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SDP201500060 Plan - Approved 2016-04-22
FINAL SITE DEVELOPMENT PLAN FOR f�IVER51DE VILLAGE BLOCK 5 TMP 076GO-00-05-OOOAO RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA C I - COVED SHEET C2 - APPROVED PROffER5 LOT REGULATIONS C3 - EXISTING CONDITIONS DEMO PLAN C4 - SITE PLAN C5 - GRADING AND UTILI1Y PLAN CG - LANDSCAPE PLAN � DETAILS C7 - LIGHTING PLAN * 51 T E DETAILS C8 - SITE AND UTILITY DETAILS LEGEND EXIST NEW DESCRIPTION 165 TC x 125 TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 165 TW x 125 TW TOP OF WALL ELEVATION 1658W x 125BW BOTTOM OF WALL ELEVATION HANDICAP PARKING _ BENCHMARK (D C)a- <ccnoo STORM SEWER RD RD ROOF DRAIN -------� SEWER LINE s" 6"W WATER LINE Gas GAS GAS LINE --CHE--- — OHE OVERHEAD ELECTRIC WIRE uGE UGE UNDERGROUND ELECTRIC T ----- OHT OVERHEAD TELEPHONE LINE UGT --- UGT — UNDERGROUND TELEPHONE LINE CG -2 CG -2 PROPERTY LINE CG -6 — — — — ADJACENT PROPERTY LINE —�— VACATED PROPERTY LINE .... : a BUILDING SETBACK _x PARKING SETBACK O N O C14 BENCHMARK i N ® I — DRAIN INLET (DI) 6 D ® ® STORM/SANITARY MANHOLE C C PLUG lov ®W WATER VALVE & BOX ONO 4. FIRE HYDRANT co ® WATER METER EXIST NEW DESCRIPTION PARKING COUNT e" LIGHT POLE CROSSWALK —O— UTILITY POLE HANDICAP ACCESSIBLE AISLE SANITARY EASEMENT CG -12 o o U GRADING EASEMENT HANDICAP PARKING _ DRAINAGE EASEMENT (D C)a- <ccnoo UTILITY EASEMENT ----- -- — WATER EASEMENT -------� ACCESS EASEMENT _ STORM DRAINAGE EASEMENT U U TREE UNE --tt--- — ---- FENCE iZ STREAM _12— INTERVAL CONTOUR _300— _00— INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB CG -6 CG -6 COMBINATION 6" CURB & —�— GUTTER .... : a CONCRETE PAVEMENT / CD SIDEWALK O N O C14 O N i N RIPRAP 6 D "' _ " ASPHALT O CN4 ` .. . . GRASS EC -2 MATTING ONO EC -3 MATTING O O WETLAND VICINITY MAP v,_innn, IMAGE PROVIDED BY GOOGLE MAPS EXIST NEW DESCRIPTION 10 10 PARKING COUNT 0 'E�� � ©©� CROSSWALK W W HANDICAP ACCESSIBLE AISLE E E o CG -12 o o U U HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. SIGNATURE BLOCK CURRENT DEVELOPME PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE CO e Y SERVICE AUTHORITY F ARCHITECTURAL` REVIEW BOARD ICTAL a Izz 2v APA;L 2olb y/z,1 /6 y/Z21110 e n1 Riverside Village Properties, Inc. 200 Garrett St, Suite 0 Charlottesville, VA 22902 ZONING TMP 78 -58G -5—A NMD — Neighborhood Model Development EC — Entrance Corridor Per Approved Application Plan. ZMA 2012-00002. Special Exceptions: Section 14-234(C): Traffic volume adequacy, Section 14-410(H): Curb, gutter, sidewalk, and planting strip; Section 14 -412(A) -3(b): Alternative standard deemed adequate by county engineer; and Section 14-422(A): Sidewalks and planting strips at portico entrance to Block 5. A special permit (SP201300001) for fill in the floodplain was also approved. 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. AFFORDABLE HOUSING Block 5: 4 Affordable Units & 20 Market Units SOURCE OF TITLE Tax Map 78, Parcel 58 DB 4150 PG 20 MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. Benchmark is existing DI at the end of Trailside Court. SOURCE OF BOUNDARY & TOPO Recorded Plat: D.B. 4475 PG. 705 Source of Topography; Field topography by Roger W. Ray & Associates. Dated 12/04/2015. BUILDING HEIGHT Maximum: Per approved ZMA #2012-00002. See sheet C2. SETBACKS Per approved ZMA #2012-00002. See sheet C2. EXISTING USE Vacant Land PROPOSED USE 24 Multi—family residential dwelling units: 10 1—Bedroom 12 2—Bedroom 2 3—Bedroom LAND USE SCHEDULE EXISTING Area % Undeveloped Area 42.343 SF 100.0% Total= 42,343 SF (0.97 ac.) PROPOSED Area New Building 10,110 SF 23.9% New Pavement 17,359 SF 41.0% New Sidewalk 1,086 SF 2.5% Open space 13,788 SF 32.6% Total= 42,343 SF (0.97 ac.) Total Impervious Area = 28,555 SF (67.4%) WATERSHEDS This site lies within the Upper Rivanno 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), portions of this property lie within a Zone AE 100—year flood plain. LOMA for Property approved 05/19/2015 FEMA Case #15-03-1871A. LOMA—F for fill placed per SP -2013-00001. ENTRANCE CORRIDOR Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. PARKING Required Parking: 2 Spaces per Unit (1 Bedroom) 24 X 2 = 48 Spaces Provided Parking: 48 Spaces TRIP GENERATION 24 Units x 7 Trips/Unit = 168 ADT O 2 1 O � U 0 Z N N W W W Z Z v W N O N N W I- Q U W J J_ Z W Q� �a W J Q N U U J TIN M. SHIMP �> � LiG6�To45183 �o �- o��EEE 0 'E�� � W W E E o a o o U U o U _ (D C)a- <ccnoo 0 !.^I L o U U U LLj iZ O CD O N O N O C14 O N i N 6 D Ln CD tet- O CN4 a) — CD • ONO O O N.-NMd idi M. Z 0 U. � Z 4 J . n r Z W Lz 0 o � J W W > J W 0 � W J m Q 6 J Z LL Q Date 07/27/2015 Scale N /A Sheet No. C1 OF 8 File No. 12.009 PROFFER STATEMENT ZMA Number: 201500003 Tax Map and Parcel Number: 07800-00-00-05800 Owner: Riverside Village Properties, Inc. 200 Garrett Street, Suite O Charlottesville, VA 22902 Date of Proffer Signature: November 13, 2013 Date of Proffer Amendment Signature: 18.66 acres to be rezoned from RI to NMD Original Proffers._ Amendment X Gordonsville Realty Investments, Inc, is the owner (the "Owner") of Tax Map and Parcel Number 07800-00-00-05800 (the "Property") which is the subject of rezoning application ZMA No. 2012-00002, a project known as "Riverside Village" (the "Project"). 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 signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. 1. Park Land Dedication; Trails System. Within five (5) years after the date that ZMA 2012-00002 is approved by the County, or within thirty (30) days after the request of the County, whichever is sooner, the Owner shall dedicate to the County for public use for parks and open space resources an 8 -acre park, (the "Park) more particularly shown as `Block 6" on sheet 4 of the Application Plan, dated May 21, 2012, revised September 6, 2013 and prepared by Shimp Engineering, P.C. (the "Application Plan"). After it is dedicated to public use, the Park may continue to be included in Project for the purposes of calculating total area of green space and amenities within the Project. The Park shall continue to be subject to the Architectural and Landscape Standards for Riverside Village, as set forth in the approved Code of Development for ZMA 2012-00002. Any remaining green or open space land within the Property not dedicated for public use shall be maintained by the Riverside Village Owner's Association. The dedication of the Park shall be in fee simple. If the Park land is not dedicated as part 'of a site plan or subdivision plat, the Owner shall pay the costs of surveying the land and preparing the deed of dedication. The Owner shall construct trails through the Park area as shown on sheet 7 of 8 of the Application Plan, within six (6) months after the approval by the County of the first subdivision plat or site plan applicable to any portion of Blocks 2 through 5 of the Project. The trails shall be constructed to the standards for a Class B trail, as shown in the Design Standards Manual. 