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CC - Construction Plans CD U) U) >, '0 .r- C o�O 0 C:-X� E 0) .2- Q? ABS Acrylonit(ile-Butadiene-Styrene of Cubic Foot DWG Drawing STANDARD "A"BiRENIATIO"ANS MH Manhole PID Power Pole SB Seepage Bed SY Square Yard A r 00 C IV I- LL .. 2=9 CK 0 ABAND Abandoned Cl Centerline E Easting MW Monitoring Well PSI Pounds per Square Inch SD Storm Drain TAN Tangent A. *-# 0-41 0.Of 0 6 E ACP Asbestos Cement Pipe CO Clean-Out (Sewer) EA EACH FL Flow Line INV Invert N Northing PT Point of Tangency SEC Section TC Top of Curb .0 t5 7F E p AH Ahead CONC Concrete EC End of Curve FTG Footing IRR Irrigation NO. Number PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone W 0 § wO-Q> 4.0 1 > ALT Alternate CONST Construct, Construction EG Edge of Gravel FS Finished Surface ISPWC Idaho Standards For Public OFL Overflow Pipe PVMT Pavement SG Sand and Grease Trap TOB Top of Bank CL 2-6 BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Signal Pole TOE Toe of Slope 0 E C:-0 i5 . V 0 C IQ: .- BK Back CIV Cable Television EM Electric Meter GB Grade Break lVC island Vertical Curb PC Point of Curvature R/W Right-of-Way SPRK Sprinkler TOPO Topography -:5 a �3 co A? W V) BM Bench mark CY Cubic Yard EP Edge of Pavement GIRR Gravity Irrigation L Length PCC Point of Compound Curvature RCP Reinforced Concrete Pipe SS Sanitary Sewer TRANS Transition V Zo.2 .0-0 2.2 6 0 EASE Easement GM Gas Meter LIP Lip of Gutter PE Polyethylene - 0 BVC Beginning of Vertical Curve DBL Double REF Reference STS Storm Tank System TYP Typical < (1) sp, 0= ,�2 '0 27 >_ BW Back of Walk DI Drop Inlet EVC End of Vertical Curve GR Grade LF Linear Foot PIRR Pressuriized Irrigation RL Ridge Line STA Station VB Valve Box (LD -E Z"Coo) 0- co L CB Catch Basin DIA Diameter EXIST Existing HDPE High Density Polyethylene LP Low Point PL Property Line RR Railroad STD Standard VC Vertical Curb iF; CD < A DIP Ductile Iron Pipe FG Finished Grade HORIZ Horizontal LT Left POC Point on Curve Rt Right SVC Supered Vertical Curb VERT Vertical C DW Driveway FH Fire Hydrant HP High Point MAINT Maintenance POT Point on Tangent S Slope SW Sidewalk WM Water Meter (a 0 G CP LU Z 0 NOTES CU 0 E T E .at (L a 0 �_ 0, QENER& CONSTRULTION WAIR 5ULR 1< C� U 0 W M 1. All construction work shall be done in accordance with the current version of the Idaho Standards for 1. Construction of the water system shall conform to the standards in the Idaho Rules for 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA '0 c - c 0, 73-8 Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any Public Drinking Water Systems (IDAPA 58.01.08) as well as the standards and specifications 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 0-0 -a t,E oddendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the referred to in General Construction Note No.l. CLM Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm W Z .2 E standards or specifications. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary Cn drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water 00 E'ro L L G CS,C U sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary main and non-poteble water main to cross with less than eighteen (18) inches of vertical seporation, Cz co 0 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on for a potable water main and non-potable water main to cross with less than eighteen (18) the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public 0 Q 0 site at all times during construction (available on the website). Failure to have a current copy of the inches of vertical separation, the crossing shall be constructed in accordance with Section Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). .2 UJ Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section i Z > Ce 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non-potable services and potable water services or potable water mains t A MOW- 0 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable :g e co Department on site at all times. 3. The horizontal separation of non-potable services and potable water services or potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be 103 00-IUD 05); 0 water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water Z constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems CL 0 E 11 BLK.7 0 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference (or an main and n0n-p0tGb1e water main to cross with less than eighteen (18) inches of vertical BLK.7 t, (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 8 7 6 5 4 3 2 05 5 & on-site meeting with the City of Meridian Project Inspector) prior to start of work. separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho 12 10 9 1 o 20 Cc, Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses '00 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is > Rules (IDAPA 58.01.16). a stormwater treatment facility (i.e., seepage beds, drainage swales). required. No work may begin on any project without twenty-four (24) hour prior notice. 15 C> 9 2_1 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a -8 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of I!&�i,cc E 6. Contractor shall notify the Public Works Inspector forty-eight (48) hours prior to required testing. storm water treatment facility (i.e. seepage beds, drainage swales). pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service W.SIAORY LAXE 11R. Contractor may not open or close water valves. lines and fittings. IV.81110 Z f UNE C11, E 5. The Contractor shall be responsible for providing continuous water service to all existing water CL 8 7. All material furnished on, or for the project must meet the minimum requirements of the approving users affected by construction. If water service must be interrupted, the Contractor shall 6. The Contractor shall conduct an air pressure test and television inspection after all underground A2 0 i�; g! agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that coordinate with the Public Works Inspector. utilities hove been installed. The Contractor shall provide a videotape of the inspection prior to final all materials installed on this project meet the specification requirements set forth in General Construction 13 acceptance of the sewer. 45 =0 Note No. 1. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and �Is 17 7 6 5 4 3 � standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All CCIV inspections shall be completed by a third-party testing firm. tfi-&-5 0'a 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches BLK.6 for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the 8. Approval ond acceptance of oil sewer construction will be by the Public Works Department, and their 14 too 1@ 8 E.-Ei 81- 15 W. Ca decision shall be final. Such inspections shall not relieve the Contractor from the responsibility of co 9 E Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or 16 2 Z ion, approval and final acceptance of all water and sewer construction shall be by the Public C-909, Class 150 PVC. performing the work in an acceptable manner in accordance with the approved construction plans and 9. Inspect Works Deportment, and their decision shall be final. Such inspections shall not relieve the Contractor from Standard Specifications and Drawings. the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE 8. Five (5) feet of cover shall be provided for all water mains located in a section line and 18 BLK.6 8 approved construction plans. mid-secfion line road. Four (4) feet of cover shall be provided for all other water mains. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless 9 10 11 12 1 IPA Vill III otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the TLP 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 9. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration beds and Supplemental Specifications and Drawings to the ISPWC. J writing prior to construction. drywells) at least 25 feet from main water lines. This requirement does not apply to catch 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. 11. Prior to beginning installation of street lights, the Electrical Contractor shall obtain an electrical permit basins or sand and grease vaults. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental 19 W.TALL PRAIRIE DR. from the Building Division of the Meridian Public Works Department. Any deviation in street light locations 10. The Contractor shall notify the Public Works Department two (2) working days before initial Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the from the approved plans must be approved in writing from the City Engineer. construction begins and shall also request inspection of water lines and appurtenances final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached 01? 12. Take all lot dimensions, easements and certain off-site easements from the plot. twenty-four (24) hours in advance of backfilling. sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may 28 11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance with be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. 21 2 7 13. The Contractor shall maintain all existing drainage facilities within the construction area until the applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. 