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DEVELOPMENT PLANS
GENERAL 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (I.S.P.W.C.), the City of Meridian Supplemental Specifications to the I.S.P.W.C. and the requirements of the Ada County Highway District (ACHD). The more stringent of any of these standards shall be the controlling standards or specifications. 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site at all times during construction (available on the website). Failure to have a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. All Contractors, Subcontractors and Utility Contractors shall attend a pre -construction conference (or an on-site meeting with the City of Meridian Project Inspector) prior to start of work. 4. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 5. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 6. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 7. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 8. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 9. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. The electrical contractor will be provided a street light map by the Meridian Public Works and Building Department, with the issuance of an Electrical Permit. 10. Soils Report prepared by ALLWEST Testing & Engineering, LLC dated December 12, 2016. Contractor shall have a copy of this report on the job site at all times. 11. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements are in place and functioning. 12. The Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body. The contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction area. 13. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the exact locations of all existing utilities before commencing work. The Contractor assumes all responsibility for any and all damage caused by his failure to exactly locate and preserve any and all underground utilities. 14. Work subject to approval by any political subdivision or agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Work done without such approval does not relieve the Contractor from the responsibility from performing the work in an acceptable manner. 15. The Design Engineer shall submit Record drawings to the Public Works Department as prescribed in City of Meridian Memorandum dated 8-26-09 before final acceptance is given to the project. 16. Only plan sets stamped "Approved for Construction" and signed by the City Engineer or his authorized representative shall be used by the project Contractor(s). Use of any plans on the job without the "Approved for Construction" shall be grounds for the issuance of a stop work order. 17. Locate subsurface stormwater disposal facility (including infiltration beds and drywells) at least 25 feet from water mains. This requirement does not apply to catch basins or sand and grease vaults. 18. The Contractor shall keep on site at all times a copy of the approved construction plans on which is recorded the actual locations of the constructed pipeline and any other utilities encountered. The contractor shall provide these locations to the Design Engineer for use in the production of record drawings per City of Meridian memorandum dated 8-26-09 prior to final acceptance of the pipeline installation. ROADWAYS - (PRIVATE & ACHD) 1. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD supplemental specifications. No exceptions to district policy, standards, and the ISPWC will be allowed unless specifically and previously approved in writing by the district. 2. All contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 3. ACHD and the owner's engineer will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. Contact ACHD inspection services at 387-6284. 4. Meridian Public Works and the owner's engineer will inspect storm drainage improvements serving private roads and parking lot improvements outside the public right-of-way. 5. When discrepancies occur between plans and specifications, the contractor shall immediately notify the engineer. untimely notification shall negate any contractors claim for additional compensation. 6. All tops of valve boxes and sewer manholes shall be set flush with the slope of the finished street grades. The roadway contractor shall install and adjust all spacers, grade rings, manhole rings and lids. 7. Existing a.c. pavement shall be cut to a neat straight line parallel or perpendicular to the street centerline and the exposed edge shall be tacked with emulsion prior to paving. 8. All costs of retesting for previously failed tests shall be backcharged to the contractor by the owner. 9. All costs to the contractor incurred in correcting deficient work shall be to the contractor's account. failure to correct such work will be cause for a stop work order and possible termination. 10. All water valves will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements. 11. There must be at least a one (1) foot separation between back of sidewalk (or curb if no sidewalk) and the leading edge of any fire hydrant. 12. Over excavation and additional granular backfill may be required in high groundwater areas which are to be determined by the field inspector. 13. Clearing and grubbing and removal of obstructions shall be in accordance with I.S.P.W.C. section 201. 14. Excavation and embankment shall be in accordance with I.S.P.W.C. section 202. 15. Structural excavation and compacting backfill shall be in accordance with I.S.P.W.C. section 204. 16. Dewatering shall be in accordance with I.S.P.W.C. section 205. 17. Permanent erosion control shall be in accordance with I.S.P.W.C. section 206. 18. Permanent stormwater best management practices shall be in accordance with I.S.P.W.C. section 207. 19. Uncrushed aggregate (3 -inch minus) shall be per I.S.P.W.C. section 801. 20. Crushed aggregate base 3/4 -inch (type i) shall be per I.S.P.W.C. section 802. 21. Drainage geotextile (type i) shall be per I.S.P.W.C. section 2050. 22. Roadway construction will meetspecific details and requirements of the specified I.S.P.W.C. standard drawings. 23. The engineer of record certifies that the plans are prepared in substantial conformance with the ACHD policy and standards in effect at the time of preparation. The engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. All variances from ACHD policy shall be approved in writing. The following variances, listed by date and short description, were approved for the project: None. DEVELOPER S3 INVESTMENTS L.P STEVE L. SCHMIDT, GENERAL PARTNER 1937 S. ROOSEVELT BOISE, ID 83705 DEVELOPMENT PLANS FOR CINDER ROAD APARTMENTS A PARCEL OF LAND LOCATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 24, T.3N., R.1W., B.M., MERIDIAN, ADA COUNTY, IDAHO 2017 WATER (CITY OF MERIDIAN) 1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds drainage swales). The pipe material used for sleeving must be impervious to contamination from petroleum products and must be approved by the Idaho Department of Environmental Quality. 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the City of Meridian Standard Supplemental Specifications and Standard Drawings. 8. Five (5) feet of cover shall be provided for all water mains located in a section line road. Five feet of cover may be necessary for some mid-section line roads; see plans. Four (4) feet of cover shall be provided for all other water mains. 