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HomeMy WebLinkAboutSDP201600073 Plan - Other (not approved) Initial Site Plan 2016-12-05t LR� LA 01 WA � t t t tF:1 It lb•• � 1 2� P-T- 011ie ';� • iMk V A 0 41111114411 j j I 1 01 I!Jl =AO ;S #1 TANDEM FRIENDS ;CHOOL PROPERTY ACCESS #2 SPI Cover Sheet SP2 Notes & Details SP3 Existing Conditions / Demo Plan H V Layout Plan SP5 Grading Plan SP6 Stormwater Management Plan SP7 p- SP8 Details 0", R .... . ..... . OAR, H1.1 11 Sh", E, K It4DUT,Rf�L:PA 2 .1NILLOW LAKE 4r 4 SCOQL SITE W PROJECT AREA 15 W —Bro kNII Farm. SPI Cover Sheet SP2 Notes & Details SP3 Existing Conditions / Demo Plan SP4 Layout Plan SP5 Grading Plan SP6 Stormwater Management Plan SP7 Landscape Plan SP8 Details E CJ C\J C\j 2) 43. E JZ: ori v� -21 co 4' CQ MWN N U U& No. 33028 lvI�ONAL R - ca 0 LLa Uj M INDEX TITLE: Is j i I,, I DATE: 12/5/16 SIVE DATA GENERAL NOTES LEGEND TOP OF CURB ELEVATION E „ BOA BLOW OFF ASSEMBLY EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION OWNER TANDEM FRIENDS SCHOOL 279 TANDEM LANE CHARLOTTESVILLE, VA 22902 DEVELOPER: MARTIN HORN, INC. 210 CARLTON RD CHARLOTTESVILLE, VA 22902 TM: 91 PARCEL 2A LEGAL REFERENCE do SOURCE OF TIIL EL TANDEM SCHOOL, DEED BOOK 1623 PAGE 649 SITE AREA: 24.51 AC PROJECT AREA: 3.59 AC MAGISTERIAL DISTRICT, SCOTTSVILLE SOURCE OF BOUNDARY�S,dRVEY. PLAT OF RECORD SOURCE OF TOPOGRAPHY;- FIELD SURVEY BY DOMINION ENGINEERING 03/21/16. I I16. VERTICAL DATUM: NAVD 813 THE AREA SHOWN HEREON IS LOCATED IN ZONE "X' AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE 'A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO426D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. WA_TERSEQ: MOORES CREEK BENCHMARK(S): 551.68', IRON NE CORNER OF PARKING LOT WATER SOURCE: EX. 12"ACSA WATERLINE ALONG TANDEM LANE. SEWER SERVICE: EX. ACSA 8' SANITARY SEWER ON SITE. MAXIMUM BUILDING HEIGHT. 35', 26'-T/4' PROVIDED PRIMARY ZONING: R1 (Residential) BUILDING SETBACKS R1 ZONING SES_ FRONT, MIN = CLOSEST SETBACK OF AN EXISTING STRUCTURE WITHIN 500' IN EACH DIRECTION ALONG FRONTED STREET. FRONT, MAX = NONE SIDE MIN = 10 FEET SIDE MAX = NONE REAR MIN = 20 FEET REAR MAX = NONE CURRENT USE: SCHOOL PROPOSED USE: SCHOOL PARKING REQUIREMENTS A PARKING NEEDS ANALYSIS HAS BEEN PROVIDED BY 'THE SCHOOL THAT ESTABLISHES 75 PARKING SPACES WILL MEET DAILY PEAK DEMAND. SEE LETTER BELOW. PARKING PROVIDED 82 OFF-STREET PARKING SPACES, INCLUDING 6 ADA SPACES DISTURBED AREA SUMMARY PREDEVELOPED: GRASS/OPENSPACE 25,495 SF 0.59 AC MANAGED TURF 71,814 SF 1.65 AC IMPERVIOUS 58.819 E 1.35 AC 3.59 AC POSTDEVELOPED: MANAGED TURF 71,003 SF 1.63 AC IMPERVIOUS 85.185 SF 1.96 ;�C 3.59 AC TRIP GENERATION THERE IS NO INCREASE IN TRIP GENERATION ANTICIPATED. THE MAXIMUM ENROLLMENT OF THE SCHOOL WILL NOT INCREASE ABOVE 250 STUDENTS. • •- Ron Higgins Chief of Zoning Albemarle County Department of Community Development 401 McIntire Road Charlottesville, VA 22901. RE: Tandem Friends School: Required Parking Dear Mr, Higgins, As you know, Tandem Friends School has developed plans for a new Middle School and Meeting Hall project, Our engineer, will be submitting a Preliminary Site Plan to your office next month. This letter confirms our need to accommodate seventy-five (75) vehicles on campus for our day-to-day operations. Please don't hesitate to let me know if there are further details you need on this matter. Kind regards, 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 erasion 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 e r o s i a n c a n t r o I devices shall be made immediately. 