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SDP201900015 Plan - Revision 2021-03-12
GENERAL NOTES OWNERS: TMPo4600-oo-oo-01800 (PORTION OF) TMPo4600-oo-oo-o29A2(PORTION OF) HAUGH, CHARLES R & E J OGLESBY JR CROCKETT CORPORATION 435 PARK ST 435 PARK STREET CHARLOTTESVILLE, VA 22903. CHARLOTTESVILLE, VA 22902 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-oi800 (PORTION OF) 046-oo-oo-oi9A2 (PORTION OF) D.B. 731, PG. 690 D.B.515o,PG.40 23.95ACRES (7-404ACRES) 12.83ACRES (7.o29ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o1800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FH-FLOOD HAZARD OVERLAY ZONING DISTRICT NOTE: A SPECIAL USE PERMIT APPLICATION (SP2025-00025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2oi6 BY THE BOS WITH CONDITIONS. TOTAL PROJECT AREA: BLOCK 8 - 25.907 AC (CODE OF DEVELOPMENT PARCEL AREA = 25.8 ACRES) BLOCK 8A- 8.55AC (SENIOR LIVING FACILITY CURRENTLY UNDER REVIEW WITH SDP2019-00026) BLOCK 813 -24.432 AC (PROPOSED WITH THIS RESIDENTIAL PROJECT) RIGHT OF WAY: 1. 2.218 ACRES OF THE BLOCK 8 DEVELOPMENT AREA TO BE DEDICATED FOR ARCHER AVENUE R/W 2.0.15o AND o.557 ACRES OF THE BLOCK 8B DEVELOPMENT AREA TO BE DEDICATED FOR POLO GROUNDS ROAD R/W. PROPOSED USE: 1io MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) BLOCK CLASSIFICATION: BLOCK 8: NEIGHBORHOOD DENSITY RESIDENTIAL ALLOWABLE DENSITY: 52 UNITS (MINIMUM) To 154 UNITS (MAXIMUM) - 2 DUA TO 6 DUA FOR THE PARCEL BASED ON 25.8 ACRES PROPOSED DENSITY: 1io RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8B) 87 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8A- SENIOR LIVING FACILITY) DENSITY = 197 UNITS If 25-907 ACRES = 7.6o DUA (MAXIMUM ALLOWABLE UNITS PER VARIATION #3=2oo DWELLING UNITS) NOTE: A VARIATION HAS BEEN APPROVED ON OCTOBER 16, 2019,ALLOWING UNITS FROM BLOCK 4 TO BE RE -ASSIGNED TO BLOCK 8 TO ACCOMMODATE THE ADDITIONAL RESIDENTIAL UNITS ASSOCIATED WITH THE SENIOR LIVING FACILITY. THE SSISTED LIVING FACILITY UNITS SHALL NOT COUNT AGAINSTTHE MINIMUM OR MAXIMUM DWELLING UNITS IN THIS BLOCK. REQUIRED OPEN SPACE (BLOCK 8): CIVIC/PARKS = o AC GREENWAY = 5.1 AC OPEN SPACE =4.oAC BUFFER =4.oAC TOTAL OPEN SPACE REQUIRED =13.1 AC OPEN SPACED PROVIDED: CIVIC AREA: o.00AC OPEN SPACE: BLOCK 8A:1.8o ACRES 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 8B: 4.04 ACRES TOTAL GREENSPACE PROVIDED: 12.96 AC NOTE: i. 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 HEIGHT AND 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) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING, MAY 2o18. DATUM: NAVD2988 EXISTING VEGETATION: MOSTLY WOODED. ARCHER AVENUE AND THE (2) SWIM FACILITIES HAVE BEEN CLEARED & ARE CURRENTLY UNDER CONSTRUCTION. LIGHTING: 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 AMENDMENTTO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 8 SHALL BE DEVELOPED IN TWO (2) PHASES (PHASE 8A AND PHASE 813) RECREATION: A COURTYARD IS PROPOSED WITH THIS PLAN. IT WILL HAVE A OPEN GRASS FIELD FOR RECREATION. OTHER RECREATIONAL AREAS INCLUDE THE PROPOSED GREENWAY SYSTEM AND OVERALL CIVIC SPACES WITHIN THE BROOKHILL DEVELOPMENT. PARKING: (2) PARKING SPACES PROVIDED PER MULTI -FAMILY DWELLING UNIT- (1) GARAGE & (1) DRIVEWAY PARKING SPACE PER UNIT: 210 GARAGE SPACES & i10 DRIVEWAY SPACES TOTAL+ GUEST PARKING: ONE (1) PARKING SPACE PER EVERY 4 UNITS REQUIRED: i2oUNITS /4=28GUEST PARKING SPACES + 220 PARKING SPACES = 248 TOTAL PARKING SPACES PROVIDED: 42 PARKING SPACES +110 GARAGE SPACES + 110 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 OF THE PROPERTY. SEE EXISTING CONDITIONS PLAN SHEET AND GRADING & DRAINAGE SHEETS. FLOODPLAIN: THERE IS Aioo-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 52003Co28oD, DATED FEBRUARY4, 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 2o1600004. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING & DRAINAGE SHEETS. NO RETAINING WALLS ARE OVER 600 LINEAR FEET IN LENGTH. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD TRAVELWAYS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32-7.9OFTHE 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 86): 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 BUILDINGSIDRIVEWAYS:1.94 AC TOTAL: 3.55 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET 2. TOTAL PROPOSED UNITS: 2io UNITS (15%OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 17 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 17 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAY BE IMPLEMENTED AT THAT TIME. NOTES: 2. 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 28.4.3.2. 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 UNIT' 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 ENTERl322.5 EXIT) AM PEAK RATE - 0.44 VPD PER DU = 48 VPD (8 ENTER/4o EXIT) PM PEAK RATE - 0.52 VPD PER DU = S7 VPD (38 ENTERIig EXIT) BROOKHILL -BLOCK 8B FINAL SITE PLAN (SDP2019m00015) BLOCK 4 BLOCK 8A APPROVED ROADWAY UNDER REVIEW SUB202700227 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I i i w Z w < LU o v e m U Q Z 61 �a _- �3 w> I w �z y ° A 1 \ m n 7p \ a Y Ap Z 1 � \ ` BLOCK 8B 1 I I I 1 ` I 1 I I GREENWAY AREA TO BE r LATTED WITH BLOCK 8B / DEVELOPMENTV/ I � I I LIMITS OF GREENWAY 000000 0 0 0 0 \ O 0 �° o o ° � 0 0 o I O 0 o 0 O \ O i 1 Oo I 0 O O O°° O e \1 01 o0 0° 0®® IGo0 / i fSA7LAM gND PROPOSED ROADWAY NG PUBLIC ROAoEETUNDER REVIEW'PUBLIC R/W SUB2o1800115 7�7 OPEN SPACE LOCATION OF HISTORIC MARKER I I FOR THE BROOKHILL PROPERTY I _ __ ✓Y} I 0 i II � I I I I I I I -�'�- 20' WIDE BROOKHILL II HISTORIC HOUSE BUFFER' p I I O'o 16 I I I I 1 I I I I I BLOCK 14 I I I _ I I n 20' WIDE BROOKHILL J HISTORIC HOUSE BUFFER I I ---------------- - - - - - - ---------------------- OPEN SPACE 12 COURTYARD OPEN SPACE Ccn•. ', • • �•-pia •il► A i MINN I♦ • • c OPEN SPACE /GROUNDS ROAD BUFFER GpOLO GROUNDS ROAD STATEROPGE 63 D.B\ VA .4O?UBLICRIW (� _ ° ° ° ° ° ° ° ° ° ° ° O O 0 O o O ° O O O O ° O O 0 O ° ° ° ° ° ° ° , o o° o° o° O o° ° °,o O o 0 7 0 0 0 0 0 o°° o 0 0° o U S POLO GROUN� Sheet List Table Sheet Number Sheet Title 1 COVER 2A PROFFERS iB PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 11 ROAD CROSS -SECTIONS, NOTES, & DETAILS 12 UTILITY NOTES & DETAILS 13 ROAD PROFILES 14 ROAD PROFILES 15 SANITARY SEWER PROFILES 16 DRAINAGE PROFILES 17 DRAINAGE PROFILES 18 DRAINAGE MAP 19 DRAINAGE CALCS 20 DRAINAGE CALCS 21 SIGHT DISTANCE PROFILES 22 LANDSCAPING PLAN 23777 LANDSCAPING PLAN 24 LANDSCAPING PLAN 26 TOTAL SHEETS Lic. No. 035791 3/12/21 �< = 2000' z O a k Z O LU Z N J a O to LU 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 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 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 Tw 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO Qo Qo 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT z z w w O O Fn Fn Fn U Z Z Z U w w w z z 00 O O O 00 w 1¢ Ln Ln w Q a a a Q a a a m m a a o w w w o w rn o, . a '� .\-� N CDN •My N p co � M 1� T ti •N+ co �z Z Q M N J 1 w N WN , ^ N �J w > J L Q � J z W L. 0 H O CO 0� LU z = O U U W U LU O W Ul co co CO W J z W J JF� W 6 O V ®O ce O CON w F F- LU a JOB NO. 182150 SCALE 1 11=60' F77NO. 1 G Original Proffers Amendment _X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,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 BROOI HILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019131; 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 to 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 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #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 YP the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district PP P rtY g 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 L 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-rateg " 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 Pure g P P tY facilities and infrastructure i.e. schools public safe libraries arks and transportation. For the P safety, , P P 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 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- seveng Y and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable HousingUnit within the Project qualifying as such under Proffer 4. The J q fY g 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 Housine. 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 toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a vane of housing es including but not limited to for sale units rental units J � h' g types, g , 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 0 households with incomes less than eightypercent 80 /o of the area median income may qualify, P ( ) Y q fY, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebu ers. The Owner shall provide the County or its designee a period of one hundred twenty Y P tY 8n P 120 days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The ( ) Y fY P q fl' g P g one hundred twenty (120) day period shall commence upon written notice from the Owner that the units shall be available for sale. This notice shall not be given more than nine 90 days prior () g ninety ) Y to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (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 (50`^) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. 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 b VDOT Polo Grounds Road Improvements shall include salamander PP Y P tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the P Y Sur ,( 8 ) 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 P Y P P ) (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, 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 substantially 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 Berkmar 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, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement P 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 any interest in the For -Rent Affordable HousingUnits during the Affordable Tenn shall contain language recitin that such unit is gg subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J , P g Y 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 Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY g PY 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 in lieu of Constructing Dwelling Units. 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 (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to 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 b the County, the Owner shall contribute Fifty Thousand Dollars 50 000 to the County to be Y ty, ty ( ) 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 Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 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 ("MSI"). 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 MSI/2016 MSI. Each annual adjustment shall be based on the amount J J 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 P q 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, (collectively 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. hi 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 1 CO issued for a dwelling within the Project the Owner shall dedicate to the County, ( � g J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements. Generally_ The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1 st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a 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 plat shall depict the Greenway area 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 SCOTT/R. MMLLINS'Z Lic. No. 035791,E p 3/12/21 w41 z O � a k ZLn U m w =) O Z Ln � O Ln F > z w `H7 LU li H Z z Z w w X Z 2: in Ln in 2:0U z z z o Z f f f Z D 0 0 0 0 w w in in i a < � � ce 2:LUw w w w m a d a m Q o 0 o Q m m m rr d w w wLU a 0 Y Y Y 0 LU En Ln w w � tr H \ t0 M N O N I 0 \ N N \ \ n ,�-I N M n T ..y .ti M tn CA �z C5 C'7 Q CA N J M 01 � W N O WN N ~� > J LLi Q J J z U) w H LL L9O ' un J C2 W Q ���y/'�� W LL. O IY L _ U W U d LU O U) W LU ZLu J J U) T J~ W 0 J� O O O 0 N W U F .. r JOB NO, 182150 SCALE N/A SHEET NO. IA WITNESS the following signature: OWNERSofTxx aMap Parcel 04600-00--00-018AO: By: e'/fT',7l /,L,/S CHARLES R. HAUGH By: sm 4/- rnIZYABHANNO Date: r - Kra.;,A 8' ZZ OWNERS ofTTafax Map Parcel 04600-00-00-01800: By: 'f_- _ 'l/ CHARLES R. HAUGH, US By: DOUGLAS B.OG BY, TRUSTEE Date: S-?-/9 OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation Am O. Haugh, Its President / T]Mx. W-lixv 8. 2o! 9 Page 9 of 10 OWNER of Tax Map Parcel 04600-00.00-018B0: HORNE LAND CORPORATION, a Virginia corporation By: L-C/a/t. Ann O. Haugh, Its President Dine: 81 �,U/ 9 OWNER of Tax Map Parcel 04600-00.00-019DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, Its President Date: P?at 2i 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 O4600-00-00-018A0 04600-00-00-01800 04600-00-00-019A1 04600-00-W OI9A2 04600-00-00-019B1 04600-00-WO19113 AND 04600-00-00-019114 WHEREAS the application to amend the rollers that were approved with ZMA 2015-00007 for Tax PP P PP Parcels 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600.00-00-019A2, 04600-00-00-019BI, 04600-00-00-019B3 and 04600-00-00-019B4 collective) the "Property")is identified as ZMA 2018-00011 (collectively, Braokhill Proffer Amendment ("ZMA 2018-I I"); and WHEREAS ZMA 2018 I1 to amend Proffer Numbers ID IH 6 and 8 of the Proffers that were proposes a roved in conjunction with ZMA 2015-07 due to VDOT's tanned construction of the Rio Mills Road connector PP p road specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road P 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 P ty • WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § I8-33.15.A(I)(a); and WHEREAS, staff recommends approval of ZMA 2018-41. BE IT ORDAINED b the Board of Supervisors of the County of Albemarle Virginia, that upon Y P ty B P° consideration of staff report reared for ZMA 2018-11 and its attachments including theproposed amended P prepared proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § I5.2- 2284 and for the purposes of public necessity,Convenienceigeneral welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. kxx 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board Board of County Sup 'sons Ave Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Panel 04600-00-00419111: BROOEIIILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Maripger By: Andre cGirL y Its President Date: Jr- 3/Za r BROOKHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: [,- Alan R. Tay or, t is President Date: I Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement: and WHEREAS Albemarle County approved funds a roved the accumulation of Telefeee in th SecondarySix Year Plan to be designated to the construction of this Connector r a n groad: and WHEREAS the Commonwealth Transportation Board approved the remainder of funding P PP 9 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 Count staff, Albemarle Count Schools Division and the developer of Brookhill on the proposed Y � Y P P P alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. PP P P 9 NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vole of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Count pervisors Ave Nav Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y ev * r , IlSyyo0 �. \ g �` I, P�taaRRRaTw1ely\\\� y S$BEpO/ r• �RRRRRGOOO\DDDy\\ �y�\ I \ rl PROPOt4MFYNDTS \ \ \\E\\ - \\ �PgOPOSED STRE \ \'e�AMNGCONNECTOR ROA� PROPOSEDPEDESTRW.I 1 CROSSWALK EXIsnNGTREEAREA TPAILWAY CO Cn TO I fONCRETB WAL �' , \ . \PR OSEDLWDS F CO ISTINGOFEVFA ALO GCONNECTOR 1. l`. ui ORDINANCE NO. 16-A(9) ZMA 2015-00007 BROOXHILL 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, 046OO-WOO-018AO, AND 04600-00-00-01900 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, 04600-00-00-018AO, and 04600-00-00-01900 (the -Property") is identified as ZMA 2015-00007, Brookhill ("ZMA 2015-07"); and WHEREAS, staff recommended approval of ZMA 2015-07 provided that minor revisions were made to the proffers, the application plan, and die code of development; and WHEREAS, the Planning Commission held a duty noticed public hearing on ZMA 2015-07 on August 16, 2016, and recommended approval conditioned on the applicant making the staff-mmo ended 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 BE the public hearing, the material and =levant 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 xxx I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a one, Correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a regular meeting held on November 9,201 IF� AM Nov Mr Dill Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr Randolph Y _ Mr Sheffield Abwtit RESOLUTION TO APPROVE SP 2015-25 BROOK)HLL - WHEREAS P the Owners of Tax Ma Parcels 04600-00-00 Ol 800 and 04600-00-00-018AO al e mirtm rotor m activities within the `Pro a filed an application fora era us p grading (collectively, P rTy 7 PP sP Pe ❑ limits and the replacements of culverts wrllun the the floodplan thin would expand the floodplai floodplain, 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 heating the Albemarle Comity PlanningCormmssion recommended ap proval of SP 2015-25 with staff -recommended conditions; and aPP • WHEREAS, on November 9, 2016, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2015-25 NOW THEREFORE BE PP RESO LVED that upon consideration of the foregoing,the staff P -25�and all of its attachments, the Information resented at the public hear= report prepared for SP 2015 eMs, p p g e rt m Albemarle County Code 18-30.3 11 and 18-33 8 the and the factors relevant to a special use arm spec P ty §§ Albemarle County Board of Supervisors hereby approves SP 2015-25, subject to the conditions attached hereto exx I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, Correct copy of a Resolution duty adopted by Board of Supervisors of Albemarle County, Virginia, a vote of five to zero, as recorded below, at a regular meeting held on November 9, 2016 Clerk, Bo d of Coun ervisors Aye Nav Mr Dill Y Ms. Mallek Y Ms. McKee] Y Ms. Palmer Y Mr Randolph Y _ Mr Sheffield Absent • PWISE I INfERSERmN / Fj ram' • `�y IMPROVEMENTS �R � (, A° - INTERSECTIONi _ _ �,�`, 1 C0115TRUCT Ia)NEW WESTBOUND _ .