINAGE DETAIL SHOWN IN PLAN VIEW AND PER TYPICAL SECTION FREE-DRAINING. MIN FRONT YARD DRAINAGE IS TO BE ROUTED CHECKED BY:TO FRONT OF LOT (PUBLIC ROADWAY). TYPE 'A' LOT GRADING DETAIL NOT TO SCALE 24-HOURS NOTICE NOT TO SCALE DAVID A. BAILEY P.E. THIS SHEET. REQUIRED, REAR YARD DRAINAGE IS TO BE ROUTED DRAWN BY• I I TO REAR OF LOT AND RETAINED ON LOT KSC I I (VIA CONSTRUCTED INFILTRATION SWALE) II ILo TYE E 'A' LOT N 51.1 FG I Ioo I �49 4 t DRAINAGE DETAIL SW i NOT TO SCALE I 12 0 I - I I I O I I I o I I � 10-FT OVERBUILD, v 3H:1 V TO EXISTING Ld I w � LLI N o I I I Cb I I I I i 148.5 11 0 SW 49.8 FG 0 I Z N I I \ J I IN I I I I Irl i V) rr 1 J — � II I ri I I 7 5 FG I I I 47.5 I I I 1 1 SW o I �- N N I I I W z 10-FT OVERBUILD, (�1 O I 3H:1V TO EXISTING 0 I I I I I LoI I I� NI W I co N Lie I q- I I ' '� LEGEND I I N I N 4sW PROPERTY LINE I . I BUILDING SETBACKS •10.0 TBC TOP BACKSPOT OF ATION o OF CURB W LOT SWALE (0.590 MIN 2570.2 EG EXISTING GRADE AT LOT I CURB AND GUTTER 2572.0 M IN MIN TOP OF STEM WALL II T I I MAX TOP OF STEM WALL _ —2�00 2573.1 MAX LOT PAD DESIGN ELEVATION EXISTING CONTOURS 2570.5 DC 11-26-2024 DATE: _ PROJECT: FINISHED GRADE CONTOURS DIRECTION OF SHEET FLOW - 2700-- 30 0 15 30 60 C2023-001 I I E EDGE OF PAVEMENT OA OR© LOT TYPE SHEET SCALE MATCH SHEET 3. 5 ti MATCH SHEET 3. 5 ,3 FEET 1 =30 MATCH SHEET • 4 - '\ - MATCH SHEET 3. 4 MATCH SHEET 3. 4 = o III ,, , ; v v vv • oE M N C LEGEND o rn ' I ■� Z / I 45.9 FGIli w �- 45.6 I / / �� `v `v `v �� 8+�0o i I ' ' ' ' PROPERTY LINE SPOT ELEVATION y sW I i/' /' i `v v� �� `� `� pR a� BUILDING SETBACKS •10.0 TBC TOP BACK OF CURB Z � LOT SWALE (0.5% MIN) EXISTING GRADE AT LOT - \\ 2570.2 EG MIN TOP OF STEM WALL a _ ` I CURB AND GUTTER 2572.0 MIN I I v A v I 2573.1 MAX MAX TOP OF STEM WALL co Z w ' 'I 1 EXISTING CONTOURS 2570.5 DG ui��oo- - LOT PAD DESIGN ELEVATION j �° DIRECTION OF SHEET FLOW W FINISHED GRADE CONTOURS 2700-- W cn Ij ` /'/'i/i /'i l it l it l it O OR© LOT TYPE Z o EDGE OF PAVEMENT -Cc CO M Ocfl �llljl jl lljlll ° ` \ \\ ` ` ` \` _ j ll/ 11l'IIIIIII I l w ` ll,ll/l//l/,IPPI ---__-I I � A V A A \ \ V V 1 1 I l 1 / I I � l I \ 47.3 FG \ ` \ \ \ \ I 1 I I [46.8 ] R I 4 G 45.0 FG 0 �1 1 1 1 1 1 1 1 II II ( I I I I III II II I lI I II 111 \` ` \\ ` \ ` ` \ I I R I �pNAL F - w 6 111III1 \ \ 1 \ I \\`\ \''\I;11;11;11;1 `, \\\ \\ \\ /� �gS NC/ 44.6 I \\ \ \ \ \ e t� DENS !i \ VA \ V Q A F 7+100 ,a sW OMMON DRIVEWAY Q 11/06/2025 47.1 FG 46.4 EGA �2021 80 [ ] E DETAIL SHEET .14 \ V v V A \ w = v v vvvvvvv vvvvvvvvv vvv vvv v �j29 B. D��' v` vv vv v v v v v v ` / / 47.1 FG v r---7-- --- vvv v v v v v v v v _[46.2 EG] I I \\\\\ \\\\\ `\ \ \ \ \ /o 44.5 FG I v v A v v v v v v v vv v v�v`v`v`vv`v�v v ` v vv v `� -, ' i I l � \ \ \ \r \ \ / e o \\ \\ \ DA \2) \\ \ \ , `\ \ \ \\ \\ A i i i / FG_ - ♦ CHECKED BY: 47. DAVID A. BAILEY P.E. 44.0 I I I \ \ \\ \ \ \\\ \\ \\ \\ \\ \\ \ \\ [46.0 EG - - sWO \ 2744 I \ 1 \ \ \\ \ \\ \\ \ \ �\\ \\ \\ \\ \ \\ ,\ ,\ \ � \\ \ \\ \`\ \\ �� o I , ,/ � 47.1 _- O I-L 28 DRAWN BY: O \ \\ \\ \ \ \\\ \ \\ �' _- 43, O _ \� ,:.T.�_ -_ --T-- -- -- -- ' ��--\` `\ i ,� / 46.8 FG X F 46. T --_ _ _ _ ��v� _ �_ �I `v I r �� o�\ V A v ,� i �a / [45.7 EG]� � 46. T IIII -"'--�-------------------------- - ` \ -----_- ----__--- �;�A 31 F� �_y_ VA I IIII � M/M M/L MM � � �I V A 1 _ d V A A v v�v�v v ��v ��v v �- _ / l / IIII � _ - � \ • - E - n u - \ - C 46 5 G `�� -� / , / / [45.9 G] ♦ 2� �� TB �74 7 _ 32 �J 6 -------- s+oo 2 44 �y, �Rs w w iz 42 �elLwt2 i2 12�12�12 i ' T \ 2744 VA � \ \\� \ ' `\i �� F • TBC f\� Oi Y ��/ 1 _ "� '��' '��,' ,' p �� ---- ' , ,; 34 33 © rs s z t' 260 Ei aol / s ro ---� s s s s s s s s s I ' - ----� 45.8 W \ ~ I 2744 ©/ TBC '^ I\ ^ 11 III 9 °p W � \ __- -----�-- �\_ --� - -___- \\ A / • /- 7�� • W O O �� n v �, ` 45.6� O_ N -- --- \ v - -- --- II I IIII �--- 00 -2744 Ld 43.2 --------_// y o sWdp 9 _ N I PI PI PI I �� 45.3 W I 2745 BLOCK 8 = == = == = BLOCK 9 ° TBC z II 45.4 FG - - o 46 ° �2>�- //1■ II I I V A I i �i PI ls-L - F I' I- -F -PI PI PI 27 PI PI °° °° V °° 45.3 FG 45.2 FG 45.1 FG 1 I \\ 44.7 FG 44.9 FG 1 1 l 1�1 II I 45.0 FG 45.0 FG O 45.1 FG 45.6 FG 45.7 FG 45.8 FG 45.9 FG _ 46.1 FG 46.2 FG 46.3 FG �� 2 • I 1 45.4 FG 27 44 \ �� O = IIII 45.5 FG 46.6 FG 2745 45.4 2746.2 EG U 0 p TBC I I I I 43.6 FG 43. �' I " J 42.s 2745 '�, .. 5 -I 7 IIII 5 0 2744 \ F �A l$ I �N sW 43.5 FG 43.5 FG 43.5 FG 43.5 FG \ 44.3 FG 44.3 FG 44.3 FG 44.3 FG 45.0 FG 45.0 FG 45 0 FG 45.0 FG 45.0 1G,q ��\ \ - Q nl 2 \ I 'I ' N IvI 0 43.5 FG v 3+�� 44.3 FG `v �`v 9 _� 274 m III \ 1 ©O OO r ^ OO � I I I 2744.8 MIN v 1 F °°°45.1 Q 2745.1 MIN \ II I 2745.3 MIN 2746.6 MAX 2746.3 MAX 4�2� 5 TBC \ - 1 1 \I 2746.8 MAX 2743.7 DG _ 2744.0 DG v Il 2744.2 DG B 7 I L'' 2743.7 EG 2743.E EG 2743.6 EG 2 _© O B O© 6 B TBC Im 2744.6 MIN 2745.4 MIN 2746.1 MIN 5 `� I I0 ` 43.5 FG 2746.1 MAX 2746.9 MAX 2747.6 MAX m j 1 + Ill l 2743.5 DG I 2744.3 DG 2745.0 DG 0 1 I \ 2743.5 EG 2743.5 EG 2743.5 EG \ 5 TBC ` 43.5 FG 2744.3 EG 2744.3 EG 2744.3 EG 2744.3 EG 2745.0 EG 2745.0 EG 2745.0 EG 2745.0 EG x, I \ v v '10�011 i I ', I!,I \ \ 43.E FG 2743.5 EG ' __ •__ • • • 44.3 FG • • • • Zi `OQ ' M/�. `� \ • \ . + 4\4.3 FG 44.3 FG 44.3 FG 44.3 FG 45.0 FG 45.0 FG 45.0 FG 45.0 FG 45.0 FG � o� �� ' �`. ` `� < � J 1 N j _ - --- v v v 43.5 FG 4 . F 43.5 FG MI 'I v v 43.7 FG R,w 43.5 FG W �Ivv vo , v 43.5 1 O \ "� TBC 43.2 I III 1 i o I O II 1 TBC�43.1 Ww RA Ww Nw ° �fw Ww Ww e/w Ww e/1v yw "/+' 44.8 III 1 TBC 43.1 43.0 43.0_ 43.1 _43.2 43.3 43.7 \ 43.8 _43.9 44.0 _44.1 44.3 C 44.4 44.5�TBC O rt \43.8 TBC`TBC TBC TBC f -TBC TBC w TBC _ TBC TBC TBC TBC TBC-�TBC TBC /2745 O 4+00 45.1 \ TBC w' w w w w w wow- w w w 2744 w s TBC ,r1 O O Im v 0 3 98 0 1 Ili v v _A - _*F_ - - � - - - 2\ s s s s s -sal Ln -s s�-s�s o !�I A 45.0 G FG Ao �� i 2743 �� ` 2>Q� TBC 45.3 FG I 1 I 42.0, 4.0 ` 43.0 43.2 43.3 43.5 43.7 43.8 44.0 44.1 44.3 - •4 4 44.5�44.E j r I sW9 ` BC 43.1 0 0 _ TBC _ TBC - TBC - TBC - TBC - TBC - TBC - TBC TBC TBC TBC TBC '" _ TBC �- � w � V i1$ �0 45.0 FG 3 0 43.3 FG 43.4 FG 43.5 FG 43.7 FG 43.8 FG 43.9 FG 44.0 FG 44.2 FG 44.3 FG 44.5 FG 44.6 FG 1 v 44.8 FG 1 (� 1 Iv w `v v TBC \\ 1 �� \ ! � I \`\ `\ `\ ` � X X x x X x x x X X Z x X x I \ � �� • I I \ I `\ \ \\ zX00 ?<O(D ZQUU Z<00 Z<0(.D ?Q C� ZQC9(9 ZQC9C9 ZQC9C9 ZQC9� ��OW �Mo ZQC9G9 I \ \ \ \ \ ��OW ��OW �gOW ��OW ��OW �M W ��OW ��OW �MOW ��OW ��OW `v 'tj Av r)oONM u�O�� cO�cCJ�A oOMn� 0�0�00 �cOO� M00N- ItrnMN O>�00cD �cOO v c0r�� I-NcO� 't0)M- Dc 1 A \v v v �� - V \ I •� \ \` \ \ 43.7 +ri Kir�i �co Kiri �co Kiri �co r�i ri Sri co rope) Sri co Sri �ci co�� Sri co�� I 1 � 0 TBC \ I�� r-r-r-r- r-r-r_n �� rrrr, r�r-r- I"I"I"r- r-r-r-� rrrn NNNN NNN I�� I n \ \\ F �� NNNN NNNN NNNN I V 5 O W 43:9 FG 1 I �� I�� NNNN NNNN NNNN NNNN NNNN NNNN NNNN NNNN ��^ '\'\� n I \ O - I j W J n� �2v 3 A 4 A 5 a 6 7 0 (�rA _9 @(A'l 11 A 12 A 13 14 A _ ELL LOT_ I _ J 3+100 _ 43.7 + 2745.2 MIN - �e, _ F TBC Q r 130 ER STATION W �I� I 2746.7 MAX �2743.7 E -- 4 .9 \\ i > v2744.1 DG vv - °e A I II C144 .6 FG � 743.5 EG \ \7 _L --_- oe_ I _ _ 433 FG 43.�k FG 4�5 F'G 43.7 FG 43.8 FG 43.9 FG 44.1 FG 44.2 FG ,-- _44.4 FG 44.5 FG 44.6 FG 44.8 FG 45.1 FG 45 I j 1 N 3FG 1 1 � I� I -3.5 FG 2743.E MI 0 2745.1 MAX _ - _ - ----- - -'' --- ------ i ------___ --- - ' ml III 43.0 ` 2�42.5-15G- 43.5 FG � - ;, T _ _ __ ---- ------------------ --- sw I -_ 743 ---___- - ---- 2743 - ; I Q L.L 2742 ?� _ ' '------ II I E ----- ------- -- - I - - ---- II� - 2741 - 43 - -27 �� h - - - - --- - - --- ----- eiil�_ � / -------t-- -- ----------------------=+-�_--� I/ - _ - _ ------ - - -- -- - N I Tom- --- - _- --- - - - - 2741- _- --- -� _ - - -- - - -- - ----- -- g -- - _ TOB DATE 2739 43 2742 B - PI --_ - -PI - -�� PL �.'I vl . - - - --=_-----_-40.7 FG _ 39.8 FG 40.3 FG -43.3 FG - -- 43.E FG - -43.6 FIG 43.1 FG 42.0 FIG _ _ J42.5 FG W 84 .43.2 FG - _ 42.9 FG __ - 42.7 FGn 42.8 FG 42.2 FG 41.9 FG 41.9 FG 41.8 FG __- _ 11-26 2024 --- _ _ ---_- 40.7 EG]------_ 39.8 EG - - - 40.3 EG _ 43.3 EG - - [43.6 EG]-_ [43.6 EG] [43.1 EG]-- [42.0 EG]_=_--=[42.5 EG]___-- _[43.2 EG] - [42.9 EG]_ -[42.7 EG] _-[42.8 EG]______- [42.2 EG] [41.9 EG] _ - [41.9 EG] _ [41.8 EG] --______ _-- - ----- PROJECT: ---[ [ ]--=--- [ ] _ [ ] _ ---- -- - -- ------ t 1 --- - +,- -- --- - - - ------ - Toes -- --- -_------- - ---- ------------- ---- -- Toe - -----Boa-----------ro€ _ -- 801 - ---------------� TOB --- ---- -----TOB TOBTOETOB ED ----EDR- - EDR _ - -- EDR 801 ---- -- -- TDB _ - I � roe- -- --- _Toe_----- ,- ------' [42.0 E ] \ !-- _ R I 42 0 FG _________ ----____ EDR I EDR 30 0 15 30 60 SHEET --- -- ; EDR - ' I ' �, G EDR SCALE IN FEET 1"=30' 3t5 [47.6 EG] '� --_ \ `\ � M E 0 OV Q ui o0 47.9 FG Lo LEGEND - a c [47.4 EG] `v _ _ V N PROPERTY LINE SPOT ELEVATION ■= Z Lu co �- � 47.8 FG \`\` BUILDING SETBACKS 10.0 TBC TOP BACK OF CURB W \q [47.3 EG] �� - - - - - - LOT SWALE 0.5% MIN Z 2570.2 EG EXISTING GRADE AT LOT Z w q�@ �`\ 2572.0 MIN MIN TOP OF STEM WALL2573,1 = g I �� CURB AND GUTTER MAX TOP OF STEM WALL ■� 2747.4 - � 47.s FG �`♦ _ - EXISTING CONTOURS 2570.5 DGX, _ ��oo- - LOT PAD DESIGN ELEVATION •OVA - © 2748.9 AX [47.3 EG] - _ 2746 DG - ♦♦ 27�- FINISHED GRADE CONTOURS - LLI Z w = 26 - ♦� DIRECTION OF SHEET FLOW � A OR B LOT TYPE W U) EDGE OF PAVEMENT U O O 4+ A \ \ 2746.4 EG 47.7 FG , Z o 25 Z M 2746.4 EG \ 47.7 FG W > o [47.2 EG] `♦ _ w - - `♦ ago W 2 4 © 47.5 FG [47.0 EG] 2746.2 EG © 2747. MIN q \ ♦♦ "var 274 .9 MAX �� 23 27 6.3 DG \ 47.4 FG \\` pNAL FNG ♦, ��' �GENS�c 2746.2 EG [46.9 EG] \ \ `♦♦♦ Quo 11/06/2025 22 © 47.4 FG N20218 o [46.9 EG]� ` -5 45.9 2746.2 EG \`\ vO 9 F F \pQ Q� TBC 21 © A\ �qH v�G � \ D� 47.6 FG `\ B. D � T6'0 2746.2 EG �L� [47.1 EG] 45.8 TBC vv 47.2 FG \ CHECKED♦♦♦`v DAV DA. BAILEY P.E. -- v ,♦ 45.9 0 \\ [46.7 EG] ---____-- ` DRAWN BY. TBC\ \ 45.7 � -�,, `♦ TBC \ `♦♦ _ \ O s � 1 9 B y � 46.9 FG V �� ♦♦ 45.7 [46.4 EG] ��♦ 45.7 FG ©2746. MIN A TBC s 0 45.5 2745.7 EG 274 . MAX `♦♦ � �0 TBC 18 27 5.7 DG q ♦`` 46.9 FG v 46.2 FG TBC - 2745.7 EG B �� [46.4 EG] `♦♦ 45.6 \� �- TBC \ B s 17 \ O O 27 .3 MIN \ 45.5\ v - 2745.7 EG , 46.9 FG 2 48.8 MAX TBC 45.3 [46.4 EG] ` F 3 746.2 DG TBC 16 - Z 46.2 FG v - �� ♦♦` 2 EG \ -- �� 2745.7 EG 2746.2 EG v ♦ \, �,� 45.2 46.6 FG r1 46.2 FG TBC�s TBC �� ' [46.1 EG] `v♦ Ls J• A 2746.2 EG ♦ �w �� '--- 1 5 ♦♦`v Ld N o O \ s \ --q� 45.1 \�' 2747.0 MIN -, 46.6 FG `\ �..I..� > O - ,°.2TEM. r y TBC 2745.8 EG © 2748.5 M [46.1 EG] `\ = W o • �`�� i 2745.9 G A v,v tY z A 45.7 FG , W 0 J 2745.7 EG w - 4a.1 46.5 FG oe BC 45.2 --- d 45.7 FG O 45.7 FG , TO TBC 2745.8 EG Y[46.0 EG] 2746.8 \ \ T b A 2745.7 EG 2748.3 AX �� ,!. 274 DG 45.4 O e `/ ♦`, % Q • 45.7 FG /� TBC `��►a 2745.8 G U 45.1 FG r • `, \ 45.7 FG 45.2 F- 2745.7 EG TBC © e ` ` \ \ A O ; 45.5 45.7 FG TBC 2745.8 EG 45.0 FG O 2745.7 EG10 O 45.7 FG • 14 00 �� 45.6 ♦♦`v I w 45.0 FG _ - � TBC - 44.4 �� `1 e j' vv I �� 4 00 rn \ TBC �`� \p 45.7 FG `\ -_/i i � V / 45.1 FG v v v L__ V I_ 45.2 FG sue' s- 46 _ ` v♦ �v �� / J 44.4 TBC s ` �vems �_� ♦`v -S ---= ------------- -- ` ---- M Pi o \mow ---- O 5 - ----- ------ -- _z I ---L---�----->-=-----------\------------------ 5 w N _____ ------------------ - ^ r254 I I I r I ` --- ♦ `\ `\ 00 45.4 `\ \\ ^ W TBC 46.2 45.8 - b ♦ �� `♦o 4 - \ TOB ------------c\\\� AVA AV\V ti \ ♦ TBC ----- --- --_ - - - ` ----- - - - - - TBC _TBC 2�4 ♦ - --- - - --------------------------------- ----------------=--3 TOB TOB--------- ----------- EDRT0B TbE ----------TDE---------- TOB -- --TOb-----------7�- -----TOB -------- T�--- _ --- EDR - TOB TOB B �� ' ` ♦ /' \ EDR EDR EDR EDR EDR EDR EDR EDR EDR EDR EDR EDR -_ -Toe- EDR _.M/8\ �_.- ^•�C \\ \ ' \ \♦ ��// � \ EDR EDR EDR EDR EDR EDR EDR EDR EDR EDR i' fps \\�\r EDR ED '-_\ \` M/b 1 n R EDR `\ \lyyz� \ / / l V J • EDRliq EDR -- _ A�♦ / ° DR fOR - �� o fDR ♦ EDP \♦ oo T B Lij 30 0 15 30 60 R z ♦ roe Zoe s\ 'z U ♦♦`♦ EDR EDR \,\ N _ DATE: SCALE IN FEET ♦♦♦ fD \\ \\ �� 11-26-2024 ♦ R eD ♦ �_ PROJECT: Q 1" 30' R `♦ = C2023-001 DB \\ SHEET 3o6 L \\ 1 ♦♦ rDe ``\♦ EDR ♦\` EDR\\\ CcoQ) LEGEND 'ao v N cm SPOT ELEVATION J N C� � - - PROPERTY LINE ■� Z ~ BUILDING SETBACKS •10.0 TBC TOP BACK OF CURB Z _ - LOT SCALE (0.5% MIN) 2570.2 EG EXISTING GRADE AT LOT _ / - - - - - MIN TOP OF STEM WALL 1 ; ■ w 3 \\ CURB AND GUTTER 2572.0 MIN MAX TOP OF STEM WALL I w 2573.1 MAX I 2700- EXISTING CONTOURS 2570.5 DG LOT PAD DESIGN ELEVATION I I W Z w -- 270�- FINISHED GRADE CONTOURS I I � W U) DIRECTION OF SHEET FLOW I _ EP EDGE OF PAVEMENT O O I _ w W A OR B LOT TYPE Z o o r� \ I I I Z � 20 / \ W > o Ld C TBCI I V 00 w 27749 49.01111 -- � S�pNAL FN I P, ao �.S G/ / ��\\\ �,,\ TBC /49.2 m r I I � ENSFO OFF 4 .1 FG / P' Q. 11/06/2025 ^ 20218 \\� , ,,, 49.5 r\ i i / �' \ P' TBC \ J r I I i co � 2750.3 MI 49.4 FG I �� `\\ - 2749.2 G % % / /If / I I i vO�q F O F �GP� 2749.0 G I i i i P\ TBC ------ - i i 2750.5 MIN m / / , --- vw _ - _ ---- - / / 2752.0 MAX i I� 49.7 FG ------- �, \- � _ CHECKED BY: / / �P A .9 A / / 2749.4 DG �� // � q i l i� 1 -- � , 'i I �''� � �rrw �49.9 DAVID A. BAILEY P.E. 2749.2 EG �/ �/ 2750.8 MIN i� it i/ /- ,l �� TBC �� '' A � �R.w� I I I 2+ DRAWN BY: 30 0 15 30 60 I I ; Ksc / / / I / / 0 P� ti \ I � � / / 2752.3 MAX , , i�/ / � 50.0 FG � / v v I _ �� v l l l l / I l 49.9 \ I / / 2749.? DG / ,, I I l / l l I l i 7y,, R/w- \ I 2749.4 E6 / / , / / / /III / � �, ,,,, TBC � \ o I I I / I / /// 2751.b MIN / / / III / / ',' P� / I ;// / / /I I 50.3 FG SCALE I N FEET I //'/ 2752.5 MAX ,P,>, ►► / , / �/ / 27 b.9 DG / / / /"' / �, % 1 =30 I / I / / 4 , , , , ' , , 49.6 COMMON DRIVEWAY - I / / / 4 I / 27�9.7 EG 48.9 FG / / / TBC ---- - _ , % SEE DETAIL SHEET 4.14 I I I If \ 2751.'I MIN I • I / / /� // / v I / / � / � 50.2 FG / ,,�� P,ep, � � - � -- -< 49.82 TOA I I I i i i i i Wi i li I / 2752.7 MAx,, / / / / Dc __- 2750.1 DG „/ / / / / / /',,\ P, 49.2 4 v 49.11 TOA � , i i i i% I_` - i l 2749.9 EG � i i l i � �� P, TBC 49.1 FG / I / i i � i i i i i j vI -- -- 49.9 FG / / I / / 2751,2 MIi� / / �v / / / / O / / 2752v7 MA v /; - I z I / i / 2751 3 MIN I / � � / l i i i i i 6 / / 2752.8 MAX I 2750. v DG � F O 47. 49. G / I / / --- l �i - � ,, l I A i i 2750.2 DG i i 2750.0E -� i i 49.6 FG TBC I i �� i i i i i 2750.1 EG i i 2750.9 MIN / TBC 49.tt TO - \- �, Wii i 7 A i 2752.4 MAX i \ I I I / . / I / / O O / / I / 2749.8 DG / \\, 49.6 FG , 49.8 FG i i i i i i 2749.8 EG � ' z TBC , , �o - 48.2 �, l i i �l �� ti� �� I i A �� 49.2 FG v 1 i --_2 j 2j 3 I I w o ,s sw,z\ TBC r� ?�y(9 l l l l l l l i i -/ 49.4 FG I 27S S6 S6 I 3 z s J / 5 J s \ i i i i i �1 it 49.82 TOA I �P 2753 S Iv 2 748 48.5 If 9 �� ,, \\ � , 50.1 FG / • jl jl �� /l � � %� II \ \S\ z C' / / I / / / l / i 2750.9 MIN i i 49.7 FG - TB �, i i i i I 2752.4 MAX I I S ED -- s \,z `. I \ / / i / 2749.8 DG 2751.2 MIN - - 48.7 s N ��j�/1 TBC 50.1 FG / l i i 00 2749.2 EG _ v j 2752.7 MAX ` � J, 3 27501 DG I z I A I I • fOR i i I I 2749 5 EG \\ \ I \ \ FOR , ; • I ; O I I v vv vv,vv vV A 11 \ C 49.� s z 49.8 FG , I I I FD EDR\\ T TBC l l I I I \ \ \ \ \ 11 I R /n/ \ �`' Y \ �� \ ��\J / I 1 1 I I \ \ \ \ \ I I I I I I I I I I • O yi I I I i A4. 1 z EDFT l/ DR \ - g\ -- _ M \ �w,z �♦ (_ \, s \ TLd BC \ 49\6 FG 1 I I � � 1 � � i� I I 2750 s \ \ 49.2 FG j I\ • I I 2749 \\ ED �� ` \ zV ; 48.8 I \\v I I • ` % \` R fDR \ --- ---- I- I I I I TBC \ I r� 49.4 FG I 49.7 FG �� I I I \ I• I I - 2 `♦ ` �;;; � � mil_ �w,z� v � � " 1 v��--------- I - ----------------J w i IIII I I v v I I U ♦ ♦ ♦ ED - _ v� v - -�------ I I I I I I ♦ R EDR , >a N 1 0 ------- --------- ----- � -- ----- ---------------- ----- ----- IIII hI I ` s II I - ♦♦ EDR V _ ♦ - ,z TBC 1' ° vv � i I ED \` f0 - _ T \- �_ \ ,- \ IIII II III o°o„ aI ° V `♦ R R oB _ �_ �s IIII I I A♦ ED ED -��i � _.....,_ ---�s� \��, 1 M \ 11111111 � I I \\ R pB / 1 I � s v I I IIII I I � `\ `-\` \ \ s a2 i2` i2 � ia ,2 ,z ;,i2r wig ix iz ,,.i2 �:- _ iz 12 i2 / �z N I II - 9 Q m \\ R OR B _ G _ O �� p I I C 2748 - / `♦ s B \` CDR fDR T O `♦♦ - , ®� A s s s- _ s s s s s s s s s s II ♦ fDR FOR s / / II ' Ito �� • � -�- f I �� '� � / / I �. --- h �_ 11, I \\ `♦♦ EDR EDR -TOg R/W 6. ♦ - v I♦ EDR "DR �\ � �\ \ ----- -__--_ -----�----- ------- -----yam `♦♦ ♦ EDR \R ---__ - / \ �� _ -- I \ ♦ T06 -_- _ _ _ _ \ \� ` ` _ El\ '- `♦ ♦♦ \\\`` EDR \\ \�-\\\\_\ioe`\`\-\\\\\\\ OP� ��-------i Q ♦♦`♦ ♦`\ -- Rom= -\ TDB��\��_ \\ ---- \\� �� - 49 \ c \ \ 5-01 Pil ♦ \ -_ED FDR _-\ - _- ------ - -_ ------ op - ♦`\ ♦♦♦ - ------- \\\ EDR `\---- TB `♦\ ♦♦ -�?J)ir _- \ ♦\ EDR fDR ;\ `�� - \ \ I o l I -- \ `\♦ \\ fDR EDR Tp�_\ � \--- ��\ 1 I 1\l I W e ♦♦♦♦ ♦♦\\♦ fDR \EDR\ -- --J\ \\ --\\ -\ -- -- � ` `~ I � \ \ ♦ TOB 1 - ----- I W EDR E� ----------- ♦♦ - \\\ ♦♦♦ fDR\\ EDR\ I DATE: 11-26-2024 PROJECT: cc C2023-001 SHEET • o � KEYNOTES Q W 1O CONSTRUCT VALLEY GUTTER PER ACHD SD-708. `� V N T LU . J N 02 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C [THROAT ■i Zco WIDTH MUST MATCH SIDEWALK WIDTH] NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES Z SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM ■= a THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS VANTAGE PGINTE c O SHALL NOT EXCEED 5.00%. = N g�cP Z W WA y 92> Ti NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE rx ERRACOTTA F�2� y� WARNING PER ACHD SD-712. yU rn LLI 03 CONSTRUCT CURB TERMINUS PER ISPWC SD-707. z� d o ■� o E �gNTq .Po/NTF- '� n ® CB #2 - CONST. PER ACHD SD-601, TYPE I W/ 1' SUMP. M Z INDEX MAP `" m INV OUT (12"): 2740.67 W W -20 1"=500' o CONST. 16 LF 12" SDR-35 ® 0.63% TO SG TRAP #2 J � o (QP,00=0.64 cfs, QP7.s=0.46 cfs) w d 0 SEEPAGE BED #2 (PER ACHD BMP 20) & SG TRAP #2. �"� � w SEE DETAIL SHEET 4.15 © CONSTRUCT MONITORING WELL #2A PER ACHD SD-627. SEE DETAIL SHEET 4.15. �S�pNAL FNC 07 CONSTRUCT MONITORING WELL #2B PER ACHD SD-627. � O ENSFO SEE DETAIL SHEET 4.15. Quo 11/06/2025 ® NOT USED. 20218 09 NOT USED. NOT USED. vO 9 F D ® tigHa. ID 0 CB #3E - CONST. PER ACHD SD-601, TYPE I W/ 1' SUMP. INV OUT (12"): 2738.35 CONST. 15 LF 12" SDR-35 ® 0.67% TO SG TRAP #3 CHECKED BY: (QP,00=1.34 cfs, QP2s=0.96 cfs) DAVID A. BAILEY P.E. DRAWN BY: KSC © SEEPAGE BED #3 (PER ACHD BMP 20) & SG TRAP #3. SEE DETAIL SHEET 4.15 © CONSTRUCT MONITORING WELL #3A PER ACHD SD-627. VANTAGE POINTE SEE DETAIL SHEET 4.15. SEE SHEET 4.3 I ® CONSTRUCT MONITORING WELL #3B PER ACHD SD-627. Z I I 00 SEE DETAIL SHEET 4.15. 38.00R 1 5+33.31 G� �� c i ® NOT USED. 1 i 6+12.32 I 2742 93 38.00R - `�,'� 5+08.5 6+32.32 GC 2743.41 TVC , 17 9 �'� / / ® CONSTRUCT DRIVEWAY APPROACH W/ 14-FT WIDE THROAT z �I ( __ �' ;'� / I WIDTH PER ACHD SD-710C. SIDEWALK MUST BE 6" THICK 0 18.00R 42. �fVC _ - I I / ---- - - 2743.43 TVC BEHIND THROAT. p 4+06.00 a --- ----- _ HQ)' / o b goy O V� �i o m CS = Q r / i i i / �' �V �� PI P� - /77 7- Li P __ _ -- - - H---= P� P� P P1 Pil ,�'� P� P� P� �P� �, I I NOTE: SEE SHEET 9.1 FOR STRIPING PLAN Cq �LOC -2----- -------------- o a - - ---- - - - --- ' Y I o \_ O N R R - 1 �i --- I z 0 � _ - 0 _ 1 12-o)45,2 0 �� 27 __ _ 0 3 i � � , o ' - e 2 0 0 - cR a , � o '� -_- _M j L Qz I + - - - - � - -- - - - � 2+ -i - �- - -♦ =�- - + - _ - + - -- - - H- U L - - - - aol u7 Cf) ~a ----- - --- -_-- - - ----------- -� , --- � co I LL 0 I � // I I I ---------------- --- ----- -- - ---------------------'------ r \ - _ '/ �I -- Z W - --' TOB - - - - _ L ,I I r--r ----�-- ------ TOB ----------------------------------- __-_-___ --� ------ _ TOB TOB Od Tfl6- -� 8+00.00 10.0' 10.0° T�I w I I -- ----- -- - --- - SAND 6+56.02 GC SAND i I I i i I ��i�� =------------------------ - -23.00L LENS 18.00R LENS 1 i ,o Sol aol soi- Boi- ac- - ------------ 9ov CHECK DAM --------- --or-- - --- aol ---------- -- ---- - 10.0' 2743.90 TVC - - - --- - S7AND 7+00.00 6+28.4 LENS -23.00L -23.00E o o 0 1 CHECK DAM CHECK CAM j W W II 06 LL -----------------------------------------------------------/------- � �I 30 0 15 30 60 > j SCALE IN FEET 0 W 1"=30' m z > 275 2751 Q (f) W J W OW � N 274 z N 0o W in2748 N W +N U ONO Q M^2 OMZ U O� ..50 to W +04 +NU •� Q � I1)� WQ •• 0 z O W �= OInQ +N LL ON U N a s "> a > N 2745 V 274 •• V 0.96% N O NWC� �W( >0 OnZ W 4No NW -- -- 2 O W CCDD . AD a FINAL GRADE AT 7Oq ROAD _j 0 0.50% 0.50% N W OJ _ Z.00q 2742 ® _ j 274 N 1.00 1.00% 0 < W -- - EXISTING GRADE \ > 0 w ��-�/ �---- AT ROAD 273 2739 0 W 17 00N Q = Plans Are Accepted For Public V Street Construction DATE: 11-26-2024 273 2736 By stamping and signing the improvement plans, the Registered PROJECT: Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical- RECREATIO PROFILE ly and previously approved by the District in writing. Acceptance SHEET HOR: 1 "=30' of the improvement plans by the District does not relieve the VER: 1 "=3' Registered Engineer of these responsibilities. 