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CC - Construction Plans 3-31-21 L C fU A C Q, r�A��D ABBREVIATIONS D c7T�► L Qo E+°' ABS Acrylonitrile-Butodiene-Styrene cf Cubic Foot DWG Drawing STANDARD DARD ABBRE Y IATIONS MH Manhole PP Power Pole SB Seepage Bed SY Square Yard O .O ®s� > o ABAND Abandoned Cl Centerline E Easting MW Monitoring Well PSI Pounds per Square Inch SD Storm Drain TAN Tangent !r• LL V a" a a� 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 - o AH Ahead CONC Concrete EC End of Curve FTG Footing IRR Irrigation NO. Number PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone (1) } E o� , 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 0. � 2� o ; v BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Signal Pole TOE Toe of Slope C E BK Back CTV Cable Television EM Electric Meter GB Grade Break IVC Island Vertical Curb PC Point of Curvature R/W Right-of-Way SPRK Sprinkler TOPO Topography VO}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 L V T C o U p fA.- 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 Q ; S o s 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 O O C .0. a CB Catch Basin DBA Diameter EXIST ExistingHDPE High Density Polyethylene s_ L �'°' �' _ 9 YLP Low Point PL Property Line RR Railroad STD Standard VC Vertical Curb :,-, � � DIP Ductile Iron Pie FG Finished Grade HORIZ Horizontal Q °' "' °''-15 p LT Left POC Point on Curve Rt Right SVC Supered Vertical Curb VERT Vertical 0) i5 $ DW Drivewa FH Fire Hydrant HP High Point N NOTES y Y 9 MAINT Maintenance POT Point on Tangent S Slope SW Sidewalk WM Water Meter C _V �W o �`r 1�!®TEn7 � � `-' o E�" c' GENERAL CONSTRUCTION WATER SEWER D- d N $® c Q m 7V U O ems-. @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 is _0 = y T® Public Works Construction (ISPWC), the Cityof Meridian Supplemental Specifications to the ISPWC and an 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. .16 to B11 o -" >E" PP P ( Y 9 Y P ) P � tt �� addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the referred to in General Construction Note No.1. 17 y to R�r C 0 a.... o 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 yJ t3 t4 BLOCK #91�CREEK 7 0=_E o- standards or specifications. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary drain, artd irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water er is �F#57 0 ®_ "'N 8 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, AEGEM DR i6 t7 T2 �" I'- Z3 o o C 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 Q V o 8 site at all times during construction (available on the website). Failure to hove a current copy of the inches of vertical separation, the crossing shall be constructed in accordance with Section DrinkingWater Systems IDAPA 58.01.08 and Section 430.02 of the Wastewater Rules IDAPA 58.01.16). t to -5 g N> N 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 Y ( ) ( ) t9 BLOCK 7 � QR. at 4ri ? i g o® a 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 3 , LE CREEK 0 v-E O s An- 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 s� a PKIA8E t is 20 24 25 BiBext a (n _Z O O o 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 hteen 18 inches of vertical se oration, the crossing shall be t °S 4 t z t 16 zB o V V 10! O > V 9 ( P - 9 � ,�rw�sz t7 27 a® � ( a Z z o 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 � tB t a4. o o c w 0 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference (or on 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). "a ' DL 0 " = O" �� a t on-site meetingwith 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 N s BLOCK B t�6 ;` l� :V a Y J P ) P P 9 �, a 1 t l t ; 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 BLOCK 4 BLOCK 6 t9 PKkBe 2 W.A€seaNDR. 1 L g a 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). 24 7 W. ; i AFGE t o v cn required. No work may begin on any project without twenty-four (24) hour prior notice. B AN ~-� 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 top of pipe to subgrade or top of a W,KARPATHOSSt ® ZB a = T= 6. Contractor shall notify the Public Works Inspector forty-eight (48) hours prior to required testing. storm water treatment facilityi.e. seepage beds, drainage sweles . f� a ( 9 ) pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service s a a , 0 Contractor may not open or close water valves. za lines and fittings. 14 4 6 6 = o� a> 5. The Contractor shall be responsible for providing continuous water service to all existing water a� B 9 BLOCK 9 o G N o _ - " 3 ti E c s 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 ea�°S at ao 21 - .0 . agencies. 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 19 is �' o ` all materials installed on this project meet the specification requirements set forth in General Construction acceptance of the sewer. 9 BLOCK 7 to 0 13 9�� a { y °' Note No. 1. z \ `` j " 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWwA and a 22 1@ 9� -� � w 9 F t a C O O standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All CCTV inspections shall be completed by a third-porty testing firm. $O99 tO BLOCK 8 8 7 �9 W.KAsos sr. N o 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches 7 tt 12 BLOCK g = y 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 and acceptance of all sewer construction will be b the Public Works Department, and their tt to to to is t6 BLUCK6 s o 2 P P ( ) P 9 ( ) P 9 ( ) P 9 P P 9 P P 9 P Y PP P PP P Y P � s� a o-� ��, y j Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or decision shall be final. Such inspections shall not relieve the Contractor from the responsibility of t �` to 23 11 -- y _ E PP P 9 P P Y BLOCKs s 2L. z -N 9. Inspection, 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 W.MIKONOS ST. 1 0 o 2 2 - Works Department, and their decision shall be final. Such inspections shall not relieve the Contractor from Standard Specifications and Drawings. W.MIKONDS DR. Is 24 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 y P"M 1 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 Y S10NAL otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the Or 14 25 5 4 3 2 1 2 m �1STP C�r� 10. Any deviation from the approved plans and specifications must hove the applicable agency approval in 9. Locate subsurface storm water dis osa! facilities includin unlined ands, infiltration beds and Supplemental Specifications and Drawings to the ISPWC. a t a a 4 6 B 7 C BLOCK 11 P ( 9 P 9 BLOCK 12 -- - d writing prior to construction. drywells) at least 25 feet from main water lines. This requirement does not apply to catch BLACK 6 37 a �� 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. g6 � o z basins or sand and grease vaults. Z 3 11. Prior to beginning installation of street lights, the Electrical Contractor shall obtain an electrical permit Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental 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 the 3 38 Z Z 10. The Contractor shall notify the Public Works Deportment two (2) working days before initial 13 12 11 10 9 8 27 6 7 8 9 10 �; '� 1�4► 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 4 of 5G construction begins and shall also request inspection of water lines and appurtenances 39 l sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may BLOC 6 �Nf.ST40 twenty-four (24) hours in advance of backfilling. ,e 12. Take all lot dimensions, easements and certain off-site easements from the plat. be a maximum five 5 feet des at the property line unless otherwise approved b City Engineer. 4 ( ) P P P Y PP Y Y 9 40 0 5 13. The Contractor shall maintain all existingdrainage facilities within the construction area until the 11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance with W.STAVROS ST. 28 W.STAVROS ST. W STAVROS ST. g 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 41 > W drainage and irrigation improvements are in lace and functioning. - ---T-- m W 9 9 P P 9• right-of-way or easement. The Contractor will notify the Public Works Deportment forty-eight (48) hours � I �� o 5 F- a z z f 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. 5 42 � � � ¢ � � z � e 14. All Contractors working within the project boundaries are responsible for compliance with all applicable o o per Standard Drawing SW3. 6 7 8 9 10 11 � 29 3@ 31 32 33 34 35 36 safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices a Q m 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe BLOCK a a J and control of traffic within and around the construction area. � 4$ BLOCK 8 0 �=m 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 original state Q J W maximum density to prevent further settlement. any ditches and storm drain facilities that are silted due to the Contractor's dewotering efforts. Bedding Z o 15. All Contractors working within the public road right-of-way are required to secure a right-of-way a o construction permit from ACHD at least twenty-four 24 hours prior to an construction. and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. P Y ( ) P Y 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations g v N o 0 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 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 g 9 P 9 current ACHD standards. v, m o w =o shall determine the exact location of all existing utilities before commencing work, The Contractor assumes debris and to ensure that the locking lids are free of concrete from the collar pouring zo � & all responsibility for an and all damages caused b his failure to exact) locate and reserve an and all z Z P Y Y 9 Y Y P Y operation. 14. Install sewer service lines prior to street improvements. �t h hg underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. PSITE BI�it�l 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 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. Specifications & Drawings to the ISPWC. N.T.S. s from water mains. This requirement does not apply to catch basins or sand and grease traps. Alt gate valves shall be set as close (flange connected) as possible to main line fittings. BEjartVCR CH �Yl.LIR KI 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian 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. NAVD88 NAD83 (ADA CO. HARN) o Engineer. VERTICAL DATUM HORIZONTAL DATUM ca o 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 17. All manholes shall be constructed to be watertight with the to of cone located within one 1 footF Lv ao actual locations of the constructed pipe line and an other utilities encountered. The Contractor shall provide g P O F- N n P P Y P 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 ELEVATION = 2532.5 N = 721 613.E -ft - .14- ELEVATION{ovations 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 a 5 - 00 After all utilities ore installed and prior to paving, Contractor shall perform a final pressure o CHISELED X IN BACK E 2,435,880.1 M P P 9 P P cone to assure that all ring elevations match final street grades. Manholes may have twelve (12) inches - OF SIDEWALK O 00 `4 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. � !t "G HORIZONTAL DATUM USE �i limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any attendance. The Contractor shall furnish al{ personnel and equipment necessary to conduct the g 9 B'�,� ! - v � � �= US GOVERNMENT HORIZONTAL NAD83 ® W work to be done outside of the 300' extended boundary of the project will require a separate permit test. Only water from the City of Meridian°s water system shall be used to conduct the pressure i8. Where concrete collars are used, the avin Contractor shall set the rade and our the concrete asr�rn�mtilE �m �` " ELEVATION = 2533.27 t- M paving 9 P McMILEAN RD n1, � ADJUSTED TO THE ADA COUNTY a N = 721 495.7 v) 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 -=- - L` = . = oa FND. 5/8 REBAR 0 o P P Y PP P 9 - t �: s T�' H.A.R.N. SURVEY E = 2,435,927.3 Go ACHD starting.Construction Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction 18 The most current edition of the City of Meridian Specifications and Standard Book MUST a Paving Contractor shall contact the City of Meridian Public Works Department twenty-four (24) hours prior �� ;i �� _o Y P s U b to pouring concrete collars. a � P 9 � N DURMAST WAY � � ELEVATION = 2531.27 Z¢ Ob on site at all times. A stop order can be issued if the book is not on site. ' `�/�r�q FIdD. 5/8° REBAR N = 721 626.9 O VD - M - s� 21. All construction shall adhere to the Geotechnical Report prepared by Materials Testing and Inspection, F ° =�N FAWNRIDGE WAY E = 2,435,386.9 � 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with dated October 26, 2017 and Addendum No.1 dated July 19, 2019. 