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Home My WebLink AboutSDP201900015 Plan - Approved Final Site Plan and Comps. 2021-06-15GENERAL NOTES OWNERS: TMP 04600-oo-oo-oi8E2 TMP 04600-oo-oo-oi9A2 (PORTION OF) HAUGH, CHARLES R & E J OGLESBY JR CROCKETT CORPORATION 435 PARK STREET 435 PARK STREET CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-o18E2 046-oo-oo-oigA2 (PORTION OF) D.B. 5492, PG. 476 D.B. 5150, PG. 40 5.45 ACRES 22.83 ACRES (7.029 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oi80003.i WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD (FH) OVERLAY ZONING DISTRICT NOTE: A SPECIAL USE PERMIT APPLICATION (SP2015-00025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY THE BOS WITH CONDITIONS. NOTE: HOA COVENANTS WERE RECORDED IN D.B. 5259, PG. 669, SUPPLEMENTED IN D.B. 5366, PG. 528, AND THEN SUPPLEMENTED AGAIN WITH NEW COVENANTS RECORDED WITH SUB202000043 IN D.B. 5259, PG. 669 ON 12/23/2019. TOTAL PROJECT AREA: BLOCK 8 - 25.907 AC (CODE OF DEVELOPMENT PARCEL AREA = 25.8 ACRES) BLOCK 8A - 8.55 AC (SENIOR LIVING FACILITY CURRENTLY UNDER REVIEW WITH SDP2oig-00026) BLOCK 8B-12.479 AC (PROPOSED WITH THIS RESIDENTIAL PROJECT) RIGHT OF WAY: 1. 2.23.8 ACRES OF THE BLOCK 8 DEVELOPMENT AREA TO BE DEDICATED FOR ARCHER AVENUE R/W 2. o.i5o AND 0.557 ACRES OF THE BLOCK 813 DEVELOPMENT AREA TO BE DEDICATED FOR POLO GROUNDS ROAD R/W. PROPOSED USE: iio MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) BLOCK CLASSIFICATION: BLOCK 8: NEIGHBORHOOD DENSITY RESIDENTIAL ALLOWABLE DENSITY: 51 UNITS (MINIMUM) To 154 UNITS (MAXIMUM) - 2 DUA TO 6 DUA FOR THE PARCEL BASED ON 25.8 ACRES PROPOSED DENSITY: 1io RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 813) 87 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8A - SENIOR LIVING FACILITY) DENSITY = 3.97 UNITS / 25.907 ACRES = 7.6o DUA (MAXIMUM ALLOWABLE UNITS PER VARIATION #3=2oo DWELLING UNITS) NOTE: A VARIATION HAS BEEN APPROVED ON OCTOBER 16, 2019,ALLOWING UNITS FROM BLOCK 4 TO BE RE -ASSIGNED TO BLOCK 8 TO ACCOMMODATE THE ADDITIONAL RESIDENTIAL UNITS ASSOCIATED WITH THE SENIOR LIMNING FACILITY. THE ASSISTED LIVING FACILITY UNITS SHALL NOT COUNT AGAINST THE MINIMUM OR MAXIMUM DWELLING UNITS IN THIS BLOCK. REQUIRED OPEN SPACE (BLOCK 8): CIVIC/PARKS = o AC GREENWAY = 5.1 AC OPEN SPACE = 4.o AC BUFFER = 4.o AC TOTAL OPEN SPACE REQURED =13.1 AC OPEN SPACED PROVIDED: CIVIC AREA: o.00AC OPEN SPACE: BLOCK 8A:1.8o ACRES BLOCK 8B: 2.76 ACRES BUFFER AREAS (ROUTE 29, POLO GROUNDS ROAD & BROOKHILL MANOR HOUSE): BLOCK 8A: 3..64 ACRES BLOCK 86: 2.179 ACRES GREENWAY: BLOCK 8A: 0.54 ACRES BLOCK 8B: 4.04 ACRES TOTAL GREENSPACE PROVIDED: 12.96 AC NOTE:1. ALL OPEN SPACE WITHIN THIS BLOCK SHALL BE OWNED AND MAINTAINED BY THE HOA, WITH EXCEPTION TO THE PROPOSED GREENWAY, WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY. 2. ADDITIONAL OPEN SPACE MAY BE PROVIDED WITHIN BLOCK 8A. BUILDING HEIGHTS: NO MINIMUM HEIGHTAND 4 STORIES MAXIMUM HEIGHT (50' MAXIMUM HEIGHT) SETBACKS: FRONT: 8' MINIMUM AND 25' MAXIMUM PORCHES: 5' MINIMUM AND 25' MAXIMUM SIDE: 5' MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF i8' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 6) REAR: io' MINIMUM AND NO MAXIMUM BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT= io,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 8B=9,76o SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING, MAY 2o18. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED. ARCHER AVENUE AND THE (2) SWM FACILITIES HAVE BEEN CLEARED & ARE CURRENTLY UNDER CONSTRUCTION. LIGHTING: ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENT TO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 8 SHALL BE DEVELOPED IN TWO (2) PHASES (PHASE 8A AND PHASE 813) RECREATION: A COURTYARD IS PROPOSED WITH THIS PLAN. IT WILL HAVE A OPEN GRASS FIELD FOR RECREATION. OTHER RECREATIONAL AREAS INCLUDE THE PROPOSED GREENWAY SYSTEM AND OVERALL CIVIC SPACES WITHIN THE BROOKHILL DEVELOPMENT. PARKING: (2) PARKING SPACES PROVIDED PER MULTI -FAMILY DWELLING UNIT - (i) GARAGE & (i) DRIVEWAY PARKING SPACE PER UNIT: iio GARAGE SPACES & iio DRIVEWAY SPACES TOTAL + GUEST PARKING: ONE (i) PARKING SPACE PER EVERY 4 UNITS REQUIRED: iio UNITS 14 = 28 GUEST PARKING SPACES + 220 PARKING SPACES = 248 TOTAL PARKING SPACES PROVIDED: 42 PARKING SPACES + iio GARAGE SPACES + iio DRIVEWAY SPACES = 262 TOTAL PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OFTHIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS PLAN SHEET AND GRADING & DRAINAGE SHEETS. FLOODPLAIN: THERE IS A ioo-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003CO28oD, DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS IN THE BROOKHILL DEVELOPMENT FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. THE APPROVED FDP PERMIT # IS 2o16o0004. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING & DRAINAGE SHEETS. NO RETAINING WALLS ARE OVER 600 LINEAR FEET IN LENGTH. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD TRAVELWAYS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH BUILDING UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. TRASH CONTAINER TO BE STORED WITHIN GARAGE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS (BLOCK 813): OPEN SPACE: 8.98 AC (51.7%) BLOCK 8B DEVELOPMENT LOT: 7.4 AC (42.6%) IMPERVIOUS AREAS (BLOCK 8B ONLY): TRAVELWAYS:1.33 AC SIDEWALKS: o.28 AC BUILDINGS/DRIVEWAYS:1.94 AC TOTAL: 3.55 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET 2. TOTAL PROPOSED UNITS: :no UNITS (15% OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 17 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 17 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAY BE IMPLEMENTED AT THAT TIME. NOTES: i. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.1.2. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODE 230 WAS USED FOR THE DEVELOPMENT PROPOSED iio DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 645 ADT (322.5 ENTER/322.5 EXIT) AM PEAK RATE - 0.44 VPD PER DU = 48 VPD (8 ENTER/4o EXIT) PM PEAK RATE - 0.52 VPD PER DU = 57 VPD (38 ENTERJig EXIT) RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LU 0 I z Lu oil a Ic o `, LU 2 v _Li m z ; _z w > I, w i I la, - � -----I I If i Submittal Type Reviewed and Approved by the Comml nity Devel pment partment Date (\� t � _ File#_'z;Jh�IJAO a - - - - - - - - F EjIlk _ -----------a---, Y Y-1t Y-Y-Y Y YY `r_'r j �t LOCATION OF HISTORIC MARKER I II FOR THE BROOKHILL PROPERTY I C� I �r I I I I � I I I I I I I I II I I I I I I I I (� II 20' WIDE BROOKHILL i •� :� HISTORIC HOUSE BUFFER SALAMANDER STREET - EXISTING PUBLIC ROAD ._-. - R/W - C i I I-* I I to a 0 I .W._ m O o. � a I I o: I (_c I i - I : ( i RI r)ry �, i - �- PROPOSED ROADWAY \ dUNDER REVIEW° -- ------ -- SUB2oi800ii5 BROOKHILL = BLOCK 8B FINAL SITE PLAN SDP2019m00015 BLOCK 4 BLOCK 8A APPROVED ROADWAY UNDER REVIEW SUB 2017001-17 Io - - - -® ® 0 ® 0 ` \ ® 0 l 0 0 o 0 0 / 0 0 o .) / 0 / i ,t " ® 0 / 0 0'® 0 \ \ 30' WIDE POLO 4" \ \ GROUNDS ROAD BUFFER R p'D .. 5 _fPJEal PG. Ro a63 NIDT�PU6CICR(w��% 000 l.t. o 0 0 o ® 0 0 i 0 o 0 0 0 0 / ® 0 0 0 0 00/®0 o b l 0 o 0 0 L_ CINITY MAP: R70 SIT S POLO GROUNDS ROAD SCALE. 1 = 2000 Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS iB PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 11 ROAD CROSS -SECTIONS, NOTES, & DETAILS 12 UTILITY NOTES & DETAILS 13 ROAD PROFILES 14 ROAD PROFILES 15 SANITARY SEWER PROFILES 16 DRAINAGE PROFILES 17 DRAINAGE PROFILES 18 DRAINAGE MAP 19 DRAINAGE CALCS 20 DRAINAGE CALCS 21 SIGHT DISTANCE PROFILES 22 LANDSCAPING PLAN 23 LANDSCAPING PLAN 24 LANDSCAPING PLAN 26 TOTAL SHEETS BUILDING NOTES.• 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT .71 EXISTING VEGETATIVE/LANDSCAPE BUFFER - - - - - - - - GREEN WA Y BUFFER - - - - - - - - PROPOSED EASEMENT, VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN & PROPOSED HANDICAP PARKING SPACE STRIPING ec PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) -------- 200--------- EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW 506.21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES MUMMMM PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 00 00 00 00 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COIININIUNITY DEVELOPMENT PLANNER/ZONING d If I ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 1t1 0 (C) � SCOTT R. LLINS�?, ,U Lic. No. 035791,E %;%_ 4/19/21 ��4� Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2, 04600-00-00-019B1, 04600-00-00-019133, and 04600-00-00-019134 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH Ai1TN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKE`1'T CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKPHLL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-0 19B1• and CROC KETT CORPORATIO - N tsthe owner of Ta x Iola Parcels 04600 P 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019133, and 04600-00-00-019134; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE L ND A CORPORATION is th e owner of Tax Map Parcel 04600-00-00-018B0 and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and 42 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, 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 proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. 'Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-0 7 for the u f ' 0 e purposes o addressing the fiscal impacts f 1 cts o development menu on the Count public e s ub c P P g P P Y P facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the f this Proffer 3 th number f units purposes oe o u is allowed by right under the R-1 .Residential zoning 7 is two hundred sixty-nine _69 single-family y ( ) g y detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such tinder Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit an prior t the issuance f for the 2 d p o o e ssua ice o a CO o e 70th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars 5 447.57 other - $ h r than a constructed For Sale Affor dable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such Linder Proffer 4. The cash contributions for each multifamily Market k et r t, Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable HousingUnit within th n e Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housing objective through av variety of horsing types, in cluding but not limited to foir sale units, rental unit s, , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 413 and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalifyan eligible purchaser For - Sale Affordable Housing Units. The one hundred twenty (120) day period shall corrtmence upon written notice from the Owner that the units) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) 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). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (I") dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50111) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50"') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards including, without limitation, VD f's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. u �ever d Co ect on. Pursuant toro ad plans appro ved b VDOT and a temporary Y construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berknuar Drive Extension. Until such time as the Comity determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current o e urrent 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 U Affordable Housing Unit may be increasedn a to three percent 3 /o . g YP P ( ) For purpose of this Proffer 4B, 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 413 shall apply for it 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 come first s fir (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 ofparagraph 4B. Inaddition, ' J 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 fill disclosure of the restrictions and controls established by this paragraph 4B. 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 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tenn, within thirty (30) days of each rental or lease terra for each For -Rent o Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement foir each such unit rented tha t shows the rental rate foir such unitand the tcrm f 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. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has riot been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to it parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to 31 086 662.86 if the e Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced f ' eahres shall be dedicated topublic use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer IG, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 f - eg g Ja nary o each year following the approval of ZMA 2015 007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") 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 for masonry walls in the Mid -Atlantic ("MST"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year g by a fraction, the numerator of which shall be the NISI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December I in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 NISI/2016 MST. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such fotnlula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of. i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) AshwoodB ►1 r ou eva d Connection and vi the Trail Network, (collectively ( referred to as the In -kind The In- Contribution").e Ktnd Contribution m amount shall "2 2 The In -kin Contribution a ou s a be $ 8,336,66 .00 e d 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 any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written e year after the date of y e n request by the County, but in no event earlier than one y � a issuance of the first (1") CO issued for a dwelling within the Project, the Owner shall dedicate to the County, b General Warranty D n l f l n for public y eel and without consideration, fee simple title to a parcel o land o a puub c elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph IC (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved b VDOT, and shall be dedicated to public use. All of the Road Im rovements shall Y P P be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwellingwithin the Project, the Owner shall dedicate to the Count an easement for J t, Y public use over the Greenway area, as shown on the Application Plan. Prior to the Cou nty's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 hconstruction f h l a ublic ark Services Department. At the option of the County, and in lieu oft e o a school, , public p may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eli -if bility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 O (It i 046 WsTT R. LLINS'Z U Lic. No. 035791,2�- o 6 ��ssIONAL E�� a' w w z z w H o w to z V) O (n w 0 Z 0 F- w O U 0 O ~p 3 H F- F- as U z z z C, � w w w N J Q 2: 2:Z � ¢ Z 2: 2:Q a v a aD 0 U U U U U ¢ Z 0 un to w (n (n v) o Ov c=i> > � ¢ ¢ ¢ z U Q w w w wuJ � u >— w co a- n. a- Q „�� Z Q 0 W r^� W Q Lu Lu rn . . . to VJ Ce 2:UJ w w w a a w m Q oC Q� C� 0Y Q w w cy- cn a o a W o U W w :3I..L LU �'n^ v1 H L a. V)'^ VI w E o > uJ 'D 0 I I I I I I I I to uJ 0 01 i O� N 41 O M N -i r i cy) MI N rl ri 0 U o U 0 0 E 0 c Cl?L9 N ,,,� > V) 0 d' M ° � t 1 1 1 0 a O CL o WN % V 1 ° 0 Cn J .D W L Q ' o Lu J f 0 — fy Q LPL_ _ 0 0 U U 7 0 W i0 U W 0 0 C:o in E 0 W CD z w ZW w z z Li {n Cn z J J o U w Q ° iv a Q Q. o0 Q irn V C)Cy. 0 U ° C)x 0 N Q) O � O w U D- o - JOB NO. 182150 1-20 V) V) SCALE ° -0 N/A° V) 0 SHEET NO. II o- WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018A0: By: ,�"A- CHARLES R, 11AUCII By: m } CZs,.�, ��a 9� .� Y 15 .PZABETII ANN OCLLf8gY I Ucx Date: OWNERS of Tax Map Parcel 04600-00-00-01800: CHARLES R. I -LAUGH, T US'I'E By: t _ DOUGLAS B. 00�F+�3BY TRUSTEE Date:' / OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A I, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: E + .rs,.G��..�6-,.,u _�✓',Oz..4.a �_r�.s, Ann O. Haugh, Its President / Date: W-U-e� OF, Z-01 g Page 9 of 10 U _ J ,n > ;r PROP45ED6o+ ACREHIGHSCHOOL SITEv, - TMP46->8B HORNELAND QQ ,� CORPORATION 0 �w4 TMP46-i8D CRAFTON CORPORATION f J` PROPOSED7ACRE ELEMENTARY SCHOOL SITE al { FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018B0: HORNE LAND CORPORATION, a Virginia corporation te"nI r Ann O. Haugh, Its President Date: OWNER of Tax Map Parcel 04600-00-OM18DO: CRAFTON CORPORA`l'ION, a Virginia corporation By: l L �wr C/. F fro ,�CtC;�azs.L Ann 0. Haugh, Its President Date: �" 7- Page 10 of I I ORDINANCE NO, 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-000U7 FOR TAX PARCELS O4600-00-00-018A0, 04600-00-00-01800, 04600.00-00-019A1, 04600-00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018A0,04600-00-00-01800,04600-00-00-019A1,04600-00-00-019A2,04600-00-00-019B1, 04600.00-00-0 L9B3, and 04600-00.00-019B4 (collectively, the "Property") is identified as ZMA 2019-00011, Brookhill Proffer Amendment ("ZMA 2018-11 "); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1D, I1-1, 6, and 8 of the Proffers that were t e Rio Mills Road connector - " du to VDO'T's fanned construction of h approved in conjunction with ZMA 2015 0 J e p road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived tire Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(l)(a); and WHEREAS, staff recom re commends n nds approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. * * * 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on Ju1y7, 2019. 7�allc -- Clerk, Board ofCounty Sup Or isors Aye Nay Mr. Dill Y _ Mr. Gallaway Y _ Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y _ TMP46-i6 4 ENTRANCE TO OUM1RRY i TMP45-58 ROCKYDALE CHARLOTTESVILLE PROPOSED ROAD CONNECTION QUARRY BETWEEN RIO MILLS ROAD AND BERKNIAR DRIVE TMP46-1BB HORNELAD CORP RATIION TMP45-6o ,-I TMP46-AD CRAFTON CORPORATION TMP46-IBB HORNELAND CORPORATION FINAL ALIGNMENT OF BERKMAR DRIVE TO BE CONSTRUCTED BY 2017 (PER VDOT Z00% CONSTRUCTION PLANS) TMP46-2BD CRAFTON CORPORATION TMP46-24A J: a Ro'.t-h4r�Mq a OWNER of Tax Map Parcel 04600-00-00-019Bi: BROOKIALL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, i'vianaging ,Member By: Haystack Corporationk---cGin�ty�,ilts M BY: AndrewPresident Date: -- _--_ l� z3 2d ! BROOKIIIIL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend ga" Manager By: r° ^-• Alan R. Tay or, is President Date: -- Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding e connector roa to e w le County through the Smart necessary to complete the d b awarded to Albemarle i e Y PY 9 Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Countopervisors Aye Nay Mr. Dill Y Mr. Gallaway Y _ Ms. Mallek Y Ms. McKeel Y _ Ms. Palmer Y Mr. Randolph Y l i j'"" �` Jjy- ean�5yfruycc� `� C,t`t�V i�S•7Y`0 `\ \ 'Sid'?' ,--" �.--.� Od ^o. ao OF t PROPOSED PEDESTRIAN'-`- i,} CROSS -WALK �,• � _ ^._ "�•_ s--, i �Ll'.. EXi57 WG TREE AREA a IFAILWAY CO CTI _TO TO f�1E!y^� N R YAE L fPMRAORPOC OVDOTR ENTS-SWPA� O C ETE 1 �pROPOSED STREET5\.1' L1!�' •" .. \\\ `^r AC4N`G CONNECTOR(t�AO, { Yir -<' PR OSED LNID`s F CO. ISTUiG OF EVERG ES ALO GCONNECTDR A 11 PATHif VYccM{ECSIjrR/,riy,� J v III FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT ORDINANCE NO.16-A(9) ZMA 2015-00007 BROOK11ILL AN ORDINANCE TO REZONE 277.5 ACRES FROM Rl-RESIDENTIA1, DISTRICT TO NEIGHBORHOOD MODEL DISTRICT (N1VID) FOR TAX MAP PARCEL NUMBERS O4600-00-00-01800, 04600-00-00-018AO, AND 0460040-00-01900 WHEREAS, the application to rezone 277.5 acres from R I -Residential District to Neighborhood Model District (NMD) for Tax Map Parcel Numbers 04600-00-00-01800, 04600-00-00-018AO, and 04600-00-00-01900 (the "Property") is identified as ZMA 2015-00007, Brookhill ("ZMA 2015-07"); and WHEREAS, staff recommended approval of ZMA 2015-07 provided that minor revisions were made to the proffers, Ole application plan, and the code of development; and WHEREAS, tare Planning Commission held a duly noticed public hearing on ZMA 2015-07 on August 16, 2016, and recommended approval conditioned on the applicant making the staff-recomrnerided revisions, as well as an additional revision, and such revisions have since been made. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2015-00007 and its attachments, including the proffers dated October 13, 2016 and signed on October 21, 2016, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2-2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2015-00007 with Ole proffers dated October 13, 2016 and signed on October 21, 2016, the Application Platt dated June 15, 2015 and last revised September 16, 2016, and the Code of Development dated June 15, 2016 and last revised October 13, 2016 I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of -Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a regular rneeting held on November 9, 20I6 Q Cler�ofCounty Superv'. s Ave Nay Mr Dill Y - Ms. Mallek Y _ Ms. McKeel Y Ms. Palmer Y _ Mr Randolph Y Mr Sheffield Absent RESOLUTION 'T O APPROVE SP 2015-25 BRO01MILL WHEREAS, the Owners of Tax Map Parcels 04600-00-00-01800 and 04600-00-00-018AO (collectively, the "Property") filed an application for a special use permit to permit grading activities within the floodplam that would expand the floodplam limits, and the replacements of culverts within the floodplain, on the property, and the application is identified as Special Use Permit 20I5-00025 Brookhill (SP 20I5-25"); and WHEREAS, on August 16, 2016, after a duly noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2015-25 with staff -recommended conditions; and WHEREAS, on November 9, 2016, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2015-25 NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2015-25 and all of its attachments, the information presented at the public hearing, and the factors relevant to a special use permit in Albemarle County Code §§ 18-30.3 11 and I8-33 8, the Albemarle County Board of Supervisors hereby approves SP 2015-25, subject to the conditions attached hereto Ott I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero as recorded below, at a regular meeting held on November 9 2016 Clerk, Board of Count ervisors Aye Na v Mr Dill Y _ Ms. Mallek Y _ Ms. McKeel Y Ms. Palmer 1' _ Mr Randolph Y _ Mr Sheffield Absent �f \ ,F �e s d t" PHA SEIINTERSECTION IMPROVEMENTS _ i ;,s. ( �� ,• a .v, �, � :,, COTiSTRUCT(1)NEW WESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH 375' OF STORAGE. EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD .• 11+ 1 c PHASE II INTERSECTION �o T'a � _ 'T'4 FROM 5.'OF STORAGE TO 2oo'OF } STORAGE. IMPROVEMENTS c' ° ""�. CONVERT RIO MILLS ROAD TO ` + RIGHT IN I RIGHT -OUT OPERATION_ INTERSECTION 2 t S CONSTRUCT ASOUTHROUND ROADWAY, PROVIDNG(1) LEFT-TURNAND (2) RIGHT -TURN LAN E. CONS TRUCTAN EASTBOUND PHASE III ROADWAY LEFT -TURN LANE ON POLO IMPROVEMENTS GROUNDS ROAD WITH 150 FEETOF STORAGE J .,.�. INTERSECTIOrl3 7' CONSTRUCT A RIGHT -IN IRIGHT-OU ROADWAY ENTRANCE TO ROUTE 29 CONSTRUCTA NORTHBOUND H' RI \ G PHASE 11 ROAD WAY IMPROVEMENTS TURN LANE ONUS 29 WITH zoo' of PHASE I INTERSECTION , (nZ STORAGE. IMPROVEMENTS ! 4� PHASE 11 INTERSECTION IMPROVEMENTS 11 A/ IPiiER5ECTION PHASE 1 ROADWAY IMPROVEMENTS / CONSTRUCT NORTHBOUND 3 ROADWAY TO PROVIDE(1) LEFT e't J TURN LANE&(2)RIGHr-TURN LANE •-• /• „9" ;f • RESTRIPE PAINTED MEDIAN To PHASE IV INTERSECTION f * PROVIDE WESTBOUND LEFT -TURN IMPROVEMENTS / LANE ONASHWOOD BOULEVARD kfD Ni,'�.RO ... '9r� } '• WITH tw'OFSTORAGE. RESTRIPE EASTBOUND ASHWOCD Jn�, BOULEVARD APPROACH TO PROVIO t1}RIGHT•TVRN LANE POLO GROUNDS ROAD" _ - „tr - PHASE IV INTERSECTION ," �. r� �"•� �, �' �� T, T'�S•J IMPROVEMENTS INTERSECTION CONSTRUCTSOUTHBOUND ROADWAY toPROVIDE(i)LEFT- +t rn, PROVIDE(I)LEFT- PHASE PHASE IV ROADWAY TURN LANE AND W RIGHT -TURN a MPROVEMENTS IMPROVEMENTS LANE Y4 CONSTRUCT AN EASTBOUNDLEFT• \'�4''-� • TURN LANE ON POLO GROUNDS ,,r �`�.'•� ROADWAY WITH S.'OF STORAGE 3 M GURU A: BROOKHILL TRA F C PHASING PLAN77 - - RESOLUTION AUTHORIZING THE COUNTY EXE CUTIVE TO SIGN AN APPLICATION, SUBDIVISION PLAT, AND RELATED DOCUMENTS PERTAINING TO TAX NVIAP PARCEL 0405-00-00-001CO WHEREAS, the County of Albemarle is the owner of Tax Map Parcel 046135-00-00- OO1CO, a piece of located at the mtersection of U.S Route 29 North and Ashwood Boulevard (the "County Parcel"), and WHEREAS, the Places 29 Master Plan depicts a road through the County Parcel providing a connect on between the lands to its south being considered for rezoning under Zoning Map Amendment 2015-00007, Brookbill ("ZMA 2015-07" and "Brookhill"), and WHEREAS, pursuant to Proffer I (C) of the proffers offered in conjunction with ZMA 2015-07, the owners would construct a public street that is referred to therein as the Ashwood Boulevard Connection across the County Parcel, and WHEREAS, in order to create the public right-of-way on which the Ashwood Boulevard Connection would be constructed, the County Parcel must be subdivided, and WHEREAS, when its construction is completed, the Ashwood Boulevard Connection will benefit the County and its residents by providing an important multi -modal interconnection. NOW,'THEREFORE, IT IS RESOLVED, that, if the Board of Supervisors adopts an ordinance approvmg ZMA 2015-07, the Board authorizes the County Executive to sign on behalf of the County of Albemarle any application, subdivision plat, easement plat, deed of easement granting a temporary construction easement, and any other related document required in order to subdivide the County Parcel to create the separate parcel on which the public right-of-way for the Ashwood Boulevard Connection may be constructed. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of five to zero, as recorded below, at a meeting held on November 9.2016 Clerk, Board of County rvisors Mr Dill Y - Ms. Mallek Y Ms, McKeel Y _ Ms. Palmer Y Mr Randolph Y _ Mx Sheffield Absent SP-2015-00025 Brookhill Conditions 1 Prior to final road plan approval or permitting of a land disturbance in the floodplain, the applicant shall obtain from the Federal Emergency Management Agency (FEMA) a Conditional Letter of Map Revision Based on Fill (CLOMR-F), and prior to road acceptance, the applicant shall obtain from FEMA a Letter of Map Revision based on Fill (LOMR-F). In addition, the applicant shall copy the County Engineer on all correspondence with FEMA. Construction of the road shall be in compliance with approved road plaits and the FEMA approved CLOMR-F 2 Any residential or commercial lots and associated streets (public or private) resulting from the subdivision of tare Property, with the exception of the stream crossings, shall be located outside of the 100 foot stream buffer (as shown on the Brookhll Special Use, Permit & CLOMR Plan, Existing Conditions, Sheet 2, last revised 6/15/16), the Flood Hazard Overlay District, and preserved slopes on the property Approval of i Agent approval. oval. ct t Subdivision 11 be subject o buffer shall g Pp stream buff lots locat ed within the J i r •, p,Glt-i1, SALAMANDER TUNNEL NOTE: POLOGROUNDS ROADWAYAND LANE CONFIGURATION AS SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE APPROVED TRAFFIC IMPACT ANALYSIS AND FINAL APPROVED ROAE 0- FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT Fir O C7t SCOTT R. LLINS'� O 1`- T U Lic. No. 035791,1 ��,p 4/19/21 �10r s a i �� 0 3 T C 7 n 3 n 7 7 T 7 _7 J 7 n 0 0 r E 0 c 0 ai U C 1, �- �`J' � j ' L3�� \ GENERAL NOTES: 04 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL LLQ (CURRENTLY UNDER REVIEW) BROOKHILLAPARTM NTS, H 0 14/ SUB 2o:i8omiS Y -B. 5707, DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT D PG. �4.8, j jr PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO D. B P_G' -oo- B FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. < 5133 17 TMP 04600 9 5 C� y 445 AREA: .049 ACRES ROAD 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. APPROVED STANLEY MARTIN CCO ANIES LLC SCOTT R. LINS�?, U Ldc. No. 035791,'I�- B 203-700117 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL '/UNDER SU INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF D.B. 5011, P 7 0 $ 4/19/21 ZO' AC$A WATE UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, VARIABLE. WtDTH PUBLIC 19 U B. 5371, P EXISTING PROPERTY EASEMEN�,T —ro A/ SWM--FACILITY EASEMM7, AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE LINE BETWEEN BLOCK DB 51 -6715 l 21, PG.644 CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION ONAL 8A AND BLOCK 4 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY _u SEWER, STORM SEWER, AND WATER -SERVICE PIPING; N 24.0 J_-�A4:L "Z, V4 Vy UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE p TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES i.83"W 73.S92' CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED 4((; r J DJIU 1/4 3 'Y -v ... YI-)Z SERVING THE PROJECT SITE. (n 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING 10.56'(TIE) WATER LINES ON THE SITE. Lu U) 5. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS /F z ga Lu RECORDED IN DB. 5121, PG.689-701, �. ��: � ",;� (10 PROPOSED BROOKHILL / , * - %�� 2: 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE U 2: EXISTING ROUTE 29 uj P LIIVII 1 0 -688. BLOCK 8A SENIOR LIVING FACILITY OF OPEN SP NCE PARCE ... T u 0 2: RECORDED IN DB. 5121, PG. 676 BUFFER ON TMP46-igAi VARIABLE WDT14 0 57 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED (CURRENTLY UNDER REVIEW) Ln U) Ln UBLIC STORM/' 1-- 0 > 0 RAIN EASEM�NT SDP2019-00026 PLANS AND MAY NOT MATCH THE CURRENT, EXISTING C-6 U Z 2- o.95o ACRES B.�!� 44-E Lu Lu Lu P7 7 _j zz Z 2: 2- > TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY 0 AREA: 8.55 ACRES UNDER CONSTRUCTION. OPEN SPACE F C-6 u 0 0 0 0 u u u 30 J5'35-14"W 41-132' u 1-947 AC. u Z V) CID r— Lu U) U) Lu Z =) L-ANDSCAP-E LOT'A' C) U-1 < U TE D.B. 549)2, PG. z u 0 '100' PRtVA 83 EASEMENT 0 u [b -AE -DR.5121,- PG-644-675,� uj ED < RESI DUE OF TM P 46 -Fl cb, EXISTING PROPERTY LAND RESERVED �QR > DEDICATION -UPON DEMAN[ 5-45 Lu < -LINE - SUBDIVISION C� M M m Lu �—q _j Lu > > �> VO N 0- LU UJ FROM��HE COUNTY.,,., D.B. 5492, PG- 483 r 4 AC. RCEL LINE BETWEE TMP 04600-oo-oo-oigAi ------ (1 148) uj 'TMIP 46-3.gAi & 46-i9A2 < uj CROCKETT CAORPORATION 4 Lu > Lu Lu -,,AREA: 2.17 AAREA: 5.521 AC S U) LAJ DB 450, PG Lu > (n Lu 35-1�!'VV 16-108' -5 -40 25' PUB IC --STORM C?w DRAINIASEMENT > Lu -6751-- NBY47 B.5121, P-G.644 S5 112o'LANDSCAPING BUFFER AROUND BROOKHILL HOUSE PARCEL SWM--FACILITY r ASEMENT SBS-46! Y'j '688 DB. 5121, PC �7 U46' u S30 9 SANITARY SEWER T 0 Lu EASEMEN T—i `,D M '0 C) 011 6v T, VARMBLE WIDTH PUBLI'_� SWM CILITY EASJEMENT A=11.45,p6 __FA, DB . 5121,,PGt`64,4-675, BROOKHILL EXISTING STORM SEWER ALONG ARCHER AVENUE SHALL TY SWM FACILI REMAIN& BE MODIFIED TO THE NEW ENTRANCE LOCATION WP02017-00037 BLOCK ig EXISTING ROUTE 29 0 REPLACED WITH BUFFER ON THE y STING ENTRANCE TO BE DEMOLIS EXI A NEW ENTRANCE. NOTE: THIS WORK WAS PERFORMED > BLOCK 8A PORTION .7— A, WITH THE MODIFICATIONS TO ARCHER AVENUE. OF TM P 46-3.9A2 XISTING BROOKHILL HOUSE �O' A�SA WAFER , 7� o.690 ACRES PROPOSED GREENWAY �,EA MENIT 0"W 53-uuu PROPERTY BOUNDARY (TYP.) S169 49'15 5.64"W 04 R TE 2j EX15TING PRESERVED-,- 3..00Q EXISTING ROU STEEP SLOPES (y) 41�4�j 2 -u OFTMP46-i9A2- L E S e"W 8 8 _E5 R i.8o ACRES L / I " S2i 33' HAUGH, CHARL N A :i 8A=o.54 ACRES CY5 EASEMENT WITHIN OPEN SPA 97 CE I IVIR-64600:-oo-ob BUFFER ON THE BLOCK 8B PORTIO LIMITS OF FUTURE GREENWAY YJRT .. ... ui -APPROVED FEMA 0-954ACRES D.B.-� P-(:��b3b,/ TO BE DEDICATED TO, ALBEMARLE COUNTY PER CD ioo YR FLOODPLAIN REA: 1349�(�QRTJGNGF)" 0) FDP ZMA2oi8000li PROFFERS AC (THIS BLOCk) NUMBER 2oi6OOOO4 -045 �(6) LI MITS OF SUNNY DAY 3 .... ...... SED HISTORIC BREACH INUNDATION' Sjj"L J� 'A=ii 1�74 1 HOUSE BUFFER Of, PROPO ZONE' (0.386 ACRES) D.B. 5492, PG. 483 L=17 K 7 SPACE B > BROOKHILL LIMITS OF OPEN SPA CE PARCEL Ul 3 PROPOSED OPEN 590 LLf XISTING PRESEOEb\ 0.07 ACKE�) STEEP SLOPES PORTION OF PROPOSED `49 11E 81 �2:fo 42 0 ENT TO BE RELOCATED WITH THE SANITARY SEWER AND 2o'EASEM 61 TEE�SLOPES Fs BLOCK 8B LIJ U. 0 EXISTING PRESERVED' 0 ry D F DEVELOPMENT OF BLOCK 8B 00 0 u A -TO BE RE-ROUTED PROPOSED GREENW Y TMP 04600-oo-oo-oiqp�,.z EASEMENTW (D A ITHIN.1�77. d4. LOT'A' TMP 04600-oo-oo-oi8E2 p U) ACSA WATE 5-454 AC. L=�58 LLj ;�PROPOSED P N .375, R= 2al.!)UP Lu x 0 E -483 20' ACSA WATE D.13 5259, PGfi D.B. 5492, PG JRT �64 & E J OGLESBY B.-51.6 "PG. 235 RESIDUE OF TMP 46-AE D. HAUGH CHARLES R / BROOKHILL TOWN CENTER LL( BLOCK 813 4.04 ACRES B D .13.5i.So, PG.40 -AREA: io.614 ACRES D.B. 529S, PG. 636 E 0 PTJ � i,/ A 2.-7697 (EXCL SID E N U E) �SIVE OF ARCHER P -1 - 370 0.79 A ZES EXISTING BUFFER ON , I I I PROPOSED OPEN �T I BASIN/SWM FACILITY PROPOSED WITH SWM ACCESS AND 0 BROOKHIL L VSMP PLAN TO BE j"EASEMENT TO BE RELOCATED WITH THEBLOCK813 SPACE A ul PORTION OF TMP RELOCATED WITH THIS SET OF PLANS Lij o.64 ACRES 'LIMITS OF OPEN SPACE PAR E WPO-2017-00037 0 -:: ... -(- - " / ' Lij 0 46-i9A2 MODIFICATIONS TO THE FA"ILITY -168 1.490 ACRES L TbR ESERkO �iF6R,; F� i '10/ -VARtA�Bt jpTH, PRI)_A EXISTING WETLANDS- D�DICAJ`ION UVON ;DEMAND MAIkTENANCE EA��Y�ENT �ROM THE COUNTY _6' INTERMITTENT STREAM (FOR- IMPLEMENTAI]OK _Q LIMITS OF OPEN SPACE PARr- 6' 6 SALAMANDERC�QSSINGV__�_" 0.557 ACRES, OF TMP--,46-'19A LAND "HEREBY -(�.B.'510 OG- 1418) S31'3 9 3 PEA: 217;A UtJLI(, RESERVEDTOR�FUTURE DEDICATION TO CRE$ "USE UPOIN DEMAND Br THE' COUNTY INTERMITTENT S'I REA 0 -ACILITY EASEMENT -5121, PG.644-675,,' NDB. 17 N62 0!_ p -VARIABLE WIDTH PUBI -�A -V BLE WIDTH �P_UBLIC ..,BASIN/SWM FACILITY STRUCTURES fVAR� BLE,'i 0 DRAINXASEMENT QFE 146:1 -5 51"E* - ROPOSED WITH BROOKH ILL VSM P PLAN EXISTING MANAGED -675 S AIN EASE 44 83 STEEP SLOPES 0 )�G.644=6_ TO BE RELOCATED WITH THIS SET OF PLANS' 0 EM '71' D ; , u� *& 74 .777,.777 �7:7_777 7 3 eA* Now v- �AS ENT . .. . ... .. .... I ING WETLANDS: ..... ... EXISTING p 0 vi . I PROPERTY LINE U.644� V:vv PARCEL,,,<,��.�� EXISTING 30' LANDSCAPING BUFFER Lu ------ 17 U . . .... ......... FA FM N 0 �.jy "I ------ 1-947 AC. IN 0 VARIA 2� VAR IAB _E'W6fH`_ 0 u DB.51�1,��G.644-67 -4 0 5 .... D.B. 549 2 P G 8 �3 PVBL]q �". , v &. I ..... .1.1.1 1 � I Lu MAINTENANCE EASEMENT D (FOR IMPLEMENTATION OF T EXISTING SANITARY SEWER AN LLJ o POLOGROUNDSROAb 0 EXISTING POLO m 0 20'SANITARY SEWER EASEMENT 20!: 32 9.61' SALAMANDER CROSSING) GROUND ROAD BUFFEF' VANI JBLIC STATE ROUTE 643 (D.B.481 PG.263) .. .... JOB NO. L 3.75'(TIE) -R=g7,6.5oo N21*03'38"E AOLE WIDTH PL 0-3o5 ACRE 0.557 ACRES OF TW_46-19A LAND'- L='148.5oj, 33 . . .... EXISTING POLO 0 5 1 ORM DRAIN EASEMENT D FOR FUTIJRE . ..... .4, E�;5Z�,-tG.644-1575 182150 S83'43'55--E7, 0 qb 0 ....... bu BY THE COUNTY uj GROUND ROAD BUFFER 0 0 DEDICATION TO PUBLIC USE,UPON bEMAN -GRAPHIC SCALE _D S `y -y 0 0 0 25 .7v. 0 0 4T 0 y 'r 0.536 ACRE _y so '1001 -��ryy-y-y"y Y Y-y L L _�S 104.! =50' VARIABLE WIDTH PLIBCIC � N'DRAIN' EASEMENT 08.5121, PG.644-675 0 LIMITS OF SUNNY IN FkET DAY BREACH 0 0 29 SHEET NO. 0 0 INUNDATION ZONE L \23-47 =484-500 1 inch �50 ft. .09i 0 VARI�B 1 WIDTH PUBLIC, 0 58 4 S8 '38'43"W 0 77 \STORM., DRAN EASEMENT- 5— C OO OO 0 OO 0 00 O Oo 00 00 OO 00000/00000 a 0 / ° o / 00 Oo O POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W _. ,_ \ J F l / �_ \� �� ' ��% /� �` / o /` / r ' TH O �' r/ ' �� / /Z �, ;`_ I / y . �, / / PROPOSED GAGE (TYP.) -1 l / f� 1 /1� , i t NOTE: A Zo BROOKHILL HISTORIC HOUSE B FFER / :/ / /" / / / `. / ' O \t �� f i� l� STOP SIGN (TYP.) / PROPOSED / ,/: / / ROLLTOP CURB "' / /`'' ' ' / r' SHALL BE PROVIDED ALONG THE BROOKHILL SCOTT R. LLINSZ / / / ,` / YY , - �Y r ter' �Y� - y -YY_Y� HISTORIC HOUSE LOT. THE 20' BUFFER SHALL BE U Lic. No. 035791 �' �` TIE IN PROPOSED CG-6 TO s / / `' t. / m I I ® I I ® I I ® I I ® I I ® �`Y"f r .. Y ,Y.. �\ j EXISTING CURB & GUTTER �1 ' -� EXISTING UNDISTURBED BUFFER OR REPLANTED MATCHLINE - SEE SHEET 6 4/19/21 1 \� �` PROPOSED 6' PLANTING STRIP (TYP.)ll.. ` NEW LANDSCAPING BUFFER. o�, �� PROPOSED STEPS' r (. I. ° / DNAL a 7/..�—ff ... ROPOSEDVDOTSTD. CG-6`= i1. �`-. HISTORIC BROOKHILL / / �� ` `�. „�, 251. .1� . 2 STOP/ N . .....TYP..... / f _ , � ,,'� _.,t {, Jt� �ti ,`._�` ---� .� .{ �� , � t,. HOUSE PARCEL ; �- �f TIE-IN PROPOSED CG-6 TO ti .. ' , . �,- � � � �� .� '� t / / ' EXISTING CURB & GUTTER i ;4'° - �i ! .\... { ✓�`r � �.,_�11_ / \ / STREET SIGN (TYP.) Tq y, 1 C .� / / / �� ? 90� .. NcF`Z . , ter\ � l r�,� % ~\ w h l� �, a 9yi ?. .. � PROPOSED VDOT STD. CG-12 (TYP.) ) __1_,( / ,r � / /l t h /' // +� Z ! �� ,, R �.. STS GT. • C \ `1. ,L` f�` � -J- ( NOTE: INDIVIDUAL SIDEWALK CONNECTIONS I + %l i 1 PROPOSED 5' CONCRETE SIDEWALK LAND E PERMIT 9 /� / (TYP.) ( WILL REQUIRE A VDOT USE r' �� z /��r 20 N \ �� ) PRIOR TO ANY WORK WITHIN THE R/W. / �-4, t l j / / I—>w , i / �,.. ° � PROPOSED VDOT STD. CG-z �-� 1� ! a l r` R '� PROJECT BOUNDARY (TYP.) r Y / / / [ . pp' ' '\ -� PROPOSED WALLS / / i PROPOSED 3' CONCRETE SIDEWALK / `' %STREET OIj .. .. (M . HEIGHT = 6') hi (�/! `; �, r / // AX Y � j / . �p TFy.. � �� f ° ' l / .. rI - SIGN �11 � ... ... !r/ C/ {J r' /l . ! �t ,/ // PROPOSED CONCRETE SIDEWALK ( o qT. �COPEN SPACE PARCEL.. -� 5 , TYP.) r ... F�:::��6�r_ / l ! /l 11 ;' (a (l. l -=�_ r � :.. �Q \ D.B. zPG. 8 j i �f ,� { / �� l° Jl' z5'FRONT MAX. /// _, PROPOSED VDOT STD. CG_12 (TYP. T5. �9(!�c;y k 549 �.... 4 3 _zo,--� {' / / . 1� SETBACK (TYP.) �i----,9Y .. .. /OF l l r /+ , it w� ' ' ' . \� \ STOP yOUs lj,y / ! c, PROPOSED STEPS (TYP.) /� SOP '... S y �. .. pgFB FK/y/ / / // " 6 ' SIGN C/,c 'y i 1 I ;I ( Q (-___i .. / ,, �.. T / TYP. s FR /H/Sr :. LIMITS OF OPEN SPACE PARCEL / I / �� - r SIGN ST ( ) \ 4g? (0,3 OR/ D.B. z PG. 8 / ;ll ( (I j/r `�' -- 1 r /G. 9b \ p�-, 9q C : 549 , 4 3 _ r . r (TYP.) HT ' ' \ �' - 48 (J / .,_/ ,PROJECT BOUNDARY (TYP. f ,` >, �__ I ... �'.'..'. r / .. a' " rq a8 NOTE: VISIBILITY OF ALL MECHANICAL ) j'" , tll1 / i j 0 `' � GF; � \ PROPOSED DITCH BEHIND UPPER WALL j N / J ..� ?Qo :'. EQUIPMENT FROM THE ENTRANCE yJ'� t (/jI f 1 aW7� 1 ( ..j i ra I ! " (I� - .. ... ... , ... _ , ,, " ~ CORRIDOR SHALL BE ELIMINATED -- I r I r STREET SIGN (TYP, y11 -� i - �� ji i ,r f-- r r t ... .... .. Nq / / (I t I' , t? n. _ i .... / . PRIMARY ENTRANCE (TYP.) �8 . \ RFp R'q< /./) � U � m / 1. z ; ry � � I ` � 1----___ .... ... .. .. 8;p.. � �q UN� . J _ J ;�/ (�jl __ � "ate 1'(j j' I � -J ~-- 9 i rr PROPOSED b Y ... w. ....... _ . \__ TF61Zg/''eF .. / � I(, ' cL ' r ! ___ '.'.ROLLTOP CURB NO / / �� / l 1 1 f� o. 4 N ! - ___� j i I ,, i ,�... \ ��` �O'gpFg��F / / i -..a.. ti� \. �E �'O / l J,,, ' G t�� i` ( ' _ / PROPOSED GARAGE (TYP.) ; Cam% � ^y.. .... S/Gy - 4 ..... (/FFF /� :. / / 1 �L'/�� t 1 11�+1 ; 11 i ' ; i ... --_�__ v'NCE'17o' ��.. \�. \ R1. / J , r . STOP SIGN (TYP.):. pR + x �� ' ! °� I . ' _ l �(l` m .g, Op.. wr l 11 i 4 FP �D. y .: i r r w .� r t ' Iltt.0 � � a; : .. I F-> � , Q ,. � � �VqT C~� \, TRANSITION FROM ROLL-TOP CURB TO CG-6 CURB & PROPOSED ROLLTOP CURB I �.Q ..... - 'q ,! F j . \ � ..;�`..... , ) G 1 �..... r._..,....,, J I.......... I GUTTER FOR DRAINAGE INLET ALONG WESLEY CIRCLE PROPOSED WALLS --I . . p F� (MAX. HEIGHT = 6') r /Owl:.: r-j- C y� y. .... \, / _� 1 ' ,I---_ 'C Jh .. r i /y� t_ .. . ... , 2O .. \ Ir�' ` . -- Q .. - _!-----/ �.l { .. ... .. `-- Z- i i i R r _ N- I ( (/ 1 ` - ---__ ; ..... I �.� r M 19 PROPOSED ' CONCRETE SIDEWALK / -_ PROPOSED GARAGE (TYP.) S M/N \ i 11 _ . 1 . . I r .. .. i � ; ; i r(' I PRIMARY �NTRANCE TYP. i O.p.. I .' ... .'.... - �_ ! O K I -- 1 ! PROPOSED' ROLLTOP CURB ! s:...... . 1 ) 7 � I , .......PROPOSED STEPS (TYP.) Ilp ) — !, I' �' �'`-i I a ' - � )) l i �V%C - ( PROPOSED`PARKING SPACES ? .I R (' I' ! I 0. '% Ij I'v �! `74) ...I.......F�. o...G. �...-q � � :/ \ 7 ^� ( I( '� -8 '' i ' ' , i { /� 12 /' /' VG PROPOSED CG-z CURB (TYP.) ...I .... �.:. \ ,-� -It. (' PROPOSED STEPS'+ I TRANSITION FROM ROLL-TOP CURB TO CG-6 CURB & " v% , / ``` �- ) f,- \. I I GUTTER FOR DRAINAGE INLETS ALONG NOUSH COURT �S \ -- -- v I� I ,, / PROPOSED 5 CONCRETE SIDEWALK .. f 4- i 11 j� N I< 2' ; / PROPOSED VDOT STD. CG-12 (TYP.) J / � -1 41 (" I I I .. ,' e.' .E�. El A. i t / _, I I , ' ,, � )j ( L PROPOSED VDOT STD. CG-1z (TYP.) I 11 4. PROPOSED I .. (TYP.) . ...... ... �.... .. __) l �. . Ir� ( '----- I ,i` z . . ROPOSED MAIL KIOSK .. ... .. .. ... � 6. ... /." J �1� i p �i' I .