3 BY DATE: 27 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+1�733 ADA COUNTY HIGHWAY DISTRICT C� Q oM 1 � KEYNOTES Q 0, Q O c6 MATCH EXIST. CURB, GUTTER, & SIDEWALK V c FIELD VERIFY PRIOR TO CONSTRUCTION LU co O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% ■= Z TO 4% CROSS SLOPE (PER. ACHD SD-806, L SD-301, & SD-303) Z 3O CONSTRUCT VALLEY GUTTER PER ACHD SD-708. = g ®E. VANTAGE POINTS CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C a O n®F cgs [THROAT WIDTH MUST MATCH SIDEWALK WIDTH] 92T cPo� Z W TERRACOTTA 9�F�2� Y� SHALL NOT EXCEED 2q REQUIRE THAT CROSS SLOPES W W NOTE: ADA ON ANY PEDESTRIAN RAMP OR W � SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM Z F 0-1 THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS ■� z o SHALL NOT EXCEED 5.00%. INDEX MAP ANTAPo/N�� cc Z 1"=5 J o NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE WE o WARNING PER ACHD SD-712. - 5OLd NOT USED. t ao w © NOT USED. O CB #1 - INV ELEV: 2743.70 W/ 1' SUMP PER ACHD SD-601, TYPE I. CONST. 16 LF 12" SDR-35 ® 0.63% TO SG TRAP #1 NAL (QP,00=0.74 cfs, QP2s=0.53 cfs) SS��EN3 FNU, ® SEEPAGE BED #1 (PER ACHD BMP 20) & SG TRAP #1. Q� 11/06/2025 SEE DETAIL SHEET 4.15 09 CONSTRUCT MONITORING WELL #1 A PER ACHD SD-627. 202180 SEE DETAIL SHEET 4.15. N� ® CONSTRUCT MONITORING WELL #1B PER ACHD SD-627. O 9 F OF SEE DETAIL SHEET 4.15. �qH B Dv�G 11 NOT USED. CHECKED BY: © CONSTRUCT DRIVEWAY APPROACH W/ 14-FT WIDE THROAT DAVID A. BAILEY P.E. WIDTH PER ACHD SD-710C. SIDEWALK MUST BE 6" THICK DRAWN BY: BEHIND THROAT. KSC NOTE: SEE SHEET 9.1 FOR STRIPING PLAN 11+177.90 9+29.32 8+96.3�-----i �11/ / 12+93.51 \ 18. OR i 18.00R ` 2748.89 TVC 38.00R 38 OaR 2746.61 TVC 2746.61 TVC `'454 11 2749.99 TVC 51.1 FG 49.8 FG 9+49. 2750 1 2747 8+76.32 2751 r7 47.5 FG o. 4 .. 18. -- -- - 0 _ 00TV Z . 051.7 FG OCKv I Pi F ai- Pi Pi Pi ai aim Pi Pi Pi -- ai n / - -- ------- ----- -- 71 _ 48.5 -------- 47. O 3 / 1 46.3 w = __--- 49.4 ---- 1 60.81 - SW SW 4 l dh sw � \ / ,� 3 °° 4 sw a � OR -- a LO 0 -uT ® i I WQ2750.64 TVC) R/W R/" 9 o O N o 14+09.11 lli 13+ 9.36 _o. ' \�� ---------- r 0.96% 0.96% �21.00R / � 1 .53R � - / - 2 2 �J 7 46.03 2 O = W \ 2751.�3 TVC �1l1 2750.7r3 TVC o 4j'� """50.4 - -, - ,48 _ St)�.,z�., F L �St6-w �,2 2 �.,Z + cn z 2 \ V I / O �" SW ��9 z 1 20..,, ..�z � ,z ,2 ,z 00 --- " - ' , RECREA Tl --- A VE < WCn �w Q� - - - - - - - - - - - - - - - - - - - - - - - - - - -- - ,z (J 27 2 _ 50 0 2747 -2746- _--- _ 2745 27 0 27 48 LL O / 10.0- - 10.0 7� 1 Q.0' - 12+00.00 SAND -23.O L SAND ,, -23.O L SAND 9+00.00 2 O ----_ / _ �� 2'j49 p 0 -23.00E LENS LENS LENS -23.00L -23.00E -23.00E z W 9 SAND CHECK DAM CHECK DAM CHECK DAM CHECK DAM o o d LENS 00 N 13+00.00 O0 0 i CHECK E N 0 - -----CHECK DAM 0 � ° 30 0 15 30 60 0 n I,L SCALE IN FEET 0 1"=30' _ 0� > j 275 2757 Q W N O W C.� CO Z z > cn W 0 N x > �275 2754 LLjILLIN W • w < STA: 13+80.00 00 �-- V. w v o /ELEV.- 2750.72 OW W W + 275 M N 2751 0.899; N�� 00 N(3! = Q --�- /^ - FINAL GRADE AT +CY)N +N 3 ^L C ---�� ROAD 0) Q +N N _--- a - QW 274 9�%` __ ~J cn w c-0 Li J 2748 r _ V NW W EXISTING GRADE --- _-__ •967. 0 274 AT ROAD -- - 2745 ® - j LJ 274 2742 0 W th Plans Are Accepted For Public Street Construction DATE: 273 2 11-26-2024739 By stamping and signing the improvement plans, the Registered PROJECT: Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical- REGREATION PROFILE ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the HOR: 1 "=30 VER: 1 "=3' Registered Engineer of these responsibilities. BY DATE: 4o2 27�3 70 14 40 14 10 13 80 13 50 13 20 12 90 12 60 12 30 12 00 11 70 11 40 11 10 10 80 10 50 10 20 9+90 9+60 9+30 9+00 8+70 8+40 8+10 7+8�736 ADA COUNTY HIGHWAY DISTRICT C� Q M 1 o � KEYNOTES Q A CONSTRUCT VALLEY GUTTER PER ACHD SD-708. V N LU CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. �=r. Z I IIII y 03 NOT USED. W Z E 2+65.00 3+38.0 4 Z nl III�'ij -6.00L '0 -6.00L ® NOT USED. = g 2744.04 TVC N2 44.36 TVC1111 ■� a 12 12�12 12-12 12�12 ,2 27 m 5 CB #5N - INV 12741.37 W/ 1' SUMP PER ACHD SD-601, R 44 E. VANTAGE POINTE cgs O TYPE I. CONST. 32 LF 12" C-900 ® 0.63% TO CB #5S o C 9L9 �Po� (QP,00=0.58 cfs, QP25=0.42 cfs) W Z - n n TERRACOTTA rcF y CB #5S - INV IN & OUT El2741.37 W/ 1' SUMP PER W U) S II S S S 5 S �� ACHD SD-601, TYPE I. LY 2+65.00 3+38.00 CONST. 9 LF 12" SDR-35 ® 1.11% TO SG TRAP #5. Z o b Lu 6.00R ,� 0 6.00R F �ANTq �' (QP,00=0.50 cfs, QPzs=0.36 cfs) N� ii 0 � 2744.04 TVC NC14 2744.36 TVC INDEX MAP P�N�`" m �7 SEEPAGE BED #5 (PER ACHD BMP 20) & SG TRAP #5. W w 00 ao 1"=500' o SEE DETAIL SHEET 4.15 J w R w J RV `�" R^" - ® CONSTRUCT MONITORING WELL #5A PER ACHD SD-627. � c� -_____R------ ________________ III -- -`-2744 -- ----_ SEE DETAIL SHEET 4.15. ao w CONSTRUCT TRAFFIC ISLAND O SEE DETAIL SHEETO4.15 WELL #5B PER ACHD SD-627. PLAN VIEW ® NOT USED. CO EN c 1 =30 �� 0i 1© CONSTRUCT DRIVEWAY APPROACH W/ 14-FT WIDE THROAT �� .� 3F0 WIDTH PER ACHD SD-710C. SIDEWALK MUST BE 6" THICK Q 11/06/2025 BEHIND THROAT. 20218 NOTE: SEE SHEET 9.1 FOR STRIPING PLAN "09 F F p� y B. ID RECREATION SEE SHEET 4.1 CHECKED BY: 2+18.00 3+39.71 DAVID A. BAILEY P.E. 1 -29.30E -49.50E �_ __=387�,C DRAWN BY: 2743.43 TVC 1 4+36.29 4+93.50 HP 2+38.00 I -18.20L -18.00E 1 3+36� .28 o I 2744.74 TVC p -29.50L I 2744.48 TVC 1 2743.41 TVC -29.50Eto \ Q`1 2743.83 TVC I 1 5+66.50 CB m= I o 4+39.72 6+85.38 GC -- -- " 1 0 -18.00L -18.00L -18.00L 1 2744.37 TVC _______ ____ F �-I�_-� � 2744.51 TVC -- -- - -274 TVC -_ i IIII - ------ N --- --- _ 9 - e� -- --------------- ------------------ __---------------------------------- ---- P IIII N� �/a Ma Ma ____----- - E.G. I IIIIlam wis; N L)i2+65.00 GC0.�O 27 44 z -29.50EEG. N 0 2743.53 TVC 744 ��2 z�,z�,2 z 2- z , ,z�,z M2�,z Mz�,z o o a0 Hill W VA N TA GE POI N TE 2+00 5 �L0 0 N0 i - - - - - -_ --- - - - - - - _- � - --_ - - �- - _-- -� _--- 2 - ¢ s 2 u7 2 C14 z o s s l l s s s s s s \ --= �174''� �I III 2744 6 2�45 ' \ ,2 00 �v v� o � 2+65.00 GC oyo� io.aox 2 ^ W I III 29.49R 2743.53 TVC �.oi� ull 4.16 � z I � IIII ~ F�LN 11 0 � �V oo,e,o, o R/w ww ww __------` 0 18.00R �O s �� 68.00R 9 GC -----__ r 29 30R 1 0 2 3 1 TVC �L 2 I 2 �0. 7 2744.37 TVC 2744.85 TVC I I 2743.85 TVC - n CC) \ PI PI PI PI PI PI BLOCK 8 BL OCK 9 O N I - _ - PI PI PI PI PI PI _ -�__ __�I _ PI PI PI PI PI -FI Fl- o I I Q +38.00 L 0 �O 9.50R 5+13.49 W I .0' 743.26 TVC 4+36.29 4+93.50 H OF 38.00R 5+46.50 I I 18.20R 2744.74 �V 2744.78 TVC ELSA 2844.73 TVC 30 0 15 30 60 0 I 2+18.00 329.50R 2744.48 TVC SCALE IN FEET 1 SEE SHEET 4.7 I 5 00 I � 49.50R 29.50R 2742.93 TVC 1743.83 TVC ^ 1"=30' RECREATION ` SEE SHEET 4.1 - '1 0 276 2760 V) 0 � > J 2757 2757 Q m W o � z 275 2754 W 0000 W + = j N w 275 N 2751 °a° (j F- w C-4 toto cD °i.z L.L■ 274 O W ao^ 1 rrj�~ / O� �N �N V �j�Q 2748 '� / OQO 0M Q cD� +^ +NO / +N O ^^ Z c+DC, U (D 00 �(D Uin = M� �N 't a Q + +N - W •N C:) 0 �(V +N U MN > QUO QW I j an �A� d J� W +N1= N W � HJ Nf�2 J a QW 3: (nW0 � 0 0 Q W FINAL GRADE AT N W (n W J O 274 N NWLU a NN HJ X (~nW ROAD (n (nW J --04 - J ••J N 0.43% - .50% O. 8% 2745 -0.50%W 0.4 % 50 - ® j W NW O, 3% __ I ' I 2.00% �09 200 ---- - -- %- -- - - ----- ----- -/� u.1 -- - o > / EXISTING GRADE 2742 0 W 274 -- AT OAD � \� \STA: 2+20.00 ELEV: 2742.76 12" C-900 STORM DRAT Plans Are Accepted For Public Street Construction DATE: 273 2739 11-26-2024 By stamping and signing the improvement plans, the Registered PROJECT• VANTAGE P01 NTE PROFILE Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical- H R: 1 = ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the 1)= > Registered Engineer of these responsibilities. ER: 1 7 BY DATE: 4o3 -I20 1 +50 1 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+ 0 36 ADA COUNTY HIGHWAY DISTRICT Q _M E O � KEYNOTES CO OctNI 45 \ /\ O CONSTRUCT VALLEY GUTTER PER ACHD SD-708. `� V N e o 32 - CO* 8+68.80 HP \ = C'"3 w _ -18.00E 9+00.38 02 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C ■� Z 2745.67 TVC -18.0OL (THROAT WIDTH MUST MATCH SIDEWALK WIDTH) L ^� 34 2745.53 TVC 03 CONST. 5-FT WIDE MEANDERING PATHWAY AS SHOWN PER Z O 33 9+19.64 ISPWC SD-709. VERIFY CONST. W/ LANDSCAPE PLAN. a +98.67 GC � 18.001- -37.93L NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES ■yIIIIIIIIIIIIIIIIII�� a�� 2 $ 4 TVC 2745.57 TVC CD SF`�C�O E. VANTAGEPGIN SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR W�/ - C� F SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM o S,S ��QO 92r THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS W Z w \ � \ T _ ; ERRACOTTA 9�F� SHALL NOT EXCEED 5.00%. D W \\�\\ `\ o x y� y� W cn 2 N A9 �� NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE W d WARNING PER ACHD SD-712. Z o � ■IIIIIIIIIIIIIIIIIII � w e vq c° 1/ O 2 NOT USED. CQ'� INDEX MAP NTAP�"mow ® Z \ 2 " W W CO 4 1"=500' o O CB #6N - INV ELEV: 2741.38 W/ 1' SUMP PER ACHD SD-601, \ \ TYPE I. CONST. 32 LF 12" C-900 ® 0.63% TO CB #6S ui J \ (QP,00=1.77 cfs, QP25=1.27 cfs) ♦♦�♦♦ ao q 00 w 1 9+52.64 © CB #6S - CONST. PER ACHD SD-601, TYPE I. O o -38.00E INV IN (12"): 2741.18 2745.51 TVC \ INV OUT (15"): 2740.93 T 2745 2 CONST. 18 LF 15" SDR-35 ® 0.56% TO SG TRAP #6. S�pNAL FN x (QP,00=0.74 cfs, QP25=0.53 cfs) ENS F�1, 8+68.80 H 18.00 \ 0 SEEPAGE BED #6 (PER ACHD BMP 20) & SG TRAP #6. Q� 11/06/2025 2745.65 TVC 2 ` 9 5 °s� 0• \ SEE DETAIL SHEET 4.15 R20.0' R9s o0 \ 2 20218 ® CONSTRUCT MONITORING WELL #6A PER ACHD SD-627. N� O +9818.00R 5 \ 4 SEE DETAIL SHEET 4.15. 2 ,�, 2� \ 9+72.64 GC \ O F OF \O 745.54 TVC ¢$ QS \ �� -18.00L 09 CONSTRUCT MONITORING WELL #6B PER ACHD SD-627. ti GP 1 0 9+19.64 Ss \ \ `� 2745.13 TVC SEE DETAIL SHEET 4.15. 38.08R ` 2745.57 TVC 1 A� \ ® NOT USED. \ � CHECKED BY: 1© CONSTRUCT MONITORING WELL #8A PER ACHD SD-627. DAVID A. BAILEY P.E. � A SEE DETAIL SHEET 4.15. DRAWN BY: CONSTRUCT MONITORING WELL #8B PER ACHD SD-627. N 2\\\ \ 2 �\\\\ Q' O SEE DETAIL SHEET 4.15. NOT USED. c � 7 ® CONSTRUCT DRIVEWAY APPROACH W/ 14-FT WIDE THROAT WIDTH PER ACHD SD-710C. SIDEWALK MUST BE 6" THICK T 6+52.64 �` `� \v" `� BEHIND THROAT. 38.00R `� `� � `� 2745.51 TVC CONST. 14-FT WIDE GRAVEL ACCESS PAD AS SHOWN. STA 15+80.00 ® SEE DETAIL SHEET 5.1. MATCH SHEET 4.5 0 9+72.�,4 GC 18.00R \� 1 \ NOTE: SEE SHEET 9.1 FOR STRIPING PLAN � z � z 2745.13 TVC� `�\ �x `� \ 11+40.23 CB 9 �� e F N `� -18.00E OO � a 2744.38 TVC 14_ 6� j; _ v W o . 5 CO(� w � a N 6 �� O - ------ �\ �\ \ SRO• ¢ 15+36.99 HP __ � z 11+40.23 CB ©` ��3o�9q s 46.16 OTVC 18.00R �� ` 2 0.62% 13+57.6 s 15 2744.38 TVC O 9 P --- W 45.36 TVC s s PI _ S WELL LOT/ \ �� 2 ---- - -------------- -- ---L------------ ---------------------- • BOOSTER STATION ® ' _ LL 0 � W 0 0 Z , z z z 2 o w \ O 2 �V 2 �ry2 00 w + 'Nr O O L0 C Ii -- g 27 -- PI_PI PI_pl pl pl pl �\ 13+57.61 30 60 15+36.99 HP 30 0 15 0 2745. 18.0OR > I 2745.36 TVC 2746.16 TVC J SCALE IN FEET - 1"=30' Q W m 2754 2754 W J 0. W 275 2751 00 w Q �o CD Q 0 co co Z_ rn = cfl� O '�Q NNO +r + O U PO^ U N� M 00 Q CO CV I..L 274 00 + N Q +N N " 2748 Q "AJ Q .� w Q 0 w �� H� � Qw V o +� z I . I (n 2 (~ NWC HJ< N5 (WW2 N W N W C9 Q W FINAL GRADE AT -0.45% -0.45% -0.55% O ROAD 0 -0.55 NW 0.45% --- - --- ----- --- ---- ----- - _- - 274 745 /- ---- - -- - ® - j LO < Li M AT EXISROAD TING ADE O > 0 W 274 � � , p � Plans Are, AcceptedFor Public 00 �'-� 00 W 12y -900 Str et Construction W + = STORM DRAIN + (_ By stamping and igning the improvem nt plans, the Regist red DATE: Engineer ensures the District that the pl ns conform to all Dis rict 1 1-26-2024 273 po Icies an s an r s. ariances or w ivers muste sped a- 2739 PROJECT: Q = ly and previously c pproved by the Distri t in writing. Acceptance Q U C2023-001 VANTAGE P O I NTE P R FILE of the improveme t plans by the Dist ict does not relieve the 11-- " Registered Engine r of these respor ilities. V/ SHEET Q HOR: =30 V E R: 1 =3' BY DATE: ADA COUNTY HIGHWAY DISTRICT 273 +80 8+10 8+40 8+70 9+00 9+30 940 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 10 14 40 14 70 15 00 15 30 15 60 15 90 16 ?��36 C� Q oM 1 � KEYNOTES Q 0, O CONSTRUCT VALLEY GUTTER PER ACHD SD-708. C, cC.r � T JLU N 02 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C [THROAT Zco WIDTH MUST MATCH SIDEWALK WIDTH] Z NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES Q� SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM ■= a E. VANTAGE PGINTE THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS O SHALL NOT EXCEED 5.00%. �A\ Z L -♦ n® 92r 'Pow LJ ♦ _ NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE W W P WARNING PER ACHD SD-712. ►� LW � TERRACOTTA �2 _1fif1 .Z� @__ ` A' -18.00E � �- - �- �� rn ,� NOT USED. � Z_ o 745.80 TVC `♦ d `♦` 19+29.64 w e vgN,q ga p co --- ----- ------ --- -- - -------- _ _ --- ------ ----- -- - - ` -F P1„` pi- - DE A �Pa"'�w NOT USED. co co ----- ----- s --- -----s ---- -- -- ♦ C �, W oMo 39 02L Z - IN X MAP ` -�_ _` ♦ �� ♦` 2747.49 TV Q) 0 5 CB #8S - INV ELEV: 2742.80 W/ 1' SUMP PER ACHD SD-601, LU > o ------------- _ - --------_�_-- `♦\38„� `♦ 19+08.30 GC L" s EST 1 =500 TYPE I. CONST. 32 LF 12" C-900 ® 0.63% TO CB #8N w _ \ `♦♦ -----___ `� `♦� -18.00L T I EF S �FFTT (QP,00=0.81 cfs, QP25=0.58 cfs) ui - ♦ ---_ `� \ ♦` 2747.11 TVC �\ HEFT E to 0o 9 � s ♦ 18+89.73 N 4. 1� © CB #8N - INV IN & OUT ELEV: 2742.60 W/ 1' SUMP PER ACHD 00 w `� �� _ SD-601, TYPE I. CONST. 20 LF 12" SDR-35 ® 0.50% TO SG TRAP #8 1 8.00L 00 w 2 - 2 ,2 ``� ♦`Z747.03 TVC N (QP,00=1.43 cfs, QP25-1.02 cfs) `n \ `� `/ � 07 SEEPAGE BED #8 (PER ACHD BMP 20) & SG TRAP #8. S�QNAL FN + - ♦, s 6 c SEE DETAIL SHEET 4.15 �,S ai � DENS _ \\ ♦ ♦ _ ® NOT USED. ®_: ,\ ♦` s �� - O "J O9 CONSTRUCT DRIVEWAY APPROACH W/ 14-FT WIDE THROAT 20218 2�4 � \ `� ♦` / O WIDTH PER ACHD SD-710C. SIDEWALK MUST BE 6" THICK N� 6 0 ` _ g BEHIND THROAT. � '�wa � �`♦ ♦♦` �?� 0 2 Pr NOTE: SEE SHEET 9.1 FOR STRIPING PLAN �M/a ` ♦ --- 19+92.83 B. 16+18.79 CB wa \�� `♦ 39.62L 18.00R K,a � `♦ a; \\ 2747.69 TVC 2745.80 TVC �/ \ `♦ \ CHECKED BY: o ` �/1 '�+� `♦♦ DAVID A. BAILEY P.E. `♦♦ "�" `�'�♦`� v �� 20+13.17 GC DRAWN BY: , � ` 1 oo s 37� 2 R20'CO -18.00L 2747.69 TVC20+20.39 5 ♦\ `� ♦ � �_, -18.00E `♦` 44 `♦` i 0.`�♦ 2747.72 TVC\ `�♦ 1 20+80.39 6 z r 18.00L O �°' `� e �`♦ �� 0:�� F C 5 _ 2747.97 TVC �`� \ �` S00 21+40.39 22+00.39 18.00L -18.00L O ^� o� , 2748.22 TVC 2748.47 TVC s � Rom:\ ,Q 23+80.39 `` `♦♦ ` ti� z UC -18.00L p `♦♦ ♦`` s - � z ` OC 2749.19 TVC n r - _ _ ♦ 23+76.26 HP rx 18+89.73 ♦ 18.00L w = 18.00R `� `♦` s\S 2 r\ 22+60.39 2749.21 TVC o Q �� s _ z 2748 2747.03 TVC ♦♦ ♦` 18.00L U')\ 2748.73 TVC 23+20.39 W Q 4 ♦ ♦ _ 19+08.30 GC ♦`♦` `� z F 18.00L N o N 18.00R 20+13.17 GC s - ^ -_ 2748.98 TVC > 2747.11 TVC `♦ `♦ 18.00R z \GF`♦ `♦♦ 2747.69 TVC �--- �SN\ � ��-_ 72 `♦ ♦`♦ M `v s \ ? (0 �`� �`♦� s 2 749 0 LL z W `v 0 0 `♦ QZ 23+76.26 HP- ♦♦ �`� `♦` 18.00R Z `� ♦♦ 2749.21 TVC n V) 0 30 0 15 30 60 > j SCALE IN FEET Q W 1"=30' m 275 2754 W to N N� Z ^O Q OC9 MND W OZ N Il 275 = N z •^ = a W 2751 U 01� Q �'* w ^ U Hk (n W= CDQ +� V 0)Na ui - 06 ' \ WILLIAMS a)N W N •> Q FINAL GRADE AT PIPELINE O Q W Lw J W ROAD Z EASEMENT Q W a H J CD 4-4 W O .42% L.L 274 cn w cl 0.55% - -- - 2748 < r 3 - - 0.55% - - --- - - -- - - - - --- - - - -- - - -- - - - - - -- - - --- - - - - - - - - - - - - -- - ---- - - I . I N O 0.45% - - - L.IJ _ _ -- 0 _ - - EXISTING GRADE - AT ROAD � 274 CO 2745 ® _ j .44- 12" C 900 00 W STORM DRAIN \ / O � OW / LL 274 • II_ O 2742 W 0 00 W Plans Are Accepte For Public -q- ( + = Street Construction N LOU _ Z T By stamping and signing the improvement plans, the Registered U DATE' 273 = Engineer ensures tie District that the plans conform to all Dis rict ~ ~ 1 1-26-2024 2739 ly and previously pproved by the Distri t in writing. Accept nce PROJECT: N Q VANTAGE PO I NTE PROFILE of the improvem nt plans by the District does not relieve the C2023-001 c u R: ))= 0 Registered Engineer of these responsibilities. SHEET I I BY DATE: ER: 1 T ADA COUNTY HIGHWAY DISTRICT s5 273 60 15 90 16 20 16 50 16 80 17 10 17 40 17 70 18 00 18 30 18 60 18 90 19 20 19 50 19 80 20 10 20 40 20 70 21 00 21 30 21 60 21 90 22 20 22 50 22 80 23 10 23 40 23 70 24 00 24 W6 M 1 p � 29+09.07 II I II I I IQ -6.00L I I KEYNOTES cp 2751.96 TVC - J •� 00 v, ` 28+64.07 1O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% V N m ` -6.00L / 11 IIII TO 4% CROSS SLOPE (PER. ACHD SD-806, T ` 2751.04 TVC SD-301, & SD-303) �=7- co Z - ---�7 o I I 2 CONSTRUCT VALLEY GUTTER PER ACHD SD-708. 4) Z _______-____I�_-�/ i 4 00 03 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C I \ [SIDEWALK WIDTH MUST MATCH THROAT WIDTH] 0 = a ■� IIII \ E. VANTAGE POINTS NOT USED. hI 0 IIII hI 9�qo f P , 0 ZLO NOT USED. 0. RACOTTA� W �z ,2 , 2 z CB #10N - INV ELEV: 2744.86 W/ 1' SUMP PER ACHD SD-601,� 11 TYPE I. CONST. 32 LF 12" C-900 ® 0.63% TO CB #10S W I Zo /� /a / / i (QP,00=2.27 cfs, QPzs=1.63 cfs) ■� w - I I N °' // ' i I �� i I INDEX MAP N 7 CB #10S - CONST. PER ACHD SD-601, TYPE I W/ 1' SUMP. Z Ix n ='� s I o W _ u � I a INV IN (12"): 2744.66 W p I 1 =500 INV OUT (15"): 2744.41 -', +O 07 CONST. 9 LF 15" SDR-35 01.11% TO SG TRAP #10 w - JI41 �! / / // ` ao U` 6,0 -=_IIII-'I> i I (QP,00=0.67 cfs, QPss=0.48 cfs) w 2759.83 TVC SEEPAGE BED #10 (PER ACHD BMP 20) & SG TRAP #10. _ I 28+64.0'/ - _ _--- 6.00R "� -----=rt111 ` I, 09 CONSTRUCT MONITORING WELL #10A PER ACHD S�pNAL FN O 2751.02 TVC ---}-- L ------ SD-627. SEE DETAIL SHEET 4.15. ��S ENS ® CONSTRUCT MONITORING WELL #10B PER ACHD Q 40 11/06/2025 O TRAFFIC ISLAND SD-627. SEE DETAIL SHEET 4.15. PLAN VIEW �202 80 ROUSE1"=30' NOTE: SEE SHEET 9.1 FOR STRIPING PLAN "p 9 F OFp SEE SHEET 4 12 y B. pv�C'P 00 ` 24+40.39 18.00L ---- I O -18.00E 25+29.16 - - 29+30 0 \ CHECKED BY: 29+30.07 -52:502�, �\��\�\� \\��` DAVID A. BAILEY P.E. 2748.83 TVC -39.94L O 2 -32.50L 2753.27 TVC \ \ `\ \` y 2748.45 TVC I 2752.41 TVC \ \ \ \ \ \ \ i EAGLE RD DRAWN BY: O \ - KSC 28+64.07 ` ` ` \ I I 'I� I SEE SHEET 4.13 25+Q9.01 GC -- 26+10.67 CB �� 2750.54 TVC v�v I I li li Ih II �18.00L j p 2748.42 jVC -18.00E III I 25+67.25 2747.86 TVC 28+44.52 00� \\` N I -39.48E A\ -25.25E 29+10.07 GC + �,,- 0 3 26+88.28 GC b v 2748.38 TVC ,---_ -18.00E �� 2750.44 TVC w -32.50E l l N 25+90.16 2748.25 TVC o 2752.05 TVC m 18.00E ` � 28+24.96 GC_ � � ------- -- -� I I�� I 3 0 W � v I a LJ47.97 TVC -18.00E o � V r � � IIII I I I I I ti �82 ---- -----�1 --_--- -- - \\------------- ------------ ---I I 2750.01 ---------- L-- - \ 750 01 TVC 4 00 3. q 1. �/ \ IIII II ^ III III I I I / I I I I I -12 I - � i � �� z t z z �� z z wiz w�i�y z wiz I I III I I 11 I I I U DRrO----� A� - �� I I I I - B ro +a 3 -0 6 2�q8 o ti� o , a -� 274 s �.. - - - -� H - - - hI - -N- _ ;� 1' � EDR EDR - 70& - a r s 7 c0 O N �n s s M sL IIII�� _ - s s s �� I I s s EDR EDR ------ I I Q r r 1 II o I I W \ z -� �j O � d 25+09.01 GC T�, \\\\\ - --- - - --tom /i,8d -- �S I ' I 18.0OR EDR EDR r° \\ -� O- ___--__ - ---\-k----- -- ------ -� \ - - 5 uu 2748.42 TVC 25+27.31 - ---- 18.00R EDR eoR -- -\\\ _ 28+24.96 GC o r - 18.00R o 2748.32 TVC e -_ - - oa- - 2750.01 TVC o --- -� -- --- +30. ` I N • L O EDR ES --- - roe' -�, - \-_ -��`----- -9 \� I ---- - oP\ �� - _ - 28+44.52 32.50R M ----- $ - ��.�� - _; `� 25.25R 2751.73 TVC ` I r0e' - - 2750.44 TVC26+10.67 CB \ �`Lp' I 5+100 I ' I -EDR EDR ---\ - ,-- ,\\--_`` Pi -ai- ---P-----,ai =1 29+50.07 \ I I 0 18.00R - oe ,�,�, - \, -- -------------ems*� 07 ----- _ z o _- I 30 0 15 30 60 2747.86 TVC 26+88.28 GC ----- -_- \\- --\\ _,� -----3-2_�O_R ---- -- - -Z5-�.-O TV_�I I 18.00R --eD EDR roe�\ --- `17,50.54 2748.25 TVC - �-�\ ,, R,�, ;;\ ,\2 , `,\ I EAGLE RD SCALE IN FEET 7 1 -30 L SEE SHEET 4.13 n LL O 276 2760 V) 0 � > J 2757 �� ^ 0 2757 Q o�Z W 04 LO m \ N(tn W )C4w NN= - > 275 Z w "�,," 2754 (0 zN� CVO +^ QjMZ M to ~ N� 0 NN W \ el j MN 000Q (0V o6 . Z ..50 W N 275 Q W C4 W N N I� Z N N FINAL GRADE AT 2751 f1 W >0 N 0 N p W ROAD Q Q (nWo NW 1.29r -0.60% N � �W � -0.55% 0.50% 2748 274 -o. 5%- _ - - ---- - _ __-- - - _-- - ---- EXISTING GRADE I . I -- -- ---- ---- ----- AT ROAD � W 12" C 900 � 0 STORMDRAIN 274 2745 Q J j O � W O Q. L > Ow 274 O 2742 O W � � �- N N Q U Plans Are Accepted For Public Street Construction DATE: 11-26-2024 273 2739 By stamping and signing the improvement plans, the Registered PROJECT' VANTAGE P O I NTE PROFILE Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical- „ , ly and previously approved by the District in writing. Acceptance SHEET HR: 1 = 0 of the improvement plans by the District does not relieve the ER: 1 1 Registered Engineer of these responsibilities. BY DATE: s6 27 70 24100 24130 24160 24190 25120 25150 25180 26110 26140 26 70 27 00 27 30 27 60 270 28 20 28 50 28 80 29 10 29 40 29 70 30 4036 ADA COUNTY HIGHWAY DISTRICT KEYNOTES Q M E 0 (D CONST. 5-FT TRANSITION FROM VERTICAL CURB TO ROLLED CURB AS N T SHOWN. � w a? co ■� Z � Z NOTE: SEE SHEET 9.1 FOR STRIPING PLAN g •= a E. VA E POl L P y 92T9C L 0 0 7ER TTA F ` W U) � 0 W d � ■�evgN c° cc pLOUco rq�E'PO/NVF- � a INDEX MAP `" W W 0 1"=500' o � - _j w C� CO w VANTAGE POINTE a e 3+81.46 TERRACOTTA SEE SHEET 4.3 2+18.01 -36.57E SEE SHEET 4.8 _ .3 TVC 07 316150E 2743.65 TRC ��S�oNAL 2744 Fiyc r 6 00 2+38.01 2743.69 TRC I � \.�G E NS 11/06/2025 N- II -16.50L 3 I , 2744.73 TVC 20218 p I p 3+49.60 GC O. -- N9� 2+50.00 GC p -16.50L -16.50L O� I �► i ��. 2744.66 TRC 2743.78 TRC 3 v0 F OF Q 2+60.00 HP I I " -16.50L O I 2744.70 TRC I I �3 CHECKED BY: + DAVID A. BAILEY P.E. 5+00 DRAWN BY: 0.72% w I KSC I I - uu al - - - - W - o� , S ESA _ M� co I O I S. ""� °0, � NM�+.!'