<h' UffLNRNLAIN POLO GROUNDS ROADD WITH r)$OF STORAGE EXTEND PO 0GROUND ROAD N LANE ONPOL11 GROUNDS ROM PHASE II INTERSECTION IL STORAGE SInRAGETo:ooroF IMPROVEMENTS p STORAGE • CONVERT RIG ROAD TOA RGHTIN/RIGHT-OUT-OUTOPERATION. INTERSECTION R CONSrRUCTASOUTHBOIIND © ROADWAY, PROVIDING (p LER-TURN AND (T) RIGHT -TURN W E ,t. CONSTRUCTAN EASTBOUND PHASE III ROADWAY IEFrmaN LANE ON POLO _ IMPROVEMENTS GROUNDS ROAD WITH v, TEETOF --� STORAGE INTERSECTION3 • CONSTRUCTA RGHTJN/RIGHT-OU ROADWAYENTRANCETOROUTEag /mod y PHASE II ROADWAY IMPROVEMENTS • CONSTRUCTANORTHBOUNDRGH' TURN LANE ON US n WTM RRR' OF PHASEIINTERSEC7ION ♦ �Z , O STORAGE. IMPROVEMENTS ` T PHASE II INTERSECTION AO' j Ay ♦ IMPROVEMENTS INTERSECTION4 _ PHASE I ROADWAY IMPROVEMENTS AE • CONSTRUCTNORTHBOUND r ROADWAYTOPROVOEu)LEFT TURN LANE S W RGHT-TURN LANE RESTRIPE PAINTED MEDMNTO PHASE N INTERSECTION / PROVIDE WESTBOUND LEFT -TURN LANEONASHWOODBODUWARD �MIYR� IMPROVEMENTS / I �� WTTH,RR'OFSTORAGE j RESTRIPEEASTBOUNDASHW000 OI 1V K BOULEVARDAPPROACHMPROWD (URIGHT-TURNLANE % C / pmmroixm R¢1a PHASE IV INTERSECTION IMPROVEMENTS,__. _..__.. INTERSECTION 5 CONsrRUCTSOUTnBOUND THE yMb4T PHASEIINTERSECTION PHASEIVR ADWAV MPROVEMENTS IMPROVEMENTS ROADWAYTO DDoRI E(pLEFr- ROADWA TOPRORG(T)LERN LANE E .'r • CONSTRUCTAN EASTBOUND LEFT TURN LANE ON POLO GROUNDS I) ROADWAYWITHaSp OFSTORAGE 4 GUR BROOKHILLTRA C PHASING PLAN RESOLUTION AUTHORIZING THE COUNTY EXECUTIVE TO SIGN AN APPLICATION, SUBDIVISION PLAT, AND RELATED DOCUMENTS PERTAINING TO TAX MAP PARCEL 046115-00-00-001CO WHEREAS, the Comfy of Albemarle is the owner of Tax Map Ferrel 046135-00-00- OOICO, 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, Brookbill ("ZMA 2015-07" and "Brookhill"), and WHEREAS, pursuant to Proffer I(C) of the proffers offered in conjunction wtth ZMA 2015-07, the owners would construct a public street that is referred to thereto as the Ashwood Boulevard Connection across the County Parcel, and WHEREAS, in order to create the public tight -of -way on which the Ashwood Boulevard Connection would be constructed, the County Parcel must be subdivided, and WHEREAS, when its construction is completed, the Ashwood Boulevard Connection will benefit the County and its residents by providing an important multi -modal interconnection. NOW, THEREFORE, IT IS RESOLVED, that, if the Board of Supervisors adopts an ordinance approving ZMA 2015-07, the Board authorizes the County Executive t0 sip 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 To order to subdivide the County Parcel to create the separate parcel on which the public nghtof-way for the Ashwood Boulevard Connection may be constructed. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true and currect 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,oard of County a- WES Aye Nay Mr Dill Y _ Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y _ Mr Randolph Y _ Mr Sheffield Absent SP-2015-00025 Br'ookhill Conditions or permitting of a land disturbance m th e flood lam the applicant shall I Prior to fora] rind Ian approval PP PPean 8 P Conditional Letter of Revision aria went Agency MA a Con obtain from the Federal Emergency M Map !;e g Y (ZTE ) g Y 1 obtain from FEMA a Loner of Based on Fill CLOMR-F and nor to road acceptance,the a Ilcant steal o ),PP ( P III LOMR-F . In addition the applicant shag c the County Engineer on all M Revision based on F Y Ty °� Map PP copy th FEMA. Construcuon of the road shall b e m compliance with approved road lens correspondence Tan PP P rtthe P Bud the PTiMA approved CLOMR-F 2 Any residential or commercial lots and associated streets (public or private) g 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 oral Use Permit SECLOMR Plan Existing n Co nditions, Shaer2 last and slopes the property A rove) of e Flood Hazard Overlay District and preserved reused 6/15/16 the ct, P party PP ), Y P Pe lots located within the stream buffer shall be subject to Subdivision Agent approval. NOTE: POLOGROUND5 ROADWAY AND UNECON96UMTIOMM SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI FIMLDESGNMDLANECONHGUMTIONSO MWGROUNDS ROADWAY IMPROVEMENTSWLL BE IN ACCORDANCEWITHTHE "MOVEDTRAFNCIMPACTANALYMANDNNALAPPROVEDROAC u CONSTRUCTION PLM'S FORTHE ROADWAY IMPROVEMENTS. I \) j PROPOSED SALAMANDER CROSSING(3TOTAL) •T► \� \� �''J-. �� a'INVERTED RETAINING WALL_6NE1 CULVERT HEAD WALL SYSTEM OGRO� f �� SALAMANDER TUNNEL 1LaFfgl.]E4' `�j FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT FA SCOTT/R. CTDLLINSZ H-I Lie. No. 035791,E 3/12/21 Z Z O Ln Z Z O in to � Q O to Z> z w H NW W Z Z LU LU o ZO U Z ZILL Z U Z � Z 0 0 0 Z 0 0 U U U < < < w W U U U a Q Q Q a < [Y [Y [Y LU co DO w w w Q LU � . . . d w w w a 0 tY � � p UJ In U) > > W � Cn W N F O M ' Q ,•-I N O N .•-I N N N n 01 .H N M n 01 rn M l n z co co 1 w cl W N Faaaaaa1 N W Q Jz J_ 1..q W I..L U) 0 L9M lY Q LU W LL W ' U W O J Ul V/5J CO W J Z LU 0� J V/ T J~ �W I L O J� V C)C] ce F_ U F- LU OL U) JOB NO. 182150 SCALE N/A SHEET NO. 18 TH 0FG JI To 13 E S�C —...__ C.0. 035791 PROPOSED TRAILHEAD ACCESS ARE, Rb PROPOSED ASHWOOD BOULEVARD CONNECTION ; UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT �� - ��0�0 Z r 3/12/21 ��SSIONAL 4i 4 :- 9 - �Zy °e3 LU z E�O� PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO c'� - FOR MORE INFORMATION ON REQUIRED BUFFER •-, . \ '"\ ��- 1 \ LL uJ ¢ m w g ACCESS THE MULTI TRAILWA \,- _'.. ,_�-/�/ 9Q SHbyOpp - -USE �_ _ �\; / ` w LU �w W l7 a Ix o N I I Z z IMPROVEMENT T.M.4685-z 1 O p R Sp [ '; SITE W W f u) SWM FACILITY #3 COUNTY OF EMARLE �� 30' MIN. NATURAL BUFF R ; c R70Mj ROgO ^ OU z z ROPOSED PRIMITIVE TRAIL WITH v \ , Z U W O f n, ,I FOREST CONNECTION TO LAKES 7 'R ... 10 GROUry < z O w w w PROPOSED ( R) I t �� 3..,-I ALBEMARLE COUNTY \ RESERVED STEEP SLOPE °SRO qD ...I Q O (,7 Z- u , w �/J H a ¢ m U> a z O f� O UQ O UQ f O UQ z O O PRIMITIVE BLOCKI j 3 IQI o ^ Zu U TRAILWAY I I RYp.) / O' o V ° v1 o m w In a In a ul a w TRAILS (TYP.) VICINITY MAP: SCALE: 1" = 2000' O z En O �� c GENERAL NOTES 1 -- - DEVELOPMENT , B AN COURT 3+ i ' l - AREA(TYP.) / / -� o o F U Lu w m w o w 0 w o w m _ "; m OWNERS: TMP 046o0 oo-oo oz800 TMP o4600 o0 oo-oz8Ao < U) LuLu z Q w w w Q BLOCK 3.5 -�'" < - " HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. m d w w w a O tt �.' -1 435 PARK ST 25755EMINOLE TRAIL > Q w 0 4I�' '-- u�l� C.ON� ' yl ' �'�IIE .. ._ - - �� \ r . CHARLOTTESVILLE, VA 2zgoz CHARLOTTESVILLE, VA 22902 z co m HORNE AND CORPORATION - -, _ �, - \l OPEN TMPo 600-00-oo-oz oo CROCKETT CORPORATION LU > . ._ --- I +*���,,, ,• C/O HAUGH HELVIN p Lu 3. �� - Q � 435 PARK ST CHARLOTTESVILLE, VA 22901 t7 c7 in w I a 1 '- ' - (BLOCK !" +r PROPOSED CIVIC SPACE- z z Mr _ -_� o BLOCK 10 - 4+ x k"F EASTERN POCKET PARK �o (LOCATION TO BE DETERMINED �I r O ` ❑ O DEVELOPER RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 O o 0 Z -YEAR EXISTING zoo { FEMA FLOODPAIN(TYP.) WITH FINAL DEVELOPMENT PLAN) s _ [) CHARLOTTESVILLE, VA 22903 w w x z 0 PROPOSED VEHICULAR- �� r ENGINEER: COLLINS ENGINEERING V) J z z g BLOCK 9 yw s- -" PROPOSED RIM IV -- ' �- y°� \ ' 1t} ", e„ / T I - _ INTERCONNECTION ACCESS TO THE MONTGOMERY zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22go2 Z p g m th o \ r ai - TRAIL " "'' qL BUFFER o' MIN. NATURAL BUF - Q a z z Lu ` ROUTE 29 n .._IMPROVEMENT - f: _ . y � - 1 -� RIDGE NEIGHBORHOOD a' TAX MAP&ZONING: 0 4600.00-ou-Dz80o 04600-0o-00-oz8Ao 046o0-oo-oo-oigoo w w PATHWAY S J'. J' f i r , � .. \ .. i� - OPEN ',.i i \ OLU D.B.732, PG.6go D.B. z333, PG.4So D.B.733, PG.690 i--i v v1 ¢ R a O U E O U ~ w Q -+ a\ 'i � c� n c� rn .+ •+ N '+ t+i j I ACE SPACE:! (TYP.) r , r ALBEMARLE COUNTY MANAGED STEEP SLOPE k R-z RESIDENTIAL R-z RESIDENTIAL ZONE: R-i RESIDENTIAL N a a BLOCK II GREENWAY 1 a �, = (TYP.) itV - _ �% - TOTALPROIECTAREA: 04600-00-oo-oa80o - 42.55AC. z z UU ROUTE zg , IMPROVEMENT I„ li -, ' "'-. :." ----- - - 'a - / * ®',,"' `GREENWAY - jt0� > 046o0-oo-oo-oz8Ao - 27.29 AC. 046o0-oo-oo-oi9oo - 207.66AC. S a g o_ z I SWM FACILITY#z ( IINAY_ s WAY - ' -' '-- - .\ . f - - -_{TYP.)�' BLOCK 1S 6E. J'C i ;'" !* z77.5o AC TOTAL O w O w O U ,' ^'' (TYP-) -- UPLAND "_ ti t v toryppp ">+` i - C,E PROPOSED so'BUFF J°p'Yy PARK ° �''' , ,« V „ ► ��'� (� ,S �\ VCR PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT wi cc �u s z AROUND VDOTSTORMWATERy MANAGEMENT POND r,•. ��' �° -' _ -" EXISTING ARCHAICWOODLAND . e ti �; - - `` CAMPSITE AREA TO BE PRESERVED i - ' DEVELOPMENT ;.-� AREA (TYP.) ', � , c TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2oz5. z a L9 � � h I :,�; �� \ ✓ BOUNDARY INFORMATION WAS COMPILED BYLINCOLN _ ,� 4a, ke BLOCK 16 SURVEYING ON MARCH 7, 20z5. w �" '- e: " soa �• ,. I . r, \ w ! pX: `� Q -- - \ i `°`ro,...` ... -. ` ✓ ��,a�\ EXISTING zoo -YEAR �_ I_ l DATUM: NAVD zg88 z o v -- AM BUFFER TYP. . a. w3 ( x ...\.\ FLOODPLAIN(TYP.) - �� , �` UTILITIES: COUNTY WATER AND SEWER CV J w - BLOCK!} O f -'" `'� -.. ". 'r`"--•" F* I -> ` I" 5;, `r , �,�, - °_ 1 - `!_ ` 1 ""•, \ y' ' ^\ I / FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE w in � v\ \O � �o kO � M PROPOSED RIGHT IN-RIGHTOU N'a INTERSECTION IMPROVEMENTS. w z __ b BLOCK4 `.-- i - \ _ ,,_ -� I ` y zoo 4, S. PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF Q � N .�. �`O+ SEE BROOKHILL TIA REPORT 0 j �' 'MAIN __ ✓ . - I TRAFFIC CIRCLEJROUNDABOUT MAY �. ALBEMARLE COUNTY \` / , _. ` r MONTGOMERY RIDGE THE PROPERTY. o o 0 0 0 0 I w FOR FURTHER DETAILS: 3 STREET BOULEVARD ENTRANCE BE CONSTRUCTED AT THE PRESERVED STEEP SLOPE 3 r' BLOCKS � INTERSECTION OF MAIN STREET AND / v / - NEIGHBORHOOD NOTES: N O w3 (Typ,) s > ; I THE NORTH/SOUTH CONNECTOR ROAD BLOCKS r' r� '*,'; t ,�1 z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. �� Z r OPEN Sa £gj r ff( ! �\,� 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 N Q SPACE r s r t? :OPEN / r DETERMINED WITH THE SITE PLAN PROCESS. L N L (�.p) y. tfY 1 - - y SPACE .V� L' j 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH � (TYP') BLOCK3. I ` 1 EXISTING zoo -YEAR ` PROPOSED „� „ ;� " a '+ �'' �✓ - - ` O ' r� ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. L\ W % J LLJ FLOODPLAIN (TYP.) 'i �� ' y---J THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE - '`; RIMITIVE r a 7�`r I " Y 5. EAST/WEST CONNECTOR ROADTO POLOGROUNDS ROAD BOTH REQUIRE FILLINGWITHIN LU Q T.M.46-z8D TRAILWAY 2 - O o P (n CRAFTON CORPORATION - - ,� �� I BLOCK 2 * !" � �° PMENTAREA r o � r �O I � �- � ct 0� y ' I / P R MODIFICATIONS ATI N THE FLOODPLAIN. AI N. SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE O C O S E LOOD L A S C U TO THE FLOODPLAIN. 7 L J _j � � . 'r!►. * - n' BOUNDARY (TYP.) BOUND �O O � ./ \ y Q D \.- 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN W _ > PROPOSED NEIGHBORHOOD CENTER �p -..., / r ACCORDANCECODE z8.OADING N PRELIMINARY SITE AND ALBEMARLE A UNTYPARKING SUBDIVISION PLAT WILL INCLUDEAPARKING AND LOADING NEEDS STUDY FOR THE PLAT WILINCLUDE ` U� C �' (LOCATION TO BE DETERMINED I _ _ - �q WITH FINAL DEVELOPMENT PLAN.) 1 p BLOCK 17 _ _, 1 - _ _ � - � � � _° 1 IMIT5 OF PROPOSED REZONING a �� Z � �' .�/� � �� m -` PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY L Q U � J Q I ~ �L �/ / DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP MANAGEMENT INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGE Z J L9 ' RT. PROPOSED zoo' BUFFER ALONG R BLOCK '^',�+s l_ ,,.-_ �3s ACRE H ISTORIC 1__ s' SAFETY ACTION PLAN. L� L O /'� w 7o'NATURALANDSCAPEBUFFER : & 3o' LANDSCAPE BUFFER 4 j 4 j e I mow.•' BROOKHILLPARCEL BLOCK I _BLOCK _ 3 �t-- ' - � , r-1 '. , �� �� f 8. THE PROPOSED DEVELOPMENT SHALL INCLUDEAMINIMUMOF(3)CIVICAREAS,ASSHOWN ON THE APPLICATION PLAN SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE < J U) N LL ■ • • M O ' I I - - ALBEMARLE COUNTY ""{ y '' t :S� AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA �, 0 I' M NOTE: A PROPOSED MULTI -USE PATH v '� APPROXIMATE LOCATION o HISTORIC MARKER FOR THE _ ___ I , 1 AGED STEEP SLOPE 1 i� (TYp) _ GREENWAY ! f;--�.I �t �_` f J 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FORADDITIONALAREATOACCOMMODATEUTILITIES,STORMWATER F^ J Q `� = J J IS PROPOSED BY VDOT ALONG THE ROUTE 29 FRONTAGE OF THIS fff PROPERTY. BE BROOKHILL PROPER - - ` — — r. _ , ) _ �J \-_„- a. (TYP. I I \ � �\` s / � ter. 5 I \ I ROPOSED 20' BUFFER - ! *�- j\ / s � r� __ - t ` MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THEL DEVELOPMENT. zo. CONNECTION POINT N THE APPLICATION PLAN SHALL BEA FULL VEHICULAR Q z O �--� � W U i--i THE VDYTO LOCATED WITHIN THE VDOT RlW. .t� s- _ - �;_<_ } � - INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE PEDESTRIAN)BICYLE ACCESS CONNECTION. � U) O -_-� _ _ 5. �. LOCATION OF EXISTING °^, .\ ,.; �- BLOCKI UNN CEMETERY TO ,`Oa .: •` ;II r'� ..�IJ' �� UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. , �•{ Q �•'� 0 LU O O _ _ 9 REMAIN "i :.- �.' \ a I V �- - LOCK LINE (TYP) \ t, NOTE: ALL STORMWATER MANAGEMENT FACILITIES AND EROSION CONTROL MEASURES SHALL BE LEGEND Z J m BLOCK6 COUNTY- - ` kX LOCATED OUTSIDE OFTHE PRESERVED SLOPES. 1(� Q (n co Q BLOCK8 ALBEMARLE / �- \V 3 :a ROPERTY BOUNDARY GREENWAY PRESERVED SLOPES z W I ' / "' - r PRESERVED 5TEEP SLOPE 1 , , 9y"' / / -- (TYPO\, A .�, � (TYP.) �� VEGETATIVE BUFFER '" MANAGED SLOPES ® � C_ z .. NOTE: AREA WITHIN THE zoo' BUFFER ANDOUTSIDETHEEXISTINGTREE O"') I ,. \'. : ,. �: '. BLOCK] �' '"�� - e ' i C \' "� `'Ct. °a.- _ - - °`' - - _ - - \ OPEN SPACE A Q a LU LU J p LIMITS SHALL BE REPLANTED IN ' ACCORDANCE WITH THE PACE529 --- FORESTED BUFFER REQUIREMENTS � , - i/ ., , � � � EXISTING \...... DEVELOPMENT' '•'J FLOODPLAIN (TYP.)". `; \ `,= ING BROOKHILL ' AREA (TYP.) I LIMITS OF z9TH CENTURY \ ' REMAIN -: '; '" - - °a++aaea^• .+•°e•a- I _ --'•.,WITH HOA APPROVAL, Azo'MULTI-USE PATH _ _ SHALL BE EXTENDED TO THE ENTRANCE OF - GREENWAY IMPACTS& PRESERVED SLOPE IMPACTS WETLANDS f �I J J U) �� Q COMPONENTS OF BROOKHILL .. - MONTGOMERY RIDGE. THE HOA WILL NEED -i RYRIDGE. THE HOA - - - - j� TONTGOM �3 THE EXECUTEALL T F_ r. - "` <,•, ,,.,*I-J< - `s' W BLOCK 8 i DEVELOPMENTAREA BOUNDARY (TYP.) EASEMENT DOCUMENTS ALLOWING THE L_ 1 L� �� PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE z TH CENTURY COMPONENTS OF 9 y �• EXISTING zoo -YEAR __� CONSTRUCTION OF THE MULTI -USE PATH I_ BROOKHILL LLI FEMA FLOODPLAIN (TYP.) "'�^"`' I �"`"'"r^"` OPEN j 5%-iPROPOSED PAVED ---SON HOA PROPERTY. " I- I j� 0 ;; z0' -- SPACE % 5;: MULTI-PURPOS TRAILS ! - / zo' MULTI -USE PATH TO BE CONSTRUCTED ALONG Com PRIMITIVE TRAILWAY gyp) - -- ;: � � - THE NORTH SIDE OF POLO GROUNDS ROAD ul- eparlment File# PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR i ADJACENTTO THE NEIGHBORHOOD CENTER. FINAL � Q � O � ROPOSED PEDESTRIAN TUNNEL 15- Q IMPROVED INTERSECTION „;, " l FORK �j Ap roved b, ; Supervisors LOCATION 70 BE COORDINATED WITH TRANSIT SERVICE. c O ce e AND STOPLIGHT.' SEEBROOKHILLTIAREPORT �'',�'-": ~ i' 0 �;'-- PROPOSED IMPROVEMENT TO pC%4 �O -- - - - , SrArERT.R63IV 50V113 PRw,ER pg{ o + 0080 EXISTING ioo YR FLOODPLAIN O C ) CO FOR FURTHER DETAILS °Fy I� va _ __,- SROAD�o TURNLANES GROUNDS EETOAD HEPOLFOR O B 48z, P 26) GROUNDS ROADWAY I R�NP �� - 8flfler ^•••- STREAMS * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED DUNE15,2015 w a�+a + '', "� - IMPROVEMENTPAN APPROXIMATE LOCATIONS OF UPLANDCULVERTS PROPOSED30'BUFFERALONG L� GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE * G ---SCALEIII II FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED - POLO GROUNDS ROAD - DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. zoo 0 zoo a0 am io'MULTI-USE PATH n _ i ^ 0 F- w _ 1 SEE PROFFERS FOR FURTHER DETAILS 4.46 40 PROPOSED LOCATION OF HISTORIC MARKER a m JOB NO. - z8C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION ( IN FEET) \ U* SHEET 1 OF 1 182150 - SEEPOLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA. _ /'� In 1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE ���/// SCALE N. T. S. SHEET NO. 2 BLOCK 9 HWOOD ----------- - /�-- j SCOTT R LINS'ZI I b u `\'-/ I I I I I I � � �\ ✓ I .� � V I C �_ OQ�� - IJ'I-�II�I- / � -----I � � '�� / � ' �I �I�\ ; � r 17 A I 1 BLOCK 13 ; I 'Al, BLOCK 15 ll / I 11 o E I I Lic. No. 035791,E 3/12/21 rv4 I Ln o � U) /\ \ U w w - Z U Z Z Z U Z \ a U 0 U U U 0 w 1 _I U z Q w w w �'---BLOCK 10 H w ca a a a m - ' I I ` /-� I o / /' w ¢ Q w w w Q X \ ` / / j w z < ac � ` / /�� /' �� \ \\ /� H m p � awe awC p PROPOSES -_ l`.. /' 1 P�~\ ?\� W w w w DEVELOPMENT / O / / / pCe INITIAL SITE PLAN BLOCKS 9, lo, & ii ' �. / / I �(, / w t> BLOCK12 ; � ♦ � BLOCK 18 �/ -- - - BLOCK / X 1 40k, o EEO Y ; BLOCK 11 \ z e G �. � �� BLOCK 6 I , � �� I �. AI- DP201800050 ` --- TillFINAL SITE PLAN _ APPROVED 1217/2016 BLOCK 1 1' 4C 1 ROAD PLAN BLOCK ���►' •� �--�� /'� � ,_� , l /'_ �; I o5 (UNDER REVIEW) BLOCK3 / SUB2017-00117 1 1 ftft � _ BLOCK 1 I BLOCK 2 o C� ` o I /40f 1 a I BLOCK 17 40P FINAL SITE PLAN APPROVED i ROAD PLAN ` ` 8 ( -'� / 0`c�� • (UNDER REVIEW) _ i o I\ J �C2� . . . SUB2o18-oO11S o ° / - O=Q T L I E L 8 0A2 P o j � I% ° °oo I (/( _ 000 1Polo0 ° `7 1 ► I � � 000 �'�-` ` `� � .. � °oo � :�} to ' ■J j , I BLOCK AREA SUMMARY 0. R A LAN I BLOCK 19 1 %J oo ( ` 1 0. (UNDER REVIEW) 1 1 BLOCK 6 0� �� 1 SUB2o17-00117 I a ` P o o a Develo ment 1 J ` o _ y ° �• Area Per Area (Roads, Proposed Proed Block Land Use District Brookhdl Area ( C Lots, Buildings, Development oo o I/ o COD (AC) Area (AC) Parking lots) Per Area (AC) \ ° I Greenspace/Amenities (ac) D 201900026 1 j BLOCK7 °o \\ `\\ oo°oo o°o°- COD(AC) Civic/ Civic/ y y Open Open Total Total I Greenwa Greenwa Buffers Buffers V o 00o jo° Parks Parks Space Space Greens pace Greens pace FINAL SITE PLAN ' CURRENTLY UNDER 77\\\/ �\1\'Z\A\�' RO O E \ °o DEVELOPMENT FINAL SITE PLAN BLOCK 8B °° / o \ e o° .... ........:.: ......• POLO STATE R7' 643 N6B 481 D (S01) .............. � 1 P.163) +bbow 1;�;1 • i."