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SUB202100167 Review Comments Final Plat 2021-11-30
County of Albemarle Community Development Department - Planning Division MEMORANDUM To: Kris Winters, Roudabush, Gale & Assoc., Inc. (kwinters(@roudabush.coml From: Mariah Gleason Division: Community Development - Planning Date: November 30, 2021 Subject: SUB202100167 Glenbrook Phase III - Final plat Marlah Gleason mgleason@albemarle.org tel: 434-296-5832 ext. 3097 fax:434-972-4126 The County of Albemarle Planning Division will recommend approval of the plat referenced above once the following comments, and those provided by other Site Review Committee, SRC, members, have been satisfactorily addressed. The following comments are those that have been identified at this time. Additional comments or conditions may be added or eliminated based on further review. [Each comment is preceded by the applicable reference to the Albemarle County Code.] 1. [14-301(B), 14-302(B)(1)] Scale. A scale bar is needed on Sheets V10, V16, and V21. 2. [14-301(D), 14-302(B)(1)] North Arrow. North arrows are needed on all sheets. 3. [14-302(A)(3)] Street Information. Road Plans for this development -being reviewed under SUB202100155 -note the width of Park Ridge Dr R/W as 61ft while this plat notes the R/W width as 62ft. Please review and revise for consistency between plans. 4. [14-302(A)(4-5), 14-302(A)(14), 14-302(A)(15)] Public and private easements. a. Note the recording instrument (deed book and page) that created the Park Ridge R/W reservation. b. Locate and note the Emergency Access Road and Bicycle & Pedestrian Path Easement recorded in DB 5420 and 586 on all sheets where the easement area is present. Staff will want to confirm that no conflicting improvements are shown in the easement area. c. Label whether easements are dedicated to public or private use. d. Is the intention of the applicant to dedicate Open Space G (Greenway) to the County, similar to what was done in previous phases? If so, please include a note that "hereby dedicates' this area to the County. (Note: Note 17 on the Cover Sheet may also need to be revised if this is the case). 5. [14-302(A)(8)] Proposed lots. a. The Dwelling Unit Table provided on the Cover Sheet notes a total dwelling unit count of 93. However, the subsequent unit breakdown and larger plat demonstrates a total of 144 dwelling units being proposed. Is the total supposed to be 144 units? b. Provide a boundary dimension for the southern terminus of Arboleda Dr, abutting TMP 56-57132. c. Please clarify what the 10.78ft measurement along the front boundary line on Lot 5, Sheet V9 represents. d. It appears stormwater-related labels were accidentally left on Sheet V9, please remove them and ensure there are no overlap between remaining labels, particularly tie-in measurements. e. Provide the distance and bearing, if needed, for the new southernmost boundary line for TMP 56A2-1-62. Please include this information on Sheets V3 and V7. WWW.ALBEMARLE.ORG 401 McIntire Roadl Charlottesville, VA 22902-4596 6. [14-302(A)(13)] Proposed facilities. Is the intention to include the retaining wall easements proposed by the preliminary plat and site plan in this plat? If so, please indicate whether the easements are public or private and refer to 14-302(A)(4-5) for what is needed on the plat. (Note: Maintenance agreements will be needed for these improvements.) 7. [14-302(B)(5)] Zoning. a. Include in the Zoning Notes that the properties are subject to a variation to the private street sidewalks and planting strips that was approved by the Planning Commission on September 28, 2021 with SUB202100060 (the preliminary plat) with the following conditions. See the variation approval, conditions, and associated reference document attached. i. The design of the sidewalk and planting strips must be in accord with the provisions of Section 14- 422, with the exception of the location of these elements which may be located in general accord with the layout shown for Lots 56-65 and Lots 86-97, as shown in the preliminary plat titled "Glenbrook at Foothills - Phase III, Initial Site Plan & Preliminary Plat," prepared by Collins Engineering, last revised May 20, 2021. ii. A maintenance agreement for the sidewalks and planting strips associated with the