11. The Public Works Department will inspect all public sewer construction whether within public 26 BLL7 drainage and irrigation improvements are in place and functioning. 22 23 24 25 M right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours I= Z 12. The Contractor shall be responsible for locating and marking all existing service connections prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. W= - 31: �9 = �E 6 14. All Contractors working within the project boundaries are responsible for compliance with all applicable .00 0 8��S per Standard Drawing SW3. W ,=,,-, i!� safety laws of any ju(isdictionol body. The Contractor shall be responsible for all barricades, safety devices 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe (n =1 V) and control of traffic within and around the construction area. ;j -M f= 13. After installation of the water mains, the trenches shall be compacted to 95 percent of laying and pipe joining operations and while making sewer taps. Clean and restore to their originol state 3'. = maximum density to prevent further settlement. 4�11 4� _>J H 15. All Contractors working within the public road right-of-way are required to secure a (ight-of-way any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding Cn and pipe zone material shall be three-quGrter (3/4) inch rock chips unless otherwise approved. 'FOR construction permit from ACHD at least twenty-four (24) hours prior to any construction. 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations Co 5-- match final street grade, & that all meter lid elevations match an extension of the sidewalk 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with ,a 1:8 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign current ACHD standards. Zn La shall determine the exact location of all existing utilities before commencing work, The Contractor assumes debris and to ensure that the locking lids ore free of concrete from the collar pouring ILI CD La V) 0: W 7 all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all operation. 14. Install sewer service lines prior to street improvements. UJ underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. Cn C� T V W Z 15. Flanged or mechanical-joint valves shall be located in the street, and fire hydrants are to E`4i I m E "LAN 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet be centered between back of sidewalk and the right-of-way as shown on Standard Drawing W7. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental 0 from water mains. This requirement does not apply to catch basins or sand and grease traps. Ail gate valves shall be set as close (flange connected) as possible to main line fittings. Specifications & Drawings to the iSPWC. N.T.S. BENC;H KS )CLI N X" 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian 0 V- 0 18. Any common lot containing public water or sewer mains shall be fenced at the lot line NAM MD83 (MA GO, HARN) (s). 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings to the Supplemental Specifications & Drawings to the ISPWC. 1W VICTORT Ky. Engineer. VWCAL DATUM HORIZONTAL DATUM 0 7 7-T---i L UJ 00 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 1 � 1 - ,�I'll -, 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide 17. The Contractor may pressure-test all water lines before disinfection and flushing, for His of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of MATION 2701.36 N 695,144 D 14- these locations to the Design Engineer for use in the production of record drawings. own benefit prior to installation of other utilities to ensure the integrity of the installed line. risers and grade rings. The sewer Contractor shall field-verify the elevation of the top of the manhole V) W 00 CHISELED SQUARE IN BACK E 2,451,866 PO C�l After all utilities are installed and prior to paving, the Contractor shall perform a final pressure cone to assure that all ring elevations match final street grades. Manholes may hove twelve (12) inches 17% 00 C-4 HOr*%IZQE6L DMM. USED 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not test and finder wire continuity test with Meridian Public Works Department personnel in maximum of grade rings. �7�5§1- OF CURB �>��, X limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the UJ work to be done outside of the 300' extended boundary of the project will require a separate permit SITE US GOVERNMENT HORIZONTAL NAD83 test. Only water from the City of Meridian's water system shall be used to conduct the pressure 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete let"' ADJUSTED TO THE ADA COUN1Y < through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through test. collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The H.A.R.N. SURVEY �Lj. ACHD Construction Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction 0 M paving Contractor shall contact the City of Meridian Public Works Department twenty-four (24) hours prior W. HARRIS ST.t C? starting. 18. The most current edition of the City of Meridian Specifications and Standards Book MUS1 be to pouring concrete collars. < Z on site at all times. A stop order can be issued if the book is not on site. V) 00 0 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with Ui RQAaAY 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in Do the vertical wall placed on the upstream side and rotated forty-five (45) degrees. Manholes less than CD C-4 the field. Mark and construct service lines in accordance with Section 504 per City of Meridian four (4) feet deep shall have concentric cones. N-0 Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker L! 1. All Contractors working within the public road right-of-way are required to secure a right-of-way W 0) construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the CN 0 20. The Contractor may air-test all the sewer lines after backfilling and settling of the trenches for his 0 M right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where 0- own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He W, AM11Y R 0-wr 1% 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe there is detached sidewalk. 101V shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all ziftf;.Eil INDDA zone. sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule 3. Meridian Public Works will inspect storm drainage improvements serving private roads and par�king lot with City of Meridian Public Works Department a minimum of twenty-four (24) hours prior to the retest. L 1 OF 12 1-1 TITLE SHEET improvements outside the public right-of-way. 2 OF 12 GRD-1 GRADING PLAN & DETAILS 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the 3 OF 12 LGT­1 STREET LIGHT PLAN latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM Engineer. V T(33NITY hUP 4 0 F 12 ST-1 STREET PLAN I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE 22. The Contractor shall be responsible for locating and marking all existing service connections in 1 0=2000' 0 improvements. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL accordance with Standard Drawing SW3. LOCATED IN THE N 1/2 OF SECTION 25, 5 OF 12 ST-2 STREET PROFILES 0 :� 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M. 6 OF12 SD-1 STORM DRAIN PLAN Z Cd 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC MERIDIAN, ADA COUNTY, IDAHO 7 OF 12 S-1 SEWER AND WATER PLAN & PROFILE 6. Ada County Highwcy District will inspect and approve all storm drainage improvements. Meridian Public ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES Book MUST be on site at all times. A stop order can be issued if the book is not on site. W. TALL PRAIME DR. E64 Works will inspect storm drainage improvements serving private roads, parking lots and other paving CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY cc 7 UJ improvements outside the public right-of-way. AN D ALL U NDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG 8 OF 12 S-2 - SEWER AND WATER PLAN & PROFILE Z W Lli W. SMOKEY LAKE CT. / W. SMOKEY WE DR. LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and 9 OF 12 GIRR-1 - GRAVITY IRRIGATION PLAN Z (J) gutter, valley gutter or sidewalk improvements. n 10 OF 12 PIRR-1 PRESSURE IRRIGA11ON PLAN PQ IM UJI 8. The street Contractor shall backfill all sidewalks at the completion of the paving. 11 OF 12 PIRR-2 PRESSURE IRRIGATION DETAILS & NOTES 09 L'i J 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on rri V-110"rin 12 OF 12 DT-1 STREET AND STORM DRAIN DETAILS 04 PLANT Z 0 Z the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. SoMma, .11.2"GEND SEWER LEGEND WATER LEGEND 0 004 6 Q F-- 1). All asphalt match lines for pavement repair shall be parailel to the centedine of the street and 11+00 W_ % 0 include any area damaged by equipment during trenching operations. 