�.... , r� F'IC-FCC. � h ..... 1 "_1 'l jl ( ; !" I A.: . I ".Ck PROPOSED 8' FRONT f1--------- ----- j--------- .. .. , I Q D 6' CO 4, �Q ..?o' .) R J -� r PROPOSE NCRETE SIDEWALK' I .. 6 ... / °f MIN. SETBACK (TYP.) ( i i ..... , ... ---- r- (10) PROPOSED , ti 1.yw . Ty.... ... �.... -C I I r I a.'.. PARKING SPACES �° °t II ( � I ' ----� ---- I ..... i �Y ,.;_;..W COURTYARD (4) PROPOSED PARKING SPACES r . ..--------- . z, 1 . g. 0.2o AC PROPOSED �. y �( �� + I . .. I .--------------- �.... . .. .STOP GARAGE (TYP.) / , 1-J I ( ------------- I i 1 PROPOSED CG-6 CURB (TYP.) �'-�. Via. LFLI� .. PRIMARY ENTRANCE (TYP.) P D / .. 1 (* 11 1 j �� ( I I , I .... I ----� h I- 3� SIGN P i { A I .. TYP.) / �i l )I j j. i .. .. I ---- ... .....W rQ't �o�. �.... .. (1o) PROPOSED PARKING SPACES r ` i l �., J it I� t I �----, , 1 PRIMARY ENTRANCE (TYP. � N . > ...,�� - � 1 Q j ) . ' {; +( f ' I ----- PROPOSED ----------- o. W r ROPOSED CG (Y� 9� H . /i S 1 / �, ( ri I . . ... I I - �..p..... .o.R... `', 6 T P.).. ro �� --- ROLLTOP CURB ... ti. �. _ r I 1--------- I--------- I I I .. W .. -� ..... .. .. 01 / .. 1-4 �... /. 1 > 1. ... , Ln .. .. /. } ( 1� 1 PROPOSED. C� ji ', ! +1 I ,, I .. I I ----- I .. .. O ... �Q � /� LIMITS OF OPEN SPACE PARCEL I , J t Vr + - i I .... ..... I ----; (� .... .a ,"'- �� s LOT'A' �'� ROLLTOPCURB / ..� . 4 (! I� 11 I I � z I � � .. � "tv_,a � D.B. 5492, PG. 483 , I r ` ' / r ----- I 18 (TYP.) D.B. 5 gz, PG. 483 Q 'c,, C'F... I! r---- I , L/ (,�, 4 ---- I / t I 1;� ) ' - ... - ----- }------ F/C-F/C I -------- _r . `r_ y- ��* a { ` _ J /` - ��mQ :.. 4� . �- --- z J (! r1 I f I r----� `� �... - .......I _ ; <va . t (. N PROPOSED WALLS "" ' I Q I . E (MAX. HEIGHT = 6') ---- ... .. ... . °, + I' 1 m ; ---- �.. i ..... ... I . ; J .. f ! .. / XISTING PROPERTY LINE(TYP.) II I ! ( I ----- 1 (y ... ..... r ...... r '/,, ��m / o REAR SETBACK I I I - r — .. R / / r ! 1i ---------------- 9 ' uJ /........ ( Ii i ( �+ ..... , PRIMARY ENTRANCE TYP. I i it ( I � ( .. 1g' I I i -- - ----i .� /.... �i �� PROPOSED STEPS (TYP.) / . Cp. � I / �, ( a ;` Imo. 1) v\��' / / ( I 'I 1,1� I f i _.. PROPOSED GARAGE (TYP.)J __' �R....... - _ PROPOS D 5 CO EWE E SID NCRETE �; i i 1( L ° I --------------- I I ----------- ' I t I a . .� 5. 1. , 1 I - 11 / /' I II II1 ( I I i - I I i r I a ... r1 �- �, PROPOSED CG-2 CURB (TYP.) r- EXISTING 5 CONCRETE SIDEWALK I ° ^ I ; 1 I----; ,`h' '� ( OPEN SPACED 3/6 t / 1 I I , ----- PROPOSED ROLLT f 1 1, I �-- , .... ��- . �' ' 'TOTAL AREA = - 3-74 OPT 5 11 ( a I I f �r VAR. WIDTH SWM J ,�� / P i , I 1 ! }� ( ; i ... I.. PROPOSED �..�... -1 1.95ACRES �� ( L ''. FACILITY EASEMENT I ja ( 1 �° f I DRIVEWAY Y)------ - .. 5 8 ( I I �/ I 1� , E AY (TYP.) �' ' EA OUTSIDE r,D B. 492, P ----------- � STOP AR G 8 u s �, I I B FFER AREA - - tr " //4 ----- SIGN I � I I( � r ° I I I . ... ----� J Q ... (TYP )" 1 z6 AC ) 1 �1 NCE (TYP.) I I ('� ' / I O p / J _ I illI ... L...... I � / W w 1 ` 7 PRIMARY ENTRAi I ----� ---- I (. I I �. ( I I .... \ Q).... / '� OPEN SPACEP , / / wARCEL II (' j I� j ; �\ PROPOSED ROLL -OP CURB �p... //r�% D.B.D•B• 549z. PG 483 - 7 i ( / EXISTING STREAM / , ' I t 11 Ir 3 �\ 35� t 5 ` S G STR , 3�.. / C.. < <~ PROPO ED j PROPOSED CG-2 CURB (TYP.). -77 .. �� -: l 1 I ,...... ... .. / "i v / STORMWATER ) r un ��: .. . .. / / f-� J ( / , r � t PROPOSED WALLS,t '' MANAGEMENT / . / � - " J I ~~ / rW MAX. HEIGHT = 6 1 1� t ` �.� 30, Woo i> �i ,�, 'G:_., . ' // FACII. ITY / .. f,�, . •F �1 � � RO EpOLp' � _ � � �s�1 �': / � ", ��' EXISTING STREAM C �t AD BUFFER GROUNpS , _;, ! / _ r _ D.B. S •32 AC IV, / / �/ °'� ,°-- _ 49z, PG 483 ) / �° ` "� '• , - I REPS NT �Np1,s fu � ` // W/ W - /! ' t ;_ � __ . I . . . . / �A�,',,M,,v , -_( � VF_ __ FFR // . I` y a, . /.. , .. ( , i .-,EXISTING P __ ( „G��. �r') (C OLO GROUNDS RO 1 l�1... ,jJ_..,/ ,G I O STAI E 6 / --%. o ROU iE - ;,< 43 �- _ D.B. 481, PG. 263 ^`�-�si�� T /. -__ i �- 7 -ram M1 - o EXISTING PUBLIC ROAD `` -_ _ 5 SIDE SETBACK ,._:.. :�, ,u�- j �I-..0 Y I I /. O VAR. WIDTH I PUBLIC __ _ �. ;, � -_ R __ _ -, __ _ O = -- - - 0 -- = _�,,_ `�� ..`.` PROJECT BOUNDARY (TYP.) �, t11 � r 0 --.- - o ------ O--- --_ .Y'iT ...,t pi .Y ...... ... ... .. .,.._ t.. 0 �__- - _ O_ :. __ _-__� o _ _ - � U �� 11'�( 0 - / OO 0 _ Qo - _ _l� _.. Oo r- ,/ - -� _.\ 0 _ o -- -- o -__ __ _ 0 G� _ _, 0 o _ _ r-, o ,._ 30 ,._ ��o �,U _.,-_._.._ r Oo -- _ ;> - Oo 00 '_... 3_l#l_ - NOTE: 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 FOOTCANDLE. NOTE: ANY PORTION OF THE 3o' BUFFER ALONG POLO GROUNDS ROAD THAT IS NOT CORRECTLY WOODED OR THAT IS DISTURBED DURING GRADING FOR THE DEVELOPMENT OR ROADWAY IMPROVEMENTS SHALL BE PLANTED AND SCREENED WITH A MIXTURE OF DECIDUOUS AND EVERGREEN SHRUBS AND TRESS TO BE APPROVED BY THE DIRECTOR OF PLANNING. (,L b'G. GRAPHIC SCALE )'- ( IN FEET ) 1 inch = 30 ft. z 0 a _j C ¢ � r� M 1 H I-t Lu _j F o 0 to < � 11M4 '-' H L Z _ C W C L C C uj L Ce L i P )z W C ) 2 ) m Ln Ln v) F S u z z z C W W W ) z � � � 0 0 0 0 F wto v¢i v¢i , Q ¢ ¢ ¢ t ) L ) W W W W C I m a a a Q 0 0 0 L C a w w w ` I C) OC aC W C % LL L 0 ` __ 'A M n n m I "I' I _ - \I/-- - --- W -- ------- - W W --------- ____ a G___�� --- 1 ----- ----- I --- ______.__(0.___..__ POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC RIW .-,-.-----,.----.----.--.-------.-- ___.,_,________ I/- - i'l tAl�) I INU b" U.I. VVA I tKLINt- , "Ill , " I ...... I � .11, \ - m� -// / I I/ (. I / (OPEN'SP . I K-� -_ "I--,^,--/ — '-/ j -/f �, ".. I_ . . I . I I KUFUbtU 4" 22.5- t3tNU / - / / I. I 11 mww,I,, I � � I � � � � __/ / __ / `'�'' N - ,. .... I .... I . I � PROPOSED FIRE HYDRANT I �. - / 1,_� / / '. Z��__Z__4,�_ �, . I .... .. 1. . . ... 1. , � [ /4 11 , _� TH 0 � . I . + K . , , . . � , 1�. I . .. 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I'll � I'll I � . � . . 1. I , , . I/ 4/19/ 1 1 �� 8"X4" TEE . � - I if , , // / - , zy m ,--IN I I "I . 1A � , , , I , � I I I_ r� . I . I . � . I I 1. 1, ( / / I i �� 6 EXISTING 12" D.I. WATERLINE ,� . . I �� .� f � / PROPOSED 4" 45* BEND kl)-4 G.V. . 11 .1 - . .1 I PROJECT DUUNUt-%KT k] Tr.1 I 1(� 11� ZONAL - z . .. .. . I . . .. - .. . . I . `,(-- . / ,E "I -,, . I " D.I. WATERLINE. � . . - - 1\ , / VAR. WIDTH ACSA OTI'LITY EASEMENT - PROPOSED 1 1.111, � �_ _�, I , LIJ I.' PG _ N _4k�l 11 .. .. .. I. I _N1 ____ I%- llz�l - 1� ...... �, .�..� I, I I ... I .1 , I '1-y�, t/ � z � DB 5492, 85 cif . � . . t-,,, � . . I I �_,� _�, _\1 � / (D / / 'mil ki) . __-Ilk / - I ;_ ''I . "PROPOSED i" TYPE K COPPER WATER I I /I TYPE . I. C .11 .1 1. I . 11 ) - z / PROPOSED 2" K COPPER WATER SERVICE LATERAL �; C/11�, _\ C, / , . I � . . � I I � Ill -1 14-�� - - I . SERVICE LATERAL w/ j." METER . I . . 11 . _( _i I . Ld i I 11 I 1/11 /_s / /11ji �* LL /,� --- �,� _� � � j�:f . \ * I., - . . . �� . / '_ � -�/ ) I " PROPOSED LOCATION I � , 1�_, --�,�. � .�� '' �:. ),__`1r--�,-_, _�- / U) / I /1-1- I 11�c .. I 1".. . ; I _.- I / 11 z I ...I # / I _60 � I ... 11 ,---\r � �/ I I _j .-I,- ... /_-;�� ,,, - �� r .. 11 - .1 I .1111 - 11 / _j �' - . '�� 0 , I j , /./ //// ----- / , , � r , I I �i' ! 11 /. , - / �� , I . � I f , / , / � , ''//,' /,� PROPOSED 4" FIRE LINE 0 -- -- PROPOSED 4" 450 BENDS ROPOSED 8" D.I. WATERLINE I / / I / "i 14 PROPOSED A.R.V. �7_j A - . 11 I I � 4�� -%,"4, ,:� 1_�� 1. .. . / / 0 , �F / / I , ��` / 11,7, "�, --- , 1�',�., . , - - --TEE -.1 1. . .... I I .. 11 I I . I 11 V) ? ; / / I 11 I / 11 - - . I I � . . . . I . I- .� .. .\.:,I 1. : . � ��%, _`��. ,. �� .... �.. .11. I .... I - ,/ . �, , PROPOSED 8"xt) � I � b , 14- i.�: - . , , `1 . . , 7��. I I I I I . I I , / 0 LL !,� -I - - .*. I I /// / I I � I.i 1" / / � - ,/ / LA i / \1 . .. 11 �� I " l(i.) - 8" G.V. � ,/ z - . 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PRO _�_ -<��. �: � � . . 11 - ` 4 L ��_j -_ // / 'k - , � , 311"-, -,-,Z -,�, //111 /) - m 0 \\ " - - Y ; / I � /1 / ': .�.. " I 4 ,- .) I I .. .. POSED 6" D.I. WATERLINE / F 11 - _0 L__ /-- (D - .�. I �/ �� . . . � � �.�,�Zpo* . 11 I � I 3: LL'(,9 I I , ,-d u 0 � Z -.z; - - I . . Z 113 `�: ,�: � / I . it I I � ia� r-f � U1,7 1 1, it, 20. ACSA UTILITY EASEMEI .. . z z z 0 U) 11 /,/ / / /� I - - 11:�� I I z uj Lu > (n I I I I �, - . I . . . -_ - , DB 5492, PG 488 . I.. � , " , , ----�, . �: . 1. I ... 11 . . ..... I / . 0 LLJ / I -_ ,-- N/17) --- - � � I '17 -, .:e r 2: 2: 2: - - / i ; " � . - - - : 'i 1� I I . 4v. , I .... I 1. I / I I I I 2: 06 i i / / # / Iri N __ - 1� I ... ___ . " ) c- C) -D ,� - - N / _/ - I I � f # / _� i ... .. I I - ,� � `-�� : � :� �� , � - ,3� i 0 . I ) � / . ----, - x "i / .[:�:� / U " I" . I.. , � : * - 1.�..�'. I I � � � 11 �1 __j ,4-f-;,i`- - 4�r;) - I - ,-, lo ...... -,,,,, - - ____ I / �: I . I __� I /�� !_ - .. 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OF 6o LBS PER ACRE, OR 1 LB PER 1,00o SF. \ �,, w, \ :..%'� /:;: ,.`_ / \ �ri �, / / { ,�--� V_.`.-.-- �' %�, �i'�; it .1..._./ �rP \),._ ^:,,```.,, `,. ,\.. ..:: .. ,. �" % ,� \� ,..' .. 1.O. . . o.:.. � ,� . C,' _ / ,/ `'% PROPO`5 D 18 YARD DRAIN '` `� ��:� \� i :: /� \ '\ , -- ice,,,. ":.. e O t i / , y �i 4j I \ ,. \\ , m Q t ) l, .,,'.. C; O `\ "\. Z" --,�- \ \ ` 4 867 O o \ v 5 I / \ %`\ \ \ \ f \ /� / .......... 33 B \ s Q .--1 N rV -, 1l ,I1 -,, l,I 111,'- /� / II r ,."-,., I 1,1 1"1, "I ,.-,I -"- /- ' I-I ,I1 , ,1, I ,1-"/ '-,-,/I,1',--,-L,I I,/'"l ,.,"), "z,,I _ -,- -_-,I.' -, ,- I "-/111�-, 1s"-'- -,, ' ,v v ; / .. ROPOSED 18 YARD DRAIN ,� N N r, � -� \ / L S ; 43 3 " 4 /, - __J K ".\ ,\� \.'0.ecee., I� +-i \ >;>:> � � � - , . 433 - f �� ! � �, � M n (,. \ \ 'I I ?� / 4 8rw /_ zo PRIVATE DRAINAGE EASEMENT /) \� r' " -. -. : /, r, i ,/ i V �:,,, 467 z; , 549 , 4 7 d '� \ 4 9 7 _ y % / / � /'b � 5sa y / �J>/ , . // ..:.. // � ..".. e / z6 8 ' 10 PRIVATE DRAINAGE EASEMENT/ f4z . c<�/Z- ! 4 / 0 - 0.28 CFS 1 / / � T \ \\ o z8.8 � h�/ 432 W 2 % f-'� " , r f / DB. z PG. 8 z. S� x Brw - 1 J - 1 549 , 2 o F - f / 4 7/ 4 7 3 3 \ �''\ VZ P5 ti '/ A , : / y , : �js• j 4, . i EC-2 JUTE DITCH Q o 0.35 CFS r,. 1 . / \ 1 i'v . \ -', r' 4z�7i 4z7.17, , �Qi� / :i,>. _ =5� - 'V '�. C jR , /, --„ 9 ( 39BW - o.z3 FT i \ Cr �, /' \ ;' YD 8 4z7,3 6-7, ' 1 NO SALE % /. �\ \ v ' z w (S OPE=11. l ,s' ,„R �j'J '!1 rS % 4 `�. `ti o B ti 4� �� ] � ' 1 - ,,, : -+l �., / � / p �4 srw ITCH r \ \. / ,, �f y / j , � 4 PROPOSED D ( � "-�. /` :f 4 sI � y \ _ � . "1 y _ \ f zz \ " fi z5 / % � / a / 7 �, /ff �y ,4r /� < , i t ,,, \, .,: .:... ..%t 436BW 5' PRIVATE DRAINAGE EASEMENT 1 : "� ) lr . PROPOSED 12YARD/ROOF DRAIN SYSTEM / T z 0 26 Bw . 44o rw. DB. z PG. 8 \ ( ' ' \ \ M 549 / / f/ . /� /° y /,1ti r I / 4z4• !. , �_r \ '� o PROPOSED W -: / /moo / .f if \ / /Vt .. / .. r 434BW .. LL ' Y / (/ _ j , s:' / /f / �` 6 / (M HEIGHT-6) / j / 4206 / \ / = \\ { k�1//� 4z3• /� 43 rw y -' f / \_..- \; / / 1 rr ..:' , / dam' N $ � / / / / , / /' l 4zo.33', "i� zz. 43o BW \ / _ . 1 / _ f / - \ / / t� \ \ ,/,vti \ 600 4 7 , 50 /.. 430 BW W. TW `, ; ) `! \ • / / ~T r , r \ 7 al' __._ \ .. / \ �� YD 9 \ 2a.. / / ... 4z1.9 . 418.4 �C Q \ 3. --- - f f Q ,,,' / \ , -_ . - - ,` C� / ,1I �.1i," Il tI/ ,-/ II = ",��,,/..I , -1 ,I- .�- ,-,-111.1,-1 1: I1, . 0I,.�I,"/(,-" 0'-.,-- 1,- �. �i� "' I-1 S/ ,,.-I pI4,- " I .. I (-1.",�I ,;. ,, 1I 1,"-'1i",7.--'II I L/�-�,/lIl - - ; ", - .I'I ;.. �,. .",/I 1- .",.,I,�., --�',,, ,, " ...I�,,.'.1,,,I-,../1�-.,-,, ,l"l. \ , ".�I� , J-. I\/ . I-,- 1I�. -." �1I,K -,,Ni. -)",-I,,..,'1, , ,,..� - 1'-zI ,--. '-1�,I1I"' 1,I"—'",) .,,"", - ,,> I. ,,��1"`.1, 'N. - I� I,.. � I,,1II-, � ,-1 436 TW / IN 1 . I.I1I. fI-1 (i/ I.1II -,i I�I .I1l, I,l1.I,1, / I� `/S, �` n ", / % i !, NOTE: PROPOSED RETAINING WALLS ! d \ 4z1.3 x f 4z8 BW f / gi ") '� SHALL BE DIAMOND PRO "DAMES RIVER" � ( / "I//I� '" N - EXISTING MANAGED STEEP// /" /, v J „ , I v / - / -�v %/! pw��-v / 4 s SLOPES N \O /• ��\\ 20. �yR� , / r ...,. , -� / 1 , PROPOSED 12 CLEANOUT (TYP. oo // �1�\ �c/�Q 3 0 .... ../ . .. ,.. / `' / ) ` Q /." !!iI , I ---.- 1/.;� �, -I,, , "-Z`�,� -), r�s" f f % % fir\ O` ig 4 4 ' / i //. // YD-7 ,�� , �/ sY/ $o / >' , 4z6BW y / �// / ti r e; 3..... $ } XI TIN 2 HI - - �„1 _ ,.,� / / /i Vr• \ .... /./... L} 43oTW. S G o STORK PROPERTY BUFFER 1 - I� )- -, /�n\ \ 418.7 YD-z ` W I , : / ✓- -- (7 f \ j�zz 3.7 / , 5 i -I-" -. K'1-/-1 I11,,/1- I iI -,/I(/�-,,,I/ 2y -, II ""1"1D . I,, IC...---1// 1 -,,,l . ,1,/-,',",.`"_" -, I, .-,-IK,, -!1.---,/","�1 --.i I-. I-1,/,"lr-I-- "I I1 -_ I - --I "�/ �"--,,,- I .-, "-.-.--,I/1,-I-N-.. "'/--. 1-,IS! .-,1-'1I/- ',4,',/"!/-XI --I 1" -'1, .11 ,, I, -.--, , -_/ , I /1,-I11I ,1/-./,l--.I,1I-'1: �1/1- ,F - --.I , 1 --.,"0--I !-, "-1/ -- I.- --1I ,--I- - I.." !- ,1 I--I11oI l - I,1. /-I.I I.e,,"-I. -I.-'/l . 1,,./I/-II/-1 // I-. -1 ..1 - II.1 / .- I ,. � -. --. Y./Ihl.y-/ / I-t I � ,l � I�-r,zI�/ .,I:/F-l, /i �I �", -,'I\, -, �/16 ;,"/- �,,I, 1,, 'I , I -I, ,/\l /,--,-: I/1 -::: //,- , "/ /'/�,\1"/1/I./I,1,11. I/ �; / ; ' r x r �' 433 B ,:' �' I 11./" 1 'I/I, ', /// /I,,Ii F 1. ,..., - N 433 TW �' /---- _ r,:. ;, r / :- z6 w PROPOSED 18" YARD DRAIN __. r / / r : \ r L. ' I: :.fir' { '"Y „I'; y_f,<,,,. �W%9 ° `•. ' %;/ /^� r / ..//oR�Y '/ % y\. // ,'f 7 � "s ,l Ti Cr:..... COI /4� _ _ h i i .� - ll i r / ./ �r / ........ e? % PACE - �I j �. < / 3 W / ! % l f , / uV /�/ t'a 433 N� / - . / i' Z l d GC /T , I l J r // f I 4 W -- / O zTW / f ,( 1o.z j /� 3 r 4 (p / z 7 / 1 %' _ <� / - / / .\ _ / \ ,,... p O - z.o3 CFS z� � / " ,. / . , - / / _ / / I ;� r/ 414 z/ x�. %/V / ! 1/ f ' _ - . / .. / n4 Q f r s, / 4 4TW 3.•i 3ti Vz z.8$ FPS ,'; s l f PROPOSED 8 HDPE T� o.... y ' / // f / - / z. o C �, . EC z JUTE DITCH C! - FS � , 1 , /. 5 00 IN SYSTEM (TYP.) I C� , 1 l 4 4 w.. N, > 4 3.3 f WIDTH ` -- / - I / . !43o TW i D = T �. f o 0.5 F / 3d , , _ ,, 1 / _ M O SCALE / I 4 /al / 80 / 46 _ _ - l / f � \. f LOPE-z.8,6.7%) _ - r, / / , _.. /� ,' f,. < % V /c < . �/ (S „ . / \. . d. /�. o 1 ,, r S �.... ROJECT BOUNDARY TYP. % / r,. / / '1 0. / r,. / / ;:.. -/ r ', r ;. r , ! �. a � \ /-� _ _. _..., , , r / 1 / u - , - ., / / 06.18 _.. r i, l ,: a ,. 4 �\ /' <. , , l ,. T r �h/ O 1 ( B j� / 5 W .r ,. ,._., � -._. ,,, e : F. � •, :-'� �?;. I lM PRIVATE DRAINAGE EASEMENT i �; a / o o f 5 1 \ l f, / J / - - N M %o D G. . , , _.., ,:.,, (,,.< �-�•_____. ; ,, l �„ / ...,.. J' S49z, 487 i. / J { // , /� / x. ;` LJ, \, \;� zo PRIVATE AINAGE EASEMENT / \ ' �� 4'�° 1 Bw r =a j \ / 1 / ;L 42 \ - / ^/o �._ DB. 549z, PG. 487 / j' \ / , �D p �... Z.. 4z TW i ,. _ \ - ---- - "'� ,, / / ., , s- / :. rya. p / �'�. , ' r/ 7 L.. f O \ , I o " / 4093 J / 41z \ - W v /.. .r....0. 10 PRIVATE DRAINAGE EASEMENT Y �,. Y Y 1/ Y Y ✓ `� ,- �, ��/ W l /i In 417T, z B PROPOSED WALLS ( - % ,v y 0 t w /. 4 jDB. 5492, PG. 488 Y y / / s = - i �,I-I --�I.I �. , 1r ,1-I I- -l.1,," ,"--, I.1 .'�11Ll 11 I.,--1' ,I1ll-Il 1II I -I -I ,1- I- 41l, 1,1--"� - - II -1 , . ,, I. I -I-I"I - -I-- ,- .-. `.- ,t.I..- -I1'�-.,rII1 , ,1,l--I,, --,,-, 'II-..II,1 I I-I1 "I .,.- %," 11- "!,"II '1-I " I .1I % :I 1:1.I- 1 ,�-I- .II - I , I -', I- -"-I-I. I , --,,`I I"I. - l - I II-I1 . ��I vv= � � �: �:�:� �43oTW MAX. HEIGHT 6 1� v V 4 Y • fy -.... ;, .' - r -\ \\ (✓ 0 .0 . r r / is _ /,>/ 3 � i 0 _ 4z TW LOCATION OF ROOF DRA-6.... 4 4 ,AIN TIE IN - _ ( . : \ , / .. .. x PROPOSED DITCH '" -- zOx.. ---- oz.61+ �� ' q S 9 , 410 PROPOSEDz \ ----- `-. �.,�... 41YARD DRAIN '� K._ / ./ -_ - / // r _mot, r. , 4zz TW { r } TW , W - ;'a. l I EX Do ,�_. ,_�� - 5 / / // v , t -/ �/ , . . _ _ :.. , l / t r i / -- C . , I , ., S P ... d ...1 G PRESERVED . . ✓ " ., ✓ o : lam' / : _ , , 1 , / ........ ........ _ t o YD LOPES \_ , w.. / f... �_ i / , _ l 5 r \. t / a 1','....' O' N \ i i ) x 14 t J i v .� h �4 A CHLINE EE') _. / / 4� W 21 T S SHEET/ �9, (J / /.; f ...\. .. ...I..: , W C\ z0' PUBLIC DRAINAGE EASEMENT 30 40 ' / / / / DB. 549z, PG. 488 41 Tw I- d / z8 1 / x ,- 1 / ( 1 ......., 1s z rw.. ,PROPOSED TREE / it ! l I x 4 c� ,l 396BW o O, ..... 4 TW_ _-) w 4 4 ,, >' ;. / a 40 .$ \ �\ PROTECTION FENCING // - w --_ � 8TW `� � : r , „ / I � o BW __ y �-- � r • W � // 2$' -� ) r 2 / j - j 5 5 1 TW / a (n , ( ti __f'x �i v / -` >.. r I GRAPHIC SC E Y� m a c \ 4 8TW. \ ,. �/ - I O W ry 2 B i- i. - BW i' CJ 394 I ,,((�� A�I� ?s r �\. -- ... , . y 4 W; r� ... � ;- � � . �, �✓ 1 -� JOB NO. / / ( �® to ( /;. �n PROPOSED WALLS 1 / 8TW �nl' �. ...' \. a� \4z3 j0 l / ( O i.... l 60 h 39 O d Y .. 4 Ili -. a Jo, o / 15 30 /. J / 4, o t 4 / trt 4 I +., ..... ^ ti,. �x \, r',; MAX. HEIGHT-6 e� / _,--. / o `�.. NOTE: PROPOSED SLOPES STEEPER THAN ,f 821 SO �p� w / �....:. \ 4 W i J 26w / _ ! _ C' ; J 0 39 G �t Q ...... .'fie,... o B /. r I + H 1 ,� 4 4 .42 Tw \ 3 1 SHALL BE PLANTED WITH NATIVE STEEP 1 f :. �y C� C2 398 TW l7 6� .... .... *....... �, , ...'� ..' 1 �, 10 TW Y, f 1 _ a .... \.. `' :. s / SCALE F /..... , _ SLOPE MIX WITH ANNUAL RYEGRASS BY / ("j O 4o4.z - ^ �.. \..... i' r N -FEET 1 q ,"/ i , �, i..:;... "' . \ __ E DS AT A RATE u ( t. l �,.. /. i • i a., \,. 4z Bw EN ERNST CONSERVATION S E / /; rJ /: I I I _ _ o I p, II ... o .,... \ 4z OF 6o LBS PER ACRE OR 1 LB PER 1 000 SF. % /,.'' _ _ _- 1 in Q - STING 10o ST �' m I 4l /`\ i EXIT REAM � _ . ' <;`� 4o w PA � ,% 9 1 ...... 4 3 9 , - , , .. _.,..I .. .. ....... . 4,.,I:.' . �x 1 Tw`'w W \ NAGED TEEP / : / BUFFER h Q 400.z i I ! ., \ 4 S W ......... ... _. / i a \ S (/jj I / . z , (✓i W _; % MA SHEET NO. . . \\ / ' -� `� 39oB Q PROPOSED DITCH i _ SLOPESG _ / B / \ _._ 39 _ _ / _._ I 6TW _ o \ BW 39 6. .... (, o .o . 02 B / 7 ` // EXI I i TW _.. / 399 I _. _ 40 . \, 1 B z 08 TW 4 4 4 7 J, kII / ll"I-, I I( ,"I I 11 ,),-p 'I , ','A-- / / / 1,,,-,;;,,��,,,, "I/// / 1, '/ 111 � / n 3 5 .. / 4 „ , �... , .. ....,- -, �,�,,, // / . . V ,. 4.3 0 `\,_... ;< ,....... ._ ,_- , ,._:__ / ::_ _ :,. -_.......:EXISTING zo HISTORIC PROPERTY BUFFER , � � / W � l lf/o 4zo TW \\ r % h .*..\1 -- I ," I /j- /�,,-11, '� / p .M O „ / f NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER /S NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS TYPICAL TRA V ELWA Y SECTIONS (NOT TO SCALE) CONCRETE CG-6 SIDEWALK CURB & GUTTER C/L POINT OF CG-6 FINISHED GRADE CURB & GUTTER 1/4 .1 - �;;�7 PLANTING STRIP Tr° °°°°gam °°°per ° R°°°& w ap °°°pcm I 5' CONCRETE SIDEWALK 1/4":1' PLANTING STRIP 5' 6' 0.5' 10' I 10' (TRAVEL LANE) (TRAVEL LANE) zb' F/C-F/C I-2 lYESLE'Y CIRCLE' - STA. >0f,24-STA. »f50 PROPOSED TRAYL'L�YAY 15 1LIPH DESIGN SPEED ,CG-2 CURB POINTOF �/ C/L FINISHED GRADE CURB & GUTTER 1/4 •1 1/4°:1' 10' I 10' (TRAVEL LANE) (TRAVEL LANE) 22' F/C-F/C X SLE'Y CIRCZT - STA. »f50-STA. >37'- 15 PROPOSED TRAYEL#rAY 15 kPH DESIGN SPEED REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, (5' MIN.) AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 4" CONC. CG-9(A, B OR C). 3000 psi MIN. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. ' 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL �\��\\��\��% j\ 4 'd ��/j�/j%i:�/ice PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 'I� /> 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE 4" 21-A STONE BASE NULL AND VOID. CONCRETE SIDEWALK 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC - CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES CG-2 CURB GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & 11 BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION 1°°P° .% % 889-° NO SCALE CIL POINTOF FINISHED GRADE 1/4 •1 1/4 -11 SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, iT SHALL 9'PARKING 10' 3.0, BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED (TRAVEL LANE) (TRAVEL WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE 29' F/C-F/C ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH NOIlSyH COURT - STA. 10 --85--STA. 1AZf4N0 OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PROPOSED TRAYELKAY 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO 15 rLIPH DESIGN SPEED SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MIN/MUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA7ONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MAT ERIAL. IF THE SSV VALUES ARE LESS THAN 101 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 774E PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE i, 1l, OR I!l PRIOR TO PLACING AGGREGA IF BASE. 4. THE REQUIREMENTS Q ENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF 774E INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT 774AT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA 7MENT IS APPLIED. Z PRiME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W17H CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA Y. A L�EMA RLE COUNT Y GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS LS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SiL TA TION 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. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CONCRETE SIDEWALK 1/4' ,s PLANTING STRIP 5' CONCRETE SIDEWALK 1/4" PLANTING STRIP CONCRETE CG-6 CIL POINT OF CG-6 SIDEWALK CURB & GUTTER FINISHED GRADE CURB & GUTTER CONCRETE / SIDEWALK .. .1/4":1' 1 1l4"11' -- 1/4°:1' \ 1/4"•� 88tpo " __ I 'tlVG'• - P ,--- `i5w FAO D Z669 ;: ..Y lI 13, 11 I 5' (ON -STREET I (TRAVEL LANE) I (TRAVEL LANE) I (ON -STREET 5' PARKING) 29' F/C-F/C PARKING) 2.5=1 NrzS.Lz.r LA.�Vz _2.51 PROPOSED TRAYEL#rAY 15 ffpfl DESIGN SPEED POINT OF CG-2 CURB ROLL TOP CURB CIL FINISHED GRADE / 1/4":1' 1/4":1' 3 10' I 1o, 5' (TRAVEL LANE) (TRAVEL LANE) ROLL TOP CURB zo' F/C-F/C IY_E .LL'Y CIRCLE' - STA. >3f>5-STA. >5f00 \ _1_17 PROPOSED TRAYEL#rAY 15 kPfI DESIGN SPEED POINT OF CG-2 CURB CIL FINISHED GRADE ROLL TOP CURB 10' 10' (TRAVEL LANE) (TRAVEL LANE) 2o'F/C-F/C NDUSH COURT - STA. >A2-f90-STA. >5f00 X SZZY CIRCLE' - STA. >35f00-STA. »'f>5 PROPOSED TRAYEL#r.AY 15 ffp.ff DESIGN SPEED CG-12 NOTE; OMPONENT5 OF CURB RAMPS CONSIST OF THE FOLLOWMI : A� cc� HVDRAJLIC CEMENT SIDEWALK (DEPTH N INCHES•MEA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REWIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YMDS1 1. THE DETECTABLE H WARNING SHALL BE PROVIDED BY TRUNCATED D ALES. EACH OF THE ABOVE ITEMS S A SEPRAT PAY 0 E E ITEM RO SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE 'WARNING SHALL S. FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFALES. HI PROVISION NOT LISTED SHALL MEET SIDEWALK RA,P 12H NAX THE REQUIREMENTS OF THE SPECAL PROVISION FOR CG-12 DETECTABLE 45�1 MAX WARNING SURFACE MD $HULL DE SUBMITTED TO THE STANDARDS AND SPECAL DESIGN SECTION FOR APPROVAL. ` 3. SLOPING SIDES BF MRS RAMP MAY BE MIRED MONOLITHICALLY WITH RAMP 4• - FLOOR OR BY USING PERMISSIBLE L NSTR TI t WITH 0 UC GN JOIN W REWIRED OAFS. IF RAMP FLOOR IS PRE 8 4 OµST,HOLES MUST BE PROVIDED FOR DOWEL BARS CF THAT ST RAP FLOOR, SEES CAN BE EAST H RACE AFTER PLACEMENT OF t01 MAX PRECAST RAMP FLOOR PRECAST CONCRETE SHRILL BE GLP55 A-4. TYPE A 5. REQUIRED OARS ARE TO BE NO.5 X 6" PLACED *CENTER TO CENTER ALONG BOTH SDES OF THE RAMP FLOOR, Wp-DEPTH OF RAJA FLOUR. MWMLM PERPENDICULAR CONCRETE COVER 1%". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' WN 7. CLR8 RANDS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED I- INAX -{ BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER t2N MAX ��_ i M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURD REGMQLE55 OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST E AT . WITHIN E I LTE ED EE PEDESTRIAN R.AND HOLD NOT Y SHOWN ON RAPS OR AS STOP LID BY THE EG LIGHT FCL $.FIRE NOT TYPE B HE LOCATED BEHIND VEHICLE STOP SS€S, ROUTES LIGHT POLES.FRE HYDRYNS, DROP INLETS. FIRM ACCESSIBLE ROUTES PH VICE A ING &L PARALLEL UNCBSSII ED. STABLE, FIRM AND SLIP RESISTANT PATH CANINE D.WC ALL AND USED ELEMENTS OF A FACILITY THAT CM !E APPROACHED. ENTERED . . AND VSED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVOED THAT l THE WRB OPENING S PLACED WITHIN THE LIMITS OF THE CROSSWALK AND B THAT THE SLOPE AT THE CONNECTION OF THE CORO OPENING IS RI MAX PERPENDICULAR TO THE CURB. 5'NNN X 'V\ 9. TYPICAL CONCRETE SUEWALK 15 4" THICK. WHEN THE ENTRANCE "MICRNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY 4-MIN AT X 2- HIGHER THAN TRUCK TRMFICI FOR CONCRETE DEPTH. T EDGE OF PAVEMENT IQ. WHEN CURB RANTS ARE USED N CONJUNCTION WITH A SHRED USE PATH, AT XX ,SAAE AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C A 4•. 4•LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAYELWAY. THIS 4'1 4' LANDING AREA MAY N i Ti CURB R, HE NT ER PAN. TRUNCATED DOME - 12. µL CASES 'INHERE CURB RAMPS INTERSECT A RADAµ SECTION LE .6'•-2.4" C-C WARNING AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --I WARNING SAS REC SHWA HAVE A FACTORY RADIUS OR BE FIELD O O O O 0 z THE BACK AS RECOMMENDED BY 174E MANUFACTURER TO MATCH - THE BACK OF CURB. L- � O D O D O O O O O O O O 9 -� 0 0 0 0 0 O U O OT 0 O O -r LAIpNG RAMP + 6' O O O O O O O O O U 0 0 0 0 I o 0 0 0 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 DETECTABLE WARNING .+S IOF EHEN HER O O O U O 0 0 O C,U o 0 o O 0 DETECTABLE WARNING p r_ � AT BARK OF CURE 9".'& I VARIABLE FULL WIDTH OF RµP FLOOR SEE NOTE t2. BASE DIPMFTER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT 5PECIFICATCN ROM AND BRIDGE STANDARDS CC-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/I6 YIRUNA DEPARTMENT OF TRANSPORTATION 502 NOTE:YOMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: n� ORALLIC CEMENT SIDEWALK (DEPTH N INCHES, AREA N SQUARE YARDS) GENERAL NOTES: CBRB WHEN REWIRED (CG-2 OR CG-3 IN LNEAR FEET) DETECTABLE WARNING SURFACE AREA N SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE BENS IS A SEPARATE PAY ITEM AND SHOULD 2. DE TECTALE WARNING SHALL BE FROM THE MATERIALS APPROVED L15T FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFAC S. PRODUCTS E NOT LISTED SHALL MEET SIpEWAi( RAMP 171 MA% THE NC SU FA E OF THE SPEC AL PROVISION FOR CG-12 DETECTABLE M NFA H W NNC $U CE AND SHALL BE SVBNITTEO i0 t STANDARDS HE 9 AND DS AND ` SHE DESIGN SECTION FORAPPROVAL- 3.]- - SLOPING SIDES OF CURB RAMP MAY BE PWRED NONO H LIT CµLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUR-c0 BARS. 4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BMS SO THAT ADJOINING FLARED SIDES CAN BE CAST N RATE AFTER PLACEMENT OF 10�1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. RED RED BARS YE TO BE NO.5 X B" PLACED T CENTER TO CENTER µUNG C"TH BNCRESIDES F THE RAMP FLUOR, WO -DEPTH OF RMP FLOUR. MINIMUM PERPENDICULAR ` 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 1 ME INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER 5, MIH T. ByT RAMPS RE TO BE LOCATED AS SHOWN ON THE PLANS OR M DIRECTED R2.1 HMMIR,A% r BY THE ENGNEER. *FEY ARE TO EE PROVICED AT INTERSECTIONS WHEREVER- i T=T ANACCESSIBLE DROUTEREG WITHIN THE WHET ER WAY AL A HIGHWAY FACILITYCROSSESA CURB THEYMUS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEYMUST BE LWATED TH 'I THIN PEDESTWAIN CR055WAK5 A$SHNOWNCNRPNSCRARSTOP LID S. THE ENGINEER. AND SITHE NOT YPE B BE LOCATED BEHIND VEHICLE STOP USES. EXISTING LIGHT TOES. THE HYDRANTS DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE N TIN ALL PARALLEL AC STRUC7 EO STABLE• FIRM AND SLIP RESISTANT PATH CONNECTING ALL AC ELEMENTS OF A FACILITY THAT CAN !E A°PROAGiED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED DIN RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LINTS OF THE CROSSWALK AND ,21t--NA%_ THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING I$ L PERPENDICULAR TO THE CURB. YWN *X XYA 9. TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RM11CARNOT ICI RAFFFFC REAFER THE TO STANDARD ING REQUIREMENTS MCOMUERCIALN ENTRANCE (HEAVY AVY TRUCK 4'KYH TRUCK TRMFC) FOR CONCRETE DEPTH. AT . 2" HIGHER THAN EDGE OF PAVEMENT II WHEN ELRB RAMPS USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. H. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'. 4-LANDING AREA SINµ B PR T L E G INTO 0 MANEUVER A WHEELCHAIR 4' PARALLEL & PERPENDICULAR INTO THE AREA MAY µAC WITHOUT GOING INTO THE iRAVEL'MAY. THIS 4' • 4' LANDING CA FLEA MAY CURB RA THE GUTTER PAN. TRUNCATED DOME �. 12. µL CASE WHERE CORM RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4" C-C CURB AT ENTRANCES OR STREET FACTORY RA THE R EEC FABLE -al WARNING SERF ACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O 0 0 4 -MCOFIEp u RECOMMENDED BY THE MANUFACTURER YO HATCH THE OACK OF CURB. � - 6000OO O 0 O 0 OO O 0 0 0 0 0 O O O 0 O 0 O �r LANDING RAM �� 00000 00 00 OU 0000 a + o 0 0 0 0 0 0 0 o D o D O o 0 O O O O O U DOD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.5X OF BASE DIAMETER O O O O O O D O 0 0 0 0 0 0 0 I i TOP a7x�rER - OETECTNBLE WARNING AT HARK OF CURB SEE NOTE 12. O BASE DIPMIE EN I VARIABLE FIAT WIDTH OF RAID FLOOR I PAY uMlrs 'I DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �� CG-12 DETECTABLE WARNING SURFACE SREFERENCE ROAD AND BRIDGE STANDARDS N SHEET , OF 5 REVISION DATE (GENERAL NOTES) 1Q5 20}LDS O]/t5 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ROLL TOP CURB •1 ° TRIP GENERATION CALCULATIONS `'�_--- ` �' ° TRIP GENERATION BASED ON ITE TRIP GENERATION ,-- _ _ ill '� MANUAL(8TH EDITION) , ;-- - -- ---- ' � `1, �,,`�` --- OF iso TOWNHOUSE/CONDOMINIUM UNITS (CODE 230) ---- ---- r'� �- 11 11 I .�, -------- I / O I 1 ° ADT: 6 VPD ( 22. ENTER/ 22. EXIT BUILD NG 6 �,'I. 1 0� L 1 45 3 5 3 5 ) ; , Ir (8 UNITS) 1 tea"} '' 1 O '� P UNITS), ' Q 11 i,'As i ! o AM PEAK: 48 VPH (8 ENTER/ 4o EXIT) � 1 - I 1' 1070 1' ° I I •-4 -F- F l 1 i s o If W PM PEAK: 57 VPH (38 ENTER/ sg EXIT) I �I _ ��\�'':, 1 w©I '; _ r.. ;1 � I i 1 I > _ - - -L.-_ 1 1 ll f i I I um ' V I1 D I' �I I I WWII :z- - 1 1 1I\ I •^ -icu - o /� �' o /i + W -� ' ' i I I I DJd 1 m .~1 'I(I�PJ T04 P` ...n`' \ ' �' �'. 5 , i• ; I Iz l P 11 {-1-Q + r`3 1 I Q, 5;\ yttvN\�S\� 1 )�lo i I UP �O� No3� / verily �Q P \��\gip\ 1\ ti , `, 1 i r It ko UN Sip (R - \ �\ �NG 11. J P I glzl 1 I s I 6U\I p ', - pR0 O '\ i-- � p < "/- \ SCOTj Lic. '0 o��sSw w z c0 z W V) z J J O 0 Ln I- o z W O U O� 0 H z Lij 2:cn z cn z U) Z cn z � OU F- O (n ° L_ 3 I _licn I r - `� } N w . I ' �� n / U C\\ '\ W W W ------- ------I--,' �� 3�6 P. - - y1-\�o�N ,�,t -�i Q 0 0 0 a ¢ U ' '`� � 211 ADT- - I - - - --- -- --- - - RT - --_w�iv�i \ .-'`� v1 co W U U U --- ------------- - - ' L-�- w J O + POSED TRAVEL Y___- ---- - ( z I i 1 0IQ ji� 1N6 #2 I I- l '-" f s z J O¢ a w + 1 B IL_DING # ° gUi1 ! , l �` Pam __ y O `� V w Lu w J , I iI I f - 9 (16_U ITS - i L� /u \ \ t~n W m a ° a a 3 I I - - I- - ) - _ UILDING #8 10 UNI S BUILDING #7 (10 NIT 1'-- .r- _ _ - , s \ I ,� J J Q Q Q � __ _'_-_' I I . __ I 7.11:1 ' !::::: _::":� c� �.."._-----------'---_ __ _ - - -= ,» � --- I . -- `� -/-, ¢ w W ,` -.. "----------EXISTING ARCHER AVENUE �. rf O_ W s,^ ~1. z--- _ PUBLIC ROAD --- TRIP GENE � r _ - En --_.- w - - , w > LU c Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp POINT OF CIL /_CINUCUC7n GOAnC zo'F/C-F/C MUSH COURT -STA. 157455--STA. 197405 PROPOSED TRAYELA`rAY 15 1LIPfl DESIGN SPEED CURB CG-2 CURB CIL POINTOF FINISHED GRADE CG-2 CU I 10' 10' (TRAVEL LANE) (TRAVEL LANE) 2o'F/C-F/C MUSH COURT - STA. >%9f05--STA. A2>f57 PROPOSED TRAYELAJrAY 15 1LIPH DESICIV SPEED SM-9.5A SURFACE COURSE Bh INTERMEDIATE C01 COMPACTED AG( BASE COURSE, VD CG-B -_- GR-2. 2A - NOTES* X 27-YL" MIN - 28)'4" MAX RAIL HEIGHT L THS ITEM MAY BE PRECAST OR CAST W PLACE, 2. CONOETE TO CLASS N F CAST N PLACE. 6..}•• 6'-3" }•-,�•• }•_p�•• } )��. }..)�. 4W0 PS F PRECAST. 3. COMBINATION CURB JCUT FLAYING OR OFABEEPEATROFROSMFACE F OURS, COMBINATION M - -. _.. -. - - - - - ' ___ CURB & GUTTER. 4. FOR USE WITH STABILIZER OPEN -GRADED DRMNAGE LyA�YLE�R,BTFE BOROM OF TFE CIRB 6 GUTTER J�9JJA7V' /XlAiA' MM n OF 9xi0J5E COUiSES AM TOETFETBEM1 OF I ( I I I 1( I I I THE PAVEMENT. 8. ALLOWABLE CRITERIA FOR THE USE OF GC-6 J 11 IJ I J IJ IS BASED ON ROADWAY CLASSFICATICN DESIGN SPEED AS SHOWN N APPENDIX OF ft THE ROAD DESIGN MANUALN THE SECTION ON GS LRE,w ST,VYUROS. GR-2 G R- 2 A S'-3'• POST SPAGNGI MAX DYNAMICDEFLECTION • 3' MAC (3'-I%" POST SPACING) DYNAMIC DEFLECTION - E 2 • D r.r . 1' tI-. D,' O. ' O. . '.A . • ' D . a . •C . -•a . X NOTES* q T . • . ' ' z . • GO ONPIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE • D P. ` P • D ' P s ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION F AND AS DIRECTED BY THE ENGINEER. ----- ----- FOR DETAILS OF POST AND BLOCKWTS SEE SHEET Na. 501-05. z OPTONAI. GR-2A METHOD USING NESTED RAIL z OPTIONµ GR-2A METHOD USING ADDITIONAL THE BOTTOM OF THE CURB AM FOR DETALS OF RAIL ELEMENT•RAL SPLICE JOINT AND RAL ON BALK OF POST ___8 . - 2'-O' GUTTER MAY BE CONSTRUCTED ASSOC,AT EO HARDWARE SEE SHEET NOS, 501.0t ANSI 50L02. z WHEN NESTED RAIL OR ADDITIONµ IS PLACED ON DICK OF POST iii EL U THE SLOPE OF SUBBASE SUBBASE COURSES PROVDED A RAIL ELEMENTS ARE FURNISHED SMUT CURVED FOR RADII FOfl GR-2A THE POST STAGING L B WILL BE 6'-3". 1 MAY BE CONCRETE AR DEPTH OF T s uANTAiEa IS BETWEEN 5 FE'cT PM 15p FEET. HPUON OF HE CONTRACTOR ALL GUARDRAILPOSTS SHALL BE SET PLUMB. P4$T SHALLNOT BE SET WITH A VARIATION OF MORE THAN // PER FOOT FROM VCR TIC&. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND µIC ED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF TIHE SPECIFICATIONS - ALL GR-2 AC GR-2A RAIL HALL BE MWNTAINE I AT A HEIGHT OF 2T�" MIN - 26;" MAX AS MEASURED PER STANDARD W_IN5. ALL W-BEAM RAGS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GH-2A METHODS OF NE TING THE RAL OR USE OF AN ADDITIONAL FALL ON THE BACK OF THE POST FOR STWNOMD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. E" � COMBINATION 6" CURB AND GUTTER Ds 502 VIRGINIA DEPARTMENT Of TRANSPORTATION NOTES: L THIS NTEM MAY BE PRECAST OR CAST W PLACE. 2. CONCRETE TO BE CLASSN F CAST IN PLACE. 4000 PS F PRECAST. 3. CURB HAVING A RADIUS OF 3W FEET OR LESS (ALONG FACE OF CURB) RADIAL CURE ''�*• BE PAID FOR AS 4. THE DEPTH OF CURI) MAY BE REDUCED AS MUCH AS 3. 115• DEPTH) OR INCREASED AS MUCH AS L^ if i 2" R :'... D.' i D.' Y Ur DEPTH(N ORDER THAT THE 80TTON OF CUM WILLCONCDE WITH THE TOP OF A ' ' A- . :' COURSE OF THE PAVEMENT SUBSTRUCTURE. p - z p NO' )ENT IN THE RM bPRICE 810145 TO 8C WM� � e' ' FOR A DECREASE OR AN INCREASE N DEPTK k' .: . p..' D.. i D S. CO-2 6 TO BE USED ON ROADWAYS MEETING 2 ', A-', a•', THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROM) DESIGN H I' f p. • D .� • D W THE SECTDH ON GS URBAN STOW . . .;A- ,;A-. D� D.r�.D 0 A D.11T D'UTD .A.' A. D�*D,,! D I IS. RADIUS \ ... D.. _ I . . D-� • D, SURFU j :e' �!D- D.LTD. '' ° %e' - ; BASE L•D.0 DI��±- a-, e ' SLW9 8• I2• ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED FOATION °'� STANDARD 6" CURB IOS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION HOME 0MIJI�=� mmm® M!E�M=� ((HINT(( MIlIIJ. -SUGGESTED MAXIMUM FLARE RATE FOR SEW -RIGID BARRER SYSTEMS. NVCX]T xv=r A COPY OF THE ORDINAL SEALED AND SIGNED ORAWNG IS ON FILE IN THE CENTRAL OFFICE. SPEGFICATION flOb AND BRIDGE STANDARDS ROAD AND BRIGGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REVISION DATE SHEET 1 OF t SHEET , OF 2 REVISION DATE (STRONG POST SYSTEM) 221 201.03 501.D4 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 05 CG-2 CC-11 I I f (RADIUS TO BE AS I I A`I - STREET APPaOACH SANE MWACNc I AS MANNRE ROADWAY NOTE 8) GENERAL NOTES Q SHOWN ON PLANS) a (SEE C C L WHEN CC-111S USED FOR STREET CONNhEECTIONS THE - - - - - - - -. I CONNECTION MUST BE DESIGNED IN IGCOBID WITH (R/DNIS TO BE k NAS'TO POLOY ANDTHE IEUL'REIENR RACIAL CONNNATION SHOWN ON BARS) N MANABL.I OF THE VDOT ROAR DESIGN MADµ NC UOWC SK,YfT L OSTAXCE REQUIREMENTS. cLRe AND CG-8 1 a)rzER ANTE 7) Q' 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE - - _ _ - -1- I r TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK & CURB RAMPS SOEWµK J lSEE NOTE 2) yI WITHIN TIC LINTS OF THE RADISHOLO BE INCREASED TO 7. - - - I FLOW LINE J.WHEN USED N CONJUNCTION WITH STANDARD CO-3 OR GO TIE CURB FACE ON THIS STANDARD IS TO HEST MATCH Alf MOUNTABLE CNk® /VISION( �0 SURFACE '--- Ny 4. SEE STADARD CG-t2 FOR CURB RAP DESIGN TO BE ANTE WIDTH MAINLINE ROADWAY WC "8. 2'-O" OR AS SHOWN am TYPICAL SECTKkI, Art USED WITH THIS STANDARD. PLAN VIEW WRPRIG OF A YAY PRECLUDE D. OPTIONAL F GUTTER �+T�+ � �TLI+ TO PRECLUDE PONDING OF WATER. BASE ENTRANCE NOTES MAIW.ME ROADWAY SLOPE S. PLANSARETO INDICATE WHEN COISTRUCRCN OF A FLOW XY PARABOLIC CURVE LIE IS REOT TO PROVIDE POSITIVE DRAINAGE ACROSS EDGE OF DER OPTIONALOW LINE FLOW a X MAIL SLOPE CHANCE ® - - - - D I THE ENTRANCE. 7. MAN.NE PAVEMENT SHALL BE CONSTRUCTED TO THE SUBBASE YNNLINE ROADWAY _ D - - -' -' - - - -- _ RAW LINE (EXCEPT MY SUBGRADE STABILIZATION REOWNEB Too UAN.NE PAVEMENT WINCH CAR BE um. BI MAX. --1) OMITTED N THE ENTRANCE.) SLOPE CHANGE ® - - - - D B. RADIAL CURB OR COMBINATION GARB AND CURER FORGE UMN.43BIRPOSES. ITE R/W LINE EXCEPT 20'YIIWY FOR 9. THE DESIRABLE AM MAXIMUM ENTRANCE GRADE CHANGES 6•IOI. COMMERCIAL ENTRANCE ARE LISTED N THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET TABLE. M CONSTRUCT GRACE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES e�� r=r - CLASS N .\. ,V. .. •.. , 'C. NOTEI ALLOWABLE ENTRANfF GRADE TABLE IS NOT QUESJ.E -�• •�. •-, -- APPLICABLE TO STREET CONECTIONS ` SECTION C-C ',.. xv=r SPECIFICATION METHOD OF TREATMENT - RDlO AM aRDCE sTARVRos REFERENCE CONNECTION FOR STREET INTERSECTIONS REVISION DATE SHEET / OF 1 502 REV BAD* AND COMMERCIAL ENTRANCES 20.01 - - _---_.-.. YRGPA DEPARTMENT OF TRANSPORTATION 203.04 11 11 OiADE cHADE ENTRANCE VOLUME '0" DESIRABLE MAXIMUM wcN LLORE TNUW Lsoo vPo o s 3 x MECA)M bao-lsco vPD sax 6 z tOw LESS AN SOD YPD 5 8 x e % 11" (TYP.) SEE PAVEMENT CHART FOR DEPTH OF EACH PAVEMENT COURSE L.' -, ,'_�;' , ��': , _-�:' I ' COMPACTED _-C.1�' ' SUBGRADE ASPHALT PAVING - ROADS NO SCALE Face of Curb Invert Line bin R 1 fl 3 in tin 1 Sin R 1 It 61n 12 I 1� _f I. c • H' ' N Builder's Option: Area may be concrete. Bottom of curb may follow slope of //jj c provided a minimum d tt"-' _ sub -base ept of inches is maintained. N tt[Oin 2fl4in Rolltop Curb A SIDEWALK (WHERE REQUIRED) VDOT STD. CURB - CONSTRUCTED ADJACENT TO r DROP INLET (DI-3) I AND FLUSH WITH INLET TOP 1 WITH TYPE A" NOSING -i 0 --- - __ 0.5' F•�'D � :FI-OW.eUNE .` • �:..4 �. '...-.' :' ;:I .. .. D' .r fLQW LI . 4-PLAN VDOT STD. ROLL-TOP CURB SECTION. A SEE DETAILS XS-3A AND XS-3C NO SCALE Of 2 U S A SECTION A -A NO 5CALE io LL �� - Jill c;, 1'aN L9r*'I"'.. D CY15 L: I LOL U < z CL ' w U (1) LU 0 Ul I LLI 0 �.%e 0 0� 0 0 ce U I-- rj ) I-_ 11" (TYP.) SEE PAVEMENT CHART FOR DEPTH OF EACH PAVEMENT COURSE L.' -, ,'_�;' , ��': , _-�:' I ' COMPACTED _-C.1�' ' SUBGRADE ASPHALT PAVING - ROADS NO SCALE Face of Curb Invert Line bin R 1 fl 3 in tin 1 Sin R 1 It 61n 12 I 1� _f I. c • H' ' N Builder's Option: Area may be concrete. Bottom of curb may follow slope of //jj c provided a minimum d tt"-' _ sub -base ept of inches is maintained. N tt[Oin 2fl4in Rolltop Curb A SIDEWALK (WHERE REQUIRED) VDOT STD. CURB - CONSTRUCTED ADJACENT TO r DROP INLET (DI-3) I AND FLUSH WITH INLET TOP 1 WITH TYPE A" NOSING -i 0 --- - __ 0.5' F•�'D � :FI-OW.eUNE .` • �:..4 �. '...-.' :' ;:I .. .. D' .r fLQW LI . 4-PLAN VDOT STD. ROLL-TOP CURB SECTION. A SEE DETAILS XS-3A AND XS-3C NO SCALE Of 2 U S A SECTION A -A NO 5CALE io LL �� - Jill c;, 1'aN L9r*'I"'.. D CY15 L: I LOL U < z CL ' w U (1) LU 0 Ul I LLI 0 �.%e 0 0� 0 0 ce U I-- rj ) I-_ � o 0 a) c 0 ¢ 01 rr Y`-I Gl N CTT O N YM-1 O1 U m M ^ n M \ _� I--1 c I Cn June 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001), 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11.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). 12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA, ANCHOR EXTENDS INTO SIDE OF DiTCH DITCH 6" MIN. LINE -F7 VARJES 0.1. PIPE \_2500 PSi CONCRETE`',':.