�� /� fO J S S V 5- S�I,IN S S S I 1 IIII Gl r1 KK �i` � IIII y ` 1.11% �o •�I I N I be a O R/W R/V1 R/W o 2+60.00 HIP I I0 274 . 0 TRC 1 I . 2+50.00 GC 3+49.60 GC o 1 ~ I z ll I % 16.50R 2 3.78 TRC ; F I N I , 744.66 TRC Q N 3 a j 2+38.01 _ 3+81.73 N 1 t 16.50R 3+61.73 36.43R I 1 2744.78 TVC 16.50R 2743.29 TRC a 36.5OR TERRACOTTA w a Q I i S 2744.74 TVC SEE SHEET 4.8 N o �* O 0:: z VANTAGE POINTE U SEE SHEET 4.3 Q W m d 30 0 15 30 60 J SCALE IN FEET Z 1"=30' LL 0 2757 2757 0 z W Z LL 275 0 2754 - V) 0 2751- � > J 2751 w W z w O � Z�� o z 274 ; o c6'w +N CO z �, 2748 +RN +n N w STA: 2+60. 0 = c(c N o6 w) O v , W z N \ +N > ELEV: 2744.78 +r M M a,* c� HIGH POINT K)N 00 +N a > aw \ > �041 �� w +^ M �1 N I j \ N W N W FINAL GRADE AT Q W a M N L n W 274 \ 1 AnOfl I ROAD ;W 011 �� 2745 L.L -2, 0 e 2.00% 1.03%. N W v 2.00 0 2 0% STA: 2+20.00- -- --- - -- -_-- -- -- - - 274 ELEV. 2744.14 2742 00, EXISTING GRADE STA: 3+79.60 AT ROAD W ELEV. 2743.26 J 0 273 2739 ® J j Q W > 273 2736 0 W Plans Are Accepted For Public Street Construction DATE: 273 2733 11-26-2024 By stamping and signing the improvement plans, the Registered PROJECT' E LSA S IT PROFILE Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical- H0 R. _ ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the VE R: 1 3' Registered Engineer of these responsibilities. 273 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+ a30 BYADA COUNTY HIGHWAY DISTRICT DATE: • Q O E KEYNOTES MENEM 7 _ 00 Q 0 1O CONSTRUCT VALLEY GUTTER PER ACHD SD-708. N T O CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED = Z W co CURB. SEE DETAIL SHEET 4.14. �� Z 3O CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD z SD-712G. _ NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES M� a E. VANrAGE POWE , SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR ` SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM = Z w THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS W j TERRACOTTA SHALL NOT EXCEED 5.00%. > W cn NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE 40 [Y_ MENEM Z in WARNING PER ACHD SD-712. .ENEM - o INDEX MAP ANTAP�"mow ® NOT USED. z W wCO2, 1"=500' o O NOT USED. J © CB #4N - INV Ell 2739.96 W/ 1' SUMP PER ACHD SD-604A, " a TYPE IV. CONST. 29 LF 12" C-900 ® 0.69% TO CB #4S. 00 W (QP,00=1.96 cfs, QP25=1.41 cfs) O CB #4S - CONST. PER ACHD SD-604A, TYPE IV WITH 1' SUMP. INV IN (12"):2739.76 S�pNAL FN INV OUT (15"):2739.51 ��S GENS CONST. 1 LF 15" SDR-35 TYPE ® 5.00% TO SG TRAP #4. p �� (QP,00=0.94 cfs, QP2s=0.68 cfs) Q� 11/06/2025 ® SEEPAGE BED #4 (PER ACHD BMP 20) & SG TRAP #4. 20218 SEE DETAIL SHEET 4.15. 00 CONSTRUCT MONITORING WELL #4A PER ACHD SD-627. 0 9 F OF / r 5 \J SEE DETAIL SHEET 4.15. y B pv�G �J CONSTRUCT MONITORING WELL #46 PER ACHD SD-627. N O SEE DETAIL SHEET 4.15. 11 CHECKED BY: O 8 9 10 O 3 4 5 6 7 8 9 1 0 DAVID A. BAILEY P.E. O O O ELSA ST O O O O O O O NOTE. SEE SHEET 9.1 FOR STRIPING PLAN DRAWN BY: SEE SHEET 4.7 U U KSC r 0') U c0J0 (0 n/w 0(0 yw /w n(nWrwj r r j f + r � 00,J(D I� (0 0_ 00 U (D0( U U 0� �O� (n U ��I (0_j (DJIC) Ol�MM tC Uj� � I-,0D ND �J0 Ln + + rj OmJU CnJU CnJ O)JU UJU (DO (DO U0of 0�nDl o0 +� OJ(tD O�0 It T N PO OCC (DOQ (D U)T + + U U U U U U Ln &R,'M Ln I N 0 0 mN 6NCD 00(0 (2 r,( rn - � 3+20.02 � �N o N 8n _ r OJCn OJC OJo OJN OJ(n OJ(.0 w � C4 ' ro -71.65E (D N N + t -0r� 7000 700 -O- -ON 70r) �2 43.55 TRC + ri(n r'i 0)Ll?r LnLl?4 rP4 m'n4 riUn4 ro N N c0 `)c0 0 c0� _ +-I- +-I- r- +-I2Ln I N Ln I N o�N +sN (.0 TN� � 9s � a/w 3.8. w3+09.80 i / / -80.74E �X�O Q 21A� 9 2743.78 TRC o.50% r 0 A9 O O W W W W W W W W W W W W W QQ W W W W W� F o• � s o_ �0 6 0 �0 3 98 1 0 0 2 00 _ i 2+98.37 HP 6' - - 0 - - - = - - - - � - - - � - - - �- - - � - A� (n o -80.02E N 89 ,t 6.3' 6.0' 6.0 � (D w = co s s s s s s s s s��s s s s s s s�� 6 Q 744.02 TRC o 7 11 27 1M0 � 0O / 11ERRA T 6.0 I 6.0 6.0' I 9 - - a 716+.7540.RS4 4- �w \04N 2+96.83 O O - 2744.90 RC N -79.06L /w 7+27.04 GC 16 50R 7 La z \ 2744.00 TRC O 5.0 3 0 oc o 16.50R 2+86.80 g5% 1 3 g �----3 .0' 3 .2 �2 8' -3 0 �3 .0'� 2 .0'� ~ 2744.68 C -67.41L -0 �Op of W Vm0 LmM 2744.48 RC 2743.88 TRC g�° m (� U c)mc) o ) �04 � (C Of ~w Cn CD � mo o c+D(flyN c+D(flyN I+(o (7! 1- 0 (D -0 000 N04O 00 ch (D O N«n O rr Cy) _�� 00 LI) N_ + O� j ffN r +(p I- - NO rw f Ln rn �u7� (n� �n� �0_N NO +(ply r) + (n N cON p \ _-- __0.56% r)�N (6 (0�°N �O't +fir ��N U' � (n N - o I 3+44.52 'tc°N �-N N LL M'a f 0 16.50R 2 -+ 33 006 I 27 2 TRC 3 4 5 6 7 8 9 10 11 12 13 14 -^� O O O O O O O O O O O O z W O 2743.70 TRC 0 +` J 20• 2+83.50 0 O P 16.50R S 2743.47 TRC 2+48.36 GC 1 I 2+48.36 GC - Z -16.50E 16.50R 2+10.00 2743.70 TRC 0 2743.70 TRC E 27Q43.85 85 10 TRC 1 > 16. 0R p BLOCK (> _ - I O 2743 85 TRC LOCK 7 _ _ _BL CK _ 7 V) P. - PI - PI - --PI-- -- PI - - PI J 2+00 >30 0 15 30 60 VVV - SCALE IN FEET M 1"=30' z > 2751 751 Q W z j_ < W 274 oM M� z �,�� `� ^Kia +^04 � 2748 V NN NNW colH +NU NQ NNW QWa - p ^ Z U) o H J Q W Q W Q M N O Wp •• J Q I j a FINAL GRADE AT W 0 L.L N W H J .. Q W a J ROAD W t-J 89% 274 j O V)W c� 280 L 18 2745 0 -0.40% N W J ® 0.0 % 0.40% 0.50% 0.50% W 0.66% 0.40% - - - - - - - - - - -- --- - - - - - - - --- _j 0 ~� - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - J 274 ` \ .3' 6.0' 6.0' 6.0' 0 0' 6.0' EXISTING GRADE 0 2742 - j \\ 1 \r 12" -900 15.0' _30. '- 30.2'- 29.8'- 30 30.0, 0.0 25.0'� AT ROAD W e STORM DRAIN O Q - - - - - O H > p W 273 2739 0 W I~ •0' 5.0'� 5.0' 5.0'- 5.0' 5.0'-� 5.0' PERF PIPE, TYP pb N 5.0'-� 5•0' 5.0'- { 1-5•0' 5. '-� I~ Plans Are Accepted For Public PIPE, TYPLL U Street Construction DATE: 273 2736 By stamping ana 11-26-2024 signing the improvement plans, the Registered PROJECT: E AC OTTA C O C O W P FILE policies ensures the District that the plans conform to all District C2023-001 and standards. Variances or waivers must be sp eciflca- ly and previously approved by the District in writing. Acceptance SHEET HR: 1 = 0 of the improvement plans by the District does not relieve tre Registered Engineer of these responsibilities. 273 VER: 1 _ 33 27 BY DA E +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+r0 ADa cou vrY HICHwAY DISTRICT C� Q M E o � 27 = U Q � KEYNOTES Q co c 01 CONST. 5-FT TRANSITION FROM ROLLED CURB TO VERTICAL CURB '� V N AS SHOWN. LU 29 26 10+88.55 HP 2 NOT USED. Z ~ 16.50R 0 L �� Qp 2746.11 TRC O CB #7N - INV El2742.05 W/ 1' SUMP PER ACHD SD-604A, Z TYPE IV. CONST. 29 LF 12" C-900 ® 0.69% TO CB #7S. _ px o� (QP,00=1.14 cfs, QPz--0.82 cfs) a 10+88.55 HP M� 30 �� -16.50L �// E. VANTAGE POINTE c ® CB #7S - INV IN & OUT El2741.85 W/ 1' SUMP PER CD xD 28 2746.11 TRC ` O F ACHD SD-604A, TYPE IV. CONST. 1 112 SDR-35 ® 5.00% _ m TO SG TRAP #7. W Z w CQ�j Q A a �GT o� �o s�9'6' �c srs9�6S?� 2 / g TERRACOTTA 0 RS \,x�j T�oC T of O T o y� ay (QPioo=0.63 cfs, QPzs=0.45 cfs) .c� W � a 31 �9 ss's� c ��' v 5Q SEEPAGE BED #7 (PER ACHD BMP 20) & SG TRAP #7. Z o V SEE DETAIL SHEET 4.15. ■E 74cc z /R w �� 23 INDEX MAP �`" R © CONSTRUCT MONITORING WELL #7A PER ACHD SD-627. W w �� o�pp� 1"=500' o SEE DETAIL SHEET 4.15. > o - - 9+49.97 GC 32 ,�S �,x0� 2746 `��a°pp' G ui -16.50E 6 S _ W '� `� �� 7O CONSTRUCT MONITORING WELL #76 PER ACHD SD-627. �_ w 6 w 2745.44 TRC �T�ol W o �xhpp�l 22 SEE DETAIL SHEET 4.15. � a C' p �`�'�`� ® NOT USED. �..� ao w 33 ' 2j 9x 9+37.91 S6 �X�co � 21 Q9 CONST. DRIVEWAY APPROACH W/ 14-FT WIDE THROAT WIDTH PER ANAL -16.50L �p � "" ;1�� ACHD SD-7106. SIDEWALK MUST BE 6° THICK BEHIND THROAT. �55� FNC/ 2745.57 TVC � � � � �s � ��C, E N SFO w O• '�" ,�4� p� CONST. DRIVEWAY APPROACH W 25-FT WIDE THROAT WIDTH PER p ® / Q. 11/06/2025 o ,oX�� \ �p1' 7 ^'��`- ACHD SD-710B. SIDEWALK MUST BE 6" THICK BEHIND THROAT. 20218 04 5 01 GC 07 6 11+ . s 19 NOTE: SEE SHEET 9.1 FOR STRIPING PLAN G F OF P Q / / \ o ti G 16.50R X \ � q � 2746.01 TRC 10+28.47 GC s ph �G �y 16.5oR \�O\ x�p�p�� 18 CHECKED BY: 9+17.91 z�` �� e� 16. 5.79 TRC k o p G DAVID A. BAILEY P.E. 45.53 C Op os� 06 / 11+39.01 O' �CO h DRAWN BY: ss 16.50R 1� KSC 2745.87 TRC 11+65.01 2745 9+49.97 GC 16.50R A 16.50R 2745.75 TRCO' �� `Lx 8+81.88 2745.44 TRC '�d tK -37.01E °S z 116 50R 7 TVC O 11+91.01 \2745.54 �s' 9 °s� .0 � ` �� o� p 2745.51 TVC 16.50R O C, 13+43.03 R 20.0' g� O s.O� to x h pR> s 2745.63 TRC �� 0'�• -16.50L 8+61.89 ' 8+49.97 GC -16.50L �di. 2�¢ � �, 9+17.97 ��p�� 2745.19 TRC 2745.57 TVC $ .S 36.50R 12+23.01 1 -16.50E ��s� 2745.13 TVC 2745.44 TRC � 16.50R 8+40.00 HP 1 ��^1• 2745.49 TRC s pp p<; 13+45.83 z -16.50L O -16.50L 0 2745.49 TRC p0 � 3 +� 2745.20 TRC 12+55.01 �14 14 O 2745.34 TRC �Lp 13+57.35 a o A 6 -23.18E 12+81.01 n 0, 16.500RR O 2745.29 T a , � � \ 13+65.36 W a 2745.23 TRC 5 �� ' 33.66E . _ 13 cn o �9 s� 9 k ' 2745.36 C Dc 13+07.01 p.0' tid La o �x 16.50R RZ z 8+61.97 8+81.97 �, lv� 2745.11 TRC 13+46.34 � �Fj �� / - �' 16.50R �.50R �PQD 26.51 R Lj 2745.51 TVC 2�15.13 TVC JP�� O 13+5013 2745.22 RC 1 2 W � 8+49.97 GC", � 13+19.58 CB � 31.11 R 1 48$583 16.50R �� 16.50R 2745.26 TRC 2745.52 TRC Y 2745.44 TRC �� 2745.05 TRC I 8+40.00 HP �� • 16.50R 14 00 2745.49 TRC 0 14+04.46 -49.52L 2745.62 T Z 14+25.24 0j -41.65L C__ 10 sus �soo, e Z s 14+47.57 n F� 0.s2� 0. 0 0. �p 0- � _ e a�9 s- 30 0 15 30 60 VANTAGE POINTE --__ i SEE SHEET 4.4 P� SCALE IN FEET ` MMJ 275 2754 Q W m `n z z > W V) W m 2751 275 Q z W ^^W N� O O = �M N d STA: 8+ 0.00 0°',•ui r� �No_ �rn 0°',) N�a +nZ + •� ° 0 +� o1) ELEV: 27 5.57 �� 0; 0;�W 0? ��_ +�= oc� o �'�N I W HIGH POINT 000N 0� +^Q �^ 0) oNW ••o + • z �> Z) 0. rr� 274 ,> o0N .Q 0,`V .>� ¢wa �_j o' o �W 2748 V H J Q W> > H J< H J� fN W 2 N O FINAL GRADE AT d N W C-0 NW aW HJ QW fNWC9 NWO ROAD N W N W� N W 0.53% -0.53% 157 L 18" O 0.4 % _ - _ ® 000% N J 0.500 _ - - - - - - - - - - - - - - - - - -0.45% 274 .89% 2.00, 200� =2.00q p0% - - - - - - - - - - - - - - - - --- 2745 0 EXISTING GRADE AT ROAD 6.0' 6.0' 6.0' 6.0' W - - - - - - - - - - - �21.0', �28.0'-l � �--� ' STA: 8+79.97 21.0' 20.0' 12.0 STA: 9+19.97 6' 274 ELEV. 2744.92 ELEV: 2744.92 00 2742 _ 12" C-900 W Q � PERF PIPE, TYP 50' 5. 0' STORMDRAIN e 5.0' . 5.0' I~ 5.0'� I~ O ~ 5.0'� 5.0' 5.0'-� / Q w SOLID WALL-----, �5.0' 0 I ' I 273 PIPE YP 2739 W + � Q = Plans Are Accepted For Public U Street Construction DATE: 273 2736 y stamping ig g p p g 11-26-2024 �/ B smm in and signing the improvement cans, the Re istered PROJECT: TERRACOTTA - C O C K O W P R F�L E Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be speciflca- C2023-001 y and previously approved by the District in writing. Acceptance SHEET HR: 1 "- 0' of the improvement plans by the District does not relieve tre Registered Engineer of these responsibilities. ER: 1 " ' 11 2633 BY DA E273 +80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 10 14 40 14 7 ADA couvrY HIGHWAY DISTRICT • Q O U Ln KEYNOTES MENEM .85 °' 2+93 O 6 .85 Q rn c 1O CONSTRUCT VALLEY GUTTER PER ACHD SD-708. J N \ 2748.44 TVC` 6.00R 30 2 Uj CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED �= Z 6.00R 3 TVC / O CURB. SEE DETAIL SHEET 4.14. L CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. Z "ter\ li NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR ■ENEM a E. VANTAGE PO/NTE SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM P O F "mac THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS = 0 P SHALL NOT EXCEED 5.00%. LLJ _ Zw - \ TERRACOTTA � �y� NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE y�j U) WARNING PER ACHD SD-712. 10 W w , NOT USED � w �\ w O N gNTq� ® . cc W INDEX MAP ��"mow z s w ar 20 274$ a rlr 0 1��=500' 5� NOT USED. W o o rr w © CB #9E - INV Ell2744.68 W/ 1' SUMP PER ACHD SD-601, q \S / TYPE I. CONST. 55 LF 12 C-900 ® 0.55% TO CB #9W. (, 00 w (QP,00=1.28 cfs, QP2s=0.92 cfs) 7 CB #9W - CONST. PER ACHD SD-601 W/ 1' SUMP. INV IN (12"): 2744.38 ANAL iiir rrl �1 oo INV OUT (15"): 2744.13 CONST. 9 LF 15 SDR-35 ® 1.11% TO SG TRAP #9. 0c<` s a (QP,00=1.34 cfs, QP2s=0.96 cfs) 11/06/2025 � 202180 SEEPAGE BED #9 (PER ACHD BMP 20) & SG TRAP #9. N r SEE DETAIL SHEET 4.15. 1\ 2 �� i 9O CONSTRUCT MONITORING WELL #9A PER ACHD SD-627. 0 F O BLOCK F r /� SEE DETAIL SHEET 4.15. qN g pv� 2-6.00L CONSTRUCT MONITORING WELL #9B PER ACHD SD-627. -6.TVC r % SNE�ES SEE DETAIL SHEET 4.15. CHECKED DCKED A. BY:P.E. 2748.44 TVC / _ / � / 4 / 2-6 OOL DRAWN BY: 2748.33 TVC / / 3+32.84 GC 4+03.30 a 29.50R NOTE: SEE SHEET 9.1 FOR STRIPING PLAN KSC 36.60R 2748.09 TVC TRAFFIC ISLAND 2748.62 TRC 00 2+64.51 CB PLAN VIEW / a 3+79.36 2747.80 TOVC 1"=300 p 2 / / 2748.86 TVC O C 4 16 50R io / 3 F�20� 3+08.10 2748.68 TRC 3 0) 29.50R �gNTgG 26.60R 7 TVC 4128.39 rn \ 2+68.30GC �l SEA SHEET INrE \ 2748.71 TRC / \P 29.50R°° ° K,a P, 2747.82 TVC o• ^ / S z y O / o -- o,ssq / F j�3 M 48.22 0.959 P, o w 3+59.36 Avy i s � 29.50R / / 3 \ w748.25 TVC W �2 a 4+27.44 �92y, / 1 \ �ti w 2+21.05 1 � r/rr °, / a a -16.50E 2 / °s� �� w� ail arl / 51.15R W o 2748.71 TRC 3 oy co \ w 6 nr rr / 2747.69 TVC z O 90 s w� I //r 9y. o /o mil° 488�pp �A, 274g w rro �� 0 o0 nli \l 2 A•9 Fj�`S lllr �r nl w 3 / • `� T i� 1 .40L 4+07.44 // o ° F" / s 7 2+40.98 2748.60 TRC / C w� / w 29.50R 3 � � liir r� � / om � 2747.69 TVC � • / 2+39.22 // '��• 'ULn ry , o -29.50E 3+74.38 3 0 LL -49.60E 2747.49 TVC z I ' I 2748.79 TVC a rr �� 5 / 2+19.27 W -50.87L 0 3 2747.11 TVC � m TAPS 9 BL 0 K 2 o �^ SHEET 4.1 1 R20 ; / 0 v1 r / 3+54.38 -29.50L / '0.? 1// ) Q 2748.22 TVC / W 2+68.30 GC M Op l 9+00 3+32.84 GC -29.50L SFF �GF l 30 0 15 30 60 ( J -29.50L 2747.82 TVC 2748.09 TVC 10 2+64.51 CB 3295 OL -29.50L / S 2747.78 TVC � � SCALE IN FEET 2747.98 TVC 1"=30' W z > 2757 2757 Q (n W .j 275 2754 CS!1* Q O N Gi vj N W W +N o) C .Q °'.Z O CV + 2 00 r,Q O O d L.L 275 J Q + W N N o c� 2751 NW 'O W �� ^ a N (� Q Q >Q +N NNZ W FINAL GRADE AT N O (%W W 04 Q W > 0 _ ROAD Q W J - - _ _ NW NWCi� --- _ 0.60% 2748 0 274 - --- - - - � 0.42% 2.009 9% W 9 e EXISTING GRADE 1 2" C-900 > AT ROAD STORM DRAIN 0 W 274 2745 STA: 2+20.00 Plans Are Accepted For Public ELEV.- 2746.98 Street Construction DATE: 274 11-26-2024 2742 By stamping and signing the improvement plans, the Registered PROJECT: Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical- ES AFETTE PROFILE ly and previously approved by the District in writing. Acceptance SHEET - of 1 -30' of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. VER: 1 "=3' BY DATE: 27 +10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8 739 ADA COUNTY HIGHWAY DISTRICT x Ito C>f Q M 1 KEYNOTES Q A 01 CONST. 5-FT TRANSITION FROM VERTICAL CURB TO N m ROLLED CURB AS SHOWN. _ w ■� Z o Z NOTE: SEE SHEET 9.1 FOR STRIPING PLAN a E. VANTAGE PGINTE O 8+23.37 GC 7+84.83 j / / % '® 92T9Cq �gcPo� W L F � CID Z w 16.50R 36.40R y _ ; ERRACOTTA 2748.67 TRC 2748.71 TRC �/ 2 / FUTURE PHASE � o � � � W � 8+30.95 8+04.83 / REVEILLE RIDGE Z 16.50R 16.50R / / F v (� o co 2748.71 TRC 2748.60 TRC SUBDIVISION INDEX MAPPON�� M Z � M gNrq Q8+60.40 ;n / / A LIJ w 1 16.50R co j W/ 1"=500' J 2749.01 TRC / / W J FUTURE PHASE �- _ o / �, 32.1OR5 V � w REVEILLE RIDGE 7 2748.68 TRC SUBDIVISION 2748. I nW(�o� 12.00R 5 �pNaL Fiy�i W °V 3 2748.62 TRC �GENSF �. • � 7+13.64 GC Q� 11/06/202 5 �+ 4 000 \ 12.00R CO110 OO „ \ 2748.76 TRC QD Q 8+60.40 s s Vg5 o 1 �8y \` vO 9 F -16.50L Q' 2749.01 TRC �� 1 \ \�� y B. 1) 8+30.95 . \ 2748.7116 TRC ��o \\� '� \ r `` DAV DCHECKED A. BY:P.E. 8+23.37 GC P��,�w 2749 DRAWN BY: KS 16.50L2748.67 TRC 8+18.19 25 6+58.56 \\ram r -16.50L O r'o -12.00E 3+98.46 HP 2748.79 TVC o, Riw r 12.00R EST 2748.98 TRC \ 2750.02 TRC 2+17.51 �36.19 A ` SEE S gF�TTE 7+13.64 GC 5+98.56 '�' ow 24.00R 2748.22 TVC ' 3 N�� 4, / 2748.76 TRC -12.00E P\R,y N ��/�S 2749.15 TRC 1 Q 2749.22 TRC v�� 2 7+19.16 +35.84 -12.00L 5+38.56 12.00R 2748.86 TVC -12.00E ��, 2749.28 TRC 7+39.16 2749.46 TRC -31.90E R'M 2+48.50 GC zz 2748.25 TVC 4+78.56 \Rnr 12.00R -12.00L P, 2749.42 TRC a O 2749.70 TRC �RPIr P'e'w FUTURE PHASE W = 4+18.56 P REVEILLE RIDGE o a -12.00L \ SUBDIVISION oLO 2749.94 TRC o �`' N 3+98.46 HP P / N o -12.00L 3+58.56 j O4 2750.02 TRC -12.00L P\� to W 2749.86 TRC P� g 0:: z A �`7 co / 2+98.56 Pam\ �J r�V �� 4 -12.00L \P/R�r 1 • W O 2749.62 TRC 2+48.50 GC s � O3 j -12.00E 2749.42 TRC O • L 6 2+36.66 �p -12.00L P W 0 2749.27 TRC O 2+16.66 P/\ 0 Z -32.1 OL 2748.86 TRC T / O 1..� SEE NEEr 0 4- 72 V / - 0 30 0 15 30 60 > J- SCALE IN FEET M W 1"=30' z > 2757 2757 Q to W J W �N 275 06 o O 0 2754 N W W rn� Z N O� �00 p'�^Z �LW tD^Z MN �� 2 CD �� C;0 (0^ N�2 M0 0600 coo ��_ > +04 �� O� W +N r-U aj00 I� W 00 n C) Q W W +I� +N N - op +N 00 +N li M +N FINAL GRADE AT J p N N O 275 w I� Q N WO ROAD N w Q W 11'.Q N .. .. O 2751 r n Q w N. > cn n V (nW QW HJ NW NWC W dwW a v~iw� / U1W (nWU HJ NWT HJ � N W N W 0.40% -- 0 � �� --- - J 274 2. 0 00�° 2.0 - •°°% -- - - - --- --- - - J 2748 - - -- -- -- - - - -- - - - - - - �, ® - j / EXISTING GRADE W AT ROAD � Q STA: 7+93.37 STA: 2+18.50 > 274 ELEV-. 2748.15 ELEV. 2748.82 2745 0 W STA: +47.73 STA: 7+54.01 ELEV: 2748.16 STA: 7+83.01j ELEV. 2 748.28 EL v: 2748.28 Plans Are Accepted For Public Street Construction DATE: 274 11-26-2024 2742 By stamping and signing the improvement plans, the Registered PROJECT' Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical- TAPS PROFILE ly and previously approved by the District in writing. Acceptance -SHEET - of"=30' of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. VER: 1 "=3' BY DATE: 273g+00 8+70 8+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8 Q O E 00 KEYNOTES 10 CONSTRUCT VALLEY GUTTER PER ACHD SD-708. N LU J N O CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD ■i Z SD-712G. Z NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES Q,� Z SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM ■= a THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS E. VANTAGEPO/NIE c SHALL NOT EXCEED 5.00%. A y®F L'ro/s ■ Z W NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE W F gTERRACOTTA a s � y� y WARNING PER ACHD SD-712. ►� W U) o a� W 3O NOT USED. z_ o Q INDEX MAP VANTA�p�"� ® CONST. 5-FT TRANSITION FROM VERTICAL CURB TO cc z �� ROLLED CURB AS SHOWN. W o 1 =500 O _NOT USED. Ld ui © CONST. DRIVEWAY APPROACH W/ 20-FT WIDE THROAT WIDTH PER 00111 ACHD SD-710B. SIDEWALK MUST BE 6" THICK BEHIND THROAT. O CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED CURB. SEE DETAIL SHEET 4.14. �S\()NAL FNG' NOTE: SEE SHEET 9.1 FOR STRIPING PLAN e-N8 11/06/2025 N202180 v09�' OF �q N 8. 0 CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: KSC 6 4+18.52 16.50R 2749.15 TRC VANTAGE POINTE 3+02.48 SEE SHEET 4.6 i 16.50R 2+19.69 2748.57 TRC 38.74R / 3+12.21 O 2747.97 TVC i i F 16.50R i i e 6 i 2748.61 TRC 2+39.56 i i o 16.50R O w = ---- ' 2748.38 TVC O 2 I � I / Q 2+50.00 GC i 0 N Lj 16.50R i w V) o 00 W 2748.30 TRC '0'0� i 26 00 - N �vw / z _ -o.sog s �, /QO/ � W� �,,�►, o . II ti tivLi 1 48. W _ 4+18.35 7 s o_ W 4 -17.63E 7 ��` ,�j•�S ��s ��_ �� 2749.15 TRC / o 0 4+06.26 7 0 - o, 4 -35.90E . � N 68Zr< o , 2749.28 TRC � _ 2748.86 TRC T 3+82.26 2+50.00 GC N SEE TIPS -36.60L -16.50L o SNEET 4 % 2749.27 TRC 2748.30 TRC R20 0 / 2+40.93 -16.50L 2748.45 TVC 0 2+21.03 , / 3+12.21 -38.44L i 5 00� m rn -16.50L 2748.42 TVC 2748.61 TRC �qNT - 3 8 S16 50LEE SyEET/A/ 30 0 15 30 60 > 2748.57 TRC 4.6 0 J - SCALE IN FEET W 1"=30' m z > 2757 2757 V) W .j 275 2754 0 U! o z z °°r- 0ao � o - �N � O� Z 0co Oto 04 � !L (n HW .5 Q +Cq Q 275 cn w �J o +N N z 2751 r N W c� FINAL GRADE AT <J < N Q W > W 0 ROAD fn W (� Q W I-J w 0.50% _ -_ N W (n W C3j 0 274 2748 - EXISTING GRADE - - AT ROAD Q W e STA: 2+20.00 > 274 ELEV. 2747.78 2745 0 W L.L Plans Are Accepted For Public Street Construction DATE: 274 2742 11-26-2024 By s.ampirc anc signing .he improvement pers, she Registered PROJECT: Ercree, e-s res the D s.,ic. the-, tl e ola-s conro,m to cl Dist,ict C2023-001 pol cies cnc sta-dcres. Va,aces or wcive,s must be scec fica- ROUSE PROFILE ly -,no c,evio sly aperovec cy .re i- w.rg. Accep:crce SHEET HOR: 1 =30' gyre -rorove-rer- olcrs by gyre D s.ricL does not relieve t-e R: 1 „-3 Registe-ed -rc veer of t-ese resporsib `es. �'+ BY DAE 27 10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8 ADA COJDT" F-G-iWAY DISTR C_ e C� Q oM 1 � KEYNOTES Q °' � .2 O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% V co ' TO 4% CROSS SLOPE (PER. ACHD SD-806, T SD-301, & SD-303) �= Z Lco L 02 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C Z [THROAT WIDTH MUST MATCH SIDEWALK WIDTH] Z 03 CONSTRUCT 4-FT ASPHALT PATH TO EXISTING EDGE OF = a PAVEMENT AS SHOWN. E. VANTAGE PGINTE O F NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES = z 92 �Po� SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR w T9" SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM W rX ~ ERRACOTTA F�2� P THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS W U) �~ SHALL NOT EXCEED 5.00%. Z o NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE Co LU m ACE PO/NTFGy m WARNING PER ACHD SD-712. � W w INDEX MAP20 1"=500' g ® NOT USED. >_ o _ � 05 Ld NOT USED. (' q © CONSTRUCT CURB TERMINUS PER ISPWC SD-707. CO w NOTE: SEE SHEET 9.1 FOR STRIPING PLAN �S\ONAL FNG ENSFO Q� 11/06/2025 20218 30 0 15 30 60 "0 9 F F o� SCALE IN FEET 1"=30' CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: KSC 0 F n 3+74.39 N o 28.00R W = 3+49.39 4+98.39 a 28.00R 28.00R /_,�,' p N 5+17.51 W 3+28.95 0 00�' 52.29 EX. EP � 28.00R i W o 28.00R 5+42.51 53.07 EX. EP T 51.74 EX. EP 28.00R � z 0 0 o i - - - - - - - - - - - - - - - - - - - - Ir - - - - - - - - - - - - 0 o M o L ROAD - - N - - - - -I- --- 00 +�- -- - - - - - - �� - - - - -I -- - �- - -- �- - ---- W LO — -- 6 - 0 -- 275r 6 ----------- -- —=--- ------ — — 0 - --- - - \ 25'- do s — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —/ — — \ —/ — —J 2� d / a • ( — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — —I— — — — — — _ _ �` �2' `' ( - �'� -----�� # 3LL ��w�� R/Y�---�I!