private street must be recorded with the final plat. b. Please clarify which parcels are subject to specific overlay districts and rezonings as not all of the subject properties are subject to all of the above. i. Revise Note 5 to state that only TMP 56A2-1-62 is subject to the rezoning and proffers of ZMA2016-00005. ii. Revise Note 12 to specify the parcels to which the Entrance Corridor and Managed Steep Slopes Overlay Districts apply. c. Locate the rezoning are on the plat maps, particularly the sheets with the Lot Overview and Subdivisions. d. Locate managed steep slopes areas on the plat maps. 8. [18-16.4.31 Affordable housing. In Note 14 on the Cover Sheet, include a statement that all affordable dwellings are subject to § 18-16.4.3 of the Albemarle County zoning ordinance. 9. [14-302(B)(8), 4.19] Yards. a. Revise setback notes on the Cover Sheet to state that the side building setback is a "5ft minimum, unless the building shares a common wall'. b. Include a note that the minimum building separation is 10ft. 10. [14-302(B)(10)] Stream buffers. Show the location of the stream buffer on the plat such that staff can sufficiently confirm that certain improvements are located outside the stream buffer area. 11. [14-303(C)] Boundary lines. a. Provide all required curvilinear data for existing boundary lines shown on Sheet V2: Existing Boundary Conditions. The ordinance requires that curvilinear data shall include radius, central angle, arc length, and tangent distance. b. There are areas of the subject property that are not covered in the Subdivision Sheet sets, such as the northeast corner of TMP 56A2-01-62 or the open space/greenway area adjacent to TMP 56-57133. Bearing and distance information for new/existing boundary lines or tie in data is needed for these areas of the subject property as well. Please revise the sheets to include this information. Feel free to reach out to the Planning reviewer if desired. 12. [14-303(D)] Acreage of lots. Please provide the acreage for the "Future Development' block shown on Sheet V11. WWW.ALBEMARLE.ORG 401 McIntire Roadl Charlottesville, VA 22902-4596 13. [14-303(N)] Private street. Since the subdivision will contain a private street the following statement is needed on the plat: "The streets in this subdivision may not meet the standards for acceptance into the secondary system of state highways and will not be maintained by the Virginia Department of Transportation or the County of Albemarle." 14. [14-303(S)] Control points. Please provide at least four (4) control points, evenly distributed across the property and located at survey property corners, and shown on each sheet depicting the property. At the option of the subdivider, the control points may be shown on a copy of the final plat, rather than on the original final plat. 15. [14-317] Maintenance instruments. Maintenance instruments will be needed for all improvements shown on the plat, such as alleyways, the private street, etc. Additional maintenance instruments may be necessary if the development makes use of the approved variation to the private street sidewalks and planting strips (see Zoning comment above) and retaining walls that were proposed in the initial site plan and preliminary plat. The final list of required maintenance instruments will depend on revisions to the plat. 16. [14-401] Double frontage. Please include a measurement from the rear of Lots 56-65 to the public street (Meyers Way) and similarly, Lots 86-97 to the public street (Park Ridge Dr) to confirm that these lots are not double frontage lots. 17. [14-409] Coordination and extension of streets. Will offsite easements be needed for the construction of the proposed rights -of -way to the abutting property lines? 18. [14-422] Sidewalks and planting strips. Should the development choose to make use of the aforementioned approved variation, provide easements for the relocated planting strips and sidewalk easements if those amenities are to be placed on private lots, as depicted on the approved preliminary plat. The plat will need to assign ownership to the HOA (per 14-422(C)), provide for their maintenance in deeds (per 14-317) and access to the easement areas (to be public, under 14-428). 