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Home My WebLink AboutSDP201700062 Plan - Submittal (First) Final Site Plan and Comps. 2018-02-26EXIST NEW DESCRIPTION 165 "r G x 125 TC TOP OF CURB ELEVATION le x 125 SPOT ELEVATION 165 TW x 125 TW TOP OF WALL ELEVATION 1658W X 125BW BOTTOM OF WALL ELEVATION 09 C9 BENCHMARK C 10 - STORM SEWER ---_ Ra - RD ROOF DRAIN C 13 - LAN D5CAP1 NG DETAI L5 SEWER LINE - LIGHTING PLAN * DETAI L5 C 15 WATER LINE GAS- -� GAS GAS LINE CHE - - OHE OVERHEAD ELECTRIC WIRE uGE, -. - UGE UNDERGROUND ELECTRIC --ail - - OHT OVERHEAD TELEPHONE LINE OGT - - OGT - UNDERGROUND TELEPHONE LINE PROPERTY LINE - - - - ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK - _ PARKING SETBACK BENCHMARK I' DRAIN INLET (DI) 0 a STORM/SANITARY MANHOLE C F PLUG & v WATER VALVE & BOX FIRE HYDRANT VIA ® WATER METER LIGHT POLE # UTILITY POLE - '----- SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT - w - - UTILITY EASEMENT _..-.--.-._ -- - WATER EASEMENT _ ACCESS EASEMENT _ STORM DRAINAGE EASEMENT ^ TREE LINE FENCE STREAM - 312-- _12- INTERVAL CONTOUR 300-- -oo- INDEX CONTOUR - CG -2 CG -2 STANDARD 6" CURB CG --6 CG -6 COMBINATION 6" CURB & -- GUTTER 1a 1u CONCRETE PAVEMENT i - APPROVED PROffER5 * LOT REGULATION5 C3 SIDEWALK C4 a HANDICAP ACCESS113LE AISLE P A_N RIPRAP C7 �. ASPHALT - UTI LITY PROF I LE5 C9 GRASS C 10 - I NTER5ECTION 51GHT D15TANCE EC -2 MATTING - MOT * ROADWAY DETAI L5 C 12 EC -3 MATTING C 13 - LAN D5CAP1 NG DETAI L5 WETLAND 1a 1u PARKING COUNT - APPROVED PROffER5 * LOT REGULATION5 C3 CROSSWALK C4 - EX15TING CONDITIONS DEMO PLAN HANDICAP ACCESS113LE AISLE 211 A_N CG -12 C7 �. HANDICAP PARKING NOTE: 1. THE SIZE OF ,. FROM • fINAL 51TE DEVELOFMENT PLAN fOR INS.,...IVER51DE VILLAGE 13LOCK I I' • •11. � 1 1 . � 1 � 1 � • � 1 UIt'_I N I'TY MAP _Qrm s:. nnnlw IMAGE PROVIDED BY GOOGLE MAPS GENERAL CONSTRUCTION NOTES SHEET INDEX C I - COVE 5H EET C2 - APPROVED PROffER5 * LOT REGULATION5 C3 - BLOCK. * LANDSCAPE 5U M MAKI E5 C4 - EX15TING CONDITIONS DEMO PLAN C5 - SITE PLAN CG - GRADING PLAN C7 - UTILITY PLAN C6 - UTI LITY PROF I LE5 C9 - UTILITY DETAI L5 C 10 - I NTER5ECTION 51GHT D15TANCE CI I - MOT * ROADWAY DETAI L5 C 12 - LAN D5CAP1 NG PLAN * DETAI L5 C 13 - LAN D5CAP1 NG DETAI L5 C 14 - LIGHTING PLAN * DETAI L5 C 15 - LIGHTING DETAILS CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNT'` SERVICE AUTHORITY FIRE OFFICIAL BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION 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 thie 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 otherwiise 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. & Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class Ill. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926), 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY 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 ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 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). OWNER I DEVELOPER Riverside Village Properties, Inc. 200 Garrett St, Suite 0 Charlottesville, VA 22902 ZONING TMP 78G -1-A NMD - Neighborhood Model Development ZMA 2012-00002. EC - Entrance Corridor Dam Inundation Zone Scenic Byways Overlay Steep Slopes - Managed Variations to approved ZMA for landscaping and setbacks approved by the board of supervisors on 12/10/2014. Affordable housing proffer revision approved on 09/02/2015 ZMA-2015-00003, ZMA 2016-019 for additional density for Block 1 was approved by the Board of Supervisors on 5/10/2017. SOURCE OF TITLE Tax Map 78G, Block 1, Parcel A DB 4150 PC 20 DB 4475 PG 705 (Plat) MAGISTERIAL DISTRICT Rivanno SOURCE OF TOPO Datum for topography is NAVD88. Benchmark located 40 feet South of the utility pole at East corner of Block 1 adjacent to Route 20 and located on the property of The Elk's Lodge. Benchmark Elevation - 381.5' Field survey provided by Roger Ray & Associates on 7/24/2017. Site plan for original subdivision, field verified by Shimp Engineering staff on 5/16/2017 SOURCE OF BOUNDARY Recorded Plat: D.B. 4475 PG. 705 BUILDING HEIGHT Maximum: 45' Per approved ZMA #2016-00019. See sheet C2. SETBACKS Per approved ZMA #2016-00019. See sheet C2 or page 4 of the ZMA. EXISTING USE Vacant Land PROPOSED USE 24 Multi -family residential 2Br dwelling units: Recreational Use: 9,012 SF Commercial Use: 13,284 SF AFFORDABLE UNITS BY TYPE & BLOCK 15% Affordable dwellings per C.O.D. section V1 Total Riverside Village residents = 93 x .15 = 14 Affordable units required Blocks 5 provided 4 units + Block 2 provided 6 units = 10 affordable units. Block 1 provides 4 affordable units + 10 = 14 affordable units LAND USE SCHEDULE EXISTING Area % Undeveloped Area 104,980 SF 100.0% Total= 104,980 SF (2,41 ac.) PROPOSED Area % New Building 13,290 SF 12.66% New Pavement 39,463 SF 38.46% New Sidewalk 7,524 SF 7.16% Recreation Space 7,045 SF 6.71% Open Space 36,743 SF 35,00% Total= 104,980 SF (2.41 ac.) Total Impervious Area = 62,419 SF (59.46%) WATERSHEDS This site lies within the Upper Rivanna River Watershed, outside any Water Supply Protection Areas. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), Block 1 is located in an area of minimal flood hazard, MECHANICAL EQUIPMENT Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. FIRE CODE REQUIREMENT Knox Box Required, Contact Albemarle County Fire Marshal Office For Location, PARKING Required Parking: 2 Spaces per Unit (2 Bedroom) 24 X 2 = 48 Spaces 1 Per 250 SF of commercial 13284 / 250 = 54 Spaces 1 loading space per 8,000 SF. 13284 / 8,000 = 1.7 spaces Provided Parking: 111 Spaces 5 handicap & 1 loading spaces TRIP GENERATION " o Z MZ N W W Z_ d Z v W I Z � N �N N � Q W _J_ J Z W o W � Q N U i 1 �" °P T4 M. ;SHMMP�'Lic o 483 � I w41- SS IONA'L. � Co co ao Lu E E v cj � �< li_3 LUo 0 1 111¢ M :0 Scale N/A Sheet No. C1 OF15 File No. 12.009 AM PM Use Description ITE Qty in out Total in iout ITotal Apartment 220 24 units 4 11 15 18 11 29 Commercial 13284SF 61 13 74 74 45 119 Total 65 24 89 92 56 1 148 " o Z MZ N W W Z_ d Z v W I Z � N �N N � Q W _J_ J Z W o W � Q N U i 1 �" °P T4 M. ;SHMMP�'Lic o 483 � I w41- SS IONA'L. � Co co ao Lu E E v cj � �< li_3 LUo 0 1 111¢ M :0 Scale N/A Sheet No. C1 OF15 File No. 12.009 C01111riutli,y Uevefopment Department File# i 7 1 0 0 0 9 Approvea, by the Board of Supervisors Date ► t PROFFER STATEMENT Mfg^etur� _ �1�ItlttOf ZMA Number: 1 • i7il#IL'7 Original Proffers Amendment X Tax Map and Parcel Number: 078GO-00-01-00OA0 Owner: Riverside Village Properties, Inc. 200 Garrett Street, Suite O Charlottesville, VA 22902 Date of Previous Proffer Signature: August 22, 2015 Date of Proffer Amendment Signature: April 28, 2017 2.41 acres to be rezoned from NMD to NMD Riverside Village Properties, Inc, is the owner (the "Owner") of Tax Map and Parcel Number 078GO-00-01-00OA0 (the "Property") which is the subject of rezoning application ZMA No. 2016-00019, a project known as "Riverside Village: Block 1" (the "Project"). For the purpose of these proffers, the Project is further described in the Code of Development and application pian (the "Plan") entitled "Rezoning Application Plan Amendment to Block l for Riverside Village" prepared May 21, 2012 by Shimp Engineering PC, and last revised on April I O ,2017. This current proffer statement for Block 1 (the "Proffer Statement") supersedes the proffer statement dated .August 20, 2015, for ZMA 201500003 as it pertains to Block 1 only. The Plan supersedes, as to Block 1 only, the previous Code of Development and application plan entitled, "Rezoning Application Plan Amendment for Riverside Village", prepared by Shimp Engineering PC, last updated June 18, 2015, which 2015 Application Plan pertained to the entire Riverside Village development project (18.66 acres referred to at the time as Tax Map 78 Parcel 58). Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. :Each sigmatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. � f 1. Affordable Housing. 'Within the Project, the Owner shall provide fifteen percent (15%) of the housing units as affordable housing units ("Affordable Housing Units") in the form of for -sale and/or for -rent condominiums or apartment units. The Project Affordable dousing Units shall, be subject to the requirements as set forth in Section VI of the Code of Development. The Project Affordable Housing Units shall be constructed within Block 1 as shown on the Plan.. A. Fir, -Sale Affordable Units. All purchasers of the for -sale Affordable Housing Units shall be approved by the Albemarle County Housing Office or its designee. The for -sale Affordable Housing Units will be designed for households with incomes less than eighty percent (80%) of the area median income such that housing costs consisting of principal, interest, real estate taxes, and homeowners insurance (PIT]) do not exceed thirty percent (30%) of the gross household income. The Owner shall provide the County or its designee a period of ninety (90) days to identify and prequalify an eligible purchaser for the for -sale Affordable Housing Units. The ninety (90) day period shall commence upon written notice from the Owner that the unit(s) will be available for sale. This notice shall not be given more than sixty (60) days prior to receipt of the Certificate of Occupancy for the applicable Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the ninety (90) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). This proffer shall apply only to the first sale of each of the for -sale Affordable Housing Units. B. For -Rent Affordable Units. (1). Rental Rates. The initial net rent for each for -rent Affordable Housing Unit shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each for -rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this proffer statement, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such Tor- rent Affordable Housing Units may not exceed the maximum rents established in this paragraph IB shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each for -rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2). Conveyance of Interest. All deeds conveying any interest in the for -rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this paragraph 1. in addition, all contracts pertaining to a conveyance of any for -rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 1B. At least thirty (30) days prior to the conveyance of any interest in any for -rent Affordable Housing Unit during the Affordable Page 2 LOT/ FARKI ISIG / BUILDING Rf GU LATI ON5 O MINI LOT FRONT FRONT PARKING SIDE BUILDING SIDE PARKING REAR BUILDING REAR PARKING MIN/MAX MAX BLDG CONSTRUCTED MAX BLOCK WI DTH BUILD -TO -LINES SETBACK SETBACK SETBACK 5,ET13ACK SETBACK STORIES HEIGHT BLDG HEIGHT BLOCK 1 20' 5.P_ 20 10'-25' 5.R. 20 50' 5' 5' 30' 5' 2-3 45' 45' TRAILSIDE DR. 25'-75' TRAILSIDE DR. 50' BLOCK 2 161 TRAIL5IDE DR. 8'-50' TRAIL5IDE DR. 30' 31 51 10, 13LOCK 2A/2C: 5' 1-4 50' 35' SFf NOTE 2 RIVERWALK XING 5'- 1 5 RIVERWALK XING 15' BLOCK 28: 0 BLOCK 3 30' TRA(L51DE DR. 18'-25' TFZNL51DE DR, 15' 3' 5' 10' 5' 1-3 45' 35' 5EE NOTE 2 TRJL51DE CT, 18'-25' TRAILSIDE CT. 10' BLOCK 4 20' TRAILSIDE DR. 5'-1 2' TRAILSIDE DR. 15' 3' 51 20' 10' 1-3 45' 35SEE NOTE 2 TRAIL5IDE CT. 18'-25' TRAILSIDE CT. 10' BLOCK 5 30' TRAILSIDE CT. 0'-25' (MF AND COMMERCIAL) TRAILSIDE CT. 0' 0' 5' 0' 0' 2-4 GO, 5)' BLOCK C NIA 5.R. 202! 705' (MIN, SErBAGK) 20` 10` 20' 50' 20' fi -2 30" Q' /ACCESSORY N/A it} N/A (3) N/A (3) N/A 1-2 35' N/A STRUCTURES NOTE: 1) TRAILSIDE DR, REFERS TO) 'ROAD "A"', RIVERWALK XING REFERS TO 'ROAD "C"', AND TRAILSIDE CT. REFERS TO 'ROAD "B"' ON PAGE 4 OF THE C.O.D. 2) Estimate from builder RESTRICTIONS/REQUIREMENTS A550CIATED WITH 5TANDARD5 ABOVE: 1. PARKING SETBACKS SHOWNI ARE ONLY EOR PARKING LOTS WITH FIVE OR MORE SPACES, 2. A C' MAENTENANCE EASEMEP�T, CENTERED ON EACH 51DE LOT LINES SHALL BE PROVIDED IN BLOCKS 2, 3, * 4. 3. NO ENCROACHMENT OF ARCHITECTURAL FEATURES OR OVERHANGS ARE PERMITTED WITHIN SIDE 5ET13ACK5 FOR BLOICK5 2, 3, * 4. RE5TRICT(ON5/REQUI2EMENT5 A550CIATED WITH STANDARDS ABOVE: I . Accessory structures acre not allowed between the building and the street. 2. The side setback for accessory structures shall be the Same as the setback for the primary structure. 3. Accessory structures may not be more than two 5torie5 and may not be taller than the primary structure on the lot. An additional 5etb3Ck may be required by County Engineer if accessory structure is accessed from an alley. 4. Porches, eaves, and awrnng5 are considered to be part of the structure and shall not extend closer to the street than the build -to lines. 