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HomeMy WebLinkAboutSDP201600070 Plan - Submittal (First) Initial Site Plan 2016-11-21W, Fit lal I I Jul a ----i i iA- RIO I TRI T, AL EM RLE 0 NTY, VA M SPI Cover Sheet SP2 Notes & Details SP3 Overall Site Context Plan SP4 Existing Conditions / Demo Plan SP5 Existing Conditions / Demo Plan SP6 Layout Plan SP7 Grading Plan SP8 Off -Site Layout and Grading Plan SP9 Seminole Trail Sight Distance Profile SP10 Stormwater Management Plan SP 11 Stormwater Management Computations SP12 Landscape Plan SP13 Details SP14 Details SP15 ACSA Details 1. SITE AREA: 3.73 AC 2. TOTAL LAND DISTRUBANCE: 3.50 AC 3. IMPERVIOUS AREA: 3.01 AC I 11/21/16 ON A L 6i _j F_ F - w w X (J) [filk 31iff IN W''M IN • 6i _j F_ F - w w X (J) [filk 31iff IN W''M • 6i _j F_ F - w w X (J) [filk 31iff IN W''M 01 jf WM 9+ IU IL11121 a MAI -0 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agriculltural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days iof final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This pian shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2076) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. The contractor is required to obtain any/all permits required for construction of these plans. 2. Any time work is performed off-site or within an existing easement, the contractor is to notify the holder of said easement as to the nature of proposed work and to follow any guidelines or standards which are associated with or referenced in the recorded easement. 3. The contractor is to check that all easements, letters of permission, etc, are recorded/obtained prior to the start of any construction. 4. Contractor to verify all site plans and profiles and details for consistency and if conflicts exists, contact engineer for clarification and/or direction. Interpretation determined by contractor shall be done at his/her own risk. 5. The contractor is to verify that the relocation of all existing utilities in conflict with proposed work has been completed including utility poles. 6. Contractor shall comply with fencing and tree preservation signage required by Albemarle county code. 7. Contractor shall not rely solely on electronic versions of plans, specifications, and data files that are obtained from the designers, but shall verify location of project features in accordance with the paper copies of the plans and specifications that are supplied as part of the contract documents. 8. Contractor shall comply with all wetland permit requirements, if a permit exists. 9. Contractor shall be responsible for all relocations, (unless otherwise noted on plans) includiing, but not limited to, all utilities, storm drainage, signs, traffic signals & poles, etc. as required. All work shall be in accordance with governing authorities requirements and project siteworlk specifications and shall be approved by such. All cost shall be included in base bid. 10. Contractor shall control stormwater runoff during construction to prevent adverse impacts, to off site areas, and shall be responsible to repair resulting damages, if any, at no cost to owner. 11. This project disturbs more than one acre of land and falls within the Virginia Stormwater Management. Program (VSMP), General Construction Permit (GCP) program as administered by the Virginia Department of Conservation and Recreation (DCR) under the jurisdiction of the EPA. Prior to the start of construction, the contractor shall file a GCP notice of intent with the DCR and prepare a stormwater prevention plan in accordance with the VSMP regulations. 12. Contractor shall coordinate with all utility companies for installation requirements and specifications. 13. Contractor shall be responsible for site security and job safety. Construction activities shall be in accordance with OSHA standards and local requirements. 14. Contractor shall dispose of demolition debris in accordance with applicable federal, state and local regulations, ordinances and statutes. 15 Existing utilities shall be terminated, unless otherwise noted, in conformance with local, state and individual utility company standards specifications, and details. The contractor shall coordinate utility service disconnects with the utility representatives. GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and. preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plot validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. The contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying Miss Utility (811). 