19. [Comment] Reminder that revised plats must include the original date of drawing and the revision dates) of each subsequent version of the plat. Due to the number and nature of comments provided as well as anticipated changes to the plat, these comments may not be exhaustive. OTHER SRC REVIEWERS Albemarle County Engineering Services (Engineer) Matthew Wentland, mwentland@albemarle.org - Requests changes 1. A VSMP plan will be required and will need to be approved and bonded prior to Final Plat approval. Review of the VSMP plan may generate additional comments on the Final Plat. 2. A Deed of Dedication will need to be signed and recorded for the public drainage easements. This will be filled out by the County and forwarded to the applicant when the plat is nearing approval. 3. The road plan will need to be approved and bonded prior to Final Plat approval. Review of the road plan may generate additional comments on the Final Plat 4. Show all existing easements on the plat, including for the existing SWM basin (a plat was found at DB 4787 p 549, but it may have been revised since then). A new Deed of Dedication may be required for any changes to the existing SWM Facility easement. 5. Remove the phantom easement labels on sheet V9. 6. Label whether easements are dedicated to public or private use. WWW.ALBEMARLE.ORG 401 McIntire Roadl Charlottesville, VA 22902-4596 7. Several easements do not match the currently submitted road plans, including behind lots 116-120, in Open Space B/behind lots 86-97, at the intersection of Leeham and Park Ridge, in the open space next to lot 42, and farther down Park Ridge (structure 54D). This list may not be exhaustive. Albemarle County Information Services (E911) Elise Kiewra, ekiewra@albemarle.ore - Requested Changes, see comment letter attached Albemarle County Building Inspections Betty Slough, bslough@albemarle.org - Requested Changes 1. Note to developer: a. Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks may be prohibited. Plan accordingly. 2. Add the following note to the general notes page: a. All water, sewer and fire lines require NEW inspection and testing procedures. The ACSA performs any testing and inspections of the public sewer and water main(s). b. The Albemarle County Building Inspections Department (ACBID) does a visual inspection and witnesses the testing of the building drain, water service pipe and the sprinkler lead-in connection. c. The developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site Utilities to perform the visual inspection and testing of all utilities not covered by the ACSA or ACBID. This includes building sewers, water and fire line branches between the main and the meters)/build ing(s). d. The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued. Albemarle County Department of Fire Rescue Howard Lagomarsino, hlagomarsino@albemarle.org - No Objection Albemarle County Service Authority Richard Nelson, rnelson@serviceauthority.org - PENDING; comments will be forwarded upon receipt. Virginia Department of Transportation Adam Moore, adam.moore@vdot.virginia.gov - Requests Changes; see comment letter attached Albemarle County Parks & Recreation Tim Padalino, tpadalino@albemarle.ore - Requested Changes 1. ACPR acknowledges revisions to Glenbrook Phase III Final Plat (SUB202100167) to address/resolve previous ACPR review comments. Thank you. 2. ACPR cannot recommend approval of Glenbrook Phase III Final Plat (SUB202100167) until after the Crozet Connector Trail greenway has been constructed by the owner/applicant, and inspected and accepted by ACPR staff (in accordance with Plat Note #5 and with ZMA-2006-00005 Application Plan and Proffer #3-A). Based on email correspondence with applicant (11/12/2021), ACPR understands the greenway trail has been staked and construction will begin this month. ACPR staff remains on standby for construction updates, and to walk the trail to inspect / accept following completion. In accordance with the provisions of Z.O. 14-229 of the County Code, if the applicant fails to submit a revised plat to address all of the requirements within six (6) months after the date of this letter, the application shall be deemed to have been voluntarily withdrawn by the applicant. WWW.ALBEMARLE.ORG 401 McIntire Roadl Charlottesville, VA 22902-4596 Please contact Mariah Gleason in the Planning Division by using mgleason@albemarle.org