� PROPOSED RESIDENTIAL DEVELOPMENT u u �► • • � •� (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) .._�" PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT ........... •''••••..,•• -•••�� (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS �----- "......... ARE UNDER REVIEW) i 200 GRAPHIC SCALE ( IN FEET ) 1 inch = 200 ft. / 1 2 3 3A 3B 4 4A 4B 4C 5 6 7 8 / 8A 8B / 9 to / 11 / 12 I � 13 14 isoo 15 Neighborhood Service Center Urban Density Urban Density Urban Density Urban Density Urban Density Urban Density Urban Density Urban Density Neighborhood Density ' I18 04 16 Neighborhood Density 17 Neighborhood Density Neighborhood Density 19 Brookhia House Parcel Total Required Proposed Required Proposed Required Provided Required Provided Required Proposed 12 12 0 0 0 0 0 6.3 5.1 1.2 0 0 0 1.2 5.8 5.1 5.8 0 0 0 0 0 3.3 1.8 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 9.98 7.17 0.86 0 0 1.43 2.29 11.39 6.83 0.52 1.09 0.44 1.54 3.07 6.58 - 2.31 1.46 0.85 6.6 5.1 0 5.7 1.5 0 7.2 7.2 0 7 0 0 0.2 7.2 17.7 11.9 0 2.9 4.7 1.1 8.7 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.16 8.55 5.52 0 0.54 1.80 1.64 3.98 F36 7.4 0 4.04 2.76 2.18 8.98 I�-�-11111�1111111111®111111111.1111�11111111111111�11111111'® I�-®-1111�11111111111111�111111111.1111�' 11111111111111�' IIIIIIII,® �z � QC'7 N J ® 00 N rn w w > J z LU Q a z J z J_ I� U LU LL O m L9 co _j oo L02 U U O w 1 U Y J w 0 Ln D~ J � F_ J C° W J F T J~ LU L f 0 O U w J U w w O w aFn JOB NO. 182150 SCALE 1 "=200' SHEET NO. 3 GENERAL NOTES: /'/ //' ' / %/ / _ / / / / / / //// / I / \ \ \ y i /' // / v TM P o 600-00-00-gi-gB1 Ji i i' ' � \ \ \ \ \ \ PROPOSED ROAD 1. A 100 YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL // \\ //v/ / N/F RBD MULTI -FAMILY HOLDINGS LLU / 9°�' / I �� \ \ \ \ \ CURRENTLY UNDER REVIEW) Ijj OF DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT / / // // / / / //� i \ -' i / / / Y \ D.B.,5707, PG.148 , /'6\ �. \ \ \ SUB 2oi800125 Jrf PARCEL PER FEMA FLOODPLAIN RE PR MAP # WITH THE 0D. NO / // /// / / / / \ / / / \ o /\ ak << \ S 1' TM P o 600-00- / L / / / j A s ,AREA: o ACRES 5 1 / / 438 IiSTq4 oo-o1gI33 FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. /// / // // // � � / / %/ �// I II I I I / \ s / 9 49 APPROVED ROAD; 1 / F �</ � \ 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. //// / / // / / / / \ // // / / / / \ Cq \ \ / \ / / ,1 / \ S V ti CROCKETT CORPORATION SCOTT R. LINSZ 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL // /// / / / / // / i / / qN/ UNDER SUB zoi7ooii7 / 9 • / ,/ / \ �'p�'p�F INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF // / / // / / / 9/ / //// / ' I / / / / / < !gRYS \ r / / �/e �/BRST D. B. 5011 PG. 170 Lic. No. 035791 �( UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, /// / / \v/// �, — ' / EXISTING PROPERTY ctiFR �h� ,' VARIABLE WDTH PUBL}}C/ / / / �0' A�SA WATER y �/C / �P�C r AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE // // _ / / / /// / t' SWM FACILITY EASEMpNfi / / - / EASEMENT /ss�O Ff \ o, CONSTRUCTIONTHECONTRACTORSHALLVERIFYTHELOCATION ///j/ \ / // ��Q / /�// // / l 11 /I\\ - LINE BETWEEN BLOCK'\�FMFNT ,�DB.5121, PG.644-67�/ AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY , // / / / I ' \ / 8A AND BLOCK 4 / / V 1 /�/ / I I / �9 \�6.\" •�r SEWER, STORM SEWER, AND WATER -SERVICE PIPING;�£ / / � / / ` UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE // /=Q / / ���/ // I I I l \ - -'' ' I I / % 04/24�7 4 CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED c _ // / �� / / / I ; %I \ / / /1 33gk\ / Sao / /BLAND RES ED FOR LUTU Cv / / / / \ DEDICAT UPON DEMAND TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES ( / / // \ / , = = / / 1 \ / 4f� / \\ v / / / /� U / \ 4 ' / °�" Q i� FROM THE COUNTY. / \ SERVING THE PROJECT SITE. l / //j 5107 PG. 1 8 / 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING / �/ j ///// I F / \\ / / / ` °� / �) / / / /\ / •J / / / ; / / �' EA. 2.1 ACRES / i A F- WATER LINES ON THE SITE. 5. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS \ /QF RECORDED IN DB. 5121, PG.689-701. ( \o� — �/ / / /v�A�` o n / I \ EXISTING ROUTE z PROPOSED BROOKHILL I' 1. � / Z z 6. PUBLIC ED I FACILITY EASEMENT DEED OF DEDICATIONS WERE / �� / /� �/ 1 \ v BUFFER ON TMP46-1 A1� BLOCK 8A SENIOR LIVING FACILITY I - - 428 / // / / / /)��// % A n O � � V A A U RECORDED IN DB. 5121, PG. 676 688. A �A / v F w w 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED / / / /� / / I \ �F - 9 CURRENTLY UNDER REVIEW I V� VARIABLE wlDni / _ - - / A 1 ss o 2 / - / /- / / { I ; I I � A 0.95o ACRES ( ) w Rueuc sroRM V PORTION OF EXISTING R/W TO BE I / v v `� . > o � � � o PLANS AND MAY NOT MATCH THE CURRENT, EXISTING j // A I oeAw EASEM T VACATED WITH THIS SET OF PLANS 1 v v U z z z U / / y v SDP2019-00026 o 112t,Pc as-675 �2s_ / v v. as TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY /// v v�� \ I�/ //� / / ytiI ) v �v w w w UNDER CONSTRUCTION.�/ AREA:8.55ACRES - \ / // I s��. A �.¢ z ME x x z u 0 0 0 300 �5' 3s 2 {"W 4i.13z' / / �� � - - - (� w a O u u u O / . °e 4 u� O a a a O 100 PRIVATE Vv �— ' / \ T I /VARIABLE WIDTH s // // I �� I 5�a ' m m w En En En w / 22 / DRAINCEAS�MNT // 7 ? o a a a LANDSCAPE �v EASEMENT vv ' { i' z < Ov w w w _ --- --- --- --- -- --- --- --- ---- --- --- / ,568.5z' °w , — w m a a a m / / / / / / / / w T _� 4-6 ��• DB 5121, PG;644-6�5 vv / / �� D8.5121, PG.6 q54 Ln / eoF �R/ f - - - v EXISTING PROPERTY LAND RESERVED Fg RUBE �� v — J J �pti, 0 F L DEDICATION,( PO DEMAND oe 663 z ¢ w w w BSE�IRAgSFTgNO 1 v-PARCEL LBNEBETWEEN - -- TMP O E)00-00-00-01 Al FROM HE COUNTY. / ? 20 /V v i� � / V/ °c w ww > > > w G6 �FN C �' v / - 4 (D.F 5107 PG. 1-48) m w w w a QQ T 9AF v v v TMP 46-igAi & 46-igAz - / \ _ �/ �, - - 0, A� / V co o CROCI(ETT CORPORATION ,AREA: 2.17 ORES w S, / v = — _ oa J ANIT) Y/SEW R / v i v v — - AREA: 5.521ACMES— / / / ��/ zoo A a--� L� w > > v EAS y / A a w w -DB: -1 0r P�7. Ct— — — — _ _ DRdiIJ�EASEMEN i // / �� , �7�� 53o,a55'35.iy W i6.io8' w ssa e of --- —_--_— DB.5121, P $4 -675 / � ��'_� o / cLu n 5 5 �F 25' PUB 14iSTORM / / i A L / � I Ne3'4t2�EZ__ s.oa' 3&39' — — — N58 611'aa',o w — saaalzs"w 5121,LYY E675c-6 8_� - 7 ���� m ef• / / �, / / / 6.it — — — _ — _ W / 2587 -. �-.<.. DB 5121, PG�75-6$8— — �s>egA� T /��� //0��: /, I I ) / �-� I 189.04' A AJ V -�_ � v <. — — — — — — mom_._-.,9.��A � sAmAtnRv sew¢R y�A / � ' A / i 0 711--_�SWIV EASEMENT \ Qqy / Z ///0)�(1(10)0)VARIABLE WIDTH PUBLIC -__N T / - V - �� N ,moo ti L z i1o, 0 a 3 500 / ww5 �° io; ; FACILITY EASEMENT / / /� \ v �� v / I i. 506 / / r , ry o o �� v T T_} I I ( r o ^i o _ ti _ �I \ \- o G 64 6�� q0 v eu m , % / , FACILITY v �/ p / /�V A 1f� ,� % EXISTING STORM SEWER ALONG ARCHER AVENUE SHALL / A ' B OOKHILL / / 9� v v v 10 �i / // i I (REMAIN & BE MODIFIED TO THE NEW ENTRANCE LOCATION / ( / WPOzoi7-00037 � � � J �i/ %� � ��. A v— - t� �m ��- „ /I /T v ) I I�� o �ti //�� ` ---- / \VAA ��� 4oa T„/ I I : BLOCKI9 / �/ ti 7/ �// // / / I EXISTING ROUTE zg / / i b \ >s"s\ / //�/ / E BUFFER ON THE / V AV A V oar V " \ I I EXISTING ENTRANCE TO BE DEMOLISHED & REPLACED WITH BLOCK 8A PORTION / / �\ ,• L A s �47z, 1 A NEW ENTRANCE. NOTE: THIS WORK WAS PERFORMED \ / / JJ I I // A 581' 7 5 I I / — i� i A V A�-� I \A V OF TMP 6-1 Az- / / / / / i���-s�� w i"\VA ' ne) _ �_. WITHTHEMODIFICATIONSTOARCHERAVENUE. v / / / /�//// / / //// / // ► A� 4 9 // / Aia9 I EE / a V A V �o.69oACRES �� i 7 / / / / „ v W „ A � XISTING BROOKHILL HOUSE / i 7i � PROPOSED GREENWAY L9 EASEMENT �,12Wm �53.00' BLOCK8Ao54ACRES u v I \SP6P 9'55�4',�505 o\ ROPERTY BOUNDARY (TYP;) o EXISTING ROUTE zg ° \\ EXISTING PRESERVED\ / y W W� - - W - , /W W -�W - W) / - ' • .00 \ i w / OPEN SPACE / I / \ w _ /W II \ 10 ACSA WAT R �I \ / / i �� \.\ �. / \ BUFFER ON THE \� \ , \ \ STEEP SLOPES / 9� \ so- % i i 3 a \ \ \ \ \ \ I \ ASEMENT 8„ 8 C� BLOCK 8B PORTION < \ \' \ ,S \� \\ \ i.8o ACRES" / 3 1 \ / �� \ W I I 1 w 3j6 w TMP,o46o0 00 do 18E1 / 0 , /, �W \ Sz 41. z8.° z' 1 8 — HAU�H CbIA R / i o / � y r. ` v v " I/ � �I \ \\� / 3e4�` sn�,o�4„E I 33' 4 " � � / / OF TM 954 ACRES v a v V / / / LIMITS OF FUTURE GREENWAY ) I / �� /I 11jse I I I I C I V A \ a.y66 / `, i s A V A `� • i 0. v� v TO BE DEDICATED TO, �� \ \ oo YR FLOODPLAIN. //,> / / \ \ 1 IW ALBEMARLE COUNTY PER / / / / �9p £ Lu CES /' - - 91t� n U \ \ D.B. 2 G 6 CV vNUMBER zoi60000 , h ! _ / /` / // � � I i 1 A / '1 , , 3 - p `o I - / /.' Z�y 7800011PROFFERS / / 390 _ A APPROVEDFDP a i yl I \ \ \ \ �� AREA 135��(�RT- - Z o 4 m /y% \ W % I I / / 4 m 1 \ \ \ \ \ ti LIMITS OF SUNNY DAY/ / / // / 1\/)/I i /� - / �W V l l / 3� 3B8 iI \\ \ AC (THIS BLO K) N \ N _ BREACH INUNDATION // W / / AI \ -\ - - - ZONE //� w % �%I / /��n.z 5, R�y1 / \ �� / l a / ,3371 (\PROPOSED HISTORIC„ \/ / OA / /� / �\ i • \W W \� �� � - PROPOSED OPEN HOUSE BUFFER V A V / s¢ % o /ra / - �w / /t / '�f/ / ( // tee` I =i73 'Kli22i1501 I AI o.384ACRESv � vv _ i 7 SPACE B 7W ✓ p p _ : _ �; \ -'/ ,� .� /„ l %,, �/ l // 3B4 ,OkB'.386 1 1 1 1 I V \ V — / /}��.� , J EXISTING PRESERVED vo.o7ACRE5 // / . / /W //i (" / / /./. /. / .�� / // A V I 1A \ \ - _ I EetEPc saa sieuc 1 \ \'v v - - -- -- i / / 7 v J STEEP SLOPES / / ✓ /� C ! R „ 1 �, �, /�. y �, / /I / 1 RM DRAW EASEMENT I V A / / -� W ��\ v / " / �� / \�\( %W %/W �/ . / // / / , I P .$ Iv 1 AV A V A �Z v PROPOSED zo' LANDSCAPING / / / , �� // % H� Z (� /� / / / �� v v� • vI V v _ _ BUFFER AROUND BROOKHILL/ / Iwo �j // C0 %� l� / EXISTING PRESERVED / / / ti� y� vv v v �Iv A V v v HOUSE PARCEL / / �, % / / / W a �/ �� vvvvv" AA ate, / / / / / / -- / ./w SLOPES / g,- / ��®�a�� �V A v v _W ��/ /� ✓ . STEEPS�O� �/ vj �� s A�ADLEwIOHHUeuc v \v -- BROOKHILL — _ '��i�// / / / o ' / I STORM DRAIN EASEMENi- 1 y \\.\w\Ww \ �. w w l //W / 4/. y/�W ! / / 37 - D s, sm ss� \\ \� \\7a - BLOCK8B --- // / / o B 21 PG — -A��.� Wv vWv �- w,� vv �" w//✓ �� ��/ W/`/l l// /�I �� ��_ A vvvvvw VIA Z 3 /0 / AA !� �. �/. / /.� /llll / v 7 E=zzaa' �s--EXISTING STORM \\ V - vvv-- - - - - -- / �/ \) / o' \ a \ V X ® T A W / W / Wes./ / w W W / / / / 3 (nE)- - -TO \ �A \ \ ��i; I / / - \ \ V \ V A PROPOSED GREENWAY' / / 4 y- y " / / �� BE RE-ROUTED ED \ VA v , - - - - _ - - - - - , / / / U �A I B�FARrR / T 4 9 �A \�\.� / /�� �l _ OUT 1 i / / / I �65j FRFgrF3 TMP o 0-00-00-01 Az v� \ ��! ( \l l --�sesrosso°E v v IVA� V A NOTE: PORTION OF PROPOSED / 2 0 \\ \W W EASEMENT WITHIN W /d } W W WI - ` aaso \ \\ \ \ i / ( / (.� / zi A 6FMgNos CROCKETT CORPORAT N • o �» / / / / \ \ \ \ _ _ U y✓ / / / Q T 5 Lr 35 \ o ® pj¢\ \ \ \\ I \�\ I \ \ SANITARY SEWER AND zo' EASEMENT_ -' , m I / / % z_ 0 aA v 5 5 4 �A © ® A W / / / ®� / ®® h / 1 / /l ��� a°°g<� \ �A \ - - - -- - DEOVEEOPMENT OFDWITH BLOCK 8 E / s, ARfA; 1o.61PACREs' \ ® ®, /� ®' I / / / \ • �� G \ �// / 372 4511—vv v \VAAVA V� I \ v\vv —---- / 20 ncsn WATER - - \1 EXCLUSIVE OF ARCHER AVENU I 1 1 \ EASEMENT ® w I ® / PROPOSED OPEN' L=5�375, R=�z 1.50Q\\ \ \ _ \ ( E1 �' w _-� / 1 — d �' \ \�\ \� -- ----—_f1C71Po4booeao�ol8Eo / / / / w o �, _ — \ PROPOSED OPEN �\ ♦ ® ®® ®® 1 ,� 1 '� \T A \\� \ \�A - - - - GH, C HA / / / / L T 0 \ SPACEC ayr�� \ V Av ES R / / / I— ® ® v/ o. ACRES 770 - VA \ V� V A \�v v - / V / / E �. SPACE A /� \ ® ® „, . EXISTING BUFFER ON , ® V. w\ W / I 79 l 3�%' _ �\ \ \ �A A VA�� \, - - -- - _ �NR T / \ // / / _ j �I HAtJ / _ 0.6 ACRES THE BLOCK 8B L / PROPOSED SWIM ACCESS AND � 7� 9 4 ' ,BASIN/SWM FACILITY PROPOSED WITH -_ _� / ® ® ®0 - PORTION OF TMP WITH w //�' v -AR 7.504 _ / / N I BE 5,— qC / o vv \ ® 1 46-�9Az - i.490 ACRES/� ® )� / EASEMENT TO BE RELOCATED FACILITY 368 , ' �RELOOCATED WITH THIS S SEOT OF PLANS ���e \F l I l / l� LL1 w / MODIFICATIONS TO THE FAC ® \I z�� / l/ :I I m I WPO zoi7 00037 \ _ > \ \ / / / / l l I I l l l w NNNN 01652 \\ ~� \ \\ _ VARIABLE WIDTH PRIVATE/ / /" 0 / i W * W l I 1 ® ` '.W W W EXISTING WETLANDS //JI ® 1 //!/ I II L ND RESERVED EOR'FUTUR j 1 I I o I I \ \\\\\ `��\ �_ - \ --' \\ / // /// I / / DILATION UPON DEMAND P \ \ v v / / _ DEEP— MAINTENANCE-EA&EMEN'f �� " / W 1 w, ® -.. /0.'557 w !: " ® A V v ASsA V A % I / l z �\ ® 6 µ ' r»so 5 v Viav FOR IMPLEMENTATI I ` "',.s v �s• / / / _ ( / � � FROM THE OUNTY � ass I �I A A v v �v � �e / � /\ / / / // I I I I ® ii \"� ��� SALAMANDER cR G / ✓ N �/ D.B. 510Y PG 148) 3 V A vv �� 9r — — v A / / / /// INTERMITTENT STREAM 1 � o I� SERVED E`OR'FUTURE DEDICATION To"PUBNC 0 �' I / I REA: 71A RE I �'�1 I I v v ��•�� v w A@RES".aF TMPB T9A LAND HEREBY 1 \ L v INTERMITTENTSTREAfv1 �l BY THE COUNTY' ; ® i 'P 1 A I I I I �VARI�BLE WIDTH PUBLIC J \ ' i — / V 1 / / /l LJ I I I I W o i.A® \ �J n 4•I SWM FACILITY EASEMENT / / A \- i� DB.5121,PG.644-675 / i / / A / / / I I 0 _ - - W W I W \W\ — N62s3 F wl 0 /V �4BLE WIDTH C \ sr 3I \ 3 \ / \ / ° Cgpt RUF ® sa4sa7 - _ - - - - _ / gyp= I ti BASIN/SWM FACILITY STRUCTURES / I W i Q �s /w E� \ \ \ \ , •644- FER .29a35. :, $RO DR�CI M T \ / I �si�y p"o �6F. 6M. p / / ® _ , Eas&E, r ti 9 •, - - 4 !a. 4 635 _ / _ _ PROPOSED WITH BROOKHILL VSMP PLAN / — _ \ / \"\ ,'� — - — — .. d" STORM DRAIN EASEMENT' 'tn VARIABLE WIDTH \ \ I ) -30' PRIVAT ®®®®®/®® S = 7 -'A N rO oad12,_PGeaa-e7s — , \ / / TO BE RELOCATED / i EXISTING MANAGED OCATED WITH THIS SET OF PLANS O /� _ - — — — — _„ w s�8. 'STEEP SLOPES p x LANIL) A N9 tinE i � �UF FER EASEMENT / �— ,_ `. G.644-b`yj5 / _ �- ea a g �_:. '',Ee✓� � 80 MVPT CAN r - / / •� 1 // /XISTING ® _--- — — — WETLANDS / N _ ,LIE) -2. F DB 5 EASEM � E - �r �. asaa,aE zotse 21, ENr / / EXISTING V\, � . / , / � � EXISTING I o.73(n PG.644- S _ '' / 30 �/ / / \ PROPERTY LINE 0 VARIABLE WIDTH PUBLIC ` -----' -- - - zsr,nei N7a'za 6I \ i LANDSCAPING BUFFER yp / v 1 / w o \� \ \ \ ® STORM DRAIN - - - - _ - - - _- _ - . -. ,� ro L --' • CI "'W il9 LL P I \ J VARIABLt-W@THH RI �� � — — 3 - _ — ' L=6s6 n mq�s�F - _ os_--- sbs sail o / / /y v v FOIRT MNANCE PLEMENTATIONEN'0F \ v \ ® I — — -S — — — — -' — — — — — —�. - — — _ _ _ 3q'H57n °f� : sToeM o Irv... au u / / / / EXI II , 1 i A o EXISTING POLO 7 E1 , / / Lu v 0 ® DB 121, PG 644-675 _ f �• r \ \ ( - o `' �� STING SANITARY SEWER AND b \ POLO GROUN6S RO/ / % DB512, 6,7s \ / / \ O w o \ \ SALAMANDER cRosswc) \ \ \ - , ®®® ® - _ - - ® GROUND ROAD BUFFER' L-1 - 0 c s`60 adz B E 6i / AI zo' SANITARY SEWER EASEMENT \ o< Ln o \ \ \ \ \ ® - ,� 9' '9j to -o N2roa'ae E-a.7s(TIE) STATE ROUTE 643 (D-B-481 PG.263) \ ® o. o ACRES % ` Sao \ \ \ 0.557 ACRES�E7F TMP__46�9A LAND` - \ - 3 5 _ _ - \ \ _ _ _ _ _ _ 48.503, Soo 33 �l '3?Q: €E T \ JOB NO \ HEREBY RESERVED FOR FUTURE — — — y ` —_ _ _ _ _ — EXISTING POLO - a — — ®�—p — — — - —, sr3sa"s�E �So E z33.8z F "� '' /X4,�� / '� I ISTO WIDTH EASEMENT \ \ \ \ \ i p�f i 4 �RARHIC SCALE DEDICATION TO PUBLIC USE UPON DEMA D — — — — — — = — — = _ — jap. 3 q�0' CA,; VA N G 644-675 \\ lOL15� N \ \ \ BY THE couNrY - � \ \ _ as\•SsYE 7s�= Ne � ' �J-� � - I^ \ \ \ 1- GROUND ROAD BUFFER / - - — — o _ FFfR q\\sa o zso i— �o olf \�, o.536ACRE5 - ®®® _ - _. SlurCq \ \ \ ®® ®® ®_®-® RSSzTas w v v v �° Dg 'AN S V A SCALE _ �z H- ---� i——---�.0s.B7 —�\ _ .644,6I _ �\S \----- t - ¢ \� \ VARIABLE WIDTH PUBLIC ST � t04.kk - \ \ \ ' — — — _ — - / r S j L A, q\ \ \ \ \ \ n r o \ EASEMENT DB.5121, PG.644-675 i — — — — _ _ SSS \ \ \ �� \ LIMITS OF SUNNY _ - _ ,5 , ° ®® \ 3D6 \ �\1 \ 1 =50 IN FEIET \ A' �, A v_ e�i �! < — 576• ( ) - v - DAY BREACH - - - 0.150 ACRES OF TMP 46-18 LAND HEREBY `A L A ®® V �; — — ® ,v A v � v AperA vv SHEET NO. a 1 inch = 150 ft. f , m \ - - - - _ - - - -RESERVED FOR FUTURE DEDICATION TO v \ ®®® �� L� .47a, R=484500 o_oD•---_- - INUNDATION ZONE a 38sa8'aa'W \ v - PUBLIC USE UPON DEMAND BY THE COUNTY nr V VARIABLE WIDTH PUBLIC ® o ® 0=�.775g -- - - - t----- \ — - - -35E - - h STORM DRAIN EASEMENE' ''//� V � �C \ /Ca., ROPOSED GARAGE (TYP.) NOTE: A 20' BROOKHILL HISTORIC HOUSE B FFER SIGN (TYP.) / PROPOSED STOP SI ROLLTOPCURB % / 'Q / / SHALL BE PROVIDED ALONG THE BROOKHILL N / / % HISTORIC HOUSE LOT. THE zo' BUFFER SHALL BE o p\ TIE-IN PROPOSED CG-6 TO �" m I I I I m I I m I I m I I m �r ' MATCH LI N E - SEE SHEET 6 EXISTING UNDISTURBED BUFFER OR REPLANTED \ \ EXISTING CURB&GUTTER — / i ROPOSED 6' PLANTING STRIP (TYP.) NEW LANDSCAPING BUFFER. PROPOSED STEPS�r ROPOSEDVDOTSTD.CG-6 HISTORICBROOKHILLJ j R /// / f HOUSE PARCEL i STOP SIGN (TYP.) / TIE-IN PROPOSED CG-6T0 .1 ro \ / EXISTING CURB & GUTTER k7 ` STREET (TYP. cyToi I90 S/GHT OSTqNC z 1ST I l F, PROPOSED VDOT STD. CG-12 (TYP.) / y. STREET 9 202 SIG ti0ti ROPOSED 5' CONCRETE SIDEWALK 2 tiQti N �OQ P \ ROPOSED VDOT CG-2 \. // ' - • - SIGN \ \ PROPOSED WALLS BOUNDARY (TYP.) OFS Fr \ (MAX. HEIGHT 6') PROPOSED 3' CONCRETE SIDEWALK / ,\ / /� :: R (/ PROPOSED S' CON \ Y CRETE SIDEWALK V R (TYP.)- PROPOSED 25FRONT �• PROPOSED VDOT STD. CG-12 (TYP.) I / 1 MAX. SETBACK (TYP.) --f---------INjpF l / i IW J I / I I W' N / Z_'J w ' _ W V LLJ LLJ H � o a/ OO / QO � 0Oo � 1 Oo o � 1 °o °o Oo Oo / o / Oo / 0 1 o / o / o / Oo — — — — — — — — — — — — — — — — oO / °o POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W ROPOSED STEPS (TYP.) \ STOP HODS BR O �I �I l 'l-`-!_--_ r i SIGN •' �. Gy�,O/S \ \ (TYP.) 1(3 IN... FeUFFFR/<<HI,y. LIMITS OF PROPOSED OPEN / ARi Oy (o•3ggC, SPACE PARCEL PROJECTBOUNDY(TYP.) -___ l &, \ PROPOSED DITCH BEHIND UPPER WALL [EQUIPMENT OTE: VISIBILITY OF ALL MECHANICAL ry W % F zgo, \ ' FROM THE ENTRANCE �ORRIDOR SHALL BE ELIMINATED. STREET SIGN �� v ' Z Z ' ' „ __ it PRIMARY ENTRANCE (TYP.) q8g, \ RFp(gRq< UN V 2 m ' F_ftj H 9 'r i PROPOSED 3ooR R NrFp/(q a 2 ' ( i ' ROLLTOP CURB o R NpSCgPpBUFF Q�7Q I r-1 ; ROPOSED GARAGE (TYP.) ; °. ti5 SIGHT \ Fp&UFROR \ m-'`--i----- r . � ---- ; •' gQ- DISTgNC .. ' +vo FFR l / STOP SIGN (TYP.) / g' (nW> ---------- TRAN —TION FROM ROLL-TOP CURB TO CG-6�CURB & P PROPOSED ROLLTOP CURB rQ 0 TF PROPOSED WALLS I �� i _f___ 0 ' /" TRgVF� q GUTTE\ R DRAINAGE INLET AL \ G WESLEY CIRCLE (MAX. HEIGHT = 6')IR -- -ROPOSED GARAGE (TYP.) z M/ PROPOSED 5 CONCRETE SIDEWALK ; SFTBq GgRq \ PRIMARY ENTRANCE TYP. ; Op - -- Ck(TyPC \ (- Z W PROPOSED ROLLTOP CURB S, PROPOSED STEPS -.y(4) PROPOSED PARKING SPACES F 20. G•R r a I_.o i ; _ ._._. y # / PROPOSED CG-2 CURB (TYP.) URB & PROPOSED STEPS TRANSITION FROM ROLL-TOP CURB TO CG-6 C GUTTER FOR DRAINAGE INLETS ALONG NOUSH COURT T / S S' S, � : ' ; ; - ROPOSED 5' CONCRETE SIDEWALK ROPOSED VDOT STD. CG-12 (TYP.) i • E!P EIP ,• ,. � �;r, // . ROPOSED CG 6 (TYP.) PROPOSED VDOT STD. CG-22 (TYP.) y / • ; - - ROPOSED MAIL KIOSK ° 10 czz U ' C PROPOSED8'FR;R ROPOSED6CONCRETE5IDEWAL�`6 MIN. SETBACK (TYP.) G 6� � - , - a PARKING SPACES / JJ w COURTYARD 4) PROPOSED PARKING SPACES - --�- ----------- . ° . ¢Z_ �. .STOP o.zo AC PROPOSED GARAGE (TYP.) "• PROPOSED CG 6 CURB (TYP. �- �� \ SIGN • PRIMARY ENTRANCE (TYP. � --' ___J LLI I Q 1o) PROPOSED PARKING SPACES PRIMARY ENTRANCE (TYP. N > 'P --- I b a PROPOSED FT LL1 a --- ROPOSED CG 6 (TYP.) - ROLLTOP CURB - - - ti° R ------ - a -- O (pl -_ �� �� PROPOSED I-- - ----' M a ROLLTOP CURB • Z Z 1 O _ I i8' (TYP ) z PROPOSED WALLS (MAX. HEIGHT = 6') PROPOSED 1o' REAR XISTING PROPERTY LINE (TYP.) • I i -I Irq- SETBACK ---- --------- i_ i MRIMARYENTRANCE(TYP.) F 2gi -- ROPOSED STEPS (TYP.) `" i �CFjC• LIMITS OF PROPOSED OPEN PROPOSED SPACE PARCEL } ROPOSED 5' CONCRETE SIDEWALK, / I I. GARAGE (TYP.) __' --------- - - 4 Q 5 R -------- ' _ I •--- l/_ ROPOSED CG-z CURB (TYP.) 5 CONCRETE SIDEWALK I ; --;h <v OPEN SPACE D 376 41�7 �/ PROPOSED ROLLTOP CURB Q TOTAL AREA = 374ae 14 I � PROPOSED � � -male[ I I i C) � i. ACRES _EWnIWiI _i DRIVEWAY(TYP.)