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HomeMy WebLinkAboutSDP201900015 Plan - Revision 2021-04-22GENERAL NOTES OWNERS: TMPo4600-oo-oo-oi8Eo TMPo4600-oo-oo-oi9A2(PORTION OF) HAUGH, CHARLES R & E 1 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-o2BEo 046-oo-oo-oigA2 (PORTION OF) D.B. 5295, PG. 636 D.B. 5i5o, PG. 40 7.5o ACRES 12.83 ACRES (7.029 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 27,2019) - 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 g, 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. 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 SDP2019-00026) BLOCK 8B-24.432 AC (PROPOSED WITH THIS RESIDENTIAL PROJECT) RIGHT OF WAY: 1. 2.228 ACRES OF THE BLOCK 8 DEVELOPMENT AREA TO BE DEDICATED FOR ARCHER AVENUE R/W 2. o.15o AND 0.557 ACRES OF THE BLOCK 8B DEVELOPMENT AREA TO BE DEDICATED FOR POLO GROUNDS ROAD R/W. PROPOSED USE: 110 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: 110 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8B) 87 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8A - SENIOR LIVING FACILITY) DENSITY =297 UNITS 125-907 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 LIVING 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.oAC TOTAL OPEN SPACE REQUIRED =13.1 AC OPEN SPACED PROVIDED: CIVIC AREA: o.00 AC OPEN SPACE: BLOCK 8A:1.8oACRES BLOCK 813: 2.76 ACRES BUFFER AREAS (ROUTE 29, POLO GROUNDS ROAD & BROOKHILL MANOR HOUSE): BLOCK 8A: 1.64 ACRES BLOCK 8B: 2.179 ACRES GREENWAY: BLOCK 8A: 0.54 ACRES BLOCK 813: 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 (5o' 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 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 6) REAR: 1o' MINIMUM AND NO MAXIMUM BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT =1o,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 8B=9,76o SF) LOTSIZE: 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 OFTHE 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 2018. DATUM: NAVD 2988 EXISTING VEGETATION: MOSTLY WOODED. ARCHER AVENUE AND THE (2) SWIM FACILITIES HAVE BEEN CLEARED & ARE CURRENTLY UNDER CONSTRUCTION. LIGHTING: ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17OFTHE 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 8B) 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-(1) GARAGE & (2) DRIVEWAY PARKING SPACE PER UNIT: 110 GARAGE SPACES & 110 DRIVEWAY SPACES TOTAL+ GUEST PARKING: ONE (1) PARKING SPACE PER EVERY 4 UNITS REQUIRED: i10UNITS 14=28GUEST PARKING SPACES + 220 PARKING SPACES = 248 TOTAL PARKING SPACES PROVIDED: 42 PARKING SPACES +1ao GARAGE SPACES +no DRIVEWAY SPACES = 262 TOTAL PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN WITHIN THE LIMITS OFTHE PROPERTY. SEE EXISTING CONDITIONS PLAN SHEET AND GRADING & DRAINAGE SHEETS. FLOODPLAIN: THERE IS A too-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: STREETTREES ARE PROPOSED ALONG THE NEIGHBORHOOD TRAVELWAYS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32-7.9OFTHE 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: 0.28 AC BUILDINGS/DRIVEWAYS: 2.94 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: 110 UNITS (15%OFTOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 27 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 MAYBE IMPLEMENTED AT THAT TIME. NOTES: 1. 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 3.8.4.3.2. 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 PIMP 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 PIMP 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 110 DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 645 ADT (322.5 ENTERI322.5 EXIT) AM PEAK RATE - 0.44 VPD PER DU = 48 VPD (8 ENTER14o EXIT) PM PEAK RATE - 0.52 VPD PER DU = 57 VPD (38 ENTER/1g EXIT) BROOKHILL -BLOCK 8B FINAL SITE PLAN (SDP2019m00015) BLOCK 4 BLOCK 8A APPROVED ROADWAY UNDER REVIEW SUB201700117 A 0 \ J \�\ BLOCK 8B I I I I \ I l I GREENWAY AREA TO BE r �� LATTED WITH BLOCK 8B DEVELOPMENT / / I IMITS OI I o 0 0 0 0® \ 0 0 \ 0 \ ° o ° I 1 ° o I O 0 ' I 0 o \ i o i \ \t ° I �pOO®®9D 1 0 ®l0 e oo° / ° I /f RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA w LU Z -� a I o p ---I- w = V J m v ma I Q dp LD _o Z �3 t�� w� . L1 II i II I i 20' WIDE BROOKHILL I HISTORIC HOUSE BUFFER I \-- -- - - - - -- - -- - OPEN SPACE - - x I \ \ 30' WIDE POLO" \ \ GROUNDS ROAD BUFFER R pU14D5 ROAD -- G POL O G \ \ EXISTtN OUTE643 ---- STATE8LPG. 263 - �- DWIDTN PUBLICRIW (1 VAR. 0 o ° ° 00 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O °°° 0 0 0 0 0 0 O °° o o° ° o ° °°o ° ° o 0 0 0 0 0 0 0 0° 0 0 o ° S POLO GROUN� Sheet List Table Sheet Number Sheet Title 1 COVER iA 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 12 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 Lic. No. 035791 4/19/21 �< = 2000' z O a k Z O o Z N J a o E > z w W w 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 E - - - - _ - :1 EXISTING VEGETATIVE/LANDSCAPE BUFFER - - - - - - - - GREENWAY 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 PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) -------- 200 -------- EXISTING CONTOUR zoo PROPOSED CONTOUR 506.77 TC PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX �J 506.71 Tw PROPOSED SPOT ELEVATION 506.21 Bw TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL - - - - - PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE O OO Qo QQ 100 YR. FLOODPLAIN APPROVALS DATE 0 ° ° DEPARTMENT OF COMMUNITY DEVELOPMENT o ° PLANNER/ZONING o ° ENGINEER INSPECTIONS ARB I ALBEMARLE COUNTY SERVICE AUTHORITY I II z w In O Fn Fn U Z Z Z w w w } Z 00 O O O Ln Ln Ln J U a a Q LU LU LU w a a a m Q 0 0 0 w a w w w Ln Fi N MLU m CD �z Z Q LU N J N O WCA H� N , ^ N �J > J L Q �Jz P..q w L. OOf LU z = O U � U w U LU LIJ O J Ul COco LU J Z Lu J � T J~ LLJ O V ®O ce O CON w LU W a v=i JOB NO. 182150 SCALE 1 "=60' SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018AD, 04600-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,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 ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT 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 04600-00-00-018AO; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, 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 tc herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018DO. 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 #2 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 Count Zoning Ordinance the Owner hereby voluntarily proffers Y g Y Y 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 ( Improvements"). "Polo Grounds Road Ira ") . 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 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family 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 rtY ($ ) g Y detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under 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 and prior to the issuance of a CO for the 270th 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 than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market 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 Housing Unit within the 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 a variety of housing types, including but not limited to for sale units, rental units, accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B 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 prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty ( 120 upon written notice from the Owner that the 1 day shall commence P unit(s) 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 P uP Y aPP g 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 damn the one hundred twenty 120 day period, the Owner shall have theright q P a ty( ) YP , 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 pemtit ("Permit") for the first (P) 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 (501) 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`a) 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, VDOT'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. Pursuant to road plans approved by VDOT and a temporary 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 substantial) completed prior to: i the issuance of the P P PP Y P P ) 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 Berkman Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement P ry 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 and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 413, 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 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y Y g Y Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 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 tern for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. 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 not 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 P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1 OOOth) 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 a 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 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 features shall be dedicated to public 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 havingcommenced b CAT a regional transit authority, or other provider of transit service selected Y g ty, b the County, the Owner shall contribute Fifty Thousand Dollars 50 000 to the County to be Y tY, ftY ( ) tY used for operating expenses relating to transit service to the Property; and Owner shall contribute p g P g 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 1 G, 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 Manag ement. 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 of 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 by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 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 MSU2016 MSL 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 formula 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 1 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) Ashwood Boulevard Connection and vi the Trail Network, Y collective) referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be 28 336 662.00, The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay 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 request by the County, but in no event earlier than one year after the date of issuance of the first (I") CO issued for a dwelling within the Project, 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 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 1COTT/R. COLLIN' Lie. No. 035791 4/19/21 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 1C (the "Road Improvements") -above shall be constructed in accordance with road plans submitted by the Owner in and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall w be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. O m F z I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County o LU8 and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal > O H H H at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after o8 U w w w the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County oz J ¢ in Z Z X X X has not so requested, (or VDOT has not approved the traffic signal within that time period) the a k U =O Owner shall be relieved of any obligation to install a traffic signal. U m f m - U w to to to 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the in= a property: O Op Q OU w w w w A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's m w F J ¢ m ¢ d LU d LU d LU design standards for a Class B- type 1 primitive nature trail, shall be established within the � w Greenway as described within the Code of Development. The general location of the Trail Network H w m r1 w w w is shown on the Application Plan; however exact trail locations shall be determined by the Owner > ¢ LU based on site conditions and in coordination with the County. Installation of the Trail Network W w j 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 LU (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 LU 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 dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County'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 > Y� g, maintenance. Each subdivision Greenway plat shall depict the Garea to be dedicated and shall bear P P Y 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 Services Department. At the option of the County, and in lieu of the construction of a school, a public park 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 Eligibility. 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 W F \ �o M N .--I O� 0 ti N N r\ .--I N M r\ Of .ti .ti 7 01 W W Lnj7 W Ul Z Cl? ce) N 4 C) N O (N N Q > LJJ J J > U) LU O Q U LU Y 5 U) LU LU U) LJJ ry O O N w 0 O a z J 0. W Vl J Q z H Ce LU L.L LL 0 tY U 0 COW JOB NO. 182150 SCALE N/A SHEET NO. IA WITNESS the following signature: OWNERS ooff Tax Map Parcel 04600-00-00-01gAO: By: CCHeR�LYS R/HA GH ,, By: �ia.0Aop1 aAWNO /C1rLLV[t.- IZABETH ANN OGL BY IL+iiJGH�- Date: P2;418' rT47!9 I OWNERS of TTaaax�Maap Parcel 04600-00-00-01800: BY: (�l ""r'�l CHARLES R. HAUGH, USl By: DOUGLASrB.00 BY, TRUSTER Date: J - W-/ 9 OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-OD-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: 0-1_ __ M. �,F� r,� P ee Am O. Haugh, Its President Dine: " 8" zoir 9 Page got 10 o a cS o fi ° 11 O s� 6 0 v - o 0 V Da a+. PROPOSED 60. <. ACRE HIGH SCH OOL SHE 9 1 �..-.. TMP46-9B HORNE LAND PO ,� CORPORATION v F � P J O e O TMP46-IRD CRAFrON CORPORATION PROPOSED7ACRE ELEMENTARY SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of lax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation IL1. By: JaH U -140 Ann 0. Baugh, Its President Date: >'- a F. '3.0 J 9 OWNER of Tax Map Panel 04600404W-018DR CRAFI'ON CORPORATION, a Virginia corporation By: WL-h C. �:L Am O. Haugh, Its President Date: aO /9 Page 10 of 11 ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600.00-00-019A2, 04600-00.00-019111, 04600-00-00-019113, AND 04600-00-00-019114 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-0I RAO, 04600-00-00-01800, 04600.00-00-019A1, 04600-00.00-019A2, 04600-00-00-019B 1, 04600-00-00-019133, and 04600-00-00-019134 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ('°ZMA 2018-1 P ); and WHEREAS, ZMA 2019-11 proposes to amend Proffer Numbers ID, IH, 6, and 8 of the Proffers that were approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector roadspecifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road R P 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 the Planning Commission and Beard of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(I)(a); and WHEREAS, staff recommends 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 infomation 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-I1 with the proffers dated April 19, 2019. 1, Claudette K. Borgemen, do hereby certify that the foregoing writing is a true, correct Copy of an Ordinance duly adopted by the Board of Supervisors ofAlbemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on II 17, 2019. Clerk, Board of County Supolstris Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKee) Y Ms. Palmer _Y - Mr. Randolph Y OWNER of Tax Map Fairest 04600-00.00-019B1: BROOKHH,L APARTMENTS, LLC, a Virginia limited liability company By: COG Holdings, LLC, Managing Member By: Haystack Corporation, Manpger By: Andre cGinty,lts President Date: .S 3/-Za/g BROOIOII LL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend apemen Inc., Manager By: Alan R. Taylor, is President Date: 4t • I-W/ q Page al 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 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale based on Albemarle Count 's 2016 Grant application; and program Y PP 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 b the Virginia Departmentf o Transportation P Y 9 supported the proposed alignment of the new connector road. PP P P 9 NOW THEREFORE BE IT RESOLVED that the Albemarle County Pe Board of Supervisors herebyfull endorses and supports the proposed alignment as resented b the Virginia Y PP P P 9 P Y 9 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 Count >ervisors Mr. Dill Y Mr. Gallaway y Ms, Mallek Y Ms, McKeel y Ms, Palmer Y Mr. Randolph Y CROSS D KDESTR\ I �WALK f "15TMGTR MEA _lRAILWAYCD TO ` CONCRETE AL I STING DREYER C AL GCMG eaOR { C�1) ' PRCOOSFOy�P.E �. iPATHWAY CONIIE ORDINANCE NO. 16-A(9) ZMA 2015-00007 BROOKHILL AN ORDINANCE TO REZONE 277.5 ACRES FROM RI -RESIDENTIAL DISTRICT TO NEIGHBORHOOD MODEL DISTRICT (NMD) FOR TAX MAP PARCEL NUMBERS O4600-00-00-01800, 04600-00-0"ISAO, AND 0460040-00-01900 WHEREAS, the application to rezone 277.5 acres from RI -Residential District to Neighborhood Model District (NMD) for Tax Map Parcel Numbers 04600-00-00-01800, 04600-00-00-018A0, 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, the application plan, and the code of development; and WHEREAS, the 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 -recommended 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 the proffers dated October 13, 2016 and signed on October 21, 2016, the Application Plan 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 duty 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 /1�_ X/'TL/17 n,Zw rda✓ Clerk, Board of Com Sup AyIt Nay Mr Dill Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr Randolph Y Mr Sheffield Absent RESOLUTION TO APPROVE SP 2015-25 BROOKITIT.T. WHEREAS, the Owners of Tax Map Parcels 04600-00-00-01800 and 04600-00-00-0 1 SAO (collectively, the "Property'? filed an application for a special use permit to permit grading activities within the floodplam that would expand the floodplarn limits, and the replacements of culverts within the floodplam, on the property, and the application is identified as Special Use Permit 2015-00025 Brookhill (SP 2015-25"); 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 Comfy Board of Supervisors held a duly noticed public hearing g 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 attachmems, the information presented at the public hearing, i use ermit in Albemarle County Code 18-30.3 11 and 18-33 8 the and the factors relevant to a special p ty §§ Albemarle Comfy Board of Supervisors hereby approves SP 2015-25, subject to the condmons attached hereto xra Claudette K. Bor men de he certify that the foregoingwntin is a true correct co of a Cla I, hereby fY g PY Se Resolution duly adopted by the Board of Supervisors of Albemarle Courtly, Virginia, by a vote of five to =in as recorded below, at a regular meeting held on November 9, 2016 Clerk, Board of Comb pervisors Axe Nary Mr Dig Y Ms. Mallek Y _ Ms. McKee] Y _ Ms. Palmer Y Mr Randolph Y _ Mr Sheffield Absent PHASEIIN I ERSEC710N 4aAR? [ IMPROVEMENTS S° P INTERSEMI ( " ' . CONSTRUCrONEWWESTBOUND r LEFT.NRNLANEONPOLO O GROUNDS ROAD WITH ag OF STORAGE ExiEND WESTBWNORIGHT-TURN .moo LANEON POLO GROUNDS ROAD <:- PHASE II INTERSECTION 4 ` FROM50- FSIORAGETO.rd OF IMPROVEMENTS ( • CONVERTRIO MILLS ROADTOA RIGHTIN I RIGHT -OUT OPERATION. INTERSECTION z CONSTRUCTASOUTNBOUND © ROADWAY, PROVIDING 0) LEFT -TURN AND O RIGHt-TURN LANE k ,' CONSTRUCTANEASmOUND - PHASE III ROADWAY LEFT -TURN LANE ON POLO IMPROVEMENTS. - GROUNDS ROAD WITH.So FEET OF STORAGE INTERSECTION. CONSTRUCT A RIGH4N I RIGHT-OU ROADWAYENIRANCETOROUIE29 9 • CONSTRUC7ANORTHBOUNDR1GH �i PHASE II ROADWAY IMPROVEMENTS TURNIANEONUS29WrtHmo'OF PHASE I INTE RSECTION N f , O STORAGE IMPROVEMENTS ` PHASE II INTERSECTION ' IMPROVEMENrs _ O PHASE IROADWAY IMPROVEMENTS // S.' INTERSERION4 + - CONSTRURNORTHBOUND RDAOWAYTOPROME()LEFT TURN U1NE& (.)RIGHT TURN IANE RESTRIPEPAINTEDMEDIMTO PHASE IV INTERSECTION i PROVIDE WESTBOUNO LEFT -TURN IMPROVEMENTS LANEONASHWOODBOULEVARD WITH fin OF STORAGE. RESTRVEEASTbUNDASNNOOD t BOULEVARD APPROACH TO PROVD uIRWNT-TURNIANE e O 0_ 'JO wmwouxa Mao, /:5, PHASE IV INTERSECTION - 1 IMPROVEMENTS,___ %V i INTERSECTIONS CONS RURSOMBOUND MaeROADWAY TO PROVIDE() LEFT PHASEIINTERSECTION PHASEIVR ADWAY TURNLANEANDORIGHT.TURN MPROVEMENTS IMPROVEMENTS LANE T -'�,'" •w_. CONSTRURAN EASTBOUND LEFT. TUTNLANEONPOLOGROUNDS ROADWAY WIT11,1 OF STORAGE GUR BROOKHILL TRA C PHASING PLAN RESOLUTION AUTHORIZING THE COUNTY EXECUTIVE TO SIGN AN APPLICATION, SUBDIVISION PLAT, AND RELATED DOCUMENTS PERTAINING TO TAX MAP PARCEL 046B5-00-00-001CO WHEREAS, the County of Albemarle is the owner of Tax Map Parcel 046B5-00-00- 00IC0, a piece of land located at the intersection 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 connection between the lands to its south being considered for rezoning under Zoning Map Amendment 2015-00007, Brooldnll ("ZMA 2015-07" and "Brookhill" ), and WHEREAS, pursuant to Proffer 1(C) of the proffers offered m conjunction with ZMA 2015-07, the owners would construct a public street that is referred to therein as the Ashwood Boulevard Connection across the Comfy Parcel, and WHEREAS, in order to create the public right-of-way on which the Ashwood Boulevard Connection would be constructed, the Comfy Parcel must be subdivided, and WHEREAS, when its consometum is completed, the Ashwood Boulevard Connection will benefit the County and its residents by proAdmg an important mulu-modal interconnection NOW, THEREFORE, TT IS RESOLVED, that, if the Board of Supervisors adopts an ordinance approving 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 night -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 Comfy SOTS Aye Nay Mr Dill Y Ms. Mallek Y Ms. McKee] Y Ms. Palmer Y _ Mr Randolph Y _ Mr Sheffield Absent SP-2015-00025 Bronkhill Conditions 1 Prior to final road plan approval or permitting of a land disturbance in the floodplam, the applicant shall obtain from the Federal Emergency Management Agency (FEMA) a Conddronal 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 plans and the FEMA approved CLOMR-F 2 Any residential or commercial lots and assocr sted sneers (public or private) resulting from the subdivision of the Property, with the exception of the stream crossings, shall be located outside of the 100 foot stream buffer (as shown on the Brookhill 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 lots located within the stream buffer shall be subject to Subdivision Agent approval. l p PROPOSED SALAMANDER i CROSSING(3 TOTAL) 1 v I� POp- v SALAMANDERTUNNEL .