2. Affordable Housing. The Owner shall provide ten (10) affordable housing units ("Affordable Housing Units") in the form of for -sale and/or for -rent accessory apartments, condominiums or apartment units. The Affordable Housing Units shall be subject to the requirements as set forth in Section VI of the Code of Development. The Affordable: Housing Units shall be constructed within Block 1, Block 5, and/or Block 2, as shown on the Application Plan. Before the Owner applies for a building permit for the fortieth (40th) residential unit within the Property, the Owner shall have offered for sale or rent, as provided herein, six (6) Affordable Housing Units within the Project. Before the Owner applies for a building permit for the fiftieth (50th) residential unit within the Property, the Owner shall have offered for sale or rent, as provided herein, all ten (10) Affordable Housing Units within the Project. The Affordable Housing Units will be designed for households with incomes le t ht A. For -Sale Affordable Units. All purchasers of the for sale Affordable Housing Units shall be approved by the Albemarle County Housing Office or its designee. T e b g g ss than eighty percent (80%) of the area median income such that housing costs consisting of principal, interest, real estate taxes, and homeowners insurance (PITI) 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 affordable 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 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 for -rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 2B 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 2. 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 2B. At least thirty (30) days prior to the conveyance of any interest in any for -rent Affordable Housing Unit during the Affordable 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 2B(2) have been satisfied. (3). Reporting Rental Rates. During the Affordable Term, 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. 3. Cash Proffer for Park Master Plan. Within one (1) year after the date that ZMA 2012-00002 is approved, or within thirty (30) days after the request by the County, whichever is sooner, the Owner shall make a cash contribution to the County in the amount of Thirty Thousand Dollars ($30,000.00) for the purpose of funding a master plan for the Park (the "Park Master Plan"). If the Park Master Plan is completed for less than Thirty Thousand Dollars ($30,000.00), any remaining funds may be retained by the County and used to fund construction or maintenance of the park. Albemarle County at it's sole discretion may choose to use this cash proffer ($30,000) toward improvements to the existing Darden Towe Park in lieu of onsite park planning and improvements. 4. Frontage and Other Road Improvements. Contemporaneously with, and as part of, frontage improvements along Stony Point Road (Rt. 20) in connection with the first subdivision plat or site plan for the Property, the Owner shall construct all turn lanes and improvements to the horizontal alignment, vertical alignment and cross-section of Stony Point Road (Rt. 20) as shown in the Application Plan, to provide safe and convenient access to Riverside Village. Improvements constructed in accordance with this proffer shall be designed and constructed to applicable Virginia Department of Transportation ( VDOT) standards, including, without limitation, VDOT's Geometric Design Standard for an Urban Collector Road as such standards may be amended frorni time to time. Contemporaneously with, and as part of the first subdivision plat or site plan for the Property, Owner shall dedicate sufficient land along the frontage of Stony Point Road (Rt. 20) to permit the future widening of Rt. 20 by others, as shown on the Application Plan. Owner shall pay the costs of surveying the land, preparing a subdivision plat creating the parcel to be dedicated for review and approval by the County, and for preparing the deed of dedication. Certain road improvements and dedicated portions of property for such improvements described in this Proffer 4 exceed those required for the development of the parcel and are for the benefit of the public. 5. Cash Proffers for Residential Units. Subject to the credits for in kind and cash contributions as outlined below, the Owner shall contribute cash for each new residential unit in excess of the number of units that are allowed by -right under the zoning in existence at the time of this zoning map amendment (18) and 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 following rates: Twenty Thousand Four Hundred Sixty and 51/100 dollars ($20,460.51) cash for each new single family detached dwelling unit, Thirteen Thousand Nine Hundred Thirteen and 18/100 dollars ($13,913.18) cash for each new single family attached or townhome dwelling unit, and Fourteen Thousand Four Hundred Ninety Seven and 77/100 dollars ($14,497.77 ) 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, unless the timing of the payment is otherwise specified by state law; provided however that the cash contributions shall not be made until the number of units have been completed that results in what would otherwise have been a cash contribution of $971,189.00 (the "In-kind Contribution). The In-kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay the per unit cash contributions described herein until the time of the issuance of the building permit for a new unit completed after applying a credit for the In-kind Contribution of $971,189.00. In the event that the Project is completed prior to the balance of the In-kind Contributions being exhausted, no remaining balance of the In-kind Contribution may not be applied for any other project or development.. Beginning January 1, 2014, the amount of the cash contribution required by this proffer shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index ("MSI"). In no event shall any cash contribution amount be adjusted to a sum less than the amount initially established by this proffer. The annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, and the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended. OWNER: Gordonsville Realty Investments, Inc. By: Paul B. Manning Title: President Tax Map and Parcel Number: 07800-00-00-05800 PROPOSED BLOCK SUMMARY MIN LOT Amenity Area NUMBER PROPOSED PROPOSED PROPOSED REAR PARKING Amenities PROPOSED Green Space Elements Min. Sq. Ft. BLOCK ACREAGE RESIDENTIAL GROSS DENSITY RESIDENTIAL COMMERCIAL Block 1 BUILD -TO -LINES USE SETBACK SETBACK Civic Area -Plaza 5000 concrete and/or brick patio with 5000 Turf