---- C!_ STOP /(AREA OUTSIDE ----- - - 1-- - - r ��. SIGN BUFFER AREAS - - -- -i pJ (TYP.)' / 1.26AC.) (TYP. n / PRIMARY ENTRANCEi _ I 1 W ROPOSEDROLLTOPCURB Q I /�O XISTING STREAM \ PROPOSEDCG2CUR6(TYP.) W �/ PROPO ED iwll 1 `\ PROPOSED WALLS �'� STORMWATER W (MAX. HEIGHT=6') f - MANAGEMENT IIWm / FACII�IT�' m� 30WIDEpO \ / / m Eml / XISTING STREAM ROq p BUFFER ROUNDS 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. q q� qS W-II 32gCj RFP/ NT DND/ TURF p /W I I�mW g' " \ wmw17 \ NDCgPFOBUFROR �� - F / NOTE: ANY PORTION O o'BUTFER ALONG POLO FR IIIII Dill O OGRD ROA D THAT lI GROUNDS S O CORRECTLY EXISTING POLO GROUNDS ROAD \ III - - / WOODED OR THAT IS DISTURBED DURING STATE ROUTE 643 D.B. 48i, PG. 263 �� - /. GRADING FOR THE DEVELOPMENT OR ROADWAY IMPROVEMENTS SHALL BE PLANTED AND OO PROPOSED 5' SIDE SCREENED WITH A MIXTURE OF DECIDUOUS AND � EXISTING PUBLIC ROAD VAR. WIDTH PUBLIC R/W SETBACK 90 PROJECTBOUNDARY(TYP.) 00 / EVERGREEN SHRUBS AND TRESS TO BE -� \�� - / APPROVED BY THE DIRECTOR OF PLANNING. a QO a � � I . � � V GRAPHIC SCALE ° ° o o O R30 o i5 30 6 OO BLIP ( IN FEET ) 1 inch = 30 ft. Lic. No. 035791,E 3/12/21 ¢�'41 O H H ° U F w w � O F F F O U U Z J Q z w f w f w f z F Q VI f f f Z n a k 0 m 0 0 0 0 0 �/\ Q O V V V O (n , m < < < r ZU W W O ¢ O s Oz F J m d d d m 3 Z Q Lu Q o W Q (n (n (n c m d w w w d J � Q �, Q 11�(n (n O w w Lu a w w � ti C 0 ' U w a c 0 6 c a 0 o 0, 0, o+ o+ a, a, .� Q "-i ti N C N ti N in p c ^ o m ^ a+ m L Cy) �z M M N J � M N 1Lu`_ N W Q Jz J > Lu �♦ LL 00 O U Q w v Lu W 0 ul j W W W J .__I Lu C O O N O U W J o-~-I F W W a JOB NO. 182150 SCALE 1"=30' SHEET NO. 5 PUBLIC ROAD OR GREENSPACE SCENARIO i SCENARIO 2 SCENARIO 3 % CAR �� 9 GARAGE PARKING i MIN i MIN i MIN MIN SPACE 1 CAR 15URFACE Z GARAGE Z SURFACE PARKING Z ZZ PARKING SPACES %9 PARKING SPACE i SPACES o LL PRIVATE ALLEY OR STREET LL 'S i�o 20'MINIMUMTRAVELWAY PAVEMENTWIDTH c� zo w PUBLIC ROAD NOTES: i. EACH SINGLE FAMILY LOT WILL HAVE A MINIMUM OF 2 OFF STREET PARKING SPACES. 2. OFF STREET PARKING SPACES WILL BE LOCATED - IDEWALK 5' 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. 4. 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 q SCENARIO 5 DRIVEWAY) SHALL NOT EXCEED i0% 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. PROPOSED CG-6 NG CURB & GUTI TIE-IN PROPOSED EXISTING CURB & tiw �M �Q n 22 2ti O/ 2 PROPOSED 3' CONCRETE SIDEWALK- �/ PROPC PROPOSED25'FRONT / MAX. SETBACK( P.) v° �p )JECTBOUNDARY(TYP. 4' CONCRETE 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. PROPOSED AY SEES PLANS UNDER SU B2oi800n5 y \ 'RIMARY ENTRANCE (TYP.) \ \ ROPOSED ROLLTOP CURB yh \y / ROPOSED GARAGE (TYP.) v V f \ \� / OPEN SPACE D PROPMAX. SEED TBACK RONT �O i \ // TOTAL AREA = ° MAX. SETBACK (TYP.) : ° �'� rY _� / � PROPOSED / 15'R - i.95ACRES / yROLLTOP CURB (AREA OUTSIDE \ \ BUFFER AREAS = 1.26 AC.) \ \\ \ PROPOSED io'xio'BRICK'PAVER AREA WITH PROPOSED 5' CONCRETE SIDEWALK �'\ i _.\ HISTORIC MARKER FOR THE BROOKHILL PROPERTY ROPOSED3'CONCRETESIDEWALK ,y PROPOSED VDOT STD CG-6 / / (' ROPG-i (TYP.) 00 PRIMARY ENTRANCE (TYP. A, EXISTING LIMITS OF WOODEDTREELINE ' 0Q PROPOSED / 7) PROPOSED PARKING SPACES. <•1/'� DRIVEWAY(TYP.) PROPOSED 8' FRONT MIN. SETBACK (TYP.) / F, /ro° i yR // PROPOSED WALLS (MAX. HEIGHT= 6') \ �Q \� PROPOSED �J \ a ROLLTOPCURB / PROPOSED DITCH BEHIND UPPER WALL P. hY zg, ROPOS€D VDOT STD. CG-2 \ // (> WALK / ROPOSED GARAGE (TY-) o / / EXISTING BROOKHILL HOUSE / RIMARY-ENTRANCE (TYP.) i 0JT/,4`v PROPOSED io' REAR SETBACK � Q\ ' `� zg ''' / • �-,, N ROPOSEDG7IZ�,GE(TYP.) SIGN (TYP.) PROPOSED ROLLTOP CURB YYWy y Y MATCHLINE - SEE SHEET 5 PROPOSED 6' PLANTING STRIP (TYP.) v ROPOS STEPS' / ROPOSED VDOT STD. CG-6�- \\ HISTORIC BROOKHILL HOUSE PARCEL STOP SIGN (TYP) z9op gNCF'=y / C' PROPOSED VDOT STD. CG-22 (TYP.) STREET , SIG (TYP.) \ OPOSED 5' CONCRETE SIDEWALK oo. PROPOSED VDOT STD. CG-2 / \ \ GRAP SCALE aN p � PROJECT BOUNDARY (TYP.) L '/ ' i r _ PROPOSED WALLS ,STREET R/ p°s oFs F \ \ (MAX. HEIGHT= 6') 30 0 =s 30 6o SIG 5' CONCRETE SIDEWALK (TYP.) i o qT�T C�F\zoo \ \ % PROPOSED OT STD. CG-12 (TYP.) ; � . RgVF� R :y. k�Ci \ � �... ( IN FEET) j -i -- -- wqY tt \ \ \ STOP z HO/OFBR 1 inch = 30 ft. § �PROPOSEDSTEPS (TYPJ /� S Np• Gh'T �S \ \ (TYP.) ��SFeFOFR/<<Nis LIMITS OF PROPOSED OPEN - Tq. (0, TO SPACE PARCEL / / (TYP.) GyT (C \ 3ggC�R/C Tq C , �8 \ \ ROPOSED DITCH BEHIND UPPER WALL Lic. No. 035791 It, 3/12/21 ¢�'41 Z O J V/ u Z LU0ZZ J O H � ~ Z � w LNu IIe Z Z w w f f 0 f UU F- F- F- Z Z Z U w w w =O O 0 0 0 w w w w w Q ¢ ¢ ¢ Q < < w w w w w m a d a m a w w w a CC CC p inc inc inc p LU LU V) V) � � o ur W ul z Cy) C'7 M N M 1 N (] N N LU J U) LU U LU LU Lu U) LU Gf O N z C L W V) J LL co W U O MJ W .J O O cl�M W O Q w J ti F w U) JOB NO. 182150 SCALE 1"=30' SHEET NO. 6 0 w w w�-w w w a. POLO GROUNDS ROAD 0 VARIABLE WIDTH PUBLIC R/W ° 0 zo' SA I RY SEWER DB 5492, PG 484 ly EXISTING 8" D.I. WATERLINE) / \ PROPOSED y zz.5-BEND <, PROPOSED FIRE HYDRANT 5 - 1+a0:, ASSEMBLY w16x6"TEE MATCHLINE SEE SHEET 8 € PROPOSED y" D.I. WATERLINE .tlS PROPPROPOSED o PROPOSED• / / �JPOSED / /I PROPOSED 8"TEE * 'x6" TEE \ / F (z) 4 4' TEE g x4�� TEE \ xy (1) - 4" G.V. r 6 G.V. " G.V. (1) - 4�� G.V. (1) (z) - 4/ MH iS �p PROPOSEDy xy'TEE,y G.V., / PROPOSED BLOW -OFF ASSEMBLY - / &BLOW -OFF ASSEMBLY PR/OPOSED1/5"METER W VAULT o ` , \ ,PROPOSED - � 'xy"TEE / ISTING 22" D.I. WATERLINE /I / /�� f// - Gy - (3) 4" G.V. PROJECT BOUNDARY (TYP.) PROPOSED y" 450 BEND S F ff I01 �F \ ROPOSED D.I. WATERLINE zo' WATERLIE NE EASEMENT �,.�� r� . °• y" \\\ I DB 5492PG 464, • t� Chip \ ROPOSED 1"_TYPE K COPPER WATER PROPOSED z" TYPE K COPPER WATER -SERVICE LATERAL 'A- in 1 _ �° c I3 F R IP nnnm ns� tv ❑ . + F.. p .. SERVICE LATERAL w/1" METER / PROPOSED FDC LOCATION w \ / PROPOSED 4" FIRE LINE _ /- t1o' PRIVATE UTILITY PROPOSED BEND \ N th 1 / 4 45 ROPOSED8' D.I. WATERLINE EASEMENT- DB 5492, PG 484 ' tw PROPOSED A.R.V.' : a \ \ \ \\� \PROPOSED8"x6"TEE . �� 1 / �� 1 \ 1?xSo 1) - 8" G.V...... \ / / L" / PROPOSED y" FIRE LINE '..\\ / \ PROPOSED WALLS ---__°- 10 / u \ (1) 6" G.V. -)--_ IPROPOSED8 SANITARY SEWER MAX. HEIGHT 6 ° � I ^+t,^, -- - l;4 -!. l ltl?-- \ :. - ..� PROPOSED B"x6"REDUCER / ' N �io zo' SANITARY SEWER EASEMENT o M o° - DB ' WATEPRLINBE EASEMENT I vyr _ DB 5492, PG 484 _ _ 549 4 4 I (n W (. -' ..-0 1 / ti `' �3xoo _ PROPOSED 6" D.I. WATERLINE \ _ PROPOSED FDC LOCATION W S F oI > 01z6WATERLINE EASEMENT ,°iry - l W o DB 549zGyBy -1_. -� tiw Z � _ -/ ���\\\ \ \ PROPOSED PROPOSED1" TYPE K COPPER WATER / I LLI PROPOSED y H I.. LL tQ Q r i \ \ 6��x4��.•TEE \ LLt� 1 w\ \ (1)-4"G.V. \SERVICE LA \ ^tom D.I. WATERLINE I` --_ J - Z TERAL w/1 METER I 1 �n i O /W I Gq i 4+So PROPOSED i oio_� FFFR�4ol.opi x41"TEE 3' 4°L CGq l4/ 1 G:V. s w ) u / 6� FF'R�oo �i ` PROPOSED x 'TEE &\\ O - 4�� -__ ��¢ I I t t,l F �, � PROPOSED6 PVCSANITARY iwl¢ i 4ojo3kG 1 i BLOW -OFF ASSEMBLY S*o PROPOSED WALLS )"- SEWER SERVICE LATERAL _ LLt� i o i qR1 o� \ �,., I„ _ 1 t _ �- ' i , FpF` Lag o �, i PROPOSED 6" o° BEND TO MAX. HEIGHT=6' I t p i i 3g 9\ i "TL �. \ 9 ° oit� MHa o tm - o i i g•6��GgR, , 16 .FIRE HYDRANT ASSEMBLY m I ito +ROPOSED ,.,/gym o 01. r� _ ROPOSED 6" D.I.DWATERLINE ev / FFF� =•#,Q� i �� +\ I S 0 1 : -� '� ~ . �I i /` 3g8� 6�C G i 4�� G.V. & \ \ o ° t ° PROPOSED 6 PVC SANITARY \ .3 't _c iG goo zo' WATERL� EASEMENT ' I LL + I t ��� 3, FFF, �396 9 \- ° - - _ I : ^• SEWER SERVICE LATERAL PROPOSED (z) y"xy' TEE, Z2 t G 3 ��'33 c.o. PROPOSED y"9o°BEND '" I )11/ Y. IlfF U� �i oo,FgR, ✓V D6549z,PG484 (z)y"G.V.,&BLOW OFF ASSEMBLY i ROPOSED 1.z5 ROPOSED 4" FIRE LINE _ 3g9Sp° / MH-13 S6? UTILITY to I PROPOSED i PROPOSED y" FIRE LINE lo' PRIVATE EASEMENT I EASEMENT _ RI /ATE UTILITY ° \ 'xy TEE i , DB 5492, PG 484 - _ lti Ihp DB 549z, PG 484 N o F PROPOSED 4�� go BEND ° °(1) 4 G.V. \ .• .. e. i / \�,. )l /� J. F �loi PROPOSED "•zo'WATERLINEEASEMENT PROPOSED 4" I col � , -, ROPOSED 4" 450 BE - m (z) 4 "x4' TEE, DB 541 PG 484 PROPOSED FDC LOCATIO - �n ° II rr -- I(z) y" G.V., & - + " � 1. ` - 'PROPOSED z" TYPE K COPPER WATER wl . + ROPOSED 1. METER IN VAULT \ \`� :°. I - Wla BLOW -OFF ASSEMBLY- • H _ 5 "PROPOSED6"PVCSANITARY 'SERVICE LATERAL w/1"METER W � o I m ,+ SEWER SERVICE LATERAL ----------I�--- I %h MH-io \ SAN-11 min I — r ROPOSED y go° BEND PROPOSED 4"x4TEE 4" G.V., 5 Mm I� wl°' •°• I - \ '\ COURTYARD &BLOW -OFF ASSEMBLY _ - PROPOSED 1.5" METER IN VAULT LL is ' • ROPOSED zz. ° BEND - Wi- ROPOSEDz TYPE KCOPPER - __ ��, ° r� I � 4 5 � PROPOSED "y5°BEND S I tt 10 WATER SERVICE LATERAL ^l o° \. I. S PROPOSED FDC LOCATION „"�,�^ iy Fo ROPOSED FIRE LINE _J I �o j � ROPOSED UTILITY BEND op \ _ • ` PROPOSED 4" FIRE LINE �^I q, „ , "--a>f „� lo' PRIVATE UTILITY EASEMENT - \ zo' WATERLINE EASEMENT ' wl zo' SANITARY SEWER EASEMENT - u l& IDB 5492, PG 484 DB z PG 8 DB 5492, PG 484 LL �a ROPOSED FDC LOCATION v <.. 549, 4 4 �� PROPOSED 6" PVC SANITARY - I ----- tu I o -( o �, / �� SEWER SERVICE LATERAL wla I Im----- - -_ --_.. a�17 I o �m PROPOSED2 • ^ - w° �o `^ WATER SERVICE LATERAL `o / L/�/ o I - --- m 101 - _1 zo' UTILITY EASEMENT \ - "', ^� /� ,.) zo' SANITARY SEWER EASEMENT +...I `-Ii`i' M x DB z PG 8 \ <u� Q - z r 1 m „ I w iY .fo _ 549 , 4 4 Q �rci �C/� o _ .DB 549z. PG 484 LLI� I ^lo z- - J --- w CQ --- ^ig MH lob royro PROPOSED / / m Maw , ` - I Iw a J �. FIRE HYDRANTASSEMBLY / If �� // 1, / 6 / LL I to �------ o °o ----------� - r \ olm kLLS 00 ----LL LLi� -{� _______ PROPOSED6"PVCSANITARY ----__ I I Mjn SEWER SERVICE LATERAL S / mom^ PROPOSED 6"PVC SANITARY ..---�_I^' \ / PROPOSED8"SANITARY SEWER m -4 SEWER SERVICE LATERAL- i`i'I u - I - LL Iva, p zo' SANITARY SEWER EASEMENT W ¢ III '�I�� I I �a------ Jtl• x�'/ DB 549z, PG 484 \\ I to PRIVATE UTILITY I --- ^ o \\ I IIIy - ------ �o -EASEMENT- DB 5492, PG 484 I ° ro / . / MH-l0A \E SAN- ^I R --- ml / T u= / 9 IWIC I \ u_Il7 / / y . LL li°I°1llls %NT I C.o. - � / W W _ .. - � \ _ - II �� PROPOSED zo SA EXISTING STREAM, i' / - 4 IIIIIh'Tr / SEWER EASEMEN NOUSH COURT PROPOSED FDC LOCATION \ \ -PROPOSED WALLS ROP•OS IIIIIIII / A / MAX. HEIGHT=6' ul-ul- ' MA/N GEMEE � `� � � / � '���� � � EXISTING STREAM PROPOSED STORM SEWER \ / W IN I - _ I Lic. No. 035791 It, 3/12/21 ¢�'41 z 0 J < Z o u Ln H u WZ c W �J `u a W w9 I w w I � � Ln Ln Ln UU z z z UU W W W z f f f z 0 0 0 0 0 W(an (an (an W Q a a a Q I � w w w � m D D D m ¢ w w w Q - En En CC D W W W D a' CC CC p Ln L I� c 0 6 c a c o awl al 01 01 ON 'y U L zU CYi ° N 0 ° L.L s 3 EXISTING PROPERTY LINE (TYP.) N ° ° a C) o ° w N N III > J � Lu � o C J J z L > o w IL a o RY 00 J d Q 00 3 C C) Hy J N ° 73 w v O W 0 J ° C ° ul V/ c C O W zLu J 0 Z w J z 0 0 W\W 4 \ I GRAPHIC SCALE U = o O 0 0 0 \W\\ '� \` - 30 o 15 30 6o �ouiIN `o 1 inch FEE 0) ft. < O ( /T/ o B J L WV� :-- \ \ 0 0 0 0 0 0 I�TX ROAD ® C) CN MATCHLINE - SEE 1S 5I�- Tjr 0 SAN-8 \ — - - NIT RYA - - / W SAN�6 - — — — --- SA A \ \ — — - — EX-SAN-y M 3o LF OFz " STEEL CASING REQUIRED, _ ENT ON THE STREAM CROSSING AND - -- - - -- ENTERED G ~ PROPOSED z \ - - - - - E - ---- _ _ - — SEWER EASE S� _ ��- - S S �— S S SAN 5 78� EXTENDING TIE-IN TO EXISTING'— S 3 \ \ /0- _ - - SAN-7 -- --- —� \—� SA ARYSEWE ce m JOB NO. / - - _ - S S S �` s w5_ 8215 N w w—W—,—— 1 0 ° \ `S ----- u, _ _ wow=w= \ �— SCALE RLl—w EXISTING lz" DIP 1 "=30' ° / W/W POLQ PUBLIC 1W \ SANITARY SEWER ° 1 m� I� -- — — — �w �w SHEET NO. a w w — VARIABLE �w 7 1 \ � IEXISTING 12" D.I. WATERLINE IPF I I I n \ \/'�_ - 'OSED z" EF I 111 s � W 41 �N 0 \ \ EXISTING 12" D.I. WATERLINE }�} �• / / / / `ice ��\ V 0) g10.o TIE -INTO EXISTING 12" D.I. J / WATERLINE WITH 12"x6 T.S.&V. / " • / *Q F % , io' PRIVATE UTILITY EASEMENT DB 549z, PG 484 10' PRIVATE UTILITY EASEMENT /.- \ \i ! DB 5492, PG 484 / ROPOSED y FIRE LINE \ / / .o / ROPOSED y 22.5 BEND h /ROPOSED z TYPE K COPPER WATER SERVICE LATERAL / F / / • ,< :. OPOSED 1.5 METER IN VAULT( / / o/ POSED BLW OFFA � ,. PROPOSED 6" PVC SANITARY PROPOSED FDC LOCATIO- ROPOSED y"/900 BEND /� / SEWER SERVICE LATERAL P OPOSED FDC LOCATION / • PROPOSED PROPOSED 4" FIRE LINE ` - 4"xp" TEE / PROPOSED ° BEND 11) - 4" G.V. PROPOSED 4"D.I.WATERLINE - s / PROPOSED //[/ PROPOSED 6" PVC SANITARY. (z) - y G.V. / - ^~ RROP ID' SEWER SERVICE LATERAL / - _ y"x4"TEE EXISTING 8" SANITARY SEWER / // \ (1),,, 4 G; G. / PROPOSED 1" TYPE K COPPER WATER SERVICE LATERAL w/ i" METER -PROPOSED 6" 450 BENDS F / zo'WATERLINE NT DB549SEME84 DB 49z, PG 484 kL CONNECTIONS INTO EXISTING MANHOLE /hry ROPOSED 6 x4 "REDUCER FIELD CORED AND HAVE BOOTS INSTALLED \ �/ J C /. _.- PROPOSED FIRE HYDRANT /ASSEMBLY /6"x6"TEE NOTE: CONTRACTOR SHALL INSTALL A STEEL PILE BEHIND FIRE HYDRANT zo WATERLIN EASEMENT /DB 5492, PG 484 XISTING SANITARY SEWER x� / :-SANi7 SANITARY JZ��_� E LATERAL - / :. J/ J '�� zo' WATERLINE / n (� % PROPOSED WALLS f0 BE DESIGNED AND S EASEMENT / / / MAX. HEIGHT=6' ISTALLED BY OTHERS MH-15B Co. DB 549z• PG 484 / 1. 1o' PRIVATE UTILITY �` / I "� z, PG 8 ROPOSED 4 FIRE LINE .� ROPOSED 6" D.I. WATERLINE EASEMENT- DB 549 4 4 Y\ / —io' PRIVATE UTILITY / ROPOSED FDC IL CATION .0*0 EASEMENT - DB 5492, PG 484 / -% PROPOSED y god BEND' o / PROPOSED i" TYPE K COPPER WATER / F PROPOSED SERVICE LATERALw/i' METER 8"x4"TEE 1 zo' WATERLINE -"d �(1)-y"G.V. EASEMENT 111�/JI1G / REMOVE PLUG & TIE-IN TO 3px'so D PROPOSED 8444x TEE \. 5492, PG4 G.V ,/ / EXISTING 8" D.I. WATERLINE �& BLOW -OFF ASSEMBLY 8" D.I. WATERLI 6" PVC ROPOSED y' D.I. WATERLINE/ \ \ - PROPOSED 8" zz.5° BEND /// / / - \ ROPOSED 4" 22.50BEND ATCHLINE — E SH� T 7 � r S PROPOSED 1FIRE HYDRA NT ,\s ASSEMBLY w/6'x6'TEE .,PROPOSED o -/l/ / °/I SPROPOSE D o PROPOSED \ PROPOSED - 8"xy TEE �h "x6"TEE \ (z)-4"4'TEE 8'xy".TEE (1)-4 G.V. 4`` (1)-6"G.V. :... (?) - 4�� G.V. (1) - 4" G.V. �. \ \ MH-15 - PROPOSED 4"x4" TEE, y G.V.,- BLOW-OFFASSEM6LY \ -- ` - &BLOW -OFF ASSEMBLY Il /// /I l a \,._. \ \ PROPOSED PROPOSED 1.5" METER IN VAULT ` o \ 11x4" TEE //I / ' �� 0 / \i)-4"GV. PROJECT BOUNDARY (TYP.) PROPOSED 4" 450 BEN S F \ zo' WATERLINE EASEMENT •fig AF PROPOSED 4" D.I. WATERLINE DB 949z, PG 48y i I - (�� \ \\\ \ `l /ICE LATERAL __ o R0 I "PROPOSED 1"TYPE K COPPER WATER FpC�LOCATION it --_ l SERVICE LATERAL w/1"METER \ OSED4"FIRELINE__ / \\ PRIVATE UTILITY �'�'- ROPOSED 4�� 450 BEND PROPOSED 8" D.I. WATERLINE NT-DB549z,PG484 PROPOSED l-�� -' (•y \\12xSo -PROPOSED ' 8,GV PROPOSED 4" FIRE LINE \\ ! \ (1) 6" G.V. PROPOSED WALLS / I / /u. \ .. �...����� MAX. HEIGHT-6- ROPOSED 8'SANITARY SEWER \ ••- '.�� ROPOSED S'x6"REDUCER zdSANITARY SEWER EASEMENT : a. _- 411 zo' WATERLINE EASEMENT \ e \ \ \ \ \ \ \ e / W\ / / / / / / / / / / GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. ti Lic. No. 035791 3/12/21 ¢�'41 to Z Z O d w Q Z O J =' � J I u H- Z > w _/ u I W z z �U)U)U)� UU UU z z z w w w =O 0 0 0 =O w En En w En Q a a a Q w w w w w m o 0 o m w w w Q CC U) U) U) CC Q inc inc inc Q w w C� C� w •-� .-I .-I .-� N N O N Q .\-I ti N ti ^ m ^ a+ 0 ul z J J U M M N M N O O� Ld N N J J U) Lu U Lu U) Lu U) w Of CD C) O (N W U) J z L.L z ELW 11.�..LL J U ZD 0 ..J W J 0 0 M� W w J o-~-I F w a U)) JOB NO. 182150 SCALE 1"=30' SHEET NO. 8 c 0 6 TW / Oz ao3'CFS � / / / _ / TH F / \ / ' 44TW 3:2 3. Vz 2.8 FPS PROPOSED 8"HDPE _ ROOF DRAIN SYSTEM (TYP.) ; 4�/�� 4,3 3 4z4 gw/ EC-zJUTE DITCH OY0 z.5o CF5 43o TW I 2SCA=' 1 / NOSCAL (SLOPEoz.8 6.7%) / / / / / / SCOTT R. LLINS'Z X-D07 / �� � I �ROJECTBOUNDARY(TYP.j / / Lic. No. 035791 o yaa.� yj{// / 3/12/21�4 0 \ \ 0 4o zs 4a5Bpy- 5' PRIVATE DRAINAGE EASEMENT / / / �' 1 z 4:6 DB. z PG. / ASS/ONAL E�yG w 4zo 8 549 , / Z / �II`y4/ 432 TW zo'PRIVATEDRAINAGE EASEMENT / z // z / 4271 DB. 5492, PG. 484 X / / / �/ w 4°733,/� �4°93/ w7 C�4az'_ % Z Ioxoo o ��O 43o Tw (MAX. HSEIGH ALLS I idPRIVATE DRAINAGE EASEMENT \ / / / / Jo \ \ \\ \ ( T-6') B. 549z, PG. 484 �/ / U �' 4 5 �.. I / O LOCATION ON F ROOF DRAINITIE-IN G0745 j 4z4Tw / / / / w PROPOSED DITCH DL= o,. O-o.2 CFS 1 \ / / / / / O z z O /NOTE: PROPOSED RETAINING WALLS / PROPOSED 24" z 5 \ / / SHALL�E DIAMOND P O "DAMES IVER" / / / F w w I � M / z TN 4z8 TW �� 6� Dz- O i i ti 2. FPS YARD DRAIN io' 39 \ / / / / // 0 - o. 2 CFS F F F O � \ F X Do WIDTH O 0.24 FT / / / / / / z O x (SLOPE=z.y%) Ln z f f f z n EXISTING PRESERVED / S �V d7xp / / / /� / / / IA Q u O O O 0 STEEP SLOPES / C 9s� S p / / j / / �/� (n m w In In In w w 396 h \4z4 N N ATCHLINE - SE SHEET io NOTE: o w � / / z J O er er er o azorw z�eW �� \ FOR DITCH DESIGN INFO I N / / i / / / w m d d d m 3 \ /F 20' PUBLIC DRAINAGE EASEMENT 0 - --J J J ° 4o7a I DB. 5492, PC, 484 N. a3 Tw A �/ / / (�� > ¢ w w w ¢ o \4�5 �4u \ DL= 10" Qz S / / / / / i /Lu Vl Ul Vl w Y \ \ x azsTw PROPOSED TREE / ° - ' .Sp 4u TW W d 7 7 7 d O 394 3966 Q4° o.a _ �' PROTECTION FENCING 3a % V- FPS w w w gBTW � . k - .. ` � 0� z 33 / / / � / / / /U / ^ m p tY tY tY p m 4 �k C o. CFS / 4o556W 4 TW ,=. WIDTH s O,aa 45 X / / / > � . Ul O 3946W /..; WMIH ,: .. S 4o6TW �4 NO SCALE ya0.2 / i W � o 1 �s2 - �p 3 39gT v / I o I �� \ az3 y3orw PROPOSED WALLS' , / / % p z�W� / ox. -zg4aa w IMAX.HEIGHT=6') NOTE: PROP OSEDSLOPES STEEPER T AH N / �� / / o I+3 I�''d SLOPE MIX WITH ANNUAL RYEGRASS BY / / � `o 1 N 3:2 SHALL BE PLANTED WITH NATIVE STEEP ,� > EN ERNST CONSERVATION SEEDS ATA RATE EXISTING 200' STREAM C9� I I 40j g PA IF 6o LB P R ACRE, OR i LB PER 2,000 SF. / o BUFFER W I� - _ / - / _ \ �'L �xs-p - 4' TW�'wabw / - EXISTING MANAGED STEEP o I z2TW PROPOSED DITCH - _ // v °L='°" 0 = b. CFS -SLOPES I 6� Lo W Q 396TW 39 B - li l S FE� / 40 o i\\ �� ozfl \ 4n BW z / 59 / _ TW I I t I _ \\ \4o8 TW 4zyB 4z7 TW ,� �_ / / - / o\-EXISTING zo' HISTORIC PROPERTY BUFFER 3', .ys Cz- 0.73 FPS ..o orol>�i,a EC-zJUTE D5TCH D=o.z6FTSj/: g8.5TW liyc y0 S1" \ o� Z 4ozB z3 c fi "o � o WIDTH- 11 1' O 403; 01 .ti .i NO SCALE (SLOPE-2 /o N 386' ❑II/ ,' _ _ 1/ 1 aD 1 ° r" o \ - PROPOSED 28" YARD DRAIN r' ` - 4 I 4 1l l - N 1 \ I¢ 6 / �� p \' ! - 3'7d) ¢ .-, N N N ti c 394 394TW PROPOSED 8 HOPE a g x// / / m ^ n rn ti ti M o / 386 w 3sarw' I /j I ei ROOF DRAIN SYSTEM (TYPJ yzsM\ // o PROPOSED8"HDPE 39 z I �WIp: I-�_ Vp I yozz - I \ bZ3r iz TWv 4ag TW \ ROOF DRAIN SYSTEM _�i - YD 4 20' PRIVATE DRAINAGE EASEMENT �� , I II - II 6 ! 