~ PLAN SPACING DI PI GRADE SPACING 201%TO % NOT OVER 36' 359 50 ` 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 15' s� oo PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.5 FIG. S-4 ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. a I s" MIN. -` 17.5" MIN. 4 A 44' MIN. �a 1B MIN. 37' MIN. WWGNUr LOCKING ASSEMBLY 12' 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 1 /2" METER) NTS FIG. W-78 rD-15 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES WATER SEWER 3 � 0 0 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH DJ SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHYJAY DEPARTMENT APPROVAL. d FINISHED GRADE M.J. GATE VALVE NJATERI LINE d J 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK - d a a a a d 9 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 TD-9 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24" IN H" g,• 8'I I8„ MIN MIN. MIN. MIN. 6" BEDDING z #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4' MIN UNSTABLE INITIAL BACKFILL a" g' � g" g•• SOIL _ MIN { MIN = MIN MIN. ,'#68 STONE --- ✓ GRANULAR FILL AS C� -- MO_ APPROVED BY ACSA STA E 'OI 0 ©CKK STABLE SOIL OR ROCK NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 45' t 2 L 1 2 d 45' - - - - 45 m MCA o PLUG I ! r I I J 2 l i I T r 1' tr FOR ALL BENDS FOR TEE OR 4`/YE FITTINGS WIDEN TRENCH TO - _ ACCOMMODATE ANCHOR IF REQUIRED. m n Mi JEEEDDING AS REQUIRED I p PLUG 1�45' MIN T T SECTION 1-1 SECTION 2-2 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. 'N-3 TO-3 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.54 2.50 3.01 0.24 45 22 t /2 2,00 1.50 2.25 2.00 2.64 2.52 ""52.00 0.10 2.25 2.50 0.15 11 1/4 1.54 2A0 2.504 0,14 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 71 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.04 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1" GGJdPAE551CC1 x 3/4' MALE PIPE COUPLING ON APPROVED EQUAL 1` 7rt'E "K' - SCET COPPER FOR USE ON ATTAL1iE0 SINGLE FAMILY RESIUENiIAL SERMCES OR DUAL RES10ENTIAL AND IflftIGARGN SFJ2NGE$. 1'rt'ti' TEE NOTE, NO SWEATED FITTINGS \ DUAL SERVICE R S' COMPRESSION x 3/4" MALE PIPE COUPLING CR APPROVED EQUAL 1" TYPE -K" $GF7 COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NGT FflOW10E➢, SINGLE SERVICE NOTE. i) SADDLES SHALL BE USED ON PVC RIPE. cast IRON uD _ �FlNISHED GRADE u � r to"-rs' LGCKNINC I METER GALL � I ROX ALVE {,AL OU iLETJ l 56" MIN. = CGPPERSETTER II 1/9 BEND COUPLING� ps_ Ill I r - METER CORPORATION STOP BRICK AS Neces=ARr TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS NTS FIG. W-6A TD-1 O H J L I soaa PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN LLi Ip r 12" � 4 � � a FLEXIBLE CONNECTION --J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL � BE CORED AND A FLEXIBLE � CONNECTION "BOOT " INSTALLED TYPICAL MANHOLE FLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 N -rap view a a 6" MINIMUM 4' MINIMUM 21 a a, 4" MINIMUM d LJ NOTE: RESTRAINED JOINT FITTINGS. -- - -- - Side View 42" Minimum _ a C Certification of 959 compaction required 4 'I d 4 Galvanized Steel Beam, v W12 x 14 (rain. size) � a 3' min. penetration into undisturbed 45' soil or as approved by the v ACSA. III�II II -III TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 MOTE: MIfJ. 60" DIAt•?ETER tdANHOLE o \xREQUIRED. 7 nN. 3TE&' t tTrP,t DROP ;t hNpLE r„Jr CRASS & a N. U3E APFROVEL' FLExIBLE RUBBER dGf ,e-�__.•--,---H➢DTI ST6F' CDUf'LI riG x,' -GitGP FIFE � PIPE `'.TRAPS ti tS'TAIfJLESS STEEL) o SPA,CEP EVER`i .y�} VERTICALLY _ - �r.-9D° ?ESTIZAINED BEND t � � ✓ NFLUE111" o \t�•• a 4 .f ¢ SEWEr2 a ° PIPE FLAN PROFILE - ML'J. A' RE111JING WITN N0. 6E3 STONE 1_ HEIGIiI< OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SiiALL NOT BE LESS THAN TWO (2) FEET. 2-VERTICAL DROP PIPE SHALL BE SDR 26.F.V.C, SIZED THE SAME AS THE INCOMING PIPE MID C2?PENEOTED 70 THE DROP frFriPJG WITH STANDARD GASKET JOINT. 3_ VERTICAL DROP PIPE SHALL BE STRAPPED TO THE Pr1F1NHOtE AT PIPE JOIPITS_ STRAPS SHALL BE PrtflCrE OF STAINLESS STEEL 4. SHAPE INVERT -AS PIfEDEDTO PROVIDE SMOOTH TRAPISITiON FROM DROP flONNEG11l4N DJTFCHARGE POINT Tt7SPftIPJN LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHRILL BE QRJENTEDAT 45 DEGREES, INTO THE FLO+'N_ b_ VERTICAL DROP PIPE SHALL BE iNSTAILED AT 90 DEGREES FROM THE ACCESS STEPS_ 7. MINIMUM 72" DEAPIIEFER bL1PJ71C1LE REQUIRED FORA SINGLE 24" OR 12" DIAMETER DROP cONP•lECTION, OR PNO 8" DIAMETER DROP CONNECTIONS - STANDARD INTERNAL DROP CONNECTION 11,15. FIG. S-1-C2 .T.S FIG S-I-O CVR TU-31 FINISHED N GRADE ITIrTIT rT=TI T=1TI7 F)T1 T=1TI7 ri 4 TRENCH A' REDUCER -md 4- +-2500 P.S.I. CONCRETE THRUST BLOCK - - - - -------- UNDISTURBED SOIL A 18" MN. PROFILE VIEW UNDISTURBED SOIL -EDGE � -f OF TRENCH a 24" MIN. a f - REDUCER 8 .r g' MN. A n' A n ,4a 2500 P.S.I, CONCRETE THRUST BLACK - A,. 8"MN I - UNDISTURBED SOIL - EDGE e ° OF TRENCH a 24" MN. -i NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, 4R AS APPROVED BY THE ACSA. CERTIFICATION OF 95%" COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND 512E OF ALL THRUST BLOCKS. TYPICAL REDUCER -THRUST BLOCK NTS FIG. w-3D COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES 5/8"-1" METERS) NTS FIG. W-7 TO NOTE HYDRANT MUST DE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES s' MIN z' TO to' (27D') 18"- 22" 7 CU, FT. YALVE BOX jf68 STONE 4� 6" GATE 2"MIN '.t VALVE TEE 2500 P.S.I. CONCRETE - BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE I RESTRAINED JOINT FITtINGS Y41-IEN THE SOIL IS DISTURBED OR WHEN A HYDRANT 15 LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, 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 1%2' FAIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE 'KEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 Tp-8 (SHED GRADE _III-III-1I I� I I„ AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE I -I DRAIN TO GRADE III-li. I IF POSSIBLE III -II. BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP NOTES: 1} A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NUN -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2} FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3] IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) -13 TD-20 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (GROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPEp INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% %,� (1/4° PER FOOT) 1 , � 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". r - 5. ALL SEVER LATERALS SHALL HAVE A MINIMUM COVER Ti OF 3 FEET. SALT TREATED FINISHED GROUND 2 A 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'0'0" IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 5-2 TD-33 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36°MIN LARGER THAN 5" IN ANY DIMENSION 24"PA I INTIAL BACKFILL'* 8'MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE � MECHANICAL TAMPER HAUNCHING No, 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH No. 21A STONE. 2.FUR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 'I STONE SHALL 8E PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" I BEDDING OF N0. 68 STONE II �L I TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 SCOTT R. LLINS'Z Lic. No. 035791,�. I16�n. 4/ 19/21 TIE-IN TO STA EXISTING +30 43C 4 5 4 , 2 \ 5 PVI STA:12+75.op PV�A:11+75.o0 \ PVI ELEV: 401.51 4 420 VI ELEV o6.2� i K• 16.17 � '420 , 9 LVC: oo O N LVC: 6o.o0 -- ----- - - -- ---- ----- ---- --- ------ -- PVI STA:1o+2 00 / 75• \ -EXISTING GRADE 'PVI ELEV: 400.$8 HIGH PT. STA:11+74.79 o Q, N K: 2.50 / HIGH PT ELEV: 40 •34 o 0 o LVC:10 oo o r1l O Ln Lu L<, Ln U 1 U LOW PT. STA.1o+I' .o0 1 4 5 29 - -- - -- N U> 4 5 ------ ---LOW PT"ELEV• 4go.93 � + � ---- ----------------- + > cp > - rl ri N CD LLJ 0 00 O 00' PVI STA: 1o+84.00 u ! u o rn o m U> v> PVI STA:13+25.00 N o0 m 0 PVI ELEV: 4o .g8 m m w w PVI ELEV: 4o1.oi \ d' ++ o K:15.04 1 / PVI STA:14+75. p 41O ,� `U 'i u -4 - -- ---- - - - -- - K: 6.53 PVI ELEV: 392.62 L}10 ---------- --U > u-LLJ 0 00 �, STA.11+51, ELEV.-4o$.00 - - VC: o.00 ----- -- - -.E: 2cro - - - ------ -- ------ s - -- -- - -- - ----- ---- - -- ----- LVC: o.o INTERSECTION w/ NOUSH COURT � m W w o Ln 0) - co �i N o a ,�'� LVC:5o.00 O a 0 PROPOSED AIR- •• \ RELEASE VALVE o '- + � 00 0 o w W W ri U l) ri W rmi W O t O ri Ln > /> U U Ln rn o rn \ 405 > °° > W > � > � W Ln o w ,� ,� 4 5 W, ��Goo - ---.4.)1i -- m----. w -. .`.a- -�-_U XISTING PAVEMENT / >� w j 10+24, ELEV.=400.98 INTERSECTION w/ WESLEY LANE m wi STA.12+77, ELEV.=401.73 ` PVI STA:,16+00.00 z o% z.oQ% 400 CD-1 P15 VI ELEV: 388.74� o VDOT STD. K:1z. O 400 - -- ---- -! -- --- VDOT STD. CD-2 VDOT STD. CD-i 1.00% \ ROPOSED GRADE EXISTING 8" G.V. Ln 0N° �l 1p 00 PROPOSED; PROPOSED PROPOSED S 600 ^ 00 8"x4"TEE; 8"x6"TEE 8"x4" TEE 3.5 MIN. ul m ^'t 395 9 4° G.V.' (1) _ 4„ G v �; > `i > 395 1 - 6 G.V. () vi \; 8" CL. 52 D.I. WATERLINE - - --- - > 8" D.I. WATERLINE PROPOSED m w PROPOSED' ' 8" x4TEE PROPOSED \ END TRAVELWAY CONSTRUCTION (1) G.V. PROPOSED 8 x6 REDUCER 4 8"x6" TEE 3-zoo, STA.17+18, ELEV.=381.66 390 - ---PROPOSED 8" 22.51 BEND 0 -- ._ PROPOSED 6 CL. 2 D.I. WATERLINE- -- ----- ----- - - - ---- - - -- -- ---- - --- (1) 6" G.V.--- PROPOSED '� ---- SANITARY PROPOSED 5 SEWER CROSSING 8"x4"TEE (1) - 4 G.V. 27 PROPOSED \ 6"x4" TEE 385----- - --- REMOVE EXISTING 8 PLUG &TIE IN- ------ ---- - _ (1) _4" G.V.- --- ---- --- -- -- VDOT STD. CD-1 S 385 " WATERLINE N E - - __. - - -- -- - ---- --- - PROPOSED - - - -- --- -- ----- --- TO EXISTING 8 D.I. WA � T - 8a 6 x4 TEE 41 (1) _ 4" G.V. PROPOSED 6" go' BEND TO FIRE HYDRANT ASSEMBLY FILL 380 3$0 m lD Ln 0 Ln m fe l0 h, Ln co Ol Ln i-I m ri O ri It ri N --t 00 Ql O ri m Ln Ln I'D 41 -t OR m l0 il� 00 Ql ri C)t O lD N N C9 L0 (') (10 00 O Lf) 00 O N m t0 00 r-. ri ri O ri 0) N O It L!i .t Ul N al ri 00 0) Lfl LD 0) •t ri ri Ln O O 00 Ln Ln N N O O O O O O N 0 N O N O N O N a) N Ol ri Ql ri 0n 0n Ql Cil 00 00 00 00 00 It It It It .t -t .t t -,t 't t It .4- -It wt M .t M 4t m 't m m M rr) (M rn m m M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 WESLEY CIRCLE PROFILE PRIVATE TRAVELWAY - DESIGN SPEED =15 MPH NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 1 � � IN FEET 1 inch J ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 430 425 420 415 PX111 STA:10+22.Sq ELEV: 401.201 6 410 I K: 8.33 -- -0iVI STA:1o+Z5,c -- - -- L C: 25.00 PVI ELEV: 398.E I o m 0 D ° Ln 0 `D ! K: 33.37 LVC:25.o0 +0 -,t+0 't of coo of H 405 ri w ri U LLJ U N Ql 00 0 m W A Lv ri u U Oi u > > w m m l W _400_ INTERSECTION w/ WESLEY CIRCLE -2.00% - STA.1o+oo, ELEV.=401.73 395 r8;" POSED ----------- _-PROPOSED ' TEE (1) 8" G.V. (1) 6" G.V. 1 inch = 50 f L. 430 425 420 415 - -- PVI- TA s3+6:-47--- \ EXISTING GRADE PVI ELEV: 3913.99 K: 8.33 I LVC: 25.o�O m m rn N 410 ---- - - - - -- ---- ---- --- - rn m - \ --- - - --- --! ---+ -m PVI STA:12+ 5.18 I r' u rn Li-i PVI ELEV: 38 .93 u m u > > > Lu PVI STA:11\\+50.13 C::L50. j m w PVI ELEV: 3! 46 LVC:1So.o1 405 --- - - K; - - - - ao �'------ ; OW-P-T STA:-1 +8 6------ co_ ao 4 •49 ri Ln 3 9 ri -----�--- -- -- LVC: 25.00 \ " \ o rn LOW PT ELEV: �90.77 6 / + rn + m ko O 1 110 0` 00 \ H w � Lii r^ 0) I � CY) i Ln > In > / H m 1 rl m \ > m �> Lu Lu Li; I m �w 400 m U Lu CO Lu INTERSECTION w/ WESLEY LANE STA.14+12, ELEV.=394 50� 390 3.7' PROPOSED 6" CL. 52 D.I. WATERLINE �� 2( l tr---'1 CMUM PROPOSED 6"x4" TEE (1) - 4" G.V. LD Im. 4 t G)1 Clt lD LD t N O N Ol cN 0)�I Ql O Cn 395 \ PIROPOSED GRADE 4.84i \ VDOT STD. CD-1 / 2.00% 5.00% 390 VDOT STD. CD-2� PROPOSED SANITARY \\ FILL VDOT STD. CD, -1 I SEWER CROSSING \ TYP. PROPOSD 6" 9o° BEND T FIRE HYDRANTASSEMBLY 385 PROPOSED SANITARYl�V SEWER CROSSING PROPOSED SANITARY SEWER CROSSING 38o 00 O �' rLni O 00 Wri N ri 00 m h ri rvl O LD N m �t mm co a) m m mm -tm 10+50 11+00 11+50 12+00 12+50 13+00 WESLEY LANE PROFILE PRIVATE TRAVELWAY - DESIGN SPEED =15 MPH 13+50 14+00 ,rIn 0P,P 4SCOTT R. LLINS�Z Lic. No. 035791)'t�, '0 4/ 19/21 �4 ANAL z 0 J - < CL C wz 0 ul) G 0H� ~ H u w z < a i ff) z w )� F s 0 z z z W W W i z 2: 2: 2: 0 0 0 0 0 wcan can < a a a ` a L LuW W W C ca °- D- CL I J a 0 Lu 0Lu Lu Lu L [� cn (n Ln c °w w w w ` , o oc c L LuC rn °i rn rn rn -4 T-i W N C7 N -4 0 N N f - -.1 ri M ^ , 1 TN-i TH 0� 445 445 SCOTT R. LLINS'� U Lic. No. 035791,E o� 4/19/21 r� �SSIONAL Y'Ln m w cn EN z Lu STA.1o+o0, o z g o o U z � z z z o 0 o ¢ > � ) W m v¢i v¢i c¢n Z U U U J O Q ¢ ¢ ¢ U w p Q U w w w w c`i� m a a a ¢ w - Q Q 0 0 w w cn cn cn m I..L C FI H L J W w > > > m w W W J 0 OC W ul ¢ CL V) d a w U) Lu w w rn rn rn °i O1 r+ H N o ko m rn '1 N Nrlj , 4 N L9 to M N d' i uj N N L1J CC J J_ > W LL toLu LL ry L9 Q � � = Q U aC r W p ul!!� v) LLJ I--- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+00 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 W W J NOUSH COURT PROFILE ,.� PRIVATE TRAVELWAY - DESIGN SPEED =15 MPH ®® U) NOTE. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST W VERTICAL GRAPHIC SCALE OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT LL 0 MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER 5 0 2.5 5 t0 20 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 0 ROAD AND BRIDGE SPECIFICATION 303.04 0 O ( IN FEET ) O 1 inch = 5 ft. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE N co SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE z1A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR Lu HORIZONTAL GRAPHIC SCALE CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE 50 0 25 So ioo 20o SPECIFICATIONS, SECTION 3oz.03G. w w O w NOTES: °- ( IN FEET) 1. ALL FILL TO BE PLACED AT 95% COMPACTION. JOB NO. 1 inch - 50 fL. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 182150 3, MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SCALE SANITARY SEWER MUST BE PROVIDED. 1 "=50 ` (Al SHEET NO. • �� °�- 14 ( PVI STA: zo+7o.00� PVI STA: P�(I D I 11+55.0o ELEV: 433•z9 I PVI ELEV: 4z8.67 I K: 8.75 I K� 6.gz LVC: 30.00 � LVC: 30.00 440 - ' �, q� j 8 �I e N � -o - - -_ _ _-� - __ _ ----- - - _ - - - -- -- -__ �--._... - ---- -_ -r---- ---- -- - -- �---. - ---_ _------? -- ---------- --- - --- ----- --- _---- - ----- -�-- --- -------- _ .. ---- -- - _�___. _ ------ - - - - {--------- --------- -- } -- - �- - 440 r ems{ �. �r"- � oo m � �_- i I i � LLi � �i.i � �i-i PI STA: 12+74.op j vi �-{ j vi j I U j m y w m m l w I VI ELEV: 420.1 ; K:12.65 � w PVI STA: 435 I w PVI E_LE iaz+oo.00 � LVC: 30.00 : 4z_ ' 435 -z•00% _ I- -------- i __-------- -- I - K: 1p.88 .z8--- -- - �o m I LaC: �5.0o I� ° oo °�+° CUL-DE-SAC ELEV�° j m � O� `N � N� '� � � u 43o i i �3i � �• I {{ i I I +� 5 m � W N W f 43 o BEGIN CUL-DE-SAC i I I I m i u w STA. zo+55, ELEV.=433.59 76'% w � I�T�A: i3+z4.o' I � VI ELE�i6.1 ( I I ! 425 ( ( I - 1 ! I K. 30.38 I Lvc• o.00 I •3 I tq rl O l0 � io m o o -- EXISTING GRADE I �--- -- i j--- I I f ! I I 425 I frn � rn � to m �- +� PROPOSED 4" go' BEND � � > cri PVI �TA:14+65.00 I 4 20 I I - ; BLOW OFF ASSEMBLY I , u m u w � PVI ELEV: o6.z ( I I i 4 20 I I ' PROPOSED K:15.g6 4"x4"TEE I I I LVC: 80.0o I 4" G.V. � -8.00% I PROPOSED °o o I � � I I 1 I 45 i PROPOSED I � � GRADE r`nv � � 1 45 C x TEE j (1) _ 4�� G.V. , 3.5' MIN. 1 � P-VI-STA:- + ; � � > -- ----- - I u m � 1-1 w PVI ELEV: 5, oo---------I------- --- � ---------- --- -- --- � �- I , PROPOSED i" COPPER I I m I K: ig.go� IWATER SERVICE LATERAL I )o � �' LVC: 50.0� PROPOSED 4" CL. 53 D.I. WATERLINE INTERSECTION w/ WESLEY CIRCLE o m o 41O � ( � STA.15+z6, ELEV.=4o5.00 o m t o � N i I i LF10 i PROPOSED 4 45 BEND � + �\` - - - � - ---- --- - ---- ------ � PVI STA:I18+5o.00 � PROPOSED 4" 45°BEND w � � � w I � > PVI ELEV: 39i•87 I , PROPOSED 6"x "REDUCER 4 i j u m i > m u w > K:3�..g6 LVC: �.00.00 PVI STA: zo+3o�00 � O I I o 761 � co � � PVI ELEV: 38g. 8 I I 4p5 o I PROPOSED i 6 x6 TEE TO ° m � o m � LVC: 55.0o I � FIRE HYDRANT ASSEMBLY -z.00% PROPOSED i °,�° w i Q1 w LC�W PT. STA: zo�z5.00 I I i � 8 x4 TEE � u � > � u > ! L W PT ELEV: 60 3�9• I � { I I ! PROPOSED 6" CL. 5z D.I. WATERLINE � (1) - 4" G.V. m 0° � w "' j o �o ° � I 4 00 - -I- I ---- -- - - ---.. .--------- ._ -� ___ -_ _ _ -- --- - u u �-- -- ------ PROPOSED 6 x6 TE E TO - ------ ------------- -- FIREIHYDRANTASSEMBLY --------------- ---- ------ ----- ----- _---------- - I -- ------------ I-^ I N ff I 4 00 �•S� VDOTSTD.CD-1 I N � �! v �> I > PROPOSED 8"x6"TEE 3.5' MINi. i u m m � I 395 6" G.V. i j 395 � I _ i INTERSECTION wJ WESLEY LANE i �.3 1.a' I I STA. z1+oo, ELEV.=39o•77 I i O 39 i I 8% i o 0 0 0 39 O i � � _. � _- - _ - _ - - � - - --_ _ - - - ---� - ---- _ __-------- - _ _ ----- ------------� ------------- ------------ ------ --------_ ------ i ---------------- -- -- ------------ ----- - 0 --PROPOSED 4 go BEND TO FIRE LINE &WATER SERVICE t I 35 I i I -F ; I I ---- - - ---�-- -. ------------{----- - -- ---- PROPOSED 4" CL. 53 - - -- -----------�---------- --- -----------.-- -- -- - --- ----- -- D.I. WATERLINE --------------r �7VDOT PROPOSED I ----5 EWER SANITARY STD. CD-z i � 38�j 420 { I f ( MH-15B 1 I I EXISTING GRADE � STA:38+8i. 2 3 RIM:4o5.25 ! { f I INV IN. 394.45 FROM EX-SAN17 ( I I I I i i _ _ 4 STA:35+6o.io .2 T MH-i A INV OUT. O 394 5 5 MH-15A m 45 STA:38+o5.77 i MH-1 3 j I J RIM: 8. 8 INV IN 39z.12 FROM MH-15 INV IN. RIM:4oi.5o 393.87 FROM MH-15B rn i I I l i I I { i 1 ( STA: +1 1 35 9 5 i INV OUT. 391.92 TO MH-13 INV OUT 393.67 TO MH-15 0 Lon ;410 � 1 . r � -i -- ---- - - ---- -- -- i -- I --- -- I -- -1 ------ - -- ! - - - --- - --- -- --- �-----I- ! ------------ --- - -- -- -- - - --- - --- -- -- ------ -- I - --- ------------- -- - - - } - I - ---------- - ----- - !- RIM.399.0o INV IN. 391.45 FROM MH-i4 INV OUT. 391.25 TO MH-12 i -- - - i - - -- ----- --- - - --- -- -- - ------ - -I M H-1 / 5 STA:37+24.03 --- -- - -- - - �� \ -�- --- ---- ----- - -- M ^ O1 N �+ + Q m r-- ---- ± RIM:404.42 v'Q I INV IN. 393.12 FROM MH-15A \ w F-> w to E z i INV OU T. 392.92 TO MH-14 �t05 t � PROPOSED GRADE { I ! i ' 'SAN-11 STA:30+00.36 ( { ! ( I MH-11 STA: / MH-12 STA:34+i6.go RIM:395.00 INV IN. 389.12 FROM MH-3. I i ! I / I RIM: 8 .o 3 7 9 ; j + 2 33 34 5 -- f f------- ' ( iINV IN. 7 49 FROM MH-10 3 i RIM:391.83 OUT 388.gz TO MH-11 O-- i FILL (TYP. L}00 -- - -I ----- ---- --- - --- __----- -- - --; -- - SAN-10 -- - --- - -� 374. 9 -- -- - - INV OUT. z TO SAN-10 -- --- - - - - �------__ I NV I N. 8 zo FRO M M H-i2 -- 3 3 -- --------------- ._.. .INV �------------------ f --- - T � TIE-IN TO { STA:2 +66.26 9 RIM:388.97 MH-10 I INV IN. 383.2o FROM MH-11A ! I INV OUT. 383.0o TO MH-ioB I ' PROPOSED 4" WATERLINE CROSSING----*' 33A EXISTING MANHOLE { f I ( PROPOSED 2" WATER SERVICE CROSSING INV IN. 374.13 FROM INV OUT. 373.93 SAN-11 TO SAN-g STA:3o+36.6i RIM:388.58 MH-1oB { STA: / ( EXISTING �� PROPOSED 4" WATERLINE CROSSING G 8 WATERLINE CROSSING 1 9' 395 - t - -- ---- r - - - - -I- --}- -- I -- -- --- --- - - SAN-g - .... -- --1 --- - - --- -- -- t ---- --------- -- - I N V I N. 374.87 FROM M M H-1oA - INV OUT. 374.67 TO SAN-i1 -_ --� z+ 0.6 3 7 5 --- ---- - --- RIM:384.00 INV IN. FROM MH - -- - - -- ! { -- - --- -- -- - ------T ---------- -- -� �-� -(---- , - -- _ - - -- - - I f--- - PROPOSED 4 WATERLINE CROSSING -- i 2 8" DIP STA.28+17.35 ( ( 376.45 u. 1i` I ( RIM-383.43 INV OUT. 376.25 TO MH-10A i ( ! 8" DIP li 3•�� 33 73 LF Qa 7.83% I f I INV IN. 373 08 FROM SAN-10 INV OUT. TO SAN-8 ( I MH-1oA PROPOSED 6 z.5 " P 8 DI o. 1% 77.74 LF Qa 7 8 "_DIP - - ---- ---- --- -.- -- - ---- - - •-----_------ - - ( ----------SAN-8 I __-_ ---�- ---------_ 37z.83 - - -- -- -- - --- -- � + --- - -- -�- -- -- -- - - - -- - - - - --- -- -1- STA: 1+6 .6o - 3 4 ---- ---- - - - - - -- WATERLINE - CROSS I N G---- - s. 5 -- -- - -------,- ------ � - --------- 4 159.93 LF o. %-----I ---- ---- - --- - -- - - ,-- � - --- -------- - --- 1. LF o. 7 55 5 '------ - - ---' o -A% - ------ 39 O ---------- 1 I � Pv I SAN- ! STA:z6+ 6 79 5 RIM:379 25 ' i { \ I I RIM: 80. 0 3 5 ! INV IN. 375.7o FROM MH-ioB ( 26 8„ SDR- 2.16% 6i�F 8„ SDR-26 PVC 33B { 7 +S5.3o ! INV IN. 37z.zg FROM SAN-g ; �-- ( 1 { INV OUT. 375.50 TO MH-10 g$ 36.58 ° LF Qe 1.28/0 - - I 1 SAN-6 STA:24+16.34 RIMSTA-37 R M:379.54 INV IN. 371.63 FROM SAN-8 INV OUT. 1 6 TO SAN-6 1 37 4 INV OUT. 372.15 TO SAN-7 I / --- - - -- -- - --- - r-- - --- -- -- -- - - - o O ---- --- - - - T 385 RIM '377.10 INV N. FROM SAN-7 370.72 INV OUT. TO SAN-5 370.57 I I O PROPOSED GRADE38 i ( EXISTING GRADE 3.0' I I 1. ' i 375 _ 1 8" P ( I O. 10 124.00 LF @a 5 I I ! ( �� 10 DIP ( ( { ( 3 j io" SDR-26 PVC ! 144.9 i LF 0.59% I j -- ._ „ -- - - 12 SDR-26 PVC - ° LF �a o3 i2" SDR-26 PVC° � i2o. z6 LF �a o.43 /0l- - ----- 133.79 LF C 0.40% -I ---- - -- -- ----' r -- - - --II--- -- �T -------I---_ 8" DIP z. z LF o. 6%-------- ----------�LF 4 5 I 8" SDR-z6 PVC ° o. /o �54 --- -34.96 I I I --------- - - ------ -. - - --- - - - -- -- ---- O 37 --- ED ON I I { P 30.io LF �a 0.53% ( I I NG I �65 O O ci M a) N L0 00 r" m N rl 00 00 Ll) ri m N .'