/w—�1sw R , h/ lq I —— ti. - - P -------t _ _ ------ // l /7 / I 7/6L'091 c I A I w 1, 484 y39 �i�i��i I aT1 1 I 1 I / / I 0. 4+1761 Gc — vi I == ===== I 1 I / I __ ___ _ I L � \ I I � I i I I I r �/ 9b / I l l lllm / 9A / 752.4VC ./y / I I I � �751/.� / y VANTAGE POINTE W SEE SHEET 4.6 m Q W J w � 276 2760 0 2757 2757 V W _ _j 0 2754 -- —_ 2754C) j LJ EXISTING GRADE 5-FT WEST OF _ — — —— — — —— ROAD [NO SURVEY AT 275 2751 0 W I Plans Are Accepted For Public 274 2748 Street Construction DATE: 26-2024 By stamping and signing the improvement plans, the Registered PROJECT' EAGLE R D L P R 0 E L E Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical— H0 R: 1 "=3 0' ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the 274rVER: 1 =3' Registered Engineer of these responsibilities. 274 +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 45 BY DATE: ADA COUNTY HIGHWAY DISTRICT e ALL ROADWAYS ARE PUBLIC ,& - Q O U ROW ROW P/L 47'—O„ P/L = 0 co a PEDESTRIAN RAMP FOR ROLLED CURB ACHD SIDEWALK ACHD SIDEWALK Q EASEMENT LINE 73'-0" EASEMENT LINE o NOT TO SCALE / 7'-0" 33'-0" 7'-0" N T JLU N NOTES 2'-0" 2'-0" ■� o 10'-0" 23'-6" 23'-6" 5'-0" Z_ Will1'-0" 1'-0" '-0"5'-0' 16'-6" 16'-6" 5,_0„ ,_p, L QQ RAMPS FOR CORNERS W/ MIN 15' RADIUS AND 1.75% 1.75% Z 33 TYPE "H4" ♦ UTILIZING ROLLED CURB t 0.25% 8 —o" 2 —0 21'-6" 112'-0" 21'-6" 2 —0 8'-0" Z 3 f 0.25% z 8 e RAMPS ARE CONTAINED WITHIN THE CURB RADIUS —r - 14'-6" 14'-6" SLOPE SIDEWALK 1.75% f RAMP DIMENSIONS f 2% 2%�. � 0.25% PER ACHD SD 709 .� a CURB TYPE= STANDARD 3" ROLLED CURB PER 101, 4 ISPWC SD-702 THROAT DEPTH= 4' FROM FACE OF CURB 4" OF -3/4" BASE SOD 4" OF -3/4" BASE f SLOPE 2.00% SLOPE 2.00% _ Z w 4' @o THROAT WIDTH= 4' MIN 10' WIDE 5" THICK CONCRETE 5' WIDE 5" THICK CONCRETE W ~ o. WING= 3' TRAVERSABLE 3" ASPHALT PAVEMENT STANDARD SIDEWALK (ACHD SD 709) SIDEWALK (ACHD SD 709) � W � WING= 1.5' NON TRAVERSABLE PAVEMENT: cc SP-3 0.50 INCH VERTICAL CURB W QQ RAMPS REQUIRE A MINIMUM 4'x4' LANDING IN EXTEND 4" MINUS AND (1/2") MIX, PG 58-28 & GUTTER (TYP) 4" — 3/4" MINUS Z o o H SIDEWALK 1.5% +/— 0.5% AS PER ACHD CL 5" THICK CONCRETE ■� ww (2% MAX SLOPE) PITRUN 6" PAST CURB. CRUSHED GRAVEL 6" —3/4" AGGREGATE BASE SD-701 SIDEWALK (TYP.) ® RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE (TYP.) Z (°, TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 EXTEND 3" MINUS AND 2 1 2" ASPHALT 7C1 — 3/4" MINUS CRUSHED W w 0 20" —6" PIT RUN � o STANDARD VERTICAL CURB PITRUN 6' PAST CURB. PAVEMENT: SP-3 ) AVEL (COMPACTION REQUIRED (10%) SLOPE & GUTTER (TYP) AS PER ND GRAVEL AND PIT j NON TRAVERSABLE AREA— PATTERNED (TYP.) 0.50 INCH (1/2") Lid LEGEND ACHD SD-701 1A H CONCRETE\LANDSCAPED AREA MIX, PG 58-28 6" PAST CURB. TYP. � Q ♦ 1.5%t0.5% (2% MAX SLOPE) 4'x4' FLAT STREET SIDE LANDING REQUIRED 6" VERTICAL CURB (NO GUTTER) PER ISPWC (TYP.) (.� 00111 ♦ 7.3%t1.0% (8.3% MAX SLOPE) © CURB IS NOT REQUIRED TO BE FULL HEIGHT SD-701A. BACKFILL PER ISPWC SD-706 ANARD ROLLED ♦ 9%f1.0% (10% MAX SLOPE) DETECTABLE WARNING PER ISPWC SD-712 Al 73 RIGHT—OF—WAY 50 RIGHT—OF—WAY CURB & GUTTER (TYP.) AS PER VANTAGE POINTE ISLAND AT RECREATION AVE ROAD TYPICAL STREET SECTION ACHD SD 702 SECTION NOT TO SCALE 14Q— 6" MINUS PIT RUN o`��S�oENLsF�c'�'F NOT TO SCALE �� 11/06/2025 ROW ROW 20218 ROW N� O 42'-0'° 50'-0" P/L 28'-0" P/L v0ti F OF \O GPI qy B. Dv� 25'-0" 25'-0" 24'-0» ACHD PERMANENT EASEMENT 7'-0" 7'-0" 42'-0" 18'-0" 25'-0" 1,_p„ 0 2'-0" 2'-0" CHECKED BY: 7'-0" -� 10'—O" 8'-0" 18'—O" 18'-0" 8'-0" 5'-0" 12'-0" 12'-0" DAVID A. BAILEY P.E. 18'-0" 10'-0" CD SIDEWALK — SIDEWALK DRAWN BY: 14'-0" 3'-0" 12'-0" 16'-0" —0 2'-0" EASEMENT SIDEWALK 2 —0 2'_p„ 16'-0" 16'-0" —0'° 1.75% 2'-0" EASEMENT 10'-0" 10'-0" KSC 1.75% 1.75% 8'-0" GRAVEL f0.25% EASEMENT f0.25% f0.25% \LL� SHOULDER r2%. 2%_ — 2% 2%_ � 7 SLOPE 2.00% SLOPE 2.00% vj �� 4" OF —3/4" BASE \ \ \ 4" OF —3 4 BASE 4" OF —3/4" BASE / 10' WIDE 5" THICK CONCRETE /Xj�j� A�\>` 3" ASPHALT PAVEMENT: 3" ASPHALT PAVEMENT: SIDEWALK (ACHD SD 709) ( / 4" — 3/4" MINUS SP-3, 0.50 INCH (1/2") MIX, 10' WIDE 5" THICK CONCRETE SP-3, 0.50 INCH 1 2") MIX, 5' WIDE 5" THICK CONCRETE PG 64-28 SIDEWALK (ACHD SD 709) PG 64-28 SIDEWALK (ACHD SD 709) CRUSHED GRAVEL 2'x3' SAND INFILITRATION WINDOW. 6" —3/4" AGGREGATE BASE 6" —3/4" AGGREGATE BASE CONTINOUS ALONG RURAL FRONTAGE. 20" — 6" PIT RUN 0 20" — 6" PIT RU 2 1/2" ASPHALT (INFILTRATION WINDOW TO EXTEND A 0 EXTEND 3/4" MINUS EXTEND 3/4" MINUS PAVEMENT MIN. OF 1' INTO FREE DRAINING AND PITRUN 6" PAST 50 RIGHT—OF—WAY AND PITRUN 6" PAST [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT o MATERIAL) CURB. (TYP.) CURB. (TYP.) RUN 6" PAST CURB. (TYP.) NOTE: DITCH MUST DRAIN TO WINDOW. EXTEND " MINUS AND PITRUN TYPICAL VANTAGE POINTE SECTION 6" PAST CURB. (TYP.) STANDARD VERTICAL CURB & STANDARD VERTICAL CURB & Q STANDARD ROLLED DRAIN ARROWS SHOWN IN PLAN VIEW. GUTTER (TYP) AS PER ACHD NOT TO SCALE GUTTER (TYP) AS PER ACHD 28' RIGHT-OF-WAY ACURB &CHD SD GUTTER (TYP.) AS PER o Q MINUUS SHOULDER SD-701 SD-701 TAPS STREET SECTION o 1 1" — 6" MINUS PIT RUN N 4S RIGHT—OF—WAY TYPICAL NOT TO SCALE N o GRAVEL SIDE SLOPES N w o ONLY (THIS SIDE), RECREATION SECTION Z Do NOT COVER W Dow � I NORTH RTH 0 F VANTAGE POINTE NTE ROW (W f BORROW DITCH 0 52' CENTER LINE 0 V�NOT TO SCALE 10' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD709) NOTE: , L W/ 1'-0" MIN FLAT LANDING EITHER SIDE 39 17' MIN PRIOR TO CONCRETE SUBCONTRACTOR MOBILIZATION TO 7 SIDEWALK ELEVATION TO MATCH ROAD CENTERLINE — SEE SITE: SIDEWALK ELEVATIONS SHEET 4.13 1. SAW CUT EXTENTS SHALL BE MARKED, WITH EXTENT OF 10' 1' 5' 14' 3' VARIES CUT LINE VARIES SAWCUT APPROVED BY ACHD. GRAVEL 2. DEVELOPER TO ORDER SURVEY [AT DEVELOPER'S 0 ROW 42'-0" ROW 6' 8' SHOULDER MIN. 2 FEET CUT EXPENSE] TO PROVIDE ELEVATIONS AT SAWCUT LINE EVERY 1.75% OF EXISTING EDGE 20 LF AND AT EVERY GRADE BREAK. f 0.25% 2,_0„ —1-4% EXISTING OF PAVEMENT 3. PRIOR TO SETTING STRING LINE FOR CURB, a �.� CONTRACTOR SHALL VERIFY 1%-4% CROSS—SLOPE AT ALL LOCATIONS IN WRITING WITH SURVEYOR AND/OR ENGINEER. 18'—O" 25'—O" 4" OF —3/4" BASE �`��jj��j��j�� %�jj��j 4. FAILURE TO VERIFY CROSS SLOPES SHALL BE CAUSE 1'-0" VV� V� 5" ASPHALT PAVEMENT SP-3, 1 FOR REWORK AT CONTRACTORS EXPENSE. 7,-0„ 10' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD 709) \/�A//� / ( /2" MIX, PG 64-28) Z 18'-0" 10'-0" W/ 1'-0" MIN FLAT LANDING EITHER SIDE —3/4 0 SIDEWALK 4" " AGGREGATE BASE SIDEWALK ELEVATION TO MATCH ROAD CENTERLINE — SEE 4'-0" 1'-0" 12'-0" 16'-0" —0" 2'—p" EASEMENT 25" —6" PIT RUN 1.75% SIDEWALK ELEVATIONS SHEET 4.13 'I EXTEND 4" MINUS AND 2'-0" GRAVEL f0.25% SHOULDER _2% PITRUN 6" PAST CURB. STRUCTURAL MATCH (SECTION IF V) 2%—� SOD SIDE SLOPE ONLY (THIS SIDE), (TYP. I ' I V / 6" OF 3/4" ) LARGER THAN SPECIFIED L.L.1 'AG DO NOT COVER SAND WINDOW 0 MINUS SHOULDER 4" OF —3/4" BASE GRAVEL SIDE SLOPES MMJ EAGLE RD WIDENING 3" ASPHALT PAVEMENT: 2'x3' SAND WINDOW WHERE SPECIFIED ALONG FRONTAGE PER ACHD DETAIL 5. ONLY (THIS SIDE), SP-3, 0.50 INCH (1/2") MIX, 10 WIDE 5" THICK CONCRETE (INFILTRATION WINDOW To EXTEND A MIN. OF 1' INTO FREE DRAINING MATERIAL) DO NOT COVER SAND PG 64-28 SIDEWALK (ACHD SD 709) TYPICAL SECTION 21� W 6" —3/4" AGGREGATE BASE DESIGN INFILTRATION RATE: 2 IN/HR WINDOW NOT TO SCALE /'y'� EXTEND 3/4" MINUS W 0 20" — 6" PIT RUN AND PITRUN 6" PAST CURB. (TYP.) D / EXTEND J" MINUS AND PITRUN 43' RIGHT—OF—WAY TYPICAL Q 6" PAST CURB. (TYP.) RECREATION SECTION ROW 74'-0„ ROW R/W V) w R/W I ' I MINUS SHOULDER STANDARD VERTICAL CURB & NORTH OF VANTAGE POINTE 20'-0" g" THICK CONCRETE Lj GUTTER (TYP) AS PER ACHD 2'-6" 2'-6" RIBBON CURB (2.0' WIDE) Q GRAVEL SIDE SLOPES SD-701 (W f BORROW DITCH) 10'-0" 10'-0" ONLY (THIS SIDE), NOT TO SCALE 6" — 3/4" MINUS CRUSHED GRAVEL DO NOT COVER SAND 5'-0" 23'-6" 23'-6" 5'-0" WINDOW EXTEND GRAVEL AND PIT Q 1.75% 2 —0 21'-6" 12'-0" 21'-6" 2 —0 1.75% 5' WIDE 5" THICK CONCRETE SLOPE 2.00% r SLOPE 2.00% RUN 6" PAST CURB. (TYP.) 5' WIDE 5" THICK CONCRETE f 0.25% f 0.25% SIDEWALK (ACHD SD 709 /p SIDEWALK (ACHD SD 709) —V ACHD SIDEWALK ROW ROW -�— 2% 2%_ EASEMENT LINE 74'-0" EXTEND GRAVEL 2 1/2" ASPHALT PAVEMENT SOD AND PIT RUN 6" [SP-3, 1/2" MIX, PG 58-28] 0 4" OF —3/4" BASE 4" OF —3/4" BASE PAST CURB. (TYP.) I ' I 2 TANDARD 4" — 3/4" MINUS CRUSHED GRAVEL L �+-� 3'-6" 3'-6" EASEMENT LINE SP-3, 1/2" MIX, PG 64-28 VERTICAL CURB STANDARD ROLLED 12" — 6" MINUS PIT RUN r 1.75% 8'-0" 2'-0" 24'-6" 12'-0" 24'-6" 2 —0 8'-0" 4" —3/4" AGGREGATE BASE & GUTTER (TYP) (TYP.) 0 f 0.25% CURB & GUTTER 14" —6" PIT RUN SD-701 TTAS PER ACHD AS PER ACHD SD-702 W j 1 11 . --2% 2%—_ 1.75% STANDARD VERTICAL CURB 0 EXTEND J" MINUS AND 20' RIGHT—OF-WAY 0 f 0.25% & GUTTER (TYP) AS PER PITRUN 6 PAST CURB. PRIVATE DRIVEWAY SECTION W W 4" OF —3/4" BASE SOD /' 11 ACHD SD-701 (TYP.) NOT TO SCALE n/ 10' WIDE 5" THICK CONCRETE 6" VERTICAL CURB (NO GUTTER) PER ISPWC L.L STANDARD SD-701A. BACKFILL PER ISPWC SD-706 Li (ACHD SD 709) PAVEMENT: SP-3 0.503" ASPHALT INCH NCH VERTICAL CURB 4" OF —3/4" BASE EXTEND " MINUS AND (1/2") MIX, PG 58-28 & GUTTER (TYP) PITRUN 6" PAST CURB. AS PER ACHD 74 RIGHT—OF—WAY ' n (TYP ) 6" —3/4" AGGREGATE BASE SD-701 5' WIDE 5" THICK CONCRETE ESTAFETTE ISLAND V , STANDARD VERTICAL CURB 20" — 6" PIT RU EXTEND 4" MINUS AND SIDEWALK (ACHD SD 709) Plans Are Accepted For Public & GUTTER (TYP) AS PER Q PITRUN 6" PAST CURB. SECTION Street Construction DATE: ACHD SD-701 NOT TO SCALE 11-26-2024 6" VERTICAL CURB (NO GUTTER) PER ISPWC By s.ampirc one signing .he Improve-re-t pus, ,he Registe,ed PROJECT: SD-701A. BACKFILL PER ISPWC SD-706 Erci�ee� e�s res the �s.�ic. the-, tre ola�s ccnro�m to cl District C2023-001 74' RIGHT—OF—WAY ly no cnc staydcres. Va a ces or wcive s must be scec-,cr e SHEET ly -,no c,evio, ly aperovec cy ire Dis.,ic, i- w�`i�g. hccep,crce VANTAGE POINTE AT EAGLE RD SECTION A .re de -ie er: f -ist- by 'es 'is:r'r: does not rer�eve t-e <egiste-ed -rcreer of t�ese respersib��.es. NOT TO SCALE ------I/ BY DA E: AEA COJDT" I-G-iWAY EISTR C_ e Q O U PROVIDE GRADE RINGS 5" THICK CONCRETE MENEM °' AS NEEDED 12" MAX SIDEWALK (TYP.) 10 . STRUCTURE TO MONITORING WELL HAVE HS 25 TRAFFIC C� 4" - 3/4" MINUS CRUSHED RATED TOP. GRAVEL (COMPACTION REQUIRED) PER ACHD S 18" DIA. CORRUGATED HDPE EXTEND GRAVEL AND PIT RUN 6" NOT TO SCALE ■y Z ~18" DIA. BACKFILLL WITH NATIVE TOPSOIL WOVEN GEOTEXTILE FABRIC TYPE II PAST CURB. TYP. OR PVC PIPE PERFORATED PER Z CORRUGATED COMPACT IN 6" LIFTS TO 95% MATERIAL PER ISPWC SECTION 2050.2.3.A & ( ) CLEANOUT LIDS ELEV. U TOP HDPE OR PVC PIPE SCHEDULE BELOW. Z OF STRUCTURE PROCTER DENSITY. ACHD SECTION 8202.23. HANES STANDARD ROLLED TO BE FLUSH NO PERFORATIONS GEOCOMPONENTS 'TERRATEX HPG-16' OR CURB & GUTTER (TYP.) AS PER a ° _ WITH SIDEWALK APPROVED EQUIVALENT ■� OR LANDSCAPE ELEV "A" TOP OF OBSERVATION WELL PLANS 1 2 a CURB-baaaaal OBSERVATION WELL SEE DETAIL THIS FINISH GRADE ap well a = C'i TREES & SHRUBS 3/4" CRUSHED SEE DETAIL THIS SHEET SHEET NOTE: ENTIRE ROAD SECTION TO COP Z ARE NOT PERMITTED ROCK CHIPS BE CLEAR OF SEEPAGE BED - SEE W ON TOP OF SEEPAGE ELEVATION TABLE BELOW. - -1 W U) BED CAP PIPE \ 3 40 Z o �:�`� - 3 PLAN CONCRETE COLLAR ■� o UJ CO � z Z � M \\\\\\\\\\\\\\\\\ ELEVATION TOPI 0 � TYPE WOVEN MAOTEXTILE TER AL PER FABRIC SPWC a W LU �AFFLE 5'MIN. � � � � � 2 SECTION 2050.2.3.A & ACHD w ��18"�� 5co o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 \ \ \ \ \ \ SECTION 8202.23. HANES w 5 V wI�SEE \\\\\\\\\\\\\\\\\ Q-F O Rq T OR PVC PIPERPERFORATED UGATED E GEOCOMPONENTS 'TERRATEX a WATERTIGHT LAN 5'MIN. o 0 0 0 "Ep INVERT 00 0 0 0 0 0 0 0 0 \\\\\\\\\\\\\\\\\ a �� PER SCHEDULE BELOW. EQUIVALENTOR APPROVED g T \�J•�� CONNECTION 18 PIPE ANGULAR 3/4 r \\\\\\\\\\\\\\\\\ m J� 0 2" ROCK o Q 3 (r2 \ONLDRAINAGE GEOTEXTILE TYPE 1.LLJ m \\ \\ \\ \\ \\ \\ w (ISPWC SECTION 2050 & ACHD ,� SECTION CONCRETE COLLAR06/2025 Q \\ \\ \\ \\ \\ \\ Cn m SECTION 8202.23). OVERLAP MINIMUM DLEGEND: 218 w \ \ \ \ \ \ _ OF 12" TOP & SIDES ONLY. HANES, o a 6 1. WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED STEEL (")A o ANGULAR 3/4" `" ANGULAR 3/4" �\/�\/�\/�\/�\/�\ 1d GEO COMPONENTS TERRATEX N04.5 0 N COVER AND CANISTER. �� \ \ \ \ \ OR APPROVED EQUIVALENT. 0 0 v p TO 2 ROCK co TO 2 ROCK \ \ \ \ \ \ w w ANGULAR 3/4 �5�I��S. " � i �� \ \ \ \ \ \ � �' " m 0 2. 2 OR 3 BOLT LID WITH dye" HEAD AND SAE THREADS, �o�o�o�o�oaoao �oaaaaaaaaaaao \ \ \ \ \ 3 w GASKETED. z w \ \ \ \ \ \ TO 2 ROCK 0 m H B Dv o \\\\\ cn �� 0 R _j 3. CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703). w v � F m 4 4. %" DIAMETER HOLES OR SLOTS CUT INTO PIPE AT 3" w 0 0 ON CENTER. CHECKED BY: \ it 0 0 9 5. TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC DAVID A. BAILEY P.E. PIPE, MINIMUM 18 GAUGE, INSULATED, 4" -3/4" CHIPS ASTM C33 FILTER SAND ao ASTM C33 FILTER SAND BOTTOM m z o o SINGLE-CONDUCTOR COPPER WIRE, INSULATION COLOR DRAWN BY: KSC PIPE BEDDING ELEVATION o ° SHALL BE GREEN WITH THREE 6 DIAMETER COILS. ASTM C33 FILTER SAND a 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR o "' 0 0 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. MAX HSGW 0 0 DRILLED WELLS MAY USE 4" PIPE. DRAINAGE GEOTEXTILE TYPE 1. ELEVATION o ° 7. NONWOVEN FILTER FABRIC AROUND OPENINGS AND (ISPWC SECTION 2050 & ACHD SECTION A-A 1 ° ° BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK. a o 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 X2 LBS/CY. SECTION 8200.23). OVERLAP MINIMUM "B" WIDTH SEE TABLE 0 0 0 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OF 12" TOP & SIDES ONLY. HANES "A" LENGTH - SEE TABLE GEO COMPONENTS 'TERRATEX N04.5' OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. OR APPROVED EQUIVALENT. GENERAL NOTES CROSS SECTION USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS 1. CONTACT DESIGN ENGINEER IF GROUNDWATER IS ENCOUNTERED FOR SEEPAGE BED RESIZING. 7 -g° LOCATED OUTSIDE BMP FACILITIES. 2. ALL VAULTS, MANHOLES & SAND AND GREASE TRAPS MUST BE HS25 OR GREATER LOAD RATED. 180` 3. NOT USED. 5 EA. 3/8" DIA. NOTES: 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM, UNLESS OTHERWISE DIRECTED PER MANUFACTURER. PERFORATIONS IN EACH WELL SECTION A. GROUNDWATER OBSERVATION WELLS ARE FOR z 5. 18" OF ASTM C33 FILTER SAND IS MINIMUM EXCAVATION. VALLEY OF MEASUREMENT OF GROUNDWATER LEVELS WITHIN o 6. NOT USED. NOTE: ACHD WILL PROVIDE ELECTRONIC MARKERS TO CORRUGATED PIPE. OR NEAR STORM DRAINAGE FACILITIES. 7. ALL SERVICES CONFLICTING W/ SEEPAGE BED MUST BE CONSTRUCTED PER DETAIL 07 OF ACHD SECTION 8200. MARK CORNERS OF SEEPAGE TRENCHES. CONCTRACTOR B. THIS DETAIL IS FOR WELLS INSTALLED BY TO COORDINATE W/ ACHD INSPECTION STAFF FOR 18" PIPE PERFORATIONS ( o NOTE: PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND DRILLING OR BY EXCAVATED PITS. C. LOCATION OF GROUNDWATER WELLS SHALL BE � Q 1. DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH THE SEEPAGE TRENCHES FOR WATER LINES, UNDERGROUND POWER LINES, GAS LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED IN PRIOR TO BACKFILL OF THE SEEPAGE TRENCHES. THE APPROVED BY ACHD 6" DIA. SCH 80 WATER CLASS PIPE THROUGH SEEPAGE TRENCHES. THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINED BY THE ENGINEER. LOCATORS ARE TO BE SUPPLIED BY ACHD AND ARE $25 D. OBSERVATION WELLS NOT ALLOWED IN CURB OR w N EACH; TO BE PAID PRIOR TO APPROVAL OF THE FINAL VALLEY GUTTER SECTION. N o 2. NO GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE, GROUNDWATER CAN BE EXPECTED GREATER THAN 13' BELOW EXISTING GROUND SURFACE. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, THE PLAT. \ CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MINIMUM CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. REFER TO GEOTECHNICAL REPORT PREPARED BY ALLWEST, DATED JUNE 9, 2023. MONITOR WELL LOCATIONS z 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. TWO (2) WELLS PER SEEPAGE TRENCH. 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER (1.0"/HOUR), CONTRACTOR MAY ONE (1) WELL 5' FROM END OF TRENCH r n NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. NOTIFY ACHD INSPECTION STAFF FOR VERIFICATION OF PERCOLATION RATE WHEN TRENCH IS FULLY ONE (1) WELL 50'+ FROM TRENCH, TYPICALLY ACROSS V I L EXCAVATED. STREET IN SIDEWALK I r SEE PLAN VIEW, SHEET 4.1-4.13 FOR WELL LOCATIONS J NOTE. • SEE SHEET 4.1-4.13 FOR LOWEST TBC AT SEEPAGE BED ELEVATIONS [WHERE APPLICABLE] 0 TABLE OF DIMENSIONS "E" z W LENGTH WIDTH DEPTH 18" PIPE "TOP ELEV" "BOTTOM ELEV" V100 (Cu ft) DESCRIPTION INVERT SEEPAGE BED SEEPAGE BED SEEPAGE TRENCH #1 37' 8' 10' 2742.75 2744.75 2734.75 1168 SEEPAGE TRENCH #2 32' 8' 10' 2739.72 2741.72 2731.72 1010 0 SEEPAGE TRENCH #3 76' 8' 10' 2736.35 2738.35 2728.35 2426 V/_ SEEPAGE TRENCH #4 220' 9' 10' 2738.61 2740.61 2730.61 7920 <BED IS SPLIT FOR SEWER SERVICES.... SEE PLAN VIEW I ' I J 0 W SEEPAGE TRENCH #5 67' 7' 10' 2740.42 2742.42 2732.42 1868 ' ^ /\ J SEEPAGE TRENCH #6 80' 15' 10' 2739.98 2741.98 2731.98 4788 V SEEPAGE TRENCH #7 117' 9' 10' 2740.95 2742.95 2732.95 4211 <BED IS SPLIT FOR SEWER SERVICES.... SEE PLAN VIEW Q W SEEPAGE TRENCH #8 77' 14' 10' 2741.65 2743.65 2733.65 4269 z W SEEPAGE TRENCH #9 84 15 10 2743.18 2745.18 2735.18 5015 > SEEPAGE TRENCH #10Fir 1 12' 10' 1 2743.46 1 2745.46 1 2735.46 1 5605 Q V J W L.L W � / CLEANOUT LIDS TO BE FLUSH ��( n/ WITH SIDEWALK OR LANDSCAPE. TABLE OF SAND AND GREASE 0� L.L TRAP DIMENSIONS PROVIDE GRADE RINGS I . I AS NEEDED 12" MAX INV. IN. TOP OF INV. OUT L W DESCRIPTION ELEV 'C' BAFFLE ELEV 'D' ELEV 'E' r _j 0 STRUCTURE TO HAVE HS 25 TRAFFIC -TOP S&G TRAP #1 2743.60 (12") 2743.50 2742.75 RATED TOP. OF STRUCTURE j TOP OF BY PRECAST SUPPLIER S&G TRAP #2 2740.57 (12") 2740.47 2739.72 I I BAFFLE W W e ELEV 'D' S&G TRAP #3 2737.20 (12") 2737.10 2736.35 > Q 20" S&G TRAP #4A &4 #4B 2739.46 (15") 2739.36 2738.61 L W BOTTOM S&G TRAP #5 2741.27 (12") 2741.17 2740.42 I L OF BAFFLE F iN 0 S&G TRAP #6 (1500 gal) 2740.83 (15") 2740.73 2739.98 r n S&G TRAP #7 2741.80 (12 ) 2741.70 2740.95 Plans Are Accepted For Public 0 S&G TRAP #8 (1500 gal) 2742.50 (12") 2742.40 2741.65 Street Construction 11-6-2024 TYPICAL 1000 GALLON ORIENTATION VARIES. By stamping and signing the improvement plans, the Registered PROJECT' SAND/GREASE TRAP SEE PLAN VIEW, Qi S&G TRAP #9 (1500 gal) 2744.03 (15") 2743.93 2743.18 Engineer ensures the District that the plans conform to all District C2023-001 PRIVATE (PER ACHD BMP 01) SHEET 4.1-4.13. policies and standards. Variances or waivers must be specifical- -NTS- S&G TRAP #10 2744.31 (15") 2744.21 2743.46 ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT e15 ■ M 1 WATER METER LEGEND NOTE: *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES KEYNOTES = 9 MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. M (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, (D REMOVE EXISTING BLOCK-OUT AND Q °' & W6) PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. CONNECT TO EXISTING SEWER " 0 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT NOTE: MANHOLE. CONTRACTOR TO FIELD LINE WITH FIRE HYDRANT. ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, VERIFY INVERT ELEVATION. w .� WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. ■i Z OF MERIDIAN ISPWC SUPPLEMENTAL. 00 CONST. 14-FT WIDE ACCESS ROAD PER 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. Z [3/4" METER SETTER, 3/4" METER, 1" PE LINE] THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED MERIDIAN GRAVEL ROAD STANDARD � Z THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF DETAIL DRAWING, G2. 3/4" SINGLE METER SERVICE PER MERIDIAN W1. MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS MANHOLE. g d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] SHALL BE 4-FT. ■= a ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC VANTAGE POIN S SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD E. OFFSITE �a o SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. SW-3. Q NOTE: NO PERMANENT STRUCTURE SHALL BE ALLOWED WITHIN A CITY UTILITY EASEMENT. REFER TO CITY OF MERIDIAN 9cA W Z L NOTE: 2 ; TERRACOTTA Qy THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS STANDARD UTILITY EASEMENT DOCUMENTS FOR EASEMENT BENCH MARKS 69 TBM a n y� �, W U) AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. CONDITIONS/RESTRICTIONS. W COORD. TEMPORARY BENCHMARKS/CONTROL W/ PROJECT SURVEYOR. vANrAP°"�ov M Z o INDEX MAP A W Wco n o 1"=500' �_ w C� to w S1405112402 CITY OF MERIDIAN 2121 E LAKE HAZEL RD Sg\ONA� Fiyc APEX SOUTHEAST MERIDIAN, ID 83642 LENS SUBDIVISION NO. 3 \'11/06/202 5 [EXISTING] � Q 20218 EX SSMH A-1 0 SSMH A-2 N9�� ------------------------------------------------------------------------------------------------- SSMH-A-3 H B Dv�GP - ------------------------------------------------------------------------------------------------------------------------ ---------------- ----- ----------------- o �i 1 E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. EG. