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HomeMy WebLinkAboutCC - Construction Drawings 0 C a) L U L L_ ABS Acrylonitrile-Butodiene-Styrene of Cubic Foot DWG Drawing STANDARD R O S MH Manhole PP Power Pole SB Seepage Bed _ SY Square Yard O ® _ �' ® o o'� vi ` > W> ors ABAND Abandoned Cl Centerline E FASTING MW Monitoring Well PSI Pounds per Square Inch SD Storm Drain TAN Tangent o �- V Qom, 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 AH Ahead CONC Concrete EC End of Curve FTG Footing IRR Irrigation NO. Number PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone m -- - O ,;-, E v 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 1 CO) O Z L BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Signal Pole TOE Toe of Slope I m� Q Q 2 �- BK Back CTV Coble Television EM Electric Meter GB Grade Break IVC Island Vertical Curb PC Point of Curvature - - I O ® _ 2 R/W Right of Way SPRK Sprinkler TOPO Topography U ®.- 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 C3 _ 2 �= � '�CL BVC Beginning of Vertical Curve DBL Double EASE Easement GM Gas Meter LIP Lip of Gutter PE Polyethylene REF Reference STS Storm Tank System TYP Typical ' O 0 U BW Back of Walk DI Drop Inlet EVC End of Vertical Curve GR Grade LF Linear Foot PIRR Pressurized Irrigation RL Ridge Line STA Station VB Valve Box f O = m CB Catch Basin DIA Diameter EXIST ExistingHDPE High Density Polyethylene s �.. �- �' 'v �_ g YLP Low Point PL Property line RR Railroad STD Standard VC Vertical Curb DIP Ductile Iron Pipe FG Finished Grade HORIZ Horizontal LT Left POC Point on Curve Rt Right SVC Supered Vertical Curb VERT Vertical I I CO 0 ®� °pT DW Driveway FH Fire Hydrant HP High Point MAINT Maintenance POT Point on Tangent S Slope SW Sidewalk WM dater deter CO) V C'®�_0 ;, .� c S GEN RAL C NSTR 1��'E 0 UCTION WATER SEWER I w � o 1 v t,> Q BLOCK 1 0 1 i., a �. �c �® M W �'� � m aW 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 6; A� PublicWorks x`° 16;:4?>� o s Construction (ISPWC), he City of Meridian( C), t y 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. � k I �, � ®•- addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the referred to in General Construction Note No. 1. ! h;. s w 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 \ I; I (Y. Z _�a_ �;. e Z standards or specifications. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water 0 a c sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, r ; I LL � 0.__b '� I- 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 a 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). 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 :am - v... ry°T n 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 c v 0 ® ® BLOCK 2 kr I ® �-- N 3. The Contractor shall have plans stamped Approved for Construction" by City of Meridian Public Works shotl be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable �/ _._ 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 .2 0. - - - -- - water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems ""° "y'" ` - -' - - - -- ® 1 , 4. All Contractors Subcontractors and UtilityContractors shall r -construction r _ -all attend a preconference (o an main and non-potable water main to cross with less than eighteen (18) inches of vertical (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). ®U 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 2 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 4 " g Y ( ) ( ) PP 3 2 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). n su TM m, cn ® e co U N required. No work may began on any protect without Twenty Four (24) hour prior notice. HORIZONTAL D -MUM USED c' E u 0, 4. Place water service lines in a two 2 inch diameter pipe wherever the service line crosses a 5. When cover over a sewer pipe is less than three 3 feet from to of pipe to sub rode or to of •- O P P �P P O P P P 9 P US GOVERNMENT HORIZONTAL NAD83 ADJUSTED 6. Contractor shall notify the Public Works Inspector 48 hours prior to required testing. Contractor may not storm water treatment facility i.e. seepage beds, drainage swales . pipe to natural round use Class 200 water pressurepipe", ASTM D 2241 SDR 21 including service„ .,n r ... ' E open or close w Y ( g ) P P g P 9 TO THE ADA COUNTY H.A.R.N. SURVEY P tstar valves. � �•°� - � � o .� lines and fittings. -E. � .�xN� P�OVERLAND RD 5. The Contractor shall be responsible for providing continuous water service to all existing water _ _ _ _ _ _ _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 0,-9agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that coordinate with the Public Works Inspector. utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final Q all materials installed on this project meet the specification requirements set forth in General Construction acceptance of the sewer. S I T Note No. 1. BENCHMARKS ` o C 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all A A and �, _ E 7. All CCTV inspections shall be completed third art testing firm. 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). P P Y party g NAVD88 83 (ADA CO. N - co Z2 V VERTICAL DATUM HORIZONTAL DATUM I I I I I I I I I I I I I I I I I I = N = pipe; ( ) placing aggregate ( ) placing ( ) placing P paving. 7. All water i e and fittin s shall comply I with a licable portions of Division 0 of the APP P Y p for e, B lacin of a re ate based C locin of concretes D lacin of asphalt avin . 8. rival and acce Lance of all sewer construction wit@ be b the Public Works De artment and their `� pipe 9 gs PP P decision shall be final. Such inspections shall not relieve the contractor from the responsibility of I I ! l I I I I I I I I I I i �,;= ® ® c �, Supplemental S Specifications and Drawings to the ISPWC. Water mains shall be A A C-900, or P P Y -�- _�__J L__�_ ____) 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public C-909, C{ass 150 PVC. performing the work in an acceptable manner in accordance with the approved construction plans and TBM 1 ", ® � ,� Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from Standard Specifications and Drawings. �- T T the responsibility of performing the work in an acceptable manner in accordance with the DEQ QLPE ELEVATION = 2602.09 N= 701,841.63 P Y P 9 P / 8. Five (5) feet of cover shall be provided for all water mains located in a section-line and CHISELED X I TOP BACK E= 2,448,267.71 approved construction plans. mid section-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 - - - - -J- - I c�®QUA` ( ) P otherwise specified. All sewer pipe shall comply with applicable onions of Division 500 of the OF CURB / \ -CN �� P P P Y PP P OVERLAND ROAD �.®�ENS�� 10. Any deviation from the approved plans and specifications must have the applicable agency approval in Supplemental Specifications and Drawings to the ISPWC. / \ a writing prior to construction. 9. Locate subsurface storm wafer disposal facilities (including un-lined ponds, infiltration beds \ I / _ - �I and d ells) 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. T8M 2 �2 O 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 g g 9 P Y PP. 34 838 14 N= 71 ® . 2® from the Building Division of the Meridian Public Works Department. Any deviation in street light locations Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for theeparmen days ore ELEVATION = 2609. - - - - - _ - - - - - - efy from the approved plans must be approved in writing from the City Engineer. final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached �,�l1 10. The Contractor shall notify the Public Works Department two (2) working d before initial CHISELED X IN TOP BACK E= 2, 8,854.85 v ,9 P� construction begins and shall also request inspection of water lines and appurtenances OF CURB e sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may I I �+ Q` 12. Take all lot dimensions, easements and certain off-site easements from the lot twenty-four (24) hours in advance of backfilling. OVERLAND ROAD H P be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. I � ® I 13. The Contractor shall maintain all existing drainage a facilities within the construction area until the 11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance with 11. The Public Works Department will inspect all public sewer construction whether within public applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. Q drainage and irrigation improvements are in place and functioning. PP P PP P g right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours 14. All Contractors working within the project boundaries are responsible for compliance with all applicable 12. The Contractor shall be responsible for locating and marking oil existing service connections prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. I oo•� o g P 1 P P PP per Standard Drawing SW3. •o " safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices UJ P g M 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe I ®W w and control of traffic within and around the construction area. (- - DRAIN �. J W z 13. After installation of the water mains, the trenches shall be compacted to 95 percent of Baying and pipe joining operations and while making sewer taps. Clean and'restore to their original state I G I o w 15. All Contractors working within the public road right-of-way are required to secure aright-of-way maximum density to prevent further settlement. any ditches and storm drain facilities that are silted due to the Contractors dewatering efforts. Bedding # - and a zone material shall be three-quarter 3 4 inch rock chips unless otherwise approved. I I e Q o Q w construction permit from ACHD at least twenty-four (24) hours prior to any construction. pipe q ( / ) P PP U_ 14. The Contractor shall field-verify all valve box {id elevations to assure the !id elevations - _ - - - - - - o U � �� Z 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 - - �o N 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor _ _ OVERLAND R® J ER " z grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign � �„ � o W Z) o 9 9 P 9 current ACHD standards. o�, W Q U shall determine the exact location of all existing utilities before commencing work, The Contractor assumes � - - - - - - - - - - all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all debris and to ensure that the locking lids are free of concrete from the collar pouring I ® ® z underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. operation. 