10. All fill material t0 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 8:00am 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. Agricultural 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 of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan 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) 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 pian 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 111. 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 plat 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. 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) including, 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 sitework 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 pian 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 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. ARB NOTES: 1. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 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 RESPONSIBIE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 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). ABBREVIATIONS UTILITY ARV AIR RELEASE VALVE FH FIRE HYDRANT RIPRAP MH MANHOLE TOP OF CURB ELEVATION E „ BOA BLOW OFF ASSEMBLY FM FORCE MAIN D PVC POLYVINYL CHLORIDE�,� X CO CLEANOUT F&C FRAME AND COVER RIM RIM ELEVATION FLOW LINE ELEVATION - 125 EOP SEWER MANHOLE EDGE OF PAVEMENT ELEVATION % CTV CABLE TELEVISION F&G FRAME AND GRATE WM SAN SANITARY >: x 125 TW DI DROP INLET GT GREASE TRAP TOP OF WALL ELEVATION SCC STORMWATER CONVEYANCE 125 B W TOP OF CURB � E-' 6M BOTTOM OF WALL ELEVATION CHANNEL TRANSFORMER PAD TEST PIT LOCATION/BORING DIP DUCTILE IRON PIPE GV GATE VALVE `4 UTILITY POLE PARKING BENCHMARK �--+ W IRON FOUND R&D REMOVE AND DISPOSE TYP SD STORM ~® W ELEC ELECTRIC HDPE HIGH DENSITY AREA � PE POLYETHYLENE ROOF DRAIN UG POLYETHYLENE SEWER LINE STR DRAINAGE STRUCTURE - - TRENCH DRAIN _ - INV INVERT WATER LINE PROP PROP05EDSQ SQUARE FIRE PROTECTION LINE YARDS - GENERAL PRVDPROVIDED STA STATION GAS LINE i ARAN ABANDON(ED) PWW PAVED WATER WAY CENTER LINE EX EXISTING ADJ ADJUST - CL CHAIN LINK EXIST EXISTING AHD AHEAD S CMP CORRUGATED METAL PIPE FDN FOUNDATION APRX APPROXIMATE CONC CONCRETE FFE FINISHED FLOOR ELEVATION BC BACK OF CURB CY CUBIC YARDS GTD GRADE TO DRAIN BFE BASEMENT FLOOR ELEVATION C/C CENTER TO CENTER IF IRON FOUND BIT BITUMINOUS C&G CURB AND GUTTER IS IRON SET BK BACK DIA DIAMETER LA LANDSCAPE AREA H BM BENCHMARK EL ELEVATION LOD LIMIT OF DISTURBANCE BS BOTTOM OF SLOPE ELEV ELEVATION LF LINEAR FEET CB CATCH BASIN ES END SECTION LT LEFT CG12 ACCESSIBLE CURB RAMP EW END WALL MAX MAXIMUM PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE ------------------------ EASEMENT BUILDING SETBACK BUILD TO LINE ZONING LINE LIMIT OF DISTURBANCE FLOODPLAIN LIMIT RMA BUFFER ZONE RPA RMA - RESOURCE MANAGEMENT RPA - RESOURCE PROTECTION UU-2 CG -3 CG -6 CG -7 M�M�// �BE `D • 12 00 A EDGE OF GRAVEL EDGE OF PAVEMENT STANDARD 6" CURB STANDARD 4" CURB COMBINATION 6" CURB & GUTTER COMBINATION 4" CURB & GUTTER FIRE LANE STRIPING BUILDING ENTRANCE LOADING DOCK BOLLARD DUMPSTER PAD 9=11 GUARDRAILSTEEL WOOD GUARDRAIL PATH TREE LINE FENCE STONE WALL RETAINING WALL