1 4 \ aoo8� FS\ 405TW i76 DB. 5492 i E PROPOSEDWALj 39oTW 39zTw In m -_�_ 4oa5 y01 ° W 4oay� ��Cy _- \ z \ \ / - (MAX. HEIGHT=6' I b i l'r IIm 3996 \RCS _ acnv 4zo- i u% / o 3985 �399 44gz13%rw \ PROPOSED28 YARD DRAIN /C 1 -'---- I '. o� 1 _ iN0" 1 _ LL 1¢ N I � � ao 793 a �._ \ \ ° io w. kax / / / \ / 8- 96T I'-_ M/ 397z a6 TW O L9 Cy) > 3 396 TW I 400.4 4006 1� �. e ./\ 1 / / , I100FFaRZ¢o / / �/ 95\� 4x5� 396BW a TW\ I p _ 44b,. 1 �� I� \ �4°zrw EXISTING PRESERVED / / U /STEEP SLOPES / 396.z I ° I' '-� 399 9 4o G0O ° _ gyp" l o OCATION OF ROOF DRAIN TIE F I LL r U 900/a �g �`FF, I- IT i n /� 394.5�� / � � � / / O Q > PROPOSED WALL 366TW 846W ^ 399.4 1 ¢ -\ ir(Qj \ I \ j 4oIG�/�j // 393 \ Z 3 / o TW 4oz TW /x / / / / / N o l �Iy,. 3995 / / F ,L3yo,�, \ .�, (MAX. HEIGHT=6') -- I _ 9 6 °3 1 " % III 1 °11 m- -�_ / - o�� \ / 6 Gq / i :. `:: Sxp0 D z / \ o _ \ 01O 398.67 i \ j 9\% lE -R� �l , / T �37 9OB \ \ „ m _- 39a9 z - w �, B / �F3 ' zo'PRIMIEDRAINAGEEASEMLINI 3 Tw 39a3':- �/ 9B ( G' / gz. TC m DB. / 3a4rw g o 549, I 3 z,33/ / / \ 3n° / 9�po / L )CATION OF ROOF DRAIN \ 04 w 2 39 3 - oo. 4 80 / �sha L� F_ •pp / / l 376 3$. w x _ �$ 65 CATION OF ROOF DRAIN TIE-IN 2 / J / / 9� �Y`. _ / a �ai9�,�., TW 3 9.5 W - _ 18 yr 4 39 / i i. / I 37 B 384tlW 3STw - \\ / / 39z.o I / / / 3a: _ 9 W 3 z 39a 7 0 139i.7 20 PRIVATE DRAINAGE EASEMENT \ 9�'oTc 9 \ _ - ---- ON 397z I DB`549z, PG. 484 396. g6.z 3° \ / 9 5 3 o s yo.a=Tc � E N 0 / \ co 39 XIS7TING PROPERTY LINE (TYP.) �+ 0 / o 37ae / / a, 8 3966 I. \ I _ o Inn „ _393a-\\ PROPOSED S" HDPE ' ° z.o ✓ ;' j I I / F 38o TW 3--/-------LL�^ ---_ �. I I'N \ (....) 39a 9 2 �. / I ago BYJ 3966 g5 c, S, g a is ROOF DRAIN SYSTEM TYP. Q\ 39z 5 \ Oo I I - - �- ,S' 90 sT�. ', . lu � \ 3 3966a „.. - -r\ I ro \ . --.-- \ v S ,2o' PRIVATE DRAINAGE EASEMENT / / 13gbi8ojo', wl \ zo'PUBLICDRAINAGEEASEMENT 39io go.6 388.83EP \ J q o 0 I Tj2� 372- m : �- _ W a .oEP Sag. Tro <G DB. 549z, PG.484 J n I� I LL I� 39a.00 _-DB. 549z, PG. 84 - -� °S1 7 J o / F 3 i 5 wIQ 60 O" 388.5 TC - (6 \ I �_ I� 3956\ 1 39562°h \ ^10 4xp. _..3� MKo'� tip. / \ / / �� 0 37z 38a W 38 BW - ,- �i 376 TW �o ___ I \ �._° ... I. ._�3 � 388 / / VJ 1 I - 86z. / / DRAI . .: •" �* /i? il�"�, a \ l / > % / / LLJ n cc�/ z a ,l s- / ° I, N ,.o c/� e73 / /, PROJECTBOUNDARY(TYP.) PROPOSED 8"HDPE _ - \ � � I \ v a � C� �S ' ROOF DRAIN SYSTEM (TYP.) h-i LLI¢ { I \ - --�- --> 3 Ijg \ / / 3945 O . N _ - O /M T% ___ _ 4 3945 I �P _- 8.63 /,� � a O � U I \ I� O ul 366 5 i I / i I F 370 6 378 W -a BW !� T m-I (�l - "° s - t // / G D 3 6rw 3939 � '�n' � � ��� � °z4h � / _ /' EXISTING INTERMITTENT � � ,Q/ QO / / 37 _ 3g- oTW elm `i' 939$. SO \ tt4C�/Q .� 3° 3g5 0 STREAM / / / 00 c. c I / / / PROPOSED WALL I z x!i I \ LL \ / Q \�,� �� 9c°`y < 0- (MAX. HEIGHT=6) .5 w19� / 70� I / ----I - o I`"--- / _ : 8 J ° \ / . / � U 0 ... -. �� .ter .' 3s � Ca q�/>�9 / 3as�a / / PROPOSED UNDERGROUND � I 8 93. D ri ^I o I w m - -- \ �� a /yn�.; i :DETENTION FACILITY a 6 1 3 6o/a o __ M n --' PRIVATE DRAINAGE EASEMENT S 3� Lu 440 / ` / v I I 393 139z9 ojo� �... DB.549z PG 484 I I 3�LZ "i / 38g.5o ^� I / u m � 36 B w I ... 3 9 3 zh/ •� I I I I 4 376 W 38y Q � 39o.9z EP 8 8 TC P21 86.5TW _ I17 9 - 39�5 139z55ok. �vvl �mn.ii� 391z V �J`O '.' �39a.gz TC 39� 4� 386 _� ��. /�M 3a37 0 w / PROPOSED WALL /.. / 38y.o \ Q I I I I MAX. HEIGHT=6' 79b zz + E I I I (MAX. ) �� 13g _ _ .... ./ / 383.o O I `� I E •_ m�-} I ' I3921'80✓ LL� \ " _3go58 P „,382' �zo'PRIVATE DRAINAGE EASEMENT U' / x o , � I \ \ I s6 N 5492, PG. 484 B 1 1 r / I I / I I l o po, I LLIQ 8% 39a.g I I �� rn \ 384B t\,8, 3gzj 0 37 / per") I �t I ILn j66" I • I I_-------`LF�---- T I 1.3�a5°'fi: mi`- - `i' \� 379BW / / 47 z I If M \ PROPOSED WALL zs min Iola -i�. J _...I ,_Im \ LOCATION OF ROOF DRAIN TIE-IN 9 3gz7W� 'b 3g I I I I I I I I ' w I I --- _ w I \ I HEIGHT=6') 3 b l n -, 39 .6 39 6 70 i� �- 7 3a s EP I Lu z 37zTW I 8. 39z3 I I ��___- - �•• �. B /� g8zo TC / I I J z QO Iy, (MAX( 387.5 TW B 38oTW I m II _ LL W _ �- I I I 3 I �I � � ----- / % � .' PROPOSED8'`HDPE � \ '/ ✓ � z j i w J ^ - ----- -- �_ :: I - 39� 3 4 1O j ° n 3 z W PROOF DRAIN SYSTEM (TYP.) / 36 N o I " aarw O FEMA 20o YR I s . r I s _ / / _ I I I \ I I I I I \ II� I I �I 3904 ., /I EXISTING MANAGED STEEP z FLOODPLAIN �i N aG o I 0 o I - �� I� 386 is 6 / PROPOSED WALL / SLOPES o m -(MAX.HEIGHT=6') /{ U Oo I I / LOCATION OF ROOF DRA_INTIE-_IN 26 P \ I F 3riTW 386 M/ 88.67 � LL l7 � 39a.o\ 9 - lA / \ l I I \ '37a PROPOSED WALL � O Q 786W 388TW - �9*50__- ._ OJ O"°O 3ez (MAX. HEIGHT=6') / / / �8`3 /j` n _ --11 3a4 BW z o \ �__� �/ / / G, 0 0 0 o I w w 37 6Tw 38 74 7 ew 4 �\ l ✓ ^ z sarvv / ti W L W / 1 \ PROP SED \ j WITH RI R kP OTSTD. EW-2 ( O OO s7 36or \ .37ae� WITHRIPRAPfOUTFALL O o O 3azrw_- eyew\ 20 3 /W W STORMWATERMANAGEMENTEASEMENT / h O L I ��-�� � - ° aoTw � / � STORMWATER �' 390 TV✓ 3 3 w �. / < /f I N 00 f LOCATION OF ROOF DRAIN TIE-IN3� aygw- g Ty„ bg DB. 5492, PG. 484 _ MANAGEMENT / - - / ° NOTE: PROPOSED SLOPE �3/0 P66w �390 w 75 r / �� ABILITY I w o _ 366 azTw. e2TIN a�rw w w w w-O�w w w w w w S STEEPER THAN/\\ w 3:2 SHALL BE PLANTED WITH NATIVE STEEP. � �3 SLOPE MIX WITH ANNUAL RYEGRASS BY y_ ---_ __ PROPOSED 8"HDPE SPACE �1 ' WI / - �\ /. /' EXISTING STREAM I I I I 1 \ \ \ F E o ERNST CONSERVATION SEEDS AT ARATE' -- ��_ ROOF DRAIN SYSTEM (TYP.) W p w OF 6o LBS PER ACRE, OR 2 LB PER 2,000 SF ce m ° �20' PRIVATE DRAINAGE EASEMENT _ _ / / I 1\ U 0 /,. XISTINGSTREAM` \ \ \ T� T DB. 5492, PG. 484 -------/ -. .'�.'�/ / /j I GRFti PR C C A\Ly \ JOB NO. o 30 ° ° 6u 182150 0 POLO GROUNDS ROAD SCALE VARIAB��WIDTH PUBLIC R W - _ ��� v O _ice �` r / I I ( N FEE' ) 1 =30' ° - - _ \ c = ft. 1 3n � 3b � _ o no / \ SCOTT R. LLINSZ UU Lic. No. 035791,E 3/12/2144 �SS10NAL V, /' / / / // / / / / / / / /// I I ✓ s 4ao� \ \ \ \ h \ I / / —� z 3D w %PROPOSED 22" YARD DRAIN( / -=z \ s I O Z Z �A Z di O Z Z Z OVm / F 36ROPOSE� iz" YARD DRAIN C/�/ R ST Q J/ v^`~' / • l� '9Q RCCw\ /w m f f f D nU u u u w/ ¢O O mQU ul"F\ n co ? ccas w r 0 w w w w w zo' PRIVATE_DRAINAGE EASEMENT \ s w m d d d CD '3 J J p p p J q DB 5492, PG 484 w 6 s w '" ¢ CC In In ILu n CC o _ / k� �o �143 /\ \ \\ w a > > Lu a ° C ^'jy u w w w /i� ,(/J \� 434=.. ,311 �(' a y:� a Lu Lu O PROPOSED 12" YARD/ROOF DR�N SYSTEM �\o // \ \ \ �� _ N 0 J) 434 21 TC •t \ "' w 4335 / 1Q ` / 6 �� / 'NOTE: PROPOSED SLOPES STEEPER THAN \ W w 3:1 SHALL BE PLANTED WITH NATIVE STEEP \ASp s 9 / SLOPE MIX WITH ANNUAL RYEGRASS BY w _ — 433 so TC • i ° \\ / i � / / „ - % !/ '✓ — - �`�/ ERNST CONSERVATION SEEDS ATA RATE oa OF So LBS PER ACRE, OR i LB PER i,000 SF. \\ W .ci 43=6 °0 / PROPOSED18"YARD DRAIN 42 .8 zo' PRIVATE DRAINAGE EASEMENT o�/o°` z 43/ / Sz / w ✓ \ 1 s \ \a \ \ \ o% ° ON ON DB 2 PG 8 yi / so -- / I 54� , 4 4 /i vV33g r�„y� - PROPOSED i8' YARD DRAIN / F 4 / \ ` \ ` \J\\\ ? /433 TW - -- /\ E EASEMENT ' / \ / /I -- 4z 7 / 4 - ______ M ` 4197 eTW , zo' PRIVATE DRAINAGE \\ \ ° • � �% 43 / DB 5492, PG 484 \ \\ \ w / o // / / � / F 2 • z6 ��i'L�^'l yz8.8 p=1O" O = 0.28 CF$ \ J \ \ � E � 5 4173 — / O=o 0.35 US 4zy 7= 4z7 4 .1] °% / % -39BW NOT ALE �0 0.23 FTI \\\ 4z67 y;'ofiw v. / /y4orw (SLOPE=ii.T / \ / s7w / PROPOSED DITCH / > — 2 ______ / 422. a 425� .� / n y � �\ / � / � �366W � 54 / / �\-� / M C / o 1 S h 0/4z8 BW / 44a TW I \ / / \ o 43z TW � / / / � ` a�i PROPOSED WALLS N J 0 434 Bw (MAX. HEIGHT=6')co yzo6 > 413 " / 438 TW 3 / / ✓ ° .4zo. - / . \� _ \� 4zz 7. 430 BW / PROPOSED 12" YARD/ROOF DRAIN SYSTE '' / ' - I 436TV" `� �'�/ > a==9 VN Lu YD-9 '• /436 TW �� � � � � ✓ ��� ,�4 �����eew � /,ram _ / / 434 TW I \ \ / / / / / / N o EXISTING MANAGED STEEP SLOPES / / _ L PROPOSED iz" CLEANOUT (TYP. 4=97 zS TW NOTE: PROPOSED RETAINING WALLS I W _ / / o / • / SHALL BE DIAMOND PRO" AMES RIVER" / y��� 3 43orW XISTING 2o' HISTORIC PROPERTY BUFFER / // / L u I 4 s / / 2 ,/ .'433 rw � / / i° 0 ROPOSED i8" YARD DRAIN JO 4=2.45 .- I � I I 3 Y 6 / � PACE y � � � � � � � � / / / � / � / / � � Lu � LL Lu < � ~y / - �3BW / / / / / / 0 TW ur 10 2 I 'hl I J Q 3 0 \ H \ 4 / 6A'b Y z3TW 3zTW pL=10 0- 2.OF5 / / / // / / M Bw a.� Vl- 2.8$ FPS \ / / / / / / / Q CO Q _ PROPOSED 8" HDPE I I / yn / / = v o ROOF DRAIN SYSTEM (TYPJ ; ° / <,L / / ! / / yzygW EC-zWUoTH DITCH O=o 2.5tl CFS / / / / / / / / / / U �j o 4=3 3 �° °.S�FT / 4��5 (SLOPE=z.8-6.7°6) / / / 0 A-U07 —°_ PROJECT BOUNDARY(TYPJ / Lu 0 4o I5'P9ATEDRAIINAGEEASEMENT Q _> y/ c DB E S ��� ,�(t`�`ti 438TW / / o �� y21BW 20' PRIVATE DRAINAGE EASEMENT / /,/ ul ' / � ��� / a=7 rw DB 5492, PG 484 / / / / / y07.33 I /o 4093/ J yu / 0 � lrI / / V� rw y2� PROPOSED WALLS I I / / / / / / W z Iox �'� °� //,� 430TW (MAX. HEIGHT=6') / / w V / / o��� 815 / / w / 4zy TW / I ______ \ LOCATION OF ROOF DRAIN TIE -I °b / l PROPOSED DITCH / C) ! / EX -DO � ''n 3�xSo _ oa.6i / l_. nC.. /' _ / / / / � / / / / ~ � o 9 / //o �1 / / / / W > ioio' PRIVATE DRAINAGE EAS // Q n EMENT / / ♦ I \ \ \ X-Do5 5: I IYAR DRAIN PROPOSED24 DB 5492, PG 484 \ / / / / / / / / / / / / / \ \ � O G PRESERVED / = I / / / / / / LOPES o .. �i N I 1 / / o N / =B� ATCHLINE -SEE HEET g N � � / / / / / v u E .PROPOSEDTREE c _sO 4z=TW \ .a \ \ PROTECTION FENCING\ / / ge TW S $. 4o9BW \ V / / / / O w o 4o55 BW y= 7w / / / / 2 0 \ 2 ° I �I ~ `� - - 4xy - \ �� / / / / /G�.AHIC E a �, 394 BW I M� s \� o87W F{._. /, . I h I ��` -.� 4z; / JOB NO. 39a7w °i 43oTW \ PROPOSED T=6') / I n I II ' 4 4044 6 - / S xo yx8 TW i i/� o o / / 0 60 '0 �.r_ . I o (` ?� \' (MAX. HEIGHT 6') / �� 3 / s 3 0 I R o - NOTE: PROPOSED SLOPES STEEPER THAN / 182150 � 2m 0 3g8� '--_ _ lilµ'''''ggggg�7 � `�` \ y ¢O4� 32 SHALL BE PLANTED WITH NATIVE STEEP 9O a = / / \3, d o\�\ 1O ; SLOPE MIX WITH ANNUAL RYEGRASS BY / / SCALE 0 I / \ / ' / / F Q�,� °� '•,a \i - \yz3�W \ EN ERNST CONSERVATION SEEDS AT A RATE �- T 1aa a o EXISTING =oo' STREAM C9 ? ° 1O _ 4T'l / \ 409 W 4� Two f� OF 6o LBS PER ACRE OR i LB PER i o0o SF. / 1 in h = 3 t. / -30 fB BWQ 396 TW 39 a 4 403 9 ? ' ' 1UFFER 6 Z 400! W'� - / xp4? TN'"4a2°�,��EXISTING MANAGED STEEPI/�tiS - / ! PROPOSED DITCHn Ia -- - _ 6. l� /.. 40 0 V �yozB 421 �� / SLOPES SHEETN n \ SLOP D I > a 39 Tw 4035 .. \ 4o8 TW 4=4B yz7TW - y lk • , yzoTW \ EXISTING z0' HISTORIC PROPERTY BUFFER / I / / 10 \ I NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO TYPICAL TRA VELWA Y SECTIONS BE STATE MAINTAINED: EOT TO SCALE) i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. CONCRETE CURB & GUTTER POINTOF SIDEWALK CIL FINISHED GRADE CG-6 ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. CURB & GUYEF iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. PLANTING atRdro °°°°$de dro °°°� iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED STRIP m° °P°°%W PAR °°° i BEFORE THE PAVEMENT STRUCTURE IS PLACED. PLACEMENT STONE SI 61 10' (TRAVEL LANE) 10' (TRAVEL LANE) v. OF BASE MATERIALS, INCLUDING 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 2 s 1 24' F/c-F/c - COURSE AS SOON AS POSSIBLE. WESLEY CIRCLE - STA. 10f24-STA. 11f50 vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. PROPOSE,) TR.4VELWAY 15 MPH DESIGN SPEED 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. CONCRETE CG-2CURB POINTOF SIDEWALK COIL FINISHED GRADE CG- viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE 1/4" 1' CURB&GI DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 1/41 1/4^ PLANTING :: -- GENERAL CONSTRUCTION NOTES FOR STREETS STRIP " °° y° °°° 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 ( ) 6' 6' 10' 10' THE START OF CONSTRUCTOR. (TRAVEL LANE) (TRAVEL LANE) 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE o.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 Y S= CIRCLE - STA. 11*50-STA. 13f15 BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. PROPOSED TRATIELWAY J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A 15 MPH DESIGN SPEED 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 n' CG-6 CONCRETE WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS CURB&GUTTER SIDEWALK 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. / i���� � - •' 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 RECORDARON, 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. NO SCALE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT"S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES POINTOF GL CG-2 CURB FINISHED GRADE GRADING 1/4':1' 'I4":1' 1. THE LATEST £DI77ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON 9Xs SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL 10' 10' 9'PARKING BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED (TRAVEL LANE) (TRAVEL LANE) 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 NOUSH COURT - STA. 10f85-STA. 12f40 FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PROPOSED TR.4V LWAY 4. ALL VEGETA7ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO 15 MPH DESICN 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 7HE PLANS, OR WHERE FIELD COND177ONS 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 VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4 ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE 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 I Il OR lIl PRIOR TO PLACING AGGREGATE BASE. Q 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE Q SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN 7HE 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 COMPACT70N 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.ISQ. )D.). 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 Q REQUIREMENTS OF THE PERMIT SHALL GOVERN. Q 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 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TRIP G NERATION CALCULATIONS TRIP GENIRATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) CONCRETE iio TOWNHOUSE/CONDOMINIUM UNITS (CODE 230) ----------------- SIDEWALK / ADT: 645 VPD (322.5 ENTER/ 322.5 EXIT) r PLANTING li Q STRIP AM PEAK: 48 VPH (8 ENTER/ 4o EXIT) D I PM PEAK: 57 VPH (38 ENTER/ ig EXIT) I � H wp I Nw CONCRETE SIDEWALK 114':1' : InIV E � WWI I � ---------- I i Ff PLANTINGZa I STRIP Jh I C I 61 SI __, U� 211 Air- I - -PROPOSED TRAVEL `IT I I i 4 I I' I I � UILDING #8 io UNITS) B UILDIN�i- _ � _( C/L POINTOF FINISHED GRADE 2/4":i 1/4":1' I CG-6 CONCRETE CURB &GUTTER SIDEWALK 5' (ON -STREET (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) 29' F/C-F/C PARKING) KESLEY LANE PROPOSED TRAPEL#'AY 15 MPH DESIGN SPEED C/L POINTOF CG-2CURB\ ROLL TOP CURB FINISHED GRADE 1/2:11 V44 I 3' 10' 10' (TRAVEL LANE) (TRAVEL LANE) ROLL TOP CURB zo' F/C-F/C ff'IK CIRCLE - STA. 137"15-ST4. 157L00 PROPOSED TRAVELWAY 15 MPH DESIGN SPEED I POINT OF CG-2CURB CIL FINISHED GRADE FOR F! 111/ 1/4':1' [*ellaG1IlEJ .1 10' 10' (TRAVEL LANE) (TRAVEL LANE) 2o'F/C-F/C NOUSH COURT - STA. 127L40-STA. 15f00 jYESLEY CIRCLE - STA. 135f00-STA. 17f15 PROPOSED TRAlIELTYA4Y 15 MPH DESICIV SPEED US HE N)1EFRCPMELIE"C.BOF XIDERTSISN GENERAL NOTES: E' BBMWµ'CA TACKS ARE EM mUAE RMGb MIA 1. THE MMCTMLE MARK SHALL BE NMYLm BY TRUNCATED.'I DDETECTMLC EACH Mw SURFACE IAA', IN TWART Y.XmED OF TIE MEW ITEMS Is A SEPARATE PA ITEM MD BM}AD X. FROMl FOR SE ..I..D FOR EACH ORB CUT 1. DEIECi.ABLEE W M'0 SUFMESE MY LISTED GRALL MEET ISWII£NE TS 0 THE ARNECUL SDENALN AM SWEET. SURFACE MD SHµL BE ..F7Tm TOPE. STMGM�IANDRUSCHALL TRUMP SECTI., .a WARNER.. S. RUTH MAY a� %� W Bi RInGUPERI WLCONSTRUCTION 4W WIITH REDUCED EARS. B a' �x/"T 'IygN14 'R F"E. D I Y WE CASE Nµ0.ILE K�5 0.,f OWNS OF 101 NM C ECM, RAW FLOORS s TYPE A B. RE 1. BARB ME l° BE .,G R S' LACED ICENIER TO CENTER BLOW -DOME OF awe amc uraPM PERPENDICULAR CWBR[ ��e]xEhRAw FLOOR LOPCUMR' 7"TH AMBIENT To CIfN RMPs e. O"N0 GINS AND MITER SLOPE 1 u N"nAAyfN APyi':Y j ' yY AS l / CURB No GUTTER y ry. " )lGr,yR4f� rR l s ] ARM REBELS ME TO WE TO WE BY T. r ME EC PROVR�ED�AT NWRNCDp .AEVER M KLERABLE MUTE WENT BE Who BE A HIGHWAY ACLTY I]t Mw .ED SCWB WCARTENT THEY DLESS BY WHETHER B.. R EE..Tx ST WE LOCATED WITHIN MISS WAR 0� DIED OR AN EXTRA EN AMEX OR AS DIRECTED So INTO �NEER. NOT TYPE B HE LOCATED BERND VEHICLE &E="°FRE PARALLEL �M'ES OECPINLETS.LEFETG.3ACCEs1iE RWTEs �oWIE A CONTINUOUS M' i .CEO.. E ENEN . OF A FAIL T'WTHAT CMTBE APPROACHED. FMFI® AND USED B MOISTURE. y <a-Six;A'lIEPPGS /Yl V''1/ P O�fIIYN'�' ' R MI M E UO BE µi3°PL.1Cm 14ft M TxW ME SCOOP XGwiNN THIS LW14 TO Llf CS03RROVIDERE BWNI( IM TPXM CERBIIEmIax OF THE CYge CPFMc ¢ �. T WnM -AR £ E GULA°RR 1B 7�K INS X X41" SS-- S. WFW:N CONCRETE WEWXN IS A" THE W." ONE EMR.YILE RMLCMIpI WECpNDOATE THE TURNED REOLWEREMS °F MT.D HEAVY OPTIC,( TRAFFICTAN STANDARDC.-CH, C "EERC. E.R. RHEANY WEEEK TO A'NN 1R 1 l CONCRETE DEPTH. T y S"pTIOXER THAN T XCGI OF EMEHT 'TOP 10. THE C B LAWS E USED IN CONNECTOR wM 9Mm USE PATH, \ %X SAME WE OF CURB THE WiOt SHµSE T. NOW OF T E SxNdD IRE PAT". 1. F. MEN ONLY WE CURB RAMP 6 INTENDED FOR TMI GRM. DRNAWAEI � TYPE C WE EIA WELL BE PPRC°iHED TrvEM]w' EERRaA MEMC""i PARALLEL M PERPENDICULAR S WHEREMAYCURBUDE THE LATER PAN. TgEMAam OGRE 12. ALL CASELAXANG FARM INTERSECT A RMIk SECTOR OF 3 -f A• c NNFc ENTERED E91 M MA HINGIVARW�'I.R�..IA . THE HEE'IELD 1 ] G W�T� ° ASRECOMMEDED ID mCDDDO DD DCGGG LYOwO RawO00D0000000000.00°o I o 0E. ... I.00 ECTMLH WdMW6 '�E FIX I. COP° PYP R SEE ANTE R. SEE PAY°UwER DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL BaL;EaMIEN BR xv= CG-12 DETECTABLE WARNING SURFACE RxE�A MAE SHEET ISF s .rasa WHE (GENERAL NOTES) 1oE ws 203.°5 °]A¢ VIRGINIA DEPARTMENT BE A ORTATW 'S42 G04 ST RNreM:DOA'wu�'Ec"CREMENT°s«v, GENERAL NOTES: uP`DEEPTH IN iWHis.. N mUAE YMOER aNED Im 2 BE ED 3 IN FARM FEET) 1. . DETECTABLE WAWNG s"µL BE PROVIDED BY TR✓IGTED COMES. BErCOTHEN WMMR SURFACE IMEA IN BECOME YARDED EKX OF T... ITEMS Is A SEPARATE PA ITEM MD THN D 2 ] BE RUSTED BE B.M/MIa:O FOR EARN CURB CUT AM DETECTABLE THEREQUIREMENTS PLO ATERCES, PRODUCTS X07 SNARL MEET A THE RECIAL TGFTHE K g G SURFACE AND STANDCWHI TLD STIAV)MNS]NO TAND BE EExi SUES A oVRB nM fLOEM OR BY AW PERMS�LEACpSTINCTIONRLURE'lMMTN 4°IAED B4S � R. IF R4P FLOOR R PRICMT IDLED T . PROVIDED FEW OONEL B4E M IK WORST a MADE FFER PLACEMENT BE pYI YM R"''CM''Oi'P FLOC Pnw&GUANECAUT CB�ETE ELLEALL TYPE A s .aLYED BMS TK TOMENX,uo PLACEDREAD o IPCENT fRI O CENTER ENTER OF T E FARM FLOOR D F PERPENDICULAR .ETi"N B. Y. LVO / WNB NO OJTTEP SLOPE iRMB1nN5 NU,WEHi TO CURB RNFB Pi .SN, ro MaA ME ROOFER N PAYMENT FOR CURB ] CURB OTTER. W 1 'ARM XY^ .A: I. Yn S 7. ON LA°gECA10 s• MN B'YaRYK EN'SiFER.]