14. install sewer service lines prior to street improvements. I I I I I I I I w r UJ R: 15. Flanged or mechanical-joint valves shall be located in the street, and fire hydrants are to 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental = w O P � PP Qz � 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywalls) at least 25 feet be centered between bock of sidewalk and the right-of-way as shown on Standard Drawing W7. Specifications & Drawings to the ISPWC. J- -�- - from water mains. This requirement does not apply to catch basins or sand and grease traps. I II All gate valves shall be set as close (flange connected) as possible to main line fittings. :3� i 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian I \ 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 16. Upon the completion of work, the Contractor shall submit a set of Record Drawings" to the Supplemental Specifications & Drawings to the ISPWC. � � � I � � ® � 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the Engineer. 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot UJ Go actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide L- N 10 rn these locations to the Design Engineer for use in the production of record drawings. 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 own benefit prior to installation of her utilities to ensure the integrity of the installed line. risers n - c® p of u g y se s and grade rings. The sewer Contractor shall field verify the elevation of the top of the manhole cn� 20. ACHD will ins all i _ 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 have 12 inches maximum I[ T ap C pact a improvements which fall within ACHD right-of-way or easements including but not test and finder wire continuitytest with Meridian Public Works Department personnel in f �`p p o grade rings. 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 N•T.S. � � LJ X work to be done outside of the 300' extended boundary of the project will require a separate permit test. Onlywater from the City of Me6dion's waters stem shall be used to conduct the pressure 18. Where concrete collars are used, the paving Contractor shall set the grade and our the concrete � ® ` through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through Y Y P P 9 g P LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SECTION 14, ACHD Construction Services, 208-387-6284, a minimum of 24 hrs. prior to construction starting. test' collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. Thecoo P 9 paving Contractor shall contact the City of Meridian Public Works Department 24 hours prior to pouring T.3N., R.1 W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO o - 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be concrete collars. Z 21. All construction shall adhere to the Aliwest Testing & Engineering Report dated November 29, 2017. NQ < ®o on-site at all times. A stop order can be issued if the book is not on-site. (n Geotechnical evaluation and groundwater information provided by materials testing & inspection, doted August 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with On � 19, 2019 and addendum dated May 6, 2021. T INDEX � X 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the vertical wall placed on the upstream side and rotated 45 degrees. Manholes less than four (4) feet S �j w the field. Mork and construct service lines in accordance with Section 504 per City of Meridian deep shall have concentric cones Z � C-4 . ROAD WAY Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker 1 OF 13 T-1 = TITLE SHEET VICINITY & NOTES shall be in place for the final 'inspection. Service lines shall extend ten (10) feet beyond the 20. The Contractor may air test all the sewer lines after backfilling and settling of the trenches for his ' o 1. All Contractors working within the public road right-of-way are required to secure a right-of-way - o g Y q g Y right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He 2 OF 13 LGT-1 = STREET LIGHT P �- a. constructionpermit from ACHD or ITD at least twenty-four (24) hours prior to any construction. there is detached sidewalk. shall furnish all equipment and personnel required to perform the test. The Contractor shall retest ail 3 OF 13 ST-1 = STREET P sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all LAN 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule 4 OF 13 ST-2 STREET PROFILES zone. with City of Meridian Public Works Department a minimum of 24 hours prior to the retest. 5 OF 13 -1 = STRIPING PLAN (is W 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the 6 OF 13 SD-1 = STORM DRAIN PLAN 0 LJJ improvements outside the public right-of-way. Engineer. - � F_ THE UNDERGROUNDUTILITIES SHOWN HAVE BEEN LOCATED FROM 7 OF 13 S-1 - SEWER & WATER P D PRO I i_ 0 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C, and the 22. The Contractor shall be responsible for locating and marking all existing service connections in S. SPANISH SUN WAY ®� � � latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the FIELD S INFORMATION A EXISTING DRAWINGS. THE g 8 OF 13 S-2 = SEWER & WA P D PROFILE PP P P P Y accordance with Standard Drawing SW3. I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL 06 improvements. PRIVATE DR ° o P EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC F- ASSU ES ALL RESPONSIBI 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. 9 OF 13 PIRR-1 = PRESSURE IRRIGATION P ., 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. Y I A 10 OF 13 PIRR-2 = PRESSURE IRRIGATION DETAILS AND NOTES CAUSED B HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG 11 OF 13 PMP-1 = PRESSURE IRRIGATION PUMP STATION, DETAILS ANDOTES Works will inspect storm drainage improvements serving private roads, parking lots and other paving I E AT 1-8 0-342-1585 PRIOR TO ANY E CAV TI 12 OF 13 GIRR-1 = 12" OVER OW P D PRO �-= improvements outside the public right-of-way. U o LU 13 OF 13 DT-1 = STREET DETAILS " Z 7. Place all water valves, blow--offs and manholes so that they do not conflict with any concrete curb and 2 LL_ 0 gutter, valley gutter or sidewalk improvements. "�'� P 40, .,;t > 8. The street Contractor shall backfill all sidewalks at the completion of the paving. Mr% 0004 \Z �- S Eff PLAN LE LGEND SEWER 'LEGEND WATER 1JEEGETND 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on 11+00 0 � Lli the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 8'a-- Sewer Line & Station W Construct Water Line V LJ 0+00.00 Gener`I�ne Stat�on�n L � 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and include any crea damaged by equipment during trenching operations. Concrete Vertical Curb, Gutter & 180° Sewer Manhole & Pepe Angle 4"FS Install 4 Fire Service d e C h a s e i ks i s z F_ ° 2). If the cumulative damaged pavement area exceeds 507 of the total road surface, contractor Separated Sidewalk per ACHD Supplement S.C. Service Connection � �... shall replace the entire roadway surface. to ISPWC SD-701 SD-709 ° 2"cvu Install Single 2 Cold Water Service 1199 Shoreline Ln, Ste 290 LU 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel S.L. Service Length Boise, Idaho 8702 path of a lane. Matchline shall only fall in the center or edge of a travel lane. & S.I. Service Invert Install Fire Hydrant Concrete Rolled Curb Guttery 4). Flowable fill or imported material may be required if the native trench material is deemed .