STREAM / POND / WATER COURSE DETENTION BASIN SILT FENCE CONTOUR INDEX a s -i PARKING COUNT t CROSSWALK ACCESSIBLE CURB RAMP VAN HANDICAP PARKING ° VAN -ACCESSIBLE HANDICAP 0 0 x 125 TC 0 RIPRAP TOP OF CURB ELEVATION ,. X 125 BC EC -2 BLANKET MATTING D BOTTOM OF CURB ELEVATION X 125 FL TO BE ABANDONED WETLAND ® FLOW LINE ELEVATION X 125 EOP SEWER MANHOLE EDGE OF PAVEMENT ELEVATION X 125 TO BE REMOVED WATER VALVE & BOX WM SPOT ELEVATION >: x 125 TW E-' TOP OF WALL ELEVATION r x 125 B W TOP OF CURB � E-' 6M BOTTOM OF WALL ELEVATION u_ TRANSFORMER PAD TEST PIT LOCATION/BORING $ z LOCATION `4 UTILITY POLE PARKING BENCHMARK �--+ W IRON FOUND R&D REMOVE AND DISPOSE TYP UNDERDRAIN AREA ~® W DRAINAGE LINE GUY POLE AREA � PE POLYETHYLENE ROOF DRAIN UG UNDERGROUND SEWER LINE _ - - - TRENCH DRAIN _ - INDEX TITLE: WATER LINE PROP PROP05EDSQ SQUARE FIRE PROTECTION LINE YARDS - WATER SERVICE PRVDPROVIDED STA STATION GAS LINE i OVERHEAD ELECTRIC WIRE PWW PAVED WATER WAY SW SIDEWALK UNDERGROUND ELECTRIC ..._... - OVERHEAD TELEPHONE LINE - UNDERGROUND TELEPHONE LINE AV WATER WELL GM GAS VALVE 0 GAS METER EM ® ELECTRIC MANHOLE a ic. No. 33028 �v I ONAL All _7 • WE +fifi CONCRETE PAVEMENT J SIDEWALK 0 RIPRAP NEW ASPHALT E GRASS EC -2 BLANKET MATTING D EC -3 TYPE A REQDREQUIRED EC -3 TYPE B TO BE ABANDONED WETLAND WATER WELL GM GAS VALVE 0 GAS METER EM ® ELECTRIC MANHOLE a ic. No. 33028 �v I ONAL All _7 • WE +fifi CABLE TV 0 DRAIN INLET E DRAIN MANHOLE PLUG OR STUB REQDREQUIRED TBA TO BE ABANDONED FLARED END SECTION ® HEADWALL CFO LIGHT POLE SEWER MANHOLE SEWER CLEANOUT RET RETAIN TBR TO BE REMOVED WATER VALVE & BOX WM FIRE HYDRANT ASSEMBLY WATER METER WATER WELL GM GAS VALVE 0 GAS METER EM ® ELECTRIC MANHOLE a ic. No. 33028 �v I ONAL All _7 • WE +fifi ELECTRIC METER SWLL SOLID WHITE LANE LINE MON MONUMENT CONCRETE REQDREQUIRED TBA TO BE ABANDONED `� LIGHT POLE � NIC NOT IN CONTRACT RET RETAIN TBR TO BE REMOVED H TELEPHONE MANHOLE E-' NTS NOT TO SCALE RT RIGHT TC TOP OF CURB � E-' �:D OC ON CENTER R/W RIGHT OF WAY TRANSFORMER PAD TOP OF SLOPE z ♦ UTILITY POLE PARKING �--+ W OH OVERHEAD R&D REMOVE AND DISPOSE TYP TYPICAL ~® W GUY POLE � PE POLYETHYLENE R&R REMOVE & RESET UG UNDERGROUND �-� PERFPERFORATED SD SIGHT DISTANCE VESCH VA. E&S CONTROL HANDBOOK INDEX TITLE: PROP PROP05EDSQ SQUARE YDS YARDS MATCHLINE PRVDPROVIDED STA STATION H i PWW PAVED WATER WAY SW SIDEWALK EE -4 NOTES: W I. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. SHEET NO: 2 Of S RCP REINFORCED CONCRETE PIPE 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. H Z MIN MINIMUM REM REMOVE SWLL SOLID WHITE LANE LINE MON MONUMENT CONCRETE REQDREQUIRED TBA TO BE ABANDONED NIC NOT IN CONTRACT RET RETAIN TBR TO BE REMOVED H NTS NOT TO SCALE RT RIGHT TC TOP OF CURB � E-' � w OC ON CENTER R/W RIGHT OF WAY TS TOP OF SLOPE z �--+ W OH OVERHEAD R&D REMOVE AND DISPOSE TYP TYPICAL ~® DOM. PROJECT NO:15.003$ PE POLYETHYLENE R&R REMOVE & RESET UG UNDERGROUND �-� PERFPERFORATED SD SIGHT DISTANCE VESCH VA. E&S CONTROL HANDBOOK INDEX TITLE: PROP PROP05EDSQ SQUARE YDS YARDS I S1__ PRVDPROVIDED STA STATION i PWW PAVED WATER WAY SW SIDEWALK SHEET NO: 2 Of S RCP REINFORCED CONCRETE PIPE SWELSOLID WHITE EDGE LINE k. - O �-', ;' �, ` � NAL 3, J `�NVXOCA TED ,,3 a _ 1 t KS. Z. CED'AR 18 i _ ,� - t-rtsY 6 101.7' \\ FH � /24 (�:: 1 -_ 4 I 52.0 _ GM \--~ ( () ttt jis f-�'fi 1 - r 1 r AR vvVT , E � 8 OAK , r�— € } OAK _ TR 6 IR 2 -'. 