}• m O 0) O) ri IT CT) Lr) 0) �t 00 Lf) 00 W 00 d" 1.0 O 00 O .t d- Q) Lo N rl M M 00 U? N rl. O rV LD ri N r*l 't l!) 0) rla ri It N ("? Lr) Lr) 0) c0 O 00 -4* r�- M m Lo Ln ri 0) 00 O l0 CO rl 00 O) 0) N in O 00 O 00 r 0 h1 0 00 00 00 CJ) h O 00 rl CO M 00 rl* 00 r^ 00 00 O rT 1l in 00 00 It 00 N co ri Lo 00 00 0) H rl 00 O 00 -t c0 00 00 It Cl) N .t 0) O _tLo Ol ro Ln 01 O 0) M 0) 0) m a) 00 (n Ln O O N O H N L0 O rl -t O O H M 0) O 0) 11 O N O N Ln O O rn m m m ro m m m m m m m r°n m m m M m m M M m M m m m m It M v M m m m m _• It It It 4 It -It It m d- 4 4 It 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 EX-SAN17 - EX-SAN4 PROFILE BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BETAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. J a w N ri m d O J W 2 2 > r-I 22 wy 00 Ln 2 cj� 0' ~O 2 w w O g O o O 00 p O N N O m M r» M LL rn 395 O ri MM? �M 0 m z z O 0 ao ao M 2 a > > > a m 0) ml- �Ln zz z CO Zo =ate» zz 390 Zg ROPOSED GRADE 395 385-- -- ---- �~ ��1 385 - -- PROPOSED 6" PVC SANITARY SEWER '8" SDR-26 PVC SERVICE LATERAL TO BLDG #i �311 \ LF Qa 0.55% 80 ' io9.5o LF Qa 3.5% \ 3 3 80 FILL (T P.) 375 375 FILL TO BE PLACED EXISTING GRADE AT 95% COMPACTION 370 370 0) Cv Lr) r�_ 0) o•, N ll� O O 0) I-q m Ln n Pa rl Cq N rn a) CO ri O) H 00 O C) r" 00 h. - 0) r 0 0) M M rn rn M M m M m m 0+00 0+50 1+00 1+50 2+00 2+50 MH-1zA - MH-11 PROFILE 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+oo 36+5o 37+00 37+50 38+oo 38+5o 39+00 39+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch - 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch - 50 ft. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.'' 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 0 ( i a E)�,-SAN 17 - EX SAN4; PROFILE I 385 S AN-6 T T I STA:24+i6.34 EX-SAN-4 STA:2o+o6.37 I SAN-5 STA:22+72.94 I NV IN. 10. 2 FROM SAN- 37 7 7 RIM:37i.3z { { ; RIM:376 73 INV IN. 369.74 FROM SAN-6 INV OUT. 370.57T0 SAN-5 INV IN. 367.73 FROM SAN-5 380 1 EX. I N V 367.5oTOEX-SAN-3-------�-- I - --- - - -- -- INV OUT. 369.64 TO EX-SAN-4 - --- -- ------ ------ -rt- ---- --- --- - - -- _ E--- - - ( - - j EXISTING GRADE 375 - (� I ------- - - ---- ---- - ' -- -I- ---- 370 I ! 12" SDR-26 PVC _ PVC _. ----__.__- ---- -- -134 96 LF �a o.55% SDR-26 PVC i39.4o LF 0a o.6o% j j 12" 262.1g LF @a 0.73% 24" STEEL CASING REQUIRED, CENTERED ON THE STREAM CROSSING AND EXTENDING 365 ( PAST THE CULVERT WING WALLS. 0 O 00 m 00 -41 0) f- Lo Ln ®) ri a Lo 0 O ri m a) N r! R m m t m Lo r. m W Pam. m 0) f. m Lo I m le P m h h� M 00 I`� m M h m 0) I`, rn 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 (IL In 0 SCOTT R. LLINS�Z O U Lic. No. 035791,E '�� 4/'IONAL E� z O J a w O Z Ln J Q W z r� VJ � UA ce. z w i 1 � I ± o f f U z z , O O - U Q w U) LEI Li) i Q Q Q ' I I I w w w I m a a a , Q i Lu ' - - aw w w 0 0� ce 0 w U) 0 rn rn rn uj O Ol N N .4 d�- VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. VMS 440 STR:52 VDOT STD. DI-3B (L=12') j TP=431.50 INV IN: 427.io TO YD-14 INV OUT: 427.00 TO 5o j 435 I !- ! ( { --- - - - -- --- - STR:50 VDOT STD. DI-3B (L=16') -----435 -- i XISTING GRADE TP=422.67 j j I INV IN: 416.6o TO 52 i ! INV OUT: 416.5o TO 48 430 ' STR:48 VDOT STD. DI-313 (L=16) TP=419.67 ( 43 0 - --- - ----� INV IN: 414 25 TO YD-13 / INV IN. 41335 TO 5o INV OUT: 413.25 TO 46 I i i I I I 425 I PROPOSED GRADE j 425 I STR:46 VDOT STD. DI-36 (L=14') TP=413.50 ! oho L�C01'0 420 INV IN: 407.10 TO 48 INV IN: 407.10 TO YD-6 yh�F i --------------__..-r 420 ---- j! INV OUT: 407.0o TO 30 ---- _�-- ----� -- ----_ -I--- ------ ---- - �° ---- i STR:30 VDOT STD. DI-3B (L=16') 43-5 ----- -------_INV TP=4o6.00 IN: 399.75TO46 INV IN: 388.72 TO 32 INV OUT: 388.62 TO 28 i 6y�°�° ti5 Ca ; 415 j 5ti33 � � I I 4 10 , !_.._.-___.__. I I i 410 410 - ._ _-___.____ _____-._ __ __-_____._.-___-__ �_ 405 I --------- ---�- __ ---- - --- 405 - - -- --- --- --- -- ---- '��5• -- _ -t- - ---- - -- -- - --- - - --- _ -- � 400 yz1�2 I ; I I 400 I I ! 395 i I '-- 395 -- ---- - ---- --------- . - - - - ---- ! - -- - ---- -- ._ -- -- -- --- -- --- - -- ---- ---- - - - -----� ---- - 1/2" STEEL PLATE SHALL BE PROVIDED IN ! ! I I ALL PROPOSED "STEP-DOWN" MANHOLES ! I 390 j ! i I j 390 V Lf) M r-, N w ul) *J' N ri M O Ln r, 00 O O N Ln O of It N 1p r`, O N 00 r, O N N O rl rM Ln 01 rl ry 01 H O Ln m N N m W Q1 N m Ol N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-52 - STR-32 PROFILE uW m In o Ou p p O O p ' ' M wwEO 0000 to F- F- F- N o0°,000 o p > ono rn 0) rn O M CO M F- p o l7 O N _ p p 405 N o p z X m Z l-'-' �_0 0 4 5 I�zzz0T�-w° a>>>> O t ul I- cn F- z z z z 't j Lli O 01 w a O1 Lf) m °m O M m 00 ,Xi, om1 z 0 �� w Cn MO 400 - - - - -- -- 0 > > Q' II > -- ---F- - -- LnF-zz z j PROPOSED GRADE 395-- 395 - EXISTING 12"---� EXISTING GRADE PROPOSED SANITARY WATERLINE SEWER CROSSING 3.1 CROSSING i, 1. �. I 390 390 15 " RCP I 1 15" RCP 67.o1 LF (7a 0.500/0 53.69 LF @a o.8o0/6 385 1/2" STEEL PLATE SHALL BE PROVIDED IN I "STEP-DOWN" 385 ALL PROPOSED MANHOLES! O O rl to DD rJ CO O 0o 0) Q t M(y) 0+00 0+50 1+00 1+50 EX-STR-Dog - STR-32 PROFILE 3+50 4+00 425 420 415 410 405 p N 0 �p N } O F- I p 000 / °l �- Ln 0 rM:l N lLf) r, 0 m N -- al m 395 p mmomml- --------- z Z Z -- - - m---0 »» V) z z z z 1 390 1 385 IM ING GRAD 00 kD 1 / II I ! m m U- ! ' O N /M ! id p SON N Q�0 - }- - -- NO 0 0 O F- I Vl O 0 00 Ln ~ N c�1 0 m 00 0 N Q100 p ` o� m > O00 rnm rn m j > M F- N mZO r, N MZ Z0 u z z z Vl F ZZ--- PROPOSED 6" WATERLINE CROSSING 13'6 2 RCP 134.65 LF @1.89% PROPOSED GRADE 425 � i 420 I VDOT STD. MH rl \ STR:28 _j j �] 0 415 TP=4o6.08 ----- INV IN: TO m .. - M�z -------- _- - ----- - -- (j ---o m- - - - w -- - -- . - 388.47 30 O a INV IN: 400.5o TO YD-5 INV OUT: TO p t mo N a \ d Ln rl X F- M o o w 388.37 26 00 w vl LQ aoO v o or, li `�° Z o 410 N Q� -- ------- ----- om 00 LLI w Oi o -X� I - -- O mZz ° n \` nm 000O > o 't m0 00 M0C)O X �rn O p M r,M a ZZ Zto 0O al a o00 W 0 F Z0 NM m- j ! >>N II Z 405 --- --- --- -- -- ---- �F-zz-- F- a > > > > z Z Z Z ; PROPOSED 6" WATERLINE EXISTING 12" CROSSINGS -- - - - ---- - ---- -- - - - WATERLINE - --_ C ROSS,I N G - - ---- 1.4' T -- - 400 --- - - PROPOSED 8" WATERLINE CROSSING ---------------- - ---- -- PROPOSED 4" WATERLINE CROSSING 15" RCP I CP 24" RCP o 96.04 LF �a o.50% "R 24 0. 1% 91.08 LF [7a 0.54/0 1O3.57 LF 5 -- ---- - -- --- --{ - �--- - - z4" RCOP -- - 23.96 LF @a o.63/0 �4" RCP � I 47.73 LF @a 0.52% 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES 395 ---__-- --------i----- - - 15" RCP ------ --- 53.8o LF Qa 1.21% 15" RCP 43.76 LF @a 0.71% --' 390 PROPOSED SANITARY SEWER CROSSING 385 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES 38o I 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES 375 375 i In m h r. t,0 0) 00 01 R rl fv 00 ci O M rl l0 r. 40 N Ln to +t r.}. CO N r` 6.11 U? l0 lD lD N * ' t\ rl CO rl rl Ln 110 0) rl 00 � N l0 en rl N m h M to Ln M N N at 00 CO 0) 0) O of c l m ri m N M N O N O N O rl O O O O M rn m M t m M M -4- M 't 4 ,t -I 0+00 II STR:8 VDOT STD. DI-3C (L=6') d Li Lt 00 TP=389.92 = m o 00 rl INV IN: 383.35 TO 10 00 _-0_ rt o _ H 0� 0 i INV IN: 385.92 TO ROOF3 ( rl O o �F- 00 M j INV OUT: 383.25 TO 6 OCC) OP m o 00 OH 0 STR:6 VDOT STD. DI-3B (L=1o') Op r, mom o ^ -. °m > o om 00 I I TP=390.42 ao > `° m F- t H 395 ' STR:4 VDOT STD. DI-3C (L=6') INV IN: 385.33 TO zo rn o C `.. rn z D . M z z 0 TP- 8 8 ' r! 0 Z 0--- n- 0---- oll -3 9 3 INV IN: 383.02 TO 8 - - --- Il > > 1 > > z z z INV IN: 382•33 TO 6 INV OUT: 382.92 TO 4 LCL z z Ln F- z z INV IN: 384.25 TO 22- j INV IN: 379.5o TO YD-1 INV OUT: 374.5o TO zB 1 j 390'TR:2B VDOT STD. MH ---------- TP=376.00 \ INV IN: 37 93 TO 4 0. I\ � \ INV OUT: 370.83 TO 1B 1/2' STEEL PLATE SHALL BE PROVIDED IN PROPOSED SANITARY SEWER SERVICE LATERAL CROSSING 8 ALL PROPOSED "STEP-DOWN" MANHOLES\ \ \ 35 = \ NK >� 0m071 p m N � ! i 18" RCP 15" RCP w OOo o ~ 107.84 LF @a 0.55% \ 51.46 LF Qa o.6z%' 38 --- O r <- �� ---� - --- -_ -- I--- -- - z 4 -- ----- - j\ - - -- - - - - - - - 18" RCP - `o^ m m� ! PROPOSED SANITARY \ 42.58 LF �a o.54% m mZ Z p SEWER CROSSING 18" RCP ~ z zz 34 49 LF °- i ; PROPOSED SANITARY \ �a 0.67% �\ `" ~ SEWER CROSSING \ 18"RCP 375 -- - - - - --- -- - --- - -- - - ! ----- _ _. -- --------- ---- -- -- _ 57 L F � 54 2. % -- --- -- - - -- - - 4 ! \\ 2 �&� EXISTING GRADE \ 370 ° ! ! y�F I ------ -- -- ; -------- -- 6 !-- - -- - 2ItRCP 6�% 6 ! 1/2" STEEL PLATE SHALL BE PROVIDED IN 2 ; ALL PROPOSED "STEP-DOWN" MANHOLES F� 65 I I 1 365 ri m o Ln tip 00 O '- ri a) cr) Ol In M O 111 O N M l0 4n N O of m of of LO Ln L9 rl O O Ln O O O '• O ri of 4 CIO It N rl M r. O O U1 O N 01 Lp O k.6 O r-� ri r_ r` 00 r` CO 00 00 m CO 0) 1`, 01 r, 00 f Ol r+ Cl) w 01 m m m M M m M M m m ro rn M M m m m m m m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR-i.8 - STR-1B PROFILE 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 EX-STR-Doff - STR-4 PROFILE STR:16 VDOT STD. DI-3B (L=8') TP=397-92 INV IN: 391.10 TO 18 STR:18 VDOT STD. DI-3B (L=8') INV IN: 394.o8 TO ROOF2 TP=397.92 INV OUT: 391.00 TO 14 INV OUT: 391.25 TO 16 ! PROPOSED 4" WATERLINE CRO' PROPOSED GI i \ \*; RADE 1 395 390 \\L15" RCP LF 3' 76.92 LF Qa o.56% 385 o nl o m q w � rn n rn 00 a) m M M M M M 5+00 5+50 6+oo CAM 375 370 365 4+50 5+00 5+50 l.ri 0� SCOTT R. LLINS'Z O U Lic. No. �-i 035791,1, 4/19/21 w4 IONAL E E w w z CD z w In z 0 0 F- o W U° 0 Z w o ° 0 � O > O i- F- F- O 0 3 z 0 J °'6 Q v w w w o CL�ZUDO Q O O O � N >, U) m W < to to Z Ov o z v Q O Q w ¢ w ¢ w ¢ w w O U Lu m M w Z J ¢ cn cn U) w m w a w w w `� mlf pLu o W W o W U � > m > W U w c ° 0 w Q of 1-4 . i °' Ol ,-, cV Ol '-, O ko ri N of U i p +-i M r\-1 n N h rN NM-{ rq l c O 0 -a 0 LuC� M ° N ° 0 ° 3 CY) 1 W U O_ N a T o 0 6+oo N 00 �. d o m li m d o 110 m m p N 0000 V) O O 000 o rl > ° F- F- O rr N lfl M m O Hof 395 � 1mlM� � `l 0 395 �° M Z Z O t~i� H z Lnzzz PROPOSED GRAI 390 --39°- 385 385 15" RCP 48.42 LF @a 1.38% ILL (TYP.) \ EXISTI0- GF 80 -3 - -- - . \ -- - - --30---- ROPOSED SANITARY SEWER CROSSING �1/2" STEEL PLATE SHALL BE PI ALL PROPOSED "STEP-DOWN 375 375 N O M M J J - o �-j- W 0 W -� CL u_ o L9 j O re-2 a 3 U Q o u 0 o )E W � 0 0 ° J o u I U) 0 W W z w w z_ 0 z U)z ADE �- \ W 0 o ct T O J Q O 0 ZOVIDED IN " MANHOLES (D O > _� NO 0 j'1�� Q) W 5 w a J U Lu '-' Lu ' w o SL-1 45 BARS a B•' C-C TYP. IFS BARS n a" C-C TYP, I I _ A A a TT B 1� TT TTTT. PLAN STRUCTURE THICkNESS VARIES PLAN CLASS A3 CONCRETE ••� CLASS A3 CONCRETE , SECTION A -A NOTES. SECTION B-B L THE STANDARD SAFETY SLAB (SL-1)IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRANAGE DESCRIPTION. FOR N.WHOLES• JUNCTION BOXES, AID DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET HE SPACING OF ADJACENT SAFETY SLABS SHALL BE W TO 12'WITH ND SAFETY SLAB LOC){TED WITHIN 5 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY HZT PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS ELUDED W THE COST OF THE STRUCTURE SEE CAST W PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE DE OF STRUCTURE TO OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. THE Ifs BARS n 8" C-C TYP. 4. SA FETY MAY E C A T CONCRETE ET PRECAST. CAST -IN -PLACE T TO CLASS A3 1�3000 PS ). PRECAST CONCRETE 14 TO BE A�4 (4000��PSO.Cf2 ;MJG � .T STEEL TO BE IN ACCORDANCE WITH AASHTO M31. •''-.. ,.�;,;.',.►�7::.;'� 8. ACCESS OPENINGS MAY BE 30' DIAMETER OR 30" SOUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30' LONG% TYPICAL PRECAST UNIT ROAD AM ��„�S TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, ��E� �" SHEET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 106.9 VIRGINIA DEPARTMENT OF TRANSPORTATION I I f I I I ILI_I 30" DIAMETER IIIII I TT I T-i I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FLL TOP OF FILL TOP OF FLL GROUND UNE H GROUHX) LINE H r GRCVND LINE H !i!!! /iii liirr liii ff/f 0 EARTH ftOCX OR DN2'• S�ELWI3 ram' RTH p.12" j EA d d o/z � 4" D/2 Dn BEDDING 31 t, � EXISTII PROPOSE TOP EL BOTTOM EL v PROPO TOP BOTTOM STR:48 VDOT ST INV IN: 4 INV I INV OU 440 440 STR:YD-1318" YARD IN TP=433.9z JG GRADE � INV OUT: 419.25 TO 48 435 � 435 ------------- --- ------- ------ ------ D WALL I EV.=434 EV.=4z9 430 � 430 ::D GRADE SED WALL j ELEV.=4z f ELEV.=422 425 i - ----- -------425--- TP=41g.67 L4.25 TO YD-13' V: 413.35 TO 50 I T: 413.25 TO 461 4.81 420 I 12"HDPE 25.2o LF @ 19.84% 1 1 YARD DRAIN LINE SHA SECURELY WITH CON( LOCATED AT EVERY O 410 I ; 410 00 lT LET LL BE ANCHORED RETE ANCHORS fHER PIPE JOINT o+oo 0+50 YD-13 -STR-48 PROFILE STR:36 VDOT STD. MANHOLE TP=38z.o8 INV IN: 375•25 TO UGD-1 INV IN: 377.25 TO 38 INV OUT: 373.0o TO 1B 390 PROPOSED GRADE390 380 I FILL (TYP. EXISTING GRADE f I 375 375 L15 ' RCP 7.3o LF @ 6.85% 390 370 � j 370 I 1/2" STEEL PLATE SHALL BE PROVIDED IN � ALL PROPOSED "STEP-DOWN" MANHOLES 365 365 STR:38 VDOT STD. DI-3C (L=6') TP=38z.00 , INV IN: 376.6o TO 40 INV OUT: 376.5o TO UGD-1 INV OUT: 377.75 TO 36 i STR:UGD-1 UGD MANHOLE PROPOSED GRADE TP=3$1.79 INV IN: 375.75 TO UGD-2 EXISTING GRADE j INV IN: 375.75 TO ROOF6 FILL (TYP.) INV IN: 375.75 TO 38 � -1- I ----------------�-- - - - NV OUT: 375.65 TO 36 � O O c-1 o+oo 0+50 STR-38 (OVERFLOW) -STR-36 PROFILE E> PRC T BOTT PRO T, BOTTC STR:z8 INV INV IN: INV Ol 43° 430 It It @ STR:YD-5 24" YARD II :(STING GRADEN TP=424.00 INV OUT: 406.0o TO 425 425 DPOSED WALL,/ FOP ELEV.=426 -OM ELEV.=421 DOSED GRADE 420 i 420 )POSED WALL OP ELEV.=42 DM ELEV.=414 415 I 415 'OSED WALL , DP ELEV.=413 IM ELEV.=407 VDOT STD. MHIi � � 410 TP= 06.08' N: 388-47 TO o'' � 400.5o TO YD-5'�, I IT: 388.37 TO 26', i 405 405 400 i ! 400 12" HDPE 31.62 LF JLET 8 STR:42 VDOT S INV' INV IN: INV OUT: 3 BE ANCHORED TE ANCHORS =R PIPE JOINT o+oo 0+50 YD-, -STR-28 PROFILE 430 395 415 j STR:40 VDOT STD. DI-313 (L=1o') TP=388.17 INV OUT: 383.67 TO 38 390 410 385 405 380e zl° 380 4 I 15" RCP � 375 ( 7•21 LF C� 10.40% � 375 PROPOSED STEEL WEIR 1 PLATE. SEE VSMP PLAN, SHEET 8, FOR DETAILS. 370 i 37000 m +x�i m m fao no ao m m m m m m o+oo 0+50 1+00 1+50 STR-40 -UGD-i. PROFILE 400 420 ' STR:UGD-1 UGD MANHOLE TP=381..79 INV IN: 375 75 TO UGD-7 395 INV IN: 375 75 TO ROOF6 INV IN: 375.75 TO 38 - -� INV OUT: 375.65 TO 36 STR:36 VDOT STD. MANHOLE TP=38z.o8 INV IN: 375.25 TO UGD-1 EXISTING GRADE- INV IN: 377.25 TO 38- INV OUT: 373.0o TO 1B 1/2" STEEL PLATE SHALL BE PROVIDED IN PROPOSED ALL PROPOSED "STEP-DOWN" MANHOLES GRADE PROPOSED SANITARY FILL (TYP. ROSSING.__.____-_ SEWER CROSSING_------------ ____ i 511:1B MODIFIED VDOT MH-1 , TP=374.50 � I N V IN: 371.0o TO 36 INV IN: 369.10 TO zB INV OUT: 369.00 TO PROPOSED VDOT STD. EW-1 w/ 50' LONG,13' WIDE, z' DE EPA---------- -- '�- ----- 36" RCP VDOT CL. As, EC-1 RIPRAP'; 1.1' 85.10 LF Qa 0.500//' CHANNEL OUTFACE. RIPRAP TO i CHANNEL TO HAVE GEOTEXTILE FILTER FABRIC UNDERLAYMENT., 15" RCP 370 j 7.18 LF @ 5.57% 43o INV. OUT- 68.94 5 RCP I j STR:YD-418" YARD I TP=423.00 i INV OUT: 419.0o TO ! 425 PROPOSED GRADE i � ( I 425 ----------------�--------------- ----- ------ ---------------- ------------- ---------.._- .._..-------------- 20 ' j I I STR:YD-318" YARD INLET I I i j TP=407.75 INV IN: 403•5o TO YD-4 � � INV OUT: 399.0o TO YD-z OQ�y0) 410 410 o I 405 I � 405 STR:YD-z 12" CLEANOUT ' TP=396.00 INV IN: 392.0o TO YD-3 j INV OUT: 387.5o TO 42 00 ! 400 1P=388.501 EXISTING GRADE ° N: 383.35 TO 44 ! °x I 384.0o TO YD-z ! I 24Q q I ' 33.25T0 UGD-2� �0i 395 C� I 390 390 3.0' YARD DRAIN LINE SHALL BE ANCHORED i SECURELY WITH CONCRETE ANCHORS I LOCATED AT EVERY OTHER PIPE JOINT i 385 385 -- - tie 3•----I------------------------------------ ' ----- � I ----------------�------------------ i oSLF 96' 2.2' j PROPOSED SANITARY SEWER I SERVICE LATERAL CROSSING 380 � 3 80 � rn N v �- ��m o �- i' !T m 00 m W lT m m Ql h CO QT m m N ri .3- N N rN N �- d- rl N .t o+oo 0+50 1+00 1+50 2+00 2+50 YD-4 -STR-NLa.,ir PROFILE 2 9.S4 LF Qa 6.77% INLET 30" RCP YD-3 365 7.91 LF @ 0.74.% ' OYT T N � O r`,• f.0 m m m m m m o+oo 0+50 1+00 STR-44 - U G D �4/19/21 405 Z <Lu 415 TH o�� I �SCOTT R. LLINS o 410 U Lic. No. 035791)� DNAL E��1 STR:UGD-z UNDERGROUNDS T--------------- - DETENTION MANHOLE ' TP=386.88 INV IN: 38z.75 TO 4z ' INV OUT: 376.3.7 TO UGD-1 (n STR:42 VDOT STD. DI-3C (L=6') 400 w L INV IN: 383.35 TO 44 0 � INV IN: 384.0o TO YD-z U w o 2: � INV OUT: 383.25T0 UGD-2 F STR:44 VDOT STD. DI-3B (L=12') z � � w w w � TP-39 z.5 8 0 INV IN: 385.35 TO ROOFS � u Z) 0 0 0 INV OUT: 385.25 TO 42 o (n m � W (a < c L ¢ O Z --i W C 390 � J a ROPOSED 4" WATERLINE CROSSING � w � ¢ < � � � e w w w ` mJ oC [L 1.0' > � � c 385 W w d W L w � L 1511 RCP ' w c 77.41 LF �a 2.y6% cl� PROPOSED SANITARY SEWER 3$O - --- --- ' !----- LATERAL CROSSING ------ SERVICE 15 RCP 30.22 LF @a 1.65% PROPOSED SANITARY SEWER CROSSING 375 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES PROPOSED UNDERGROUND DETENTION FACILITY - SEE VSMP PLAN FOR DESIGN INFORMATION 370 1+50 365 M � W m m .4- m z+oo 2+50 OUT PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN TENT ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 200 ( IN FEET ) I inch = 50 ft. 3+00 NOTES: 1. ALL FILL TO BE PLACED AT 9S% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WJL. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/LAND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 216, PLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. �1 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN 1' ACCORDANCE WITH STANDARD ST-1A5 FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON THIS SHEET FOR HDPE PIPE BEDDING INFORMATION. ~ ,\••I "IN CD\ \ m\ (D M � ,-•N � N N � M ^ n mq � � � -�,�, � � .1 I / 1 - I - � I -1 11 "'e, I �, � i I . 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SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE SIZE RIM ELEVATION YD-1 YARD INLET 18" 383.00 1z 150. 00 1.14 170 110U.UU 0 1 t). ov riurr_ I YD-4 YARD INLET 18" 423.00 12 103.60 14. E YD-3 YARD INLET 181, 407.75 12 35.86 19.52% 399.00 392.00 HDPE . - 1 CLEANOUT 12" 396.00 - - - - 1. - 1. I-- . 1-- ..-. - - - . - - YARD INLET 24" %�ww�� 17.39% 406.00 400.50 1 YD-12 I .- I --,-- - I—— .-..-- I— - YD-1 1 12 40.11 4.99% 4' 1.__ 129. YARD INLET 12" 432.75 00 � H I - YARD INLET 12" 429.75 1 I.- 11-1 - YD-8 I ��u J.- _. .- 1 424.25 - ..-.-- . I-.-- ..-.-- HDPE - YD-7 YARD INLET 12" 417.50 12 63.03 3.17% 413.50 411.50 HDPE YD-6 CLEANOUT 12" 417.00 11 13 8.44% 411.50 407.10 HDFE YD-1 3 YARD INLET 16. 433.92 12 25w2O 19.84% 419.25 414.25 HDPE I YARD INLET 12" 434.00 - I _ HDPE YD-15 i3.75 � .--. - M��W�� - - YD-14 . .- W. ___T 18" 432.50 - - - - I "I , - DRAINAGE DESCRIPTIONS H 0 / - �p , ; e_1 SCOTITI RA. LINS�Z D �-� �_) Lic. No. 035791,�� $4/19/Z..L I 11QV , �./ IONA STIR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA (in.' I LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 18 1 DI-313 CG-2 8 397.92 VDOTSTD. IS-1 REQ'D 17 1 - - __ 11-1 16 - DI-313 CG-2 8 397.92 VDOT STD. IS-1 REQ'D 15 15 208.96 3.14% 1 391.00 384.43 1 RCP I 14 MH CG-2 N/A 391.00 VDOT STD. IS-1 REQ'D 13 15 51.46 0.62% 384.33 384.01 RCP 12 . DI-313 CG-2 14 390.67 1 VDOT STD. IS-1 REQ'D 1 1 18 42.58 0.54% 383.91 383.68 RCP 10 - NIA 389.67 VDOT STD. IS-1 REQ'D 9 - - RCP I - V) 0 . U) M > , Uj 11� z 0 � . a- � (n 0z - Uj 0� _j < co j < � _ W �_ z LLI z 2: 0 U [-- 0 (n �: 0 LU ca < Cy LU CL C) Uj V) > LU 0� U) �_ Z uj 2: U w 1q. 0_ 0 LU U) > LU c� 2: < U-) LU LU 2: < U) LU LLJ 2- < U") LU CL LU U) �_ z LU 2: 2: 0 U z Z) 0 U _j Ce < LU a- 0 LU � LLj Q� 1 8 - DI-3C CG-2 6 389.92 VDOTSTD. IS-1 REQ'D 7 18 4� - 6 DI-3B CG-6 10 . IS-1 REQ'D 1 4 DI G-6 6 389.83 VDOTSTD. IS-1 REQ'D 3 2B MH CG-2 N/A 376.00 VDOTSTD. 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LLINS'Z H U Lic. No. 035791,E ��o� 4/19/21 L I ONAL Eat L i LLi U L C C w U) H a U) w C O z g c LU a i O F- 1- O z o6 UU w w w C) ` Q F- � � � a U 0 S (n m W ca tQ (¢ c U) Ce Q Q Q U + Z < OU W w w w S O (n H J Z Q 0 LU LU W c w CQ (n (n (n [l7 f (� G u w ° w w w a ` m Q oC LU oC OC H 0 W LU a' W LU c L > i Lf)w c LU Z i S i W +-i -i + I N to ch Q .