0+00.00 Centedine Stationing 1-- 8*S- Sewer Line & Station -W Construct Water Line 17- W 0 V) 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, Contractor Sewer Manhole & Pipe Angle 0 shall replace the entire roadway surface. Concrete Vertical Curb, Gutter & 1809 Install Double Water Service 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel Separated Sidewalk, per ACHD Supplement S.C. Service Connection Install Single Water Service path of a lone. Matchline shall only fall in the center or edge of a travel lane. to ISPWC SD-701 & SD-709 S.L Service Length CD 4). Flowable fill or imported material may be required if the native trench material is deemed woe"Depadawm Z itical factor. Concrete Rolled Curb, Gutter & S.I. Service Invert 0 unsuitable by ACHD Inspector, does not meet compaction standards or time is a cri 4" Install Fire Hydrant 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction Separated Sidewalk, per ACHD Supplement Install Conc. Thrust Block begins. to ISPWC SD-702 & SD-709 Exist Sewer Line & Manhole *L 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the _12W- Existing Water Line 0 SCALE NTS ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD Storm Drain System With a Drop Inlet LL assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be -1 2"SD.*-Z and Manhole Existing Double Water Service 0 DWG.DATE 07/20/2021 5 i&VELOPER ENMINEMR Ill V- approved in writing. The following variances, listed by date and short description, were approved for the Is >_ N.W.6 CINII project: None. � am 400 4wendomm"M Boundary Line Existing Single Water Service J > -Q. PROJ. NO. 210510 . . . . . . . BILTMORE ESTATES, LLC ENGINEERING SOLUTIONS, LLP Z 0 14,- Right-Of-Way Line Existing Fire Hydrant R1 CNII 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but P.O. Box 518 1029 N. Rosario St., Ste. 100 0 X 1_%. Centedine CL P.- SHEET 1 OF 12 not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete Meridian, Idaho 83680-0516 Meridian, Idaho 83642 0 0 MERIDIAN CITY PROJECT 0- work. Any work to be done outside of the 300' extended boundary of the project will require a Lot Line Contact: Lee Centers Kathleen M. Stroschein, P.E. M < 5 separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, RECORD ID. NO. Phone: (208) 888-1852 Phone (208) 938-0980 W requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hours Direction of Surface Flow LD-RSUB-2021-XXXX Email: 888185209maii.com Email: Kathys0engsol.org T� i prior to construction starting. 0 0 < LL Z 0 I SHEETS/21051 0-Tl.DWG c C C `d a c-s o C6 > n > LL o_u"" �'> d mcr 0 6 ® E . .i W U c.2 D sue+ — ........... ® Q®® 5.0 G1 ...--. 0.5°DEEP Vr Co ® 0 0.5CIASEE DETAIL EE e'o �� 5.0° SWALE � � c � C � ��06.. ................ .. . - :. v _ __ -•• �� +� -- —roW � r i r.r. m S ° � �' Lam—. ©•C .... . .. -. . .. ..f.. .. . SEE DETAIL � �• SALE--- !!.:°:............. _ eos �, Q WITS 44— 'oo SWXE— oy �� o� ®� �-' ��� ��o �,os ��Tc ®s `-��. — /� �' mcS° R?% r/�/ `ems �? `�%�8 �` 'y fir' V =® � - �, z ....... �°!�' Z �j. E'il cS'). eS'� �`�•c�� / , �+c� E , c, L LK.7-R :. o �� 7 ®,� e>® CL — _ BLK'7 / O 8 �� •2® ®®. 6 — ®-®� �A 4 �''�js ''.��®� 2 v ® W ® — Aar ® � c T 12 CINro 2� -- ® C �, CQ �: °r C cn 'l C , r LL U , ®.: C , :t CP 2709............... a . . ®� ?,®� ®� �j06, �� :w / ® U 12 1>0 / 0 - S® 1° a °e -- 1�1.SIOKEY LAKE DRm a Q ' CL CoAu ® o - _ g9 .. + - - o -.. a W.SMOKEY CDR. o 0. . + C14 ° � <— yg s ® o 0 Lo as -0 ® S OK E CT. �@ O `^� —® ' ® 9F3°t e C C��J • -.......... O qyr o a • o. •: ® ®. (� A6.• C to CL­ 'V�®6 \ 45.?:c; .-. -gym � ILA cc 2T11 � 17+ 2.90 �,® y s , V C ®' 4 �e•s i ® 7 ................ 5 4 .. SB# 1 s ° o � wc �� I p @j 17 ice^ ............... .. ...--t � .... J\• 4 c. .0 ca �oCo 0:5 .....2709.53- G2 aw 4 ��� 15 �� 16 �� _ �9a® ��00® ®�`�® Q�°0 ��3 ��® 1�® �� =\5� E °� \ � � ® a � o y�, •- TOE 21®..® �1 — 21--ram-- 2� �-10 __. . �1® ram_ �1®' �1® :® V) ® C `�1 o. .: _ -- LSCALE IN FEET �� ...... ....... .�� �� �� 27ro ��,, 2�ro - - `��' " t:�•. _ �� �2 e• ® ..-•e to � �'�, ,,,�°�, ,� ,� .00 00 NIP 18 -� BLU 2710°26 8 9 10 11 12 `L ski so ®` ;: ``= ` • `l, KEG y eA\ BRA :•.- _.-• .__. 2711... o® 00 10 2710 R�p1 _..... ............... 1® 2711°60 �� �`�"� `` 11�� ®° ®®-� e ; UJ ('( \\ a: of •. % 9`(` ° PT E5 o Iry NG '��Q' 'l�Q mOQ� QQ �' (MATCH EXISTS ) 2 2 ti� 21 BLKsS �' Uj � �ac , Uj 2712.43 m 2712m1 J11........................ uU "y o 43 2 rsi 26 :;.. 25 �- 0— MATCH22 26 24CD � •��� 270� �kh- ..--• 1° TOP FINISHED GRADE � 8.7p �►. 5' LLI 00lip �'�� ® e',® :moo // ���®� �.. _`�� \ BOTTOM FINISHED `L �9 f f;i f o° 11811=11�o o I° ® _0 G3 Z?11 h0 ®o ® ��, �o���oQ. 21 \ f�f f f�6 f f_ m =�s ' Li x A� �Z �,�� ,��Q �® 20 '' ..........0� ,moo° 'i'° `� °._ -- 0 - \ flf=1 @ o °- COMPACTED STABLE C3 -.TOE. *2709.80 c� TOE TOE-T `�-- roE - ----- -`��-- `��-T - -- -` 2't -- „ O...-,.� •' SUS GRADE "� 2715•0 2713°� 271 -j "'r '2,-,7 27 -.."'r'!`W 2 2711.70T__ 27 � r7. �. _ram 271p.pp f !�` `� ` 4 p 3°'® �Z.T f2.50 �'� 7 2•pa _ Q- 2 :' ELEVATIONS - 0 ®3�_ 2 - �l y 2707-:. SEE P E FOR a '°�2715.00` roe f 2712.50® �jy --roP-• -2712.7p 27)2.5p ? �-° ray - 2711.70 �msTs- pT r pd .'' e ro T' r-30 rZmp� -- ® - --- �, GRADING DETAIL G2 CK y ' fi s l .r' . - $ . Y .• ��re e-m yb 9�." E 00 0 °T°S 71 �► N 10, ` P / � `` o'` ��4 ��'``.° �•; _��e -..-• w g •-.7 O S. 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF Q m GRASS AID/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, D OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. -a ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON—SITE SHALL BE DISPOSED OF OFF—SITE AT AN APPROVEDLOCATION. o 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT MIX TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. co U cc IN T REQUIRE FILL T E 0 IDS OF RIGHT—OF—WAY, CO CTOR S STRIP I NG GROUND D BACK UC FILL TO 95% CL � ® M■y STANDARD PROCTOR I 1—FOOT MAXIMUM LIFTS. COMPACTION TESTING D INSPECTION S BE PERFORMED A TESTING LABORATORYQUALIFIED TO PERFORM z ��-° Z SUCH INSPECTIONS. COMPACTION RESULTS MUST BE SUBMITTEDT E BUILDING PRIOR TO ISSUANCE OF BUILDING PERMITS,, AND TO ENGINEERING < �.y O ONS TESTS E PERFORM 5° ® ® ® CM I 1 1° B 9 Z z 5 10 � MATCH EXISTING ' ® g? 0% EVELATION VARIESloe! TOP FINISHED GRADE E F— v StQPE Lj x 2524.99 Finished Grade (Back of Sidewalk) ' ��� _- - - _- ____- L � STD G c� a afES GROUND x 2,5J5®� astan Ground Elevation FINISHED G E ���--"lf-ll 9��fff���flf��ff���fGf���flf���flf�c�f�f���flf���flf���flf���flf _ — -� OC flf`�f f f�_�flf��f�� �.,., 1.04 — ——TOE--— Toe Of Slope f—II(--®—TOP— „gf1fG��f6fli�llf: -o i=flf-,¢�- C M PACTS STABLE z —— -- — Top Slope r Grade Break SUB-GRADE DE � .•SCALE Top Slope r Grade Break U ®Le ns®- `- Grading Limits SEE PLAN MIEW FOR ELEVATIONS SEE PLAN VIIEWFOR ELEVATIONS 2520 -� Existing Ground Contour 0 SCALE 1"DSO' G1 GRADING DETAIL G1 G3% GRADEN' ---� Drainage o O N°T.S mT°S DING.®ATE 7' 1 21 — — —RL` ®® fide Line / PROJ. No. 20510 f�l SHEET 2 OF 12 C < G D. 1 Uj 0 - SHEETS/2 1 0308-ST.OG i a L C C U.® c E } ® 0® c 6✓8 ® � P.n 5 3 i LL m_ 4 �� 4"PI �1lII�o. . . 4mont �L ® ,s, f— 0 0 C�— t e,.......®...._...,........:, s 'b zr i ® Q) •6'.s CL­ o `„, }'. }t .v.,.....:®. .. ..W,.,jt I 1 tom. ®®• Cv`j Q c li 3 5.. c 45 c + + vD ,D � r OLK.7cc E 12 G >- a 7? �. A � uj tE / \ 0 ®Lu t08 LLJ / \ \ �r®s ® era LjL f=. o s 6 4D 809 n a... O`#xxxxxx � y .. -�.,,.-». :•ram , e w O 9 _ m ,Y •-..m..�....... .- a • _ ... ..o H 4PV F W.SMOKEY E DR E DR. � . .I �iN10 r� -- — — LAKE Baw Cc , 011, t Q Us L CT./@ 3 m a .e x ao 13 N4 ®O =s} '�,"a, �° ®. - �:-®• 1, •®. I 0 d v s.,• QS m `� 1'sl `�'..' (tLx X_x u a z C :ate • - m.... �17 . \ / s o CL v ' `m z 00 \ / +) k U 1 r 1 n,w .,. elk „ m mm A' =j. ,.., _ 2 4uP6 • l x f "' ,>s� 6� .. /,.` tares •7 lpel 18 8 71 11 1 /, •t• \ Q>- � T ,= g.._ uf ll 1 is1 03 LU coD Ln • i. �y eg d 0 � �. ..RIG a�' . .\' • // 2w. eo Q sF CJ J v AL O I♦ /\I♦ \/�(�� `/�(�'a/�/�' x ® I\ O\I♦ sue 4 \ r \ • z• a x 19 ftxxxxx� } — 4}, has 4 '`wN..U.,. � E 4„ :.® '- �»°'`y '`'_.. � A • \\\ —f 49 o.•". 77. f' 49 z - ®S "``... '\,; / q A . rt V • i . 3t t`t„= f r"'% a'm, &s� p V4 '::�. vi " \ D•®•s• P— U `9 - La La 3t e m 6LS ell `"ate a • .,, -- — \ a d m ®i7 Q@OCR . 20 /may L L ' f } 3 ttti u - � P " mw msn* x , .a+mnvnmmma nmns"msrwm+x ma.,,mmm.ar,,,,',au,w.mum m `,t p cm e \ co mm m \ 6Y - o- y 1 . , \ 01 Go Cl C l �, 27 p, 0 21 \ ` 0 v d � t �•o ;�,o, z.� 26 � 23 2225 `�M0 24 ® \ COD e\, ! ® V oa 00 BLIKs loop ✓ mom7 ® •ter a! , 4 Fi r ., i.\ . m Z 7 'STIREvErl"' LIC"ifirml ~ ®.1 04 Lo — 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN ® 04 Uj SUPPLEMENTAL SPECIFICATIONS TO THE IS Cs AND THE NATIONAL ELECTRIC CODE. Z ;; 2• A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STAR11NG WORK. USE THE ONLINE CITIZEN PORTAL AT 0% 0 •'"" �' https:Hclfzenportcii.me(diencity.org/CifzenAccess/ TO OPEN A PERMIT D REQUEST INSPECTIONS. S jV-S 0 Em4 C/) . INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND 1. LANDSCAPE AND TREES ALONG ALL TO BE COMP S w ASSOCIATED G. AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO ACCOMMODATE DRIVEWAYS, ES D LIGHT POLE LOCATIONS. 4• G ES S BE LOCATED 1 ' I • O S, 5' MIN. FROM RE HYDRANTS D 2' IN. FROM WA S. L 5. DEEP ACCURATE NOTES OF CONDUIT D JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET EXIS-nNG TYPE 11 STREET LIGHT w TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBI LT A HARD COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR 0SCALE 1 40' TO REQUESTING FINAL INSPECTION. X X XEXISTING MERIDIAN CITY LIGHT POLENO. a DWG.DATE 07/20/2021 . CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (206) 896-5500 FOR QUES11ONS REGARDING UTILITY CONFLICTS, � PROJ. 0, 210510 O TO ACCESS LOCKED PEDESTALS. •.