6. All water and sewer pipes shall have a minimum of three (3) feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the safe drinking water act). UTILITY ARV - AIR RELEASE VALVE BOA - BLOW OFF ASSEMBLY CO - CLEANOUT CTV - CABLE TELEVISION DI - DROP INLET DIP - DUCTILE IRON PIPE ELEC - ELECTRIC FH - FIRE HYDRANT FM - FORCE MAIN F&C - FRAME AND COVER F&G - FRAME AND GRATE GT - GREASE TRAP GV - GATE VALVE HDPE - HIGH DENSITY POLYETHYLENE iNV - INVERT d" Y"XT'v" A T ABAN - ABANDON(ED) ADJ - ADJOINER AHD - AHEAD APPRX - APPROXIMATE BC y BACK OF CURB BF BASEMENT FLOOR ELEVATION BIT - BITUMINOUS BK - BACK BM - BENCHMARK BS - BOTTOM OF SLOPE CB - CATCH BASIN CG2 - HEADER CURB CG6 - CURB AND GUTTER CG12 - ACCESSIBLE CURB RAMP CMP - CORRUGATED METAL PIPE CONC - CONCRETE CY - CUBiC YARDS DIA - DIAMETER EL - ELEVATION ELEV - ELEVAiiON ES - END SECTION EW - END WALL EX - EXISTING EXIST - EXISTING FDN - FOUNDATION FF - FINISHED FLOOR ELEVATION IF - IRON FOUND IS - IRON SET LOD - LIMIT OF DISTURBANCE LF - LINEAR FEET LT - LEFT MH - MANHOLE PVC - POLYVINYL CHLORIDE RiM - RIM ELEVATION SAN - SANITARY SCC - STORMWATER CONVEYANCE CHANNEL SD - STORM STR - DRAINAGE STRUCTURE TSV - TAPPING SLEEVE & VALVE UP - UTILITY POLE WL - WATER LINE WM - WATER METER WV - WATER VALVE 6"V - 6" VALVE MAX - MAXIMUM MIN - MINIMUM MON - MONUMENT CONCRETE NIC - NOT IN CONTRACT NTS - NOT TO SCALE OC - ON CENTER OH - OVERHEAD PE - POLYETHYLENE PERF - PERFORATED PROP - PROPOSED PRVD - PROVIDED PWW - PAVED WATER WAY R - RADIUS RCP - REINFORCED CONCRETE PIPE REM - REMOVE REQD - REQUIRED RET - RETAIN RT - RiGHT R/W - RIGHT OF WAY R&D - REMOVE AND DISPOSE R&R - REMOVE & RESET SD - SIGHT DISTANCE SQ - SQUARE STA - STATION SW - SIDEWALK SWEL - SOLID WHITE EDGE LINE SWLL - SOLiD WHITE LANE LINE TBA - TO BE ABANDONED TBR - TO BE REMOVED TC - TOP OF CURB TS - TOP OF SLOPE TYP - TYPICAL UG - UNDERGROUND VESCH - VA. E&S CONTROL HANDBOOK YDS - YARDS OWNER SSQ, LLC 3002 BERKMAR DR CHARLOTTESVILLE, VA 22901 DEVELOPER: DALY SEVEN 1420 LEE JACKSON HIGHWAY LYNCHBURG, VA 24503 LEGAL REFERENCE & SOURCE OF TITLE: DEED BOOK 3551 PAGE 164 SITE AREA: 3.73 AC MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING & DESIGN 07/01/16 SOURCE OF TOPOGRAPHY: A PORTION OF THE TOPOGRAPHY SHOWN HEREON IS FROM SURVEY BY ROUDABUSH, GALE & ASSOCIATES DATED (MAY 05 2015) AND SUPPLEMENTED BY DOMINION ENGINEERING & DESIGN 07/01/16 DATUM: NAVD 1988 THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE TH 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEN PERFORMED AS A PORTION OF THIS PROJECT. BENCHMARK(S): CHISELED SQUARE AT BACK OF WALK = 470.95' WATER SOURCE: EX. ACSA 12" WATERLINE 29 NORTH SEWER SERVICE: EX. ACSA 8" SANITARY SEWER ACROSS HILLSDALE DRiVE ±500' TO THE EAST OF THE SITE. EASEMENTS EXIST TO BRING SANITARY SEWER TO SITE. MAXIMUM BUILDING HEIGHT: (5 -STORY) 65' ZONING: C-1 COMMERCIAL, AIRPORT IMPACT OVERLAY, ENTRANCE CORRIDOR BUILDING SETBACKS PER ZONING ORDINANCE 4.20: FRONT: MIN 10' FROM RIGHT-OF-WAY LiNE OR EXTERIOR EDGE OF SIDEWALK (WHICH EVER IS MORE RESTRICTIVE) MAX 30' FROM RIGHT-OF-WAY OR EXTERIOR EDGE OF SIDEWALK SIDE AND REAR: STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED iN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE, CURRENT USE: FLAMING WOK RESTAURANT AND DODSON GLASS AND MiRROR PROPOSED USE: 192 ROOM, 5 STORY HOTEL WITH 2 LEVEL STRUCTURED PARKING SITE TRIP GENERATION TOTAL ROOMS = 192 ROOMS FOR HOTEL USE (iTE USE CODE 310) AVERAGE TRIPS PER DAY = 1,327 TRIPS PER DAY REQUIRED PARKING: 192 SPACES (1 SPACE PER ROOM) PROVIDED PARKING: 192 PARKING SPACES ADA SPACES REQUIRED: 6 TOTAL SPACES WITH 1 BEING VAN ACCESSIBLE ADA SPACES PROVIDED: 6 TOTAL SPACES WITH 3 BEING VAN ACCESSIBLE SUBDIVISION AREA BREAKDOWN HIOTEL PARCEL: 3.02 Ac. FUTURE DEVELOPMENT PARCEL: 0.71 Ac. TiOTAL: 3.73 Ac. AREA SUMMARY PRfEDEVELOPED: FOIREST/OPENSPACE 43,995 SF 1.01 AC MANAGED TURF 11,326 SF 0.26 AC IMPERVIOUS 76 230 SF -175 AC TOTAL 131,551 SF 3.02 AC POSTDEVELOPED: FOIREST/OPENSPACE 8,276 SF 0.19 AC MANAGED TURF 21,344 SF 0.49 AC IMPERVIOUS 101,930 SF 2.34 AC TOTAL 131,551 SF 3.02 AC � T el L° . No. 33028 k9l 11/21/16 �SS'ONAL �'c" INDEX TiTLE: SP2 SHEET NO: 2 of 15 • 4. ar �r { r r NONE INDEX TiTLE: SP2 SHEET NO: 2 of 15 • ar �r r INDEX TiTLE: SP2 SHEET NO: 2 of 15 \ \ \ \ \ \11 11 I I ' ,,, '�"/. 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No. 33028 lc� 11/21/16 0 N A L m BE I Il CO cn ui LL- I wm��� DATE: 11/21/16 I \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ � \ / / / / / / /�v / / / / ` . \ \ � \ � \ `~ '\ \ . /1.01 ' Nb ~` ~. �� ~~ \ ~.~ ~ 30 0 30 60 90 mw / / / /- � \ \ \ ` \ DOM. PROJECT NO:16.004"-4" \ \ ` \ \ / / / / / / /�v / / / / ` . \ \ � \ � \ `~ '\ \ . /1.01 ' Nb ~` ~. �� ~~ \ ~.~ ~ 30 0 30 60 90 mw / / / /- / / / / / / /�v / / / / ` . \ \ � \ � \ `~ '\ \ . /1.01 ' Nb ~` ~. �� ~~ \ ~.