>'Efv BE Pg0Vi0F0 VL HTEg3ECTi0NSMwdfVER AN �IBLE WHOLE WITHIN THE PONT OF WAY A u u^ ryXEKRTIMF�V"IOSED CB RE �9 A CV8 .ONTONT. 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No. 035791,E 3/12/21 44 o�SIONAL E�Ol R i x�(Sl\ \ z U url LU o J .. e OZaC Ln 5. z V/ WE WE ^ O TRIP GENERATION W c C -- ---- ��-111=1001 U Ir Surface h a Base b a Sub -base h a 3.34 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6.5 0.6 1.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6.5 0.6 .84 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 0.96 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6.5 0.6 CG-2CURB POINTOF I FINISHED GRADE CG-2CUR 10' 30. (TRAVEL LANE) "'iii (TRAVEL LANE) 2o'F/C-F/C NOUSH COURT - STA. 19f05--STA. 21f57 PROPOSED TRAVffL#r,4Y 15 MPH DESIGN SPEED SM-9.5A SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A 16S ME, E. NOTES: X 27"MIN - 28 "MAX RAIL HEIGHT i'x �i L T¢ FEW NAY £ "Hos"T IT LORE x N(£- R' WE R °Asl N PLACE. i r.N" r-Yh" r-yi .r-11y. ,MS as vs PIicAG J NM.w1A]W PAw s .. A R/GW9 OF B. FEET . LEA 1. FACE BY PR®1 .L S PFO Fq WE RKK4 CpRUIRXIBEL PJ S WRl W FORUSE rli p ST Y TE fLiO \ d DRAP NE ryl 6F }WAR CWRSS NO M r1E xTN So-E I I I I I I I I I I I I I I I I THE PAvnEwT E. NLDWRBIG G. FRENT BE CC. J J J J J J IJ J RISE AND r R DNS IRNN� srwlolwi. IN 11E sEGT°x GR-2 GR-2A 1. -A ATURE GRI ID-sE NOW WAD.M Yw OY IC EFFECTIVE! " s Nw orxxYc mLEciux . 2 M a •. M A > • 0 , D NOTESL • aMM,I WCATOES THAN ON PLANE ME APPROXIMATE ONLY AND CAN WE ATEDITI. m.I.TRx I AND JL1 E O ! G , S M DIRECTED 0V THE ENGINEER.'MX6 •Y • _ _ _ - F .os. 'ww°o 'EsiEo'eAi1X • °PTEN4 OR -]A 4ElxCp Rnoru �--_-_- r1c mn°u WE THE ow a4) E TS S- MAIL w MILK A PLOT S• M BLnIEn MAY H 06InNIEp RM/LLEL i0 1XE SORE OF CURVED FEW RMIH . MEN NESTED RAN OR AGETroNAL NAL I PLACID FOR SH A THE MET SPACNG WILL 6E 6' S'. ON SACK OF POST FLY BE 411H41E1E 9taY LASR9 NOVBm A IRNYM m 6 r ALL UNARIGNAL FLATS SMALL a'SET ARM ro GET AND ALIGHT D RETHADIT ] THE iFALL HE ANHALL WE A AlFROM VERT W LOU RA.E6x OR FACE.. PERWOULBi ME m-R MCrGe- Fey' u`R:EMWEOUTT ET PIER" STMCXCIMO OR ?" ALL W AM FRAUD RURAL BE LNEPED IN THE ROADWAY. BE MY CARE TRAVEL FOR THE ETHERNET THE INE. OR POST FOR STAR T° SHALL BE APPROVED B0 AN AUCTION& HAL ON THE BACK OFY THE EMMEERMAN ID "FOR SEN PiLiO 9.WgEq SYSIEMs. T OFFICE,SPECICER°CALIF COMBINATION 6" CURB AND GUTTER ROAD CUED wm¢ Brauxma ROM M MDA'ME STANDARD BLOCKED -OUT W-BEAMss GUARDRAIL MMnsx WTE axm I rc 1 sHEE1 1 v 2 j MMSCM DATE (STRONG POST SYSTEM) WgMq CEP/gr1E1i 5 LRM4P1r.T41 as. VIgGNIq DEPARTMENT BE TRMSPORTATON NOTES+ 1. IM mB wr : vlacAsr CUR cur x NICE. 1 rEWT.4ws N 1 GATT N E. Mw WVW A N1P9 CE SW FER P LEA RM/IW011°a FACEIBE CY¢I DULL ME END FOR M 1. TIE OdClll C6VTLXVgBt WxCYRBAES IEGU.X£9 A9 ILW VI�IWIDNILY6Rw11XATETEMBM 'W Ii N¢NIL CLPQ Eo T. roFERA OTH DE THE DEEPER 6i O WE BE AS oT�gW� T O DIN THE ¢ To C n" w WOW% xD KJ6iIQR x E W NNZ x0 ¢ TM TH N/GC RR A CCdG4 OI M FYRLAE N OFPM BU a-2 IS To WE . w MADVAYS . I. ME.E. FOR GETS M WOMI N MRTEp A OF 1. MOST ROAD LEiMI W,NN. N M .. ON OS LY¢NI STNU.YN3. EEE NDT °T °P" I YMIME FI.L WIDTH ER ENTER FLOOR ACCEPTABLE ALTERNATIVE E DETECTABLE WARNING TRUNCATED DOME Y F CANS IS EXRBpED INSTALLED ON A RADIUS DETAIL DETECTABLEWARNING DETAIL w�:or CG 12 DETECTABLE WARNING SURFACE BFBQ«" STANDARD 6" CURB TANOVOR .I 1 OF E WINSTON DATE (GENERAL NOTES) IS m 2m.°s .11. VFMRA DEPARTMENT OF IRMRPogT.. m2 (OS LwORN 1pMllpll FEW TIMBAIgIpI A4M1 SHE F11 I I Al ss alleGT UWPIOAwI CURE sLR/OYl RWAnn m s n M N,ewAr n GENERAL NOTES MxwIE Rsee xore anMN a axal C C L wEx °o-n ¢ Hmn FaR I a HI wnH m11Ec1Isx x xs T woos ro WE M .E .WTmEI.'13 a 'a, �I�Y air BEM cLE,1Cw°Ec son . Lr. ROwEyE1a xR°�"W)A)Q NYMII ON AMEI LW REWEI lQ x]IE )1 p r I• 1.1 2. �IEREyNAIRlN1IpCE1SR �CNNDxlTARMCM �'TCCIRIC�R '"tea L••� SKITNY, 19FF xort D IRS YT1M fiEY19 K 1K R.Vw9EOLLG BE w y I anRx,L R• PLOP, LIE a. es B B. x °MRRlnpx wrx srwOAA W-] -__ OR WE Ctr) T. TO FACE M rxs sEMOMO ¢ TO WE M.NSIm ro MAIM THE MNIRIaE OE¢ s: :R ENPP6RM E1Pw9wE E Uoxr CtlwHR111YJL X. "R• '•' I. ssE srwOwq a-u M CURE RYw Cf9sx ro eE N,- u WOTI )•-O" OR M WNIE ROI011Ar sxsax M FYPRw saran. pJ yE0 wnx Tx4 srwOMO. PLAN VIEW E. MnIML F BUT E WY M WNAW V A rM1nN a surlEn 10 Pa¢uE PsraN ER WArzR. ,. ENTRANCE NOTES ° i wwERE ROMWAr sLarE a MEANT CUE ID IM WORM EsMTwwlRx BE A EIOW P' . w vMWBLw Is.RME i� ¢I . 1. PROVIDE P°smVE mrNME w¢oss a1wB MENEW E RW LIERi1ERI ICU ' m ----� ). Payy�GIL�EEPA�Y,1 STREANLL xEmMEM1.. T. rTO .&& l°R MMSNE MVEIEH) BE xOMF YMERF ROIDRw BR YI% _--_ D MRm M TE EMIRMY.£.1 s• mMPE GHMOF D R. u rIw s c°IE1m1e1"w.cT°Nm rs°Awaw" THE RUw ENE eTttEeP�ryWERS M/apaEyRwoyrt ywuoas. pY S a'C R' IwL WIiORFEMIFORRML'E ME L¢RD N VIE /LLOXA�YEMCEMRMESGPIDE i I.. AA TOT MNICMIF r0 STREET ® CIXBIME! GRAN CARBIDES wN A PM/NER: CIwYE. 0 SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES PAIII CNNYI d111MFL VpME P CE4RMLE YwKV wOx IOIE TRW ¢W NO DR 23 1"I - 1ldY XtrVW NM sss Rl LSw ons TARN OW VPD set WE aAA w NEED, '.D,�•�, Iw1N auMP°u"va FMroIR•axa HOT __ T°i"°EwIrERc�'Ew.° SECTION C-C JBGRADE ASPHALT PAVING - ROADS NO SCALE u" (TYP.) F VEMENT CHART EPTH OF EACH MENTCOURSE Sin I8in R7fl3iL Rtft6i1 12 T C P,x . BuildeYs Gan: Area ma be concrete. OP Y BomBm of R provided may mini slope p Y W c subbase mvided a mirTimum III _ P deP of 7 inLixs is maintained. � 1 ft0 in �+ 2ft" Rolltop CurbERE U� � AAGMACENT To VDOT STD. CURB ~ AND FWSH WITH INLET TOP DROP INLET (DI-3) WTM TYPE 'A' NOSING L 0.5' IN IF I---6' MIN. TRANSITION VDOT STD. ROLL-TOP CURB SECTION A SEE DETAILS XS-3A AND XS-3C PLAN NO SCALE Z z W W I � � 1 In In In O I- I- 1- O V w w w V � 0 0 0 0 W U) W i LEE. Q Q Q Q E w w w 1 GO d d d m Q w w w Q U) U) U) � . d W W WLU LU d LU LU i j j s s a c 0 rn rn 0) 01 01 W Y�-I F N LO M N O\ N Y--I U0 ,-Pi Lrn zU M ai _- Oi N J > o ° MTTNOSSON M � 3 1 W m o n N > CY)N W �� � ° CN �1 m W > � J a L1J -�LU o J J z® NT 0 0 E LU � w H o O z a O L9 J M W ,- 0 t Q M W z = O U ' a W I U LU ° ° LU O VV /' o I� MJ O o V 1 W U Z z LU LU Z J Q w w Z � O " Lf N Z O L�U/ o LI. O ro O O ❑ 0 3 - U O O N X N ro t _ W N o U J F Y C ro M W 3 d Ln JOB NO. 182150 0 N SCALE AS SHOWN ° C O SHEET NO. n 11 N m 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" MIN. LIME VARIES 0.1. PIPE 2500 PSI CONCRETE PLAN 'o z D.I- PIPE \V N GRADE SPACING 20%TO NOT OVER 36' 35% TO 51 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 44' MIN. I'F n.5•-"H S. MIN. 4: 6- MN. ` a .. 4 IV MN. 3T MN. MMIGNUT UMUNG ASSEMBLY 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 WITH 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 �10'3� �10'i✓� WATER SEWER 3 A Ei GE £ 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 d Q, 4 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 a INITIAL BACKFILL 4 1 UNSTABLE e" a e" B• SAIL-,, MI MIN. i MIN MIN. #68 STONE GRANULAR FILL AS _ APPROVED BY ACSA STABL SOIL 0 ROCI(� 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) 0.1 (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 a" 2.66 2,66 2.77 0,26 22 22 1/2 Les 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 4.00 2.H3 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 IXYPRESWON " 3/4• MALE PIPE COUPLING ON AFY . EQUAL I' THE •R' SOY, COPPER FOR USE ON SINGLE FAMILY ERNICEO sExM�s GR DUAL REsownu A,, IM" AMr IMacF,naR sxMCEx. I •al•tl• ,EE OI NO E: No sxE.ATm mnx¢ Z DUAL SERVICE R 1• COYPRF59 AN " 3/4• MLLE PIPE COUPLING ofAPPRO\EO BWAL r TYPE IN• SOFT COPPER OI FOR UN ON GETACHEO SINGLE FAMILY RE90ENT4 SERMCE'MIERE AN IRRIGATION PETER IS NOT PROVIDED. SINGLE SERVICE NOTE: SAyyLES SHALL BE N4D ON AC WE CAST IRON UD Fl"WED MADE W-15 LOCNMNC METER B^u r A BOX OUTI£T) .)Y YN. COPPFRSETIFR I/e SEND COUPLIND rS_ t C YflER CCImpvAllEN SOP A MCAS 1Y TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A uNsU.' F z i A 1 12" I I e , j 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH NON 2„ FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION BOOT " -.1 7o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S-1-B TD-27 Top View a. A 6" MINIMUM 4. 1 In 4 G 4" MINIMUM 4 d 4 N e. V . NOTE: RESTRAINED JOINT FITTINGS Side View 42" Minimum A <. Certification of 95% < Compaction required d q a 4- . 4 Galvanized Steel Beam, < W12 x 14 (min. size) E 3' min, penetration into undisturbed soil , or as approved by the ACSA. llL II TYPICAL THRUST BLOCK IN FILL AREA NTS FIG, W-38 TD-5 (NOTE, MIN. 60' DIAI•£TER MANHOLE REQUIRED, C� YY irYP., DRDP KUWROLE PVC CROSS MP USE APPROVED FLE%ISLE RUBBER Y,. 2' n BIIDT. °_ ' e GASKETEP y'Il STOP TOPPLING e e%- OROP IT E PIPE STRAPS (STAINLESS STEEL) p SPACED EVERY r VERTICALLY - 90' RESTRAINED BEND _ SEWER INFLUENT 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 LONNECTE 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 FITTING 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 TWOS" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION 11.15. FIG. S-1-C2 TD-30 �E E \E n� PEEP U \E M S EM - L - �a NOE IY a -1 <Eox `aEOEE0 Q o a O <o o E�o E E-E E U nL E a NE E AP - o a �E IF U \@\ n O E ^ N E N rPPEn3 LA 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 e 12500 P.S.I. CONCRETE THRUST BLOCK _ _ - - - - - - - - - - UNDISTURBED SOIL ' 18' MN PROFILE VIEW} UNDISTURBED SOIL - EDGE - OF TRENCH 24" MN - - - - - - - --"-3----- m - REDUCER B' MR M. f 2500 P,S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - L_�_ _ - - - - - - - - UNDISTURBED SOIL - EDGE OF TRENCH24'MN. NOTES: PLAN MEW 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 2' TO IV (2701 18"-22° VALVE BOX 7 CU, FT. #68 STONE 42"MIN •°.� VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST ", 11•� '� BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL 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 BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE 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% �I (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" UFTS) EMBEDMENT • THOROUGHLY COMPACTED SPRING UNE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O H HUNCHING N0. 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 3/12/21 w4 o�SIONAL E�Ol� ''ww V/ Z z i1 z z J on Ln -D .Ja-L e C C O (� � LU W F Z u O �/ `u a `J W° C IceU Z z w w 1 2: 2 1 2: En En En 2 O I- I- I- O CJ w w w U 0 0 0 O S S S O ED aaa ED W (il (il (il W Q a a a Q 1 W W W LU on l l l DO a w w w a En En ED a w w w a I 0 IY IY LID LU LD LID I LU LU 73 a 0 O O Ox OY OY W .0)H \ \ N D F ti N Ep M N ON �z M l< M N j IJJJJJJJJLIL7� M 1 w N WCy) ~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 KJj K1 v , J N NW L.I_ O 0C:) O N U W J ,vwT w �LID _ a En 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 � 3/12/21 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 1. ALL FILL TO BE PLACED AT 95% COMPACTION. It 0 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. O H H ° 3. MINIMUM OF 1+ It' OF VERTICAL SEPARATION FROM STORM F w w SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & o � 2 SANITARY SEWER MUST BE PROVIDED. > O r r r O Z V w w w VLLI ° J Q f f f F Q (A Z f f f Z a /� o_ k a 0 0 0 0 0 \/� U U m VERTICAL GRAPHIC SCALE Z Z r v�i m w w w w w J 7 Q Q Q Q Q O s ° zs s 10 z° O H O m d d d m ti J J J W Z Q Q (n (n (n Q °+ CC C C ( IN FEET ) m d w w w d 1 inch = 5 It J m m LL Q o TIE-IN TO W a w w STA. HORIZONTAL GRAPHIC SCALE U] o s0 0 25 50 100 200 > ° w c ( IN FEET ) C 1 inch = 50 ft. c co oi 0Li LLI EXISTING F MCA 2 0% ON ON rl U N N \ \ c N cr\7 O U 0 E 0 C J a') 0 7- z 0 430 430 M ZMQ O 0 N ° M 3 N W ° 1 a 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 N / /1 WESLEY CIRCLE PROFILE PRIVATE TRAVELWAY -DESIGN SPEED =15 MPH > o LU C J z L L \ c /`^ ° W ( o J L9OM� 1--1 0 W J O ° LL 3 Q = d v c� o Ul Q ° Y a W O o C J o E INTERSECTION w/ W (n o STA.1o+oo, ul z W z w W J w 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; � 415 400 .93 a N a > °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 w N w o � o .+ \ 405 V > a>0 w �m j vi j 3 M � m 405 �w N1;; Nw EXISTING PAVEMENT v m v m w w 1o+zy, ELEV �6y°I0 � 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 rPROPOSID\PROPOSED PROPOSED GRADE VDOT STD. CD-1 -1.00% EXISTING 8" G.V. v1 °rv° v1 �o PROPOSED 6��8"xTEE8"xy" TEE 3�5'MIN.��4�� 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 Ol 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 °l O N N Ol O N ci W O N Ol l(1 Ol N l0 °1 Q1 N �Y rl O7 N N l(1 D7 Ql O O Ol Ol 00 a0 N N W � N a0 S d �Y � �i' M .t M �t M �Y M M M M M M M M M � 425 425 \ 420 420 415 415 \ 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 � ono \Ni w N lii m m U VI U 40o s° � W � w � m m w w 400 ESLEYCIRCLE -z�O°% j m j w ELEV.=4O1�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 °1 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 3/12/21 w4 � �`rS10NAL Y' w W Ll Z 7 z w N z J 435 U rq F O EN w c STA.1o+o0, o ° C V Z Z F w w o F- F- F- o Z °o V w w w V J Q f f f F Q (A Z f f f Z a k a 0 0 0 0 0 Z(n m w O) O) O) w r O o a o mw w w w W s F J m o 0 o m 3 W Z Q Q (n I-I (nII (n Q °+ C H m d w w w d J p p Q (n (n O W w o_ w w p w Ln 0 > U uj w a LL 0 0 0% O1 ON rl U W '-I '-I '-I \ \ N D Q `.'� ti N p N ti N in p "'� \ N N \ \ U 0 E 0 C J O M z M Q lu O > N J ° M 3 N W ° N T O o N W > -� 00// A o LLI C J z L J L \ C /(� ~ ° Lu L.L � a J 0 '�� o co LL_ / Uri J/ 0 LL 3 Q � °� c C) o� Q° Y U o w 0 C 00 ul 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 0 MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER Q o 5 ° 2.5 5 20 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 0 ROAD AND BRIDGE SPECIFICATION 303.04 (D 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 o HORIZONTAL GRAPHIC SCALE CRUSHER RUN AGGREGATE SIZE z5AND z6,PER VDOT ROAD AND BRIDGE 50 0 25 s0 100 200 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 In � 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° 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 PROPOSED RADEo1a FOa) 415 4"x4" TEE N � w (1) - 4" G.V. 35' MIN. Ji � V m w PVI ELEV: o . .83 PROPOSED 1" COPPER m WATER SERVICIE LATERAL �01� LVC19o.o 5 PROPOSED 4" CL. 53 D.I. WATERLINE INTERSECTION w/ WESLEY CIRCLE 0 o M 41O STA.15+z6, ELEV.=4o5.00 o M o � !}10 PROPOSED 4" 45°BEND N w `,°, w PVI STA: 18+So.00 PROPOSED 4" 45°BEND � � � 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 LOW PT ELEV: 3 g.6o PROPOSED 6" CL. 5z D.I. WATERLINE (1) _ 4�� G.V. > m > w o M �o 40o I \ m w 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° 390 PROPOSED 4" 90° BEND TO2•pO% 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 W l0 O � O M l0 O N O1 O N °p m I� 01 �t 01 M l0 In .t M N V1 M N O •i M O1 l0 °0 h d N l0 Q) OD M M N N �p ri lD N n °�° O � O1 � N 01 .Y 01 M W ci 1p OD N S Q) ci CO 00 I� S �T O N N V) CQ � M M l0 O 01 CO N 1p V1 �p d I� N M •i V1 O O Ol 1p Ol M �t M M �t �t M M �t �t M M �t .t N M �t N N N N •i N ci N ei 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.z5 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+z4.o3 \ = ¢ m :to R I M:404.42 1n INV IN. 393.1z FROM MH-15A \ w V) 5E PROPOSED INV OUT. 39z.gz TO GRADE MH-14 05 MH-12 SAN-11 STA:34+16.go STA:30+00.36 MH-11 / RIM:395.00 / RIM:387.09 STA:33+34 Sz 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 4" 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 4" WATERLINE CROSSING EXISTING 8" WATERLINE CROSSING 1.9' z 95 SAN- 9 STA:z8+17.35 INV OUT. 374.67TO SAN-11 INV IN. 6. FROM MH-11 37 45 PROPOSED 1 4" WATERLINE CROSSING 8" DIP RIM:383 43 INV OUT. 376.z5 TO MH-ioA g" DIP 3 1 33-73 LF @ 7.83% INV IN. 373.o8 FROM SAN-io INV OUT. TO SAN-8 MH-ioA PROPOSED 6" a5' 8" DIP 77 74 0 1oh LF Qa 7 8" DIP 372.83 WATERLINE 1.5' 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:380.5o INV IN. 375.7o FROM MH-1oB 8 SD 26pVC% 6D Oa 2.16 8" SDR-26 PVCSAN- 33B 7 STA:z5+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. 37z.15 TO SAN-7 / I Q�( ola _SAN-6 INV IN. 371.63 FROM SAN-8 / 5 tib ''3° 85 STA:24+i6.34 INV OUT. 371.46 TO SAN-6 RIM: 377.10 INV IN. 370.72 FROM SAN-7 INV OUT. 370.57 TO SAWS I PROPOSED GRADE .4 0(0 80 / 0 0 EXISTING GRADE 5� 75 8"DIP 124.00 LF @o.51% 18" 10" DIP 3 1o" SDR-z6 PVC �44.91 LF @ 0.59% 12" SDR-z6 PVC 12" SDR-26 PVC LF @0.43% 133.79 LF @ o.4o°r6 8" DIP SDR-26 PVC 70 134.96 LF dal 0.55% 120.z6 32.24 LF @o.56% 102.o5 LF @o.54% 18" ED ON DIP 30.io LF Qa 0.5 % NG 65 O O + M m N ko N ^ M N rl 00 m m Vl N M N .t M O m m H m m Vl m It 00 In m m 00 It �D O 00 O a It 1, .t m N l0 rl M m M Vl N ^ ON�t kD N^ m a N m 00 O m It n M M �D .t Ln m rl 00 O �0 00 N m m m•i NN Ln O 00O 00 ^M m ^M m ^M O m I m OJ m O 00 r4 W0 OJ W OJ N O m ^ N OD m d N 00 OJ rl lD 00 m m co 0 00 CO 00 m N m O .Ht 1� m O V1 m m m Ol M m m 00 n m 0 O N O H N lD O H O O rl M m O m O O O 0In M M M M M M M M M M M M M M M 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. z. 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. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. J K ¢H m W ¢ N a a O J W > H 220 w= Ln 2 m m 0 LL LL O 2 O O N N 00 ~ 4 rmmmM 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 ��Q. r, ,,.1Z0 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 Ol m 00M N 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 z+So 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-4 STA:20+o6.37 STA:z2+7z.94 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 OUT69.7946 4 EXISTING GRADE 375 / 370 12" SDR-z6 PVC 12" SDR-26 PVC 134.96 LF Lal 0.55% SDR-26 PVC 13g.40 LF @o.6o% 1z" 262.19 LF @0.73% z4" 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 lD It 111 m rl N lD O O rI M m N ^ M ^ M l^ M 00 M 0) M l^ M ^ M F M 00 M O^l M 0) M 20+00 20+50 21+00 21+So 22+00 zz+So 23+00 23+So 24+00 24+So 2S+00 Lic. No. 035791,E 3/12/21 ¢�'41 z z w w f f 0 1n 1n 0 O O z z f m f 0 Ov m u O w U w v¢i w a ¢ w be w w w cc w w Q 1n 1n < p c cc Lu Ln Ln w w cJ owf 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: 1. 