lawn and/or landscaping and UNITS DU/ARCS HOUSING SQ. FT. BLOCK 1 2.41 MIX USED 0 0.0 NONE 05f BLOCK 2 TRAILSIDE DR. 50' trees, and 15 evergreen shrubs 2.71 RESIDENTIAL 0 0.0 NONE N/A (A, B, and C) BLOCK 2A/2C: 5' 1-4 50' recommendations Block 2 RIVERWALK XING 5'- 15' BLOCK 3 Civic Area -Muse 13000 min. 12 ft asphalt or concrete path, 5000 Turf lawn with plantings and 1.71 RESIDENTIAL O 0.0 NONE N/A (A and B) 1 -3 2000 Min. 10 evergreens trees TRAILSIDE CT. 18'-25' TRAILSIDE CT. 10' BLOCK 4 0.77 RESIDENTIAL 0 0.0 NONE N/A BLOCK 5 0.99 MIXED-USE 24 24.1 MULTI -FAMILY (24) 0 SF 1-3 3000 OPEN SPACE TRAIL5IDE CT. 18'-25' TRNLSIDE CT. 10' BLOCK G 8.09 (PARK N/A N/A N/A N/A TRAILSIDE CT. 0'-25' (MF AICD COMMERCIAL) and 6 flowering trees DEDICATION) 5' Block 4 0' 2-4 PUBLIC ROAD BLOCK G ROUTE 20 AND S.R. 1421: 50' (MIN. SETBACK) S.R. 20: 75' (MIN. SETBACK) 20' 6000 Min. six (6) shade trees EASEMENTS 1 .2 1 INTERNAL ROAD N/A N/A N/A N/A concrete and/or brick patio with 2000 DEDICATIONS min. 2 benches and landscaping PRIVATE SWM facility(ies) - if required INTERNAL 3000 Min. 3 shade trees, 2 flowering ROAD 0.77 ROAD N/A N/A N/A N/A EASEMENTS EASEMENTS Conservation area with stream TOTAL 18.GG to be determined in master plan G9'" 3.7 UNITS/ACRE* 0 SF *SDP -2014-00043 was approved for 45 units, adding to the 24 proposed with this plan equals a total of 69 units and a unit density of 3.7 units/acre. Minimum Green Space, Civic Areas, and Amenities by Block MIN LOT Amenity Area FRONT PARKING Green Space SIDE PARKING Block REAR PARKING Amenities MAX BLDG Green Space Elements Min. Sq. Ft. Min. Sq. Ft. Block 1 BUILD -TO -LINES SETBACK SETBACK SETBACK Civic Area -Plaza 5000 concrete and/or brick patio with 5000 Turf lawn and/or landscaping and 20' 5. R. 20 10'-25' min. 4 benches and landscaping 5' benches around patio Northern Buffer 5' 2-3 7000 Min. 4 shade trees, 3 evergres en TRAIL5IDE DR. 50'-75' TRAILSIDE DR. 50' trees, and 15 evergreen shrubs Landscaping along Entrance SWMfacility(ies) - if required TRAILSIDE DR. 8'-50' TRAILSIDE DR. 30' 5000 Corridor as per ARB 10, BLOCK 2A/2C: 5' 1-4 50' recommendations Block 2 RIVERWALK XING 5'- 15' RIVERWALK RING 15' Civic Area -Muse 13000 min. 12 ft asphalt or concrete path, 5000 Turf lawn with plantings and 30' TRAILSIDE DR. 18'-25' 4 benches, and 18 flowering trees 3' benches along walkway Northern Buffer 5' 1 -3 2000 Min. 10 evergreens trees TRAILSIDE CT. 18'-25' TRAILSIDE CT. 10' and 50 evergreen shrubs Block 3 BLOCK 4 20' TRAILSIDE DR. 5'-1 2' TRAIL5IDE DR. 15' 31 Landscaping along Entrance SWM f acility(ies) - if required 101 1-3 3000 Corridor as per ARB TRAIL5IDE CT. 18'-25' TRNLSIDE CT. 10' recommendations Park Connector 1800 min. 5 ft asphalt or concrete path 1800 Turf lawn between residences 30' TRAILSIDE CT. 0'-25' (MF AICD COMMERCIAL) and 6 flowering trees O' 5' Block 4 0' 2-4 GO' BLOCK G Norther Buffer S.R. 1421: 50' (MIN. SETBACK) S.R. 20: 75' (MIN. SETBACK) 20' 6000 Min. six (6) shade trees Block 5 20' 1-2 30' Civic Area -Plaza 2000 concrete and/or brick patio with 2000 Turf law» and/or landscaping and min. 2 benches and landscaping benches around patio SWM facility(ies) - if required 3000 Min. 3 shade trees, 2 flowering trees, and 12 shrubs Block 6 Conservation area with stream Civic Area -Park 350000 to be determined in master plan 350000 buffers, floodplain, and limited development for park uses Total 371800 389800 LOT / PARKING / BUILDING REGU LATI ON5 MIN LOT FRONT FRONT PARKING SIDE BUILDING SIDE PARKING REAR BUILDING REAR PARKING MIN/MAX MAX BLDG BLOCK WIDTH BUILD -TO -LINES SETBACK SETBACK SETBACK SETBACK SETBACK STORIES HEIGHT BLOCK 1 20' 5. R. 20 10'-25' S. R. 20 50' 5' 5' 30' 5' 2-3 45' TRAIL5IDE DR. 50'-75' TRAILSIDE DR. 50' BLOCK 2 181 TRAILSIDE DR. 8'-50' TRAILSIDE DR. 30' 3' 51 10, BLOCK 2A/2C: 5' 1-4 50' RIVERWALK XING 5'- 15' RIVERWALK RING 15' BLOCK 213: 0' BLOCK 3 30' TRAILSIDE DR. 18'-25' TRAIL5IDE DR. 15' 3' 5' 10, 5' 1 -3 45' TRAILSIDE CT. 18'-25' TRAILSIDE CT. 10' BLOCK 4 20' TRAILSIDE DR. 5'-1 2' TRAIL5IDE DR. 15' 31 51 20' 101 1-3 45' TRAIL5IDE CT. 18'-25' TRNLSIDE CT. 10' BLOCK 5 30' TRAILSIDE CT. 0'-25' (MF AICD COMMERCIAL) TRAILSIDE CT. O' O' 5' 0' 0' 2-4 GO' BLOCK G N/A S.R. 1421: 50' (MIN. SETBACK) S.R. 20: 75' (MIN. SETBACK) 20' 101 20' 50' 20' 1-2 30' 0 U J IN M. SHIM Lc� No. 445183 � � ( w _ ONAL RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH STANDARDS ABOVE: 1. PARKING SETBACKS SHOWN ARE ONLY FOR PARKING LOTS WITH FIVE OR MORE SPACES. 2. A G' MAINTENANCE EASEMENT, CENTERED ON EACH SIDE LOT LINES SHALL BE PROVIDED IN BLOCKS 2, 3, t 4. (fJ 3. NO ENCROACHMENT OF ARCHITECTURAL FEATURES OR OVERHANGS ARE PERMITTED WITHIN SIDE SETBACKS FOR BLOICKS 2, 3, t, 4. New Temporary Public Turn—Around Easement nLUqN 4 I � i rZ Z w N W w Z z vw wz d o� ozU) w az z j N O N W V) Q > U W � J _> Z W y F 0 W � Q W NU STIN M. SHIMP a TRA{L _ RAVE .:` .. �� 183 Lia % 5 • �o W . 8 stamped BENCHMARK' Stamped -1 CURT • Turf Lawn Concrete. 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'�i .�+•'.eoy+� aw APPROVED LANDSCAPING PLAN 1 "= 30' County of Albermarle Conservation Plan Checklist - To be (placed on Landscape flans (Handbook, pp III -284-111-297 for- complete specifications) 1, The following items shall be shown on the plan: Trees to be saved; MI, Limits of clearing (outside dripline of trees to to-, saved); ❑ Location and tyke of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: Q9 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. Q1 No Brading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: A Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the dripiines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devicess: W Such devices shall not adversely affect trees to be saved. 6. Fires: Q Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: E Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: Trees to be retained within 40 feet of a proposed building orgrading 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: ❑ NVhen the ground level must be raised within the driplinc oia tree for be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls• ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching 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 alternativewhen it is anticipated that necessary trenching will destroy feeder roots. 12, Cleanup: 0 Protective fencing shall be the last items removed during the ficial cleanup. 