~ ~ 30 0 30 60 90 mw DATE: 11/21/16 DOM. PROJECT NO:16.004"-4" MEN MEMO DATE: 11/21/16 DOM. PROJECT NO:16.004"-4" DATE: 11/21/16 "al Q)o CD LLJ -v A- ry FNTRANCE4+50.00 5+0 .00 d7� 47 46 46 4 �mm m m A --- i 111110 - SIGHT DISTANCE PLAN 9 475 70 65 60 0 ') SIGHT DISTANCE PROFILE �SP91" = tO' VERT, I" = 30' HORIZ ic. Na 33028 11/21/16 'ss�QNAL lilffl-WNUM "� I • MEN DOM. PROJECT NO:16.00 45 lilffl-WNUM "� I • DOM. PROJECT NO:16.00 45 lilffl-WNUM "� I t , \ \ i; 1 X419.8 DMH P G : ' Seo 1�2e• �V�%� o~' SDMH4�`o�� , "N' h� / - \� SDMH3� 5 R� r " Y- , : oA a, © X \ X ` _ _\� w , D g -_ _ f/N \ " ,_`"�----------��t_,_..__.------ — 'mow `'� j ���v �� ' �� t- , - , : �''\ n � t a ,• tt w -- . w — ,�, , — .. , _ ��••99 , , , X ,y , ^ \ �(� t � t � t t a ---' 2 � ,,,,,.,.-� ..,s ,, ` ` � r „�. .,,�" �,^+� , .-��,�„_.,i` ,fit- _ ,� _.... • � ,_ _ , % ``, •\ 1 y� '2-_ , -. �'� t•. ?, 2,.� W G 1�\� • 7 �.,,..,,.. �I ,""� •" _.+tU`Q A \ C4 { �i ll) < , IF 1' RT. OF LINE g ', '` Ex. o 1 _. _ ��. E— 4 OAK �i 4.1�:,$�J� \ w ;v'� t� r ;`�i _._. %f \ \hE '\ \ ts, i \ i �, � ��. `1\� /,•"^/W tµ N ,, '',✓ r t' , 9 -S �� -, ._.,."„-.__",_-I .,.____._._.« \ t, \ ,\ \ k\ 4t i��Y t9 •t¢ ,�/ ',=i t I! I f `\ \ f ± ,,,,,.,r t \ -,_ _ '! E 1,r�f it \`l53� t 10 a , it X , t� \ \ t � '`-'•- \ \ s sl \ t ,4 t t t d .,,,r"' / ti ' � x', <\ e `•t ', .v t `,� - A `t t � � t ,,,. ///j s V e d t � , � � r __ __ � V4! U) DOM. PROJECT NO: INDEX TITLE, , \ { V \jl „ SHEET NO: , _ _ , c 10 of 15 SITE PLAN 30 0 30 60 90 SCALE: 1" = 30' SCALE: 1" = 30' DATE: 11/21/16 �IINsoon e■■ : oA a, © X \ X ` _ _\� w , D g -_ _ f/N \ " ,_`"�----------��t_,_..__.------ — 'mow `'� j ���v �� ' �� t- , - , : �''\ n � t a ,• tt w -- . w — ,�, , — .. , _ ��••99 , , , X ,y , ^ \ �(� t � t � t t a ---' 2 � ,,,,,.,.-� ..,s ,, ` ` � r „�. .,,�" �,^+� , .-��,�„_.,i` ,fit- _ ,� _.... • � ,_ _ , % ``, •\ 1 y� '2-_ , -. �'� t•. ?, 2,.� W G 1�\� • 7 �.,,..,,.. �I ,""� •" _.+tU`Q A \ C4 { �i ll) < , IF 1' RT. OF LINE g ', '` Ex. o 1 _. _ ��. E— 4 OAK �i 4.1�:,$�J� \ w ;v'� t� r ;`�i _._. %f \ \hE '\ \ ts, i \ i �, � ��. `1\� /,•"^/W tµ N ,, '',✓ r t' , 9 -S �� -, ._.,."„-.__",_-I .,.____._._.« \ t, \ ,\ \ k\ 4t i��Y t9 •t¢ ,�/ ',=i t I! I f `\ \ f ± ,,,,,.,r t \ -,_ _ '! E 1,r�f it \`l53� t 10 a , it X , t� \ \ t � '`-'•- \ \ s sl \ t ,4 t t t d .,,,r"' / ti ' � x', <\ e `•t ', .v t `,� - A `t t � � t ,,,. ///j s V e d t � , � � r __ __ � V4! U) DOM. PROJECT NO: INDEX TITLE, , \ { V \jl „ SHEET NO: , _ _ , c 10 of 15 SITE PLAN 30 0 30 60 90 SCALE: 1" = 30' SCALE: 1" = 30' DATE: 11/21/16 Drainage Area A Drainage Area A Land Cover (acres) Forest/Open Space (acres) Managed Turf (acres) Impervious Cover (acres) Project Name. Date: Site Information A Soils 1 8 Soils I C Soils I D Soils Total MEM Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) Pre-ReDeveloi3ment Land Cover (acres) Develooment Land Cover (acres) ... ....... ...... SEE= =Constants 'Annual Rainfall (inches) 43 �Target Rainfall Event (inches) 1.00 ITotal Phosphorus (TP) EMC (ril Fo rest/Open Space Total Nitrogen (TN) EMC (rill 0 03 ,Target TP Load (II/acre/yr) 0,417 ,,Pj (unitless correction factor) , 0. 90 Runoff Coefficients Mull Totals I Land Cover Rv a Total Phosphorus Available for Removal in D.A. A (lb/yr) Post Development Treatment Volume in D.A. A (ft) 18 OUTLET PIPE = Hydrograph Report Hydraflmfiydrqrqphs3Dn,2014 A Soils Bsolls C Soils D Soils Fo rest/Open Space �:D�::�,::�,2:61, O 0 0 03 4 0.05 Managed Turf 0:, 15 0.2il 022 0.25 Impervious Cover Tc method = User .95 5r 18 OUTLET PIPE = Hydrograph Report Hydraflmfiydrqrqphs3Dn,2014 by Autodesk . Inc, 00. Hyd, No. I = 716 min Predevelolped = 20,558 cult Hydrograph type = SCS Runoff Storm frequency = 1: yrs Time interval = 2 min Drainage area = 3.730 ac Basin Slope = OO % Tc method = User Total precip, = 3.04 in Storm duration = 24 hrs Menday. 11 1 21 / 2016 Peak discharge ow 10-11 ofs Time to peak = 716 min Hyd. volume = 20,558 cult Curve number = 85 HydrauliG length = Oft Time of conn, (To) = 5.00 min Distribution = Typo 11 Shape factor = 484 Predevelolped Hyd, No. 1 1 Year Q(cfs) 12:40 (cfs)12,00 10,00 ........... . ... ...... . 6,00 ........... 4,00 .... .. ...... ... . ... . ........ - . ........... .. ..... ... .. . . .. .... 2,00- 2,01) ...w....^__..... OM 0 120 240 360 480 600 720 840 960 1060 1244 1320 1440 — Hyd Na: I Time (min) Hydrograph. Report for AdtcADSQnd 3D8r 2014bynn,10dt*k, finclos Whd.y, 11 12112016 Hy&e11-Hydrog.,pI.,!F,d,hAoA for fthCAD�,Cony 3M 2014 e;Attod0ek, Inc. V103 Wmiey, 11 f21 /-2x116, Hyd. No. 3 72 IN Pipe 344.50' Postdeveloped Hydrograph type = Reservoir Peak discharge Hydrograph type = SCS Runo)ff Peak discharge = 12,84 ofs Storm,frequency = I yrs, Time to peak = 716 min Time interval = 2 min Hyd, volume = 26,765 cult Drainage area = 3.730 ac Curve number = 91 Basin Slope = 0,0% Hydraulic length = 0 ft To method = User Time of cone.. (Tc) = 5.00 min Total, precip, = 3,04 in Distribution = Type, 11 Storm duration .......... oo 24 fire Shape factor .. .. ..... .... . ................. = 484 ...... .. - .... ....... . ............ ..... ...... Posittleveloped Hyd, No. 3- I Year Q Iola) Hydrograph Report HydraftwHydroquIphe Edensich for AdtcADSQnd 3D8r 2014bynn,10dt*k, finclos Whd.y, 11 12112016 Hyd. No. 6 9" OUTLET PIPE 72 IN Pipe 344.50' Hydrograph type = Reservoir Peak discharge = 6,131 cis Storm frequency = I yrs Time to peak = 722 min Time interval = 2 min Hyd. volume = 26,700 cuff Inflow hyd. No, = 3 - Postcleveloped Max. Elevation = 361,92 ft Reservoir name = 72 IN Detention Pipe. Max. Storage = 5,988 curt Storage Indicalon method -d. Ali 72 IN Pipe Hyd. No. 5 -- 1 year Q (ore) 14.00 14.00 1200 12,00 10.00 10.00 8,00 8.00 6.00 6.00 4.00 4.00 2,00 2,00 0.00 ��Wd 00 O 240 360 480 600 720 840 O 1060 1200 1320 1440 1660 - Hyd No. 5 -- Hyd Na 3 A !A, Total storage used = 5,988 cuft Time (min) 18" HDP 2' MH FRAME AND COVER G36" CMP RISER 8" 9" OUTLET PIPE 344.50' 4' 8. WEIR WALL 8" 3.33' 4" 2 Ali 1 72" CMP PIPE 1 1 72" CMP PIPE A -A CROSS SECTION S P I I -N 0— ..-SCALE__ MH OPENING 13-13 CROSS SECTION SPl1INO SCA[Z -2' MH FRAME AND COVER X-36" CMP RISER FLOOR ELEV = 344.50' STORMWATER NARRATIVE THE WATER QUALITY PORTION OF THE SITE MAY BE SATISFIED BY THE PURCHASE OF OFFSITE NUTRIENT CREDITS (2.38 LBS/YR). THE NUTRIENT CREDITS WILL COME FROM A NUTRIENT BANK WHICH IS IN OR ADJACENT TO OUR (HUC) HYDROLOGIC UNIT CODE. WATER QUANTITY REQUIREMENTS WILL BE PROVIDED BY SATISFYING THE ENERGY BALANCE METHOD FOR REDEVELOPMENTS, QPW S Qm (Vm/VPw)(IF) IF = 0.80 for site > 1 AC *ALL BELOW VALUES PERTAIN TO THE QP= < 10.17 cfs (20,588 cu ft/26,765 cu ft)*ll 1 -YR 24 HOUR STORM EVENT 6.13 cfs S 6.26 cfs QP= = 6.13 cfs 1 -yr Outflow 72" Pipe EB Qw = 10.17 cfs Onsite Pre. Dev. ENERGY BALANCE SATISFIED VIS = 20,588 cu ft Onsite Pre. Dev. Vpw= 26,765 cu ft Onsite Post. Dev. � ENERGY BALANCE Ill / Z, I 'L F. MYERS ic. No. 33028 11/21/16 "'ONAL V' INDEX, TITLE: �Pt I DATE: 11/21/16 Ali man BEENE INDEX, TITLE: �Pt I DATE: 11/21/16 Ali INDEX, TITLE: �Pt I DATE: 11/21/16 TREE CANOPY CALCULATIONS COMMERCIAL SITE AREA = 3,73 Ac 10% TREE CANOPY REQUIRED = 16,248 SF PROPOSED CANOPY= 32,271 SF TOTAL TREE CANOPY = 32,271 SF > 16,248 SF OK PARKING LOT TREE REQUIREMENTS 5ET TRUNK PLUMB. 5EE ` 1 TREE PER 10 SPACES PLAN5 FOR EXACT LAYOUT 1, 192 SPACES PROVIDED AND SPACING. TREES REQUIRED = 19.2 TREES PROVIDED = 30 OK TREE TIES, SEE 5P> CS. LANDSCAPING WITHIN PARKING AREA COMMERCIAL: 1-1/2" 5Q, OAK, 5TAKE5 PROPOSED PARKING AREA: 64,139 SF 5ET 180 DEGREES APART 5% PLANTING REQUIREMENT: 3,207 SF PLANTING AREA PROVIDED: 11,424 SF > 3,207 SF OK FINISHED GRADE - PLANTING 3° OF MULCH AFTER PLANTING AND'WATER STREET TREE REQUIREMENTS THOROUGHLY 1 TREE PER 50' STREET (EACH SIDE) 4° COMPACTED EARTH 200' OF ENTRANCE ROAD WATERING BERIM TREES REQUIRED = 8 EXI5TING GRADE TREES PROVIDED = 10 OK PLANTING PIT. SEE 5PEC5 FOR EXACT REQUIREMENT5, PLANTINGV. AND PLANTING SOIL LANDSCAPE PIAN LEGEND: AMENDMENT5. REMOVE BURLAP � 5TRING AR -AGER RUBRUM FROM TOP 1/3 OF ROOT BALL TWO TIME5 BALL UNDI5TURBED SOIL DIA. (MIN) TM - TATARiAN MAPLE 1 TREE PLANTING _DETAIL SP7 NOT TO SCALE_ CQ Key Quantity Botanical Nance Cownion Name Size / Cal. Canopy Total Can; Ret rks LARGE DECIDUOUS TREES AR 1 29 jAcer rubrum Reel a le 1'/" —131" 387 11,513 PC3 31 Ouercus alus is Pin Oak 1Y2" — `-3/1 37U 11,470 SMALL ORNAMENTAL DECIDUOUS TREES it AT 1 58 jAcer tataricum Tartarian Maple 6`-7' 107 6,313 BROADLEAVED EVERGREENS SCREENING i CB 425 Aronia arbutifolia Brilli nt Red Chokeberry 1'-1'/° 7 2,875 Carlo Grand Total 32,271 MH X32 In .- , SHEET NO: 12 0f 15 SITE PLAN! 30 0 30 60 90 SCALE: 1" = 30' SCALE: 1" = 30' DATE: 11/21/16 it i u r I r .. �... as s s � w 4 /q :c Boom .- , SHEET NO: 12 0f 15 SITE PLAN! 30 0 30 60 90 SCALE: 1" = 30' SCALE: 1" = 30' DATE: 11/21/16 E c\ICO m > ° SIZE BRANCH ANDc VARIES VALVE BOX ttI�TE3: VALVE THE SAME AS r. Tkt, r' to-vccs�r OR CAS w xT. in WATER MAIN 2. -Owhflf TO BE CLASS If cml N PI'AU .�,. a 40,0 mai IF Ror'0�1 NOTES . LM L 3. o0W1t0, JCN C:, En WTTER HAVW, A RAMS,. THIS ITEM NAY Bi PRt: 3' ;�¢ CAST U3 PA,aGE,. c: €lF X00 Tq,F OR i13S ('A.{YO FACE,. Of WRTI) 2, C;aNCK't To BE CLASS A3 W CAS?' IN PLACE, s"ra U 39A T t PAaY'Flk AN iaAD4 COWM01A 4000 Ps, F "= :CAST M.J. PLUG Ut CwrE (" v1 z�F wr= 4 T .tT)•rzsT oR c s HA�mtG nF Fejt E ax FACE ccTta, wa € . F RAOi4l C'uT CLF �P, Tk�" LiI�T'Tt3Lt QP' 'T.