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in W.AEGEAN DR. ® w CO the vertical wall placed on the upstream side and rotated forty-five (45) degrees. Manholes less than y o the field. Mark and construct service lines in accordance with Section 504 per City of Meridian NASSUS WAY - ELEVATION = 2527.07 g 04 four (4) feet deep shall have concentric cones. N = 721 468.9 ROADWAY Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker a ;._ © FND. 5/8 REBAR E = 2,434,901.5 shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the c `^ SITE N o oc e 1. All Contractors working within the public road right-of-way are required to secure aright-of-way right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where 20. The Contractor may air-test all the sewer lines after backfilling and settling of the trenches for his ® own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He SHEET I1V DE construction permit 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 all o sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all w 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 o zone. with City of Meridian Public Works Department a minimum of twenty-four (24) hours prior to the retest. 1 1 1 OF 16 T-1 = TITLE SHEET 2 OF 16 GRD-1 = GRADING PLAN 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 improvements outside the public right-of-way. 3 OF 16 GRD-2 = GRADING PLAN & DETAILS Engineer. 4 OF 16 LGT-1 = STREET LIGHT PLAN THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM VICINITY MAP 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE 22. The Contractor shall be responsible for locating and marking all existing service connections in 1 =2000' S OF 16 ST-1 = STREET PLAN w •latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL accordance with Standard Drawing SW3. LOCATED IN THE NW � OF SECTION 33, I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any 6 OF 16 ST-2 = STREET PLAN improvements. EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES MERIDIAN, ADA COUNTY, IDAHO i 23. The most current edition of the City of Meridian Specifications standards & Drawings to the ISPWC 7 OF 16 $T-3 = STR E m Book MUST be on site d all times. stop order can be issued if the book is not on site. EET PROFILES 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 8 OF 16 SD-1 = STORM DRAIN PLAN E- {6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG 9 OF 16 S-1 = SEWER AND WATER PLAN & PROFILE cr_ LLLJ L1 Works will inspect storm drainage improvements serving private roads, parking lots and other paving LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. N. PARNASSUS WAY/ W. STAVROS STJ W. MALLORCA AVE. _ improvements outside the public right-of-way. 10 OF 16 S-2 = SEWER AND WATER PLAN & PROFILE W o Cn 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and N. DURMAST WAY gutter, valley gutter or sidewalk improvements. 11 OF 16 S-3 = SEWER AND WATER PLAN & PROFILE I"4 ri _J �r W. STAVROS ST. � Ol► toH 8. The street Contractor shall backfill all sidewalks at the completion of the paving. STREET PLAN LEGEND SEWER LEGEND WATER LEGEND 12 OF 16 S-4 = SEWER AND WATER PLAN & PROFILE 0 W o f- 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on 11+0® W. MIKONOS STJ N. KITHNOS AVE. the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 0+00.00 Centerline Stationln ►8 Sewer Line & Station W Construct Water Llne 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and g 13 OF 16 PIRR-1 = PRESSURE IRRIGATION PLAN 0 Vs include any area damaged by equipment during trenching operations. Concrete Vertical Curb, Gutter & 180` Sewer Manhole & Pipe Angle �J Install Double Water Service 14 OF 16 PIRR-2 = PRESSURE IRRIGATION PLAN 0 W 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, Contractor Separated Sidewalk, per ACHD Supplement S.C. Service Connection s Install Single Water Service 15 OF 16 PIRR-3 = PRESSURE IRRIGATION DETAILS & NOTES shall replace the entire roadway surface. t0 ISPWC SD-701 & SD-709 S.L. Service Len th g 16 OF 16 DT-1 = STREET AND STORM DRAIN DETAILS Z 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel g !� Install Fire Hydrant N path of a lane. Matchline shall only fall in the center or edge of a travel lane. Concrete Rolled Curb, Gutter & S.I. Service Invert 0 4). Flowable fill or imported material may be required if the native trench material is deemed Separated Sidewalk, per ACHD Supplement Install Cone. Thrust Block N U unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical factor. to ISPWC SD-702 & SD_709 --CBS--oO- Exist. Sewer Line & ManholeAN Q 0 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction 12w 1e AND � Existing Water Line „, „mot„ M 0 SCALE NTS begins. Storm Drain System with a Drop Inlet, M LL �_' '�� " o 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the -12 SD and Manhole Existing Double Water Service m ' ' DEVELOPER ELOPER ENGINEER � 0 DWG.DATE 03`31/2021 ACHD Policyand standards in effect at the time of preparation. The Engineer acknowledges that ACHD W P P g g Boundary Line Existing Single Water Service .� pas- � assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be ` Z O PROJ. NO. 210308 approved in writing. The following variances, listed by date and short description, were approved for the Right-Of-Way Line $� ■' CHALLENGER DEVELOPMENT ENGINEERING SOLUTIONS, LLP project: None. C� Existing Fire Hydrant 1977 E. Overland Road 1029 N. Rosario St., Ste. 100 0 W Centerline .. Meridian, Idaho 83642 Meridian, Idaho 83642 0 �- SHEET 1 OF 16 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but Lot Line a `� Contact: Jeff Herman Kathleen M. Stroschein, P.E. m not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete Q LL! work. Any work to be done outside of the 300' extended boundary of the project will require a Direction Of Surface Flow m Phone: (208) 615-7003 Phone (208) 938-0980 Email: jeffh®C• � separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, bhhomes.Com Erroll: Kathys®engsol.org 0 0 Q T- 1 requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hours LL Z prior to construction stortin . SHEETS/210308-T1.DWG ...................... , ®D N N a C•W @ C v F LL s4- �� 0-m� V _ 6 A y N ®D 4.3 E L O 9 O ems-• fil (U $� IA Qi _ > CL c: ®— N V.- 0 Q N U O ®� � N V ® O p� @7 L++ N C!= Qn Oe N � � c ai VJ U 0 m— �' cW E� o o 171 s • i ' � f l: J 012 0 Iy Z v; 0 s#3 v imaN' ` N N i I o a ® vsnO �v - - - - �... -------- ... oc 0. 12 �\::. f N e BttCK 5 ,✓ ..................... .....::.. �.•: _ .................... - —— _ .s R �S• I • 'e' y i .................. .......... ... I ..--. •. ..;fQ. - V C O O O V v cs.o N V JIT T. I� E w O G tl = N I� V :7 U . a* . PHASE I h .. .. .... .. .. `,�y�`�► �pI .. ... ... .. /1iVf1V�74yn. — ..........:...... `` N c� i\ r--- 0 0 CN o :.:.: ...- — ___ — _— _— N .. h - .. cv 20 — — I I I y� � �94, c X-F ;\ .`. :::. :. — a 40 20 0 4.0 80 120 't � ®a . � I� � j �� 'oC f° �{I I N �� — — — .... : :: . f Q ti • ` II 16 I �,® S Ic�l SET o �; C U O— N V C 1 N 2 I _ _ _ ° 0 N I _ N -O it I �y I kk v P o I—V) v i u = a ` AL \ BLOCK 6 ti I � � •` Low h I Ia 37 �ISTZ �� 5 �, Boa ! I �• °o X o ' � XA — — — \ 2j� tio0.® Doi° �� Aso ?s �� _ o - o®�° I ��° ® 99® ®�® a®�® oo, ��o� �o ��,o x STD® y o ti 38 ® 1 3 BOCK 6 I hti °®� ILij 3 �h`� `1`, I og`�� s FINISHED GRADE 13 12 ® sw 11 10 g W « z w w LJJFINISHED GRADE o�zo � 39 3. I - =f 1=1 I I�I I- ' o �m� 0° I�— COMPACTED STABLE z c, } �p I h° � i 4=t l C=!11=!' h. . •' \ `'� •\t�I o° BLOCK 8 0�1, SUB-GRADEa o > V. ^^-- �• / J 2 l� -Y. I o V o N �� ua o SEE PLAN VIIEW FOR ELEVATIONS R W �Qj• p%- ®�'�, �s� O t q�4,� s'? O z z a w ti �� h� y�,• ° o I 6 G1 GRADING DETAIL G1 L„ w :N. 4 00 �' `�' �L`° 99 4® I ® N.T.S — o Z m m 4 •J r ....,..... O'........W. d.. �V 2 o f.. cv.'.-.:...o. .... Q c 001 co W. STAVROS ST. o R° 21+24.31 .\ w -- 41 ®I ® { W W M a �• 66� a b n �• a J I n® VJ I �y�G -'N V Ld \ — co 42 I 3.01 _ ---I 22 0o �yti�` o 28 6 7 8 9 10 Z5 \ BLOCK 5 \ D`' I 43 ® 30 25 3, 3p �'as2s3r `�sd 4...= o— ,�. — �.: .......................... ............................. .. .. —..—...-- . ...--.. .:,: :..:.::.:.:::::.:......... .... -....-. ....................... ....... ........ z w I- Cr) ZPON4 " NOTES: v 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK U M INCLUDES CLEARING AND GRUBBING, WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH,, AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMEti"S AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. U) 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT MIX TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SHALL BE Z REUSED AND COMPACTED TO ORIGINAL CONDITIONS. N N U 3. IN AREAS THAT REQUIRE FILL THAT ARE OUTSIDE OF RIGHT-OF-WAY, CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKAH WITH STRUCTURAL FILL AS DESCRIBED T_ IN THE MTI GEOTECHNICAL ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM NUMBER 1 DATED JULY 19, 2019. COMPACTION cn ® SCALE 1"=40' TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. W DWG.DATE 03/31/2021 ® PROD. NO. 210306 ® � SHEET 2 OF 16 LL! o 0 i- GRD- 1 � LL Z SPA EFTS/21030S—ST.UNG .........___-_- -__ .___.....--_- c Lb rL Cl Lo 97 00 SCALE IN FEET 00 ............ ..J o a? LLA LAJ FINISHED GRADE TOP OF BED 13 2531.1 MIN. AN Lu 4 FINISHED GRADE 17�7 BLOCK 9 10 COMPACTED STABLE cp 22 2532.50 SEE PLAN VIIEW FOR ELEVATIONS AL l3p ur 00 TOP OF BED NN loe —TOP OF BED— 41 CV 51 LLJ 2531.94 cc CD 24 FUTURE PHASE NOTES: ca 2 ................. ............ 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE - 0 CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH 25 %% BLOCK-11 INCLUDES CLEARING THE GROUND SURFACE OF ALL TRES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT FOR W SUITAB(F FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL 0 BLOCK 12 FUTURE USE ON—SITE SHALL BE DISPOSED OF OFF—SITE AT AN APPROVED LOCATION. 2. CONTRACTOR SHALL STRIP AND STOCKP" TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT ft m S. TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. MIX TOPSOIL WITH SUBGRADE SOIL cl TI of ca 3. IN AREAS THAT REQUIRE FILL THAT ARE OUTSIDE OF RIGHT—OF—WAY, CONTRACTOR SHALL STRIP EXIS NG WE TOP cl 3 GROUND AND BACKFILL WITH STRUCTURAL FIH AS DESCRIBED IN THE MT! GEOTECHNICAL ENGINEERING /T)e REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM NUMBER 1 DATED JULY 19, cc 2019. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING cv DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE 27 34+31.94 WS A53 0- vi T` 2 11 FUTURE ' PHASE 29 CIO Lu 36 CD of SHEET 3 OF 16 ............. ........................................ GRD-2 .............................................. r SHEETS/210308-ST.DWO'Ll l5 R? � L N �i` � ':.--�` -�`�`� __ '•' 1! 3 8s ` .:=`ice' --_ i #54358CN. :� • ..- / w. Vill 5 50 25 0 50 100 150 BLOCK - — z ww-- `„4 _ - o 24 1 0. SCALE IN FEET •` %` 54355C ;. --- -8�s - _ - - _ v U s Q .. �� _ - �� CE� --- #54357C ------_ L a..• N L e ok- W. 8"S " — � ��.�y'+/��'`3 / f {p f( Li. rn cn o c p :. .`�`''.. . 'fir �.,. -_'"- t •••.-,�., o f �� "' 1 �/� . I If€ 6 o DE a� Q Of OR 23 ° � _ ; 6 ' BLOCK 9 I Z o o s o C y V l .....— Va . \ I—U can o ® ,n•� k 22 5428621 20 19 �»-' —""1 I� s"PERK _ , '� f/ f BLOCK ? 61PiRR- 1,, ^ V J o o d _Sam y o i #54281 , / \ 1O a t CL 0 0. c -__ o a -® A oo c co 4°PiRR r� � � � ��" ®" ? ¢ 4"PIRR l \ a c c J � o tJ 41- 10 1 4cc ff !e7 '. C C U $as.+ BLOCK N $ � O U 12 13 14 15 16 .? I ° � �a-� Q' 16 , 0 A Z$ o 5428212 V 1, y a f 5 __ _W. MIKONOs Sr. cc _ �,...�. .c., :, �. .�.,� I �- LIGHT MAL 44 0 vv W.'KONOS DR. 8"W 8 w— 13 {---- W MIKONOS DR. PCs • � S fi • LIGHT 3j31.t/l F. !� ` 1 � 14 Z ° LOCK a PIRR l z Be 0 1 4PN1R ! B� �� zao} z !- .� - #54284 4"PiRR• 3 4•PIRR _ L 1 —� —""_ pp pp W _ _ -4"PiR ._!_— L— 4"PiRR 'PIRR z o o i — — 4"PiRR � Ow �O Z Aco P cc ¢ SLIGHT z a ® o AUGHT � I � AUGHT JUGHT _ _. .. t I N _. . OD 4 \� _ _ _-- � ti Jl l $�° BtN -.- - 8"W 8"� � gp p�N 8 8 W W. STAVROS ST. 8"w 8"W �n C] W. STAVRi?S ST. — — — — — _ W. STAYROS �cEP 8 S — 8 8 — // — — 0 8"S Z l• v) do 00 LLJ a • p �t #ucHT 1 N^� t O Z v oll >00 o Q --L- w g W Z cvz \ PIRR Q ' • PIRR = 8•PIRR 8•PIRR IRK O M — Emi x-- X X�_�— — PIRR Z ® Z Tx �. E Q_ � z � w0z _ STREET LIGHT NOTES Z ~ F- 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN .414 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. Z 004 o L L1 0 I- I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT (n F— https.//citizenportal.me6diencity.org/CiUzenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. LANDSCAPING NOTES LEGEND ? W � "' 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFlLL, AND FOR THE POLE AND ASSOCIATED WIRING. 