`INVERTED RETAINING -` -+` `WALL9/ID CULVERT FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT SCOTT/R. CO•LLIN' Lie. No. 035791 k 4/19/21 ZZ w E E O Ln I- Z w O 2: O H H t- e2$ V Z Z Z Q J Q �: f f i Q U X X X a Z OV 0 OV V� Q 0 U L] (n 0 Q Q Q Q O p J ¢ Q V w w w w rn F- W CO d 0- d Z � J M M M (^ d Coa w w w LU z z z E a w � /LV LU 0rlr IIn W Cy, I" 0 q c ^ M n M ; 7 L9r �z ZMQ N J M W ci W IN ~� N W > J J Z_3z W LL. Lr r U) M oC L9 -i■ a a UU Of LLM Z = 00 o U � � W U Y 0 W ~ J UlVJ /�//5 Z LU J LOU,-, VJ J �4 W oe- 0 J01-0 0 0 O O N U W J H [�] I- ,--, W W d V) JOB NO. 182150 SCALE N/A SHEET NO. IB TH p�,� NOT SCOTT R. LLINSZ __ z U Lie. No. 035791 Hwp�pQ �� PROPOSED TRAILHEADACCESS AREA T V-`•qRb' c l PROPOSED ASHWOOD BOULEVARD CONNECTION V UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT TH OR �Cp y� c� Z O ��0 4/19/21�4 ��SSI OR MORE INFORMATION ON REQUIRED BUFFER \ 7P N o LL W Z ONAL E\1C1 PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO rr "_•, / ���� / J c] r O N W a CO w TRSING ACCESS THE MULTI AILWA _ ,�, SHWOpp w o -USE W W CL J 1 I € L9 W o " `„ \\ NEIGHBORHOOD I Z z \ ROUTE O C T \ t 4 F P I SITE W x x g IMPROVEMENT - • 4 BS-1 SWO r E 1" O P C I� SWMFACILITY # COUNTY OF 3 ' EMARLE c7 3 o 'MIN. NATURAL BUFFER. c:� r \ R O M RO 7C�S UI m Z O U H F z w � O ROPOSED PRIMITIVE TRAIL WITH - - ,� q0 Z U W O ", I' ' CONNECTION TO FOREST LAKES p ~ in o v z z z O 1 --� -� a- O CO GROUN OSROAD -°.j J w f1 7) < V - 00 d J a of 4 in U � Z D i O f O f O > :I :; `• PROPOSED �` 11` ALBEMARLE COUNTY - - -� --- ' PRIMITIVE 1 / I' RESERVED STEEP SLOPE o. a O LD {� ? k ¢ O U U - BLOCK 1 TRAILWAY 3 11 I (TYP.) Q' 0 o o o V I� Z° � l ° U m o f� m U¢¢¢ w - m ¢ m ¢ m ¢ z UU \ - ( -- TRAILS(TYP.) VICINITY MAP: SCALE: 1" = 2000' h� 5 U, � a { DEVELOPMENT # ,war I I AREA l 1r - 'f � g 0 AN COURT 3 ,\ lL .,, O � O H O J H O w J m J d p d p d¢ p W g GENERAL NOTES r�" f (TYP-) , a y , I I i ' wI OWNERS: TMP 04600 oo-oo-oi8oa < w '" 4 W En En En m I ` •, _ y. I�I'1( BLOCK 15 I III `, - / r„;:>, --- _ =TRUSTEES i�.� .' -" v1 � _ /\ G 1\ HTMPAU H, CHARLES R. & HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J.E1OGLESBY JR,T ELIZABETH ANN OGLES BYH PARK ST SEMINOLE TRAIL � � W m d � w � w � w J ¢ ! ----- - s -,;__, EP /// I / / I ` x 43S 575 CHARLOTTESVILLE, VA xxgoi CHARLOTTESVILLE, VA xx902 tg z Q W m w �- T.M. 46 -188 ' -- - - - .. <` -,a.-.`. N , _ --_- - _ __ _ _ - O CLu w HORNE LAND CORPORATION ' - - _ CON _ -'" TMP o 600 00 00 of oo CROCK ETT CORPORATION W EL w > w w • li 41g. SOPACE TYP. ( ) � CIO HAUGH & HELVIN 435 PARK ST z En � > w � I t y% \ Q �.� CHARLOTTESVILLE, VA xxgoi C9 C7 EA -_ BLOCK I2 '• \ \�� - " PROPOSED CIVIC SPACE- EASTERN POCKET PARK _ \ --. ,,II�O P DEVELOPER: RIVERBEND DEVELOPMENT, INC. ? z z s E ,_ BLOCK so o - a `� -- ' G` (LOCATION TO BE DETERMINED ( \ ; \^\ .-_ O ❑ 455SECONDSTREETSE,SUITE400 0 w 0 w 0 U EXISTING ioo-YEAR _ I WITH FINAL DEVELOPMENT PLAN) `• -' V CHARLOTTESVILLE, VA xx903 _ = z z _- - - - FEMA FLOOOPLAIN(TYP.) _ ,-- ` / M', I �••o,'•,'ice' .,. � PROPOSED VEHICULAR --- INTERCONNECTION ACCESS \/��y ENGINEER COLLINS ENGINEERING C/) z J Izz a z I- z z z BLOCK ham, ,.-- PRO IVE �, III '" - - CHARLO TESVILLE,VEK CHARLOTTESVILLE, VA xxgox Z O g m En p \ - �,': ` , `., / - T AY •�>,. \ `. ' �. ': %" ` / f" ' ! _ TO THE MONTGOMERY i ' RIDGE NEIGHBORHOOD ' o' MIN. NATURAL BUFFER O r, f co r w ~ w z a w o+ o+ ROUTE z n g �. _ \ - , ." ° �� e j , ;�: r i , •"�/ ".: ( I' ,'�/ o TAX MAP & ZONING: 046o0-00-oo-oi800 oy600-o0-oo-oiBAo 04600-00-oo-oigoo E--E u o w f S F Q �-I N o N ti rn IMPROVEMENT .. PATHWAY .. .. ♦� a .d I i �,.. `-:-,� • , ` .^,; r OPEN / - ' R "PO ED CIVIC SPACE ° \ '�' ' / O D.B. 73-4 PG. Ego D.B. 1333, PG. 450 D.B. 731, PG. 690 r"E w a m S O f 0 z w 0 --' N N 14 --' a '- 1' _ - j - - ;'+', "-.. SPACE i , , / ALBEMARLE COUNTY R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL o E f / ;,'. °• (TYPJ � i BLOCK 11 GREENWAY \. : 1 • \ �. /� c / MANAGED STEEP SLOPE � / (Typ) p RV- TOTAL PROJECT AREA: oy600-o0-oo-oi800 - 4x�55AC. a z a z � U ROUTEx 1�� `-- (l-YP.) ° �•. / M IMPROVEMENT (I ±" ', ":`=<... °•° "\.a N _ ;� - 'C 046000000-oi8Ao 27.29 AC. g g a SWMFACILITY#z - ., GR(TYp AY ,',«./°%/0 `" �.: ----- � � � BLOCK 18 CROpO G /� v � o4600-oo-oo-oigoo xo7.66AC. oA x C. TOTAL 775 o w 0 w 0 (li•" PROPOSED 5o'BUFFER I GR(TYP.)AY - �:,. -. - - _. .. UPLAND ° PARK °•e° ���\\`Yi y1 �`ft -�. r0 NGO ( ��� PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT N � w ¢ LL AROUND VDOT STORMWATER I MANAGEMENT POND ) '•' '� y., ` ?,•� EXISTING ARCHAIC WOODLAND •, si / "--, - -II ` �`, , CAMPSITE AREA TO BE PRESERVED ! DEVELOPMENT y.., , AREA (TYP.) M\CN��' O TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY xoi5. z g L9 I � ,_ !' °= y �z / C� COMPILED BY LINCOLN BOUNDARY INFORMATION WAS C p ',� - ��� '" - '" BLOCK 16 O SURVEYING ON MARC u H,, xui5. M w .. �- i=• I �,;"' _ _ ,,, DATUM: NAVD1988 w C6 Q Z _ EXISTING ioo-YEARZ REAM BUFFER ai J vE (TYP. ° d• °°°•�"`w FLOODPLAIN (TYP.) - - da i� ° ► t a UTILITIES: COUNTY WATER AND SEWER N BLOCK �} O ��c') _ `• / /J FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5ioo3Coa8oD w v, in m �o cv � M PROPOSED RIGHT IN -RIGHT I�'I N ¢ z ��__ ° BLOCK LF �' - ' I / v DATED FEBRUARY , xoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4 S w w INTERSECTION IMPROVEMENTS. w SEE BROOKHILL TIAREPORT �a Z .� �'"1,.,. _ ,'A- TRAFFIC CIRCLE ROUNDABOUT MAY ��� / _ V I ALBEMARLE COUNTY _ ���PRESERVEDSTEEPSLOPE `^ r-._ MONTGOMERYRIDGE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 0 0 0+ 0 m 0 rn 0 °+ o 01 E W FOR FURTHERDETAILS: MAIN STREET BE CONSTRUCTED AT THE -� "^^->E-->- "'-, BLOCK 5 '%;;> -, f' NOTES: 3 vi j BOULEVARD ENTRANCE 11 ^� INTERSECTION OF MAIN STREET AND (TYP,) -- i THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 / I £ ' i NEIGHBORHOOD i. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. (V �� Z I OPEN � - / '' � / i)C � s. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE (V Q " � ,�: l SPACE € OPEN _ �/ � �� DETERMINED WITH THE SITE PLAN PROCESS Z N J � " (TYP.) /, . 1 - - -- /.�- �r L SPACE , ,,yy\ ; T� > 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH � � - ' •' (TYP. BLOCK 1 I I EXISTING ioo-YEAR _ PROPOSED 3a O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. y. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES.\ J \� / •' ��J..// LL T.M. - i8D l '� FLOODPLAIN (TYP.) s.: a, RIMITIVE o , '� ,�� �d S- THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN J Q 46 I TRAILWAY �� O� O THE FLOODPLAIN. A PERMIT BE PROCESSED FOR THE MODIFICATIONS CRAFTON CORPORATION - _ _ I •, I BLOCK 2 DEVELOPMENTAREA O 'c� "� / V pP C�� 2 O C� SPECIAL USE SHALL TO THE FLOODPLAIN. 7 L J z Q I ( BOUNDARY (TYP.) �/ f�VO 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN EACH PRELIMINARY SITE AND �� 3 _ - - - PROPOSED NEIGHBORHOOD CENTER i _ \^ TO BE DETERMINED I \ IMITS OF PROPOSED REZONING L ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE C Z J / (LOCATION , °. BLOCK 1 WITH FINAL DEVELOPMENT PLAN.) 1 ,'p _ Z PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. # ® ,� _ _ _ �, _ - - - _ • • s m 7. 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 PAT F THE FEDERAL EMERGENCY MANAGEMENT NUNDA ION ELEV O L R O G G Q U E--I 1 Q PROPOSED ioo' BUFFER ALONG RT. x g BLOCK 4 �,,�`� . E �I -" •''* c4j3±ACRE HISTORIC `-� - ,. SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MIN [MUM OF CIVIC AREAS, AS SHOWN LL'I Z (/) - J Lu 70' NATURAL LANDSCAPE BUFFER &3o'LANDSCAPEBUFFER ) �+..�' BROOKHILL PARCEL BLOCK I-- BLOCK ' ' - 3 �j-_ S : ' ��� f--� (3) ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE 5 O I _\� _ I ALBEMARLE COUNTY `� ` "��-_ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. L 'J NOTE: A PROPOSED MULTI -USE PATH " � APPROXIMATE LOCATION OF HISTORIC MARKER FOR THE ' _ ANAGED STEEP SLOPE {Z,,, -- \ � -. S i� - - TYp GREENWAY -\S ( ) / / 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER J Q Z U J J E--E IS PROPOSED BY VDOT ALONG THE ROUTE zg FRONTAGE OF THIS 4 ` BROOKHILL PROPERTY _ _ >'S - e ,, (TYP.) . _ � I I I, ,� . \ `� � �1 � ��---�'� '� (� , � � �' __ MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. � I•••r � O E PROPERTY. PATHWAY TO BE Ic I' '� - - PROPOSED zo' BUFFER �,. + _ .% �,) \ • - ',, /❑� 1 I-- 10. CONNECTION POINTA)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A W F- ��ii U LOCATED WITHIN THE VDOT R/1N. ', I �1'i - ^^.:. vx; �.•'. � LOCATION OF EXISTING � ,: 1' i') � � PEDESTRIAN ICYLEACCLB CONNECTION. < (/) Y O w� \ � ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q w O O UNN CEMETERY TO ab�:, ° , BLOCK 1 9 �� �.��' fi DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. Q REMAIN LOCK LINE (TYPJ � � + NOTE: ALL STORMWATER MANAGEMENT FACILITIES �: LEGEND Z � I BLOCK 8 �•. ^ / BLOCK 6 ALBEMARLE COUNTY �� ' .°onto AND EROSION CONTROL MEASURES SHALL BE ' �, s LOCATED OUTSIDE OF THE PRESERVED SLOPES. �j\ ° ROPERTY BOUNDARY GREENWAY PRESERVED SLOPES Z Q 1L z 5 U) M W q LU NOTE: AREA WITHIN THEioo BUFFER ' / j PRESERVED STEEP SLOPE 4 , i / TYP- ,' I .-- , ( ) 1.. (TYPJ " ' P'� • e �, ^. VEGETATIVE BUFFER MANAGED SLOPES ® 0 O Q z / AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN O I L BLOCK % \' - i/., - \ `. EXISTING ioo-YEAR / °° \ 1 ••••• / ® OPEN SPACE l 0 ACCORDANCE WITH THE PLACESx 9 FORESTED BUFFER REQUIREMENTS ., f '; It HOUSE DEVELOPMENT FLOODPLAIN (fYP.) " -- INGBROOKHILL AREA (TYP.) � I OFi THCENTURY - TO REMAIN g \' .• _ PPP 11 - •,•• -� •, WITH HOA APPROVAL A io' MULThUSE PATH _ SHALL BE EXTENDED TO THE ENTRANCE OF -_-_ - I GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J �� CL Q ' € f M N NTS OF BROOKHILL �' � \ R MONTGOMERY RIDGE. THE HOA WILL NEED F3 TO APPROVE THE TRAIL AND EXECUTE ALL "- i BLOCK 8 %,- L DEVELOPM /q� 9,. � A - BOUNDARY TYP.) EASEMENT DOCUMENTS ALLOWING THE �'`�,,� _ E_� O �-_\ PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL � HISTORIC HOUSE &THE 19TH CENTURY COMPONENTS OF EXISTING (TYP.) QI `� ��, � CONSTRUCTION OF THE MULTI -USE PATH �1 -- BROOKHILL Lij ioo-YEAR FEMA FLOODPLAIN ! ° t- �� i ON HOA PROPERTY. j o O (TYP.) i 'PROPOSE io' PAVED 1pR SPACE % MULTI PURPOSE TRAIL io' MULTI -USE PATH TO BE CONSTRUCTED ALONG i J PRIMITIVE TRAILWAY O � O - THE NORTH SIDE OF POLO GROUNDS ROAD Cold Un. -.., gpartEpeOt '7 /{ PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL Q O -•'. e Flle# �,'�_ KJ V IMPROVED INTERSECTION x ROPOSED PEDESTRIAN TUNNEL - K A fOVBL _ P -.- �. Sup01V18of5 LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° AND HT-' SEE BROOKHILL REPORT - ` II ilKi Y f p0(p -- PROPOSEDIMPROVEMENT TO FOR S� NNPR\v D8t �. 0000 EXISTING ioo YR FLOODPLAIN N FURIA THER FOR FURTHER DETAILS III " ST 0U POLO GROUNDS ROAD FOR gTfRTR NDSRO TURNLANES-SEETHEPOLO 643(pQ482, -•--°- STREAMS JUNE 15, 2015 { 20, �P 263j-__�--- GROUNDSROADWAY - 8f1f10f * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED J IMPROVEMENT PLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG O PROPOSED LOCATION OF CIVIC SPACE H GRAPHIC SCALE ALE F FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGROUNDSROAD io' MULTI -USE PATH w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- SEE PROFFERS FOR FURTHER DETAILS zoo o zoo 400 800 PROPOSED LOCATION OF HISTORIC MARKER n - E rL w _ En \ JOB NO. 182150 \ _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. M. O - OR CROCKETCORPORATION ( IN FEET) SHEET 1 OF 1 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFICTIA. 1 inch = 200 Pt. PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 c \ LL RN AY II � / - (/ \ 9T HW - - -- - \� - \ F � � D 'ZI - �SCOTT R. LINS R I \ - o O \ / \ U Lic. No. 035791/'2�- (l 4/19/21 w I - , � _ 1 V I \ S !LIP .Ln 77+ �,• q / / o� F- L- -- �v O o �� V BLOCK 1 / 1 v o I w -� > o F- F- F- o I 1 / I 3 i I S BLOCK IS ) /. 1 00 1 / ;!� I z a LU LU L> l 1 \ I A YAN COURT 3 \ as \ , In z f f f OQ z U 0 [A 7D Q Q Q z w O OC OC OCi aV WWWBLOCK 1C 1 I '' _�_�� ' 1 '' o -_ \ �� w z � a LU Ln (wit (wit ca W m oLU u'aa c u'c cl-I 1 (n O�v ♦♦/ SE� �v�Cl- W DEVELOPM♦ wnNT INITIAL SITE PLAN LU BLOCKS 9, to{1 1 V, V BLOCK12 --- -�� i �o BLOCK 18 - /i�,r v BLOCK 14- } ILI \ YY \Y o \ N �v ,/ �� v ° f o o _ M r, BLOCK .1 .`� .. 1 _ / •/' -, i -7/ _- I BLOCK 16 _ � z II 800050/// I I�, I�#I I e ♦ ---- r- \e I�-�__----------�, ' i C7 DPzw4ft � FINAL SITE PLAN o 'Co T APPROVED 16- 12/17/2o18 o o 4c�\\_ W I I B L OK° ' wROAD PLAN (UNDER REVIEW) I BLOCK iI Q,: 1 y' SU6201]-0011] I 1 °a // E 1 // .jf .' `,/ \ / \ l /\`'\ / / CD > t 1 I ` • ` %ft/ _ ' f�... / \ ``\ �/ i�, `� \ 7 0 1 woo > z ai \ 1 BLOCK 1 BLOCK 2 / \ /'. / Q I , BLOCK -1 e o , o / o � / I J ,- ° I I 4 I /� I- /\ I WROAD PLAN e D 201 00050 (UNDER REVIEW ' CID SU62018-0015 0 2 o FINAL SITE PLAN �Ijeo -1T L9 JAPPROVED lz 1 zo18 Q Po _ 1 e o I 00 LU 00 00, el - co 10Y e J H a° �, BLOCK AREA SUMMARY � J 0 R A LAN 1 BLOCK 19 1 (UNDER REVIEW) I I I e �� ` U MM ' 1 BLOCK 6 \ o � 1 e i � W � SUB2017-00117 1 a ` P 1 I\ ° �� o ° �a Develo ment Greenspace/Amenities (ac) [Q ° ((( ° 1 Area Per Proposed Area (Roads, Proposed Block Land Use District Brookhill Lots, Buildings, Development LU °°ee°OO ICI °o°� COD(AC) Area (AC) Parkinglots)Per Area(AC) L I COD (AC) Civic / Civic / Open Open Total Total D 201900026 1 _ _ BLOCK 7 °e \\ ` \ Greenred Greposedem"y Buffers Buffers ° o, o° _ Parks Parks Space Space Greeas pace Greeas pace I FINAL SITE PLAN RO E 1 v e A °° °° • • Required Proposed Required Provided � II I CURRENTLY UNDER DEVELOPMENT ' vv I i Required Proposed Required Provided Required Proposed I e '' 1 Neighborhood Service Center 12 12 0 0 0 0 0 R VIEW FINAL SITE PLAN ' �.� `\ \ I / 1 I o ♦ 1 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 B 0 ( ' II oo (l ` � I 3 Ufian Density 5.8 5.1 5.8 0 0 0 0 0 N 3A Urban Density 3.3 LL O 3B Urban Density 1.8 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 1 0.44 2.9 2.97 8.4 5.88 rr nn O S \ \ 1 ► / 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 V 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 (J 4C Urban Density 6.58 2.31 1.46 0.85 e° W 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 N 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 I P ,� / 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 I I .... POGO . •`` GRp Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 U 8 II rAT ND � E S 1 •' RT.643 1 ' '••...: ' fD,g ROAD (50. ............. / SA Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 U � 4 81 � ' 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 w � ..... P. 263) / w 9 Neighborhood Density 9.6 6.8 0 1.8 0 2.8 4.6 W \ 10 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 a LEGEND: / 11 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 JOB No. I / 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 02� CO +bborrt _I PROPOSED RESIDENTIAL DEVELOPMENT ' 1 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 O J "' (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) GRAPHIC SCALE I i 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 •• •:; o 0 o SCALE z o too zoo a o 1800 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 it r _ - - PROPOSED RESIDENTIAL &COMMERCIAL DEVELOPMENT 16 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS 17 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 �---""• 1 ARE UNDER REVIEW) ( IN FEET ) I I 18 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 SHEET NO. 1 inch = 200 ft. 19 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 3 pp� III Total 223.9 168.8 10.3 53.6 28.8 16.0 108.7 GENERAL NOTES: /`/ ///// / - \ / / / /7 / / //// / I i' \ \ / / / // / / TMP 04600-oo-oo-ol9B_i 1. A 100 YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL / ///// / // // / / // //// / / / \ / / ' \ - / v \ N/F RBD MULTI -FAMILY HOLDINGS, LLU ,� DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT D B PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO / //// / / // // /\ / ///// / y \ ' / \ 20• \ \"AREA: 19.049 ACRES FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT.// // \ 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. / // / // / / / \ �// - / / / / / \/ ACsq \ \ / / / S APPROVED ROAD/ / 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL // /// / / / / // / % i / / / v 447 /v -%'UNDER SUB 2017ooii7 / INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF �4Y \ �( Lic. No. 035791 UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, /// / / / \v / // /// J/` - zEXISTING PROPERTY \ \ SctiFR \ham VARIABLE WIDTH PUBLIC/ / / ' 20' ACSA WATER y C�/( '��C AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE // // - / / / / k i ISE- / \ \ t SWM'FACILITY EASEMpWf / / / EASEMENT /Ss� �j'�1O Ff \ ��4119/2CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION // / \ // �Q / / // // 1/I / LINE BETWEEN BLOCK' /\FtFN� \iI/DB.5121, PG.644-676/ % " / / / 2s. \b� S,NnL E�ot AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY 8A AND BLOCK 4 / / ty \�6. - \. • �, SEWER, STORM SEWER, AND WATER -SERVICE PIPING;oy z4 UNDERGROUND ELECTRICAL SERVICES AND OTHER UTILITIES. THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES / v / / ///j / / I �w�O �A�//j�� / / s d, - / %\V SERVING THE PROJECT SITE. 3 37�4i.83'W 7359z' ��Q / / / 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING / �� / / j ////� I - \ A /° /� WATER LINES ON THE SITE. / / p �� / // //// / / 0.56'(u€) ti430 / / /� / v A r 1 y / 1 I oo I / / / /q / / \ so z 5. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS RECORDED IN DB. 5121, PG.689 701. / / // e \/ \ \ \\ - .. \ z 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE / / J / / // / / o� PROPOSED BROOKHILL I - 1.ti / 1 RECORDED IN DB. 5121, PG. 676 688.\ \���` // �/ // ( I 1 ( \ \ EXISTING ROUTE 29 BLOCK 8A SENIOR LIVING FACILITY I 42e / / /�yo� LIMITS OF OPEN SPACE PARCEL \ \ \ F w 0 \ BUFFER ONTMP46-igAl- I / q \., o 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED / - / j/ l l I \\ \ �£ - / " o. o ACRES (CURRENTLY UNDER REVIEW) PuI, SroRM \ / - - / / / / / �s6 0 � cn cn cn F / / { I / \ 9S I y DRAIN EASEM T / / / 1 \ \ ^" \ \ \ ° > O F F F PLANS AND MAY NOT MATCH THE CURRENT, EXISTING / - /// I / / \ SDP2019-00026 / / �'- \ z Z v w w w p TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY - 11- D Pc as-s7s ¢2s_ I I / /// / \ \ \ \ UNDER CONSTRUCTION. / /% / ri' / AREA: 8.55 ACRES / // �l OPEN SPACE PARCEL \ \ a u¢i C6 30° �5' 35.2{„W 4i.13�' / / 1.947 AC. - - V O w ¢ o p p p / // / / 10o PRIVATE V�� / -- / A \ /A ///I� I� uvi m r- w v¢i (n (n p - I D.B. 5492, PG 483 w Z u u u p LANDSCAPE usev /' / LOT'A' / / o a ¢ ¢ ¢ u z2 z w p / - BUFFER BASEMENT \\ \ / / / � - - � I \ 4 / � p � -- --- --- / _ / ¢ c0 w w w - -DB 5121, PG;644-6�5 / - / RESIDUE OF TMP 46 18E O U) w a a a / LAND RESERVED F R URE 4 4 z w m ¢ \ EXISTING PROPERTY - ✓. ';' \ / '�'� � � DEDICATION P DEMAND od / > ? ¢ w w w w vLINE - SUBDIVISION / 4zo - 5.454 AC• A/ � / 5 � w ¢ uT uT uT co -PARCEL LINE BETWEEN TMP O 6oO-00-oo-01 Al FROM JH COUNTY. / / ? D•B• 5492, PG • 483 °C w a > > > ¢ / / 4 9 (D.B/ 5107 PG. M8) w w TMP 46-igAi & 46-i9A2 / I /o' r� CRCtC �EATTCDRA RETION ,AREA: 2.nEs / �. �I'-Ln - /// I I 1 l\/�; A v �evvv v_ _ -_---- C S / �ZQS\ 4a/l� v /// � w / \ / /i/ / v soap vv v v v v _ - -- -- ------ w > V / / v 1 : \ , �� // �0 v v v� _ v v - DB--.g15Dr PG.LtO 25' PUB IC-, / / / s \ Q �..° / / / /i Ile cn w z v v - - - - - - - - _ N-E /�� } s3 3s.�� w � .cos' / > ( _ - ---- --- ---- -- - - - - - - - DB 5R121, E G..644-675 / 61j/ ��U� � �, �`' ^ /P / / n / / A - - --- _ _ / / I w / / v v ���saag - - ssa3eio E - - o� // ✓ / Lu RJ4723_E__-,I - -- // /I zo' LANDSCAPING BUFFER AROUND / / / - / l l / I I I l / ///L/ / // 1/// � /�/1 I I \ \ \ � � ', ';J -�2--� \� �o _ -- _ _ sea+s_43_•c__------ / / BROOKHILL HOUSEPAR(EL N58381 O W - s �� SWM-€ACILLLYY -a ,., --- DB 5121, PG�75-6$8- _ - �s> - _. /'t����/�2�''- �I , / / zaer' <o _Na3as'a3"w - - - - _ �_ z9 ,. sh ae �' % 530'55'35"W % - 189.04' P �1A' NSANITAY SLYER .. � I l l �/ \ I \ / 01 1 01. EASEMENT.ti A AY\ \ �I I I SWM FACILITY EASE / / Ho "\ BLIC MENTVARIABLE WIDTH PUDB.5121:PG.64-675� I77'I06 T SWM FACILITY / EXISTING STORM SEWER ALONG ARCHER AVENUE SHALL B OKHILL ti rnv REMAIN & BE MODIFIED TO THE NEW ENTRANCE LOCATION / / / BLOCK 1 /7/ / ��/IIIIII A� \ / WP� zoi o00 Av I / / / / ��.