�#G iT,li�'T3 6 irY"1!R VARIES ' ' �=sru+cT to PAAA1,, Ta T . Pe TW. (WPTH OF MAY eE KTE UUQ A5 *Xti Aal'b$dti i5E5 AM, Tp Tt'E DEPTH 9F P' -H) ONYiGt§EASEO Aa SBJC3s AS a. TeiE £�AVEI NY 3' t.'Y MPS T}• f}$K',1R T"AT PHE, OOITINA- L'I' C NEI W L CaN410E W;T•ti THE OP Of' A � 5, Ai.Lt;Yi AGUE CRITFMA FOR TW, VsF OF LG -16 CJURSa' OF NL PAVEMENT S.i.:v�STRtJCitAYE<. �e o' Is, BASED ON kdYJAt`laVAY I'".."�r"�aSfW-*'dWN 3m OTHERWISE. THE MPTH'IS T€1 i8l' AS SHOWN. �TiGY EEO is St,tg4YRt H4 Ff.P • .3X A, tn' NG A„R .fST .,NT iN TFC T RICE 90 IS TO K MADE q. .. ” F A t FE c t rr tC 3eAE ,NP T' N 13C£ C) CURB INVERT LINE " d. M THE dm s �At SHOA t Ri TPF;_swxTA, �E , c;f<z IS TO ttE usrQ LIN rc,TwzwAY� M££=�� THE. REcxNfzEOF T;a FVD rd1x6 A� a �wN � � �., s' �,. _ 1. CONCRETE TO BE C CITY MIX CLASS A 1510, ...... ,., ?s')PEFBNX A OF TPS V'�L1T SAN AWS,4 k{td#dAl.. v� �y "'."".,- •,"., Mt Tsi: SEGT,DN t;# £+S :aTBAti S:At`x,7.A'7D5: f �U �WATER MAIN ROD VALVE TO TEE , 2. WHEN USED 'WITH STABILIZED, OPEN -GRADED DRAINAGE # , . , , �, J �� i��,, ''"'� : `3. � LAYERS, •iMi E BOTTOM QE THE CURB AND GUTTER Sh>ALi. I BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE (COAT RODS WITH BITUMINOUS PAINT) �� � � �.s' -� " URSC` AND G THE DEPTH CE THE Slf��E CO ON --LINE THREADED COUPLING , �, � _ .. 5W ��` , �6 t{ p VEMENT UT NOT LESS THAN THE THICKNESS HOW PVC SLEEVE TYPE B ) PVC NIPPLE AND CAPS �� ( 3. fii3ll.-TOP CURS & GUTTER tv§Ai" BE USED ALONG OR ? �. �� BUILDER,S OPTION: 3: AREA MAY HE SUBDIVISION: STREET HAVIRG. A DESIGN SPEED NOT o A' CREATED THAN 0 MPH, BRASS NIPPLE AND CAP . _ .: � t}mow Ct N� RETF, cir 0 CUED IaIA! I T BOTTOM,OF THF fmw 1A I � :r -o" EVTIFR MAY BF C`ONS$,*e47 T ° ° OLLOA SLOPE DI SUB–BASE 1 I LUBRICATE ALL THREADS ,1*A�.. tp Tk '�F'iT 3 il; � PROVIDED EBMINIMUMI EI TrI OF THRUST BLOCK sre� a s ' _ METER BOX (SEE FIG. W-7) Tn'r� afRTtl rst :ori �x�� a trAm a. ISM AIDED. VALVE BOX" A,. _.......-,- «. NO. 57 STONE ic. No. 33028 M.J. FITTING-�-w�����—' — 2" PIPE SLOPED A012PTASL Al,.T NATIVE TO DRAIN IF CURB IS R7�I� TLP CURB, GUTTER NOT TO SCALE �0 w� _--= GRADE ALLOWS 11/21/16 VARIES VARIES 2" GALV. OR SPEr CAg N =TEh E l iCURB 'A,vwT 1 - _ BRASS PIPE _ STANDARD CIR RG+k+'A°R: Rizlp� °ST✓;ATaq.z, ,FICATA13Pi Vi�CBT_ "Isv,s rs kAT siter, , i SNA L 2" THREADED TAP t F �TEw I COMBINATION " CURB AND GUTTER��� Y��TtRAEPRRTM�JT � TRANSPxtTnTtrl PLUG coy A -vol H OAT SHCEI 1 &'.1 5 a2 VAOM a DEPARTMENT OF TRASPC RIATION DEAD ENDS' (TYPE "A") rl" TYPICAL BLOW—OFF ASSEMBLY — DETAIL CG -2 DETAIL 4 BOLL TOP C�TRB w (4�COG NT TO SCALE SP13 NOT TO SCALE SP13 NOT TO SCALE ^~ _ 0 SE�INOT_1�0_1_IU_ W w 14 1/2" — COVER LIFT NOTCH ® Q 12 1/2" , tENiTFe 01 0'; _ _ .. RLIs+tTS �' OG -13 CG-.�....._ 12 3/8" DhT h SECTM6Mf cAStT R�+•-. - /x aTwH sTta wcaEv� is �r�3 unavkt r —� 2';;,.. NATES Int ecYhl5i. +r w m LUGS TO BE T' Asr L 2�a x -40 x W o A WIDTH OF ENTRAri Ci �__ . ,^�:.f # —._.. COLLAR 1,. DEPTH FOR. .DET t. TO E SHOWM. ON p , OF OF ` .... _ I: 1D'-4" LCNG : PLANS, FtNt> DEPTH. GREATER THAN- Ka' USE # 3 ., vo' - 3iCiE 5 RWTE M ROUTE. STAPOARD. pi,i 4f +h5 x 8'° BARS 0 T2, C -C .. .: .. B .: ES�9 '�`,+� at, . ItAN.. GtYtC: CE3vER P/p., t AvsD GP: ,-�. #5:00WEL.:Fk'-LON's 4 `2" C- A ... A:; - i------^• 2. THE °H�"pp-DIgME�NNS�ION SHOWN iNt THE p�,� 5 %tilx �° �?. '� " : C3 stMT tdlN. ! Sfl1lL 8E ll KeFIED O THE OF : td uttf—j i) P CAST:: Y. GALV.- 4NiE 171E},DEp.: THE OUTFALL PIPE TO THE TOPI �TTHE £X Ahb34N .S IT 'v fi k * 3, RDN 1 3iE£L 1f =A& N�PRC1` PiNILY F MMONS : � I WATER _ : x: _.M h 64 ± WELD ALL PURPOSES' AND THE AETt1X DMFf Ms F ..,; _OPTIONAL_ �.y� W _ :cE Res_. as.B les GTQRS. aY THE i'RlJP r PEDESTRIAN t�CCIrSs ROUTE DETAIL 3 L8S I TOLLAR: CdiTRACT(R2O CONATIONS. I Q ., ..I@EYdALM .- - iaN7$t7Nid_ TTT- ^1PAY Ta RiOtIE?EO if' '$ T. T i" P7}i ' s- < HE LUIS e?� SFD Rl T 1 .... : 2 ACc£SS _. T EXTEND Y - XtST T . . tC1.uDx+O ' WCI.UWNG J. 'MHEN SPECIFIED T3 AHE , IN ACO '4 .: w . y[,� £ ONRi E OR PRpF?.O ID tOt1 . ., ... -' '-- : - {s e.-'- - , 1 ,.—F`°"-.• i. ... IC :-MYERT IS -TO:BE SHIWEDIN/IECOROINCE.. .. £9tFPiaANSlfSt�f ,3i'SDiT-f�ia&tt-DF iililY. 18 METER BOX ,. a — WrrH sraeo�we ,psL-,THE t»sT of i,AUEU SPA" � � fy ,;T. TOTFE: MLISTQBE g t S,"APAY K, . CAST IRON LID i PE',ESTsasite AC%ESS;ptftCS PRtiYPE ACOkSTiNLaCLIS UNQBSTIiLXTt®, w ,,n : NGL THE BIS: PRICE FOR .THE . �y t T T ' ; ',. ' STAB E, fes/ AA i7 $� TSS5 tAHT € ATH CtCTIM ALL ACUSSOLE 1 7F ATE uAE T tl l AL ESI{ ki u s « ), »: " smn T : b E waw . a ELE nsTS OF A F• 4TY THAT cart T : . x /i. x �%_. x. 4. S K 4 : � APFR4AK:9EN EN SEBA AiVO Z , r4EE SNEET$? ;iF .,; LtKiS ' D _ Ga Ci STUD SHEAR i,� I USED ke Pim WIT $,� A ITS IS adkiJGEt1r t� BAS OF A F a ETsSL PLAN +. IN THE EVENT THE VERT OIF E c`v CQNFGTURS 7ti - t CilRB. M9N;k%�t!] YYF(ii'Fi P,�tft..BE &`. +7-+ BI G" fEa>: V -M Lt, iGRATE REtIOYEDa — 'I JLL pFE IS �yAN TFE' :-.. -. SEE OCTAL A Tf0 .TIE Si TIME TtIE x4y"I VtO3 t t3E .. +..:"UTl"EI# tail�Ya OF CG -13 � G] >R ?"itRt�- _ E --%J ,4i,'',: �Ei',4,4:(.. g. ., T T TORT SHALL A SVIMED .. : : wTl'H CEMENT MORTAR TO PIVENT-E2APiSitNt .3C>�V7` e st !F'ED£STR1:Ua .i"ESS #26U'£a WARE &Et, PR1V�`Ei. +a O _ ,, SECTION B-8 sT OR t+w+GtNc .ar WATER w+ THE I e T#tAVEIes.E wtpTH Ts itEtkiEC �tnvtt uAx.2X crtoss SLi3PE, -. _.'