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED ( PROPOSED TYPE II STREET LIGHT F- AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO (n 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. ACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. #XXXXXX MERIDIAN CITY LIGHT POLE NO. 0 0 04 U 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET EXISTING TYPE II STREET LIGHT TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR m 0 SCALE 1"=50' TO REQUESTING FINAL INSPECTION. M LL U��D EXISTING MERIDIAN CITY LIGHT POLE NO. W DWG.DATE 03/31/2021 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. Z >O PROD. NO. 210308 7. CONTRACTOR SHALL. COORDINATE CONSTRUCTION WITH IDAHO POWER CO. 0 w SHEET 4 OF 16 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. m Q 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. o ° ®~ < LGT- 1 o z /SHEETS/210308—LGT.DWG V N N T+ J ® 00 N 5 j U3 N ee,, C +v ® O o'er LPL v 0.-� O_CL Of 6 O E C - Z O N �J E V C O w . "o- CL fr- O N N 2 O•� P� 6J V C{V ® E C -J C t V � U 40 20 0 40 80 120 0 _A c Of •�[q¢y{9p9�• / {� .V Q IQ, N � I\ C\I Al V Q ooa N (D O Q SCALE ' FEET &_ c c m n $ Or N V (o C U N = c co- 3 N 0 _ O _� N O f/) 0 o,W_o =.0- 'rt-. z c r0.. 9 y o 0 c E N.`� y ei 000 � � _ i cc 0 17 • I I I �I a� � 2 - 1 I I BLOCK 8 a1 • N-O N 4 \ f 12 13 14` I y 1 r � Z � _moo 00 Al o s N �.- m4 ...... ... ....... .. �.. ■ .,-• } .. : .....-. .......-;: - - P .. .. ® � C � " .:. �. K-a: _ - - �,. . o - ' ......................l.yt..;• __wr ...................:t.4..T.RL. - -_�___ .._.. �A} ........................ C c. I _ - •= N � N O y C C ....... .. .............. .......� . . •-.: :� -- - DESCRIPTION " g o �w 's :.. I _ r` I --^ - ........................ .... ......cam. ............. ., .. _ . . ._ ......... .... .......... t. a - _ o ..... ....................... 1 a a .a 0 o. C WIDE GRAVEL M EMERGENCY ACCESS ROAD. ................::::::......................... �. VEL TEMPORARY EMER N V •9-O V O f O y O_ 2 G O . N VD . ......... .. .........•T.L.:: •: _. V L C N .....::...........:...... ...::.......::.......:..�:............::............. PHASE I R3 - - SEE GRADING SHEET GRD 1 AND GRD 2 FOR ADDITIONAL INFORMATION. ....... ........ :: :::::::::...........Z- : ::::: :::: INSTALL TYPE iff BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD 1132B AND INSTALL A SIGN STATING �, E} R. THAT "THIS ROAD WILL BE EXTENDED IN THE FUTURE. COORDINATE SIGN GE WITH ACHD STAFF._ SD m 2. a ^� B1 O� ."::.:.- ---..... :.-::::....... ................ <..- -. ... ........- :-::: N }_- :. O a s 18+5 INSTALL TYRE !I BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD i 13 PER `�_ E 2A, .......... " B2 MUTCD PROVISIONS SECTION 60.02 THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE . o -�- na or • .. .. ... .�.�. � � ---- - -�� SIGN TO PROVIDE CANE DETECTION 0 q s c av :::._--a.. ' .......... . ........... ....... 63 REMOVE AND DISPOSE OF OR RE-USE EXISTING BARRICAIE, •1' � E•.•'..:ems:. . 'a'.{....,'. nQ..®a... -+. -. . : 4'' .. r a -- � •- _ .. B4 RELOCATE EXISTING BARRICADE TO NEW LOCATION AS SHOWN 19--00 14 • d° I � e`' � G2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. o scow N- E - �S W CONSTRUCT T 5 I PER ACHD SUPPLEMENT TO ISPWC 70 .C STR C DETACHED SIDEWALK S S SD 9 I � PHASE W�� I ALK C �: I I '� L2 INSTALL CITY OF MERIDIAN TYPE It STREET LIGHT. SEE SHEET LGT-1 FOR STREET LIGHT PLAN. 4 NCN II I 000cs � a ,- y�PHASE I •"CO- aNNs CSC SAWCUT MISTING PAVEMENT 2'MIN.) FOR C EDGE jO c�®2 CONSTRUCT 4 VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC D 7Q8. VG i 1BLOCK 6 f I ll `t A: ANAL chy I I I 19+88.31± 37: moo + e > 2530.18_ i 1 2530.18± MATCH EXISTING N, sop II f MATCH EXISTING N 1 B3 ' SG I gyp, ap ti ;.._.. ...-...... - SG � B3 B3 11+85.71± 38 STREET 1 NOTES: �2 2527.74± h� 3 MATCH EIOSTiNG BUCK 6 48'ROW '"'=• 11+85.71± 20+23.31 1. MINIMUM 2° ASPHALT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS SD-301, > W 2527.74± 13 12 11 DS 33r 2530.32 SD-3O3 AND SD-806. CONSTRUCT ALL PAVEMENT MATCHES INCLUDING DRNEWAY APPROACHES AND UTILITY 10 9 g ( zw �� z MATCH EXISTING 51 CUT STREET REPAIRS WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TODS o o USE THE FOLLOWING: COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH Q$� MIX, PG 64-28 THREE INCHES O m C2 rs� 20+87.81 PC ! • c2 36 (31 THICK, AS A MINIMUM WITH 4" OF -" BASE AND 20" OF 6" MINUS PIT RUN. LOCAL RESIDENTIAL 12+17.50 2530.5$ " 8 G2 _ ROADWAYS AND ALLEYS, SHALL BE SP-3, 0.50 INCH (� ) MIX, PG 58-28 TWO AND A HALF INCHES (2.5 ) o 2527.93 .; FL=2530.31 20+65.31 � z z z HIGH POINT I BLE)CK 8 THICK, AS A MINIMUM WITH 4° OF Ni" BASE AND 14" OF 6" MINUS PIT RUN. USE WHICHEVER PAVEMENT a 12+8025 2530.49 N o _ o DS < SECTION IS GREATER. N U Z O a- 2528.31 13+53.08 5 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES EVEN IF NOT SHOWN. COORDINATE ALL z 2528.75 33+89.92'.. 16+91.42 PC 12� 14+49.92 15+09.92 15+69.92 16+29.92 .31 v WORK WITH! LITILILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER INTERMOUNTAIN z ' GRADE 8RK 2528.92 2529.19 2529.47 2529.75 2530 DS 2530.02 4 O =20'04 � 4O GAS CO., CABLE ONE AND CENTURY LINK HONE. � z CO.,r O zzaw``a 12+80.25 0 O ... _ 2528.31 �: •...' 7 - . 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING � u o z �.,.,.. 21+08.31 2530.67 f06� z f DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 00o COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY o L2C>CD W. STAVRQS $j. HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL - - ----+-�-- - - ---- + - - 21+24.3, CALL DIG LINE AT i-800-342-1585 PRIOR TO ANY EXCAVATION. CL 2528.36 + �n -rzi COD 41 I 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H (REVISED FOR VERTICAL CURB) WITH TRUNCATED DOMES SIMILAR TO ISPWC SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO ` 514-^ ::..... f 13+30.17 W-. - ' . < .. ..;.' : RED C YEElO . 2528.61 a .: ... .. � 21+58 31 THE CONCRETE (CONCRETE STAMP & ADHESNE MATS NQT ALLOW®) AND SHALL BE COLD � � � 13+53.08 \ 13+83.92 14+58.92 s 2530.87 PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. © 1= DS 16+08.92 i6+83.92 16+91.42 PC W $ 2528.75 2528.89 2529.24 2529 58 2529.93 2530.27 2530.31 I 5. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE GRADE BRK _ &- 5 FL=2530.04 I WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER W U) < O 2530.56 THAN i.5� SLOPE. AS A REMINDER, SIDEWALK CRASS SLOPE SHALL NOT EXCEED 2.0 THERE ARE NO goo FL=253o.29 G2 I 4� "TOLERANCES" ALLOWED. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS. ` GRADE BRK ® < Q 00 21+60.81 PC 22�o0 22+oB.31 6. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL ® ® ®0 "• �a. 2530.88 DS 2531.07 BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. 6 7 8 9 10 - 530.61 E REQUIREMENTS FOR ENGINEERED FILL PER ISPWC °� 252a T FL 2 PROVIDE SOILS DATA TO VERIFY NATIVE MA MEETS TH �� . BLOCK 5 11 SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. " BusFi". °' 7. SEE SHEETS SD-1 AND DT-2 FOR STORM DRAIN DATA AND ELEVATIONS. i 43 8. All. TREE REMOVAL SHALL BE COORDINATED WITH DEVELOPER AND ADJACENT PROPERTY OWNER, IF APPLICABLE. • < - 2J ..: ' •wr �.:: ..u�.................. °^3 B2 Bi .........:.......... B2 :....... .................................... X. ............ .-K........ ................- ...... . r................................ - - - _._.. ::-. - . . . ............ X )( : _..�- �.. ...........�_.......... -.....-.... - 22+68.31.._... .....-........................... ..:ar`•. X ......... .............. . ...........................................................- .......................,. .. .... _ 2531.31 X 68 3i 2531 31 X END CONSTR. END CONSTR. ACHD NOTES: x----_______ xEmo 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. z116 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON TOP OF STORM DRAIN FACILITY AND SHALL NOT BLOCK MAINTENANCE ACCESS TO THE STORM DRAIN FACILITY. LOCATION OF MAILBOX E 4 CLUSTERS SHALL BE COORDINATED WITH ACHD. Cc z € ® � �-- ca i.- � STRUCTURAL FILL NOTES: z � Poo ® C 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP Lil EXISTING GROUND AND BACKFIH WITH STRUCTURAL FILL AS DESCRIBED IN THE MT! 0 GEOTECHNICAL ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM NUMBER 1 DATED JULY 19, 2019. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TES71NG LABORATORY QUALIFIED TO PERFORM SUCH F- INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING (1) DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS Z AS TESTS ARE PERFORMED. N U 2. CONTRACTOR SHALL. EXCAVATE EXISTING DITCHES AS NEEDED TO REMOVE ALL UNCOMPACTED AND UNSUITABLE MATERIALS SO STRUCTURAL FILL CAN BE PLACED. CONTRACTOR SHALL HAVE AN INDEPENDENT SOILS TESTING TAB VERIFY THAT ALL co ® SCALE 1"=40' UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE MATERIAL AT THE BOTTOM OF THE EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. CONTRACTOR c:) 0 DWG.DATE 03/31/2021 SHALL FILL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE 0 GEOTECHNICAL w ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM Q PROJ. NO. 210308 NUMBER 1 DATEDJULY 19, 2019. ® SHEET 5 OF 16 co Q LL! ® ® <C ST- 1 LL Z SHEETS/210308-ST.DWO TBM#90 - - -2a \ .:.. _��_ -- _ - - FN0 5/6°REBAR _ -: _ I I -..... ® o a > / \ ,,%; _ ELEV=2533.273 _ _ -----_. /�'. LL �s CL x: ........... .. t� FUTURE -: '. . �- - �. ----,r- � . L-� - (1�� SCALE IN FEET FN � d� 't . .-... d L PHASE 2 \\ `` o -- 1 + + 20+86.36 to `1_ ^p• to >.of c « c A c to 9 a g,a / P}J T V� I I �•� "_ -Tf-4 ..<'tr -_•_a._ .. � `l/� r' @ ! .......................................................... FHAS ` •0y` oi+ to t m 2 0 o LL 4' oa E to � C �cpotn.cu t _ 5 - - -® C I p O to ` ff, - - ----- ' -' STREET KEYNOTE ITEM LIST > - 29+74.25± 29+74.25± _ i $ `� I I ITEM DESCRIPTION ® s 2529.91± i t 2529.91± < RETAIN AND PROTECT EXISTING SEEPAGE BED a` o MATCH EXISTING ( MATCH BUSTING �0 I " .I -___-- f SC � I B3 63 , • I t I -� R3 t ® a o l N I a ' E o Q s ca B3 �....• ` S 6•� 14 ..•� 2X2 WIDE GRAVEL TEMPORARY EMERGENCY ACCESS ROAD BLOCK 9 '` SEE GRADING SHEET GRD-1 AND GRD-2 FOR ADDITIONAL INFORMATION. o C ma - - - - - �_ _ C} . . .......: .j•.......................... •••• 21+ 1.21 T ISPWC SD-11328 AND INSTALL A SIGN STATING f INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT O 2s 529.98 29 ;_ I Bi THAT "THIS ROAD WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACHD STAFF. 2529.98 29+9i.16 � �. � Z. t.ts 2529.E INSTALL TYPE It BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1132A, PER o �"N I �•'. I 8 � � MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE - ` " >- I I s SIGN TO PROVIDE CANE DETECTION. nlic o- E p c 21 _ 64 ' � s � o to �� 30+02.19 _ II - ' B3 REMOVE AND DISPOSE OF OR RE-USE EXISTING BARRICADE BLOCK f 2530.03 B4 RELOCATE EXISTING BARRICADE TO NEW LOCATION AS SHOWN. v -51 g v 3 \....':. \ C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. Q> o DS DS 13 : : :::� DS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. PQ p E BLOCK 8 : :: - - -- - - - - - LIGHT PLAN :::: _ - L2 INSTALL CITY OF MERIDIAN TYPE II STREET �€GHT. SEE SHEET LGT-1 FOR STREET NON ® C2 ..-. \r & Q s I I::: ::::::::::'::'::'::. .......... 201 30+54.57 C2 30+77.52 1® !':::::' :. :+ SC SAWCUT EXISTING PAVEMENT (2 MIN.) FQR GLEAN EDGEa :® ® 2530.35 r.:::.'.:::.... .,. . a p O .- 2530.26 9 ' ,G CONSTRUCT 4 VALLEY G PER ACHD SUPPLEMENT TO ISPWC SD-708. a :: 8 7 22 A 31+14.41 r.:.-:::.. ::::.: .✓ 2530.51 :'::::;:}:. . ...-"�. lAAL 31 00 31+14.41 31+51.39 \ 2530.51 2530.67 I 25 \ •�- 31+29 31+14.41 12 ... . I \ - - - 2530.58 31+54.42 2530.69 it 10+36.50 PC /r: C+�C?..:: ✓7� f ' �" �'�LT 31+57.44PC 2530.70 2530.91 NO �y ®� G 31+51.39 FL=2530.43 FL=2530.64 13+74.40 STREET 1�DVT�sS: �� • "S��®� .11+00 13+22.20 2530.67 31+ 1.39 11+66.60 12+34.40 13532.20 2532.27 2532.04 /'; ;;:� - � 10+50 �-- 2531.37 2531.64 253220 GRADE BRK � 23 2531.17 2531.92 HIGH POINT 14+07.12 �';::" ' 253187 r 1. MINIMUM 2 ASPHALT CUT LINE. ALL ASPHALT REPAIR MEET ISPWC STANDARD DRAWINGS, SD-301, ,.... : ..." GRADE BR - - K 11 DS � � = ; : q . ,:j: ::; 303 AND SD 806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO o a •. .- VD os : : r USE THE FOLLOWING: COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH 01 MIX, PG 64-28 THREE INCHES ¢®v t e - -► . =' ' 1 I (31 THICK, AS A MINIMUM 4e OF Y4" BASE AND 20" OF 6° MINUS PIT RUN. LOCAL RESIDENTIAL g "°"4 � � w� Z 031+9 . 4 I;� C2 0 3 :: 'r' zo _ JW o - - _ - o W. MIKONX3S ST. ® o r.:. >:::, ROADWAYS AND ALLEYS, SHALL BE SP-3, 0.50 INCH 1727 MIX, PG 58-28 TWO AND A HALF INCHES (2.51 _ N - -� _�,"�' +-+ - o ' AS A MINIMUM WITH 4° OF ° BASE AND 14n OF Sa MINUS PIT RUN. USE WHICHEVER PAVEMENT w " 31+92.94 �� C2 o I THICK, J q 2530.85 FL=2530.65 O X '•: 14+31.14 SECTION IS GREATER, z o - 2531.74 PHASE o Z W z 24 32+30.44 L2 FUTURE 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL �, W m c> LIMITED TO IDAHO POWER CO., INTERMOUNTAIN 2531.01 .. WORK UTIUL kTY COMPANIES INCLUDING BUT NOT Clo z a Z W `- GASE ONE AND CENTURY LINK TELEPHONE w GRADE BRK 10+50 •• • 14+59.81 CO.,C , CAB - 10+36.50PC 2531.17 11+1220 x -._-- __.._.