� �1 . CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. 0 W N SHEET 3 OF 1 6. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. 0 ®' . . 9• THERE IS A 10 STREET LIGHT EASEMENT ACE TO ALL STREETS IN THIS SUBDIVISION. LGT. l LL Z 0 /SHEET'S/210510-LGT.D4G ®a vs m a,+- a a ® >._ 0 0 .� y � . . 2�p6 -+ i o M#85 2705 ..... _................. > .. ® CL -••--- � B 1 i O .......... as • V s ® Q) ............. ................................ c c®�' •- DS ® � � z �'S � v� - % BK 7 _ : - 7 CL BLL7 5 4 3 2 �- ® �..�_ c A - --, 1ui 12 0 7. �. CL 2,p,. 2�40...... Y • �0 1+95.21 5° i 2+55.88 � .L 2711.52 2711.17 13+95.84 1 +88.93± v - ' N ® 16+55.36 15+05.86 11+40.47 LL - c®Q � � ® 2708.06 7 .82± �. ` " 271 .37 2708.72 27p 13+63.28 13+28.55 12+48.55_ 2706.53 11+ 0 ® 2+ .85 �< GRD BRK 14+09.47 2707 86 2707 65 11+68.55 MATCH T. _ > ® � R ce: GRD BRK S 2705.95 2709 ...................... - R_. 2711.12 P C 2708.14 27 7.17 27Q6.69 N1 �: DS 0 2 14+69.96 ao > ®. 2+89.8 H 15+ .46 _ �.. • �- _ ::.. =° FL®2708.23 a. .. :® ,. . ,. cn �-- C2 16+14.46 2709.15 t� N 16+39.23 DS V J c ss L 1+4 .89 ��, 2710.96 279.92 .. ,<: :.. . .. • ® 8 V ® _ v 2710.1 -� ® ® � �� ••-.`:�:'•:'. : : 2711.78 �� -�'-- :�': -� GRD BRK SC �,.•_: _ o o . SiOKEY LAKE DR. a c2 I W. S D • _ _ 1+44.95 � �---� cli � '•-•... ........ ...... .. .. ••• --�`. •. ���( �; ° o � � •���'•'.. � � M °- 5 271181 c2 StOo I L2 e2.VG ep�p[p 1 .......... ...... .. P H A HIGH POI ® _� FL=2708.32 + B k < • < < ® q 0-0 :•„ :�.-. 14+29.86 PC ®S 13+41.47 12+74.47 •: 12+07.47 11+40.47 1 + d o s ® c < : ®.•° < @ 2708.26 14+09.47 2707.73 2707.33 �, 2706.93 2706.53 S 27 5.89 �• ® C�� s C2 D _ 1448 1 R. --�► _ �:< . 15+05.86 PC � . . 13+63.28 g3_ '� to v .. C2 - '•�... FL-2707 99 •� - 4 2708 GRD BRK 0+94.51 a DS 2708.72 .90 17+16.75 PC 2>p9... 2707.86 10+8 . -� � � _ � t 2711.5 q 0+00 AH 16+14.46 17 2 2708.51 � 2705.75± 17+08.44 BK 15+94.16 FL=2708.45 FL-2708.24 2709.92 ATCH EXIST. ...__�. 2710.96 2709.7Q GRD BRK 5®►�Q�RI t 16+53.4 17+1 .75 PC 7 .....6 5 4 S 4.1 +25.0 PRC 0+11.36 GRD BRK 2710.35 2708.70 36` �� 17+02.90 ®s_ • 2708.77 c c y 2711.12 2711.03 17 FL=2708.43 P° �` - N c GRD BRK BLL6 ° z 1 .� :............ .......................... 1BLL 2708.g7 5S DS 2 g.. . °tom GRD BRK '' ®�� DS -7 •:® �� �+ ..................... 16+03 69 4 1 15 \ 2709.76 1 16+45.76 • :. 2709.34 2 7> of 16+01.54 16+01.54 �7p9. 2709.78 2709.78 -rr 9 Lu 19 '® .. . . 15+73.17 BLKs6 1 +53.81 2710.06 a=. Q 2705.24 15+32.55 9 11 12 `r Q t` cS(1 ::: 2710.47 ��. 10+49.01± ® L � omc =v�r - :.._ / �j 10+70.34 27Q5.4Q± C • o l �"L 2705.72. \ ; TCN ST. k ��� 14+62.71 1 15 10+77.80 O ® �- 15+32.55 2710.82 12+51.07 12+ 1. 7 ® NIGH P01 14+14.37 2705.9 \ ® B 8 '®, ® ®®m 2710.47 < 12+73.99 2709.7 P 27 . 1 11+1 °8 X�, 2710.58 DS `` J� � = 27 706 9 e° �.. Cn o�w® cis 1 . 09 88 13+92.87 13+41.99 2+0 .07 708 O6 PVC •i;.p W ...................27"....... - • L2 00 -. 2 C ® C 11+ 1 7 15+10.74 • h DS 2710.47 • . CrL 19 ' 2709.2 . . ... C2 ci'2710 22 60�. 271058 � �M ::::... < 6 0 L c2 a �- • p 6mimmE14+98.22 "` _� o I -� _ I _ - ° • 2®y DS 2710.s4 C2 � �' � y.� .... 1 +49. 1± �-' $G N t �`® 2705.33±V '6- w 00 00 ' _�. 10+5 . 1 t- Cq ®. 14+62.71 S T EXIST. . 70 .24 a. : f . ® (n Q a `'` .• HI .. °. . Go HIGH POINT " •• . 03 - ° - ° 277 ��1 +7 34 ® � 14+44.88 1+51.07 2705.72 28 2710.73 13+91.05 ui 11+78.43 2708.06 PVC 13+19.05 ys 12+47.05 12+01.07 BLS 2710.46 2710.10. "� 2709.74 2709.21 2708.76 7 N6 :• 13+92.87 .:�"��1 g oo 21 2710.47 12+51.07 2709.76 PVT 26 :_ti ..:.•. s 2 22 23 24 �o Q .................... . . • QC) ® .� ............. ® ° .�eeee®w� .eess� 3 4 �, 1< MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD-301, p ,,�,,,.. ••- SD-303 AND SD-806. CONSTRUCT ALA. PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY "' "' ""' " _ - - �- •- -.. .... """ : ^ • CUT STREET REPAIRS) IN ACHD RIGHT-OF-WAY TO MAT THE EXISTING PA SECTION OR TO f 2707 a USE THE FOLLOWING: COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH j MIX, PG 64-26 THREE INCHES (3' THICK, AS A MINIMUM 4" OF " E AND 20" OF 6" MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS AND , S BE SP-3, 0.50 INCH MIX, PG 58-28 TWO AND A INCHES (2.5°) THICK, AS A MINIMUM 4" OF " E AND 14" OF 6" MINUS PIT RUN. USE WHICH PAVEMENT 3: SECTION IS GREATER. CLI 2. CONTRACTOR RETAIN AND PROTECT EXISTING ES, IF NOT SHOWN. COORDINATE WORK LI COMPANIES INCLUDING B NOT L.IM TO ID O POWER CO., INTERMOUNTAIN L 0 T T RUB .11 _ ® �: A � ��/� ��-° uj ~ G CO., LE ONE D C LINK TELEPHONE. w-d uj ITEM MCRIMION 1. IN BUILDABLE LOTS T REQUIRE FILL 1-FOOT D THE CONTRACTOR S STRIP BM BM ~ � 3. E UNDERGROUND ES SHOWNHAVE B L M FIELD SURVEYINFORMATION D EXISTING EXISTING GROUND AND KFILL STRUCTURALFILL TO 95% PROCTOR IN 1-FOOT CHISELCHISEL X Opp DRAWINGS. THE CONTRACTOR S DETERMINE E CT LOCATION OF EXISTING ES BEFORE N1 TRANSITION N 5' SIDEWALK8' DETACHED TO MATCH EXISTING 5' SIDEWALK6' DETACHED AS SHOWN. MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTIONS BE PERFORMED A TESTING Z ® z COMMENCING WORK. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR AND CAUSED ( ) ( ) = 2705< 2712.23 *4 0 DAMAGES LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST 0 REMOVE AND DISPOSE OF EXISTING SIDEWALKFOR NEW STORK! DRAIN CONSTRUCTION (SEE SHEET SD-1 �. � HIS FAILURE TO EXACTLY LOCATE AND PRESERVED UNDERGROUND UTILITIES. TOR S , ) BE SUBMITTEDTO THE BUILDING DEPARTMENTPRIOR TO ISSUANCE OF BUILDING PERMITS, 0 CALL 2 CONSTRUCT NEW 5 SIDEWALK B' DETACHED FROM CURB AS SHOWN. DIG LINE AT 1-800-342-1 PRIOR TO EXCAVATION• ( ) AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. BM BM 91 LJ N3 REMOVE AND DISPOSE OF/'OR RELOCATE EXISTING TREE FOR N STORM DRAIN AND SIDEWALK CONSTRUCTION. CHISEL CHISELX 4. PEDESTRIAN : CONSTRUCT PS PER D SUPPLEMENTTO ISPWC SD-712H H2 TRUNCATED = 2705.12 = 2701.36 04 w ONO DOMES SIMILART ISPWC SD-712. DOMES BE RIGID IN -SET INTO E CONCRETE (CONCRETE4 MATCH EXISTING SIDEWALK.STAMP do ADHESIVEMATS NOT ) AND S BE COLOREDC OW' P PS MUST cf) PQ M E LATEST A [CC/ANSI A-117.1 REQUIREMENTS. HS REM AND DISPOSE OF EXISTING BARRICADES AT END OF ROADWAY. Z 5. ACHD INSPECTIONSTAFFWILL BE RE CLOSELY MONITORING PEDESTRIANFACILITIES FOR COMPLIANCE GRADE AS N M END OF SIDEWALKTO MATCH EXISTING TOP OF K. AC D S. VV ADA STANDARDS. THE GROSS SLOPE OF PEDESTRIANDIG PS S NOT GREATER THAN 1.5% SLOPE® AS A REMINDER, SIDEWALKCROSS SLOPE S NOT EXCEED 2.0%; E E NO CZ CONSTRUCT CONCRETEROLLEDCURB AND GU PER D SUPPLEMENTTO ISPWC SD-702. 1. ALL MUST BE OFFSET A MINIMUM OF 10- FROM STAR DRAIN FACILITIES. 0 SCALE 1"=40' "TO CES" ALLOWED. SIDEWALKS S M ADA REQUIREMENTS. REMOVE AND DISPOSE OF EXISTING CURB MINUS AND BEGIN 5' CURB TRANSITION FROM EXISTING LL G CURB TO CURB. 2. MAILBOX CLUSTERSNOT BE 'LOCATED ON TOP OF STORM DRAIN FACT D SHALL 6. ABANDONED BUILDINGS, P OR WATERWAYS LOCATE WITHIN CURRENTOR RE RIGHT-OF-WAY S NOT BLOCK CE ACCESS TO THE STORM DRAIN FACILITY. LOCATION OF X 1 � D G.DATE 07 20/2021 BE RE-EXCAVATEDTO NA SOIL AND BACKFI STRUCTURALFILL PER ISPWC SPECIFICATIONS. DS CONSTRUCT 5' DETACHED SIDEWALKPER ACHD SUPPLEMENTTO ISPWC SD-709. CLUSTERSS BE COORDINATED ACHD. .j `. PROJ. NO. 210510 PROVIDE SOILS DATA TO VERIFY NA M REQUIREMENTSFOR GIN FILLISPWC INSTALLC OF MERIDIANE II STREETLIGHT. SHEETL T-1 FOR STREET LIGHTPLAN. � ® I� SPECIFICATIONS D A COPY OF E COMPACTION TESTS. ® C 7® S SD-1 DDT-2 FOR STORMD DATA ELEVATIONS. SC SAVE EXISTING PA (2`MIN<) FOR E. CL 6�, SHEET 4. OF 12 V CONSTRUCT 4 V G PER ACHE SUPPLEMENTTO ISPWC -708. � . AU TREE REMOVALS BE COORDINATEDDEVELOPER AND A PROP OWNER, IF APPLICABLE. � w ST- 1 LL Z 0 SHEETS/210510-ST.Dt G gv tll trs �, -+Z7 L C Q-® E ' ® ai as _® >. LL 40 S 12 t� ® E (1 as•a-' ® y ®a- W w w 5®.® cu SCALE IN FEET HORIZONTAL SCALE � (� � P � � «- 6y v— caa � ��<� Q. S 12 .040moll ig 410 .•e co) ; SG I c c.' v,�'- �� � � 2 (0 �® VERTICAL SCALE ®� CL •�+ ®°�+ do wv ® ®w ®ATes� 2 184 18 . 0 17 7 16 164 16 0 56 1520 1480 1440 1400 1360 1320 1280 1240 1200 11 60 1 2 1 + 00o §� 0' 72 272 0 �IC Q>W = U D ®® t�.. �.:., � rr11 os C o ® mil ® �� acv LD o.c cn "d' c s� ci E 71 .�. 716 C C4 sr � ov�o coMN ai co ® a... v v I.I.i J ® ® v ® c v EE + ``' FINISHED . v G 04 04 co Cc FINIS E GRADE Q OO o !z: Ln CDE v -1.507® 2 T CE E L! E c Mj „ -+ o �' E �, c c ACU L�J , e- CV � � LA3 ® � � a -- Ljj cc ® �— LsJ Q j cc ® - 1 o ORIGINAL GROUND !; `�• F. �-�� ® — e60 `- o 00 CN 0.60 AT CENTERLINE Lai E— -�-- �v s ---®. 2 427 LLI \_ORIGINAL GROUND CENTERLINE —— _ _ice ®® C E ® FINISHED GRADE OI�AL �� 27 4 AT CENTERLINE �.° 7 �'�',�� ' �., 12°gS �aft� �� aa 0-4 ' S' O EY DR. or k�zmd.5 1 270700 L LL~i i�. L� L9� Ca CtD- CL� �. l� Ca- Ci i Ca! 3- gal J 2 GD cc ( � �' � � fag ' 09 � 1� � 1°e 3 ' C� � lute � r- f t� ' Pr? � Q! � tl3 i C� 6aS� u D y VD V N d' f- W LED- � 0+'' C� {r'� ®D � ®"! C® '�' r Cif fe 6� t"�"' 6C3 ®? �-�o � C4 CD CN P- N C\' � V h C� ^ CN � Cv C� C� ^ CN C\,g Cv � �- O CAB C�$ CV CV CAB N CAI N N N N N N N N C`J N CN ial 18+4 18+0 17+6 1 +20 16+8 1 +4 16+00 15+6 15+20 1 +80 1 +40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +2 1 + 1 +4 + 9+60 o-a—JC> �� U�N0 grou o ®Cn LJ Q '' ® Cn La ® O E1.E M 18 00 17 60 17 20 16 80 16 40 16 00 15 60 15 20 14 80 14 40 14 00 13 60 13 20 12 80 12 40 12 00 11 60 11 20 10 80 1 + ; 272 V'0) 023 00 C-4 Li x F- = L� cn <0200 271 �— cn ,� L= 100.0o v0 271 "E♦, *4 CN ® ®+ ® om K= 41.64 ®® .