9. Locate subsurface storm water disposal facilities (including underline ponds, infiltration beds and drywells) at least 25 feet from main water lines. This requirement does not apply to catch basins or sand and grease vaults. 10. The Contractor shall notify the Public Works Department two (2) days before initial construction begins and shall also request inspection of water lines and appurtenances twenty-four (24) hours in advance of backfilling. 11. All thrust blocking shall comply with the City of Meridian Standard Supplemental Specifications and Standard Drawings. SEWER (CITY OF MERIDIAN) 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16 as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage swales). 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service lines and fittings. 6. The Contractor shall conduct an air pressure test and television inspection after all underground utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final acceptance of the sewer. 7. All CCTV inspections shall be completed by third party testing firm. 8. All sewer pipe and appurtenances shall comply with applicable portion of Division 500 of the City of Meridian Supplemental Specifications and Standard Drawings. 9. The Public Works Department will inspect all public sewer construction whether within public right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours prior to the start of construction, and again twenty-four (24) hours prior to pouring concrete collars. PRESSURIZED IRRIGATION (CITY OF MERIDIAN) 1. Install all crossings of the Public Rights -of -Way, private roadways and travelways with pressure irrigation at a maximum depth of two -and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Public Works Department and ACHD shall inspect all crossings prior to backfilling. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the words DANGER -UNSAFE WATER or NON -POTABLE WATER clearly marked along its length. Place the tape between six (6) inches below the surface and eighteen (18) inches above the top of the pipe. 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public Right -of -Way, private roadways and travelways. 7. 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 Quality (DEQ) and the City of Meridian Water Department. 8. The Public Works Department shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance notice is required. DRAINAGE (CITY OF MERIDIAN) 1. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works Department on site at all times. 2. Any change from the plans shall be approved by the designer and the City of Meridian Public Works Department. 3. The Contractor shall contact the City of Meridian Public Works Department for inspection of all storm water facilities prior to the placement of filter fabric. Minimum 24-hour notice is required. Approval is contingent upon inspection. 4. Separation from the bottom of the drainage facility to seasonal high groundwater shall be a minimum of 3'. Contact Engineer for revised drainage facility design if bottom of facility is within 3' of seasonal high groundwater elevation. Re -designed facility shall be approved by the Public Works Department. PROJECT MANAGER CONGER MANAGEMENT GROUP INC 4824 W. FAIRVIEW AVE. BOISE, ID 83706 (208) 336-5355 SURVEYOR CARL PORTER, P.L.S. SAWTOOTH LAND SURVEYING LLC. 2030 S. WASHINGTON AVE. EMMETT, ID 83617 (208) 398-8104 CIVIL ENGINEER JIM E. COSLETT, P.E. ROCK SOLID CIVIL LLC. 270 N. 27TH STREET BOISE, ID 83702 (208) 342-3277 VICINITY MAP 1"= 1500' NAVD 88 DATUM UTILITY REPRESENTATIVES UTILITY REPRESENTATIVES PHONE GAS INTERMOUNTAIN GAS 208 377-6839 ELECTRICITY IDAHO POWER - TELEPHONE CENTURY LINK SEWER CITY OF MERIDIAN 3 WATER CITY OF MERIDIAN4433 ROADS ADA COUNTY HIGHWAY DISTRICT - IRRIGATION NAMPA MERIDIAN IRRIGATION DIST.466-7861 FIRE ICITY OF MERIDIAN 208 888-4433 CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING Kmwwnars'below. UNDERGROUND WORK Call 6ehnyaudi 208-342-1585 LEGEND TB X X X ❑ ❑ G -EP-EP-EP- - EP EP EP- - - - -EG - - - - -EG OHP -W- - - - -W- - - - -SS- - - - -ss- 2830________ 2829 S-2830- 2829 It O SSMH OWMH W wv X OB0 ® PIV Cal ❑T OLM 0 RIM AS SW CON TVC CL FL GL PROPERTY BOUNDARY LINE SECTION LINE LOT LINE EASEMENT EXISTING CONCRETE EXISTING TOP -OF -BANK EXISTING WIRE FENCE EXISTING WOOD FENCE EXISTING UNDERGROUND GAS EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EXISTING OVERHEAD POWER EXISTING WATER MAIN EXISTING SEWER MAIN MAJOR 5' CONTOUR MINOR 1' CONTOUR NEW FIRE HYDRANT EXISTING SEWER MANHOLE EXISTING WATER MANHOLE EXISTING FIRE HYDRANT EXISTING WATER SPIGOT EXISTING WELL EXISTING WATER VALVE EXISTING WATER BLOW -OFF EXISTING PIRR VALVE EXISTING POWER POLE EXISTING SERVICE POLE EXISTING LIGHT POLE EXISTING A/C UNIT EXISTING TELEPHONE RISER EXISTING GAS LATERAL MARKER FOUND 5/8" REBAR AS NOTED EXISTING TREES / SHRUBS GRATE ELEVATION ASPHALT SIDEWALK CONCRETE SURFACE TOP OF VERTICAL CURB CENTERLINE FLOW LINE GARAGE LIP SHEET INDEX C1. COVER SHEET, INDEX, & NOTES C2. HORIZONTAL CONTROL PLAN C3. ACHD FRONTAGE PLAN C4. GRADING & DRAINAGE PLAN C5. DETAILS C6. SEWER & WATER PLAN / PROFILE C7. PRESSURE IRRIGATION PLAN C8. STREET LIGHT PLAN C9. SWPPP 0 aI-I"IMI-4- Y) w w ZO Z U LL_ C/') C-) C� O = LLJ Q cnz>- WON W W m a:f o��oa- C:) Q:� CL Of Z ~ O W V)I- Z a- O � Q cn- 71 CD QQ W Cn> W Wp V) Of W ¢ z U I-_ W ¢ O J Cn L7 J (n C) W� J W W z Q= L J Q x U Q O_ W 0 Z � U J E F z O= O Q (D Z3 F__ O Q p w(n O� O LLJ EE = CD � CoO O U = of U �_ W P z a. 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W z O Q) z L.LI Q E z 0 0 LU O/ z A LU 06 G LU M Q0 z Of Qw � W w z �J U) LU M Of o� LU -I O Q) E E z o U A t, o Stamp iS\ONAL F c �6\STE "0 6 P lF of \0 �Mf• COS\-��i Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 Sheet No. C1 1 of 9 W ► ► II I I ►► ► I ► I II ► I ► III 5 �I ►I III III Q III I IIIIII I I 3 I PGWFRPD�ill W/ DRIPco q II I II I In S �I I 0i I ►► ► 0 � III q III a III � W LO I Ex c I- N> IRR BfH I �I III I I I � III � III I I III I 8 00 I I —vm- I II \ -W- - - - -W- t - W- -- — EP I M I I I I GROUT CAP (1" CROWN) 6" 0 STEEL PIPE — COLUMN FILLED W/CONCRETE 0000 r7 r 7" BARREL HINGE w/ GREASE < FITTING WELDED TO FRAME AND BOLLARD (ENSURE 120° OF GATE SWING) CFF PI ANC FnR winTH 24" CANE BOLT WELDED TO FRAME PROVIDE 6" RECESSED VERIFY DIAMETER PIPE IN CONCRETE W/STRUCT. r"T% A !Y TT TlA T/ -1T !N n TTl T1 �11r.1 rnv1N1 V1Pjvv -NTS- DECORATIVE CONC. CAP (PRE -CAST / GREY) 36�x8O" ACCESS DOOR WALL BEHIND COL. ATE BE FRAME TAL DECKING ZOVED EQUAL) -NTS- UNSUBDIVIDED R-8 -NTS- NOTES: 1. CONCRETE TO BE 4,000 psi. MIN. STRENGTH. 2. FIBER MESH CONCRETE CAN BE USED IN LIEU OF #10 GAUGE WIRE REINFORCEMENT. 3. EXPANSION JOINT TO BE PLACED IN MIDDLE OF APRONS AND AT 6' OC. FUTURE FALL CREEK SUBDIVISION TE -1 3 0' REC. CART o 12Q C Z 8 YD TRASH °\ DUMPSTER TE -2 1314 R-8 O O O O GRASS LAWN S LAWN W M M 30 0 15 30 60 SCALE IN FEET 1" = 30' KEYNOTES DEMO AND REMOVE EXISTING INFRASTRUCTURE (TO INCLUDE BUILDINGS, FENCES, CONCRETE, AND ASPHALT) RETAIN AND PROTECT EXISTING TREES AS INDICATED (33 TOTAL) TEMPORARILY CIRCLE PROTECTED TREES WITH CONSTRUCTION FENCING / ALL TREES NOT BEING PROTECTED SHALL BE DEMOLISHED AND REMOVED FROM THE SITE IN ACCORDANCE WITH LOCAL STANDARDS CAP & ABANDON BOTH EXISTING WELLS ONSITE IN ACCORDANCE WITH LOCAL STANDARDS CONTRACTOR TO LOCATE EXISTING SEPTIC TANKS AND SEPTIC DRAIN -FIELD FOR REMOVAL IN ACCORDANCE WITH LOCAL STANDARDS DEMO AND REMOVE EXIST. UTILITY POLE AND OVERHEAD POWER SERVICING ONLY DEMOLISHED HOUSE SITE BENCHMARKS: NAVD '88 DATUM 1. NONE IDENTIFIED. 