__..-._-- - 11+8220 DS 12+5220 "� 15 532.27 13+74.04 2531.59 .................. 3 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING' •' 2531.07 GRADE BRK 2531.42 2531.11 J2531.99 2532.27 2532.04 I � ...... 2532 ""' FL=2530.80 ... .. _. .. . . UN SHfl � o 3 2531.12 - HIGH POINT GRADE BRK 14+68.65 I. DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE I _ 32+30.44 PC 14+68.65 COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY 48'ROW 2531.55 2531.01 2531.55 HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL 4 FL=2530.74 LOW POINT LOUR!POINT CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 33' GRADE BRK ., ................. ..... .. ... co 8, �, 2 ....... ............. 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H (REVISED FOR VERTICAL w co 25 CURB) WITH TRUNCATED DOMES SIMILAR TO ISPWC SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO � � �t �'• 5 1 2531.73 I . BLOCK 11 I THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' � � � � 00 DS 33 00 4 3 2 1 DS 25�2 PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 00 Li 33+18.94 c2 ! BLOCK 12 5 TAP. 5. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE 0 '? 2531.37 C2 WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER V) EXCEED 2.0 , THERE ARE NO -DS - C2 2531276 "� OLERANCES ALLOWED ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS i e SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EX �• � :' 3 33+42.94 15+57.65 ! Q 2®®io 2531.47 2531.91 (6D sss 'L5�1 DS I 6. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BAGKFIIU.ED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. 26 - Qca 33+42.94 t 3 I PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC z . 2531.66 15+57.65 SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2532.10 W c 33+81.94 15+92.65 7. SEE SHEETS SD-1 AND DT-2 FOR STORM DRAIN DATA AND ELEVATIONS. 0 2531.62 •: Z `. - I 2532.05 i `- i 16+10.15 8. ALL TREE REMOVAL SHALL BE COORDINATED DEVELOPER AND ADJACENT PROPERTY OWNER, IF APPLICABLE. �4` 2532.12 t 00 -- ----- 4 '+00 t O 16+67.65 2532.35 I 6 16+70.15 PC 27 I 16+70.15 PC 2532.36 34+31.94 d 34+31.94 2532.36 2531.83 2531.83 � 38+64.09 PC -2532.09 I FL=2532.0 61 4 GRADE BRK 34+31.94 GRADE BRK 2 2532.62 ©CH NOTES: FL=2532.34 +`� t ° G ET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN FACILITIES FL=2532.35 BADE BRK c; HIGH POINT 1. ALL TREES MUST BE OFFS is 35+26.19 37+18.39 37+88.39 39+37.09 PC 40+49.59 m 36+48.39 2533.15 2532.92 2533.37 ®� 34+37.33 v 2532.32 35+78.39 2532.87 38+56.19 I � � _ '✓J GRADE BRK 2532.54 DS 2532.85 HIGH POINT Q 2532.5s �'o. FL='532.65 DS B2 END CDNSTR. 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON TOP OF STORM DRAIN FACILITY AND SHALL z 2531.86 • oo LOW POINT '-a .a` 2 2i M DRAIN FACILITY. LOCATION OF MAILBOX .: .•-,,::;.;: . :.'.:. . :.. , .. °.:. : m77777- �533_:....... CLUSTERS SMALL,MAINTENANCE TO ACHD.R IIr-� €� LLJ 12CL S 2532.04 h C, C2 W. STAVROS ST. o - o + L2 LU 28ujVL �---- - _+ ' `•' - -of - _ C2 g W. STAVROS ST. H r j Ij L2 - - - _ _-.. ___ ____ _ _ _ 4 _ _ �► cr ' �- C2 '�' 17+06.65 C2 0 g1 Z Z BLOCK 8STRUCTURAL FILL NOTES: 0 0=4 ..: .;A. V� 35+as.85 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP .■ +09.85 .. :, -- - - -- - EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL AS DESCRIBED IN THE MTI 35+26.19 a 2532.32 35+59.56 DS �36+34.56 37+09.56 37+18.39 ;� 37+84.56 38+56.19 �38+59.56 39+34.56 DS- <y40+09.56 B2 40+49.59 GEOTECHNICAL ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 2532.46 2532.79 2533.11 V2533.15 2532.88 2532.59 2532.60 2532.91 2533.37 AND ADDENDUM NUMBER 1 DATED JULY 19, 2019. COMPACTION TESTING AND INSPECTION GRADE BRK HIGH POINT LOW POINT 2533.21 END CONSTR. SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH F- INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING CD DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS e-- Z �� I AS TESTS ARE PERFORMED. ® O 2. CONTRACTOR SHALL EXCAVATE EXISTING DITCHES AS NEEDED TO REMOVE ALL N 29 UNCOMPAGTED AND UNSUITABLE MATERIALS SO STRUCTURAL FILL CAN BE PLACED. 0 p �} g-�� { CONTRACTOR SHALL HAVE AN INDEPENDENT SOILS TESTING LAB VERIFY THAT ALL co ® SCALE 1"=40' 30 31 32 33 FUTUII E PHASE UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE MATERIAL AT THE BOTTOM OF p 34 35 36 THE EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. CONTRACTOR E DWG.DATE 03/31/2021 GE SHALL FELL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE MTI OTECHNICAL BLOCKS I ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM -, > PROJ. NO. 210306 NUMBER 1 DATED JULY 19, 2019. ® 0 SKEET 6 OF 16 ...... 53 .. :::. ..- LI.�.---- - ........... ST-2 .....-.. llllm� 'MIND ................. X ......... § .......... - . .. - - .ww� '05 130 ..:............ .a . .... 0 0 0 1 LL Z SHEETS/2i030B-ST.DVG sue.+ C EU S? c s C a Q c-O E 2 0.2 v w a v a a 'O a ®s > m 9 a li c o �o p �" Q �( 40 20 0 40 80 120 U 9+60 10 00 10 40 10 80 11 20 11 60 12 00 12 40 12 80 13 20 13 60 14 0 14 40 14 80 15 20 15 60 16 00 16 40 16 80 17 20 17 60 E v ®w 254 2540 SC IN FEET � � °� y 'o2 Lo HORIZONTAL SCALE C3 (, �® o Q ®° 0 a Q- V) ( C ® Lo LoNCO00 V }, ao yg p N P C) Ci o N (D C , Q o c > z N ® c�i vi y V o Q �C) ® � R+ Lo � � r mm � N 4 2 0 4 12 � N � c 253 ® �-� �- -M N �' �. 'co, II < U) N + o � J �, N- + �11 3 � „ � W 2536 � � y =Q a + "' N�, �- w CID cn w SCALE IN ffET C = _ . _® g - m N O N ¢ J FINISHED GRADE w � O c3 -0 -a�® � _, II an �°°c� t~ij o o y C © ¢ II q ¢ VERTICAL SCALE � ® � E -_ ;- AT CENTERLINE Ln w N `'' -0.45% -0.5 0.40% — —— — ?'®0°'® 0 253 0.40% 2% T A �� Vo� az� — -- -- -� - - - 2532 ® � o . � ORIGINAL GROUND C) o y AT CENTERLINE 12"SD LL L g -2 16-SD 16"'SDJ NIH#14 I',' " ® ® c 252 MH#15 2528 ® � s v a MH#17 NIH#16 > m= ® � ' � 6_ I a oL = = p i i{ IZ Z a" 0 E o�aco so2524 2524 O.0 i®o A qO=Q OC W. MIKONOS ST. N. KITHNOS AVE. ; _ -o Qo o _ 2,�2 f V CD C Q 252® ® c = -EV - z +� O C OJ ps� 'J LV LU 1 111 W W LU ® y ¢� c�.. y c as LL I L LL LL I1 !� LA_ LL LL LL. LL LL La. LA_ LL LL L.L _ _ _:r g O C O O C3 M cl? I M O cis N � d' O® 00 r- Io M 0D cp N 0® C� O nl 7 C h �� I M d- W LL LL LL os d 6 ? Lc7 co - 0� O •— M �- dT t� co OQ Cs r y N .V "jc'i N j r e- r a- r oV N N c-� I I I a a� c E Ln Lo (` Lo Ln L0 c'I T) c� ul) Lc) to L0 Lt} L0 Lc) L0 Ln L0 L() �s� `o -s c� o c M Lf3 M M 1 r) M M M M M M M M M M M M y N N h N N N N N N N N N N N N N N N N N N N N N N N N N N N N y > � N c o ci o C T C Ps- CD�L O U 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 B o o =s '� U y E 4U N Y7 �• N p 29 20 29 60 30 00 30 40 30 80 31 20 31 60 32 00 32 40 32 80 33 20 33 60 34 00 34 40 34 80 35 20 35 60 36 00 36 40 36 80 37 20 37 60 38 00 38 40 38 80 39 20 39 60 40 00 40 40 40 80 41 20 254 2540 r:y : Lq C-4 Lo 0) W � rn N 2{ Lo j ( Lc°n � 4 o® a`ul I io � �� ✓ 3� �►"® I v Q a a, I a� '� M m I i N 1� + u a ! z d" �' ?'�y'�pI'' F _ eicsaM � O i PMaY N � ( 00N L7 ¢ II l� 9 d O as I� O cry Lo.% + N-� _�_¢ -1 M -3—�`i d- L<<,J ti O 253 2536 NX STD e- Lo M co ® �' ® M O a O po ,.s® j + N II W ¢ o N w 4 of r cs �� Lis ul ®± L� CN Ia I � J ¢ w FINISHED GRADE w w P Z•J to + Lo + N N ,� N, _¢ If ¢ J < L'' ✓ AT CENTERLINE I I o g "� -0.41% 0.40% J 0.43% I 0.44% — ooZo N j ¢ � I; � wc' Q II If ¢ ICI 3 ( ay — —® — - - -®- - - -- - a vs I 0.52% — — —— — p c_ M 253 `� - -- — _ - - - -- - - - — -- - ® - - -- - — - - ®-- 0.43% I — — — — 2532 �mm� 0.43% ! ' ! g cm I � zo � �W I ORIGINAL GROUND I I I N Z ! AT CENTERLINE i NIH#13 12"SD Q Z s o ——�0.43% i a N l3�IH#14 rszw� J QC U Z 252 1'2"SO 2528 z N o AI VHIfVA C-900 I ® W w I A@ z 2524 2524 N. DURMAST WAY N. DURMAST WAY W. STAVRbS ST. I W. STAVROS ST. I I � + cl �co co� 252 2520 2 O O O O O C� C9 O C9 C9 C9 C9 C9 C? O G9 c� O c� c C9 C9 c_ C°3 C� O C9 C� C7 C9 2 Lu w to, U- LL. Lsd Li LL LL LL La. LL Li 4 LL. LL LL LL Li L: 2 Li L L U tL U 2. LL. � LL LL EL. U ta. LL LL LL 12 0 2 �u W W �u -u W Lu W W W W W W W W W � W W W W lu � k- ! I I I ! I I I I I I I € I ! I I I f l ! I I I I I I I I I I I I I I I 1 1 I I I I I I I I ! I I I ! I ! I I I I I I I L� < co 1 11 M ti O ;� N O co M O Lfs N 00 to co co •d` N co N LD O d- I` M C� I� °j `� N "� �- co P` n r N to ^ 0 N '7 h a I O _ O O O O p O M LA 0® O N O O I` I� Of O N eF L n Q n! O N �s O ® O CD ° �i O to ® `' r� r �� `- '- r� " rR N r� N N N raj 04 raj "i M ses C,4 °� N N N pry i�T t�? ro ,ems ft O N N N N N N N N N N N N N Lo Lc) Lo Lo N N nI N N N N Lo N N N NLc) N N N N N N N N N N N N N to N N Lo N N N Lo LoN N Lo N N N N N N N N Ln Lo Lc) N it)N 1 N ® M CID 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41 +20 L^ fte Li — zM 11 60 12 00 12 40 12 80 13 20 13 60 14 00 14 40 14 80 15 20 15 60 16 00 16 40 16 80 17 20 17 60 19 60 20 00 20 40 20 80 21 20 21 60 22 00 22 40 22 80 23 20 254 2540 254 2540 i I I 1 253 a 2536 253 z -H n 2536 PONM � fin " C7NLI NNE � �- av'3 �-F' N - N O M I I � N N II g + ¢ CD {-I }I Lo � LLJ �3 ® cc r ¢ J O N I ¢ W z jZ N N 00 M N I -1 c~as w F II 3 w FINISHED GRADE y Fm Lei r co � Lo � LLs ( ``' N w AT CENTERLINE 253 + �, N II 2532 253 1 2532 z= ¢ w FINISHED GRADE ' I 0.40% GRADE TO cr N AT CENTERLINE _ ® — — —— — 0.40% I�1 N w I 0.46% — - - - - -- - - - - -�----- ---- MATCH EXISTING � � I — — - - - z 1 2.00% I M4 I� 0.60% 0.60% — — _ ®— — I ` ORIGINAL GROUND 110 � 252 — — _ — — 2528 252 AT CENTERLINE 2528 z ORIGINAL GROUND AT CENTERLINE ~ 0 u cn 2524 2524 252 2524 � I N. PARNASSUS WAY W. STAVROS ST. I N. MALLO CA AVE. N 0 M ® SCALE 1 A=40' 1"=4' 252 2520 252 2520 � LL P HCRIZ VERT•4 u 2 C3 t� c? C� C9 C9 O C9 O C9 C� C9 c� C9 f9 O W W W W �- , w W '�- La- , L'- W '�- W L� '� La. LL '� w LL w :'�- DWG.DATE 03/31/2021 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L� O Lt) Qa M co pp �i- O M r h O p� p� P� LA tl• Lo C� 0 to I� M 03 Ln N 00 C C9 C C co c' M co co O N eF co f� Q1 .- M co 2 LL CO L .d O n I\ 0) .- N ti LL IL J > oo oo oo Q; o; o; a; o; a, o; a, �; �; o Oo o o a I o 0 0 o d o o o I I ! I FRO,I. NO. 21030d V N N N N N N N N N N N N L N N N N N N N M ` OM M M M OM "� M I® M ' o f `� Lis Z 0 N N N nt N N N N N N � N n N N N N N N N N nI N N cV N N N N N N ccq N N N N N N N ® 6L CL SHEET 7 OF 16 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 ®Q 0 0 h- ST-3 IL 2 Q SHEETS/210308-ST-PRO.MUG C 0 .2 > . z 2' -.g cl 2 LL 7a Of STORM DRAIN DATA STORM DRAIN D a) .L.; E (SEEPAGE BED #11A, #11B) (SEEPAGE BED #11A, #11B) 13 > 4-0 co > - 1; 2 . 6 2 0 0 -v 0 E D1 #Q MH #18 0- 40 20 0 40 80 120 CL STA. 38+56.19, OFFSET 15.25' LT STk 14+23.46, 27.96 LT L _r_ T DROP INLET, TYPE IV, ACHD SUPPLEMENT 48"0 STORM DRAIN MANHOLE, ACHD < 20'_9 80, Q - '-, :':< -604A, WITH 1' SUMP SUPPLEMENTAL TO ISPWC SD-611 MODIFIED WITH (D . A TO ISPWC SD oc:� - L 5D c- - ...... 4.50 LF 12'PVC SCALE IN FEET GRATE= 2532.32 A FLAT LID W/2' SUMP v_T_ DI#P I s 22 @ 2.22% < w 10 't,i� _�__ :.. �' 12" INV. OUT= 2529.70 RIM= 2531.95± (MATCH SIDEWALK) c: c CD 3: E m STA=31+54.42 MH#12 31 oo 14.33 LF OF 12" AWWA C-900 PVC @ 16" INV. IN= 2527.55 (FROM MH #17) GRATE=2530.41 E:Z SEEPAGE BED#10 STA=31+54.42 TOG=2530.68 S=-0.70% TO MH #13 16" INV. OUT= 2528.00 (TO MH #19-OVERFLOW) (U -0 44W x 97'L x 4.40 RIM=2530.77 :3 t g TOP OF ROCK EL.=2529.6 31+14-41 29.33 LF 12"AWWA 191.19 LF 16" AWWA C-905 PVC 0 S=-0.427. 25.17 LF 12"PVC 12 Q(2)= 0.09 cfs V(2)= 140 cf 0 �5 BOT.OF ROCK EL.=2525.2 C-900 PVC @ 0.68% M Of 0 O-La @ 0.00% I TO MH #19 MW#3A D1#0 Q(25)= 0.23 cfs V(25)= 373 cf 12" INV. OUT= 2527.45 (TO SG #14) N=721074.7 STA=31+54.42 E=2435201.3 GRATE=2530.41 ............... . .............. Q(100)= 0.33 cfs V(100)= 518 cf 2.99 LF 12" PVC 0 S=-1.67% TO SG #14 Z 91.00 LF 12"PVC TBC=2530.68 12"INV=27.60 9 0.00%(Perforated) 1+ 1 MW#3B 0 0 N=721064.3 SG 14 U- P: CL STA. 38+56.19 OFFSET 15.25' RT STA. 14+15.57, 26.26' LT (OUT MH) 18'INV=2625 23 E=2435364.7 .52 ......... DROP INLET, TYPE IV, ACHD SUPPLEMENT 1000 GAL SAND & GREASE TRAP w j TO ISPWC SD-604A, WITH 1' SUMP RIM (OUT MH)= 2531.97± (MATCH SIDEWALK) -7- > ETAI GRATE= 2532.32 12" INV. IN= 2527.40 (FROM MH #18) 0 10.5' 97' R N AND PROTECT EXISTING SEEPAGE BED - 2. s 18.75 LF 12"PVC 12" INV. OUT= 2529.70 TOP OF BAFFLE OUT= 2527.30 t:1 ti -- - - 31+9 4 W. MIKONOS ST. ------- �,�;:R 18. CD .................. z @ 0.53% .4c 1 18" INV. OUT= 2526.55 (TO SB #11 A) 11.33 LF OF 12" AWWA C-900 PVC @ 91.00 LF 180 Pvc 8LF18-FIVC_/ -r-, * j 20.5 E 0 & 0 " -- '.A- "I 0 ....... S=-0.88% TO MH #13 00% P 0.00% 14.47 LF 18" PVC @ S=-0.00% TO SB #1 1A < (Top Half Perforated) 21 1.21 18- INV. 0 SB #1 1A= 2526.55 SG#13_INj.