13. Damseed Trees: 01 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. N : IT IS THEDEVELOKRIS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION r REQUIREMENTS. S16NAT425F-1—(DA CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 LANDSCAPING REQUIRED: Total Paved Parking and Vehicle Circulation Area = 16,913 SF * .05 = 846 SF Internal Landscaping Required. P g q 10% of Total Site Area of Canopy: 42,343 SF * .10 = 4,234 SF Parkin Lot Shade Trees: 1 Large or Medium Shade Tree Per 10 Parkin 9 g 9 Spaces: 48 Spaces/10 = 5 Trees Civic Plaza: 2 Benches w/ Concrete or Brick Patio. Flowering Ornamental Trees & 24" Shrubs Around Patio. Parking Area: Large Shade Trees (2.5" Cal.) — 10-12 at 40' O.C. Ornamental Trees — 8-10 in Islands and interspersed. Screening Shrubs (24") — 30-40 Screening at Plaza and Alley Entrances. LANDSCAPING PROVIDED: Internal Landscaped Area: 1,037 SF Landscaping Canopy: 17,873 SF Parking Lot Shade Trees: 10 Trees Civic Plaza: 2 Benches w/ Concrete Patio. 3 Flowering Ornamental Trees & 10 Shrubs Around Patio. Parking Area: Large Shade Trees (2.5" Cal.) — 10 Around Perimeter Ornamental Trees — 8 Around Perimeter Screening Shrubs (24") — 46 Screening at Plaza and Parking Entrances. NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. 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. SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS. 1-112" SQ. OAK STAKES— SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXISTING GRADE /�' a■Ill�ll�ll�iii% • % G / �/ 1 -" TREE PLANTING DETAIL C6 Not To Scale SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN, ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP D IMMEDIATELY AFTER 4 44 4 4 PLANTING AND WATER o 4 THOROUGHLY. 4 PLANTING PIT, o PREPARED SOIL FOR SHRUBS _ I KOUGHENED O E31ND NEW SOIL— SET SHRUB PLUMB. TOP Of ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM J—FINISHED GRADE 2 SHRUB PLANTING DETAIL C6 Not To Scale w Q e /1 L J CC / / I / / DOG1Wooq • • 20 40 •• Scale:• LANDSCAPE SCHEDULE Plant Min. Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF American 0 Large Shade Tree Plotanus occidentalis Planetree 2.5" Col. 10 1362 13620 (Sycamore) o Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 3 419 1257 -I- Ornamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 7 124 868 • Ornamental Tree Amelanchier arborea Common Serviceberry 6-7' Ht. 5 130 650 Deciduous Shrub Ceonothus americanus New Jersey Tea 2' Ht. 10 10 100 kaEvergreen Screening Shrub Ilex glabra Inkberry Holly 2' Ht. 46 23 1058 IK F Evergreen Screening Tree Thuja occidentalis Eastern Arborvitae 4'-5' Ht. 32 10 320 NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY 17873 i i i o U J M. SHIMP ic. 96-45183 �O C ���SrDNAL ��C TYPE B PARALLEL APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH N PERCENT N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 CG -6 3 6 9 NOTES: 8 12 5 10 15 I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. t4 15 CSA (SA Certified LARGO" DEPARTMENT OF TRANSPORTATION 203.06 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, DNAXD Natural aluminum per Lamp ....:. ..: ... .... ..,,. w✓ ,. 4000 PS IF PRECAST. 1 cG=t2 GENERAL NOTES: 3. OOMBNATION CURB & GUTTER HAVING A RADIUS 2 22,500 1 OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. A BE PAID FOR AS RADIAL COMBINATION CURB & DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE Full Cutoff MEETS THE 'NIGHTTIME BT28 PULSE START METAL GUTTER. Ships in fixture carton Arm lenoth WARNING MAY BE, USED WITH THE APPROVAL OF THE ENGINEER. 4• FOR USE WITH STABILIZED OPEN -GRADED 3, SLOPING SIDES OF CURB RAW MiALY BE POURED MONOLITHICALLY WITH RMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. (PERPENDICULAR DRAINAGE LAYER, THE BOTTOM OF THE CURB IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDS CAN BE CAST N PLACE AFTER PLACEMENT OF ballast SPD_ Square pole AND GUTTER ?§I BE CONSTRUCTED PARALLEL MIN & REQUIRED BARS ARE TO BE NO. S X '8" PUKED 1' CENTER TO CENTER ALONG RAMP FLOOR. MINIMUM TO THiE SLOPE SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. asymmetric' asymmetric 807H IDES OF TNF RAMP FLOOR, iib -DEPTH OF CONCRETE COVER Ijt". 12ri MSA% S. ALLOWABLE CRITERIA FOR THE USE OF CURB ! Cll1� AFA cvn EPR SLOPE TRANSITIM ADJACENT TO CURB RAMPS 06 6"arm CO -6 IS BASED ON ROADWAY CLASSIFICATION TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED AND DESGN A ONE 250 -WATT CLEAR BT28 BY THE ENOL EER- THEY ARE TO BE PROVIDED AT INTERSECTIC S WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 2" R OP THE VOOT ROAD DESCOW�UAM•PENDpt CROSSES A CURB REGAOESS OF WHETHER SIDEWALK IS EXISTNG. PROPOSED, OR NONDUSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWA.KS ❑ B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BERND VEHICLE STOP LINES 00STNG LIGHT POLES FIRE IALL� ,t Full Cutoff MEETS THE 'NIGHTTIME L�N085TRUCTTEEDD SOP TABLE,FIRM ANDD SUP RESISTTANT PATH CONNECT ACCESSIBLE E[tM WS OF A FACILITY THAT CAN BE APPROACHED, ENTERED ' AND USED BY PEDESTRMWs. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL. SECTIONS PROVIDED THAT 21 MIX' THE CURB OPENING PLACED WITHIN THE LIMITS OF THE CROSSWALK AND LS AT 2" HIGHER THAN U pF PAVEWENT 15OMHC THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. ATXX , SAME As TOP OF CUA 9. XfTE ALK IS 4'� TIE EHTR V RAIW CIMOT ACC TME RE F TICPA D VY TRUCK TYPE C 12 12"arm TRUCK F CONCRETE otHciRCIAL ELRRCE °fAvr A A A A 7" A 1 fRA�FFFic) PHILIPS 6" 13W LED DOWNLIGHT ♦ s ♦ _j 1,100 1 THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.8" 2.4" TRUNCATED DOME 4005 C� 00 _ THE BOTTOM OF THE CURB AND forward 00 000000000 pulse -start GUTTER MAY BE CONSTRUCTED 0 0 0 0 0 0 0 0 0 0 o a o v PARALLEL TO THE SLOPE OF N(M F O 0 0 00 000 00006001 a SUBBASE COURSES PROVIDED A m O'__ Ox - 86Y. OF BAS DIETER O 00 00 0 00 0 0 0 0 0 0 0 a 0 0 0 00 0 0 0 0 0 0 0 0 0 0 1 MINIMUM DEPTH OF 7" 000000000000000 0.9" - 1. IS MAINTAINED. BASE DIAIMIETFR THIS AREA MAY BE CONCRETE WBA Decorative wal I bracket" TRUNCATED DOME DETECTABLE WARNING AT THE OPTION OF THE CONTRACTOR DETAIL DETAIL SPECIFICATION CG -12 DETECTABLE WARNING REFERENCE COMBINATION 6" CURB & GUTTER GENERAL NOTES502 105 L REV. 7/05 203.05 REV. 9roa 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 I CG -T2 05 DOWELS, 8" LONG A S AT 12" C C CONSTRUCTION 5' MN. 12'1 MAX 12,1 MAX _ r-1 B 2' B � RAWX (SEE TABLE) TRUNCATED DOMES A SEE SHEET t0F 4 FOR DETAILS & 4 5-W MIN U SHAPE TO FACE - ♦ 4 CU OF ROADWAYY CURB BACK OF CURB 48 ° 20 11-4, 4i =1 MAX. CROSSWALK SECTION A -A TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK ERMISSM9LE CONSTRUCTION JOINT •SECTION B -B NOTE., FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 O 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH N PERCENT N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 B 3 6 9 4 8 12 5 10 15 6 t4 15 42 5' MIN Label A 4' SQUARE LAVING AREA THE REQUIRED LENGTH OF A PARALLEL RMP ED TO 15 FEET. REGARDLESS OF THE OUTSIDE OF 'fRAVELWAY Lamp SHALL BE PROVIDED FOR Lumens tlX PERPENDICULAR CROSSWALK Wattage WITHIN THE MARKED + CROSSWALK AREA 20 0 20 40 60 Scale: 1 "=20' Schedule NOTED Label QTY THE REQUIRED LENGTH OF A PARALLEL RMP ED TO 15 FEET. REGARDLESS OF THE Description Lamp � 0�� Lumens LLF Wattage SHEET 3 OF 4 + CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION REV. 7/05 105 502 CSA (SA Certified LARGO" DEPARTMENT OF TRANSPORTATION 203.06 per Lamp DNAXD Natural aluminum per Lamp ....:. ..: ... .... ..,,. w✓ ,. ... r. .. ., ,aY„ 1 cG=t2 GENERAL NOTES: ONE (1) 250 WATT CLEAR 2 22,500 1 i. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. A 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE Full Cutoff MEETS THE 'NIGHTTIME BT28 PULSE START METAL RAMP FLOOR BY 2 FOOT IN LENGTH N TFE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITHI THE TRUNCATED DOMES DETECTABLE Ships in fixture carton Arm lenoth WARNING MAY BE, USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF CURB RAW MiALY BE POURED MONOLITHICALLY WITH RMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. (PERPENDICULAR 4, IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDS CAN BE CAST N PLACE AFTER PLACEMENT OF ballast SPD_ Square pole PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN & REQUIRED BARS ARE TO BE NO. S X '8" PUKED 1' CENTER TO CENTER ALONG RAMP FLOOR. MINIMUM 1 Z� asymmetric' asymmetric 807H IDES OF TNF RAMP FLOOR, iib -DEPTH OF CONCRETE COVER Ijt". 12ri MSA% B. CURB ! Cll1� AFA cvn EPR SLOPE TRANSITIM ADJACENT TO CURB RAMPS 06 6"arm ARE 00ED N PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL ONE 250 -WATT CLEAR BT28 BY THE ENOL EER- THEY ARE TO BE PROVIDED AT INTERSECTIC S WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 22,500 1 CROSSES A CURB REGAOESS OF WHETHER SIDEWALK IS EXISTNG. PROPOSED, OR NONDUSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWA.KS ❑ B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BERND VEHICLE STOP LINES 00STNG LIGHT POLES FIRE IALL� ,t Full Cutoff MEETS THE 'NIGHTTIME L�N085TRUCTTEEDD SOP TABLE,FIRM ANDD SUP RESISTTANT PATH CONNECT ACCESSIBLE E[tM WS OF A FACILITY THAT CAN BE APPROACHED, ENTERED ' AND USED BY PEDESTRMWs. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL. SECTIONS PROVIDED THAT 21 MIX' THE CURB OPENING PLACED WITHIN THE LIMITS OF THE CROSSWALK AND LS AT 2" HIGHER THAN U pF PAVEWENT 15OMHC THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. ATXX , SAME As TOP OF CUA 9. XfTE ALK IS 4'� TIE EHTR V RAIW CIMOT ACC TME RE F TICPA D VY TRUCK TYPE C 12 12"arm TRUCK F CONCRETE otHciRCIAL ELRRCE °fAvr PARALLEL &PERPENDICULAR 7 fRA�FFFic) PHILIPS 6" 13W LED DOWNLIGHT 10, WHEN CURB RAMPS AMIE USED N CONJUNCTION WITH A SHARED USE PATH. 1,100 1 THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.8" 2.4" TRUNCATED DOME 4005 C� 00 _ 115S FStypeVsquare forward 00 000000000 pulse -start DAD12P Degreearm(pole) 0 0 0 0 0 0 0 0 0 0 o a o v 0 0 0 00 0 00 0000000, N(M F O 0 0 00 000 00006001 a 23050HZ" m O'__ Ox - 86Y. OF BAS DIETER O 00 00 0 00 0 0 0 0 0 0 0 a 0 0 0 00 0 0 0 0 0 0 0 0 0 0 1 DI 000000000000000 0.9" - 1. VARIABLE BASE DIAIMIETFR 4' MINIMUM. PAY LIMITS WBA Decorative wal I bracket" TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET t OF 4 CG -12 DETECTABLE WARNING SURFACE GENERAL NOTES502 L REV. 7/05 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION � I 20 0 20 40 60 Scale: 1 "=20' Schedule Symbol Label QTY Catalog Number Description Lamp Number Lumens LLF Wattage Spill Over Limits + 0.1 fc 0.3 fe 0.0 fc N/A N/A CSA (SA Certified Lamps per Lamp DNAXD Natural aluminum per Lamp ....:. ..: ... .... ..,,. w✓ ,. ... r. .. ., ,aY„ 1 KAD 250M R4 (PULSE Area Luminaire, 250W MH, R4 Reflector, ONE (1) 250 WATT CLEAR 2 22,500 1 250 ❑ A Ceramic START) Full Cutoff MEETS THE 'NIGHTTIME BT28 PULSE START METAL (blank) Magnetic Ships in fixture carton Arm lenoth R2 IES t e11 Q DNA Natural aluminum 70M''2 25OM9 Pressure FRIENDLY' CRITERIA HALIDE LAMP IN ballast SPD_ Square pole 04 4"arm sodium' QRS Quartzrestrikesystern,e IOOM' 320M' halide asymmetric' asymmetric SR2 IES type 11 HORIZONTAL POSITION CW1 Cordaro RPD_ Round pole 06 6"arm 1SOM 350M'A 1 KAD 250S R4 Area Luminaire, 250W MH, R4 Reflector, ONE 250 -WATT CLEAR BT28 3 22,500 1 250 ❑ B t00S (PULSE START) Full Cutoff MEETS THE 'NIGHTTIME PULSE START METAL HALIDE ❑ 175MI 1400MIA 1505 15OMHC FRIENDLY' CRITERIA HORIZONTAL POSITION. 347 c WWD_ Woodorpolewall 12 12"arm 200M° 7 CP630K10 PHILIPS 6" 13W LED DOWNLIGHT SR4SC IEStypeN 1 1,100 1 13 OC 4005 115S FStypeVsquare forward TBiO pulse -start DAD12P Degreearm(pole) Statistics Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 2.5 fc 17.5 fc 0.0 fc N/A N/A Spill Over Limits + 0.1 fc 0.3 fe 0.0 fc N/A N/A 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 20' 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 A-1 and B-1 shall have a shallow foundation base installed. Structural engineer shall verify and produce specific construction details as required. FEATURES & SPECIFICATIONS INTENDED USE - Ideal for parking areas, street lighting, walkways and car lots. CONSTRUCTION-Rugged,die-cast soft corneraluminumhousingwkhO.12'nominal wall thickness. Die-cast door frame has impact-resista nt,tempered, glass lensthat is fully gasketed with one-piece tubular silicone. Fnish:Standardfinish isdarkbronze (DDB) polyesterpowderfinish, with otherarchitectural colorsavailable. OPTICS -Anodized, aluminum reflectorsdESfull cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 (forward throw) and R55 (square) are interchangeable. High-performanceanodized,segmented aluminum reflectors IESful I cutoff distributionsSR2 (asymmetric), 5113 (asymmetric) and SR4SC (forward throw, sharp cutoff). High-performance reflectors attach with tool -less fasteners and are rotatable and interchangeable. ELECTRICAL - Ballast: High pressure sodium: 70-15OW is high reactance, high power factor. Constant wattage autotransformer for 200-400W. Metal halide: 70-15OW is high reactance, high power factor and is standard with pulse -start ignitor technology.'SCWA' not required. Constant wattage autotransformer for 175-400W. Super CWA (pulse start ballast), 88% efficient and EISA legislation compliant, is required for metal halide 151-40OW (SCWA 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 is 100% factory -tested. Socket: Porcelain, horizomallyoriented medium base socket 1600-150M, Mogul base socket for 175M and above, and 70-4005, With copper alloy, nickel -plated screw shell and center contact. UL listed 150OW, 60OV. LISTINGS - UL Listed (standard). CSA Certified (see Options). UL listed for 25°C ambient and wet locations. IP65 rated in accordance with standard IEC 529. WARRANTY -1-yearlimited warranty. Complete warrantyterms located at ww.acuftybrands.com/CustomorResounes/Terms and conditions.asm NSE. Note: Specifications subject to change without notice, FRM NMY rhr"roemanntE-^lgoat S9xe+alaoco*yM,erm Hw t�.aw8,rnn rewaeui babei KAD-250M-SR4SC-SPD04-LPI Notes BLACK FINISH Type 5ped(rtafions EPA: 114.' "Weight: 35.9 lbs (16.28 kg) Length: 17-1/2 (44.5) Width: 11-1/2"(44.5) Depth: 7-1/8(18.11) All dimensions are inches (centimeters) unless otherwise specified. 