� + �. c C Lo PW STA 12+01.07 co 0 0 �' c� cv Y o c®o, p ,�. C u _ EE PV! EL= 2709.62 00 LsJ ,,, C> `�' ORIGINAL GROUND k v-N N 0 271 EE `� AT GENTERLINE .� EE 2 f —® -1. _ — CQ 8 +E -< ui FINISHED GRADE CD s® 27 AT CENTERLINE � 708 4 PI R /SLV es0` Emoi °g�' • 0 :i c/) uj 27 4 `704 E64 W z o W. TAII PRAIRIE DR.. O zcr pa 27 27 0 0 Go cLuo W �u =00 ~ L�.o LoP oam. Loi L .o ao. a. so. oLi o (z) 2 I E 1 I 1 E I E � I I E 10 �pp N C9 C� Q r �!- N 04 N N cv o N , I� v- ® E o o Z 2 Li,. 2 Ls. �- ul) cn r7 cD aD °� o© CO •d- N O `� ` M • ni •-- ® aCg L� °� • • e • • • ♦ o • ♦ s o �, ® o ® o 0 o v a o 0 0 o ® o a F^ 04 CN cal N N N N N N N N 0 N N N N N CAE N Fol V) 18+ 17+6 7+ 6+ 1 +4 1 + 15+60 15+2 14+8 14+4 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 1 +40 19+60 c z 0 »SCALE 1 =4 a as 1 ®4a LL HOREz VERT D1 G.DATE 06 16/2021 JLLI > CN POJ. NO. 21051 z 0 r� � SHEET 5 OF 12 F- ST2 �C 0 0 �.. LL Z sHEETS/210510-sT-PRO.D G 4) U) U) -0 0 Q 2 c E 0 0 c U) - ® > , >(D .Mm OWN 0 _ 0 Q 0.0-cc ui E C.0 Eas > > U) 0.- 0 E A F 0 U) c 60 ca IV. �i(D (D -•6 0 0 c m CL r_<-0 0 CL L r-L c7i ml to KO" Q) �.�..... DATA STORM DRAIN ■D= nm ii -c 01 Lu 0 40 80 120 E_ E 0 BM#83 Bm#91 (SEEPAGE BED #4.1) (SEEPAGE BED #4.2) cc .0 0_*0 E 2 E 9! CHISEL X CHISEL X :3 0 0),-- L 0. 0 < SCALE IN FEET EL= 2705® EL= 2701.36 DI #4.1 DI #4.3 (a) 0 L_ a) 0 Ir 0 J= c I- a LZI m CL STA. 11+00.00, OFFSET 16.75* RT CL STA. 10+70.34, OFFSET 16. 075' LT BM#84 DROP INLET, TYPE IV, ACHD SUPPLEMENT DROP INLET, TYPE IV, ACHD SUPPLEMENT E CHISEL X TO ISPWC SD-604A, WITH 1' SUMP TO ISPWC SD-604A, WITH 1' SUMP 0-t.1 w z EL= 2705.12 GRATE= 2705.72 GRATE= 2705.45 m 12" INV. OUT= 2702.50 12" INV. OUT= 2702.60 00 :2-2 719 2 32.56 LF OF 12" A C-900 PVC 0 S=-0.61% 32.33 LF OF 12" AWWA C-900 PVC 0 S=-0.62% LL TO DI #4.2 TO DI 4®4 8.8 W Q(2)= 0.41 cfs V(2)= 796 cf Q(2)= 0.27 cfs V(2)= 468 cf > �50 l gg 0- 'B -'g'2! Q(25)= 1.08 cfs V(25)= 2111 cf Q(25)= 0.70 cfs V(25)= 1242 cf cl) 2 " 5 .2 0(100)= 1.54 cfs V(100)= 2938 cf Q(100)= 1.09 cfs V(100)= 1728 cf - (L .2 0. 0-,&-N Z�-z -&, �5 v; 9 E 0 0. 0 BM#91 :8 < c) -0 IS 6 DI #4-2 DI #4.4 6"PI CL STA. 10+96.00, OFFSET 16.75' LT CL STA. 10+70.34, OFFSET 16.75" RT 03 0 DROP INLET, TYPE IV, ACHD SUPPLEMENT DROP INLET, TYPE IV, ACHD SUPPLEMENT 15 c C w E �mu TO ISPWC SD-604A, WITH 1' SUMP TO ISPWC SD-604A. WITH 1' SUMP A s-a -&%.- GRATE= 2705.66 GRATE= 2705.45 0 > E 9 12" INV. IN- 2702.30 12' INV. IN= 2702.40 z s 0. 71: 15" INV. OUT= 2702.20 12" INV. OUT= 2702.30 OLL7 7.c 1,D 3.67 LF OF 15" PVC 0 S=-2.73% TO MH #4.1 8.12 LF OF 12" AWWA C-900 PVC 0 S=-1.23% 00 4 3 2 MW#4.1 H TO SG #4.2 N=695011.6 0 A 0 c; 7 Q(2)= 0.62 cfs V(2)= 1217 cf PQ E=2451756.2 72 Q(25)= 1.65 cfs V(25)= 3229 cf Q(2)= 0.20 cfs V(2)= 328 cf 0 DI#4.1 Q(100)= 2.35 cfs V(100)= 4493 cf Q(25)= 0.53 cfs V(25)= 869 cf gg 75 0 0 A2 STA= 11+00.00 1 00 Q(100)= 0.90 cfs V(100)= 1210 cf E GRATE=2705.68 CLC C z DI#4.2 TBC= 2705.95 L co MH #4.1 STA= 10+96.00 6.00 LF Ig"PVC '32-56 LF 121,AWWA STA. 10+96.00, 23.00' LT SG #4.2 GRATE=2705.62 @ 0.50% cjliAkL C-900 PVC @ 0.61% L_ 48"0 STORM DRAJN MANHOLE, ACHD A. 10+70.49s 27.46" RT (IN MH) TBC= 2705.89 rwl LSTk SUPPLEMENTAL TO ISPWC SD-611 MODIFIED WITH 1000 GAL SAND & GREASE TRAP A FLAT LID W/2* SUMP RIM (IN MH)= 2705.87± (MATCH SIDEWALK) 8a i If RIM= 2706.01± (MATCH SIDEWALK) 12" INV. IN= 2702.20 (FROM 01 #4.4) CD SG#4.11,10 15'" IW. IN= 2702.10 (FROM DI #4.2) TOP OF BAFFLE OUT= 2702.10 -7 10 ® W.SMOKEY LAKE DR. 4- STA=10�+, 60.56 15" INV. OUT= 2702.00 (TO MH #4.2) 18a INV. OUT= 2701.35 (TO SB #4.2) 3�7 + OF O Nl RIM= 270 .24 22-85 LF 15" PVC 0 S=-0.88% TO MH #4.2 21.97 LF 18" PVC 0 S=-0.007o TO SB #4.2 3.67 LF 15"PVC 18" INV. 0 SB #4.2= 2701.35 -13MAE84-:7- @ 2.73% Mill MH #4.2 19.83 LF 180 PVC LT MH#4.1 @ 0.00% STA. 10+69.62, 23.13 SB #4.2 00__,-'0*'022.85 LF 15" SEEPAGE BED PER ACHD SM. DWG., BMP 21 STA=10+96. PVC 48`0 STORM DRAIN MANHOLE, ACHD g 0.8 Z% - RI 2705.96 SUPPLEMENTAL TO ISPWC SD-611 MODIFIED WITH 741, 1 OX 8D -Ir I MH#4.2 r-t u cz A FLAT LID W/2' SUMP TOP OF BED (ROCK)= 2703.90 STA=10+6 2 �E BOTTOM OF BED (ROCK)= 2695.90 RIM= 2705.45± (MATCH SIDEWALK) RIM= 270:.43 CP- a3 0 15" • INV. IN= 2701.80 (FROM MH #4.1) 68 LF 18" PVC (TOP-HALF PERFORATED) 9 22.28 U315'PVC 8 6 5 4 SB#4.1 g 0.00% 71 12" INV. OUT= 2701.70 (TO SG #4.1) 0 S= 0.007a (FROM SG #4.2) -0.50% TO SG #4.1 L C3>z MW#4.2 6 LF 12" PVC 0 S= N=694856.1 15' INV. OUT (OVERFLOW)= 2702.20 TO S8 #4.1) C) 89.00 LF 150 PVC 5E w GROUNDWATER= 2691.0± (J-0 uj a2 OLL E=2451812.8 22.28 LF 15" PVC 0 S=-0.00% TO SB #4.1 CX w 31 @ 0.00%(Perforated) m A 0 >_ ctc 15" INV. 0 SB #4.1 2702.20 INFILTRATION RATE= 8"/hr PVC (SEE SHEET DT-1 FOR SEEPAGE BED DETAILS) 89.00 LF 18 8B IN --r 2700.82' @ 0.00%(Top Half Perforated) 15"INV= 2702.20 SG #4.1 C) MW#4.4 STA. 10+60.569 23.39* LT IN MH) 1000 GAL SAND & GREASE TRAP w 00 00;1" I--4uPl N=694825.6 010 1 C'4 -0 E=2451824.7 RIM (IN MH)= 2705.23± (MATCH SIDEWALK) D .4- 12" INV. IN= 2701.67 (FROM MH #4.2) no F COR TOP OF BAFFLE OUT= 2701.57 o® C.4 18"INV= 2701.35 SB 4.2 18" INV. OUT= 2700.82 (TO SB #4.1) x 02 0 C; 68.00 LF 1811 PVC U- 19.83 LF 18" PVC 0 S=-0.00% TO SB #4.1 3LL6 @ 0.00%(Top Half Perforated) 18" INV. 0 SB 114.1 2700.82 < 10 11 12 16 A Z < < 00 21.97 LF 1811 PVC V) - n S13 #4.1 00m ccD 0.00% lejo? - SEEPAGE BED PER ACHD STD. DWG., BMP 21 0---% SG#4.2 IN 9519 20'Wo 8D STA=10+70.49 .jll BM#83 TOP OF BED (ROCK)= 2704.00 CD RIM= 2705.86 C 0 BOTTOM OF BED (ROCK)= 2696.00 0 8.12 LF 12"AWWA 0- . .:.1_ L I \ 1\ MW#4.3 89 LF 18" PVC (TOP-HALF PERFORATED) C-900 PVC @ 1.23% m. 7 N 694702.5 0 S= 0.00% (FROM SG #4.1) 0 • 89 LF 15" PVC (PERFORATED) 7 7 7 E=M1897.9 n�' 0 S= 0.00% (FROM MH #4.2) low" C) C> C*4 0" CD N GROUNDWATER= 2690.O± N - INFILTRAnON RATE= 8"/hr -Dl# STA= 10+70.34 (SEE SHEET DT-1 FOR SEEPAGE BED DETAILS) GRATE=:2705.45 0 z TBC= 2705.72 Cid 4. 4 # STA= 10+70.34 28 NO ES L32.33 LF 12"AWWA 3i ( - GRATE= 2705.45 C-900 PVC @ 0.62% Z 1-\ BLU,/,, TIC 2705.72 x x 1. ALL TREES MUST BE OFFSET A MINIMUM OF I O-FEET FROM ALL 27 Pq STORM DRAIN FAClUTIES. 0 0 < "j, 'i"' ON4 z cc 26 ""1 11 " 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM n 25 Orr Go �_: 0 23 24 STORM DRAM KEYNOTE DRAIN SYSTEM. ONO L6 BLL7 ITEM DBCRPnON 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF i10 04 2 z z cc UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL 0 0 REMOVE AND DISPOSE OF/OR RELOCATE EXIS11NG TREE. COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE 0 COORDINATE WMi DEVELOPER. MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. cn :D 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905) MAY BE PVC ASTM D 3034 (SDR35) OR ADS N-12HP. z MOP 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1® ' OF COVER. 0 MONITORING WELL CONTROL POINT DATA 6. SEE SHEET DT-2 FOR SEEPAGE BED DETAILS AND BED MONITORING CONTROL POINTS NORTHING EASTING WELL LOCATIONS. 0 SCALE 1 =40' -------------------------- N 1/4 CORNER SECTION 25 696,462.6 2t451 s858.5 U. C 1/4 CORNER SECTION 25 693,815.6 2451 j837.4 7. ALL PIPE ANGLES SHALL BE 90' UNLESS OTHERWISE SHOWN. 0 DWG.DATE 07/20/2021 >_ LU > PROJ. NO. 210510 z 0 0 w CL r-_ SHEET 6 OF 12 CL m < uj P, 0 0 < SDml U. z cl SHEETS/21051 O-SD.DWG S I A=31+bb.9b Y c c -0 C y sL ova E } TB S =31+36 x SC=32+05 SC=32+82 SC=33+62 t SC=34+41.96 �,,► / ® .® ®�> m®'� _ _ SI=2702.9 SI=2702.4 SI=27 2.2 SI=2702.2 ' to I - I L L �' �-' ®a SC-31+28 A8 SI-2703.3 ' V6 }}.. U ,�o E SC=31+99 `� SI=2703.7 L= SL=56 SL=56' SL=56' SL=54' ?' .c _ ' V8 S2 a a u S2 / �iI �� >V C O + a3J e+ SI 2704.5 SL-54 TB SEE SHE S-2LIJ l ° -� 9 o � - S2 V8 E8 N3 8 N2 N4 EXISTING / ° ®._ SL= N3 N3 IPYB N3 VALVE�A° ffi / W :- / 40 2 80 120 ®� o q N3 N4 N1 aG 1 O T26 W6 �. 0 " W$ • - - v -4 C{D 663 e+ fII3 9e Q. ee' - N3 m 9+ . ` -` ,� N3 . N FEET _ :.. y SOLE l _ p 219 LF �- � ® 70 LF 8'a 58 LF .. . ,A .. _ . ` ,..u�, 8' 811 ° - HORIZONTAL SCALE � , � E c Cc: c� -_._� m W. S KEY L K DR• 4"INV.=2701.5 v 20 LF 1 W. SMOKEY LAKE DR. � E 0 _._---- ® C%A J L 0%UJ (D z S 172 a 2 8 12 � N c' LLJ ®o gp® 9� IF 107° BM#84 N 0 ® C m m Fmm., "r,., • �SCL _® „y . . °... • .® • °m •° e: ® °a a-. �.. N®� ® f®D 32 a. man. • N3 - SCALE IN FEET u e N3 i!E LE " N3 d, \ ` F�TICAL_ SCALE c SS H 4.5 S1 S2 ° LLJW6 T7 S2 v �`' "@ SC=31+89 SC -32+62 t '� N3 STA=30+95.27 a SC-33+29 SC-33+96 _ a C ` �} 2a 9 LF V6 SI=2703.0 SI=2702.5 SC-34+41.96 0 0 > ti® N 4 SI=2702.1 SI=2702.0 SI=2701.9 ` .° LL ®� S2 N SL=36' SL=36' SL=36 SL=36 ` �'- a SSMH 4.9 SL=36' `, ' t: () SC-30+33 T 5 4 3 SB#4.1 1 S1=2703.9 STA=34+41.96 17 SL- 7 e 1 E8 0 .� r} 4- 160® BL .6 kr 1 ` � 0 SS 4. f STA=30+16.99 - � � � �, � � - 3 � Q TB1, 4 /jam$ #,: i ' � � •` \ '. ® �P° i SMv"% WMv% KE OTE 1 i • 4,,, .•r Fn - ti ® 4"PI .. tm . ., ., _ ., r E _ Y , A8 Adotor, 8" Fig. t MN = � � � � SC-29+64 :o. p g o � SI-2704.E SL= ' �` E8 Elbow, 8". 11 1/4% J _ t3 16 `-a �,�, t ���7mh E18 bow, ", 1 , MJ � Cpl. a 8 / / 8 Elbow, ", 45% S2 fl 6 16 11 12 TB TB � \ H ire Brant Assembly Complete per Std. (W8) (N19) v = . TB H TB 0 0 �Q !F ` .:¢ R3 Reducer, 8" l x 6" Fig. s ° V6 SC=27+12 SC=26+44 _ SC=24+94 H E8 EXISTING ° SC-25+71 V6 m " , Single Metered Service Connection 1 with 3/4 deter and W6 � SI=2705.4 � SI=2705.0 � SI_2704.E SI=2703.2 N1 �ar VALVE B '\� �- S1 � � s " 9 LF SL=48' SL=48' SL 48° SL-51' ' W8 B�9#83 3/4 Meter Setters, per Stds ( 1), (�2) and ( 6)• SC=28+80 lei TB S2 S2 E8 Double stared Service Connection, 1", 3`4" Meters and .