�_' Q(2)= 0.48 cfs V(2)= 702 cf 24 STA=31+77.17 MH#19 g-Z Q(25)= 1.28 cfs V(25)= 1863 ef RIM=2530-87 STA 22+78.42 SEEPAGE BED#11 B RIM=2530.66 (OVERFLOW STORAGE) Q(100)= 1.94 cfs V(100)= 2592 cf SB #11 A (WATER QUALITY STORAGE) 107'L x 32.5W x x 4.1'D > SEEPAGE BED PER ACHD STD. DWG., BMP 21 al 40.44 LF 15"PV(; TOP OF ROCK EL.=2529.6 MW#3E 1181, 11.5'W, 4.1'D z BOT.OF ROCK EL.=2 7 P 0.00% 525.5 N=721176.3 MH #13 TOP OF BED (ROCK)= 2529.60 -C� 'g E 8 �i �R E=2436040.2 - :8 - 'w a-�= =::-- STA. 38+56.19, 1.5' RT BOTTOM OF BED (ROCK)= 2525.50 s; 21 101.00 LF 15"PVC 48-0 STORM DRAIN MANHOLE, ACHD 112 LF 18- PVC (TOP-HALF PERFORATED) �151 9 0.00%(Perforated) SUPPLEMENTAL TO ISPWC SD-611 MODIFIED 0 S=0.00% (FROM SG #14) 8� --- ------ SUMP 129' NV j WITH A FLAT LID W/2 25 1 6 27.10 _�5:t-' .... RIM= 2532.64± (MATCH PAVEMENT) GROUNDWATER= 2525.2± . 16 ......... ........... 2531 ............ A- 5 4 33 00 SEEPAGE BED#11 A 120 INV. IN= 2529.60 E 9 (WATER QUAL]TY STORAGE lor 12" INV. IN= 2529.60 (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) 8 ) 7 T, E -f-.E 11 8'L x 11.5W x 4.1 ID TOP OF ROCK EL.=2529.6 18"[W=26.55 12" INV. OUT= 2529.50 BOT.OF ROCK EL=2525.5 .............. 37.90 LF 12" AWWA C-900 PVC @ S=-0.40% TO MH #14 ............................ . .............. 2531 STA. 22+78.42, 24.86' LT (FUTURE FAWNRIDGE) MH #19 14AL 112.00 LF 181,PVC 00.00%. 70- MW#3D 48-0 STORM DRAIN MANHOLE, ACHD (Top Half Perforated) N=721123.2 SUPPLEMENTAL TO ISPWC SD-611 MODIFIED I E=2435M.3 MH #14 WITH .cb FLAT LID W/2' SUMP 63 STA. 38+98.09, 1.5' RT .STORM DRAIN DATA STORM DRAIN D 48"0 STORM DRAIN MANHOIE, ACHD RIM= 2530.66± (FUTURE SIDEWALK) (SEEPAGE BED #10) (SEEPAGE BED #10) 14.47 LF 18'PVC SUPPLEMENTAL TO ISPWC SD-611 MODIFIED 16" INV. IN= 2527.20 (FROM MH #18) OF C&0.00% 191.19 LF 16-AWWA WITH A FLAT LID W/2' SUMP 15" INV. OUT= 2527.10 (TO SB #11B) Sr.#14-6UT �O 40.44 LF 15" PVC 0 S=-0.00% TO SB #118 DI #0 STA=14+15.57 C-905 PVC 9 0.42% RIM= 2532.81± (MATCH PAVEMENT) CL STA. 31+54.42, OFFSET 15.25' LT SG #13 RIM=2531.97 12" INV. IN= 2529.35 15" INV. @ SB #11B = 2527.10 DROP INLET, TYPE IV, ACHD SUPPLEMENT STA. 31+77.17, 22.33' RT (IN MH) 12" INV. OUT= 2529.25 TO ISPWC SD-604A, WITH 1' SUMP 1000 GAL SAND & GREASE TRAP 235.50 LF 12" AWWA C-900 PVC 0 S=-0.40% MH#18 SE GRATE= 2530.41 RIM (IN MH)= 2530.87± (MATCH SIDEWALK) SB #11B (OVERFLOW STORAGE) STA=14+23.46 TO MH #15 SEEPAGE BED PER ACHD STD. DWG., BMP 21 12" INV. OUT= 2527.70 12" INV. IN= 2527.10 (FROM MH #12) C, 40 -w'-f <D W. MIKONOS ST. 11� RIM=2531.95 -900 PVC @ a 1071, 32.5'W, 4.1'D 29.33 LF OF 12" AWWA C TOP OF BAFFLE OUT= 2527.00 28.88 LF 16"AVVWA S=-0.68% TO D1 #P 18" INV. OUT= 2526.25 (TO SB #10) + C-905 PVC P 0.52% DI #S TOP OF BED (ROCK)= 2529.60 �2 BOTTOM OF BED (ROCK)= 2525.50 20.58 LF 18" PVC 0 S=-0.00% TO SB #10 17.65 LF 16"AWWA CL STA. 14+68.65, OFFSET 15.25' RT ti Q(2)= 0.48 cfs V(2)= 889 cf 18" INV. @ SB #10= 2526.25 C-905 PVC 9 0.57% DROP INLET, TYPE IV, ACHD SUPPLEMENT 101 LF 15- PVC: (PERFORATED) w 31 cf) 12* MH#16 -604A, WITH 1' SUMP 0 S=0.00% (FROM MH #19) Q(25)= 1.28 cfs V(25)= 2360 cf TO ISPWC SD CD Q(100)= 2.07 cfs V(100)= 3283 cf 2.99 LF 120 FPWVC STA=14+53.23 GRATE= 2531.28 RIM=2531.70 ca 1.67% SB #10 1w 12" INV. OUT= 2528.50 GROUNDWATER= 2525.4± LLJ C5 SEEPAGE BED PER ACHD STD. DWG., BMP 21 MH#17 = 0 - 10.33 LF OF 12" AWWA C-900 PVC @ 8 Z- DI #P 971, 44W, 4.4'D STA=14+30.89 11.11 LF 161 AWWA (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) .01 RIM=2531.75 S=-1.947. TO MH #15 CL STA. 31+54.42, OFFSET 15.25' RT TOP OF BED (ROCK)= 2529.60 C-905 PVC C@ 0.90% MW#3C 0 DROP INLET, TYPE IV, ACHD SUPPLEMENT BOTTOM OF BED (ROCK)= 2525.20 N=720972.0 Q(2)= 0.14 cfs V(2)= 187 cf 0 TO ISPWC SD-604A, WITH 1' SUMP 91 LF 18- PVC (TOP-HALF PERFORATED) E=2435741.8 DI#T 2 - STA=14+68.65 Q(25)= 0.37 cfs V(25)= 497 cf w Go GRATE= 2530.41 @ S=0.00% (FROM SG #13) DI#S GRATE=2531.2 Q(100)= 0.52 cfs V(100)= 691 cf tz N "I 12" INV. IN= 2527.50 91 LF 12" PVC (PERFORATED) 8 BLOCK 11 STA=14+68.65 TBC=2531.55 CD 15.33 LF 12"AWWA 12" INV. OUT= 2527.40 0 S=0.00% (FROM MH #12) 2 GRATE=2531.28 TBG=2531.55 4.50 LF OF 12" PVC 0 S=-2.22% TO MH #12 C-900 PVC @ 1.30% DI #T 00 C14 GROUNDWATER= 2524.1 10.33 LF 12o AWWA ---------- CL STA. 14+68.65 OFFSET 15.25' LT LLJ x 0 Q(2)= 0.34 cfs V(2)= 655 cf C-900 PVG @ 1.94% T: DROP INLET, TYPE IV, ACHD SUPPLEMENT V) < Q(25)= 0.90 cfs V(25)= 1739 cf (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) MH#15 TO ISPWC SD-604A, WrTH V SUMP 0 0 STA=14+68.65 GRATE= 2531.28 E .C) Q(100)= 1.27 cfs V(100)= 2419 cf RIM=2531.58 12N INV. OUT= 2528.50 i� z '10 0 0 3 WWI-, ...... ................ 15.33 LF OF 12" AWWA C-900 PVC 0 co MH #12 t S=-1.30% TO MH #15 STA. 31+54.42, 22.33' RT 48"0 STORM DRAIN MANHOLE, ACHD Q(2)= 0.37 cfs V(2)= 515 cf C14 SUPPLEMENTAL TO ISPWC SD-611 MODIFIED 235.50 LF 12,AWWA Q(25)= 0.98 cfs V(25)= 1366 cf WITH A FLAT LID W/2' SUMP C-900 PVC 0 0-40% Q(100)= 1.42 efs V(100)= 1901 cf 1 00 RIM= 2530.77± (MATCH SIDEWALK) 10 12" INV. IN= 2527.30 (FROM DI #P) 12" INV. OUT= 2527.60 (OVERFLOW TO SB #10) MH #15 25.17 LF 12' PVC @ S=-0.00% TO SB #10 STA. 14+68.65, 2.5' RT 12" INV. 0 SB #10 = 2527.60 4 48"0 STORM DRAIN MANHOLE, ACHID 12- INV. OUT= 2527.20 (TO SG #13) 4. SUPPLEMENTAL TO ISPWC SD-611 MODIFIED 18.75 LF 12n PVC 0 S=-0.53% TO SG #13 DI#Q ........ WITH A FLAT LID W/2' SUMP STA=38+56.19 ... RIM= 2531.58± (MATCH PAVEMENT) 14.33 LF 12"AWWA GRATE=2532.32 E-4 z TBC=2532.59 12" INV. IN= 2528.30 (FROM MH #14) Z m C-900 PVC 9 0.70% 12" INV. IN= 2528.30 (FROM DI #S) 49� 12" INV. IN= 2528.30 (FROM DI #T) 5 EMN4 7 16" INV. OUT= 2528.10 (TO MH #16) z U? 11.11 LF 16" AWWA C-905 PVC 0 S=-0.90% C) < TO MH #16 NOTES: W. S15AVROS SL 0) C> ro C) ____+� - .8 W. STAVROS ST. co CD Z I. ALL TREES MUST BE OFFSET A MINIMUM OF 1 O-FEET FROM ALL 17+0 5 MH #16 '41� STORM DRAIN FACILITIES. STA. 14+53.23, 0.55' RT z rr 0 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM 48"0 STORM DRAIN MANHOLE, ACHD 0 0 DRAIN SYSTEM. MH#13 XZ SUPPLEMENTAL TO ISPWC SD-611 MODIFIED F- STA=38+56.19 MH#14 WITH A FLAT LID W/2' SUMP 0 U) 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF RIM=2532.64 11.33 LF 1211 AWWA 37-90 LF 12'AVMA STA=38+98.09 RIM= 2531.70± (MATCH PAVEMENT) C-900 Pvc q@_0.88% RIM=2532.81 Q� UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL DI#R C-900 PVC @ 0.40% 16" INV. IN= 2528.00 F_ COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE STA=38+56.19_., 16" INV. OUT= 2527.90 (0 MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING GRATE=2532.32 17.65 LF 16D AWWA C-905 PVC 0 S=-0.57% Z THE DEVICES. v, 0 TBC=2532.59 TO MH #17 c:) 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. MH #17 cn 0 SCALE 1'=40' m LL 33 34 35 36 STA. 14+30.89, 3.75' RT 0 0 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5' OF COVER. BLOCK 8 48-0 STORM DRAJIN MANHOIE, ACHD w DVVG.DATE 03/31/2021 6. SEE SHEET DT-2 FOR SEEPAGE BED DETAILS AND BED MONITORING MONITORING WELL CONTROL POINT DATA SUPPLEMENTAL TO ISPWC SD-611 MODIFIED _j > PROJ. NO. 210308 WELL LOCATIONS. WITH A FLAT LID W/2' SUMP z 0 RIM= 2531.75± (MATCH PAVEMENT) 0 w CONTROL POINTS NORTHING EASTING CL SHEET 8 OF 16 7. ALL PIPE ANGLES SHALL BE 90' UNLESS OTHERWISE SHOWN. NW CORNER SECTION 33 723,226.2 2,433,613.0 16" INV. IN= 2527.80 W 1/4 CORNER SECTION 33 720,592.6 2,433,587.9 .. ... . 16" INV. OUT= 2527.70 M 28.88 LF 16" AWWA C-905 PVC @ S=-0.52% ry I-- TO MH #18 0 0 SD- 1 LL Z 0 1 SHEETS/210308-SD. � C fJ Li C v 00 0. D > � p , 0 L g �® d 6Le U a- -a� CL o �00 �8 -_�- _ - 40 20 ® 4fl 80 120 0 ® _ U W- 8 I-- g"W- 13 W1yOW D-R. 111I • { i �L � <SCALE IN FEET 0Q w � � ` �cu vHORIZONTAL SCALE 4-0 Os=19+00 (� � g o U o =. C) © � _____------- _ N I { �� t 4 2 0 4 8 12 c� 2 E • ICr I { � SCALE lid FEET �ofV ® a W � PHASE I " {1 VERTICAL_ SCALE 2 U I I : 00 p U1�c�o_o y ti I SSMH 1.41 BLOCK 6 ® 0 C � oNOC; STA=18+12.91± C •; 11 :' SC=22+76± LL, { I Ns _ 37 L.� O 1 'PHASE I 1 SI 2525.0- > o a 1 I;q I I SEWER & ATER OTE LIS O ES: 0 �. 3 v� v o C C 1. The locations of existing underground utilities are shown in an approximate w only. Il O oSL 49't - =e o I I � iTENI D�'iCRI(sTTION 9 r9 RR way Y = N5 The contractor shall determine the exact location of all existing utilities before CL Z e �' J, - ' �. M g ® e g m ez 4 I?IRP� �� ____ -_ 4"PIRR- ---� C11 - RIB -- _ - • x - .,�--� A$ Adaptor, 8 Fig. MJ commencing work. The contractor assumes all responsibility far any and all damages % - �. �- � � - " ( ) g caused by his failure to exactly locate and preserve any and all underground utilities. ®� SC=18+51± - B2 Blow-Off, 2 , per Std. W13 , Including Mainline Size ValveA SI=2522.7± Ni Dig Line telephone number is 1-800-342-1585. ® �w c� \ e°. " i �wNcr � SL=39:t SSMH 1.35 I�' N1 SC=23+31 H8 E3 Elbow, 8 , 11 1/4, MJ x Fig. o ;c s �, 3 ssc01.42 ��' Sy s BLOCK 6 a SI=2525.3 " 2. Contractor shall verify each lot has an existing sewer service and is marked per STD 0 STA=23+22.91± IQ SL=49' E13 Elbow, $ , 22 1/7, MJ x Fig. { :5 _ s N3 SW3. Install service and/or marker as needed. ® Z'- STA=18+73.97± -o �; a N ®� N3 13 12 11 10 9 8 0 ._ E18 Elbow, 8 , 22 1/2, MJ s N °� " 3. All sewer services shall be a unless otherwise noted. 4 ° E28 Elbow, 8 , 45, MJ � ws �r T8 r SC =23+66 °, U S `� SC=20+48 TB SC=21+06 = + _ SI=2525A 39 H Fire Hydrant Assembly Complete per Std. (W8) & (W9) 4. All sewer services shall have a minimum 2 grade to the property line. ,E \ SC 21 68 SC -22+27 SC=22+87 SC=23+53.64 Z N3 SL=49° " " Q g -. °'t s iy SI=2523.8 H SI=2524.1 sl=2524.3 SI=2524.E S!=2524.9 SI=2525.2 I M BLOCK 8 S1 Single Metered Service Connection, 1 , with 3/4 Meter and 5. The water mains shall have 4` of cover. a ® = ' ° s 3/4° Meter Setters, per Std.s (W1), (W2) and (W6). ®y y a 5 SL=53' SL=53° SL=53' SL=53' SL=53' SL E18 y o Te vs 2 - Double Metered Service Connection 1" with 3 4" Meters and o SC=19+32 :. E18 TB Tl S S2 S2 v S2 ' / �, o y'L E SI=2523.2 E18 N3 �6 N3 N3 N3 Ng N3 �: N N3 SC=24+09 @ 3/4 Meter Setters, per Std.s (W1), (W3) and (W6). o � SL=39 a 4 c'ph = 9 LF 15' W6 SL=49 6 40 Tee, "x x MJ x Flg. a. a W8 5 T3 T e MJ °; 9 LF _ _ _ _ T7 Tee, 8"x 8"x 6" MJ x MJ x F1g. 1013AL _ I s2 /46 LF o ��s 15�° lkg„W 350 LF 6 LF _. T26 Tee, 8 x 8 x 8 , All Fig. , h'�, \ ` 20 W. STAVROS ST. - 8"W . rl v6 H Ta TB a � � - N2 �3 vs ra OTB P.C.C. Thrust Block (As required even if riot shown)SSMH 3.0fl 5° � ° 8•g �° - See Water Note 1 on Title Sheet and ISPWC SD-403 6 6 ® Z 24+55 STA=19+80.21 L 3 S21 i-252 8 41 Valve, 6" Gate, Fig. x MJ SC=19+80.21 N3 .° - e a - SL=49'S " or G� SI=2523.4 ,. ... o ;, �.a , . o -°. Valve, Gate, x ��N ° 5' • 10. V8 V I 8 Fig, MJ 09 SL=35' S2 N3 N3 4.5` -a_ -.- W6 Water Main, 6" PVC, C-900 \ _ S2 N D rJ SSMH 3.01 SC=20+39.64 SC=21+11 S2 W8 Water Main, 8 PVC, C-900 > W ® 0 Q S J ta! n = N W Z ~ 6 SC=21+84 sc=22+58 sc =23+34 SSMH 3.02 N Q sc=25+05 � ,; After Agency Has Closed All Necessary Valves, The Contractor a ��o \ ® STA=20+39.64 SI =2523.7 SI=2524.1 Sf=2524.4 SI=2524.8 SI=2525.1 STA=23+53.64 I I SL=4s 6.0 42 a ` ON1 Shall Remove & Dispose Of Existing Blow or Re-use And o w o SL=34° SL=36' SL=36 SL=36 SL 36 c� N3 Q !c Complete The Interconnection As Shown. o =m 4 '" s2 N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. g�N 6 7 $ 9 .�Q 11 °� � ; � _ � �.� � (Adjust Water Line, As Needed, to Maintain Minimum Separation) z J�g O Q C> 1 BLOCK 5 SSMH 3.03 z vu8 N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet ,W STA=25+56.91 SC=25+56.91 cn ® �0° SI=2526.2 43 N4 Not Used. SL=49' ® � W �G I N3 Contractor Shall Verify Water Service Exists And Has Been Constructed o z ! Ia N5 And Location Marked To City Of Meridian Sewer And Water Specifications. � 0 = Iac. zo� 8TIRR • a I N2 Extend Water Service Into Lot, if Needed. Z 8®� = 8°PIRR Contractor Shall Verify Sewer Service Exists And Has Been Constructed - - -- - - N6 And Location Marked To City Of Meridian Sewer And Water Specifications. 0 B2 N7 Deflect Pipe Per Half Manufacturers Specifications And Recommendations. ft w .10 TB ` � � � � ® 00 C'a •. 2 ® - - ® � zM ca O OOM CI CI 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 253E ® 253E 2540 2540 LQ � l I o ® m 9 's 2 w co � NC6 � I a 2532 � +I ® N M + �' J N 2532 253E 253E F � us rnM cV �a + - r s II + � I w min +1 T- CQ r T © c > o clio c LU o EXISTING GROUND +I r �% M '/, 0 J ax ens s� + ® s II ed CO > C> II cn _ F- N ` *- V1 O + M r II UJ II ;o AT SEWER LINE a ® .