5. Church spires may extend above the maximum height of building. G. Churches shall not be regulated by stories, but by height only. 7. A G maintenance easement, centered on each side lot line, Shall be provided in Blocks 2, 3, and 4. 6. No encroachments of architectural features or overhangs are permitted within side setbacks for blocks 2, 3, and 4. ZMA #2016-00019. See sheet C4 & C6. Term, the then -current owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 1B(2) have been satisfied. (3). Repining Rental Rates. During the Affordable Terra, within thirty (30) days of each rental or lease term for each for. -rent Affordable Housing Unit, the then: -current owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. 2. Cash Proffers for Residential Units. Subject to the credits for in kind and cash contributions and subject to the credits for by -right units allowed in the previous zoning as outlined in proffer #5 approved with ZMA 201500003, the Owner shall contribute cash for each new residential unit that is not classified as an Affordable Housing Unit for the purposes of addressing the .fiscal 'impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. The cash contributions shall be at the fallowing rate: Seven Thousand Four Hundred Nineteen and 91/100 dollars ($7,419.91) cash for each new multi -family dwelling unit. The cash contribution shall be paid at the time of the issuance of the building permit for each new unit within. Block 1, unless the timing of the payment is otherwise specified by state law. In the event that the Project is completed prior to the balance of the In-kind Contributions, as defined in ZMA 201500003 being exhausted, no remaining balance of the In-kind Contribution may qtat-be applied for any other project or development. POA OWNER: Riverside Village Properties, Inc. V /1- —14—, — By: Paul B. Manning Title: President Tax Map and Parcel Number: 078GO-00-01-000AO Page 3 Y �J Y�. O J M. is 4 > 183 A _NA _ 0 L A s It t Date 00/16/2017 Scale N/A Sheet No. C2 OF 15 File No. 12.009 Developed 5oluare, foota(_je, FrorCl5ed* Provided Area BUILT Provided BUILT MIN. -MAX. BUILT / MIN, --MAX. Af fO IRDABLE MAX. GRO55 BUILT /PLATTED PERMITTED BUILT / FLATTED PERMITTED MIN. 13UILT PLATTED Green Space Green Space ACREAGE FLATTED/ U5f PER FLATTED/ Kf5lDfNTIAL PLATTED /PROVIDED Af IFOKIDADLE DWf LLI N G DWf_ LLI N G UNIT5 DEN51TY / PROVIDED KE51DENTIAL PROVIDED -MAX. COMMf RCIAL PROVIDED BLOCK FEKC.O.D. PROVIDED C. 0. D. PROVIDED UNIT5 PER RE51DENTIAL PER BLOCK PROVIDED DU/ARCE PER GKO55 DEN51TY HOU51NG PER KE51DENTIAL 5Q. IT. PER COMME KCIAL Street trees evenly spaced behieen sidewalk and street Trees at 40'OC provided ACREAGE Raod "C" U5E C. 0. D. Two rom spaced at 24' 20 Ornamental Trees provided C. 0. D. DWARCE C. 0. D. HOU51NG Concrete patio, 12 benches in four Screening 2.47 2,41 MIXf D USE MIXED USE 0-36 24 0-6 4 14.6 10.0 MULTI-fAMILY MULTI-fAMILY(24) 6,000-3G,000 13,284 51' BLOCK 1 benches. Interspersed between evergreens Evergreen Shrubs or grasses (36") 5Df ATTACHED Min. 4 Large Shade trees, 3 6 Large Shade trees, 4 Medium Northern Buffer BLOCK 2 2.71 2.33 KE51DENTIAL RESIDENTIAL 12-26 26 0-10 6 10.3 10.3 5f DETACHED 51' DETACHE D(I G) 0 0 Shrubs and 24 Evergreen Shrubs SWM f acility(ies) - If Required SWM Plan Revised - No Longer Provided shrubs (24') variable interspersed between ornamental Provided Block 2 trees and screening parking BLOCK 3 1.5G 1.71 KE51DENTIAL RESIDENTIAL 6-14 11 0-0 0 9.0 G.4 5f ATTACHFD Sf DETACHED 51' ATTACHED0 0) 51' DETACHED(l) 0 0 Min. 12 Ft Asphalt or Concrete 12 Ft Concrete Paver Path, 4 trees and screening parking Turf lavw7 with plantings and Turf lawn with plantings and Civic Area -Mews 13,000 13,1,986 Path, 4 Benches, and IS Flowering Benches, and 18 Flowering Trees 5f ATTACHED 51' 8,803 benches along walkway benches along walkway Trees Front yards Flomfing Ornamental and or variable 1 28 Flowering Ornamentals and 16 Shade Trees provided in front yards across Blocks 2-5 shade trees Min. 10 Evergreen Trees and 540 10 Evergreen Trees and 167 Northern Buffer 2,000 7,915 Evergreen Shrubs Evergreen & Flowering Shrubs Block 3 BLOCK 5 0.99 0.99 MIXED USE RE51DINTIAL G-24 24 0-6 4 24.2 24.2 MULTI-fAMILY MULTI-fAMILY(24) 0-10,000 SF 0 SWM f acilky(ies) - if Required within ARB Jurisdiction OPEN SPACE OPEN SPACE NO RESIDENTIAL NO RE51DF-NTIAL 0-0 0 N/A N/A NO RE51DENTIAL NO RE51DENTIAL 0 0 BLOCK G 6.27 5,09 (PARK (PARK U5f5 U5E5 6 It Asphalt Path and 6 Flowering 1,800 2,566 Turf lawn between residence& U5E5 PERMITTED USES PERMITTED 2 Ornamental Trees and 6 Flowering trees Ornamental Trees DEDICATION) DEDICATION) PE WITTED PERMITTED flowering shrubs and grasses variable 20-24 evenly spaced around trees 15 Shrubs Norther Buffer ROUTE 20 ROUTE 20 6,000 6,388 Min. 6 Large Shade Trees 6 Large Shade Trees Block 5 evenly spaced around perimeter 32 Shade Trees provided Block I FUBLIC ROAD ).13 1,21 INTERNAL INTERNAL N/A N/A N/A IN/A N/A N/A N/A N/A N/A N/A EAHMENT5 landscaping ROAD ROAD Screening shrubs (24) SVN facility #2 (park) 30-40 SWM Plan Revised - No Longer Provided 55 Screening Shrubs provided Parking Area - Large Shade Trees (2 112" caliper) Block 6 10-12 evenly spaced around perimeter 14 Large Shade Trees DEDICATION DEDICATION To Be Determined By variable 8-10 Conservation Area with Streano PRIVATE Civic Area - Rark 350,000 INTERNAL INTERNAL The County of Albemade 350,000 353,273 Buffers, floodplain, and limited The County of Albemarle Screening shrubs (24) variable 30-40 screening at plaza and alley 46 Screening Shrubs ROAD 0.75 0.77 ROAD ROAD N/A N/A N/A IN/A N/A N/A N/A N/A N/A N/A Evergreen trees (6�-6) 381,800 405,796 Commercial and mixed- Ornamental trees and variable as needed exposed foundation, and around Provided use buildings 31-105 93 14 UNIT5/ACRE 10.9 UNIT5/ACKE Entrance - Ornamental trees, shrubs (24'), Sf 132645f TOTAL 18.65000 18,28000 Main Road ornamental grasses ZWA #2016-00019. See sheet C4 NOTE' 1 THE BUILT/PLATTED/PROVIDED COLUMNS FD� ( BLOCK i REPRESENT THE CURRENT SDP 2O17O0O3O AS OF O1/18/2O18) ' 2'Woxirum n�''cnnnnn/ oio| SF is reduced by 500 SF for every residential unit. 24 u`�to provided on Block one. 36,000 3F o||nwob|e oornrnercio| is reduced to 24,000 3F. Total cornrneroio| SF provided on Block 13.284 is SF Required & Provided Green Space, Civic Areas, and Amenities by Block Area Required Provided Required Provided Required Provided Required Green Provided Green Block Amenity Area Amenilty Area Amenities Amenities Green Space Green Space Space Elements Space Elements RESIDENTIAL 5.06 27.00% 27.68% OPENSPACE 8.27 11.05 44.30% 60.44% ROAD DEDICATIONS 1.88 1.86 10.10% 10.17% ITOTAL 18.681 18.28 Block I 100.00% variable Interspersed between street trees 9 Ornamental Trees provided Roads "A" and "B" Large Shade Trees (2 1�2" caliper) 40'OC Street trees evenly spaced behieen sidewalk and street Trees at 40'OC provided Raod "C" Flowering Ornamental Trees 40'OC Two rom spaced at 24' 20 Ornamental Trees provided Concrete andlor brick patio(s), one Concrete patio, 12 benches in four Screening Turf lawn andlor landscaping anid Landscaping and benches Civic Area -Raza 5,000 7,294 with min. 4 benches and patios. One 4n a min. of 4 5,000 7,294 benches around patio provided in and around patios(4) Block 2A landscaping benches. Interspersed between evergreens Evergreen Shrubs or grasses (36") 51 OC Min. 4 Large Shade trees, 3 6 Large Shade trees, 4 Medium Northern Buffer flowering shrubs (24) YOC 7,000 10,867 Evergreen Trees, and 15 Evergreen Shade Trees, 3 Evergreen Trees, Civic plaza(s) -Block I Flowering Ornamental Trees Shrubs and 24 Evergreen Shrubs SWM f acility(ies) - If Required SWM Plan Revised - No Longer Provided shrubs (24') variable interspersed between ornamental Provided Block 2 trees and screening parking Civic plaza - Block 5 Flowering Ornamental Trees variable evenly spaced around patio 10 Medium Shade Trees shrubs (24') variable interspersed between ornamental 8 Shrubs Min. 12 Ft Asphalt or Concrete 12 Ft Concrete Paver Path, 4 trees and screening parking Turf lavw7 with plantings and Turf lawn with plantings and Civic Area -Mews 13,000 13,1,986 Path, 4 Benches, and IS Flowering Benches, and 18 Flowering Trees 5,000 8,803 benches along walkway benches along walkway Trees Front yards Flomfing Ornamental and or variable 1 28 Flowering Ornamentals and 16 Shade Trees provided in front yards across Blocks 2-5 shade trees Min. 10 Evergreen Trees and 540 10 Evergreen Trees and 167 Northern Buffer 2,000 7,915 Evergreen Shrubs Evergreen & Flowering Shrubs Block 3 Stormwater Management Areas See Special Conditions See Special See Special Incorporate screening as 3 Large Shade Trees, 2 Ornamental Trees, 17 Flowering Shrubs Conditions Landscaping along Entrance 3 Large Shade Trees, 2 Flowering SWM f acilky(ies) - if Required within ARB Jurisdiction 3,000 6,660 Corridor as per ARB Ornamental Trees, 17 Shrubs All Other Stormwater Evergreen Screen Trees (6) variable 6-8 Partial screening of structures 3 Large Shade Trees recommendations Park Connector 1,800 3,170 Min, 5 ft Ashpalt or Concrete Path 6 It Asphalt Path and 6 Flowering 1,800 2,566 Turf lawn between residence& Turf lawn betv�een residences Interspersed between evergreens 2 Ornamental Trees and 6 Flowering trees Ornamental Trees and around storm structures Block 4 flowering shrubs and grasses variable 20-24 evenly spaced around trees 15 Shrubs Norther Buffer 6,000 6,388 Min. 6 Large Shade Trees 6 Large Shade Trees Block 5 evenly spaced around perimeter 32 Shade Trees provided Block I Civic Area -Raza 2,000 2,,030 Conctrete andlor brick patio vLithmin. 2 benches and Gravel patio with 2 benches and 2,000 2,030 Turf lawn andlor lanscaping and benches around patio 2 Benches, 10 Trees Around Patio landscaping landscaping Screening shrubs (24) SVN facility #2 (park) 30-40 SWM Plan Revised - No Longer Provided 55 Screening Shrubs provided Parking Area - Large Shade Trees (2 112" caliper) Block 6 10-12 evenly spaced around perimeter 14 Large Shade Trees Block 5 To Be Determined By variable 8-10 Conservation Area with Streano To Be Determined By Civic Area - Rark 350,000 35;2,341 To Be Determined In Master Plan The County of Albemade 350,000 353,273 Buffers, floodplain, and limited The County of Albemarle Screening shrubs (24) variable 30-40 screening at plaza and alley 46 Screening Shrubs development for park uses entrances Other -171 ROO Evergreen trees (6�-6) 381,800 405,796 ZMA #2016-00019. See sheet C6. ZMA #2016--00019. See sheet C4. Landscaping'Treatments Required & Provided Area Specific BUILT I PLATTED USE ACREAGE PER� BUILT / PLATTED PERCENTAGE OF PERCENTAGE OF TOTAL Location C.O.D. ACREAGE TOTAL SITE PER C.O.D. SITE COMMERCIAL USE 3.46 0.31 18.60% 1.69% RESIDENTIAL 5.06 27.00% 27.68% OPENSPACE 8.27 11.05 44.30% 60.44% ROAD DEDICATIONS 1.88 1.86 10.10% 10.17% ITOTAL 18.681 18.28 100 100.00% ZMA #2016--00019. See sheet C4. Landscaping'Treatments Required & Provided Area Specific Plant Type Spacing Min. Special Conditions Provided Location Quantity Street Frontage State Route 20 Large Shade Trees (3 112" caliper) 35'OC Street trees evenly spaced behind sidewalk 14 Large Shade Trees provided Flowering Ornamental Trees variable Interspersed between street trees 9 Ornamental Trees provided Roads "A" and "B" Large Shade Trees (2 1�2" caliper) 40'OC Street trees evenly spaced behieen sidewalk and street Trees at 40'OC provided Raod "C" Flowering Ornamental Trees 40'OC Two rom spaced at 24' 20 Ornamental Trees provided Screening Northern Buffer of Evergreen Screen Trees (6) 40'OC Evenly spaced below retaining wall 3 Evergreen Screen Trees (6�, Evenly spaced, above slope Block 2A As Required Interspersed between evergreens Evergreen Shrubs or grasses (36") 51 OC and below retaining wall Provided flowering shrubs (24) YOC evenly spaced above retaining wall Provided Amenities Civic plaza(s) -Block I Flowering Ornamental Trees variable evenly spaced around patio(s) Provided shrubs (24') variable interspersed between ornamental Provided trees and screening parking Civic plaza - Block 5 Flowering Ornamental Trees variable evenly spaced around patio 10 Medium Shade Trees shrubs (24') variable interspersed between ornamental 8 Shrubs trees and screening parking Future Park To be determined variable Public trail to Rivanna River Yard Front yards Flomfing Ornamental and or variable 1 28 Flowering Ornamentals and 16 Shade Trees provided in front yards across Blocks 2-5 shade trees Mitigation Areas Stormwater Management Areas See Special Conditions See Special See Special Incorporate screening as 3 Large Shade Trees, 2 Ornamental Trees, 17 Flowering Shrubs Conditions