or 434-296-5832 ext. 3097 for further information. CC: GLENBROOK LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 (Joe Simpson, simoson@riverbenddev.com; Kent Henry, kent(@riverbend.devl WWW.ALBEMARLE.ORG 401 McIntire Roadl Charlottesville, VA 22902-4596 County of Albemarle Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 PLAN REVIEW COMMENTS - E911 APPLICATION#: SUB202100167 TMP: 05600-00-00-057D0,056A2-01-00-06200,056000000057131 DATE: 10/27/21 FROM: Elise Kiewra ekiewra(oalbemarle.org Geographic Data Services (GDS) www.albemarle.ora/ads (434) 296-5832 ext. 3030 The following road names are acceptable: ANLEE RD MEYERS WAY ARBOLEDA DR LEEHAM ST The following road names will need to be changed: BARKLEY CT There is already BARCLAY HL in the county which sounds to similar to BARKLEY. You could add a word before or after to mitigate this such as Barkley View Ct or something of that sort. Per Part I, Section 4-j of the County's Road Naming and Property Numbering Manual (page 10 of PDF). "No proposed name shall be a homophone or homograph of an official road name or may be easily confused with an official road name (e.g., "Forrestview" and "Forestvue" are homophones and "bow" in "Bow and Curtsie Ln" and "Bow Tie" Dr" is a homograph). See screenshot below for other areas that need road names : A- This is Leeham Ct on other site plans B- This is Humboldt St on other site plans C- This is Hastings Ct on other site plans o Yoma.wM ti ro smsa-ee a. gut_, -ea .t O iV5/I-0 I AIIBIJCtNf \ wPl�s i > i, SOB SS•95 h'. � : � t + \•� >' mnn Y:Y WI \ gym...„ __ ----- A PDF version of the Ordinance and Manual can be found here: https:H2isweb.albemarle.orp-/P-isdata/Road Naming and Property Numbering Ordinance and Manu al.ndf Please consult the County's Road Name Index to check your road names prior to submittal. The Index can be found here: https:Hlfweb.albemarle.org/Fortns/RoadNamelndex Parcel and mapping information can be found here: https:Hgisweb.albemarle.org_/gpv 5INiewer.gWxx COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION Stephen C. Brich, P.E. 1401 East Broad Street Commissioner Richmond, Virginia 23219 October 28, 2021 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Mariah Gleason Re: SUB-2021-00167 - Glenbrook at Foothills Phase III — Final Plat Review# 1 Dear Ms. Gleason: (804) 786-2701 Fax: (804) 786,2940 The Department of Transportation, Charlottesville Residency Transportation and Land Use Section has reviewed the Glenbrook at Foothills Phase III — Final Plat, dated September 8, 2021 as submitted by Roudabush, Gale & Assoc., Inc. and find the following: 1. Please include a note stating "VDOT will only maintain within drainage easements to the extent necessary to protect the roadway from flooding or damage." 2. Please include a note stating "Landscaping plants and trees adjacent to the sight distance triangle will need to be maintained in area between 2 and 7 feet above ground as a clear zone to preserve sight lines and accommodate pedestrians. The HOA will be responsible for the maintenance of sight lines." 3. Approved road plans meeting SSAR, and in compliance with the VDOT Road Design Manual are required prior to plat approval. A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the VDOT Charlottesville Residency Land Use Section at (434) 422-9399 for information pertaining to this process. If you have further questions, please contact Max Greene at 434-422-9894. Sincerely, Adam J. Moore, P.E. Area Land Use Engineer VDOT - Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING �� pF AL8 County of Albemarle Community Development Department - Planning ��RGINle' October 7, 2021 Scott Collins Collins Engineering 200 Garrett Street, Suite K Charlottesville VA 22902 scoft@collins-engineering.com Mariah Gleason mg[eason@albemarle.org Telephone: (434) 296-5832 ext. 3097 Re: SUB202100060 Glenbrook at Foothills Phase III - Preliminary Plat - Special Exceptions to Planting Strips and Sidewalks Action Letter Dear Mr. Collins, The Albemarle County Planning Commission, at its meeting on September 28, 2021, approved the above -noted requests on the Consent Agenda by a vote of 7:0 with conditions stated below. Please note that this approval is subject to the following conditions: 1. The design of the sidewalk and planting strips must be in accord with the provisions of Section 14-422, with the exception of the location of these elements which may be located in general accord with the layout shown for Lots 56-65 and Lots 86-97, as shown in the preliminary plat titled "Glenbrook at Foothills - Phase III, Initial Site Plan & Preliminary Plat," prepared by Collins Engineering, last revised May 20, 2021. 