- '� N ``' � cr � � � � � II s1� c�/Sos � tQ-- 1 _ - -- -- - a, c�i ®' c*� t III cv vwQ �j cnao � t�- ca� �r � cn� - o cv + ® c > sn � ® r2 M c�is � c�i� � s�n � vi_s ' cues � cslvy _ - -- - - -- - - I s u + o FINISHED GRADE �; u, n E* vs r :� i1 AT SEWER LINE _ II :� M 2528 �' - -` e_® � FINISHED GRADE l 2528 2532 EXISTING GROUND = I M Q �' AT SEWER LINE "' o CC F 2532 rn es vs � Z AT SEWER LINE °,, �„� - - - - - -® - - r V) - - - --- - - - Z � II pco Ii {{ U 2524 2524 {{ I 31fl.0o LF 2528 2528 I' 8e,PVC @ 0.70% N2 55,43 LF 8"W z { 104.24 LF ° 8°PVC @ 0.65°a 59.06 LF 8`°PVC @ fl.661° I 0.6E°f° 230.09 LF LJ LJ Q 2520 �"Pvc @ CON 2520 2524 "`Pvc @ 0.70� 2524 Q �^ � rr w r o ® IN oti N g > ri er �-- Z Q= 00 co � N N � � � I ``* �v� � � Cal 251E {{ > 251E 2520 ® ® 2520 U z 2v cea > z ® - c/T cJ c�i z � Mares N N > M 1"=40' 1 a=4. > o o _ Q SOLE (� LJ^- IiORiZ VERT Z ? h ® Q so > D�dG.DATE 03/31/2021 2512 I 2512 2516 2516 co Z ® PROJ. CIO. 210308 I I I 0 W N. PARNASSU,S WAY W., STAVR®S S-I`. N. MALLORCA AVE. ® °- SKEET 9 OF 16 f m <t Lii 2508 2508 2512 2512 S. 1 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 ® Z 0 SHEETS/200308-SSW.DtFdC C E.2 0 0 0,.T 0-C U_ 0- -Z5 2 4- /2 1P C1. e- 40 20 0 40 80 120 25 1? PHASE 2 74' T SCALE IN FEET 0, < Xl*' Q HORIZONTAL SCALE NOTES: SEWER & WATER KEYNOTE LIS ID L) �7_ D rIlEM DIMCRIMON 1. The locations of existing underground utilities are shown in an approximate way only. C E 2 C) D The contractor shall determine the exact location of all existing utilities before 4 2 0 4 8 12 C_ E < AB Adaptor, 8", FIg. x MJ commencing work. The contractor assumes all responsibility for any and all damages CL 12- B2 Blow-Off, 2", per Std. (W13), Including Mainline Size Valve caused by his failure to exactly locate and preserve any and all underground utilifies. DE: _ "aw M Dig Line telephone number is 1-800-342-1585. SCALE IN FEET �x E3 Elbow, 8", 1 1/4% MJ x Flg. VERTICAL SCALE R01 PHASE 2 w 2. Contractor shall ve(&j each lot has an existing sewer service and is marked per STD T! :5 E13 Elb ow, 8", 22 1/27, MJ x Fig. 0 SW3. Install service and/or marker as needed. 0� z 2 E18 Elbow, - 00 8 . 22 1/7, MJ g U_ 76'PIRR 3. All sewer services shall be 4" unless otherwise noted. E28 Elbow, 8", 457, IYJ SSMH 2.04 H Fire Hydrant Assembly Complete per Std. (W8) & (W9) 4. All sewer services shall have a minimum 2% grade to the property line. W :D e STA=20+38.13t > tj CC, Single Metered Service Connection, 1"S With 3/4" Meter and 0 'C' 5. The water mains shall have 4' of cover. 5' e SC 20+61± 3/4" Meter Setters, per Std.s (Wi), (W2) and (W6). : �5 v; S1 2524.9:t CL Z �&! 14 E0 SL 51'± Double Metered Service Connection, 1", with 3/4" Meters and a_ 0 3/4" Meter Setters, per Std.s (WI), (W3) and (W6). _U� SSCO 2.05 < 5 STA=20+96.44-_� T3 Tee, 8"x 8"x 8" MJ x MJ x Fig. N1 T7 Tee, 8"x 8"x 6". MJ x MJ x Rg. 21 SC=21+13 SI 2525.1 W8 T26 Tee, 8"x 8"x 8", All Fig. BLOCK 8 SL 36' 11 9 r. 0 cr_ P.C.C. Thrust Block (As required even if not shown) .10. Z 9- N3 See Water Note 1 on Tale Sheet and ISPWC SD-403 SC 21+32 8 05 - ig, S1 2525.2 13 V6 Valve, 6' Gate, Ag. x MJ -9 25 3 - S2 _J P J 9 8 SL 53' Va Valve, 8" Gate, FIg. x MJ E N3 0.5'4 SSMH 3.04 W6 Water Main, 6' PVC, C-900 175' J STA=21+64.73 0.2 S2 W8 Water Main, 8" PVC, C-900 E SC 21+85 22 S1 2525.4 After Agency Has Closed All Necessary Valves, The Contractor SL 38' co Shall Remove & Dispose Of Existrig Blow-Off or Re-use And I,. Complete The Interconnection As Shown. AL CN N3 SC 22+09 Cc See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet -1ST SI 2525.5 12 9= (Adjust Water Line, As Needed, to Maintain Minimum Separation) INA SL 49� 2- See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet 6 N7 Not Used. SL F N2 Contractor Shall Verify Water Service Exists And Has Been Constructed And Location Marked To City Of Meridian Sewer And Water Specifications. M. SIT 23 U_ W8 Extend Water Service Into Lot, If Needed. 13' Contractor Shall Verify Sewer Service Exists And Has Been Constructed .0 9 LF And Location Marked To City Of Meridian Sewer And Water Specifications. TB V8 V8 A8 6 A Deflect Pipe Per Half Manufacturers Specifications And Recommendation$. 175 SSMH 3.05 STA=22+99.40_� 24 SC=23+21 Go W c, 24 W SI 2526.0 SL 42' r N3 W8 CD N3 J CO! S2 z SC 23+73 SC 24+50 & 2526.3 T_ SI 2526.6 2.5' SL 36' SL 3& GL CL 0 0A SC 23+83 ca 25 SI 2526.2 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 IJJ WI C> SL 42' 5 4 C'4 re) 2540 2540 U) (O� r4) 00 C14 C) 00 CN LA_I UJ X co 0 Cc Q� U_ 48PIRR 04 I__ _r U11 N2 co 253 C%J 3" 2536 0 01) IQ E, -C) Ui C'01 C'� LM, W C11" Cj co SC 24+46 cl� +1 CO C-4 1 Lo + -5 < +1 C*4 'c=3 C' r'_ If + UJ < 00 26 SI 2526.5 C� co _=0 11 + --:r M V) n "PIRR M C! > co CD 4"PIRR Cq +I C"- 0� +I cc,:J, C5 C" 20 & C+:1 > 6 M LU 00 SL 42' Q '4' Ci Lco" f---: C00 M Cz LJ C%J __J Cz Qj �2 j U') C6 CD (U-) 0 M __J if + Cc,- FINISHED GRADE co Li C) C\1 C5 + __J co Cc a= co c75 7; =1 �] + -M UJ co to Cn Cr. > CD C if ------ S2 -.1 :"i a� a cli` _J < 0) U., If + C� LU 11 Cc; 'zj- a + CD 'Z + I I + CA, C'S cc'.4 I i AT SEWER LINE < C 2532- C-Q W 11 C C-i 5 __A = LLJ if V U3 it) � F- LLJ if _cd LU if _6 C/3 ro Cc U3 6, - -- - - - - - 2532 N 0 C) I= 0 M -Cc W Cn cl F- 2! = :E �< U� CD Cl) (.0 FE w T CL Cn Cn 6 7 co cn C-i' EXIS fING GROU�Qj Go AT SEWER LINE Lo. 4.- SC 25+07 27 S1 2526.7 T8 i 411PIRR W/SLV SL 42' 2528- 2528 TB U 17�5U SC 26+54 SC 27+22 TB LL S1 2527.4 H SI 2527.7 SL 53' SL 53' 0 V6 fr TB T7 S tio SSMH 3.06 N3 W E-0 A 107' N3 2524- 2524 01,14 0� 06 STA=25+59.30 127 . 6 'V6 d W SC 25+59.30 jj��g LF W SI 2527.0 61 LF V) V) z SL 331 -8 W. 0 STAVROS ST. 2� 'J S2 V 143' 2520- 2520 Im . UJ 28 W 27- V) Ui BLOCK 8 0 0 W z SC 25+26 N3 51 2527.1 58.46 LF 2516 z 2516 SL 42' S1 254.90 LF 8-pVC g 0.45% 0 < SSMH 3.07 8,-pVC @ 0,45% - --------- STA=26+22.76-J SC 26+41 SC 27+06 129.67 L� ----------- S1 2527.3 SI 2527.6 65.79 LF 8,,pVC p 0.45% 55.81 LF SL 36' SL 36' 0.45%_] 89 PVC 9 PVC 9 0.45% Z L.0 2512- __2512 C\J 0 C/) ____L - - ___f ____V� C:) 29 co to Cq C\J 0 +1 63, 09 Cq CU,)' If 63. co Cc co V_ W 30 31 ZE C:) - �11 if M_ i LO - If F- > 0 cli C%J C%J > SCALE 1"=40' 1"=4' cr) LO - �!! ce) LL HCRIZ VERT U1J LO 0 C-J cli C14 > 00 11 H 11 = � U5 DW&DATE 03/31/2021 UJ > > - - = 2508-- = 50_-tzr U*3 > co EO 2508 W Cli C) > ;z > -:- CO CO > PROJ. NO. 210308 ZZ z 0 > .7 GO co EO N. DUUMAST WAY 0 IX > = i 10 OF 16 co SHEET 0 IPPIRR 2504-r- co 2504 < Lij ry 1,- 1.- 20+00 201+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 0 0 < S-2 IJ_ z 0 SHEETS/200308-SSW.DVVG QcvD E m 0 ® •a >0 c o o >o, LL � v-> a n"' a naf v+ E C 7e a IV n: o vD Is, V� �! 'U C O_: 40 20 0 40 80 120 //i�\\ 0- �h N n O 'U W ® yy i ��.,p�•y��pp � SCALE IN A LILT (D �3 G Q p O Q CSEE SHEET S-2 SEE SHEET S-4 V HORIZONTAL SCALE �� Q � • uco - C sw SC=24+46 �. _ . _ m� •- p o } ` _ ,. - - SC=28+51 T� 2� SI=2526.5 Q 4ePIRRLU ' 4 2 0 4 8 12 SL=42° 4•PIRR N3 SI =2526.9 3 v Q SL=53' D 17' mC Q SCALE IN FEET en v o y m M cc T 0 �� S2 L%. ® 8.5' i` VERTICAL_ SCALE a � 2 I• 4 N� � S2UL W z N3 - �_._..mm. ---- - 6 g 9 10.5'- 00 � �-�� A SC=25+07 N o o U o 10 N °'' �- 27 SI=2526.7 SSMH 3.12 a LtJ � SL=42' 13' � W8 � STA=29+22.17 96, N3 SC=29+22 > a TB SI=2527.2 4 SC=27+22 SC=27+92 4 ® F- sC=2s+5a ®o o SI=2527.4 H sl=2527.7 sc�28+63 - g SC=29+39 W8 SL=53' � ,® COD SI=2528.0 SI-2528.0 SI-2527.7 12' Z a p a E28 SL=53' V6 SL=53' SL=53° SL=53' SL=53 d T26 ,48 V8 V8 TB p� r�s pY r O U C a v U, +t T8 T7 S2 S2 S1 SEWER & A 1 ER i 1�!OT LIS i �D d SSMH 3.06 ; Q � ace T7 V6 H TB TB C V N Ei8 flt �g pt �p p� p� s • STA=25+59.30 1U7° 1 ��/_ a � el3. M tu3. . N3 N3 W$ N3 N2 d I - N2 1[GYi DESCRIPTION 126° V� W6 O _ U - - 8" - e. A8 Adaptor, g MJ SC=25+59.30 7��F 9 LF _ W8 Si=2527.0 8"W 61 LF 334 LF 9 LF o B2 Blow-Off, 2 , per Std. (W13), Including Mainline Size Valve ' _ . SL= \ 8„W*' 8'�V 36 LF 1 Q9 LF 0 s l o�, U 2'y C QD E3 Elbow, 8 , 11 1/4, MJ x Fig. a c o 28 S2 N3 a ?s 143° - W. STAV'ROS ST. - - --�8 W. STAVRQS ST. 62 TB s N a g= 8'S 160° �' -ago _ ___ - 13 Elbow, 8", 22 1/7, M3 x Fig. ~ ° E 1 _ _ 27 _ _ 11 'v aFi i H BLOCK $ � 2s 29 30 8 S 31 - - E18 Elbow, 8", 22 1/27, Mil '"' a a„r • V O`p p '.•_ i Ci CD y - C ` U e 4 e o 6" 5: MJ N _ ,. •, ., a -_----_ SC=25+96 ° IN r N3 a °° H Fire Hydrant Assembly Complete per Std. W8 & W9 _ N3 y y P P ( ) ( ) � � cs SI=2527.1 ®� N SSMH 3.09 Single Metered Service Connection, I", with 3/4" Meter and __ ®� C N E N U\�'SL=42 SSMH 3.07 S1 S2 S2 STA=31+77.03 " w z SC=26+41 SC=27+06 SC=27+81 SC=29+31 SC=30+82 _ S1 3/4 Meter Setters, per Std.s Wl W2 and W6 STA=26+22.76 SC=28+55 SC=30+12 cc SI=2527.3 SI=2527.E SI=2528.0 SI=2528.0 SSMH 3.08 _ SC-31+56 o SL=36° SL=36' SL=36° SL=36' STA=29+13.Q3 SL=36'77 SI=2527.8 SI =2528.1 ' SI=2528.4 Double Metered Service Connection, 1', ", with 3/4 Meters and SL=36' SL=36' 36'SL= S2 " � 3/4 Meter Setters, per Std.s (W1), (0) and (W6). 29 T3 Tee, 8"x 8"x 8", MJ x MJ x Fig. � T7 Tee, 8"x 6"x 6", MJ x MJ x Fig. 30 31 32 33 34 T " " 74 XA Q P 35 36 � �� T26 Tee, 8 x 8 x 8", All Flg. 319��,�,� BLOCK 8 P.C.C. Thrust Block (As required even if not shown) l�, �' OF SG See Water Note 1 on Title Sheet and ISPWC SD-403 �'1V it.STA® V6 Valve, 6" Gate, Fig. x MJ V8 Valve, 8" Gate, Fig. x Md W N =N 8•PIRR � 80PIRR Q W6 Water Main 6" PVC C-91J0 0 0 BTIRR FUT 8"PIRR- I ' m v ® - - - - W8 Water Main, 8" PVC, C-900 mW After Agency Has Closed All Necessary Valves, The Contractor Z �;5 N1 Shall Remove & Dispose Of Existing Blow-Off or Re-use And <W Complete The Interconnection As Shown. s ZbN o See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. J w 2 z NNW L) (Adjust Water Line, As Needed, to Maintain Minimum Separation) zzzaw 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 N3 See Water Note No. 3 and Seer Nate No. 3 on the Ti le Sheet. � M m m 2540 2540 c� 0 -' 82 that Used. co Contractor Shall Verify Water Service Exists And Has Been Constructed c co M 1-: N5 And Location Marked To City Of Meridian Sewer And Water Specifications. CA- N Extend Water Service Into Lot, If Needed. r i ItM2 ® p p � ti + I� I ft 2536UJ co 9 T € �i + 2536 N6 Contractor Shall Verify Sewer Service Exists And Has Been Constructed N > T i' I; FINISHED GRADE M ,� N M = , ; M And Location Marked To City Of Meridian Sewer And Water Specifications. �� E5It v co - " ` AT SERVER LINE _ UJ u :° � `�' o 00 II � P M a � a �, v, N7 Deflect Pipe Per Hoff Manufacturers Specifications And Recommendations. � m co Cn I x �� L �;, - ---- -- - - - - -- - -- -- - - - - - - - -- - - - - -- - - - - -- F- X o: ® � 2532 -- I - - - - -- - - 2532 0 `� cc l EXISTING GROUNLICD AT SEWER LINE ¢ ¢Flo 00 12`°SD 41PIR W/SLV o ® a z 2528 � 2528 N fte NOTES: 1. The locations of existing underground utilities are shown in on approximate way only. 2524 W 2524 The contractor shall determine the exact location of all existing utilities before w _ commencing work. The contractor assumes oil responsibility for any and oil damages J caused by his failure to exactly locate and preserve any and all underground utilities. LL w Dig Line telephone number is 1-800-342-1585. Ld 1 2. Contractor shall verify each lot has an existing sewer service and is marked per STD 2520 2520 SW3. Install service and/or marker as needed. E..e o 06 3. All sewer services shall be 4" unless otherwise noted. 266.00 LF 77 LF 8E°pVC @ 0.45% I 4. All sewer services shall have a minimum 2% grade to the property line. X VC _ to 251E 8"pVC @ 0.45°fm z Lv= 251E 5. The water mains shall have 4 of cover. M,.,� v cY i V) C' PO Q z �^ S jf N N m z T i cli ONO2512 � � :> 2512 F= � L z sa IU'J f � � ( co EO Ln Cli o z co L U � co U 2508 E0 2508 ® ® C/) W. STAVROS ST. ° I� O SCALE 1"=40' 1"=4' In Ll_ HQRIZ VERT 2504 2504 1 DWG.DATE 03/31/2021 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 z ® PROJ. NO. 210308 ® 0- SHEET 11 OF 16 m < w WF- I O O < S-3 S H EFTS/200308-SSW.DtgG CSEE SHEET S-2 0 0 a o> w ®� > v �`� O.E SSMH 3.04 175° ) 10 ►:: _:: :: :::::� - r.: ::. ::.:..:::� 40 20 0 40 80 120 a®� STR=21+64.73 9 ` - ............... 8 7 SC=21+85 _ U= �, Q SI_2525.4 Cy i' r $GALE �� FEET C A O 1 � SL-38 � a HORIZONTAL SCALE N N3 SC=22+09 o°Cc N y SI=2525.5 C .- sue, E z j W8 SL=494 2 0 4 8 12 TB _ ao 11 SC=25+02 SC=25+74 SC=26+42 /F. r \ 0- CL C C S �2S � o ®Q � C ® N7 SI=2526.8 SI=2527.i SI=2527.2 H yf. 6 SL=53' �`� ® ®�� SL=53' SL=53' SC=27+02.21 �.. :. - a V6 SI =2526.9 /y.�: :..::: ♦ SCALE IN FEET c _ -a <. N2 T7 V6 H TB TB S2 T7 S2 SL=46" yj/�:: y r , ` `/ERTICAL SCALE ::..: s W8 11 e N2 W8 N3 E13/ � � N3 N3 ...:.., u_ 13 0 ,, YYt7 q _ ,y V c �p ` o �, a _ _ o ` E18 N3 E3 •yy a_ . 