-- N. 404 9 / -/� EXISTINGROUTEz / o �ti / /v b / �V AVA \ / „ 9 I I BUFFER ON THE �/ / / ° w � / / -- \V�\V A V 's �%z V� � I I I EXISTING ENTRANCE TO BE DEMOLISHED &REPLACED WITH �w I I I \ BLOCK 8A PORTION �\ ,• / / WL A \V AV A \ Os v - - �✓ / I I I ANEW ENTRANCE. NOTE: THIS WORK WAS PERFORMED \ V OF TMP 6-1 Az - / / / i ���-s �� w / ' �s� WITH THE MODIFICATIONS TO ARCHER AVENUE. / / /j / / // '► ti V I �/�� z V A V o.69oACRES �/ / _ ° .vim W /. V \ k _ I / / / // / \ l \�\ \ \ / / / / / / / .\ W W\\\ �_ I I I \ / / /L9 BROOKHILL HOUSE / / PROPOSED GREENWAY / EASEMENvT WITHIN 21.7A�"Wj 53°�°' BLOCK 8A-o.54 ACRES ✓ / / // / \ ° E/X�IST� /IN/ G/ ) /R,4O6U-iT/gEAzz ,•-.. \ � \ V ♦ �� / \2 ®j/s a \\_\� \\W\ \W `, VW:�W, .- w \WW �moW, W Wwv\\ WWW\\\, V. V VJ ! �\ \ \Sr.s♦A,,�V. \ \`EXI\S!\TI�!N\ G� vyPRE\PS3W \Ex♦u\R. \V6♦ N0E.\U`DMv ./ \ 1// ✓/�.W /WW/\ W//d./W \ \m oo v�R\Ov PERT.Y - BvOssU�° N/DAiR/Y vT - YP. STEEP SLOPES OPEN SPACEBUFFER ON THE \ \i.8o ACRES_lE TMP,046ioo - 00 - 0b18E Sz�96�� 8HAUCH, CHA RRE BLOCK 8B PORTION I-J94 OF TMP LIMITS OF FUTURE GREENWAY" 61 , r / / W ON7 LH�.CES JRRJ1 0.954ACRES, APPROVED FEO BE DEDICATED TO, W /� 0�� __ioo YR FLOODPLAII ALBEMARLE COUNTY PER Azo8000ii PROFFERS/, 90 REA i3.1RC 0*)9 ER2oi600004 W/ 045 C NAPPROVED FDP/ .�. HIS IBLO LIMITS OF SUNNY DAYV / l ;0 \ $ 4 R- 9 PROPOSED HISTORIC HOUSEBUFFR o. 86ACRES � ZONE PROPOSED OPEN I - y / / . ✓% �/ / - l l ( / a` =i `R� i 01 A D.B. 5492, PG. 483 6 v - _ A , v ,RA4 // /' f / / ♦� A W ,; SPACE B 7W ✓ /� f I ek3&6 I 1 1 I / sea 73s \ V v v vv / EXISTING PRESERVED \ 0.07ACRE5 / ✓ % y/ / %W . // f"� w W/ W/ . / w . /. / .�� /I I \ \ \ \ - - _ 68 \ - J / \ / / / ♦- �'� / �R° �' \ s V� STEEP �t8£ / / . ✓ /� C (� / f �/ f //I l /// I 1 I 1 I I 1 v \\ LIMITS OF OPEN SPACE PARCEL - _-' S/„�>� v A v ��V v v /� j / /! /1\ % % / % % ` / /l/ / / // I 1 I I 1 1 1� v vA BROOK IILL� v - , v - _ �'36aa\ 2/l� H� Z / o f r/ 1 / ♦ s ®�% / l.Ill F 1I I1 1 \ \ \ - --- \ / �� V "% / ` 1� / / EXISTING PRESERVED / / / / 1 1 1 v v BLOCK 8B - �� - / / / / / W � O 1 A \ ���W �WV s V /W/ �/ /� / W%W% A 1 11 �� vv \ �4&� _ I //. ✓f /�. /w � STEEP SLOPES \ \ I 1 �\- \ \ \ \ \ NOTE: PORTION OF PROPOSED Szi°3z'4g.63"E z7.7z8'�\\ \ \ \\A \ a _7 \W . \ y , /' W Ww /✓ / W Wow :, / / // / / \\ \\\\ '\ SANITARY SEWER ANDzo'EASEMENT W w .. / ` \ ® \ . W \W \W\ d \ \ \ 7 / /` / / j 7 \ \ ��_ \ \ \ , Lu TO BE RELOCATED WITH THE / / °� / / / i J z co ti`�lI oo, / \\ ` �1.W �lW.W �\W \�W .` �� .i �W/ /�/ l W JW i/ l/ / I �- \\ \\ -- -� l \ / 1 V DEVELOPMENT OF BLOCK 8B l \ B W % %% W W / 37 rzz. _EXISTING STORM \\\ \\ / / / // j ' I / / / Q U 6 OF R F TMP o o-oo-00-01 A \ \ \ W \ W W . � / / / - -TO BE RE-ROUTED \ \ \ \ \ \ / 4 9 \♦ \� S \\'\W �\ w PROPOSED GREENWAY / ./ / / .\ / / �/ \ \ S F l ?\♦ \\W T�, .�// .�.W.W / 11 \ \\�\\ \I\\ \ '/ o d %� l l \� EASEMENT WITHIN �/ 111 - saso' V A - - - - - (� oCROCKETT CORPORA TJON ♦ A • ® �» /� //✓ / / / / �v \ \ - / i / N ��s �FNrsoaA v ��1® BLOCK8B=4-04ACRE5 ' W � �/ % /` / / 1 / / - _ //- 3�v v�' VA LOT'A' --- / A, F D-.B. 5J.6%,;PG. 235 v♦' / ®.o ® I i l l l l l / °` v \� VA TMP o4600-oo-oo-ol8Eo D.B. 1 o PG. o v♦ y . �� l �i �/ %�/ / �� ®®� I �'�� i / I l l / l l l / _ v v �� \ \ RESIDUE OF TMP 6-18E - - _ - 5 5 , 4 A o 1 " �I �/ / ��� s72 v V VA\ 5 454 4 HAUGH CHARLES R / / / , / / / w /� G� �\ 4 1 ! \ v \ V A --- - & E J OGLESBY JR T / �vvvzo AcsA WATER I V W � A AC. / 4\ v EASEMENT _ �. ® �., ®A w �� - I ® -/ _ L- R-'�z�s. o �� �� / / / (EXSLUSIVEOFARCH2�AVENU,' �S�37s, - s \V, D.B. 5492, PG. 483 - _ _ - - o/ / / / W X AREA: io.61 ACRES �L _ y ® / I PROPOSED OPEN o 1 � "v s _ ILu - r�/vyE' V \ \ PROPOSED OPEN'E' ;�\ 1 e ® / ®® ®® ® �// 0.79 ACRES °� 770 e<No u ® W SPACE) / ® ® EXISTING BUFFER ON ! , A„ / I I o %BASIN/SWM FACILITY PROPOSED WITHco 0.64 ACRES 0� \ \ ® ®®- � THE BLOCK 8B ®', - v I /I PROPOSED SWM ACCESS AND i BROOKHILL VSMP PLAN TO BE W Po ® PORTION OF TMP WITH w / '� EASEMENT TO BE RELOCATED / \ ( ® // ® / FACILITY 36e I' RELOCATED WITH THIS SET OF PLANS': ® Sa'ssvo - 46-�9Az - 3.490 ACRES ® ` / MODIFICATIONS TO THE FAC, �„ y/p0-zoi -000 v LIMITS OF OPEN SPACE PARCEL I l l W ® \ ! o 0 / / 1652 z y` �\ �� ® ® M r \ 7` 37 \\ \ \ \ \ l I I I l l Z w � ,� l r 11 I i I I _ ® I�I ® i ,/ / L ND RESER�ED'FOR'FUTUR I' I I \ \ \ \ \ \ - s� w.,W .'+c \W \ w w w w I w ® 1 J I \ -o \ \ \ °\\�i"... _ - i I I I VARIABLE WIDTH PRIVATE/ /� +1 ® - - - / / "a H� / ® v W EXISTING WETLANDS / I I DICATION UPON DEMAND MAINTENANCE EASEMENT l.,.�\ __ you / � I / /\�0.5,57*�A�RES-_�F \FROM THE OUNTY.66 36� '". I \ \\ \Tjs\ 6g° /„.W LIMITS OF OPEN SPACE PARCEL e / q3 / / 36'Z INTERMITTENT STR�AM® /, \ v. �� �\ °` \ALAMANDER CROSSING ✓ W W '� W wCTMP B-T9A LAND HEREBY ' ® 1 LD.B. 510 PG 148) - I \\6ON TO"P\RDA: �. 71ACPoEj '^ I 3 3 53 �•`USE UPON DEMAND BY THE COUNTY' ® / I v M I VARIABLE WIDTH PUBLICv \ s / ` INTERMITTENT STREAM W P L� SNZM FACILITY EASEMENT �"""� ® \ \ T `*' ® . a ® l / \ I I I `` \ DB. 5121- PG.644-6Z5/ a.' ' O I I I Iof •_ \ \ \ pRlVgt r - - - Nsz s' W ® V ♦ABLE WIDTH C \ sr F 3I \ I o 1345, R-zo 00 / // I I I Q ® Sa4sa� / 4 gyp= 2 BASIN/SWM FACILITY STRUCTURES �SU Na $R0 DR�CI MENT \ si-i. I I I O - - - - -- / I c� n 6' w - - _ - / C/cf _ _ 4�- �y'`RABL6�W�n J s R R m Ens€MENT_' PROPOSED WITH BROOKHILL VSMP PLAN csaa-s7s ! } EXISTING MANAGED O a o-30' PRIVAT LAP DS A Ne'T °'$3-- - - -� ry w ,ram r \ TO BE RELOCATED WITH THIS SET O PLANS 0 I y' I I STEEP SLOPES O � G.644 5 SEMENT -- � -� -_�- /ia a' /. I,.�,r v� �RiVA I /'_ -- --------- �N SCAN XISTING WETLANDS O OFFER FA _ � � � I I se.ri'(TE)2... . / I I I .• ®il® e » _ - _ as asi3E zots' -- - a127 EVEfdF €\ 3356� �/ EXISTING a VARIABLE aoTH au�T-_7-,i0_./3(ri _ _ -- _-- _- ss - �... nE/ h�2 �� 6L' %' LANDSCAPING BUFFER PE RCE / /j �,_.0 Nas n.3' EXISTING o' SPACE PA T LINE Lu \ ® n -- r-<`- - -- =sss nc� �c `\ oy inn OD.B. 9 2 PG. 8 PROPERTY NE v v v 0 STORM DRAIN _ g L PRI o vARIABL DJ�RI ��_� ® ® ® DBs12,, cc6aa 675 , 549 4 3 I / �i MAINTENANCE E�E�fENT \ m 4 AB Rueuc / \ \ \ \ (FOR IMPLEMENTATION eF \ - ' - - - - - - - - - - - - - - _ _ _ _ - ® EXISTING POLO �„ 3'`r€j sT RM o w \ EXISTING SANITARY SEWER AND \ v _ ®=3.7s'rIE -- POLO GROUN68 40A�- 3) v ® o. o ACRES ---- o�iLu 1�_ A I -\ v v v vv v SALAMANDER CROSSNG) v \ v v v v ®®® N2ro3'38•E -I ) STATE ROUTE 6 D.B. 81 PG.26 /- - - ®® GROUND ROAD BUFFER' L �' - F� 5 6 zo' z 8 E z 6i v \ zo' SANITARY SEWER EASEMENT A aLn \ \ 0.557 ACRES -OF TMP 46�9A LAND 7 93 " 39 \ \ HEREBY RESERVED FOR FUTURE \ ` s _ - - a _ - �- 3 5 - - 48So3, Soo - \So 3 \4 \ \ JOB NO. �RARHIC SCALE - = - - - _ - _ - _ - - _ EXISTING POLO - - - - ®� c - -� _ _ - f\�3 4 \ VARI.BLE WIDTH PUBLIC \ \ \ \ \ - GROUND ROAD BUFFER - / ' - - - - ®®- - - \ \ �� fA qNQ / \I \ STO DRAIN EASEMENT \ \ \ \��-3'43'S5"Eo7g - fl5£ ryio} \ \\ 6ACRE8 ® ®® ®®® Nssziasw 6 i 1 v 5 G644 675 \ \ �82�Jr� DEDICATION TO PUBLIC USE UPON DEMAND \\ - �- - - Rl q \ \ BY THE COUNTY \ ,6• _ - I 4V \ 50 0 \ a5\ \ a / ' - �aoo \ �-\ "- 585 `& \ �' S3 - - - - ®® - \ " - \N �•I \ \ \\ \ \ \\ \ \\ \ SCALE \ V / A \ 1- Y - - -� ® / v v - ----�k �_ - - - ��� �a4-ss s v v \ EASEMENT WIDTH PUBLIC i v _ o / s/ \ \ \ \ \ n ' \ 04. \ \ V � v A LIMITS OF SUNNY - - - - 35 _ i ®®®® A �'�" os .(TE)-I `u3\ � VA ���� I\ q�Aq�v v \ = J� \\ ( IN FEET ) \ \Ii_ o J \ \ - - DAY BREACH - - - _ A \A ?' �\ ®® ® \ `� L z R- 8 oo -. zst60 SHEET NO. 1 inch 150 ft. al J im V - ---_ �A,7, � °_ / V A ®®®/�.. vv v� v vvv v \ \ \ -/ 70.00' ___� \ - - - - - INUNDATION ZONE - - \\ \ 1------ \ - „�i \ ' `� VARIABLE WIDTH PUBLIC 0 0 }47 , -4 77 ---- I \ �� \ A 585'38 43 W \ - - - - / ® \ e=z. 8 Z \ \ \\ �\� ! \ \\ \ \ \� 4 v _ 35? - \/ STORM DRAIN EASEMENT 775 v vAvv� v v vv \ v V A v PROPOSED ROAD \ \ \ CURRENTLY UNDER REVIEW) \v V A v SUB 2oi800115 TMP 04600-oo-oo-o19B3 CROCKETT CORPORATION D B 5oii PG i7o POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W TIE-IN PROPOSED CG-6 TO �EXISTING CURB & GUTTER � TIE-IN PROPOSED CG-6TO EXISTING CURB & GU TE/F STREET SIGN (TYI M h 4,Q n 22 �p O 2N O ? • DPOSED 3' CONCRETE SIDEWALK / PROPOSED 5' CO /I 25' FRONT MAX. �,a PROF SETBACK (TYP.) N eel HT = 6') MIN. SETBACK (TYPJ, VDOT STD ROPOSED G)wGE (TYP.) STOP SIGN (TYPJ PROPOSED F/ NOTE: A ao' BROOKHILL HISTORIC HOUSE B FFER ROLLTOPCURB % 'Q / / SHALL BE PROVIDED ALONG THE BROOKHILL HISTORIC HOUSE LOT. THE zo' BUFFER SHALL BE MATCH LI N E - SEE SHEET 6 EXISTING UNDISTURBED BUFFER OR REPLANTED _ . ROPOSED 6' PLANTING STRIP (TYP.)NEW LANDSCAPING BUFFER PROPOS STEPS ROPOSED VDOT STD. CG-6— HISTORICBROOKHILLJ j \' P"GN(TYP.) / \ HOUSE PARCEL STO N / / �z• �NCF, PROPOSED VDOT STD. CG-u (TYP.) STREET Kj NOTE: INDIVIDUAL SIDEWALK CONNECTIONS (Typ.) ROPOSED 5' CONCRETE SIDEWALK WILL REQUIRE A VDOT LAND USE PERMIT PRIOR TO ANY WORK WITHIN THE R/W. ROPOSED VDOT STD. CG-z PR PROPOSED WA`` ROJECT BOUNDARY (TYP.) S ;STREET O_SF FS F \ (MAX. HEIGHT =6') 11/ !. SIGN RV r(/ \I r I FE SIDEWALK I (TYp o 9T�c �C�F��oo \ OMEN SPACE PARCEL VDOTSTD. CG-ii(TYP.) Rq�FC ^k \ D.B.649z,PG.483 zp, /yw'DFe i �\ S \ STOP OUSF �00 PROPOSED STEPS (TYP.) STOP y/S LIMITS OF OPEN SPACE PARCEL / SIGN / 1-3g TOR/C D.B. 5492, PG. 483 i - (TYP.)Gy \ (C C 48 ACJ "� ---__ T . PROPOSED DITCH BEHIND UPPER WNOTE: VISIBILITY OF ALL MECHANICAL ALL N I 80' \ \ EQUIPMENT FROM THE ENTRANCE �y CORRIDOR SHALL BE ELIMINATED. STREET SIGN (TYPJ Can \.. PRIMARY ENTRANCE (TYP.) ] r�l ( i�zg i/ ii PROPOSEDe8\P\\TFONCq--- /NS TUB DROLLTOP CURB gPBUFF / ROPO;EDGARAGE (TYP) d r ~�R \ \\ FOBUFFRR l ---- , V / o STOP SIGN (TYP.) p a g CF,l�o' �c� OP ;• �,, qT TRANSITION FROM ROLL-TOP CURB TO CG-6 CURB & LTOPCURB rQ 0 F%RgVF� GUTTER FORDRAIN_AGEINLETAL ALONG SLEYCIRCLE ---__ J / ' I W/ 1 --M-- _ i 4 l - Y ' 1 O~ i I /•y� / I z ROP05ED GARAGE (TYP.) I M/ PROPOSED 5 CONCRETE SEWALK Jl SFTB CGq Zv i I� __ PROPOSED STEPS (TYP. % % /� PROPOSED ROLLTOP CURB a. ___1 /' ��` D %p , (4) PROPOSED PARKING SPACES y/'VG / PROPOSED CG-zCURB (TYPJ TRANSITION FROM ROLL-TOP CURB TO CG-6 CURB & \ / GUTTER FOR DRAINAGE INLETS ALONG NOUSH COURT S • ' ^ � : • � � j � ROPOSED 5' CONCRETE SIDEWALK • �' Z ' " ° :' ° % P11 ROPOSED VDOT STD. CG-iz (TYP.) i I EIP Elp ROPOSED CG 6 (TYP.) J // CG iz (TYP.) ` y - 2 ROPOSED MAIL . K 5K V �--------- Q ^, ROPOSED6 CONCRETE SIDEWALK - (io) PROPOSED s // - a - -- PARKING SPACES I JJ --------- ° r uj w COURTYARD ^ TYP �0 4) PROPOSED PARKING SPACES R / ----------------- ¢Z STOP o.zo AC PROPOSED GARAGE (TYP.)', ` I j PROPOSED CG 6 CURB (TYP. J- - - - W SIGN PRIMARY ENTRANCE (TYP. / ---� Li I Q 3j � (TYP') io) PROPOSED PARKING SPACES X'� PRIMARY ENTRANCE (TYP. N > PROPOSED ul a ROLLTOP CURB - - - - - - ROPOSED CG 6 (TYP.) -- _ (pl /�� PROPOSED �� LIMITS OF OPEN SPACE PARCEL --__ M ? LOT 'A' i ROLLTOP CURB I .H .D.B.-549z, PG. 483 OPEN SPACE D 376 / ROPOSED CG-z CURB (TYP.) j ---- / PROPOSED ROLLTOP CURB \ J��4Q TOTAL AREA= 374 VAR. WIDTH SWM PROPOSED / I � �� i.95 ACRES � FACILITY EASEMENT DRIVEWAY(TYPJ---- 41� STOP /(AREA OUTSIDE -,D.B.5492,PG. 488 SIGN BUFFER AREAS = - -i di �Q / (TYP.)" / 1.26AC.) / / �W O i , W OPEN SPACE PARCEL ROPOSED ROLLTOP CURB OQ 549 / W D.B. z, 483 PG.\ i 2� JIB R 35AL / XISTING STREAM 36 / PROPOSEDCG zCUR6(TYP.) W PROPO ED 1 STRMWATER PROPOSED /LLs MAONAGEMENT i/ w�'II ' 4 i W (MAX. HEIGHT 6) WID OL .i 3O. EP � W i� FA�LI�IT�' - > �mg � XISTING STREAM ROAD BUFFO GROUND D.B. 9 Ep fU,32 y J S NgT(/Rq \ W' 54 z G. 483 C REpfq C UNDIS \EI�I NT T E j �5,\ w ulmr \ - ED��gN sp DBUp�OR/ \ EXISTING POLO GROUNDS ROAD \ I• STATE ROUTE 643 D.B. 48s, PG. 263 QO EXISTING PUBLIC ROAD 5' SIDE SETBACK VAR. WIDTH PUBLIC R/W 00 � OO Oo O O O O O O O 0 O 0000 o (MAX. 5' CONCRETE SI )JECTBOUNDARY(TYP) mm GR30O U�r BLIC �'/TY PROPERTY LINE (TYP.) i 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. GRAPHIC SCALE 0 lC 10 ( IN FEET ) -� 1 inch = 30 ft. Lic. No. 035791 It, 4/19/21 ¢�'41 Z O J < a k C u < Zn co Z o �2 0 Z 0 <� >Lu H u z .. H u / u Lu li u i p z w � I � ! 0 F- F- F F U Z Z Z w w w z f f f c 0 0 0 0 E Lu In In In i of Q Q Q C m d d d ? w w w i CC U) U) U) C d w w w ` inc inc inc C LuL i Lu i Owl O"l rn O� rn rn '-I W •" I .-I .-I .-I � � N Q 'ti ti N o .-I N N ^ rl 01 IT m ^ a+ � ,N, IT �z M co N J co 2n N 1�-I > J W Q Jz J W L.L u cl�' W � z 1:0 U Q w v Y Lu 0 ~ ul U MJ W W LuJ J 2 W i 0 c) O LLL.�..LLL/ OO O N U W J ti W W JOB NO. 182150 SCALE 1"=30' SHEET NO. 5 PUBLIC ROAD OR GREENSPACE SCENARIO i SCENARIO z SCENARIO 3 % CAR " GARAGE PARKING MIN MIN i MIN i MIN MIN �. N MIN SPACE 2 CAR i5URFACE 2 GARAGE W' SURFACE Z PARKING PARKING z f PARKING SPACES �? PARKING SPACE i SPACES LL PRIVATE ALLEY OR STREET LL 'M�o a0'MINIMUMTRAVELWAY PAVEMENTWIDTH c� zo N� �• W LI dLL' � W w PUBLIC ROAD NOTES: i. EACH SINGLE FAMILY LOT WILL HAVE A MINIMUM OF 2 OFF STREET PARKING SPACES. a. OFF STREET PARKING SPACES WILL BE LOCATED .: - IDEWALK S' MIN MIN EITHER IN DETACHED GARAGES, ON PARKING a CAR 3' PADS OR A COMBINATION OF BOTH. GARAGE MIN 3. GARAGES WILL BE A MINIMUM OF iV DEEP AND PARKING. .°i LOCATED EITHER S' FROM OR GREATER THAN 16' SPACES FROM REAR PROPERTY LINES ADIACENTTO THE PRIVATE ROAD OR ALLEY. q. GARAGES WILL BEA MINIMUM OF 7' FROMTHE 3 CAR EDGE OF PAVEMENT OF PRIVATE ALLEY. GARAGE 5• ASPHALT PARKING PADS WILL BE BUILT WITH A PARKING MINIMUM DEPTH OF I& FROM REAR PROPERTY SPACES LINES ADJACENT TO THE PRIVATE ROAD OR ALLEY. EACH PARKING SPACE WILL HAVE A MINIMUM WIDTH OF 9'. 6. DRIVEWAY GRADES MUST BE 8%OR FLATTER. _ THE GRADE TRANSITION BETWEEN THE PRIVATE ALLEY AND DRIVEWAY, BETWEEN THE DRIVE ANC GARAGE OR PARKING PAD (OR ANYWHERE IN THE SCENARIO 4 SCENARIO 5 DRIVEWAY) SHALL NOT EXCEED lo% GRADE DIFFERENCE. • IN THE CASE WHERE THE PROPERTY LINE IS NOT: FEET OR MORE FROM THE EDGE OF PAVEMENT OR FACE OF CURB OFTHE ALLEY, THE GARAGE SHALL BE A MINIMUM OF 7 FEET FROM THE ALLEI EDGE OF PAVEMENT OR FACE OF CURB. GARAGE AND DRIVEWAY EXHIBIT NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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. rl I 1 PRO. PROPOSED CG-6 NG CURB & �/ E-IN PROPOSED EIXISTING CURB & tiw �M 22 tio' a Z H O/ 2 20POSED 3' CONCRETE SIDEWALK- / / PRO/PC 25' FRONT MAX. / SETBACK (TYP.) w° w p BOUNDARY (TYP. 4' CO NCR TE NOTE: A 2o' BROOKHILL HISTORIC HOUSE BUFFER SHALL BE PROVIDED ALONG THE BROOKHILL HISTORIC HOUSE LOT. THE 20' BUFFER SHALL BE EXISTING UNDISTURBED \ BUFFER OR REPLANTED NEW \ LANDSCAPING BUFFER. e. \ SS• cp F \ NOTE: INDIVIDUAL SIDEWALK CONNECTIONS WILL REQUIRE A VDOT LAND USE PERMIT \ PRIOR TO ANY WORK WITHIN THE R/W. RIMARY ENTRANCE (TYP.) \ \ yN,w` ROPOSED VDOT STD. CG-z 30 ROPOSEDGARAGE(TYP.) \� V PROPOSED 25' FRONT 10 / OPEN SPACE D \ / /, TOTAL AREA = ° MAX. SETBACK (TYP.) :' ° �'� rY ° / PROPOSED / 15'R - - i,95ACRES �� \ yROLLTOP CURB (AREA OUTSIDE \\ \ BUFFER AREAS = j y / 1.26 AC.) PROPOSED io'xzo'BRICK'PAVER AREAWITH PROPOSED 5' CONCRETE SIDEWALK OPEN SPACE PARCE ;.Y L HISTORIC MARKER FOR THE BROOKHILL PROPERTY ROPOSED 3'CONCRETESIDEWALK �Q� / D.B.S49z,PG. 483 \ / y / PROPOSED VDOT STD CG-6 / / \L /< ROPOSED CG-iz (TYP.) . / / .�0�- / / 9' I PRIMARY ENTRANCE (TYP. A ; EXISTING LIMITS OF WOODEDTREELINE PROPOSED / / 7) PROPOSED PARKING SPACES PROPOSED & FRONT <1 DRIVEWAY (TYP.) / ro �k MIN. SETBACK (TYP.) PROPOSED WALLS (MAX. HEIGHT= 6') / �Q \� PROPOSED /ROLLTOP CURB / PROPOSED DITCH BEHIND UPPER WALL P. LOT' A' /'hti i /pFjp / ROPOSED VDOT STD. CG-2 / D.B. 5492, PG. 483 / 4LK ROPOSED GARAGE (TYP.) RIMARY ENTRANCE (TYP.) / / / EXISTING BROOKHILL HOUSE J�Q PROPOSED io' REAR _� Q� / SETBACK ti ROPOSED GP AGE (TYP.) STOP SIGN (TYP.) / PROPOSED i �0 / / ROLLTOP CURB / b4 / MATCHLINE - SEE SHEET 5 Y Y PROPOSED 6'' Pv\ ING STRIP (TYP.) / v ROPOSED! ROPOSED VDOT STD. CG-6�- \ HISTORIC BROOKHILL HOUSE PARCEL ,y STOP SIGN (TYP.) C y�cy S!G41 4) s 1gt? I TgNCF= \.. PROPOSED VDOT STD. CG-iz (TYP.) STREET SIG / (TYP.) ROPOSED 5' CONCRETE SIDEWALK ROPOSED VDOT STD. C` GRAP aN p \ r/ L ' ;STREET \ �SFFSF \ PROPOSEDWALLS (MAX. HEIGHT 6) PROJECT BOUNDARY (TYP.) / I SIG QV r(/R \ '-PEN 5' CONCRETE SIDEWALK ! (TYP.) i o �!��RC,4F�aoo \ \ OSPACE PARCEL PRO OSE DOT STD. CG-12 (TYP.) qVF� ry k \ D.B. 5492, PG. 483 Zo PROPOSED STEPS (TYP.) � \ - / STOP \ �sTOP •.'r(''y SIGN y��s BRoo OBFeC/pp y/C� _.. ' i / SIGN \ T /S \ \ (TYP.) \� Sy F'P(o N/STO LIMITS OF OPEN SPACE PARCEL / Tqy 9� PG '3ggC R/C D.B. 5492, PG. 483 SCALE ( IN FEET ) 1 inch = 30 ft. / (TYP.) Gy \ C 48 ) --- T CF,�8o �8 \ \ \\ ROPOSED DITCH BEHIND UPPER WALL / / / / / / / 6 / / Lic. No. 035791 4/19/21 ¢�'41 1w''ww Z z O a LU C) Z O J k Ul J O � ~ z H � w LNu IIe p z w f 0 UU F- F- F- Z Z Z w w w =O O O O U w w w J Q Q Q w CO r1 r1 r1 J QCC W W W w a p � � � LU V) LU ,7, W N O ti N ti O\i p\\II p •-I N N .-I ^ rl a n'T m O1 ti tiIT ur W ul z Cy) C'7 M Cy) N M 1 N C) LU N N J J U7 LU 2 U LU LU Lu U7 LU Gf N z C L W V J LL co W U 0 Mj W .J 0 0 cl�M W O Q W J ti F 0 w W a U)) JOB NO. 182150 SCALE 1"=30' SHEET NO. 6 EXISTING 8" D.I. WATERLINE(-/ MH �'5 ROPOSEDy zz.5° BEND OPEN SPACE / ° I � I I � I � 1A p 5 -, � / PROPOSED FIRE HYDRANT - SEE SHEET 8 / // „^�,TH U �. '" - 1+00� / ASSEMBLY w/ 6 x6" TEE /" € PROPOSED y" D.I. WATERLINE S `PROPOSED.. o PROPOSED M ATC H L I N E� • / O �/// / °/� PROPOSED 8'x TEE PROPOSED I 4 4 h` x6' TEE / (z) 4"xOSEE 9 8x "TEE T(1)-4'G.V. ^'.7� (1) 6 G.V. I � (z) 4,GV(1>-y"G.V. / SCOTT R. LLINSZ Ig MH-15 �/ PROPOSED y x4'TEE y G.V., / O PROPOSED BLOW -OFF ASSEMBLY - / &BLOW -OFF ASSEMBLY U Lic. No. 035791,E // /// /° / - ..:.� t ° �\ PROPOSED ,4 4 PROPOSED 1.5' METER N VAULT o - \ \ 'x "TEE 4/19/21 w ISTING 12" D.I. WATERLINE ��� �� f j� - \ ' �- • (.L a (i) 4y" G.V. PROJECT BOUNDARY (TYP.) / �'i� Oti z PROPOSED 4°45 S F \�\ SSIONAL E� °BEND •° VAR. WIDTH ACSA UTILITY EASEMENT ROPOSED y" D.I. WATERLINE w DB549z,PG48 �Ih (�� \\\ \ `� z nl >� PROPOSED z" TYPE COPPER WATEI�SERVICE LATERAL o�°y,_ 1 _� �° c I2 ROPOSED 1"-TYPE K COPPER WATER w /� / I,, )(� rv❑ .+ �C O SERVICE LATERAL w/1"METER / PROPOSED FDC I ° PROPOSED y" FIRE LINE N r� - / ' . - PROPOSED 4 " 45° BEND ROPOSED 8" D.I. WATERLINE \ / w o: PROPOSED A.R.V. �\ oro / /•� °\PROPOSED8"x6"TEE / I _ rwl ln'i `-,_ B" G.V...... \` z o VAR. WIDTH ACSA UTILITY EASEMENT W IQ / PROPOSEDy FIRELINE .°•\ / \ (1) 6"G.V. PROPOSEDWALLS c w ul o LL IU' l \ \ MAX. HEIGHT 6' Z c DB 5492. PG 485 PROPOSED 8 SANITARY SEWER\����\ �, w o ml r, / �% �..._., �1'j - PROPOSED 8"x6" REUCER zo' ACSA UTILITY EASEMENT / OU Z f ° N jo PROPOSED FDC LOCATION o Im o°O\ TDB 549z PG 485 w (/� WII 111­ r� - / o / -�r� ti 13xoo PROPOSED 6" D.I. WATERLINE o o F- F- F-~ ACSA UTILITY EASEMENT \ z V w w w p U1 - - DB 5492, PG 488 �\ �� 0 Q � d f f f 6 oio _.1 B / \ \ \\ a Q u z O O O ron U ° .: / / / V r X U U Q Q Q z ° ---�_ rl LL 1� 1 '. I wry l l - \ zo' ACSA UTILITY EASEMENT Z w Zw In u p s 1 _ �. WIQ �' /..• / ;~` WF \ DB 549z, PG 485 p m Q Q Q U ., Z o � s Q o IV C�F4 oo \ \ \ / O �n m '3 ux 1 Lu - I _ - �- r-o�ri�. :•. ° Z I A'VA'. \ PROPOSED PROPOSED i" TYPE K COPPER WATER / �_r w �" ¢ cc vwi vwi vwi m + 491� % Q / 6"xy"•TEE / / ¢ y - PROPOSED b I LL IQ Q / J /\.\ \.' SERVICE LATERAL w/ i" METER w d > > > o -I- 4 H LL r - a' / / \ (1) - 4' G.V. , m Lu a N 1� D.I. WATERLINE I - J I / / / w.. \1 \ \ Z- p � Cr m -I VAR. WIDTH ACSA UTILITY EASEMENT ti io 1 Mrs -- _ /� - •'' F gR`4o i i / 4+So_ _ PROPOSED\.., , \ ¢ o i� DB549z, PG 8 vr�*- ' - I ry 1 m _- I FF; I oo l\\\ "xy" TEE /� w p :. y 5 n u , 1 3 - -__r_ to 'W 4oL���Gq / / / \ > o W 1 ° 6> / R bV (1) 4° G.V. a w w r� PROPOSED6" PVC SANITARY ui I� l l 3 / FFF, �oo33� PROPOSED y xy TEE & \-\ Sx \ p N IQ / 4oi.o',C 6 i BLOW -OFF ASSEMBLY oo N w c PROPOSED WALLS SEWER SERVICE LATERAL __ LLI� I / o / qR1 / / \ \ .N. o MAX. HEIGHT=6' I �mi� I { 1 0�^� o °•: / / FFE 3g99\o / l / ,✓1� \ PROPOSED 6" go° BEND TO w ° ' oir� MH-1[� 0"' --_ o / / p 9.6��GAR, / / / ` FIRE HYDRANT ASSEMBLY � `o - I Id •' I + / /PROPOSED m �^? _ ° _ ROPOSED 6" D.I. WATERLINE / Qv / FFF�=•'f,Q� \ a I u 15 o I - ° I ✓ k� %^' 398' 6QC Gq i y" G.V. & 1 \ a LL o I w 1 ° PROPOSED 6 PVC SANITARY / Dl' V 33 A 396 go- BEND -I I - - I : �• "- r SEWER SERVICE LATERAL PROPOSED (z) 4"4' TEE, / Z / // Q t� / 3g -;33 G / c.o. \ , • • o PROPOSED 4"9o°BEND '" I :_..1. Illl Y. IIf / Z ROPOSEDy11.z5°BEN c.o. 4" ` (z)4"G.V.,&BLOW OFF ASSEMBLY i %FF3g\S.00 ROPOSED FIRE LINE . • ; . MH_�3 s5i J I PROPOSED / i "4' TEE PROPOSED y" FIRE LINE o ROPOSED y" goo BEND ,(1) - 4" G.V. \ PROPOSED y" go' BEN J o, ON o+ F I �1,6 PROPOSED - ,. ' • `VAR WIDTH ACSA UTILITY EASEMENT PROPOSED FDC LOCATION \ ° / e j m •. F ROPOSED y" 45 BEND ,__ (z) y'xy" TEE, DB 549z, PG 485 - - PROPOSED 6'/PVC SANITARY - °x I" / o '' � N N � wl rr I(z) y' G.V., & - �^ " ` - i 'PROPOSED z" TYPE K COPPER WATER I I . + ROPOSED 1.5 METER IN VAULT SEWER SERVICE LATERAL • - LLIQ BLOW -OFF ASSEMBLY- o m - N �i SERVICE LATERAL w/i"METER LL 0 1 °Im - ----------I-- o. 1 5 MH-1z �. PROPOSED y"xy TEE, "G.V., SAN-ii f --- OP 4 -10) , , &BLOW -OFF ASSEMBLY °- MH-10 ,' I`^ ROPOSED y goo BEND D PROPOSED °BEN / \" Im - PROPOSED I. METER IN VAULT IF IX ,; I I - o..-\ -\ COURTYARD � 5 a ¢ ROPOSED zz. BEND - o • u I� - P � W I0 4 5 PROPOSED FDC LOCATIO 5 o F I LLFt9 _ -- WATERS^RVICELATERAL -- ^��__--- - ,ROPOSED I'zz. B IND�`xo \ zo'AC9 UOTILIDTYEASEM EASEMENT ro^ ROPOSED z TYPE K COPPER ------ I I n'o ROPOSEDy FIRELINE..-JI polo, 4 5 ° ro �o -� DB z, PG 8 "011 'Pi m zo' ACSA UTILITY EASEMENT I ° DC LOCATI _ 549 4 5 �/ /�/ j % y o -- DB 549z, PG 485-- w RO �D SE -��..' 