'Weight as coAgured in examplebelow. Soft Square Lighting METAL HALIDE: 70-40OW HIGH PRESSURE SODIUM: 70-40OW 20'TO 35' MOUNTING 8 (1� 4 17-1/2 (10.2) (44.5) =I& Forshortestlead times, configure product using bolded options. Example: KAD 400MR3TBSCWASPD04LPI KAD cULus listed for wet locations. Class 2 power unit for use in.a dry location. ..`.' Unit tolerates sustained open circuit and short : \ circuit output conditions without damage. / ..., .. ..�1. ... .. ,.,, .. n, .,: ,: E. .:.+..• .. Loa.....:.., Y f. i ,`%< k x•F'`" ,..'TRT ln. ,^: CSA (SA Certified ry� �.. (blank) Dark bronze DNAXD Natural aluminum k........................ .� ....:. ..: ... .... ..,,. w✓ ,. ... r. .. ., ,aY„ ..., Y .. ...h a1� �� E,,..a,w...,a,,,„.a�.`.%a,..«n ..:, ., ,:"73,..V•.. .... ..... .. $.n ........ y...»..,».,.+ �.,raxt. Y. .a\..«<...�.�."...a.,. .: ,;+�., ;�+a.:: +�,a^.::::�3+*, »w. :TPP. .M. ..m..:.,4i.. ..,... .+,. ,.. ....,.: ;:i`\':"tofi....n:.. ::k"al':;{:%!r:'.ue. KAD Metal halide High Ceramic Standard reflectors High performance 120 (blank) Magnetic Ships in fixture carton Arm lenoth R2 IES t e11 reflectors e DNA Natural aluminum 70M''2 25OM9 Pressure metal 206' ballast SPD_ Square pole 04 4"arm sodium' QRS Quartzrestrikesystern,e IOOM' 320M' halide asymmetric' asymmetric SR2 IES type 11 240' CW1 Cordaro RPD_ Round pole 06 6"arm 1SOM 350M'A 705 70M HC,? 113 et asymmetric' 277 wattage Isolated" WBD_ Wall bracket 09 9"arm t00S 100MHC a asymmetric, metrric 5113 JEStype lll 175MI 1400MIA 1505 15OMHC R4 FStypelV asymmetric' 347 c WWD_ Woodorpolewall 12 12"arm 200M° 2505 fgravardthrow' SR4SC IEStypeN 480' SCWA Super CWA � s separately 1," 4005 115S FStypeVsquare forward TBiO pulse -start DAD12P Degreearm(pole) throw 23050HZ" ballast DAD12WB Degree arm (wall) NM-Forsbl^m mstous. WBA Decorative wal I bracket" lenmiesSCWAmus[be KMA Mast arm externa I fitter specified to comply wltr EISA KTM8 Twin mounting bar .n..,,rryxz.�e'.c�• .;<>'.k;>:g;i:7a�':r,.i;f7P$�'rLK.:T�.. 8'il!SQtEti't1i1I"��'t6C.t�X)C.'Xp`iX'2 '!':C`�::::..... •"? ,..:�>"�',.. Number of fixtures Tenon O.D. One Twa@180° Two@90° ThreeCa120° Three, Four@90° 2-3/8" T20-190 T20-280 T20-290" T20 -320i1 T20-390" T20-49011 2-7/8" T25-190 T25-280 T25-29022 T25-320 T25-39072 725-49021 4 T35-190 T35-280 T35 -290t2 T35-320 T35-39022 T35-49011 OUTDOOR Notes 1 Notavailable with SCWA. 2 Not available with 480V. 3 These wattages do not comply with Calffornla Title 20 regulations. 4 Mustbeordered with SCWA 5 These wattages req uirethe REGC1 option to be chosen for shipments into California forTitte20 compliance. 250M REGC1 in not available in 347 or 486V. 6 Reduced jacket ED28 required fo r SR2, SR3 and SR4SC optics. 7 House-sideshieldavailable. 8 High performance reflectors not avail- able with (IRSTD. 9 Must specify CWtforuse inCanada. 10 Optional mulfi-tap ballast (120, 208, 240, 277V,,in Canada: 120, 277, 3471). 11 Consult factory for available wattages 12 9" arm Is required when two or more luminaires are oriented on a 90" drilling pattern. 13 May be ordered as an accessory. 14Mustspecifyfinishwhenorderedasan accessory Project: Location: 15 Available with SPD04and 5PDO9. 16 Must specicy voltage. WA with TB. 17 Only availablewithSR2,SR3and S114SC opti(s. 18 Max allowabie wattage lamp included. 19 Prefix with KAD when ordered as an accessory. 20 See www.lithoniasom/anccolorsfor additional coloT options. 21 Mustbespecified.ULPnotavaiiable with MHC. 22 Must useRPD09. Cat.No. CPG30K 10 Lamps: Qty. Notes: Core vatue LECA retrofit downtight for retrofit, new construction and remodel apptications that instalts in many existing residential and commercial applications. >$- ` Ordering guide example CP63OK10 +?' Catalog Number Aperture CRI CCT Lms Connectorwhip y,. CP630K6 6 -inch 80 3000K 6501m F-26 CP630XIO 6 -inch 80 3000K 1100Im E26 E26 GU24 CP6927K8 6 -inch 90 2700K 800Im GU24 Accessories Catalog Number Description CPE26 E26 whip connector CPGU24 GU24 whip connector Features 1. Reflector/Flange: One piece self flange alu- minum, .032" thick, (20ga.). Powder coated, non yellowing, white splay and flange. 2. Lens: PMMA 1.5mm thick. High transmit- tance lens allowing for smooth, diffused light pattern. 3. Power supply: Class 2 driver. Factory wired electronic LED driver (see Electrical section for specifications) Enclosed in a .032" thick (21 ga.) painted steel housing. 4. LED board: Utilizes Philips LEDs. 5. Friction spring: Stainless steel. 6. Power connection: E26 medium base whip connector (included) for retrofit. 7. Frame in kit/housing: Refer to appropriate frame in kit/housing specification sheets for complete information. 8, LifOtime: Expected lifetime 50,000 hours and backed by a 5 -year warranty (see Phitips.com/warranties for details). CP6 03/15 page 1 of 4 £lectricat Labels Electronic power supply: RoHS compliant` cULus listed for wet locations. Class 2 power unit for use in.a dry location. ..`.' Unit tolerates sustained open circuit and short : \ circuit output conditions without damage. / ..., .. ..�1. ... .. ,.,, .. n, .,: ,: E. .:.+..• .. Loa.....:.., ku. u........:...,:.�: s:k^;.';k: lightolier.com/MKACatpdfs/LED-DIM.PDF for : v„ .., .. Shipped Installed infixture CSA (SA Certified PE3 NEMAlwlst-IodcPE(347V) (blank) Dark bronze DNAXD Natural aluminum LPI Lamp SF Singlefuse(110,277,347V)" INTL Available MHfor probe start PE4 NEMAtwistbdA(48CV) DWH White DWHXD White included DF Double fuse (208,240,48OV)" shipping outside the U.S. PE7 NEMAAfwiA-kx1kPE(277v) 115-8-L-7-1a7l DDBTXD Textured dark bronze LlLP Less " PD Power tray" REGO California Title 20, effective SC ShortjngcapforPER DMB Medium DBLBXD Textured black lamp PER NEMAtwist-lock receptacle 1/1/2010 option DNA Natural aluminum DNATXD Textured natural only (no photocontrol) Shioaedseoarately" VG Vandal guard"aluminum Super Durable finishes QRS Quartzrestrikesystern,e HS Housesideshield 9 WG Wireguard ' DDBXD Darkbronze DWHGXD Textured white QRSTD QRS time delayr PE7 NEMAtwist lock PE (120, 208,140V) DBLXD Black WTB Terminal wiring block" .n..,,rryxz.�e'.c�• .;<>'.k;>:g;i:7a�':r,.i;f7P$�'rLK.:T�.. 8'il!SQtEti't1i1I"��'t6C.t�X)C.'Xp`iX'2 '!':C`�::::..... •"? ,..:�>"�',.. Number of fixtures Tenon O.D. One Twa@180° Two@90° ThreeCa120° Three, Four@90° 2-3/8" T20-190 T20-280 T20-290" T20 -320i1 T20-390" T20-49011 2-7/8" T25-190 T25-280 T25-29022 T25-320 T25-39072 725-49021 4 T35-190 T35-280 T35 -290t2 T35-320 T35-39022 T35-49011 OUTDOOR Notes 1 Notavailable with SCWA. 2 Not available with 480V. 3 These wattages do not comply with Calffornla Title 20 regulations. 