° e C e Contact: De® Pape 0 U I-_ unsuitable b ACHD Inspector, does not meet compaction standards or time is a critical factor. Separated Sidewalk, per ACHD Supplement - --W-81S- ��,� Install Conc. Thrust Block Phone (208) 830-7071 0 � J Y P P to ISPWC SD-702 & SD-709 Exist. Sewer Line & Manhole E-Mail: dean0dechase.c®nn 5). Any exceptionsto these rules shall be pre-approved in writing by ACHD Staff before construction - Existing Water Line 0 g 'aw - SCALE AS SHOWN Storm Dram System with a Drop Inlet U_ 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the -12"SD and Manhole T-- ® CN DWG.DATE 07/29/21 ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD W O -�- - - --- Boundary Line ENGHNEER > N PROJ, NO. 1 0715 assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be ® CD in writing. The following variances, fisted by date and short description, were approved for the .. �., Right-Of-Way Line project: None ENGINEERING SOLUTIONS, L.L_F' W N - Centerline Joshua H Mann, P.E. � ® SHEET 1 OF 3 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but Lot Line 1 29 N. Rosario St., Ste. 100 Q ° not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete 6j work. An work to be done outside of the 300' extended bounds of the project will require a �- Meridian, Idaho 83642 Y boundary P 1 q Direction of Surface Flaw Phone 208 938-0980 separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, ( ) 0 < T- 1 requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hrs. prior E-Mail: Katys@ensol.org to construction starting. /SHEETS/190715 T1.DWG Oil ® I ® O g ® ® O► LL E ID r I _ _ H 47 U I ..»- r r *_ems.,. .m e . µ.,. .tea •» t m� I ® � s= � -+ x• m .y I I }m , I I v (v I A t caa I IA Cl cc CL'o - oCL ®+� ® cp ��' d RUT I 0 v. 5v �. E ' ®:9 ® cn . v ® 3 LjL II *=tm I ca v ' > v c s v v v ® v l 50 25 0 50 100 150 Lu -= I ! 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SPECIFICATIONS T E ISP C, E O C IC CODE. �� �" p'J R r, ::, Ra « I> A G C I PERMIT S BE OP ED PRIOR TO ST N a ° a, ° .T �am•m , # f ORK USE THE ONLINE C ZEN PORTAL AT . 6 ps://c zen al. eri ianci .org/Gi ze cc ` T OP A P D ® ® , REQUEST INSPECTIONS. w BLOCK 1 Aco cc x 1 C 3. I O I EQ IRE I SPEC NS FOR E CONCR E rill ORCI B I G, BACKFILL, AND FOR THE POLE AND ASSOCIATED a 0 s I I I G. �} ? ' 1 O A 0 44444G � I 4. STREET LIG BASES S BE LOCATED 10 MIN. FROM TREES, 5 MIN. FROM I BLOCK2 — - - - - - - - --- - - - - -- - - - - - - - _ - - - RE D 2 MIN. O YV R M S. u I I ° -manna., mxma ,-, o, m,,. ,®,m ,,u•.,. ,=art .., ,,,xm.m.,.m,wM,v,,•, ,.»ma ,.:,, ,,. ,, wm„,.w,# �` � gym. ,,N .,m.2„P,m,m ,,.,,, ma,,m,,,,,, „ „n, ,»,.•»,,. ,,»e,y,,m<,a. , ,.,,.m .. ,t,, m,,,m , , p, a I A r . I • .._ d .s .,.,.. ,�, 5. ACC F C D NCTION BOX L ATI®NS. ATTACH •.a r , R LIN BUILT I OF I P SH T E S G NG C I UBM C T E M ID C PUB C r. a RKS I T E E G I SPEC ON. . If I s am I 6s CO ACT E C SPORTATION D COORDINATOR (208) n I '' 2f rp I B— e ` / 698-5500 FOR QUESTIONS REGARDING TI CONFLICTS, OR TO ACCESS t o KE P EST . w f 4 . x a �1 N 7. CT S C I O S CTIO VW ID O PONER CO. ® z 2 IFY LIG POLE LO TIOI S E OWNER AND MERIDIAN CITY PRIOR TO L, INST TION. �,a u$ °` em$: ,,. i • E IS 1 S G E AC T W I ® � LLJ area. IS S BD SIO I 444444 ;$ „F r¢ 4 3 — 10 T' PE 1 POLES S B B CK — Z � �.-- slcc F— uj r c = I Clz ;s cog LLJ co csz r• o U' !F ( a 1« I Py I � 1 I !� # k d I I i I a ' SCALE "=50' i (o DWG.DATE A 07/29/2 1 • C y%— aia Y yy k9 § A �s I SO S .J a PROJe NO. 190715 �-- G/R - — — — — — — — — — — — — — nv x,� {, ., — — — — — — — — — — m ,>ll», , , ,e.A, „. •• m, ,llm» , , ,R., . , „n, mm®m,m ,,, rom . mm o I s - - — m , .v .,nm i •.r .... a `q m . 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FL=2604.47 . 2604.09 9fC ,- '®'-......... FL=2604.62 ��� �1 ®': V� ' P_ 12+05.54 10+49.50 5 •5 \: 1 0 � �r � FL=2603.61. 2S.®' DS \\ \ -•• 7 a v 2 .321/C 2603.69 VC 1 +1 �' . ._,,:�P c ,d ® RAT =2 ® 0 5 6 Vl� 14+65.60 \ ° _ ® �.cj _ •� s� ®� �G m � _ FL 2603. •® � � P 1 m N-, N l ,. H �, � N ro 26 .6Q 9!C B2 - _ a , , o us eon c �,,, � vs 4 g FL-2fiO4.12 �', 2 . 1* m 15 flo o Lw. . O I \ .•F &8i1 12+77.54 �� 14+67°60 C6 . H. 2604.12C ?��. 1. _ 2604.68 VC ,.% t` v a `� --AIC1 - 49 L.2 0 �, P18 ... VG �'� 8-8 B1 d _ O C1 ® L2 N VG o I ........................... �� , .. ' 12+77.54 - C1 N - 14+67.80 0 �` " �. ` �26oa.12 VC �P VG P1 �..... �Ko RSA ST. P1 �� 2 � �'e o C1 - I 14+22.60 - q 2604.56�C -T : _ ..• ... • ,®.. 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NA DST . t N P T 2so .66 S Nr, P1. 13+62.so IN II AT E OF P ® BUFF TO SD-i t3?A, . ._........ a 13+62.60 f 36. I OE A KICK TE AT _ •e m PAST CURB F "j _ = s :�; 2 2 05.0II VC�� I FL=260 .61 ® CI) SE N .02, E = , 4. 6 1 _ _ OF THE SIGN 50 _ i0 GR= �0: { _ GR- 3fl T D ® � �, E T _ _UN �, -13+48. - - - - -- - - - - -- ® - e BLOCK2 �- - _ _ _ -- - - -- -- - - - --� - - _ = . m � ® " � m- - _ �e _e C 2605.46 C - - : �.� m.,� �,m. s I E III v - . '@9 FL=2604.96 63 , e� �� r -- _ 1.15�, ------ ____------- - _ _ __ 4 _ __ c v, � � c , o . > \\\ es I c GR P P STATION 6 f C - s B3 GR • :. . , . . . _ ® cm. �. O - c 13+09.6$Gs �a -0 -u c_,_. O I .. . _ - R �. P TO c 701.2605.29 C _ I� R C # Q G D SUPPLEMENT , & , _ _ C1 . _ iI .111 _ c _ 13+30.30 FL 2604.61 m j o.85z GR c ® � � � �, 5.36 AP . . fl. 01 _. _ _ _. . . I COMM MINIMUM 14! CONCRETE ACCESS (OR AS DIMENSIONED) WITH C 7HICK * m CO 13+ -- - - - - -- - - - -- - _ - \� _ 09.88 - = -'•�•_•- � d o G## r 2605. 1/C - 041 - - �' GR r GR 2 .80.. 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T � �. , , • me- .• ., , �._: , as .• . .. , . i1C ... � � O BIKE _ ., ;_ t .•- ,.•• �t6C�tAS�[� 4aN4PF� � „•., ...- -• � � f T SIG-mp T T T - �D�ELY T �. T T T - `- o '72 r -- �-- 0 s - / __ N1 �.. SC L1 '. 0 D RO N1 L1 N1 °••.. N21+00 I TQ o 000) �p ..s+ s+ -4 Go --�;- L1 26 .34 VC_ s+00- - -- �� 2+00 , N 1 L1 - 2605.49 VC ---` 2 4s ifC 5+ 4+00 2610 24 vC --o---- - - - -_ _... 7. ...... 2609.43 VC 2609. ......I..... ®� o . C) o _ 3 C - - - --- + _ _ __- 2606 53 VC •' .. o �` --+- - - +----®-- o a C� I 2"MEET � ES•. Z C6 0 :. 1. MINIMUM 2' ASPHALT C N . ASPHALT REPAIR S M ISPWC STANDARD DRAWINGS, SD-301, SD-30 D SD-806. CONSTRUCT PA MATCHES � � (INCLUDING DRIVEWAY APPROACHES D C REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH E EXISTING STREET PA SECTION OR TO USEGo cr_ E FOLLOWING: PRINCIPALROADWAYS S BE S -3, .5 MIX, PG 64-28 INCHES (51 THICK, AS A MINIMUM W 4" OF �" E 25" OF 1=4 6" MINUS P RUN. MINOR ROADWAYS S BE SP-3, 0.5 INCH MIX, PG 64-28 INCHES (5 THICK, AS A MINIMUM WITH 4" F 4" BASE AND ;;No ; 25" OF 6" MINUS PIT RUN. COLLECTOR, L COMMERCIAL, D LOCALINDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH ") MIX, PG 64-28 THREE INCHES (3 1� F- � THICK, AS A MINIMUM WITH a OF " E D 20" OF 6" MINUS PIT RUN. "COLLECTOR, LOCAL RESIDENTIAL ROADWAYS s BE SP-3, 0.50 INC MIX, PG ��� " " , � z -28 O D A INCHES (2.5 THICK, AS A MINIMUM W 4 OF E D 14 OF 6 MINUS PIT RUN. 1. IN BUILDABLE LOTS T REQUIRE FILL O 1-FOOT DEEP THE CONTRACTOR S STRIP EXISTING GROUND CK STRUCTURAL FILL TO 95% MODIFIED PROCTOR IN 1-FOOT MAXIMUM LIFTS.. COMPACTION TESTING D INSPECTION S BE PERFORMED 15 2. CONTRACTOR S RETAIN O PROTECT EXISTING UTILITIES, IF NOT SHOWN. COORDINATE ALL WORK WITH UTILITY COMPANIES INCLUDING BUT NOT A TESTING LABORATORY QUALIFIED TO PERfORM SUCH INSPECTIONS. COMPACTION TEST RESUL MUST BE SUBMITTED TO E BUILDING � � LIMITED T ID 0 POWERCO., INTERMOUNTAIN GAS CO., C ONE D CENTURY LINK TELEPHONE. DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS E PERFORMED. WORK SHALL 3. E UNDERGROUND ES SHO B LOCA FROM SU INFOR TION AND EXISTING DRAWINGS. THE CO CTOR S D MIN E T MEET GEOTECHNICAL REPORT BY MATERIALS TESTING AND INSPECTION. DATED AUGUST 19, 20 ADDENDUM Y , 2 21. u_ LOCATION OF EXISTING ES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES RESPONSIBILITYFOR AND ALL DAMAGES CAUSED HIS FAILURE004 cr TO EXACTLY L D PRESERVEAND UNDERGROUND ES. CONTRACTOR S C DIG LINE AT 1-800-342-1585 PRIOR TO EXCAVATION. .SIGN, INaTI_®N NOTES: z I. OUTSIDE SIGN INSTALLERS DUST BE BONDED ACHD AND MUST OBTAIN A NO-CHARGE RIGHT-OF-WAY P Mf r. o w w . PEDESTRIANPS: CONSTRUCT PS PER ACHD SUPPLEMENT TO ISPWC SD-712H (REVISED FOR VERTICALCURB) WITH TRUNCATED DOMES SIMILARTO ISPWC 2. CONTRACTOR COORDINATE SIGN LOCATIONS ACHD STAFF. � 1N _ Lai SD-712. DOMES S BE RIGID INSERTS -S INTO E CONCRETE (CONCRETESTAMP & ADHESIVEMATS NOT OWED) AND S BE COLOR 'TRAFFIC 0 uj M YELLOW PEDESTRIAN PS DUST M E LATEST A D ICC SI A-117.1 REQUIREMENTS. X ACI-I" NOTES: � �- w PQ z 5. ACHD INSPECTION STAFFILL BE MORE CLOSELY MONITORING PEDESTRIANFACILITIES FOR COMPLIANCE W ADA STANDARDS. THE CROSS SLOPE OF 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10- FROM STORM DRAIN FACILITIES. F_ PEDESTRIAN DI PS NOT E GREATER1.5 SLOPE. AS A REMINDER, SIDEWALKCROSS SLOPES NOT EXCEED 2.0%, THERE ARE NO 2. X CLUSTERS S NOT BE L ON TOP OF STORM DRAIN FACILITY AND S NOT BLOCK C m "TOLERANCES" OWED. SIDEWALKS S MEET A REQUIREMENTS. ACCESS TO THE STORM DRAIN FACILITY. LOCATION OF MAILBOX CLUSTERS S BE"COORDI ACHD® z 14 W 3. ACHD STO ATER BASINS AND SWALES BE LANDSCAPED ACCORDING TO THE ADA COUNTYHIGHWAY DISTRICT 6. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATEDWITHIN CURRENT OR RE RIGHT-OF-WAY S BE RE-EXCAVATEDTO SOIL D CKFI STORMWA GEM BASIN REVEGETATION GUIDANCE UAL (OCTOBER 2017) IN APPENDIX D. BIOR N Of 4114 j I - STRUCTURALWITH FILL P ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY MATERIAL MEETS E REQUIREMENTS FOR ENGINEERED FILLP ISPWC PLANTERS S BE LANDSCAPED ACCORDING TO ACHD'S "P MATERIALSFOR BIOR TIO FACILITIES IN E SPECIFICATIONS D A CO OF E COMPACTIONS RIGHT-OF-WAY". SCALE 1 R O �a �z 7. JUST EXISTING AT VALVES IN WIDENING AS NEEDED D POUR CONCRETECO AROUND WA VALVES AS NEEDED. G QTES ® N D G.DATE 07/29/21 LU 0 8. PRIOR T PLACEMENT O PA KINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE POLICYD EXISTING PA KINGS. 