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') 41 5 TP=4o6.o0 41 5 INV IN: 399.75TO46 0(0 INV IN: 388.72 TO 32 �6'e6y�` INV OUT: 388.62 TO 28 y5 F Ca V �y33 410 y5 � �1 5 410 q,9 �y 405 405 400 ytiI �z 400 395 395 _ 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES 390 390 l0 O .t I� rl N V0M �Vl t N .t • M O 1� � O 00 O N V7 n O Ol 1� S N V0 I� O N 00 n O N N O H M V 01 H N O1 O H m In N N m tD 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 u i0 11 o o i 395 STR:4 VDOT STD. DI-3C (L=6') rn o p O m TP=389.83 p wwWO INV IN: 382.33TO6 O O O o INV IN: 384.z5T022 n F F F F ry o O o INV IN: 379.5o TO YD-1 0 0 00 m 0 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 0 F- -W ° F- -O TP=376.00 F 1n a>>>> F z z z z vl 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° a� "' "� O p^� O m N ALLPROPOSED" ` X W 385 = \ 400 mz 0 w mo 4 00 1 > > to Fzz w Ln a > Fz O / > O m O \ PROPOSED w 000 GRADE 380 0 '0 0 of 395 395 ° 0 � °' " EXISTING 12" XISTING GRADE m a m m? SANITARY WATERLINE " mz z O r 1 > > > CROSSING13.1' CROSSING PROPOSE In F Z 375 SEWER C 390 390 LJ 15" RCP 115" RCP Q o0 67.01 LF Qa 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% 6592CF � Z. O H n 00 O 00 N O M H co s I m m 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 zo 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 F w O o N / INV IN: 400.5o TO YD-5 Es a m0 f" O N p p INV OUT: 388.37 TO 26 p 0 N \ d w N t7 ID x F V1 N� x z m O O ll l^ N V1 m 0p001m O 410 0 I�I�m / N �0 >,D mmF m v~i W W d'OI dZo W 410 O / d F �1� H1»> F omo�IF ZZ p F 00 m lL 0 M rim Ln F z z z ^' O mmF \ 0 lD Ol 0) m W 0 > n mm mF a0 Z) 405 / 0 N > ID NO NO "�zzzo ��z 405 o q=0 O F F OOF �11 U o00 F �N^ lF„�>z>z �1»» FZZZZ 0mL6 0NrnmO p �tO m $ mF PROPOSED `° > mF 6" WATERLINE _z0 ISTING 1z" 400 v A rnZo i"'Z_ CROSSINGS ATERLINEL}00 F a>> � O_CROSSING FZZ 1n AEW4 OO F PROPOSED1F 8" WATERLINE '0^/ F �'.1 N ° r, PROPOSED CROSSING 395 0 m N't m m 0omm m� GRADEp 395 > 0) ..a mz z z 0 PROPOS 15" RCP ii 4" WATERLINE zLn P z_ z z CROSSING 53.8o LF o Qa 1.21/a / PROPOSED 6" RCP WATERLINE 3'6' 43-IS- 43.76 LF Qa o.71% 390 CROSSING 390 PROPOSED SANITARY 1 RCP SEWER CROSSING ;1;3-03.57 RCP rqZ04 LFL0.524' 0% 824" RCP 91.o8 LF Qa o.54% 3 5 RCP LF @ o.51% 24" RCP 385 24 65LF 1.89% 23.96 LF Qa o.63% 1/2" STEEL PLATE SHALL BE PROVIDED IN 134 24" RCP ALL PROPOSED "STEP-DOWN" MANHOLES 47-73 LF Qa 0.52% 1/2" STEEL PLATE SHALL BE PROVIDED IN 38o ALL PROPOSED "STEP-DOWN" MANHOLES 38o 1/2" STEEL PLATE SHALL BE PROVIDED IN ALL PROPOSED "STEP-DOWN" MANHOLES 375 375 In .t Ol 00 N l0 F Ln 0) 00 Vl l0 M I� l0 lD H 1� N 00 ci 1l� cl O Ol O N ei lD N l0 1� w O It N In It 00 Vl .t H ♦i Ln W l0 Ol 00 Ol N 00 Ol O It N Ol H lD V1 Ol 'i n N 01 N 01 01 N M V1 O N In 4 O N lD .t O H M fV O O N .t O O M M M M .t M t m M M 't 't .t 't S .t S .t S It It 0+00 J m li 0 N 0 H 00 man to F �._ Q1 F m 0 ,n F 00 M 0 00O F N n1 O 00 O p � 0 00 0 .t 1� M 0 t m oF N~z 0N� O7!Z0-m0a m» F » CL z zz1»a F tnFzz In Fmlom Zn i8" RCP 42.58 LF 18" RCP 34-49 LF @ 0.67%\ :P LF\Qa 0-S44% �X\y EXISTING GRADES 2/2" PLATE SHALL BE PROVIDED ALL PROPOSED "STEP-DOWN" MANHC 1ry °m It vm 0+00 0+50 1+00 1+50 9 o m m rn 00 00co000000 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:I6VDOT 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 co �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 0 p O O N F m LnF F Q' mom 0 >H O m F O N Mm o 0 395 � °° m m=-a m0 395 > os ID mz zO v~i Hz Ln�ZZZ E • �\mil • • 385 hk385 15" RCP 48.42 LF Qa 1.38% ILL (TYP) 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-zo - STR-6 PROFILE Lic. No. 035791 3/12/21 ¢�'41 z O J < a i k w Z O0Ul z O > u z c .. Lu Vl H u I z z w w I � � 1 Ln Ln Ln U z z z U w w w z x x x z 0 0 0 0 0 En En En W W i Q Q Q Q'y 1 � w w w � m d d d m w w w Q d w w w d p a' a' a' p Ln L Lu L 0 0 a 0 m m 01 0, ON w N D U LCA z M M Q 0 CA JN > 0 M 3 i W N 0 N ° > W o N W > J a LLI o J J z ° > (n o W L.L _LL a ' urO Q 00 W Lu c = z u u U Q w u z < a rY w O 0 ° 0 o U) ul M� W ° Lu w J J 0 Z a w w LL z '�// U) N Z J � o o Lu Oa o Q I O O U O N O x W ° u J ti F N c w 0 W E o a 1n JOB NO. 182150 0 ° SCALE 1 "=50' ° c ° SHEET NO. n 16 S.-1 45 BARS • r rC TIP. :5!e CC nP. I I I I I 11J._I A A B B TT71 � . I I I I I �•' DINETER � � � �1 TT i I I T TT TTTTTT7-I TTTT.. PLAN WI THaESS VARIES PLAN .:,. L/BS M CaaEtE aA33 AT COEAETE , SECTION A -A SECTION B-B NOTE&: 1. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED OM.Y MAIM MOMS) N THE PLANS ON THE DRAINAGE SULMMY SHEET ANWOR THE DRAINAGE DESCRIPTION. FOR NANHOES. 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. _ M5 BARS W w C-C TYP. 4. SAFETY SLAB MAY U CASTAN-RILE OR PRECAST. MT-11 PLACE CONCRETE TO BE CLASS AT 13000 MD. PRECAST CONCRETE IS TO BE M 44NO PS). REINFORCING' STEEL TO BE IN ACCORDANCE WITH MSHTO MJI. ,C y). ,� : y 't:' - 1 - 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• LONG). TYPICAL PRECAST UNIT �IDGE,MBMDB TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, �°"�' ROM Mo MANHOLES AND JUNCTION BOXES SHEET I OF I REWSNN DATE VIRGINIA DEPARTMENT OF TRM9PORTATION 302 pL,µ �1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL - GMOUN7 LNE H GRWRO LTE H GROLNO LINE H ROCK OR / EARTH D•I2" UNYIELDING D•12 EARTH B B B w2 4" t D/2 0/2 31 uACEOpiEn"K e MIN. 1/10 D I BEDDING NIN. 1/t0 0 I I REDOING MIN. I/10 0 'r• %i�•D % MATERIAL 10FaH %�D-►i % MATERIAL -T�II % D % "" B•• DIM. 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 M� I TOP OF F� 15 OP OF FLL IF- I -TOP OF FILL H H - /ik//////i //// C-a. _ GROUND, - GROUND, 0.12"= r% N ND D•12" /....///� ///////J rJyyJ/i _ GROUND y E LINE e J NN - a -LINE FL �EMTI T�DOCK OR e/ MN. MN. VM �D % . D UIYELDNG 1/10 30L " % MATE X D X F� MIN. 1/10 D BEDDING EARTH1• BEDDING II PER NATERIH NORMAL EARTH FOUNDATIONMN.B^, OF" 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 PPAS E. THE LIMITS OF THE CLASS I BAHCFLL MATERVL SHAY BE CLASS I BACNFLL 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 BACIEILL 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 RENOUNCE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "AIM 302 REM BAo 303 VDmlu DEPARTMENT OF TRANSPORTATION 07.01 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 4GGRADE INV OUT: 419.25 TO 48 435 435 D WALL EV.=434 EV.=4z9 430 430 =D GRADE SED WALL ELEV.=4z ELEV.=422 425 425 TP=419.67 L4.25 TO YD-13 V: 413.35 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 O) 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 0 o W M W 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 E) N PRO T BOTTI PRO TI BOTTC STR:z8 INV I INV IN: INV OL 430 430 ;LUTING GRADE STR:YD-5 24" YARD I TP=424.00 INV OUT: 4o6.00 TO : 425 425 DPOSED 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 26 405 405 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 JLET 8 S I K: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% PROPOSED STEEL WEIR PLATE. SEE VSMP PLAN, SHEET 8, FOR DETAILS. 370 rrl? CD 3 m °rn 00 000 ONO 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: 375-75T038 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 S 11-13 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 3/12/21 aw4d 11 / TP=392.58 INV IN: 385.35 TO ROOFS INVOUT: o a J k 385.25TO42 �• / Z Lei w , f EXISTING GRADE 390 O o z o ROPOSED 4" WATERLINE CROSSING w F L E / w PROPOSED t- H GRADE 1.(l` FILL (TYP. 385 / �W/ E i IBTL w/5o' LONG, 13' WIDE, 2' DEEP 36" RCP VDOT CL. A1, EC-1 RIPRAP 1.1 85.10 LF Qa o.500A CHANNEL OUTFALL. RIPRAP TO 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=4z3.00 INV OUT: 419.00 TO 425 PROPOSED GRADE / 425 / 420 / 420 415 415 STR:YD-318" YARD INLTP=407INVIN:403.5oTOYDINVOUT: PE 399.00 TOY410 410 405 405 STR:YD-2 12" CLEANOUT TP=396.00 INV IN: 392.00 TO YD-3 INV OUT: 387.5o TO 42 / 400 400 I D. DI-3C (L=6') N: 383 35 TO 44 XISTING / GRADE ao 384.00 TO YD-z 4� 13.25 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 NOP3y,,% 385 y2 2.2' PROPOSED SANITARY SEWER 3H0 SERVICE LATERAL CROSSING 3$O H 0) 00 0) N 00 S O .t M M 0) °M M H � 1 N 0+00 0+50 1+00 1+50 2+00 2+50 YD-4 - STR-42 PROFILE 5 29.54 LF Qa 6.77% INLET 30" RCP YD-3 365 7.91 LF Qa 0.74% 1.1' L15" RCP 77-41 LF Qa 2.46% PROPOSED SANITARY SEWER 3$0 SERVICE LATERAL CROSSING 15" RCP 30.22 LF Cal 1.65% I PROPOSED SANITARY SEWER CROSSING 375 I 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 't n LD M LO M N Ol LFY 00 't ^ T4 00 ^ LD O CD Cn ^ N M LD 00 00 CD OD O0 OT OT O OD H H OT 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 Z W W i f f I 2: uI uI Ln I O Z Z Z O W W W I z X X X Z 0 0 0 0 0 U Q Q Q U W En En En W i Q Q Q Q Q I � w w w � ED d d d m Q w w w Q cc u) In In cc d w w w d Lu IY IY ILu Y p . 4Ln C a, a, 7, IT On DY .H N N Nza� ,mH o N N rl OR M rl OR M d7 z1 _ J M M Q z > J " N ° M 3 N uj ° e ` U l W N W > j N a L1J < c � J ° z > JMHI u B� LLI Lu LL 1� c LL Or '_j O O op AV 3 Q co w c = W (D c) Q z a w u < 0 0 W 0 C E coTIE ul ° CD J z W it WN 1 z_ L.L .B�IIM�1 B1 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 / Y 8 / / e /, y I, r / 7 ! ## /1 f/ A - - -DRAINAGE DIVIDE (TYP.) �� 1 I X6o6 \\ 1 t 384 r 44 o -37 / 372 i 570 int I p ✓ I I I I -i442- IV 12�- 100 / PROPOSED DITCH I \00 ♦ �00 100 / AT Z - 454 !! i DRAINAGE DIVIDE (TYP.) / / / / / Di3 YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. 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 17.39% 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" 43500 12 40.11 4.99% 431.00 429.00 HDPE YD-10 YARD INLET 12" 432.75 12 55.21 9.06% 429.00 424.00 HDPE YD-9 YARD INLET 12" 429. 55 12 00.'IV 5.6770 424.00 419.00 HDPE YD$ 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 HDPE YD-13 YARD INLET 18" 433.92 12 25.20 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 I YARD INLET 18" 432.50 12 43.62 3.21% 428.50 427.10 HDPE ` f / / 00 y ��� / A�� �/ 0o ROPOSED DITCH I ) / PROJECT BOUNDARY (TYPJ / / / / / / / / / / / < OPOP SEDiDITCH ` OPEN -- �/ /♦ // / / -� / j �/ ♦, // 7 - - / PROPOSED •� � ,, r� ROB ,< � \ \, ,♦ /,(: � // / DRAINAGE DIVIDE (TYP.) 4 I .... , A' EXIST TIINGPRO PER�TYLINE(TYP. C c� PROJECT BOUND ARY (TYP.) UNDERGROUND DETENTION FACILITY 38 1 II I I I I I //`STORMWATER _ io v1ANAGEMENT I '- ���``� i /' /' /� FACI ITY i DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (ft.) SLOPE M INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 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 - 1-- 0.55% 382.92 382.33 RCP 4 DI-3C CG-6 6 389.83 VDOT STD. IS-1 REQ'D 3 24 66.01 5.41% 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 V M I STD. IS-1 REQ'D 'IV 15 40.4, 1.38% 386.00 385.33 RCP Et-D07 E1FDI-3B NIA 6 404.14 VDOT STD. IS-1 REQ'D 15 53.80 1.21% 397.05 396.41 RCP EX-D06 E)FDI-2B CG-6 6 403.02 VDOT STD. IS-1 REQ'D 15 43.76 0.71% 396.31 396.00 RCP 32 DI-3C CG-6 6 402.00 VDOTSTD. 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 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-3B 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 E)FDI-3B CG-2 6 397.30 VDOTSTD. IS-1 REQ'D 15 53.69 0.80% 390.17 389.74 RCP EJFD05 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 77.41 2.46% 385.25 383.35 RCP 42 DI-3C CG-6 6 388.50 VDOT STD. IS-1 REQ'D 41 15 30.22 1.65% 383.25 M.,5 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 15 29.54 6.77% 373.00 371.00 RCP 10 MH NIA N/A 374.50 VDOTSTD. IS-1 REQ'D 1A 30 7.91 0.74% 369.00 368.94 RCP 40 DI-3B NIA 10 388.17 VDOTSTD. IS-1 REQ'D 39 15 100.77 7.02% 383.67 376.60 RCP 38 DI-3C NIA 6 382.00 VDOT STD. IS-1 REQ'D 37 15 7.21 10.40% 376.50 375.75 RCP 38 DI-3C NIA 6 382.00 37 15 7.30 6.85% 377.75 377.25 RCP 52 DI-38 CG-2 '12 431.50 VDOT STD. IS-1 REQ'D 5'I 15 125.80 8.27% 427.00 416.60 RCP 50 DI-38 CG-2 16 422.67 VDOT STD. IS-1 REQ'D 49 15 51.33 6.14% 416.50 413.35 RCP 48 DI-38 CG-2 16 419.67 VDOT STD. IS-1 REQ'D 47 15 81.89 7.51% 413.25 407.10 RCP 46 DI-3B NIA 14 413.50 VDOT STD. IS-1 REQ'D 45 15 127.72 5.68% 407.00 399.75 RCP ti Lic. No. 035791,E 3/12/21 ¢�'41 Z O J < a C k U < Z w 0o< Z O � ` L H u .. (� LU H a W w u I w w I � � uq Ln Ln OU z z z OU w w w z i f f Z 0 0 0 0 0 w twit twit twit w i Q Q Q Q Q I � w w w � ca fl fl fl m w w w Q � to to to CC d w w w d O CC CC CC p Ln Ln iLU LU L0 zU Z M 0 N 0 ° M 3 1 W N ° 0 � N > W N `o ° W -J a LU 0 C J J z L > U) W L n < c IUr J � W 448 v \ \ V \\ \\ \I W Q vV z v z () I --I Upper Wall Ditch Job Number: 182150 Designed By: AML Q ° ° / l I Max S-5D% Max V=30fps EC-2,MaxV�Afps EC-3TypeA, MaxV�.0 fps Sta From Sta To T (min) C Value Area (ae.) CA ecu 1 (in/hr) Q (efs) Sloe P (ft/ft) Faith n�.03 ( ) s Jute Sed n�.0_ ( )( ) Paved n�.0I5 ( ) I" (in/hr) Q' (cfs) De th' P (ft) Mm.Desl n S Width (ft) Ve[. 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 19' Faith 5.00 ft 1+00 0+00 12.0 0.30 0.18 O.14 4.3 059 0.2368 3.28fps 0.24 ft 5.30 0.73 0.26 ft I " Jute 5.00 ft Note: Ditch terminates at YD-3 2+60 3+50 11.0 0.30 0.19 0.06 4.4 0.25 0.0294 1.79 fps 0.22 ft 5.40 0.31 0.24 ft 10" Earh 5.00 ft Note: Ditch terminates at YD-5 6+80 5+50 12.0 0.32 0.76 0.24 4.3 1.05 0.0661 2.40fps 0.38ft 5.30 1.29 0.41 ft ]0" Jute S.00ft 5+50 4+50 11.0 0.36 0.40 0.39 4.4 1.70 0.0280 1.99 fps 0.53 ft 5.40 2.09 0.58 ft 10" Jute 5.00 ft 4+50 3+50 11.0 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 12.0 0.30 0.22 0.07 4.3 0.28 0.1173 2.10 fps 0.21 ft 5.30 0.35 0.23 ft 1a, Jute 5.00 ft Note: Ditch terminates at YD 14 W Y U o LU 0 0 o � Ul M ° LU LU J CD 0 w z LL z ''/^) � Vl N Z � J o LU O O Qn 0 n 4 \ \ 1 \ \ \ \ \ \ c) \ \\ -44a- _ 3ss / t I I E O W EXISTING STREAM I V A V A \ V A I I I V \ \ rz m a i EXISTINGr� O / t� �-- ! STREAM ,//: / / i I G�ZL�PriIC COAL A A\ \v \ v \V A\ \vv v�-- €36 / / /��v A \ V A JOBNO. // \ 1 \ \ \ \ \ 1 \ 182150 0 '® -, ---- "�"v. • `�'� //;/ /// �� /� �� I I I I I v A v v -�2-' / /' /'/'v 1 1 \ \ V � 1 I I \ � \ V A o \ V \\\ / \\I A \\ I I\ \\\\\\ \ SCALE II� F$ET 1u50' i_It o / __®®®® ®-� \�� \ \ \\ �// 7 /� \ \ \ 1 \ SHEET NO. n -\ \ \I \ \ \ _-\ \ \ / \ \ \ \ ,�- \ � I \ \ 11 \ \ 18 / Structure / - / Area (Acres) C1w 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 YD-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 3/12/21 w4 �� l z IONAL IVE w Z 7 Z N Z J O U F o z W N E w O ° O Z Z F w w O F- F- F- O V V Z °� w w w v J Q f f f F Q (A Z i f f Z a ' w k a 0 O U U U 0 a0i m r Z(/) W (n (n (n W ¢ O Oz s uO Z Q Q W Q °� C CC U) U) U) m d w w w d J LU Q �, Q 4 o w W 1 W W rn w N c 0 U W `o tY a 0 0 a a c 0 01 O1 01 � C M w '--I N O r, cr\7 U 0 a v 0 C J a z° M M Q N J v ° ° 3 co N N ° 1 W a 01 N T o W N v w W > d -� o Q c J ° > u 0 o w L ga c L90 D N J 3 c = U ° v U u 0 w 0 W U Q z a w 0 < o U c 0 O w J z 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 a (A � JOB NO. 182150 0 SCALE ° N/A o ° 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 U C N O N N O C U p � O 9 U N N O ° 3 a t N N � � rn a 3 `o_ H o m 0 �° J rn K 3 E c � p` _ A oO U > � ¢ U O O O vi in � (n (n � 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 flow 0.4 0.07 0.146 3.36 Maximum allowable spread=l0' TH OFF O SCOTT R. LLINSZ U Lic. No. 035791 °P. 420 3/12/21 w4 ��IONALCD z z N z J O U F o z w E ° 0 ° U Z Z F w w O F F F O Z °o V w w w V O J O f f f L ¢ (n Z f f f Z a �/� a k a 0 0 0 0 0 Z(n m w (n (n (n w Z J O ¢ a' a' a' ¢ o * gutter longitudinal slope of 0.001 should be used in a sump condition O O O w d d d w - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth z m o 0 o m 3 - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities w ¢ CC (wit (wit (wit � 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 d J Lu Q ¢ w w c � u) u) o W w a w w o rr rr w � Vt c O U w � `o 11 o� a 0 01 O1 01 001 Q ,..� ti N p N ti N 0 ❑ "'� \ N N \ \ "'� c M n w .-I N cr\7 O U O E 0 C J a O zf� 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 I J z ` > H O ° w ga c 0 D J 3 Q 10� Uc = U v O U � LU 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 Z W J w z Z N r_ U) T z y J t� LU 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 o 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 r16 711 co 0 -.1 Ul 0 o IEO 0 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 � � O N N OI 'O W C � N y ii L' n `m 0❑ £ � `` t E � w a > � ¢ ti 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 Maxim um 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 Hyd 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 O C h n N fV N N 0 � 0 O w u ° � o c � c O t`, E 9 ❑ Q a - 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 rr 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 �,o, 00 HEIGHT OF PROPOSED GRADE OBJECT=3.5' 395 1 95 INTER ECTIO�J O W�SLEY LPROFILESLEYCIRCLE v SIGHTDISTANCE 390 390 lD LO H .t O N lD N Ln 00 0) 00 l!) 0) M 'n �D 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) lD 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) In 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 3/12/21 ¢�'41 o p p ° U F w w � O F F F O . U z z z U O J O f f f r P r Q 1n z f f f z a a 0 0 0 0 0 m r ZU w z W u u u W O ¢ O s Oz 1n m m 3 '" J p p p C m d w w w J p p h Q 1n 1n O W oLu L N o U w 0 0 0 � 0, 0, 11J N ti N i N N 0n L Cy) �z M Cn N J M 1 w N O N ~� N W > J J Q J z J U) ,___, 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 w 2 to JOB NO. 182150 SCALE 1 11=50' SHEET NO. 21 / I / / \ " LANDSCAPE &TREE CANOPY REQUIREMENTS bl'� %z� /�H TREE CANOPY REQUIRED: 15% OF 7.402 AC = im. AC , I TREE CANOPY PROVIDED: EXISTING TREE PRESERVATION &STREET TREES TO REMAIN = o.r+5 AC I / 75JN l PROPOSED LANDSCAPING 0.76AC \ \ \ \ a \ \ I I l i l / TOTAL TREE CANOPY PROVIDED =1.z1 AC O SCOTT R. LLINSZ i v / I� 'I- % ' A ' U Lic. No. 035791,E NOTE: \ — — UAP ' I I, / / / / / PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS: 0 4 1. \ \ —� / I I - / MATC H LI N E -SEE SHEET 23 3/12/21 STREET TREES PROVIDED 5o' O.C. AND 5'-io' FROM PROPOSED UTILITIES. w � o i REQUIRED LANDSCAPING 1/10 SPACES = z8 SPACES Qa 1TREE / 10 SPACES = 3 TREES REQUIRED — ' z. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE \ \\ \ // / I TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 7 TREES PROVIDED �rSIONAL E�Gl MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBSANDTREES SHALL BE PRUNED MINIMAL I V AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ,51 IdP, / / HISTORIC BROOKHILL a - z8 PAT �, ... / I ! _ HOUSE PARC .- I / 3 PT 1UAP 5... W /I ✓ � V I \ \ �r may\ �. � V. w �/� /.G� �' �/ /�. `� � r�"',�.� I \\ �� J — a •` �.' � \i \ I \ I I \\ - C,3 t w\ IhW-"�,\\w\ w w _ �' / _--. �/ / / j wl I ! I / ,�;9 zASL \ \ 29 PVR Q J I // PROJECT BOUNDARY ( ) - � + 1ozJN Y TYP. / " Z / I LIMITS OF I o f- �- - I w 3 PT i O / \ NOTE: PROPOSED SLOPES STEEPER THAN / • ASL , r �- / GREENWAY (TYP.) -- - / �l — / \ N/ �o K// 3:1 SHALL BE PLANTED WITH NATIVE STEEP / / / w \ \ \ \ -r�lc %� g,yo O SLOPE MIX WITH ANNUAL RYEGRASS BY ' / i / I W i i ( \ ` qUs Ky�� ERNST CONSERVATION SEEDS AT A RATE OPEN �� ,___ 1- ,� I / 1 g� OF 6o LBS PER ACRE, OR 1 LB PER 1,000 SF. / i 1 S PACE C- P�- , �I I I -t- A ' . R 101 jGon / W ` / / c �/ � � � � 0.79 ACRES as � '` ;� � I � � � � �--I -- I--- � �3 �I I �S ----� -� V A 3 O .:. ' \ � RgT(1R PROPOSED LIMITS i! �i _ OF TREE CLEARING ,-' / / / / / u L g(/FF PROPOSEDTREE FO FR PROTECTION FENCING J°�LU .i, .,; ., �- --i _--I LLI , / s ` I -�__ 1 I {. ..