2. A maintenance agreement for the sidewalks and planting strips associated with the private street must be recorded with the final plat. Should you have any questions regarding the above -noted action, please contact me. Sincerely, Mariah Gleason Senior Planner II CC. Glenbrook LLC PO Box 1467 Charlottesville VA 22902 WWW.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579 GENERAL NOTES OWNER.• GLENBROOK LLC GLENBROOK AT FOOTHILLS PHASE III G PO BOX 1467 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT INC. 455 SECOND STREET, SE SUITE 400 CHARLOTTESVILLE, VA 22902 ATTN.- ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 1. PORTION OF 05600-00-00-057DO (DB.5039, PG.66) - 9.50 ACRES 2. PORTION OF 056A2-01-00-06200 (DB.5039, PG.66) - 0.08 ACRES J. 05600-00-00-057B1 (OB.5039, PG.75) - 9.32 ACRES 4. EXISTING RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES (SEE SHEET 2 FOR AREAS & PORT70NS OF PARCELS) TOTAL AREA: 19.94 AC. ZONING: R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT WITH MANAGED SLOPES OVERLAY DISTRICT NOTE: IMP 56A2-1-62 /S SUBJECT TO THE APPLICATION PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005, AND TMP56-57D IS LOCATED WITHIN THE ENTRANCE CORRIDOR. DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC + 30 9, BONUS DENSITY FOR PORTION OF PHASE III DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE PORTION OF PHASE III DEVELOPMENT WITHIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3). TOTAL PROPOSED DENSITY FOR BY -RIGHT PORTION OF GLENBROOK AT FOOTHILL: PHASE 1: 10 SFD UNITS WITHIN 3.61 ACRES (BY -RIGHT R-6) PHASE Ill: 144 SFD/SFA UNITS WITHIN 19.94 ACRES (BY -RIGHT R-6) PHASE V.• 35 SFA UNITS WITHIN 5.84 ACRES (BY -RIGHT R-6) TOTAL PROPOSED DENSITY = 189 DWELLING UNITS WITHIN 29.39 ACRES TOTAL ALLOWABLE DENSITY: 6.435 DUA (22.29 AC x 6 DUA) + (71 AC x 6 DUA x 307 BONUS INCREASE) 189 UNITS: (177 UNITS + 6 AFFORDABLE UNITS & 6 MARKET RATE UNITS) TOTAL DENSITY PROVIDED: 6.431 DUA 189 DWELLING UNITS(INCLUDING 6 AFFORDABLE UNITS + 6 MARKET RATE UNITS) PROPOSED USE: PHASE /Ill (THIS PHASE) SINGLE FAMILY DETACHED UNITS = 20 UNITS SINGLE FAMILY ATTACHED UNITS = 100 UNITS MULTI -FAMILY APARTMENT UNITS = 24 UNITS, INCLUDING (6) AFFORDABLE UNITS NOTE: TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS, EXCEPT FOR THE (12) 1-BEDROOM RENTAL UNITS) OPEN SPACE.• TOTAL OPEN SPACE PROPOSED (PHASE III) = 6.05 AC (30.39) TOTAL OPEN SPACE REQUIRED (257) = 19.94 AC x 25Z = 4.99 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.41 ACRES OPEN SPACE B = 0.43 ACRES OPEN SPACE C = 0.22 ACRES OPEN SPACE D = 0.04 ACRES OPEN SPACE E = 0.08 ACRES OPEN SPACE F = 2.58 ACRES OPEN SPACE G (GREEN WAY) = 2.29 ACRES RECREATION AREA: TOTAL AREA PROVIDED: (OPEN SPACES A,B&C)=46,173 SF TOTAL AREA REQUIRED: 200 SF x 144 UNITS = 28,800 SF A TOT LOT AND OTHER RECREATIONAL AMENITIES ARE PROPOSED WITH THE DEVELOPMENT. THE FINAL SITE PLAN WILL PROVIDE DETAILS ON THE DESIGN OF THE ACTIVE AND PASSIVE RECREATIONAL AREAS FOR THE DEVELOPMENT. SEE SHEET 3 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREATIONAL AREAS. PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET (SHEET 2) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET NOTE: VILLA UNITS: 1-112 STORIES MAX. HT.=25' & MAX. FOOTPRINT= 1665 SF SFD UNITS: 2 STORIES MAX. HT =30' & MAX. FOOTPRINT= 2 520 SF TOWNHOUSE UNITS 3 STORIES (MAX. HT. = 35' & MAX. FOOTPRINT-) 800 SF) MULTI -FAMILY: 3 STORIES (MAX. HT. = 35' & MAX. FOOTPRINT= 5,544 SF) SETBACKS: FRONT.- MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM - 25' MAXIMUM SETBACK SIDE: MINIMUM - 5 FEET UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM - NONE BUILDING SEPARATION: 10 FEET UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 GRADED AREAS WERE FIELD SURVEYED IN 2017 THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2020. DA TUM: NAD 83 EXISTING VEGETATION: PARTIALLY CLEARED AND GRADED UNDER PREVIOUS LAND DISTURBANCE PERMIT LIGHTING: NO LIGHTING IS PROPOSED PARKING: REQUIRED PARKING: 1. (2) OFF-STREET PARKING REQUIRED FOR EACH UNIT SFD/SFA UNIT 120 UNITS x 2 SPACES = 240 SPACES 2. (2) PARKING SPACES REQUIRED FOR EACH 2-BEDROOM APT UNIT• 12 UNITS x 2 SPACES = 24 SPACES J. (1.5) PARKING SPACES REQUIRED FOR EACH 1-BEDROOM APT. UNIT: 12 UNITS x 1.5 SPACES = 18 SPACES 3. GUEST PARKING (1 SPACE / 4 SFA/MULTI-FAMILY UNITS): 134 UNITS x 1 SPACE/4 UNITS = 34 SPACES TOTAL REQUIRED PARKING: 316 SPACES TOTAL PARKING PROVIDED: 264 GARAGE/DRIVEWAY PARKING SPACES 27 OFF-STREET PARKING SPACES 31 ON -STREET PARKING SPACES TOTAL PROVIDED: 322 SPACES NOTE: ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON SITE PLAN. NO PARKING SIGNS WILL BE SHOWN ON THE FINAL SITE PLAN DESIGNATING AREAS FOR ON -STREET PARKING AND WHERE THE ON -STREET PARKING IS PROHIBI TED. PHASING: THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, INCLUDING PHASE 1, I1A, IIB, III, IV & V. INITIAL SITE PLAN &PRELIMINARY PLAT WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA WINE W M/0 i I SHEET -LAYOUT SCALE: 1" = 100' I�I Lmss wTSL _ \_ >• ar.9 Lon. vD -y 40,9 LOL r' \ ••� Lm /l LOr,9 LOT ]I SFD / L A _� LOT LOTS �� r 6F0 wry n`\ LOT 75 L LOT i1 T , .r LOr / - a Lor. SFD r r sro -... r _ J , LOT I L / \ �5�6 _1-/ LOT., \ \ LOTy u ( LOT ]] 0, 11 Sm LOT SFD LOT 79 Lm i, - - - --- - �Np�p - ory L - \ ♦ Lm9 Lon LID _ 1 C ,..•. � _-�_ -� �) � L1 1 �` Lmn� 1\ Lor, f � - /, ✓ i LOT 1 I BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SI TE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS: A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE SHEET 5. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.79 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14. BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. OVERALL ACREAGES TOTAL ACRES OF LOTS: 10.36 AC (51.97.) TOTAL ACRES OF OPEN SPACE: 6.05 AC (30.39) TOTAL ACRES OF ROW 3.55 AC (17.87.) STREAM BUFFERS/FLOODPLAIN: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON THE SUBJECT PARCELS, PER FEMA MAPS 5100JCO228D & 51003CO229D; FEBRUARY 4, 2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET 2. OFFSITE DISTURBANCE: NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE TIE-IN CONNECTION TO THE SANITARY SEWER WITHIN EXISTING UTILITY EASEMENT. IMPERVIOUS AREAS: LOT 91 1' LOT U �." SFD Los ; \ LOT dI LOT 95 VA LOT SFA T SFA - I / OPEN SPODE LOT t111LOT 111 O' S A SFA 0.09 ACRES I Proposed Roadway 148,990 sf Proposed Sidewalk 39,200 sf Proposed Driveways 42,880 sf Proposed Residences 167,500 sf Proposed Emergency Access 4300 402,870 sf TRIP GENERATION CALCULATIONS SCALE: 1 "=100' TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) 20 SINGLE FAMILY DETACHED UNITS (CODE 210) TOTAL ADT: 190 VPD (95 ENTER/ 95 EXIT) TOTAL AM PEAK: 15 VPH (4 ENTER/ 11 EXIT) TOTAL PM PEAK: 36 VPH (10 ENTER/ 5 EXIT) 124 MULTIFAMILY HOUSING (LOW-RISE) - CODE 220 TOTAL ADT: 908 VPD (454 ENTER/454 EXIT) AM PEAK: 57 VPH (14 ENTER 143 EXIT) PM PEAK: 70 VPH (45 ENTER/ 25 EXIT) EXISTING CULVERT 0 CULVERT � Q DROP INLET &STRUCTURE N0. CURB CURB & GUTTER O 0 PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH SITE i -F'NGHOLE BASIN , SCOTT/R. C_OLLINSZ Lic. No. 035791 ,1� pow 05/20/21 ���' �S�ONAI. END` T LEI FIN R OR i��,ii ,4 � 111 • EARTH DITCH DRIVEWAY CULVERT p c BENCH MARK CLEARING LIMITS TEXISTING CONTOUR PROPOSED CONTOUR zoo 24055 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION FINAL SITE PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 OVERALL SITE PLAN 4 LAYOUT PLAN 5 LAYOUT PLAN 6 GRADING & UTILITIES PLAN 7 GRADING & UTILITIES PLAN 8 NOTES & DETAILS 9 STORMWATER MANAGEMENT PLAN TOTAL SHEETS 7 NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 5100JCO229D ADOPTED FEBRUARY 4, 2005. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERA7ON MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 31 DWELLING UNITS ADT RATE - 732 VPD PER DU = 227 ADT (113.5 ENTER/113.5 EXIT) AM PEAK RATE - 0.46 VPH PER DU = 14 VPH (3 ENTER/11 EXIT) PM PEAK RATE - 0.56 VPH PER DU = 17 VPH (11 ENTER/6 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4" IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT 9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 10) SEE SHEET 5 FOR THE LOCATION OF THE RETAINING WALLS WITHIN THE PHASE III DEVELOPMENT 11) ROADWAYS AND PAVED CIRCULAT70N AREA = 148,990 SF. GENERAL BUILDING DEPARTMENT NOTES: 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGL Y. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PL ANNERIZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. L9Q _CY) >- ti QM M z N cy") J LU N d W� N O;6 W < z > Q z LLI OL J L JLU W J LU 0 1-- 1.� Q U) J H z Q W W Y o W LU U 1-- M Ul z W In W J J cf) _ W p Q Q OO N O U C0 m LLJ w -1 w O u a Lr) JOB NO. 112066 SCALE S SHOWN SHEET NO. 1 THIS SHEET \ 20' SANITARY SEWER S �H O� MATCHLII'tE <\SE (EASEMENT GC�AY D.B. 1997, PG. 235 EX. 26' ACSA SANITARY SEWER EASEMENT _ 1 \ . " \ \ \ ' DB 5389 PG 86 \ \ \ EXISTING LOT LINE I:. I \ y .D85 .'.'.'.'. . . .:.'.j\ \ 1 �SCOTT R. INS<' U Lic. No. 035791 \= FUTURE \1 \ \ XISTINGI \ \ ' '\_' \ TREELINE 1 PHASE 'A� 05/20/21 c?" \ {{ \ V 1 IIB LOT OX, _t• \ i 6041 1[1RE - / \ 1 \9 ':'HASE IIB LOT i)Sq 1 m \\ TMP: 05600-00-00-057B2 \ \ \ OWNER: GLENBROOK. LLC m \ \ p \ \ ♦ ACREAGE: 8.50 AC I, XISTING CREEK ��♦ Q ZONING: R-6 RESIDENTIAL D.B./PG.: 5039/75 z USE: SINGLE FAMILY RESIDENTIAL^I \ 1 \ V A A I z .� .�.. 1 o to 0 \ 1 \ \ 4 u Ln Z I31491919 SM922.09' w 1 \ V A 5l m W 1 \\ V ♦\ 0 Ln \ j -05�6D0-UD_00.055D0 \\ \ `\ \� II WI.- H OWNER: COUNTY OF ALBEMAF3 EC/O \\ I� In Lu K FINANCEtADMINISTRATION RM 14 v v ACREAGE: 2.19 AC ZONING: R-4 RESIDENTIAL D.B.IPG.: 2397/431 z 0 / l fe 1 / 1 / I 1 C9) \ 20' ROW TO BE VACATED \ \ D.B. 227, PG. 380 \ D.B. 322, PG. 544 (PLAT) S89°44'59"E 193.12' N N w r4 Q N N "- - - - - - -- SFA 5F , ___ \ / / >� 74. - I OPEN SPACE , S89° 52 13'W / - - - - ..A.. / ` L"\• `_ I I `\ ' l >6 70 Q 9678 i 0.-G7 ACRES / _ i EX. SAN. 1 ( p ® 1 ® - �•• ; \`'\ (y) i �I SWR TO R=13.50' i, I , L=16.54' , , LOT 73 ® - REMAIN , C9 /\ry SFD % �•• 1 \, 1'.'.'.' (�I I I EX. ACSA SANITARY SEWER / �'�.� /l J �, �� mod' / ^p LOT74 L0T72 / ,L0T66!'. 100'STREAM , I I IN 20'ACSA SANITARY ESMT / 0 4t(<1 / ,6 SFD / SFD; OPEN.SPACE.'.'.' BUFFER \•� , W a _, , SFD ! 7� -a" I D.B. 1997, PG.2356 / i ti 4L Q� /g ;• \ ® REZONING LINE ) s 'B". I ''� C'7 . I I / �\ • �'0.09 AGkES� �. / EXISTING LOT LINE 1 - o v 6` ® / LOT A / I / 056A2-04-00-0 OAO I / �t� ' \ SFA N I ^ `` - sr., 20' ACSA SANITARY S♦e O5' 1. % L®5 / Y D I fie; \ \ ' / OWNER: IDE V LAGE - i I EX MH PSV OS-17 - . - / _. __ DB.5075, PG.664 �' W H ^^� LOT r LOT 70 / \sir CEO \ / CN _ - --_ SEWER EASEMENT ^' ' e' /• 0T 71 ! m \ LOT 133 -I L� `1' ' , SFD / / , HOMED RS ^^ n 'Oj / '� ® sss X Y SFA N (\ ASSOCIATION, INC I I _ - \ \ - a N ' 2 �'_ _ _ SFD LOT 68/ L \ ACREAGE: 5.69 AC \ ' - - - - - - --- • LOT t 3a ZONING: R-6 RESIDENTIAL - -- - \;' ♦\ 2 �\ ' / I \ SFD* /,/, ' , / LOT 61 \ �^ \\ Q D.B./PG.: 3205/626 " '� - \\ •,^. ;' ® ,,m �,.� ,?, NOTES: > USE: OPEN SPACE FOR THE - \�; EX MH PSV OS-16 vS' LOT 76 6 • ® 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED PARKSIDE VILLAGE j - " .�� - '\ g' / %/, SFD - LOT 69/ sse, W NEIGHBORHOOD - - - ' -� ppp ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. � J \ S89°51'11"E 586.85' 2 H & TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH J N89° 5'I%11"W 108.79' \ \ _ , / GLENBROOK AT FOOTHILLS gyp. Noe'wr 4i'B'�9W9' \ \\ \ -- -- / / % / N89. 51. 11"W PHASE I - BY -RIGHT SECTION ^ - / , 10 GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE - EXISTING TREE AREA \ \ -- - - /�•r INFORMATION IS PROVIDED BY ROUDABUSH, GALE &ASSOCIATES. (n I INCLUDES A MIXTURE / LOT 77 ��, , - OF EVERGREEN AND \ \ / EXISTING SWM FACILITY IS _ // / ; / SFD / \ _ a , -, TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER 2020. W DECIDOUS TREES \� \ I _ , r / , / _ 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. APPROVED UNDER - ® / ,, WPO2017 00020. ; / �/ % / LOT 7e / THE MANAGED STEEP SLOPE IS LABELED.Lu O SFD LOT 79 , I - . - �,;- \ . / ' I ' l ' I r • \ 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM J EASEMAWATER ® SFD . '� .. CM) BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM. \ \ \ •• - / / / / - / / / EASEMENTLOFD 672 no �` , -- f . - - ��, ' • ��•; %\ \\ ` ;: • , •.•... ``,. ' / / / �D6.50 5, G,664 - ; SFD \!\ THE STREAM WAS LOCATED BY ROUDABUSH, GALE & ASSOCIATES. - o , TZ < / / 64s � � •?� GRAPHI�� 129C 1LE \\ - - - - - \ - \ \' �` \.•': •'•'••. '.i'•�'!ll �{ t� / l.i % j w24> T - _ -i- `\ , y. \ / SFA \\ V ..; \\ \�. :. - \ a : : •.'