2. CONTRACTOR TO HAVE SURVEYOR PROVIDE TEMPORARY BENCHMARKS PRIOR TO CONSTRUCTION. SITE CHARACTERISTICS: ZONING: R-15 / MULTI -FAMILY CUP AREA: 4.35 ACRES BUILDINGS: (16) 4-PLEX APARTMENT BUILDINGS [63 - APARTMENT UNITS (986 SF EACH)] [1 - MAIN OFFICE UNIT] PARKING SPACES: REQUIRED: 126 - STALLS (APARTMENTS) [63 (MIN) TO BE ENCLOSED] [6 (MIN) TO BE HANDICAP] 1 - STALL (MAIN OFFICE) 6 - BICYCLE PARKING (APARTMENTS) PROVIDED: 127 - STALLS (APARTMENTS & OFFICE) [68 COVERED] [8 HANDICAP] 30 - BICYCLE PARKING (APARTMENTS) HORIZONTAL CONTROL PLAN NOTES: 1. BUILDING TIES ARE TO FACE OF FOUNDATION (SEE ARCHITECTURAL PLANS FOR EXACT FOUNDATION DIMENSIONS). 2. SURVEYOR TO CONFIRM ACAD FILE COORDINATES WITH FINAL AGENCY APPROVED HARD COPY OF HORIZONTAL CONTROL PLAN DRAWINGS. 3. THIS PROJECT BOUNDARY WAS TAKEN FROM SURVEY BY SAWTOOTH LAND SURVEYING. 4. SEE ARCHITECTURAL PLANS FOR BUILDING DETAILS AND LANDSCAPE PLANS FOR LANDSCAPE DETAILS. 5. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND FOUNDATION SECTIONS. 6. COORDINATE WITH SURVEYOR FOR PLACEMENT OF TEMPORARY BENCHMARKS. z C) U z rC) V O O QL 0 z V CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING wwiiatsglOW. UNDERGROUND WORK Gallhefare udi 208-342-1585 c 0 Q c .N o a> 0 0 GROUT CAP (1" CROWN) TYP. 8"x8"x16" NOMINAL C.M.U. (SPLIT -FACE STYLE) (GREY IN COLOR) J 6" 0 STEEL PIPE � BOLLARD FILLED 00 V 0 0 �M W/CONCRETE �OD r - WE 0- r? O O N U #9 DUROWALL LADDER O > M > J00 TYPE HORIZ. REINFORCING ,n� O N N 5 z Cy 0 0U NOTE: REFER TO STRUCT. @ 16" O.C. 7.DRAWINGS N a 3 N N FOR COMPLETE � c 0 0 3 �ZO DETAILS # 4 VERTICAL BARS � o WS VNN 0C) @ 24" O.C. MAX. IN M GROUTED CAVITY N> I °I REINFORCED CONC. I I z APRON SLOPED TO 00 ] I, DRAIN (SEE DETAIL FINISH GROUND THIS SHEET) CONT. # 4 BARS 24" I k M @ 9" O.C. MAX MIN I I ;• LJ 18" MIN TRASH ENCLOSURE (TYP.) WALL SECTION -NTS- UNSUBDIVIDED R-8 -NTS- NOTES: 1. CONCRETE TO BE 4,000 psi. MIN. STRENGTH. 2. FIBER MESH CONCRETE CAN BE USED IN LIEU OF #10 GAUGE WIRE REINFORCEMENT. 3. EXPANSION JOINT TO BE PLACED IN MIDDLE OF APRONS AND AT 6' OC. FUTURE FALL CREEK SUBDIVISION TE -1 3 0' REC. CART o 12Q C Z 8 YD TRASH °\ DUMPSTER TE -2 1314 R-8 O O O O GRASS LAWN S LAWN W M M 30 0 15 30 60 SCALE IN FEET 1" = 30' KEYNOTES DEMO AND REMOVE EXISTING INFRASTRUCTURE (TO INCLUDE BUILDINGS, FENCES, CONCRETE, AND ASPHALT) RETAIN AND PROTECT EXISTING TREES AS INDICATED (33 TOTAL) TEMPORARILY CIRCLE PROTECTED TREES WITH CONSTRUCTION FENCING / ALL TREES NOT BEING PROTECTED SHALL BE DEMOLISHED AND REMOVED FROM THE SITE IN ACCORDANCE WITH LOCAL STANDARDS CAP & ABANDON BOTH EXISTING WELLS ONSITE IN ACCORDANCE WITH LOCAL STANDARDS CONTRACTOR TO LOCATE EXISTING SEPTIC TANKS AND SEPTIC DRAIN -FIELD FOR REMOVAL IN ACCORDANCE WITH LOCAL STANDARDS DEMO AND REMOVE EXIST. UTILITY POLE AND OVERHEAD POWER SERVICING ONLY DEMOLISHED HOUSE SITE BENCHMARKS: NAVD '88 DATUM 1. NONE IDENTIFIED. 2. CONTRACTOR TO HAVE SURVEYOR PROVIDE TEMPORARY BENCHMARKS PRIOR TO CONSTRUCTION. SITE CHARACTERISTICS: ZONING: R-15 / MULTI -FAMILY CUP AREA: 4.35 ACRES BUILDINGS: (16) 4-PLEX APARTMENT BUILDINGS [63 - APARTMENT UNITS (986 SF EACH)] [1 - MAIN OFFICE UNIT] PARKING SPACES: REQUIRED: 126 - STALLS (APARTMENTS) [63 (MIN) TO BE ENCLOSED] [6 (MIN) TO BE HANDICAP] 1 - STALL (MAIN OFFICE) 6 - BICYCLE PARKING (APARTMENTS) PROVIDED: 127 - STALLS (APARTMENTS & OFFICE) [68 COVERED] [8 HANDICAP] 30 - BICYCLE PARKING (APARTMENTS) HORIZONTAL CONTROL PLAN NOTES: 1. BUILDING TIES ARE TO FACE OF FOUNDATION (SEE ARCHITECTURAL PLANS FOR EXACT FOUNDATION DIMENSIONS). 2. SURVEYOR TO CONFIRM ACAD FILE COORDINATES WITH FINAL AGENCY APPROVED HARD COPY OF HORIZONTAL CONTROL PLAN DRAWINGS. 3. THIS PROJECT BOUNDARY WAS TAKEN FROM SURVEY BY SAWTOOTH LAND SURVEYING. 4. SEE ARCHITECTURAL PLANS FOR BUILDING DETAILS AND LANDSCAPE PLANS FOR LANDSCAPE DETAILS. 5. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND FOUNDATION SECTIONS. 6. COORDINATE WITH SURVEYOR FOR PLACEMENT OF TEMPORARY BENCHMARKS. z C) U z rC) V O O QL 0 z V CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING wwiiatsglOW. UNDERGROUND WORK Gallhefare udi 208-342-1585 c 0 Q c .N o LL_ w CD z CD LL_ U C� p ::D L Q cnz>- wpN W W m (Y Lli CD w p C:)QfwOf� z ~ p w cnI— z a- p � Q cn z CD Q Q w w o w Q z U m W ¢ CD J � J co zo'�wW ��5 z Q=� J Q x U Q — a- w o Z J z a CD = O Q U O Q p w(n CD� O LLJ �LL_ = CD �ppU=fY LL1UD:f LL__ tY z m = Z 3: p c Z Z 0 Lu E LUelfQ Q 0 Of Q LU � Z J LU M Z o ti J (� Stamp 0 E 0 z N 0 N P lF O F \0 �Mf• COSH-�'�i Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 Sheet No. C2 2 of 9 a> 0 0 J V 0 0 �M �OD r - WE 0- r? O O N U O > M > J00 O N N 5 Cy 0 0U � r L o N a 3 N N � c 0 0 3 �ZO � o WS VNN 0C) M LL_ w CD z CD LL_ U C� p ::D L Q cnz>- wpN W W m (Y Lli CD w p C:)QfwOf� z ~ p w cnI— z a- p � Q cn z CD Q Q w w o w Q z U m W ¢ CD J � J co zo'�wW ��5 z Q=� J Q x U Q — a- w o Z J z a CD = O Q U O Q p w(n CD� O LLJ �LL_ = CD �ppU=fY LL1UD:f LL__ tY z m = Z 3: p c Z Z 0 Lu E LUelfQ Q 0 Of Q LU � Z J LU M Z o ti J (� Stamp 0 E 0 z N 0 N P lF O F \0 �Mf• COSH-�'�i Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 Sheet No. C2 2 of 9 M d3� EP—EP—EP 20 0 10 20 40 SCALE IN FEET 1" = 20' - - - - - - - - - - - — P ---— — ——— S 0 S8 N S8 �8S8 C`4 SS y� S S8G - R� I �t ----- qs3� 6>C11- 00 NN 'G� I 2+00 EP I -W- - -dam W- Zl 0 J 90 12' RT / 17' RX 1+85.00 2618.19 EP / /� Z 7.97 EP /6 �� o / ,4 n CITY OF MERIDIAN SEWER & WATER EASEMENT a L IND C � 3+00 3+50 +72.62 M CV 16 RS 21 51 ao — o _W— - — W �i EP E�N N — N h6icdd 17' RT 37' RT 3+72.62 4 T� s�0 +52.62 2614.60 EP 2 9 261 .40 EP nNOUNMla EPS EP -__EP KEYNOTES O BORROW DITCH BOTTOM (2'W x 1001) 2O BIORETENTION SOIL MEDIA WINDOW (2'W x 3'D x 61) O SAW CUT MIN 2' INTO EXISTING PAVEMENT (REPAIR PER ACHD SD -303 & SD -806) (SEE ACHD PAVEMENT REPAIR NOTES THIS SHEET) ® CONST. 5' CURB TERMINUS (PER I.S.P.W.C. SD -707) 50 CONST. PED RAMP (PER I.S.P.W.C.) TRUNCATED DOMES SHALL BE RIGID INSERTS WET -SET INTO CONCRETE COLORED TRAFFIC YELLOW (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) CONTRACTOR TO VERIFY CROSS SLOPE NOT TO EXCEED 1.75% ±0.25% AND RAMP SLOPE NOT TO EXCEED 8.33% (NO TOLERANCES ALLOWED) (D INSTALL TYPE II SIDEWALK TERMINUS BARRICADE W/KICKPLATE AT BASE (PER ACHD SD -1132A) ACHD PAVEMENT REPAIR NOTES: ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. ALSO REFERENCE I.S.P.W.C. SD -301; ACHD SUP. DWG SD -303; & ACHD SUP. DWG SD -806. 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY THE DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 6) MATCH EXIST. STREET/DRIVEWAY SECTION OR USE THE FOLLOWING: 3" OF ASPHALT OVER 4" OF 3/4" MINUS CRUSHED AGGREGATE OVER 26" OF 6" MINUS PIT RUN. WHICHEVER SECTION IS GREATER MUST BE USED. N O M aI-I"IMI-4-I J E z a --- - Z 0 N - � N O O �M O V �00r- EP QW9 ----- o--- -- --- --- - - - 6' — J> m omoa J SAWCUT Para+ 3' 21' 6' O N N O �- -VARIES VARIES- 2% -O r L 2 Ui CO N a 3 O) U C 0 0`m Z 0 m a �o C � 3+00 3+50 +72.62 M CV 16 RS 21 51 ao — o _W— - — W �i EP E�N N — N h6icdd 17' RT 37' RT 3+72.62 4 T� s�0 +52.62 2614.60 EP 2 9 261 .40 EP nNOUNMla EPS EP -__EP KEYNOTES O BORROW DITCH BOTTOM (2'W x 1001) 2O BIORETENTION SOIL MEDIA WINDOW (2'W x 3'D x 61) O SAW CUT MIN 2' INTO EXISTING PAVEMENT (REPAIR PER ACHD SD -303 & SD -806) (SEE ACHD PAVEMENT REPAIR NOTES THIS SHEET) ® CONST. 