4 /Q / LLI I Oo -. � <,;_ (Q ���, 4/� �� :/ [(� PROPOSED6 PVC SANITARY - ? r-{ Lu1Q --{--- `.lI I o \'�� v i SEWER SERVICE LATERAL I --- --- \ - all? I I oo Im PROPOSED z TYPE K COPPER s °i "'� / - / 41Z--- • (n „yam o° I im WATER SERVICE LATERAL jzo' RCSA UTILITY EASEMENT \ <� �� ,�° / V� zo' �SA UTILITYEASEMENT M + I - -- -fin Y DB549z_,PG485 �` r' / cyi DB 5492,PG 485 m (/') - _\ v� / _ c.�j y� xill ° LL VAR. WIDTH 5 •�/j w W / / r) s --_r m 1 Q UTILITY EASEMENT PROPOSED 6" 90° IDTO w J DB 549z, PG 485 FIRE HYDRANTASSEMBLY S' f 4 /�� EXISTING PROPERTY LINE (TYP.) a uI� - I w rq \ 1 MH 106 f I ---- o o ujC7 J ° PROPOSED WALLS °°jm I MAX. HEIGHT=6' alp I - o+o - it Ex I LL i I II - IIlru-�r--------- PROPOSED 6" PVC SANITARY mr SEWER SERVICE LATE AL / / Q•. J oPROPOSED 6" VC m �PROPOSD "SA ARY SEWER SERVICE LATERAL LLc Q o I uj iQ 4 5 EASEMENT \ \ - HE _ • I ,< <° / zo' ACSA UTILITY ASEM \ IIIII J / J t o-------- ,yo DB 5 gz, PG y8 III -II J a SAN 9 I \ - IQm MHAj/// /fl�TlE ill-I / ( / i o r4 o VJ LLIr H 7 w g n z C III zo'ACSAUTILITY EASEMENT EXISTING FIRE c o C / D.B. 5492, PG. 486 O RANT I HYDI W W - ..� - de /1r\ wig+5o � �. 5 / EXISTING STREAM ur J d o Vl co > 3 w 00 / / W w OUSH COURT ,�2°x � � CIE _ / /W, W � / � III III�� PROPOSED FDC LOCATION \ \ / / -PROPOSED WALLS F \ / MAX. HEIGHT=6' / - -/ % - L' / I r , J_ • /6// W \ \ - % - III Iglh� : G STREAM L.J n PROPOSED STORM SEWER \ _._ / / I .// PR MWA T / IEIII- EXISTING �° Z v I W U \��SPA / 1VIANA T / Y W FACILI f I " LLI O o / W ' �° �` \ J E CD w\ POLO GROUNDS ROAD w / r� ui J w 0 VARIABLE WIDTH PUBLIC R/W ° \w\w �\\ _ \\� Z w -= Z OO \w\ \\\\ I GRAPHIC SCALE z o o O Q w,\ \ \\`r_ - 30 o i5 30 6o I— o- r- ui o 5 \ 1 inch FEE 0) ft. O o OO o O o /7 w - (D O Ul �/lJ , �\ \ C) 0 0 7TA,TT TT mtT o o ,r1Lr1I 7jUBlIn. oA� �w\w ':- �� I � ® � MATCHLINE - SEE IS SHEET �- - - - - VAR.WIDTHACSA _ - \ w ° SAN 8 \ _ _ �_ — SAN-6 \ -- UTILITY EASEMENT \ A _ EX-SAN-y °, 3o LF OF zy" STEEL CASING REQUIRED, - c ,zo' ACSA UTILITY EASEMENT I / - I I I - ` \\ \ _----- - \ J�--S - - _ — / ENTERED ON THE STREAM CROSSING AND - --- -- DB 549z, PG 485 I l \ �� -- 5 —� S S ���111 SAN-5 /g EXTENDING PAST THE CULVERT WING WALLS. TIE -INTO EXISTING 0 W .��� I � .�` - I - - SAN _ - --- _�- - - - - --- EWER - a m o XISTING STREAM w w _ I _ SCALE !` �V w � w JOB NO. C1e1 w —w w w�w�w� �— X 1 15 �` _ --- w/w� D \—"'� \ EXISTING1z"DIP 1 „_30/ o j T ly 'PQjJo pUBLIC / - w— —w� w SHEET NO - SANITARY SEWER TH— �� w w VARIABLE 1—_ w w w � \ \ EXISTING 12" D.I. WATERLINE y��} �• f// / / - `ice p �� - f[TT/ o � / J 5 (Q / ROPOSED FIRE LINE` _ // ROPO\S�ED y zz.5\% PROPOSED z" TYPE K COPPER WATER SERVICE LATERAL �[7RROPOSEDi5/METER INVAULT/Af zo'ACSAUTILITY EASEMENT DB 5492, PG 484 XISTINGSANITARY SEWER EX-SAN17/ s �< PROPOSED 6" PVC SANITARY /O ,�, SEWER SERVICE LATERAL J i zo' ACSA UTILITY o- -O_ j / EASEMENT J y0 IEDAN/r, DB 549z, PG 484 / C/� / / / PROPOSED WALLS OTHER9 MH-15B S / MAX. HEIGHT=6' c.o. PROPOSED 4" FIRE LINE PROPOS ED- FEE LOCATION / Ifl'� .PROPOSED i TYPE/COPPER WATER �oxoo 4 9 - PROPOSED o°BEND / � SERVICE LATERAL METER 6" / ROPOSED D.I. WATERLINE PRO POSED / - zo' ACSA UTILITY/ 811 1 TEE EASEMENT / F (1) - 4" G.V. DB 549z, PG 484 xh. , 4" / l REMOVE PLUG & TIE-IN TO _ So / PROPOSED y"xy"TEE, y" G. / EXISTING 8\D.I. WATERLINE \ \ & BLOW OFF ASSEMBLY - PROPOSED 4" D.I. WATERLINE _ PROPOSED 8" 22.5° BEND 8' D.I. WATERLINE \'� \%/ /// / MATCHLINE_ - E SHLT 7 MH 15A - _ \ PROPOSEDy'zz.5°BEND / OPEN SPACE \ /r PROPOSED FIRE HYDRANT 11+00� / ASSEMBLY w/6'x6 TEE PROPOSED 4" D.I. WATERLINE S- > `PROPOSED -' o it \ 1 �lll l "lI PROPOSED 4 h PROPOSED " T PROPOSED 8"x TEE (z) 4 xy" TEE O 4�� G V , \1) - 4 G.V. " (1) 6 G.V. (z)-4"G.V. MH-15 PROPOSEDyx4'TEE, y G.V., J ` PROPOSED BLOW -OFF ASSEMBLY ` &BLOW -OFF ASSEMBLY _.. Il 111 l° l \ a PROPOSED PROPOSED 1.5" METER U. VAULT o ' \ \ "xy" TEE EXISTING1z"D.LWATERLINE / /I / / �� f%� � ' � ' � - ` (1)-4"G.V. PROJECT BOUNDARY (TYP.) I F PROPOSED 4" 450 BEN VAR. WIDTH ACSA UTILITY EASEMENT •. j �F ROPOSED D.I. WATERLINE I DB 549z, PG 485 i I o CJ t \\\ \- i R "PROPOSED 1"TYPE K COPPER WATER PROPOSED z" TYPE COPPER WATER SERVICE LATERAL C� 2 ! SERVICE LATERAL w/1"METER > / PROPOSED FDC LOCATION PROPOSED 4" FIRE LINE 1 - / ROPOSED 445 BEND PROPOSED 8' D.I. WATERLINE / I PROPOSED A.R.V. :s \ � • \\� I //U Ir--, / / / �12xSo \( ) PROPOSED 8" G.V. B"x6" TEE VAR. WIDTH ACSA UTILITY EASEMENT j ., PROPOSED 4"FIRE LINE '..� ! (1)-6"G.V. PROPOSED WALLS DB 549z, PG 485 ___ ROPOSED 8' SANITARY SEWER'--, \ \\\\\ MAX. HEIGHT 6 I4 _ / - ; 1 � _ / � � �._._ +f� .-, . O. ROPOSED 8"x6" REDUCER zo' ACSA UTILITY EASEMENT n \ \/'�_ - / / / / / / / III I` s EF I \ k \ a \ \ k \ \ k\ GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. Lic. No. 035791,E 4/19/21 aw4d co Z Z w O z O J . f � � O W Z u W` I z w I � , � Z Z Z w w w � i f f � w � � 1 i � Q Q Q � I I I � w w w ' w w w i I d • w , .-I N N � M Il O, ti ti �L9 M z M \ C N J M � W N N ~� N W > J J J z > w IL � z 0 J d C) 1 � w Y v ZD Lu 0 J ul U) CO W J z w 1 o O O N w J F w w a U)) JOB NO. 182150 SCALE 1"=30' SHEET NO. 8 BW \\\I 5.. / J Gz �43z TW r� Oz 2.03' CFS ew V = 2.6� FPS / TW PROPOSED 8"HDPE \/1\ I /� " 4�b / ry aW/ 3 z \ _ ROOF DRAIN SYSTEM (TYP.) ; ac /�� 4,33 yzy sw/ EC-z JUTE DITCH Q o z.5o CF5 = d 43o TW I NO SCALWIDTHD zo S�FT / / (SLOPE=2.86.7%) / OSCOTT R. LLINSZ X Ro7 �LG�% x, I ) / / �/ U Lic. No. 035791 ROJECTBOUNDARY(TYPJ / / o yo zs I Zo �I / a / 0�0 4/19/21 w� ,^ 5' PRIVATE DRAINAGE EASCD EMENT ins o - DB. 5492, PG. 487 / / sSIONAL FAG 438TW I I 4� / 4z BW zo' PRIVATE DRAINAGE EASEMENT w 4z7Tw DB. 549z, PG. 487 I X / / / N io* E� 06 O o7a3 I �/ 4zz 43oTw (MAX. HEIGH ALLS I I o' PRIVATE DRAINAGE EASEMENT \ / / / / / o O o / / PROPOSED /DB. 5492, PG. 488 T=6 ) 4i8 B W � I � � � � / / // � O V �LOCATION OF ROOF DRAIN TIE-IN �b 424TIN I z \ X \ \ \ M zpxsa y i� / O_ 7 PROPOSED DITCH L O - 1 \ / / / / / / / /v / Z y� \ G0J 8 O " `' \ 0.2' / NOTE: PROPOSED RETAINING WALLS / / f w 0 \ `\ \ \ oz 6z / 4z 3 0 - 0'31 Vz CFS / O z g u * z 5 \ / SHALL�E DIAMOND P O "DAMES IVER" / / z � 6 rw YARD DRAIN4�� GRwIDTDIT H OzO / \ \ °. /\ �, •PROPOSED z a z.79 FPS / / O f O w / / O O F- F- F- 0 i X Do5 z lIl zrw 14i w NOSCA E Do o.z4FTS \ . _ / / / / / / / / Oz °6 V w w w 0 (SLOPE=2.9%) Z / // F ¢ m f f f `n V� EXISTING PRESERVED I / S x°o D_ / / / / / / IA Q 0 O O O z STEEP SLOPES /� / ' �' / GI \ e6.F .:5 / / w j J vai En am O 414 . \ _ a a / / O n 4 zig� \ ATCHLINE sE SHEET Zo NOTE: SEE DRAINAGE SHEETi8 / / / / o m O Q U W o FOR DITCH DESIGN INFORMA I N � � / / / / ,- i � z � rJ � w w w w zo' PUBLIC DRAINAGE EASEMENT 0 - z6iW` �\ \ / / / O .�. w m d d d ¢ '3 yo7 / � O O O E DB.549z,PG.488 1 N 4� \ z'B \ DL=10 Oz= 0.37CFS Z / / / ��//�� w L � W W W m 5 ,PROPOSEDTREE � / / VJ L w y _. 394 396B o .So _ 4zi TW �3 �" a� V- FPS / w d > > > Q o - gaTA o .a - PROTECTION FENCING �/ z 33 / / / m O u� u� u� L 4o5.gew 409 w SS Qo 0.45CF5 X i / / / 4 QC�I� 39_- / MIS • - 4 TV 4'. \ \ \ WIDTH 5 0.2 / i O I \\ /- I I / ° Q C) BW I W H - S zy ui, L w > Lu o 1 \ �r- �/ I I �� \� 4z3 430 S PROPOSED WALLS , NoscALE (SLOPE=4.6wu) / / / / / / i W O L 392 ox. (MAX. HEIGHT=6') w NOTE: PROPOSED SLOPES STEEPER THAN / / w Cl>aa 39zBW/ / __1 Itii I ,� .. cF aoaB gazTw \\ 3y\ 3:zSHALLBEPLANTEDWITHNATIVESTEEP Y / > /I _ / '� j� 4'4 V 396TW I _i - 2 ao TW - � / W Q lD � / I I� yoy.z / �� ... ., L �� � SLOPE MIX WITH ANNUAL RYEGRASS BY / / a' / /i390 I I Ii - a \ �z EN ERNSTCONSERVATIONSEE DSATARATE / 0 1° / 4z IF 6o LBS PER ACRE, OR i LB PER i,000 SF. EXISTING ioo' STREAM v . m 4 yo3 y 1 aoy w PA J / o BUFFER ° kQ O 400.z I u; I� -I-_ I �'L �x • • ys rw�'R4a w - - EXISTING MANAGED STEEP o //�/'SO\. ... zz \�\ ..�\ PROPOSED DITCH / DL_ ao" 0 - b. CFS -SLOPES 5 ING \20' HISTORIC PROP/ BUFFER s:, 31 Vzd' 3.z8 FPS / / / I / �) / I / � ._ N I i / \ . / _ o �• .. o \ _ .: o \ ,`�E \\EC-2 JUTE DITCH Qua 0.73 CFS / o _ O 4 3 z:O'I �t i \ ;' io r-510 �. n0 ��� 4o28 a9 \ \ WIDTH=5 lT lT D-o.z6FT/� / rn o+ rn .� o W : _ (� W + v- ,fix o6 TW NO SCALE w .ti .ti .ti N 1�� o PROPOSED i8" YARD DRAIN (SLOPE ¢ .. ti N o N ti a //10 vD 386 3a6w�396TW irvY 4 yoz6 11 yzg \ 5'PRIVATE DRAINAGE EASEMENT ; ; ti N 1 n0 X / �� o _549z, PG. 488 yzos ,V// / ; m n a+ C I zTW ry#� �I O10 _ �yoa.y �. 'V / / m i �. r .� PROPOSED S" HDPE e' i 398 z I �y�W i 3"gn 4�, l I y z zI n PROPOSED 8" HD ui3x y1zTwww9r _ j 9%.. So- 4 � io' PRIVATE DRAINAGE EASEMENT / O (TYP.) 1(y� 1 W 1 u ROOF DRAIN SYSTEM (TYPJ [ bj/ A 4008 _ -1-_� 6 11 / LLI �j' ES zJ� w 549 a 4 E A Z ROOF DRAIN SYSTEM TYP. I oar ao9Tw -- DB. z PG. 88 i EXISTING GRADE J GRADE MAX.OHSEIGHTA6� 36o TW 39�TW rv� - 4oa5 4 4/ �yoo `�A �CA z TW.A �� � D PROPOSED III II }/1.yy� o ` / m / \ ( - )Ioi.o /(Iry -� _ •3116 ^° v: ^, 399?\ /" 4x° o jyyy4`. ' � I ❑ _, _1 4 ° 4oii - _-�1Y z _ ac3993 n -: 398's PROPOSED18"YARD DRAIN \\ 1 EXISTING ARCHER I �- : - - _� _ t� IQ 11 `^ 1 7 L�nl '`�� ry 1 a' �� \ 39 4oz rw�' WIC \ Y� o% 3978 s O / / / AVENUE SIDEWALK ' / 9oB - _ I :95 ko 'I.,. WIQ / a'� �� ..\ z6Tyy ` \, � , , / \ L9 0) ai PROPOSED i F 36z8 396Tyd�.. \ / > 03 $O� o TW / �� i4x YD-3 n IWALL p I O� 44b ,. ^.'ilk° - Le..9z6T 6z I I ,; __ �p"lo� CATION OF ROOFDRAINTIEIN. 4010 o 4oyaw M n d99 9� O ' 38oB 39 . -__-_ LL11V' �_ 4 1 g000g j' / �� \ / Imo\ 6` CF")I/ /_/ / 395 i>� 5 44 \ \ qoz TW O5 T`398B Y /x / / / / / / Q v F \/\ J� _ q 0.33 366TW 8 B. 1 -_ _ I 11 Q i0 'G % 393. 3` /�h397 W 4oz TW \ a� _ p v �L ER41 9 �� R�_ ' I ` 3 g.5 V / l FF Z�Dy Q� // - �i Z -�. yo3 TW / / / (V o .. (MAX. HEIGHT-6) - 5 Im __ 399✓.O 40. 0 p g G / i i (�:, Sxoo \ YD_z / / / o / STONE LEVELING PAD I - \ �� I \ o -- 39r5. o 9.6' z9 -: l� \\ / i PROPOSED WALL yrw � � I _ a 9 5 I' I I � 2 + - 398.67 7l � R� s / 6"THICKx24' WIDE I.- 37 \ - 8 z. _ <\ -/- F oEP 3786 394TW I W -' _ 39 9w \ \ \ \ _ AGE EASEME I I S o I 3 6g:. -+tl 397d I nI 8v F 3 zt J/ / / 9 \ z°' PRIVATE DRAIN NT, \ II 4 ?� �l f�O�/♦�� 9833 �GgR _i 9z0TC / DB.5492, PG. 488 % / 36yTW g ____ p 9 11� \ �/ / ' Y --OFF 963 / /i \ \.. - % �/X n / / I RETAINING WALL & PUBLIC ROAD R/W DETAIL se L` S°� *' / 39jo �Gq LOCATION OF ROOF DRAIN TIE-IN \ Lu a (NOT TO SCALE) _ A 3770 yzrw a9. rw\ _ g3 �' ViiiQ� \ / 1� C/rpp�� �/ o/ Rc� / , �R fI OCATIONOF_ ROOF DRAIN TIE-IN /�V�T / t-6KF� yyS.o \ o / / l / 376 3893 TW 3 95 --- g8.6 ° 18 L -7 $.6J + 3goTW .3 z. 394 7 N o 3 nv 1 3w..: .. -.zo' PRIVATE DRAINAGE EASEMENT 396 0 39zo 9io1c" 3y l f I l l o / NO E: O O DRETANING ALL ---�I \ 397z I ,DB.549z,PG.488 396 96 boa 9 s 3 9o4z c%7 E ol �° / I ' 3 39 ,,EXISTING PROPERTY LINE (TYP.) I FOUNDATIONS WILL BE BEHIND THE � � � \ \ \ -� � V I / 38z W � II II �__ vl � I / � N AD RIGHT-OF-WAY. 3aarw wig 399 0 0 394 PROPOSED S" HDPE z.o %^' j / I / \QJ a LL V• 4� 396 6 I O N •% _393 63 P -ROOF W I QO Qp F 36o TW �. 3966(TYP.) r : / \ I I I \ I 3 Tw �� ---- h' I \off• S . 9 % TC� ROOF DRAIN SYSTEM (TYP) �39a . • 9°� /+2 - / - � / / G - ° -- 39z5 9o5TC '\ f8 EP LLj Q z o I \,, �.. zo' PUBLIC DRAINAGE EASEMENT 39i:o a 3 -.T71 ,- 1396 1 8% W I . 90 67 � J q I / / 372- a I LLI W 3gy.00 _-DB.549z,PG.48858T�� _ 3 x 5 wl� 60 - 3966 1 39562°/Fl ��- 394% 4%o y. 3TC - 3C- ��� i b . _rr. o 37z 38a W 38 BW `t W-qclo - PROPOSED 18" YARD DRAI i / a N. 1 / � � w a PROPOSED8"HDPE ;o', --- V ��- �,p -ro 0/�� a73 PROJECTBOUNDARY(TYPJ / / / Q ROOF DRAIN SYSTEM (TYP LLIQ I - -- -- -�_ 3��9 - _ ° o/ 4° V Z 0 I EXISTING PRESERVED / / __ _ it a117�7q 394 s 394 s 5 _ o � n s a B �/ �°� `a / Q w STEEP SLOPES / I� o h \ - "/ W ab u3e6 / I r) o __ ?� o � a 4h EXISTING INTERMITTENT Q 3 I / /co 376T_W 37g goTW IIIVVV ,` 3939 e _ \ `-�""�u El'1 _ so _ a - •" - \ ���/�. 3 0 / i UGD- STREAM / / I 38 TW Im 939$. lid ,y,� (l/Q�.: 3859 0. / T Q -o PROPOSED WALL z r°�i-xi, \ I a �!` / O �� H 1Q I(MAX. HEIGHT=6) 15 19� 746 I \ --- ', ��/0 8 u rMo l A i 35 4� / �C7 : 393a 139344� \ a a J ro`9 3ssz PROPOSED UNDERGROUND / U O� f -- - \ J6& -368 93 Imp° 6o/a o I r-MIO1 .. zo'PRIVATE DRAINAGE EASEMENT �� l\ �3 r, �h"� 4yo / - ;D ETENTION FACILITY ��I III''''''��� / 393 I ` �, L yylp I I / 6 e al �{n�I` I 39z 9 0 DB. 549z, PG. 488 L Iu I 3 376 W 38y I m I, II IW I� , �I e+U ...I 7/0 \\��LL-`�i- '��x i G 3 i, iEP 38g.83TC 36JTN 38iTW 86.STW ------ -- - :9'�0 39zs .-.' 139z55% \ \o I"' \ -- 39iz \ : ��o� _-... 'rix°°�i39 4r 39� 4 386 .,\ 3syo �� M g6 .3637 -DRAINAGE IEASEMENT Lu -TH PRIVATE Q o I / I I I PROPOSED WALL o,i' /J�\ I O y w L°- F 1 ° --- of \ o - \\�% / DB.549z, PG. 488 I / Q o c0 I I I I (MAX. HEIGHT=6') v'jm 7vo 39zz - -'. - li �^ V \- 38�� ° C2 E I \ I I I I m� 139�=89 �a \ \ myTr 3$2 zo'PRIVATEDRAINAGEEASEMENT C9 o I I / 7) 00 s 366 I - ----- l7 3919 1 - \ �. 390 �7c.. DB.549z,PG.488 �`8 B 3/ v 37 /I I I I l I I I I l W o I LL IQ 8% 4 - 3648 / V 8z I I I .z1Ln 0 IO I I I I mi �� -II.. .-.I ,_AIM \ LOCATION OF ROOF DRAIN TIE-IN 9 /379� I I I f PROPOSED WALL 3 z 8 D ° BzT%% I I ui J - Oo� I I \ I I I (MAX. HEIGHT=6') 3875 H Iry 39a.6 199 / i\ 7 3a .SEP I LLJ z IA36 B. LL I� / / B / L 38zoT I I C7 I I 37zTW 38oTW I B �.� I __-- °_____� - / xh ��� / \ \ \ L- Z �-Iq G ,yo 3 W � � PROPOSED 8"HDPE ,V 36 � VAR. WIDTH SWIM � �q w ----- -- ._ 4.. i o I _ Tw O FEMA zoo YR I s. � _ I I y I - � , / AC L TY EASEMENT I I I Io\ - n / / 390 y ROOF DRAIN S/YSTEM (T\YP�) (n T z 13913.J m 139izy Wa / / / 386 Aso/ MAX.OHEDWALL �t \ DB. z,PG. 88 EXISTING MANAGED STEEP y I FLOODPLAIN �i I * I O r /` /r 549 4 I SLOPES �� its / / . . V ) / / . _/--LOCATION OF ROOF DRAIN TIE-JN 16 / ,lP I I I I 36s 38z B� 88�67 `�TQ - 5�/0 '39a.o� gz o .. .z / - - A% • '� LL� Y. o 37STW 86 TW LL l7' \� %/� �/ / / 1A I I I .> QO I I `�6 h 3sarw 3920 v //. PROPOSED WALL \ \ � g (MAX. HEIGHT=6' ` / � / $' � o 36 - 786W 3 390 TWA �-• �'1 + / ' Q n I 37zTW v v 9 5°� i 2 / / S O O O O o mop \ - �l /TI w w 3g TW z �saTw ti� // � _ WITH RI RAP OTSTD.EW-i I j � o 3eoBw-37 BW 4 i \ \ 74 w PRO SED WITHRIPRAPOUTFALL I 382Tw �� ao w 'vAR. WIDTH SWNI / STORMWATER �� c -- o f LocnnoN o' - evo- / MANAGEMENT - F ROOF D IN 390 \ o 363 B. 549z PG. 488 NT / / /_ / I O 04 a y .. I �Bw 39 3 � AGILITY / 366 38z TW -� 38zTW BaTW NOTE: PROPOSED SLOPES STEEPER THAN w w w w w-�w w w °e• w w w w 3 !3 I/ i SHALL BE PLANTED WITH NATIVE STEEP___ _ OP SLOPE MIX WITH ANNUAL RYEGRASS BY-------�SPACE-.- W I -/. "EXISTING STREAi I \ o PROPOSED 8"HDPE II I I F 0 ERNST CONSERVATION SEEDS AT A RATE � w�_ _ ROOF DRAIN SYSTEM (TYP.) 5 PAC \ / / j I I \ \ o W U OF 6o LBS PER ACRE OR 2 LB PER i,000 SF � \ / I` - � -zo' PRIVATE DRAINAGE EASEMENT _-_ �: � „ --_. EXISTING STREAM' --- .- � _ � � I \ T� \ � \\ a N -O 00 D6. 5492, PG.489 ✓ I c / / / I I I GRF pt C CAE' \ \ 70B NO. o w POLO GRO-UNDS ROAD130 o a 6a 182150 VARIAB,��WIDTH PUBLIC RAW 0 I I \\ \ � SCALE N FEE1 =30 / mc 3bft a�o SHEET NO. n 9 Oo In w - Hy Lic. No. 035791 It, 4/19/21 ¢�'41 a � s / %Lu Cc PROPOSED iz" YARD DRAIN TYP. 3� iz T/`/ I z 0 s f z C F `n 1 r O��/ s OV 436.E \ 6� 6 a �'e< @<41 R . > o F- F- F- o oz `tf V w w w ROPOSE-D1Y' YARD DRAIN �1 \ F % d a Ln U z m m m °� O O O x 35 3 \^/O \` /w a O Z as iw^ \ 95 w ` Z w z v v v r =(7� �O ��y'� 1 �(� q6 :r YD-z6 s .. w O C) < u w w w w LU - io' PRIVATE_DRAINAGE ERSEMENT \ ,H,w m o 0 0 3 O! Vl (n (n B. 5492, PG. 487 w 6 > 1 w w w w Q m w ° 43 36 / _ / Q � �o �14 3 LI \ w w w > > > Q o cr Q w d C 4338 . 0 4 43375 EP / M/ / \ \ a a � m PROPOSED iz" YARD/ROOF DRAIN SYSTEM \°° m ° 434 z5 C\ w W C /NOTE: PROPOSED SLOPES STEEPER THAN w w 3:1 SHALL BE PLANTED WITH NATIVE STEEP \ �, \ =9i SLOPE MIX WITH ANNUAL RYEGRASS BY w\ 43033 D ? _— �� a %�: ERNST CONSERVATION SEEDSATARATE ° yyyh� o/M : 43z3/ n �4 // OF%6o�L_BSPER ACRE, ORiLBPER i000SF. /\\ w; o /�//@�s \ /PROPOSEDi8"YARD DRAIN \ \ - \ s 4= a �/ � 52 -- _ / / / _ --- - - __- � � / / / / / / / // / � /// \ • \ / e/ 1 \ q26- 4z '7 �sA z8.fi / 44/3z W 8 TW RAIN/ 8YARD D1O" 1 1\ � \\ \\\ \\\ �- °v • V w\A w w s / wo t^v N 3Y j 020'PRIVATE DRAINAGE EASEMENT DB. 5492, PG. 487 l97 zo'PRIVATE DRAINAGE EASEMENT L=Oo.z8CF co \ \ \\\ E / DB. 5492, PG. 487. 4�73 4� �� �y8 eTw u� / 3: 3> Vz z.zo FPS Quo 0.35 CFS 396w D= 0.23FT 4�7 - 4 / 44o TW � NO ALE i0 I \ a (SLOPE=11.7%) / \ �3 4sTw / PROPOSED DITCH / / \ / > / 422. 4z5 M u - • y /rL � /" `� 436 ew 5' PRIVATE DRAINAGE EASEMENT I \ \ qy4� �\� MN� \ `� $ / °o zaBW 44O PROPOSED WALLS P — / — / / PROPOSED iz" YARD/ROOF DRAIN SYSTEM Co p 549 487 \ / / \ M (/ B. z PG. x 43z TWA / v / / / 0 \ /// / 434 B W \ / N ° 42-3 / N 43aTw (MAX. HEIGHT=6') \ / / // yzo b / s coM / ° 436 TW ` O n 43 B W ',�� / ) Lu 436 TW \\ Q \ / / N �_ o y NOTE. PROPOSED RETAINING WALLS / / C) ' 421j �� a34TW SHALL BE DIAMOND PRO "DAMES RIVER" \ / _ % / / ///// W N (n EXISTING MANAGED STEEP � - er �/ �- � SLOPES / / PROPOSE"CLEANOUT(TYP./Bw J / • / / a0^/` / \ 4i97 zS TW 43oTW XISTING zo' HISTORIC PROPERTY BUFFER / / / / LLj o \ / 41.7.8. O / ,y^a //z: 433 TW / / / / / o ROPO,SED18"YARD DRAIN / / / / / / / U Lu >a 41:.45 1 1 Y -6� ,SPACE / / 433 TW / / O \ / 4io 1 1/\I _ 4�3 / 3zTW I i i i 1--� X ur co / / Q z oL=10 0- z.o�FS / // / / c� .3 PROPOSED 8' HDPE �'' 44E / 4:4 ~y / 4 4 w a.� �. V2= z.8$ FPS \ \ / _ 0 w / Q /. _ f. EC z JUTE DI CH 0 2.56 CFS / / / / U _�( ° ROOF DRAIN SYSTEM (TYPJ ; r 4 /C�1 a=33 / 4z46W �� 55T ,0/ / 0 / � �^?� ! 8Ao _ / y6 / /43oTW N09HA-=- � Duo O.S�FT / X-Do sk1 - (SLOPE=2.8-6.7%) / / / / / 7 I ��� �ROJECTBOUNDARY (TYP.) / / / /�1 o 0 40 18 I CZL 5PRIVATE DRAINAGE EASEMENT DBi 5492, PG. 487 / / / Il n ti _ l 438 / ul zo' PRIVATE DRAINAGE EASEMENT ° 427BW DB. 549z, PG. 487 / / / / ? X-D06 407I33 I I �/ �- 4 934z7TW / / / / / / / / / W w PROPOSED WALLS I io' PRIVATE DRAINAGE EASEMENT \ / / / / / / W z 20'oo\ �� 40�, 43oTw (MAX. HEIGHT=6) 5492, PG. / / / / \ / 4i8 BW ' 7 zP w / \ \ �- M LOCATION OF ROOF DRAIN TIE -I 0 47 ti45 -, '...4�4 rw----------- / / / y / VJ z PROPOS/ffE6 DITCH / / / / / C) EX -Do 9 F M /x$O oz 6a�' / M • \ 1 / / / / / ' PROPOSED zy" 14z a AYARD DRAIN / / / // / / G PRESERVED / I / X°o 1 S YD- 1 I \ \ / / / / / / / / // / / / / / \ O LOPES �/ / �' / `r`9s� S / / / / / / / / / O x N ° ATCHLINE -SEE HEET9 I\ I���-' PUBLIC DRAINAGE EASEMENT o 407 — B. 549z, PG. 488 N as rw / / / I ./ \ 11x • ..:.4z�Tw .PROPOSEDTREE / / , / %— A 394 396a 40 . o .a .� 4�' \ PROTECTION FENCING / / / / / / / �, w_ E _/✓'/ // 1 �(/ Q? 4o5.5 BW / ° � • I 1 /1 MI ._. ��S 8TW 4z TW 4 / / / / / / �,, A%, N -° 39aBW C9 ~ 1 4 C� r \ 4=s7w 4j0 PROPOSED WALLS / / / / / / /CT�L��HIC KYLE o !-� JOB NO. w/'�-_ ) \ ° C ? \ � (MAX. HEIGHT 6') i i/� / �i7� 30 / /5 /30 60 0 / I W 4°44 *� �iP xoo\ �c \F - NOTE: PROPOSED SLOPES STEEPER THAN ` 18215U ILL i 404 Q yalrw \ 3 3:a SHALL BE PLANTED WITH NATIVE STEEP / o Q 4042 \3, 1OT SLOPE MIX WITH ANNUAL RYEGRASS BY / / / o SCALE ° Ird� / •a �- • _ - \'3 EN ERNSTCONSERVATION SEEDS ATARATE / �� EXI - / FEET _�N OF6oLBSPERACREORiLBPERio0oSF. 1 inch 3 t./1 1aa 30a EXISTING ioo'STREAM STING MANAGED STEEPQc O ,I OO/BUFFER tz PROPOSEDDITCH SHEET NO. / 94ozB 44z y 3 4o10TW \ EXISTING zo'HISTORIC PROPERTY BUFFER4q 0 °n - J NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. 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. 1/4" 1' 14, PLANTING GENERAL CONSTRUCTION NOTES FOR STREETS STRIP " P 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 5' 6' 10' 10' TRAVEL LANE TRAVEL LANE THE START OF CONSTRUCTION. ( ) ( ) 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE D s' 22' F/C-F/C CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL YES= CIRCLE - STA. 11f50-STA. 13f15 BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. PROPOSED TRAVELWAY J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN 15 MPH DESIGN SPEED 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 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN CONCRETE CG-6 C/L WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS SIDEWALK CURB &GUTTER 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" CONIC. 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. / N 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL\\ PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL 4" 21-A STONE BASE PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDAT70N, THEN APPROVAL OF THESE PLANS SHALL BE 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. UDOT 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 ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA770N TYPICAL TRAVELWAY SECTIONS (mOT TO SCALE) CONCRETE CG-6 CURB & GUTTER POINTOF SIDEWALK CIL CG-6 FINISHED GRADE CURB & GUTTEF �14":1' NEBEL PLANTING - -. STRIP atR°° Wx 10' i 10' (TRAVEL LANE) -T (TRAVEL LANE) 24'F/C-F/C - WESLEY CIRCLE - STA. 10f24-STA. 11f50 PROPOSED TRAVELWAY 15 MPH DESIGN SPEED CONCRETE CG-2CURB POINTOF SIDEWALK / GL FINISHED GRADE CURB NO SCALE CIL POINTOF FINISHED GRADE SPECIFICATIONS SHALL GOVERN THE MATERAL AND CONS7RUCTlON METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL 9'PARKING 10' 10' BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED (TRAVEL LANE) (TRAVEL WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE 29'F/C-F/C ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETA7ON WHICH NOUSH COURT - STA. 10f85-STA. 12f40 OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PROPOSED TRAVELWAY 4. ALL VEGETA7ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO 15 MPH 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-4S) TO BE PROVIDED AS INDICATED ON 77-IE PLANS, OR WHERE FIELD CONDITIONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE WRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON 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 MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN 77-IE EVENT THAT 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 TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL. S Q . Y9.