� E18 r- .0 Al2705.3 W8 N3 W6 e s S2 3/4" Meter Setters, per Std•s (W1), (Q) and (W6)• ' LF s - ®. 24 LF Tee "X X 6" x J X a: s 11 LF � -�- g w�z„ � ?�LF $ N2 1�26 • :. Tee, 8"x "x ", I g - 1 245 LF 8"W R1E®Ei. 5 LF ° \ \ ° �� ® S1 N3 , •-�PAL pRA, P.C.C. lock ( requiredeven if not shown) ' �p5 1 _� _ S Water ate on e Sheet and lS C S -403 .S� SS H 4.3 -" 8`tS 1s1° _ 27 _ 26 25 _ Ex.SSMH 16 ��. �6- V6 Valve, 6" Gate, Rg• x STA 28+31.15 ♦ ° , • �' Val 8 Gat x W .� STA--23+913 t } " SC=28+16 m - e e • o \ w o .ea _ °., - e SI 2705.8 e d e N3 ♦ ' 6 rater aril 6 PVC C 9Q ... - °�. '� .m. �� t ®. � -ems �a � a SL e7® SSH 4.2 N3 SC-24+17 �a, 2$ 1 � `��✓�� j N3 S2 Si-2701.1 t F° r -�• W8 Water Main, 8" PVC, C-900 � " STA=27+76.61 SL=37' ' BLK.S SC=27+65 it S2 S2 _ SSMH 4.1 - o SC-24+76 STA-24+68.13 2? After Agency Has Closed All Necessary Valves, The Contractor 21 SI=2705.E SC=26+92 SC=26+19 r SC=25+48 SI=27 8 � F 1 Shall Remove Dispose Existing Blow- d Complete a ® � _ SI=275.3 SI-2704.9 z SL � :y r} Interconnection Shown• W®° SL 40 SL® SI=2704.4 ♦ �' SL-44 SL= q �� ®� 22 23 24 t �� � Water Note No. 2 a Sew Note No. 2 on a Title Sheet• o o 2 r j BLK.7 f (Adjust Water Line, As Needed, to Maintain Minimum Separation) Co �� �� ca See Water Note o• and Sewer Note No. on a Title Sheet. �® r Deflect Pie Per Half Manufacturers Specifications d Recommendations. Contractor all Verifya Pipe Deflection Angle And If It Is Greater ThanHalf Manufacturers Specific ions, Contractor Shall Contact Project c3 .„ Engineer d Install Necessary Elbow And Thrust Block Required, As Needed. lop C-OD ° R ® U) to „r 300 .00 N slow 4a'PI "` 4"P1 e 0 31+2 +6 + + 29+6 29+2 2 +6 26+40 2 + 27+6 27+2 26+60 26+40 26+00 25+60 2520 24+60 24+40 24+00 23+60 ® wcc 270 2720 '''�',� �'' ® 0 00 LLI a. 7 � 271E 1® .� t- a locations of existing underground utilities are shown in an approximate w only. � e contractor shall determine the exact location of all existing utilities before o T Co ® � ti commencing wo a contractor assumes oil responsibilityfor any and all damages - C � + ® � F- + -� cans by his failure to exactly locate and preserve any and all underground utilities. � [I + � LLJ 0 M. Ci 5 > � �-- N > �T ORIGINAL GROUND co Dig Line telephone number is 1-800-342-1 C ® ®sue �r UJ cm � � � La " Il � + rr �.. I . AT CENTERLINE 2712 � "qr co � c n Q F J 2712 2 n actor shall verify® c lot has an existing ing sewer se ice and is mark per S � � �: cc > + � W � CCCDCn v�ia� c;� �. '- ram►' '` II im ® °�'r. `� - - ® ® ®._ !® -®- - -- ^.-® + T �° 3. In aI °ce and or arker as n ed• '75ro •- LU co co iz co .� t---- ® - ®- _ �' �°-- o M 3• l sewer services shall be 4" unless otherwise noted. E* ::g al W � Cn �- FINISHED GRADE '44 Z cd 06 2 ` �, + 7 AT CENTERLINE C0' °C "' ` + ® 2708 4. l seder services shall have a minimum * grade to the property line. z = � w � EI E �.� � � II c • a water mains shall e 4 of cover. LU 4°PIRR /SLV x 00UJ _ �- � a UJ 27 2704 � �'' 04 12"SD � ® z � 0 �' F_ z Ew4 �, 74.28 LF 270 or 27 8�PVC .40% 181.84 LF 8°°PVC . 0��b 50.5 LF LJJ IF- 81 PVC 0.42�" 304.48 LF (0 s� - 80 PVC 0.40° I I z: 72og Cn .83 LF± �- 8"PVC @ 0.41%± CD Cd w 2696 C CQ cz � , �- 269E it rl I� i 9 ,- n_ a as s �_ � > ® CO � u% �'w SCALE HORIZ VERT 1 --Q- =4 z > > � 0 � z z �I II c? � +f +I ' WG.DATE 06/16/2021 c z > > '-I > PROD. N0. 210510 2692 � N 2692 z 0 N � � > _ 0 i SHEET 7 OF 12 TV TAU PRAIRIE � = M ® Q a Ca co 266E I I I266E 0 z0 < 0 31+20 3 +60 3 +4 3 +00 29+60 29+2 26+6 2 +4 2 +00 27+60 27+20 26+60 26+40 26+00 25+60 25+20 24+60 24+40 24+00 23+60 SHEETS/21051 o-SS .D G J= C (D NO LL ® � ®A>9 ® CD 0 1. The locations of existing underground utilities are shown in an approximate way only. v e contractor shall determine the exact location of all existing utilities before E�-�2 commencing work. The contractor assumes all responsibility for any and all damages ED caused by his failure to exactly locate and preserve any and all underground utilities. 40 20 0 40 80 12 ®-v Dig Line telephone number is 1-800-342-1585. g 2 � Cc: a,� ') .v. p':9 a ° Contractor shall verify each lot has an existing sewer service and is marked per C 'D 8", - � S 3. Install service and/or marker as needed. HORIZONTAL SCALE �, L� �y CD � s®ffi 3. All sever services shall be " unless otherwise noted. 6/�7 L - °- z , E -_.0 4® l sewer se shall have a minimum 2% grade to the props line. 8 2 0 5. The water mains shall have 4 of cover. S IN FEET �� � ® � i _ _ _ - .» . I�TIC,�Im SCALE 6 PI - --- � - - .® _. 91 _ 6uPI " 6"PI 6-PI _ t v NJ ---- L. 4MOM r > . r - cvn '-- 0 0 1 - .�' ® C BLU 5Ls7 5 '{ 7 65 a 4 SC-33+39 10 " Q_-0 12 Si 2706.4 .c ° r SSMH 4.8 T6 v rn rn SL=32 k T = 1+ _ mphWE S A 3 66.96 T3 TB SC-32+05 fl - 0 -3: SC-31+36 SI=2702.9 5H SC 32+82 SC 33+62 H C=3 + 1. _ _ SI=2702.4 SI=2702.2 SI=2702.2 SC 31+23 SI 2703.3 SL=56° - SC=34+00.25 _ AS - - _ ,� _ SC s 31+99 SI-2703.7 SL=54° SL 56' SL 56' SL 8 SI=2706.E 52 SC 33+14 S2 Q ° � ® ��, ® 100mom S -7 ° �� SI=2705.3 SI 2704.5 SL-54 T6 S2 Q "_ `°' L- 0 ®` :®. SL 54° ,t S2 #s> 2 N4 EXISTING s a SL-46' - V3 E6 N3 VU8 N3 N3 VItS N3 4 N1 VAL �A� v _ N3 s U6 121 W8 a. O S1 ,,,... e . 9 LF m , E3 : , m��m yr •'u .apt m ma,,m+ nsn a N3 N � �.m w,..x r w..._...,. .......,v...i, S2 m i .» m � 2 LF ».» 70 53 LF v - »f 1 4 v r �► 4 KEY R.eN P m t€ 41NV.=2701.5 k . ® H � 153 �92 LF S c - - - - - - ---SMOKEY LAKE / ®-� �. 8° �s `� 32 0 �_ ® ol6 � R3 34 1350 er - N2 10 LF V6 73° IiV. SOK�Y LAKE CTm _ A 107° � ®', 1520 _ s0° 90° � ° a . SC=34+00.25 b SI-2706.E a • m =SL 61' l4 y. ,m .,«,. ° ,, a N3 � N3 .4: CD SSMH 4.5 co ��'[f S1 6 S2 ,. !„ = 1 SC=31+39 SC= + - 1 s b STA-3Q+95m7 32 62 SC 33+29 SC- 3+96 m u,. N3 24 SI=2703.0 SI=2702.5 4 - _ SC=34+ 1.96 01 z> SSMH 4m7 �` SSMH 4.6 _ - - SI=2701.9 9 } � k LF V6 SI -27021 - N3 SL- ° _ - ° SI 2702 0 SL 36' S2 = S2 H 36 SL-36 SL=36° ° STA=34+00m25 STA 32+33.05 - SSMH 4m9 SL=36 SC-30+33 a 7 SC=33+05 SC= +3 .O6 _ 6 4 _ 3 S 4m1 1 ° �» SI-2703.9 STA=34+41.96 S { SI=2705.7 SI=2705.0 17 SL-3T 1 E8 SL= SL=36' 16� BL�.6 Sc=33+63 SSMH 4.4 `` _ r T� t 1 �� M. P � SI-2706.3 STA=30+16.99 r BLK.6 g SL -69' OO° y n; G7 C>Q 5 g(5 th E8 T6 j b Q F J°a° 14 15 16 �. .,. O°- S 2 2 �, 4Pt ` - �, 2 12 4 PI � La U t ® w r r - aaa s. SC 2 + d? q � , ` 6, t A CLLJ �® SI -2704.E V °` f ® ��•� a 18 ® s TS 9 10 1 { S2 N3 g ® /� TB COD coy SEE SHEET S-2 •.,,,, ',� D 1CD Q �00CN of LE ® Z00 SMR & 1ATER OU" S ® _ CN i4.& 3 + + 33+60 3 +2 2+6 2+4 + 3 + 3 +2 30+80 272 272 Adaptor, 8", g. x J 8 w, 8", 11 1/4', 9 E18 bow, r, 22 1/7, MJ CD C 30+ 0 + 31 +60 32+00 32+40 32+60 33+20 33+60 3 +00 34+40 34+ ow, �, 45`, MJ 2716 a + + 2716 271 fi 271 Fire Hydrant Assembly Complete per Std. 8 ( 9) > � _J ad ILL 9° R W� _ ®CD o -' S1 Single stared Service Connection, 1�, with 3/4" Meter and Ew4 • FINISHED E `� eter Se ers, per t °s 1), ( ). Q_ :5 AT CE E LINE � > � s` co 0 � --� c� Ei CD oca ® 2 an 6 2712 �` -� czs L + 2712 2712 00 83 2712 S2 ouble etered Se ice Connec ion 1 with 3/4" Meters and g II40 �°, " "� /4 star Batters, per t s 1 (a 3) and ( 6) . &4 0 co 00 Lo C > Cz %_ cc +� e� II "Cr cis UJ � it .c II + 4 °® � -- II �cl� ; i ORIGINAL GROUND ® � Tee, "x ", x x is �,co `.0 n AT CENTERLINE ® cv T26 T 8ffix 8� l Cn co z Cr cc re) 2708 2708 -- -- -Jrust 8l ( required even if not shown) . LLJ ORIGINAL GROUND 27 P.C.C.° Water Note 1 on Tie Sheet and IS C S - 3 h-- I~ T CENTERLINE CD � a'c V Valve, Gate, ° x FINISHED GRADE ® z AT CENTERLINE V8 Valve, 8 Gate, Ag° x ® �1 0 in W6 Water Main, 6 C, -94 F_ Z 27 �t°���.1'L 70 2704 � 7 4 � c, EnoLLI 9 Water Main, 8 C, - 0 After AgencyHas ClosedNecessary Valves, a Contractor I� LLJ �; ® 13.31 LFPQ 3: ® ! 271.00 LF 1 S all Remove & Dis e i °n Blow- o plete eCO 3 Pl/C 8°°PVC 0.60 ° 1.5 7m69 LF i Inter Interconnection S own. Z LU 2 0 ® 27 270® °0 PVC 0.41� 27 2 See. Water dote No. 2 and Sewer Note No. 2 on a Title Sheet. Cn �! +___,____,,.,�.,,4J r r (AdjustWater Line, Needed, t Maintain Minimum Separation) CD " � � o N3 See Water bate No. 3 and Sewer dote o 3 on a Title Sheet. 0 SCALE 1 =40' 1"=4' II � ca c� " LL HORIZ VERT Egg�- oO co co I o r II II II Deflect Pipe Per Half Manufacturers Specifications d Recommendations. > C6 � C6 cc M 4 Contractor Shall Veri a Pipe Deflection Angle If It Is Greater Than s DWG.DATE 06/16/2021 2696 " � 269 2696 (0 N �� N �, 2696 Half Manufacturers Specifications, Contractor Shall Contact Project J > 1 V I co ,I! -7 Cn W Engineer Install NecessaryElbow BlockRequired, Needed. Z �° PRQJ. N0. 21 5 ® S O CT'. > �_ W* SMOKY DR* °° S 1 co 60 °® ao ®... 0. ®o - c IT co co 2692 2692 2692 2692 �-- �- S2 .. 34+ 34+0 33+6 33+2 32+ 3 +4 32+0 1+6 31 20 30+6 30+60 3 + 0 31+60 32+00 32+40 32+80 33+20 33+60 34+00 34 40 34+ z SHEETS/210510-SS .D G ® � cAQtD c o w ® ® a LL -6"0 �®. 06 CL V E ir1.. cO z ® ®— V v v 0 v C c Q 40 v 2 23 •0 Q) a.cn w a... •sra r- c® � C.) ,_% SCALE � c o Ems. HO FZIZ l` L. AL � .� E � •. ���� 0Av.Lo o.o•_ c Q . n•v'® v® v- c v+c ® °c+ d 0 0 a O-uJJ ®=s Z c c; L lVtIt i i e • C i . Qs ss` rjp ilk ® - V tLu p "•� ®-. � �, - "L k ,° •s:.ram.