1. STRIPING S COMPLY WITH E LATEST EDITIONS OF SECTION 1104 OF THE I.S.P.W.C. E ACHD SUPPLEMENTALPROVISIONS. > N PROD. NO. 071 2. FOR STRIPING AND PAVEMENT SYMBOLS SEE LATEST EDITION OF ACHD C STD. DETAILS -1112 -111 . N . ACHD FIB C: I RUP ON T ACHD'S FIB OPTIC NETWORK S ONLY BE PERM AS D WORK. DISRUPTIONS OCCUR N EARLIER 3. REMOVE ALL EXISTING STRIPING T CONFLICTS NEW STRIPING. f SHEET 1 IDAY AT 10 PM D S BE RETURNED TO SERVICE NO LATER MONDAY T 5 AM. E CONTRACTOR S PROVIDE A MINIMUM TWO (2) NOTICE PRIOR TO THE START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW. DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD < W 11011111111111 �- RESERVES THE RIGHT TO MODIFY THE REQUESTING DATES FOR THE SCHEDULED OUTAGE. CONTACT ACHD TO SCHEDULE WORK. z 0 /SHEETS/1 90715-ST.D1G s� E v ® ® ) 0> U. V �� a € 40 o "2 >, c 120 Ec ® >v a= '> > CL ® SCALE IN FEET 0 0 HORIZONTAL SCALE 9 Q � c c ��¢ U cn C Mond U) 0,, — �� c, 0 V z ® Ev S cc .0 w�' � .` VERTICAL SCALE ®- [L `" ® ��, ti cei ®' � wz ® v 0 � � - L,L Z, U c ®� ® � o : cs _ o o a 9:80:5°- VJ Q c Z o ` I=- 9+6 1 00 1 4 10 80 11 2 11 60 12 00 12 40 12 80 13 20 13 60 14 00 14 40 14 80 15 20 15 F2616 261 � � C a ' E w. E� !-0 Lo cc Cl Q Z M _ v �" p to C3 co .�,. cl �' C!s a� N ® N + tC3 00 N M pp p00 II II � N N c EXISl�1'O GROU D p �- r . � � 9 :9 � � � �' !� II + N AT CEIiITERLI E + � U.) + ® 5 W < Q II o�9 U N �+, co ® Lo N o o= g d' cc � v�r_5 v 260 � W . � '- ,INN III 26 _+ Cl � ® ® ® a""' W g �� as..•'c -0.50i6 cog® L 26NS s PiR -� W sLv RNisHED GROUND 9 0 05 AT C SINE . SPANlSH SUNIWAYI D Y- W 259 25 W W W pppp W ��,gg W W C7 C3 C� C9 C9 •" ' I I I. to I. r'' Cs ! M 1�► M O O C9 ; 2 (2 B i! li.. 6� P7 c! ° e— O OQ r► N L+3 W W z O O O ct o ® ® CL O O O O O O O O O O O ® p O cfl O O ca p O O p Co o �o N nt N N N N N N N N co N N � Ri N N N Woc � W L + 1 + 1 +4 10+8 11 +2 11 +60 2+00 12+40 12+80 13+20 13+60 14+0 14+40 14+80 5+ C o� ® o V) � p = I C> C CN fn ® 5 � 13 20 12 80 12 40 12 00 11 60 11 20 10 80 10 40 10 00 9+60 t o 261 2616 '� x Ln ® 261 2612 cz LEI 00 LQ Cl CI I �260 C4 iNEs� D GROUND+ A CUNE te� � CN � W < W ac W ' �� -0.77% 26 ° C) °60 _ °' _ 2604 Poo n0 aIS77NC OR UNO ui - 6nPi AT CENTERLINE 26 Lv 1 2-SD 2600 z 0 uJ W. TASA STREET (n u- 404 ui 259 2 u � ID � � � 596 � �u 2 ;- L- Lli LLJ Z 13+20 12+8 1 + 0 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 co E=4 0 .egg 0 SCALE 1 =40 1 s4 LL HORIZ VERT ® O DWG.DATE 7/29/21 PROJ. NO. 190715 SHEET 4 OF 13 a. 0 < ST-2 0 /SHEETS/190715-ST-PRO.DtG > 00 c: 4) o� ol LL > E A f (D L- E 4-0 ®— e) co > > 2 16.9 ti. CL Z (D 0 Lj (D 2,C L 75 o a c <-0 0 < U) 0- L- 4- is cl) Z z E t cc m >% E CD > E w -0 (D > a. wl,o ccy, Q 0 w Y c-> j-, ca cn 7e 0 ummL . 71 E 40 20 0 40 80 120 8.2 w D > LL SCALE IN FEET go 8 IN, La IN, z ci 0 E BLOCK 1 0. Cc, 1.52 -4 21 uz A2 o 8co :r -a 0 Ti o iz sp v A� c E rp c. 0 --1 7771'---'--,17 -0 0 S/ 7E PA CD ig to es 06 2 W INDEX 0 0 -0.2 A c-2 o Q. Z, 0 MN DBMPTION W. TASAS 4" TWO DIRECTIO O W) co Z 0 2 E 0 0 0 It z 0 U5 8" CHANNELIZINC LINE (WHITE) V) >141 AL 24" SOLID (WHITE), STOP BAR I i N BLOCK 1 URP RETAIN AND PROTECT EXISTING STRIPING. ow u u 2^ ^ LI JZ!o el COI 0 Of % rn Q .1- BLOCK 2 - - - - - - - - - -- _ — _ _ _ _ _ — — ° fn W ,;E ui M L uj 5 t- ......... NO 3 > p M :D (n 1. STRIPING SR4LL COMPLY WITH THE LATEST EDITIONS OF SECTION V) w® 7% 1104 OF THE I.S.P.W.C. AND THE AC HD SUPPLEMENTAL PROVISIONS. F- 2. FOR STRIPING AND PAVEMENT SYMBOLS SEE LATEST EDITION OF CD C8,14 51,11 c-s ACHD TRAMC STD. DETAILS TS-1112 AND TS-1113. 3, F- 3. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW C) LLJ uJ afM C-) STRIPING. C) ui Ui LLJ CS > J m ckf m U w 33: -j I L —z C) 2: 4� cl. 2 LLJ co t= C4 V) Poto ca C:) Zh. 00 c**4 - I ram IMENOTE Ir"" LIST Li x a_ 0 nEM DESOPTION V) C� 4 200 0 —1 (36"061 WITH STREET NAME SIGNS. 3 2 INSTALL "STOP SIGNn Rl 0 COORDINATE LOCATION WITH AC 14D STAFF. Z < < co V) pe) > 0 Co C14 c: 0 C) > SM INO io'NLr N 0 T IFES 12.0' 12.0' 12.0' 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACID AND MUST OBTAIN A NO— GE RIGHT—OF—WAY PERMIT. sl 2. CONTRACTOR SNI COORDINATE ALL SIGN LOCA11ONS WITH AOiD STAFF. t > 77P :7777 0 17 < W Lw� P! 7ee 77, 7 % 51KE LAN BIKE LANE 4WH �e BIKE LME ONLY4 4 4 O rro es� e>rre�s � 9 � ls.i� 0 z I or RP > 0 W. OVERIIAND R D Q- Ld Im u— < < 2F cr —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- C) 9.4.4 11,111,110 V) LLJ 0 Lj F— z cl) Em4 m z LLJ 0 0 0 SCALE 1 n=40" LL HCRIZ o DWG.DATE 07/29/21 W 0> C%4 PROD. NO. 190715 00 w Q CL P-- SHEET 5 OF 13 CLo < " o 77 STP. l z 0 /SHEETS/1 90715—STP.DWG 0 0 LLa- Q E 70 W (D Lm 4.0 E A f 0 a 400 0) 0 > /V. 0 CL c d) 0 E a -0 0 C 0 cu C.- 0 c CID EiD (D �i -0 ® M c: CA %.. MONITORING 39 WELL INSTALL LID TOG 0 z (SEE PLAN MEW FOR LOCATION) 0 cu C.> E 2! E FINISHED GRADE CL 0 X a 0 0 7&w cn c*4 E MAXIMUM ELEVATION 2a. , 0� z OF ROCK 2600.3 40 20 0 40 80 120 BLOCK 1 0 00 18" PERF. (TOP HALF) ADS N-12 c_>1 ® �U, PIPE, SEE DETAIL, THIS SHEET SCALE IN FM c mw#1 00 18" Q 0 - 85 C14 oc ca N=7022872 ui 8-0 c' oc 2598.3 Is-9 t--6 2 oo NON-WOVEN Ai �s 4. E=2448435.9 GEOTDMLE FABRIC - > w 0 THREE (3) SIDES PER ACHD DI#1 cc 0 1. c. STA=12+05.54 c REQUIREMENTS (SECTION 8202.23) t=:O 0 Z -,c;, u -",GRATE=2603.21--- co CL CE ''.777B 71 i 00 0 9 CL 0 ELEVATION TOP OF SAND 2594.7 32.39LF12nAWWA-8" °® 00 C-905 PVC @ 0.46% W. CC®® ST. a di#2 E MINIMUM ELEVATION OF SAND 2593.2 SbTA=12+05.54 ,,--18'fNV=98.30 0 z® E ---a- m 130.W N 0% z LRATE=26032 z Z c= .1 W. =-- r.=2 03.69 MONITORING WELLS TO .%I- 1. ALL TRES MUST BE OFFSET A MINIMUM OF 1 O-FEET FROM ALL STORM BE 1 tl PAST SAND. FINE AGGREGATE WIH MEET THE DRAIN FACIUTIES. 2 79 2 ag GRADATION REQUIREMENTS OF ISPWC C-4 10.00 LF 180 PVC '�b CA 2 7 51 SECTION 801 FOR OFILTER SAND" 4.25 LF 120 PVC 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN @ 0.00% MW#2 SEE TABLE 1 OF THE ISPWC ' 0 2 @ 2.35% SYSTEM. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED 124.00 LF 180 702228.1 12 @ 0.00%(Perfora*d) E=2448572.2 INSTALLATI on cc SIG#1 cc E 75 STA=12+02.96 SECIIQN VIE 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF Q> RIM=2603.79 n c fs UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL COORDINATE z N.T.S. Q0WITH I k : ACHD INSPECTION FOR PLACEMENT OF THE MARKERS DURING ,11111111111 CONSTRUCTION AND PRIOR TO BACKnLLJNG. ACHD IS CURRENTLY iAt c I'J' N SEEPAGE BED PIPE SUPPLYING THE DEVICES. r NOTE: h 0 LOCK A ALL PIPE ELEVATIONS SHOWN 4. ALL PIPES CA-LED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA B 2 ARE AT ENTRANCE OF -905) Y BE C TM D 3034 (SDR35) OR ADS -12 P. C MA PV AS 20305 1110.0, SEEPAGE BEDS, SEE PLAN VIEW FOR SLOPES AND cp 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.0' OF COVER FROM OTHER PIPE ELEVATIONS. BOTTOM OF ROAD SECTION. ®F A H SEEPAGE BED #1 DATA F_ z W V)V) LLJ ooI oo-% cD Z M M DI #1 UJ uj _j C> w d V) STA. 112+05.52, 16.75' RT cl- 0:: m m m IN 1'CATMCH BASIN, TYPE 1, ACHD SUPPLEMENT TO ISPWC SD-601, 50' MIN. FROM OUTSIDE BED 6 6 WITH SUP GRATE = 2603.21 12" I . OUT = 2599.50 AAWA C900 PVC =:o C> m 32.33 LF OF 12" PVC 0 S=-0.46% TO DI #2 5' 0 MONITORING WELL, SEE PLAN VEIW.-/ C) LO Ln ui INSTALL PER LATEST EDITION OF uj 31: Q(2)= 0.30 cfs V(2)= 533 cf E�jl 5 2� m ACHD SUPPLEMENTAL SD-627 Q(25)= 0.80 Ids V(25)= 1247 cf T_ m K Q(100)= 1.30 Ids V(100)= 1735 d V(100+25%) .2169 cf D 10 PERFORATED (TOP HALF) PVC OR ADS N-12 18"S 104 C:) DI #2 cil 0 STA, 12+05.52, 16.75 LT IN CATCH BASIN, TYPE 1, ACHD SUPPLEMENT TO ISPWC SD-6 52 01, -CAP END OF PIPE w co SEEPAGE BED AREA t= CIII WITH 1 SUMP Z) * GRATE = 2603.21 12" INV. IN = 2599.35 00 CN w x 12" INV. OUT = 2599.25 0 CE 0 4.25 LF OF 12" PVC 0 S=-2.35% TO SG #1 13 of MONITORING WELL, SE < PLAN VEIW. INSTALL PER coo Q(2)= 0.27 ds V(2)= 479 cfLATEST EDITION OF ACHD 0 2F < 00 Q(25)= 0.71 ds V(25)= 1058 d SUPPLEMENTAL SD-627 (n < r-) Q(100)= 1.10 cfs V(100)= 1472 d V(100+257)=1840 d w CO 0 SIG #1 STA. 12+02.96, 21.8' LT IN 0 1000-GAL SAND & GREASE TRAP (WITH 20" BAFFLE SPACING) PLAN VIE: RIM = 2603.78± (MATCH FINISHED GRADE) 12" INV. IN= 2599.15 TOP OF BAFFLE OUT = 2599.05 SEEPAGE BED 5_�18" INV. OUT = 2598.3m 10 LF 18" PVC S=-0.00% TO SB #1 N.T.S. a w 18" INV. 0 SB# 1= 2598.3 SEEPAGE BED #1 ro 0 z 130' L x 12' W x 5.6' D (SEE PLAN VIEW) INS TOP OF ROCK = 2600.3 BTM OF ROCK = 2595.3 z 0 z z 126® LF 18" PVC (TOP-HALF PERFORATED) 0 0.00% F =) C.) 0 uJ < V(100+25%)= 3,672 cf Lu ORING WEU cn cr + Li -S u- C) 0 PERCOLATION RATE = 4"/hr CONTROL POINTS NORTHING EAS11NG 1-4- 004 z HIGH GROUND WATER BELOW 2584.65± NE CORNER SEC11ON 32 691,136.8 2,464,902.3 z E j CORNER SEC TI 32 688,459.2 2,464s891.9 0 ON4 V) 0 U-1 SEE SEEPAGE BED DETAILS THIS SHEET NOTE: M 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS U) MW= MONITORING WELL SHALL BE IN ACCORDANCE WITH AASHTO M304-03 PER ACHD SUPPLEMENT TO THE IS SD-627. z AND ORIENTED UPWARD FROM TOP HALF co Emmg m (ACCEPTABLE PIPE REPLACEMENT.- 181`0 ADS N-12 w HDPE PERFORATED PER AASHTO M-294). z 0 .44 0 1 10" PIPE PERFORATION DETAIL I 0(TOP HALF) SCALE it=40* U- N.T.S. a c)CV DWG.DATE 07/29/21 W PROJ. NO. 190715 0 cr) C%4 SHEET 6 OF 13 GEOTECHNICAL EVALUATION AND GROUNDWATER CL a INFORMATION PROVIDED BY MATERIALS TESTING & INSPECTION, DATED AUGUST 19, 2019 AND ADDENDUM DATED MAY 6p 202 1. z 0 /SHEETS/1 90715-SD >1_$1 C: L. F 6_ 0 o c oa) > 0 > a L_ L I LL 0-M 0 0 DE STATION : s.3 E Z'a ol Ca Z— —0+40 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 CL Q (n 0 2616— 261 0 g6 SC 5+44 SC 5+44 4.6 SI 2598.8 SI 2598.8 4) ISP 0 C > 'D 0 < SL 50 SL 50 eta6-�' aC: Q.