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS 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 TRANSPORTA77ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). PLANTING STRIP LN! 1' PLANTING STRIP OF ED GRADE 7' - 2" 1q' 5' (ON -STREET (TRAVEL LANE) (TRAVEL LANE) PARKING) 29' F/C-F/C WESLEY LANE PROPOSED TRAMWAY 15 MPH DESIGN SPEED C/L POINTOF ROLL TOP CURB FINISHED GRADE 1/2:1, V44 CONCRETE SIDEWALK CONCRETE SIDEWALK CG-6 CURB & GUTTER 7' (ON -STREET PARKING) TRIP G NERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) iio TOWNHOUSE/CONDOMINIUM UNITS (CODE 230) _-- ADT: 645 VPD (322.5 ENTER/ 322.5 EXIT) AM PEAK: 48 VPH (8 ENTER/ 4o EXIT) PM PEAK: 57 VPH (38 ENTER/ ig EXIT) I j II 1 1 I O I I Flo . I CONCRETE SIDEWALK Lla" 11 • Pavement Design g 5 2-- AFI1T_ 1�1�1�111�1�1�11�1�1 ( 111�1�1�1�1�1�1�1�1 1�1�1�1� . I�r Wesley Circle (Private Travelway) Wesley Lane (Private TraveMuy) CG-2 CURB\ Wesley Circle (Private Travelway) Noush Court (Private Travelway) I 3' 10' 10' (TRAVEL LANE) (TRAVEL LANE) ROLL TOP CURB 2o' F/C-F/C WESLEY CIRCLE - STA. 137L15-STA. 15f00 PROPOSED TRAVELWAY 15 MPH DESIGN SPEED POINTOF CG-2 CURB C/L FINISHED GRADE I:1011a111111I1117:1 10' 10' (TRAVEL LANE) 'I' (TRAVEL LANE) 2o'F/C-F/C NOUSH COURT - STA. 127'_40-STA. 15f00 WESLH, CIRCLE - STA. 135f00-STA. 17f15 PROPOSED TRAVELWAY 15 MPH DESICIV SPEED WTEFROMMMULDICRNOAIEBOF ]THER'iE.M GENERAL NOTES: .H IKNES NF EW 7N mUA,E YMG4 DETECTAAi REQUIRED SURiACE 1. THE DETECTABLE WMWIND BxkL BE NMYLm BY 12NCATEO DBtIEB. LAWN. IN TOUCH YARDS) E,GX °F },E .pDYE ITEMS Is q SEPARATE PAY IlE4 N.'D BY}AD _ T FOR DE BANRIaC FOR EACH CURB CUT 1. HE ABLE AMONG SUFMESE EMBLEM MYELLISTED SIL4L WET 0 THE SPECIAL BRENALN WMREQUIREMENTS NIIW SURFACE ]ND SHALL BE ..17T. TOES. STANDARDS ANG S. MAY a� FLOOR W Bi U°FSNGUiERLNEWERLE ROM WIITHRED4IRED GAME. B a' �xAATN'ID"U'Loy 1FLF"EO Nµ0.ICE FOR R W E 0.,fF BLAND OF TOT NAl CCASE RDI C ECAUS R.. FLO.. s TYPE A S. AM 11 BMR ME l° BE W,I R B' LACED ICEN}ER TO CENTER kqL TxEhRAP No TAN OF w P FLCUL uraPWl PERPENDICULAR TODR csiivallEGA � B. OWED CIA° AND GUTTER SLOPE TWRRSTIOx ADJACENT To CURE RMPs Ae T / CLIMB AND GUTTER.x NVr,I,Rvwa° AR4 s s ' Go ENTER ME TO M aTO THE PLANTWE f ` -{ BY ,. Y AM HE PROVNTEDONAT AEVER . NI ACRES BLE FORTE EIGHT T WM T A NLHWar ACLTY 1]t MR l .Es score REEavouss"sTCi wHE,xq somaN Is Ens}x o� CssC OR NONEx TEN, THEY MUST ME LOCATED MEN MUSTT µRs AN WHO ON TURNS OR WE DIRECTED WHY TER CECIL APOLLESF� NOT TYPE B LOCATED PARALLEL I DE DFOP"X�E,s fNC. AND ALIF ROUTES PATH CO A CONTINUOUS B,BME,mFEE A. i AND USED y HE..PALMS. FACL T'PTYi CUR p4ADgED EME9D VEo BY FPLACED Os y 5 i+iNlIxPPGa /Y 'PI N�„ R M MAY BE PLACEDSECTIONSIAL E ,1,C,fllu y4 !fEf} R w}xN iK LIYl4 q . gDEBwNJ( IM HEmlq T THE awe TONG R xE MOULAN %Ar TIRE SLOPE �. WaYyl E GORE. .He' ccgCe s.'� x *w4m "']� S. CONCRETE TREWXN 6 a" 1 AXE ENTRANCE E CHL EN OF ANTICIPATED Y TRUENIAI, pApY00A}E lT. }URN(° D G.-EMENTB OF E. UAR 1RIILN TRAFFICT. DDEPTX""`flCVLE.I.ENIRIXEAW a'YN ,R , l ONCRETE THA } y E"IAIYHq ,XAV T T OF EMEH} H.. w.NNG LAWS E sUG IN CGNAUWTIq MYTH BRAD. M4 PATH. \ %X NAME AS TOP OF PNB Wu THE WIDTHSHALL T T. WIDTH T THE 9JTD USE PAT.. F. ONLY CUR RAN' T Prow. FOR END C WER°s oI CNALL TYPE C WHEN ONE .O'TIi cg0"s°AREAsw x milwuT°cD°gic°"r°Bo irvE°,w'covuEHn"ay. msiL:Mi PARALLEL 4 PERPENDICULAR U E GUTTER PAN. ,RIMA,m 00 RNPZDE 12 ALL CI]ES WHEN CURB INTERSECT A RADIAL SECTION OF O NNFc AMA. YC ESH VAN' W IINDIIICCATE ALNEXIUECTIONS w. UP FIIELD , D q�I� 1- TIRE UUMENT° BEDIDIM°DID m0000 GD DCGGG LAAowo E o0000000000000a-T o00000000000000 DGDD DDDDRDDRRDD 't' TIECTTHERRLE WdMW6 BF vN CORD( YYE FU PYP R SEE MlE R. PAYDUYT DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETECTABLE OOT S PECS CATCH �V CG-12 DETECTABLE WARNING SURFACEMADE ENCE RLiEYJ ANY MERGE (GENERAL NOTES) VIRGINIA TPRTMgT T TRANSPORTATION 1GET '548 m 6YII sHEBY 1CF s MEV9ON CUTE .11. ]°].OS Bo OF °s«w WfEw:DRA GENERAL NOTES: LTD CEMENT LAN DEE11 PTH IN iWONSELAREi w ROUTE YRos! CLUSE. MEN CURED IRO 2 BE ED 3 IN LAYOUT FEET) 1. . DETECTABLE WAONG SHALL BE PERVADED BY TRUNCATED CONES. MTWT AE WRMR WEiKE UREA IN BECOME YARDED BUNCH OF TIRE M ORE ITEMSIs A SEPARATE 11 OEM AND SHOULD ] FROM THEi FOR NAMING SHALL BE OUSTED BE B MIZ:O FOR E%N CURB CUT RAW, DETECTIBLE NO7 SHALL LL MEET REQUIREMENTS T THE F YkV11 RAW 121 IBM W�G SURFACE AND SHALLSUBMITTED TO T. STITRMRS AND HORL BE 9BOB GTE CUIB ] fLOM OR BY LEW ERMSSHLEA COMETRYCTICER FOIN11 N,ln 4oHAED B4S r R. 1IF RM FLOOR R PRELRT IDLES WST SE PROVIDED FEW DDMEL Bow; GO �E PLACEMENT q HEELPP UNK i pYH YR R""CAUST R GE. PmECAUT CONCRETE HAMADE TYPE A s BOTH ED RMAND BEM DAWN LOOT No EPTH o 10ENTER F D F AR FIFTEEN° wMUN'LL°"G PERPENDICULAR EMORETE CmsR N.. B. LVRl / MB AR GUTTER SLOPE iRM51gN5 NUREHi TO CURB RNFB PY .SIR, ro MxN ME 11Em N PAYMENT FOR CURB / CURB RD plilER. P 1 'YM A ] URESHOLLERED MN AN A �EN'SiFEq�T>'Tv �L,O BE WITHIN THE XSHOWN OOFON°YL E A HIGHWAY5`w ILITY Q:H uu , COW MSS A CUTS REGARDLESS OF WHETHERED SIGEW/LX R"LXR,I. CwGPOCEo THEY BE TBY R YYN 41"ARs q AT. ST DM TO ME"ENpNEERf Ro SxE].Lp NJIS} LOCATED MENOLE s}oI L.s EXISTING LGxr PaEs FEE TYPE B RE w'No REDS WON c Nun �'qL[�"EET'.M LTY FLAT GO BE PATH CONNECTING NNEELLE. FIRM AND sOR RA PARALLEL y VVkk �ti•). LIKED BY EAEDoM xcTEFNS ,)A fA 6N!r\II!RV /Y LAN NRE B kPSTMA.Y N PLAND RADIAL FRONGEo THAT CONNECPLACED TION or `IETCURB OBIS By INE ISWk AND AOPENING T THELAR P MATT. HSLOPEE TO TER LIMB TERM S TYPICAL CONCRETE B 4 THICK, WHEN THE INE RYiRIYCNN!Jt°i STAN]ND ERTHE ARD CC 12F CWTKPEIAL EXTTR. L,YN iTWFf ..T TO TWCN'CTR FFI LIFER CONCRETE DCPiX. T AT CRY O! PSVd.EXTX]" w. MEOJwWM HARESMET MATED O X ARE USEDL IN Cw \ TRY.SATE RT,q oc MB IUHHCi�ON W THE H PARK. n MEN ONLY ONE COM RRP IS PWmomo' F°R "A" "W ssn". I...'. TYPE C Y,o'FIRE CROSSWALK w?XpBT GOIW °juio ,°EMOREOVER nLgrA. wREFaDRAW. a' PARALLEL N PERPENDICULAR F LRPM MCA WY YI.LUBE THE GUT}ER PM O. ALL CAERE fEMPAI'RC 4FR FORT INTERSECT EdNSE[I°A RMIELOEFE[TB°i 34-C TNIR1CAlm DO4EO FSHALL A„M}ORY US ~ 6 HOE RADINS WANNG SURFACE OR BE FIELD OE RECOMMENDED BY THE MANUFACTURER 0 YMGM TN1p°1. LAMNC RAM 0000 T'o a� D DETm,/aE WAR ONG d ROLLTOPCURB d . - ET --� o _- DID JILDING-#6=-- 1 I Z IT (BUNITS) -. 1 ' Nc -{p I Cam. 1 IT OA -A° A5 // � I I --I Lic. No. 035791 ,LCC 4/19/21 4~ o�SIONAL WE ` J��p�N ,, .� '• ` N 1 O l__ C ,, .� •� O NEV\N P F z � � SEOjRP O > o � / , \ .1 %�•(Sl\ z O 06 V F- w F- w w C ' W E a o U U U f •� Ln On LU ERE)ERE)(11) Lu o En a va va va L L Z w m POOL a W LU a W LU a N W L LU \ w LU Q < IY w E W a a w w w ` / LU Ln L TRIP GENERATION LU CL w L N RF= 1.0 ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h 645 2 665 4 4 13.34 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6.5 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6.5 117 2 137 4 4 7.84 SM-9.5 2 1.67 BM-25 1 INNS 21A 8 316 2 336 4 4 10.96 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6.5 IT OF CG-2CURB CAL POINTOF SHED GRADE ROLLTOPCURB FINISHED GRADE CG-2 10' 10' (TRAVEL LANE) I(TRAVEL LANE) NOUSH COURT - STA. FlG15f55-STA. 19 f05 PROPOSED TRAVELWAY 15 MPH DESIGN SPEED 10' 30' (TRAVEL LANE) "'/ (TRAVEL LANE) 2o'FC-F/C NOUSH COURT -STA. 197"05--STA. 21f57 PROPOSED TRAVELWAY 15 MPH DESIGN SPEED SM-9.5A SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A rme gz2A NOTES: X "MIN - 28 L HEIGHT 2J i', �i"MAX RN "U"RAY BE"Ba"T SM"W" x"W" L TRUNS :. CLU AT F CAST N PvcECAUT, i E-y" r-Yh" BF OBEE a ED J NM.w1A,W PAR XX WIRfA wYIIG A R/q9 OF ]Ix FEET . BEEN 1. 1. BE WADI BIND S P/O Fq AS RKK4 CpRUIRXI EFL WAWm .Tr W L1�VEyR. M . OF THE CURN IT EU}IER ry, . A T TRlA9E COIlgSF3 'R M THE CfATN T� I THE PAVEMENT E. ... LWIFIBA FONT FREE E T q. J J J J J J IJ J r R was amw IN srAHliaos. THE sECTIOx GR-2 GR-2A IO-v"Pall GE I Yw DYEINGY DEFLECTOR ] AY D RMNIC mLECTON - 2 D a M D D • 0 , D NOTESL • • • • • •ONLY aJ LOCATIONS GREW ON PLANS AME APPROXIMATE ANCE CAN WE AT LISTED DRI m.TxETION F AND JL1 D O ! D , D AS DIRECTED BY THE ENGINEER.. • ------ _ _ _ - F ET .Ds. 'ww°O'tkEsiEo'9AiT" •OFT. OR -]A IN. anDNAL �- TN mnau T TIE ow IAw °wd w WNL q N•r: PDsr vw II'd BLAIq WY BE COBMCI. PNVLLEL ..I . T CURSED FEW RMII .LIEN NOTED RAN CH ADDITIONAL MEAL B PLACID ON NOR T POST FOR q-b THE MET SP.!TING WILL DE 6S". LY BE 4UHPElE 9BHxY L0.TEEW wOJRm ABETWEEN IEYY LPIM T T a uuuruen 5 FEEL AM 15D FEET. COMBINATION 6" CURB AND GUTTER wRQY CEP/NTIEJi T DRW4TrAT NOTES, 1. 1. RPM Wr eE REf.A,T q GAST UN G. MV;%a Cws N S car, N AIDE S. Nor wVW A ppR T SW FEET q LEa WHOWLFF� T W0I 11E PM Fg R R. THE T➢C,HCTVTLXVgBt MAY BBEES TGU.H£9 AS ILW V IITIGEPIIDN Ia6Rw11XA}E,.Reo 'NS T NR NIL CTQL Nm,N roF TA COURSE T THE PAVEMENT 4LRRIINCIVE. oT�gW� TK .PIN S To WE n^ R 9qF% H] kJ6i1RR N THE ONCE aG IE TD Be M/CC RE A CCCAG4 q R NGEA4 N EXPTN ED .4 . TO . MSC OR IAMa,AYS YEEMr IHE HAwE. FOR CG{ R SIpw1 N METHODS A OF ,HE MEAT WHO GERR1 WMIN. N E. SFC,Iq ON CS L1®MI STANDI AT BACK OFAE MEET PIRe YTRW MBLE REAL MIN T RAB&OULLP] ACCEPTABLE ALTERNATIVE E 2DETECTABLE WARNING TRUNCATED DOME L IF CURB IS EXIIRpEO INSTALLED ON A RADIUS DETAILDETECT DETAILABLE ABNNC ETNL X� CG-12 DETECTABLE WARNING SURFACE ]BELF;°e«" STANDARD 6" CURB An. MEET I T E MENTION DATE (GENERAL NOTES) m m 20B.DD .11. VN . DEPARTMENT T ,RATWgT.. .8 .E Vwwl/MN 1pMllpll UP TIMBA1A,p1 DORT ALL ONANTRAL FLATS SHALL a' G'E7 DR ;� ro GET AND ALIGHT RETHRUI SCULT THE IFS AT.HALL ME I�" Ofl°d0RCE5b DER Oi ALLGHT q-2 NA& BUY' LAN ASMREOFXFT "PTO" STANDE.wD 2q1-xs. ?" ALL W OEM RJULD SHALL BE LAPPED IN THE DIRECTIONOF ME GOLAN TRAWL FOR THE THEREOF ROADWAY. TH OFTENAL GET DA METHODS OF SISTTHE ROAD OR HE POST FOR LED AND AION TD IN 2A SHALL APPROVED B0 AN ADDITIONAL HAL ON THE BACK OFV THE ENGINEERID a 9.WgEq FOq 8EY PILIO 8Y81EI6. `VI�T T FFI SERCFI LIF .REwwx STANDARD BLOCKED -OUT W-BEAMHE GUARDRAIL (STRONG POST SYSTEM) VIgGNIq DEPRTMENT T TRRSPDRDgTDN ETY 1 T E CODE NXI XE arB I I IRAnn Tx R AE ' Al Us..... AT N,ewgr MAX N GENERAL NOTES xnwl a axEl C xxwsE ROTE C L wEv CG-n u IfSn Fq 51wxF cu¢rla5, -------�- , CgT�S REDT.HgSyI/Lm�xA/ECCamNP£ MEN DEpCIFYNppYyBD W W62,;91Y! RAGGERtiL CTE1lpKN EIOVAYVYNB M AM81 T MWI/L. NC�LUE'ORCN XW r / WE 11 / P R.THE REyNAIRlN1IpCE1SA �GNNGMlrgRECC➢T]ETHE IRIGR 'FE]Re eKIGNY, 19FF ROTE III IG. UNG 11 TO 1. OF 1N RNw91pLL0 BE NC Do l'. I MMTH E• N S IE S. USER MEN SRAM" .-] DATE x CMRRICTE On M WK .-) T. TO F,GE q rxs E CR W TO GE RIw1m ro EIDER TIE MaYRAaE PAR [mgsFN ANTEMERE F1PI19g1 B Joni CSwNE1AlYJL --- I. BSE, Lyw qYP .RGx ro ss "]]E: SW°MWXtl1 xiVW:K s6.n. AJ Ya'NIE q°]°ggr WTHTR 1REG wnx Txe srMBTR. PLAN VIEW MAY INEXUARE M.. BE A ENTRANCE NOTES YYLIE goUgRo ATE a MOO ,IE ", MCgIE wEx .. EENCE I T . ROM q gC LINK RXOHAED 70 WI PoEEME WA(FGs WV ROLIIN BROME -_ TIE Pa.EEkI MEtt.m TO THE E H0.& /GYMryPR0EWMIEE ROG EE YAL WRm N THE " IgTY.£.1 ITE (MINIMUM-�- D B. rl0}Iw BUT .IA'R. YB[C1ANSCID MwP%W FUND eTttEwTyNn�I[ENaRAGIyRgoyrt�yAuoas. pYxTB N'C B' INL .IiORF EMIFORRML'E ME GRRC N DIE /LLOXE" MRMEEGPSTR iG VkLE4 IA IRJT WERCYRICURIF i0 BTISE! ® CIXBIAE! OR.YE OVMOf4 CUM q PR/NYY: CIwYE. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES gIII L11lIFi dlllR. VCLYE P CE4RARE YRKV xox YON TMW Eao Nl9 ox Ds M - Imx BDPIYOsss Bx EGW EEM TWx0. VPoGRAIN BEER GL.W ql .V..L`•'`, T NJIV NLARLCIB HOTP�w1��lE _- COIIEO]�RINSS SECTION C-C ASPHALT PAVING - ROADS NO SCALE I" TYP FFRDIEPTH PAVEMENT CHART OFEACH MENTCOURSE �fxn-I R7fl3i1 78in 16in 12 CL tF C P,x . - -r Builder's Gan: Area ma I concrete. Bonom of curb may fallow sl a of Y .T //Jr c sub -haw provided a minimum III _ P dep of 7 in Ides is maintained. � 1 ft0 in 2ft" Routop Curb A C A�oMCENTI TE VDOT STD. CURB ~ AND FWSH WITH INLET TOP DROP INLET (DI-3) WITH TYPE 'A' NOSING IT 1---6' MIN. TRANSITION VDOT STD. ROLL-TOP CURB SECTION A SEE DEDNLS XS-3A AND XS-3C PLAN NO SCALE 1 � L Co rn o+ o, o, F LO M N O N ,ti O, 0 N N M ^ n 0) �z M cY5 N J ITTTTTTTTTD� cM 1 w N WN'-'�. N J W > --� W LLI Q J z C ® J 0 H� W O - z L9 O M �J/ W Q 00 2:= O U U W W Y U LU O cn co I � U V � Uj z = O u ,HEY/ I ITTTTTTTTTTT� 1 J UiA�E/ �W LL O Nfffffffffffj O 0 0 0 (N U LU LU F w a u=) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 11 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 NIO- 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" MN - LINE VAfOUe 0.1. PIPE 2500 PSI CONCRETE PLAN z D.I- PIPE \V P. GRADE SPACING TO 35% NOT OVER 36' 35% TO NOT OVER 24' 503 OR GREATER NOT OVER 18' 50% GREATER PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER ANCHOR N0. 1 AT FIRST JOINT ABOVE MANHOLE O44' MIN. BY MN. T` 7. BOO IV MN. 3T YN. MMl4NUT LOGNNG ASSEMELY 1 2YMN. ewAss 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 B". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WTH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NTS FIG. W-76 IU-Tn JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES WATER SEWER 3 A Ei � rc £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETCO EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER 4 SEWER 30' MINIMUM R SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER L 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 WTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 8 TO IT DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID 2 U N 7 j � M.J. GATE VALVE WATER LINE 4 2500 P-S.L CONCRETE 8 4 2'x 2' BEARING AREA. THRUST BLOCK 4 4, A NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (5) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 * 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 I INITIAL BACKFILL 4 1 UNSTABLE e" a B" B• SAIL\ MI MIN. i MIN MIN. #68 STONE GRANULAR FILL AS _ APPROVED BY ACSA STABL SOIL 0 ROC[ STABLE SOIL OR ROC 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 EY BM SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YQ (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2,00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2,00 2.25 2.50 0.15 11 1/4 1,50 2.00 2.50 0,10 90 3.66 3.16 3.21 0.48 e•. 45 2.66 2,66 2.77 0,26 22 1/2 L66 2.16 2.69 0.13 3AS 2.91 2.66 0.32 11 1/4 1.55 2.15 2.67 0.13 90 4.83 3.53 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.63 400 2.83 0.52 22 1 2.33 2.56 2.86 0.24 . 41 11 1/4 1.83 2.33 2.841 0.18 L THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. J. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 V COMPRESSION " 3/4• MALE PIPE COUPLING OR APPRAD. EQUAL 1' TWE x SOYT COPPER FOR USE ON ARMHEC SINGLEFAMILY sETaRs GR DYAL REsownu DUA ANED IMM AIp IMacF,naR 9RMG5. I •al•tl• ,EE OI Nole ND sxE.ATm mnx¢ Z DUAL SERVICE R 1• COYPRF59 MY „ 3/4• WALE PIPE COUPLING m APPROMED BWAL r TYPE IN SOFT COPPER OI MR YY ON GETACHEO SINGLE FAMILY R OMI SERMCE 'MIERE AN IRRIGATION YMR IS NOT PROVIDED. SINGLE SERVICE NOTE: I) SADDLES WULL BE USED ON AC WE CASTIAUx UD Fl"WED MADE W-15 LOCNMNO METER B^LL r A BOX OUTLET) .)Y YN. COPPFRSETIFR I/N SEND COUPLIND rS_ t C YflER CCCmpvAi,ON Sm ryMEx55 1r TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A uRsU.' F z ! '\` i A 1 12" I I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2„ FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION BOOT " J 70 INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S-1-B TD-27 Top View 4. A 6" MINIMUM 4. 1 4 G 4 4" MINIMUM 4 44 4 A.. . NOTE: RESTRAINED JOINT FITTINGS - - - - Side View 42" Minimum A <. c4mpactlOn requYBE d q la 4- . 4 Galvanized Steel Beam, 4 W12 x 14 (min. ize) s E 3' min, penetration into undisturbed soil , or as approved by the 4 ACSA. llL II TYPICAL THRUST BLOCK IN FILL AREA NTS FIG, W-38 TD-5 (NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED, C� YY irYP.) DROP KUWWOLE PVC CROSS MP USE APPROVED FLE%LISLE RUBBER 2' n BNTT. ' e GASKETEP y'Il STOP COUPLING e 7- PIPE STRAPS DROP L!, E [STAINLESS STEEL) p SPACED EVERY r VERTICALLY - 90' RESTRAINED BEND _ SEWER NIFLUENT PLAN PROFILE 7 MIN. 6' BEDDING WITH NO. 69 STONE L HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMI NED BY THE ACSA, BUT SHALL ROT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 PVC, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTE D TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5- MOP CONNECTION DISCHARGE FIRING SWILL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12' DIAMETER DROP CONNECTION, OR T1WO8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION 11.15. FIG. S-1-C2 TD-30 �E E \E n� U \E W EN D- a -1 <Eox `sEs`EE0 Q <o o E E J E IN -E E U N E _E o a e E 6 E U \@\ n O E ^ N E N r n3 It It O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG SLE TD-31 FINISHED GRADE Tl�f BHT-IT-n1;7I1FF: n TRENCH REDUCER f 12500 P.S.I. CONCRETE THRUST BLOCK ---------- UNDISTURBED SOIL A' 18' MN PROFILE VIEW} UNDISTURBED SOIL - EDGE - OF TRENCH 24" MN m - REDUCER B' MR M. f A.4e 2500 P,S.I. CONCRETE THRUST BLOCK - - R' MN UNDISTURBED SOIL - EDGE - 4 OF TRENCH*- 24°MN. NOTES: PLAN e 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 PENETRA➢ON INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIC W-3D TD-7 9 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (2707 2' TO 10' 18"-22" 7 CU, FT. VALVE BOX #68 STONE 42"MIN •°.� VALVE TEE 2500 P.SJ. CONCRETE .'Q BASE AND THRUST ", 11.E BLOCK AGAINST 'I UNDISTURBED STABLE SOIL. gTEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITD TUGS A HYDRANT IS 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' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE SOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-S GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BROVZE GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE •K" SOFT COPPER STOP STONE NOTES- 1 ) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -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) NTS FIG. W-9 TD-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 02' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED 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 ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF MAIN LINE, SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INITIAL BACKFILL* 8"MIN (6" UHOFTS) EMBEDMENT • TROUGHLY COMPACTED SPRING UNE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING NO. 68 STONE - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 I-H Lic. No. 035791,E 1 4/19/21 44 o�SIONAL E�Ol� ''ww V/ Z z i1 N z z J on =2 -D .Ja-L e C C O � U/ � LU W F Z U O `u 0 `J W° C ce U z LU w I 2: L I 2: In In In F O F- F- F- LED w w w =) 0 0 0 O O O O f W (ED ail (ail (ail (Ofa a a L Q L LU W W W mCL [L [L C Q W W W L a 1n 1n 1n C LU [L w w w I 0 I I I C W C (n I 5C 73 a 0 OY Ol OA OY OY W .�H \ \ N D r N ON o N N I n ^ "`H ON 0 C .- U �z M l< M N J IJJJJJJJJLL� M 1 w N W N ~BBI N W > J E L J z` J3 w U. ui L9 j Cid LU U O WYvI— HH LU J 1 Z Lu J w KJ�� K1 v , J N NW L.I_Df O mi 0c) O N U W J ,vwT w � w _ CL (n JOB NO. 182150 SCALE N/A SHEET NO. 12 I �,TH OFF t NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST ,� �C, 430 430 OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT O SCOTT R. LLINSZ MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER U Lic. No. 035791,E THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 � 4/19/21 w4 ROAD AND BRIDGE SPECIFICATION 303.04 6 1 Z SS10NAL 'VE' w z NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 0 SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR ziB, FLOWABLE w FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR z VI STA: 12+7S.03 CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE J SPECIFICATIONS, SECTION 302.03G. o F o NOTES: w mCc 1. ALL FILL TO BE PLACED AT95%COMPACTION. z 0 It 0 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 0 H g ° 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM F w o f OV SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & o _ SANITARY SEWER MUST BE PROVIDED. > 0 z z z p w w w LLI J Q f f f > U f f f °� a �/� � Q 0 0 0 \/� U r VERTICAL GRAPHIC SCALE Z z o (n m w vai J 7 Q Q Q Q w O s ° zs s 10 za O O w a w a s H J Co Q 3 Z Q Lu Lu w W '-' Q d. (n in in m ( IN FEET ) m d w w w Q 1 inch = 5 It J m Lu LL Q a o 0 TIE -INTO W a w w ° STA. HORIZONTAL GRAPHIC SCALE 5 w w m 0 � o 50 0 25 50 100 200 > O w c ( IN FEET ) C 1 inch = 50 ft. c 00 LA 0 EXISTING F M 6 2 0% ON ON rl U Q ,..i ..-I N C N ..-I 01 in p "'� \ N N \ \ c M n w .-I N O U 0 T \ . . . . . . 0 T\ C J a� 0 z 430 430 M ZMQ O T>� N ° M 3 N W ° 1 0 N T O o 10+00 10+50 11+00 11+50 1z+oo 1z+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 w N / /1 �,/ ) WESLEY CIRCLE PROFILE PRIVATE TRAVELWAY -DESIGN SPEED =15 MPH > o LU C J z t J L \ c /`^ ° W ( o J L9OM� 1--1 0 W J O o LL 3 Q = d v c� o ul Q ° 1 (� o Y a W O o C J o E INTERSECTION w/ W (n o STA.1o+oo, ul z W a w W J z z N (n T z y w OSANITARY o CROSSING Q O a O O U o x N s u w ° J N E w E w ' 0 2 0 a u) � JOB NO. 182150 0 m SCALE ° 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 1 "-50' ° c WESLEY LANE PROFILE SHEET NO. PRIVATE TRAVELWAY - DESIGN SPEED =15 MPH 13 0 s 425 425 V�A: a+75.o VI ELEV: \ 42o VI ELEV: yo6.z yo1.5 K: 16.17 !