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. O hj ~ O O O O 0 0 O O O O W O O O o O CHECKED BY: s sl s s�1—s s sus �� s—��—s s s I s s��s s s�s� s s Hs s s7�—s 5 su s s �s s Is s s s + _ �+ DAVID A. BAILEY P.E. 15 PVC 00.17% �, 15 PVC C�D0.17% c rn `" DRAWN BY: E.G.�E.G.-E.G.-E.G. E.G. E.G. E.G. E.G. E.G. E.G. EG. E.G. E.G. E.G. G. E.G. E.G. E.G. E.G. EG. E.G. E.G. -E.G.E.G. E.G. E.G. E G. E.G. E.G. E. . E.G. E.G. _ 1 0° 180° 180° � U KSC W. VIA ROBERTO ST. U Q _-------IDS-----_---- TDB--- -- TDB —————————— B--_ __ TOB —TO --T96='774Q----_--I-0�----------�"OB —— 7-0 ---------- --------- -- -- -- - ————————————————————————————— ———————————————— — ------�=—=---------_-_- --------=—�--�=_�� --��====—--�— — — — — — — — — — — — — ----- ----- --- — — --- — — — — -- -----` — — — ==— — — — — — S ----- - -----------—— — — — — — — — — — — - - — — — ------------------- - — — — -------------- eol -- -----acr---------- r---------- aol aol— R7406180018 --------------�*r===-_ -- C4 LAND LLC �� -a6r_____ $01------------- S LOCUST GROVE RD R7406180020 zz z i MERIDIAN, ID 83642 ____---- JACKJACK LLC o 0 2284E CAVALLI LN MERIDIAN, ID 83642 z W uj O 30 0 15 30 60 a 0 0 lw SCALE IN FEET toeq 1"=30' o 0 0 W 274 748[=SSMH # -6 FROM STAMPED & 2 � z � N APPROVED APEX SE PLAN SET] w in EX SSMH A-1 [ 0" DIA] {� W STA: +00.00 0 u � �_ RIM: 741.80 � o INV IN:2718.73 15"E a C) oN 274 ? 2745INV OUT: 2718.E 15W O 0;N o oN N 0) Z106I� 2N0 • L 0 Q � CV � � Q �_ > > 0 M Lo 0 in ((n Z w 274 N ~ � � � 2742 I I -- - I -I— --- — ---- ---- --- -- - - -- ———— — ——— — --- - — — -- -- EXISTING GRADE � 0 li 273 I I — —— — ——— 2739 II V) 0 II Z Q >_ j 273 273E J Q W 273 N 2733 W OL W c � ~ W 273 I I W 273 LLJ 0 Q rr� II 0) Q = 0 II FU 2727 I I Q 2727 Z V Q Ld J 0 II J 272 I I 2724 j II W W II > II Z 272 2721 W W I I 346 LF 1 PVC 00.1 % 345 L 15" PVC �0.17% (350 LF C-C) v ' L J 349 LF C-C) DATE: 271 10-25-2024 341 LF 15 PVC 00.17 PROJECT: o 2718 PROJE S E E R LINE A PROFILE 345 LF C- ) C2023-001 HOR: 1 "=30' SHEET VER: 1 "=3' Hot77 15 5st 271 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+0 R! CS Q M E NOTE: NO PERMANENT STRUCTURE SHALL BE ALLOWED WITHIN KEYNOTES C A CITY UTILITY EASEMENT. REFER TO CITY OF MERIDIAN = C L STANDARD UTILITY EASEMENT DOCUMENTS FOR EASEMENT 12"x12"x12" TEE (FLG) Oct CONDITIONS/RESTRICTIONS. O .� 0 - A 2- 12" VALVES (MJxFLG) V 04 o ° A 1- 12" ADAPTER (MJxFLG) = C3 w 2O CONST. 20 LF. 6" WATER MAIN 'i Z ~ � 12"x12"x6" TEE (MJxMJxFLG) Z 6" VALVE (MJxFLG) z FIRE HYDRANT [MERIDIAN W8] 3O CONST. 14-FT GRAVEL ACCESS ROAD �^ a OFFSITE E. TAGEPOINE AS SHOWN. USE SECTION SHOWN ON A r k L �n9 92 0� SHEET 5.1. = Z w LLJ _ ; TERffgRACOTTA Qi � n a 9c n n A � y 4 NOT USED. � W 50 NOT USED. MENEM ZMENEM LLJ o E vA"7A`'E a RECREATION WATER © POTABLE/NON-POTABLE MAIN 5 C° Po/N�CN SEE SHEET 5.12 - CONSTRUCT 53 LF CROSSING. REFER TO WATER NOTE 2 Z M S1405112402 o I - SEE COVER SHEET 1.1 co W w INDEX MAP 12 WATER MAIN � CITY OF MERIDIAN „ , 2121 E LAKE HAZEL RD 1 =500 ° - -- --- ui V 00w MERIDIAN, ID 83642 j co Q Ln __________________________________________. ._______________________________________________________________________________________________________________—_____________- O SSMH A-5_ O SSMH A-4 WATER METER LEGEND LC) LW E.G. E.G. O EG. E.G. E.G. E.G. oEG. EG. E.G. E.G. E.G. O E.G. E.G. E.G. E.G. O E.G. E.G. EG. E.G. oE.G. E.G. E.G. EG. E.G. O E.G. I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 S�QNAL FN + v s s�ls s sus s �s s s— I s s �—s s s s s —s s sus �� 00.17 s—ems s s�,_1,_� s & W6) `�,� ENS 0 15 PVC C�0.17% N � � 6 0 hI f _ ok �G F F 1`\ LOCATION PER MERIDIAN SD W9 IF METER SHARES LOT O Q = E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. E.G. EG.�E.G. E.G. E.G. E.G. EG. E.G. E.G. E.G. EG. EG. E.G. E.G. 1 2 LINE WITH FIRE HYDRANT. Q 11/06/2025 � U ��174° 11 Hill O Ln cn Q W O �- 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. 20218 6 w [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 00 v 3/4" SINGLE METER SERVICE PER MERIDIAN W1. �0 9 F OF SOP P� Toa _ _ Toe o 174 - = O [3/4" METER SETTER, 3/4" METER, 1" PE LINE] ----_------------------------------ - - ------------------ - - ------ _- s s s—ems MARKERS TO BE PROVIDED PER MERIDIAN SD-------- --------------- s s Q U SERVICE B. D — — — — — — — — — — , Toe -- °0 i iiii 12 c~n Q SW-3. flo --—————- - - SS H A-6 � NOTE: CHECKED BY: aol I THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS DAVID A. BAILEY P.E. AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. DRAWN BY: mo \ o o KSC r I o env NOTE. Il �� IIII ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, R7406180020 R7406180030 �� i PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. JACKJACK LLC JACKJACK LLC 2284 E CAVALLI LN 2284 E CAVALLI LN �� ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR MERIDIAN, ID 83642 MERIDIAN, ID 83642 30 0 15 30 60 WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY i 1 OF MERIDIAN ISPWC SUPPLEMENTAL. i THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON RECREATION WATER SCALE IN FEET MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS a SEE SHEET 5.12 1"=30' SHALL BE 4-FT. o 0 *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES w w MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. o P U- U- 275 2751 0_ o 0 ALLS SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, � v v CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. (n u') Z THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED � N N W 04 = FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF Ld N Q r- o\ O MANHOLE.04 o 274Ld " �rn 274$ ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC Q: z N o) O r- " 0 N SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 00 ISO u) 00 " � 0) I 0aLo� � n LO N Z Z) BENCH MARKS 6I TBM Q + � N = 1 L O J r 274 " Z Q FE Z Z N _ 2745 COORD. TEMPORARY BENCHMARKS/CONTROL W/ N H > > N N — — N N Z FINAL GRADE PROJECT SURVEYOR. LL • V) Z Z 2742 EXISTING GRADE 4" P-IRF CROSSING [8" C-9 0 SLEEVE] 0 273 2739 Z \— rmvi r= Q MMj 273 /2736 J Q O O Lci m OF- OF- D > 273 O W O I11 2733 + _ + 2 W W 0 N (o (n 2 LiU 273 ~ Q U 2730 Q � Q � � 0 0 2727 2727 Z (� Q W 272 2724 J W LJ 177 LF 12" PVC 00.25% > 292 LF 15" PVC CAD .17% (181 LF C—C) 272 W 34 LF 15" PVC00.17% ( 96 LF C—C 0 2721 (345 LF —C) 2 W N z V J LL sQ 3 LF 12" PVC00.25% Q(36 LF C—C) DATE: 271 271 8 10-25-2024 PROJECT: SEWER LINE A PROFILE C2023-001 H R: 1 "= 0' SHEET ER: 1 "_ ' 271 +30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 10 14 40 14 70 15 00 15 30 15 60 15 90 16 20 16 50 16 015 5o2 1 SSCO B-1 i -----------� KEYNOTES Q " 0 3 � i _= Q 2 I 2 0 j CONSTRUCT 58 LF CONSTRUCT 120 LF O1 CONST. 14-FT WIDE GRAVEL ACCESS (SEE SHEET 5.1 a o 35.50' EASEMENT g WATER MAIN FOR SECTION) [TEMPORARY] V N aD 8 PVC 00.42% 10 i 12 WATER MAIN CONSTRUCT 51 LF CONSTRUCT 170 LF — L -- - p CONSTRUCT 150 LF 02 22-1/2' BEND (MJ) __ w .� 12 WATER MAIN 12 WATER MAIN 3 TYPE IT' SEWER CLEAN-OUT PER MERIDIAN S1 .y Z ~ 12" WATER MAIN NOT USED Z 12"x12"x8" TEE (FLG) _ P' 1- 12" VALVE (MJxFLG) ' a _ o 1- 8" VALVE (MJxFLG) _ oN CONSTRUCT 125 LF » a ♦ e 1- 12" ADAPTER (MJxFLG) Z w �0 0 oao� � a � W — o Sri 12" WATER MAIN - 0 <� © CONST. 9 LF. 6" WATER MAIN CC L o 2 ,2 ,z o .: "" '"2�'s ^, ��"��" �- �� 12"x12"x6" TEE (MJxMJxFLG) W `" ... w `� 6" VALVE (MJxFLG) Z o + _ �p 90, 5 �. VANTAGE PO/N TE 5 Q &M16 2 —e0l ` 34 A `�\ FIRE HYDRANT [MERIDIAN W8] MENEM L r = &4 SSMH A-8 0 - ` \ A i i 07 INSTALL 2" BLOWOFF ASSEMBLY PER M Z0 4L w 20 Q U �},—s s s s s s 1,��s s MERIDIAN W13 [FUTURE WATER MAIN > o PVO�®0.25% a 00 12 PVC ®0.25� „ - cn Q I SSMH A-7 I � \ EXTENSION �� 90 ��'� a 8 NOT USED. R �m"A � �I� » �/a \ oo w — a o — � o 0 0 0 NOT USED. RA_ Ea f to o A P ® POTABLE/NON-POTABLE MAIN „ s h CROSSING. REFER TO WATER NOTE 2 S�pNAL FN 3 5' CONSTRUCT 198 LF \ �� h - SEE COVER SHEET 1.1 ��`o PI P� PI PIS BL OCK 8 = == = 105' = 8 WATER MAIN BLOCK 9 O A „ Q�� Quo 11/06/2025 F - - PI PI --=P - PI -F F - -PI P F -F F PI PI PI PI PI 20218 - ----- --- -------- -------- ------- ------ -------- --------- �Q� vOti F OF �O G I � P 0 I Oi N i i i CHECKED BY: O 2 00 DAVID A. BAILEY P.E. DRAWN BY: �� O I I V I KSC VANTAGE POlN7E 7 L cn 08 m L9Z o�cPo� I TERRACOTTA Q 9� STA 20+00.00 MATCH SHEET 5.4 �PaNJF VN INDEX MAP o Q g 00 1"=500' W W o 2 m F IL IL a 0 0 275 2754 275 2754 N a U U WATER METER LEGEND N N (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 & W6) V) o o LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT > 2751— 0:: Z N 51 1 LINE WITH FIRE HYDRANT. W o r- °) 3 iv 3 UJI N N w N I 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. c ? — N ? t� [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 7 O N co 0) 7 SSCO B-1 O 3SINGLE METER METER SETTER, 3 SERVICE 4" METER,MERIDIAN" PELINE � II O It N co ao ' N II O N � N STA:2+8 .00 [3/4" / ] Ill 274 ' O • N N I O n 2748 274 ^^O N N N „ 2748 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD + 1 O t •• N a + � „ o I r7 r r �! INV UT:2722.82 8 S SW-3. LL • O + Q + N N � NOTE: 0 N = r- N Z_ O Q > N = � N Z Z O THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS 0 Ln H — Z Q Q > > > AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. I I I (/) > > FINAL GRADE N N — H (/) — FINAL GRADE 30 0 15 30 60 z �++ (N (N (Nw ZZ NNN � Z ZZ 274 2745 274 2745 NOTE: / ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, SCALE IN FEET PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. 1"=30' ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY EXISTING GRADE OF MERIDIAN ISPWC SUPPLEMENTAL. 0 274 2742 274 EXISTING GRADE 2742 THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON — MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS /� 0 4" -IRR SHALL BE 4-FT. V 7 [8" C-900 L[ EVE] *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES 7 MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. > J 273 2739 273 2739 NOTE: J Q w 8" WATER MIN a" WATER MAIN ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, 12" WATER MAIN CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. n M THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED M \ FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF / MANHOLE. 273 N 2736 273 2736 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC W SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. W 0 Lo 0 Lo 0 1111— O BENCH MARKS 6M TBM ~ W 273 0 1 . 1 W 0 W 2733 273 2733 COORD. TEMPORARY BENCHMARKS/CONTROL W/ � � O N PROJECT SURVEYOR. N 2 2 < U < U 0 273 Q w Q 2730 273 2730 Z Q W J 0 2727 2727 2727 2727 J j W W _ > W 272 2724 272 2724 W 189 LF 12" PVC 00.25% 42� " I 148 LF 12 PVC 00.25 . (193 LF C—C) I 78 LF 8 VC ®0 177 LF 12 PVC ®0.25% 2 (152 LF C—C) 0 (80 L C—C) (181 F C—C) Q s DATE: 272 2721 272 2721 10-25-2024 PROJECT: SEWER LINE A ROFILE SEWER LINE B PRO ILE C2023-001 H R: 1 "— 0' HOR: '=30' SHEET ER: 1 "_ ' VER: 1 "=3' 73 2711 20 16 50 16 80 17 10 17 40 17 70 18 00 18 30 18 60 18 90 19 20 19 50 19 80 20 018 271 +80 2+10 2+40 2+70 3+�0 18 • KEYNOTES Q = Q o � m O NOT USED Q cob CONSTRUCT 119 LF ' V N i 8" WATER MAIN 1 \ 20 22-1/2' BEND (MJ) _ 2, I I I I I I I I I W -� 3O NOT USED •y Z ~ m O 3 4 5 6 7 8 9 10 ; P '�'91;x ® NOT USED Z \ \ \ \ I \ \ C STA 20+00.00 ONS, UCT 13 L ti ��xs O MATCH SHEET 5.3 CONSTRUCT 25 F' $ WATERMAIN 1 SyF O 5 2-8"x8" TEE ((MJ ) _ � 8" WATER M IN; , ,�� 3 F` O co 2- 8" VALVES (JxFLG ) •� a T' O E VANTAGE 1- 8" ADAPTER MJxFLG o 6 Z W 1 9 O 8 k8'z6'1 TEE MJxMJxFLG MAIN W rX L 0 N STR U CT LF 1 ° "�" o TERRACOTTA Fq ( ) ~ 23+59.371 o`` 2 Q� � W cn .. 1 21+64.03 21+90.70 22+16.70 22+43.20 1 22+80.20 23+06.70 23+32.70 I 4 6" VALVE (MJxFLG) W 8" WATER MAIN 1 I 4" 39'L , 2 1 4" 38'L 4" 39'L 4" 39'L 4" 39'L 1 1 4" 39'L 4" 39'L 4" 39 L EI 2736.79 "� � `� � � � a [ ]0 � Z o FIRE HYDRANT MERIDIAN W9 1 f El 2735.4 El 2735.60 El 2735.78 El 2735.961 i 1 2736.21 El 2736.39 El 2736.57 _j ,\ E �q ■� - W - --i----J 1 �- t i---- i---- --�---J �- --i--- --- 1 --- --- ' -- 6 \\a Fc / \ \ "r°�ea N m D NOT USED. � Z r --�--- --- --- �- ---- '� 9 '\ / \ ANTE- a 1 \\\JJJ ww g „�, I ww i I wn ww I ww t ww R�"_ x INDEX MAP o ® NOT USED. W 5 \ - - 1 5 / - Lu I I I I I ► ) 1 1 ° A �/� \`\\ 1"-500' O9 POTABLE/NON-POTABLE MAIN w w ,Ij - I 1 1 t I t ) 1 ( \ CROSSING. REFER TO WATER NOTE 2 W w w w w w w w w w w w "Al w w _ I \ x 00 W Z I 40 I 1 1 o I I I 1 156° Q I ` \ - SEE COVER SHEET 1.0 _ ,SSMH A-9 �1 ` I �o o I I POTABLE/NON-POTABLE SERVICE (� sus s § s sf�sJ--FFs�Ls s��s sT-s� s s ,� I �`\ CROSSING. REFER TO WATER NOTE 3 ''' 1 1 PVC 1CcD0.25% N I I 1 '�' I I- 1 -�.' - ' \ - SEE COVER SHEET 1.0 �pNAL F ww 1 ER�IAC 1 TTA 1 N 1 1 1 � N 1 s MH q 10 DENS 'L � � + A +13.16 1 _ 1 ` R a• < I I \ Q 11/06/2025 El 2737.12 \\\ 20218 -� r---�---� r---�----� r---�---� r---�----� r---�---� r---�---� r---�---� r---�---� r---�-----1 r 23+76.22 I ISSMH A-11 1 1 18+72.14 1 19+08.14 1 21+37.14 21+73.14 1 22+09.14 22+45.14 1 22+81.14 1 1 23+17.14 1 1 23+51.64 1 1 I I I I I I I I , I I I I I I I I I I I 4" 27'R I 1 - 1 `\ WATER METER LEGEND vO 9 F OF �QQ 1 4" 222'R I I 4" 222'R , i 4" 28'R i i 4' 28'R 1 i 4" 28'R I 1 4" 28'R , , 4" 28'R 1 , 4" 28'R , 1 4» 28'R I El 2736.87 1 I I 1 „ + \ Q' El 2734.85 El 2735.06 El 2735.24 1 1 El 2735.97 1 1 El 2736.22 1 1 El 2736.461 1 El 2736.701 1 1 ' 1 2 PVC ®0.25% (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 /�/ G 1 1 1 1 I I 1 El 2735.48 1 El 2735.73 /V v I I I I I I I I I I I I I I I I I � I I � 1 1 � •� vvv � 8C W6) � B. D I I I I I I I I I I I I I I I I I I I \ 1 1 1 \ LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT LINE WITH FIRE HYDRANT. I 1 1 CHECKED BY: 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. DAVID A. BAILEY P.E. I I I I I I I I I I I I I I I I I I [3/4" METER SETTER, 3/4" METER, 1" PE LINE] DRAWN BY: I I I I I I I I I I I I I I I I I 1 I I KSC 3/4" SINGLE METER SERVICE PER MERIDIAN W1. I I O I I O I I O I I O I I O I I 10 11 12 13 14 - i WELL LOT/ d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] I I I I I I I I I I I I I I I I I I 1 ' BOOSTER STATION SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD I I I I I I I I I I I I I I I I I I I 1 I I SW-3. I I I I I I I I I I I 1 I I 1 I I NOTE. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS CONSTRUCT 51 LF 30 0 15 30 60 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. I I I I I I I I I I I I I I I I 12" WATER MAIN I I I I I I I I I I I I I I I I I 1 IIIIIIIIIIIIIIIIIIIIIIilill I 1 I I NOTE: BLiddl K 711 1 1 _ SCALE IN FEET ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, 0 0 1„=3O' PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. w w w w ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR 0 WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY a 0 0 2754 2754 OF MERIDIAN ISPWC SUPPLEMENTAL. N THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON o v v MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS N N SHALL BE 4-FT. p 0 0 N *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES V) o o MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. > 275 _ 2751 W z ZN NNE 0:: a N (o NOTE: W N ( (o N r ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, c0 N - d- CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. N O O Or') I qco4 OiN O p O , 4 N O N N N � CC) N r I � n THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATEDj FMM O r, �`! N N H FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 274 p ^ Nr7 r7N a ,j � NF 2NN z0 274$ MANHOLE. • _ ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC p o 'i NN 2NNZ0 WQg » > 0 O O I + d- N NH NH > > NNFZ ZZ N Z Z O 280 LF 18" N N Z Z SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 0 N N - - PERF PIPE ®INA ODE Z w VIP- z > > BENCH MARKS 6M TBM 274 2745 COORD. TEMPORARY BENCHMARKS/CONTROL W/ PROJECT SURVEYOR. -- - --_ - - __ ___ - --- _ _ - --- - --- - --- ---- - - - -- 12" C Z 274T--- -- � -- - -- - GRAVI' � 0 LL EXISTING GRADE 2742 4" P-I R / ) 0 Z Q >- j 273 " WATER MAIN 2739 2"x4"MARKER&FINDER J Q • WIRE PER SD-512 0 `o 0 m ro • O ui Low UTILITY EASEMENT 273 . � 2736 w ow � N o w \=ov) a W w w N 273 N 2733 Q V � 3.5' Na - W 0 273 2730 WATER-TIGHT J r PLUG OR CAP Z v �OF SEWER MAIN w _j0 2727 2727 � J J 45' BEND W w 48 iLF 12" VC 00.25% > 272 24 w w 45' BEND 2.00% MIN DESIGN SLOPE 273 LF C C) (1.00% MIN) Al INV ELEV AS SHOWN ON THE 272 38 LF 12" PVC ®0.25% 2721 PLANS 110 DATE:5-2024 42 LF C-C) PROJECT: SE ER LINE A PROFILE p STANDARD SEWER SERVICE CONNECTION FOR C2023-001 HOR: I "=30 NEW DEVELOPMENT PROJECTS [SD-511 Al SHEET VER: 1 "=3' NOT TO SCALE 2711 80 20 10 20 40 20 70 21 00 21 30 21 60 21 90 22 20 22 50 22 80 23 10 23 40 23 70 24 00 24 30 24 ?�p18 26+77.37 KEYNOTES = o 4" 86'L 26 � El 2737.74 O NOT USED Q �MENEM Cc co CONS`��t T 5 L �` 27+13.69 O N � co $" WET M � �\ 4" 57'L 25 ,�' �' 2 22-1/2' BEND (MJ) T 1 El 2737.57 �i �i = z w ' 03 45' BEND (MJ) �� Z ~ 28 1 27+13.69 �' ,' ® NOT USED = Z CONSTRUCT 15`L I El 2737.57 ` 0 12"x8" CROSS (FLG) a " WATER MAINh, \ Q , ,� 24 �� E. VANTAGE PONTE 2- 8" VALVES (MJxFLG) " ENEM 8 %w 0 26+69.37 1- 12" VALVE (MJxFLG) �, 31 " ' I b m n L92� 1-12"x8" ADAPTOR (MJxFLG) W Z w 4 38 L > /' 27+32.46 El 2737.78 MN O ? ; ERRACOTTA F Qy 2 I 3 4" 42'L 23 a y� 0© CONST. 12 LF. 6" WATER MAIN W rC / `� El 2737.49 8"x8"x6" TEE (MJxMJxFLG) W d 32 26+44.56 2 I �\ 6" VALVE (MJxFLG) � Z o 4" 39'L SSMH A-113 W f `� 27+54.46 E �qNT CE p�N a ■- - w I- �� ♦ 4 42 L 22 C STRUCT 132 L� FIRE HYDRANT [MERIDIAN W9] CO 0 EI 2737.59 / W ` OWN m Z El 2737.39 " a 07 NOT USED. W w 00 33 26+18.56 +�' s 25�, I WATER MAIN, o pl ♦ , INDEX MAP ` CON CT 87 F 4 39 L PVC , 27+s4.4s 1 =500 ® NOT USED. 5 w \ ♦ 4 4111 8" WATER MAI 2737.31 ,� 135, A ♦ El 2737.25 �� ' �� i4� +& "�" ♦ �� ,�� i' �� CROSBNGNREFER OTO WATER NOTE2 � w 25+92.56 % 6 �3S' s >/ w\ f `� 28+06.99 �' �' `� - SEE COVER SHEET 1.1 4" 39'L , * SSMH A-12 , , 'td �� 4" 411 i' i'� `� �<v \ El 2737.03 ,� ` // ' ♦ El 2737.14 �' ® �0 F POTABLE/NON-POTABLE SERVICE NAL / \ ENS 'L { �` / i.\ ♦ * }` �� ,� `� CROSSING. REFER TO WATER NOTE 3 � � \ �� ,' � / `,� g � ' `� `� - SEE COVER SHEET 1.1 �� G 4v 40. `,� / ` CONSTRUCT 1,��F ; ♦ �o �,� Fo " ♦2 , ' Q 11/06/2025 0 8 WATER q}N27+48.4s A, ♦ w `� 19 4 25'R /i O Q �� `� ' / El 2737.41 , , �' ° ♦ '� / ONSTRUCT 1 LF �� 20218 9 ./ s O 1 ® \i w " N o ` � ° 8 WATER N <c/ 2 �� R % ,' 28+67.46 �� F \ 9g � 27+75.37 �� S9 �� 4 41'L 1 8 � O� O ril //�� EI 2737.29 �� ♦ �'' s ` 1. w � 6 ` El 2736.86 28+93.46 2s+00.9s ; \\ ' 4" 41'L 17 CHECKED BY: 4 25'R * , �0 w� i El 2736.74 O DAVID A. BAILEY P.E. q� ' El 2737.17 ` \ � DRAWN BY: KSC ,' O ♦ i f \\ 4" 42 46 16 5 3 9 < 3 28+27.37�� ♦ �� 4" 42'L El 2737.05 % , ` , ♦ `,\ El 2736.64 \ cO O y \ ` 28+61.46 �� ♦ ° td 4" 25'R * y` `�° ` El 2736.89 00 �\{♦ * 00 0 Ao <0. Z Z Z S X \ \ `� ,' ' 28+87.46 \ `s DO 0 0 0 4" 25'R `� // ,/ El 2736.77 `� i / �� zO 2 a rr IILN� \ � I � ,� EI 2736.66 w v v v to N N N \ \ � W N N N 30 0 15 30 60 W 0 0:: z a r� SCALE IN FEET W 1"=30' 275 SSMH _12 SSMH -13 2751 S A:26+9.37 STA:27 13.69 LL ' RIM:2745.86 RIM:27A.6.06 WATER METER LEGEND O INV IN•2 24.98 12"E INV IN: 725.18 12"SE (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 O INV OUT:27 4.88 12"SW INV INV IN: 730.62 4"N & W6) Z W LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT 274 2748 LINE WITH FIRE HYDRANT. INV OU :2725.08 1 "W FINAL GRADE 157 LF 18" � 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. [3/4" METER SETTER, 3/4" METER, 1" PE LINE] Z - - - - - - -- - - --- PERF PIPE ® .00 3/4" SINGLE METER SERVICE PER MERIDIAN 0 - -- - - _ _ _ - _ __ d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 274 _ _ _ _ _ ___-- -- - 2745 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD NOTE: v , -- - - - - 0 EXISTING GRADE THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. Z \ A j 274 4" P-IRR 2742 NOTE: /- ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, J Q W PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. [s" C-900 SLEEVE] 8" ATER IN M $" WATER MAIN ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. J 273 2739 THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON LL r n W MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS V I SHALL BE 4-FT. *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. 273 2736 NOTE: (' ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. Q THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF C)MANHOLE. 