5' CURB TERMINUS (PER I.S.P.W.C. SD -707) 50 CONST. PED RAMP (PER I.S.P.W.C.) TRUNCATED DOMES SHALL BE RIGID INSERTS WET -SET INTO CONCRETE COLORED TRAFFIC YELLOW (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) CONTRACTOR TO VERIFY CROSS SLOPE NOT TO EXCEED 1.75% ±0.25% AND RAMP SLOPE NOT TO EXCEED 8.33% (NO TOLERANCES ALLOWED) (D INSTALL TYPE II SIDEWALK TERMINUS BARRICADE W/KICKPLATE AT BASE (PER ACHD SD -1132A) ACHD PAVEMENT REPAIR NOTES: ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. ALSO REFERENCE I.S.P.W.C. SD -301; ACHD SUP. DWG SD -303; & ACHD SUP. DWG SD -806. 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY THE DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 6) MATCH EXIST. STREET/DRIVEWAY SECTION OR USE THE FOLLOWING: 3" OF ASPHALT OVER 4" OF 3/4" MINUS CRUSHED AGGREGATE OVER 26" OF 6" MINUS PIT RUN. WHICHEVER SECTION IS GREATER MUST BE USED. N O M aI-I"IMI-4-I a ALL w�z0 z (--D LL_ U co�3��¢ cnz>-wON w w m a:f o��oa- C) Qf w O z ~ O w V)¢ z a- I—O � ¢ cn z CD LLi ¢ Q w_ w � Z � V) w ¢ q � w ¢ O J (n C:) W �J�wJ CD ZOf�JF -- Cr z¢_ L J Q X U Q a- w 0 Z C U J Of E F z a CD= ON ¢ O � O Q p w CD O LLJ = O U O U 3: = Ld UD:f �_ � F__ z m = z §E O J E z a E Z 0 N - � N O O �M O V �00r- EP QW9 N O_ M O O � N U >O 6' — J> m omoa J SAWCUT Para+ 3' 21' 6' O N N O �- -VARIES VARIES- 2% -O r L 2 Ui CO N a 3 O) U C 0 0`m Z 0 m a �o 3" OF ASPHALT PAVEMENT DEEP BORROW DITCH WITH V^ w N w 0 � U (PER ACHD SUP.DWG. SD -709) M a ALL w�z0 z (--D LL_ U co�3��¢ cnz>-wON w w m a:f o��oa- C) Qf w O z ~ O w V)¢ z a- I—O � ¢ cn z CD LLi ¢ Q w_ w � Z � V) w ¢ q � w ¢ O J (n C:) W �J�wJ CD ZOf�JF -- Cr z¢_ L J Q X U Q a- w 0 Z C U J Of E F z a CD= ON ¢ O � O Q p w CD O LLJ = O U O U 3: = Ld UD:f �_ � F__ z m = z §E O AGENCY REVIEW NOTAPPROVED FOR CONSTRUCTION COCALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING (mwwhatthelm UNDERGROUND WORK Callfefn udi 208-342-1585 Q) E z a E Z 0 R/W R 48.0' ACHD SIDEWALK O N z EP EASEMENT LZ 10.0' VARIES (�32') 17.0' 31.0' 6' w J SAWCUT Para+ 3' 21' 6' 4' �- -VARIES VARIES- 2% Ui 9'7 9•.� a 3" OF ASPHALT PAVEMENT DEEP BORROW DITCH WITH CONCRETE SIDEWALK 4" OF 3/4" MINUS AGGREGATE 2'Wx3'Dx6'L BIORETENTION SOIL -- ? (PER ACHD SUP.DWG. SD -709) 0 z 26" OF 6" MINUS PIT RU MEDIA WINDOW (EXCAVATE MIN 5' TO EXPOSE POORLY GRADED W/1' MIN. FLAT LANDING ON BOTH SIDES (TYP) Q W O SANDS AND GRAVELS) DESIGN SEE LANDSCAPE PLANS O 0 z Of INFILTRATION RATE IS 8"/HR FOR SIDE TREATMENT Q SECTION A -A w J = o Q LINDER ROAD IMPROVEMENTS z -NTS- AGENCY REVIEW NOTAPPROVED FOR CONSTRUCTION COCALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING (mwwhatthelm UNDERGROUND WORK Callfefn udi 208-342-1585 Q) E a E Z 0 U t, O N CL N Stamp iS\ONAL F c O "0 6 725-���� lF of \0 �Mf• COSO!.." Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 Sheet No. C3 3 of 9 ° J I N� 14.5 G 2 4 Q -P EX %P EX 4-PLEX 4-P EX 4-PLEX 3 10 O 4 Q \ I I Q I Q I Q O 2 #13 '4 5 O - \ p Op �_ o FF -2611.90 i > t FF=2615.55 FF=2614.90 I FF=2614.25 I FF=2613.60 I FF=2613.00 I rn �o ❑ �6 0) X1,4 E Po �� a 1 C ,�via 3 1 �S'�1� d 3 ti a '�2 N a N O 1 • h • 1. l # 1 S 1 0 2 s D _ 1 J �9 C � S ---- 0.9% 4 Lo° I �� 9 s I ��JI GCo I I ^'� `'oma 'o o N �o�^ 3 3 TG OS �� 1.7q �ti�� V o M CD r- -J �- -- - -J ��' �- ---- -J --- ° '� I-- ---- -� `' 3 SW 21 E N E - - 7 0 cV o 600`°•� 0 .0' �� d� 4.0 5 �i/ "i ^�� "i� "i "i� I J i4 0 2 O o 48. a 4 Io: �� ---- - - ---- - TS�2 S�G - ---- - �s� ---- - - - -- - To N o FF=2613.80 1 L 3 � .� o 3 1 I N I I ko v rn I V s N I 3 �� w I �. �0 r _ , • I S� �1:..` MAIL 1 SBS ,�1 0 16 O I I. I U) woo C z o N \ cn w O g w 11T V_ P P oIs, LL1 w CD= s Q Q Q Q Q 16 a_ F- \ Office I I �� z O LLJ =D Cn CD WMH \ �\ \��\ FF=2617.00 I FF=2616. FF=2616.25 I FF=2615.90 16 FF=261. 2 mos 3 I w \ 4-PLEX 4-PLEX 4-P EX 4-P EX 4-P EX ^ = .< - Q \�C Q 6 I I Q 5 Q 4 I Q 3 I\ 1t 2 I �o FF=2615.25 i z U v ,_,_ T w O J LJ (n C) W- J L J 1.3% \ I p I I ILLJ rn _Cn Qx I �� o� Q zOf o���wo CD \ 61 CD W ... ... ... ... I. ... .. I. ... ... ... �... I I I I o L'_ v' � � O Op O � � J � Y LJ Cn =o �5� \ - - - - 4 cn ov CD U_ I a.�z� V L o 6 � \ PATIO r� \ BBQ COVER po ti 4 \ \ FF=2616.80 • ��G �G 16 155 \ W wC _v Io- - 1.5%� 1.5%� 3 FG JS N1 \ w$ X80 \ \ TOT LOT ��61Qo O sus ���'s .0% \ � a O - 'p I o FF -2616.70 i Z KEYNOTES f5% 1.0%H Q m 0 J O CONST. ADA PED RAMP AS SHOWN W/TRUNCATED DOMES RIGID INSERTS WET -SET INTO 1 S`N \ I `�^� �`� i� w CONCRETE COLORED TRAFFIC YELLOW (PER SD -712). (CONCRETE STAMP & ADHESIVELIJ UJ MATS NOT ALLOWED) CONTRACTOR TO VERIFY CROSS SLOPE NOT TO EXCEED 1.75% f ' ' ' ' ' ' ' ' ' ' ' ' O Ur I P P I I 'ss L - C �� Q 10.25% (NO TOLERANCES ALLOWED) Z CONST. THICKENED EDGE CONCRETE SIDEWALK (PER DETAIL ON SHEET C5) \ �'C 2 -0 3 CONST. 18" CONCRETE CHANNEL THROUGH PLANTER ISLAND (PER DETAIL ON SHEET C5) I 3 Mf I 1 6 Q Q ® CONST. 6" VERTICAL CURB (W/ GUTTER) PER ISPWC SD 701 Op • • • . • • • • • �� ,6 0 0 O5 CONST. 6" VERTICAL CURB (NO GUTTER) PER ISPWC SD -701A w INSTALL "ONSITE SIDEWALK" SECTION ON SHEET C5 B B I FF=2617.85 6 �9 6 GRA O O z O CONST. TRASH ENCLOSURE WITH REINFORCED CONCRETE APRON PER DETAILS ON \- - J Z TB 7 - SHEET g o- W 0 C5 UNSUBDI VIDEOk `^�� �� C ® ADA PARKING STALL (SLOPE NOT TO EXCEED 2.0% IN ANY DIRECTION) PAINT 36"x36" - 16 �� �, s �g ,>j o Q BLUE AND WHITE HANDICAP SYMBOL / INSTALL HANDICAP PARKING SIGN (MUTCD R-8 Z R7-8) BEHIND CURB AND CENTERED ON PARKING STALL I �; X22 J ti U O INSTALL BIKE RACK PER ARCHITECTURAL PLAN DETAILS (6 TOTAL) I C 10 1000 GAL SAND & GREASE TRAP NO. 1 (SEE DETAIL ON SHEET C5) PROTECT INLET WITH T I o 12" WIDE x 8" THICK CONCRETE COLLAR FUTURE FALL CREEK \ `_/ 3 11 SEEPAGE BED N0. 1 (8'W x 8'D x 15'L) / Vioo=369 CF / (SEE DETAIL ON SHEET C5) � SUBDIVISION TB \ _ 12 1000 GAL SAND & GREASE TRAP NO. 2 (SEE DETAIL ON SHEET C5) PROTECT INLET WITH \� L ,j z o 12" WIDE x 8" THICK CONCRETE COLLAR �I Z 13 INSTALL 30" 0 CONCRETE CATCH BASIN NO. 1 (OLD CASTLE CB -3 OR EQUAL) WITH o '�7S �v ���� I N CONCRETE LID, MIN 1' SUMP, AND 24" 0 METAL GRATE/RING (PROTECT INLET WITH -.90 �h O�CL 12" WIDE x 8" THICK CONCRETE COLLAR) / RIM=2609.80 / 12" INV.-OUT=2607.30 / PB \ ZVC 11 IQ �'� ��' I INSTALL 25 LF OF 12" C-900 0 0.5% TO S&G NO. 3 \T& 3 14 1000 GAL SAND & GREASE TRAP NO. 3 (SEE DETAIL ON SHEET C5) \ N � .' ° , S\O14A L F 15 SEEPAGE BED NO. 2 (20'W x 8'D x 58'L) / Vioo=3,704 CF / (SEE DETAIL ON SHEET TB \ \ 0� V Tc�° �'C �,� \ S T E C5) T06 1 6 GRADING & LANDSCAPE CONTRACTOR SHALL CREATE LOW SPOTS SURROUNDING V� \ TB C 3 BUILDINGS (AS INDICATED) IN ORDER TO CREATE POSITIVE DRAINAGE AWAY FROM ALL I` \ \ inn IG o BUILDINGS 0 10% MIN ON SIDE AND REAR YARDSOF 1© INSTALL MONITORING WELL PER ACHD SD -627 (SEE SHEET C5) 4 TOTAL �'� \ . ` ` ✓/Mf. COSH-�'�� GRADING NOTES: 1. ALL DRAINAGE FACILITIES MUST BE LOCATED 10' AWAY FROM ANY 20 0 10 20 40 T& \ \ Project No. RSC -1636 STRUCTURE. 2. ALL CONCRETE SIDEWALKS & SLABS MUST BE SLOPED TO DRAIN ® \ TB 1.0% MIN (AWAY FROM BUILDINGS). SCALE IN20 ET \ ` Drawn By: DWK 3. CONTRACTOR TO SLOPE LANDSCAPE GRADES AWAY FROM BUILDING FOOTINGS. T \ 4. ALL ASPHALT WITHIN THE DRIVE AISLES AND PARKING STALLS 8 \ TB Date: January 25, 2017 SHALL COMPLY WITH THE "ONSITE PAVEMENT SECTION" DETAIL ON 1::: SHEET C5. • CALL BEFORE YOU DIG! \ ` Sheet No. STRUCTURE NOTES: PRIOR TO COMMENCING DIGLINE INC. Pg \ \ 1. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND UNDERGROUND WORK C � FOUNDATION SECTIONS. oQ111b•faneOudi 208-342-1585 AGENCY REVIEW NOTAPPROVED FOR CONSTRUCTION 4 of 9 F- 4 Cl - 'J a SECTION M.T.S. LEGEND WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED d CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER s TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS Q PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY USE 4" PIPE O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 2015 ACHD REVISION STANDARD DRAWING SD-627 2LF12"0NON P TO SEEPAGE B (EXTEND 5' NON -PERF IN PLAN VIEW2 LF 12"0 NON PERF ADS i TO SEEPAGE BED NO. 1 -NTS- (EXTEND 5' NON -PERF INTO BED) CLEANOUT LIDS TO BE FLUSH WITH FINISH SURFACE 14.50 GRATE GRADE RINGS 12" MAX. FINISH GRADE 0 x 11.10 20" MIN. TYP) 10.60 07.08 12" 20" MIN. (TYP 06.58 GROUNDWATER ELEV. & DEPTH PERF. PIPE DIAMETER SB #1 (PRIVATE) 15' 8' 8' 2613.00 - 2600.00 (15' bgs) IIII , a 58' 20' AD 2609.00 2601.00 2597.00 (15' bgs) 12" 5 3 PLAN CONCRETE COLLAR r N.T.S. C) Q a LA m ` • , "f. , z UJ I_ - 8 3 x UJ SECTION CONCRETE COLLAR l N.T.S. F- 4 Cl - 'J a SECTION M.T.S. LEGEND WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED d CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER s TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS Q PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY USE 4" PIPE O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 2015 ACHD REVISION STANDARD DRAWING SD-627 2LF12"0NON P TO SEEPAGE B (EXTEND 5' NON -PERF IN PLAN VIEW2 LF 12"0 NON PERF ADS i TO SEEPAGE BED NO. 1 -NTS- (EXTEND 5' NON -PERF INTO BED) CLEANOUT LIDS TO BE FLUSH WITH FINISH SURFACE 14.50 GRATE GRADE RINGS 12" MAX. 1000 GALLON SAND/GREASE TRAP NO. 1 (PRIVATE) 25 LF 12"0 C-900 FROM CATCH BASIN NO. 1 VIEW j -NTS- 2 LF 12"0 NON PERF ADS TO SEEPAGE BED NO. 2 (EXTEND 5' NON -PERF INTO BED) CLEANOUT LIDS TO BE FLUSH WITH FINISH SURFACE 12.08 GRATE 11.58 GRATE GRADE RINGS 12" MAX. SEEPAGE BED NO. LENGTH WIDTH ROCK DEPTH 11.10 20" MIN. TYP) 10.60 07.08 12" 20" MIN. (TYP 06.58 GROUNDWATER ELEV. & DEPTH PERF. PIPE DIAMETER SB #1 (PRIVATE) 15' 8' 1000 GALLON SAND/GREASE TRAP NO. 1 (PRIVATE) 25 LF 12"0 C-900 FROM CATCH BASIN NO. 1 VIEW j -NTS- 2 LF 12"0 NON PERF ADS TO SEEPAGE BED NO. 2 (EXTEND 5' NON -PERF INTO BED) CLEANOUT LIDS TO BE FLUSH WITH FINISH SURFACE 12.08 GRATE 11.58 GRATE GRADE RINGS 12" MAX. 1000 GALLON SAND/GREASE TRAP NO.2 (PRIVATE) PLAN VIEW -NTS- CLEANOUT LIDS TO BE FLUSH WITH FINISH SURFACE 10.58 GRATE GRADE RINGS 12" MAX. 12" p) � O ", Op/�� �T SEEPAGE BED NO. LENGTH WIDTH ROCK DEPTH 08.08 20" MIN. TYP) 07.58 07.08 12" 20" MIN. (TYP 06.58 GROUNDWATER ELEV. & DEPTH PERF. PIPE DIAMETER SB #1 (PRIVATE) 15' 8' 1000 GALLON SAND/GREASE TRAP NO.2 (PRIVATE) PLAN VIEW -NTS- CLEANOUT LIDS TO BE FLUSH WITH FINISH SURFACE 10.58 GRATE GRADE RINGS 12" MAX. 12" p) � O ", Op/�� �T 1000 GALLON SAND/GREASE TRAP NO.3 (PRIVATE) -NTS- -NTS- -NTS- PVC END CAP GROUND WATER OBSERVATION WELL W/TRAFFIC RATED LID (PER ACHD SD -627) GROUND WATER OBSERVATION W___ W/TRAFFIC RATED LID (PER ACHD SD -627) 20' GROUND WATER OBSERVATION WELL W/TRAFFIC RATED LID (PER ACHD SD -627) PLAN VIEW -NTS- LENGTH GROUND WATER OBSERVATION WELL 5' W/TRAFFIC RATED LID (PER ACHD SD -627) FINISH GRADE AND/OR NON -WOVEN FABRIC CONCRETE SIDEWALK FTOP OF TRENCH CORRUGATED F.... 00 0HDPE OR PVC 0 0 0 0 0 PERF. PIPE 0 0 0 0 00 0 0 0 0 0 0 0 0 O 0 O 0 0 0 0 0 1.5"-2" WASHED/CRUSHED DRAIN ROCK SEE SEEPAGE BED DATA TABLE PLACE NATIVE MATERIAL WITH ASTM C-33 SAND OR EQUIVALENT W�N� / � WRAP TRENCHES (ON ENDS AND SIDES) WITH DRAINAGE SEE SEEPAGE BED NOTE 5 GEOTEXTILE TYPE 1 BOTTOM OF SAND/BOTTOM OF TRENCH (I.S.P.W.C. SEC. 2060) SEEPAGE BED 1 & 2 -NTS- o_ LU 0 ORRUGATED HDPE OR ON -PERFORATED PIPE 18" FOR PRIVATE SEEPAGE BEDS TOP OF TRENCH TOP OF PIPE -NON-PERFORATED PIPE INTO TRENCH BOTTOM OF PIPE ROCK DEPTH BOTTOM OF SAND z MIN. EXCAVATION DEPTH N DESIGN INFILTRATION z RATE = 8"/HOUR M SEASONAL HIGH GROUND WATER >15' BELOW EG PER ALLWEST GEOTECH REPORT #516-416G SEEPAGE BED NOTES 1. PIPE PERFORATION TO BE PER ACHD BMP 20 PIPE PERFORATION SCHEDULE. 2. BOTTOM OF SAND/BOTTOM OF SEEPAGE BED SHALL BE A MINIMUM OF 3' ABOVE GROUND WATER LEVEL. NOTIFY ENGINEER IMMEDIATELY IF LESS THAN T FROM THE BOTTOM OF DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. 3. SEEPAGE BED LENGTH, WIDTH AND 2" WASHED DRAIN ROCK DEPTH SHOWN ON SEEPAGE BED DATA TABLE. 4. EXCAVATE BOTTOM OF BED A MIN. OF 2' INTO FREE DRAINING POORLY GRADED GRAVEL (GP -GM). CONTACT THE ENGINEER TO VERIFY MATERIALS ENCOUNTERED BEFORE BACKFILLING WITH CLEAN PIT RUN AND PLACING FILTER FABRIC AND SAND. GROUND WATER DATA AND SOIL REPORT PREPARED PER ALLWEST GEOTECH REPORT #516-416G DATED DEC 12, 2016. 5. INFILTRATION DESIGN RATE PER ALLWEST GEOTECH REPORT IS 8"/HOUR. 6. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 -FT OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. SEEPAGE BED DATA TABLE SEEPAGE BED NO. LENGTH WIDTH ROCK DEPTH TOP 07.08 12" 20" MIN. (TYP 06.58 GROUNDWATER ELEV. & DEPTH PERF. PIPE DIAMETER SB #1 (PRIVATE) 1000 GALLON SAND/GREASE TRAP NO.3 (PRIVATE) -NTS- -NTS- -NTS- PVC END CAP GROUND WATER OBSERVATION WELL W/TRAFFIC RATED LID (PER ACHD SD -627) GROUND WATER OBSERVATION W___ W/TRAFFIC RATED LID (PER ACHD SD -627) 20' GROUND WATER OBSERVATION WELL W/TRAFFIC RATED LID (PER ACHD SD -627) PLAN VIEW -NTS- LENGTH GROUND WATER OBSERVATION WELL 5' W/TRAFFIC RATED LID (PER ACHD SD -627) FINISH GRADE AND/OR NON -WOVEN FABRIC CONCRETE SIDEWALK FTOP OF TRENCH CORRUGATED F.... 00 0HDPE OR PVC 0 0 0 0 0 PERF. PIPE 0 0 0 0 00 0 0 0 0 0 0 0 0 O 0 O 0 0 0 0 0 1.5"-2" WASHED/CRUSHED DRAIN ROCK SEE SEEPAGE BED DATA TABLE PLACE NATIVE MATERIAL WITH ASTM C-33 SAND OR EQUIVALENT W�N� / � WRAP TRENCHES (ON ENDS AND SIDES) WITH DRAINAGE SEE SEEPAGE BED NOTE 5 GEOTEXTILE TYPE 1 BOTTOM OF SAND/BOTTOM OF TRENCH (I.S.P.W.C. SEC. 2060) SEEPAGE BED 1 & 2 -NTS- o_ LU 0 ORRUGATED HDPE OR ON -PERFORATED PIPE 18" FOR PRIVATE SEEPAGE BEDS TOP OF TRENCH TOP OF PIPE -NON-PERFORATED PIPE INTO TRENCH BOTTOM OF PIPE ROCK DEPTH BOTTOM OF SAND z MIN. EXCAVATION DEPTH N DESIGN INFILTRATION z RATE = 8"/HOUR M SEASONAL HIGH GROUND WATER >15' BELOW EG PER ALLWEST GEOTECH REPORT #516-416G SEEPAGE BED NOTES 1. PIPE PERFORATION TO BE PER ACHD BMP 20 PIPE PERFORATION SCHEDULE. 2. BOTTOM OF SAND/BOTTOM OF SEEPAGE BED SHALL BE A MINIMUM OF 3' ABOVE GROUND WATER LEVEL. NOTIFY ENGINEER IMMEDIATELY IF LESS THAN T FROM THE BOTTOM OF DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. 3. SEEPAGE BED LENGTH, WIDTH AND 2" WASHED DRAIN ROCK DEPTH SHOWN ON SEEPAGE BED DATA TABLE. 4. EXCAVATE BOTTOM OF BED A MIN. OF 2' INTO FREE DRAINING POORLY GRADED GRAVEL (GP -GM). CONTACT THE ENGINEER TO VERIFY MATERIALS ENCOUNTERED BEFORE BACKFILLING WITH CLEAN PIT RUN AND PLACING FILTER FABRIC AND SAND. GROUND WATER DATA AND SOIL REPORT PREPARED PER ALLWEST GEOTECH REPORT #516-416G DATED DEC 12, 2016. 5. INFILTRATION DESIGN RATE PER ALLWEST GEOTECH REPORT IS 8"/HOUR. 6. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 -FT OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. SEEPAGE BED DATA TABLE SEEPAGE BED NO. LENGTH WIDTH ROCK DEPTH TOP BOTTOM/ROCK GROUNDWATER ELEV. & DEPTH PERF. PIPE DIAMETER SB #1 (PRIVATE) 15' 8' 8' 2613.00 2605.00 2600.00 (15' bgs) 12" SB #2 (PRIVATE) 58' 20' 8' 2609.00 2601.00 2597.00 (15' bgs) 12" 12" O) 7.9 VARIES (SEE PLANS) 1/2" RADIUS 1.75 t 0.25% SLOPE a � a a a 4 a a...o...0000.0000..00 4" THICK CONCRETE 4" - 3/4" MINUS CRUSHED AGGREGATE BASE COURSE C o 2 - fn I O 4" OF CONCRETE; -> c� OVER, 2.5" OF 3/4" -MINUS CRUSHED AGGREGATE BASE ONSITE SIDEWALK / PATIO SECTION (UNLESS OTHERWISE SPECIFIED) 0 -NTS- CONCRETE NOTES: a 1. SIDEWALKS PER I.S.P.W.C. SD -709. N `� 2. SEE BUILDING PLANS FOR SLAB THICKNESS. 