}20 VI STA:1o+zg.00 / LVC: oo 75� o o.00 � EXISTING GRADE PVI ELEV: yoo. 8 HIG PT. STA: 11+7 .79 o N \ K: z 50 / HIGH PT ELEV: yo .34 LVC:1o.00 N ,;,i 415 L W PT. STA: 10+ g.00 � � N � ,i; � 415 y o.93 °o rn PVI STA: 10+8 .00/ v � v m \ °0 00 N °o m °o PVI ELEV: yo .g8 j m � „ VI STA: 13+z5.o o � o K:15.o4 m ,,, VI ELEV: yo1.o VI STA:1y+75. 4 10 '' "' � '' "' � LVC: yo.o INTERSECTION w/ NOUSH COURT K: 6. 53 VI ELEV: 39z.6 4 10 � � STA. 11+51, ELEV.=yoS.00 LVC: o.o0 o � .+ m w PROPOSED AIR- o w w RELEASE VALVE +" a + � °o o °o °moo\ V / V N Li.i N w o � o .+ \ 405 V > a>0 w lii � j vi j 3 M � m 405 m � w ri lJ.l N w EXISTING PAVEMENT� v m v m w w 1o+zy, ELEV INTERSECTION w/WESLEY LANE m w / STA.1z+77, ELEV.=yo1.73 \ PVI STA: 6+00.00 z'OpOo z•O � VDOT STD. \ PVI ELE : 388.74 40o cD_1 K: � .15 400 VDOT STD. CD-z kP'O,S,�ROPDPROPOSED PROPOSED GRADE VDOT STD. CD-1 -1.00% EXISTING 8" G.V. v1 °rv° v1 �o PROPOSED S6���,^,8"xTEE8"xy" 4��8"x6"T TEE3MIN.°�M �M 395 (1) - 4" G.V. (1) _ 6�� G.V. (1) - 4" G.V. \ N ui > N � w > 395 1 9 8" D.I. WATERLINE PROPOSED 8" CL. 5z D.I. WATERLINE � m w PROPOSED LROPOSED \ 8"xy" TEE (1) - y" G.V. PROPOSED 8"x6" REDUCER END TRAVELWAY CONSTRUCTION 390 g"x6" TEE �3•zo STA.17+18, ELEV.=381.66 39° -PROPOSED 8" zz.5°BEND (1) 8" G.v. 6" CL. PROPOSED SANITARY PROPOSED (1) 6" G.V. PROPOSED S z D.I. WATERLINE SEWER CROSSING 8"xy"TEE (1) - y" G.V. 2] PROPOSED \ 6"xy"TEE 3$5 REMOVE EXISTING 8" PLUG &TIE-IN (1) - y" G.V. VDOT STD. CD-1 s 3$5 TO EXISTING 8" D.I. WATERLINE PROPOSED 41 6"x4"TEE (1) - 4 G.V. PROPOSED 6" go* BEND TO 3$O FIRE HYDRANT ASSEMBLY FILL (TYP. 3$0 M �t l0 u1 .t � O � M l0 M I� 1� W l0 n Ol u1 W O Ol l0 N M N W rl O 1p Ol •i °0 W N O (1 .t W Op O Ol O N M •i M l0 CO Vl V1 I� S lD 1� rl O rl O O O •i pl O O N O O N .t ul O N S Ol O N N Ol O N ci W O N Ol l(1 Ol N l0 Ol Q1 N �Y rl O7 N N l(1 D7 Ql O O Ol Ol 00 a0 N W � a0 S d .t M �t M �Y M M M M M M M M M � 425 425 \ 420 4zo 415 415 \ EXISTING GRADE PVI ELEV: 39 �99 K: 8.33 P I STA:1o+zz.5 LVC: z5.o PVI 'lO ELEV: yo1.z8 Ol M Ol 4 K: 8.33 VISTA:1o+ .o � r;, ,,; m ry 41O LVC: z5.00 VI ELEV: 398.6 + M + m o �o K: 33�37 \ PVI STA: 1z+ 5.18 � � .M+ w M o ° N °1 o LVC: z5.00 PVI ELEV: 38 .93 � m � > o � o a � � � N PVI STA: 1 +50.13 K. 15.z5 m w w [fQ5 `" v '' v n o� � m PVI ELE : 3�},5.y6 LVC: 150. 405 O O M. � � '' � LVC: > m m> w w 5.00 N 0 N � LOW PT ELEV: go.77 N� � w j m > �o o w � o1Oo \ .Ni w N w m m U VI U 40o s° � W � w � m m w w 400 ESLEYCIRCLE -z.00% j m j w ELEV.=yo1.73 0° "-' � INTERSECTION w/WESLEY LANE STA. 1y+1z, ELEV.=394�50 395 oosED T87X6'�TEE � 395 \ PROPOSED GRADE �4.84i (1) 8�� G.V. � (1) 6" G.V. \ VDOT STD. CD-1 z.00% 5.00% 390 3�7' �. 390 PROPOSED 6" CL. 5z D.I. WATERLINE VDOT STD. CD-2 PROPOSED VDOT STD. CD-1 23 \ f LL \� SEWER 3$5 PROPOS�D 6" 90° BEND T FIRE HYDRANT ASSEMBLY 3$5 PROPOSED 6"xy" TEE PROPOSED SANITARY (1) - y" G.V. SEWER CROSSING PROPOSED SANITARY 3$O SEWER CROSSING 3$O N l0 M Ol I� Ol rl n Ol Ol O Ol tD lD l!1 d OD l!1 M O �Y l!1 O1 'i O ID °0 00 'i O O ry � l0 N Ol ry ei N o N Ol .t m .. 1� n m o Ln W m rn M 1� m °o rl M m °o O �O m rn N M m o �t rn s� � M a M a m M M M m m m m m a m �,TH OFF t 445 445 SCOTT R. LLINSZ U Lic. No. 035791,E °0 4/19/21 w4 � �`rSIONAL Y' w W Ll rq Z 7 z w N z J 435 U F O EN w ~ c f ° STA.1o+o0, o ° V Z ° o o V.. 0 oz U z z z p d r f f f> U z m m m - a a o 0 0 0 z Z r (n m W (a/l (a/l (Q/l Z N O o a o w w w- s + ItF w m o_ o_ o_ Q 3 Z < Q p p p E Lu x (ni­i (ni­i (n m y H m d w w w a° J p Lu Q (n 0 O W p� W W O ��//Ln IJ. N N W 0 U Lu W a 0 0 01 Ol O1 ON W p "'� \ N N \ \ M n w .�-I N 1 O U 0 E 0 C r � J O M z lu M Q O > N J ° M 3 N N W ° N T 7-1 O 0 N W F///// z A > -� o LLI C J z t J L \ C /� Lu u J 0 '�\ � o ur W /J/ O 30 Q � °� c C) o� Q° U o Y � Lu O ° C 00 Vl c O <7 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+00 16+50 17+00 17+So 18+00 18+50 1g+oo 1g+So zo+oo zo+So a+oo z1+So LLI j w LJJ 1 0 NOUSH COURT PROFILE .,-, w PRIVATE TRAVELWAY - DESIGN SPEED = 15 MPH (n z J NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST mi LLI ° VERTICAL GRAPHIC SCALE OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT O MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER Q o 5 ° 2.5 5 20 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? O ROAD AND BRIDGE SPECIFICATION 303.04 0 O ( IN FEET ) O 1 inch = 5 £t. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE N s SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR w ° HORIZONTAL GRAPHIC SCALE CRUSHER RUN AGGREGATE SIZE z5AND z6,PER VDOTROAD AND BRIDGE 50 0 25 s0 100 zoo SPECIFICATIONS, SECTION 3oz.o3G. F w 3 w ce 2 0 NOTES: a N IN FEET) 1. ALL FILL TO BE PLACED AT 95% COMPACTION. JOB NO. 1 inch = 50 £t. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 182150 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM y SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SCALE ° SANITARY SEWER MUST BE PROVIDED. 1 "=50' ° SHEET NO. a 14 P ISTA:1o+70.0o PVISTA: D 11+55.00 PVI ELEV: 433�z9 PVI ELEV: 4z8.67 K:8.75 K 6.gz LVC:3o.00 LVC: 30.00 44° �' o s 8� 8 N 44° � M l(1 � W N S + .t + ry .t w � ui N w PVI STA: 1z+74.o j � \ vi � � j VI ELEV: 4zo.1 m V > w j m > w K:1z.65 435 w \m '•'� PVI STA: z+oo.00 LVC: 30.00 � PVI ELEV: z .z8 -z•oog� K:1 .88 o m o m LVC: 5.00 (n n au � CUL-DE-SAC o0 0 .+ � w � w ELEV.=434�69 s'432 n � n > v w 43° � N � m w 43° BEGIN CUL-DE-SAC m v w STA. 10+55, ELEV.=433�59 w � IOTA: 13+z4.o 9 76/o VI ELEV: 4i6.i 425 K:3o.38 LVC: 30.00 � XISTING GRADE 425 o n+ °o o � m N of n \ PROPOSED 4" go' BEND � '". � ~ � PVI TA:14+65.00 \ !}20 BLOW -OFF ASSEMBLY m � > > "' PVI ELEV: 4o6.z !}20 PROPOSED K: 15.g6 4"x4" TEE VC: 80.00 (1) - 4" G.V. -8.00% PROPOSED °o o a PROPOSED GRADE n o o \ 415 4"x4" TEE N w 1 (1) - 4" G.V. Ji � V m w PVI ELEV: o . .83 PROPOSED 1" COPPER 35' MIN. m WATER SERVICE LATERAL �01� LVC: 5 PROPOSED 4" CL. 53 D.I. WATERLINE INTERSECTION w/ WESLEY CIRCLE 0 o M 41O STA.15+z6, ELEV.=4o5.00 0 (n o � !}10 o � o N PROPOSED 4" 45°BEND N w `,°, w PVI STA: 18+So.00 PROPOSED 4" 45°BEND � � � V � PVI ELEV: 39i.87 � m m � w w \ K. 3 LVC: .g6 PVI STA: zo+3o 00 PROPOSED 6"x4" REDUCER oo.00 PVI ELEV: 38g. 8 � S 4°5 \ S � 4°5 K:16.z PROPOSED 6"x6" TEE TO \ °o m °o � LVC: 55.00 FIRE HYDRANT ASSEMBLY -z.00°r6 PROPOSED °+° w �' ui L W PT. STA: zo z5.00 8"x4" TEE � Ji j ,� j L W PT ELEV: 3 g.6o PROPOSED 6" CL. 5z D.I. WATERLINE > m m > w w o M �o 40o I 400 PROPOSED FIRE 6"x6" HYDRANT ASSEMBLY TEE TO •S go VDOT STD. CD-1 o N � � PROPOSED 3.5' MIN. � m w 8"x6"TEE m 395 (�> - 6" G.V. 395 INTERSECTION w/WESLEY LANE ��3' 1 z' STA. z1+oo, ELEV.=39o.77 39° 2•pO% 390 PROPOSED 4" 90° BEND TO FIRE LINE &WATER SERVICE V� 31 PROPOSED 4" CL. 53 D.I. WATERLINE 17 VDOT STD. CD-z 3g5 PROPOSED SANITARY 385 SEWER CROSSING 380 380 FILL TO BE PLACED AT 95% COMPACTION 375 375 37° 37° N Ol Ol v1 l0 N Ol O l0 O lD O lD O I� W 00 M .i O V1 Ca l0 O � O M l0 O N O1 O N °p m I� 01 �t 01 M l0 lO .t M N V1 M N O .i M O1 l0 00 h d N l0 Q) W M M N N �p ri lD N n °�° O � O1 � N 01 .Y 01 M W ci 1p W N S Q) ci OD W I� S �T O N V) CQ � M M l0 O 01 W N 1p V1 �p d O O Ol 1p Ol M M M M M M M N M N N N N •i N ci N ei N O N O ci O .i O O O 01 Ol � Ol 00 Ol I� Ol Ol I� W I� W 420 MH-i5B EXISTING GRADE STA:38+81.32 \ RIM:405.25 INV IN. 394AS FROM EX-SANi7 INV OUT. 394.25 TO MH-i5A m 15 v p = MH-14 MH-15A STA:35+6o.10 / STA:38+o5.77 i RIM:398.58 RIM:yo1.5o MH-1 3 INV IN. 392.1z FROM MH-i5 INV IN. 393.87 FROM MH-i5B m STA:35+19.51 INV OUT. 391.92 TO MH-13 INV OUT. 393.67 TO MH-15 v � 10 RIM:399-00 0 o °) INV IN. 391-45 FROM MH-14 / MH-15 Z + o INV OUT. 391.z5 TO MH-1z STA:37+zy.o3 \ = ¢ m :to R I M:404.42 U? INV IN. 393.1z FROM MH-15A \ w V) 5E PROPOSED INV OUT. 39z.gz TO GRADE MH-1y 05 MH-12 SAN-11 STA:34+16.go STA:30+00.36 MH-11 / RIM:395.00 / RIM:387.09 STA:33+34 52 INV IN. 389.12 FROM MH-13 INV IN. 374 49 FROM MH-10 INV OUT. 374.29 TO SAN-io RIM:391.83 INV IN. 383.2o FROM MH-12 / INV OUT. 388.92 TO MH-11 FILL (TYP.) 00 SAN-10 / \ TIE-IN TO STA:zg+66.z6 INV IN. 383.2o FROM MH-1iA INV OUT. 383.0o TO MH-1oB PROPOSED WATERLINE CROSSING' 33 A XISTING MANHOLE RIM:388.97 MH-10 / ROPOSED z" WATER SERVICE CROSSING y" INV IN. 374.13 FROM SAN-ii STA:30+36.61 MH-1oB���y INV OUT. 373-93 TO SAN-g RIM:388.58 INV IN. 374.87 FROM MH-1oA STA:3z+7o.65 RIM-384 00 / PROPOSED y" WATERLINE CROSSING EXISTING 8" WATERLINE CROSSING 1.9' 1. 2' 95 SAN- 9 STA:z8+17.35 INV OUT. 374.67TO SAN-11 INV IN. 6. FROM MH-11 37 45 PROPOSED 1 y" WATERLINE CROSSING 8" DIP RIM:383 43 INV OUT. 376.z5 TO MH-2oA 8" DIP 3 1 33-73 LF @ 7.83% INV IN. 373.o8 FROM SAN-io INV OUT. TO SAN-8 MH-1oA PROPOSED 6" 2.5' 8" DIP 77-74 0 1oh LF Qa 7 8" DIP 37z.83 WATERLINE I.S. 1 LF o. o% 59 93 5 71.55 LF Qa o.53% 90 SAN-8 STA:31+64.6o CROSSING STA:26+79.56 RIM:379.25 RIM:380.50 INV IN. 375.7o FROM MH-1oB 8 SDR 26p -16 6ELF Qa z 16 8" SDR-26 PVC 33B 7 SAN-7 5530 INV IN. 372.29 FROM SAN-g / 1 \ INV OUT. 375.5o TO MH-10 98. 36.58 LF @a 1.28% RIM:379-54 INV OUT. 372.15 TO SAN-7 / I Q�( _SAN-6 INV IN. 371.63 FROM SAN-8 / 5 tib 3° 85 STA:24+i6.34 INV OUT. 371.46 TO SAN-6 50 F �1 RIM: 377.10 INV IN. 370.72 FROM SAN-7 / INV OUT. 370.57 TO SANS I PROPOSED GRADE .4 0(0 80 0 EXISTING GRADE 5� 75 8"DIP 124.00 LF @o.510/u 10" DIP T8" 3 1o" SDR-26 PVC �44.91 LF @ 0.59% 18" 12" SDR-26 PVC 12" SDR-26 PVC LF @0.43% 133.79 LF @0.40% S PVC 70 1j4.96 LF dal 0.55°/a 120.26 32.24 LF @ o.56% o5 LF 102.LF @ o.54% % 18" ED ON DIP 30.io LF Qa 0.5 % NG 65 O O + M m N to N M N ci N m 00 V1 r M N .t M O m m H m m V1 0) .t 00 In 00 W 00 It lD O 00 O 't It 1, .t m N l0 ci m 00 M V1 N O N kD N H In n S 0) 1� i N M m V1 00 O 00 It n m m �D .t In m ci 0000 O l0 H 00 m m N In O 00 O 00 m 01 O N I N OJ m I� O 0J •i 00OJ M 1� 00 n 00 to N O m n N W m d N 00 OJ ri l6 00 N m H. I� W O S 00 0000 CO.t m N �t m O .t 1� m O V1 m m m m M m m 00 U) m 0 O N O H N l6 O H .t O O 'i M m O m rl N O O N In O 0 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+oo 28+5o 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 BE TAKEN 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. y. 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 K N m W ¢ N r r O J W > H 220 w= Ln 2 m m 0 LL LL O 2 O O N N 00 ~ 4 m m m m O 00 W m LL m N 395 +OmMM= Ln �� 395 i4 Y M c c O x F 2 > > > ZZ Z " pp• 00 •. ¢ m 0 "' � -PROPOSED GRADE �00 �Q. N N mZ0 390 390 19 385 385 �5 <N\\\X PROPOSED 6" PVC SANITARY SEWER 8" SDR-26 PVC SERVICE LATERAL TO BLDG #1 131.65 LF Qa 0.55% 1o9.5o LF 3.5% 38o 380 lLL T .) 375 375 FILL TO BE PLACED EXISTING GRADE AT 95% CO M PACTI O N 370 370 m n Oml n O l0 l0 N W 0) m 00M 'i H 00M O 't M m rll 00 M O N M M O M 0+00 0+50 1+00 1+50 2+00 2+50 MH-11A - MH-11 PROFILE 31+50 32+00 32+50 33+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 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 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 i' 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 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. 20 200 390 EX-SAN17 - EX-SAN4 PROFILE 385 SAN-5 SAN-6 STA: zy+i6.34 EX-SAN-y STA:20+o6.37 STA:22+72.gy RIM:377.10 INV IN. 370.72 FROM SAN-7 RIM:371.32 RIM:376.73 INV OUT. 370.57 TO SAN-5 INV IN. 367.73 FROM SAN-5 INV IN. ROM AN-6 380 EX. INV OUT. 367.5o TO EX-SAN-3 INV OUT69.74 y EXISTING GRADE 375 / 370 12" SDR-26 PVC 12" SDR-26 PVC 134.96 LF Lal 0.55% SDR-26 PVC 139.yo LF @o.6o% 1.2 262.19 LF @0.73% zy" STEEL CASING REQUIRED, CENTERED ON 365 THE PAST STREAM CROSSING THE CULVERT AND EXTENDING WING WALLS. O O m m m 1t m 14- It �D It Ln m ci N lD O O N M m N M M M 00 M m M kD M ^ M F M 00 M a) M o^, M 20+00 20+50 21+00 21+So 22+00 22+So 23+00 23+So 24+00 24+So 2S+00 Lic. No. 035791,E 4/19/21 ¢�'41 z O J Z Lu0 C) Z J O > z w W w F z w f O F y�ya F U z W z f m f 0 0 J v¢i w u a ¢ E m J ¢ w w U) U) w o_ o Lu N O Q�i ti ti O\1 .-I N N M � n w 9 � ti rl W W i ur z ff ul z Cy) M M N M N O N N Lu J J Vl Lu L.L 2 U Lu Lu Lu Of 07 0f Q 0 O N z ^J C L W u�u V) J Q z LL co ` 0 i U O MJ W J 1--I O O M� W Lu J F --- I LL// 0L CL ce Lu Lu i Q z Q U) 182150 SCALE 1 11=50' SHEET NO. 15 VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 20 ( IN FEET ) 1 inch = 5 11. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 11. NOTES: I. ALL FILL TO BE PLACED AT95%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-1 AS 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-lAS 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. 440 440 STR:52 VDOT STD. DI-313 (L=12') TP=431.50 INV IN: 427.10 TO YD-14 INV OUT: 4z7.00 TO 50 435 / 435 STR:5o VDOT STD. DI-313 (L=i6') EXISTING GRADE TP=422.67 I NV IN: 416.6o TO 52 I NV OUT: 416.5o TO 48 STR:48 VDOT STD. DI-3B (L=16') 430 TP=419.67 INV IN: 414.25 TO YD-13 430 INV IN: 41335 TO 5o \ INV OUT: 413.25TO46 i 425 1 PROPOSED GRADE 425 STR:46 VDOT STD. DI-36 (L=14') TP=413.50 INV IN: 407.10 TO 48 CQ � 420 INV IN: 407.io TO YD-6 INV OUT: TO ySyQ 420 407.00 30 0° STR:30 VDOT STD. DI-313 (L=16') 1 4 5 TP=4o6.00 41 5 INV IN:399.75TO46 0(0 INV IN: 388.72 TO 32 �Ce6y�` INV OUT: 388.62 TO 28 y5 F Ca V �y33 420 y5 � �1 5 410 q,9 �y 405 405 RCe 6$°�° 400 ytiI �z 400 395 395 _ 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES 390 390 t0 I� V O 't m 1� I� H N V0 N m Vl 'T 't N H O M 1� Vl O 00 O N ul n O Ol 1� S N V6 Il O N 06 I� O N N O H M V1 01 H N O1 O H m V1 N N m t6 O1 N m 01 N It .t .t .t 't 't ItIt 't 't .t It It It It .t 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-52 - STR-32 PROFILE m i0 11 u o o i 395 STR:4 VDOT STD. DI-3C (L=6') rn c p O m TP=389.83 p w w wO INV IN: 382.33TO6 O O O o INV IN: 384.z5T022 Ln F F F F ry o 0 o INV IN: 379.5o TO YD-1 0 . m m O INV OUT: 374.5o TO 2B > N 0 0100 M_ m M M? O N 0 _ 0 p O 39 405 O z z z M z Z W O 405 STR:2B VDOT STD. MH O F- -W ° F- -O TP=376.00 F 1n a>>>> F z z z z V1 0 It X F w to x F INV IN: 370.93 TO 4 �0 m INV OUT: 370.83 TO 1B 1/2" STEEL PLA' p° 't00 m� 0 p O m . ALLPROPOSED" X 6 ^� 385 = 400 00 4 a > > to Fzz w Ln 11 > Fz O / > O m O \ PROPOSED FFo w 000 GRADE 380 0 'o 0 of 395 395 ° � °'`L: EXISTING 12" XISTING GRADE m a m m? SANITARY WATERLINE " mz z O r a > > > CROSSINGI CROSSING PROPOSE Ln F Z 375 SEWER C 390 390 LJ 15" RCP 115" RCP Q o0 67.01 LF @0.50% �53.69 LF Qa o.8o% ti Ca 1/2" STEEL PLTE SHALL BE PROVIDED IN 385 ALL PROPOSEAD "STEP-DOWN" MANHOLES 385 370 Oro0 24 RCP 6z% O H65.92 CF Z. V O 00 N 9 M H CIDs It cc)365 3+50 4+00 STR:8 VDOT STD. DI-3C (L=6') TP=389.92 INV IN: 38335 TO io INV IN: 385.92 TO ROOFS INV OUT: 383.25 TO 6 VDOT STD. DI-313 (L=1o') TP=39o.42 INV IN: 38533 TO 20 INV IN: 383.02 TO 8 INV OUT: 382.92 TO 4 1 18 RCI' 2. 107.84 LF Qa 0,550A -­,_PROPOSED SA SEWER CROSS D SANITARY 425 z 425 420 / 420 EXISTING GRADE / iD 415 STR:28 VDOT STD. MH TP=4o6.o8 m p o 0 N 415 INV IN:388.47TO30 IP °N° w O o / INV IN: 400.5o TO YD-5 Es m0 f" F O N p p INV OUT: 388.37 TO 26 00 N \ d w N" t7 x Lu 1n F F F VINE u 0 0 li iO ��01 Z M p p n ryl0 M F ° �1 410 / 00 �° > 6 MmF W W d'O I dZ0 W 410 O / d F 00 I� H d>>> F 0 0 0 &,l ZZ p 06 F 00 m lL 0 M rim Ln F z Z Z ^' \ Q O lD 0) 0) m W 0 a0 Z) 405 / t 0 O N > m mF �x0 °0It- > n mm mF motz_z__zo �Fz 405 NO o O F F p0F �ii t~n o� �N^ �F ZZ Ha»» / F 0 � 0 N rnm - - m p \FZZZZ O �tO m Op c� mF PROPOSED m > L6 F Z) 6" WATERLINE z EXISTING 12" 400 v rnZO i")z CROSSINGS WATERLINE L}00 m N m N Ln a» V) F z z z FZZ CROSSING p ND in 1 4 p O O O F F F 0, PROPOSED 8" WATERLINE F rM N o,,+ PROPOSED CROSSING 395 ° m COm M °° CO m. GRADE 395 > M .. a mz z z 0 PROPOSED ,.1' 15 RCP ii 4" WATERLINE Ln F z z_ z z CROSSING 53.8o LF o Qa 1.z1/a / PROPOSED 6" -IS" RCP WATERLINE 136- 43.76 LF @o.710A 390 CROSSING 390 PROPOSED SANITARY 15" RCP SEWER CROSSING 24' RCP 96.04 LF Lla o.50% 8 24" RCP gl.o8 LF Qa o.54% 385 RCP 103.57 LF @ 0.51% 24" RCP 385 65LF 1'89% 23.96 LF Qa o.63% 1/2" STEEL PLATE SHALL BE PROVIDED IN 134� z4" RCP ALL PROPOSED "STEP-DOWN" MANHOLES 47-73 LF Qa 0.52°h 1/2" STEEL PLATE SHALL BE PROVIDED IN 380 ALL PROPOSED "STEP-DOWN" MANHOLES 380 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES 375 V 375 It V) .t 0) 00 N I� l0 Iz V1 0) 00 Vl lD M I� lD l0 N n N d 00 ci Il� cl O M O N H to N 10 I� V0 O N Vl It 00 Vl .t H rl V) 0000 l0 0) Ol N 00 Ol O It N (n H lD V1 O) 'i I� N 01 N 01 I� 01 N M V1 O N Vl 4 O N %6 .t O H M fV O O N .t O O M 0+00 J m li O N O H 00 ° m to F an F Q1 F M O ,n F 00 M 0 00t F O N n1 O W O p � 0 00 0 .t I s m 0 ko mH m o mF N~ z z 0 z0-~ N a m> 7! F mZ0 a» Ln >O z zz ra» tnFzz inFZZ i8" RCP 42.58 LF 18" RCP 34-49 LF @ 0.67%\ :P LF @ 0-S44% �X\y EXISTING GRADES 2/2" PLATE SHALL BE PROVIDED ALL PROPOSED "STEP-DOWN" MANHC 0+00 0+50 1+00 1+50 19 ry °o m m rn m y v Ln 00 �00 0000 00 m m m m m m m m m m EX-STR-Dog - STR-32 PROFILE 0+00 o+5o 1+00 1+5o 2+00 15" RCP 51.46 LF Qa o.62% N) O O LMn O O O 't �00 m m m m m m m m 2+50 3+00 3+50 4+00 STR-18 - STR-1B PROFILE 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 EX-STR-D07 - STR-4 PROFILE STR:16 VDOT STD. DI-3B (L=8') TP=397-92 INV IN: 391.io TO 18 STR:18 VDOT STD. DI-313 (L=8') INV IN: 394.o8 TO ROOF2l rTP=397-92 INV OUT: 391.0o TO 14 I I INV OUT: 391.2S TO 16 O `rl O M O I M O N �0, 000) m m m m m m m m 4+50 5+oo 5+5o 6+oo POSED 4" WATERLINE CROE 395 390 15" RCP 26.92 LF Qa o.5E 385 6+5o • • 375 370 365 5+00 5+50 6+oo 0o u m m O M p 0,000 1n O O p O O N F m LnF F Q' mom 0 >H O m F O N M m O O 395 -0: � °° m m=-a m0 395 > ID mZ ZO v~i Fz Ln�ZZZ E • �\mil • • 385 hk385 15" RCP 48.42 LF Qa 1.38% ILL (TYP.l XISTING GRADE 380 38o ROPOSED SANITARY SEWER CROSSING 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES 375 375 1 N O mM 0+00 0+50 STR-20- STR-6 PROFILE Lic. No. 035791 4/19/21 ¢�'41 Z J < a i k LU Z p O z O < > u z c .. Lu Vl H u z . W � Ln Ln Ln I � � ! O F F F F V z z z W W W z m m m c ° 0 0 0 F Lu In In In of a a a m d d d C w w w i CC c d W W W ` Lu� � � C Lu L C 0 6 a 0 m m 01 0, 0, W N 0 M n w .-I N O .-I .-I IT U LCA z M M Q 0 CA JN 0 ° M 3 i Lu> 0 IN O n o ° 04 III > J � Lu � o z o i L� o Lu a ' LL urO Q 00 W Lu c = z u u U Q w u z a <- rY LuO 0 ° 0 o U) ul CO ° Lu z Lu j 0 w z L .J z JOB NO. 182150 0 ° SCALE 1 "=50' ° c ° SHEET NO. n 16 S.-1 45 NAGS • r rC TIP. :5!e CC nP. I I I I I 11J._I A A B B TT71 TT i I I TT TTTTTT7-I TTTT.. PLAN WI THaESS VARIES PLAN L/BS M CaaEtE aA33 AT CGEAETE , SECTION A -A SECTION B-B NOTE&: 1. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED OM.Y WHEN MOMS) N THE PLANS ON THE DRAINAGE SULMMY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MAIHOES. JUNCTION HOMES, AMID DROP IN -EIS MYTH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE IT TO 12'WRN NO SAFETY SLAB LOCATED WITHN D FEET OF THE TOP OR BOTTOM OF THE STRJCTIIRE. SAFETY SLABS SHALL NOT BE LOCATED BELOW MY MEET WE OF DP' DIAMETER OR GREATER 2. THE COST OF THE S.-I 0 INCLUDED IN THE COST OF THE STRUCTURE SEE CAST N RACE DRAWINGS FOR NRTXER DETAILS AC 0. ACCESS OPENINGS ME TD BE STAGGERED FROM ONE SM OF SMILCTUE TO THE OTHER WERE APPLICABLE. STEPS ME TO BE STAGGERED ACCORDINGLY. _ {5 BAGS { N C-C TYP. LAB 4. SAFETY SMAY HERT. CM CASTAN-ILE OR PRECAST-11 PLACE CONCRETE TO BE CLASS AT 0000 MD. PRECAST CONCRETE IS TO BE M 44NO PS). REINFORCING ' STEEL TO BE IN ACCORDANCE WITH MSHTO MJI. ,C yr. y �. 5. ACCESS OPENINGS MAY BE 30" DULIEIER OR 30" SWAGE. WHEN STRUCTURE MOM IS LESS THAN W' THE ACCESS OPENING SHILL BE RECTANGI ISTRICTGE MOTH BY 3O' LONGI. TYPICAL PRECAST UNIT BR�AMBMDB TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, �° " �' ROM Mo MANHOLES AND JUNCTION BOXES SHEET I OF I REWSNN DATE VIRGINIA DEPARTMENT OF TRM9PORTATION 302 1q,µ -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL - GROUN7 LNE H GRWNO LTE H GROLNO LINE H // ROCK OR / JJ EARTH D•I2" D•12" EARTH B SU BYlEL01NG D/2 4" t D/2 0/2 31 uACEOpiEn"K e MIN. 1/ID D I BEDDING NIN. 1/t0 0 I I REDOING MIN. I/10 0 %i�•D % MATERIAL 1OFH %�D-►i % MATERIAL -T�II % D % DMIN IMB•' MA%. za FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE iw MIN. L5 v 0 MIN. 1.5 MIN. 1_MI I 1A TOP OF F F M� OP OF FLL IF I - TOP OF FILL H N -JJJJJ)/J/J/J/ JJJJ.J.J.JJJ. - JJJJ , // - GROUND,/ 0.12"= r% ND D•12" J////iiJ rJyyJ/i_GOUND y E LINE e , NN - a -LINE I��EMTX T�ItOCK OR e/ MN. VM �D % BEDDINMATERIAL30L MIN. 1/10 D UIYELDNG " % X 0 X F� MIN. 1/10 D BEDDING EARTH BEDDING I/" PER NATERIH NORMAL EARTH FOUNDATION ,6.., • OF " MAI B.. ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MM. xv' OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERAL IN ACCOROANCE WITH NOTES( SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PPE. THE LIMITS OF THE CLASS I BAHCFLL MATERVL SHAL BE CLASS I BACM1.1. MATERA. IN ACCORDANCE EXTENDED TO 12' ABOVE THE TOP OF TILE HPE. WIN SECTION 302 OF THE ROM AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON WE B 3001G SEE PE INSTILLATION OF PCIEVERTS STOMA SEWERS GENERAL NOTES tYR SHEET 07.00. REGULAR BACNFILL MATERIM IN ACCORDANCE AND sPEclFFICATI ;T52 OF THE ROM AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIX REOUREMENTS FOR CRUSHER RUN ® EM ANKM=NT AGGREGATE SIZE 25 MO 28 MAY BE USED N PLACE OF MASS I BALHFILL. SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "AIM 302 REM HIM 303 VRGIFA DEPARTMENT OF TRANSPORTATION 107.01 EXISTII PROPOSE TOP EL BOTTOM EL PROPOS PROPO TOP BOTTOM STR:48 VDOT ST INV IN: 4 INV I INV OU 440 440 STR:YD-1318" YARD IN TP=433 92 JGGRADE INV OUT: 419.25 TO 48 435 435 D WALL EV.=434 EV.=4z9 430 430 =D GRADE SED WALL ELEV.=4z ELEV.