273 2733 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC n SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. Z W BENCH MARKS 6I TBM Q J 0 COORD. TEMPORARY BENCHMARKS/CONTROL W/ J 273 2730 � J PROJECT SURVEYOR. co W W O LO O O • F- 2727 O 2727 W W LO W W W + 239 12" PVC 0.25% N .4- 248 LF 12" PVC0 ®0.25% 243 LF C- ) N 272 252 LF -C) 0 Q = 2724 DATE: Q C ) 0 40 LF 12" PVC 00.25% �, II__ 10-25-201 � � SEWER LIN A PROFILE PROJECT: o�3Eooi (4 LF C-C) s (� Q cn < HOR: "=30' SHEET VER: 1 "=3' 27 ��30 24 60 24 90 25 20 25 50 25 80 26 10 26 40 26 70 27 00 27 30 27 60 27 90 28 20 28 50 28 80 29 1021 • Q O U KEYNOTES = Q co O NOT USED Q 02 22-1/2' BEND (MJ) N 16 L T // \� M 45' BEND (MJ) �i Z ~ Z ® NOT USED 29+45.46 ,� �i� s% `� ' 4" 41'L �� X 0 12"x12"x8" TEE (FLG) a \}EI 2736.58�,� �i 1 5 \ 1- 12" VALVE (MJxFLG) E VANTAGE POINTS 8 VALVE J uj p(�� \ ,� �,� \\��\ A `�Y,9 c 1— 12" ADAP ADAPTER (MJxFLG) WP- 12'xl2"xl2" ZJ / v ` COTTA rx5 Q TEE (FLG) LI U) 2- 12" VALVES (MJxFLG) Lu 1- 12" ADAPTER (MJxFLG) Z o \ \ \�` �•�' 1 �''%^\\ E vgNTq .P CONST. 9 LF. 6" WATER MAIN ■-Cc Z /' O 3 `N 29+65.76 °0 12"x12"x6" TEE (MJxMJxFLG) LLI w 00 > o EI' 273L 4 13 INDEX MAP o 6" VALVE (MJxFLG) 1"=cJ00' FIRE HYDRANT [MERIDIAN W8] w J PRESSURE REDUCING STATION/VAULT `�, � to 00111 `? 7 i - ---� ® NOT USED V TO BE COORDINATED WITH CITY OF SSMH A-14 `\ MERIDIAN IN REVIEW PROCESS Q� �v�`' `�� ; E \ 31+20.89 / � � � 11 \ 4" 56'L / 30 0 15 30 GO O9 4" WATER SERVICE CONNECTION PER MERIDIAN W5. � o 29+85.07 -- ---� \\EI 273 .18 12 /' 4" 37'R -v [FOR RPBPA [BACKUP WATER SOURCE] CONN. P� �\ El 2736.49 i O ---- -- ---------- - - -vt /'' S�pNAL F SCALE IN FEET ® POTABLE/NON-POTABLE MAIN 0 `� 3 00 f , ' CROSSING. REFER TO WATER NOTE 2 NO PERMANENT STRUCTURE SHALL BE \� 9 ,'J > , e/ 1"=30' - SEE COVER SHEET 1.0 Q� 11/06/2025 ALLOWED WITHIN A CITY UTILITY O - 131+25.56 1© POTABLE/NON-POTABLE SERVICE 20218 EASEMENT. REFER TO CITY OF \� (V f 1 i 4" 29'L e r \ CROSSING. REFER TO WATER NOTE 3 N O MERIDIAN STANDARD UTILITY EASEMENT `�\Qi --- - -- - --� El 273,P:17 \\ - SEE COVER SHEET 1.0 DOCUMENTS FOR EASEMENT 7 p 15 G ' Q' O FoF � P CONDITIONS/RESTRICTIONS. \ SSMH A-15 \ CHECKED BY: DAVID A. BAILEY P.E. • "' s $�,_ A- �� DRAWN BY: ` \ P �, 10» PV 07 5 - a �--------- ---------- ------- ------ - ---- ��- Ksc _.CONSTRUCT 1 1 309; s - 15 o SI H A-17 -------- _ — --- g— \ 2 WELL LOT/ � --''- - I g _ ----- - -- ------ s � , • BOOSTER STATION ® � ' \ --- RA CONSTRUIICT 74 LF �o CONSTRUCT 51 LF 12 WF�TER MAIN s ` A °cx��`�. o 0 �, ---- 12" WATER MAIN s 2 - _ 5 CONSTRUCT 100 LF ----------- - -------- ---J 12" WATER MAIN - - - - - - - —� - - - �P a 0 0 R } } -PI fOB P PI TOB— r -°I- -°I- - PI TOB AA A\\V W U U -- — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — _ TOB O O —T08 TOB TOE TOB TOB TOB TOB — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — -� \\\\ - W N N T0B CONSTRUCT 315 LII - - _ N a o EDR EDP EDR EDR EDP EDR TOB T0B B TOE TOB �g T06 -rr: �TOB EDR EDR EDR EDP EDP EDR EDP 12 1A�ATCTG >•�AIAI EDR ----EDR TOB \ '_ W o rn EDR EDR EDR EDR EDR EDR EDR EDR- EDR EDR CONSTRUCT 20 LF FOR roe "'�a � z a 12" WATER MAIN EDR EDR EDR CONSTRUCT 19 LF EDR \ CONSTRUCT 39 LF _EDR —� TOB 12" WATER MAIN 12" WATER MAIN FOR Tog \ r _ 275 2754 U') L Z 0 Lcs OLo 0 0 0 3 Z o - O • F-. N O04 04 O ~ Z W 275 O • � o W 2751 W Ir. oo 04o to . � ^ ^ + 0 CV In In rn � (6 04 1 cn n N ESTIMATED OCATION/DEPTH (n Z N � 0) � ' N � LO (0NCV Q � N � OF EXISTING WILLIAMS co cV N Q + N F = N Z O PIPELINES... MUST BE FIELD � p D VERIFIED PRIOR TO ORDERIN = 0 Q +� Z (N > > MATERIALS. Q U 2748 __��/// Q • F 21MN - 0 - 274 F" 2 N N Q m > > FINAL G ADE , ^ N � ¢ > N N z z (� Q WATER METER LEGEND U, 0 N �(~ Z -- (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3- --- - - - -- - - - - - LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT > J - --- _ __ ---- - LINE WITH FIRE HYDRANT. - - -- _ -- ELEV: 2742.44" STEE --- J 274 ---- --- - - WILLIAMS PIPELINE @ SEWER 2745 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. W CROS ING [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 1 . C-900 EXISTING GR NDE 3/4" SINGLE METER SERVICE PER MERIDIAN W1. m STORM DRAIN d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] \ SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD / SW-3. 274 - 2742 NOTE. (n W P IRR THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS W [ C-900SLEEVE] AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. NOTE: W 8" WATER MAIN 12" WATER MAIN ELEV: 2740.07 ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, Q 273 24" STEEL 2739 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. U' WILLIAMS PIPEL NE ® SEWER CROSSING ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR Q WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON Q 273 2736 MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS r n SHALL BE 4-FT. Z V *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES W MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. 0 210' WATER SLEEVE SPANS ENTIRE 75' WILLIAMS PIPEL NE EASEMENT NOTE. 273 2733 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, I CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. J THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED I , ' W FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF W MANHOLE. ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC W 273 2730 SD-51 1A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. L. ' BENCH MARKS 6R TBM COORD. TEMPORARY BENCHMARKS/CONTROL W/ DATE: 2727 PROJECT SURVEYOR. 10-25-2024 258 LF 10" PVC ®0. • 2727 PROJECT: 5 LF 12" PVC 00.25% (262 LF C-C) SEWER LINE A ROFILE 113' SEWER 2 (79 LF C-C) Q 187 LF 10" PVC 00.30% 75' WILLIAMS LPIPELINE AE SEMEN T SHEET H R: 1 = 0 2Q(191 LF C-C) ER: 1 "_ ' 5o6 2722 80 29 10 29 40 29 70 30 00 30 30 30 60 30 90 31 20 31 ,50 31 80 32 10 32 40 32 70 33 00 33 30 33 60 33 90 34 20 34 50 34 80 35 l024 KEYNOTES 9 PLASTIC SKIDS CALPICO = M MODEL PX OR APPROVED 01 11-1/4' BEND (MJ) _ Q co EQUIV. AT 6.5' O.C. PAINT DI STEELN. LCASINGNESS 0 22-1/2' BEND (MJ) N I SEE TABLE FOR SIZING. = C'3 w co UD O NOT USED ■� F � END SEALS REQUIRED Z ON CASING ENDS ® 12"x12"x8" TEE (FLG) Z 025 PIPE SIZED PER PLANS 1- 12" VALVE (MJxFLG) Z STEEL SLEEVE 1- 8" VALVE (MJxFLG)Jx ) _ 1- 12" ADAPTOR MJxFLG ' a 00 O `♦ ♦� S /�/ OUTSIDE A E. VANTAGE PON7E F c� rj CONST. 9 LF. 6" WATER MAIN �x��s�h a ♦ `♦ I HEFTS 0 PIPE DIAMETER DIAMETER = Z o Fq 12"x12"x6" TEE (MJxMJxFLG) z ♦♦ `♦ 1/2" MAX TOLERANCE oplu ERRACOTTA (MJxFLG) W Lu a �� ,� 6" VALVE� � �` ` 6 14" mil y FIRE HYDRANT [MERIDIAN W8] LW �Q \ `♦♦ \® °'� 0-1 891 16 e �a © CONST. 16 LF. 6" WATER MAIN Z w STEEL CASING DETAIL 10" 1s" Vgy�A��N� a ,2"x,2"x6" TEE (MJxMJxFLG) c Z NOT TO SCALE a 6" VALVE (MJxFLG) W w 00 ` a `♦ �_��-- O - J / 12" 22 INDEX MAP o FIRE HYDRANT [MERIDIAN W8] o P \ `�♦ ♦ 1 \ ' 1"=500' 0 NOT USED. wLd to NOT USED. 00 w ♦♦ ♦♦ � s i i i 0 NOT USED. 3 ♦� 6-\ CONSTRUCT 196 LF/ ` \ `♦ e �' 8" WATER MAIN i i , SLEEVE SEWER MAIN ACROSS ENTIRETY VAL F �K,y `♦� p' i OF WILLIAMS PIPELINE EASEMENT. 210 t�55 ENS �♦♦ o ® LF 16" STEEL SLEEVE (SEE DETAIL THIS �p� FO t� F i 37+94.85 i i i i i i SHEET) Q 11/06/2025 O L 4" 52'L i i i i i i 5 11 LOWER WATER MAIN AT STORM DRAIN 2021 8 \P ` ♦♦ 41& ♦; 1 `°� e EI 2737.98 O CROSSING. SEE WATER MAIN LOWERING DETAIL N' � ♦ THIS SHEET. y Q 1�� ♦`♦ 38+54.85 2 - 12 LF SECTIONS OF 12" WATER MAIN v0 F OF 1``� Q �� \ ♦ 4" 52'L i i i i 1 - 205 LF SECTION OF 12" WATER MAIN q/y v� 4 i i i i 6 i 4 - 45' ELBOWS B. D ♦` a \ o 0 0 ___-El 2738.23 i i i i 210 LF 22" STEEL SLEEVE PER DETAIL THIS CONSTRUCT 255 LF A,�,,,�,. �� o• \ �� , , 1Y.' WATER MAIN `� _" J� i 39+14.85 CHECKED BY: i i i i , , SHEET. ``� o $ \ / �'--,, EI' 2738.49 i i + 4 i i i i © NOT USED. DAVID A. BAILEY P.E. ® DRAWN BY: ``�� ^®V �`♦ 8 \ \ �/ �t ,\ 4" 52'L i i i i NOT USED. KSC SSMH A-18 ` s � � ,�,,_ / �'� � ��, � `\ EI 2738.74 POTABLE/NON-POTABLE MAIN CONSTRUCT 45 LFO/'1 i CROSSING. REFER TO WATER NOTE 2 EXISTING OR PROPOSED 12" WATER MAIN `� �,,1• i i i i - SEE COVER SHEET 1.1 PIPING AT CROSSING `♦♦ 6 ��s \ , �, i� J� i 40+34.85 ��<��/��/��/��/��/��/��/��/��/��/��/��/� �� /�!/�!/��' `♦♦ \ �j 4„ 52,L ® POTABLE/N ON-POTABLE SERVICE �, ��i��i��i��/��i��i��i��i��i;�/i� /i \ ♦ VCR / \ ` _,\\EI 2739.00� i i CROSSING. REFER TO WATER NOTE 3 0. i - SEE COVER SHEET 1.1 45' ELBOW (TYP.) ♦� CONSTRUCT 46 LF z z 25; (MJxMJ) `♦ 12 WATER MAIN ^� �� \ ''1/`/� o 0 PRESSURE PIPE \�� \�\\��i��i�� !; s PRESSURE PIPE �� `♦` s� o z SUPPORT NWPL \♦`` `�` s i \ , �i F 0 0 AT CROSSING ��\ `♦�` CONSTRUCT 236 LF o \ ` '� C /�7 coPER SD-407 ♦� ♦` 12 WATER MAIN LENGTH AS REQUIRED `♦ i ' \ o FOR DEPTH `�� `♦ 6 s��s 4 o 04 04 ♦� `♦ SSMH A-19 cn o o MEGALUG (OR CITY OF MERIDIAN `�♦♦ �`♦` ��c= W ^ °\' PRESSURE PIPE LOWERING APPROVED EQUIVALENT) JOINT ♦ ♦ v� 30 0 15 30 60 o z a AT CROSSINGS RESTRAINT (TYP) ` ♦` NOT TO SCALE `` �� SCALE IN FEET W 2754 ? SSMH A-19 • p !d Z o STA:39+92. 4 WATER METER LEGEND O ' RIM:2748.4 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 O 0 � � ) W • H INV IN:2729 49 10"E & w6 Z W It Lo » LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT 275 00 00 .�'� . N INV OUT:27 9.39 10 W 2751 LINE WITH FIRE HYDRANT. ESTIMATED LOCATION/DEP H N N N N OF EXISTIN WILLIAMS I N N i- 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. PIPELINES.. MUST BE FIELDZ Z 0 [3/4" METER SETTER, 3/4" METER, 1" PE LINE] po VERIFIED PRIOR TO ORDERI G = N — — 3/4" SINGLE METER SERVICE PER MERIDIAN W1. Z MATERIALS > > > FINAL GRADE Q U N � Z Z Z [3/4" METER SETTER, 3/4" METER, 1" PE LINE] � 0 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD 274 ~ ~ _ __ 2748 SW-3. '— n- --- ---- ---- -- - - -- -- - - --- ---- ---- --- --- - ---- ---- -- - - - NOTE: v , 0 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS _ AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. Z EXISTING GRADE > J NOTE: Q _ 274 2745 ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, > W PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR W WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY \ ELEV: 2742.03" STEEL OF MERIDIAN ISPWC SUPPLEMENTAL. /j WILLIAMS PIPELINE @ WATER CROSSING » WATER MAIN THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON V / W 274 2742 MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS 12 ATER MAIN SHALL BE 4-FT. W *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. W 273 2739 AILL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER V CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 21 WATER SLEEVE_ SPANS ENTIRE FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. 7 ' WILLIAMS PIPELINE EASEMENT Q 2 7 36 736 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC r SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. Z V BENCH MARKS 61 TBM Q W 0 00 COORD. TEMPORARY BENCHMARKS/CONTROL W/ J 273 2733 PROJECT SURVEYOR. ELEV: 2735.64" STEEL WILLIAMS PIPELINE @ WATER CROSSING 0 W 0 W > N 273 2730 W /Wy 299 LF 10" PVC ®0.30 f ^ N I (303 LF C-C) 2727 N 2727 DATE: 10-25-2024 PROJECT: �195 LF LF 10" PC-C)VC 00 30% S E E R LINE A PROFILE C2023-001 � HOR: 1 =30 VER: 1 "=3' 5o7 27? 4 50 34 80 35 10 35 40 35 70 36 00 36 30 36 60 36 90 37 20 37 50 37 80 38 10 38 40 38 70 39 00 39 30 39 60 39 90 40 20 40 50 40 80 41 p24 KEYNOTES Q 9 _= Q l O / In °° NOT USED Oct 0 / / / ■� 'r 0 22-1/2' BEND (MJ) N i i i l 3 NOT USED ■� Z T W c0 NOT USED � Z 12"x12"x8" TEE (FLG) _ 1— 12" VALVE (MJxFLG) '� a E. VANTAGE POINTE 1— 8" VALVE (MJxFLG) o 40+94.85 / it %l %l a n F�92 c�Po� 1-12" ADAPTOR (MJxFLG) = Z w 4 52L % % ' ' o ® 9�F TERRACOTTA © CONST. 10 LF. 6" WATER MAIN W W El 2739.25 / / / / ' ' ' I Q SEW ; CONSTRUCT 43 LF ; ; I n "� ay" 12"x12"xs" TEE MJxMJxFLG �+ 41+54.85 / / ' \ ONE F � 8 WATER MAIN ' ' I � W0-1 6" VALVE (MJxFLG) 4„ 52'L / / ; E SHEET 5 ; ; I O Z o q e „ FIRE HYDRANT [MERIDIAN W8]El 2739.39 ■� � wo 0 l l 1 I ANT — / / / O �' i �I �' 2 a 07 INSTALL 4" BLOWOFF ASSEMBLY PER W w 00 O / / '��J / 42+19.80 / 4 i i / INDEX MAP a MERIDIAN W13 [FUTURE WATER MAIN > o O �, 4" 52'L i i »—_ ► EXTENSION] w Ld 0 IliEI 2739.47 I CONSTRUCT 90 LF 1 500 _ 12" WATER MAIN I ® NOT USED. _?_- / ' C� to w emu_ /a / �/ \`� 43+78.95 �' 44+42.98 CONSTRUCT 278 LF \ / 4" 56'L i / 4" 56'L I 09 NOT USED. / I / I 12 WATER MAIN s \ r El 2739.67 i El 2740.02 I I ® NOT USED. �pNAL F / / 0 2 / ------ J - o I SS @ 10 �, ` � o E _ r------ t---------- IIII I o I �� GENS ti pI/C / \ o I I I o 1© NOT USED. O �,I FO °° _= " R Q� 11/06/2025 0.30 s I ° q / °°° I I © POTABLE/NON—POTABLE MAIN 20218 , I I I I - III I I i CROSSING. REFER TO WATER NOTE 2 O _ 2 n 1 R iiii i� I i — SEE COVER SHEET 1.1 roe _ _ roe ��s\ / I 0 F OF P eD r s\ pHill II I ® POTABLE/NON—POTABLE SERVICE /� G iz ^ CROSSING. REFER TO WATER NOTE 3 �y g f) �nz—� ��n�� III ��n2�:� IIII I . wiz wi O I `, ` T�n ICJ — SEE COVER SHEET 1.1 \EDR EDR rO@ 6 o I o s C) 5 CHECKED BY: E°R EDR s 64 SSMH�A-21 1 o I o ii o I I DAVID A. BAILEY P.E. \ ED \ \ \ ro@ rr o 1 o o ss s s s +�s s s DRAWN BY: 10 PVC 00.30% I R� `DK r @ \ � � � » _ � � IIII Ii�l � I KSC SSMH A-2 Q) 2 CONSTRUCT 285 EDR_ r � �„ � I I iiii i i I ]> 12 WATER—MAIN °@ 00 s s° Hill i ° i I O EDR ro@ � \ \ % ° SSMH A-20 \ \ Hill I CONSTRUCT 14 LF — op \' D _ 12" WATER MAIN 10 00.307op EDR roe \ I / 1EDR EDR rO@ op PI PI PI PI PI EDR\ EDR ro@ o\ �� I I 30 0 15 30 60 n EDR\, R r @ � �� op �� SCALE IN FEET ��- 1 11=301w f� 2757 2757 z \ SSMH A-22 \ STA:46+81. 6 WATER METER LEGEND \ RIM:2751.71 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 W INV OUT:27 1.73 10"W & W6) J Rc LOCATION PER MERIDIAN SD—W9 IF METER SHARES LOT 275 W O / \ 2754 LINE WITH FIRE HYDRANT. • 0 M O — \ I 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. It c / \ t� [3/4" METER SETTER, 3/4" METER, 1" PE LINE] O 0 O M � O rl- 0 (o / 3/4" SINGLE METER SERVICE PER MERIDIAN W1. N N N N O- N / \ d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] Z W 275 Q + 1 n •• / 2751 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD SW-3. � � N Z � 2 � NZ =O FINAL GRADE / N� NH � ZZ � a > > / THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS Z NNFEZZ — —— _ —— — — — AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. NOTE: 274 — — -- _ _ _ _ ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, __ _ _ _—— — — — _ ———— — — — — — — \ EXISTING GRADE rn" P—IRR PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. V / 0 — — — —— —— — [8" C-900 SLEEVE] ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR 12" C 900 4" P IRR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY STORM DRAIN [8" C-900 SLEEVE] OF MERIDIAN ISPWC SUPPLEMENTAL. Q > J 274 2745 THE CITY OF MERIDIAN REQUIRES 5—FT OF COVER ON J Q W MID—SECTION WATER MAINS; COVER IN ALL OTHER AREAS WATER MAC SHALL BE 4—FT. M �2 *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. > 274 2742 NOTE: W ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. (' 273 2739 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 3 BENCH MARKS 6M TBM 0 COORD. TEMPORARY BENCHMARKS/CONTROL W/ 273 2736 V PROJECT SURVEYOR. Q 0 273 O 2733 J J O W � W OW + = 352 LF 10 PVC 00.300 " PVC 00.30 ' (356 LF C—C) 273 282 LF 6 — 28 2730 Li U W Q DATE: 2727 2727 10-25-2024 (47 LF C—C) SEWER LINE A ROFI LE PROJECT1 C2023-001 H R: 1 )) 0' SHEET ER: 18 2724 80 41 10 41 40 41 70 42 00 42 30 42 60 42 90 43 20 43 50 43 80 44 10 44 40 44 70 45 00 45 30 45 60 45 90 46 20 46 50 46 80 47 ?�p24 • KEYNOTES Q 9 CO i i i i i i O NOT USED Q ° 42 O NOT USED C� N I O I I w m 45' BEND (MJ) O O 8"x8"x8" TEE (FLG) � Z O ! ! 2- 8" VALVES (MJxFLG) QJ O 1 ! 1- 8" ADAPTER (MJxFLG) O O 1 0 E VANTAGE POINTS i ! i 5O CONST. 12 LF. 6" WATER MAIN o 8"x8"x6" TEE (MJxMJxFLG) _ ONSTRUCT 120 LF 6" VALVE (MJxFLG) W Z L 3+70.07 n 7ERR 7TA � i » � SEWER LINE A i Q� ,, FIRE HYDRANT [MERIDIAN W8] � � 3+70.07 4" 59'R 8 WAT R MAIN o ,� W U) i SEE SHEET 5.4 El 2735.43! I I a © INSTALL 4" BLOWOFF ASSEMBLY PER Z o 4 70 R 4" 7.05 y E g MERIDIAN W13 [FUTURE WATER MAIN ■� wo El 2735.43� ____ ___ i 4" 4TR El 2735. 7 i � a � gNTq�P�N � n EXTENSION] 3+28.89 3+02.89 2+78.57 2+50.43 i �N Z �_�,� 4" 39'R 4" 39'R 4" 39'R 4" 39'R a W 00 " - - El 2735.24 El 2735.12 El 2735.01 EI 2734.88 ; INDEX MAP o NOT USED W >_ 3+70.07 i - � 4" 81'R � ` � I I I I - ®500' NOT USED � � � Lu i El 2735.43, �`�` tw 9 V o`Do w Q O NOT USED 1 w POTABLE/NON-POTABLE MAIN 11 �` w I w w o cn I W 0 z CROSSING. REFER TO WATER NOTE 2 S�pNAL FN 1 I -1 11 1 5 �' s J w i i `�' `� �14• ' v I I "' I I _ w - SEE COVER SHEET 1.1 �S EN �� -o - - SSMH A-9 �1 3 �'�,,i s f ��s I 0 >1-�T�®0. sus s sT w m 11 POTABLE/NON-POTABLE SERVICE Q� 11/06/2025 1 1 I 1 EA, A L I T TA I w w CROSSING. REFER TO WATER NOTE 3 SSMH C 1 _ L - SEE COVER SHEET 1.1 20218 1i � 9� v09FOF ��P �a GP _ --�---, qy � -------------- �4 00 ----�--� r---�---, r---�---i i 2+00.57 i i 3+98.57 i i 3+99.33 -- - i 3+06.62 1 12+72.57 1 1 2+36.57 ! » 1 1 1 1 1 , 1 4" 84'R �� „ ! 4 28'L i i4" 28'L i i 4" 28'L i i 4" 28'L i i 4' 206'L i i El 2735.56\ El 2735.14 iEl 2734.98 El 2734.81 1 El 2734.651 1 El 2735.561 1 CHECKED BY: DAVID A. BAILEY P.E. 1 5 i C�ONSTiR CT 2 LF ! ! ! ! ! ! ! DRAWN BY: 5 ! 8 WATE !MAIN 0 1 ! CO�JS RiUCT 58 LF 10.5' ! ! 8� iW TtR M > C) 1 , o , , , , 30 0 15 30 60 4+71.21 4" 28'R SCALE IN FEET „ CONSTROC 62 LF i i i El 2735.90 i i i i i i i i z 8 WATER MAIN 1 =30 0 LOCK! 8 SSMH C-2 _ OC/\ ! 7 F a fN W W Q V) o 275 2751 � C; W W o a- J 274 � 2748 00 En ^N I.- ri oo p p STA + . = � �0N N N NIA 0 pf) N � I O Kj I� � �`! SSMH -9 0 + r, ZO UI� � N N N N � STA:21+01.71 O � Q > 0 � MNz z z Zo RIM:274 .42 �/ Z W 274 ~ _ J Q � Z Z Z Z Z IN N:2723.30 E 2745 w w - - - - - FINAL GRADE-- INV IN:2723.37 1 O W INV OUT:2723.20 1299N WATER METER LEGEND Z - - - - ---- ----- - (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 � 0 - - -- - - & W6) 274 742 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT /- 1 2 LINE WITH FIRE HYDRANT. » EXISTING GRADE 0 � - 12 C-900 II STORM DRAIN ri [3/4"DMETER SETTER,OUBLE METER S3/4" METER, 1"ERVICE PER PE LINE] Z 3/4" SINGLE METER SERVICE PER MERIDIAN W1. > I d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] J 273 AIN 2739 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD Q 8" WATER MAIN SW-3.NOTE: W THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS m 4" P-IRR AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. [8" C 900 SLEEVE] NOTE r 273 2736 ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, V n/ W PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. W ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY 18" PERF IPE ® 0.00% OF MERIDIAN ISPWC SUPPLEMENTAL. 273 2733 THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON �•/ MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS SHALL BE 4-FT. *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. Q 273 2730 NOTE: ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, Zv CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. Q W THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 0 FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 2727 2727 MANHOLE. ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. � W 118 LF 10" PVC ®0.30� " BENCH MARKS 6M TBM \ > 122 LF C C 66 LF 10 VC 00.30% S 1 0 LF C-C W W 272 2724 COORD. TEMPORARY BENCHMARKS/CONTROL W/ PROJECT SURVEYOR. V / DATE: 272 2721 10-25-2024 PROJECT: C2023-001 SEWS LINE C PROFILE SHEET HOR: 1 "=30' VER: 1 "=3' 27b+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8 718 5e9 KEYNOTES Q 9 _= Q co c 01 11-1/4' BEND (MJ) o aA^ o 0 22-1/2' BEND (MJ) N T J N W co 03 NOT USED 'i Z ~ ® NOT USED Z O 8"x8"x8" TEE (FLG) _ 5 2- 8" VALVES (MJxFLG) 'ENEM a / E. VANTAGE POINTS m r F coc'f� 1- 8" ADAPTER (MJxFLG) 5+49.66 / INSTALL 2" BLOWOFF ASSEMBLY PER W ERRACOTTA FQy MERIDIAN W13 [FUTURE WATER MAIN 4" 42'R i a n y� W cn El 2741.85 CONSTRUCT 25 LF / i o EXTENSION] > W SSMH D-2 5+08.21 a NOT USED. 2 Z o 8" WATER MAIN i � � 4" 43'R / iMENEM j El 2741.48 w � o � I V'9h'T'VCE'p0/A' � n 12"x12"x8" TEE (FLG) Z U) M 4+58.10 / 0 1- 12" VALVE MJxFLG W w 00 4" 42'R / INDEX MAP 1- 8" VALVE (MJxFLG)) J > o : FUTURE PHASE / i EI 2741.03 i - w i \\\ j j CONSTRUCT 196� 1 =500 1- 12' ADAPTER (MJxFLG) REVEILLE RIDGE / �\ to < SUBDIVISION \\ 8 WATER MAIN O SOOWN. GRAVEL SE SEC ACCESS S ROAD EET 5.1S V w h\ / o P, �3 \\\\ � / � �- \�'�� NOT USED \ _ / P 6 - - "'ti \P' SEW 1© NOT USED ENS \p J Q�\ \P SEE Sy lNE A o� �� sF0 s VC / EET © NOT USED ®0 5 S. ; Q 11/06/2025 �5 s SSMH D-1 ® a / © NOT USED 20218 NO PERMANENT STRUCTURE SHALL BE \\\\\\\\� s \�3 \w \tea, ; ® POTABLE/NON-POTABLE MAIN 9 P'r o / CROSSING. REFER TO WATER NOTE 2 p F ALLOWED WITHIN A CITY UTILITY � � 8 2 0 ' � w � �/ - SEE COVER SHEET 1.1 tigH F v�GP Q EASEMENT. REFER TO CITY OF Co. ° i POTABLE NON-POTABLE SERVICE B D .MERIDIAN STANDARD UTILITY EASEMENT CONSTRUCT 84 LF 3 s� �� \ w\ w ; ° ; ® CROSSING REFER TO WATER NOTE 3 DOCUMENTS FOR EASEMENT 8" WATER MAIN / a ao s w j i - SEE COVER SHEET 1.1 CHECKED BY: CONDITIONS/RESTRICTIONS. i s � ra� y i DAVID A. BAILEY P.E. 2+44.29 V\0 "" a' w % DRAWN BY: 4" 47'R ��J 3 / h °° s\ �a� w j i KSC El 2739.24 / ® 8 w _%d 2+75.79 4" 42'R 2 El 2739.40 CIDs CONSTRUCT 18 LF .