3. ALL SIDEWALKS SHALL SLOPE TO DRAIN (AWAY FROM STRUCTURES) Q 1.0% MIN. J 4. CREATE TOOLED OR SAWCUT JOINTS FOR CRACK RELIEF AT 4'-6' SPACING (TYPICAL) .s 0 0 U M OD r - N Q OU) N U > 000 E J omoa O N N O 70 ,""'<o aao'a <,aoaa aaav� O J - O 2 CO N a 3 N N 2.5" OF ASPHALT CONCRETE; 00 OVER, 4" OF 3/4" MINUS CRUSHED AGGREGATE BASE COURSE; Z OVER, 11" OF 6" MINUS PIT RUNo COMPACT SUBGRADE TO 95% OF ASTM D 1557. C N w ONSITE PAVEMENT SECTION 0 PARKING & DRIVES). ) NTS- �„Il opo L� (n U - PAVING NOTES:CD CD � - Q 1. PAVEMENT THICKNESSES DESIGNED PER GEOTECH ui z >- W O N REPORT BY ALLWEST DATED: 12 DECEMBER 2016. W W m a:f 2. FOLLOW SUBGRADE PREPARATION SECTION IN L.LiO a- O GEOTECH REPORT. p Q:� m I__ O z F -- -O W Cn z of O Q cf) z CD < Q W W Cn CD WQCnz ACU m W ¢ O J (� J (n C:) W5; J W CD W z�����5 z Q= L J Q a- U Q W o Z � U J C) � F --z O = O Q O O Q p Ld w � O O ASPHALT � (/1UOU3o� Ld UD:f �_ '17 77777 � P z m= z CD oa THICKENED EDGE SIDEWALK DETAIL -NTS- C/) Z 0 W W 2.5' 6„ 18" 6„ W H h 0�% R7 o d 0 J_ Q Q O ° }Q LU W I� inio 0 0 ° ADJACENT STD. 6" Of z VERTICAL CURB f):f J a(SEE PLANS) 5 vv vvvvvvvvvvvvvvvvvvvvvvvvvvovvv Q W C! vvvvvvvvvvovovovov0000vv0000vovv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv z O voovvvvovvvoovvvvoovvvvovv vvvvvvvvvvvvv J I� 4" MINUS CRUSHED BASE AGGREGATE 18" CONIC. CHANNEL -NTS- E a E NOTES: z z 1. MATERIALS & CONSTRUCTION IN COMPLIANCE WITH I.S.P.W.C. o 2. SCORE INTERVALS AT 10' MAX SPACING CL C/) AGENCY REVIEW NOTAPPROVED FOR CONSTRUCTION • CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING whaftbekw UNDERGROUND WORK Call6elcxe udi 208-342-1585 iS\ONAL F c O "0 6 lF or Cosi-�-�� Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 Sheet No. C5 5 of 9 III I III 1 C1 III III I III I III 1 III III 3 I III 1911 III I I I II I � III M 31 II o g II I M r I ul l 0 III 1 W o III � III t III w III �1 III ~ 1 III o ' III Ln F_ III I � i III I 91� I I � III I � I III I 3 III I III I I III I S I II i Ir, WMH I W — t — +W— I I, I OLM 0 — JI 89°59142" W _ _ _603,26' _0__0__ __O O 0� 0 -1 1 L rB\ � KEYNOTES O CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT (SEE BMP 5). O2 ESC SIGN POSTING LOCATION 3O SUGGESTED LOCATION FOR TEMP. WASH-OUT FOR CONCRETE (SEE BMP 13) ® SUGGESTED LOCATION FOR DUMPSTERS (SEE BMP 12) 0 SUGGESTED LOCATION FOR TEMP. SANITARY FACILITIES (SEE BMP 14) OSUGGESTED LOCATION FOR COMBINED STAGING & MATERIALS STORAGE AREA INCLUDING HAZARDOUS MATERIALS STORAGE AREA (SEE BMP 2, 9, & 12) O7 INSTALL APPROX. 750 LF OF SILT FENCE AND/OR FIBER ROLLS (SEE BMP 35 & 36) ® PROJECT BOUNDARY O SWEEP STREETS TWO TIMES PER DAY TO PREVENT "MUD TRACKING" EROSION CONTROL NOTES 1. CONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS IN THE ACCOMPANYING SWPPP/ESC NARRATIVE AND THIS PLAN. 2. ALL RUNOFF FROM SITE CONSTRUCTION ACTIVITIES AND FROM RAINFALL EVENTS SHALL BE COLLECTED & RETAINED ON SITE OR FILTERED FOR SEDIMENT BEFORE DISCHARGING OFF SITE. 3. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT: - TRACKING OF MUD AND DIRT ONTO ROAD. ROAD SWEEPING IS REQUIRED IF TRACKING OCCURS. - DISPOSAL OF SITE CONSTRUCTION WASTE IN STORM DRAIN SYSTEM. - ACCUMULATION OF CONSTRUCTION WASTE AND LITTER ON SITE. 4. NO GRADING OR CONSTRUCTION ACTIVITIES SHALL OCCUR OUTSIDE OF THE PROPOSED IMPROVEMENTS SHOWN ON THE ESC PLANS FOR THIS SITE. 6. STOCKPILE EXCAVATION MATERIALS SHALL BE PROTECTED FROM WATER AND WIND EROSION BY COVERING AS APPROPRIATE. 7. SEE DEVELOPMENT PLANS OR PLAT FOR ALL SITE DIMENSIONS. 9. PROTECTION OF EXISTING STORM DRAIN CATCH BASINS SHALL BE ESTABLISHED PRIOR TO CONSTRUCTION ACTIVITIES AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN PAVED. 13. EXCAVATION MATERIALS SHALL BE TEMPORARILY STOCKPILED AND STABILIZED WITH EROSION CONTROLS. 14. CONTRACTOR MAY RELOCATE DUMPSTER, TEMP. SANITARY FACILITY, & COMBINED STAGING & MATERIALS STORAGE AREA ACCORDINGLY TO ACCOMMODATE CONSTRUCTION PHASES. DOCUMENT NEW LOCATION ON ESC PLAN. E.S.C. PLAN DESIGNER DERRITT KERNER LICENSE #CON14-00151 EXPIRES 6/11/17 1 �25 1 J SIGNATURE DATE 30' 0 15' 30' 60' SCALE: 1" = 30' CALL BEFORE YOU DIG! CALL DIGLINE INC. 15. PRIOR TO COMMENCING Kim wtkAtbelow UNDERGROUND WORK Callbefowyoudis 208-342-1585 C 0 CL U) U C- N O ��W/ I..f_ -1 1 L N M J rB\ � KEYNOTES O CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT (SEE BMP 5). O2 ESC SIGN POSTING LOCATION 3O SUGGESTED LOCATION FOR TEMP. WASH-OUT FOR CONCRETE (SEE BMP 13) ® SUGGESTED LOCATION FOR DUMPSTERS (SEE BMP 12) 0 SUGGESTED LOCATION FOR TEMP. SANITARY FACILITIES (SEE BMP 14) OSUGGESTED LOCATION FOR COMBINED STAGING & MATERIALS STORAGE AREA INCLUDING HAZARDOUS MATERIALS STORAGE AREA (SEE BMP 2, 9, & 12) O7 INSTALL APPROX. 750 LF OF SILT FENCE AND/OR FIBER ROLLS (SEE BMP 35 & 36) ® PROJECT BOUNDARY O SWEEP STREETS TWO TIMES PER DAY TO PREVENT "MUD TRACKING" EROSION CONTROL NOTES 1. CONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS IN THE ACCOMPANYING SWPPP/ESC NARRATIVE AND THIS PLAN. 2. ALL RUNOFF FROM SITE CONSTRUCTION ACTIVITIES AND FROM RAINFALL EVENTS SHALL BE COLLECTED & RETAINED ON SITE OR FILTERED FOR SEDIMENT BEFORE DISCHARGING OFF SITE. 3. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT: - TRACKING OF MUD AND DIRT ONTO ROAD. ROAD SWEEPING IS REQUIRED IF TRACKING OCCURS. - DISPOSAL OF SITE CONSTRUCTION WASTE IN STORM DRAIN SYSTEM. - ACCUMULATION OF CONSTRUCTION WASTE AND LITTER ON SITE. 4. NO GRADING OR CONSTRUCTION ACTIVITIES SHALL OCCUR OUTSIDE OF THE PROPOSED IMPROVEMENTS SHOWN ON THE ESC PLANS FOR THIS SITE. 6. STOCKPILE EXCAVATION MATERIALS SHALL BE PROTECTED FROM WATER AND WIND EROSION BY COVERING AS APPROPRIATE. 7. SEE DEVELOPMENT PLANS OR PLAT FOR ALL SITE DIMENSIONS. 9. PROTECTION OF EXISTING STORM DRAIN CATCH BASINS SHALL BE ESTABLISHED PRIOR TO CONSTRUCTION ACTIVITIES AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN PAVED. 13. EXCAVATION MATERIALS SHALL BE TEMPORARILY STOCKPILED AND STABILIZED WITH EROSION CONTROLS. 14. CONTRACTOR MAY RELOCATE DUMPSTER, TEMP. SANITARY FACILITY, & COMBINED STAGING & MATERIALS STORAGE AREA ACCORDINGLY TO ACCOMMODATE CONSTRUCTION PHASES. DOCUMENT NEW LOCATION ON ESC PLAN. E.S.C. PLAN DESIGNER DERRITT KERNER LICENSE #CON14-00151 EXPIRES 6/11/17 1 �25 1 J SIGNATURE DATE 30' 0 15' 30' 60' SCALE: 1" = 30' CALL BEFORE YOU DIG! CALL DIGLINE INC. 15. PRIOR TO COMMENCING Kim wtkAtbelow UNDERGROUND WORK Callbefowyoudis 208-342-1585 C 0 CL U) U C- N O ��W/ I..f_ 0 C/) LL_ woo z LL_L8 U C� LLJ Q (n z >- W O N W W F-- M CC o�c):f 0- (D D a- CC z F -p w Q z a O � GO zOz w Q = rLLJ L7 Q w Q w Q O � z U U lL_ N J V) 0 W 5: J W c� z��JF-C),S z Q= LL1J Q X U Q 5 c- w D z � � () J Q z0 CD N O Q p w N O� V LLJ CC =O� � CnOUOU��� � � z a- = z §E O CV M C/) 00 Z M W Z � Q I— p Q � W Q D � O or ry W W 0 Z Z J J C/5 0 ti Q) E 0 Z U 0 a`. Stamp Z Q J Z O LUZ LU ry 0- 71 O J J O rC H Q O H Cn ;_ a z y) Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 Sheet No. C9 9 of 9 Q� 0 N M J >� � C N VMV M 0 r QE - N E N M OV O vii N _ > M rq Oul J"m�V oa)o� �Q) 0"n o 0 o a N N t Y 3 L 0 � O Q Z V.