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X 1 _ RACK i . ., _- SIGN�, WP S SES TBR HGP SIGN `�_ ""'-,FF��' � � �� �L,�F 2� P ��rnEN� � - i �NSaa WV� ITR 8 SIDEWALK , F , # / a i r�� POS ' _' j % � r � �t .>, s € t �.,. LP - TBR sv --' - � ' � SIDEWALK � � APP OXIM TE SIGN W Y TBR ��' 4 WW 9 _ _� .s 01, ,: POO NO MISS UTILITY TBR U(; n Y # x LIQ I �I" (`� i % GAS' 5 N .9 m j `` 1 '.._. z 9.2' r � t -!— .i � '�' 40.0' TQ rL � 'r i LP f W e . � PDX) ' 'W OC , w `; C ,-fir':-� �,. ;.3*.£-� �. ,� j �r ��o' .. ,�.. �'-- ». �. / far,..• ,. {' _ , P TEO V F 5 E3RiCK . r 1 GRA ! _,. q/ f VE -' , w POP "` BAT HOUSE _.. — ''TBR _T" 'TBR /i 1' , wi ? 9 27g 116.: S 30 2 _ - _ �� Bye ®® 2 \,. - I'il'dt__ BRI A� N -- ''��-- -- /'-�' 1ST t PR'°Xl STONE�/ - ; 3.7 4� �, N WALL �i OCA TioAy-SATE. _ - 2 7 l' W P°W �A EL ° RlC & t ? g \tCK N\SN , 54.0 2, OOD ' _ 1 g S 6 � 0 9' ._ - fq MPq y , YD BIRD H .U_SE _ _ t` N �J® �EpcNr De r , ,, Bw i _ ' -- - 4 j = - y ;SQUARE �� ry„ , , - x — _ f OURT TBR 5 G I wP 540.5 S - �E M DEWALK - g5 � -- g - 0' ' #2 12 CMP f I. _ TBR �[� � •� 13 5 S V Sip R g pCK VpC 0.� -_ c° C1NDE. R - P TBR SEN q g PS � i/Ep ;` ;' CONC. �- N '' l i ,.. � -' SSMH C -- - _ - SW - € QASKETMA� PATIO 0 _ --- _COURT IYD \ WOOD BENCHES- _ $ CK -- _ d BRI W -..'\ , n - _ — - _. L" -- 1 --__ 2 MH ...8 _ 1 f� 4�1 t b. F .I z S CHAIN I TBR = v I[�. I5 �, € ---........ ®� ^.., 1 LINK 1 _ w ..535 6' — I _ FEN i r� .� BW _.,° § , : , - WPB �� ,1 538.4 _. f o � #1 IY# F % _- ( 0.6 21. � iK OFISH ART "f } ; ';1 12 GMP I �, _._ ,-,- -„ _ '/ _ , - 6 �:I , --- ..__ BA ETBALL - -- :- f =5 < OURT TBR I; . I .--+ a a - - w w ' i LP .q. , O`er-\ � r TR ,_. CA' ;5 NGS ET � I �'� ' 01 SV�1�d E T - -- �t TORY 15 _- , WW } / S 8 B E BASEMENT�i ` � RICK -i - 's . - ,r —_ — - —'- GRAIN-- :INKED - - �- - = — TETE LL _ _ _. o i -- - — _ ~ - - O LL , add... 1 FENCE _TBR GO _ - _„ _ W ___._ ' t'j-Al�i_.t. C)o - _ A ts= `�� DQE � �� ' � .- u i —- - 5 41 v , --- z� - —' r - e r _ I �^- ... ........... _ - - 5 cS __._. — —W,-R,- � �4 A_ STA F , ` SSMH D�--�.`- -- `� _1�g 3433GO Ap� � T y4' I El i MANAGED a --- TYP)SLOPE _�-- A .... WOODLWE (TYP.)A. . __- SANITARY SEWER ELEVATION KEY SSMH A SSMH C TOP=545.09' TOP=538.63' 8" PVC INV OUT=537.64' 8" PVC INV IN=531.13 8" PVC INV OUT=531.05' SSMH B a TOP=539.23' SSMH D [� 8" PVC INV IN=534.13' TOP=520.30' 8" PVC OUT=534.00' 8" PVC INV IN=515.60' 8" PVC INV OUT=515.55' SSMH E SSMH G TOP=519.22' TOP -516.12. 8"PVC-10 [N 513:47' 8' PVC INV IN=510.85' 8" PVC INV OUT=513.34' 8" PVC INV OUT=506.75 _ SSMH F SSMH H _.__... _.TOP:;; a18 23'.. _ ____ ---- TGP- 51-0.38' -_-_._ 8" PVC INV IN=512.33' 8" PVC INV IN=505.83' 8" PVC INV OUT=512.13' 8" PVC INV OUT=505.74' _ X508.8 ,E END/AS" P,HALT ROA_ D THE TMP 91-2C1 S I- C . N[YFRS ic. No. 330128 o .--(� ANAL s ♦ I i • I a • I. R !s • •4 I f • s ♦ I i • I • I. • •4 s � � `wvx LD OAK 6 GM CEDAR 24 IR 4 v4v `-CEDAR 18 _cD OAK 24 C0DIAR 24 OAK 12 TR 6 8WF _01 PA ED L CD DR VE BRICK FIELD HOUSE U-0 GAS LOCA T" IF OAK I DOMESTIC WATER SERVICE GRASS 4 GRASS OAK 48 10 K I 24 POP 81, 11 CONNECT TO 40 12" HDPE I R SCHOOL MAINTENANCE GRA VEL kA VE f FRAME 6 ONNECT TO 44 T EXISTING CURB CO -IT CROSSWALK _/_ Q, CS AC. D R=3' PAVED A TER E, a- DRIVE EASEMENT X 39,8' 77 SPACES DB 3433 PC 26 x GRASS FRAME SHED SSMH--i CO 4.5' LPT FO PA VED WELL CROSSWALK 2.1t) 