.,_-- —;:- _.._.T....... STRUCTUR6..THE COST OF..FURwSHrrGt .. .. , .. .._...... ..._..:... ^w 2U` f -r .. ,w w w, y NO ALL MATERIALS 00MTAt _...,G_ .: t3(3TE�. �_Y� .. M ' t .., _.a COLLAR DETAIL IAN wuSEa vo I r sH !wc 15 TO a Nau ta Tdo w." MALI Ro wAY N 111E BD. PF9CE FOR 'THE STRUCT1RtE. PAY LINE I t.RCIISEA 3 SIDEWALK » TO BE PG4i.REA raOf I7HiGArI X iNTktWt12AadiE 2...- '..::- ' OR By L04 KROISSIBLE CONSTRUCTION 4UT WITH PCOUREi} BAR14, b STEPS ARE 7D BE PRDY�ED WHEN H LS SECTION „ -A 4.F ;FOR DtNAP ND WASTE bQNNs TO Ws1TERWAY$. 4' 0� OR (ifATER. ftN;:D�TNS;SEE A g 2_PR U 7 W K T: i.CONCRETE, CAST CNi „t.-..-.3 OPOSE S 1E AL O tE CLASS 3 �,� < r'ERMI, E a TAilt< 8 srAwHm- sr -L HALF E PLAt�I `L �> t'`?RwTs•',tt:Tl °I ,,, ,.-, `", .:. k ",MAY MAY BE PRECAST OR CAST - L DETAIL A a;w+�E r 3.sEc Ers 8 Aid. TO � NIL5XW PLAUO I'GENTE4 TO CENTER r,�",-. _` ._ -8" "I ,,.. - FACE e rami r. As .t ?c. rtc-1c t;l -DEPTH OF ;rwAi.#. Alba+ p T . F + 2 HARDWARE _ T.: 04 X a SMOOTH DOWELS AT tr:. G T CONCRETE COVEai . . K. TYPE � }, � d.OTH r s" sEE OEIA%. APPR6)WATELY ,2" c G BE rt�iu tt Thi }} �p d.A.L OCfA9S # t3 EN"dONS NOT YCWH C THE S^ AS — 2. 3" DEPTH AOOR '—'—"i PLA4 IN ALL AREAS ADJACENT_: . WITH IBUFFE,R ST IIS _ To o D PREVENT 18 'SETI�i "P lrl�a.�ze�It s�sT'�iETa�iT:N°u"� D�Da°rELs � � w _ d x 4 TH .. 'A 2"X4!': NOTCH MAY BE PRDVMEO... r . v a s v v r, a n�- �{jj --+!T_"'!' fl Qo�a a R a 'x ao°o 0 S.AS NEE A Ata(i Af�d.iE6 TO i7T#�R EattaAt� STAaAtA�iS iC fl U��� SEE sT 3, 4: FOR °v 6",ACGI�C9ATE, SAS � AR9 NOTES-. .. - :. .:' _. S 5, ,�- ; _ . , 3" DIAMETER � :ALT .. TY 3 � - g i9-ce-�. a � AS Tffb PtECE1 SES. t�=-I +°+;'i . . , Fait t,EA1Ea,K...tLtTE.z tl? THE SETEGTkHt-E i15RIA,t� t:'; P E, EE SHEET $t„F _. y.� In D. CQid.%'R : :wNPHOLE .:: f' St 2 ,---- ++ SF,E NDTk:9 &_ S!' DIAMETER WEEP HUT.£ T Ti'!%Gt" „„� 6.Wt�R USED H^t C3EtJ4iNGKsN tN7TH 5TAi�TAttq CG -3 tf CG •Y.>!r� � i " P a+t GtIR@ fAGE cin t ST.MVDAFIO t� Ter sE AiisTEi3 To atArt�l Th% Cr EXTENSION � i�ll�1UI1HAADiYKiE CLOTH �' .. ' • V E THIS T;EEiis±:'+! TO E I,;EEia Ft7F: a CJCq 7 ?;AvTt Fd THAT CLU `.JtzP�Je3$eTEa WIDER r;F EV«k.FO L:41:.iel6tt_ 92" . . I'k' AIDEs'%2E(F [R1 'D AT TOP OF ZURF, FsAMP, WNtW C `r'5 R LEI'�.TH fl� FEET F�Fd r;;r'ati �:� �z .. ...:.. ..: :. ai: GILYANZED STEEL.WYiE � .. AtOf3ildARE.E: i'itR Gil�'ifi4XtATtfNt. i---: OR 1YYrt DUaETER CA3" .= 4 Ft. SECT A A N " DDafl�a�Q��Q�� 7 Y'? WIR CLAE TER AN�M7RED FrRatLY 7.5CE ST RAtiD CO -12 FOR OCTECTASLE WAiNNG DETAILS, t —i t4 44 ' s . 'T THE t r5VE � THE STRKIURE. �, tJ 6" - - ' • s d • 8. CAST N PLACE l•Aa1GRETE L4 TC BE. i 3 x W' BARS Q ..J3 _ a, „^•-,.. �' °' '(jl j(�' PERatttSS€Hi.£ t:cuasTRuc7iGt+a..JOtT f� n * 41�UU� U� UU AA�� ti�pt�p} p ppb T t 3E IS TO BE 4QO, fS , .: TRWTtON JOINTa P.°Si$',�?E LAT,t.41ti �.... xx k'�SLiLt;�fi?E Lhti^i"i+H'r. ..ti. T>ERt.E55T�,E gtiAaS F•+ -t �, _ ,-r%EA LT.. ;TE JF : ,�rEti trH�i�,+kif 't3F -G• .... PIPE SLUT �J TRI;'ilEL3Y�tY SH:fit_L TRs'.4EL;a'Y1�° .SHALL SECTION A^A �+� � xr. ANY ALTEPNATE METHODS # ANCHORAGE �* _ i„t�� t " MUTM,7� APPIWAL OF THE EER AXE CQV£R 3E Nt%�E�C YtiTHIN CONCRETE LIANTITIES FORS MI . DEPTH � UAY 9n.5U57,TuTEDc c 'r DoH. ,a. �.,. BROOKS — EVIE viTH q N oETAIL B THE UME : THE MARIE LU0.5 AS SHOWN HERECH (2 PLACES) 200 SERIES',. AP[coXwATE WErcItT �rFt�sis3L;� ;a;,Ez,. CiT�a�di:MLP Fk'#E,�iy. �., - ,�. < .,s :a-- :<€• 2 T83 E PPE t++o CU -YO CRETE i i. PFE `` (X7.Y0, TE.:. i/� e.' * , A :•... .. ii 'r. ,._._. L i _ CAMT tRON t�. MWNO WASTE TO WATERWAY PPE +: 52O W. YO. , E 'J4. 1 , 105 0ETTERIH'L C AEE ON ALL D1-1 �. — g3AT a p e m a - ' :-GRATES. 'LOCATION OF-IETTERN3MAY G a z p < b AGGREGATE BA';E .> o... e a ....m n +-- _1115t - e , z+u P TWO Gu. Ya . CRETE SECTION CMC SECTION [];*D vARY sr :uMAC7u+ER. ,, TYKET$t2E 2T ` ` tar � � tiro s =010 : cu: YD, PER- _ _ ,- to � I, � > � s AGGATE TrAse � .. s ARC+r�a"F TY,ti£i5i1'i 238 :... TVf$S,t2E 2:RB Fart CF DEPTH. ORATE:: DETAIL � METERS) CROSSWALK Ctaos �;1� � � = ` . .1SECTION 8� 8 SECTION C -C SECTION D -D LTi NOTES. (5/8)'-1)' T VpipT sPEaFICATXIH- SPECIFICATION � . TYPII AL PLACEMENT �� � � Q _ REFEREakt V`00— PIs :AL PLA EMEMT 1 1 STANDARD DROP I T I BROOKS 2200 SERIES WITH T Y _ Us Row'AND > sTAamARos N�• E '� z 1 UNPAVED AREAS PREFERRED LOCATION). PLASTIC SAT IITEP�E�,il1� �c����aL� � � �- _ _ {) ODt�MERCAL ENT'ANCE T INTERSECTION 1) _ ,,. BEAD AND tiRAiG£ STANtYABTh i sl AGONAL TSL L E ME NT si EET 4: OF , REVMSION UAW 12 24 . PIPE. MAXI.MUI+A DEPTH {H) .. 