4 Mustbeordered with SCWA 5 These wattages req uirethe REGC1 option to be chosen for shipments into California forTitte20 compliance. 250M REGC1 in not available in 347 or 486V. 6 Reduced jacket ED28 required fo r SR2, SR3 and SR4SC optics. 7 House-sideshieldavailable. 8 High performance reflectors not avail- able with (IRSTD. 9 Must specify CWtforuse inCanada. 10 Optional mulfi-tap ballast (120, 208, 240, 277V,,in Canada: 120, 277, 3471). 11 Consult factory for available wattages 12 9" arm Is required when two or more luminaires are oriented on a 90" drilling pattern. 13 May be ordered as an accessory. 14Mustspecifyfinishwhenorderedasan accessory Project: Location: 15 Available with SPD04and 5PDO9. 16 Must specicy voltage. WA with TB. 17 Only availablewithSR2,SR3and S114SC opti(s. 18 Max allowabie wattage lamp included. 19 Prefix with KAD when ordered as an accessory. 20 See www.lithoniasom/anccolorsfor additional coloT options. 21 Mustbespecified.ULPnotavaiiable with MHC. 22 Must useRPD09. Cat.No. CPG30K 10 Lamps: Qty. Notes: Core vatue LECA retrofit downtight for retrofit, new construction and remodel apptications that instalts in many existing residential and commercial applications. >$- ` Ordering guide example CP63OK10 +?' Catalog Number Aperture CRI CCT Lms Connectorwhip y,. CP630K6 6 -inch 80 3000K 6501m F-26 CP630XIO 6 -inch 80 3000K 1100Im E26 E26 GU24 CP6927K8 6 -inch 90 2700K 800Im GU24 Accessories Catalog Number Description CPE26 E26 whip connector CPGU24 GU24 whip connector Features 1. Reflector/Flange: One piece self flange alu- minum, .032" thick, (20ga.). Powder coated, non yellowing, white splay and flange. 2. Lens: PMMA 1.5mm thick. High transmit- tance lens allowing for smooth, diffused light pattern. 3. Power supply: Class 2 driver. Factory wired electronic LED driver (see Electrical section for specifications) Enclosed in a .032" thick (21 ga.) painted steel housing. 4. LED board: Utilizes Philips LEDs. 5. Friction spring: Stainless steel. 6. Power connection: E26 medium base whip connector (included) for retrofit. 7. Frame in kit/housing: Refer to appropriate frame in kit/housing specification sheets for complete information. 8, LifOtime: Expected lifetime 50,000 hours and backed by a 5 -year warranty (see Phitips.com/warranties for details). CP6 03/15 page 1 of 4 £lectricat Labels Electronic power supply: RoHS compliant` cULus listed for wet locations. Class 2 power unit for use in.a dry location. Energy Star certified. Unit tolerates sustained open circuit and short O S s circuit output conditions without damage. Dimming: All luminaires are intended for use with TRIAL type dimmers. Go to http://www. lightolier.com/MKACatpdfs/LED-DIM.PDF for the latest dimmirtg switch capability inf6rma- tion.10%-100% dimming range. Lumen Input I Input Max. Input Max. Input May. Power MIn.Temp. Output Voltage Frequency Current Power THD Factor Operating 650tm 12QV 50/6OHz 0.07A .SW o30% >.9 -18°C 8701m 120 V 50/60Hz O.00A 13W a 30% >.9 -18, C 11101m 120V 50/601-1z 0:11,0 13W <30% -.9 -18°C ' Restrictions on Hazardous Substances (RoHS) is a European directive (2002/95/EC) designed to Umitthe content of 6 substances [lead, mercury, cadmium, hexavalent chromium, potybrominated biphenyls (PBI), and polybrominated diphenyt ethers (PBDE)) in electrical and electronic products. For products used in North America compliance to RoHS is voluntary and setf-certified. c&us LISTED EONS KAD-M-S �e �x l O U JU IN Lic.6�1 45183 P O S s � I O 1 E AtV SEWER SERVICE LATERAL CONNECTION NOTES: 1. WFERE A SEvVE-i SERVI- LATERA_ CONNECTS 7C5 A k-tANHC_z_ AND NC 1,)V=FT E_ EVA_CN °'�R, T -E SERV CE _A\ERA_S T- A-, IFF �)F I( F -VA If)N (,- IF -FSI RVI'_ -F LATERA_ PIPE 5 IAL_ D: AT LEAS_ 0.2' 11 GI CR TI IAN TI I'[ TO' ICRC1,'VN) E -=VA -(,N 2F THE THE _OWEST F PE CONNECTED 0 11�11- M.AN-101 :e. S:Vi:R AT:RALS -APP:D 14TO AN EXISTING SEWER MAN SI ,A -L BECC,� NEC - _ 14 -D U_ S NG A P -1E SADDLE. SI RV.- C I K;N !,I All 31 296 M N IM t J V. H A I ) I 10 't S I 'Af F, _12Q 4' PE? FO0_ ) 4. Al S -W -H I AII'RA S �.HAI I I- A VF A M I N I M I, M C0VFK I; A.M. It- I F R 2' M.\) 5. AL_ SEIWEA LATEnA_i: SHALL HAVE A Ni I N I MI US4 COVE? 01 3 1 1 1 1. SALT—_/0' -REA-ED 2 =INISH--D G3OUND x 4 MARKER. _L! UGG _ FIND Q' _j S= -RVI ---E -AT=-;A- MA \1 LIN__ SECTION 45"O'C" N _N= VVVv E - T E PLAN VAR AR ES SEWER SERVICE LATERAL CONNECTION Y FOUNDATION MATERIAL GOOD FOUNDATION MATERI�AL ROCK. INITIAL BAC BEDDING 8 STONE STABLE SOIL ROCK SCRAPE THE BOTTOKA OF THE TIRENCR. .,REMOVE ALL STONES To INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDT A 4' PEDDIN6 OF f68 STONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION .4 MN INITIAL BACKFIL L UNSTABLE M"4 MIN WN MIN 6a ST014E RANULAR FILL AS APPROVED BY AICSA Z5 T, SOIL OR R'O'CIA. STABLE SOIL OR RD A, B LIE NOTE I.N,O ROCKS SHALL 13E ALLOWEb WITHIN 24' OF THE WATER LINES. 2AqO ROCKS LARGER THAN 6' IN ANY . DIMENSION SHALL BE ALLOWED ABbVE THE INITIAL BACKFILL. 3 -THE INITIAL BACKFILL.SHALL BE PLACED AND CIOMPAC7ED IN 6' LIFTS. A,N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. S. BELL HOLES SHALT. BE DUG OUT N ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING 350 345 340 335 10+00 10+50 "�5NEW WATERLINE PROFILE C87SCALE-- �1"=20r Horizontal, �1"=5' Vertical�� METER SIZE DIMENSION Z, • 4 4 A B C 1 1/2, 3'1' 5'0' 318, 44" MIN. 3y 5'0' 3'8' 31 — 5' MIN. 10' MIN, 6' MTN. 4 4- 6 6" MIN. " MIN. GREATERPROPOSALS THAN 4 WILL BE SUBMITTED. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" E 'A' WITH THE TOP OF A COURSE OF THE PMAMTRLICTURE. OTHERWISE THE DEPTH I[S TO BE 18* AS SHOWN. NO ADJUSTMENT V) IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN E E IN IINCIMASE DEM. M 4'� 2" R CG-2QU IS TO BE USED I* ROVjtAUYSETNG THE Il WAL 18' MIN. 37' MIN. E VANCINUT LOCKING ASSEMBLY 11" MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8'. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1Z2" METER) NTS FIG. W-713 TD -15 350 345 340 335 10+00 10+50 "�5NEW WATERLINE PROFILE C87SCALE-- �1"=20r Horizontal, �1"=5' Vertical�� A1 DOOR HINGES 1 i y LIFT HANDLE L ----------------- TYPICAL ----------------- TYPICAL METER VAULT N.T.S. FIG. W -7A TD -14 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS TIIF JOCA1 STANDARD. A LENGTH OF BRANCH VARIES 6' MIN (270') 2' 10 10' 7 cu. rT.18" VAI VE BO 068 STONE 3 6'M I N 6' GATE VALVE ..4 8" X 6 - TEE I. 2500 P.S.I. CON RET I BASE AND IHR ST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE IS DISTURBED OR WFIFN 3/4' THREADED RODS 10 WHEN THE SOIL A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED IFIREADED HODS IN AUDION 10 POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALI SI.OPF AWAY FROM THF nRF HYDRANT AND VAI VF BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED 70 BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL SIDE VIEW .75' DIAMETER DRILLED EOLE FOR TOUCH REAID ITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 36' ALUMINUM ACCESS HATCH 355 350 350 3 345 45 340 340 3 335 35 330 V I:I:IMPRE;SI0N It 311' MALE PIP- C.XIPLKG :R A -ROVED -QUA- VTYPE SO=T COPPER DENI AL fl,liVICES OR UUtL 41,M111,41 A - KI;, 11�1,01A_Al IzD SlICIE FAIIIY I? AND IR�IGATC.'4 r.rRv,-r,,. TEE VOTE. =1_ V. sm ATr,)"TING;; DUA_ SERV -E V COMPIESSICV x :/4' MALE PIP= COJ-LI1411 OR APPROVED TOUAL —I' -Y=E W CO=P -R O FOR US= OK DV ACHED SINGLE =AM_� RE= DENTIAL Slip, CE IVIzRz All 11-4GATIC!, M=TE; is i3O-r PRC�IICED. SINC, = SFRVICF 1. SADC'LES SHALL 3E USED ON 'VC PIPE. I(/' I- R_0UI;[DI C13T IR'"11, 10 BOX CDIPC;SCTT-R V.hI:R _K A, ESSARY TYPICAL SERVICE LATERAL INSTALLATION NTS FIG, W-6 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2, 3'1' 5'0' 318, pe 3y 5'0' 3'8' 31 — 5' MIN. 10' MIN, 6' MTN. 4 5' MIN. 12' MIN, GREATERPROPOSALS THAN 4 WILL BE SUBMITTED. A1 DOOR HINGES 1 i y LIFT HANDLE L ----------------- TYPICAL ----------------- TYPICAL METER VAULT N.T.S. FIG. W -7A TD -14 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS TIIF JOCA1 STANDARD. A LENGTH OF BRANCH VARIES 6' MIN (270') 2' 10 10' 7 cu. rT.18" VAI VE BO 068 STONE 3 6'M I N 6' GATE VALVE ..4 8" X 6 - TEE I. 2500 P.S.I. CON RET I BASE AND IHR ST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE IS DISTURBED OR WFIFN 3/4' THREADED RODS 10 WHEN THE SOIL A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED IFIREADED HODS IN AUDION 10 POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALI SI.OPF AWAY FROM THF nRF HYDRANT AND VAI VF BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED 70 BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL SIDE VIEW .75' DIAMETER DRILLED EOLE FOR TOUCH REAID ITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 36' ALUMINUM ACCESS HATCH 355 350 350 3 345 45 340 340 3 335 35 330 V I:I:IMPRE;SI0N It 311' MALE PIP- C.XIPLKG :R A -ROVED -QUA- VTYPE SO=T COPPER DENI AL fl,liVICES OR UUtL 41,M111,41 A - KI;, 11�1,01A_Al IzD SlICIE FAIIIY I? AND IR�IGATC.'4 r.rRv,-r,,. TEE VOTE. =1_ V. sm ATr,)"TING;; DUA_ SERV -E V COMPIESSICV x :/4' MALE PIP= COJ-LI1411 OR APPROVED TOUAL —I' -Y=E W CO=P -R O FOR US= OK DV ACHED SINGLE =AM_� RE= DENTIAL Slip, CE IVIzRz All 11-4GATIC!, M=TE; is i3O-r PRC�IICED. SINC, = SFRVICF 1. SADC'LES SHALL 3E USED ON 'VC PIPE. I(/' I- R_0UI;[DI C13T IR'"11, 10 BOX CDIPC;SCTT-R V.hI:R _K A, ESSARY TYPICAL SERVICE LATERAL INSTALLATION NTS FIG, W-6 — 6- - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. .................... . ................. ....... ........... MIN. WIRE REINFORCING OR ................... ......... ...................... n., ..... ............................ .... .. ..... ............. 4 BARS AT 12" O.C. 0000.0'0:00'0.0'0.000.00.0' 0 0 0 0 0 0 0 0 0 0 # ............... ....... .................. C) 4" COMPACTED VDOT #21A I F1 I IllllHE E COMPACTED SUBGRADE D uMDster Pad Detail C 8 )Not To Scale .,A 4 4 e ,a___4" 3,000 PSI CONCRETE 4 A - 4D C) k) 0 Q Q 0000000000000000C,4" VDOT #21A BASESTONE 0 0 0 0 0 0 C>nonc n n 0 n n n COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED 2 --"\TYPICAL SIDEWALK SECTION — C8 )Not To Scale to 2 OF SM -9,5A SUPERPAVE l0000000000 0 0 0 0 0 0 0 0 ononononononn04_6" VDOT #21A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED �Parkina Area Pavement Section C8 Not To Scale TREATED WOOD GATES FIN15H TO MATCH 5LDG5 — — — — — — IF ELEVATION DUMPSTF-K ENCLOSURE 0 BRICK I lvv I I Full 1 DUMP5TER PAD 5ff 111 -TAIL IICI)I C)UMPSTER PAID PLAN DUMPSTER PAD ENCLOSURE DETAIL- Not To Scale 7 C<,2 0 NOTES - O C5 F - 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. L0 2. =TyLsEA�s A3 F CAST IN PLACE. PRECAST. EXIST;. -J PROP. — RADIUS OF 312 HAVING A FE%_ OR LESS GRADE co Of CURB) 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" E (15- DEPTH) OR INCREASED A� MUCH AS 3- (21- DEPTH) ORDER THAT THE BOTTOM OF CURB WITH THE TOP OF A COURSE OF THE PMAMTRLICTURE. OTHERWISE THE DEPTH I[S TO BE 18* AS SHOWN. NO ADJUSTMENT V) IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN E E IN IINCIMASE DEM. M 4'� 2" R CG-2QU IS TO BE USED I* ROVjtAUYSETNG THE Il WAL WZA\W��IrA E E 6 ff') _n i -i F- -I - CD C.) U .A - .A -.A - 8 U a- SLWACE S& NOTE 4 0) Cn M(1) BASE :03 :03 <x: (73 83 4" SUBBASE RADIUS 'A - U L) 7V2" SURFACE BASE ..4 - I ;.A - U_ 12" SUBBASE ACCEPTABLE §jWj1VE F CURB IS slam" 1119"Bea STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 LU 201.01 — 6- - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. .................... . ................. ....... ........... MIN. WIRE REINFORCING OR ................... ......... ...................... n., ..... ............................ .... .. ..... ............. 4 BARS AT 12" O.C. 0000.0'0:00'0.0'0.000.00.0' 0 0 0 0 0 0 0 0 0 0 # ............... ....... .................. C) 4" COMPACTED VDOT #21A I F1 I IllllHE E COMPACTED SUBGRADE D uMDster Pad Detail C 8 )Not To Scale .,A 4 4 e ,a___4" 3,000 PSI CONCRETE 4 A - 4D C) k) 0 Q Q 0000000000000000C,4" VDOT #21A BASESTONE 0 0 0 0 0 0 C>nonc n n 0 n n n COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED 2 --"\TYPICAL SIDEWALK SECTION — C8 )Not To Scale to 2 OF SM -9,5A SUPERPAVE l0000000000 0 0 0 0 0 0 0 0 ononononononn04_6" VDOT #21A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED �Parkina Area Pavement Section C8 Not To Scale TREATED WOOD GATES FIN15H TO MATCH 5LDG5 — — — — — — IF ELEVATION DUMPSTF-K ENCLOSURE 0 BRICK I lvv I I Full 1 DUMP5TER PAD 5ff 111 -TAIL IICI)I C)UMPSTER PAID PLAN DUMPSTER PAD ENCLOSURE DETAIL- Not To Scale 10+00 10+50 11+00 11 +5U SANITARY PROFILE ON TRAILSIDE COURT SCALE: 1"=20' Horizontal, 1"=5' Vertical 12+Uu 355 350 345 340 335 330 350 345 340 335 330 4 x 4 STEEL COLUMN 10+00 350 345 340 335 330 STORM SEWER PROFILE: D6— SCALE: 1"=30' Horizontal, 1"=10' Vertical 2 0 R Z �ZP W w Z Z w Z 0 rL_ Z D N 0 0) 2 cl N w < > -I -j > -I Z In w L 0 0 _j ff < 0 0 1 N U TIN M. SHIMP !6STII L N 4518) V, 7 0 O C5 F - L0 EXIST;. -J PROP. — GRADE GRADE co Y) E O V) E E E E _j 143.66LF - 8" SDR -35 @ 0.67% E E 6 ff') _n i -i F- -I - CD C.) U 10+00 10+50 11+00 11 +5U SANITARY PROFILE ON TRAILSIDE COURT SCALE: 1"=20' Horizontal, 1"=5' Vertical 12+Uu 355 350 345 340 335 330 350 345 340 335 330 4 x 4 STEEL COLUMN 10+00 350 345 340 335 330 STORM SEWER PROFILE: D6— SCALE: 1"=30' Horizontal, 1"=10' Vertical 2 0 R Z �ZP W w Z Z w Z 0 rL_ Z D N 0 0) 2 cl N w < > -I -j > -I Z In w L 0 0 _j ff < 0 0 1 N U TIN M. SHIMP !6STII L N 4518) V, Date 07/27/2015 Scale N /A Sheet No. 1 C8 OF 8 12.009 0 L0 Ln (n co Y) E O V) E E E E E E E E 0 o C-) C.) U 8 U a- 0) Cn M(1) :03 :03 <x: (73 83 C-) U L) U_ LU 0 E2 C:. N1 '1:-:4' rCR'l IO I 4 65• 0_'(=-4) 0 f'V C, Date 07/27/2015 Scale N /A Sheet No. 1 C8 OF 8 12.009