4SNU� CONC� SA Fp PO s* wvv SANITARY SEWER LP MARKS LOCATED POP 4 POP 8 5- BRICK S\n Pk`P 3 PROVIDE 2" SM -9.5A ASPHALT OVERLAY OR RECONSTRUCT BIN 01 Op PARKING LOT AS NEEDED AS i,) 1) 1 tl �F sl p DETERMINED DURING FINAL 1\91 BLDG CID WALL SITE PLAN LAWN NstX V. :20 - VI 7n;- � CONC STOOP -7 541.0 P ATIO Al WOOD YD 0 DIA, OP SED CK SW MIDDLE lu IR 10 00L S IJ 13 FOOTPRINT 5 535 OAK BLb GM W SW W LP WATER - RET WALL FEATURE 1.5" GRASS cp BASEMENT 5' CONIC SW GRASS GRASS 6b i Ll sk d GRASS POP" 03 NC SW D ou CONIC SW 1:6�01vcw co co OAK 8 SIN C�) ACCESS ROAD FH SEWE,� SAA PC EMBANKM -----'WATER FEATURE KMENT GRAVEL R RIP RA RETAINIG WALL BIOFILTER LEVEL #1 OF EMBANKM 508.8 IRE DEP 0 CONCRETE RNAROUND LEVEL SPREADER THE NAMELESS ONE LLC. DB 3977 PG 664 ZONED R-1 VACANT 50, S OF WA To D,a 54 ROUTE 20 ACCESS NOTE Jos ONTO MILL CREEK ROAD. ALL ONSITE �~ ROADWAYS ARE EXISTING PRIVATELY 0YN1ED \ AND MAINTAINED. '-——— BENI I Pon 0 INDEX TITLE: S 4 - DATE: 12/5/16 y, , 1 \vv.o�9 V --' "v Y \ C' / / zw .. atx„ .. 1. t' t • / / D OAK 6_ 52.0' GM FH _ CEDAR 30 D4DA} ili € S }'R --' —� — _ AT { x F r OAK -41 12 ri , P PA ED -TR r18 BL 'A _ r s6� _.._._ —/VV -- VE _ t 0[ 'i AppRO -- TR � � i _.._ .._ ... BRICK XIUA - FIELD HOUSE.. G.G. GAS C 1 N -_.. - yARKS 1 , l -540- "._,_........___,_._ C) OAK ' \ A - Poi i}'f s- �_ EM if i; 52,0__.. - f a 1. .r , 1 , " _R 8li ,1 i r -- SSMH A .,. i i OA�l�\ �!l X i �... CONNECT TO Ij " ET ! \ 1 i _.% _ - EXISTING CURB _ __._ \., �HWV 1 ci z , c 40 Flop 1115 ` I TR _ - _ ` x R� GRAVEL , CONNECT TO \ ` GAVE# EM x3 E' / EXISTING CURB PAVED ACSA WATER „ DRIVE EASEMENT _ ° t < F J DB 3433 PG 2&1t x w �- CG2 M e 3 ," D ISS �1 ( K r BRIG SW TR 1 rB I \ \ 1R 24 �-.FR E a E iS" •q V'^„.d Sk1 f SW,/ 0.4' �' 2 y> , SSMH , 4°5' LPTFO PA *LP ri 0. 31.8 �'v DRIVE ': i i {'4 r 11 icy' a LCL N _._. � X \ x 4 Y -i 1�2g5 CK W1i ` v / / WPF ~\ 25 i0R ��NS 5 r (GONG. �: k .9 F` i E 1 �?WVA coT t , 44+1 j z SW D N APPROXIMATE W .. WW SANITARY SEWER SRQ6 2;1_ Sl a� CIA 10 kd i 9. d rr tx LP 3s MARKS LOCATED�X e �, �� ; CM _ BW k ? L' 5 1 i ..ir,TR >, 'BRIG FVE : o ='°a GRAVE Q► ( gR1CK AND N - -� 4.(3 cn .. STORY - ` w`'. - 121 3 F •7' RR�E BLDG 4 5 f � i �\� k . 540.E 1' -- T �, gR\CK WITH t'1 �� OOD Lq q h 67' 0.9' _ 7' W / , BW # 1 STOgNSEMENj o `'u YD . EDS N _ ww 2g.2 F, I j i WPF X DIG TEST;PIT FOR —'—� %SCOPE d_ 135 SjOR� SP" g�OG 200, / - ESC -- _. —. 6 SANITARY /MH INVERT -:_ R°6 2C�NOER g� EMENj r --- 2 - CONC. o_ 0 BPS / � � �'-'' � SW TBD NEW MH MAY BE REQUIRED 541.0 C ,a PATIO N ' �- " S 77 .... .. .. 1, ..oi-III n7n1n'. r�i.r �..-e',<�-:,� .. ��r i-„-� '... .. � .'`. \, ,2 'S _... __ _�'-- �_... ....... THIP 91-2C1 THE NAMELESS ONE LLC_ DB 3977 PG 664 ZONED P-1 VA CANT ♦ � .t •i i i a, . No. 33028 �41�OSIAL � i SW P f x gy ., f lm + R 6t 21,4 i,u� vOAK., �,r t I a W LP ” _ X '` }� O K 1,J t� E { �f WW . s v ~ i `t `i 21 4 - 1 f SIN_ Mi-, r ( 1 ea _ r — , v '18 N Co # C OAK 3 a� f G - kPI T__ ., k sEwE� SSMH D-�,. _ — - 3ASFM Nr © 3�J PC THIP 91-2C1 THE NAMELESS ONE LLC_ DB 3977 PG 664 ZONED P-1 VA CANT ♦ � .t •i i i a, . No. 33028 �41�OSIAL � INDEX TITLE: 5 a f E + I a I E { `t `i f E f # C a� f G k - r i • y SEM ■ INDEX TITLE: 5 a f E + I I E { `t `i E f # C a� r INDEX TITLE: 5 Pre -Re Development Land Cover (acres) \� 5` BRICK SW � of •1 � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■NNNI e 'Post -Development Land Cover (acres) Drainage Area A krainage Area A Land Cover (acres Total BIORETENTION FILTER SIZING CALCULATIONS Sizing for Bioretention Filter Facility (LEVEL 1 DESIGN) Surface Area Required = [T(v)— the volume reduced by an upstream BMP/Storage Depth] [(3,191 cf) — 0] / [(1.0' Ponding) + (3' Filter Media X 0.25 Void) + (1.0' Stone X 0.40 Void)] = 1,484 sf Surface area provided: 1,882 sf Bioretention Filter Facilitv A = 1.62 Ac CN = 78 Tc = 10 Min. 3" SHREDDED HARDWOOD MULCH TOP OF DAM = 531.00 ELEV = 528.00 i� ELEV = 524.75 ELEV = 524.25 MR ELEV = 523.25 6" SCHEDULE 40 PVC WITH INCH PERFORATIONS AT 6" ON CENTER UNDERDRAIN (10' SPACING MAX.) SLOPE OF UNDERDRAIN SHALL BE A 1% *TAKEN FROM VA DEQ BMP CLEARING HOUSE DESIGN SPECIFICATION No.9 FOR BIORETENTION �� BF DETAIL -------------------------------------------------------------------------------------------------------------------------------------------- Site Compliance Summary Maximum % Reduction Required Below 20% Pre-ReDevelopment Load Total Runoff Volume Reduction (i't3) 1,276 Total TP Load Reduction Achieved (lb/yr) 1.10 Total TN load Reduction Achieved (Ib/yr) 9.17 Remaining Post Development TP Load (lb/yr) 0.90 Remaining TP Load Reduction (lb/yr) Required 0.00 TARGET TP REDUCTION EXCEEDED BY 0.42 LB/YEAR 6.a. Bioretention #1 or Micro-Bioretention #1 425. lQ ,, 7 " or Urban Bioretention (Spec #9) _. , 6.b. B oretention #2 or Micro -Bioretention #? _ ;- _ (5080 p (Spec #9 Land Cover Conditions for Bioretention Filter Facility i Pavement: 32,234 sf Managed Turf: 38,333 sf *GENERAL FILTER MEDIA COMPOSITION: 85% to 88% SAND 8% to 12% SOIL FINES 3% to 5% ORGANIC MATERIAL ___3" SAND _____3" #8 WASHED STONE x-12" GRAVEL SUMP VDOT #57 OR EQUIVALENT FILTER FABRIC GEOTEX 351 OR EQUIVALENT (APPLY ONLY TO THE SIDES AND OVER THE UNDERDRAIN. ) BF -2 100 -YEAR STORM NARRATIVE: BF -2 DOES NOT HAVE OVERLAND RELIEF. FOR THIS REASON, A TRASH RACK HAS BEEN PLACE=D ON THE OVERFLOW STRUCTURE, AND BOTH THE STRUCTURE AND THE OUTFALL PIPES HAVE BEEN DESIGNED TO PASS THE 100 -YEAR STORM. ALSO, THE INLET HAS 13EEN DESIGNED ASSUMING 50% CLOGGING. �'N c. No. 331928 o � 0 � �w s`'ONAL V- ' o Cis C W fs C (j)_O� C 0 E c Uj 0 �'N c. No. 331928 o � 0 � �w s`'ONAL V- a DATE: 12/5/16 i i s i i 1 • DOM.P PROJECT NO:15.00381 Is + 2 Ism ■ a DATE: 12/5/16 i i i i 1 • DOM.P PROJECT NO:15.00381 a DATE: 12/5/16 X- 8WF O cc cn 41 f -------- HDAR 18 ft {rt AK C FH EDAR 101.7 52.0' U )0 ��CEQAR 24 GM --------- -------- . .......... ""DAR 24 ------- - - --------- 'FR 4 D �,L A N dl -1 WV T AK 2-1 fIR 2 k AR TR 8 OAK 12 ---------- TAC DOL OAK 'J"u" POD i if PA E ------ -- ----- GYMCD DR -VE IR 2 APpR TR BRICK U.c. FIELD HOUSE ,AS No AK 8 ARKS O O A`6 K 3) OP 6fl 6 101.6, EM fulum? 1-111,15 10 IR 8 . ..... .. - --------- IF 4 ... . ........ .... . ..... c 48, OAK 10 FR . . . .. .... .. ----- ---- 2 4, m ll',� 4 rR 8 . . ........ . ...... IT 12. iwv 3 -*rF p o p 8, LP R J I u Poll' 11 POP 1,5 II 0 r� T7 l'R 2 GRAVEL C8 ..EM X3 6 G �,A VE T -x I R 24 DA 4 k Y 15 1 - R 15 PAVED ACSA WA -f,R - TER e. DRIVE EASEMENT OB 3433 PG 261 77 SPACES Sw Z 4F Ar A KINGED CG2 8 MN,)AU-1 T RR, w 40� 3 BRICK SW X R 'FR 41' 6 20" 014' -36 TR 3 R '4 SSMH 00 4.5" LPT FO PA VED LPw.DRI -rf- l- 12 0 . . ve ----- --- A J) et b 4.6' 4 6.0, go 9 y \ PW )r --- 'J.5 SAO CONC A� R DIA" i (D YR • WW APPROXIMATE 11 c- 4 SANITARY SEWER 6 LP* BW LP jl� - ----- MAR� LOCATED cp p 4 1s `7 5 uW0K �---,/YfR l5j� Dop . Ix GRAVEL a xe im 23. 