Conditions recommended by ARB within ARB Jurisdiction All Other Stormwater Evergreen Screen Trees (6) variable 6-8 Partial screening of structures 3 Large Shade Trees Management Areas from internal roads Ornamental Trees variable 8-12 Interspersed between evergreens 2 Ornamental Trees and around storm structures flowering shrubs and grasses variable 20-24 evenly spaced around trees 15 Shrubs Parking Area - Large Shade Trees (2 1/2" caliper) 40'OC 6-8 evenly spaced around perimeter 32 Shade Trees provided Block I Ornamental Trees variable 6-8 located at islands and pedestrian 9 Ornamental Trees provided crossings Screening shrubs (24) variable 30-40 screening at plaza along block 3 55 Screening Shrubs provided Parking Area - Large Shade Trees (2 112" caliper) 40'OC 10-12 evenly spaced around perimeter 14 Large Shade Trees Block 5 Ornamental Trees variable 8-10 located at islands and interspersed 9 Ornamental Trees with shade trees Screening shrubs (24) variable 30-40 screening at plaza and alley 46 Screening Shrubs entrances Other Evergreen trees (6�-6) provide along expansive runs of Commercial and mixed- Ornamental trees and variable as needed exposed foundation, and around Provided use buildings shrubs (24') window and door openings Entrance - Ornamental trees, shrubs (24'), variable I Large Shade Tree, 2 Flowering Ornamentals, and 7 Evergreen Shrubs Main Road ornamental grasses Entrance - aes, shrubs (24", /a Provided Block I ital grasses ZMA #2016-00019, See sheet C6. n B2 NO 0 20 0 .i ■ ■ ■ UAIL 10 • NLTH JUSTIN M. SHIMP Lie. No. 45183 SjONAL Riverside \j1loge VrOPCI LIG' TMP 78G -2C—" Zoning Dist - r'lct', NMD Use, Residential 1,�-,--'--- kl T T M RUSTEES 6V LODGE 3 ---BENEVOLENT --0 D.B.7( D.8,201 'NATER METER (TBR) PLAT 014, T HIMP o S-10NAL 4-J "KE 4-J c 0 '--WAIER VALVE op ....... ......... T T M RUSTEES 6V LODGE 3 ---BENEVOLENT --0 D.B.7( D.8,201 'NATER METER (TBR) PLAT 014, T HIMP o S-10NAL 4-J "KE 4-J c 0 '--WAIER VALVE NOTE: Backflow is to be prevented for all commercia water lines and fire lines. ,EES OF CHARLOTTI LODGE , GE'OF T ,D H 389 'ROTE ORDER OF E,, D.B.201"01 -227 454 PLAT zi .................... "I'll", 0 WATER METER —ATER TALVt (TBR) x —____"x"—__x x --- x -- x X x - X -- X X - x- _ x -- x - x___"_- x- x -- x x --_____x 13 SHIMP > is 0. 45183 0 �7 'S'SIONAL r L3 River Op�er ies 7nni NMD\ NOTE: Backflow is to be prevented for all commercia water lines and fire lines. ,EES OF CHARLOTTI LODGE , GE'OF T ,D H 389 'ROTE ORDER OF E,, D.B.201"01 -227 454 PLAT zi .................... "I'll", 0 WATER METER —ATER TALVt (TBR) x —____"x"—__x x --- x -- x X x - X -- X X - x- _ x -- x - x___"_- x- x -- x x --_____x 13 SHIMP > is 0. 45183 0 �7 'S'SIONAL 0 +• 0 ---- 1-44 'Lg N STA 11+7.33 W-1 380 ^ z 380SEE DETAIL 11+67.57 375M WOMEN 375 o 370 370 0 365 N 360 360 "� rn 355 355 �i 350 350 Q � 345 Q 340 340 N 335 335 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 + + + 9� » v M. SHIMP > 1 EX. WATERLINE A Li , 5183 Cg H:1"-30' V: 1"-10 IONAL A4 A5 A6 6 A7 AS A9 A11 375 375 U) O 0 370 370 � 11.1 0 365 365 o 360 360 355 355 350 350 � N 345 340 340 � � N N lr 335 335'`►+ 1 330 330 325 325 �. Tya��a i i �• 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 u LL 2 EX. 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UELD k 01.7 ICD GUTTERS. 2. 4 ATE B IS 79 HE UTtRED IH DO -7A, NO WTTE R `T'4 ONE DiRECTIQH, LOCATIONS NORIAPUY M7B GUTTER IN BOTH MECT'iLkki.4. SUBJECT TO TRAFFIC. As' A 2. JOWL S BETWEEN GUTTA AND CONCRETE C6AtETR 1 FOR OCTALS OF LOAD CARRYING AAE TO BE DOWELED WITH X14 X 13" SMOOTH L2"X2"X% CRATE (GRATE $I, E T -DI -7, RCoS * APPfROX,12" C -C TO PREVENT SETTLE - c"', DDX w ' f ` SHEET I63,#TE9 Bi PRiiVEtE® OF DOWELS A 2" X a'° NOTCH MAY . - CCOiAIECTC DETAIL AT1 4. CONCRETE CQ�' GRATE SEE St,MDA10 T -DI -21, 4 ALT€N37ATE DEMKI BATE TYPE E I T. 4UTS�IE 3, VATRMLE: 211 OR FLAXTER. 1 OR IIB 4 5X5' -CI' BARS D INS OF IRATE TO Pi VIEW 'IFROU PLANS) R12 REO} ,I i " � �r.�« X �,:j f�� a (ATE A , 4. DITCH GRADE T BE ADJUSTED TO T DIFF'ERERM IN ELEVATION. SEE L&WU UAL SEE [DETAIL ,AE- [y 5. ALTERNATE METHODS OF SEC"i'9[7M a ANCHORING ANGLE IRON WILL BE 5. IF DEPTH W) BEi 9� LESS TtEN 4", LENMGT" .. - - . ACCEPTAOLE F APPROVED BY THE OF � ARE TO TIE EXTENDED AS DIRECTED £.A�9 BY THE ENGINEER. SECTION A�-A SECTION €3 9. �,IATE A: 9LLAAfit TO BE ,g, CURTAIN WALL T9 BE LOCATED AT THE ENID OF GRATE A, GA[YALfisEa#. THE PAYED DITCH SECTIONS OF' THELTB-7A & 7. ATE C£3'+ MAY DI -70 THAI ARE NOT ABUTTED BY OTHM AN'PR433Ol MATE QUANTITIES CRyT D1w,€NST PRECAST OR T IN PLACE, DRANHM , 047( C9IET£ TYPE BETE TO CLAS�AL9 F CAST 7. IF I ORIA&ii. DITCH GRADE IS TOO FLAT TO ALLOW CLASS A3 STEEL (I�tAi # PM Is CAST. FOR ADJUISTED GRAM TO INLET A, SPECIAL T tI GUTTER 1TAll vrs BE l4I13REi ON PLANS. 11, 1N,423 C. Y. 83 LITS. 1 1. G- GRATE OAFI> TO K PARALLEL TO . - WTCM FLOW, CH SIwTION A -A . ' SEE t�bTE � s> �:tTr _. � E NOTE 3 �> � SIE NOTE 4 , BOTH SLOPES FLAT DI STI S OP9E � A } ONE 3NT iE SLOPE CIT 14 � INLET m g MET .d` .# ? „ tTa1 H BM GUTTER GiTAIIE BTO TEACK �PRd�" O e 111_1.: .. i - ADJUSTED To Mal AS 66�C;iECO B`f THE 0 . ",�' MET CLE'VATMI -. ESR I4�7A ONLY). SEE NOTE r NORMAL MEOM TYPICAL EI�EVA�TON NOTESEE �E ATE 4 NCI7E 3 GRADE 6 STEEP SLOPE -ONE FLAT SLOPE BOTH SLOKS STEEP € FI AT?Ek APPROXIMATE FOLIAINTiTiES APFTtiOXIk4ATf 12UANTHY FOR ONE CMIAIN WALL. LO NGITL NA. SECTION I ASL NEu FROM 80TTLOM OF GUTTER CONCRETE Dt 7 DN TA Sit -7B (WHEN INLET T IS LOCATED CLASS A3 ABOVE NORAiAI. DITCH GNiAI1E) iNORETE CLASS A3 M41 CFJ. Yff�SCFJ. YM (Cif. YTSA NOW C211 2.t{8 SEE NOTE H:, M STANDARDS fi l ARD MEDIAN DROP INLET DEICE RtIA�1 : iEiR[D i SHEET 2 4f D 9 i ION DATE 12" TO 42"i PIPE G#t ii14,23 V M DEPARTMENT O TRA NSPORTAMN 3 PLAN „ NONE D1-�. 7Av 7a 3, ^ T. DEPTH OF SET iH5 TO W SMOINN ON PLANS. R'4ce £h iiEtddVED3 2 THE 41 DINENSION SHOWN ON THE STANDARDS NO SPECIFIED ON THE PLANS WILL BE ASURED FROM Tit 14VERT OF THE PIP> TO 9 TOP t THE I' Q4iTFALL PLAFI ' H" IJIi�NSiCWS ARE APPROMATE ONLY FUMY ESrnukilNfa PURPCISE91 ANTS THE ACTUAL 15" - ]MANSIONS SHALL BE DE70404ED BY THE .t 4°.,�+, (h 3�# £O CONTRACTOR FROM F'tE1.D COHID1103N& DI.710_,---- DOUBLE OWTER WHEN MP INLET Y9 MAX ,# DEPTH (I{) TO TLE', 12°-B., PLAN PLAN,TO 3, %I* N "SPEcmw C" Tl7E PLANS THE INVERT IS 'STH R'4ce £h iiEtddVED3 10. FOR DETAILS OF CONCRETE COVER, CVLLAR AND 15" SK �{ �IAftD* STA14D .t 4°.,�+, (h 3�# £O 4COVER REMOVED) DI.710_,---- DOUBLE OWTER WHEN MP INLET 6-$. THE COST OF i= ce AM PLACING ALL B 3`^O" C12 36" Ei 3.," 3,5- MATERIALS II�TNtAL T4 iiiE SNAi'IdG IS TCI � >A C -11P (42' PIK) GROUT CONGFRETE COVM sNCL�ED' IN THE BID PRICTCN FCR T4� ST9RUCTUiE. 8"3°_0., 42" PM) (FOR L3£7AX $ E A. IN THE EVENT THE INVERT OF THE 0U fALL COTN KTE COYER StE£T 2 t?T S) PIPE IS 401" TITAN THE; SOTTOM OF 1HE ,. !1a � (FOR DETAILS OF 3) AGGREGATE CONCRETE STRUCTURE. THE IN Al<RT TIE STRUC SHALL BE SHAKO WT+I f�3AENT THRUST BLOCK 4 o. SHEET 2 AGGREGATE, E ItCITE7, d Q 4 a S N4TE7. PREVENT STANDING IN THE STRUCTURE, WORTiCi ON PO t€; OF WATER TINE COST OF FURNISHING NTS * � i '+y FP NEIL E. EP HgN f ABI P9.iA�NG ALL. SH MATERIAL$ iNCiDET4T TO TO - IRAN SJTIKIN OF FLOW BERVEEfiN NNt3T . ' QUAE F4" MNt, SW B THE LNG IS 8E LuD IIs E PRICE.pyE'O T`HIE S�ylRUCyTURt,D MIN, 6" H;:8011 G 1 - MEIER . Y� "ICK A15 LIFT MOLES 5 PS TO BE ":i aa: X5/8„ C '�a SEE A OTE 5r �" TO BE SCA D � CRt�GTEI� NTS p y y y� C94 VIA GREATER, FOR K.4,�M1.+'al �JEC +R'! %6"BAliil�i i'`�. t q SHOWING AN H TIE-IN .T, " 6, RUNFORCED, CONCRETE FOOTING MAY BE PRECAST NbIR CAST' -NN R ALS IWO LIFTING I HO(}K�S OT FABRiGATpIRS "SON TO BE 6 X PR41VIL'rETh IN PRECAST FOIL TTM#; w r7 wrw F *- 7. 4' DEPTH AGOIREGATE 46111,,478, CPR lip? X 6" YtIDTH. Y a„ r. • ` B. 3" TJNA TEFL y�EEP WBTH 1247' PLASTIC HAiO}44ANTE CLCSTH i��I OR iiA1.4AI42EO E; NOTE 4, + A A SECTION S -B STEEL Mi Na, T W D#A�TER 0.03 NUM R 4 MESH HAROWA CLOTH "ETk CAST IN PLACE";%LY ��' � TO TM OUTSIDE O THE Se440CT4 , FOR USE YIITH 121 TO X62'° PIPES B. THE TYPE Of PILET RPRECaiBT OR CART N,4 PLACED. «'CO14+NET"D m"A" Koff CHART ME 3I H DIMENSION CLIC. CORK, METAL 12" is. x -------- No GUTTER 10. FOR DETAILS OF CONCRETE COVER, CVLLAR AND 15" 2 -9a r¢" 2",B h0 + #t' or �TFIk�i7;�. DI.710_,---- DOUBLE OWTER WHEN MP INLET It CAST -N P CONCRETE S TO BE A A3 PSIi. PRECAST +05KNRETE 13 T4 9E 24.1 3.," 3,5- 2r 3 a�1}3!}t r -v TAMS 1D3,C}7 T 105«&2, 61FfiE RENT DEPTHS ANTIS ()TR S S IttA'GT TIE +R "a APl PLATE CMG YAiR$35 OFCONCRETEFOR EACH FOOT' NOF DEPTH, . V-6. 4 ��a M.J. GATE VALVE WATER 24t i NONE [ NTa DETAILED MQ% TO BE CONSTRUCTEt1 WILL BE mumum 6riP7TI2��„ ._3n/$,A2 ek°f� AT THE 0 MH OF TTIE CIOHTRACTO R. is. x -------- No GUTTER 10. FOR DETAILS OF CONCRETE COVER, CVLLAR AND 7A - - -SIx TE ANSNDE ET, P'TR?SH TH01OF PLACMA IS EIM2 D 3. dd1£Da.SHEMDRCPk&ET . h0 + #t' or �TFIk�i7;�. DI.710_,---- DOUBLE OWTER WHEN MP INLET It CAST -N P CONCRETE S TO BE A A3 PSIi. PRECAST +05KNRETE 13 T4 9E IS 3N A SAC BET UN IWO GRAMS.d3GT}(1 444i! PSL 16, FOR DETAILS OF PRECAST 01-7 NOT SHOWN HEI ,014 €4 TT 2 12, CRETE. Oa�I�T{7 k sT�Y1N ARE €L#t I 4CATED *0 1AI T+Ida �PIPESTHE ATi )UHT PRE[ CE #tT B TE P i63 A AkPI,iCA E CAST T ,Rte dAtp TOP C TAT S. DIISPLACEi3 BY PIPES MUSTS BE DIED4ICTED TO iIDTNH TRUE I�IAA�TTITJES, 'FOR INLETS OF TAMS 1D3,C}7 T 105«&2, 61FfiE RENT DEPTHS ANTIS ()TR S S IttA'GT TIE 17. GRATE S 10 BE PARALLEL TO DITCH FLOW, APl PLATE CMG YAiR$35 OFCONCRETEFOR EACH FOOT' NOF DEPTH, P1PE 12" 15" 1II 24'° 3Ky 3S,«ll 421R . mumum 6riP7TI2��„ ._3n/$,A2 ek°f� .Zl,r 31 7r2" 4"-21` 4`01e CONCRETE 1.045 11.14.T 1,64:1535 7.73$ 1927 .447 IHMES�3" IOYA S.T}vm T rOAAErER T SHALL, A" VET( M PAVED DITCHES ARE 70 BE 'T111N #T1400MD To MEET k AS SHOWN • ST ii -2 iP1i.ET GUTTER IN AteD/+TIiJ P A. 14, PuFwf..�4mo+fpE�1E SAFETY % WHEN SIPECIFIED, ON CREMENIT PER FOOT OF AVOITIONNAI,. DEPTH IHi � 0.362 CLD, YUS. 02" " PPE) 0.4110 CDA, YOS. (42' PIK) x STANDARD MEDIAN DROP INLET ROAD A l BRIDGE STAND#$i7y, 12" TO 42" WIPE TREVI 4I -DATE So I OF VEVmNA DEPARTMENT OP TRANSPORTATION 144.22 CONCRETE 'TAM UNIT ECCENTRIC TSR UNIT NOTES= i SfE ( Alt ND7E4 A�oTrrDnAu. TSFITRI�A7plN aN 15• SPACER II TTS l3H MIN HEREON ARE &W I4HTN14'1 AS HtTI ES STET* {� S, "I 1" a ala, F7,1 "PWAM RING'S" M AMWMMr AAICS" ,. oN, E 7. WHM SPAM UMTS .AAE REQiJIIIIEh. "" 19 710 BE 2. ,A#L `BP'AC R IMS FLAT SLAB TOPS MD TAPER LAM WASUFM FROM THE 'LGA V THE UPPENADSr SPAMR. AASiiT4l !(IYtI THIr [RE S B. SF'AL:LR LI4TT B: T4 # T?OYfTWD OR MORI'ffO 70 TAPER IIINIT TOR fLJLT !R TNxP. S. CONO ETE SHALL BE 400 PST. 4, FOR STET MTALS M STAND ST -1. US M. XTU& T y JUNCTION 907SES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL N07 BE LOCATED WITHIN THE RIG"T OF WAY, DIARIES `,,-5:-•. 3 j f WATERSEWER q L.DCAT CIN OF OTHER UTtLIT S (CAS, ELECTRIC, 7ELEPHUINE, CABLE, ETL'.) EASEMENT VT}THS+i WATER OR SEWER QNI LY E?U' MINIMUM WATER 6,: SEVER 30' MINIMUM SEE PANT 3, PARAGRAPH Dj SEPARATION OF' WATER SF-WER S`FSTEM& UTit-ITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 9W Illi THE RIG?TT OF WAY. UTILITY LOCATIONS EASEMENT WIDTFIS fiNTS FIG, V-1 PLACE 5' GALVANIZED " WITNESS " POST WITH MH-1;"IRME CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ACOVER AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d IHMES�3" IOYA S.T}vm T rOAAErER T SHALL, A" VET( 3'i' h0 + #t' or �TFIk�i7;�. C> o K AFART- SEENI)TL _I I ADJUSTABLE VALVE BOX W/ LID PACER UNT 04 _.. _ E17t II u V-0" 5' MIN. FtsmlmT CONCRETE 'TAM UNIT ECCENTRIC TSR UNIT NOTES= i SfE ( Alt ND7E4 A�oTrrDnAu. TSFITRI�A7plN aN 15• SPACER II TTS l3H MIN HEREON ARE &W I4HTN14'1 AS HtTI ES STET* {� S, "I 1" a ala, F7,1 "PWAM RING'S" M AMWMMr AAICS" ,. oN, E 7. WHM SPAM UMTS .AAE REQiJIIIIEh. "" 19 710 BE 2. ,A#L `BP'AC R IMS FLAT SLAB TOPS MD TAPER LAM WASUFM FROM THE 'LGA V THE UPPENADSr SPAMR. AASiiT4l !(IYtI THIr [RE S B. SF'AL:LR LI4TT B: T4 # T?OYfTWD OR MORI'ffO 70 TAPER IIINIT TOR fLJLT !R TNxP. S. CONO ETE SHALL BE 400 PST. 4, FOR STET MTALS M STAND ST -1. US M. XTU& T y JUNCTION 907SES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL N07 BE LOCATED WITHIN THE RIG"T OF WAY, DIARIES `,,-5:-•. 3 j f WATERSEWER q L.DCAT CIN OF OTHER UTtLIT S (CAS, ELECTRIC, 7ELEPHUINE, CABLE, ETL'.) EASEMENT VT}THS+i WATER OR SEWER QNI LY E?U' MINIMUM WATER 6,: SEVER 30' MINIMUM SEE PANT 3, PARAGRAPH Dj SEPARATION OF' WATER SF-WER S`FSTEM& UTit-ITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 9W Illi THE RIG?TT OF WAY. UTILITY LOCATIONS EASEMENT WIDTFIS fiNTS FIG, V-1 II -34, 35, 3C EXP Rh�ION KEYS RZrFTAC nF NLET JOIN � CONST. ��,�.5 01 E7CPAISIlPI JtNNT ,7'-10 i COVERSACK Or SIDEWALK x ,JOINT �,, (fPPRk3ACH SEE $1AN A,RD +WFFp AWN BARS G 4,. �' t� py GUTTER IRKS G {, I In BAR 6' BAR$ B uu 2" HARDWARE CLOTH fir ARS e I ` SITE NOTE E. . q iARF L BAR A. STFP$�'SE a r -y 81 ti QAER$ O F':ACE OF CUR?3 - $ NOTE 43., GR CCINTROL J{kiNT GUTTERGRA K CONTftO! NIT PLANT SECTION A -A NAIN fa -A T4'iMAX. KEYED CONST. JOINT t•YffROFN:aLE NIAID. 