+ 9� O ®D � �• F-- o� an � Cc 75 co c ,.....1 w.o ,f,..,+„fJ� t$ f i• b, o iyVg gg+A low -AKE R. � VU. S OK LAK � ° • � O o � o , E DR. a r , .r ® S- , C + ° p t wg•+ a ®i�1# i cy eq ' •CD Ci �� OBE OD v/j .. G 25 72 4 G /f yy r 4 v O S g CtlS ..mm`� V 3 k -"............ o 7 ........... s -... 4 r t - y ' •: /]' t �s - 4 # a is'€ �� .• ,,, t t r s.,Boa.m..„. n., ,z., ..,.,a,.m..,,..,...,,:, ,.,, , . , .,,. ,.v,<. . .g.. .,,.,,. ,,,, ...,.„ rr. . • 4„PI 119 i t t `� c � rf,• L.i.,�6 VD N " �'2 + _ .• .0 �Gal !} JO r , _ � l • J Lad(, 10 11 12 Ufa' ®o 4 ` t ®Lai moo• r' O ' 4, Ls4 VD IX IRR BOX cn W 3.2 LF 12`°PVC RIM 2706 8t¢ ® W 12 NV IN=2701.13t \. ; 6 @ S=2.19°�± �a � 6m#83 �, ` ® � c .., 1 V UT-2701.13+(N � �UJz , o k '. 3 aX r ® REMOVE 8 DISPO OR RE USE .. ® a a a - . . . . :- a.. . �. .®._m -.ar •:.-,. -®. � �� l PfPEI N TNAA EB v • s 75 LF 12m lRR PIPE �P ll i o ® '' —1 —_ — SAS MARKER �. � �- + \, ��, sco POWER S7V8LLJ mn" b m a V GIRR H 1 28 48`°0 MANHOLE W/T SUMP � � y y4` a ISPWC SD- 11,MODIFIED W/ awhy KLK.S p�/� �p 7...................... . A FLAT LID(IF NEEDED) 2 oom -�- m `RI 7 .5 _ \ . 2 05 0 (MATCH S 00 { 12 INV I = 2701.20(S) -. 123 LF 12 PVC \_ wCl 12"INV OUT= 2701.20E @ 5=2.03%± 12. 26 :_ t �` ( ) 2 25 _ „ _ .. �' 12INV. 2703.7 z �ti° � t KLK.7 I �`� ��-- NSTALL END SECTION \ O 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN + A TRASH RACK �a � � ��-� `r'.; APPROXIMATE Y ONLY. THECONTRACTORSHALLDETERMINE THE T CONSTRUCT 110 LF_ .►� LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING OFT,THE 4,5 WIDE V-DITCH 1.5 DEEP o RELOCATE EXISTING BOULDERS CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY,AND ALL DAMAGES AS NEEDED TO CONSTRUCT CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL � r \ .............. UNDERGROUNDUTILITIES. DI LINE TELEPHONE ER IS 1-8 -342-1585. SCC � ° ! , - FEA � = 2. CONTRACTOR SHALL PROTECT AND RETAIN ALL EXISTING IRRIGATION • LANDSCAPING, SPRINKLERS,TREES, ETC., AND RESTORE DAMAGED ITEMS TO ° . !.................. a Y \ 1/ ORIGINAL OR BETTE CONDITION. 404 ai ..- Al --: '' .�` [mot MATCH EXIST.DITCH 2701 . WE �. �� -. � a �'e , u FL= 2705.8- _ ST 8 to \` }r• m a F a � BOULDER ON >% MA LE ' � CHIS�. X CHISEL X EL= 2705.35 = 2705.12 Z uJ i k x -t ... ark ` •, i\ U V r cr5 0 ®Ur' 0 lir ! f 1 =�40 A Ld_ SCALE H®RIZ VERT to e c— DWG.DATE 07/20/2021 zOr- PRJ. Flo. 210510 $I ®w., i SHE OF 12 to Q uJ O ® � GIRR- 1 LL Z [—SHEETS/21051 O•—GIR.DIG sCv� � Sa c� 2 'L. ,— ciao ® C C d ��W s •� ® 9 ? T � � o�� �®� 6M#55 @R� E E16 4 ® ®c .. . -1. _...,....,.... ...m.. .P F k , V. a, n, S VALVE 0 k. R f.. ,. .re.: .,9'�Sr €. ..u.... w... ° ,.w...d '' �.. a L' +m A Lfr s — Pi _.__ F� x td__ _._ _ — T mr 9 LF _ 6 Pi t < 927 LF 6 Pi _ o TB E14 i a �. " 6 ati k _< c 6P k s e nt Fi /• (A S1 S1 S1 S1 S1 S1 6 LF _ _ ca t S1 f P6 r� co 9 CL BLK.7 �. A 0 � � P6 BlK.7 7 6 r ,4 { 9 5 q 4 3 2 Ott i 12 Q i g cs �.. / Z ✓ v� ® an LL 4 t B ` N cis c LLJ 12 r 94 0 C3 ,. c.`: t::: "," 'a k .' a , ,.,„,,....s...,m,,,,-...•,.. .. .. »„m. .,, „..,r,.,w.„ ,,.»„vrc ,rt,..°,,,.m,r .m,. +' •C L— e • P @} < <,,,�.., ,. m _ _ v .. rc „r r` , • • ® . tr: m saKEY LAKE Q� f :` rc rc- s a» _ R. LAKE ID JOKEY ` _ t > c e _ t,. - _ T 4 n'` • <a $ v® F . vQs• < 4 � ti a . • s 13 ` z, t; y L t } 1 isi T• ® �% *k6 4`t � k. � ,'i •®® P, Kam+ Q•A+ Y Y ��° ,�j, O g TR E13 �I 1 7 \ t ` � ���'o ®s � y � o o ms " E S2 BLK"6 raft •' i U N a ° TB E13 j iSTI1Gj , r' < ` ,t v TB E16@D v4 VALUE TB S1 P4 S1 S1 r 4 \ E13 �� �` 15 El�py.�q® � tti �. s1 S1 S1 S2 L.1® f S tt'lt 'a 0 ` P6 E9 �7 t 1 6 LF P4 r cdi C3 LF2,• s; nrv+u ... _ .®.m.,, my r .s,*,,..m,.,,nmr =,,.mmnrt, .. `Y m u v amo. .x.-mrcw•.+a mivmc... err,.w rc.,,,w.,v..v;,m,nman, y b . �[ .•m mnxi,-.ev , 1 E13 `` -,, ® ,' • SL3 :, 4 Pi t ,s',, •,::• 333 LF 4TI `�\ v 8®LF �/4 E9 TB n `tt \ • S1 ,4 Jp► S2 S1 Si S1 S� E10 � ® 7 � Uj a 51 O ., e \•fit + ;; TB La E a t y� a a'� \ • •.e ,", 7 { j ,s` < gy 7— Pg— ^' BLK6 s1 lipuu� g 10 11 12 vvv � \ ���, � � t 't�"t Sl ''` v� � \.`"o\ � .,mC"". a,i,: � vt t '` #. ii „k' o`f` i t .t• O ~ J i9 44 UJ _J o } Sl » t e rcv w N. yn •q�g� ' ', C v 1 g ' • � � ® ( { � by�`` ' 6!1� �� 0_ 3LF a \ \ E10 TB p �, < p a F t s E14 rcrt,rc ° sl 40 20 0 40 80 120 �F P6 ' rc t rc \ T7 CR F . • SCALE IN FEET v �� , ® ��, n _; _ rc. < TB E14 �' v) co ` ono CN Sl ti q S '1 m 6a t a i nt.ems. »rt.ecmmvv v.,.e.,.»om ,,,m,..»,a,:u.,.,,rcam+.,:nrcrc. ..mrv,®.m,,,.»,w,».:,-rt.,-.+.vn :,,..en,.aaawi,.,v,,,.rc.,n,.m,urc,A..:m..,:..«..,°,rc,,.,.,,,.,».,, ,,m,.,:,,.,,.mrc.a,.,v* ,•.»„:.,v: c a,,.,.,;m»..,<.., :,,r.rm.,. ...,,rc,,:a ,Bv,. ,,.rcm...,.,. s .. o , q 1 L. < r } t i 0 CF) 27 26 c b • - A 22 23 24 25 �t: Cc °k S1 \ M cv BLK®? p - rc -�" S1 S1 \� , r 240 dooll ` PRESSURE lRR���C?tV EY ®T`E Sl` �rc � _�� �� � BLK ...ter . - ,-'�-` '"� ® ''`� ,�""^-'•C rr . ' " C'� ` y"w��� ITEM DESCRIPTION P6 }' s1 �, } a,�4t }tom`� � ��u Hsu )�`' � oa \G �: t''° S1 p \� ,.,.> t.b -� E10 TB S1 S1 � S1 � �4 ��� ;y f ��� ��� °a �, � r,�`� Air Release Valve — Install ere Needed 04 ... \ o MOWN-up �"4 Pressure Irrigation Mainline Drain , �. -- -- 9 4Pi rco E1Q � 444 � ` 333 LF P! 126��� E9 Elbow, 4 , 11 1/4' � F6 5 LF 3 LF S1 _ \ ` { Z 1 Elbow, 4 , 22 1/7 �� G6 TB S1 S1 S1 E9 T o _ ��_� � r' � t S I `k r rcT_ a` 1 Elbow, 4", 45' yy 1 Elbow, 6 , 11 1/4 _ �I R t '1 1 Elbow, 6", 22 1/2' rc k � nk° 1 Cr Elbow, 6", 90' G6 Plug Or Cap, 6" Z ® z " RESS RE RR T E E ® 1� e� GPressure lrr. Main, 4 , PVC, CL-2 c� 1® THE CONTRACTOR S DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 4"PIRR IS NG PRESSURE P6 Pressure Irr• Main, 6", C, CL-2 COMMENCING WORK. THE CONTRACTOR ASSUMES RESPONSIBILITYFOR AND ALL DAMAGES IRRIGATION S1 Irrigation Service, 3 4" CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVEAND ALL UNDERGROUND 200 LF 04 Ljj g / CONSTRUCT PRESSURE S2 Irrigation Service, 1" UTILITIES. CONTRACTOR S CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. IRRIGATION SERVICES Sleeve, 8" C, A C— 0 . CONTRACTOR S RETAIN AND PROTECT ALL EXISTING UTILITIES, IF NOT SHOWN. ® OCR T BLOCK V C� T7 Tee, 60x 6"x 4" 3. CONTRACTOR S VERIFY T EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR ==_==_-_ P.C.C. rust Block (As Required Even If of Shown). S INSTALLA SERVICE TO EVERY LOT AS NEEDED. SL4 SLEEVE (A C-�9 O C- 05) Q (see keynote list for size) 0 SCALE 1 =40' V4 Valve, 4 e 4• CONTRACTOR S PROTECT AND RETAIN EXISTING FENCE LINES IN SUBDIVISION. 40 LF LL V6 Valve, 6" e P DWG.DATE 6/14/2 21 5. SEE SH PIRR-2 FOR DETAILS AND NOTES. o---- RELEASE ® 04 P OJ. NO. 210 1 After Agency Has Closed I Necessary Existing Valves, N1 a Contractor Shall Remove e Existing Plug/Cap d 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK—UP SOURCE ® W �. SHE 1 F 12 Thrust BlockTo Complete a Interconnection Shown. IS A CONNECTION TO MERIDIAN CITY WATER (CONSTRUCTED AS A P OF BILTMORE ESTATES �°° N Deflect Pipe Per Manufacturers Specifications d Recommendations. SUBDIVISION NO. 1). < (As Required Even If Not Shown). 7® THE IRRIGABLE AREA IS 17,700 SF. O PIRR� l LL Z SHEETS/210510—P€R.D G 0 UB U) A^*d L-. p cv.a� a i3 C C U. *W+ a�' %_ va a E ^ ' ® 9 ` p�y ® UI i 0- C'a ® a C o v 0 v W +a+ C.'.� S1� -a ®9 T C. 404 .+ .2 U 0O (D OC C 0- P ESS R ZE IRRIGATION NOTES �. , 4)4) 1. NOT USED. _ mac- v LU ® G ® y? ® O 2. Install a reduced pressure bac low reventer in any connection between the potable water systeman the E pressure irrigation system. The device must be approved byte IdahoDepartment of nviro en al Quality ®- a. 8 � ® ® (DEQ) and the City of Meridian WaterDepartment. A ® �g_ C 0 o ., m w ®•y�� a� ax 3. Install all crossings of the Public Rights-of-Way, private roadways and travel ways with pressure irrigation at N °' 5 0 - a maximum depth of two-and one-half ( -12) feet and in on AWWA C-9 0 pie sleeve with locator wire. W Z �- The Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfillin 0 0 � n, ®ACC 12 4. The horizontal separation of potable water mains and non-potable water mains (sanitarysewer, stormdrain, 0 ®� s � 1 3' SD 21' R D 18' GROUNDt 11 and irrigation) shall be a minimum of ten 1 ) feet. Where it is necessary for a potable water main and W f 0C,tz � 2 3' x 4' x 6' GIN BLOCK (O EQUAL) non-potable water main o cross it less than eighteen 1 ) inches of vertical separation, the crossing ® 0 -- � .a o+� shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water SystemsC0v ®� 3 4' or 6' x 1' 111.E MINIMUM 7 (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (I APA 5 .01.16). Z ®� ` 5` t�. 0 ® ® ® C 1 LOT ®v14 4 e or 6" MAIN LINE MINIMUM 5. The horizontal separation of non-potable services and potable water services or potable water mains shall be o a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to �cs C c�5 5 1 BRASS PIPE cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in L g- accordance with Section 2. 7 of the Idaho Rules for Public DrinkingWater Systems I 5 . 1. ) and v Q>:' 6 1 2 PSI POLY 18 ABOVE GROUND 5 BACK LOT a �' 10 Section 430.02 of the Wastewater Rules (l APA58.01.16). _ "� 3 SIDE LOT PVC RISERQ s 2 U®S 1 BRASS CURBSTOP a ® � - Q � � � 6. Install finder tape with all irrigation mains. Tapes shall a two (2 inches wide, metallic re in color, with H ® c ® E c L PRESSURE IRRIGATION PIPELINE - g ) . .