5.5, 59. -------- 4 -�2 ul Y @6' ".-FINE zSSOR 3.7' y -J ?-13, 0 W EDS BW � S�OgA gMEN3W � ����1__ DO � -t Ing C)" 2 03 WW \(S) x it �ry WPF C-0 SLO 6" 0 SA ocy, Sw 0 16- 1.0 5 4 ��,O, ks TR �5M H C . ..... CONC.. PATIO TBD 541.0 4 — 74! ,001) -- ---- 4R@6 YD '2% PROPOSED1. L� . /-"B U I N 26 JC ILD. 0 HEl 5' ------- BRICK SW Sw .. . ......... . 800 WH B .1. 1 1 - 1. 1 " I 1 .11 -1-,- �,- --- Q " ,w I % W MIDDLE R 20 F F /L 54 �SCHO.bL t, -------- - -------- -- 'LLE-534-3 V 13,734, sF,. cm tog OOTPRINT 5356 - BW av U P, OAK "i 10 - - ----- - - ------ so 0 i YD VIP 90 -------- 534,�3 -3 R GM W SW �34 LP --- - --------- OAK 15 534.3 S 1 STORY 3:1 SLOPE 44 _7 J t BRICK ON .5% BASEMENTJI cp- - -------- �)yv it- -17 SW 14 vvv uu . ........... 7; Gf 3 ACCESS ROAD ------- -- -- - ------ - -- ---- ----- ..... .. ..... ----------- - - ----- l�"` — - 4cs, --- - ---- FH SANIT', 6p --------RY - ------ SSMH D 53-11 C6 2 - 11,2 214 A�— z— PG TMP 91-2CI THE NAMELESS ONE LLC. DB 3977 PG 664 ZONED R-1 VACANT No. 33028 I INDEX TITLE: 'L mm�! a w Fl e. INDEX TITLE: 'L mm�! a w 4)- A E cm C)�C\l 00 s c 1" COMPRESSION x 3/4" MALE PIPE COUPLING _ > � 0 O OR APPROVED EQUAL D (n (y) E }' 4) m ' • C tf) yc c11 L ---- ❑no 11 - () 1" TYPE "K"- SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL 14 1/2" — COVER LIFT NOTCH GG ,2 AND IRRIGATION SERVICES. �j -1"x1"x1" TEE 12 1/2 CG-2 GENERAL NOTES: 12 3/8" t. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. NOTES: 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 1 _-_ RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN y r h -- OO 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, TRAVEL, OTHER TYPES OF MATERIA_ WITH THE TRUNCATED DOMES DETECTABLE „ WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 4000 PSI IF PRECAST. TYPE A � Qi NOTE: 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG 3, SLOPING SIDES OF CURB RAMP MAY 8E POURED MONOLITHICALLY WITH RAMP PERPENDICULAR A r NO SWEATED FITTINGS WATER FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.es THAT 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO �7 (75" DEPTH) OR INCREASED MUCH AS 3" (27" DEPTH) THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF U IN ORDER THAT THE BOTTOV j OF CURB +�j1LL COINCIDE PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. - ,apt DUAL SERVICE - -`'� WITH THE TOP OF A COUR OF THE PAVEMENT SUBSTRUCTURE. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG 12i1 MAX OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT BOTH SIDES OF TH RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM CAST IRON LID IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN I 12:t MAX.._ J 1" COMPRESSION x 3/4" MALE PIPE COUPLING - 18 ' METER BOX INCREASE IN DEPTH. CONCRETE COYER tja . OR APPROVED EQUAL 4„ 2" R 5. CG-2 IS TO BE USED ON ROAD�yAYS )SETING THE 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS REQUIREMENTS FOR CG-6 AS StEt7]�-N IN, ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, TYPE B APPENDIX A OF THE VDOT ROAD Si MANUAL. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL �+ -1" TYPE `K" BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER Q' f SOFT COPPER 'a ' . o • AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, o Q Q • OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 6" AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEERAND SHOULD NOT f+. 