2[i' - WAKED 2„ GUTTER j APPROACH f--- 5ARS A GUTTER 4.44 W BARS T DtRS E 0 F' �,T" OLIWETFR BARS E BARS .$ I WEEP HOLE FRONT ELEVATION! BAS F- f T' s s" ED_ twWTTEP RE:iM9VMfA Ie" X/ BENT PLnrE SECTION B-8 TYPE' A NOSE DETAIL SHALL BE USED WITH Cr, -3 A C.0-7 STANDARDS. � oLALL2�2i"X2!fZ�6 �t3/,t" TYPE B NOSE OVAL SHALL BE USED wiTH t6-2 b CG -6 STANDARO5, TYRE a TYPE E3 Y21, x 4" STMT SFeEMR COMNECr4Ft WELDED F F .. rtt rx AT 21C -C, PLM�I£ F(3R TYPE, ,s TO 9E BENT AN evs at.N"rI.E 4Z �� 34` 4 i,E O, 2 G' C, CONNECTORS AND IS TO BE ANCHORED WITH !z" X 4" STUD SHEAR NOSE DETAILS r WELDED TO SENT PLATE AT 2' G -G. APPR. PAVEMENT .. _ ... ... 1111 ,-... -. .. L wARY D F L 0I3C _ _ F'VE R..EMENT FLOW I -LLQW F_ . 1 1 DETIJIL WHEN USED FSI USE ON GRADES ADJACENT TO CURD FOR. USE IN SATS WITHOUT GUTTER ROTH SAES TO BT:. $YkMMETMCk '�4t°:IT SPECIFICATION ROAD AND aR� e $T 7ARiia STANDARD CURB DROP INLET REFERENCE 5REET I OF 2 REVISION DATE 12"_ 3�1ea PIPE- IW�A. It4lllhll t}EP'TI{� �il"�rT - 8' 233 i94;�39 98[51} VIRG9NtA DE,P RIMEINT OF TR*15FORTATION 02 VARIES VALVE BOX TO METED BOX (SEE. FIG. W-'6. THRU W -K). - 2" COPPER WATER MAIN -M•i. FITTING 2" CORP. STOP 4„ DIP 4" PLUG TIHRf QED FOR. 2 CiONPRESSIO,"N FITTING RESTRAINED JOINT FITII#NGS NOTES - GATE VALVE OTES-GATE'VALV9E WBL+ 614 4" UNLESS OTHERWISE SPECBFIED BY THE As.CSiA„ SERVICE I,1NE T9a N� EE:T a,T {'�4AIAI `4'�'ITRH x w1 TE£ REFER TO FIG. W4 FORTHRUST 8LO0. DETAILS ON TSE. REFER T9 FIGS, W-5 FOR TWUST MOCK DETAA5 rXND.QEPiN OF COVER 'wN G41E VALVE, T' NOG 1CRETE,SHOU D BE POURM ON ANY PART OF THE RESTRAINED 1£L11VT. USE PLASTIC SHEETING AS PROTCLTIO N FOR ROM. USE 25W RS1 CONCFRETE. LARGE METER SERVICE LINE NT.S` ,ra `•113, 'i Y'^^�t. rW'Tdc PLACE 5' GALVANIZED " WITNESS " POST WITH DIMENSION CAPPED ENDS PAINTED BLUE IN REMOTE AREAS STEPS CAST INPLACE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. 3'i' FINISHED GRADE C> 3'1' _I I ADJUSTABLE VALVE BOX W/ LID z II u 4' 5' MIN. CN Z N GREATER THAN 4' PROPOSALS WILL BE SUBMMU. �,, a" 4, Cit. SEWER LATERALS SHALE,#„ HAVE A MIfNINUM WVEIR 2' mIFI ��a M.J. GATE VALVE WATER LINE OF 3 FEET, !1a � 2500 P.S.I. SALT CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK 4 o. d Q 4 a NOTE IN [REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. DEPTH tip FLOWCONCRETE CHANNEL I �FILLETS 3/4 NAMLILK Cil" TYPICAL GATE VALVE VARIES NTS CONTRA U'"NG FIG. W-5 TD- 9 II -34, 35, 3C EXP Rh�ION KEYS RZrFTAC nF NLET JOIN � CONST. ��,�.5 01 E7CPAISIlPI JtNNT ,7'-10 i COVERSACK Or SIDEWALK x ,JOINT �,, (fPPRk3ACH SEE $1AN A,RD +WFFp AWN BARS G 4,. �' t� py GUTTER IRKS G {, I In BAR 6' BAR$ B uu 2" HARDWARE CLOTH fir ARS e I ` SITE NOTE E. . q iARF L BAR A. STFP$�'SE a r -y 81 ti QAER$ O F':ACE OF CUR?3 - $ NOTE 43., GR CCINTROL J{kiNT GUTTERGRA K CONTftO! NIT PLANT SECTION A -A NAIN fa -A T4'iMAX. KEYED CONST. JOINT t•YffROFN:aLE NIAID. 2[i' - WAKED 2„ GUTTER j APPROACH f--- 5ARS A GUTTER 4.44 W BARS T DtRS E 0 F' �,T" OLIWETFR BARS E BARS .$ I WEEP HOLE FRONT ELEVATION! BAS F- f T' s s" ED_ twWTTEP RE:iM9VMfA Ie" X/ BENT PLnrE SECTION B-8 TYPE' A NOSE DETAIL SHALL BE USED WITH Cr, -3 A C.0-7 STANDARDS. � oLALL2�2i"X2!fZ�6 �t3/,t" TYPE B NOSE OVAL SHALL BE USED wiTH t6-2 b CG -6 STANDARO5, TYRE a TYPE E3 Y21, x 4" STMT SFeEMR COMNECr4Ft WELDED F F .. rtt rx AT 21C -C, PLM�I£ F(3R TYPE, ,s TO 9E BENT AN evs at.N"rI.E 4Z �� 34` 4 i,E O, 2 G' C, CONNECTORS AND IS TO BE ANCHORED WITH !z" X 4" STUD SHEAR NOSE DETAILS r WELDED TO SENT PLATE AT 2' G -G. APPR. PAVEMENT .. _ ... ... 1111 ,-... -. .. L wARY D F L 0I3C _ _ F'VE R..EMENT FLOW I -LLQW F_ . 1 1 DETIJIL WHEN USED FSI USE ON GRADES ADJACENT TO CURD FOR. USE IN SATS WITHOUT GUTTER ROTH SAES TO BT:. $YkMMETMCk '�4t°:IT SPECIFICATION ROAD AND aR� e $T 7ARiia STANDARD CURB DROP INLET REFERENCE 5REET I OF 2 REVISION DATE 12"_ 3�1ea PIPE- IW�A. It4lllhll t}EP'TI{� �il"�rT - 8' 233 i94;�39 98[51} VIRG9NtA DE,P RIMEINT OF TR*15FORTATION 02 VARIES VALVE BOX TO METED BOX (SEE. FIG. W-'6. THRU W -K). - 2" COPPER WATER MAIN -M•i. FITTING 2" CORP. STOP 4„ DIP 4" PLUG TIHRf QED FOR. 2 CiONPRESSIO,"N FITTING RESTRAINED JOINT FITII#NGS NOTES - GATE VALVE OTES-GATE'VALV9E WBL+ 614 4" UNLESS OTHERWISE SPECBFIED BY THE As.CSiA„ SERVICE I,1NE T9a N� EE:T a,T {'�4AIAI `4'�'ITRH x w1 TE£ REFER TO FIG. W4 FORTHRUST 8LO0. DETAILS ON TSE. REFER T9 FIGS, W-5 FOR TWUST MOCK DETAA5 rXND.QEPiN OF COVER 'wN G41E VALVE, T' NOG 1CRETE,SHOU D BE POURM ON ANY PART OF THE RESTRAINED 1£L11VT. USE PLASTIC SHEETING AS PROTCLTIO N FOR ROM. USE 25W RS1 CONCFRETE. LARGE METER SERVICE LINE NT.S` ,ra `•113, 'i Y'^^�t. rW'Tdc Dom HINGES -------- EIE II1-- I I t I I I I I { I i - I I { LIFT HANDLE L ----------------- TYPICAL METER VAULT N.T.S. FIG. W -7A SIDE VIEW 75' DIAMETER DRILLED CILE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 9LUMINUM ACCESS HATCH (4) 1" (25mm) OLA HOLES ON 32 3/4" %D34 Lim) IOTA iTL?LT CIRCLE. 2' (51 mm) LETTERS (RECESSED FLUSH) d �y [25mm] (2) CLOSED PtCKHOLES > z m. Q (2) CORED PltaiCE CRs 1 9/13° (29mm) DLA BOSS 27 1/2 DIA1 1/27 [8fl9mm] [38mm] 26 1/4" DIA 7' r_�-_ [667mm] __ .j [i7emm] 26" DIA i 1/2- 1 [aekTl 90 ® E6Strnm 41A 1 1/4' (6mm) DIRT 3 1/a rn m 4" NEOPRENE CASKET [ ] 2 DIAL N [6fffaN5m� 2B 7/16' B' DIA 5 9 I 23" DCA [7 2mmj �I [964mm] 36' CTIA 255" DCA [414mm] 1535mm] FRAMESECTION ! O.D. OF G.ASKEC GROOV€ BECTON 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4"" MINI " BLANCH FLEXIBLE CQNNECTM � NOTE: 11 WITH STAINLESS STEEL ALL CONNECTIONS TO FANO EXISTING MANHOLES SHALL Ld BE CORED AND A FLEXIBLE CONNECTION BOOT " IC's STAT -LED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - I N TS FIG, S -I -B 5-27 FRAME COVER (SEE FIG. -I-„) STREET SURFACE OR NODI -PAVED AREA, SLOPED AREA--*' METER SIZE DIMENSION DIMENSION DIMENSION STEPS CAST INPLACE A I3 C 1 1rZ" 3'i' 510' 31a' 2' 3'1' 510` 3.13' 3' 5' MIN. 10' MIN, 6' MIM 4' 5' MIN. 12' MIN. 61 MIN GREATER THAN 4' PROPOSALS WILL BE SUBMMU. Dom HINGES -------- EIE II1-- I I t I I I I I { I i - I I { LIFT HANDLE L ----------------- TYPICAL METER VAULT N.T.S. FIG. W -7A SIDE VIEW 75' DIAMETER DRILLED CILE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 9LUMINUM ACCESS HATCH (4) 1" (25mm) OLA HOLES ON 32 3/4" %D34 Lim) IOTA iTL?LT CIRCLE. 2' (51 mm) LETTERS (RECESSED FLUSH) d �y [25mm] (2) CLOSED PtCKHOLES > z m. Q (2) CORED PltaiCE CRs 1 9/13° (29mm) DLA BOSS 27 1/2 DIA1 1/27 [8fl9mm] [38mm] 26 1/4" DIA 7' r_�-_ [667mm] __ .j [i7emm] 26" DIA i 1/2- 1 [aekTl 90 ® E6Strnm 41A 1 1/4' (6mm) DIRT 3 1/a rn m 4" NEOPRENE CASKET [ ] 2 DIAL N [6fffaN5m� 2B 7/16' B' DIA 5 9 I 23" DCA [7 2mmj �I [964mm] 36' CTIA 255" DCA [414mm] 1535mm] FRAMESECTION ! O.D. OF G.ASKEC GROOV€ BECTON 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4"" MINI " BLANCH FLEXIBLE CQNNECTM � NOTE: 11 WITH STAINLESS STEEL ALL CONNECTIONS TO FANO EXISTING MANHOLES SHALL Ld BE CORED AND A FLEXIBLE CONNECTION BOOT " IC's STAT -LED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - I N TS FIG, S -I -B 5-27 FRAME COVER (SEE FIG. -I-„) STREET SURFACE OR NODI -PAVED AREA, SLOPED AREA--*' 6*MIN EK48.EDMENT SPRING LINE Or PIPE NO. 68 STONE 24 RE 11#TNING €3ACKFILL $HALL FOOT CONTAIN ROCK MATERIAL LARGER TRIA 5' IN ANY IMLNSION INTIAL ACKFILL* (6,e. OF T'HOROUGHLY COMPACTED EKY 4HAlNQ OR APPROWO hECHAWCAL TAMPER -HAVNCHIN SEDDINTG £4" max 4" ruin -FOUNDATION (SHALL S!E REOUIREEI 'CEN SOIL „ CONDITIONS ARE LTN aTAFk E NOTE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VD&T RIGHT-OF-WAY OF - WAY SHALL BE BACKIF E0 CN.T)RELY VVIiTII NO, 21A STONE, Z FOR DUCTILE IRON RIPE MITE BOTTOM OF THE TRENCH SHALL BE 5CRAPEI AND COMPACTED, II?ACTE AND Ai I. STONES REMOVED OR A 4 BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 1 WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MIND IUM 61, BEDDING OF NO, 68 STONE RUBBER COATED STEEL � a i STEPS CAST INPLACE . AFPIi M7 09 �'-O" MIN PRFCA T REINFORCE -I '4P sr cwt a Tv AL aM9u spr 12,; MIND R�teL R��1:"E3 +xt [xay. FEJMCrttaAL F91# ktt 2. SES LATERAk S TAPPED INTO AN EXISTNG KKR MAIN SHALL " ANSI Iff'%RiX.7N °.iwa!; 1 KiAX - itz f Lj � MINIMUM ELEVATION 9dq iA°�ir TIT�I.S �,, a" 4, Cit. SEWER LATERALS SHALE,#„ HAVE A MIfNINUM WVEIR 2' mIFI ��a 5. ALL SEWER LA7ERALS SHALL HAVE A MINIMUM COVER T" S.iXT'8. x 'Ile W" M oo�dN6, OR JVVIWWO COLLAL OF 3 FEET, FROM, INLET TO OUTLET i'' TYPE `X` SALT TREATE SHALL BE 0.20 FEET. �C?P V% ON Mt Qii(£ M14ME 'f?MLY iRE�t#Elwltaa sria�'1F� ate Cazl�as LIECFJi C5 i4S7F FRSs§19EC6 DEPTH tip FLOWCONCRETE CHANNEL I �FILLETS 3/4 NAMLILK Cil" SINGLE aEWCE VARIES 7 es4ow_!� 1* uw ou pwm CONTRA U'"NG FitlSt RRAI Nn SEWER. A FILLETED INVERT FOR A SMOOT euL�1'� - IRAN SJTIKIN OF FLOW BERVEEfiN QUAE F4" MNt, INILET & %TLET WIPE SHALL, BE s sm axvtm I�ROVIDED, MIN, 6" H;:8011 G 1 - MEIER . Y� "ICK A15 R38GRo s B SPECIFICA4LY DETERMINED BY THE CONSULTANT FOR THE SAIL C( 9QlTlON S, TYPICALERVI EE LATERAL, INSTALLATION X5/8„ 1 D5 METE€ TO BE SCA D � CRt�GTEI� NTS FIG, "#-6A 6*MIN EK48.EDMENT SPRING LINE Or PIPE NO. 68 STONE 24 RE 11#TNING €3ACKFILL $HALL FOOT CONTAIN ROCK MATERIAL LARGER TRIA 5' IN ANY IMLNSION INTIAL ACKFILL* (6,e. OF T'HOROUGHLY COMPACTED EKY 4HAlNQ OR APPROWO hECHAWCAL TAMPER -HAVNCHIN SEDDINTG £4" max 4" ruin -FOUNDATION (SHALL S!E REOUIREEI 'CEN SOIL „ CONDITIONS ARE LTN aTAFk E NOTE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VD&T RIGHT-OF-WAY OF - WAY SHALL BE BACKIF E0 CN.T)RELY VVIiTII NO, 21A STONE, Z FOR DUCTILE IRON RIPE MITE BOTTOM OF THE TRENCH SHALL BE 5CRAPEI AND COMPACTED, II?ACTE AND Ai I. STONES REMOVED OR A 4 BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 1 WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MIND IUM 61, BEDDING OF NO, 68 STONE RUBBER COATED STEEL � a i STEPS CAST INPLACE �'-O" MIN PRFCA T REINFORCE LATERAL PTFE SHALL. OE AT LEAST O,X Ii CHER THAN THE; T13P (CROWN ELEVATION OF THE THE LOWEST IFFE CONNECTED CONCRETE SECTIONS 12,; MIND 2. SES LATERAk S TAPPED INTO AN EXISTNG KKR MAIN SHALL "`0" RING SEALS a � 1 KiAX - 3. IkINWUM CRAbE FOR SES SERYttCE CONNECTION SHALL HE 2 � MINIMUM ELEVATION J7 4, Cit. SEWER LATERALS SHALE,#„ HAVE A MIfNINUM WVEIR 2' mIFI Fl1FFEI ENCE ACROSS M.H. 5. ALL SEWER LA7ERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, FROM, INLET TO OUTLET SALT TREATE SHALL BE 0.20 FEET. LR DEPTH tip FLOWCONCRETE CHANNEL I �FILLETS 3/4 NAMLILK Cil" VARIES CONTRA U'"NG SEWER. A FILLETED INVERT FOR A SMOOT - IRAN SJTIKIN OF FLOW BERVEEfiN INILET & %TLET WIPE SHALL, BE I�ROVIDED, MIN, 6" H;:8011 G NTOTE : W/ NO, 68 STONE 1. BEDDING I)-HC:K NESS REOU REMEN4T SHOWN IS MIN1IMVM AND SHALL BE. SPECIFICA4LY DETERMINED BY THE CONSULTANT FOR THE SAIL C( 9QlTlON S, 2. TfiE CQN'SQIA.TA.NT WILL DETER INE WHETHCR MANHOLE $HALL HAVE EXTENDED OR RONI-EXTENDED BASES. ALL JOINTS. LIFT NODES, IN1LETad OUTLET TO BE SCA D � CRt�GTEI� INSIDE AND OJT. TYPICAL MANHOLE SECTION I SHOWING AN H TIE-IN .T, FIC. S -1-A TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIC, S-3 SEWER SERVICE LATERAL CONNECTION .NOTES. L WHERE A HE IR SERHCE LATERA, CONNECTS TO A MANHOLE AND NO INVERT UEVA:T14H FOR R THE SEMV#CE LATERAL I$ INDICATED . THE TOP (CROWN) ELEVAT(ON OF THE 'SERVICE LATERAL PTFE SHALL. OE AT LEAST O,X Ii CHER THAN THE; T13P (CROWN ELEVATION OF THE THE LOWEST IFFE CONNECTED TO SEE IN AUl40 E. 2. SES LATERAk S TAPPED INTO AN EXISTNG KKR MAIN SHALL BE CONTNECIEl USING A PIPE SADDLE. 3. IkINWUM CRAbE FOR SES SERYttCE CONNECTION SHALL HE 2 (1/4" PER FOOT )Api- 4, Cit. SEWER LATERALS SHALE,#„ HAVE A MIfNINUM WVEIR 2' mIFI DIAMETER 931=' 4". 5. ALL SEWER LA7ERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATE FINISHED GROUNDAWS LR PLUG ECD OF MAIN LINE SERVICE LATERAL. L SECTION LINE WYE -};EE PLAN SEWED SERVICE LATERAL CONNECTtON N.T,5. Fig. 5-2 t01-}C,Y IL"� HEIGHT OF _--- OBJECT 3.5' Iz HEIGHT OF EYE Work Beyond the Shouldtr Operation (Figure TTC1.1) LVEW�N-t 12Cr Shoulder Operation with Minor Encroachment (F', ig.ure TTC-$, 1) Lane Ctoss re an a Two-Laviv Roadway trNing Ftaggtrs (i are TTC-23.1) 500 PSU i W, NOII.ViS NaDSV1J- 2M2 (V) IWORK VEMUuwA E SflADOW VEHIQ-LE REOUIREC, M� SEE NOTE 4 T M Or= J'#0TE 7 5v 0 F FLAGG4� TAT, I ONi ER CHAWELIZING I SEE NOTE.2 T is DEVICES; PACING Oil,'g" N/ IN n SEE NiOTE 7 5EE, E I MSEEER 1�iR "- NOTE 20 tush. SEE &.3 Kv I tz' T 9V34 RSEF, NO TV'R 14 A 'W20_1 + MR SEE, NOTES SEE NOTE 2 ,N,D 3 2 A ng' :5.Y W204 SEE NOTE 1 VU.04 Ditch Sections Section Lining Channel Channel Left Side Right Side 2 -Yr 10 -Yr 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, X Depth Width Slope Slope Velocity Depth Al EC -2 Matting 3' 10' 3:1 6:1 2,99 0.13 All Established 6> 10' 3:1 6:1 2,94 0.14 (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) Grass b: IN ORDER THAT THE BOTTOM OF CURB WILL, COINCIDE b�. , Width Lining e I1 ID e I-II epth =—I --IIID III— TYPICAL DITCH SECTION DETAIL C11 Not To Scale NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST % PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABL17ED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE BE CONSTRUCTED PARALLEL TO THE SLOPSUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, S. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 411 2" R OF THE VDOT ROAD DESIGN MANUAL. 6 — — — — — — — — — THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENCE 105 COMBINATION 61' CURB & 1GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 CG -6 DETAILS Not To Scale THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. V. 9/061 20 To be mounted below accessibility parking sign HANDICAPPED SIGNAGE DETAILS Not To Scale DUMP5TER 4 x 4 5TEfL COLUMN DUMF5TER PAD 5EE DETAIL 2/C 10 DUIVIFSTEi� FAE) FLAN TREATED WOOD GATE5 fIN15h TO MATCH BLDGS 5TUCCO STUCCO 0 @ Io O.C. r -f M I #4 0 @ 30" O.C. ALL_ to, 6XG r'Ey SF-CTION _#3 0 @ 12" O.C. DUMPSTER PAD ..E1_ OSUR Not To Scale NOTE: WHEN SCREENING CMU WALL IS USED AS RETAINING WALL PROVIDE STEEL AND GROUT AS REQUIRED BY STRUCTURAL ENGINEER FINISH COAT APPROX. 3MM BASE COAT APPROX. 9.5MM CMU BLOCKS 5 Stucco Deta'i C 11 Not To Scale AT THE DISCRETION OF VDOT, THE CONTRACTOR MAY BE REQUIRED TO ARRANGE FOR LAW ENFORCEMENT TO CONTROL THE SIGNAL AT FONTANA TO MAINTAIN SHORT DELAYS FOR THE TRAFFIC TRAVELING FROM 250. UNDER NO CIRCUMSTANCES SHALL VEHICLE STACKING EXTEND INTO THE INTERSECTION OF ROUTES 20 AND 250. ROUTE 20 LANE CLOSURES ARE ONLY PERMITTED IN THE FOLLOWING TIMES: 7PM-6AM 8=T , PAv.W.T '4 OAT ?W "MMUD CAlY3TAp4rM 4F87 — ---------------- r-snaG ffi A= ��= ------------ LtW°'Cau 931G4m 03MTMXTION JOW OETAL M FvwE vmm AEFi'x; To mrm stwsE my amAmwoo F -,opo= Aw'.'Ll V=Mi; LI'Ym ',oaT Dcco� �9<5 (ILE War NOTES; lU"W P L w E A,1AVMr*. Oe'Kd4 T,i xconxftf WITH L�?RFTIT Max npauuws mo 6E wKwo w 'NE EWW, 1j.1AFTHS r aW ti 11it AMW� %a *ET CR L17 A= "N4 10 ommg'w THC Tm W oF 'xwm r a OR INVVIr &WIN9 nwOf T1* 05m� a ve AN= 10 1 t. M%YM M%WW VAWWo NO M-WER5 -FM TK WGIAW LIMITS M.1 OF MVoAEQ 9."=' TO 7HK *."qyk, w EK LwMK. I. FP TN -A �4t =W To 1� A W 'w CIF&�W TO' "?'A- a TEMQ WIM t FOOT STRA 1,14grzjva 1W 40mV=M 41TIVY4 741"�A`TK "we so WOE 3TMPNM ASPHALT PAVEMeNT WIDENING FOR *Vtm St CT TO TRAFFIC vi OVA WWW" UF "WOMWAYM NOTES j 54F 2" OPENINGS 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2" R 3" 4" 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, X I" R 4000 PSI IF PRECAST. K IN: SURFACE 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. SEE 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" NOTE 4 (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) b: IN ORDER THAT THE BOTTOM OF CURB WILL, COINCIDE b�. , LITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SHOWN. NO ADJUSTMENT b% BASE ERWISE THE DEPTH IS TQ, BE 16" AS T HE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 7' 5. CO THE REQUIREMENTS ON ROADWAYS MEETING -3 IS TO BE ED NO '< b; b. b,, FOR CG -7 AS IN APPENDIX A OF THE VDOT ROAD DESIGN SHOWN MANUAL. D. h:. SUBBASE S. tAHER R �ETHIS STANDARD IS TO BE TIED INT EXIST NG %I THE TRANSITION IS BE ADE TTHIN 10'OR THE CHANGE IN STANDARDS ADE AT REG LAR THE 0PENINGs. 7" STANDARD 4" CURB (CG -3 Not To Scale 44. 4" 3,000 PSI CONCRETE 4 d. o U 0000000U000000 -0c VDOT #21A BASESTONE 0000000000000000C 4" - COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED 3 --TYPICAL SIDEWALK SECTION C11 Not To Scale 2" OF SM -9.5A SUPERPAVE 00()000 000000 0 0000000000 0�-6" - VDOT #21A BASESTONE n C� n n C� n n I 1EI I JEEI I JEJ I If I IT I CBRCOMPACTED SUBGRADE =10.0 TO BE FIELD VERIFIED -PARKING AREA PAVEMENT SECTION NotTo Scale VDOT 2" OF SM -9.5A SUPERPAVE I 3" - ASPHALT CONCRETE BASE COARSE U (j TYPE BM -25.0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 C) n n 0 n n C) 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=10.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR TRAVELWAYS Not To Scale 6" - 3,000 PSI CONCRETE �AT 28 DAYS OR STRONGER, —MIN. WIRE REINFORCING OR #4 BARS AT 12" O.C. �4" COMPACTED VDOT #21A COMPACTED SUBGRADE -2 Dumpster Pad Detai C 11 Not To Scale OP dt 'IV0 JUST M. IMP > 1�5�8 3 >ST IONAL L LANDSCAPING REQUIRED: Total Paved Parking and Vehicle Circulation Area = 39,463 SF * .05 = 1,973 SF Internal Landscaping Required: Commercial Requires 10% of Total Site Area Residential Requires 20% of Total Site Area Landscape Canopy Required: 20,996 SF of Canopy: 104,980 SF * .10 = 10,498 SF of Canopy: 104,980 SF * .20 = 20,996 SF Parking Lot Shade Trees: 1 Large or Medium Shade Tree Per 10 Parking Spaces: 117 Spaces/10 = 12 Trees Parking Area: Large Shade Trees (2.5" Cala — 10-12 at 40' Q.C. Landscape Required Per IX of C.O.D. Street Frontage — State Route 20 Preserving existing street trees previously approved (SDP2014-00043), which met ornamental (interspersed) and street tree (35' O.C.) requirements. Due to pedestrian walkways 5 trees will be relocated. Amenities — Civic Plaza(s) — Block 1 Provided flowering ornamental trees evenly spaced around patios. Species include Flowering Dogwood, Allegheny Servicebeirry, Serviceberry. Shrubs provided beside plaza(s) to help screen parking, including Virginia Sweetspire, Blue Muffin Viburnum, Pinxter Bloom, Summersweet, Rosebay, and Aborvitae. Mitigation Areas — Parking Area — Block 1 Provided 32 shade trees, 55 shrubs, and 9 ornamental trees. Other — Entrance — Main Road Ornamental Trees, and Shrubs provided and beside 'Main Road' entrance. —Entrance — Block 1 Ornamental Trees, and Shrubs provided and beside 'Block 1' entrance. Provided Parking Lot Shade Trees: 32 Trees LANDSCAPING PROVIDED: Landscape Area = 17,543 SF Landscaping Canopy Provided: 26,655 SF visible around northern plaza visible around southern plaza PROPOSED LANDSCAPE SHEDULE LANDSCAPE NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. 2. All other landscaped areas shall be sodded. 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 4. Trees to be relocated from previous planting are not included in landscape schedule or canopy calculations. Plantings include Private Landscape Easement on south eas end of parcel & street trees along Rt 20. The Landscape Plan does locate & label relocated plants. Relocated plantings not in Landscape Schedule. See Landscape Schedule on Sheet C13 for plant specifications. 4.1. A Private Landscape Easement includes — (2)KL, (5)RC, (2)AL, (1 )BN 4.2. The street trees along Rte 20 include — (1)CF, (1)CC, (2)AR, (1 )LS 5. Canopy for 'landscape screening to be planted per SUP2014-00043' not included in canopy calculations. ! i 20 40 • i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Scale: de OP .� Q� t� , JUSTIN M. SHIMP Lic. No. 45183 G �w Min. 10 Year QTY. SYMBOL Scientific Name Common Name Planting Type Cal./Height Spacing Root Notes lCanopy Canopy Total TREES 2 AA Amelanchierarborea Serviceberry Ornamental Deciduous 7'-8' Ht. AS SHOWN B&B Virginia Native; Terrace 130 260 28 AC Amelanchier canadensis Serviceberry Ornamental Deciduous 6'-7' Ht. AS SHOWN B&B Virginia Native; Terrace 130 3640 5 AL Amelanchier loevis Allegheny Serviceberry Ornamental Deciduous 6'-7' Ht. AS SHOW N B&B Virginia Native; Terrace 130 650 1 AR Acer rubrum 'October Glory' Red Maple Large Shade Tree 3 1/2" Cal. AS SHOWN B&B Virginia Native; Street Tree 397 397 6 BN Betula nigra River Birch Large Shade Tree 3 1/2" Cal, AS SHOWN B&B Virginia Native; Street 397 2382 2 CR Carpinus caroliniana Aimercian Hornbeam Large Shade Tree 7-8' Ht. AS SHOWN B&B Virginia Native; Street and Screening 201 402 7 CC Cercis canadensis Red Bud Small Deciduous 74 Ht. AS SHOWN B&B Virginia Native; Terrace 124 868 3 CF Cornus Florida 'Cherokee Princess' Flowering Dogwood Ornamental Deciduous 74 Ht. AS SHOWN B&B Virginia Native (cultivar); Terrace 124 372 4 CO Cornus alternifolia Pagoda Dogwood Ornamental Deciduous 7'-8' Ht. AS SHOWN B&B Virginia Native; Terrace 124 496 4 CG Crataegus crus-galli Cockspur hawthorne Ornamental Deciduous 2 1/2" Cal. AS SHOWN B&B Virginia Native; Street 184 736 1 FG Fagus grandifolia American Beech Large Shade Tree 2 1/2" Cal, AS SHOWN B&B Virginia Native; Entrance 227 227 6 GT Gleditsia triacanthos var. inermis Thornless Honey Locust Large Shade Tree 2 1/2" Cal. AS SHOWN B&B Virginia Native; Parking Lot 424 2544 5 HV Hamamelis virginiana Wf itchhazel Ornamental Deciduous 6-7 Ht. AS SHOWN 3 Gal, Virginia Native 113 565 3 LS Liquidambar styraciflua 'Rotundifolia' Sweetgum Large Shade Tree 3 1/2" Cal. AS SHOWN B&B Virginia Native; Street 249 747 3 MV Magnolia Wrginiona Sweetbay Magnolia Small Flowering 7-8' Ht. AS SHOWN B&B Virginia Native; Screening 113 339 2 NS Nyssa sylyatica Black Gum Large Shade Tree 2 1/2" Cal. AS SHOWN B&B Terrace 123 246 1 OA Oxydendron arboreum Sourwood Small Deciduous 7'-8' Ht. AS SHOWN B&B screening 138 138 9 QB Quercus bicolor Swamp White Oak Large Shade Tree 2 1/2" Cal. AS SHOWN B&B Parking Lot 299 2691 1 QC Quercus coccinea Scarlet Oak Large Shade Tree 2 1/2" Cal. AS SHOWN B&B Parking Lot 370 370 12 QP Quercus pheilos Willow Oak Large Shade Tree 2 1/2" Cal. AS SHOWN B&B Street Tree 370 4440 22510 SHRUBS 32 PM Photinia melanocarpa 'Autumn Magic' Bllack Chokeberry Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native 7 224 30 PR Photinio pyrifolia 'Brilliontissima' Red Chokeberry Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native 7 210 14 CY Calyconthus floridus Carolina Allspice Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native 26 364 25 CH Clethro alnifolia 'Hummingbird' Summersweet Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native (cultivar) 16 400 18 CA Clethro alnifolia 'Ruby Spice' Summersweet Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native (cultivar) 16 288 4 RC Rhododendron catawbiense 'Album' Rosebay Evergreen Shrub 24" Ht. AS SHOWN 3 GaL Virginia Native 7 28 60 HA Hydrangea arborescens Wild Hydrangea Deciduous Shrub 24" Ht. 36" O.C. 3 Gal. Virginia Native 16 960 25 IV Ilex verticillata 'Red Sprite' Winterberry Holly Evergreen Shrub 24" Ht. AS SHOWN 3 Gal. plant 1 Male form'Apollo' for pollinatio 23 575 3 KL Kolmia latifolia Mountain Laurel Evergreen Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native 28 84 12 LB Lindera Benzoin Spicebush Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native 23 276 14 MC Morelia cerifera Wax Myrtle Evergreen Shrub 24" Ht. 36" O.C. 3 Gal. Virginia Native (cultivar) 44 616 20 RP Rhododendron periclymenoides Pinxterbloom Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native 7 49 7 VC Voccinium coryrnbosum Highbush Blueberry Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native 7 49 9 VD Viburnum dentatum Arrowwood Viburnum Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native 31 279 11 VDB Viburnum dentatum 'Blue Muffin' Blue Muffin Viburnum Deciduous Shrub 24" Ht. AS SHOWN 3 Gal. Virginia Native (cultivar) 31 341 19 TO Thujyo occidentalis 'Emerald Green' Arborvitae Evergreen Shrub 24" Ht. AS SHOWN B&B Screening 4743 LANDSCAPE NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. 2. All other landscaped areas shall be sodded. 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 4. Trees to be relocated from previous planting are not included in landscape schedule or canopy calculations. Plantings include Private Landscape Easement on south eas end of parcel & street trees along Rt 20. The Landscape Plan does locate & label relocated plants. Relocated plantings not in Landscape Schedule. See Landscape Schedule on Sheet C13 for plant specifications. 4.1. A Private Landscape Easement includes — (2)KL, (5)RC, (2)AL, (1 )BN 4.2. The street trees along Rte 20 include — (1)CF, (1)CC, (2)AR, (1 )LS 5. Canopy for 'landscape screening to be planted per SUP2014-00043' not included in canopy calculations. ! i 20 40 • i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Scale: de OP .