- z' ca 'A 2612— E .5 BLOCK I ® Cd 2612 0 0 C M ® FINISHED GROUND a-00- Aa> �ZQO a - 1 �5 Ea, E N4 BFP C* U13 C5 U_ AT GIRR U11) M T 09 to '_ (L 0. L6 q 1 W CM E38 TB co Cz + 1�1 co C200 1z LO C) 135® 135* C1.3 9 U.J � �® (�Icjf 0 CL UJ M N T7 V6 H TB TI3 SSMH 4.0 A? C%J C5 + C'4 > + to Im .0= V1 J Z q- 7E-6 04 48*0 MH 4 LF = > + - C' + L C-4 cc UJ <5 00 22! ": W6 STA=5+44.15 U5 "It __J CU + oo LU C" S1 2608— 'Z W Go 2608 S2 C t-2 3- LF_ CO go 2 ;5 LLJ C6 :zr Cc fn Z > C/3 lqr rc (n CO co I<.- 7 _7 Cn "gr Cf) N2 WJ4 00 C) LL cc) -4' C14 0 77 88 0 0 5, B1 L 8 LF 00--_ —108 LF— T26 V8 C, (TE W 0 C4 a 2604 2604 > -20 LF fl N2 i0 0 C 10 LF V4 TB N2 T7 V8 TB i �6"PIR 1%J WFA W8 W. TASA ST. 18"DGIR SLV 0� Cl) T7 V6 H TB TB EXIS77NG GROIIND CL Z 2L ff AT GIRR 13L 0 ---40- L A 2600— --I_uvu 8"W Q> 0 --J F W8 14.W N 2 81-55 co CL ti, C, :2 A >7 2596— 2596 � o � � � MOW— 5 TB co Sal 159 LF @ .Es V6 ® ` -2 CW— V6 TB -- -0 �i -15 SC 3+69 _J T7 se-2 N3 -9 0 0, to SI 2600.1 > 2592 BLOCK 2 SL 45 2592— --1-37.15 LF co i,,p E -ca 8 0 120 LF coes 10.0, 3 —8 W, 0. -r A8 T26 U� U� CV C) CL FAJ 90* Lo CM 15 LU 7II Lo CAI 258 8— > > —2588 W CN SSMH LO C" If 0 A is — N2 W CM U11) > 80 00 48"00 MH , ., \1_15 %a I En 2030u E18 TB I S1 STA=3+32.03 i" ­ A. I =D = SC 4+58 (P 2.11 SI 2600.0 >TB > 47, El 1 El 4- SL 24 f co 00 � 2584— 2 584 12 LF 2 +I U13 +1 CO C'j S1 E8 TB %-z un co UJ SSMH 2.0 W CD 00 CN 28 LF 2580 2580 48'*0 MH STA=1+90.88 > U V6 TBSPAIDISH < SC 1+91 SU" WAY LUg S. __J M L_ 00 SI 2600.8 0 Z't do C.3 = SL 42 9T UJ II sW8 (n3 UJ V)UJ 4 L- C) 2576— 2576 C C) 107 I- UJ B.: E33 C� 9 M U_J CD >_ a- La 2572 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2572 0+40 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 1 S1 LF A f W 00 II 1 Jv. IN V) CO 00 SC = 1+14 SI = 2601.3 s N3 If—777 W8 00 C4 SL 37 40 20 0 40 80 120 LLJ X II F- 3: (n -" l 0 LF SV T7 V6 H & YEA SCALE IN FEET JER JOYNOr"10 LIST co N2 HORIZONTAL SCALE of < DESCRIPM J i-- ----- ON ITU —6"P�R LL_ T w. c0n N1 6PIR G CD 7 A8 Adaptor, 8 , MJ x Fig. V6 Valve, 6" Gate, Fig. x MJ LLJ 00 6— 4 2 0 4 8 12 T ONLY Al2 Adaptor, 12", MJ x Fig. V8 Valve, 8" Gate, Fig. x MJ S1 SIG 0 Bi Blow-Off, 2", per Std. (W13), Including 8" Valve V12 Valve, 8" Gate, Ag. x MJ 0 0 SCALE IN FEET N5 -------------------------------------------EXIST SSUH-1.0 1 ,,�EXISTING VALVE W. OVERLAND ROAD Wilkins 375ADA Reduced Pressure Back-Flow Preventer or V13 Valve, 4- Gate, All MJ VERTICAL SCALE 48110 MH----- ______ 11 ____W-------------------------------------- @ Equivalent approved by Engineer and City of Meridian Water --------------- Department. Valve Wheels Shall be Chained Together and Locked W4 Water Main, 4" PVC, C-900 -—-—-—- - —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— to Prevent Unauthorized Use. z C6 ILIJ W6 Water Main, 6" PVC, C-900 --------------------------------------- ---------96' 84' --------- - - ------------------------------------ El Elbow, 4", 11 1/4% MJ x Fig. 0 3i --------f--------- W8 Water Main, 8" PVC, C-900 1111111114 ILL I Go 0 180"R E3 Elbow, 8", 11 1/4% MJ x Fig. After Agency has Closed Existing Valve the Contractor Shall Remove the Of 0 Existing Blow-off and Thrust Block to Complete the Interconnection as 01111111111 r E8 Elbow, 8", 11 1/4% MJ �00 nz Shown. 0 El 1 Elbow, 4 22 1/7, MJ x Fig. pug OZ5 >_ " ,;t See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. r 0 E13 Elbow, 8 , 22 1/7, MJ x Fig. (Adjust Water Line, As Needed, to Maintain Minimum Separation. Add Elbows As Needed. z z :z E18 Elbow, 8", 22 1 IT, MJ See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. 0 z @ �= =3 NOTES E38 Elbow, 8" 90% MJ 00 Pressure Irrigation Secondary Source Connection to City of Meridian Water. enV) 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN M APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL GR 26' Gravel Access Road per Std. (G2) See PIR-11 for Additional Information. < LU z: 0 Z EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE < < 13- AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. H Fire Hydrant Assembly Complete per Std. (W8) & (W9) :z V) 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW Type 'P' Pavement Repair (ISPWC ACHD Supplement SO-303) Is Required At Minimum. If Existing Pavement z < 3� ;i FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. S1 2" Single Water Service Compete per Std. (W4) Section Is Greater Than The Type 'P', Then Contractor Shall Match Existing Section. Construct All Pavement 0 LJJ 2 C) Matches (Including Driveway Approaches And Utillity Cut Street Repairs) Within ACHD Right-Of-Way To MatchE- MI (If z 3. CONTRACTOR SHALL FIELD-VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY S2 4" Single Water Service Compete per Std. (W5) W SSING SERVICES AS NEEDED. The Existing Street Pavement Section Or To Use The Following: P(incipal Arte(tal Roadways Shall Be SP-3, < T3 4. ALL SEWER SERVICES SHALL BE 6* UNLESS OTHERWISE NOTED. SEWER SERVICES ARE DEEPER THAN 5' AT PROPERTY LINE DUET THE ADDITIONAL LENGTH THAT THEY Tee, 8"x 8"x 8", MJ x MJ x FIg. 0.50 1% ) Mix, Pg 64-28 Five Inches (5" Thick, As A Minimum With 4" Of Y4" Base And 25" Of 6n Minus cr MAY NEED TO BE. @ Pit Run. Minor Arterial Roadways Shall Be SP-3, 0.50 Inch �%� Mix, Pg 64-28 Five Inches (51 Thick, As z UJ 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO PROPERTY LINE, IN ACCORDANCE WITH THE CURRENT CRY OF MERIDIAN STANDARDS FOR PUBLIC WORKS T7 Tee, 8"x 8"x 6", MJ x MJ x Fig. A Minimum With 4" Of X" Base And 25" Of 6" Minus Pit Run. Collector, Local Commercial, And Local Em CONSTRUCTION. T22 Tee, 12"x 12"x 8", All Fig. Industrial Roadways Shall Be SP-3, 0.50 Inch QJJ Mix, Pg 64-28 Three Inches (31 Thick, As A Minimum z LLJ 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. T26 Tee, 8"x 8'x 8", All Fig. With 4" Of Y4" Base And 20" Of 6" Minus it run. Local Residential Roadways Shall Be SP-3, 0.50 Inch 0 U) 7. CONTRACTOR SHALL RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. 0 P.C.C. Thrust Block (As required even if not shown) 01 Mix, Pg 58-28 Two And A Half Inches (2.51 Thick, As A Minimum With 4" Of Base And 14" Of 6" See Water Note 1 on Title Sheet and ISPWC SD-403 Minus Pit Run. W PMMENT REPAM NOTES: 0 SCALE 1 =40' 1 =4t UL HORIZ VERT T_ 0 N DWG.DATE 07/29/21 ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. W a > N 190 11. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 0 C5 PROD. O. 715 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROAD SURFACE. ACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FIN THE CENTER ORE OF A TRAVEL LANE. S 3. CONTRACTOR SHALL. REPLACE THE PAVEMENT SURF CL HEET 7 OF 13 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IT THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 0 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. F- S� 0 < z a SHEETS/1 90715-SS.DWG (D ® E ® ® 0 Q) c ® o LL 0.5> 8. ®a m CL�Ct � ® ID CaDA AP 'a ® C� 0 � �� Jv IN, �° • o Y a � 00 108 LF T26 A8 V8 V8 TB -- - _0 ITI O 20, LF T3 V87 •�' 10 LF � _ z ° I \ C� 2 � T7 V6 H TB 0®�� 4 / 0. w C �a A®D ® A W8 :�. � 1 r7 �� � O a•�.+ C�L J � e rTB / rt is 1 / oz TB BLOCK 1 40 20 0 40 80 120 W z ®® � 0 C .,. E — 1� U r V6 Q e SC a 0 C +!— T7 v I �A Lo L_ C - S1 5 L 6 V6 ` � 'a l � � ® � tz �`-- CW- 0� 2 u T7 V6 V6 f '` ' �-- ®� ®s v I SC = 3 - 9 #; N3LA_ " 3 ® 8 �> 12 TB Vfi T7 � ' ®® � ® SI = 2600.1 �a; 6 o W6 N3 �' I � v � �� v g 4 I 4 4 12 ® Q.0ca t.r11 SL = 45 -- -- — -- — — ,, �R— — — 120 LF 76 LF _ _ .180 LF . TB -�.- FEET 152 c SCALE 8 A8 T26 , .v TM � � _ � .•.., T22 V8 V12 t�.6 a .. � � GR � t _ - _ _ _ _ - Lv �, �12 LF a, �. 0 VERTICAL_ SCALE A ._ - i—A ® — _ pp 117° e�3 c a r W8 � _ - N2 _ - 1155 N2 m to $ _&+ — � a 1 I z ° I 48*0 MH STA + 2 03 I ¢ fi E18 1 I ��° er ' I �••� ®3 t, SC - 4+58 SC = &• S1 = i v _ SC 7 -34 - ® - SI - 2f00.0 SE = 2601.0 SSMt 3.1 _ I C W , TB E11 E1 ; SL = 24 _ SI 2600.0 l SL - 24 480 MH E SL = 51 I 0 �s �. — _. � � ems..., c....�.5 p STA-7+34.03 ®� 12 LF v c ® - c so. 75 2.0 E8 4f , I �N® � �� I 28 LF MH 3 L 0.88 h o lAWA � T7 V6 TB 1+91TEN I :600.8 ' �� 90 �, W8 I I 030 107' s�n �� ${'a���'! � x� •� �y 0 i ! v �9�• oP�®ems Of FAME� nn LLJ ME � LLJ C1 A8 Adaptor, 8°, MJ x Fig. V6 Valve, 6" Gate, . J al � �WM � o _ Al2 Adaptor, 12", MJ x Fig. V8 Valve, 8" Gate, Fig. x JLU 2+8 + 3+6 + + + +2 5+6 6+ 6+4 + 7+2 7+ 8+00 N z � ® � W 2620- 262® B1 Blow-Off, 2", per Std. (W1 ), Including 8" Valve 12 valve, 1 " e, . x J o Q o U En O F— �filkins 375ADA Reduced Pressure Back-Flow Preventer or V1 Valve, " Gate, l J v BFP Equivalent approved by Engineer and City of Meridian Water �' o 0 Department. Valve Wheels Shall be Chained Together and Locked 4 Water Main, 4" V , -P to Prevent Unauthor'zed Use. " o - m m 6 Water Main, C, C- 00 �, z J 8 o 2616- 26 6 E1 Elbow, 4", 11 1/4% MJ x Ag. 8 Water Main, W o " PVC, C-900 E3 Elbow, 8", 11 1/4% MJ x Fig. 1 After Agency has Closed Existing Valve the Contractor Shall Remove the E8 Elbow, 8", 11 1/4', MJ Existing Blow-offan Thrust Block to Complete the Interconnection as Shown. El Elbow, e, 22 1/2', J x Flg. W 00 2 26 2 2 See Water Note o. and Sewer Note o. on the Title Sheet. �� Z) E13 Elbow, 8", 22 1/2', J x Flg. {Adjust Water Line, Needed, to Maintain Minimum Separation. Add Elbows Needed. (n � Q "00 C4 S G GROUND � � � E18 Elbow, 8", 22 1 2, MJ / 3 See ater ote o. and Sewer Note o. 3 on the Title Sheet. UJI X ® > + E38 Elbow, 8", 90% MJ � X ' ® C j LU Pressure Irrigation Secondary Source Connection to City of eridian Water. V) 8 > + °� M 9 M a GR 26' Gravel Access Rood per Std. G2 N4 See PI -1 for Additional Information. 