=4zz 425 425 TP=419.67 L4.25 TO YD-13 V: 43.3.35 TO 5o T: 413.z5 TO 46 4 8 42012" HDPE 25.2o LF Qa i9.84% 415 43.5 YARD DRAIN LINE SHA SECURELY WITH CON( LOCATED AT EVERY O' 410 410 n n 00 0) a a LET ILL BE ANCHORED RETE ANCHORS FHER PIPE JOINT 0+00 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 iB STR:36 VDOT STD. MANHOLE TP=38z.o8 INV IN: 375.25TO UGD-i INV IN: 377.25 TO 38 INV OUT: 373.00 TO iB rPROPOSED GRADE 390 STR:38 VDOT STD. DI-3C (L=6') TP=38z.00 rINV IN: 376.6o TO 40 INV OUT: 376.5o TO UGD-1 iNVOUT:377-75TO36 38o 38o FILL(TYP.) EXISTING GRADE 375 375 15" RCP 7.3o LF Qa 6.85% 370 370 1/2" STEEL PLATE SHALL BE ALL PROPOSED "STEP-DOV1 365 365 o 00 m 00 m PROVIDED IN N" MANHOLES STR:38 VDOT STD. DI-3C (L=6') TP=382.00 INV IN: 376.6o TO 40 INV OUT: 376.5o TO UGD-1 INV OUT: 377.75 TO 36 O STR:UGD-1 UGD MANHOLE PROPOSI TP=381-79 EXISTING INV IN: 375-75 TO UGD-2 INV IN: 375-75 TO ROOF6 FILL (TYF INV IN: 375.75 TO 38 INV :375. 5 TO 36 0+00 0+50 STR-38 (OVERFLOW) - STR-36 PROFILE D 1 PRO T BOTTI PRO TI BOTTC STR:z8 INV I INV IN: INV OL 430 430 ;(STING GRADE STR:YD-5 24" YARD I TP=424.00 INV OUT: 4o6.00 TO : 425 425 )POSED WALL FOP ELEV.=426 'OM ELEV.=421 OSED GRADE 420 420 (POSED WALL OP ELEV.-4z OM ELEV.=414 415 415 'OSED WALL OP ELEV.=413 M ELEV.-407 VDOT STD. MH 410 TP=4o6.o8 N: 388.47 TO 30 400.5o TO YD-5 T: 388.37 TO z6 405 405 2.1 400 400 12" HDPE 31.62 LF Qa 17.39% 395 395 YARD DRAIN LINE SHALL SECURELY WITH CONCRE LOCATED AT EVERY OTH 390 390 385 385 M N O It It )LET 8 STR:42 VDOT S INV I INV IN: INV OUT: 3! BE ANCHORED TEANCHORS ER PIPE JOINT 0+00 0+50 YD-5 - STR-28 PROFILE 430 9" STR:40 VDOT STD. DI-313 (L=id) TP=388.17 INV OUT: 383.67 TO 38 390 1 380 OO� n '> 15" RCP 375 7.21 LF Qa 10.40% r 1 PROPOSED STEEL WEIR PLATE. SEE VSMP PLAN, SHEET 8, FOR DETAILS. 370 rrl? Cn 3 m °rn 000 EA W 00 0000 00 M M m M M M 0+00 0+50 1+00 1+50 STR-40 - UGD-1 PROFILE C� 375 370 415 410 405 400 STR:UGD-i UGD MANHOLE TP=381.79 INV IN: 375.75 TO UGD-2 395 INV IN: 375.75TO ROOF6 INV IN: 375.75 TO 38 INV OUT: 375.65 TO 36 I I STR:36 VDOT STD. MANHOLE TP=38z.o8 INV IN:375'25TO UGD-i INV IN: 377.25 TO 38 INV OUT: 373.00 TO iB 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES PROPOSED SANITARY SEWER CROSSING S11:1B MODIFIED VDOT MH-1 TP=374-50 INV IN: 371.00 TO 36 INV IN: 369.io TO 2B INV OUT: 369. oo TO PROPOSED VDOT STD. EW-1 43-5 410 405 STR:UGD-2 UNDERGROUND DETENTION MANHOLE TP=386.88 INV IN: 382.75 TO 42 INV OUT: 376.17 TO UGD-i STR :'42 VDOT STD. 6I-3C (L=6') 400 TP=388.50 INV I N: 38335 TO 44 INV IN: 384.00 TO YD-2 INV OUT: 383.25 TO UGD-2 STR'44 VDOT STD DI-313 (L=12') I-� Lic. No. 035791 4/19/21 aw4d / TP=392.58 INV IN: 385.35 TO ROOFS OUT: TO (/� o a J k 385.25 42 �• / Z Lei wco , f EXISTING GRADE 1NV 390 O o z oEn ROPOSED 4" WATERLINE CROSSING w F L E / w PROPOSED H GRADE 1 > FILL (TYP. 385 ui L w/5o' LONG, 13' WIDE, 2' DEEP 36" RCP VDOT CL. A1, EC-1 RIPRAP 2.2 85.10 LF Qa 0.50% CHANNELOUTFAII RIPRAPTO CHANNELTO HAVE GEOTEXTILE FILTER FABRIC UNDERLAYMENT. 15" RCP 370 7.18 LF @ 5.5 4-40 INV.OUT=368.94 1 "RCP STR:YD-418" YARD TP-4z3.0o INV OUT: 419.00 TO 425 PROPOSED GRADE / 425 / 420 / 420 / / 415 415 STR:YD-318" YARD INLET TP=407'75 ao INV IN: 403.05 TO YD O-4 9:3INVOUTo o�vc ti 410 �� 410 y / 0 h 405 405 STR:YD-2 12" CLEANOUT TP=396.00 INV IN: 392.00 TO YD-3 INV OUT: 387.5o TO 42 / 400 400 TD. DI-3C (L=6') N: 383 35 TO 44 XISTING / GRADE ao 384.00 TO YD-z 4� I3.25 TO UGD-2 ��@ 395 yvv 390 390 3.0' YARD DRAIN LINE SHALL BE ANCHORED SECURELY WITH CONCRETE ANCHORS LOCATED AT EVERY OTHER PIPE JOINT 385 NOP361,% 385 y2 2.2' PROPOSED SANITARY SEWER 3H0 SERVICE LATERAL CROSSING 3$O H 0) 00 0) N 00 S O .t M Em 0) °M M H � 1 N 0+00 0+50 1+00 1+50 2+00 2+50 YD-4 - STR-42 PROFILE 5 29 INLET .54 LF Qa 6.77% 30" RCP YD-3 365 7.93. LF Q0.74% 1.1' Li5" RCP 77-41 LF Qa 2.46% PROPOSED SANITARY SEWER 3$O SERVICE LATERAL CROSSING 15" RCP 30.22 LF Cal 1.65% I 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 O FY1 M N 00 T4 In O n LD M LO M N 0T LFY 00 �t ^ T4 00 ^ LD O 00 03 ^ N M LD 00 W 0000 OD OT 0) O 00 H H BT M M M M M M M M M M It M 0+00 0+50 1+00 1+50 2+00 2+50 STR-44 - UGD - OUT PROFILE VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 n 25 50 100 ( IN FEET ) 1 inch = 50 fL 200 3+00 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 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. 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-i AS 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. 365 I � I Z w � i f E I I O Z Z Z w w w z f f f I 0 0 0 0 a a a J En En En i i Q Q Q E I I I � w w w w a a a 1 I m Q W W W 1 CC En En En 1 i d Lu i w , i L 1 a,, a,, 0Y rn On 0Y .H ON o .-I N N ^ rl OR M Il OR � ,N, v LEI 0 d7 z 0 1 _ 0 M M Q zCID > J " N ° M 3 N uj ° e ` U l W N W > j N a o L1J c � J ° z > JMHI u LuLLLLI 1� c LL OO ' O N op � A'V 0- 3 Q co Lu c = W (D c) Q z a w u < 0 a W 0 0 o coTIE ul ° CD J z W it WN 1 z_ L.L .S�IIM�1 E1 N 07 T z y J W 0 0 D Q 0 CD > O O U O x N s U " W ° J N o-~-I N w E w ' auu) 7DD JOB NO. 182150 0 SCALETIE ° 1 "=50' ° SHEET NO. n 17 R / / � // // // // // /�/ /yam I I I / ��J/ Y 2 \- ��-•'*'�, 4Y \ yx / 6 \ / 2 /,PROPOSED / I, . lee (00 �i I -454 DRAINAGE DIVIDE (TYP.) / / �/ Z,/ v v /f i YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH (ft) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE SIZE RIM ELEVATION YD-1 YARD INLET 18" 383.00 12 35.58 1.41% 380.00 379.50 HDPE YD-4 YARD INLET 18" 423.00 12 103.60 14.96% 419.00 403.50 HDPE YD-3 YARD INLET 18" 407.75 12 35.86 19.52% 399.00 392.00 HDPE YD-2 CLEANOUT 12" 396.00 12 96.05 3.64% 387.50 384.00 HDPE YD5 YARD INLET 24" 424.00 12 31.62 II.3970 406.00 400.50 HDPE YD-12 YARD INLET 12" 436.00 12 39.80 3.77% 432.50 431.00 HDPE YD-11 YARD INLET 12" 435.00 12 40.11 4.99% 431.00 429.00 1 HDPE YD-10 YARD INLET 12" 432.75 12 55.21 9.0670 429.00 424.00 HDPE YD9 YARD INLET 12 429.75 12 88.19 1 5.67% 424.00 419.00 HDPE YD-8 YARD INLET 12" 424.25 12 110.96 4.96% 419.00 413.50 HDPE YD-7 YARD INLET 12" 417.50 12 63.03 3.17% 413.50 411.50 HDPE YD-6 CLEANOUT 12" 417.00 12 52.13 8.44% 411.50 407.10 1 HDPE YD-13 YARD INLET 18" 433.92 12 25.20 1 19.84% 419.25 414.25 HDPE YD-16 YARD INLET 12" 434.00 12 53.51 0.93% 430.00 429.50 HDPE YD-15 YARD INLET 18" 433.75 12 39.80 2.51% 429.50 428.50 HDPE YD-14 YARD INLET 18" 432.50 12 43.62 3.21% 428.50 427.10 HDPE too 40 PODITCH 'G ♦ V ROSED I / 17 I I \ - Vvv 1 I 1 0 / / / / / / \ PROJECT BOUNDARY (TYPJ / / / / / / /l / / / / / / 1 / / < V A \ V \ 1 1- I / DRAINAGE DIVIDE (TYP.) l^ v 1' w I 1 4 vk / �� r � ROPOSED DITCH I / X-Dog aye ♦ / 1/ / / / � s90 I � I li-1,� I � -: \ ., �' S `�.� / ♦/ / / . -ter- - � / / / III I ' _ - r - •. .., --i- �.///// I /l / 3e 2 I I �•pQkl I`-1-'r'I r I -;\ \ �c l \ \\• \ \\ 1c� ♦ i -// to .:SE I/: r` `G1_+ _ i - i \ l : • l >v \\ - "�.1 /'l ♦ / u /f/ PROPOSED / 1 VA _ r ���//TS��.��_� DRAIN AGEDIVIDE(TYP.) _ e I / / / / 1 , / /// // // // •': I< '._ -� ` - f ':I y\ lg \\ w ♦ \\ � ' _ � � f cu... AXISTING PROPERLY LINE.(TYP. 3 \ I II I l l l 372 370 hI -�\X \\- --/ ' `/, 40 ROJECTBOUNDARY(TYPJ \ I I I Z _ate{:-- \�gz - _ / `m �`' / r/ �q 1-/ / , � I / / I/ I m I I I; \' \\ \ I o s/ 1 l \ PROPOSED UNDERGROUND � DETENTION FACILITY I I - I I _ .-- / Q U[lSIiCOUgT 8 / / I STORMWATER/ �v1ANACiEMENT DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH` (ft.) SLOPE M INVERT IN INVERT OUT MATERIAL INLETTYPE Culb Type SLOT LENGTH RIM ELEVATION COM MENTS 18 DI-36 CG-2 8 397.92 VDOTSTD. IS-1 REQ'D 17 15 26.92 0.56% 391.25 391.10 RCP 16 DI-3B CG-2 8 397.92 VDOTSTD. IS-1 REQ'D 15 15 208.96 3.14% 391.00 384.43 RCP 14 MH CG-2 N/A 391.00 VDOTSTD. IS-1 REQ'D 13 15 51.46 0.62% 384.33 384.01 RCP 12 DI-3B CG-2 14 390.67 VDOTSTD. IS-1 REQ'D 11 18 42.58 0.54% 383.91 383.68 RCP 10 MH CG-2 N/A 389.67 VDOTSTD. IS-1 REQ'D 9 18 34.49 0.67% 383.58 383.35 RCP 8 DI-3C CG-2 6 389.92 VDOTSTD. IS-1 REQ'D 7 18 42.57 0.54% 383.25 383.02 RCP 6 DI-38 CG-6 10 390.42 VDOTSTD. IS-1 REQ'D 5 18 107.84 0.55% 382.92 382.33 RCP 4 DI-3C CG-6 6 389.83 VDOTSTD. IS-1 REQ'D 3 24 66.01 5.410 374.50 370.93 RCP 2B MH CG-2 N/A 376.00 VDOTSTD. IS-1 REQ'D 2A 24 65.92 2.62% 370.83 369.10 RCP 20 DI-38 N/A 8 391.00 VDOTSTD. IS-1 REQ'D 19 15 48.42 1.38% 386.00 385.33 RCP EX-D07 E1F0I-3B NIA 6 404.14 VDOT STD. IS-1 REQ'D 15 53.80 1.21% 397.06 396.41 RCP EX,D06 E)FDI-2B CG-6 6 403.82 VDOT STD. IS REQ'D 15 43.76 0.71% 396.31 396.00 RCP 32 DI-3C CG-6 6 402.00 VDOT STD. IS-1 REQ'D 31 15 96.04 0.50% 389.20 388.72 RCP 30 DI-38 CG-2 16 406.00 VDOTSTD. IS-1 REQ'D 29 24 23.96 0.63% 388.62 388.47 RCP 28 MH NIA N/A 406.08 VDOTSTD. IS-1 REQ'D 27 1 24 91.08 0.54% 388.37 387.88 RCP 26 MH CG-6 N/A 402.33 VDOTSTD. IS-1 REQ'D 25 24 103.57 0.51% 387.78 387.25 RCP 24 DI-313 CG-6 8 397.00 VDOTSTD. IS-1 REQ'D 23 24 47.73 0.52% 387.15 386.90 RCP 22 DI-3B CG-6 6 396.67 VDOT STD. IS-1 REQ'D 21 24 134.65 1.89% 386.80 384.25 RCP ED-D09 1E)FDI-3B CG-2 6 397.30 VDOTSTD. IS-1 REQ'D 15 53.69 0.80% 390.17 389.74 RCP EJF1305 ED-DI-3B NIA 6 396.45 VDOTSTD. IS-1 REQ'D 15 67.01 0.50% 389.64 389.30 RCP 44 DI-3B CG-6 12 392.58 VDOTSTD. IS-1 REQ'D 43 15 77... 2A6% 385.25 383.35 RCP 42 DI-3C CG51 388.50 VDOT STD. IS-1 REQ'D 41 15 30.22 1.65% 383.25 382.75 RCP UGD-2 UGD MH NIA N/A 386.88 VDOT STD. IS-1 REQ'D UGD 36 85.10 0.50% 376.17 375.75 RCP UGD-1 UGD MH N/A N/A 381.79 VDOT STD. IS-1 REQ'D 37 15 7.18 5.57% 375.65 375.25 RCP 36 MH NIA N/A 382.08 VDOT STD. IS-1 REQ'D 35 - 29.54 6,77% 373.00 371.00 RCP 1B MH WA I N/A 374.50 VDOTSTD. IS-1 REQ'D 1A 30 7.91 0.74% 369.00 368.94 RCP 40 DI-313 NIA 10 388.17 VDOTSTD. IS-1 REQ'D 39 15 100.77 7.0270 383.67 of .60 RCP 38 DI-3C NIA 6 382.00 VDOTSTD. IS-1 REQ'D 37 15 7.21 10.40% 376.50 375.75 RCP 38 DI-3C WA 6 382.00 37 15 7.30 6.85% 377.75 377.25 RCP 52 DI-38 CG-2 12 431.50 VDOTSTD. IS-1 REQ'D 51 15 125.80 8.27% 427.00 416.60 RCP 50 DI-38 CG-2 16 422.67 VDOTSTD. IS-1 REQ'D 49 15 51.33 6.14% 416.50 413.35 RCP 48 1DI-38 CG-2 16 419.67 VDOTSTD. IS-1 REQ'D 47 15 81.89 1 7.51% 413.25 407.10 RCP 46 DI-313 NIA 14 413.50 VDOTSTD. IS-1 REQ'D 45 15 127.72 5.68% 407.00 399.75 RCP ti Lic. No. 035791,E 4/19/21 ¢�'41 Z O J < a C k U < Z LU o to O z O LU H u Z c LU / c LU ° li o i z w � I f t ! O F- F- F F i U Z Z Z w w w I z i f f ° 0 0 0 0 E W tail tail tail - i Q Q Q t t I m a a a a w w w i CC V) (n (n [ d w w w ` O ac ac ac C LUL i L c ° 6 c a p 0 N ti O� in N N M (71 L0 zU Z M < N N 0 ° o � � M ^ L.L 3 I LU° N N � N N W N ~� W N a LU -J 0 C J J z L > U) W L n J � UJ 3 W Q vZ v i U Upper Wall Ditch Job Number: 182150 Designed By: AML Q° ° / l I Max S-5D% Max V=30fps EC-2,MaxV=4.0fps EC-3TypeA, MaxV--7.0 fps Sta From Sta To T (min) C Value Area (aa) CA ecu I (n/hr) Q (cfs) Slope (ft/ft, Faith mn 0.03) Jute(Sed) (n--0.05) Paved (n�0.015) I" (in/hr) Q' (cfs) Depth' (ft) Min.Design Width (ft) Vel. Depth VeL Depth Vel. Depth (Depth) (Type) 2+60 1+00 11.0 0.30 0.28 0.08 4.4 0.37 0.0455 2.33 jps 0.23 ft 5.40 0.45 0.29 ft 10" Faith 5.00 ft 1+00 0+00 12.0 0.30 O.1S O.14 4.3 059 0.2368 3.28fps 0.24ft 5.30 0.73 0.26ft ]0" Jute S.00ft Note: Ditch terminates at YD-3 2+60 3+50 1 11.0 1 0.30 1 0.19 0.06 1 4.4 1 0.25 10.0294 11.79fps 1 0.22 ft I 1 5.40 1 0.31 1 0.24 ft I10" Earh 5.00 ft Note: Ditch terminates at YD-5 6+80 5+50 12.0 0.32 0.76 0.24 1 4.3 1 1.05 0.0661 2.40fps 0.38ft 5.30 1 1.29 1 0.41 ft ]0" Jute 5.00ft 5+50 4+50 11.0 0.36 0.40 0.39 1 4.4 1 1.70 0.0280 1.99 fps 0.53 ft 5.40 1 2.09 1 0.58 ft In" Jute 5.00 ft 4+50 3+50 11.0 1 0.30 0.25 0.46 4.4 2.03 0.0669 2.88 jps 0.49 ft 5.40 2.50 0.52 ft 10" Jute 5.00 ft Note: Ditch terminates at YD-5 6+80 7+69 1 12.0 1 0.30 0.22 0.07 1 4.3 1 0.28 10.11731 1 1 2.10 fps 1 0.21 ft I 1 1 5.30 1 0.35 1 0.23 ft 1 10" Jute 5.00 ft Note: Ditch terminates at YD 14 W Y U 0 W 0 ° C o Ul U) M 1 1 1 c ° W W 1 0 0 w z .�1 z '�// )� � �/J N Z � J O W 0 Qa 0 a (D > 0 c) CN :� / - _% //// / _ EXISTING STREAM I I I I I 1 V V A V V A\ - .\ \\\\v ��//i o - EXISTINGSTREAM JOB NO. -1° ® \ \ \.\ , /f � a. �_\_ / /. " I So I \ o \a5 \ so \ \ ioo 182150 .0 /------ ® C--> \ SCALE _ z v I v v v 1 „_50' c \ \ \ \ \ \ \ ° ®® -__ \\ _I\� -\ r �' ,1 itt\ch\_ \50 It SHEET \ --\ \\ \\\\ \ \ -///� \I I II I \ \ \\ \ \ II \\ \ \ SHEET NO. n / Structure / - / Area (Acres) Cw to (Min.) 4 0.12 0.86 5.0 6 0.13 0.78 5.0 8 0.11 0.68 5.0 12 0.30 0.74 6.0 16 0.13 0.78 6.0 / 18 0.10 0.78 6.0 20 0.17 0.76 6.0 / 22 0.09 0.75 5.0 24 0.16 0.69 5.0 30 0.31 0.70 5.0 32 0.10 0.59 6.0 36 0.10 0.90 5.0 38 0.16 0.80 5.0 40 0.09 0.63 5.0 42 0.15 0.64 5.0 / 44 0.33 0.70 6.0 46 0.15 0.75 5.0 48 0.17 0.75 5.0 50 0.21 0.80 5.0 52 0.12 0.80 5.0 ROOF1 0.22 0.90 5.0 ROOF2 0.20 0.90 5.0 ROOF3 0.20 0.90 5.0 ROOF4 0.14 0.90 5.0 ROOF5 0.08 0.90 5.0 ROOF6 0.06 0.90 5.0 ROOF7 0.07 0.90 5.0 YD-1 0.22 0.39 7.0 YD-3 0.18 0.30 12.0 YD-4 0.30 0.30 11.0 YD-5 0.79 0.35 12.0 YD-7 0.07 0.90 5.0 YD-8 0.06 0.70 5.0 YD-9 0.05 0.65 5.0 1D-10 0.05 0.65 5.0 / YD-11 0.03 0.65 5.0 YD-12 0.04 0.60 5.0 YD-13 0.76 0.32 12.0 YD-14 0.22 0.30 12.0 YD-15 0.14 0.30 8.0 YD-16 0.05 0.30 7.0 EX-D06 0.16 0.63 6.0 EX-D07 0.11 0.70 6.0 EX-D05 0.23 0.65 6.0 ED-D09 0.07 0.70 6.0 ^^�,111 QF C Design Year: Project: BrookhID Block 8B Sob#: 182150 Prepared by: AML, PE !� Design Storm Yesr= 10 10 O SCOTT R. LLINSZ O U Lic. No. 035791,E °0 4/19/21 w4 �� l z IONAL IVE w Z 7 Z N Z J O U F o w v O Z w g o u c W o o f V i 0 F F F p i V c2< w w w i v OZ J Q f f f N U i f f (� � < a z V OV OV OV ~ v r / t, ? < <Ef) <Ef) Z M v r Z (n m W Ooz ¢ O - s d d d -3 F J m Q Z < Q 0 0 0 � ~ < < 1n 1n 1n m y w w LU a o H m d J LU LU Q LU d L� W W W u N W � 0 U W `o tY a 0 a a c 0 0% O1 01 .--I U W .-i O, '-I .--1 .--1 -1 \ -1 \ N 0 Q.--I .--I .\-I N N C Q \ n ^ .--I N O n\.1 U 0 a v 0 C J a z° M M Q 0 N J v ° ° 3 co v N 1 W ° a N T 0 W N v w W d -� o Q c J ° > u 0 o w L ga c L9 D w -i0 J 3 co <U c = U ° v U w u 0 W U Q z a w 0 <�/ o c 0 O z w J w w w Z_ N O LL u w VJ Z J O W ° 0 N d Q 0 O > V O O O U x N s W ° U J ti N N W E O W U) O o_ to � JOB NO. 182150 0 SCALE ° N/A ° SHEET NO. a 19 Cr 111 1 •1 111 ���®------_-- ------------------ ��------_-- INLET OUTLET WATER �o Da Qo Ss Hr JUNCTION LOSS FINAL INLET WATER R PIPE DESIGN n = 0.013 Pipe Hydrology Pipe � (/I m Si o N c W a � 01 E m m v � w °o � u � N C y N 0 Q � c � .0 E j � C N U �• d M > r E a O > > � aSi LL K Rpe run: S1R-18 - STn-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 4.63 2.49 0.16 16 14 0.13 0.78 0.101 0.359 6.16 6.30 0.64 2.26 391.00 384.43 209.0 0.013 0.0314 15 11.45 7.24 0.46 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 16 7.72 4.86 0.15 6 4 0.13 0.78 0.101 1.265 7.27 6.00 0.61 7.56 382.92 382.33 107.8 0.013 0.0055 18 7.79 5.02 0.36 4 2B 0.12 0.86 0.103 3.633 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 1B 0.00 0.90 0.000 3.633 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: SiR-20 - STR-6 20 6 0.17 0.76 0.129 0.129 8.00 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 - STr2-4 IX-007 IX-DD6 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 0.26 IX-D06 32 0.16 0.63 0.101 0.178 6.26 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 28 24 0.00 0.90 0.000 2.078 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 0.68 0.110 2.312 13.46 4.77 0.53 11.02 387.15 388.80 47.7 0.013 0.0052 24 16.31 5.57 0.14 22 4 0.09 0.75 0.068 2.379 13.80 4.75 0.32 11.29 386.80 384.25 134.7 0.013 0.0188 24 31.10 9.04 0.25 Rpe run: IX-STR-D09 - SiR-32 EI}DD9 IX-DDS 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 IX-DDS 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: SiR-04 - OIJI 49 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 0.0248 15 10.13 6.29 0.21 42 UGU2 0.15 0.84 0.086 0.543 12.33 4.95 0.47 2.68 383.25 382.75 30.2 0.013 0.0185 15 8.30 8.02 0.06 11GU2 11GU1 0.00 0.90 0.000 0.543 12.41 4.93 0.00 2.69 376.17 375.75 65.1 0.013 0.0050 36 47.16 3.59 0.40 11061 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 1B Olfl 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: SiR-00 - SiR-11GD1 40 38 0.09 0.63 0.057 0.057 5.00 6.87 0.38 0.36 383.87 376.60 100.8 0.013 0.0702 15 17.12 5.60 0.30 38 11061 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: SiR-38 - SiR-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: SiR-52 - SiR-32 52 50 0.12 0.80 0.096 0.219 12.13 4.98 0.48 1.09 427.00 416.80 125.8 0.013 0.0827 15 18.58 8.14 0.26 50 48 0.21 0.80 0.168 0.387 12.38 4.94 0.83 1.81 416.50 413.35 51.3 0.013 0.0614 15 16.01 6.71 0.10 48 46 0.17 0.75 0.128 0.758 12.49 4.92 0.63 3.73 413.25 407.10 61.9 0.013 0.0751 15 17.70 11.40 0.12 Rpe run: Y61 - SiR-2 V 61 4 0.22 0.39 0.086 0.086 7.00 6.07 0.52 0.52 380.00 379.50 35.6 0.013 0.0141 12 4.58 3.80 0.16 Rpe run: Y654 - STR-42 YD-4 YD3 0.30 0.30 0.090 0.090 11.00 5.18 0.47 0.47 419.00 403.50 103.6 0.013 0.1498 12 14.93 8.55 0.20 VU3 YU2 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 V 62 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 Rpe run: Y612 - STR-46 Y612 Y611 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 YD71 YD10 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 Y610 YD-9 0.05 0.85 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 YD-9 YUB 0.05 0.65 0.033 0.109 5.43 6.53 0.21 0.71 424.00 419.00 68.2 0.013 0.0567 12 8.19 8.76 0.22 V68 Y67 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 V67 Y66 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 V 66 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: Y613 - 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 12.84 0.03 Rpe run: YD-16 - S7R-52 YD-16 Y615 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 Y614 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 Y614 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 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N N rC N U C N O N C 9 O N U O p � O 3 U N t N N ° � � a rn a H o m 3 0 J K `o_ 3 E c �° _ rn A oO � p` U > � ¢ U O O O vi in � rn rn � left 0.06 0.86 0.052 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0200 1.0000 5.68 right 0.06 0.86 0.052 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0200 1.0000 5.68 4 3C 6.0 combined flow 0.4 0.07 0.154 3.52 Maximum allowable spread=10' left 0.05 0.68 0.034 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0200 1.0000 4.86 right 0.06 0.68 0.041 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.20 8 3C 6.0 combined flow 0.3 0.06 0.124 2.84 Maximum allowable spread=7' left 0.05 0.59 0.030 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0833 4.1650 4.61 right 0.05 0.59 0.030 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0833 4.1650 4.61 32 3C 6.0 combined flow 0.2 0.05 0.106 2.43 Maximum allowable spread=7' left 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.17 right 0.11 0.80 0.088 0.35 0.00 0.35 0.0010 0.0200 2.0 0.0200 1.0000 6.94 38 3C 6.0 combined flow 0.5 0.08 0.177 4.07 Maximum allowable spread=7' left 0.07 0.64 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.39 right 0.08 0.64 0.051 0.20 0.00 0.20 0.0010 0.0200 2.0 0.0200 1.0000 5.67 42 3C 6.0 combined fbw 0.4 0.07 0.146 3.36 Maximum allowable spread=l0' TH OFF O SCOTT R. LLINSZ U Lic. No. 035791 °P. 420 4/19/21 w4 ��IONALCD z z N z J O U F o w ul H Cc w o O Z g ° W c O f O V > O F F F p i OZ co V w w w 0 ° J -le > U �/\ a 0 0 0 0 \/�� V ' r V) m W < < < Z N z J O a w w w w o * gutter longitudinal slope of 0.001 should be used in a sump condition O o O w - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth z -1 m o 0 0 2 3 - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities w a un vLU wi vwi m NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. �..� m d w w w J Lu LU Q uwi d o W Lu W w U IJ. N N w o U w � `o 11 o� a 0 ON O, O1 ON rl U Q N p N ti O� rn ❑ "'� \ N N O U O E 0 C J a O z 0 f� M M Q 0 O > J N ° ° * gutter longitudinal slope of 0.001 should be used in a sump condition M 3 grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities r a NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. Uj N ` T O 1 ° N W > J a Q ° LLI O J � J z ` > H O ° w ga c O ' _ 0 L9 m U 3 Q 00 Q = U u u U w 0 ' a U z a W O �Q ° LL o mc c� z for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr W w W J w z Z N r_ U) T z y J W ° < o �< O D V > O O U O x N s U w ° J N ti w E w ' ce 2 0 a � JOB NO. 182150 0 m SCALE ° N/A c SHEET NO. a for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 20 s IEO N INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N o. o_ O N O U C 3 d rn � o o 0 s � N � � O W O C � y ii m ° 3 `m `` � � a � 9 n � 0❑ £ � � rn E a > � ¢ ti Q U Cf O fJ ui . rn 3 � left 0.06 0.86 0.052 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0200 1.0000 6.82 right 0.06 0.86 0.052 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0200 1.0000 6.82 4 3C 6.0 combined flow 0.7 0.10 0.212 4.87 Maximum allowable spread=l0' left 0.05 0.68 0.034 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.83 right 0.06 0.68 0.041 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0200 1.0000 6.24 8 3C 6.0 combined flow 0.5 0.08 0.171 3.93 Maximum allowable spread=7' left 0.05 0.59 0.030 0.19 0.00 0.19 0.0010 0.0200 2.0 0.0833 4.1650 5.53 right 0.05 0.59 0.030 0.19 0.00 0.19 0.0010 0.0200 2.0 0.0833 4.1650 5.53 32 3C 6.0 combined flow 0.4 0.07 0.146 3.35 Maximum allowable spread=7' left 0.05 0.80 0.040 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0200 1.0000 6.20 right 0.11 0.80 0.088 0.57 0.00 0.57 0.0010 0.0200 2.0 0.0200 1.0000 8.33 38 3C 6.0 combined flow 0.8 0.11 0.245 5.62 Maximum allowable spread=7' left 0.05 0.64 0.032 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0200 1.0000 5.70 right 0.10 0.64 0.064 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0200 1.0000 7.39 42 3C 6.0 combined flow 0.6 0.09 0.202 4.64 Maximum allowable spread=10' INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrva ology Curb and Gutter Inlet d a @ U C ✓K d r N O 3 x Q fTl N C 3 nr 3 m c y � m 'o � o � o 0 3 u m m � o � � E l0 O O w N "m m pO c a FL > � ¢ U U d O C7 rri N � � rn � w° ni in v�' � z ui (7 O c'6i � 6 3B 10.0 0.13 0.78 0.101 0.41 0.00 0.41 0.0200 0.0200 2.0 0.0200 1.0000 4.17 0.83 2.0000 0.0833 0.0892 6.85 1.46 1.00 0.41 0.00 Maximum allowable spread=7' 12 3B 14.0 0.30 0.74 0.222 0.89 0.00 0.89 0.0138 0.0200 2.0 0.0200 1.0000 6.00 0.66 2.0000 0.0833 0.0750 9.44 1.48 1.00 0.89 0.00 Maximum allowable spread=7' 16 3B 8.0 0.13 0.78 0.101 0.41 0.00 0.41 0.0451 0.0200 2.0 0.0833 4.1650 3.58 0.97 3.5192 0.1466 0.1622 6.10 1.31 1.00 0.41 0.00 Maximum allowable spread=7' 18 36 8.0 0.10 0.78 0.078 0.31 0.00 0.31 0.0451 0.0200 2.0 0.0833 4.1650 3.25 0.98 3.5192 0.1466 0.1637 5.43 1.47 1.00 0.31 0.00 Maximum allowable spread=7' 20 3B 8.0 0.17 0.76 0.129 0.52 0.00 0.52 0.0249 0.0200 2.0 0.0833 4.1650 4.39 0.93 3.5192 0.1466 0.1564 5.78 1.38 1.00 0.52 0.00 Maximum allowable spread=l0' 22 3B 6.