� Q� t� , JUSTIN M. SHIMP Lic. No. 45183 G �w LANDSCAPE SCHEDULE Area(SF) Area(SF) Graphic Planting Type Botanical Name Common Name Min. Cal./Height Quantity Canopy at 10 Total Canopy SF Canopy at 10 Total Canopy SF yrs 0— Large Shade Tree Quercus phellos Willow Oak See Above For Requirements4>1 6 370 2220 2" Cal Large Shade Tree Acer rubrum "Autumn Flame" Red Maple See Above For Requirements 4 177 708 "> "" Evergreen Screening Tree Thuja occidentalis Eastern Arborvitae 4' Ht. 3 10 30 Styraciflua '"Rotundiloba„ Evergreen Shrub Rhododendron catawbien:se Catawba Rhododendron 24" Ht. 3 7 63 • Evergreen Shrub 9 Ilex vomitoria '"Nana" Dwarf Youpon Holly „ 24 Ht. 9 397 397 t.rs Evergreen Shrub Kalmia latiffolia Mountain Laurel 24" Ht. 12 24 288 TOTAL 3309 Cercis canadensis Eastern Redbud SF: 1 LANDSCAPING BUFFER PER SDP 2014-00043: Northern Buffer (Block 1): 10 Large Shade Trees, 3 Evergreen Screening Trees, & 24 Evergreen Shrubs. LANDSCAPE SCHEDULE Area(SF) Graphic Symbol Planting Type Botanical Name Common Name Min. Cal. /H e i g h t Quantity Canopy at 10 Total Canopy SF yrs + AR Large Shade Tree Acer rubrum it Flame" Red Maple 2" Cal 2 177 354 Liquidambor "> "" LS Large Shade Tree Styraciflua '"Rotundiloba„ Sweetgum Sweet um 2" Cal. 1 249 249 BN Large Shade Tree Betula nigra "Heritage" "Heritage" River 2" Cal' 1 397 397 Birch CC Ornamental Tree Cercis canadensis Eastern Redbud 7-8' Ht. 1 124 124 CF Ornamental Tree {Coranus florida Flowering Dogwood 7-8' Ht. 1 124 124 (moi AL Ornamental Tree Amelanchier laevis SAllegheny iceberr• 7-8" Ht. 2 130 260 RC Evergreen Shrub Rhododendron catawbiense Catawba Rhododendron 24" Ht. 5 7 35 . -i KL Evergreen Shrub Kalmia latifolia Mountain Laurel 24" Ht. 2 28 56 TOTAL 1599 SF: STREET TREES & PRIVATE LANDSCAPE EASEMENT PER SDP 2014-00043: Street Trees (Block 1): 12 Large Shade Trees, 9 Flowering Ornamental Trees, & 5 Flowering Shrubs. Private Landscape Easement (Block 1): 1 Large Shade Tree, 2 Flowering Ornamental Trees, 7 Evergreen Shrubs. NOTE: Graphic matches existing conditions sheet (C4). Symbol matches Landscape Plan sheet (C12). MATCH TOP OF WALL ELEVATIONS AND CHAMFER TO ADJACENT RETAINING WALLS -° RADiUS ON ALL CORNERS #3 TIES 24!' G.C. #4 REBAR Z_:) 12" 01C - COtZ TOPSOIL FILTEF, FABRIC, OVERLAP CONCRETE #57 STCDINEE 4" PERFORATED PVC PIPE WF11 PERFORATIONS #4 REBAR 3'-U' LONG - as 12' /C 4 REBAF :� 1.2,. O/c - CONT. #d REBAR - 12" 0/C - ALT. DIREt ;T!GNS CONC. FOUNDATION -350th Pal COMPACTED SUBGRADE TYPICAL RETAIN NG WALL SECTION - 'SET TRUNK PLUMB (PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEF S 1-112" SQ. OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MUI. PLANTING AND W) THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQUI PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP, STRING FROM TOF OF ROOT BALL UNDISTURBED SOIL SEE TREE PLANTING DETAIL C13 Not To Scale County of Albemarle Conservation Plan Checklist - To he placed on Landscape Plans (Handbook, pp fII-284-111-297 for complete specifications) 1. The following items shall be shown on the Ian; Trees to be saved; 6 Limits of clearing (outside dripline of trees to be saved); 41 Location and type of protective fencing- ❑ Grade changes requiring tree wells or Ovalis; ❑ Proposed trenching or tunneling beyond the limits of clearing. 0 L0 SEE PLANS FOF EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST OF AS SHOWN. ADJUST SPACING AS NECESSARY OF AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT.. PREPARED SOIL FOFSHFUBS SOIL SURFACE TOUGHENED TO BIND NEW SOIL 2. MarkjWi till trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County inspector. 3. Pre -Construction Conference: IS Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Egu or»ent Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. S. soil Erosion and Stormwater Detention Devices: it Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 140 feet of the dripline of trees to be saved. 7. Toxic Materials. Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8, Probe 'yo-Feacine; ❑ 'frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County inspector prior to grading or construction. 9. Tree Wells. ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. TreeTree Walls. Q When the ground level must be lowered within the dripline a tree to be saved, a tree wail shall be provided; and a construction detail submitted for approval. Il. Trenchine and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12, Clesnurr: 12 Protective fencing shall be the last items removed during the final cleanup. 13. Damaeed Trees: W Ma—a ed trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. } ib )ATE) CONTRACT PURCHASER SIGNATUit� — - — - — - {DA�) 5/1/06 Page 1 of 1 3 CONSERVATION CHECKLIST C1 3 Not To Scale p SET SI1RUB PLUMB. TOP OF FOOTBALL SHALL NOT BE MOTE THAN I" ABOVE FINISHED GFADE REMOVE 5UPLAP FROM TOP 1/30f FOOTBALL TALL WATERING BERM FINISHED GRADE r_2_"SHRUB PLANT ING DETAIL C13Nat To Scale DRIP UNE SNOW FENCE BOARD FENCE *01 TRIANGULAR Source: Va. DSWC 4 TREE FENCING DETAIL C13 Not To Scale =NSE 111-401 Plate 3.38-2 U JUSTIN M. SHIMP Lie. No. 45183 �..�-`j" 'f"" ` .° "i'i'B' xf"Fn/' B`i t° 3"ts&' °A'i"1' d - qiT i' ?#'sf¢4` °$ .1 'Plil° ,ia�i moi" aR ° I 'i iii° i$°'taia- 3, l•s- • • $i4 {yA it {iA bi! { i tiP { $ {i4 /ii $il b %i1 8'7 {il,{ $i 4 {i{ it {$/ 1$t {b$ A®! {{/ 1{ ii lit $, i ,RB !i i Q $8 A i{ At { {R{ ii B/! AA{ 18 66 ti! i i f % s f $ i r r # 1 { 1 ! R a ! R }. a f t }. p p \ 0. 0.0 0. 1 .0 0.0 0.0 0,1 0.1 0.1 0.0 0.0 0. 0 ( 0.0 0.0 ,.1 0.1 0. 0.0 ,. / .f. -� . �- �t- �- -f- �-� �F -- -t �. ..r .{. �° �r �r -t- _+0.2 � -� `--�v9- -i- %- 4� -f- -#• -F i- -E- -1- -F -!- -i-,. •F -� 0.0 f 0,0 0.0 1� 0.2 0.1 0.0 0� 0.2 0.3 0.2 0.1 O,t 0,1 ' 0.2 0.3 0.2 0.1 0.0 0.0 I 20.2 0.2 .3 0 0 ` 0.0 X0,0 0.0 .0 0.0 0 2 0.1 0.'I 3'> %"' 4 \ \ - W�' r _,-0.0 ( r r1 , + r + t -1- i (. r + r t + 1 1 € r r r + ,� � f 0.0 0 0 0.0 0.3 0.4 0, 0.7 0. .:2 .3 0,4 0.� f.6 +0, F, 4 0.3 .� 0.3 f. O.s 0.7P.S 0,4 0.\ d 1 j0.- 4 0, 0,6 0.4 0.3 Q. 0.0 0. C),61 00 D. 0. C€0.6 0. 0.1 +-,4.0.0 +0.0 .0 0.0 0. 0 0.�a 0. 1.7 1.6 § . 0 0.5 0. 1.0 1. .6 1, ° 0 6 0. i 1.1 _ 1 . 1 . 1 T+9 0. .0 }1.71.1.1.0 6 .2 .0 t) X0.0 F2}t6 1.2 0.7 0.4 2 +0.0 0 .V ��_r, QTY Catalog Number Description +0.0 +0. 0.0 LLF Wattage 14.2 fc +0,0 N/A 0.0 for 175-40OW. Super (WA (pulse start ballast), 88% efficient and EISA legislation compliant, is required 0.0 -. +b.0 0.0 .0 +.0 �i 0.0I 10 13 i G 'b.0 0.0 "o. ��E f E:3 W= W 6._l 19 I ! r! ! C � i � sc� , v r LIGHTING SCHEDULE Symbol n iN, QTY Catalog Number Description - Number Lumens LLF Wattage 14.2 fc 0.0 fc N/A NIA for 175-40OW. Super (WA (pulse start ballast), 88% efficient and EISA legislation compliant, is required for metal halide 151-40OW (S(WA option) for US shipments only. CSA, NOM or INTL required for probe Lamps per Lamp Socket: Porcelain, horizontally oriented medium base socket for 70-150M, Mogul base socket for 175Mand EPA: 1.2 ft.' HIGH PRESSURE SODiUM.70-4001A1 per Lamp Weight: ) g g 20'TO35' MOUNTING f h lIP65 rated in accordance with standard IEC 529, Length: 17-1,12 (44.5) W 6._l 19 I ! r! ! C � i � sc� , v r LIGHTING SCHEDULE Symbol Label QTY Catalog Number Description Lamp Number Lumens LLF Wattage 14.2 fc 0.0 fc N/A NIA for 175-40OW. Super (WA (pulse start ballast), 88% efficient and EISA legislation compliant, is required for metal halide 151-40OW (S(WA option) for US shipments only. CSA, NOM or INTL required for probe Lamps per Lamp Socket: Porcelain, horizontally oriented medium base socket for 70-150M, Mogul base socket for 175Mand EPA: 1.2 ft.' HIGH PRESSURE SODiUM.70-4001A1 per Lamp Weight: ) g g 20'TO35' MOUNTING ILISTINGS - UL Listed (standard)- (SA Certified (see Options).UL listed for 25°C ambient and wet locations. lIP65 rated in accordance with standard IEC 529, Length: 17-1,12 (44.5) LITHONIA LIGHTING AREA LUMINAIRE ONE(1) 250 WATT CLEAR BT28 1 22500 1 288 0.3 A 7 KAD 250M SR 4SC t 0.0 HALIDE LAMP 0.0 +O.P.,. APFW C-7 -6 '- .: C-5 T r \_ +0.2 HORIZONTAL POSITION 0.2 r +0.0 +0.0 +0.0 X3.0 +0,0' Ceramic_ f 4- .7 1.8 1.0 LITHONIA LIGHTING AREA LUMINAIRE ON E(1) 250 WATT CLEAR BT28 1 18900 1 288 d� 0.0 +0,()- 0,0 meal R2 IES type 11 reflectors" 2081 ballast SPp Squarepole 04 4"arm B 4 KAD 250M R2 asymmetric' HALIDE LAMP 240' (WI Contant __ RPD_ Roundpole 06 6"arm 0.0 +0.0 +0,0 0.0 +0.0 +0.0 .0 +0.0 HORIZONTAL POSITION asymmetric' wattage 277 isolated" WBD__- Wall bracket 04 9'arm WAC LIGHTING WALL SCONCE UNIVERSAL DRIVER 120V -277V 1 570 1 20-7 ^+ C 24 WS -W36614 -AL +0.0 COLOR TEMP:3000K x'0.0 +0.0 20 347 PykeSlwt f = - Q' 0 12 I2"arm 20 40 60 TO CR1:90 2505 forwardth' row SR4SC IES hpe1V 4804 SCWA SuperCWA Ships separately" -11 Scale: LIGMAN LIGHTWAVE BOLLARD T4 CMH 39W 1 2450 1 47 0 p 10 ULW-10866 throw 23050HZ" ballast LIGMAN MINI MUSHROOM GARDEN LIGHT 2 T4 HALOGEN CAPSULE 1 910 1 50 0 E 19 UMU-70241 WBA Decorativewallbracket" 50W 12V LIGMAN RADO 5 RECESSED LOCATION LIGHT 1X3 COB LED 3000K 1 ABSOLUTE 1 11.5 F 21 URA -40582-W30 REV.2 0.4247,0.3936 3130K RA84 WAC LIGHTING LED CEILINGNVALL MOUNT UNIVERSAL DRIVER 120V -277V 1 1140 1 21 G 21 FM -W2612 COLOR TEMP:3000K CR1:90 Opfons :., .. Specification sheets for fixtures B -F can be found on Sheet C(15) Statistics Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 1.1 fc 14.2 fc 0.0 fc N/A NIA LIGHTING NOTES: 1. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot-candle. 2. All pole mounted luminaires shall be mounted at a max height 15' above the finished grade with the total height including the concrete base. 3. No fixture to be installed shall be aimed or positioned in an irregular manner. All lighting shall be directed straight down. 4. Fixture FM -W2612 .les file unavailable. Due to proximity to building and lights facing plazas/parking lot the footcandles will not exceed .5 footcandle at edge of property. EXPOIE -D LOWERTA L HAS A CEILINGEILING MOL)N 1 E Nnrnb,r KAD-250M-SR4SC-SPD04-LPI 0.0 0.0 0. 1 6. 0.5 0.3 D ('1 g_ 0.0 D 0.0 YD 0.0 �r rtl Y�{ +0.o gy1'Y Y ads +0.0 bilol . / FM -W2612 AT ENTRANCE its standard with pulse -start ignitor technology. "SCWA" not required. Constant wattage aututransformer KAD for 175-40OW. Super (WA (pulse start ballast), 88% efficient and EISA legislation compliant, is required for metal halide 151-40OW (S(WA option) for US shipments only. CSA, NOM or INTL required for probe °aR its 100% factory -tested. Specfhcot+a s METAL HALIDE: 70-40OW Socket: Porcelain, horizontally oriented medium base socket for 70-150M, Mogul base socket for 175Mand EPA: 1.2 ft.' HIGH PRESSURE SODiUM.70-4001A1 .2 Weight: ) g g 20'TO35' MOUNTING ILISTINGS - UL Listed (standard)- (SA Certified (see Options).UL listed for 25°C ambient and wet locations. lIP65 rated in accordance with standard IEC 529, Length: 17-1,12 (44.5) WARRANTY 1 -year limited warranty. Complete warranty terns located at Width: l7-1/2`(44.5) 7-1I8 Depth: 7- 1/8 (18.1) vwyy_acwtybrands.comlCustutlTerResourceslTernls and Comditions.aspx n Mute: Specifications subject to change without notice. rR�tY All dimensions are inches (centimeters) -- -- r«s:,»-,�l;Y p�D. unless otherwise specified. 4 __17112___.. �.y:� 0. 0. 1 . C3. 2 0.3 +0. 0.- -r -+ O.ti P.3 0.0 0.0 t 0.0 0.0 0.0 +O.P.,. APFW C-7 -6 '- .: C-5 T r \_ +0.2 _ 0.2 r +0.0 +0.0 +0.0 X3.0 +0,0' Ceramic_ f 4- .7 1.8 1.0 H +1 - a 1.3 1.`I 2 !3 0, a$ 0.0;.' f "0.'1 0.'I + + 1 0. 0.0 .0 i 0.0 d� 0.0 +0,()- 0,0 meal R2 IES type 11 reflectors" 2081 ballast SPp Squarepole 04 4"arm 1OOM' 320Mt sodium halide = asymmetric' SR2 1EStypell 240' (WI Contant __ RPD_ Roundpole 06 6"arm 0.0 +0.0 +0,0 0.0 +0.0 +0.0 .0 +0.0 +0.0 asymmetric' wattage 277 isolated" WBD__- Wall bracket 04 9'arm 1005 104MHC' asymmetric` SR3 IES type II( +0.0 +0.0 '"0.0 x'0.0 +0.0 20 347 PykeSlwt f = - Q' 0 12 I2"arm 20 40 60 TO 200PA° 2505 forwardth' row SR4SC IES hpe1V 4804 SCWA SuperCWA Ships separately" -11 Scale: 1 "=20' Catalog Nnrnb,r KAD-250M-SR4SC-SPD04-LPI Notes IFEATURES & SPECIFICATIONS NOTE: LAMP TO BE 3000K ONTENDED USE - Ideal for parking areas, street lighting, walkways and car lots. Type (CONSTRUCTION - Rugged, die-cast, soft corneraluminum housingwithO.12"nominaiwallthickness, Die-cast door frame has impact-resis€ant,tempered, glass lens that is fully gasketed with one-piece tubular silicone. }Finish: Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available. (OPTICS -Anodized, aluminum reflectors: IES full cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 ((forward throw) and RSS (square) are interchangeable. High-performance anodized, segmented aluminum reflectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp Soft Square Lighting cutoff). High-performance reflectors attach with tool -less fasteners and are rotatable and interchangeable. ELECTRICAL - Ballast: High pressure sodium: 70-ISOW is high reactance, high power factor. Constant t avattage autotransfarmer for 204-40(IW. Metal halide: 70-1 SOW is high reactance, high power factor and its standard with pulse -start ignitor technology. "SCWA" not required. Constant wattage aututransformer KAD for 175-40OW. Super (WA (pulse start ballast), 88% efficient and EISA legislation compliant, is required for metal halide 151-40OW (S(WA option) for US shipments only. CSA, NOM or INTL required for probe start shipments outside of the US. Pulse -start ballast (SCWA) required for 20OW, 320W, or 350W. Ballast its 100% factory -tested. Specfhcot+a s METAL HALIDE: 70-40OW Socket: Porcelain, horizontally oriented medium base socket for 70-150M, Mogul base socket for 175Mand EPA: 1.2 ft.' HIGH PRESSURE SODiUM.70-4001A1 above, and 70-4005, with copper alloy, nickel -plated screw shell and (enter contact, UL listed 150OW, 60OV. Weight: ) g g 20'TO35' MOUNTING ILISTINGS - UL Listed (standard)- (SA Certified (see Options).UL listed for 25°C ambient and wet locations. lIP65 rated in accordance with standard IEC 529, Length: 17-1,12 (44.5) WARRANTY 1 -year limited warranty. Complete warranty terns located at Width: l7-1/2`(44.5) 7-1I8 Depth: 7- 1/8 (18.1) vwyy_acwtybrands.comlCustutlTerResourceslTernls and Comditions.aspx n Mute: Specifications subject to change without notice. rR�tY All dimensions are inches (centimeters) -- -- r«s:,»-,�l;Y p�D. unless otherwise specified. 