�C N O w U M 0 C/) LL_ woo z LL_L8 U C� LLJ Q (n z >- W O N W W F-- M CC o�c):f 0- (D D a- CC z F -p w Q z a O � GO zOz w Q = rLLJ L7 Q w Q w Q O � z U U lL_ N J V) 0 W 5: J W c� z��JF-C),S z Q= LL1J Q X U Q 5 c- w D z � � () J Q z0 CD N O Q p w N O� V LLJ CC =O� � CnOUOU��� � � z a- = z §E O CV M C/) 00 Z M W Z � Q I— p Q � W Q D � O or ry W W 0 Z Z J J C/5 0 ti Q) E 0 Z U 0 a`. Stamp Z Q J Z O LUZ LU ry 0- 71 O J J O rC H Q O H Cn ;_ a z y) Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 Sheet No. C9 9 of 9 OLM 4 III II I 0 GA T �� - x 89°59?' W - x x - -603,26' x - LS '31 - KEYNOTES III PI PI PI PI PI PI PI PI P, p III I P PI PI1O INSTALL 4" (TYPE B) SEWER SERVICE @ 2.0% MIN SLOPE PER I.S.P.W.C. III 3 I i�� SD -511 / INSTALL 4" CLEAN-OUT PER I.S.P.W.0 SD -512 (TRAFFIC RATED III I i� LID ONLY WHEN PLACED IN CONCRETE OR ASPHALT) / MARK TO SURFACE ii I a I I I I PER I.S.P.W.0 SD -512 0 III -P EX -P EX 4-P EX 4-P EX 4-P EX SSMH-Bh ii -1 III I i / 1 F #2 : : 2+7 .0 O p III I 2O INSTALL 2" POTABLE WATER SERVICE WITH 1.5" METER SETTING SIMILAR TO CITY OF MERIDIAN PUBLIC WORKS SD -W1, SD -W2, & SD -W5 / EACH 2" SERVICE LINE WILL SUPPORT THE POTABLE WATER SUPPLY AND FIRE O o III I I I I I I I SUPPRESSION SUPPLY TO THE BUILDING U) 3 I m 4 78.63 : 5+48.63 : 6+18.63 :_ 6+88.63 : 7+58.63 - -_ - W/ DROP cn I I L i I 2+66.01 3O INSTALL 4" (TYPE D) SEWER SERVICE @ 2.0% MIN SLOPE PER I.S.P.W.C. O III q ou INV 2 11.50 INV 2611.00 INV 2610.00 0 INV 2609.00 I I III Q � I U 41' T 4" I 41' LT 4" 41' LT 4" I 41' LT 4" I 41' LT 4" I I 3 2608.00 a SD -511 /INSTALL 4" CLEAN-OUT PER I.S.P.W.0 SD -512 (TRAFFIC RATED LID ONLY WHEN PLACED IN CONCRETE OR ASPHALT) / MARK TO SURFACE II ❑ (� J I 41' RT 4 PER I.S.P.W.0 SD -512 1 4 . 2.5' BEN , . �_ L - J I III O O O O O O O O O (� ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN SD -W7, SD -W8, & SDW9 ci�I 5 - i - w _ _, . ;. :. w 30' R-8 III LSI � � � � � . ... ... - # 1 1 1 1 q 37 L -900 :. ` III , 5 REMOVE EXISTING BLOW -OFF ASSEMBLY AND CONNECT NEW 8" WATER MAIN ONTO EXISTING 8" STUB 0 U..I p 0 I I ti Wt II I I I I I I I 1 I I I 1 1 I I I SSMH-A2cc © POTABLE WATER MAIN/SERVICE AND NON -POTABLE WATER MAIN/SERVICE CROSSING (9 TOTAL) SEE WATER NOTE 2 & 3 ON SHEET C1 a cv r7 I T1 I I I I A 1I� I I 90' a III ND + 22,5' N 4+31.64 I I- I I I ®L I 4 5 8 - J 8" VA J i O INSTALL 2" POTABLE WATER SERVICE WITH 1.5" METER SETTING (SIMILAR -- T1 r II I$$MH-Al ti W8 8 W8 W W8 - W8J W8 W8 W81 - W8 W8 - Vf8 W8 -W W� W8 W8 W8 _ III 3+03.12 N 6 7 0 I 6 I 1 6 1 1 6 1 I 6 1 1 6 4t0 5 TO CITY OF MERIDIAN PUBLIC WORKS SD -W1, SD -W2, & SD -W5) AND BACKFLOW PREVENTION DEVICE (SEE PIRR PLAN ON SHEET C7) B�1�f I8 8 S S8 8 8 S8 68 S S� S8 S8 -6+0�0 -�1 S8 1 S S8 T �8 +� S8 S8 S� I S8 S8+00 III I ' I d d� � I I I I I 1 � SEWER NOTES: - - - 1 - _ _ SSMH-A3 - I- - - --� ��- --� ��-I -- 1 F - ----I --� 21.6 I 1. CONTRACTOR TO ENSURE SEWER SERVICES CLEAR THE WATER MAIN/SERVICE BY THE REQUIRED 18 -INCHES OF VERTICAL SEPARATION. w - =N I I a I 2. MAXIMUM SERVICE DISTANCE WITHOUT CLEAN-OUT IS 100 LF. 0 0 III l 1 1 I I I I II 1 - I 1. I I I x _�� °� 1 1 I 8+45.63 III I -, o -"• INV 2609.50 III I � 6 ♦� I Q III c O 2 O O � MAIL O O O �� O O S N E m o + U) N � zi P - co - J I G `• 4+49.65 5+19.65 5+99.65 I 6+69.65 7+39.65 I --- --- o -a I 2613 2613 J o m coZ 6.0 J O Main I N I INV 2613.00 INV 2612.50 INV 2612.00 INV 2611.50 INV 2611.50 I� -EXIST. LINE :E ° o o r- EL L w I �C� 39' RT 4" 39' RT 4° Office IT 4" 39' RT 4" 39' RT 4" C U39' o �I I I I I co O NEW 8" WATER MAIN `rte 0 O LU ` 4-P EX 4-P EX 4-PLEX 4-P EX 4-P EX + � 2 - C� I II \ A, Fc o ---- - 0 -Q oo -W- - # 6 # 5 #14 I #13 I # 2 261 (MAINTAIN 8" OF COVER) 2610 c p C N V t i W- \ 0 FINISHED GROUND LIN W \ d j < EXIST. SSMH II � � � - - m 2+00.00 I - 9+15.63 MH \ - o �G I I- ... -L . 6 O INV 2611.00 \\ \ 0 O � 90° BEND CL 41 LT 4 w \ iii 2607 0 11 EP \ I v PATIO O -d \ A/, BBQa COVER O ��L�cr�U o z O CD Q "TYPE D" SEWER SERVICE @ ® . w \ _ W - - - LF 8 C-900 v w \ � � FUTURE U WATER MAIN E CROSS! SS I >- m O N 0 � � � I 00 \ \ TOT LOT �. 9+52.65 _ - - - - - 00- - i O_ 2604 2604 1- Cif Q o Q INV 2612.50 PLS p I 39' RT 4" � ---- zCif o Q w z oQ��z� 68 LF 8" VC@0.60% k\ (7 LF C -C) - o Q - = ~ L J INV 26 .50 2601 M O N ^- z M 0 (0 N O 2601 z U U LL_ (n � w� J w J p/ \ � \ LLJ _ Cn Q > U w D 2 O+ �rNN N N c� co NNCMO Q� 6 n I 30 0 15 30 60 9 - k\ I ---- - _ GRASS LAWN 4: \ X co �j o 0 0 H- N N N~ o z z (n N �- Q z o v J Z LLJ Q D O= O LxLJ O k SCALE IN FEET SSMH-A4 1" = 30' UNSUBDIVIDED �k I a to+1765" -------=--- SSMH-65 0 2598 - - > > O > 2598 O¢ J� cn '� U - w 0 (D cn o o Y o cn Cn U o R-8 \ X INV 2614.00 2 I M A- __ z w w O � cn O wo U 3 � \\X 39'RT4" �z��z�0 r CALL BEFORE YOU DIG! TB � � I FUTURE FALL CREEK CALL DIGLINE INC. � - 30' - PRIOR TO COMMENCING SUBDIVISION \ \ . ° . . ° . L J I R-8 2595 �ERID�AN P I BLIC EWE(LINE B ) 2595 oww€iatsllBlpW. UNDERGROUND WORK 90' BEND-\ 208-342-1585 Calldefom u�di I 1+70 2+00 2+30 2+60 2+90 ILS T� p/ I NOTE: -LENGTH OF PIPE IS CALCULATED ROM CENTER SCALE -- \ OF MANHOLE TO CENTER OF MAN OLE (C -C) W \ -CALCULATE GRADE FROM INSIDE ACE OF MANHOLE VERT.: 1 = 2616 I \ TO INSI E FACE OF MANHOLE. - 2616 Q �- - O LU Ui EX ST. GROUND LIN I I EXIST. 12" WA IN CINDER RD. ER MAIN (5' COVER) � 2613 Q Q _ J � Q I I $FINISHED NEW 8" WATER AIN FI ISHED GROUND INE $ Q l/ w I $ $ (MAINTAIN 48" O COVER) Q L U 2610 I i $ $ 2610 � $ s _ J 06 8 $ 0 o w I I $ $ z� � 60 2607 I 2 7 60 w I I CO I "TYPE D" SE ER SERVICES ' 2604 @ WATER MAIN CROSSING 2604 E 0 0 I I EXIST. f CONTR 2" SSMH CTOR TO VERIFY O 198 LF o VC@0.60/° LF C -C) z 0 EIXISTI G INVERTS (20 a� I (MAINTAIN 8" INV -INTO 0.2' DROP FROM 27" INV -OUT) Q LO co Z a_ � Stamp 2601 I I 386 LF ,. PVC @ 0.60% 40 LF C -C) co � ,. ,..� � M � o o co � 2601 NA L ., rn ? 1 5 LF 8"PVC @ 0.60% = CNI N .~ ~ ANN � � � ad'N S�0 FN \STz Citi G O o (129 LF C- ) � °0 .. o 0 0 Q 2598 o N Q W? CNN z z O z 2598 IO6 co > > P TF c� o NNZ z > Q I� cA co r-- � + ..00 ti _ _ z O F �O ✓1M V��� F°COS Qg = Z + co C H NN W W N co p�4�o\0 (n Q LOCIA Z 1- - 2595 G� �'� > z 2595 Project No. RSC -1636 �F ��03 z Drawn By: DWK - - I MERIDIAN PUBL C SEVVER L ( NE A ) Date: January 25, 2017 2592 2592 Sheet No. I 2+00 2+30 2+60 2+90 3+20 3+50 3+80 4+10 4+40 4+70 5+00 5+30 5+60 5+90 6+20 6+50 6+80 7+10 7+40 7+70 8+00 8+30 8+60 8+90 9+20 9+50 9+80 10+10 10+40 6 of 9 PUMP STATION STANDARDS FLOW DEMAND OF THE PI SYSTEM 23 GPM ADDITIONAL FLOW FOR CLEMONS SCREEN 12 GPM TOTAL (COMBINED) FLOW DEMAND 35 GPM TOTAL DYNAMIC HEAD 120 FT PRESSURE RANGE 50 - 80 PSI PAD SIZE 60" X 60" MAINLINE DIAMETER 211 POWER SINGLE PHASE PUMP STATION MUST BE SELF-CONTAINED IN METAL SKID, HAVE A VFD, MEET THE MINIMUM PRESSURE, HEAD, & FLOW REQUIREMENTS (ENCLOSED PUMPING STATION SHALL BE BY PRECISION PUMPING SYSTEMS OR EQUIVALENT) E PA 60"x60" SQUARE - CONCRETE PAD FOR PUMP STATION SKID OVER 8" OF 3/4" MINUS FINISH GRADE EL 2619.60 HIGH WATER EL 2619.50 LOW WATER EL 2617.80 3" MAIN TO-/ PI LOOP 6" (TYP) INSTALL NON SKID, - RUBBER COATED STEPS PER I.S.P.W.C. SD -501 WELL FLOOR EL 2609.60 -I I IIII 45' BEND OLM —� M — 5 1 -CONST. 180 LF OF 3" I CONST. 10 LF OF 3" PVC PIRR MAINLINE PVC PIRR MAINLINE RUT EIRE :STA T I DN (GRADE TO D IN) (GRADE TO DRAIN) 9059'4" W _ _ _603,6' ®P PI PI PI PI Pi - 0 I— ° O 2612---2 PI 2 45' BENDS `CONST. 344 LF OF 3" PVC PIRR MAINLINE RUT (GRADE TO DRAIN) 2611— Pi PI PI —1211= O X I -P EX 4-P EX I r 4-P EX I 4 -PI -EX _ a E 2 #3 #4 #5 p 1 F3 ... ?