\\�� , ' 00 8" WATER MAIN o o , 5 / ! N i / za 2 � a 1 � 0 o W , SSMH A-18 w p BLOCK 2 , ----------- ---J / PO U- �/ a O SSMH E-1. , � U wU 0 w cq SyF�T F q 30 0 15 30 60 W o r, 0:: z / SCALE IN FEET 1"=30' W 275 2754 275 2754 STA:5+66.03 LL • Z FINAL GRADE RIM:2749.4 STA 2+0 .00= SSMHE-1. STA 2+00. 0= INV IN:273 .37 8"N SSMH D-1 WATER METER LEGEND 0 0 STA:2 82.20 STA:3+82 24 (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 RIM: 748.82 SSMH -1 [BLOCKOUT N] STA 2+00. 0= STA:3+8 .24 INV OUT:27 0.27 8"S RIM:2748. 9 & W6) Z 275 2751 275 SSM+A .18 2751 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT RIM:274 .29 LINE WITH FIRE HYDRANT. [BLOCK UT W] INV IN.2729.46 8"N INV IN:27 9.46 8 W RIM:274 .03 V OUT:2729. 1 8"E INV IN.2729.46 811W INV OUT: 729.36 8"S INV IN:2728.49 10"E 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. _ INV UT:2729.36 8"S - ___ FINAL GRADE INV IN:2728.55 8"N [3/4" METER SETTER, 3/4" METER, 1" PE LINE] _ _ --- INV OU :2728.39 10 NW 3/4" SINGLE METER SERVICE PER MERIDIAN W1. 0 _ [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 274 2748 274 - - __ _ _ 2748 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD ---- --- --- _ ---- �-� ^ SW-3. V / 0 EXISTING GRADE NOTE. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS Z EXISTING GRADE AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. > j 274 2745 274 12" C900 2745 NOTE: J Q W ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, STORM RAIN PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. 8 WATER MAIN 4" P-IRR ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR 8» [8" C- 00 SLEEVE] WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY WATER MgIN OF MERIDIAN ISPWC SUPPLEMENTAL. 274 2742 274 2- W THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS SHALL BE 4-FT. *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES W MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. LLI 273 2739 273 2739 NOTE: (' ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, 3 CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF Q 273 2736 273 2736 MANHOLE. /n ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC Z U SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. Q W BENCH MARKS 6M TBM J 0 273 2733 273 2733 COORD. TEMPORARY BENCHMARKS/CONTROL W/ j PROJECT SURVEYOR. W W 180 LF 8. PVC ®0.4 90 78 LF 8" C C�0.4590 184 LF C-C 2730 W 273 2730 273 W 18 LF C-C I DATE: 2727 2727 2727 2727 10-25-2024 PROJECT: C2023-001 SEWER LINE E PROFILE SEWER LINE D PROFILE SHEET OR: 1 "=30' HOR: "=30' VER: 1 "=3' VER: 1 "=3' 27?3+30 3+00 2+70 2+40 2+10 1 +8S724 27?�+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8�724 O U KEYNOTES = CAL O � � 1 NOT USED OctQ om N O 22-1/2' BEND (MJ) , = C3 w 03 12"x12"x8" TEE (FLG) 'i Z_ ~ � 1- 12" VALVE (MJxFLG) � Z � 1 -8" VALVE (MJxFLG) z 1- 12" ADAPTER (MJxFLG) _ ® CONST. 12 LF. 6" WATER MAIN a E VANTAGE POINTE 000 8"x8"x6" TEE (MJxMJxFLG) 6" VALVE (MJxFLG) = Z w TERRACOTTA 9"FA FIRE HYDRANT [MERIDIAN W8] W CONST. 13 LF 8" WATER MAIN ►� W U) pp CAP & MARK TO SURFACE 40 Z o F. ygNTq Ca 05 NOT USED. � ui a © NOT USED. W wco INDEX MAP 1"=500' 0 07 NOT USED. ? w o / O 00 CROSSING. REFER TO WATER POTABLE/NOBLE INNOTE 2 w SEE COVER SHEET 1.1 i i i CONSTRUCT 13 LF / ' i o��S\�E NLSFWc�'1'F` 8" WATER MAIN �' O �__ SEWER LINE A 11/06/2025 SEE SHEET 5.8 20218 CONSTRUCT 151 LF i 8" WATER MAIN , o � FOF � GP CONSTRUCT 90 LF Oqy B puN 8 ® w \\\��-_ 12" WATER MAIN 8 / w W s o 8\a \� ww I CHECKED BY: W w / DAVID A. BAILEY P.E. s \ w DRAWN BY: SSMH F-1 � s 1��5 l - 8„ KSC w s \ - 04 w " STR CT 14 LF s �0 2 ER MAIN a WAi o W _ 8 N / a % CONSTRUCT 43 LF / Z 8" WATER MAIN SSMH A-20 w W " SE O WER CONSTRUCT 285 LF w SEE SNEET 5 A 12" WATER MAIN 30 0 15 30 60 ;''I'll, iiiiiiiiiiiiiii o 8 SCALE IN FEET Z 1"=30' W � 275 2754 STMH F— 7 WATER METER LEGEND LL Z RIM:2749.09 STA 2+00. O= (PER 6j ITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 0 0 INV OUT:2731.47 8"S SSMH A 20 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT Z w 275 STA:42+7 .35 2751 LINE WITH FIRE HYDRANT. INV IN:2730.44 10"E � 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. - FINAL GRADE IN IN:2730 [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 7 .50 8N I 3/4 Z SINGLE METER SERVICE PER MERIDIAN W1. 6 INV 0 T:2730.34 10"W [3/4" METER SETTER, 3/4" METER, 1" PE LINE] SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD � 0 274 - - - - _ - - - - - _ 2748 SW-3. r_ EXISTING GRADE THE OF MERIDIAN REQUIRES THAT ALL WATER METERS v ,n 0 4" P-IRR AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. Z [8" C-900 SLEEVE] 4" P-I R NOTE: > J 274 [8" C- 00 SLEEVE] 2745 ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. Q W 8' WATER MAIN ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR M WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON 274 2742 MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS W SHALL BE 4-FT. W V *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. W 273 2739 ALLLSSEWER MANHOLES ARE TO BE 48" INNER DIAMETER, CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. Q 2736 2736 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC r SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 7 BENCH MARKS 69 TBM Q W COORD. TEMPORARY BENCHMARKS/CONTROL W/ J 273 2733 PROJECT SURVEYOR. 21 LF 8" PVC 00.45q W W e 219 LF C C I 273 2730 W W V) DATE: 2727 2727 10-25-2024 PROJECT: C2023-001 SEWER LINE F PROFILE SHEET HOR: 1 "=30' VER: 1 "=3' 2724+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +815oll KEYNOTES Q 9 co 1O NOT USED. Oct o 5 o r N � 02 NOT USED. _ w 03 CID ~NOT USED. Z 4) Z ® 12"x12"x12" TEE (FLG) 2- 12" VALVES (MJxFLG) = g 1- 12" ADAPTER (MJxFLG) ■ a VANTAGE POINTE m ®FL cocc O5 12"x12"x8" TEE (FLG) _ o 1- 12" VALVE (MJxFLG) Z w TERRACOTTA 9"F Q 1- 8" VALVE (MJxFLG) W 1- 12" ADAPTER (MJxFLG) W U) Al o W _ © INSTALL 4" BLOWOFF ASSEMBLY PER Z o E VgNTq .P m MERIDIAN W13 [FUTURE WATER MAIN '� co o co EXTENSION] cc Z � M OiN�N a co INDEX MAP W W 07 NOT USED. J 1"=500' wLd ® NOT USED. to w 09 POTABLE/NON-POTABLE MAIN CROSSING. REFER TO WATER NOTE 2 - SEE COVER SHEET 1.1 ss�oNAL FNc ENSFO Q� 11/06/2025 20218 �o qc: 0z � N B. ID CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: KSC CONSTRUCT 36 LF SEWER LINE A 12" WATER MAIN SEE SHEET 5.2 LL 9 j L------------------------------------------------' a _ PI�PI —�C _f' — PI P. PI PI PI- PI- I PI�PI PI�PI PI C'C g[— PI_ — PI PI PI PI PI PI PI PI— - PI PI PI PI PI N —� 5 — -- — — — -- — --- S 5 D S O BLOCK " • 2 9 I SS' Z2��j vWi o O I7/1 R/� O La O � 3 Ttil I d: Z O W " _ 00 O �O O [0 toT OO �O (n �� WI2 z--r-r�/n2 �M? �n2--��/18 yn2 yn 2—�-+ 2�M2�".Yz ,r�z�Yl2 inn z�Ylz— �:z�r�2—V1z---- 'nV72 - _ _ _ 00 _ _CONSTRUCT 327 LF _ _ r _ (o _ _ _ _ CONSTRUCT 343 LF _ �T _ MT _ _ _ U' N A I/E 5 12 WATER MAIN 4 i " 9 1 WATER MAIN 9 RECREA TION A I/E -� Q — — — — — — — — — — — — — - - — - r 1r W W 'I 7 I f L..� SEWER LINE A SEE SHEET 5.2 Z 30 0 15 30 60 0 SCALE IN FEET V) 0 1"=30' Z Q >_ J 275 2751 J Q W IL m 274 2748 W W FINAL GRADE: W 274 — — — _ _ _ 2745 Q EXISTING GRADE —— — — � 274 _ _ _ 2742 Z r W ---------- --------- N, — — — — — — — — -- — — — — — —1 0 � y 273 � �2» WATER 12" C—soo 2739 � J j O ER MAIN STORMDRAIN W W O � 273 O ~ N 2736 W it r W �- Q = DATE: 273 N 2733 10-25-2024 PROJECT: Q C2023-001 RECREATION WATER LINE PRO ILE SHEET HOR: "=30' VER: 1 "=3' 273 20 9+90 9+60 9+30 9+00 8+70 8+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8�730 KEYNOTES Q Q O _ 1 . 01 11-1/4' BEND (MJ) o � N Q 02 REMOVE EXISTING BLOW-OFF = ASSEMBLY AND VALVE AND Z Lu co CONNECT TO EXISTING 12" WATER L MAIN. CONTRACTOR TO Z FIELD-VERIFY LOCATION & ELEVATION OF EXISTING WATER MAIN. ■= a E VANTAGE POINTE COTTA W V � � ■ � Z W 2 ; TERRA Q a cF id■ L ti Lu (n W a � Z_ o E �AHTAOE'PAN n ■ Q O Lu INDEX MAP A W Wco n o 1"=500' �_ w C� co w �S�pNAL FNG ENSFO Q� 11/06/2025 20218 �o q0 Fz � y B. 10D i CHECKED BY: i i II DAVID A. BAILEY P.E. iDRAWN BY: 11 KSC f ill II CONSTRUCT 263 LF 11 12" WATER MAIN i 11 PI PI PI PI ill CONSTRUCT 184 LF ------- z 11 12" WATER MAIN o N ui � i� 11 R o � z II CONSTRUCT 34 LF / o F a o -------------- 12" WATER MAIN + ,'�; 0 011 o Opp O � W Q o ,� --- — - — - eq RECREA Tl < W acq - - - --- -- - --- I La z i. j+ Ld --------------------------------------------- ------------------=______=_----------------------------------------------------------------------------------------------------_ z 30 0 15 30 60 O 0 z W SCALE IN FEET 1"=30' Z O LPL WATER METER LEGEND (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 r n 0 & W6) Z V LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT LINE WITH FIRE HYDRANT. Q > J 275 2754 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. [3/4" METER SETTER, 3/4" METER, 1" PE LINE] J Q W O 3/4" SINGLE METER SERVICE PER MERIDIAN W1. N METER SETTER,SERVICE MARKERSTTOBE METER, PROVIDED PER LIMERIDIANSID] O = � SW-3. O Lci NOTE: 275 / ` 2751 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS FINAL GRADE W W AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. w NOTE: ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, W PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. Q 274 EXISTING GRADE �� 274$ - ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY Q _ OF MERIDIAN ISPWC SUPPLEMENTAL. THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS Q 274 2745 SHALL BE 4-FT. /A *WATER SERVICES PASSING THROUGH SEEPAGE TRENCHES z U MUST BE CONSTRUCTED W/ SLEEVING PER MERIDIAN W7. Q W 12" WATER AIN NOTE: J ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, 0 274 2742 CONSTRUCTED PER ISPWC SD-501 UNLESS OTHERWISE NOTED. J THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED L` FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF W W MANHOLE. ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC ' r 273 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. W LL 2739 L BENCH MARKS 0 TBM W f 0 COORD. TEMPORARY BENCHMARKS/CONTROL W/ PROJECT SURVEYOR. DATE: 273& 2736 10-25-2024 PROJECT: C2023-001 RECREATION WATER LINE PROFILE SHEET HOR: 1 "=30' VER: 1 "=3' 271 40 14 10 13 80 13 50 13 20 12 90 12 60 12 30 12 00 11 70 11 40 11 10 10 80 10 50 10 20 9+gt, 741 Q O E KEYNOTES - Oct = `o ! � CONST. AIR VAC. PER DETAIL THIS SHEET. C� T \ \ \ \ I Z I \ \ \ � Z I I, CONSTRUCT 4 LF 4" PIRR PIPE E. VANTAGE mOINTE �c I N I I 4" P—IRR VALVE '® '29� Q P�� W TERRACOTTA D I ' CAP & MARK TO SURFACE qy� �y W 1 I — Z_ o 4 45° ELBOW • LLJ 1 I E �ANT,gGE Qd c 0 �O INDEX MAP Pam" `N C W w co FUTURE PHASE 1"=500' Q w '� REVEILLE RIDGE uj SUBDIVISION V 0 w I II I I I - I I i NOTE: INSTALL MAIN LINE DRAINS AS REQUIRED TO STANDARD MANHOLE I FIBERGLASS VALVE PROVIDE COMPLETE DRAINAGE DURING WINTER FRAME AND COVER ' BOX & COVER SHUT DOWN OF IRRIGATION SYSTEM. o��SS\0 E NLSF�C/�F 11/06/2025 IN I 0 20218 24"0 CONCRETE v 9 1 WATERMAN MODEL PIPE. LENGTH O OF Q APPROVED METAL OR PLASTIC O CR-100 AIR AS REQUIRED. �'9/y B DUNG ' TAG WITH "NON—POTABLE WATER - RELEASE VALVE DO NOT DRINK" IS REQUIRED. (OR EQUAL) 1 I CONSTRUCT 285 LF CONNECT TO VALVE BOX WITH 1-1/2"0 GALVANIZED CHECKED BY: i 4" PIRR PIPE BOLT AN WIRE TIE. ° ° IRON NIPPLE & 99 ELBOW DAVID A. BAILEY P.E. 71-1/2" SCH. 40 1GAILVANIZED IRON PIPE MAIN DRAWN BY: RISER LINE I DES od ,o. ° �° o BALL VALVE CURB STOP TRENCH BACKFILL + i IRRIGATION MAIN (MUELLER 300 OR EQUAL) OR LATERAL 1-1/2 i o ° TAPPING ~ SADDLE 1 O i -1-1/2" BRANCH TEE 6" MIN 1 � I NOTE: INSTALL AIR RELEASE VALVES AT HIGH 1-1/2"� GALVANIZED 1 I i 4" TEE POINTS IN THE DISTRIBUTION PIPING AS IRON PIPE O 0 0 O 1 CONST. 3 LF 4 P—IRR PIPE REQUIRED To PROVIDE ADEQUATE VENTING. AIR VENT STATION DETAIL 00 � %- � rq I 4" P—IRR VALVE COMMONLOCATE AIR LOTS OR E VALVES NEARROAD WITHIN FRONTAGE PER BPBC STD. CALF RIG-01 �� OO O 0 OO 000 z 1 I NOT TO SCALE O O O o 1 � CAP & MARK TO SURFACE WHENEVER POSSIBLE � O � O 0000 F_ CONSTRUCT 5 LF 0000� O o00 00o 0000 �OOo 0 1 I 4" PIRR PIPE 0-0� 000 ��O0 00000�00 0 *� CONSTRUCT 57 LF �JdD 0 �0 o 000 00 00 4" P—IRR PIPE p O OO O Oo000 ��(2) EXCAVATE TO FREE DRAINING O v8 C��900 SLEEVE SANDS & GRAVELS 2 CUBICO0 4 P—IRR VALVES YARDS MINIMUM 2" WASHED MAINLINE DRAIN W o DRAIN- - REQUIRED. OR As PER BPBC STD.DWG.IRRIG-03 Z NOT TO SCALE I P/L I ' 10 NOTE NOTE 0 1 � � ' EASEMENT REQUIRED ON PIPE SIDE I1 ' f 1" FORD MUELLER OR " OFBDA 0, DEPARTMENT ODE ENVIRONMENTAL BY THE STATE THRUST BLOCKS SHALL BE PROVIDED FOR q 1 IL.I` I I I I i � 6 MIN. HORIZONTAL AND VERTICAL PIPE BENDS I 3' MIN. APPROVED EQUAL ANGLE w 1 z PER ISPWC SD-403 5'—MAX METER STOP W/ LOCK WING & J QUALITY AND MERIDIAN WATER DEPARTMENT. RP BACK FLOW 1 1 IRON PIPE THREAD DEVICE (4" — 1 = z WILKINS 975XL OR 1 �� CONNECTIONS w 1 0 4 THREADED APPROVED EQUAL) I CAP OR PLUG FINISH 4"-8" G I i � GRADE Q 0 1 1 f w VALVE SLEEVE u u VALVE SLEEVE WITH COVER 1 I � RP BACK FLOW WITH COVER VALVE SLEEVE WITH COVOERA DEVICE A HAVE 12" 0 1 O "STANDARD" WITH COVER MIN. CLEARANCE I CARBON 18—INCH STANDARD FROM FINISHED I I CONSTRUCT 247 LF *NOTE: REINFORCED FIBERGLASS GRADE 1 I i 4 PIRR PIPE 1.2'-6" MIN., 5'-0" MAX. VALVE BOX (OR EQUAL) 1 I E IN UNPAVED AREAS ,� 1 I I I r I WHERE THE LINE IS APPROVED METAL OR PLASTIC I I c�j i FREE DRAINING. Z TAG WITH "NON—POTABLE a WATER DO NOT DRINK" IS Q I 2.3'-6" MIN., V-0" MAX. REQUIRED N I IN PAVED AREAS OR a CARTRIDGE DUAL CHECK VALVE 1 ' WHERE THE LINE IS � r � m NOT FREE DRAINING. FORD OR MUELLER OR V 1 o APPROVED EQUAL 1 3 3.FINDER WIRE AND Z + 1 w 1" CLASS 200 N 4" PRESSURE 1 IDENTIFICATION TAPE w cn POLYETHYLENE IRRIGATION MAIN I ' I J� = I IPER THE I I.S.P.W.C. DIVISION " 4" PVC OR ABS 8" WATER MAIN 4" WATER METER 3/4" CURB STOP PIPE VALVE BOX 1 1 900. VALVE. PROVIDE DRAIN FUTURE PHASE ROCK AND BOX PER 4" GATE VALVE I ' I 1 NOTCH 4 VALVE DRAIN VALVE DETAIL Li 1 REVEILLE RIDGE BOX OVER PIPE WITH ' 2" MIN. CLEARANCE THIS SHEET. SLOPE TO Z 1 = I ' SUBDIVISION FROM PIPE DRAIN I I I I 1 SLOPE a 1) TO DRAIN W MATCH SHEET 6.2 ALL CONNECTIONS INTO CONNECT TO 4" P.I. WATER MAIN SHALL BE 4" GATE VALVE MAIN WITH A 1" BRONZE CURB STOP — 4" HOT TAP. INSTALL TAPPING SADDLE MAIN PROVIDE LONG RADIUS BEND 4" GATE VALVE. OR APPROVED EQUAL. IN POLYETHYLENE PIPE LINE WITHOUT KINKS OR DISTORTION Ld (VOTE: LOOP TRACER WIRE FROM MAIN0 TAPPING SADDLE LINE PIPE To SERVICE BOX AND REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY J (ROMAC 101 S OR APPROVED EQUAL) BACK ALONG SERVICE LINE PIPE. TYPICAL LOT SERVICE NOT ro SCALE /n� V , PER BPBC STD.DWG.IRRIG-02 W NOT TO SCALE W e 40 0 20 40 80 SCALE IN FEET Plans Are Accepted For Public 1"-40' Street Construction DATE: 26-2024 By stamping and signing the improvement plans, the Registered PROJECT: Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance -SHEET— of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: 6 ADA COUNTY HIGHWAY DISTRICT 0 C� Q oM 1 � Q O MENEM A M (D V o � KEYNOTES N = C3 w co CONST. 20 LF 8" C-900 SLEEVE CENTERED ON WATER --i 7ER®RACOTToII �o°°'0 0 L9II II ycLAIIII�IIIII�IIIII6IIIIIIIIIII�0,IIIIIIIIII i3�-nIII,I�I,II,4-O,c-2_O—14'-\,,--I�IIIIIIIIIII--I,I;,;I�jIIIIIIIIIII\-III,I,,-/•—O\\-.5.1--,---—II;--ati \IIIIIIIII C—O 32Na_1®:4.S.r_T%,�RR\UIII II-C4;T°"°\•3�7 P�2,---A-�,-q ,La I''I,'IIIIII vL;/F O3��'1 /\5,�\\\\1\\\5\\\/\ •\;C,/, . \ _• /y \2 '`',0O®`.,',23♦.�`_\/ \•' °'/_'_w`*2 O>�1 9 iII ,\\ •^ 1\♦\g_\` �`_`♦ v'v O.♦ — \ ; 6P1 / ,\ _ 0_ `,\ — ` __\\ c /— A—' .0 — s W —_\A— — T _2 E R;6 '\ , o�wC.IJ2 LrLnI�LN1'QV0 iQ...ac�ozn1L'Lr i BLo — J ♦♦•�V � v FF ZZMAIN. CONST. REDUCED PRESSURE BACKFLOW PREVENTION 11 E. VANTAGE ASSEMBLY CONN. � WATER SERVICE LINE SEE RPBPA DETAIL, SHE 6.1 INSTALL TWO (2) 4" CONDUITS - COORDINATE W/ W G G �jDEVELOPER. W CONST. AIR VAC. PER DETAIL SHEET 6.1. ZLOUINDEX MAP CONST. DRAIN PER DETAIL SHEET 6.1. Z` WP L to �WnL0WW�M0 1"=500' coo Ld W SpNAL 8" PIRR PIPE � � FROM PUMP STATION ENS ,� CONSTRUCT 5 LF 11/06/20258» 45° ELBOW 6PIR�PIPE CONSTRUCT 6 LF 6 45 ELBOW 2021 80 6" PIRR PIPE CONSTRUCT 9 LF 6 22.50° ELBOW 6 PIRR PIPE CONSTRUCT 150 LF O 8" 45° ELBOW 6" PIRR PIPE CONSTRUCT 23 LF 8" PIRR PIPE CHECKED BY: DAVID A. BAILEY P DRAWN BY: CONSTRUCT 79 LF 6" 22.50' ELBOW > ` D MATCH SHEET 6• 1 8" PIRR PIPE 29 r----------- CONSTRUCT 25 LF 6" CROSS 6" 11.25° ELBOW 6" PIRR PIPE 2-6"x4" REDUCERS 6 22.50 ELBOW 1-I REDUCER 3000NSTRUCT 2O831LF CONSTRUCT3 LF 6 PIRR PIPE 6" PIRR PIPE- 6" VALVE 8" TEE 8"x6 REDUCER CAP & MARK TO SURFACE CONSTRUCT o 6" 45° ELBOW ---- CONSTRUCT 29 LF 6„ PIRR PIPE CONSTRUCT 97 LF�— ELBOW 6" PIRR PI-0 PE VANTAGE POINTE 4 P-IRR PIPE RUC ONSTRUCT16 LF STRUCT 88 LF 8" C-900 SLEEVE " P 4" PIRR PIPE [GAP SLEEVE ® ISLANDI IRR PIPE 4„ PIRR PIPE 4„ 45' ELBOW(2) 4„ P-IRR VALVES CONSTRUCT 48 LF CONSTRUCT12 LF 4" P-IRR PIPE " o4" 22.50' ELBOW" ICONSTRUCT 9 LF- _ 4" PIRR PIPE 8 C-900 SLEEVE 4" P-IRR PIPE ' W O3 (2) 4" P-IRR VALVES 4" BOW ONSTRUCT 5 �4 45 ELBO 4" P-IRR PIPE 4" P-IRR PIPE� BLOCK 8 BLOCK 9 8 C�900 SLEEVE 8" C-900 SLEEVE .4" TEE-, (2) 4" P-IRR VALVES (2) 4 P-IRR VALVES LF ---- ---- - CONSTRUCT 26 4" 22.50° ELBOW 2 CONSTRUCT 237 LF4 PIRR PIPE 1 0 ONS\RUCT 12CONSTRUCT 115 LF 4 TEE C4 PIRR PIPE LF CONSTRUCT 139 LF CONSTRUCT 1 PIRR PIPE 4" PIR PIPE4 PIRR PIPE 4\ OSRUO O 22.50° E INK PIPEO84 n 7 LEI \ / 4 P-IRR PIPE OW , 0/ \ CONSTRUCT 27 F 4" 22.50° ELB ----z-- CONTRT 5 LF CONSTRUCT 134 LFA_4» PIRR PIPE 4" P-IRR PIPE \ 4 5° ---\CONSTRUCT 21 LF CONSTRUCT 67 LF 44» P-IRR PIPECONSTRU _ /4 P IRR P j5 4" P-IRR PIPE- 4" 45' ELBOW L CONSTRUCT 14 � 4» P-IRR PIPE„ -900 SLEEVE � = 4 P-IRR VALVESCONSTRUCT 275 LF----- sTs sTs s 4 P-IRR PIPE ER AC TT 00 � CONSTRUCT -, -------- ------ CONSTRUCT 1 LF ---------- 4" 22.50° ELBOW 4 P—IRR PI CONSTRUCT 48 LF 4" PIRR PIPE —4" P—IRR PIPE 0 4"•TEE W 8" C-900 SLEEVE _ W 1 (2) 4" P-IRR VALVESI CONSTRUCT CONSTRUCT 155 LF °° 4» P—IRR PIP O O O 2 4 PIRR PIPE 3 ; 4 WELL LOT/ CONST RUCT 72 LF BOOSTER STATION 4„ P-IRR PIPE CONSTRUCT 2 LF C-900 SLEEV 4" P—IRR PIPE ' QI (2) 4" P-IRR VALVES -4 2 .50 ELBOW BLI OCK K L___________________ ____________________—_ _ � 4" 45° ELBOW W CONSTRUCT 5 LF CONSTRUCT 57 LF 4" 90' CONSTRUCT 492 LF_// 4" P-IRR PIPE 4" P-IRR PIPE J4PIRR PIPE 4" 45' ELBOW 11.25' ELBOWLBOWCONSTRUCT 93 LF CONSR 4" 1125° ELBOW-1 4" P-IRR PIPE 4 P-IRR PIPE 4" TEE CONSTRUCT 10 LF Li 4" P-IRR PIPE WI ' 40 0 20 40 80 Plans Are Accepted For Public Street Construction DATE: SCALE IN FEET By stamping and signing the improvement plans, the Registered 11-26-2024 PROJECT' Engineer ensures the District that the plans conform to all District 23-0011"=40' policies and standards. Variances or waivers must be specifical— Ld— L cc ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT • C� Q oM 1 � Q 0, � 2 V o � KEYNOTES N = C3 w OO INSTALL TWO (2) 4" CONDUITS - COORDINATE W/ ? ~ DEVELOPER. Z Z O2 EXTENDED SERVICE AS SHOWN - 2" SCH 80 SLEEVE = QJ UNDER ROADWAY FROM R/W TO R/W. a 03 LOWER P-IRR MAIN UNDER WILLIAMS PIPELINE W Z o EASEMENT. SEE SHEET 5.7 FOR ADD REFERENCES. L E. VANTAGEPUNTE F -MATCH TOP OF WATER MAIN CASING ELEVATION (36" W U) MIN CLEARANCE TO WILLIAMS MAIN) Z o ,E ?ACTrA -LOWER P-IRR AT CROSSING. ■� — w -4 45• ELBOWS Cc Z �5 M -2 10 LF SECTIONS 6" P-IRR MAIN W o VgNTq,E Po/ ,�� -114 LF 6" P-IRR MAIN, SLEEVED ACROSS w J N ENTIRETY OF EASEMENT. — d to 0 -114 LF 14" STEEL SLEEVE V co w R,w R,w R,w R,w R, R,W— INDEX MAP ® NOT USED. 1 "=500' 05 CONST. DRAIN PER DETAIL SHEET 6.1. �S�ONAL FNc E N S Q� 11/06/2025 O F y �O •o EL CK 9 it CHECKED BY: DAVID A. BAILEY P.E. i pRsAWN BY: �- FUTURE PHASE f Ii REVEILLE RIDGE �f �; ` SUBDIVISION f � i FUTURE PHASE 6"x4"x6" TEE ' ;f � f f REVEILLE RIDGE \ `\ 4 90' ELBOW SUBDIVISION \`\ CONSTRUCT 5 LF �� f z o 6" TEE 4" P-IRR PIPE CONSTRUCT 29 LF III n REDUCER { H 4 P-IRR PIPE R� Rw R• r-- _-_ 8„ C-900 SLEEVE a w w 6" VALVE (N) I ft4, (2) 4" P-IRR VALVES CAP & MARK TO SURFACE w 04 ` s s s ' �i= N CONSTRUCT 127 LF > . ® CONSTRUCT 168 LF �6" 45° ELBOW ��\ RW R i �- \s \, ��\ 4" P-IRR PIPE � z 6" PIRR PIPE 4" TEE Ma_T_�d Ma 4" 45° ELBOW CONSTRUCT 44 LF \ \ '� CONST. 