0 ® M LUM Cn � _ � 2608 p ( ) _® �- — L— --- -®� H F Fire Hydrant Assembly Complete per Std. {W8) 8t (W9) , , 6c 00 ®— —— — -®-®-_®® Type Pavement Repair (ISP A Supplement S - ) Is Required AtMinimum. If ExistingPavement 1 ® ®®_ —— ® ®m- S1 2" Single Water Service Compete per Std. W4 ' ' �. 9 p p { ) Section I Greater Than e Type , e Contractor all Match Existing Section. Construct l Pavement X ®...® FINIS GROUND S2 4" Single Water Service Compete per Std. (W5) Lu etches (Including Driveway Approaches d till Street Repairs) in C Right-Of-Way To etch e fisting Street Pavement Section Or To Use a Following: Principal Arterial Roadways Shall Be S -3, 2604- AT S 2604 T3 Tee, 8"x 8"x 8", MJ x MJ x Rg. .50 2 ix, P 4-2 Five Inches (5' Thick, A Minimum With 4" f 4" Base d 25" f 6" Minus N5 Pit Run. Minor Arterial Roadways ShallBe SP-3, 0.5 Inch Mix, Pg 4-28 Five Inches (5") Thick, As T7 Tee, 8"x 8"x 6", MJ x MJ x Fig. A Minimum :th 4" " Base d 25" 6" Minus Pit Run. Collector, Local Commercial, d Local T22 Tee, 12"x 12"x 8", All Fig. Industrial Roadways Shall Be SP-3, .50 Inch ix, g 6 -2 Three Inches (3") Thick, As A Minimum " " " With 4" Of YY4" Base d 2 " Of 6" Minus Pit n. Local Residential Roadways ShallBeS -3, 0.50 Inch 8 T26 Tee, 8 x 8 x 8 , All Fig. y " " " " L! " 2600 P.C.C. Thrust Block As required even if not shown QJJ ix, 8-2 Two d Half Inches ( .5 Thick, Minimum Base 14 _J 2 12 GI O See Water Note 1 on Title gSheet and ISPWC SD-403 IMPI Minus Pit Run. � LL PO 0 2 2596 NOTES �.■� �-- 39�.Q0 �co � 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. E CONTRACTOR S DETERMINE E CT LOCATION OF � .22 M (n EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR D DAMAGES US HIS FAILURE T EXACTLY LOCATE z <5 Br.PVC "° AND PRESERVEAND ALL UNDERGROUND UTILITIES. DIG LINE HONE NUMBER IS 1-800-342-1585. 2. RETAIN AND PROTECT EXISTING FIRE , S AND WA SERVICES AND HOLES. RESETMANHOLESAND/OR M T IS SIDEWALKUJ � 2592- � FINISHED STREET ATIONS, IF NOT SHOWN. � 2592 3. CONTRACTOR s FIELD-VERIFY T ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING R CONCRETECONSTRUCTION BEGINS. CONTRACTOR S IN ® 1— v CO MISSING SERVICES AS NEEDED. <C UJ Lo 4. ALL SEWER SERVICES BE 6 UNLESS OTHERWISE NO S SERVICES ARE DEEPER 5 AT PROP LINE DUE TO E O G T �.■y � MAY N TO BE. 0 0) C 5. ALL SEWER SERVICES S HAVE A MINIMUM OF 2% GRADE TO PROPERTYLINE, IN ACCORDANCE E CURRENTC OF MERIDIANSTANDARDS FORPUBLIC WORDS f w 2588- 2588 CONSTRUCTION. <t 6. WA MAINS S HAVE 4 of COVER. z 7. CONTRACTOR S RESTORE ALL OFFSITE DAMAGED AR TO ORIGINAL OR CONDITION. M 00 00 PQ z LLIJ 90 C0 Em4 M_ PAVEMENTREPAIRNOTES: z 1.1-1 2584 254 + 3 2 3+ + + + 5+2 5+ 6+ +4 6+ 7+2 0 7+6 8+ 0 AC FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PA REPAIR BEYOND THE LIMITS SHOWN ON E PLAN. E FOLLOWING CONDITIONS E I SECTION 6 F E AC UAL. 1. ALL ASPHALT MATCH LINES FOR PA ENT REPAIR S BE PARALLEL TO THE CENTERLINE OF E STREET D INCLUDE D EQUIPMENT DURING TRENCHING OPERATIONS. SCALE 1"=4 0' 1 n-4`' VERT 2. IF THE CUMULATIVEDAMAGED PA AREA EXCEEDS 507 OF THE TOTAL ROAD SURFACE, CONTRACTOR S REPLACE E RE ROADSURFACE. a��z 3. CONTRACTOR REPLACE THE PA SURFACE TO ENSURE MATCH LINE DOES NOT F IN E WHEELPA OF A E. MATCH LINE S ONLY F I E C R GE OF A E. ® DWG.DATE 7/29�/ 1 4. FLOWABLE FILL OR IMPORTEDMATERIAL MAY BE REQUIRED IT THE NA TRENCH MATERIAL IS D UNSUITABLEA D INSPECTOR, T COMPACTION D DS 0 E IS R FACTOR. > PROJ. NO. 190715 5. EXCEPTIONS TO THESE RULES BE PRE-APPROVEDIN WRITING DISTRICT STAFFBEFORE CONSTRUCTION BEGINS. c� LF �- SHEET 8 OF 13 0 F_- S�2 SHEETS/190715-SS.DWG 0 0 0 0 FO 0 0 �0 . ..- :,® ® V5 — ® U . ® : :{ ........ ............... 0.�' m.Q_W .................................. ............... ...-... S1 1 I t� ® _ _16. 1 c � . -0 � - I _� . •. ® rn w o - , u "_— n . zff , . , Y <. .< a ^ �» M . :.»a .. P6 . ., ff ,,,Y ,,.. „ J, _ . _ 6 ., n . , w�, . . I .. : ..®: ® - P6 �I I [®� � I :I 1 ,"` s { I c c I ' ® �® � { I A 47$= F: — J - co .a ®-0... ca �� . `, ! ) U) va s � c� - h l�U�T �� vo��� *` 19/ `_a a. / v y 2U-= * ® �� 5-=W f ie:. z { ,� J / ® � � - ® II / 5 2 5 15 _ ® tee® I � . =-%g ®U) c c . . , . . II ® V`�� ® L t; c o U ®tea I I I E I I 'I IE I C3 ® � 1 •_. .I ES RIP c e I =� I e E ® ®�,� I I b 1 c� c13�v I Pressure I ian ainlin r®gin �, I _. .� ®. ,� � c�a .. 232 LF--- - �. cec•+.= . 1 a 4a �b.. � � � .. �. m,* ® c ®•c :° m • Q c L� m o s 15 FI 6 4 - U) � .� I b® a�-� . �B a a ® vn na o c I _ � 1 g1 P6 _ C � � �, -t as • s cPi +m : :►— � � ,� I E16 bars, 6 , 9 -4'.:. I I �,2 ® I � I a:u. 'a I 4 Pressure Irr. ain CL® �s as S1 I I a a a ® ® ®. Pressure Irr. aic� C CL®2 -� 7 a a a 0 ` �% r NCH ® ` �� of c ® C -` i a P Pressure Irr. ain, , , L®2 v c m :I Re ucer ® �, ®, 0 {$� 1 , . '. , a— e � Z :I Irri atian ice • o a p B ea m �' ti �, 0 __< ` . ressure Irr, Sleeve, 1 , C®9 ®��L 1 I: ' �® ,� 1 1 g �'� S Tee, x 6 x 4 EN �''® . d as c� 1 T11 Tee, x '1�- c� { �. � I: 9 1 0 s. P.C.C. Th st lack a uired Even I at Shown � )a 0 { 1 �, a z r V halve 4� G �! � q o ti= -_ 1 /, 1 ®Ie, Gate �® ��� E®®�' .V j=. �(� 'k Deflect Pipe Per anufacturers eci rca ions d •, 1 . . { y 1:.;_••:: , eca en ations. 1 _-,; ::1'_ � m W \ � � � � {I err V, etain d Protect istin ravi I atian. ............ P6 �- \ 1'• 2 m� W � V= 2 V1 2 E •` •»". : , \ 'w o ® � F _ � \ :w II I Itl LEE I ......... :': °. ... : . : W .. . • . .`: — o ,� � L GO UCT PRESS RE - Q M ��.d®{ -_ �' _ ?sue \ I 2 N o a- ff ti •\ �\ I ► C RS L ® �®� e•e•....:. 9. 4 ® W® U ... - .-••.. _ _ �b � S1 OAK `� ' \� A C 4 --9Q5 W W a `� s �- V4 P4 . 1:: � ......... T7 kf•,• S/J .. r D 12 LFy � \ �;'• 6 \ �' �. �� �-... x ��-:: c) . -- �� ,: �: 2 A" 0 re `Y, - ! 7 N2 f G'. I .. / W �� • �+' _ , - ' �� �� m F C T D i iS G Li E FO E • ,,,.1� • k .. �� ��� 4 �.� �. E T �, 66_LF.-. _ _ iM, T ST. .. .. :: — , - V- :- E Ci . T E CO O E 0 Si i FOR a C) — — I�� � ...................... A ES C SE iS F LU E T C Y L C P ESE E Y D 0 P6 .<.e _ . : . :. ._ , :.. .. ........... » � 0 E CO CT IC E AT 0 342-15 5 PRIOR T .._ — . .. .i :: '" a.:a;:,.Zu. i. " ."..5's m.,. ha ssm er 'k4,. � , ,. �a,�, " �. Y » E , m� ,» f �Po„•. f 2. T TE T i TIES iF • '� BLOCK 1 e �� r-o `° 3. GO CTOR S ERi T L T A PRESSURE iRRiGATiO SE CE. �° �$ :i I CO CT S I ST SE CET LOT S EED I.r �... ..... ' 6U .... .e ..........e............. 4` C .� ,; V .. P6 ; .. ....... .. - o ...... .. s . s •s^ . • •• • ••-•• ••••. .. T P T A I I i `»a.' CT S C C C E i SUQD SIO ae � •., .+ • ....... I4• _ fi� . �+ k . � °e - - � � ® - - - ® — ® t: J1 € . �, »w, - - �� ti � . _ E r . ., ,,,,. »m,�m «ro . 3 _. _. . I: I_ k « -•_-_ _ .._ __..-__ eV .. ...... ,i ...,. • - f -. 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SCALE 1 =5 i ` f � V6 � R6 26 LF �, � : < : 1 . ....... pp Y t { .a i.; I S1 P6 V6 L1 S1 R6 T11 < N I 6 P6 I 51. -J TB S 1 I 0 Di G.DATE r 4 LF b 06i°29/2 t d- �, 149 - ___» '12 LF 1 P6 ,, N a�,...��.»����- 1 � is _ 12 F t .97 ,,,. .x. m, , ,,» ,, _, -.— �. ,ax,»..n <ca,»+m....,,.,. ,.m„ma,»w.n,,. »4 n•„.,...,,m.<m»,.u<�.,.-----.. •i.ono. ti/R f- — — — — ,4 - - - - -- - 37 ® 0 -19 , ,` e , : A - u a µ. u .-� ,. - -.` �, , S r ,. ,. s :• "1 o ,�, ?,.:. >>.a. i, , .,, ,.md[ »., ..t,. ..xx.2 as .,.<. .:P •k n. •.. . - ,..H. • 2.2,. ,z rr ,,y» ,,m »',..se,.a. » , d�-<r'"` v �."` .. SI�E . Qa'y f. ................ �»a .... ..• •. ..- • 5 LF � � , . 6 _-�_ ," ' { .0 TD 1 ztl®, : f_ �— -- . . .. . . .. . .. .. . SHEETS/19a715-PIRR.DC ® cn" Q'o E LL0 0 Q.mm A E E 0 0 a.0 0 2 0 U) C.Q 0- (D OG- L) LW PRESSURIZED IRRIGATION Nfv%'TI'ES < co it Now E 1 Install a reduced pressure backflow preventer in any connection between the potable water system and the .2 0 as P,!L: >''0 E E.v .A a> pressure irrigation system. The device must be approved by the Idaho Deportment of Enviromental Quality (DEQ) at a U) 0 0 C: and the City of Meridian Water Department. 5 M W 0 -J_ C 0 LLJ 7 2. Install all crossings of the Public Rights-of-Way, private roadways and trovelways with pressure irrigation at a minimum depth of two-and one-half (2-1/2) feet and in an A C-900 pipe sleeve with locator wire. The Z Cc- ca =0 Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings p6or to bcckfilling. 15 U3 00 LL :-'R-a 0 S; E A 3. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and e 2 . F. go ag irrigation) shall be a minimum of ten (10) feet. Where it is necessary fora potable water main and non-potable 9 :) 55 0) >_0 2 W M�-_ e water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed > it 0 0, CL-5 2 - C, :5 CL g-, .g �5 7S o -Z in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and -=.2.0 0 i� 0 Q*W cl) = Section 430.02 of the Wastewater Rules (I AP 58.01.16). z e ts CL z _W 4. The horizontal separation of non-potable services and potable water services or potable water mains shall be a CL 0 Cc minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to cross Q ca with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the 0 2 Wastewater Rules (IDAPA 58.01.16). 