's ' •may . ,'v BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT' POLES, FIRE FI OIU HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS c12 .'•d . ,;A •, UNOBSTRUCTED. STABLE,FIRM AND SUP RESISTANT PATH CONNECTING ALL FOR USE ON DETACHED SINGLE FAMILY ACCESSIBLE ELEMENTS F A FACILITY THAT CAN BE APPROACHED, ENTERED R RESIDENTIAL SERVICE WHERE AN IRRIGATION \� .'a - SURFACE AND USED BY PEDESTRIANS. `� X 'F. N.IYBRS 9 METER IS NOT PROVIDED. / ,� SEE �j - , _ 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT q' MN L NOTE 4 p ' . a • ATE . 2" HIGHER THAN THE CURB OPENING !S PLACED WITHIN THE LIMITS OF THE CROSSWALK AND A- EDGE OF PAVEMENT 1C, NO. 33C 2g THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS +t AT W ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 4 SINGLE SLRVIGE v. BASE 9. AGCO}♦DQATE THE TUR GKRIS 4"EQUERE77TAN,MM}}CCE��CT 'pFEAN�icEIPATEDOAVYT'RUCNNOT TYPE C yyl� w NOTE. 18' "`� .A TfRUCKCfRFICI FOR CONCRETE DEPTH.ERCiAL ENTRANCE (HEAVY PARALLEL �t PERPENDICULAR� 1) SADDLES SHALL BE USED ON PVC PIPE. A .�. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, O1y A - _•,_ _ tj . a " THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6 2.4" CAST IRON LID TRUNCATED DOME .. 6' EXTENSION o a _ FINISHED GRADE SUBBASE o aC a a a o a a o 0 0 1I I I l—III _III—(I 1= i I!—I 11=1 I_I— I I-=III IW 6" i2r I 0 0 0 a 0 BROOKS 2200 SERIES BOX WITH 4`a 0 o a o a o 0 0 ao aO aa aU aa a 10" EXTENSION OR APPROVED EQUAL a a a o o a a a a a a o a a oRADIUS 1/4 BEND COUPLING (IF REQUIRED) MUELLER NO. H-15069 (1"} LOCKWING— IN UNPAVED AREAS PIPE SLOT 000000000000000BROOKS 02" a� NO. H-15068 (1 1/2", 2") BALL A a a 0 a a 0 0 0 0 0 0 0 o a FORD NO. L02-44(1") VALVE [I�- (2 PLACES) 2200 SERIES '•�' 5D1-65AMETER oN � NO. L02-66 (1 1j2") (INLETET)` SURFACE DIAMETER 0 a aaaaao oaaaaao OUTLVARIABLE OR APPROVED EQUAL McDONALD 20-209 WWDD 33 BSENO. L02-77 (2") 36" MIN. COPPERSETTER MAX __ PAY LIMITS ma� TRUNCATED DOME tJ OR APPROVED EQUAL " " DETAIL DETECTABLE WARNING NOTES: (5/8 --1 METERSI I- DETAIL SUBBASE i = (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH SHEET t OF 4 �°r�n z w -- METER 72' CG-12 DETECTABLE WARNING SURFACE � C) � Q 6" EXTENSION OR APPROVED EQUAL. ACCEPTABLE ALTERNATIVE aoz BRICK AS (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015—B CURB IS EXTRUDED REV, 7/05 GENERAL MOTES -- - SPECDCATIONVIRGINIA DEPARTMENT OF TRANSPORTATION y — NECESSARY 203.05 OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". �° NSTANDARD fi CURB w `° \—CORPORATION STOP (1", 1 1/:2", 2") 1 105 REV. 9/06 MUELLER NO. B-25000 (3) FOR TOUCH READ METERS A 1 —3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 4 C G— 1 2 DETAIL FORD NO- FB-600, OR APPROVED EQUAL CG— DETAIL SP8 -NOT TO SCALE--- 2 TYPICALMETER B0 ---._______ ________.__�.__.- __------___ _._.__----------... ___._.__. _.----. _ SP 8 NOT TO SCALE SP8 NOT TO SCALE n rf"'� T�f'ICAL SERVICE LATERAL INSTALLATION z __ _ _....... ..._.. ....... ._.._... _ cn SP8 NOT TO cn SCALE... n Q J cn t_? Z z Q LL _7 LLlzi I �y r� ILLY 1 I� I4 �00y LJ 5' v Concrete Sidewalk' 4 — 3000 PSI 4" VDOT 21 A E _q E-4 OVER COMPACTED SUBGRADE iJ 1 r5_'V SIDEWALK- DETAIL- z sP8 NOT eco SCALE w I� w CD co DOM. PROJECT NO: j 5.0038 INDEX TITLE: i SHEET NO: 8 of DATE: 12/5/16