9LF o 4! LO o LL TB V8 V8 A8 T26 31 LF 8 8�Y 332 LF 9 LF W == 6 • ` W. MIKONOS ST. ® � o SSMH 3.05 90° N2 -12 LF SC=27+40 ° ® � y STR=22+99.40 90' E 24 8'S 101° 135'� ;::;y SI=2526.7 (n c o y N o r I 25 26 124' SL=54' Z a®a o it q � E SC=23+21 ! _ ao g a v�;tn SI=2526.0 m s� N3 SL 42' h - SEWER WATER KEYNOTE LIST R W8 N3 N3 N3 1� E3 E13 � TB N3 �, 52 �S2 s1 , MN DESCRIPTION youL109., g N✓S2146° al S2 d_ SC=23+73 SC=24+50 SC=25+20 SC=25+9fl A8 Adaptor, 8 Fig. x MJ ® s > o o y 4^I SI=2526.3 SI=2526.6 SI =2526.9 SI=2527.1 SC=26+61 2.5' SL=36° SL=36' SL=36' SL=36' SI=2527.1 N2 B2 Blow-Off, 2" per Std. (W13), Including Mainline Size Valve _ ° � o- SL-36 • ,4 - �� 10.5� SSMH 3.10 12 SIC=252668 2 / J x Flg. - SC -23+83 I c N t � � E3 Elbow, 8 , 11 1 4 M ••® o SI=25262 STR=27+02.21 ! N3 SL=53' • SL=42' I 4 oo BLOCK 11 I E13 Elbow, 8 , 22 1/2', MJ x Flg. ® U � C .2 2 1 SSMH 3.11 �c E18 Elbow, 8", 22 1/2', MfJ w c r 6 CC STR=27+48.17 cc BLOCK 12 z E28 Elbow, 8", 45, MJ o s - t3 - � '//ems ag � o_' nCC -ai Y J. 4"PIRR uu`�j" H Fire Hydrant Assembly Complete per Std. (W8) & (W9) N " " �� z 1� 2E Single Metered Service Connection, 1 , with 3/4 deter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). I SC=24+46 d $1�NAL SI=2526.5 , " �_n M m SC=28+51 Double Metered Service Connection, 1", with 3 4" Meters and C g 4 PIRR ° sI=2526.9 3 ' S2 3 4" Meter Setters per Std.s W1 W3 and/ �� ' SL=42' 4 PIRR N3 SL=53' / P ( )r ( ) (W6). , U. 11 i II 17 ; T3 Tee, 8"x 8"x 8", MJ x MJ x Fig. SEE SHEET S-2 8.5' T7 Tee, 87x 8"x 6", W x MJ x Flg. • 10 5 S2 T26 Tee, 87x 8"x 8", All Fig. 10 N P.C.C. Thrust Block (As required even if not shown) 5 SSMH 3.12 See Water dote 1 on rite Sheet and ISPWC SD-403 STA=29+22.17 N3 SC=29+22 V6 Valve, 6" Gate, Fig. x MJ W SI =2527.2 4 cc V8 Valve, 8" Gate, Fig. x MJ o SC=29+39 W8 SL=53' O W o SI=2527.7 12' EL W6 Water Bain, V PVC, C-900 S m SL=53' ' T26 A8 V8 V8 TB W8 Water Main, 8" PVC, C-900 N S1 � ¢ zo T7 V6 H TI3 TB a � oa +�s N3 After Agency Has Closed All Necessary Valves, The Contractor W8 N2 _ - N2 w,. ,® -- - - _ N1 Shall Remove & Dispose Of Existing Blow-Off or Re-use And ;o o . o,. -G Z Irl N CompleteInterconnection own. � o W O V W6 o The As Shown. N2 g L W8 "o See Water blots Flo. 2 and Sewer �4ote No. 2 on tl�e Title Sheet. 3 9'Q_ _ p zZ dw �__Jo 36�` 109 LF _"- - -_ N2 (Adjust Water Line, As Needed, to Maintain Minimum Separation) o Z-m 8"W B2 TB c� z o W �A�� N3 See Water Note h[o, 3 and Sewer Dote No. 3 an the Title Sheet.180. N4 h4at Used.SEE SHEET S-3 a Contractor Shall Verify Water Service Exists And Has Been Constructed � � � C> N5 And Location Marked To City Of Meridian Sewer And Water Specifications. ly 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 Extend Water service Into Lot, if Deeded. L- " 1) 2540 2540 N6 Contractor Shall Verify Sewer Service Exists And leas Been Constructed � �- M And Location larked To City Of Meridian Sewer And Water Specifications. � � �ao CN I I I i I c � N7 Deflect Pipe Per Half Manufacturers Specifications And Recommendations. ry O Lo L r- < E I � � ® ® I � ® °O ® CD 2536 `� ' N M O MPS CNN 2536 V < Q� C4 eoi t- N ® ' I FINISHED GRADE ® � u + °' CO + _ > ® � ®.. ® M + c UJ 4- c II vS � __J II � ® ® c II + AT SEWER LINE ri �++ N II r = � � � N II I = � W ;I ea e-i W II � � � � 2 �� _ @ + ail co Go � P � Qv� c�i» BE COCn 2532 � ~ � � � � � � � � U) - - - W CoCot � � � � � � � - - 2532 J�'PIRR EXISTING GROU NOTES: AT SEWER LINE 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before W/SLV 4TIRR W SLV commencing work. The contractor assumes all responsibility for any and all damages 2528 I 2528 caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD w N2 I ! 170.00 LF ° SW3. Install service and/or marker as needed. ® � gapVC@2.00P° �j 2524 _v 2524 3. All sewer services shall be 4" unless otherwise noted. - i 41.g61-F � CR E $„p�►C @ 2�0°�° 4. All sewer services shall have a minimum 2% grade to the property line. LoN N N I I ? 5. The water mains shall have 4' of cover. LLJ F� 2520 2520 t-- z - "T � ri Q Z � C) g11 F rs LO O I aF Pvc @ 2.o0°ta J ci2-7 Zo N N II ® P' I� ® O C'2 N II 7 2516 II > o z ® I 2516 v Q � � Wco !� UJ C � C) � 2512 2512 c�I v co N N C'j I j ® 1 n_40s 1 n_4, M LL SCALE HORIZ VERT � � ¢yea i I@ II II = z z R DWG.DATE 03/31/2021 2508 z z 2508 Z ® PRJJ. 3�0. 210308 � � W. MIKONOS ST. N. KITHNOS AVE. ® � SHEET 12 OF 16 I i Co Q 2504 2504 ® ® Q S-4 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 U_ z o �g �g ry y Z�pg yp 1 t� S I BEG 1 S�200308-SSVV.D*G v 0 0 CV:' 6J, >O GY> N ® 2 01 LL •� ®d-, 2 U EC N ® Q ® N N C d d/ C V ![D 0 1 - '"U v C C J cea p o C.+-° U V A O_ — _ V � O'.eV—. V O C } W C C Q �S T s-+ N COC C® 5 N S RR," —� Z __ Z 4-- 22 Z .PIRR cn 4 V4' �_J 40 20 ® 40 SO 120 ® ® N LOn C O�C ' .c Q o� mof U o mW SCALE IN FEET .� 4 9 S. H V a ��,- 15 is Cr W Z 00 12 Iw o yHgN ��. . :sue..:. - �- — ® F- v 6 0 e '- E p o PHASE I e ' L W. MIKONOS DR. — — — — - ' 1 I 24 PRESSURE IRRIGATION KEYNOTE LIST o °;a ,..4m,�... SS U HAS�,�-• ITEM DESCRIPTION "� v r't W8OE =a Air Release Valve - Install Where Needed ® c y A � - _.- = -------- ------ Pressure Irrigation Mainline Drain l Elbow, 4°, 11 1/4' - - _ I I •x I �� Elbow, 4 , 22 1/2' e N 0 ® � � ® m moo ` IN4 Elbow, 6 11 1 4 4� IIA 25 N � N ®bow, 6°, 22 1 2' � ® � 5a, E Nv,5S; 2 ! ._ a _ � Elbow, 8", 22 1/7 o N4 P4 45 �:-� E19 Elbow, 8®, ' O 1` 11at �� ®N TB N6 T7 4" 1 R 11 LF �4 Plug Or Cap, 4" P � 1 :: !! Plug Or Cap, 6" \ (a4 TS. ►� .� r CNI Plug Or Cap, 8 26 4 F7 PR -I--` _ -- 4�PIRR— -- I =m - .'_- Pressure Irr. Main, 1-1/2", PVC, CL-200 .�.� - - — — 4"PIRR N3 — _- S1 P4 Pressure Irr. Main, 4p, PVC, CL-200 l� 5 N4 N4 N4 4 F_ I�6 Pressure Irr. Main, 6", PVC, CL-200 �� 5�4� � 8 N4 38 w 3 y BLOCK 6 P6 P8 Pressure Err. Main, 8", PVC, CL-200 ° [ 5 Reducer, fix 4 Z 3 � _ �` -� 13 12 11 10 9 8 a S1 � " W� _- 27 LtI s Irrigati 9 on Service 3/4" " o O m V N s1 \� �" 36 s1 LEA, s2 Irrigation Service, 1* S�B Sleeve, 8" PVC, AWWA C-900 < g > w � �� S1 BLOCK 8 o J Sleeve, 12" PVC, AWWA C-900 J z o N s1 S1 Sleeve, 16" PVC, AWWA C-905 g o � z T5 ® gz�WW 4 !` 40 Tee 4"x 4"x 4" �' W }} W 2 m C, . , . - --- -_ Tee, 6"x 6"x 4" o W S1 T7 � ® IN T9 Tee, 8"x 8"x 4" P6 T1Q Tee, 8"x 8"x 6" — — W. STAgIROS ST. <.' 28 TIC P.C.C. Thrust Block (As Required Even If Not Shown). C co N1 41 WBLOCK 8 1A4 valve, 4" Gate d _ Go 77 - a e V Ive, 6 Gate r a 6 Co WO® Ua—�-S1 valve, 8" Gate v 3 u • 9 I �1 Deflect Pipe Per Manufacturers Specifications And Recommendations. 5 (As Required Even If Not Shown). o m 42 N2 Not Used. z U) ® s°,y I s1 After Agency Has Closed All Necessary Existing Valves, ® 00 0 633 The Contractor Shall Remove The Existing Plug/Cap And w 6 7 $ Thrust Block To Complete The Interconnection As Shown. z 9 10 1 a4 F BLOCK 5 1 Verify Existing Pressure Irrigation Service Is Installed And Marked ® c \ TB s1 S Per City Of Meridian Specifications. If Not Found Install Service - �- r E19 43 And/Or Marker As Needed. Raise/Adjust Valve Riser As Needed. P6 � E18 P8 S1 S1 S1 S1 _ P8 s1 S1 63 LF 1 8Contractor Shall Remove Existing 4" Valve And Plug/Cap Existing Pipe 462 LF SI is P8 PIRR !' P8 At 6 Main Line As Shown. Re Use 4 Valve As Needed. ° 8°PIRR - 79 EE _ 99 LE 8 PIRR— �6 If Pressure Irrigation Cannot Be Turned Off For Installation of Tee, — •� - - - 8°PIRR - — — Contractor Shall Install 4 Tapping Sleeve And Valve. V8 V8 T10 • TB � ® �- Z Z NOTES: PRESSURE IRRIGATION LEGEND � Ir Cr 1. THE CONTRACTOR SMALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE — — 4TIRR — — EXISTING PRESSURE H ~- cr COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES IRRIGATION LINE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 'UNDERGROUND 200 LF L1J CONSTRUCT PRESSURE Z � o Ir UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 0 IRRIGATION LINE & SERVICES I'_ � � � CO 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. ► CONCRETE THRUST BLOCK U U) --- ®---- VALVE Of M� I� Lii 3. CONTRACTOR SMALL VERIFY THAT LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR ----_------ SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. SL4 SLEEVE (AWWA C-900 OR C-905) � (see keynote list for size) r Z 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. 40 LF ® 0 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. 0— DRAIN N r <Dy r' o-- AIR RELEASE VALVE vo ® SCALE 1"=40` 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. M L- 7. THE PUMP STATION FOR THIS SUBDIVISION WAS CONSTRUCTED AS A PART OF AEGEAN ESTATES W D9C.DATE 03`31/2021 NO. 1. IT PUMPS OUT OF THE FIVE MILE CREEK/DRAIN WHICH IS A YEAR ROUND SOURCE. A Z ® PROD. NO. 210308 SECONDARY SOURCE CONNECTION TO MERIDIAN CITY WATER IS NOT NEEDED. ® a- SHEET 13 OF 16 01 0 0 < ® Z Q PIRR- 1 SHEETS121030E-PIR.DwIVO 9 {tt (U N W -T�-' LL ----- -8°PIRR— — _.____ I '� ---- U Q ®E x t I Q o 1 14 I l 6 I +I II , U _ - BLOCK 9I °-I - - �, g• - I C � � . PHASE 2 aff 20 FUTURE �. Qum421 ID .(>.®a ®o � BLOCK 8 = 9 y a �4 ��z�,r�,�-- ..► o � 3 �, times eo� v o 'S Qw �3 N3 �` a S IN FEET 13 y— > N4 \ o ®�Is � V ®_®�5' BLOCK 9 N4 - - - - - _ v �, ( TB E14 i U_ o a •� ® a P4 10 ® ® E " o g , DU �o b I 8 7 P6 '° w � ooa � � 22 c ® n iiF Ali, ,,� ,' �_i > I'Y �_ � v � Z o v, / E ® Q cc 12 a / �9 QU �ct'6T�= LOCK 8 N4 TB �,` s2 ' TB PRESSURE IRRIGATION KEYNOTE LIST o off, �Q , 42 P6 - E9 4 �� ' E13 `,� T7 ITEM DESCRIPTIONt P4 8 LF 6 LF GS �6 "' A�v Air Release Valve - Install Where deeded / a 12 T--: 23 11 S1 / Tg E10 EO Pressure Irrigation Mainline Drain r~ - . :—^. -F •:_yam' ....., .,. . .. -.. _. � �� e S' O� Si E134 , Elbow, 4 11 1 }..� d " { E14 E;� Elbow, 4 22 1IT O ` s a I � s 65 LF sLa W. MIKQNOS ST. � TB �13 Elbow, 6", 11 1/4` E14 Elbow, 6 , 22 1/2' , O o E S1 E18 ®bow, 8 , 22 1/2' N4 24 ° -- - 11 Elbow, 8", 45` E19 Plug Or Cap, 4" �cSZ® P V99 Eg � G6 Plug Or Cap, 6" `I V4 �I< 5• Sib Plug Or Cap, 8" � TB t 39 ' a P� Pressure Irr. Main, 1-1/2", PVC, CL-200 � 3 49 o , P4 " ,�j,. P4 or N4 • 2 Pressure Irr. Main, 4 , PVC, CL-200 l� ®g 25 P8 Pressure Irr. Main, 6", PVC, CL-200 M. SIT 5 4 r 3 I TB BLOCK 11 1 " TB 2 1 v4 I P8 Pressure Irr. Fain, 8", PVC, CL-200 m W g Si E10 % BLOCK 12 E10 R4 R5 Reducer, 6 x 4 6 LF Z o P j s1 Irrigation Service, 3 4 z 0 R o � TB NS T7 4°PIRR--i 17 LF_ _.� •�� 68 LF _ P4 a P4 ) 4°PIRR 106 LF T5 T1� � g f �J N W 37 ' k 'r. S2 Irrigation Service, 1 3 W m 2 G4 TB V4 V4 Si P4 S1 Si S1 SiSi z Z �2�� P4 sLa Sleeve, 8" PVC, AWWA C-900 a s tL 3 N5 26 } 4°PIRR ..., r. v µ. . I SL8 b I sI.1 Sleeve, 12' PVC, AWWA C-900 o N W I"— Q 6 LF 140 LF 4°PIRR W �,M - 218 LF W , ____ _ I E10 S1 Si ;�, 71 LF 5' sL1 Sleeve, 16" PVC, AWWA C-905 z Z g 181 [j, S1 : S1 S1 Si �.I o ® a W 2 p b g4rw� G N3 T5 E10 P4 Si T5 Tee, 4 x 4 x 4- TB r w C!3 3gva !o Tee 6"x 6"x 4" =z P6 0 TB z - w � _ _ S1 6 ? 8 9 10 I--- rs Tee, 8"x 8"x 4" � _ - 27 I :: � � S1 � I �10 Tee, 8"x 8"x 6" � ry � ems• si TB P.C.C. Thrust Block (As Required Even If Not Shown). S1 • ac 9 39 a 4 v4 valve, 4" Gate ��-- si I •: BLOCK 8 vs valve s" Gate M co TB CD 00 6, V4 v6 Valve, 8" Gate ' x I E10 � ® � N1 Deflect Pipe Per Manufacturers Specifications Arid Recommendations. w � � 40 si Required Evers If Not Show ) si - t Used - o Si hit N < Q � After Agency Has Closed All Necessary Existing Valves, ® 00 M ry W. STAVRQS N3 The Contractor Shall Remove The Existing Plug/Cap And66 26 W. STA%iFtQS ST. 69 LF SL8 fly P4 Thrust Block To Complete The Interconnection As Shown. S1 //tee Veri Existing Pressure Irrigation Service Is Installed And Marked N Verify 9 9 W O 41 BLOCK 8 � N4 Per City Of Meridian Specifications, If Not Found Install Service `�' - - - r Marker eedeRaise/AdjustVa ve ser ee e 7- 5, , r. s < , I Needed. d N5 Contractor Shall Remove Existing 4" Valve And Plug/Cap Existing Pipe E10 At 6 Main Line As Shown. Re-Use 4 Valve As Needed. v4 If Pressure Irrigation Cannot Be Turned Off For Installation of Tee, 42 TB I N6 Contractor Shall Install 4" Topping Sleeve And Valve. Z 3 r 29ENO Z 30 , E 31 32 S3 34 35 36 - E� s1 Z 43 Ps BLOCK 8 I <C I P4 o� en T P8 Si S1 S1 Si 7 LF 39 LF "' S1 S1 S1 S1 P8 — 8°PIRR 7 U J AL . 0�LF V8 G8 � z ° 8°PIRR 8°PIRR FUT 8°PI Z I�t ® [ P8 O ES• as F_ C' 1. THE CONTRACTOR 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 UNDERGROUND CD UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. PRESSURE IRRIGATION LEGEND Z — 4"PiRR — — EXISTING PRESSURE 2. CONTRACTORS RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. IRRIGATION LINE N 200 LF 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR CONSTRUCT PRESSURE M ® SCALE 1"=40' SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. IRRIGATION LINE & SERVICES ► CONCRETE THRUST BLOCK ® DVdG.DATE 03/31/2021 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. ® VALVE > I�ROJ. NO. 210308 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. _______= Z AO-\ T L SL4 SLEEVE (AWWA C-900 OR C-905) O Q'_ (see keynote list for size) ® M SHEET 14 0E 16 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. 40 LF - Q 7. THE PUMP STATION FOR THIS SUBDIVISION WAS CONSTRUCTED AS A PART OF AEGEAN ESTATES o-- DRAIN W �- !— -2NO. 1. IT PUMPS OUT OF THE FIVE MILE CREEK/CRAIN WHICH IS A YEAR ROUND SOURCE. A o-- AIR RELEASE VALVE ®LL Z ® iRR SECONDARY SOURCE CONNECTION TO MERIDIAN CITY WATER IS NOT NEEDED. SHEETS/210308-P!�.I tF G 6- C � N 00 (R .® > ®J N C fU p O ® p L® �.V ® > @, f9J 1.