10 ass .. s, WITHIN .rPOSSWAL . AGONAL � � Jul 1 CIAO .Ai LA EIw EDIT (HEAVY TRUCK TRAFFI ANTICIPATED) 6 EXTENSION OR APPROVED EQUAL. WITHIN CRO SI ALK (WITH BUFFER TRIP) WITH �IUFFE€d TRIP 104 CH YEAOEPARTMENT OF TRANSPORTATION sO2 ��� ?Ev5#�dd DATE SET I a � Ii AM and TAYLOR N a . 61015-8 _ _ _ VIRGINIA DEPARTWNT OF TRANSPC RTATION iTr T,OS � (2) PAVED AREAS (ALTERNATE LOCATION). CAST IRON BINGH d �a�CfFit�Arwpu ,� �I REeIJM{DE - OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". G --DETECTABLE WARNING SURFACE Tall TYPE A (PERPENDICULAR) LAR APPLICATION REv176 DATE -SHEET 2 Or 5 (3) FOR TOUCH READ METERS A 1--3 4: DIAMETER HOLE IS REQUIRED IN THE LID. VIRGINIA OEV,�RTWO, T OF TrAN4FCHTATION � CG -13 DE'T'AIL TYPICAL METER BOX � CO_-1� DETAIL _ VNOT I—I DETATZ — _ sP�3 NOT �o scAL� _ �--► � �13NOT TO SCALE SP13 NOT TO SCALE TO SCALE -- -, FRAME 8c COVER w (SEE FIG. S—I—D,E) STREET SURFACE OR J iTCkTE- v4HEN A, €'A ';vMETl,t L ENM t<t . NON -PAVED AREA " " rH � s LOPE SHAU RE 2y, F1 A W19TH Cf 5 FEE( SLOPED AREA +IA 0 T DE A � STREET r t H vtE c F4 tFlF GEE�ERAL NOTES RESERVED '&,,'' k aaxL�aL7r.E PU:u AA'f HSEE'TE I' ,9HEJ USE kd w H 4- GELDED§ i.ITH aT Y >�IG a - "H:C,=ih::i i+Lt�'Y;E` ia7 } I ~ TE 3"£ Vii:. d3� C r, THE t�Fi.En.E "rt TW T��•.gf:;.. I �3a PP ��""�'YY � ""J t�"Vi t^� y . YYY wLai"dSr fiE A] ��TE� T�, 'A'Tt,H TiIE #dturfTo�lE cif>is t6' '� Cld C`.T` -6 €L`Tfril .7iEA71 It 1'-0's MAX 3000 PS! CONC. BASE 1,5E r7Wt E+�TO H 2'-0,,MEQ NH THhSTANVA€P BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN rE sry j aPT�3 WEDG—LOK" TYPE , FLq�y u}E 3 MAINLINE PAVEMENT SHALL EE I20GTMXTEr} TO THE ''n I.� ` ✓' �9' :. .. 1'YeV LlteE Ell E:°7 All U3uis.✓<f3E ThFAl12.4T1'JH RUBBER COATED STEEL -- t - `_ -' r'EQ,11 Ets F � acv e arETs we Awe IIVVJF .6) q v. Q 1 .a Eir'At'T14"d STEPS OR APPROVEDaI,FT I Lx ,� bAfITTE H, THE E,7P E, 3'-0" MIN o _ _ T HcN,THuu xivNA71,w d�TrEH EQUAL CAST IN PLACEo -- T ALL r TRE �ImFjENT ii 3E�C�3 1�11iii£ ttrix — IhilT6�7}II7TH T z,'- L A:s. ) d� kiBt;aLIHE .3d,�3-dt.,. PRECAST REINFORCED Sit.AM TVPId.AL sEsTlr,•H EX't;€.iT FE1i2 rEs L.4.,@taEfvTik.17XE.,: CONCRETE SECTIONS 12" MIN i BRANCH PLAN VIEW ENTRANCE NOTES ,) „ +"A ti AHEM THE ENTIA 4E-tIA 11 P <Nz3T Y LU HV;gf�ATE THE 0 RING SEALS 4 1 6 MAX 12 - �- T &ANC itDdURE ENT E AfaTtt>H TEs HEV TRIX9 a re,Na�tarvEr>�,i3fA°E wLQfE TZAFF,'`, THE ETH EVhIiiEVTALk .!KR ;fa)Ars' MINIMUM ELEVATION rDYA@ �KOL CURVE lENTRANCE CNLi'l � WITHN THE LIMITS � THE R;�41EWLb He ItE3Eo�.7 TO, ',SEE brC. L3P 4'—�" Earf CF ?EYT OR, 9k HNx. - E, PI -NNIS. ARE T.^„ 1(v91CATE d31 -EPI GodRTsil:Thry OF i4 FLQsP DIFFERENCE ACROSS M.H. 5" r. � TIGtTrL FLOW uvE '. � �� k,.� cHArrE � FROM INLET TO NUTLET �> C €IEE LASE lf?&NZUY. TO €R YhE ? 51T1'JE MIN GE ,a'fi 5 ONLYI siFHlAr0,E :ROA i A«. t-- -. i _. _.. KITE THE Esrrr'z�cNce,. �» - rs� ' 1, '7 THE HE?IRPPLE JINN, VIANII>ait EYdTiF�,+ E 7TSE H SHALL BE 0.20 FEET. sF E ,.Hsra(E C LI5TETv IN THE ALLUAZIDL EnTstraacE .IT% CONCRETE VARIES I i a G ? E'crtoeEE VALE AHEsT.dLE r STEEr _'a1RN• 22P X4elt FCIR DEPTH OF FLOW FILLETS MUE GL EAtTfAJvE INTERSECTION NOTES � CHANNEL TO BE I° 3 4 DIAMETER OF 9 YaHET £'t; -31S --.ED Ff)? STREET fCa IE TI',d .. THE _ �,�`� _ CFiF'w'Tk`E,CT :t.?'t;J7£ CMA7`T'vE$ WITH 1u p&iL.f3LIC C:Jt'YVE. I�fa„Ei,Tr f•, RCt S a7E i}E3, tdEtY IN i C3`I@Atd€`E H°31TH PENALTY Aa aHTtf Fl7Lli” rhi' TH£ ATs�L.IA9LL E� Jl. EkHlcf4TG CONTRIBUTINGa —F TtEr Ru rE,nw MAMIAL, N', La D11"O STOMNC NOTE: `�EC71ON A. - A `d HT tYETAN E At 1 VALi'E-�E��s14EME 7T`' _ SEWER. a e C TiG�iA1 FLOWL E Har E d dE ��, I y �F t$500 ° a 'o 12" FLEXIBLE CONNECTION �„ : QPT*PORTIN-L F £;JrTE WAY-TiD R.EWPROACE �;;-.,ITIX OF iw�� � � � Lu A FILLETED INVERT FOR A SMOOTH WITH STAINLESS STEEL ALL CONNECTIONS TO T TRANSITION OF FLOW BETWEEN rclzr��> THE mTEr?sE�n�u: � EXISTING MANHOLES SHALL INLET & OUTLET PIPE SHALL BE BAND ii ALLOWABLE ENTRANCE RAGE CHANGE — I RG rnR� n ANin n �I �ulRlrf l- _.... __.ONE NOTE W'/ NO. 68 STONEPROVIDED. MIN. 6" BEDDING 1 . BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION BOOT INSTALLED - SETIC�N f -T' �k?LEE4ari:.REd DOM. PROJECT NO: j 6.004 INDEX{ TITLE: LISW LOW I LrSS TH4 d E"i« SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.VAN _ p t 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE a TES ALLseE«sTHA� e t:ItLTE TABLE Ir *VLltrsPLE TO `,TREET rfif,iE T!"� S.FE IFIH'ATh`;?I . EFEIeEI:t::E vu METHOD OF TREATMENT .. .- .. EXTENDED OR NON—EXTENDED BASES. r ANO �Zl'I"CE STA, a 's (CONNECTION FC 2 STREET i iTER$ECf1 3N$ AND CCiMMERUTAL EIYT€�AiIUE ? 