12 3" SDR 21 PVC RISER EXTEND 18" ABOVE GROUND 0 Cc,it 5. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the z 15 2:�i 0 Z 3" x 4' x 6' CINDER BLOCK (OR EQUAL) 4 4E' words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its length. Place the tape between 0-40 < 9 six (6) inches below the surface and eighteen (18) inches above the top of the pipe. a; _ g 4" or 6' x I' SADDLE MINIMUM 22 Cc, 4" or 6" N NE INIMUM 6. Label all irrigation risers and faucets with durable togs carrying the warning DANGER-UNSAFE WATER or E MAI LI M NON-POTABLE WATER. I UJ BRASS PIPE Cc U.2 7. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or NON-POTABLE E 5 z 1" 200 PSI POLY 18" ABOVE GROUND LOT WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public Right-of-Way, 5.2 10 PVC RISER private roadways and travelways. (D 11" BRASS CURB STOP NAL 8. Install a reduced pressure backflow preventer in any connection between the potable water system and the EN < 6 ROCK CHIPS 1 -1 pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) 5' BACK LOT 3' SIDE LOT and the City of Meridian Water Department. 3' FEMALE ADD. (TYP.) 20305 L PRESSURE IRRIGATION PIPELINE - 9. The Public Works Department and Engineering Solutions, shall inspect all pressurized irrigation unless a properly UO LOCATER WIRE 6 SEE PLAN FOR SIZE OF PIPE executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight Of 3" PVC PLUG 5> IYEICAL PIPE LQQATION (48) hours advance notice is required. MARKER, STEEL 1" POST NOT TO SCALE 10. Pressure irrigation mains must be along rear lot lines. Where pressure ir(igafion mains traverse a side lot line in 4 order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides of a . . .. .. . .. . lot. a 6: CDO z LJ _J MA PbAWA MA�LA tA�` 11. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable loss in Lu . . .. .. .. .. accordance with the Supplemental Specifications and Drawings to ISPWC. ;zn JW 2: ui M! 2! "MODIFIED" TYPE A 131SER V) '< ;e 12. All construction materials and installations comply with the Nampa Meridian Irrigation District Standard _J �E UUJ J SHORT SIDE SERVICF. Specifications for Pressurized Irrigation System - latest edition, except as modified here on. NOT TO SCALE �ozwCn U_ En:z C'n L S 6-2� a UJ p in U 13. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent weld. U Q: 2! C1 Pipe 0- four inches and larger shall hove mechanical joints. ail C-D Of 14. Minimum depth cover over all pipe shall be 30". 1 IS z 15. Minimum compaction shall be: 0 a. 95% in Rights-of-way. 0 Itt DOMESTIC WATER METER BOX COVER OBLITERATE b. 85% everywhere else. C> I WORDS 'WATER METER" FORD NO. X43 CAST 1 W co 1/2 L-CURB STOP N "I ( 13 16. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required at all D D 3" SDR 21 PVC RISER EXTEND 18" ABOVE GROUND IRON WITH 12 1/21' LOCKING LIDS BALL VALVE SUCH AS 12 FORD B1 1-666SW change of direction of pipes over 11 1/4! where shown on this plan. oco:' (D 3" x 4' x V CINDER BLOCK (OR EQUAL) X 1 2fj2'VFVC PIPE 17. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. They Lu W a - Q: 0 U_ 10 shall extend post property line into lot as shown on detail. F_ = 4" or V x 11" SADDLE MINIMUM 41 (n C> 00 0 M A X %-- 18. Contractor shall verify the location of all other utilities before installing the irrigation pipe. E -0 e or V MAJN LINE MINIMUM Z I 1 1/2" BRASS PIPE < 'fr 00 5 1" POLY PIPE 2 I V) ZM pe) AM C) X 19. Contractor to verify location of oil landscape lot services with owner prior to installation. a 00 PS /77 X/ XX 20. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe C4 !j 1 200 PSI POLY 18* ABOVE GROUND manufacturers recommendations. 0) N 0 1" BRASS COMP. COUPLINGS 0 0 00, 21. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. I" BRASS CURB STOP //\ 70(�\ \\ \ \\ \\ 0 /\� \ \/ 0 D 22. All valves at street crossings shall be on both sides of streets. ROCK CHIPS A A z MIN. 12" D N ROCK MIN. 1 CU YD. 23. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. RAI Y FEMALE ADD. AT BOTTOM OF VALVE DRAIN ROCK 11 < 3 < 5 7 FOR SUPPORT 24. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. LOCTER WIRE DMIN VALVE 004 NOT TO SCALE 25. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install new dis turbance. z U2 3" PVC PLUG services. Each Homeowner shall be notified at least 24 hours before any property sturbance. 0 4 ponq UJ MARKER, STEEL I POST .. . . .. 26. Retain and protect all existing utilities and irrigation facilities. Q - 00 9 2 g4 Z LU Z 27. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in the 0 z M pipe (even if not shown). 0 0 "MODISED" TYPE A RISE13 LU 0 OD U) z LONG SIDE SEEUICE 28. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure irrigation 8 NOT TO SCALE line shall go below the gravity irrigation line and a drain shall be installed at the low point of each location, a 494 :z unless the pressure irrigation line can go over the gravity irrigation and still have a minimum cover of 30 OMO _J z < o IM 8 < 29. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" ONE4 V) M: F--� F_ UJ LL1 of minimum cover. U_J M 30. Contractor shall install a service to every lot including common lots, even if not shown. z &4 z LLJ !;E 0 0 0 0 SCALE N.T.S. U_ DWG.DATE 06/29/21 LiJ o > PROJ. NO. 190715 0 C%4 ft-_ Q_ SHEET 10 OF 13 CL < z 0 SHEETS/1 90715-PIR Do� ® ® f� ® > �M ®® 1�0 a ®E PUMP STATION CITES � � a)y a_� v W 4-0 ?CL •- a 000 9�� ELI 1. THE SKID FOR E N PULPS SHALL HAVE A ME CONSTRUCTED OF 4 X 1-3/4 X .321 (7.25 SIFT) CH NEL OUND THE PERI ER OF E SKID. LONGITUDI MEMBERS SHA SUPPO T THE PUMP AND PIPE SUPPORT �, C3 MEMBERS. INSURE THAT THE WET WELL PORTION IS COVERED BY THE SKID MEMBER. A NON-SKID PLATE MODIFIED TO ALLOW FOR FOR THE ENTRANCE DOOR WITH BASIC MEASUREMENTS OF 7'-6"' FEET X 13'-6" FEET X 3/16 INCH SHALL COVER THE FRAME. ALL METAL SURFACES SHALL BE SAD BLASTED TO BARE METAL AND THEN COATED WITH BLUE EXPDXY PAINT .05 INCH TICK. MOUNTING HOLES FOR THE PULP SHALL BE DRILLED PRIOR TO PAINTING. AN (D c C �'v ACCES DOOR IN THE NON-SKID PLATES BE PROVIDE. . AS PER PLAN. � CEO � �T IV � 8 �' , �12 � . 2. E CONTRACTOR S PROD C G A LURE SHOT COUP VERTICAL TURBINE PUMPS AS N PUMPS C OF 125 G EACH AT 180 FT OF H AT 80% EFFICIENCY AT E PUMP STATION DISCHARGE. 3/16" THICK EXPANDED METAL COVER t/1 ®6,®� $® 5 THE ELOPERS L PROVIDE ELECTRICAL POE AT E PUP S F 3 P 6 VOLTS. THE HORSEPOWERO C PUP MOTOR IS ESTIMATED T 1 P. THE PERFORMANCE OF E PUP STATIONS BE MEASURED AT THE .® G ® � 0 0 .®.. o,w' PUMPING DISCHARGE A FRICTIONLOSSES SHALL E CALCULATED ADDED TO E DISCHARGEREQUIREMENT. SECONDARY OR PRESSURE MAINTENANCE PUMPS BE CAP F 30 GPM AT 200' OF H OR WITH 3/16 x3 METAL O THE PERIMETER OF EACH LID CU - e QU T E PE FO OF E PUP ST TI S ALL E M E T THE PU PING P T DISC GE. IC ON LOSSES SH BE C C D ADDED TO THE DISCHARGE REQUIREMENT. a 12® C 3. THE PUMP CONTROL PANEL D PLUS SHALL BE UL LISTED AS AN INTREALLY ASSEMBLED UNIT. THE PUP S BE CON OLLED WITH ABB "VA IABLE FREQUENCY DRIVE" OR EQUAL THAT CO TROLS DOWNSTREAM PRESSURE v ® Qu (8) 3/4"x4" ANCHOR BOLTS' WITH c '5g WITHOUT CYCLING OF THE PUMP MOTOR UNLESS OW IS STOPPED. THE CONTROLS S BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. E SYSTEM SHALL BE PROTECTED WITH A LOWPRESSURE SWITCH. ALL CONTROLS g.- SHALL E F INDUSTRIAL QUALITY. WASHERS TOP OF SCRE B EL. 2 10.00 0 t. E DELIVERY PRESSURES BE SET INITIALLY TO OPERATE AT 60 PSI. FINAL ADJUSTMENTS SHALL BE COORDINATED FOR THE PROJECT SITE. E PUMPING OPERATION SHALLBE PROTECTED I LOW WATER SHUT-OFF DEVICE THAT / / / / / � / /rCL '� �`®l SENSE THE WATER LEVEL IN THE ET WELL. HARMONIC FILTER PER IDAHO POWER COP SPECIFICATIONS SHALL BE INSTALLED TO PREVENT HARMONIC DIS BANCE B THE °tee, .� 00 HIGH A 2608. t a LL. ® � AUTOMATIC STAINLESS STEEL SELF CLEANING FILTER IT SUCTION CLEANING OF THE SCREEN SHALL BE INSTALLED. E FILTER SHALL HAVE A FLOW OF 270 GPM, 150 PSI RATED WORKING PRESSURE, MINIMUM WORKING PRESSURE OF = ® ® ou 35 PSI, 448 S I . 300 MICRON FILTER SCREEN, INLET/ OUTLET OF 8 INCHES, A 2 INCH S VALVE AND A HYDRAULIC DRIVEN SCANNING DEVICE. THE FILTRATION SCREEN SHALL BE 300 MICRON. 4 12" H Y 1 FILTER LINE OM REMOTE CONTROL VALVE o�, THE FILTER SHALL BE A MODEL AMIAD SAF 4500. THE FILTER SHALL BE CONTROLLED BY A DIFFERENTIAL PRESSURE CONTROLLER SUPPLIED BY THE FILTER MANUFACTURER. THE FLUSH LINE SHALL DISCHARGE INTO THE DOWNSTREAM IN PROGRAMMED TO ACTUATE DURING PUMP ®s E GIRR DITCH LINE. E FLUSH LINE SHALL BE SLOPED TO DRAIN WITHAPPROXIMATELY ONE FOOT OF COVER. THE PIPE SHALL POINT DOWNSTREAM TO DISCHARGE THE WATER. THE PIPE SHALL BE 2" PE 100 OR EQUAL. ACTIVATION. (PE 3408 100 PSI PIPE) ® �- L o 5. ALL STEEL PIPING SHALL BE SCHEDULE 80 RATED AT 155 PSI WITH STEEL 1/2 INCH FLANGES. ALL FABRICATED PIPING SHALL BE SAND BLASTED AND COATED WITH GREY EPDXY PAINT 0.05 INCH THICK. ALL STEEL UNDERGROUND SHALL a � I 0 FARMERS UNTO C w.. @�U , BE PROTECTED WITH A CO TAR WRAP OR COATING PER MANUFACTURERS RECOMMENDATIONS UNLESS E MATERIALIS DUCTILE IRON. 6 (H GATE TO BE INSTALLEDQ , 12 PVC FARMERS ERS UNION C COMPANY) L�' Q " C.