�i N CD N_ i c i a r� i N J UJ N N N - LLJ Q = J In LU ' D L9 -J CQ U d d f= U V W I d U z L1J H �) tJ V J YD-15 0.14 0.30 0.04 0.06 8.00 5.81 0.3 b YD-14 429.50 428.50 39.80 0.025� 12 6.1 4.0 9.9 YD-la o.z2 .30 0.07 o.lz Iz.00 s.00 0.6 52 428.50 427.10 43.62 0.0321 12 6.9 5.4 8.1 U JL�L/J �i- LI.. 0 �d O V 0 Q N co N w J U ~ • 1�� 0 w W CL JOB NO. 182150 SCALE N/A SHEET NO. 19 POINT DOWNSTREAM STRUCTURE DRAIN AREA R1�NOFF C EFF. CA NLET TIME RAIN FALL RUNOFF Q INVERC ELEVATIONS LENU'TH SLOPS DIA CAPA- CITY VEL FLOW TIME REMARKS INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT.IF� . INCfIES C.F.S. F.P.S. SEC 18 O.10 .78 Q08 0.08 6.00 6.35 U.5 l6 i 391?5 391.10 26.92 0.005 IS 4.8 2.5 10.8 l6 0.13 �0.78 0.10 0.36 6.18 6.30 2.3 14 391.00 384.43 208.96 0.031 15 11.4 7.2 28A l4 0.00 p90 0.00 0.56 6.66 6.16 3.4 L2 384.33 384.OL 51.46 0.0(X� IS S.L 4.4 ll.b I2 0.30 .74 0.22 0.78 6.85 6.11 4.8 10 383.91 383.68 42.58 0005 18 7.7 4.6 9.3 IU 0.00 �.90 O.UO Q78 7.01 6A6 d.8 g 383.58 383.35 34.49 0AU6�/ 18 8.6 5.0 6.9 8 0.11 U.68 0.07 1.03 7.12 6.03 6.2 6 383.25 383.U2 42.57 0.005 18 7.7 4.9 8.8 6 O.L3 .78 O.10 L26 7.27 6.0U 7.6 4 382.92 382.33 107.84 0.005 l8 7.8 5.0 2L5 4 O.L2 �0.86 QLO 3.83 13.85 4.71 L8.0 2B 374.50 370.93 66.O1 Q054,1 24 52.6 15.1 4.4 2B 0.00 .90 0.00 3.83 13.93 4.70 18.0 LB 370.83 369.10 65.92 0.026 24 36.6 11.6 5.7 20 0. L7 p.76 O.13 0.13 6.00 6.35 0.8 6 386.00 385.33 48.42 0.013 IS Z6 4.0 12.0 EX-D07 QIl .70 OA8 QU8 6.00 6.35 0.5 EX-006 397.06 396.41 53.80 QUI21 IS 7.l 3.2 16.7 EX-D06 0.16 �.63 0. I U 0.18 6.28 6.27 L I 32 396.31 396.00 43.76 0.007I1 l5 5.4 3.4 L2.7 32 0.10 (J.59 0.06 0.50 6.72 6.14 3.l 30 389.20 388.72 96.04 O.00Sp IS 4.6 4.0 24 2 30 0.31 .70 0.22 1.80 12.80 4.87 8.8 28 388.62 388.47 2396 0.006R 24 18.0 5.7 4.2 28 0.00 p.90 0.00 2.08 12.87 4.86 10.1 26 388.37 387.88 9L08 0.005 24 16.6 5.5 16.4 26 0.0o p.90 o.o0 2.08 13.14 4.82 1Q1 24 387.78 387?5 103.57 24 16? 5.4 19.1 24 0.16 0.11 2.31 13.46 4.77 11.0 22 38Z15 386.90 47.73 rO'00;5,1 24 16.3 5.6 8.6 22 0.09 V75 0.07 2.38 13.60 4.75 1 L3 4 386.80 384.25 134.65 24 31.1 9.0 149 ED-D09 S�A"PION NLEf OUCLEI� WATER SURFACEELEV [,� Do Q. LW Sw flr JUNCfIONLOSS FINAL H INLf✓f WA"fE[Z SURFACEF:LEV. RIM ELEV V� Ho [��J�Qi-Vi V� /2g H� ANGLE Ho Hr 1.3Hr .Sllr 427.90 43.62 L2 0.6L 0.000 0.01 QS 0.0 YD-14 0.3 0.4 0.14 0.0 0.00 8 0 0.00 NA 0.00 OAl =127.91 d32.5U 429.30 39.80 12 0.33 0.000 0.00 0.4 0.0 YD-li 0.1 0.1 0.011 O.0 0.00 85 O.00014 O.00 NA O.00 Q.00 �129.30 =133.75 430.30 53.S1 12 0.09 O.000 O.00 0.1 QO YD-16 O.00 0 O O.00 NA Q00 O.00 43O.3U 43=l.UU 415.05 25.20 I2 1.22 0.001 0.03 1.5 0.0 YD-13 O.00 0 O O.OI NA O.00 0.03 a15.U8 433 )2 i 407.90 52.13 12 1.36 0.001 0.06 1.7 0.0 yp_6 1.4 2.36 0.0 0.02 40 0.01773 QOS NA 0.02 0.09 a07.')') 417AU 412.30 63.03 l2 1.36 0.001 Q08 l.7 O.O YD-7 1.0 L17 1.203 O.O 0.01 90 0.01665 Q04 NA Q02 0.10 =112.=10 417.50 414.30 110.96 Iz o.m o.00l 0.07 l.z o.o � YD-8 0.7 Q639 0.0 O.00 I 0 O.OI NA O.OI 0.08 414.38 =t2d.25 419.80 88.I9 12 0.71 O.000 0.03 0.9 QO I YD 9 O.5 0.6 0.317 O.0 0.00 l 0 Q01 NA 0.(lO QO3 419.83 429.75 424.80 55.21 12 0.50 0.000 0.01 0.6 0.0 Yll-10 0.3 0.4 0.105 0.0 Q00 2 0 0.00 NA 0.00 0.01 =12d.81 =I32.75 429.80 40.11 12 0.29 0.000 0.00 0.4 0.0 YD-ll 0.2 0.2 0.033 0.0 QOO 3 O O.00 NA O.00 0.00 429.8U 435A0 431.80 39.80 l2 0.16 0.000 0.00 0.2 QO YD-l2 0.00 0 0 0.00 NA 0.00 0.00 =131.80 �136.OU =401.30 3 L62 12 1.38 0.001 0.04 1.8 0.0 YD-5 QOO 0 O O.OI NA OAl OAS 401.35 =424.UU 404.30 103.60 l2 0.47 0.000 0.02 0.6 0.0UN YD_4 0.00 0 0 0.00 NA 0.00 0.02 404.32 423.UU 400.75 127.72 l5 5.31 0.007 Q86 11.3 0.5 46 1.4 9S 12.98 1.4 0.49 5 0 0.99 l?9 0.64 1.51 4U2.26 d13.50 408.10 8L89 l5 3.73 0.003 0.27 3.0 0.0 48 1.2 L.6 15.37 2.5 0.87 13 0 0.90 NA 0.45 0.72 408.82 d19.67 377.05 7.21 l5 1.21 0.000 0.00 LO QO � 3g 0.00 9O 0 O.00 NA N/A 0.01 377.U6 382.U0 377.05 7.21 I5 1.21 0.000 O.00 I.0 0.0 38 O.4 0.3 0.116 0.0 O.00 90 O.00lO3 0.01 NA N/A O.OI 377.U6 382A0 377.60 IOO.77 15 0.38 0.000 0.00 O.3 QO 4p 0.00 0 0 0.00 NA N/A 0.00 377.60 388.17 370.94 7.91 30 22.03 0.003 0.02 4.5 O.1 1g 18.0 L 1.6 208.5 2.l 0.73 7 O Q80 N/A N/A 0.83 371.77 374.5U 372.00 29.54 l5 4.24 0.004 0.13 3.5 0.0 36 3.8 3.1 1 L8 0.1 O.OS 39 0.04182 0.14 N/A N/A 0.27 372.27 382A8 376.25 7.18 l5 3.81 0.003 0.02 3.1 0.0 1.2 9.111.08 l.3 0.45 29 Q28456 0.77 NA N/A 0.80 377A5 38L.7I378.15 85.10 36 2.69 0.000 0.00 0.4 0.02.7 r42 2.25.88 O.l 0.03 460.02827 0.05NA N/A 0.0(i 378.21 386.88383.75 30.22 I5 2.69 Q002 0.05 22 O.O 0.7 59 i4.274 QS 0.19 8 0 0.21 NA O.1I 0.16 383.')1 388.50 384.35 77.41 15 L92 QOOI 0.07 1.6 O.O 44 0.00 0 0 O.OI NA O.00 0.07 384.42 392.58 PIPE DESIGN n = 0.013 Rpe Hydrology Pipe N w � U � Y (n o W v c m ;u � E � � o 3 o o c o C C � � ❑ Q� U U U H U U U � � � � � � fl- E E O O � Y o ri m t6 f � J c rq ❑ W > V_ � Pipe run: STR-18 -STR-1 B 18 16 0.10 0.78 0.078 0.078 6.00 6.35 0.50 0.50 391.25 391.10 26.9 0.013 0.0056 15 4.83 2.49 0.18 16 14 0.13 0.78 0.101 0.359 6.18 6.30 0.64 2.26 391.00 384.43 209.0 0.013 0.0314 15 11.45 7.24 0.48 14 12 0.00 0.90 0.000 0.557 6.66 6.16 0.00 3.43 384.33 384.01 51.5 0.013 0.0062 15 5.09 4.44 0.19 12 10 0.30 0.74 0.222 0.779 6.85 6.11 1.36 4.76 383.91 383.68 42.6 0.013 0.0054 18 7.72 4.57 0.16 10 8 0.00 0.90 0.000 0.779 7.01 6.06 0.00 4.76 383.58 383.35 34.5 0.013 0.0067 18 8.60 4.98 0.12 8 6 0.11 0.68 0.075 1.034 7.12 6.03 0.45 6.24 383.25 383.02 42.6 0.013 0.0054 18 7.72 4.86 0.15 6 4 0.13 0.78 0.101 1.265 7.27 6.00 0.61 7.58 382.92 382.33 107.8 0.013 0.0055 18 7.79 5.02 0.36 4 2B 0.12 0.86 0.103 3.833 13.85 4.71 0.49 18.05 374.50 370.93 66.0 0.013 0.0541 24 52.62 15.11 0.07 2B 1 B 0.00 0.90 0.000 3.833 13.93 4.70 0.00 18.05 370.83 369.10 65.9 0.013 0.0262 24 36.62 11.56 0.10 Rpe run: STR-20 -STR-6 20 6 0.17 0.76 0.129 0.129 6.00 6.35 0.82 0.82 386.00 385.33 48.4 0.013 0.0138 15 7.59 4.02 0.20 Rpe run: IX-STR-D07 -STR-4 IX-D07 IX-DP6 0.11 0.70 0.077 0.077 6.00 6.35 0.49 0.49 397.06 396.41 53.8 0.013 0.0121 15 7.11 3.23 0.28 IX-D06 32 0.16 0.63 0.101 0.178 6.28 6.27 0.63 1.11 396.31 396.00 43.8 0.013 0.0071 15 5.44 3.44 0.21 32 30 0.10 0.59 0.059 0.498 6.72 6.14 0.36 3.06 389.20 388.72 96.0 0.013 0.0050 15 4.57 3.97 0.40 30 28 0.31 0.70 0.217 1.799 12.80 4.87 1.06 8.76 388.62 388.47 24.0 0.013 0.0063 24 17.96 5.67 0.07 28 26 0.00 0.90 0.000 2.076 12.87 4.86 0.00 10.08 388.37 387.88 91.1 0.013 0.0054 24 16.62 5.54 0.27 26 24 0.00 0.90 0.000 2.076 13.14 4.82 0.00 10.08 387.78 387.25 103.6 0.013 0.0051 24 16.16 5.42 0.32 24 22 0.16 0.69 0.110 2.312 13.46 4.77 0.53 11.02 387.15 386.90 47.7 0.013 0.0052 24 16.31 5.57 0.14 22 4 0.09 0.75 0.068 2.379 13.60 4.75 0.32 11.29 386.80 384.25 134.7 0.013 0.0189 24 31.10 9.04 0.25 Rpe run: IX-STR-D09 -STR-3 ED-D09 IX-D05 0.07 0.70 0.049 0.049 6.00 6.35 0.31 0.31 390.17 389.74 53.7 0.013 0.0080 15 5.78 2.43 0.37 EX-D05 32 0.23 0.65 0.150 0.199 6.37 6.24 0.93 1.24 389.64 389.30 67.0 0.013 0.0050 15 4.57 3.14 0.36 Rpe run: STR-44 -OUT 44 42 0.33 0.70 0.231 0.303 6.00 6.35 1.47 1.92 385.25 383.35 77.4 0.013 0.0246 15 10.13 6.29 0.21 42 UG 2 0.15 0.64 0.096 0.543 12.33 4.95 0.47 2.69 383.25 382.75 30.2 0.013 0.0165 15 8.30 6.02 0.08 UGD-2 UG 1 0.00 0.90 0.000 0.543 12.41 4.93 0.00 2.69 376.17 375.75 85.1 0.013 0.0050 36 47.16 3.59 0.40 UGD-1 36 0.00 0.90 0.000 0.782 12.80 4.87 0.00 3.81 375.65 375.25 7.2 0.013 0.0557 15 15.25 10.31 0.01 36 1 B 0.10 0.90 0.090 0.872 12.82 4.87 0.44 4.24 373.00 371.00 29.5 0.013 0.0677 15 16.81 11.37 0.04 1 B OUT 0.00 0.90 0.000 4.705 14.02 4.68 0.00 22.03 369.00 368.94 7.9 0.013 0.0074 30 35.28 7.57 0.02 Rpe run: STR-40 -STR-UGQ1 40 38 0.09 0.63 0.057 0.057 5.00 6.67 0.38 0.38 383.67 376.60 100.8 0.013 0.0702 15 17.12 5.60 0.30 38 UG 1 0.16 0.80 0.128 0.185 5.30 6.57 0.84 1.21 376.50 375.75 7.2 0.013 0.1040 15 20.83 9.13 0.01 Rpe run: STR-38 -STR-36 38 36 0.16 0.80 0.128 0.128 5.00 6.67 0.85 0.85 376.50 375.75 7.2 0.013 0.1040 15 20.83 8.03 0.01 Rpe run: STR-52 -STR-32 52 50 0.12 0.80 0.096 0.219 12.13 4.98 0.48 1.09 427.00 416.60 125.8 0.013 0.0827 15 18.58 8.14 0.26 50 48 021 0.80 0.168 0.387 12.39 4.94 0.83 1.91 416.50 413.35 51.3 0.013 0.0614 15 16.01 8.71 0.10 48 46 0.17 0.75 0.128 0.758 12.49 4.92 0.63 3.73 413.25 407.10 81.9 0.013 0.0751 15 17.70 11.40 0.12 Rpe run: YD-1 -STR-2 YD-1 4 0.22 0.39 0.086 0.0866.07 0.52 0.52 380.00 379.50 35.6 0.013 0.0141 12 4.58 3.80 0.16 Rpe run: YD-54 -STR-42 YD•4 YD-�3 0.30 0.30 0.090 0.090 11.00 5.18 0.47 0.47 419.00 403.50 103.E 0.013 0.1496 12 14.93 8.55 0.20 YD-3 YD-� 0.18 0.30 0.054 0.144 12.00 5.00 0.27 0.72 399.00 392.00 35.9 0.013 0.1952 12 17.05 10.75 0.06 YD-2 42 0.00 0.90 0.000 0.144 12.06 4.99 0.00 0.72 387.50 384.00 96.1 0.013 0.0364 12 7.36 5.94 0.27 Pipe run: YD-12 -STR-46 YD-12 YD- 1 0.04 0.60 0.024 0.024 5.00 6.67 0.16 0.16 432.50 431.00 39.8 0.013 0.0377 12 7.49 3.83 0.17 YD-11 YD- 0 0.03 0.65 0.020 0.044 5.17 6.61 0.13 0.29 431.00 429.00 40.1 0.013 0.0499 12 8.62 4.94 0.14 YD�10 YD-19 0.05 0.65 0.033 0.076 5.31 6.57 0.21 0.50 429.00 424.00 55.2 0.013 0.0906 12 11.62 7.33 0.13 Y[}9 YD-� 0.05 0.65 0.033 0.109 5.43 6.53 0.21 0.71 424.00 419.00 88.2 0.013 0.0567 12 9.19 6.76 0.22 YD-8 YD-� 0.06 0.70 0.042 0.151 5.65 6.46 0.27 0.97 419.00 413.50 111.0 0.013 0.0496 12 8.60 7.12 0.26 YD-7 YD-� 0.07 0.90 0.063 0.214 5.91 6.38 0.40 1.36 413.50 411.50 63.0 0.013 0.0317 12 6.87 6.79 0.15 YD-6 46 0.00 0.90 0.000 0.214 6.07 6.33 0.00 1.36 411.50 407.10 52.1 0.013 0.0844 12 11.21 9.53 0.09 Rpe run: YD-13 -STR-48 YD-13 48 0.76 0.32 0.243 0.243 12.00 5.00 1.22 1.22 419.25 414.25 25.2 0.013 0.1984 12 17.19 12.64 0.03 Rpe run: YD�16 -STR-52 YD-16 YD- 5 0.05 0.30 0.015 0.015 7.00 6.07 0.09 0.09 430.00 429.50 53.5 0.013 0.0093 12 3.72 1.90 0.47 YD-15 YD- 4 0.14 0.30 0.042 0.057 8.00 5.81 0.24 0.33 429.50 428.50 39.8 0.013 0.0251 12 6.11 4.02 0.16 YD-14 52 0.22 0.30 0.066 0.123 12.00 5.00 0.33 0.61 428.50 427.10 43.6 0.013 0.0321 12 6.92 5.42 0.13 U) I VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 50 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 It, 14. --4-5 --- -�-- --_ _ -- -- --- ---- -- - -- - - ---- --! I -- ------ -- -- - - -- - - --------- I ---------- — �- 5 - EXISTING GRADE ; 20 420 L 415 -- ---- +15 LINE OF SIGHT 410 ' 1 ---- ----- 10 -- HEIGHT OBJECT=3.5' OF I 405 05 7-_.._-�--- tSTANCE-z59 �,-_---__---------- -____—�-------------- �-_----------___-_T..___------------------ --------I------ -IEIGHT OF BJECT=3.5' / S/I 400 ------ i I cF�Z�of o0 I HEIGHT C PROPOSED GRADE OBJECT=: 395 5 INTERSECTION OF WESLEY LANE & WESLEYICIRCLE SIGHT DISTANCE PROFI�.E 390 90 t.o `n 0 ri -.t ri O Ln LD N rl Ln Ln h OR C5 M ri 00 Ln Cn m M Ln f-. k.0 kq l0 M 10 .t M Ql N O Ln Ln 01 O 0N M N m ri 00 It O r_ Ln 0 O O ri d O N O N O N d O N 0 CJl ry m r•n 20 200 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 C 435 425 420 415 1 410 405 400 F 5' 395 1 390 _385____._� HEIGHT OF OBJECT=3.5' 38o INT RSECTION OF YlVESLEYCIRCL ' & ARCHER I AVENUE SIGHT DIST NCE PROFILE LINE OF SIGHT HEIGHT OF I / EYE=3.5' EXIST IING GRADE OPOSED GRADE HEIGHT OF ►BJECT=3.5' 425 1 420 1 415 1 410 1 405 1 400 1 395 1 390 1 385 mI � 375 � ; j f ` � ' 375 j I I I I ; i0 h CO O l0 Ci7 ri U? CJl N U? 0l �NriLn O M C7) '- Cn U) 00 ri r . rl Lrl O m r., h. CO 00 Ch 0) O O ri ri N N m m M M m m It It -t *t -.t '^t 435 i 430 i 430 I EXISTING GRAD I \ I ' I \ 425 425 420 l Lf 20 ------------- C-NTEIRS-EC-TI ON O F( O U S H ; & WESLEY CIRCLE i SIGHT DISTANCE PROFILE,1 - 41--5------ -- - -- ! --- -- - ------ ---'-- - -- -- -- - ------ -- - - ---- ---- - � HEIGHj OF 420j EY 3 5' 410 i j �CE,ti15 I LINE OF SIGHT; 405 s� G N I - _ - ', srG ---- - - -- r- ---'------ - ---- --- -- - O 4 5 --- ---- - --- ---- HEIGHT OF -- - -- -- _ --- ---- - ---- Sr�NCE,�80, iBJECT=3.5' I i I i i 400 \ I HEIGHT OF --- L ---------- __ __----- -- -- ----- - --- ----- - —OBJECT=3.5' PROPOSED GRADE 395 ! I 395 Ln tS7 O r^ U? M CO OO ri C71 ri 0) N CD It O _T Ln r� 01 N q) Lo 0) 00 ri 1l:. N mot' (14 N 00 rl�- M N ri N M r�l N ri a) Ln l--,- 00 O O O ri O N 0 N O m O m O N Ql m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 L 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 TH 0�� SCOTT R. LLINS ,� Lic. No. 035791 4/19/21 �4 IONAL E�� i l ( ( Z 0 J < LU � 2 ®0 0 0 U u U L L LU CIC H e ■J L > C uj L Ce L u G Lw f z z z C }} LIJ W Lu J _ 2: E 0 0 0 0 0 LU cai� U) U) Q L w LU w w m a a a < J LU LU UJ L Vl U) U C _ LU F- HI NI LL1 LU LU < J C)CIC LL LU L W - _- l\O M CMLU ti cY) Zcyi < N J I W Q 9 J J J J U n D ll n n U 1 x Em U n n 0 U 5 0 0 C 0 0 0 C 0 U 3 i V) E_ C O U 0 0 E 0 C 0 V) U C 0 0 3 V) 0 a a T C 0 U N Q 0 a V) a C 0 0 0- 0 av 0 3 0 U 7 O a N N 0 T E 0 z w LU z z w (n z J J O U O T 0- 0 a 0 U X Q) 0 E U 0 _0 0 0 U 0 O c 0 m C 0 Q In In l,. ' \0' 13 - dJv i- \ - I , --- 11-_�_ ,--- �' - - - ,-/ (1, ,_ / 11 � I I I I � �j , �t___ ,", -,--, ,_�: -, ;_', . , ;t, - -11 11 I I .%%,,,`�� , ': � V, 11 � � I . . " ;�_' , , , ; i � I 1, I 1�� - "I / �,, _�T�� ,:., "; � , _ ��,t, : ,,- �.T, I : , " I , � T , , � I � _� , "I - , - - . . - . , ,��i� � � �, , � � " - 7, - � -_ � 1, I "t�` ` " "I -"-"-"- . __ , - , -`� vk� -�. I t, I // --- . . / I I : - , .. . - ,� I T V,�, 11 I.. I. I. I ... I I ,, ;. , I 1, I / �v-: , � �_, - -; A � __ I . : , - i T � - -_ . , I I I I I ; I I I ,� ,�2'' -�, I — 1. T, � I - 11 /I - ... � I'll, .... LANDSCAPE & TREE CANOPY REQUIREMENTS ,?" �i�i: �_, , � � � ,�,.,� I ),t�, , - . , � "! � �,�.:%:��,:: , ,� � - __`,� I -, I I N',� ,; ,: , , T ,,:, i ,__;I-J-1�__1 - - .. / / TH 0 S 1%%�,-,,t,:��!P , : _11_1_�_ I IT_, / .11.11--.1 � � 1.1,11 �, ,,, � '' . - �% ,-,� � - .: 1, " � 0 / I. ... 1. �.... I I I ; , p I I f", I I �� 1�'T / _ .. T ,"' : " ;,::; ; , - % �iT 1-y / --- 0 ....- I . i t - If — It _Z� t11111111111'o..,._ I � N�_ �i ;,] ". I . . �, � , / � ,_::�� I'- I - . . I.. . J_ 1 '. '.�a��4MTt�ll '� �1 ,�, , I , ;1 ,,, �� "', I , ,/ _-, .11.1, .... ... ! , � - I � � 1 1,1, -i5% OF 7.402 AC = im AC I<. A�.,�il, - I - '� I � -.1 � , �11 , 1 , -_ I .Z* I �; I "', �, ,,, , , � .11, I , -1 /111 � . I—- - . �_) TREE CANOPY REQUIRED: I %� T 11 ::.��f:�: :!%:, , . . ....'. I I - - I ,� :�::jit - I 11 ,;: fj " li � 1 ... TREE CANOPY PROVIDED: EXISTING TREE PRESERVATION & STREET TREES TO REMAIN = 0.45 AC I .,� �, �]; ,, , I I , `1"__1_.__ I( 1. I I , . � , ,� " � I ; I .1.1 . � C 11 I , �;T,�,,' , �,__" , � ; I / � - � I � - t ,_ :_ ` ,,�, I If" 11 I w' , 1111�" ,It � I 1. 1, I / 11 - i ___ / ; , , t : �_, PROPOSED LANDSCAPING = 0.76 AC , , ,_ / / � , �,�i�i: ,��ii, . I/ L I , 1_��,, " �, - .%.,%�,: Tii� T:, I , � -_ , /", I 75JIN I _� SCOTT R. , t , - _� "," :ji�� ,,, I - , _ _ _, __ � _� // , /// , �, /1-4 - __ -,( y y y __ I, Q,/ - / /// /.S ,., "/ T � � ( " �, � '_' 1 -1 � /// I � ��'._/ I / .... � I � � ... - 11 ... 1. � I �...�.'... I 11 �1r_1,y1_1(_1'y'1__1r1y1 _�e_r y-Ir-y ... 0 �_� I-, );, 1 t�_11 /" I %%,�<�� 4i: :� 11 / , (I � 1��Y-,, / � . 1. y � y_,f, TOTAL TREE CANOPY PROVIDED = 1.23. AC ' 1, _11'' :__ , _ I 11 / I I . . , . . I. ... I -_ U Lic. No. 035791,,t-_, , , �;fT _1 T, , � 1, � I 1, 2 UAP ,' I ,.. 1. I . / . I . 'r ., . ,**%� 1. ��.� " / I j ( ,:, I T ,�. I �` , , ,. 1 .,_,��_� � �--',,! , I _k �� it ps" t � \ �, , : ........... 11, = � I = � I m I I m I � m � i m �_, � 0 , ( I '. I I, I .. I I , I '. �� I j � �'�'., 1,*,.'; ,, I I % / 1 / 1.11, . � I 6 ,,a,- I.T,1� I ,�" 1��, - 1. 11 , I I �. I .... 1-1.11. PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS: 4/19/ 1 1 1 � . _,�� NOTE: 11 / lfl 1, -- ,,,, � I.. 11-11 I .. � � ...�.11. 1. MATCHLINE - SEE SHEET 23 REQUIRED LANDSCAPING i/-io SPACES = 28 SPACES @ i TREE / io SPACES = 3 TREES REQUIRED 0� C � . � I 1; . � � I , il / I � I __/ - �_ - .. I !� __ I , I - I , - � I TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 7 TREES PROVIDED I 0 AN A Ek ( 2 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE � - �, ___,'� 11 I � I ___,� ... �. I L. ( �/ ___� 1.11 � I I __�_ I � � � , , -, � I � j-, - 1. STREET TREES PROVIDED 5o'O.C. AND 5'-io'FROM PROPOSED UTILITIES. " I - , /" __/ - � I � � e. I I 11 . �.. �t,/ I / . .,...,.. �� , � I , . LL I 11 MAINTAINED AT, MATURE HEIGHT- THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES I ,� i - ( 9 � � � � ", I / z I;e � / ��"... 11 I � I I I" -,,.-- _,� / .- I / I. I ... �� _,� � I SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. fiT I I I ' - _ `L_ _-, ; 4� 1 . 1.�'.... � I �,, I . � I � 1� _i_ - . I I � \ , .1, 1. '1/1' 5UAP/ 1- .� 11 _� , ,�,-� - HISTORIC BROOKHILL -Z'/ � .1 K_ .. � ... __�_, 4 _'? ) - I ; , __� 1, I I - 1 '711, / -��,,, i� , � _1� ,;T:;" � - w - v,�,, __� / ,:1 -5 t ` __1 % L __,r!T�, . ;� � I I 1, " j" I- 11 ,�� 1W �*! ... I >_ _... � 3 " ;_`��',,' HOUSE PARCE�_, - " i '), !��:� 14�v, __ � __. I . -.\ ) A :.771 __�, . -,,'---' -- ,__ 1. � \ ", " �,� �\/ _),,__,1- --� I ;; 1, I ,- I" � � I __ ", T� ; 11 / �', 11, / 11.1.1-1.1 ?_ _�___), , -,,I-- _g,., T, ,,, � ��,,�,��, ,� I � - j � (I T , * )_ t __,� .- r- "I I / I .. I... -, _�_,�,jL --'\,-,(--- I 1, I '. 'I , ,;� ') ", ,� � , N ) t" " ..''.. 1. I .... �__�----�_, It �_, I 1, .1 � . �., . I � "�, T �i,_ I , I . � i ��Zi7_ ,� i P, I I t 3 PT � \ ,\,--,( � - �i, -1, ". � I � I'�, ,, ,, ,o4 I- ,-\, 1: '\ 1��',' q, ,I. I I ?, - I.. �--,___� \ _.? 1, , I I I t I / 'y _�- , �_� 1, ,,, / - � / / �, ..''......."..''.... - I "-�( , �, i 1,1 -1� - , I , 'r , L 11 ,1 , I 1� , I Q -_Zz i UAP . 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I. � �1,4�., 1 I �, . �� f , 1. � ... . -_ � I - �_ I __ - _g, , �_ . J& - -1 �Ilii : 1 14 :,.:, � , i��_ . , I � , I ::� __ __ - - 1.1- . . I / , I IMPROVEMENTS SHALL BE PLANTED AND _____��__ 1- . 1. - .11 ... - I., ..�'... p I - . , � I k-..; a v .. I .... I � t, / - I 7 _�__��J/ "Ih :i - - _��_ Z=��__= ��=��___=_____.__ . , . 74t� ... - I .. .... . - & - 41 11�!, _ -.- �==___.== � . . I . . , .. - It , , - � T "I -)' / �___ _ - �_ .... I � I I . . . /�. , �. I 1 N . _, . � __ , . 'If I � SCREENED WITH A MIXTURE OF DECIDUOUS AND (N EXISTING POLO GROUNDS ROAD ___., � �.. �. - - . . I � ,. / , I �� I I "\ - � �� - �_�� ___ ,_�____(a 1�,__.__ I I I I . I.. .:_�. -�-�� -.- . --��_�. I .. . ____ 1, - � . co �-=��----,,-�-�--��.--��---�� __ _- .11, . I � .. I.., - - - - i , I � EN SHRUBS AND TRESS TO BE APPROVED - , -v D4 .. - . I. '..... -_ '\,�,,!_v�i:,.ni-g� , ==�_ I.. ..7 .#%"�, ��qi�-- I __ . � I I - _._____,_ ./,e. , 11 .1 �. I.. ,� � ie _�-,---._ I . I - 5MV / V�1� � - STATE ROUTE 643 ;;---____ I I � . // I - _� __ a - - -? �:./, ��. � ... - . I , ASL�,��___-- I I .+ , ____ - : , EXISTING PUBLIC ROAD I ... I .N V,� I I -- 1 � I / ,�� 3Y THE DIRECTOR OF PLANNING. I VAR. WIDTH PUBLIC R/W `______ %.- . . o .��.".. -_ i 1,�, �, -, �6&-_�_ - ,,, I . /--,,,, -!t,-, UNDS ROAD a I-- , :�:�, .... 11 ,� . ( - -I I � U.1 __� __ - " .. I - %�y,yd'- I.LSR � . - I \ ._j " ____�:::Z� :: - � , p _.,� I, - ��'� -_ �Z�, � �_ ,�,--; I . - ___j," - t, \ , " ,". - -1vus � - I I I z __ % ,,�,� uLjFjc16Fp -d _�,,(, _ i � � L' , '? , , �. , ;, OAD -, Z_ �� . ,�, *. ". . �.. 1. ,-, - __ . . & , __ -:z " , , " �' � --' - � � - - - I.- - ' , � -,., � A - i��.,;, , ,'� �__ --- �Ztt_�_ , � - ��:, , *:�, _�. � � "%,�',�� 4'j "-;I'i ,,, -�, f"', PROPOSEDTREE : a - -1 I ...... I., .... . , - . I t I ( I . � - - _�,,� I .1 �.. �. I .:, ts- . ... I . . . .... � _ 4 "i � I . I `( t L u IDTH PUBLIC RIW a EXISTING POLO ��_______ , � A T,'- - , ___.- , VARIABLE W I , - . t5 i. LSR � � .. I.. � , I ....11� .... I I - j ,?,. - ", , " I PROTECTION FENC I �_ I T;i', � �- .. I . . ,.. I.., -�:�� ,-� _,� $ ' 11 ,-, _, �� , / I - � I ____1 � I t itri,*k,� -Br1k'ti4'-n_, �,,- . , 1 _�_N ( t __ !��_ - 11.1. � i f1=1N�- Lq--! 1 �,--'� Y.-Ij �`f'�'_T'�` _� , � I 0 GROUND ROAD BUFFER _� ��__ - - ,68 'n Lu _��_ __ - ING ,,! - Lu - �� I /-Q Q 091 9 & - -��__ ��_��-�t_ _�,',., - 1.11 I ...... - ,,,'t _�jr_,- ,=,_T,1111111 I I � L� oe - uj ; 0� = I I . _: . .- tolA L) -t .-) j 7777 1 , ____ , ' - ., _____ ,-- t:'. I—— . :1 . "--, - _ ''� 1-11 - I �i PROPOSED LIMITS I �, � . C a- U) �_ � - - a a 0.305 ACRES I 11111 NOTE: PROPOSED SLOPES STEEPER THAN ____ ,r /.!:;!, , _ 1� I— - 1i - I �\, tlN b� Ize, — tt'-_ � ,z __ __ I '", -��-,-��-.,�--�,�,�--,'�,-�,',�, I I OF TREE CLEARING �i I � __,� 1, -1, � � \ _j I � i -'--. - ... _ � i �,R � C jl� 1_( 1, JOB NO. .. Z�� _' --,- _. - " � �, - \ 14� ._ � � �G POLO I I - � -_ 11- a (D r - - 3:1 SHALL BE PLANTED WITH NATIVE STEEP ,4,� ____ -11 --.,- I - ._'� .0 ,-j, i � -)- I 1 - - I ____ __ __ - - - - .. 