3 LF 4" P-IRR MAIN W __---- _ 4" P-IRR PIPE � / \ �•�� &CAFP VALVE (N) � _ --- CO - \ & MARK TO SURFACE CONSTRUCT R 14 LF 4"(/) II -- - -- --— ------- ------- - R PIPE °o5� --- --_-- -- _--_ --�_ � � 4» 90° ELBOW � � 4„ /45° ELBOW \ J 0 CONSTRUCT 31 LF 25 4" TEE v -------- \ 0 Z ----------- _� �`\� 4" p-IRR PIPE � / � � ,,, ,� Q `" �•� 4" 90' ELBOW N3 - y� / CONSTRUCT 1 LF "\ Aps \ 4" P-IRR PIPE --is 11V0 c \ \ �� CONSTRUCT 110 LF�% / / / / r\�\ - CONSTRUCT 108 LF `\ 4 P-IRR PIPE Z 2 LI) / 4" P-IRR PIPE/ - 1� --------------- CONSTRUCT 475 LF 0 — 4" P-IRR PIPE v / \ CONSTRUCT 75 LF 4" p-IRR PIPE e� � � 8" C-900 SLEEVE �� 4 45° ELBOW — O [GAP ® ISLAND] ` CONSTRUCT 61 LF \ Q Q / o W (2) 4 P-IRR VALVES y 1 0" '�-4 P-IRR PIPE_ • LJJ 1 4o* 4» 45° ELBOW---/ J l l l l l l � ` - CONSTRUCT 7 LF ` � � 6 \� 4" P IRR PIPE \% / ! / / % o 1 1 D > W YW 3 Ir — s\, s �� V \ � fn _ J 0 V , 40 0 20 40 80 — j VI W - SCALE IN FEET W 1"=40' LL L.L W n L.L Plans Are Accepted For Public Street Construction DATE: 11-26-2024 By stamping and signing the improvement plans, the Registered PROJECT' Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT 6o3 C� Q oM 1 � Q 0, � E V o � KEYNOTES N 7 = C3 w CID 10 CONST. AIR VAC. PER DETAIL SHEET 6.1. »� Z ~ Z 20 CONST. DRAIN PER DETAIL SHEET 6.1. G� Z •=3O INSTALL TWO (2) 4 CONDUITS - COORDINATE W/ %W . DEVELOPER. = CID W ZL rx D E. VANTAGE POINTE c W (n LU TERRACOTTA �Q y i � LOU (C o ay Z � M LLI W o G W INDEX MAP `N v to w 1"=500' SS�pNAL FNG ENSFO Q� 11/06/2025 CONSTRUCT 353 LF 20218 4" PIRR PIPE �0 q F F p y II. ID 1 CONSTRUCT 54 LF CHECKED BY: 4 P-IRR PIPE DAVID A. BAILEY P.E. 8" C-900 SLEEVE DRAWN BY: �\ \ (2) 4" P-IRR VALVES CONSTRUCT 131 LF s 4" P-IRR PIPE / �� ti► \' it 4" 90° ELBOW I I n LiJ �� CONSTRUCT 36 LF rx Lj CONSTRUCT 59 LF N / +� 4" P-IRR PIPE I W _ O / / 4" P-IRR PIPE / �'' "7� CONSTRUCT 130 LF (n 8 C-900 SLEEVE / �_ B� o / 4" P-IRRVALVES �C/ 4" PIRR PIPE O (2) CONSTRUCT 130 LF ;r ,' ' r\ 2 I N 4 CROSS 4" P-IRR PIPE It/ , 4" 11.25° ELBOW La z U CONSTRUCT 6 LF �h\ 5 CONSTRUCT 15 LF Q f 4 PIRR PIPE 4" PIRR PIPE 1 i " i I �"� 4" 90° ELBOW z r 4 11.25° ELBOW , Iy g 1 ® CONSTRUCT 49 LF CONSTRUCT 38 LF 4 45° ELBOW 4" PIRR PIPE 0 4 PIRR PIPE ; � ; CONSTRUCT 8 LF I Z W \ 4" 45° ELBOW I 4 PIRR PIPE / I L----------- --- o CONSTRUCT 63 LF II 4" PIRR PIPE WW WWI-WOW WW-" 3 ;; CONSTRUCT 97 LF "" 4" P-IRR PIPE 0 — — IIII II z� � ,z�„z- ��,,. I. IIII II 8„ C-900 SLEEVE _ .. _ , (2) 4" P-IRR VALVES \s I II I s s s s I I s s I II IIII I� s�s � �� O II OIIII II ,00 IF , IIII I O Q � IIII I I I W � IIII I o �� CONSTRUCTS 19 LF _ 4" PIRR PIPE CONSTRUCT 68 LF \ \-� O 4" P-IRR PIPE 8 C-900 SLEEVE "L QC (2) 4" P-IRR VALVES '�-� O I 1••� I lal CONSTRUCT 34 LF °P J 4" PIRR PIPE 4" 90° ELBOW CONSTRUCT 98 LF 4" 90° ELBOW 4" PIRR PIPE v I w V) 0 V)V / J W W _ I � w Plans Are Accepted For Public Street Construction DATE: 11-26-2024 By stamping and signing the improvement plans, the Registered PROJECT' 40 0 20 40 $Q Engineer ensures the District that the plans conform to all District C2023-001 policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the SCALE IN FEET Registered Engineer of these responsibilities. 1"=40' BY DATE: ADA COUNTY HIGHWAY DISTRICT 6o4— C� Q M 1 o � U NOTE: _= Q 2 14'-0" TOP OF GRATE ELEV ALL IRRIGATION MANHOLES ARE TO BE Q ono rn 7'-0" 7'-0" SEE PLAN MINIMUM 48" DIA. PRECAST PER I.S.P.W.C. `� �_ N ATTACH GRATE SECURELY J 6 SD-613A WITH A 1' SUMP, UNLESS TO CONCRETE RIM 'I "� OTHERWISE SPECIFIED. Z Fco L FOR ELEVATIONS SEE PROFILE AND PLAN THIS SHEET Z ATURAI PLACE 8" MIN. OF 3/4" NGROUND \� \�\\\/ VARIES PRECAST MANHOLES REQUIRE ■= a MINUS CHRUSHED KOR-N-SEAL FLEXIBLE CONNECTIONS OR AGGREGATE COMPACTED TO PIPE SIZE & 1' SUMP APPROVED (BY DESIGN ENGINEER, IN E. VANrAGEPOINE g = CID N 95% DENSITY. OVER )WRITING EQUIVALENT. F �� Z w COMPACTED SUBGRADE. MATERIAL PER PLAN UNLESS � W OTHERWISE ~ W SPECIFIED GRAVEL ACCESS ROAD IRRIGATION PIPE a' z 0 INV. ELEV. SEE PLAN a ■� Z w TYPICAL SECTION 4'-0" e �ANTgCE P°N Coas 2 N NOT TO SCALE INDEX MAP W W CID 1"=500' J � TYP. IRRIGATION MANHOLE PROFILE w w o NOT TO SCALE V to 00111 NAL FNG ENSFO F Q� -% 11/06/2025 � 20218 �o qOF z � tigH a. Dv�cP � /'� �I `' s �� i I CHECKED BY: DAVID A. BAILEY P.E. � r X III DRAWN BY: r � II I II KSC x JR \ \ \> �oR I EDR f � V � S R-35 01.00% R / PUMP STATION ACCESS PAD - Q 2" C-900 00.25% ` I SEE SECTION PROVIDED, THIS GIRR MM- SHEET. GIRR MH- 00 vvI SCREEN BOX e°R ��/� I / '' 9� _ 12 1' S -35 20.257. , o / Z F / B O "Of? ♦ I �� N N - --- - f, / o h I _ ----- - - � �, To R 3 R 5 . � I � ,,, � vv � I I Win rr s � I w �I Ili I > S ® , I ___----- - - ' ri W O I I � \ I 0:: Z r \ \ I I I of as � wi GIRR MH-3POND STRUCTURE 12" SDR-35 00.25% s �4i------- - ------- I - I I I lI 0 • 0 0 I ---- - ---- r / / / / • W I GIRR MH-4 12" C-900 00.25% i L-------- ------- li r I o 0� 0 rr r---- I Im I - % V / ----- i \ _ 30 0 15 30 60 - 1 - iIII SCALE IN FEET J Q I I , W 1 =30 CL m 275 2751 Z GIRR MH- W STA:5+95. 1 GIRR MH-4 GIRR MH-3 O SCREEN BOX RIM:2746.2 S :5+15.68 STA:4+47.1 GIRR MH-2 _ STA:7+16.7 SUMP:274 .64 RI :2746.46 RIM:2745.9 STA:3+90.1 W TOP OF CHECK BOARDS RIM:2745.99 274ELEV: 2744.50 RIM:2747.0 INV IN:274 .64 12 N ei S MP:2740.45 SUMP:2740. 8 SUMP:2740. 3 GIRR MH-1 2748 Q EST. OPE TIONAL HW : 12" INV IN:2741 13 12"NW STAa2+38 A,RIM•2744.97 ! ^ Q 2744.5 INI OUT:2741. 5 12"SE INV OUT:27 •1.28 12"SE INV OUT•27 1.13 12"S A PROX HYDRAULIC GRADE RI MP•4 40. 5 t■J LINE AT 1.45 CFS FINAL GRADE (WATER RIGHT) INV IN:2740.75 12"N - // _\ INV OUT:27 2.76 12"S 274 2745 r / f TOP OF SCREEN - - - - _ -- - - - EXISTING GRADEA. ELEV: 2741.50 _ W INV. 2742.66 11 LF 12 76 LF 12 / 2742 J j 274 148 LF 12" 12" INV TO WET WELL / - 12 INV S OVERFL WLINE - I -g .► 2739.62 / Ell 2741.93 S E SEWER/WATER ® 0.95% 7 LF 1 " CO CH STORMRAX " 12" NV NE SHEETS FOR UTIL TY SEE SEWER/WATER LASTIC GRATE 47 LF 12 ELEV 2740.00 SHEETS FOR UTILITY SDR-3 ® 1.00% Q OR APPROVED EQUAL - CROSSINGS CROSSINGS W ® 0. 5 12" NV SE TO WET WELL 273 Env 2740.00 2739 BO M OF SCREEN ELEV 2739.50 WATER WILL FLO BO M OF SCREEN V INTO & OUT OF ELEV 2737.50 Plans Are Accepted For Public POND... WATER Street Construction FLOWS BOTH DATE: 273 DIRECTIONS P PE IN T IS 2736 11-26-2024 By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical- C2023-001 12" 111 W TO/FROM POND ly and previously approved by the District in writing. Acceptance ELEV: 2739.50 POND 0 TFALL LINE PROFILE of the improvement plans by the District does not relieve the SHEET HOR: 1 "=30' Registered Engineer of these responsibilities. 3 VER: 1 "=3' 27 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8�733 BYADA COUNTY HIGHWAY DISTRICT DATE: • Q O U Q C i NOTE: PUMP STATION NOTES: � a \ TOP OF GRATE ELEV ALL IRRIGATION BOXES ARE TO BE 1) ALL CONSTRUCTION SHALL BE COMPLETED IN CONFORMANCE WITH IDAHO STANDARDS FOR PUBLIC C� o ° SEE PLAN PRECAST OR CAST-IN-PLACE PER ISPWC N ATTACH GRATE SECURELY SD-619. WORKS CONSTRUCTION (ISPWC) AND ANY OTHER PLUMBING OR ELECTRICAL CODES THAT MAY BE TO CONCRETE RIM 6 APPLICABLE. �= Z FOR ELEVATIONS SEE PROFILE AND PLAN 2) THE PUMP STATION WILL BE OWNED AND MAINTAINED BY THE REVEILLE RIDGE SUBDIVISION HOMEOWNERS' L THIS SHEET ASSOCIATION. Z 777- 3) THE PUMP CONTROL PANEL SHALL BE CONSTRUCTED TO I3R STANDARDS AND COMPONENTS Q� \��% GRATE TO BE EXPANDED STEEL W/ MIN 4 SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING FEATURES: DISCONNECT SWITCH, _ VARIES LBS/S.F. PER ISPWC SD-610 W/ HINGED, OVERCURRENT PROTECTION, THERMAL OVERLOAD, LINE SIDE POWER MONITORING, DC CHOKE, .ENEM LOCKABLE ACCESS LIDS WITH CLEAR LIGHTNING AND SURGE PROTECTION, HIGH DISCHARGE PRESSURE SWITCH, LOW WATER SHUTDOWN. — o 12" SDR-35 SYSTEM INFLOW LINE (FUTURE) \ 1' SUMP ACCESS FOR BOX USE & MAINTENANCE. THE COMPLETED ELECTRICAL SYSTEM SHALL BE A COMPLETE AND OPERATIONAL COMPONENT OF = C3 N OPERATION FOR PH 1 CONSISTS OF EXISTING POND PIPE SIZE & THE PUMPING SYSTEM. THE ELECTRICAL SYSTEM SHALL ALSO INCLUDE A 110 V, 30 AMP Z w INFLOW... NOT REQUIRED UNTIL FUTURE PHASE... 12" D.I. (OPTIONAL MATERIAL PER PLAN UNLESS CONVENIENCELF OUTLET AND NECESSARY TRANSFORMER. W COORD. W/ DEVELOPER TO BLOCKOUT ON SCREEN TRANS. TO C-900) OTHERWISE D TO PUMP STATION SPECIFIED 4) THE IRRIGATION PUMP CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THREE-PHASE IIIU) BOX OR 20 112" SDR-25 ® 0.25% W/ PIPE CAP WET WELL g" POWER SOURCE. III Z o & MARK TO SURFACE IRRIGATION PIPE a. THE PUMP STATION SHALL DELIVER A MINIMUM OF 560 GPM AT 160 TDH AND OPERATE WITH A VFD 3" DIA HOLE FOR INV. ELEV. SEE PLAN Uj (VARIABLE FREQUENCY DRIVE) WITH A NORMAL PRESSURE OF 60 psi. THE VFD o (° CLEMONS RETURN INLET Z Fn 1 SHALL BE AN ABB ACS600, OR APPROVED EQUAL. 0� coLINE - INV ® 2745.00 REINFORCE W/ b. A JOCKEY PUMP SHALL BE SIZED TO PROVIDE FLOWS BELOW THE W w 00 CLEMONS CW800 CLEARWATER 3" DIA HOLE FOR #4 BARS ® 12" SEE TYP. IRRIGATION BOX PROFILE OPERATING RANGE OF THE VFD PUMP IF DETERMINED TO BE NECESSARY BY THE PUMP SUPPLIER. � 9 SCREEN (10" FLG CONN) W/ 18M �st1 FILTER FLUSH LINE O.C. EACH WAY DETAIL NOT TO SCALE 5) PUMP CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER AN OPERATION AND MAINTENANCE w J ? - INV ® 2745.00 MANUAL FOR THE PUMPS, CONTROL PANEL, AND ALL PUMP STATION APPURTENANCES. THE ( Q 00, 10"x12" D.I. OPERATION AND MAINTENANCE MANUAL SHALL INCLUDE SERIAL NUMBERS OF ALL PUMP STATION 0 w O� REDUCER COMPONENTS. 1' 6) PUMP CONTRACTOR SHALL START UP, SHUT DOWN, AND WARRANTY PUMP STATION THROUGH THE tK' FIRST FULL IRRIGATION SEASON. START UP AND SHUT DOWN PROCEDURES SHALL ALSO BE INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL. C)S\pNAL FNC 7) PUMP CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PUMP CONFIGURATION AND PLUMBING TO BE s0 �p 2 USED TO ENGINEER OF RECORD PRIOR TO ORDERING PARTS. 12" C-10 WATERMAN ti' 00' NOTCHES FOR CONCRETE WALL 8) CONTRACTOR TO PROVIDE AN ENCLOSURE OVER PUMP STATION HARDWARE AND CONTROLS. Q 11/06/2025 -;a HEADGATE (UNLESS CHECK BOARDS. SEE ENCLOSURE TYPE AND MATERIALS TO BE APPROVED BY OWNER. 20218 EXPLICITLY NOTED BY 2"� 9) CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. U, p DEVELOPER TO OMIT) DETAIL THIS SHEET. 10) POWER SHALL BE 3 PHASE WITH 480 VOLTS. [TO CUT FLOW FROM POND] 11) CONTRACTOR TO VERIFY THAT ALL COMPONENTS WILL BE ADEQUATE FOR REQUIRED FLOW RATE OF 560 GPM AT PUMP `gyp 9 F OF \1D STATION BUILDOUT. GP � �y B. DUN 12" SDR-35 20 N 2%2" NOTCH FOR TO/FROM POND 0' 12" SDR-35 2"X6" BOARDS CHECKED BY: '60, SYSTEM DAVID A. BAILEY P.E. OVERFLOW LINE DRAWN BY: 8e KSC NOTCHES FOR CHECK BOARDS n NOT TO SCALE 3 8f SCREEN BOX PLAN VIEW $� o NOT TO SCALE O 16 PROVIDE PIPE SUPPORTS 14 AS NECESSARY z 0 FINISHED TOP OF WET WELL GRADE 2747.00 it U W 0 w� SC W H ULLJ N Z_ � Z M 2744.5 0 LLI WATER LINE z r ® ® o _O WET WELL CAN BE SHALLOWED W/ CL VERIFICATION OF PROPER DEPTH FOR 0 Z PUMP TYPE BY PUMP SUPPLIER. 0 8" FLG x MJ ADAPTER Q 7 3 L WET WELL Z SECTION VIEW NOT TO SCALE w PIPE MUST BE Z LEGEND SUBMERGED OPERATION DURING FROM SCREEN 1.05% N 0 1 . 4'x8' SKID (Drylac powder coated) '- 2. 8" D.I. DISCHARGE 10 12" FLEX 3. 8" GEAR OPERATED BUTTERFLY VALVE 11 COUPLER �/� 4. 8" AMIAD SAF 4500 AUTOMATIC SUCTION SCANNER FILTER 48" WET WELL v 0 W/ BYPASS AND 200 MICRON FILTRATION L'�___ SC ENBO FROM SCREENBOX � > [ROUTE 2" PE FLUSH LINE TO SCREEN BOX (DS SIDE OF CHECK BOARDS] 12" INVERT: 2739.80 5. 8" D.I. 90° ELBOW (FLG) 6. 8" CHECK VALVE 7. 8" PRESSURE RELIEF VALVE 8. 8" MAIN PUMP DISCHARGE 1 SCREEN 2732.50 a. 8 MANIFOLD [MINIMUM] 1 - > b. 6" GEAR OP. BFV N c° O c. 8" SPOOL +..r :• :; :e ;• ••'. •ti; ��;.;- 6" MINIMUM 3/4" d. 6" SILENT CHECK VALVE ' "`'. ;•;'` ::'�.,,'�•;��.. ::.t:+.•. , :', . ~:'' I , I 1 MINUS AGGREGATE e. AIR RELIEF t f. MOUNTING BOLTS PUMP SUPPLIER SHALL 9. LIFTING HOOK VERIFY WET WELL rLi 10. 48" WET WELL (VERIFY DEPTH). DEPTH AND DIAMETERADEQUATE FOR PUMP OPERATION 11 . (2x) SUBMERSIBLE TURBINE PUMP �J 10 n/ Q (2x) MIN 280 GPM @ 160 TDH..TOTAL 560 GPM AT 160 TDH) L.L [NOTE: SUBMERSIBLE TURBINE PUMPS SHOWN. VERTICAL TURBINE PUMP(S) ARE AN ACCEPTABLE ALTERNATIVE SO LONG AS 560 GPM I.L ® 160 TDH TOTAL IS PROVIDED]. PUMP SUPPLIER TO VERIFY WET COORDINATE WELL DEPTH PRIOR TO ORDERING MATERIALS FOR WET WELL OR SKID/ENCLOSURE WITH 13 11 8 11 8 PUMP EQUIPMENT. DEVELOPER. OO W 12. JOCKEY PUMP [IF DETERMINED TO BE NECESSARY BY PUMP SUPPLIER] 7 13. 1/2" COUPLER 12 0 14. ACCESS HATCH (W/STEPS PER ISPWC SD-509) J 15. 1 " HALF COUPLER 16. 1/4" HALF COUPLER PUMP STATION O 1s V 17. UL LISTED NEMA 4 VFD CONTROL PANEL W/ IEEE 519 PLAN VIEW W HARMONIC FILTER NOT TO SCALE 18. 3/4" HALF COUPLER (AIR RELIEF) W �1/ NOTE: REFER TO SHOP DRAWINGS 0 LiLL 11/ PROVIDED BY PUMP SUPPLIER mar O O Plans Are Accepted For Public 15 Street Construction DATE: By stamping and signing the improvement plans, the Registered 11-26-2024 AMIAD BLOW OFF. Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical— C2023-001 ly and previously approved by the District in writing. Acceptance H E ET of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE- ADA COUNTY HIGHWAY DISTRICT 7 . 2 M E O_ O LEGEND oLn Q � � HOOPS Roos —""—"" SUBDIVISION BOUNDARY LINE o POLE TYPE ]C Y D E W N END O.D.OF23/8' L 11 GA.TAPERED STEEL NO. SIZE LIN.FT NO. SIZE LIN.FT CENTERLINE w co WITH 3°RIS TYPE 1-30' 24" 64" 1oY2" 11" 11�" 4 #4 21' 6 #4 36' ■E Z ~ RIGHT—OF—WAY LINE L PROVIDE RAIN TYPE 1-35' Z TIGHT CAP- " 84" 1oY2" 11" 11Y" s #4 41' s #s 39' LOT LINE Z MIN.O.D.AT TOP 4" TYPE 2 24" 6U" 8' 1 9" 1 8" 4 #4 21' 6 #4 2T R HISTORICAL 24" 60" 1 12" 1 13" 1 NIA 4 04 21' 6 #4 27' PI CONST. PRESSURE IRRIGATION LINE ■� &16"L — ANCHORBOLTSQESANDLOCATION WITH IRRIGATION RISER � o CN APEX EAST SEE ATTACHMENT PERMACATIONURERS Z W 3t4" SPECIFICATIONS ® GATE VALVE W/RISER SUBDIVISION DETAILS CONDUIT LEVELING W j 5« .. 1 HEIGHT4' NUT 0 MAINLINE DRAIN W <n O.D.AT MAST I- -MAX AR`` LLI ly- ARM BASE 112"THICK •'• •'.��..•.;p: -.:A O AIR RELEASE VALVE Z o 57081 C 3-11116" GUSSETS Q I 1/4" I« va• SEE SCHEDULE #77777C STREET LIGHT NUMBER ■� C3 0 2 n I 2 i w FOR HOOPS AND TYPE 2 AND HISTORICAL Z U) �0 VERTICAL BARS POLE BASE DETAIL W C'•) \ WILLIAMS N = RIGID CAN� LU DO _ _ — \ i PIPELINE o W J i \ I Ld ¢ 3LONG HEX CAP y,-,"y�. �_ LU J 2-112"WIRE ENTRY ' SCREWS TAP 4W (CHASE EDGES) ��HHANDHOLE D.3 GAUGE RING FORCED WITH NOTE: " cD I POLE PLATE 3"CLEARANCE O.UT FOR 142"WIDE WELD TO OUTSIDE UNLESS OTHERWISE SPECIFIED, STREET LIGHTS ARE TO BE C� 00 W cRGUND PLPOLECCVEROFI,°AU°E TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. ry �. OF\ NEC APPROVED �'� 1\ 1 GROUNDING ` I CONNECTOR NLff&WASFER � ALL LIGHTS ALONG AMITY RD ARE TO BE TYPE 1 W/ METER , 1 � 2MIN.T04 MAx I ! REINFORCED HAND 2' $"CLEARANCE Il THREADS �--� x CABINETS AS REQUIRED BY IDAHO POWER. �``�'S\oENsF�C/�L 2'MAK GAPS jo HAND HOLE r' BASE WIDTH x DONDrGRGUT STREET LIGHTS ARE TO BE INSTALLED PER CURRENT CITY \\ Fo MIN.O. T ATTACHMENT DETAILS GALVANIZED Y' Q� 11/0 3/2025 080C BASE LEVEL OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �4 ANDWASHER TYPE 1 AND DAVIT POLE 20218 Q BASE DETAIL N� O j SEE BASE DETAILS M GENERAL NOTES: </ Q F - - 1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 29-DAY COMPRESSIVE OF j GENERAL NOTES: STRENGTH OF S,MO PSI. yq y B Dv�G ,E" 2-ALL REBAR REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF CONCRETE FOUNDATION. 1. MATERIALS AND CONSTRUCTION SHALL CONFORM TO AASHTO ,D" 3.HOOP SHALL HAVE A 6"LAP LENGTH MINIMUM STANDARD SPECIFICATIONS FOR 4.BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITD CHECKED BY: STANDARD DRAWING I-7-C. m STRUCTURAL SUPPORTS FOR DAVID A. BAILEY P.E. n N om in of M H L R H Ac to of M H BOLT DIA.+y; 5.TYPE R TYPE 2 AND DAVIT POLE TO BE PROVIDED WITH METAL,2-PIECE BASE HIGHWAY SIGNS,LUMINAIRES,AND >, 30' 8' 2' 28.5' 30 TRAFFIC SIGNALS,5TH EDITION COVER TO MATCH POLE FINISH DRAWN BY: BASEPLATE AND BOLT B•ALL CON ELBOWS USED IN CONCRETE 6ASE5 SHALL 6E WC KSC 21 35' 12' 2.5' 33' 35 2- POLE SHAFT AND MAST ARM SHALL BE ROUND OR 12-SIDED STEEL PATTERN DETAIL 7,STEELCONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION D ! 8.SPARE STUBOUTS SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC C j PUSH PLUG A7 BOTH ENDS m� 35' 15' 3' 33' 35.5 3. POLE SHAFT SHALL CONFORM TO ASTM A572 GRADE 50 ^ W079C REVISEIDJUN21318 REVISEDJUN21318 QCITY OF MERIDIAN STANDARD DRAWING NO- CITY OF MERIDIAN STANDARD DRAWING NO- SUPPLEMENTAL SUPPLEMENTAL ❑ETAILS FOR WILLIAMS SPECIFICATIONS TYPE I MAST ARM LUMINAIRE SPECIFICATIONS PIPELINE TO THE IDAHOSTANDARDSFOR T1 TO THE IDAHOSTANDARDSFOR STREET LIGHT BASE INSTALLATION T2 PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION I I I I I I I I I Z I I I 0 LLI I I I MERIDIAN CITY APPROVED STREET LIGHTING TABLE o O MANUFACTURER MODEL LUMEN RANGE COLOR VOLTAGE NOMINAL HEIGHT MAST LENGH 57078C w v i al 0 COPPER/STREETWORKS USSL o Cq o Ill a j LEOTEK AR 13 NA AT 25' > Z' I ! © 4000-6000 BONZE 120-277V 25 OR 30 W o � Z j i 29 26 8 AT 30> LU M EC TU LM ' i L-----------------� 0 ® a 70C Ij IL _ I#57075CE VANTAGE POINTS _—_—_—_—_—___— I I II BLOCKI --_ BLOCK 9 05 \ \co 8 \ --- r- __ z � i i I I i j T O O iy 7 ,4 17 - -T-, 57072C LLI " _ " ;ice \\A/ 6 ® -� -\ ---- \a 12 \'\ m l #57074C� j R T '� i �\ �; ,I I \ WILLIAMS #57058C //'► 2 PIPELINE 1/ 21 I \ I � I I ^ �I I j l I � I I � j I I ; � I I � � j I ! ,o •�. _ \ �j ��-� -�--� I�� r 5 65 WELL LOT/ C� I O lO io OI IOi iQ iOl of OI of I / t i BOOSTER STATION -� I„ � �.� / � i/ � r` • PS 7060C I� --- ----------- ---------�---5706--------------- -- 062C Q�� ' i t i570596 2 _— == - — — — — — — — — `=� 1 — 6V j �� 0 i O I ; I i fi I i lam'�" ••��-+" - i i it 2 *57057G i ' i t i 1' i i 1 ' �„ �•��_ Lam_ lit �i l �i/#57061 V I % #57056CI / ii o i cck i o 1, 7055 I ' STREET LIGHTING � �,, / �% l 57054Ct ' i #57052C Davit Pole Q Q 1. All street light construction shall be done in accordance with the current version of the ISPWC, the Meridian Supplemental Specifications WILLIAMS PIPELINE �; " __ to the ISPWC, and the National Electric Code. �. L_ , `" _ i p Li 2. A street lighting electrical permit shall be opened prior to starting work. Use the online Citizen Portal at J_ https://citizenportal.meridiancity.org/CitizenAccess/ to open a permit and request inspections. 2 #57053C W 3. Installation will require inspections for the concrete base reinforcing, O I 1 bedding, backfill, and for the pole and associated wiring. 4. Street light bases shall be located 10'min. from trees, 5'min. from fire hydrants and 2'min. from water meters. 5. Keep accurate notes of conduit, junction box locations. Attach a - i redlined as built drawing of this plan sheet to the street lighting electrical permit, or submit a hard copy to the Meridian Public Works e Department prior to requesting final inspection. 6. Contact the City Transportation and Utility Coordinator (208) 898 5500 for questions regarding Utility Conflicts, or to access locked meter 0� pedestals. W 7. All streetlight components shall be constructed within the right—of—way. 100 0 50 100 200 DATE: STREETLIGHT CONDUIT IS TO BE LOCATED WITHIN RIGHT—OF—WAY. PROJECT: CONTRACTOR TO PROVIDE SCALE IN FEET PROJE AS—BUILT CONDUIT LOCATIONS C2023-001 TO DESIGN ENGINEER FOR 1„=100, SHEET INCLUSION IN RECORD DRAWINGS. DIGLINE PHONE #1-800-342-1585 801 M_O E O Ln KEYNOTES LEGEND MENEM -.0 o KEYNOTES NOTES: —ALL PAVEMENT MARKINGS ARE TO BE IN ACCORDANCE WITH �"�" SUBDIVISION BOUNDARY LINE y��` o AA INSTALL TYPE II SIDEWALK BARRICADE PER ACHD CONSTRUCT MUP PER MUP-06. w_J `� i O Q SECTION 1104 OF THE ISPWC AND THE MUTCD. — - - - — CENTERLINE a SD-1132 W/ THICKENED EDGE ALUMINUM WITH STRIPED DECALS W/ KICK PLATE. 2 4" SOLID WHITE —APPROX EXISTING OF STRIPING SHOWN. FIELD VERIFY EXACT ' Z ~ 0 RIGHT—OF—WAY LINE L 33 I AB INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD LOCATION AND MATCH EXISTING. Z 3 WILL BE EXTENDED IN THE FUTURE" SIGN PER ACHD O 4" DOUBLE YELLOW LOT LINE Z 3 SD-1132B W/ THICKENED EDGE ALUMINUM W/ STRIPED 5 \ i DECALS. ® 24" SOLID WHITE STOP BAR. -ALL STREET SIGNS ARE TO BE INSTALLED PER ACHD TS-1114. _ PI CONST. PRESSURE IRRIGATION LINE ■� CL \, O CROSSWALK CENTERED AT CROSSING. 2'x6' SOLID WHITE —ALL STREET SIGNS SHALL BE IN ACCORDANCE WITH THE MUTCD WITH IRRIGATION RISER — o 5 BARS W/ 4' GAP. _ 0 ® GATE VALVE W/RISER Uj Z w 0 6 RIGHT TURN LANE ARROW (PER MUTCD FIGURE 3B-24(B). W D 0 MAINLINE DRAIN OA AIR RELEASE VALVE MENEM Z o \ w #77777C STREET LIGHT NUMBER ■ENEM Cc CD Z \ LLJ I 2 � wJ I I I 0 co AA AB V 0000 w I IUj AA \ S\ONAL FN I \ - I AB \ 1 ��GENSFO � ; I 11/06/2025 20218 CHECKED BY: DAVID A. BAILEY P.E. ' - ` �-------- � ;' ;' ;' i i ;' '; �u \ \ � � DRAWN BY: AB KSC w 'vn-•y= \'\ \ / / i i i O i' i' it i' i' i' it ir`- \µ \' AD \ T '� O �l /' ; � , ' �r'-__, [� I /� , BC O^ AA 4 A W k 4 a \ I ( —` ' v l _ I r TI MINE \ MINEI Z r N I (D Z LJ I , 341 \ 7 O I 7 \ I Z I AA VI/—/'� 0 28 I ------- / — - ---- / h 23 \ — 71 0 W - _ - E. VANTAGE POINTS --------- --------- -------------------_ _ 34 33 r ------------ \ 19 j 1 5 BLOCK 8 BLOCK 9 0 \ / �� 3 I : o W I 6 n1 O \ \ h 16 I O O O O 2 O O O O O 8 9 10 3 4 5 6 7 8 9 10 O 15 \ O 14 I , I I —N. , \ o `,\ .y 13 I ' I 0 \ J I \ O 12 LLI �I / --------------L----- ----------------- - ,� \ ��, I \ w < J 3 / TERRACOTTA I e , V O2 lO � O2 O3 O4 O5 O6 O7 O8 O9 Plans Are Accepted For Public V , _ _ = Street Construction BLOCK 8 � LOCK 7 BL CK 7 \ ---- By stamping and signing the Improvement plans, the Registered 11—6-2024 Engineer ensures the District that the plans conform to all District PROJECT: Q oc'Icies one sta-dens. Vcr a-ces or waves -ust be soec fica- C2023-001 AB � 60 0 30 60 120 y end c�evio sly cperoved cy the Tis.,ic: I- w,'tl-g. Accep.a-ce AA �� AA AA AB of he morove�ren. olcrs by Abe Distrct does ro: relieve .be Tec ste,ec -cc-eer of these �esco-sibill�es. SCALE IN FEET �Y 'A': 1"=600 ATA COVI T" -i C-VVAY DISTR C 901 -