� (1 @W _ 6 O > p > > p L ®N y O r•- W ® �A u 0..2 � U :5 ®I >'d V) O ©w V O � C C cL N @ N O` h PRESSURIZED IRRIGATION NOTES Q 1. The pressured irrigation system must be built to the standards of the irrigation district in which it is being C 0'w o constructed. cL cc Et � ;- p E > n d 2. Install a reduced pressure backflow preventer in any connection between the potable water system and the ®- CL A o ®® a pressure irrigation system. The device must be approved by the Idaho Department of Enviromental Quality V p` °• M (DEQ) and the City of Meridian Water Department. oS g o 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at 0� Z s ®_ a maximum depth of two-and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. O O � _ � � � _ The Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. U- I- c 1 3" SDR 21° PVC RISER EXTEND 18' ABOVE GROUND 12 W Z) � G ®? "Q 4. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, 11 and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and ® � 2 3" x 4' x 6" CINDER BLOCK (OR EQUAL) o o s N ,,, non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing n v N 4" or 6" x 1" SADDLE MINIMUM B J shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems Z o 1' 1 (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). (� ® -o =�2 L 4" or 6" MAIN LINE MINIMUM LOT 5 V _ � @ o c TO` 5. The horizontal separation of non-potable services and potable water services or potable water mains shall be O1° BRASS PIPE a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to y c . NOWO -4 0 -Zn ° ° cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in ) s 41 Z y 6 1° 200 PSI POLY 18' ABOVE GROUND 5' BACK LOT accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Ott - o 3 SIDE LOT PVC RISER 'z >@ E a 1" BRASS CURB STOP (TYP,) Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). Z �' $- N Q ® ® y o C C s PRESSURE IRRIGATION PIPELINE - � � ROCK CHIPS 711 SEE PLAN FOR SIZE OF PIPE 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with v •g V O O of TYPICAL PIPE LOCATION the words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its length. Place the tape �"'; k.��- c -' 3" FEMALE ADD. between six (6) inches below the surface and eighteen (18) inches above the top of the pipe. 5 2 a S NOT TO SCALE C F V Oo S o V LOCATER WIRE 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE WATER or o= N 6 NON-POTABLE WATER. 11 3° PVC PLUG 3 5 7 8. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or 12 MARKER, STEEL 1" POST NON-POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the 4 Public Right-of-Way, private roadways and travelways. 'vow 9. Engineering Solutions shall inspect all pressurczed irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance "MODIFIED" notice is required. MODIFIED TYPE A RISER � SHORT SIDE SERVICE 10. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot OF� NOT TO SCALE line in order to cross a street, the domestic water service and pressure irrigation mains must be on '�'N opposite sides of a lot. 11. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable o z DOMESTIC WATER METER BOX COVER loss in accordance with the Supplemental Specifications and Drawings to ISPWC. W N OBLITERATE WORDS "WATER METER" FORD NO. o w � ®v � kn X43 CAST IRON WITH 12 1/2" LOCKING LIDS 12. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard N Specifications for Pressurized Irrigation System - latest edition, except as modified here on. z z z 20" PVC z n > _ \ 13. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent ` ono � Z N�Z 1 3° SDR 21° PVC RISER D 18° ABOVE GROUND \ 1 1 2" CURB STOP weld. Pipe four inches and larger shall have mechanical joints. W O \\ \ \\ BALL vALVE sucH As 12 / / FORD B11-666SW " ® �'" a.a.Z z o`4'zO" ( ) 1 1 2" BRASS PIPE / / // 14. Minimum depth cover over all pipe shall be 30 . Q,, W 3° x 4° x 6° CINDER BLOCK OR EQUAL / \ \\ < W> 1' W$ / / / 1 1/2° PVC PIPE N Z m m o 4' or 6" x 1' SADDLE MINIMUM 10 �// / / /�\, 15. Minimum compaction shall be: W o \ a! a.a. 95% in Rights-of-way. 7 4 " " °? //\\//\ // //\//\\//\', b. 85% everywhere else. 4 or 6 MAIN LINE MINIMUM \/\\o\\�\ 0 O :i: 0 1' POLY PIPE 200 PSI 0 0 0 o p ®OaoOo% 16. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required ca °o��o 00 ooS �\/ at all change of direction of pipes over 11 1/4' where shown on this plan. N 1° 200 PSI POLY 18° ABOVE GROUND '� '� / ° ®°°o °00% V) \�� 0, o �0 17. All services shall be placed as shown on this plan. They shall extend past property line into lot as shown on M O 00 CN " � , , , .�/ /i//� detail. �� N 1 BRASS COMP. COUPLINGS MIN. 12" DRAIN ROCK MIN. 1 CU YD. 1" BRASS CURB STOP 1 AT BOTTOM OF VALVE DRAIN ROCK 18. Contractor shall verify the location of all other utilities before installing the irrigation pipe. © `` FOR SUPPORT RAIN VALVE goo O ROCK CHIPS 19. Contractor to verify location of all landscape lot services with owner prior to installation. 0 NOT TO SCALE �_ V < Q 10 3® FEMALE ADD. 20. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe ® ® ® M 6 manufacturers recommendations. w Go _ zy ti �v 11 LOCATER WIRE 3 7 5 7 8 21. All valves must be at most 10' from the street Right of way, unless otherwise shown. o, 12 3" PVC PLUG MARKER, STEEL 1' POST 4 22. All valves at street crossings shall be on both sides of streets. 13 2 23. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. "MODIFIED" TYKE A RISER 24. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. LONG SIDE SERVICE 25. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install NOT TO SCALE new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. W ZW 26. Retain and protect all existing utilities and irrigation facilities. o 27. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in the pipe (even if not shown). E=4 Z o z 28. Wherever the pressure irrigation line crosses the gravity irrigation or storm drain and there is a conflict, the pressure irrigation line shall go below the gravity irrigation or storm drain and a drain shall be installed at M.y the low point of each location, unless the pressure irrigation line can go over the gravity irrigation or storm UJ drain and still have a minimum cover of 30". � IC U) !� :D J 29. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of Z [�■°{ Z C/) minimum cover. ® �= Cf) I- LLJ I1J 30. Contractor shall install a service to every lot including common lots, even if not shown. 0 31. The pressure irrigation system must be built to the standards of the irrigation district in which it is I- being constructed. Z 32. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental N Quality (DEQ) and the City of Meridian Water Department. j ® SCALE 1"=40' CV) W DWG.DATE 03/31/2021 Z O PROD. NO. 210308 ® a SKEET 15 OF 16 Q W 00 < P I R R- LL Z 0 SHEE?S/2I0305-PIR.DWI G 11.5' 32.5' 00 MONITORING WELL, u- INSTALL LID TO GRADE (TYP.) SEEPAGE BED KEYNOTE LIST C: .= aAt- IS E]I ITEM DESCRIPTION =2i CL 0 0 7 t MAXIMUM ELEVATION MAXIMUM ELEVATION MAXIMUM ELEVATION F ROCK "A" OF ROCK "A" 1 Y2- 2- CLEAN DRAIN ROCK. 0 Mwf 0 .1 .. Nwf Nwf Nwf s 46 FINE AGGREGATE WILI MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR nFILTER SAND" (D 40 Wff nRo SEE TABLE 1 OF THE ISPWC. t NF" NF" U so 'Es Ro Lui nRo 30 MIL PVC LINER, ACROSS BOTTOM OF ROCK AND ALONG OUTSIDE EDGE OF ROCK. LINER SHALL BE PERF. HA PERF. (TOP HALF)18 HALF) 18 Ro > CONTINUOUS (SEAMS FACTORY SEALED) OR CONTRACTOR SHALL PROVIDE 12- OVERLAP AT SEAMS. C i - (PERF.) e-2 ou ADS N-12 PIPE. ADS N-12 PIPE. 15 (SLOPE BOTTOM OF LINER UNDER ROCK PORTION OF SEEPAGE BEDS (1%) TOWARDS SAND.) E E F I. 0 N 12- (PERF.)- ADS N-12 PIPE, O_ SEE DUAL, THIS SHEET SEE DETAIL, THIS SHEET SEE PLAN SHEET CL N-12 PIPE, �, c:,& O ADS >A . - -_2 c SEE PLAN SHEET BOTTOM ELEVATION WOVEN FILTER FABRIC PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) (INSTALL BETWEEN ROCK 05 0-1-1 m BOTTOM ELEVATION BOTTOM ELEVATION - ELEVATION Q AND SAND AS SHOWN) ,��a ------01- .1'. : , -.6 BOTTOM OF ROCK "Bn BOTTOM ELEVATION OF ROCK "B" OF ROCK "B" 2 O:g - OF ROCK = "D" Ilr 11T Uwf NON-WOVEN FILTER FABRIC TOP & SIDE PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) OF ROCK "D" INSTALL DRAINROCK Li Z COMPACTED STABLE COMPACTED STABLE 1' INTO FREE DRAINING MATERIAL 0 0 -g A2 j . SUBGRADE SUBGRADE BOTTOM ELEVATION STABLE SUBGRADE LjL p =o 2 E:L' BOTTOM ELEVATION MONITORING WELL PER ACHD OF SAND = V MONITORING WELL PER ACHD MONITORING WELL PER ACHD OF ROCK "C" SUPPLEMENTAL STANDARD DWG. SUPPLEMENTAL STANDARD DWG. SUPPLEMENTAL STANDARD DWG. uj :2.A V-2; d'g SD-627. MONITORING WELL TO BE SECTION VI EW SD-627. MONITORING WELL TO BE SECTION VIE SD-627. MONITORING WELL TO BE SEEPAGE BED NOTES: 2 1' BELOW ROCK OR PITRUN/SAND 1' BELOW ROCK OR PITRUN/SAND 1' BELOW ROCK OR PITRUN/SAND SECTION VIEW 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. zk-�sf E SB ELEVATION TABLE 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN EL 0 SIB ELEVATION TABLE ELEVATION FOR THE INFILTRATION FACILITY. TNE- I nFn I G" APPROXIMATE DESIGN RATE Q SB # "D" F 8-i4 -G,, JAPPROXIMATE DESIGN GROUNDWATER ELEV INFILTRATION - Q.2 FSB # "BN "D's IN 7- GROUNDWATER INFILTRATION RATE 1 3. IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE f '.-' s 11A 12529.60 [2�5�.50 25.60 1 2526.55 1-1 4.1- 1 2525.2± 8N/hr TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, -6-6�& 10 1252 25.31 1 2526.25 1 2527.60 1 4.4' 1 2524.1± 1 8N/hr CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO .2 1 y g 2529.60 [252L550 1-1-.12527.101 4.1' 1 2525.4± 8N/hr ACHIEVE THE REQUIRED INFILTRATION. I .85 Zo :5 z 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION, INCLUDING LINER INSTALLATION. 4 1-4 ® cc 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. K. s MONITORING WELL TO BE 8 t 1 (CAP END) 1 (CAP END) 1 (CAP END 11' (CAP END rXI O:g !jp CENTERED BETWEEN PIPE 6. SEE STORM DRAIN PLANS SHEET SD-11 FOR BED ORIENTATION AND ADDITIONAL INFORMATION. :E TYP. ALL PIPES TYP. ALL PIPES AND OUTSIDE OF BED OF PIPE) OF PIPE) - V o o a w -v-75 5 -22 END PER END PERK 1� D PERF. _F El PIPE Or.) Lo PIPE IT PIPE -U.) 'SAL u- a_ �� s_ NOTE: R_, I MONITORING WELL TO BE I I MONITORING WELL TO BE 12" OR 15"0 PVC PERFORATED DRAIN PIPE, 0 CN CENTERED BETWEEN PIPE CENTERED BETWEEN PIPE PERFORATIONS SHALL BE IN ACCORDANCE WITH 31 AND OUTSIDE OF BED AND OUTSIDE OF BED zs AASHTO M304-03 AND ORIENTED UPWARD FROM OF ALL AROUND (ACCEPTABLE PIPE REPLACEMENT- ADS N-12 HDPE PERFORATED PER AASHTO M-294). a' 0. C:, R® I®I C) a IM 2 c) 415. Lu 12" OR 15"' PIPE PERFORATION AROUND) DETAILcao- BEGIN PERF. BEGIN cao- BEGIN 1 C) PIPE (M.) PERF.. PIPE PERF. PIPE (SEE SHEET SD- FOR PIPE SIZES) Uj CL 0 ca 0 Co SEE PLAN VIEW SEE PLAN MEW SEE PLAN VIEW _Lj 1 11 ft- Pf) 4.5' OUTSIDE BED 29 OUTSIDE B A 16.25' OUTSIDE BED NOTE: Ent L_ cj 0') y 8 En (0� 50' MIN. 0 50' MIN. V 50' MIN. 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS n Go C> 11.50 33.5' 1.5 2'_ SHALL BE IN ACCORDANCE WITH AASHTO M304-03 cc AND ORIENTED UPWARD FROM TOP HALF us ui 0 x MONITORING MONITORING MONITORING of u� 44 11.5' 32.5' (ACCEPTABLE PIPE REPLACEMENT. 118"0 ADS N-12 WELL WELL WELL U) HDPE PERFORATED PER AASHTO M-294). 0 PLAN VIEW PLAN VIEW PLAN VIEW NQ E 2�? < < co N.T.S. N.T.S. N.T.S. oom ca of m SEEPAGE BED #10 SEEPAGE BED #11 A SEEPAGE BED #11 B 18" PIPE PERFORATION (TOP HALF) DETAIL 2� " (WATER QUALITY STORAGE) (OVERFLOW STORAGE) c1q 0 0 c/) _j < 2- 590 2s uj 0 ' ROW E-0 7.5' ACHD 48 low 7.5' ACHD Z m SIDEWALK SIDEWALK < EASEMENT E 24' 24' t FASEM i 5' SIDEWALK cr 5'SW 89 16.5' 16.5' 8' 5SW i is 5" CONCRETE no do Bo. -.40 NO.- do MIN LANDING LANDING 0.5' 7.5' 7.5' 1.5% MAX. - .40 - 1 05 SLOPE 1' LANDING2' 14.5' 14.5' 20 1' LANDING 0 1 f LANDING NON No No 1 LANDING NQTE: Z ONO "i cf) 1% GEOTECHNICAL INFORMATION PROVIDED BY MATERIALS ( A I -�o�00 z z 0 -Fcpos2p .5% B B .75Z 6��ooa® TESTING & INSPECTION. REPORTS DATED: OCTOBER 26, o 0 y -2.07. -2.0% oowv 2017 AND ADDENDUM NO. 1 DATED JULY 19, 2019. 0 F-- Z \'�--4- OF 3/4- MINUS GROUNDWATER MONITORING PROVIDED BY MATERIALS TESTING & INSPECTION FROM OCTOBER 18, 2017 TO CRUSHED GRAVEL D CIE& F OCTOBER 25, 2020. I0>- LLJ I LA_ �& (b U-I - 1121: lc c>1 5" WIDE SIDEWALK v-- Z I- t 2.50 ASPHALTIC PAVEMENT D 4N"OF 3/4" MINUS CRUSHED GRAVEL 4__1 @ PER ACHD SUPPLEMENT TO I.S.P. C. SD-709 N 0 C/) S2 C-D c:) 3" ROLLED CURB AND GUTTER SEE ACHD E 14 OF 60 MINUS PIT RUN GRAVEL 04 SUPPLEMENT TO ISPWC SD-702 F COMPACTED STABLE SUBGRADE SIDEWALK NOTE: 5" CONCRETE SIDEWALK - SEE ACHD SIDEWALK SHALL HAVE A CROSS SLOPE 0 SCALE NO SCALE cn u_ SUPPLEMENT TO ISPWC SD-709 OF 1.5% TO TOP BACK CURB. C:) DWG.DATE 03/311/2021 STREET SECTION 48' RIGHT- OF- WAY 2) j > PROJ. NO. 210308 3 ROLLED CURB DETACHED SIDEWALK z 0 w NOTE: LOCAL STREETS SHALL BE A SP-3 0.5 INCH Gu) MIX, PG 58-28. 0 SHEET 16 OF 16 m < us o LL Z 0 /SHEETS/210308-DT2.DWG