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0249 0.0200 2.0 0.0833 4.1650 3.44 0.98 3.5192 0.1466 0.1637 4.28 1.40 1.00 0.27 0.00 Maximum allowable spread=l0' 24 3B 8.0 0.16 0.69 0.110 0.44 0.00 0.44 0.0425 0.0200 2.0 0.0833 4.1650 3.74 0.96 3.5192 0.1466 0.1608 6.24 1.28 1.00 0.44 0.00 Maximum allowable spread=l0' 30 3B 16.0 0.31 0.70 0.217 0.87 0.00 0.87 0.0425 0.0200 2.0 0.0200 1.0000 4.82 0.77 2.0000 0.0833 0.0842 12.23 1.31 1.00 0.87 0.00 Maximum allowable spread=7' 40 3B 10.0 0.09 0.63 0.057 0.23 0.00 0.23 0.0598 0.0200 2.0 0.0200 1.0000 2.73 0.96 2.0000 0.0833 0.1000 6.95 1.44 1.00 0.23 0.00 Maximum allowable spread=7' 44 3B 12.0 0.33 0.70 0.231 0.92 0.00 0.92 0.0378 0.0200 2.0 0.0833 4.1650 5.05 0.88 3.5192 0.1466 0.1490 8.60 1.39 1.00 0.92 0.00 Maximum allowable spread=7' 46 3B 14.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0701 0.0200 2.0 0.0200 1.0000 3.43 0.89 2.0000 0.0833 0.0942 10.08 1.39 1.00 0.45 0.00 Maximum allowable spread=7' 48 36 16.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0800 0.0200 2.0 0.0200 1.0000 3.51 0.89 2.0000 0.0833 0.0942 11.06 1.45 1.00 0.51 0.00 Maximum allowable spread=7' 50 3B 16.0 0.21 0.80 0.168 0.67 0.00 0.67 0.0563 0.0200 2.0 0.0200 1.0000 4.16 0.82 2.0000 0.0833 0.0883 11.61 1.38 1.00 0.67 0.00 Maximum allowable spread=l0' 52 3B 12.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0543 0.0200 2.0 0.0200 1.0000 3.39 0.90 2.0000 0.0833 0.0950 8.69 1.38 1.00 0.38 0.00 Maximum allowable spread=10' INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 inlhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � n o C � V C O C h n N fV N N 0 � 0 O w 0 u ° � o c'o � o m g � `° °' � a; 'c o 3 � � rn c O t`, p` m c° u rn � m � E 9 ❑ k 3 3 d 3 m - � - c is m o. > � ¢ U U CJ O d ai U 3 u1 w � w � fn u1 � w w d O o � 6 3B 10.0 0.13 0.78 0.101 0.66 0.00 O.fi6 0.0200 0.0200 2.0 0.0200 1.0000 5.01 0.74 2.0000 0.0833 0.0817 8.85 1.13 1.00 0.66 0.00 12 3B 14.0 0.30 0.74 0.222 1.44 0.00 1.44 0.0138 0.0200 2.0 0.0200 1.0000 7.20 0.58 2.0000 0.0833 0.0683 12.24 1.14 1.00 1.44 0.00 16 3B 8.0 0.13 0.78 0.101 0.66 0.00 O.fi6 0.0451 0.0200 2.0 0.0833 4.1650 4.30 0.93 3.5192 0.1466 0.1564 7.65 1.05 1.00 0.66 0.00 18 3B 8.0 0.10 0.78 0.078 0.51 0.00 0.51 0.0451 0.0200 2.0 0.0833 4.1650 3.90 0.95 3.5192 0.1466 0.1593 6.77 1.18 1.00 0.51 0.00 20 3B 8.0 0.17 0.76 0.129 0.84 0.00 0.84 0.0249 0.0200 2.0 0.0833 4.1650 5.26 0.87 3.5192 0.1466 0.1476 7.34 1.09 1.00 0.84 0.00 22 3B 6.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0249 0.0200 2.0 0.0833 4.1650 4.13 0.94 3.5192 0.1466 0.1578 5.36 1.12 1.00 0.44 0.00 24 3B 8.0 0.16 0.69 0.110 0.72 0.00 0.72 0.0425 0.0200 2.0 0.0833 4.1650 4.49 0.92 3.5192 0.1466 0.1549 7.83 1.02 1.00 0.72 0.00 30 3B 16.0 0.31 0.70 0.217 1.41 0.00 1.41 0.0425 0.0200 2.0 0.0200 1.0000 5.78 0.69 2.0000 0.0833 0.0775 15.76 1.02 1.00 1.41 0.00 40 3B 10.0 0.09 0.63 0.057 0.37 0.00 0.37 0.0598 0.0200 2.0 0.0200 1.0000 3.28 0.90 2.0000 0.0833 0.0950 8.79 1.14 1.00 0.37 0.00 44 3B 12.0 0.33 0.70 0.231 1.50 0.00 1.50 0.0378 0.0200 2.0 0.0833 4.1650 6.05 0.81 3.5192 0.1466 0.1388 11.01 1.09 1.00 1.50 0.00 46 3B 14.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0701 0.0200 2.0 0.0200 1.0000 4.12 0.83 2.0000 0.0833 0.0892 12.77 1.10 1.00 0.73 0.00 48 3B 16.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0800 0.0200 2.0 0.0200 1.0000 4.21 0.82 2.0000 0.0833 0.0883 14.09 1.14 1.00 0.83 0.00 50 3B 16.0 0.21 0.80 0.168 1.09 0.00 1.09 0.0563 0.0200 2.0 0.0200 1.0000 4.99 0.75 2.0000 0.0833 0.0825 14.83 1.08 1.00 1.09 0.00 52 3B 12.0 0.12 0.80 0.096 0.62 0.00 O.fi2 0.0543 0.0200 2.0 0.0200 1.0000 4.07 0.84 2.0000 0.0833 0.0900 11.01 1.09 1.00 0.62 0.00 STRUCTURE DRAINAGE D FLAW TYPE INLET TYPE AREA (FT PERIMETER (FT)(FT) A (ACRES) C I ( Q HEIGHT OF )BJECT=3.5' 425 / \ 25 420 / XISTING GRADE \ 20 415 415 / INE OF SIGHT 410 410 / HEIGHTOF / OBJECT=3.5' 405 405 HEIGHT OF OBJECT=3.5' / S�GyTO/ST 400 F �,o, 00 HEIGHT OF PROPOSED GRADE OBJECT=3.5' 395 95 INTER ECTIO�J O W�SLEY LPROFILESLEYCIRCLE v SIGHTDISTANCE 390 390 tD LO H .t O N 1p N Ln n 00 0) 00 N 0) M 'n V0 lD LD It 0) N 0) O M H O n O O H O H �(1 O H M H O N M ll) O N ri) V0 O N O 1� O N O I� O N 00 It 0) N V1 0) It It It It It 't a s It It a s It m a m 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 4+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. C I 430 425 420 415 410 0 1E GH50F_,.J BJECT=3.5' 400 395 O O S HEIGHT OF r STING GRADE-\ / WEI PROPOSED G OF SIGHT I CO m N O 0) 00 H N 00 N M l!1 In OD H lD 't N 0) 1" N 1, M M H 0) It ltl 1p 0) �t N N li A O) 00 O O H O N O N O M O M O N O) .t .t t d It S 't .t It It It It It m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 420 415 410 405 400 395 390 385 HEIGHT OF OBJECT=3.5' 38o 1 375 Cp .t n M INTERSECTION OF ESLEYI CIRCL &ARCHER AVENUE SIGH DISTAINCE PROFILE i LINE OF SIGHT j HEIGHT OF EYE=3.5' / XISTING GRADE r GRADE n It 00 ID 0) O lD H V) N W/ (3) N N L!1 O M 0) .t 0) l!1 00 N O M I� 00 00 0) 0) O O H H N N m m m m m It It I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 435 430 425 420 415 410 405 HEIGHT OF OBJECT=3.5' 395 C 0+00 0+5o 1+00 i+5o 2+00 2+50 3+00 3+50 4+00 425 420 415 410 405 400 395 390 385 38o 375 Lic. No. 035791,E 4/19/21 ¢�'41 Z O J < a i k Z w p Ul O Z 0 H u .. Lu u Lu ° w o z L w i f � ! O F F F F U Z Z Z z M: M: M:c 0 0 0 0 E w En En E i ac Q Q Q t ca w w w i CC 1n 1n 1n c d w w w ` W inc inc incE E i Lu c 0 0 0 � 0, 0, w N N cc M � n O L Cy) �z M Cn N J M 1 w N O N ~� N W > J J Q J z J w ,___, IL O r l � O J W U 00 z _ U H M w v 0 O ul j w J zw J T w 0 O O LLL�..LLL/ =3.3�5' O 0 N M W U w J ti 0 w O a uu 2 to JOB NO. 182150 SCALE 1 11=50' SHEET NO. 21 � f /L -41 75 o / / tiI' � / r /\ FI''� / i \ Q \ UAP NOTE: - MATCHLINE - SEE SHEET 2 1. STREET TREES PROVIDED 50' O.C. AND 5'-1o' FROM PROPOSED UTILITIES. 3 — ' 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE J --- MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES w I I SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. �j - _ - _, _ � SUAP HISTORIC BROOKHILL - \ \ 28 PAT, HOUSE PARS L — — — w 3 PT 1 UAP 5 .. N• � _ � 11 11 \ \ 1 LANDSCAPE & TREE CANOPY REQUIREMENTS TREE CANOPY REQUIRED: i5%OF7.402AC=im.AC TREE CANOPY PROVIDED: EXISTING TREE PRESERVATION & STREET TREES TO REMAIN=0.45 AC PROPOSED LANDSCAPING = 0.76 AC TOTAL TREE CANOPY PROVIDED =1.21 AC PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS: REQUIRED LANDSCAPING 1/10 SPACES = 28 SPACES QiTREE / 10 SPACES = 3 TREES REQUIRED TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 7TREESPROVIDED ' Lic. No. 035791,E 4/19/21 ¢�'41 \v I \ I Wv� , w\�w / \ � /\ � / W w /I \w ;l,/ I w I v w � - � —m ✓ / � — � V j � � .I w� b � // ��w y/ // //' / \I // 1 R www - � I 1 /V / aVW , / � �w ✓� / wwWw / / I . / v� / � WW ww / �Www / , 7C� m J v vw / w w / �wW L / / � ' / w w w i � � I II/ f j I I — II • i � I Z ti Z , 3 � — PB 3 9 —0 - � � � I � . I ' � � ( � � / z �L .� S I - R I - �� - l_ 1� _ - � _ _ A � \ ' A \ � w � \ � \- \ - A \ � I v 1 5 J V . J N n r O R / � C j O N F � - K � F � F R � � O DI /LO . TU/N / /A ' ER / / N W / E B - cal. i 2gPVR Z 394 FF"•� I I O PROJECT BOUNDARY k1ozvU/ LIMITS OF 4-/ � ASL NOTE: PROPOSED SLOPES STEEPER THANG- �EENWAY-(TYP.) N/Szp, W3a SHALL BE PLANTED WITH NATIVE STEEP Lu LOPE CASS BY 0OiERNST CONSERVATION SEEDSAIX WITH ANNUAL TARATE OF 6o LBS PER ACRE, OR 1 LB PER 1000 SF. OPEN SPACE C= Lu 0-79 ACRES / P/////J/� 'PROPOSED /� OF TREE CLEARING 6 JGo� mH Fu`a FZwfOw�do Fwvawai Fwwa F U Z Z Z z f f fwwd c 0 0 00 En Q Q QL caw w w i cc n In In c w w w cccccc Ew // / I�C w��hb /i / / / / O � �V��WO \,'/ /� / ' % / .w�,�// �iO,-� / / ' .�w��y / U/ � , . w W �i, \ � � I �� O�o�����'� I / I yw �,.Wd vi,�,•� '/ _ .I ,:�,i� %wva: ,' I �\ � y . �� i,,, I�/ � � Q w Wy��X , �/ / ,� /\/ v / �/ W� / \I// / \ / /w l : l � am d�, A�. _ —�_ V l( �Q� I� N � V \ / ; /.w�I v I � / \ W.���V y , /\ /WI / V � Y/I W� I" / I II /l I �/ I // II � I I �1 ,I/ I I�I // /I I �I / II / I/l /I� / / I II/ I / / lI // II/ �/ I II �II / / /I � /III/ l_/ . III �II I�I I �/// I � // I // / / /I I /� I / / /I / I l I/I // I/I // I I— /// I // I/ / I/I l /I I / // / / /�ll / /l l/ ./ / // / ` -' � _ :� � � I I » _I v � I ��/I w /� a 4 �� � 37 6 —�s � - - - , -' � 3,_ 8- 4 .i-. ce � 11I � y- '; .�0� ID, I'I I ' 4I �I5I r4I� 3IIIfJ�N I� - I I-I � — I II •z- I/ 1 i�` - ' /i; -/�_ 3 I�. l-3 y — � 7� L-_- �_-� - a —_1 ' _� ,� — -1 — t _I ' I \ \� - - 1 -i - -� - �-, \/ \ � \s - / A�, - - \ m -/_ � " �_. � � / - I � ' - • 1�1O � // � I � I ` � Wz / ; 3l - 3 / —� — /r e — 8�II W � —93 �—/1 3Mfi/ So\ y8o - bP , . V_Q - �D/ --aJ -� B—V �-u_� ,i� _ _.__ �\•�Q_A \/e X3mLS� _/_I�Ss� /MS��rgRT 'Y �� �%R6 r -. �O? -' - r_ _ � P-v — O / c�/Sr /' 'r l— � _. D a_ — i—/ � A_ '� i/ • i- v 3.— �\, ' P rT� �,� ✓7`-� � S / / IV , / I/ / � j 1 / // / � I �/ / \/ \/ / / I / � / .// / / / / / i / / / � / , % / / y " / � Q Mma CNOCNp_Wz ni) � �1 I N CzQ7 PROPOSEDTREE o�j PROTECTION FENCING 38JN Jm Lu as r4r4 E 40t/ �LLS3QS J111PCy) c(yi > o Lu NOTES: _372 i. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON ��— N 0 FOLLOWINGTHE ISSUANCE OFTHE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE D--- ¢ DEVELOPMENT. i 2. ALL LANDSCAPING AND SCREENING SHALL o BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY 4 OWNERS ASSOCIATION, AND REPLACED oWHEN NECESSARY. REPLACEMENT > Z U) MATERIAL SHALL COMPLY WITH THELu LL APPROVED LANDSCAPE PLAN. m XISTING PROPERTY LINE (TYP.) OS - - ---EXISTINGSTREET TREES SEE APPROVED BROOHILL ROAD PLAN (SUB201700117)00 C) 0 t - as o omoo- m3E • • f � C J , C v • • � p O - n u b • e .� . . � • n • • • • • • � � • • � � Y � ' � � _ ! ► ` 1 � 1 ' Ii ce/ ' � O � • _ • � • . � =� . � it � � l l lI / /O � � ,! Yf II•= O `` -- I - t � y �' � w i• =� ' • m �0p• . i ' x' w , a 5 , � � ` �. I . � . �� 1 / 1 ' c • � n r l • • _ • • . . y jj • ��jj a . � v i m 1 � E A � IU ,I I JOTE: ANY PORTION OF THE 3o'BUFFER ALONG WOODED OR THAT IS DISTURBED DURING GRADING OLC) GROUNDS ROAD THAT IS NOT CORRECTLY INVFOR THE DEVELOPMENT OR ROADWAY IMPROVEMENTS SHALL BE PLANTED AND D • DECIDUOUS • D VERGREEN SHRUBS AND TRESS TO BE APPROVED NAlN ! TREE BY THE DIRECTOR OF PLANNING. N FENCING LIMITS • EARING JOB NO. 182150 AP HIC SCALE SCALE IN FEET O• PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY CANOPY TREES ASL ACER 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 ULMUSAMERICANA'PRINCETON' PRINCETOW ELM 2-1/2" cal. 30 CIS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 20 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 2 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 8 JV JUNIPERUSVIRGIN IANA EASTERN REDCEDAR 4-5'ht. 23 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 17 PT PINUSTAEDA LOBLOLLY PINE 4-5'ht. 13 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 36 JGO J LIN I PERLIS VI RGI N IANA'GREY OWL' GREYOWL'JUNIPER 24" min. 193 JN JASMINUMNUDIFLORUM WINTERJASMINE 24" min. 268 NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 70 PAT PEROVSKIAATRIPLICIFOLIA RUSSIAN SAGE 24" min. 28 PVDB PAN ICUM VIRGATUM'DALLAS BLUES' DALLAS' B ?A" min PVR PANICUMVIRGATUM'ROTSTRAHLBUSCH' ROTSTRA 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 JUNIPERUSVIRGINIANA 23 16 368 LIQUIDAMBARSTYRACIFLUA'ROTUNDILOBA' 27 206 5562 MAGNOLIA VIRGIN IANA 17 113 1921 NYSSA SYLVATICA 8 123 984 PINUSTAEDA 13 207 2691 QUERCUS SHUMARDII 20 329 6580 ULMUSAMERICANA'PRINCETON' 30 397 11910 Ome `��� • _ ` i a•3 �` f ri ri . • I� '�o Y LSR / �w Tree Planting and Staking Detail 3 LSR / �e Not To Scale 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 tll�lfel:lgazq:7_19y TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Landscape Notes CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE V / 34}� ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. \ CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN TOTAL: 33206 ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL \ �/£ BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. LANDSCAPING CALCS: - \ NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS / / APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. BLOCK 8B 14.432 AC . GREENWAY 4.04AC ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE EXISTING ARCHER AVENUE & 3 3 / OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A \ / I I LAP MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE / / 2UA J I /. �\ EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS POLO GROUNDS ROAD R/W NOT INCLUDED \ 42 I / _ �O� �9- NOTE: PROPOSED SLOPES STEEPER THAN WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE OPEN SPACE WEST OF STELLA DRIVE 1.5 AC / \ / - O� JFr 3:1SHALL BE PLANTED WITH NATIVE STEEP. GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR 7 38JGO v - g 05�Q SLOPE MIX WITH AN NUAL RYEGRASS BY TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND BUFFERS WEST OF ARCHER AVENUE 1.49 AC \ / / �OJ ERNST CONSERVATION SEEDS ATA RATE 4- TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN TOTAL: 7.4o2AC w \ / /' �O�YC OF6oLBSPER ACRE,OR2LBPER 2,000SF. T DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 02 AC 4zz p �6, y / EXISTING LIMITS OF MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). J•4 � � W DEDTREELINE DEVELOPMENT AREA &DENSITY = 110 UNITS/7.402ACRES = 14.9 DUA % </ / r / / i 00 CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL REQUIRED LANDSCAPING: 1 %OF 02 AC = i.iiAC / / SLSR O Q \ DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES 5 7.4 / �q- 1 ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT EXISTING STREET TREE CANOPY: 27 TREES * 47S SF = 12,82S SF = 0.29 AC / ¢20 / / �� J� \ SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR EXISTING TREE CANOPY TO REMAIN: 6,972 SF = o.16 AC l C , / / �Ja TO PLACEMENT OF ORDERS. PROPOSED LANDSCAPING: 33,206 SF = 0.76 AC ' �' I / �� Q� LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL TOTAL: 1.21 AC / / ' ., I / �� CP AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO -ram / t \ �J �� PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS NOTE: A 2o' BROOKHILL HISTORIC HOUSE '6 / {,� / �< - 2p PRIOR To DELIVERY. N BUFFER SHALL BE PROVIDED ALONG THE i r. / v �O - PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, BROOKHILL HISTORIC HOUSE LOT. THE 20' AFTER FINISHED GRADING. BUFFER SHALL BE EXISTING UNDISTURBED % J 'g/` MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM BUFFER. / ~m ,/ / - 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/ / 4 G` / / ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE / / DOUBLE-SHREDDEDHARDWOOD. jA CON ANNDTRACTOR TO REPORTT ANYVERIFY ALL DSCR PANCIESNTOIEHEBETWEEN LANDSC PEAN AND ARCHITECANT LIST OF POSED TREE ( IMMEDIATELY PRIOR TO ORDERING. OF TREE CLEARING 2UAp ✓ �/ / ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. /EXISTINGBROOKHILLHOUSE PROPOSED TREE / PROTECTION FENCING / I h I 1UAP J ?396- M 394 F/® !, 75'N/MATCHLINE -SEE SHEET 22 / 1 / / / / i / e', =• ' ®yyam=•,.,� ayas ♦ 1�- 1 � s< s% aw Vj r ��\ � \_�� j a � �N•IJ a 4 ��11`� � a ���� 1♦� tea. WWII � � e o :+� . � � � � • I 31 //11 _ • � � `�' �i Ali � ����` 1 as 7, Ri NO sass 1992 338 DRF UK SNOW FENCE S(ARD FENCING AND ORING CORD FENCE 'M� PIASTC FENCE CORRECT METHODS OF TREE FENCING -bra CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Solace: Va. DSWC 1111- 401 Plate 3.38-2 TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEYTAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2'Sa" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale Conservation Plan Notes: 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 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 OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 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 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. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Ifandbook, pp In-284-111-297 for complete specifications) 1. the fo0owing itemsshall M1e shaven on [he Plan: ILI Traestobosavv EI Limits of clearing (outside ddpfine of trees to be saved); El Locationand type ofprotective fencing; Q Grade changes requiring tree wells or walls; fit] Proposed trenching or tunneling beyond the limits of clearing. 2. Marldeen: LJ All tmzs to be Paved shall be mad:ed with print or ribbon at aheight clearly visible to equipment operators. Itl No grading shall begin until the tree ranking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: U Tree preservation and protedhon measures shall be reviewed with the contractor on site. C Equipment Operation and Storage: E] Heavy equipment, vehicular hwffic and shamge of construction materials including soil shall not be parndtted within the driplinev of trees to be saved. S. Soil Erosion and Stormwater Detention Devices: ILA Such devices shall not adversely affect trees ha be savad- k Fires: ZI Fires me not pemritted within 100 feet ofthe dripline of trees to be saved. 7. Toxic Materurls: El Toxic materials shall not be shared within 100 feet of the driphne cftrees to be saved a. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing ZI Fencing shall be in place and shall be inspected and approved by a Cormty Inspectorpnm to grading or construction. e. Tree Wells: ® When the ground level must be raised within the dripline of atree to be saved, a tree well shall be provided and a constmetion detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be providad; and a construction detail sub_nitted for approval. 11. Trenching and Tunneling: 0 When trenching is required within the finite of clearing, it shall be done as far away from the trunks oft.. as possible. Tunneling under a large tree shall bit considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cl EI Fire ire fencing shall be the last items removed dining the final deanup. 13. Dania Tr 0 D gedtremsldlbeheatedimmediatelybypnuurg,ferfih�icnorothermethodsrecommendedbyatrme pecralist. NOTE: IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 4/19/21 CONTRACT PCRCHAS ER SIGNATURE (DATE) 5(1106 Pepe I of 1 Lic. No. 035791,E 4/19/21 aA Z O J < a C k co Z o �2 0 O Z .a_+ L Lf)H LU D Z .. LU W H a / c UW/ li U i Z w � I � ( ! O F F F F U Z Z Z I Zw w w f f f c 0 0 0 0 E w In I an an Q Q i Q L I Z W W W I m d d d C w w w i CC (n (n (n E d w w w ` cc Y Y > i i LU L oya oya on o+ o+ ., N o N N ^ 01 to ^ a+ 0 �z M M N J co Uj CDlassassass W 0') N Faaaaaal N W > J LLI Q J J z ` > LU H� z g Ur m _z Q U 0 W Y U z w 0 g j UlU W I- Uj LLI J I I I�sasaaaq Y. ®® LL 0 L/ O O Q N U w J ce W JOB NO. 182150 SCALE 1"=30' SHEET NO. 23 I , / I � / / o 'NOTE- SEE /SDP2019-0ooz6 BROOKHILL J 1 / \ LINE - SUBDIVISION /SENIOR LIVING FACILITY FOR ( /i \ \ \ \ PARCEL LINE BETWEEN TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 7.402 AC / f / / / / / \ \ \ \ / DEVELOPMENT AREA & DENSITY = iio UNITS 02 ACRES = i DUA / / / LANDSCAPING PLAN /VEGETATIVE \ BLOCK 8A & BLOCK 8B_ , - �7.4 - 4.9 o BUFFER REPLANTING PLAN WITHIN \ �/ // / v v v v` v v — _ _ REQUIRED LANDSCAPING: 15/o OF 7.402 AC = i.ii AC /YTHISAREA OFBLOCK 86. C A// / vv ------- ---__ EXISTING STREET TREE CANOPY: 27TREES *475SF= 12,82SSF=0.29AC / �/ / / �\ \\ \\ \ \ \ \ \_—------- EXISTING TREE CANOPY TOREMAIN: 6,2SF=o.16AC /\ " / // / \ Rio \ \ \ \ \\ — — — — — PROPOSED LANDSCAPING: 33 zo6 SF =0.76 AC —¢>o— — _ \ \ TOTAL: i.zi AC - EXISTINGROUTE zg BUFFfRONBLOCKBA- III No. 035791/1 4/19/21 IAJ 3..64 ACRES _ _ — Lu — — ° \ / w < BLOCK 8A � � / /-- v — v �fi '1 SWIM / W u WPOzo1 00o I /� ° // / v _--- ° / 7 37 v p I /: ( ° b �/ u ;p z W � I � � ! 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WIDTH PUBLIC R/W -__� vvv-- / L1 I82150 RAPHIC SCALE v - \ II \ \ EXISTING POLOILR o eo v GROUND ROAD BUFFER 1 0 \ \ \ - - - - - - - - - _ _ _ - _ - — - - - - - - - - - ® NOTE: PROPOSED SLOPES STEEPER THAN SCALE \ \ \ _ a - - - - o.3o5ACRE5 \ \ \ \ \ a� �� i - 8S� -__ - - - - - - - - - - - - - - - - - _ EXISTING POLO �� _ g:a SHALL BE PLANTED WITH NATIVE STEEPC u i o \ J _ _ _ GROUND ROAD BUFFER_ — — — — - - — — — — — — ®-�®� ----------___ ___ __ SLOPE MIX WITH ANNUAL RYEGRASS BY - - -- 1 =40 \ \ \ \ - _ - \ - \ 0.536 ACRES - - - _ _ - - - - - _ - _ ®-��--ERNST CONSERVATION SEEDS AT A RATE o 1 inch IN FEE O ft.\ \ \ \ \ \ \ \ \ \ - - - / / r �§� \ \ \ ` \ _ - - - - - - _ - - - _ - - - ® o 0 ® OF 6o LBS PER ACRE, OR I LB PER 1,000 SF. SHEET NO. \ U - - - - - - - - - - - i - ® --