� CD ROCK CHIPS 1 SEEP FOR SIZE OF PIPE the words DANGER -UNSAFEWATER orNON-POTABLEA clearly marks along its length. Place the tape TYP CA ,PIPE LC3C T O I between six (6) inches below the surface and eighteen (1 ) inches above the top of the pipe. a p ��. 3 D NOT TO SCALE 7. Label all irrigation risers and faucets with durable tags carrying the warning AGE -U SAFE WATER or ® �� cn v N ® C 2 NON-POTABLE WATER. s ® � o v � 10 L RE � �:m - 6 E 11 3' PLUG3 5 7 8. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFEor .c �05 ® 5� NON-POTABLE WATER. The valves and boxes are to be located a minimum of ten (1 ) feet outside of the 12MARKER, STEEL 1' POST Public Right-of-Way, private roadways and travel a s. 4 9. Engineering Solutions shall inspect all pressurized irrigation unless a properly executed agreement for 8 2 inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance ► notice is required. IFIED" TYPE A 131SER 10. Pressure irrigation mains must be along rear lot lines. here pressure irrigation mains traverse a side lot S�l` SIDE SERV,� E line in order to cross a street, the domestic water service an pressure irrigation mains must a only, �%' ®r NOT T S opposite sides of a lot. 11. Pressure test the irrigation system o onehundred-fifty (15 pounds per square inc (psi) with allowable loss in accordance with the Supplemental Specifications and Drawings to IS C. DOMESTIC WATER METER BOX COVER OBLITERATE WORDS A METER" FORD NO. 12. All construction materials and installation shall comply with the Nampa Meridian Irrigation istri � ct Standard M o ® =� X43 CAST IRON WITH 12 1/2' LOCKING LIDS Specifications for Pressurized Irrigation System - latest edition, except as Modified here on. 20' PVC 13. All pipe shall be PVC - Class 20 - SDR21 or better. Pipes three inches and smaller shall be solvent gD \/\\, weld. Pipe four inches and larger shall have mechanical points. ® N p 1 1/2' CURB STOP 1 3 SDR 21 C RI D 18 GROUND \� \� BALL VALVE SUCH AS 14. Minimum de th cover over all i e shall ". P P ® �C 12 m FORD B11-666SW � _ 2 3 x x CINDERBLOCK (OR EQUAL) 1 12 B PIPE 15. Minimum compaction shall be® 3 � � i0 /// / / /j ,� 1 1/2 PVC PIPE a. 95� in Rights-of-way. � � Z � o 4 or 6 x 1 D MINIMUM \ / \i s \\ \ \\ \\�\ b. 85% everywhere else. cc or 6" MAIN / 16. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings require / o o at all change of direction of pipes over 11 1/ ere shown on this plan. 5 1 POLY PIPE 2 I now \ ® ®® ®off �000 �F \ i � / / W Go o o / o ®o ° ®\ 17. l services shall be laced as shown on this plan. The shall extend post roe line into lot as shown on D� 6 1 2 POLY 18 GROUND . \� \� \� \\��, \ detail. 00 11 � � � � � 7 /// /� /� � ® -®o 1' B COMP. COUPLINGS � / MIN. 12' DRAIN ROCK MIN. 1 CU Y0. 18. Contractor shall verify the location of all other utilities before installing the irrigation pipe. X 6 1' BRASS CURB STOP 1 AT BOTTOM OF VALVE DRAIN ROCK 1__ FOR SUP 19. Contractor to verifylocation of all landscape lot services with owner rior to installation. V)goo PORT DR I N VALVE P P ROCK CHIPS -- W C) NOT TO SCALE 20. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe ® V Z co 1 3" FEMALE ADD. manufacturers recommendations. ® 0 w 11 L MIRE 3 7 5 7 8 21. All valves must be at ost 1 ` fro the street i ht-of- ay, unless othe ise sho n. z M C4 12 3' PVC PLUG 4 22. All valves at street crossings shall a on both sides of streets. ® s a- MARKER, STEEL 1" POST 23. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. 9 2 24. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pie installation. ODIFIED" ICE A. RISER 25. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install LONG SIDE SERVICE new services. Each Ho eowner shall a notified a least hours before any ro a isur ance. T TO SCALE 26. Retain and protect all existing utilities and irrigation facilities. 004 ' Z QMC 27. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in 411!4Z • - I--• I--- the pipe (even if not shown). E04 < 0 Go Z (D(D Z 28. Wherever the pressure irrigation line crosses the gravity irrigation or storm drain and there is a conflict, the PQ pressure irrigation line shall o below the gravity irrigation or storm drain and a rain shall a installed at P 9 9 Y ® � the low point of each location, unless the pressure irrigation line can o over e gravity irrigation or storm004 -- Z drain and still have a minimum cover of 3 ". PA LLJ < 09 L6 cr U) 29. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of ® =) _ I minimum cover. 0 30. Contractor shall install a service to every lot including common lots` even if not shown. I'" 14 UJ (r 0 ENO Lo 31. The pressure irrigation system must be built to the standards of the irrigation district in which it is 04 ;D C" 0y being constructed. 32. Install a reduced pressure backflow preventer in any connection between the potable water system and Z the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. 0 SCALE 1"=40` DWG.DATE 06/14/202 -, > N PROJ. NO. 210510 Z 0 Iz CAI ® 0- a. � SHEET 1 1 W �_ �_ PIRR-2 ® 0 < Z SHEETS/210510-PIR.D4 G 20 a.. 10' C'® a! 0 ® C U ® O > ® ® > ®t MONITORING E MONITORING WELL, U. A Eam INSTALLLIDTOG E ( .) INSTALL LID TO GRADE (TYP.) ®w f�l14 it,!ICI 3 I-1 1=1 fill,III lit ITI I I-f l f=f 11=1!f`I i 1=1 I Iql � j= ICI I I`I 11=1 I I=1 I f=1 I I °- ®-p - , — III — IMUMI ELEVATION , R® 1 — 2" I ROCK® V ® ® ®� a , - IMUM ELEVATION p a OF ROCK 2704.00 ' OF ROCK = 2703.9a w Q y� g > P p > J FIE AGGREGATE I E E GRADATION REQUIREMENTS F ISP C SECTION 801 FOR "FILTER " 0 �- p p Sm 43 4) — SEE TA13LE 1 F ISP C® 15'$INV.= 2702.20 Ro < ' Dc - L I p C �0 TIO82 , G. 32)UO OVEN FILTER FABRIC TOP & SIDE PER ACHD REQUIREMENTS C :5 18" PERF. (TOP ) 18n PERF (TOP )® �w g v S N-12 PIPE. ADS N-12 PIPE. cc -Q i SEE DETAIL, THIS SHE a 18�I .= 2700.82 15 (PERF•) SEE DETAIL, IS SHEET 418�INV.= lo ADS N-12 PIPE, Ro --- (L a. A c: _® 10 SEE P SHEETBOTTOM ELEVATION 2701.35 �� BOTTOM ELEVATION �° �'� OF ROCK = 2696.00 F = a , 0 ROCK 2695.90 2.&9 t@ 8---@E-!6 E-I I C-E t 8-1 lit s. iii T COMPACTED STABLE—/ STABLE C li L� ®moo SUBG E STABLE SUBGRADE SBG E _$ :a MONITORING WELL PER ACHD �- v e ®o c SUPPLEMENTAL STANDARD DWG® y 0 V MONITORING WELL PER ACHD j ®a o SUPPLEMENTAL STANDARD DWG. D-� 27. MONITORING WELL TO BE Col- 5 w S -627. MONITORING W TO BE ��-�-� VI 1 BELOW ROCK OR PITRUN/ D N VIEW 1. PLACE MONITORING�_.�.___..�WELLS IN SIDEWALK 0 BACK POSSIBLE, I ACHD O ENGINEER IF NEEDED ® ° U c ) ` ®.n 1 BELOW ROCK OR PI UN/ DSEC p iL Z ®. o APPROXIMATE GROUNDWATER = 2690.0t APPROXIMATE GROUNDWATER EL.= 2691.0± 2. CONTRACTOR SHALL NOTIFYE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED O THE BOTTOM DESIGNE U ESIG IN L TION TE= $�/ r DESIGN INFILTRATION RATE 8*/hr E A ON FOR E I L O FACILI ® ®"® c 3. IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION T PERFORMED BY SOILS ENGINEER AFTER SEEPAGE c TRENCHIS FULLY EXCAVATED. IF THE PERCOLATION IS LESSSPECIFIED BY THE SOILS REPORT AND ENGINEER, 12 � ®gig CONTRACTOR NED TO BLAST OR BORE TO CREATE CONDUITFOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO c ' ACHIEVE E IRE INFILTRATION. _ pcon 4° ACHD INSPECTORSHALL BE ON—SITE DURING SEEPAGE BED INSTALLATION, INCLUDING NE INSTALLATION. ' C . ACHD STAFFUST I THE INFILTRATION FACILITYIS FULLY EXCAVATED. q g y 1' (CAP END) 1 (C D) 1' (CAP END 6. °0 TYP. ALL PIPES PIPES OF PIPE) SEE STAR N P SHEET SD-1 FOR ...E ORIENTATION D ADDITIONAL INFORMATION. �s �.�.� �® p ca END z MONITORING WELL TO BE PERI e ri CENTERED BETWEEN PIPE D OUTSIDE OF BE I ` �0AL 'p ® MONITORING WELL TO BE o �� �° NOTE- CENTERED BETWEEN PIPE 15`0 PVC. PERFORATED DRAIN PIPE. PERFORATIONS n++ AND OUTSIDE OF BED r SHALL BE IN ACCORDANCE WITH AASHTO M304-03 g ORIENTED P 0AROUND z Izll c� v, ((ACCEPTABLE I E REPLACEMENT: ADS —12 HDPE ��t PERFORATED PER AASHTO -294). o ® c' R RL Le w , ®�® ui 1 " J!FdLZF0EATI0NDEM BEGIN PERF PE ( .) ® BEGIN P SE S S PIP SIZES, Ef s F. PIPE z NL®� C L In -Ln o az I I SEE i PLAN VIEW SEE PLAN MEN ° 4� t OUTSIDE OUTSIDE BED NOTE*® ® D 3' 1 ' 3' 50' MIN. 50' MIN. 1 " C PERFORATED D PIPE. PERFORATIONS �" go 5' 5' BE I ACCORD CE I O M304 03 I— MONITORING MONITORING ORIENTEDLi AND UPWARD 0 TOP F �i Lu E 0 20WELL 10 WELL (ACCEPTABLE IEEPCEENT: 18S N-12 m + HDPE PERFORATED PER AASHTO -294)° ® s N.T.S. IM4 &; -0 N.T.S. co SEEPAGE QED 4.1 SEEPAGE QED ##4.2 _, C4 (TQI! . 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CRUSHED GRAVEL Lu e rt r !r✓ ..,.+"ys. >;J .,c ',. ^`e.'°'p^.r e„•.„ 'n.,y r°`.`sr ',n 4 vrr .!„a4,.ns',n+,, ksr' r',€A fr""(,fi nr``.»r d^''`;,.n c..s`'e^.fi F., "'^.x,„ ,o Y",'r,» '`,,a s"".'y£,.. ,y ?ks, ,..,' .•s"`r`..,,` :9 ``•.. .✓ D gil ® Ono Lu v o n- a, ,dw J; J r-•f°E x�'".a``• 6k ' m , ''r<fi ,<fi'<., *, , r, ,-r d' ,; J':,a; , "' D F D U-i 00 ® L� io E F E ' A 2.5g P TIC PA 4" OF 3`4" MINUS CRUSH G S 6 DE SIDEWALK z S 0 PER ACHD SUPPLEMENT TO I.S.P.W.C. SD--709 B 3 RO CURB G — SEE AC E 14 OF 6 MINUS PIT RUN GRAVELac SUPPLEMENT ISPWC SD-702 F COMPACTED STABLE SUBGRADE SIDEWALK NOTE: C 5* CONCRETE SIDEWALK SEE ACHD SIDEWALK SHALL HAVE A CROSS SLOPE SCALE NO SCALE SUPPLEMENT TO ISPWC --709 OF 1.57 TO TOP BACK CURB. e ® DWG.DATE 06/14 2021 STREE SE 0410AT _ ' HT-O �` �; c t PROJ. NO. 210510 T ROLLED CURB - DETACHED SIDEWALK t--. cv NOTE: LOCAL STREETS SH&L BE A S -3 0.5 I ") MIX, PG 58-28. SHEET ® CL O DT_. 1 tx. Z /SHEETS/2 1 05 1 0—DT1.DWG