4 __17112___.. �.y:� n�„�w (102) {445! sKFa "Weight ascnnfiguredinexatnplehelcay. ! + ? �- For shortest lead times, configure product using bolded options i - _ _ _ Ex#fnple; KAD 4OOM R3 TB SCWA SPD04 LPI KAD - h*FrtC APFW '- .: DfKiR144ilAYr1 T T,lCa1iFF9�+,tfN}mom tiSA" KAD Metal halide High_ Ceramic_ Standardreflectgrs Highke- ourance- 120 (blank) Magnetic Shigsinfixturecarion Arm length 70M!' 250Ms rep SSnre meal R2 IES type 11 reflectors" 2081 ballast SPp Squarepole 04 4"arm 1OOM' 320Mt sodium halide = asymmetric' SR2 1EStypell 240' (WI Contant __ RPD_ Roundpole 06 6"arm 150M 35'OM'` 705 70MHC1-' fl3 IES asymmetric' wattage 277 isolated" WBD__- Wall bracket 04 9'arm 1005 104MHC' asymmetric` SR3 IES type II( 175M3 4001 1505 ISOMHC R4 IEStypeIV asymmetric' 347 PykeSlwt f = - Q' W4ND_ Woodnrpuieavall 12 I2"arm 200PA° 2505 forwardth' row SR4SC IES hpe1V 4804 SCWA SuperCWA Ships separately" -11 4005 PISS IEStypeVsquare forward TB10 pulse -start DAD12P Degree arm (pole) throw 23050HZ" ballast DADI2WB Degree arm (wall) WI forshipmentstou.S. WBA Decorativewallbracket" temrrxres,SC&most be KMA Mast arm external fitter specifiedtowtoply with OSA. KTMB Twin mounting bar Opfons :., .. Wilt i;itlsi.12mp Shipped installed in fixture CSA CSA Certified PE3 NEMAtwist-IockPE(347V) (blank) Dark bronze DfiAXD Natural aluminum LPI Lamp SF Single fuse (I20,277,347V)'i INTL Available MH for probe start PE4 NEMAtwist-WE(480V) DWH White DWHXD White included DF Double fuse (208, 240, 48OV)" Shipping outside the U.S. PE7 NE.t'JlAtv&-kxkPE(277V) DBL Black DDSTXO Textured dark bronze L/LP Less PO Power trayn REGCi California Title 20, effective SC Shorting cap for PER DMB Medium bronze DBLBXD Textured black lamp PER NEMA twist -lock receptacle 1/1/2010 tion option DNA Natural aluminum DNATXD Textured natural only (no photocontrof Shipped separately VG Vandal guard"aluminum 55>�efDurahleFlnishes r QRS Quartz restrike system +stem" ITS Nousesideshield g s WG Wire uarcr DDBXD Dark bronze DWHGXD Textured white QRSTD DRS time delay° PEI NEMA twist -lock PE (120, 208, 24OV) DBLXD Black WTB Terminal wiring black" Nates 1 Notavailable with SCWA. 8 High performance reflectorsoo€avail- 15 Available witir SPD04 and SPD09. 2 Not amilable with 48OV, able with QRSTD. 16 Must specicyvoltage. WAwithT6. 9 f } 3 These wattages do not comply vdth 9 Musa specify CWl for use in Canada. 17 Only available with SR2, 5113 and O+deCA x rCstloJt(ki i%t 4xffx$GF trntfdl CallfomiaTitle20regulations. 10 Optional multi -tap ballast (120,208, SR4SCopfics. 4 Most be ordered with SCWA. 246, 277V; in (anada: 120, 277,347V). 16 Max allowable wattage lamp included. Numberof fixtures 5 These wattages require the REGCI I1 Cousultbctoryfor available wattages. 19 Prefix with KAD when ordered as an Tenon O.D. One Two;a180' Two(90' ThreeIMO' Threeu90` Foura':90° option to be chosen for shipments into 129" aim is required when two or more accessory. California for Title 20 compliance. 250M luminaimsareorientedona9Tdrilling 20 See myw,lithonia,comlarchwiorsfor 2-3/8" T20-190 T20-280 T20-29022 T20-320 T20-390" T20-49022 REGClinnot available In347or480V. pattern. addidonalcoloroptions. 2-718" T25-190 125-280 T25-290" T25-320 T25-390" T25-490' 6 Reduced)acketED28required forSR2, 13 May be ordered as an accessory. 21 Most bespecrfied.LlLPnot avaiiable 4 135-190 T35-280 T35-290" T35-320 T35-390`1 13.5-49022 SR3 and SR4S( optics. 14 Must specify finish when ordered as an +edthNIX. 7 Nouse-side shield available. accessory. 22 Mast useRPDo9. OUTDOOR KAO-PZ-S ri_��LIGHTNG DETAIL - A 1 4 Not To Scale JUSTIN M. SHIMP x= Lie. No. 45183 111612018 KAD 250M R2 (PULSE START) OUTDOOR PHOTOMETRIC REPORT CATALOG: KAD 250M R2 (PULSE START) TEST #: 1193091403P TEST LAB: SCALED PHOTOMETRY ']"EST DATE: 1/31/2008 CATALOG: KAD 250M R2 (PULSE START) DESCRIPTION! AREA LUMINAIRE, 25OW MH, R2 REFLECTOR, FULL CUTOFF 2 3 4 MEETS THE 'NIGHTTIME FRIENDLY" CRITERIA SERIES: KAD LAMP CATALOG: M250/U/BT28/PS LAMP: ONE (1) 250 WATT CLEAR BT28 PULSE START METAL and nickel phosphate process before product HALIDE LAMP IN HORIZONTAL POSITION LAMP OUTPUT: 1 LAMP, RATED LUMENS/LAMP: 18900 INPUT WATTAGE; 288 LUMINOUS OPENING: RECTANGLE (L• 16.8", W: 16.8") TER VALUE: 50 (BF = 1) TER CATEGORY: AREA & SITE LIGHT - TYPE II MAX CD: 12,452.3 AT HORIZONTAL: 651, VEIRTICAL: 67.5° CUTOFF CLASS: FULL CUTOFF ROADWAY CLASS: SHORT, TYPE II EFFICIENCY: 73.3% QMcuityBrands- fALITH,171VIA rpt �1�f FF rt;!2tf NOTE: Image not accurate to fixture FA 20 fc :::', 1 fc 10 fc 0 0.5 fc 5 fc 0,1 fc ■ 50% Max Cd Distance in units of mount height (20ft) - - - Max Cd NOTE: 1. FIXTURE WILL BE PAINTED WITH BLACK FINISH 2. LAMP TO BE 3000K VISUAL PHOTOMETRIC TOOL 1.2.46 COPYRIGHT 2018, ACUITY BRANDS LIGHTING. THIS PHOTOMETRIC REPORT HAS BEEN GENERATED USING METHODS RECOMMENDED BY THE IESNA. CALCULATIONS ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE MANUFACTURER, AND THE ACCURACY OF THIS PHOTOMETRIC REPORT IS DEPENDENT ON THE ACCURACY OF THE DATA PROVIDED. END-USER ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER. THIS REPORT IS PROVIDED WITHOUT WARRANTY AS TO ACCURACY, COMPLETENESS, RELIABILITY OR OTHERWISE. IN NO EVENT 'WILL ACUITY BRANDS LIGHTING BE RESPONSIBLE FOR ANY LOSS RESULTING FROM ANY USE OF THIS REPORT. ,,1193091403P PUBLISH VISUAL PHOTOMETRIC TOOL PAGE 1 OF 4 hftp://www.visual-3d.com/tools/photometricviewerldefault. aspx?id=26892 1 LIGHTING DETAIL - B X15 Not To Scale AV USA IP55 : Suitable for Wet Locations IK08 : Impact Resistant (Vandal Resistant) Tel: 503-645-0500 LUMINAIRE SPECIFICATION 7144NWtProgressCt Fax:503645-8100 Hillsboro, Oregon 97124 www.figmanf ightingusa.com UNI U-70241 Mini mushroom garden light 2 A decorative garden light with a fully shielded lamp providing symmetrical light distribution with no glare and meeting Dark Sky criteria. for use in various applications including - entrances, gardens, pathways. Extruded aluminum column and low copper content die cast housing with high corrosion resistance. Stainless steel screws. Durable silicone rubber gasket and clear toughened glass diffuser. Housing is treated with a chemical chromatized protection before powder coating, ensuring high corrosion resistance. Integral control gear. Physical Data Length; 9,05" Height: 19.92" Weight,: 4.4 lbs Lamp ❑ T4 CAPSULE 50w 12v (For,Mm-rc Lamp options including LED, please Consu;t the Catalogue, t"leasilte c,r ContactI he l rynin iUgElting r actory) Voltage (Please Specify) Z 120V ❑ 277V ❑ Other Optioins (Please Specify) Color (Please Specify) 001-Bllack - RAL 9011 ❑ 02- Dark Grey - RAL 7043 ❑ 03 -White - RAL 9003 1104 - Metallic Silver - RAL 9006 ❑ 05 -Matt Silver -RAL 9006 1107- Custom - RAL 13 06-Brronze - RAL 6014 ---- 01 02 1 06 ❑ Specify Custom Height ft Ordering Example: UMU - 70241 - T4 CAPSULE - 50w -120v - Options PROJECT: DATE: TYPE: _ QUANTITY: NOTE: LAMP TO BE 3000K `iM Rev:11li3 Ligman lighting USA reserves the rightto changespecificatm.s without priornotke, piease core af,octory for latest infotmatlon,-In'trt'tek Due to the continual improvements in LED technology data and components may changie wltl-,out notice. r4_'LIGHTING DETAIL -___E _ a5 Nat To Scale 1/4 4Ya" 4" I r 10" 0z 3" W5 -W36610 PRODUCT DESCRIPTION Light projection tuned with precision, Caliber is a discrete cylinder with minimal mounting hardware. Available in a single or double light configuration which can be mounted both vertically and horimutaly. The light engine is factory sealed for maximum protection against the harshest elements. FEATURES • Discrete cylinder with minimal mounting hardware a WS -W36614 is Up & down light, WS -W36610 Is one direction » Light engine is factory sealed for maximum protection from the elements Can be mounted vertically or horizontally » 5oi"td aluminum construction Driver located in standard 4" junction box = Universal driver 0 2OV-22OV-277V) . Color Temp:3000K » CRI: 90 -Dimming; 100%- 10%ELV » Rated Lite: 72,000 hours » Input; 120 r 277V s•r;' ail Project: SPECIFICATIONS Construction: Aluminum and White Diffuser Lens Light Sources High output LEI?. Finish: Brushed Aluminum fAL), Black (BK), Bronze (BZ) Standards-, ETL & cE fL wet location listed. IP 65. CK Title 24 LED Delivered Watt Lumens Lumens WS -W36610 'Z5 , ., a i AL WS -W36614 GC+ RK k _....._ . Example. WS -W36614 -AL wadighting.corn Headquarters/Eastern Distribution Center Central Distribution center Western Distribution Center Phone (800) 526,2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithla Springs, GA 30122 Ontario, CA 91760 WACUghting retains the right to modify the design of ourproducts at Orr} time as part of the company's continuous improvement program. 2 LIGHTING DETAIL - 15 Not Ta Scale ►rrr Physical Data Length • 10.2" Height • 3.6" Weight» 3 lbs IP65 . Suitable For Wet Locations IK04 - Impact Resistant (Vandal Resistant) ro,z wAV LIGHTING USA A range of rectangular and square wall recessed luminaires, with an indirect optical system, offering high vandal resistance. Suitable for indoor or outdoor applications. The recessed LED eliminates all discomfortglare as light is directed to the ground providing illumination where it Is needed and minimizing light spill. This luminaire is provided with a powdercoated high pressure die-cast aluminum back box and can be pre shipped to the Jobsite for concrete pour or masonry applications. This fixture is suitable for lighting footpaths, stairs, squares and entrances. The Rado range has a matching bollard offering to complement the recessed product. See bollard section on the Ligman website. All Ligman fixtures can be manufactured using a special pre-treatment and coating process that ensures the fixture can be installed in natatoriums as well as environments with high concentrations of chlorine or salt and still maintain the 5 year warranty. For this natatorium rated process please specify NAT in options. Aluminum Casting Less than 0.1 % copper content - Marine Polar Candela Distribution Grade LM6 Aluminum High Pressure die casting finishing process that includes fettling to improve j Isofootcandle Plat 13,Oo0 :°,. i8G 170° 160" . � 5(!° . ,1401 Standard Options r, 4 3 2 1 0 1 2 3 4 UV Stabilized 4.9MiI thick powder coat paint Pre 'hint and baked at 200 Deg C. 8 step degrease and phosphate process that _. _. includes deoxidizing and etching as well as a zinc withstand harsh environments. and nickel phosphate process before product Rated for use in natatoriums. painting. i DIM -0-10v Dimming Ha_ rdevare. Memory Retentive -Silicon Gasket. Provided Hardware is Marine grade 316 4 Stainless steel. purpose" long life high temperature memory 6x667 retentive silicon gaskets. Maintains the gaskets Anti Seize Screw Holes exact profile and seal over years of use and Tapped holes are infused with a special anti seize compression, compound designed to prevent seizure of _ threaded connections, due to electrolysis from Thermal management_ heat, corrosive atmospheres and moisture. LM6 Aluminum is used for its excellent 6,500 mechanical strength and thermal dissipation Crystal Cfear Low Iron Glass Lens, 3 . ; 4,333. .. .- .. 'a too thermals below critical temperature range to ensure maximum iuminous flux output, as well as Optics & LED providing long LED service life and ensuring less Precise optic design provides exceptional light 2 control and precise distribution of light. 