3ArE HEEr 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. AROVIIA Dee .AR7VE#T OF TRM-T.C+arTATION , la �..�� SHEET NO: 13 Of 15 � �IA1��OI�E �NTTT� BRAI�CT-I �'IE TN DETAIL 10 CG— t I DETAIL 1 I ASA PARKING SIGN DETAIL SP13 NOT TO SCALE "P13 NOT TO SCALE P13 NOT TO SCALE DATA: 11/21/16 FOR ALL BENDS SECTION 1-1 45 max L 2 - ----- D 45° ° max i PLUG 2 ` ' 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M NG AS JIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. OR APPROVED EQUAL BEND MANUFACTURER OR AND STONE BEDDING (J' L H T L H T 90 2.50 2.50 3.01 0.24 SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE 4" & 6'° 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON 11 1/4 1.50 2.00 2.50 0.10 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 90 3.66 3.16 3.21 0.48 2, POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" 8" 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12, 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.SJ. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCK DETAIL _ -_ -. _.................._ __._...._ __ ._._..... _... __ NOT TO SCALE (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1" r [25mm] 2" (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" E[38mm] / \-(2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA 1 1/2" [38mm] [699mm] 7" �26 1/4" DIA [178mm] 1 1/2" - [667mm] 26" DIA [38mm] [660mm] 1/4" (6mm) DIA 3 1/8' 24" DIA [NEOPRENE GASKET [79mm] [606mml- 28 7/16" DIA 5f8" [722mm] II [16mm] 23" DIA [ 584m m 36" DIA 25" DIA 7-� [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION MANHOLE FRAME AND COVER DETAIL NOT TO SCALE NOl NO " ''OMPRESSION x 3/4" MALE PIPE COUPLING APPROVED EQUAL SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/4 BEND COUPLING (IF REQUIRED) WITH PART V, SECTION G OF THESE MUELLER NO. H-15069 (1") LOCKWING NO. H-15068 (1 1/2", NO. 2") BALL VALVE FORD L02-44 (1") (INLET & N0. L02-66 (1 1/2") OUTLET, NO. L02-77 (2") 36" MIN. OR APPROVED EQUAL BETWEEN EXISTING PIPE `- CORPORATION STOP (1", 1 1/2", 2") MUELLER NO. B-25000 FORD NO. FB -600, OR APPROVED EQUAL T R FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. OMPRESSION x 3/4" MALE PIPE COUPLING APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. E CAST IRON LID _ FINISHED GRADE III= 10"-15" I BROOKS 2200 SERIES BOX WITH III- EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS III. COPPERSETTER �I McDONALD 20-209 WWDD 33 III OR APPROVED EQUAL METER BRICK AS - NECESSARY CAL SERVICE LATERAL INSTALLATION SCALE_...._ __ _.._.__...... _..... _ ._... PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS, SET DOGHOUSE BASE e. a a EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL ; ' ...A ;° i MIN. 12" CLEARANCE BE PREFORMED BY ° BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING (J' SAW CUT TO FIT PIPE OUTSIDE DIAMATI PLUS 6". , _ • . 12" THICK VOOT No. 68 STONE BEDDING 8"x8%16" AND 4'x8"x16" SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) - MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE ON FIGURE S -1-A OR NON -SHRINKING GROUT ALLOW CONCRETE FLOW A MIN. WRAP EXISTING PIPE WITH 1'-0' BEYOND BASE 1' NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2, POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. 99DOGHOUSE" MANHOLE DETAIL NOT TO SCALE PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� 0/ r;E ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. N0. 4905 z Li (SCREW TYPE) OR APPROVED EQUAL _z cel � n { Q0 M.J. GATE VALVE WATER -11Hh 1 I dHhm LINE 2500 P.S.I. CONCRETE THRUST BLOCK a a �3 2'x 2' BEARING AREA, a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NOT TO SCALE EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 36"MIN 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION - INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER - HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0, 68 STONE SANITARY SEWER INSTALLATION DETAIL NOT TO SCALE ---------------___-- GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. BEDDING 8 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 24'IMIll N INITIAL BACKFILL UNSTABLE 8" 8" 81, 8„ SOI LE MIN. MIN. m MIN MIN 0 #68 STONE -[GRANULAR FILL AS f APPROVED BY ACSA , E E/E STABLE SOIL ORm�/irROCK' STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NOT TO SCALE KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (A--423) OR APPROVED EQUAL NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 6" GATE 8" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST a 9 BLOCK AGAINST UNDISTURBED STABLE SOIL. [ II (. STEEL PILE 1 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NOT TO SCALE frP ® ', MIC F. Ma Na. 33028 �0� 11%21%1 "' ON A L ®ATI✓; ��/��/�� T � EN ®ATI✓; ��/��/��