1 ,,,,,- K-1 I - 11 1 -:, _:�::_, s,-, � 1 __6 PT .." ... � . . , I -- I 1, I -) BUFFER I � ____ .1 1- I- - . - � � - I—— - ----- - .- _____ .1 - �-- �, � - /-�, _.__� - � � , , 1, �__) -1. I- � ----"-- - .,.,.- 11 :�� r�_:. I ,3, :_ -_ . I ., - - Q_ (0� '(0 SLOPE MIX WITH ANNUAL RYEGRASS BY - -- __ _. � - . - - ,T I �� / I " 0 a _ 7_11 __ , - - . Q T_ I. :_ __ - (0 (0 _ ERNST CONSERVATION SEEDS AT A RATE `- �---��___ ,,, y ---ttTt__ -11 JV - -, .. .... b: �: -._�_:7,6� ... ... �. r -18 , i 11, -_ 182150 (0 - �___ - - I .1 __ 1p . - - . ,_ .. ., ., _ 1__ I., I I � - ---- ---- y_ - .,a ....... s I-, 1_� 36 ACRES I , '. ",_ -_ � _ -_ ", :;I-,- ___�_ _ -11 ...'"'..'4.4, �-_.__.. _ .... _ I .� , � k t � - I ),T� I -, 1 11-- 'r 'r -,r-,r'(-r,y1-_ Y Y Y 'Ir--�,__ OF 6o LBS PER ACRE, OR i LB PER i,000 SF. ":,v ___�_`, - IZ5 mv-, 1____�,_ .11...,.......,.�... 11.1. � I .�..,. I � j��.\\.,\.: �,�__ � 8 11_� ( RAP _/ , I... . I .. .. I . - �,�_ r � . � I . . . I . .. - I... '. . --_ 11 I-, I I SCALE - . . I . . 11 . I ... 1. ..... �% 1, ____ .15 _ . I.. I .. .... I I . ��, - I I :; `pr, J 1. -, .. � 1. , � � .. , ... . �. 1". �44 -_ -_ 'I-, 1-1 1 30 _�_ o \ 6c�_,j �--k 11 I ly _y ,� I --, . ...... �, ....... p" , 7 1 ___ 5 ______-::��__ — I � . , - ... .. 1. I .:.:,..,.,�...... . . � ... � ... ... I't "�� '1� � --A , ,\ lo 11 __� 1 =30' - ly,-,Y--�(---,Y,-,Y,--"(,--�(-�r 1, I 0 (0 , ..A , w. ill -_ " - , ..'...... 1, I. I ... I � . --y-'ry, -, -y,(-_-y, - - __ . �1_1(,_,r Y --,r- y � y y y y �)__ 11 I --- _�-__77�- .� __P _ -, _____ . G HIC SCALE ---,(- Y" -y' _. y --y , - y y \(--y Y 'y , ,( a (0) (D (0 (0 (D - - , ��"`� � �_o --- � ASL 11.1. �, - y I 0 � � � �4 Z_� J-) .. I 0 , - ( �___ 0,� �� , - 0 __ '- __1. / _� "( r 0 " � , �-� � -, � j� , - - "I a_ �;:; C � a I ,R0 ___1 ", -1 9�7,;� � � � ---IF, _� ��, s ,� _C I � I - . (0 (0 4-1yT U ... . 7 I . ,\ - ,4B I � �--�_ Zp -/y I '11, � � 11 . . t DS ._ Q8 U, --!�, _-,,,� - -�A �11111111111111111111111111 - �_' , �, (0 (0 T 1,T , L _-1- _. I I __ ,,V MIL-JELM"# !� � �, "T"", a (D (0 .. . ,::�- -_ 11111111111- _,__C SHEET NO. r- __ , ,_ , T xZD,r,5r t - �111 I" � Y_ - T : : 1. � k I - , RO,4,0 ,,,, T Is-r(j I �f�.:, i �, �__� 1__ �- % �� , Ra 1 LSR - -,---- - 1. ,I I I - 'I-, � - ( IN FEET '),, 1_�_) -� ,_,, I ', 0. v _-, P(IB .4 ,Ds au�p�� 0 -..". � , I I.;- I `Tf.1;t1' __ "" ZS- *� `z, , - ,--�__ I . I -, --- ZICY - I , ;�vf�..:;,,,, ,_ , 11� , -� 22 � a I , I � . ,, 11, I � ,, -- inch = 30 ft.'--,,', -C - � I __ - - lik% __ ." t __ -11 , ��_ 1, I 11, t, S�__ a - -, ""' __�� I R1#1 RZI- _ _ 11�111 I,-, ,� 1 * " - I �----�_ 1. - �� I " a a- . , __ i',., I R ___ __�__ . ,I, 11 -.,-,---, " �� :�� PLANT SCHEDULE: SYMBOLI BOTANICAL NAME I COMMON NAME I SIZE QUANTITY CANOPY TREES ASL JACER SACCHARUM'LEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 10 LSR LIQUIDAMBARSTYRACIFLUA'ROTUNDILOBA' ROTUNDILOBA'AMERICANSWEETGUM 2-1/2" cal. 27 NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 8 UAP ULMUS AMERICANA TRINCETON' PRINCETON' ELM 2-1/211 cal. 30 QS QUERCUS SHUMARDII I SHUMARD OAK 1 2-1/2" cal. 1 20 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 2 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 8 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 23 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 17 PT I PINUSTAEDA I LOBLOLLY PINE 4-5' ht. 13 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 36 JGO JUNIPERUS VIRGINIANAI GREYOWLI GREY OWL JUNIPER 24m min. 193 JN JASMINUM NUDIFLORUM WINTERJASMINE 24" min. 268 - - NANDINA - - -_ ICA'H - - - - DWARF' HARBOUR DWARF' NANDINA - - min. 70 PAT PEROVSKIAATRIPLICIFOLIA RUSSIAN SAGE 24" min. 28 PVDB PANICUM VIRGATUM'DALLAS BLUES' DALLAS' BLUES SWITCH GRASS 24" min. 158 PVR PANICUM VIRGATUM'ROTSTRAHLBUSCH' ROTSTRAHLBUSCH' SWITCH GRASS 24" min. 29 TREE CANOPY CALCULATIONS LATIN NAME QUANITITY CANOPY TOTAL ACER SACCHARUM'LEGACY' 10 195 1950 CERCIS CANADENSIS 2 124 248 CORNUS FLORIDA'APPALACHIAN SPRING' 8 124 992 JUNIPERUS VIRGINIANA 23 16 368 LIQUIDAMBARSTYRACIFLUA'ROTUNDILOBA' 27 206 5562 MAGNOLIA VIRGINIANA 17 113 1921 NYSSA SYLVATICA 8 123 984 PIN USTAEDA 13 1 207 2691 QUERCUS SHUMARDII 20 1 329 6580 ULMUS AMERICANA TRINCETON' 30 1 397 1 11910 DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TW ISTED, 912 GAUGE WIRE WITH HOSE AND 9OP HOSE ` Yf 9v -_> \_. _. ^,,.e \ k ni. R�� AROUNDNRUNKABOVOEBRANCHES \i _ ,- r � - l e 1 - / � 1 '' ,fir / � �;;f / `,,, `\,., �,, `, •„ - - - I .. ' .: ,� '. " ; - - 9 /, a 11 /� ` �";' \ ' <,. - - �� AS SHOWN, FLAG WIRES WITH III,IIIII I I -I �. Y TAPE. REFER TO SPECS "I'll, __ - � � -III I_II COURVE i ?/ by = '. i I- r. }. ; % �'-. ~ ^\ \ 9 - _ = FOR ADDITIONAL INFORMATION. 'll II .�' II 1 f �/ �s f /xt,fir t\ \ -1 I- _ - r I ;J/ / l y t< / �'` ' ",�_'. =1 - _ - _� I AMENDED SOIL MIX / ' / \ a. \ I I -I III- - -III-III I I I - III r F ' r/ i/ / '=. / -. - fr. / r'flCl� .. i .- Ill k,_ \ ",� •<, -I I COMPACTED SUBGRADE f , ,'. ,. /` 7 / % �\ 1. V �. \,. 4 /i��,�1!3(i / 4 N �,�,r ��v /� .�: / ,� \• ��,,, ^.^` Tree Planting and Staking Detail a � / C, , v, / "11 9; le'1/ J f f / / '\ �,,.�� ,\ 3 LSR Not To Scale / / , // / ( �t � // .�; / i a �, I ,--_--_ � - ��,� / i� �/,�/", , I / I ll� _� - "I �\, / ' , I I 1� I / , - I, , , I 1� I --,j/ , 4 , � //1 ` , // \., / 1, r � // S� \` y e �/ /1-1 q` I, , \ / I 1:1 A _� / - k e >< .1. t.:' /�� '� ., Z '��,, \ t•`' .K a v l r , ° / `. i / I I-\, , \ \ / r \� �� /� / r i, l� f �, r v /i/ , X, �,� � I �' r `. ' - \ r " /Y /"11 // / X v / , r , / r Landscape Notes ,, ( hh� / T / ,( ' ,% \- r i l h'b ^ CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE n ' ! c -- - �'`' ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. _3 X \, \� ' '., Y I �1 %/��,�, ' , j �' �� K � � '�`��/ � !\ ''`��\ PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. 1. 1 -,it // r/ t. R, { '�° ~" \. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE +� (% ,\ t / /, _ ,%1. '' w \ / \ % ..'. �. "^.... , ,..,,i :.,, ..,. (^ yin•.. _ /..'.�, " 11 .a'^`,. ''J 7 ,_?, r t.� .. .� x :.,/ / F,t ._,.. \, y OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT % �/ ., . r _,, /...... '`. t' :>` I \,,'" LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL / / /r, r yw / _� ,f r a : /f '' ,, % /; , �. ! TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE /� / ... r _< �ti .°� ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE a �/" / ,%/ f/ : //" / f P`0� �.-. r �� ON -SITE. / c ./ /` �I y � < �/ "''% 7 , / / / Y- f CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND 1 r- " f = % t ' /� I / i /1. Y ADVISE LA AND TREE ARBORIST IF ANY OCCUR. / �l f -` = \ ! ' `x' °`' / r `� CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST . _,, Dui -: - _ f / v_ f - {: a �� ,, 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN TOTAL: 33206 _�'a / `, �� ._ , �'' �r� ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL / /, K \ - \\\ / -' i �., , -�;r X / " �,1, I �__ BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. .� .::: �1NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS LANDSCAPING CALCS: % / APPROVED BY �� - BLOCK 8B 1 2 AC �' �� --' 5J TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4.43 p, i A ' .. . / �/ ''I ! / `" �` r - MED BY THE CONTRACTOR WITHIN THE DRIPLINE r .11 _._, / �•, r ALL WORK TO BE PERFOR GREENWAY - 4.04 AC s / / ` ,l / ,Y) . UAP OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A , " \ r- 3 EXISTING ARCHER AVENUE & j `:.I F / 1 MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE '4- i. POLO GROUNDS ROAD R/W NOT INCLUDED ` `,`, _ EXISTING TREES. THE PREFERRED MET HOD FOR GRADING SMALL AREAS f ,,,` 4��' f = 1 J: ; ,�\�-\' �� j... NOTE: PROPOSED SLOPES STEEPER THAN LARGER AREAS TO BE i, f \ / _ /r/ 0� �F a. J_ WITHIN THE DRIPLINE SHALL BE DONE BY HAND C ,>' / /` _ 8JGO ! 3:1 SHALL BE PLANTED WITH NATIVE STEEP. GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR OPEN SPACE WEST OF STELLA DRIVE 1.5 A ✓ 3 ,/ p � . .. SLOPE MIX WITH ANNUAL RYEGRASS BY •__� TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND BUFFERS WEST OF ARCHER AVENUE -1.49 AC ?, /% ,, / _- . F, TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN - _ d f / p ERNST CONSERVATION SEEDS AT A RATE * „ il �. ' f <- DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ;f � /. / �- /� ,, ty,```.,` � \ �~` ,f r� ! ' / � \ �.. OF 6o LBS PER ACRE, OR 1 LB PER 1,00o SF. +`'- TOTAL: 7.402 AC j,� \� . \. /r �p� -) ';.. / :' \; ` 4 _ /' -' I �\�1. .) ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE A' / dr / ,;,. ✓? " -_ \ / Ll` f'., / `� ,`;- EXISTING LIMITS OF MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 7.402 AC '':, / ,� /�, �. '// , ', 1^ . \ "�... ... ; . a_`, % / . WOODED TREELINE DEVELOPMENT AREA & DENSITY = s.s.o UNITS 02 ACRES = 1 DUA `` ,,,,„ �/ , ".. /' I f_ CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL h 4 4 9 //y � / \� / DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES o = % ".., ter,„y/�/ . ..,.- REQUIRED LANDSCAPING:15/o OF 7.402 AC 1.11 AC / / j,., - / �, , - %, S LsR ,, ' o ;'- / ., tc,"' 1 ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT * _ = �` � '" - ' � I ) ` SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR EXISTING STREET TREE CANOPY. 27 TREES 475 SF 12,825 SF o.2g AC/ J _ �tl ;,,,^ // / / - t - `� - +'', ! r � r / • ` J� �J: TO PLACEMENT OF ORDERS. EXISTING TREE CANOPY TO REMAIN: 6,972 SF = o.16 AC � / c �/' / I /;! m o _ -� PROPOSED LANDSCAPING: 206 SF = o. 6 AC '/ , ' '), LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL 33, 7 lr4„� ; \ ci,, I � w Q )r_ Y "I � / (; � � \,�. I; i'/� I �� ,`z ) I AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO TOTAL: 1.21 AC _ , , /% G3 // / .. J .. PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS I w:, ' j ,: / r< ry e% =o ff / PRIOR TO DELIVERY gyp, r , f k / ;'� ... .. _ �, . ,' ; �. ,�; .?% ��--_�_,.; � `�,( 1 �;� �' / J p.. -•� += PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, � //91 ''Iif ' j , �' / (` .. f.. I�1�'�i `��.:: AFTER FINISHED GRADING. -j /1. ,, %. ,fry ' // ' t" , � MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM I/, /, : �, j ` . / - f� = PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. / { ,�. ,_,__. ' ' / .......' ' MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND y % i / / '11 / ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE v ; / / / < .11 • / ( / / \ DOUBLE-SHREDDEDHARDWOOD. ,`kg, I j �� I �7 \ < C / / P�` , ti;>,>" / / / T LIST . � /. (� I CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLAN �` // ,, (� AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT 1 �� 1_i�• // - / / PROPOSED LIMITS ,Aar 1 "'. ti _ IMMEDIATELY PRIOR TO ORDERING. �,yf, ,I� it> // / h\. //1. OF TREE CLEARING ,:, % .. -.. s {,nd r.,v:r , /•t__ 2 UAP _`, , WAY SHALL BE - <,,. 6h� } -� z .' "PV 1. /' / /; /// MAINTAINED BYETHEWHOMEOWNERS ASSOCIATION.OF Y�IY r'r „:) r rr`t i `� z)'' a , ,.-'i".�`u % /� t'" /� / / - .. '' l',r /' ,4t \ _.. ; J ,, � ` - i ; //' EXISTING BROOKHILL HOUSE (`(" ,.. ! z ` I -- .. i ° 7 / \.�) rI /, //'�:.:.: PROPOSEDTREE (� .. .1�....11 '..�.1, .....11. ......1.. ...I..I1��."1. .�., .1.I. .....1...1. 1. .I.1-.. ..... -( ll- / I �r /. +.�, / / , / PROTECTION FENCING 1992 3.38 \ r ! f r ` �` _; "' 1 Y // // r / _ / � / C �✓ I r H :ta.: \ IJ J3 . O / 1. \ its . lr, /,., / ,f t<.. J l / � / r � r�' "^; \- t //' , \ i' i " / -/-_--__- v ,. /� _� / �,a ( 1 i / // o / . , :: w \ \ / a.� /� l _ _ _4 �fppa� �� i // f -/- 7" r' ^ JN MATCHLINE - SEE SHEET 22 C \ f �T !f z UAP I, _ l t ..Y"_, ,Y -. \, - ,�� J �. 1.- I; M I I® I i M I I® I I= NOTES: y t . \\-,� ��/ / / / j - �/ ; 1a ALL LANDSCAPING SHALL REINSTALLED -� i .. l�,1/ - ,. `� �� \ ' - ``'; BY THE FIRST PLANTING SEASON \ / \ / \\ ''' \. � (/ / �, r, � FOLLOWING THE ISSUANCE OF THE FIRST I t \ �� ,f ., WITHIN THE A r `/ !� CERTIFICATE OF OCCUPANCY W /' % �.' j: '`�� /%{ /�7/ t.,� f DEVELOPMENT. UAP , � b �\ 5 / - ' ' / t _�,. ' , HI ILL .; STORK BROOKH !/1. / 2. ALL LANDSCAPING AND SCREENING SHALL J /i/ -� ~� ,;. 1,_\ l ,.. z8 PAT, c � , __)l__ HOUSE PARs� �' A hl' \ / / 1 j ' /i .. .. ,��1. `,_ �` �_ �_ �': `-'� �' _, c BE MAINTAINED IN A HEALTHY CONDITION / �/�;. % `' . , __, BY THE CURRENT OWNER OR A PROPERTY // 7( l f ; ' �u 'z �: f. \f 6 ,, v ..3 r I .. r _, ....� ON, AN REPLACED `� OWNERS ASSOCIATI D REPLA T; /, �� = y 1 UAP Sl w^ � / �\ '"�-, . `- (, WHEN NECESSARY. REPLACEMENT I 1s,' 1 , cr zl $.. " , , Ca , , {_ s ^.,, ;:> / '^`, ( f , Y > `m_. MATERIAL SHALL COMPLY WITH THE / } / ,) /. tJ� / APPROVED LANDSCAPE PLAN. i I w .. 1 �', a ( _ CIOf:\ C I 1 - ` J :w ) f l \ \. _1'-J /I.j - ti J �l l 2 S a` 2g PVR: ;, F A L j 4./ / j'i r1� -� it/�-CJ � � / � F � ,.. II, , - >� JV..I. , - i i / \ 5 GRAPHIC S ALE _ /:. 1 S / / 1 • / / \ rJUa_ l . 1 , � l -; •a .'.. I r . l / 4 tu�"C , J ) : / - S 'I-�• _ soz JN ... PROJECT BOUNDARY (TYP.) /, tI� , / \ \ ) J . ", d J \ % 1 Y' 1 �. J J >/ l/ J' J," `: t �I 1 t 1 �� ` 5JGO: _...k �,; ' IN BEET ;/ \, i / / - I ( k ) 1 r _ I J t ° : ,#_' '�li/ 2 LSR t �, . ��.. ... t �•� 1 , \f '1� - Gdh'� 30 -.1,'fi. _ ;J - r --t __ It /-n I } \ :: ...:, / _ 3 PT r , ... Source: Va. DSWC Plate 3.38-2 . f ,�+ J 2 ASL - - ! a ; . 4x....�.. -� NOTE: PROPOSED SLOPES STEEPER THAN r( 1 \ 11 r ,. , i ,r __ `: \ ` c\ „iy/ o Wj 3:1 SHALL BE PLANTED WITH NATIVE STEEP t � P ! `' , , , rr -, �.....1. \ / c , W . ;,� 8 SLOPE MIX WITH ANNUAL RYEGRASS BY „- ( (, _ ; / , �< � .. . ____ � � \ •, `�. -::. �.�• ' \ � �a � r : , RR0 p:. III - 401 ! �,1`13.. I/ ` - :, ---__ .� ' ; / �' ~`\:� x;, "-I, y;�4w;�IY14 ERNST CONSERVATION SEEDS ATA RATE .t », ,! , , ,l ` i , -- OF 6o LBS PER ACRE, OR 1 LB PER 1,000 SF. fll. ' _f � \ s \ _ _ . TREES UP TO 4" CAL. SHALL BE STAKED WITH " HARDWOOD STAKES 7p�;l1 �� _� ,� �� SCOTTI-1 LINSZ Lic. No. 035791,1, 4/19/21 2-2 x2 �I -j TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH EQUALLY SPACED, TWISTED, O� �S, �1 SIGNAL E� d z 3 1' Li w _ AND TURNBUCKLES. LOOP HOSE AROUND z / _ / TRUNK. FLAG WIRES WITH COURVEY TAPE. Z w (� \, REFER TO SPECIFICATIONS FOR In /�/ FURTHER INFORMATION - Z call U ( J J / U I (n 4- 0 7 �\` `\// �I GUYWIRES WITH RUBBER HOSE AND Z w E (n z w Q) or _ TURNBUCKLES2/ UP TREE r�,z3 O U) w O ES ALIGN �j' z "xz" HARDWOOD STAKES, U E- Z w � OU U C / / \ TOP OF STAKES 0 � -o-+ ` �MULCH SAUCER 2! ZW cn I- C) m ///� -q I 1 AMENDED SOIL MIX '-' a ¢ v } ~ W W I� A%, I¢- 0 0 0 a I -III- ' I=III I I (n to W a Q a V) D= - =1I 1_1 III -II I I=1 I I o v= a Q Q Q U -III " ':. j=_I ': CUTAND REMOVE BURLAP FROM TOP Z O J Q o U w OC W Li w w W 0 I I I I - III- s/3 OF BALL AS SHOWN I III II N> > H J m a n a Q 3 I _ I -_ _ -_ SCARIFY SUBSOIL TO 4" MIN. DEPTH U) w z Q a o 0 o w Sz - -III-III-III-III-III-II III -III -I COMPACTED SUBGRADE M 2e W W ° w ~" w w m Q :III-1I1 a o in w a , o Evergreen Tree Planting Detail tY o � > V) - or �W/ w > � Not To Scale I�i� � Ce o C 0 Conservation Plan Notes: 61 0 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR c RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND °M °M .0 DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED w °M rn °0) 0) _1 � BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING F- _ N o o t i - DEPARTMENT. 0 M r, - _ ri o 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION U MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I I 0 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER E MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY ,-, SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. O 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF � TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDEt5 D DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I u 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED < r= FENCING > BY THE COUNTY ENGINEERING DEPARTMENT. N a) ul ,rJ I 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, a CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF C 1 3. TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE d- a) TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT f W o Q TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 11 N F Q >, O 0 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE M � � PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE W N (n P -o FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR u) TREE SPECIALIST. Q � a) 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE - PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON 0 C BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND < MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. C, EROSION J or -o 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. > �� Z o U. < �' L Lu W a I _ ^W O O 0 1 0 a) _j co z F-I o 3 _ 3. o Albemarle County f E1 l e Landscape Plans Conservation Plan Checklist -To be placed on Q) (llandbook, pp LII-284-111-297 for complete specifications) U 1. The following, itenis shall be shown on the plan: C) !�eV / 11 V J 7 -0 O U Trees to be saved; ® Limits of clearing (outside dnplina of trees to be saved); I � n_ , El Location and type of protective fencing; W U 2! . ® Grade changes requiring tree wells or walls; ® Proposed trencNii.- or twirteling beyond the limits ot'clearing. �C -0 w O 2. 0 All trees � All frees to be saved stroll be marked with print or ribbon at a height clearly visible to equipment operators. >, o E El No grading shall begin witil the tree, warking has been inspected and approved by a County Inspector. c: J. Pre -Construction Conference: Ljj O © Tree preservation and protection ureasures shall be reviewed with the contractor on site. �__ z 1. Equipment Operation and Storage: 1L be drnplines trees Uj I (Y 1JJ Heavy eguipI[IeIlt, velnctd ar tI'athc and storage of conabucbral materials iIlcluding soil Shall not perrtntted within the of ' ' f L� to be saved. z z z z 5. Sell Erosion and Sbrrnnwater Detention Devices: El be � W Such devices shall not adversely attest trees to saved. W 6. Fires: /� ® V) = z 0 Fires are not permitted within too feet of dre dripline of trees- to be saved. I- J o 7. Toxic ltitil lCr/ills: J >- � © 'Toxic materials shall not be stored within IOU feat of the, tripling ol'treas to be, saved. W O 11� > S. Protective Fencing,: U Trees to be retained within ,10 feet of a proposed building or grading activity shall be protected by fencing. � / L L 0 � , a) Q ZJ Fericing shall be in place and shall be inspected and approved by a Cowrty ltlspector prior to grading or construction. mj < 0 O rz 9. 'free Wells: � N > ' 1 a construction detail ® When Lkta ground level must Le raised within the tripling of a tree to be, saved, a trae welt shall be providedand0 submitted for approval. (=) + � 'rn D ill. 'free Walls: © When the level ut st be lowered within die tripling a tree to be saved a tree wall shall be provided; and a eontst act on deta l (=) j(iy U x a) ground subnntted for approval. --. 1t. Trenehin,❑ nand Tunneling,: W a) a) I'oI s CCa' possible. 't'1nIILCbI1" El When benching is ragrrirad within the limits oFcleernng, it shall be done,s fro away t n Lire tllnik of trees as o U J trenching w BStC feeder Io0t5. under alarge tree shall be considered as an alternative when it is anticipated that necessary r11 d py s � ., _. I-_ c 12. Cleanup: '_1 FJ Proteive fencurg shall be the lastitenis reproved dti ing the final cleanup. W D 13. Damu Crces: d I U") JOB NO. ® ' ecl' ist. UWaged trees, shall be, treated immediately by pruning, ttllih'tation or other melhocls recommended by a bee sp vl _0 NOTE: LS TIIE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTORON TREE CONSERVATION 182150 O 2u REQUIREMENTS. to 4/19/21 in o o I SCALE / II_3OI 1 O�SWNXMRE (DATE) 0 0- SHEET NO. CONTRACT PURCHASER SIGNATURE (DATE) 5/1(06 Page 1 of 1 23 a) rn I I 1 i / Y-1 7 _V I . � � . I . . I I I I I � Y / --- I I . I // / / // // / I,/ /// /�� / I / , 1. 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