2,167S Surge Suppression Standard 10kv surge suppressor provided with Lumen - Maintenance Life all fixtures. L80 (B10 at 50,000 hours (This means that at least 90% of the LED still achieve 80% of their SUG_Ratin original flux) as-ut-Go zr 2.167 4,333, " P.O,itr7 1601 8,667 2 ' ' 1501 3' VA101 101 201 301 401 Max Cd: 6`1x1 H 4' 01H 901 H FA 20 fc :::', 1 fc 10 fc 0 0.5 fc 5 fc 0,1 fc ■ 50% Max Cd Distance in units of mount height (20ft) - - - Max Cd NOTE: 1. FIXTURE WILL BE PAINTED WITH BLACK FINISH 2. LAMP TO BE 3000K VISUAL PHOTOMETRIC TOOL 1.2.46 COPYRIGHT 2018, ACUITY BRANDS LIGHTING. THIS PHOTOMETRIC REPORT HAS BEEN GENERATED USING METHODS RECOMMENDED BY THE IESNA. CALCULATIONS ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE MANUFACTURER, AND THE ACCURACY OF THIS PHOTOMETRIC REPORT IS DEPENDENT ON THE ACCURACY OF THE DATA PROVIDED. END-USER ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER. THIS REPORT IS PROVIDED WITHOUT WARRANTY AS TO ACCURACY, COMPLETENESS, RELIABILITY OR OTHERWISE. IN NO EVENT 'WILL ACUITY BRANDS LIGHTING BE RESPONSIBLE FOR ANY LOSS RESULTING FROM ANY USE OF THIS REPORT. ,,1193091403P PUBLISH VISUAL PHOTOMETRIC TOOL PAGE 1 OF 4 hftp://www.visual-3d.com/tools/photometricviewerldefault. aspx?id=26892 1 LIGHTING DETAIL - B X15 Not To Scale AV USA IP55 : Suitable for Wet Locations IK08 : Impact Resistant (Vandal Resistant) Tel: 503-645-0500 LUMINAIRE SPECIFICATION 7144NWtProgressCt Fax:503645-8100 Hillsboro, Oregon 97124 www.figmanf ightingusa.com UNI U-70241 Mini mushroom garden light 2 A decorative garden light with a fully shielded lamp providing symmetrical light distribution with no glare and meeting Dark Sky criteria. for use in various applications including - entrances, gardens, pathways. Extruded aluminum column and low copper content die cast housing with high corrosion resistance. Stainless steel screws. Durable silicone rubber gasket and clear toughened glass diffuser. Housing is treated with a chemical chromatized protection before powder coating, ensuring high corrosion resistance. Integral control gear. Physical Data Length; 9,05" Height: 19.92" Weight,: 4.4 lbs Lamp ❑ T4 CAPSULE 50w 12v (For,Mm-rc Lamp options including LED, please Consu;t the Catalogue, t"leasilte c,r ContactI he l rynin iUgElting r actory) Voltage (Please Specify) Z 120V ❑ 277V ❑ Other Optioins (Please Specify) Color (Please Specify) 001-Bllack - RAL 9011 ❑ 02- Dark Grey - RAL 7043 ❑ 03 -White - RAL 9003 1104 - Metallic Silver - RAL 9006 ❑ 05 -Matt Silver -RAL 9006 1107- Custom - RAL 13 06-Brronze - RAL 6014 ---- 01 02 1 06 ❑ Specify Custom Height ft Ordering Example: UMU - 70241 - T4 CAPSULE - 50w -120v - Options PROJECT: DATE: TYPE: _ QUANTITY: NOTE: LAMP TO BE 3000K `iM Rev:11li3 Ligman lighting USA reserves the rightto changespecificatm.s without priornotke, piease core af,octory for latest infotmatlon,-In'trt'tek Due to the continual improvements in LED technology data and components may changie wltl-,out notice. r4_'LIGHTING DETAIL -___E _ a5 Nat To Scale 1/4 4Ya" 4" I r 10" 0z 3" W5 -W36610 PRODUCT DESCRIPTION Light projection tuned with precision, Caliber is a discrete cylinder with minimal mounting hardware. Available in a single or double light configuration which can be mounted both vertically and horimutaly. The light engine is factory sealed for maximum protection against the harshest elements. FEATURES • Discrete cylinder with minimal mounting hardware a WS -W36614 is Up & down light, WS -W36610 Is one direction » Light engine is factory sealed for maximum protection from the elements Can be mounted vertically or horizontally » 5oi"td aluminum construction Driver located in standard 4" junction box = Universal driver 0 2OV-22OV-277V) . Color Temp:3000K » CRI: 90 -Dimming; 100%- 10%ELV » Rated Lite: 72,000 hours » Input; 120 r 277V s•r;' ail Project: SPECIFICATIONS Construction: Aluminum and White Diffuser Lens Light Sources High output LEI?. Finish: Brushed Aluminum fAL), Black (BK), Bronze (BZ) Standards-, ETL & cE fL wet location listed. IP 65. CK Title 24 LED Delivered Watt Lumens Lumens WS -W36610 'Z5 , ., a i AL WS -W36614 GC+ RK k _....._ . Example. WS -W36614 -AL wadighting.corn Headquarters/Eastern Distribution Center Central Distribution center Western Distribution Center Phone (800) 526,2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithla Springs, GA 30122 Ontario, CA 91760 WACUghting retains the right to modify the design of ourproducts at Orr} time as part of the company's continuous improvement program. 2 LIGHTING DETAIL - 15 Not Ta Scale ►rrr Physical Data Length • 10.2" Height • 3.6" Weight» 3 lbs IP65 . Suitable For Wet Locations IK04 - Impact Resistant (Vandal Resistant) ro,z wAV LIGHTING USA A range of rectangular and square wall recessed luminaires, with an indirect optical system, offering high vandal resistance. Suitable for indoor or outdoor applications. The recessed LED eliminates all discomfortglare as light is directed to the ground providing illumination where it Is needed and minimizing light spill. This luminaire is provided with a powdercoated high pressure die-cast aluminum back box and can be pre shipped to the Jobsite for concrete pour or masonry applications. This fixture is suitable for lighting footpaths, stairs, squares and entrances. The Rado range has a matching bollard offering to complement the recessed product. See bollard section on the Ligman website. All Ligman fixtures can be manufactured using a special pre-treatment and coating process that ensures the fixture can be installed in natatoriums as well as environments with high concentrations of chlorine or salt and still maintain the 5 year warranty. For this natatorium rated process please specify NAT in options. Aluminum Casting Less than 0.1 % copper content - Marine Finishing All Ligman products go through an extensive Grade LM6 Aluminum High Pressure die casting finishing process that includes fettling to improve j provides excellent mechanical strength, dean paint adherence, ! detailed product lines and excellent heat Standard Options dissipation. Paint Options (Consult Factory for Pricing) UV Stabilized 4.9MiI thick powder coat paint Pre 'hint and baked at 200 Deg C. 8 step degrease and phosphate process that This process ensures that Ligman products can includes deoxidizing and etching as well as a zinc withstand harsh environments. and nickel phosphate process before product Rated for use in natatoriums. painting. w mwsloe RALW06 D6-Bmnze-AA: Gai4 DIM -0-10v Dimming Ha_ rdevare. Memory Retentive -Silicon Gasket. Provided Hardware is Marine grade 316 Provided with special injection molded "fit for Stainless steel. purpose" long life high temperature memory retentive silicon gaskets. Maintains the gaskets Anti Seize Screw Holes exact profile and seal over years of use and Tapped holes are infused with a special anti seize compression, compound designed to prevent seizure of threaded connections, due to electrolysis from Thermal management_ heat, corrosive atmospheres and moisture. LM6 Aluminum is used for its excellent mechanical strength and thermal dissipation Crystal Cfear Low Iron Glass Lens, properties in low and high ambient temperatures. Provided with tempered, impact resistant crystal The superior thermal heat sink design by Ligman clear low iron glass ensuring no green glass used in conjunction with the driver, controls tinge, thermals below critical temperature range to ensure maximum iuminous flux output, as well as Optics & LED providing long LED service life and ensuring less Precise optic design provides exceptional light than 10% lumen depreciation at 50,000 hours. control and precise distribution of light. LED CRI > 80 Surge Suppression Standard 10kv surge suppressor provided with Lumen - Maintenance Life all fixtures. L80 (B10 at 50,000 hours (This means that at least 90% of the LED still achieve 80% of their SUG_Ratin original flux) as-ut-Go Lam LED Color Color Voltage O tions URA 4a5B2 14w LED 3000K Black 120v Standard Options of Black zaznv rn16 nmbertea Options (Consult Factory for Pricing) 02 park Grey d 03 while pins o-ru•p;:nr0iny 04 kloo ,sNer ns reatte %- 06 Br,oz, n'r Lu5to RAL Lamp 14w LED 331 lumens LED Color w27 •270pK w30.3000K 4N40.4000K T Finish Col or ® 4l 81zck R-AL%11 0a-DnkG,ey-RAt.7o43 03-'NhitE HAL 9003 04-n4trz1i:5il.er R114 U' AMO -Amber LED (Turtle Friendly} NAT - Natatorium & High salt Environments w mwsloe RALW06 D6-Bmnze-AA: Gai4 DIM -0-10v Dimming D7 CuAom PAL Ordering Example: URA - 40582 - 14w - W30 - 02 -120/277v Lam LED Color Color Voltage O tions URA 4a5B2 14w LED 3000K Black 120v wz z7ocx of Black zaznv rn16 nmbertea 1M'30 7000x w4a 4rxiox 02 park Grey d 03 while pins o-ru•p;:nr0iny 04 kloo ,sNer ns reatte %- 06 Br,oz, n'r Lu5to RAL PROJECT: F i� DATE: QUANTITY:� 0 TYPE: NOTE: Head Office: mtk 7144 NW Progress Ct Tel: 503-645-0500 Hillsboro, Oregon 97124 Fax: 503-645-6100 www.ligmanfightingusa.com otter mi�l�� 6, Lo :tnolog, J,w Aon r5_'LIGHTING DETAL - E �15 Not To Scale — - UGPMNG USA IP65; Suitable for Wet Locations IK10: Impact Resistant (Vandal Resistant) _! 1.06" # s,gv- e0.67" 02.17".. -II— 7 ;i 2,44" «,_ t Mounting detail Ordering Example: ULW -10866 - T4 -CMH -39w - 120v LUMINAIRE SPECIFICATION 71144 Office: Tel: 503-645-000 NW Progress Ct Fax: 503-645•&500 Hillsboro, Oregon 97124 www,fi<amanlightingusa.com U LW -10866 Lightwave bollard The innovative reflector technology of the Lightwave bollard guarantees a high degree of efficiency. Lightwave has been developed to have excellent controlled downward light eliminating any glare. The Lightwave is available column in a straight or conical shape design with two different heights. Designed for lighting of entrances and residential areas by providing wide spread illumination on driveways, pathways and squares. Extruded aluminum body and tow copper content die-cast aluminum housing, Stainless steel screws. Durable silicone rubber gasket and clear impact resistant UV stabilized polycarbonate lens. Single cable entry. Housing is treated with a chemical chromatized protection before powder coating, ensuring high corrosion resistance, Integralcontrol gear and anodized high purity aluminum reflector, Physical Data Length: 6.3" Height: 2224" Weight: 12.1 lbs Lamp ❑ T4 CMH 39w (For Mvre Laoip options inciudii io, LEO, p say `:anoint the Cawla)ue, Website or Con act Tie !_!groan t ght rig Factrryl Voltage (Please Specify) 0120V ❑ 277V ❑ Other Options (Please Specify) Color (Please Specify) 001 -Black - RAL 9011 ❑ 02- Dark Grey - RAL 7043 ❑ 03 -White - RAL 9003 [:104 - Metallic Silver - RAL 9006 ❑ 05 -Matt Silver RAL 9006 ❑ 07- Custom - RAL ❑ 06 -Bronze - RAL 6014 Mounting Accessories ❑ Anchor Bolt Kit 2 , : 4 I ti �a I .i1 PROJECT: DATE: TYPE: QUANTITY: _ NOTE: LAMP TO BE. 3000Ky Rev: 71!13 l iyman {,iylntiny 115A reserves the rinrn to charnye spkcificatiins witnnut p:iryr notice, ;alaase contact fa[mry for latest inForrnatiort_ 1nt�erCck Due to the continual Improvements In LLD teclhno6ogy data and components may change without notice. r 3 LIGHTING DETAIL - D C15 Not To Scale • r r Sleek and stylish. Tube is offered in round and cylindrical profiiles for various applications and design themes, Crafted of die cast aluminum with an etched glass diffuserfor broad based or focused Illumination in baths, closets and Cather roams, as well as outdoor locations, in residential and commercial spaces. Mounts to walls orceilings. Five handsome finishes. I1xiS1LtI)1sF Wall or Ceiling Mount • IP65 Rated, ETI, & cErL wet Location Listed » Die -Cast Aluminum Construction » Universali Voltage inpout 0 XV -277V) • Dimming: ELV (120V) or 0-10V WAC T Responsible L.ightifngo Fixture Type: IG Catalog Dumber: Project: Location: SPECIFICATIONS Constructiont Aluminum with etched glass. Power: integral driver in luminalre.120V- 277V input, light Sources High output LED Mounting: Mounts directly to junction box Dimming: 0-10V Dimming -100%-10% EW Dimming: 100%-15% (120V only) Finish: Brushed Aluminum (AL), Black (SK), Bronze (BZ), Graphite (GH), White (WT) Color Temp.3000K CRI:90 Rated Ufe: 70,wo honors Standards: IP65 RatetL Eli &cE7LLWet Location Listed waidighting.corn Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (800) 526.2598 44 Harbor Park Drive 1600 Distribution Ct 1750 Archlbald Avenue Fax (800) 526.258; Port Washington, NY 11050 Lithia Springs, GA 30122 Ontario, CA 91760 WAC Lighting retains the right to modi#i that design of our products as any rime as part of the company's continuous Improvement program. AUG 2016 r6_'LIGHTING DETAIL - G X15 Not To Scale �p,,LTH OP 0� t' JUSTIN M. SHIMP Lica. No. 45183 �IONAL E