-. L71 MAINLINE DRAIN 1314 90' BEND BARS AT CLEARWATER SCREEN SELF-CONTAINED METAL SKID 4'x4' DIVERSION BOX (PER ISPWC SD -619) W/ BOLTED AND HINGED EXPANDED METAL COVER LID = 2620.10 FINISH FLOOR = 2620.10 a.. a d C . a Q .a. 4'-I.D. d FINDER WIRE 4 10" INLET INV. w 0 4' DIA MIN. PVC VALVE BOX EL =2616.18 ASTM 3034, IPS MIN. 100 PSI PVC a 3" INV. OUT `N W EL =2616.47 D J o ME J 5'— o . D li, EL =2615.10 w ° O � =I1 oSEE °°°°°°°° °°°°°°°°°°°°°°°° 8" OF 3/4" MINUS BASEI°°°vvvv°I vvv STANDARDS FOR MAINS AND SERVICES a Li I-III-III-III=III=III-III DENSITY �f� Li CLEMONS CW100 (12" DIA.) PREPARE SUBGRADE & THREADED 2' DIA X 2' LONG BRASS NIPPLE CLEARWATER SELF-CLEANING BACKFILL COMPACT TO 2' IP TAPPING SADDLE A �A N MESH SCREEN AND 3" FLANGE a Cd IRRIGATION MAIN OR LATERAL, a a d a a. Ovv OOvv Ovv v v vvvv v vvvvvvvvvvvvvvv °v vvvvvvvvvv°vvv °°°°°°°vv°°°°°° ovvvo°ovvvvvvvvv vvvvvvvvvvvvvvvv 4'-I. D. 'OM CONST. 132 LF OF 3" PVC PIRR MAINLINE (GRADE TO DRAIN)�s7, A, PSS -12" C-10 WATERMANS GATE (OR EQUIVALENT) APPROX. FINISHED 'DANGER UNSAFE WATER' TAG (TYP.) GROUND 3' MIN.. T 2' MIN SEPARATION BETWEEN WELL FLOOR & SUBMERSIBLE PUMP INTAKE 8" OF 3/4" MINUS BASE COMPACTED TO 95% MAX _—I DENSITY II II II IIIIIIIII ..III IIIII IIIII IIIII IIIII IIIII IIIA -III PREPARE SUBGRADE & BACKFILL COMPACT TO 95% MAX DENSITY PLAN VIEW & SECTION TxTDIVERSION BOX & 48" WET WELL NTS 11.25' NOTES 1. ALL BRASS PIPE AND FITTINGS UNLESS OTHERWISE SPECIFIED 1 I I'll I II' 2' X 4' PER SD -911 �WATER METER BOX COVER LABELED IRRIGATION', OR IRR', OR NOTHING. LID TO BE 18' DIA MIN. FLUSH WITH FINAL GRADE rTn z 0 AIR AND VACUUM VALVE WATERMAN CR -101 OR CRP -8. 18' WATER METER BOX WASHED ROCK SUMP MIN. 1 CUBIC YARDS I i RAP BOTTOM AND SIDES WITH FILTER FABRIC ELEVATION VIEW NTS AIR & VACUUM VALVE NTS (GRADE TO DRAIN) HOE W& LOE D14%M AS fdBMMVD ID PJMMi�fCONFLE71E 0flFAb%fi ilUMW A! ! MW DWM of VNMTM SIYSML rsIM1E we= 1-t GiN_V f swu r111"wr r AN ,' " 0 WT 18 MAINLINE DRAIN NTS 3"x3"x3" TEE - 3 - 3" VALVES �. 2618— \TB 3 COMB. AIR VA L E '� q ® HIGH POINT 45' BEND + 22.5' B D . CONST. 18 LF OF 3\ PVC PIRR MAINLINE GRADE TO DRAIN) 45' 30 0 15 30 60 SCALE IN FEET 1" = 30' a�Nrl_�� J V0o 00 r, ET O t aM O N N U O M > J omo70 40 ® C001 00 U O N N 3 L 0 a1 0 V� � N W ® ! U c)LL W I— z 0 W C/7 U 1= C� O ¢ cn z >- LLi W LTJ � m � o�or (D z OW =D¢ z � O = ¢ cn — z CD w Q = cn Cf) o ¢ Of W ¢ cn z U = z U U O J Ul O W J w J (-Dz��—T��S z ¢ _ Q a_ U Q 5 Cl- W Z J U J ~ z D CD = O =¢O fn O LLi Q CD w in O E U cncl:f LL_ Y = 0 0 (/") O (D ULLJ _ U 00� � � z Cl- W z O U) z z Q Q O w rr I- O Q` Q 'ASS LAWN CONST. 40 LF OF 3" � ll� PVC PIRR MAINLINE Q W � (GRADE TO DRAIN) o O ® W v �J 0:� ® U) cc LULil r L^®rI N z o � N O � L d. (n 7O Stamp C S\ONAL FN 1�1G\ S Tlit R C/ytc` Q O �0 6 �Z P ^� PF O F �O Cosi-�-�� v 'L Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 CALL BEFORE YOU DIG! CALL DIGLINE INC. r'. PRIOR TO COMMENCING b-Diaw. UNDERGROUND WORK X711 brAurs d 208-342-1585 Sheet No. C7 6" FINDER WIRE w 0 4' DIA MIN. PVC VALVE BOX (n ASTM 3034, IPS MIN. 100 PSI PVC L N 3" INV. OUT `N EL =2616.47 ° SUMP FLOOR ME 5'— o . D li, EL =2615.10 NOTCH VALVE 80X 70 COVER VALVE ° 2- BALL VALVE CURB STOP =I1 oSEE °°°°°°°° °°°°°°°°°°°°°°°° 8" OF 3/4" MINUS BASEI°°°vvvv°I vvv STANDARDS FOR MAINS AND SERVICES COMPACTED TO 95% MAX ii I--f,14 MIN. 12' SQUARE CONCRETE. BLOCK I-III-III-III=III=III-III DENSITY �f� CLEMONS CW100 (12" DIA.) PREPARE SUBGRADE & THREADED 2' DIA X 2' LONG BRASS NIPPLE CLEARWATER SELF-CLEANING BACKFILL COMPACT TO 2' IP TAPPING SADDLE SUCTION SCREEN WITH 12 95% MAX DENSITY MESH SCREEN AND 3" FLANGE IRRIGATION MAIN OR LATERAL, 2' MIN SEPARATION BETWEEN WELL FLOOR & SUBMERSIBLE PUMP INTAKE 8" OF 3/4" MINUS BASE COMPACTED TO 95% MAX _—I DENSITY II II II IIIIIIIII ..III IIIII IIIII IIIII IIIII IIIII IIIA -III PREPARE SUBGRADE & BACKFILL COMPACT TO 95% MAX DENSITY PLAN VIEW & SECTION TxTDIVERSION BOX & 48" WET WELL NTS 11.25' NOTES 1. ALL BRASS PIPE AND FITTINGS UNLESS OTHERWISE SPECIFIED 1 I I'll I II' 2' X 4' PER SD -911 �WATER METER BOX COVER LABELED IRRIGATION', OR IRR', OR NOTHING. LID TO BE 18' DIA MIN. FLUSH WITH FINAL GRADE rTn z 0 AIR AND VACUUM VALVE WATERMAN CR -101 OR CRP -8. 18' WATER METER BOX WASHED ROCK SUMP MIN. 1 CUBIC YARDS I i RAP BOTTOM AND SIDES WITH FILTER FABRIC ELEVATION VIEW NTS AIR & VACUUM VALVE NTS (GRADE TO DRAIN) HOE W& LOE D14%M AS fdBMMVD ID PJMMi�fCONFLE71E 0flFAb%fi ilUMW A! ! MW DWM of VNMTM SIYSML rsIM1E we= 1-t GiN_V f swu r111"wr r AN ,' " 0 WT 18 MAINLINE DRAIN NTS 3"x3"x3" TEE - 3 - 3" VALVES �. 2618— \TB 3 COMB. AIR VA L E '� q ® HIGH POINT 45' BEND + 22.5' B D . CONST. 18 LF OF 3\ PVC PIRR MAINLINE GRADE TO DRAIN) 45' 30 0 15 30 60 SCALE IN FEET 1" = 30' a�Nrl_�� J V0o 00 r, ET O t aM O N N U O M > J omo70 40 ® C001 00 U O N N 3 L 0 a1 0 V� � N W ® ! U c)LL W I— z 0 W C/7 U 1= C� O ¢ cn z >- LLi W LTJ � m � o�or (D z OW =D¢ z � O = ¢ cn — z CD w Q = cn Cf) o ¢ Of W ¢ cn z U = z U U O J Ul O W J w J (-Dz��—T��S z ¢ _ Q a_ U Q 5 Cl- W Z J U J ~ z D CD = O =¢O fn O LLi Q CD w in O E U cncl:f LL_ Y = 0 0 (/") O (D ULLJ _ U 00� � � z Cl- W z O U) z z Q Q O w rr I- O Q` Q 'ASS LAWN CONST. 40 LF OF 3" � ll� PVC PIRR MAINLINE Q W � (GRADE TO DRAIN) o O ® W v �J 0:� ® U) cc LULil r L^®rI N z o � N O � L d. (n 7O Stamp C S\ONAL FN 1�1G\ S Tlit R C/ytc` Q O �0 6 �Z P ^� PF O F �O Cosi-�-�� v 'L Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 CALL BEFORE YOU DIG! CALL DIGLINE INC. r'. PRIOR TO COMMENCING b-Diaw. UNDERGROUND WORK X711 brAurs d 208-342-1585 Sheet No. C7 N N r - r Eel °59'42" V — — — 603,26' III I CD N b C WM I I I I —W— — — — —W--1 — — -I —W— wV I I I I I I W -s s- - - 1fiMH I I I w — EP I \ I F7 w I T� \ BBQ \ \ \ TOT LOT I d' KEYNOTES O INSTALL 30' TALL "TYPE 1" EXTERIOR STREET LIGHT PER MERIDIAN PUBLIC WORKS STD DRAWING T1, T2, & T8 (1 TOTAL ALONG S. LINDER RD.) WITH COLLOCATED METERING CABINET (PER MERIDIAN SD-) LOCATED 3' IN FRONT OF DETACHED SIDEWLAK TO FALL WITHIN THE FUTURE 6' PARKWAY STRIP 2O INSTALL 25' TALL "SHOE -BOX STYLE" INTERIOR STREET LIGHT PER MERIDIAN PUBLIC WORKS STANDARDS (5 TOTAL) WITH 50 -WATT CLASS L.E.D. STREET LIGHT NOTES (CITY OF MERIDIAN): 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 3' BEHIND BACK -OF -CUB OR DIRECTLY BEHIND SIDEWALK, 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS (SEE MERIDIAN PUBLIC WORKS STD DRAWING 6G). 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. rz�\ 20 0 10 20 40 SCALE IN FEET 1" = 20' CALL BEFORE YOU DIG! i - CALL DIGLINE INC. PRIOR TO COMMENCING (now weiat'spelow. UNDERGROUND WORK Call bet= youdi 208-342-1585 11 UNSUBDIVIDED R—Oo FUTURE FALL CREEK SUBDIVISION TB ILL rB ` W CL 1 O O AJVA lr kLI wi • " rB \ r8 \ \ ♦ ♦ 2 \ o` \ \ \ TB \ z U z 0 U Qc C) 0 L CL z Lij Qc U W V a LL LL1 F z0 z O LL_ Co U C� F- O Q cnz>- LLION Lv LTJ F- m D' LLJ O a p of CL z � p W azofa- cn zoz aQw��w J cn oQ� LLJ¢�zm�cU W ¢ O J � J (n W J W z Q= ED J Q x U Qa- w 0 z � U J E F z O= O Q O CD Q p u-) O m = O O CD O U 3;: _ of U O:fF- WF-- z m W z O Stamp Q) E 0 z N N Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 Sheet No. C 8 8 of 9 11) 0 0 a CNd J 0 V0�M �ODr- � N �0 O �. N U —>°C")>_ J omoa a U N p U N L) J65 0O U O � r L O C NtL 3 a) �� .F_ 11) U 3 a) �o w N VN W U 0' M a LL LL1 F z0 z O LL_ Co U C� F- O Q cnz>- LLION Lv LTJ F- m D' LLJ O a p of CL z � p W azofa- cn zoz aQw��w J cn oQ� LLJ¢�zm�cU W ¢ O J � J (n W J W z Q= ED J Q x U Qa- w 0 z � U J E F z O= O Q O CD Q p u-) O m = O O CD O U 3;: _ of U O:fF- WF-- z m W z O Stamp Q) E 0 z N N Project No. RSC -1636 Drawn By: DWK Date: January 25, 2017 Sheet No. C 8 8 of 9