-= . THE PUMP SHALL BE ENCLOSED WITH A FRAMED WOOD BUILDING WITH A ROOF HATCH FOR PUMP MAINTENANCE. THE CONCRETE SLAB SHALL BE 6 INCH THICK ON GRADE WITH #4 RE BAR AT 2 FEET O.C. EACH WAY. THE BUILDING SHALL 24" SCREEN � C.) =v BE FASTENS T THE CONCRETE WITH ANCHOR BOLTS AT 3 INCH ON CENTER. - �-p 12" i EL 2606.28 • � ` � � � . 7. THE BUILDING S E A LOCAL BUILDING CODES FORTE PURPOSE IT IS T SERVE. PAINT BUILDING AS PER ARCHITECTURAL SPECS. A 3'-- " X '® " LOCKABLE MET DOOR SHALL BE INSTALLED O ONE SIDE. A VENT ON EACH 3:4 0 END OF EBUILDING SHALL B INSTALLED. E SHALLBE SCREENED, LOUVERED A F 2. SQUARE . A TEMPERATURE C F SHALL BE INSTALLED AT P L VENT AND CAPABLE OF / 1 v 91 MOVING 10 C EL. 2605.a0V. / 1 PVCIV? 1; 8. THE COLLECTOR SHALL EQUIPPED I A PRESSURE RELIEF VALVE CAPABLE F 8 P ER 0 E DISCHARGE INTO WELL. • ® ` ® 2605.00 12" I 265. 0 a .' � 9. A CHECK VALVES S BE SPRIG LOADED "NON—SLAM" PE VALVES. Q a-� 12 T(3 �=�_ 10. BUTTERFLY VALVES SHALLBE GRINNELL OR EQUAL. a ®� WELL 11.TH R M S I AT R. N ° .E BE A ACROM SUITABLE FOR SHORT FLOW STABILIZATION TIO SIZED FOR 8 INCH PIPE TOTALIZER. E I S E I GALLONS PER MINUTE WITH A DIRECT READOUT D LOCATED INSIDE THE 4 ® 12" EACH WAY PUMP P HOUSE. u E ° BOTTOM F SCREE BOX 12.THE INTAKE WATER INTO E WET WELL SHALLBE PROTECTED WITH A CLE O S CW 80 SELF CLEANING SCREEN OF 18 MESH. A ET REMOTE CONTROL VALVE ON E D.S. SIDE OF THE DISCHARGE FILTER SHALL PROVIDE FILTERED EL. .5 v WATERTO THE SCREEN OPERATE HEN EITHER B OF PS I OPERATION. E V T E SCREE SHALL B CAPABLE F 20 GPM D DELIVER A MINIMUM OF 40 PSI. PIPING TO THEEo t2 SCREE S BE E 1 PSIMINIMUMI 12" CO OUTSIDE OF BUILDING. C"C,'® 3 13.THE E SHALLB I I STEPS CONFORMING TO I STANDARDS FOR PUBLIC S CONSTRUCTION. LOCATESTEPS BELOW THE ACCESS HATCH DOOR. E A 16'- F 2'-6" 13'-6" 1'-0" 20305 Of ' x ' WET WELL yvA H Q >:E METER ACCESS 0 ROOF HATCH STEP-DOWN BREAKER o ` DISCONNECT TRANSFORMER PANEL ® W® O U-1m �/ s® — ®` off = � W / \ y 0 N J da Z = � VENT (SEE � / 4 FOOT - 2 P \ � ¢ � � � c� ✓ FLOURESCENT LIGHTS 0\ 7 " E j I Io N o O NO. 7) _ 0 - 90' S z, ® a- c� /! \\ T ACCESS _jIz® N PUP R � o oU INTERIOR WATER METER FOR 1 , 1 WATER AMOUNT TO THE CONTROLLER / -10 1 -1 / 1 U, PRESSURE IRRIGATION SYSTEM m t4 �l Llj ® z �m _ M ��� �\ !/ o a 8" DISCHARGE LINE \\ PROVIDE P.S. ENCLOSURE ;; FILTER Y V � i HARDY SIDING 12" C AMIAD SAF 4500 �-OR EQUIVALENTMIN. " PIPE COLLECTOR D - - _ ( . FOR EACH PUMP) I I ONE STRUCTURE DISCHARGE PIPING \= = 3" PRESSURE E VALVE - - DISCHARGEINTO D� m 8" FLOW W 8" DISCHARGE LINE COLLECTOR PIPE - po 00 00 w ® 4 FOOT 2 LAMP M z � '< FLOUR SCENT LIGHTS A TIG' CONNECTION TYP.) Ll 8 DISCHARGE LIFE � I o I 0- eca (n SU PO D N PLUG ® '� N 0 ® 0 cn c FINISHED FLOOR EL. 2611.5 ( •)FINISHED GRADE EL 2611.0 � Co FIL R 11S V s _ -. FINISHEDGRADE EL. 2611.0 DISCHARGE N PRESSURE - 1 FILTER E `. :- Lf 2 FILTER DISCHARGE LINE FROM REMOTE FROM REMOTE .. .- o .®. CONTROL VALVE FOR FILTER DISCHARGE TO N IRRIGATION NETWORK LINE CONTROL VALVE FOR GRAVITY IRRIGATION SUPPLY DITCH (PE 3408 a. SOURCE FILTER 1 DRAIN VALVED V 100 PSI PIPE). ° :e a dd BOX TO GROUND L HIGH WATER L EL. 2608.0± 61 a 1 U. L SUP 9 1 " FILTER LINE FROM REMOTE (1) E, 8" x 8" x " CONTROL VALVE PROGRAMMED TO (2) Reducers 8 t® 6 ® 0 j: r------------- ------ ACTUATE DURING PUMP ACTIVATION. M■� t 1 12" I EL. 65. (PE 3408 100 PSI PIPE) I 0 BOX 00 i i SCREEN MODEL O. -8 a. Uj e n i e i - ° 1--- '7 177 -�: i i i ... z a° QamL.Lji o o i ° QQ ® Qao AXE® .12" PVC ..,._ 12" PVC - . ° S BOTTOMEND i i z B®TT OF WET WELL I ` .A a _ P 1 f . I r.i® ` QED S: • �— � Uj Lj 72" WELL j i �1' � CL DISCHARGE ®L---------------------J® L------------------- J® T E MON F— .T.S. PLAN VIEW N.T.S. SCALE TS METAL LID DETAIL 04 DWG.DATE 7/29/21 N.T.S. CN PROJ. NO. 1 715 CAI � SHEET 1 F 13 7 o �C PmHlwl /SHEETS/190715--PIRR.DWG lr�J�E_.7 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL COMPLY WITH ISPWC LATEST STANDARD SPECIFICATIONS. 2. CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL - TO 957 STANDARD PROCTOR IN 1' MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE 40 20 0 40 80 12 . GI - 3.0 PERFORMED BY A TESTING LABORATORY (QUALIFIED TO RIM= 2600.1 PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS 137� o o MUST BE SUBMITTEDTO THE PROJECT ENGINEER. HORIZONTALSCALE IN FEET 3. SEE PLAN PROFILE FOR PIPE ANGLES, PIPE SIZES, ELEVATIONS AND DIRECTION FLOW. 180' 0 4. MANHOLE STRUCTURES CAN BE PRECAST OR POUR IN 4 2 0 4 8 12 EX. GlRRH-o31-. �.. o \ PLACE SEE SHEET PMP 1 FOR DIVERSION BOX DETAIL STA= 6+69.95SCALE IN FEET RAM- 2600 o- 01 1 ��\ VERTICAL SCALE I rg .. I 10.0° GIRR EASEMENT I - � I ® At I � ®0 4 + 0+4 0+8 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 0 4 0 4+40 4+ +2 6+00 +20Ns��, ®� � + •. -. 262 I I 00 I 110.0® Of tj :E a 61 cn YJ 5.0 tea. N o ®®-, wa L NULu J y-- z ® � GIRR MH-03.2 I•. . I o W � s " 8 I �' �" II W aa`°. FINISHED GROUND o m STA_ 4+45.69 261 q ��. c E.t'/ST/ � S l�r�Il AT GIRR s cc�� ® � 612 ® � J RIM= 2604:65 B70* La _ . . + 0 it y-� _vftI I _ -® ID cr- 23.71 LF �Is:: � iE C14 ® ®N Lu ® - - J o-- 88 cj �`' ` .2604 ( 87.B 1 LF 12" PVC ® 0.42 � �w �� ' v� ® t� � = v, ® w o _ �- _ _ —. - - - - - - - - - - - _ -- - -- _ — _ _ -- _ - _ 26 = Pvc 0 077% �� �� �w�'+ � R 26 8 fr t nr— - W � W CL • _ zRR T d� y _ \8 -- - - -- FIN ND . ISED GO lST� . ' AT GIRR _ 2604 2604 zi CJI • o �� �'' II LsJ 6 PIR 00 � � rt L „ o 0 ®o • -.• � ": •.............' � � � v; 105.14 ��� �ago � ... c� eta e1- et• � LF : � 17 GIRR MH-0 •3 0 0 0 coa 12 PAC 0.8��_1.5 22a®26 STA= 3+36.55 26 _ N MIN 26 �. I RIM= 2606.94 0.55 Cl I00 ........................ ° �' o 0 oam 00 .............. 2 9 � 25 ui u o - ........................................... m � N NCD 11 i ' •.- cam@ c� N 3 292 �' 2 2 -- 5 ....................woo............ •................ ass N 'FLOW 12 OVER � z r Nz `• J7?588...... 25 I -� + + 0 0+40 0+8 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 +8 + + + + z Cc SEE SHE PMP--1 1 ro 0OL FOR PUMP PLANS AND DETAILS I 5.0 .. I I z U 0 -•-•--- ------------------ 0: _ I , CL EX. GIRR Box-1 GIRR BOX 03.5 GIRR M -03.4 STA= 0+00•00 A= 0+94.34 I n STA= 1+24.57 a RIt�1 2610.40 RI M= 2611.80 :_ RIM= 2611.21 . . . . m V . ..- ! CIS i!-. - -h 3• d �""", .,", •-,`w .,,m..,.,.....,m a c 4 L- 77 WE U. ......-. ., `J.,.. - y:- cl) Em4 0 z I.S. 0 SCALE 1 = $ LL HQRIZ WET ® DWG.DATE 7/29/21 uj C\t aS PROD. NO. 190715 ON ® E 1 13 CL . . z 0 /SHEETS/190715-GIRR.DtG Q) U) W c � E® ®� .2 ® c: 4 ® o o' aU. �> a.L_ 'vZc0 0.5 E cv v ®� c. � y 'gip 0 a 0 ® � y Q "+ 2 a. �_ ®' ® C C cp c: diD Q 70 ROW M W v 0�' m � ch'v�T0� 2 0-- 35' 9 ! �� y 0-.0@ y z .e.+ ® y LAM 0 0 i 0 f (03� m � 0 v . 5 8 18 18 8 5 y �' '0 ® ` y No doeLL .,. @ i , 1 i �''® v v 4 L06 2 16 16 2, 1 4 LAM .0 Q> F > � T ! ® � ..� — �� .- 0.5 0.5 C Q> 2� ®scc c:9 .12 ® 1.5% B B 1.5 �.... --2.07 —2.07 -�-- Ems.. Z �� 91D \.\\d �� e d.. \�!\°" j�>��l`�"A `�S�"�✓�d1' "a�F. �.:i.9:;, 1��/. f ��/��F�"���/'\��"®\° �•~'s ',A ® v fit . 0 `�\\,,,'pp ^,,\. ;i`� e P p .� ,r f ` ,r' / Q�J R .B \/\ \ \A�✓`Oyu+ ,+/y\./�a,\\ +�`�/\,yp./'' M`�\ C 8 C3 .f°/ / s.e✓,"/:.//P/�/,F d6 / ,p✓�,, \�t'a/'�°"\°,� .✓/°�`.f`\\d/f ,\O'�'.✓/\ °\°,,f/ \°`�,`\\✓''�R„``m`° ° ` �+.^y ®.G ►Z A®$� 0 � UT �►' c a, c ! ® ® E F I F E ® LA- ! ow' 2E(�3 wo A " ASPHALTIC PAVEMENT 5n CONCRETE SIDEWALK - SEE ACHD �E 16" PIT RUN GRAVEL SUPPLEMENT TO ISPWC SD-709 a "' C B VERTICAL CURB AND GUTTER 4 of 3- D 4" MINUS Q COMPACTED STABLE SUBG E � �� �.� / SEE ACHD SUPPLEMENT TO ISPWC CRUSHED GRAVEL G CENTERLINE STREET DESIGN -701 STREET SECTION -- 79 RIGHT-OF-WAY o-c -'o y 6" VERTICAL CURS AND GUTTER - DETACHED SIDEWALK NOTE: BASE AND SUB-BASE SHALL EXTEND 6 MINIMUM HI v e � ao (TYPICAL LvC COMMERCIAL STREET SECTION, CURB. �' PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-701 AND SD-709 ®®NL NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH MIX, PG 58-28. c,S �fV N.T.S (W. TASA STREET) �� �,`�F_N��O 0 Of J ® L � J z (� O L ® LLJ La O ' N J � LLI C ui ® W 70' ROW ! I=nc z cl c' ! 35i 35, U �® ® - `_Joz ® ii ! o ®® W� 5'SW 8' 20' 20' 8' 5' ! � N o v � c o in � W �� ! C:)m I 2' G 2' 18' 18' 2' a 2' N� OfW J o z CD o- C> aw now ! .5' 0.5' ' 1.5% —C A c A Qj C ! 2.0 —2.0% \,©ors,\✓°,' ✓ / /\i°` .''�''"^ \✓°`�°* o.�`��° \ °\�\ \\\\O\\ \\\\.\°�•:. �4\� "° \j `� �"CV >- D �`�°°ski°°�''° `°°�i°°°��°°�'°°\\�re�;°°moo\°��°%' s.��%�a,�°�`°� �\;���°�° °�°°� r���°�o�°s°�°%��/°��'�°�°°�o°°�� �°ii°°i�°�`�`�°°°��e°ii\°�i'��°�°�i°°�r°° � p >. I F F I ® o® CN o D E F F E D ® + 0 ! cn < ® cz A 3 ASPHALTIC PAVEMENT 5 CONCH SIDEWALK - SEE ACHD 16 PIT RUN GRAVEL c� w SUPPLEMENT TO ISPWC SD-709 ®a TI CURB D GUTTER - SEE D 4 of 3 4" MINUS Q COMPACTED STABLE SUBG E ® < V VE z _ o / G CENTERLINE STREET DESIGN re) o ACHD SUPPLEMENT TO ISPWC SO 701 CRUSHED GRAVEL I uj STREET SECTION . AY RIGHT-OF-WAY 0) 0 6" VERTICAL CURES - DETACHED SIDEWALK NOTE: qn(PICAL LOCAL COMMERCIAL STREET SECTION CURB. AND SUB—BASE ND 6" MINIMUM BEHIND PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-701 AND SD-709 Z ::i C-3) NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH ( �) MIX, PG 58-28. C6 < .T.S (S. SPANISH SUN WAY) � � Lij ® zLu w cr —° V) 0 m D F— OC c/) Em4 n z uj ui tw_ Lu o 0 cr_ 0 C/3 0 LL. SCALE NO SCALE In ® DWG.DATE 07/ 9/2 21 o PROJ. NO. 190801 N CIL I%— SHEET 1 CL 0 Q DT� 1 /SHEETS/190S01-DT1.DWG