� I. \ -.a Q5� \ '\ \\�\\\ - -LI — _ _ , // / /, Q .-I '~ N N MI M ~ e: / kw��_� _ 43 _�� m Lu 1/ 41 Z�LLJ / / LSR V �I v %-B�� c —' / - i 3Q5 / r , 1ASI Cy) w w / / I — \ Z�S/ _ / / / / / / / /0 "Icyi TS--- -' - /' z W I \ , o „e ow .� �. I � I �. �. � .� I �. � �. .� I / l / f ; :a sa JN---/ f - ----�- ��` -- � � ` I-- 1 ns - � . ';'\ \ , � / / � / �„ . I � � A I V z,Qs V v V R s / �� I / / N z NOTES: ALL LANDSCAPING SHALL BE INSTALLED �/ I I / -372Lu V A \ — - / / / /� ° / / / / / r---L--L-----�-I------- \ I i \ '\ \ -�- �- I - 3� T z CFAS / / O7 �I BY THE FIRST PLANTING SEASON I / / \ \ /� \ / / 04 FOLLOWING THE ISSUANCE OF THE FIRST I / / / / / I I r — _\-- CFAS — / / " CERTIFICATE OF OCCUPANCY WITHIN THE I / 7oNHDI �F- ko//� / / / / / / II\ V \ \� / DEVELOPMENT. / f e• =-- - ----�- � � -- ; - I I \ �-- -• � — - � � - •--- \\ ,° � / / \ .. z. ALL LANDSCAPING AND SCREENING SHALLC7ly� / / / \ BE MAINTAINED IN A HEALTHY CONDITION I I I l l / 11 / / / s I I A \ V I _ Z f y -/-aw / / L OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARYBY THE CURRENT O. REPLACEMENT WNER OR A OPERTY l l / / y ---� - F- L- — — /l l \ > z _ _ .� _ MATERIAL SHALL COMPLY WITH THE / / / / / / / / �6s �`Li�-(_i-- \\\ --�\z 4A5 �� <�°-� / / r z `� g APPROVED LANDSCAPE PLAN. II I I I l / / /l 365m I II I - I \ \; �iLLJ UAP / s - QS �_,/ / / �/ I EQUIPMENT FROM THE ENTRANCE �I I I I I I l i I I III' \\ J \ STI PROPERTY ( ) 3. VISIBILITY OF ALL MECHANICAL \-\��__�y___ \\ , �\ XISTING Y LINE TYP. \ / 5 LSR \ � � \ � ,' _, / i jai, I CORRIDOR SHALL BE ELIMINATED. I I I I I I EXISTING STREET TREES 1___ - - -r�i-----I-- I �\ \ l / a 9 — \ l / I ! I I OJ LL1 Z I I SEE APPROVED BROOHILL I J , ROAD PLAN (SUBzo17oo117) a I I I I I -' 1 I �, -1- g� I v v \l v vvvv v� ��� �' /% / / / I I I00 / ��i� I z U yI X I I I I • � \ 36b' I I I� C) • ® / W / / / I / U I ' 7 z /-- ��/ _ - �� / / � / / �� /I I I w \ r J I I �' ---- / / - 3 MV� I I � I I I I I � I ,11� I / �/ Jv /.• V I NOTE: A zo' BROOKHILL HISTORIC HOUSE (� W/_ S I I 3 BUFFER SHALL BE PROVIDED ALONG THE ul —„�= ----C --'J J� �/®O OO p° • \,, , - _ Oo \�' �y�- -- / II -/ I I1I— ° / I P\_ \ I I BROOK�HILL HISTORIC I HOU�SE LOIT. THE 20' B3MV rr BUFFER SHALL BE EXISTING UNDISTURBED ISTING STRAZLij / BUFFER.8PVDBTPROPOS L 4 T z81JV STORMWAER U) MANAGEMENT ` 6FA�TY TEM EXISTING 3o Y. --� w - _____ - o °x•• �� m °•- - - - -. /LANDSCAPING BUFFER —�� - i I I\ II I i I NOTE: ANY PORTION OF THE 3o'BUFFER ALONG O oPOLO GROUNDS ROAD THAT IS NOT CORRECTLY jQ0 iv WOODED OR THAT IS DISTURBED DURING GRADING Ur -I J I� 6Jv // \ j FOR THE DEVELOPMENT OR ROADWAY O I I IMPROVEMENTS SHALL BE PLANTED AND EXISTING POLO GROUNDS ROAD 10 PT / I '-- _ / i5 MV / I I SCREENED WITH A MIXTURE OF DECIDUOUS AND � _ STATE ROUTE 643 -� w� - �� W I _ - - Po \ DfP �O /1LSR L m=II=II POLO GROUNDS ROAD Oo EXISTING PUBLIC ROAD _ — 4A5\ 8 W� q0 I EVERGREEN SHRUBS AND TRESS TO BE APPROVED Oo VAR. WIDTH PUBLIC R/W ` m me + RO O U ND mpme EW BY THE DIRECTOR OF PLANNING. VARIABLE WIDTH PUBLIC R W _ II II mop; °�� rl,,,_ Qo EXISTING POLO — � � I I w ER ,a I w-° PROPOSED TREE I I I �' � I � � A \ \ 1 LSR $ �e „p PROTECTION FENCING \ \ \ u 0.305 ACRES NOTE: PROPOSED SLOPES STEEPER THAN = _ -C ��' ' �� v /� p� PROPOSED LIMITS I I I I \ \ \ \ w G POLO - - -- --- GROUND _ ROAD BUFFER _ _ _ � e i I — o ��OF CLEARING I I C a m BUFFER_ -- �- O -- - � � � Ile. TREE A JOB N �® � O SLOPE MIX WITH ANNUAL SHALL BE PLANTED I RYEGRASSTH NATIVE SBY STEEP' _ I � \T� me � �� O O. ' - - -- _ ERNST CONSERVATION SEEDS AT A RATE -I `I - - - 6ACRE5 - - -- � � - -= \i1JV e�° \ — -- _ 6P e 3 _ - - - __ _ �� Oo � __OF 6o LBS PER ACRE OR 1 LB PER 100o SF. � ,, \� MV �w a �i ma I\ I I 182150 0 0 0 0 0 0 �' f s\ - yap \ - -- — -- _ -- - _ - -_ ✓�-'v�im\�-- V_ ' ° o- �� \OO VQ Oo a8O IJJT T�N.�UgS S��NAps poB8a + / �J\ GRAPHA IC SCALE 0 SCALE o 0 6ASLO1„30, �NO(Q� URq�ISURPigNDSHEET NO./CqNOBfD SR I FEET )SCgF BUFO �R/#, //_OR nbh=30 It. 22 / F POLO GROUNDS ROAD RE -VEGETATION PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY ASL ACER SACCHARUM TEGACY' LEGACY SUGAR MAPLE 2-1/2" cal. 9 iv JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 17 MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA 6'ht. 5 LSR LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' ROTUNDILOBA AMERICAN SWEETGUM 2-1/2"ca1. 2 PT IPINUSTAEDA ILOBLOLLYPINE 4-5'ht. 16 I z z w w I f f Ln Ln Ln UU z z z UU w w w f f f Z 0 0 0 0 0 WCA CAIn W a a a Q I � w w w Q � m d d d m Q w w w Q CC U) U) U) CC d w w w d 0 cc cc cc Q :4 L: I� Lu I PLANT SCHEDULE: SYMBOL I 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 JUNIPERUS VIRGINIANA'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 PEROVSKIAATRIPUCIFOLIA RUSSIAN SAGE 24" min. 28 PVDB PANICUM VIRGATUM'DALLAS BLUES' DALLAS' BLUES SWITCH GRASS 24" min. 158 PVR PANICUM VIRGATUM'ROTSTRAHLBUSCH' ROTSTRAHLBUSCH' SWITCH GRASS 24" min. 29 TREE CANOPY CALCULATIONS LATIN NAME QUANITITY CANOPY TOTAL ACER SACCHARUM LEGACY' 10 195 1950 CERCIS CANADENSIS 2 124 248 CORNUS FLORIDA'APPALACHIAN SPRING' 8 124 992 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 w \ y \w � • \ \ a �s DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES a"xz" HARDWOOD STAKE CUT& REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER a121141NPZe•: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. AMENDEDSOILMIX I- , 6 UAP''/w COMPACTED SUBGRADE Tree Planting and Staking Detail 3 LSR / �w Not To Scale Y / w / d � Landscape Notes / CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE \ / 34 ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. o / /�� / / / / \\ = y NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE A \ X / \ OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL a V / TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ` I ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. 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 <28\ 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN TOTAL: 33206 — — — / / F" % / // 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 \ / / / ��, / SJV TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. BLOCK 86 14.432 AC / j ¢26 / /I ' `` l ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE GREENWAY - 4.04 AC -� / r., � 4 .� \ 3 OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A / / I / \� 3 UAP , EXISTING ARCHER AVENUE & \ / °• iUA / ��` / / / MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE POLO GROUNDS ROAD R NOT INCLUDED 4z / /, I / I / �_ �� EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS /W \ / R 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 / 7 \ / / 3gJIGp / OOJF 3:1SHALL BE PLANTED WITH NATIVE STEEP. GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR g 5� SLOPE MIX WITH ANNUAL RYEGRASS BY TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND BUFFERS WEST OF ARCHER AVENUE 1.4 AC 1 Op ERNST CONSERVATION SEEDS ATA RATE TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN TOTAL: 7.402AC \ w� / /\ / ' �O�YC OF 6o LBS PER ACRE, OR 2 LB PER i,000 SF. T DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE �6 / EXISTING LIMITS OF MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 02 AC . / DEVELOPMENT AREA &DENSITY = 110 UNITS/7.402 ACRES = 14.9 DUA4 y � </ � � � < .� I/ /. � I I (I \ / Q 1 WOODEDTREELINE � \ CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL REQUIRED LANDSCAPING: i5D/o OF 7.402 AC = i.iiAC / / �' 5L"5R / / 0 Q \ DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT EXISTING STREET TREE CANOPY: 27 TREES * 475 SF = 12,825 SF = 0.29 AC SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR EXISTING TREE CANOPY TO REMAIN: 6,972 SF = o.16 AC g2O / C / /7 - t' �mJ TO PLACEMENT OF ORDERS. PROPOSED LANDSCAPING: 33,2o6 SF = 0.76 AC LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL TOTAL: i.0 AC / / �� (P AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO '`.� PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. NOTE: A 2o' BROOKHILL HISTORIC HOUSE 6 / /' PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, BUFFER SHALL BE PROVIDED ALONG THE AFTER FINISHED GRADING. BROOKHILL HISTORIC HOUSE LOT. THE 20' �G ! l'`�. i / �i / V �� ' ��2 BUFFER SHALL BE EXISTING UNDISTURBED �r v �` ///�� / �� �� A MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM // O %L / I PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. BUFFER. / °' �rY . % / / \ \ / MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE / � � / �� -• � 9 I// (`/ ��, ,� � / / 1� / I I / DOUBLE-SHREDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PROPOSED LIMITS / IMMEDIATELY PRIOR TO ORDERING. i \ V A ! OF TREE CLEARING r zUAP ; /� / ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. /EXISTING BROOKHILLHOUSE / kV • • V I /I I �% �,.� / / / / /� PROPOS'DTREE PROTECTION FENCING v / 1992 338 -, is, \ 6 \ 1 UAP I v� 396- . QcL I 20�qa - -.394 �\ j - ° 390. '• I EN 'y8 ��1, P \ J bI;J aaal/ 75JN NOTES: MATCHLINE - SEE SHEET 22 AALLLANDSCAPINGSHALLBEINSTALLED UAP BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST / CERTIFICATE OF OCCUPANCY WITHIN THE / / DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL I\ 5 uAP, HISTORIC BROOKHILL BE MAINTAINED IN A HEALTHY CONDITION I \ HOUSE PARCEL BY THE CURRENT OWNER ORAPROPERTY z8 PAT OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT 3 PT MATERIAL SHALL COMPLY WITH THE / / r y APPROVED LANDSCAPE PLAN. 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. z ASL \ (:• F If � zgPVR SJv � � � GRAPHIC,- LE �y / o o /a5 a 60 1� A Ioz JN PROJECT BOUNDARY(TYP.) / z I/ IN ET) Source: Va. DSWC Plate 3.38-2 a-.- 201 NOTE: PROPOSED SLOPES STEEPER THAN It WS�O 3:1 SHALL BE PLANTED WITH NATIVE STEEP -SLOPE MIX WITH ANNUAL RYEGRASS BY 1111-401 OF 6o LES PER ACRE, OR 2 LB PER 1,000 SF. Evergreen Tree Planting Detail Not To Scale Conservation Plan Notes: TREES UP TO 4" CAL. SHALL BE STAKED WITH a-z"xz" 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 Lic. No. 035791,E 3/12/21 ¢�'41 zz w GUYWIRES WITH RUBBER HOSE AND E TURNBUCKLES 2/3 UP TREE O 2"x1" HARDWOOD STAKES, ALIGN U F w w TOP OF STAKES O f f 0 co 2: O In In In O MULCH SAUCER co U z z z O J-s r i i i r AMENDEDSOILMIX iL Q U i f f Z k a O 0 0 0 0 0 (nm W��EnW Z o ¢ ¢ ¢ Q CUT AND REMOVE BURLAP FROM TOP 10 OZ < OU w w w w w 113 OF BALL AS SHOWNLn w z '" 000 C SCARIFY SUBSOIL T04"MIN. DEPTH (^ Q CC En En En COMPACTED SUBGRADE H W m w 0Lnuc Lnuc w� > a LU 22 O LU 4 IIn w LULUa w Ln LU 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. c ° 6 a 0 ON 0, 01 01 rl U W '-I CA D m O 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. M =_ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED CYi < °> BY THE COUNTY ENGINEERING DEPARTMENT. NJ ° V! 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, ^^ ° CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF M 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 o a TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE IUj a PRESERVED AND PROTECTED. C 4 �ssaaaaass > ° 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE (3) Faaaaaal PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE N ° a FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. Q i a 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON ° c BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND LU MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. t J 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION ° CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. > o LU go ' O Ur coz I County of Albemarle Conservation Plan Checklist be Landscape Plans � � 00 � 0 W �1 3 C —To placed on (Randbooh, pp 1D-284-111-297 for complete specifications) = Q w U1. Uu the foRowine items shall be shaven on the "lam I!1 V O � Trees to be savol; EI Limits of clearing (outside dnpGne of trees to be saved); ' 0 El Locationand type of protective fencng; ® Y U Z d Grade changes requiring tree wells or walls; < fitl Proposed trenching or mending beyond the limits of clearing. I ' J ' LU O 0 2. a: c > All LJ NI � trees to be saved shall be marked with print or ribbon at aheigfi[ clearly visible to egtipmevt operators. ° k] No grading shall begin untll the tree marking has been inspected and approved by a County Inspector. E J. Pre-CanstruRion Conference: Ul U Tree preservation and protection measures shall be reviewed with [he contractor on site. U, C Equipment Operation and Storage: LU j z El Heavy equipment, vehicularhoc and stumge of construction materials including soil shall not be permitted within the driplinev of trees W to be saved. W Z J Z aaa 0 S. Soil Erosion and Stornswater Detention Devices: ® devices besaved- I� Z W Such shall not adversely affect trees m '^ V J T U)k Z Fires: J ZI Firesare not pemntted within 100 feet ofthe dripline of treesto be saved. y JO 7. Toxic Matermis: ■■ U El materials shall not be scored within 100 feet of the dnphve eftrees in be saved LU LLIease O Y. Protective Fenema: 0 Trees to be retained within 40 feet of a proposedbuilding or grading activity shall be protected by fencing. n Fencing shall he in place and shall be inspected and approved by a County Inspectorprim nwk to grading or constion. Q� f. Tree Wells: ( > 133 When the ground level must be raised within the dripline of atree to be saved, a tree well shall be provided and a construction detail submitted for approval. O Qf N D Or: O 10. Tree wea El When the level most be lowered within the dripline a tree to be saved, a tree wall shall be and a construction detail N N N ground providad; submitted for approval. s.. 11. Trenching and Tunneling: w ° 0 When trenching is required within the hrnits of clearing, it shall bit done as far away from the }nudes ofhees as possible. Tunneling J under a large tree shall W considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. .~-i .N F c m z. Cleanup,w E ® Pmte ive fencing shall be the last items removed dining the final deaorsp. ^ W D U) O Id. Derma Tr d (A a ® D ged trees shall be heated immediately bypnumg, fertiEzatien or othermethods recommended by a tree specinlist. a m JOB NO. NOTE: IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WRH THE CON7RAC70RON TREE CONSERVATION 182150O ° REQUIREMENTS. O y y SCALE 3/12/21 ° 111=30' c ° WNEA SIGNATURE (DATE) m c ° ❑ SHEET NO. CONTRACT PCRCHASER SIGNATURE (DATE) 5(1/06 Pepe I of 1 23 N m N H //// / / / / / / / I r" / / / / I / 1 ,"/r"/"// // / %/ /////. -/ //�y// I -.', I .1 1 u\.- .�';' \ �_ DI ICCCD _., ,, ArDCC i� — (I / / 'NOTE: SEE SDP2019-00026BROOKHILL J 1 — \ LINE SUBDIVISION / / SENIOR LIVING FACILITY FOR ( I PARCEL LINE BETWEEN LANDSCAPING PLAN /VEGETATIVE / / v �, BLOCK 8A & BLOCK 8B BUFFER REPLANTING PLAN WITHIN /THIS AREA OF BLOCK8B.- /////�/ y / / �'�y•', s S�/ 4i�e Lic. No. 035791/1 3/12/21 ¢�'41 EXISTING ROUTE2g Z� \ \---------�.... \ -_- --------- - - - _ BUFFER ON BLOCK SA-�/ 3..64ACRE5 / I V -A V I // �-- 402 / i v v ° - - ---- i / z a 4,20 f Z /// BLOCK 8A w ~ A SWM FACILITY 'Sij ti� / // WP0201 -000 - / 7 37 W I .\ / / / /� \ -- — ° IY I; l- I Z Z w w I � � U) U) U) UU z z U z U w w w z m f m Z 0 0 0 0 0 W En En En W Q a a a -1 I m d d d m a w w w a CC W W W CC I o CC CC CC o. 4 L Lu Lu m w / / x W W W W Y W W W W W WqUA �� A v R / / / / / /// V A v \ V A / w — \ w w g�'` w / rn o o rn N // / // / / \ / / �' • A v\V �� �V� \VV v �J w o 0 PROPOSED BLOCK 8A GREENWAY=o.54 ACRES_yiUAP O � a+ M o �� vvEOI E 6��OPNSPACE G i.8oACRES _ 41 APPROVED FEMA / / / / /// / / / / ./ _ ♦ W y . W w \ / "� II l / l ... l \ 2 LSR I l /' 1 I 3 "� - ai ioo YR FLOODPLAIN / / /// / �/ / /// // / / //— /\ // // /n\// / / / / / / / / / / / / / / \ ♦ y / /y j m \y .y \Ww \ w \ \ \ PROPOSED PROPERTY LIMITS OFw�., wy' LINE SUBDIVISION NwAY( )—W7—GREE II 1— / / r �� /� wv,A v� \� �� PARCEL LINE BETWEEN /� / / ,'I' w� w OPEN 8�1 \ M u- �. y ♦ �� /v/ /,-////;/ ♦,��- w� �i �� Z W BLOCK 8A &BLOCK 8B /3 / ' 1 79 / � 0 Al /� w � � w � w/ w� w I / SPACE C= / 11�`�--}- / N � I I o o. ACRES �� I / / /// / / / / / / / / / / V / % / / ♦ ff8F Lu LIMITS DF SUNNY DAY BREAC H " -n, _�/ / / % /// / / co / / - / / // / / / / \ / �.po o O , \W\� I '♦ "w/ INUNDATION ZONE_ wI / \\ EXISTING ROUTE 29 /\ a \ N olk ,BUFFERCON BLOCK8B �d /0 .95RE5 LU N I �/ Lu 4A 1 \ LJI PROPOSED �- i w w - ♦ _ ,, f -/ w W/ � / W w w/ w / .. ' I L _ � � � - \\ OPEN SPACE B= / / /.�/r w y /W w/ w/ w W w w / W/w l/ 1. _5 1 �_ I ,'. \-'�" `?] i 0 /�//� A / / / / / / / \ V v ♦ w v A / w - I - Jl ✓ W w V w- W-� •v / w i; .. . , ww I 'm w l _ I - I J L � Z LSR -- AA G /✓ w -I �� / / 1'v UAP W W W W W I W y ° CL I I V- ! I '-\, 'D - -,� �' \�2R % w / p /y w ' U �� Lu PROPOSED GREENWAY`o TIVIP 04600-00-00-019A2 EASEMENT 4.04ACRES �v / // / r / r/ v 1: Vv\ _ v` \ ! �v v�/ �v� \ v • o�ow'w�\ yw IV: W r Ilvv — j A J U C) oV v CROCKETT CORPORATION 0 o D.B.55o, ' Qs\\ .4 c � AREA: io.614 ACRES °w 00 W oNHD \y+i �' \\\t 0 � � � v � A \ ♦ po w WJ W w / I 7�-„- I B L \ y o ROPOSED OPEN SPACE A �- i- o.64ACRES OCK 8B O Y o r'c' \!'' A : \� �' Vl u > ,y� Oo w I.v o w w % F— -'-k— -- -- Ir \� 8 �. M A A w % r ✓ 3 i { _ / ® ® / o WWW / , Ca O NG STREET O WOXSTI- ® SEE APPROVED BROOHILL \\ ® EXISTING OROAD PLAN W WETLANDS zWw J 3 w ' ® w I c Oo / / I 1-r-� _ I Aj I �m w w .i. W w W w m w m w: W Cry w O QS W O v LSR / LL A � l w o / s I O 7 O d...� IGSI O O a� W OD F - EXISTIPOLO GROUS ROAD 61V ® NG ND2 0 / / / / — — STATE ROUTE 6 _ -° ® //\_� ®—------------�— — __ - - - - Oo 43 JOB NO. � \ � EXISTING PUBLIC ROAD 0 VAR. WIDTH PUBLIC R/W _ i o vRAPHIC SCALE ° 182150 -- - - - - ----- GROUNDNOTE:STIN LO LSR �` o o - - - - ® NOTE: PROPOSED SLOPES STEEPER THAN SCALE �� - - - - - - - - - - - - - - - - - - EXISTING POLO _ 3:2 SHALL BE PLANTED WITH NATIVE STEEPC u r = \\ `-�aa� b - - J - - — — — GROUND ROAD BUFFER — — — — _ — — — — — _ _ ® - - __ 1 =40 ° - _ _ —�® __ SLOPE MIX WITH ANNUAL RYEGRASS BY - - - \ — - \ 0.536 ACRES - - - _ _ - - - - - - - - ®-��--ERNST CONSERVATION SEEDS AT A RATE o j - - / 1 inch FEE O ft. \ / / \ \ \ \ - - - / / r �§� \ \ \ ` \ - - - - - - - - - - - - ® o 0 ®OF 6o LBS PER ACRE, OR i LB PER i,000 SF. SHEET NO.