. %/ `_ ` - ` % / ; / B L®a1 Qp�/ .''' \ w gp' - I 120 \ ]ao �6�1T:�_ / \\ \ ��. \ \\ ••• / �l / / / _,J"\ SFD ` .i'. \ w rs.es• \ pJQ, ..�.. � � ... ... XN\FEETSFAN29'28'9.89' OPEN SPAC LOTEXISTING TREE AREA / . - 0.48 A RES 60 ft. \ \ !. \\• / / ; / INCLUDES ® �� �° Cn a5SA24Jd:00.00500, \ _ \ - 4 •'. / ' / / 20' ACSA SANITARY OF EVERGREEN AND LOT 82 V m�� - - - - - - - - \ �\ KIR13Y PHILIP'M \ \ �/ �' Ex. 20' EMERGENCY I / SEWER EASEMENT - ul ORJENNIFERJ I DECIDOUSTREES \ SFD r \ EXISTING ♦� ♦ AccEss ROAD / No. Parcel ID Owner Total Acres D.B.. Pg. Zoning -- -� - -� \ CREEK . \ . - \ ♦ EASEMENT / / DB.5075, PG.664 0,2390 ACRES 00' \ 1 056A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JR TRUST U/A DTD 0.110 4122/202 R-6 r / / ZONING: RE L-13& RESIDENTIAL `-� \ \ i DB 5420 PG 586 / �1 uj D.B.zzzsPG, zs7 / 2 056A2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 46011137 R-6 LLJ USE: RESIDENTIAL \` \\ \ EXISTING BOUNDARY OF ® 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R-6 REZONING AREA (ESTABLISHING LOT 83 4 056A2040007100 DILLARD, WILLIAM H 0.114 30201075 R-6 b _ \ \ \ -_ _ \ _ _ _ / THE BY -RIGHT R-6 SECTION OF \ SFD 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 1 /r os6Az-°4-oo-aoaa�"-�z_-�.`. \ \-. 'tea,, -- PORTION OF EXISTING 20' ' SULLIVAN. JAMESJ 8 \ _ / GLENBROOK vs. THE REZONED JsslcaocATEwapD \\ \ \\`'--r_ - // �EMERGENCYACCESSROAD R-6 PORTION WITH PROFFERS \ 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 q - _ \ EX MH - - _ _ _ TO BE RELOCATED WITH THIS �' 7 056A2010006500 COLLINS, MARIAN B 1.000 371/553 R-2 0.1990ACRES - _ 1 \♦ PSV OS-15 J \ \ p \\ �' I --- PHASE OF DEVELOPMENT ® \ 616/ bI I ZONING:R-6RESIDENTIAL 8 056A2010006600 FL.ANAGAN, ROBERT MICHAEL 1.050 970/668 R-2 J Lu f D.B.5344PG608 ♦ \ \\ f'' I ' LOT 84 / 9 056A20100067BO FLANAGAN, ROBERTMICHAEL 0.500 3678/232 R-2 v� \ .use RESIDENTIAL I ♦♦ \ I TMP: 05600-00-00-05761 GLENBROOK AT FOOTHILLS 10 056K1000006600 AARON, PETER & LESLIE SCHNEIDER 0.150 52861548 R-6 nn// L.L " I 056A2-04-00 00300 �" - 1 ♦ - \` �� I OWNER: GLENBROOK, LLC • PHASE I - REZONED SECTION 11 056K1000006700 EGGC LLC 0.130 5359/29 R-6 J 1 TONES, BENJAMIN MARTIN �- \\ - - d� t �• . EX. 20' SANITARY ACREAGE: 9.32 AC \ / 12 056K1000006800 BALTZ, BENJAMIN MICHAEL 0.120 54601531 R-6 / OR SARA BETH - - \ '\ SEWER EASEMENT ' ZONING: R-6 RESIDENTIAL ^ Cm g76 1 0.2120ACREs - ' *\ \ \ ' DB 1997 PG 235 ?\ ; ti LOT 85 - 13 056K1000006900 GLENBROOK LLC 0.110 5075/664 R-6 Ir ZONING: R-6 RESIDENTIAL _o' - - - _ \ \ \ D.B./PG.: 5o39n5 ♦� SFA 14 056K1000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/441 R-6 O 1 D.B.4369 PG. 199 - - \ - - \ \.: Y USE: SINGLE FAMILY RESIDENTIAL ,� / O C] RESIDENTIAL Z \ \ // \ \ \\ ^� LOT 15 056K1000007100 DUNN, CATHERINE S & TYLER C DUNN 0.180 5457/729 R-6 N A ® SFA 16 056K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 53981250 R-6 _ �' - -- _ -_ ' \ ?°6 \ LOT 86 \ 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 54041001 R-6 o56A2.04-00.00200 I - - �' N _ _ �_ EX. STORM DRAINAGE BENCHMARK: �•• / BRASt£�ALBAE \ EASEMENT SFA 6' 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 ! OR PAMELAB - 1 \ - - \\. DB 5389 PG 75 \ EX MH PARKSIDEVIL-1-14 N43°42'4TW "g�4 I 0.2120ACRES'- - �' \ 7 \ ; ; \ RIM-640' 9s4' \ / ,tti 19 056K1000007500 GRAVES, S TUART L & REBECCA W REID 0.140 5313/327 R-6 ZONING: R-6 RESIDENTIAL _ - / \\ r/A\\ • /' / / INV IN=633.7' ® "-� _ _ 20 056K1000007600 HARDING, DAVID PAUL & DORIS A D.B. 2275 PG, 096 ----__ \ ` V�. , \ INV OUT=633.4' - TMP: 05600-00-00-0 7B3 e / \ LOT87 21 056K1000007700 MUCK, JORDAN K & MIA M HAMZA USE_RESID IAI. J r. _ - , OWNER: STANLEY'MARTIN COMPANIES //>\\ _ \1 SFA 22 056K1000007800 STANLEY MARTIN COMPANIES LLC LLC _ / \ w \ 1 wruRL / / 23 056K1000007900 HAYES, JOHN RIVES JR & SALLY ELZ ossAz a oo Bdlao ACREAGE: 5.84 AG - - 100' STREAM J \' _ _ _ _ _ _ _ _ / \ EX MH PSV 65-14 PHASE - ' 0� 24 056K1000008000 STANLEY MARTIN COMPANIES LLC m•../ 1INF&KATHERINEPICKRAL ZONING: R-6 RESIDENTIAL BUFFER N J � \ SEE THIS SHEET \ IIB LOT � OpEN SPACE LOT 112 /LOT 111 LOT 25 056K1000008100 STANLEY MARTIN COMPANIES LLC oS710ACRES \.\ \ \MATCHLINE EE S SFA ZONING: R-6 RESIDENTIAL D.B./PG.:-53581506 - - _ _ _ .\ \ �-1 \ \ I , SFA I SF 26 056K1000008200 HERRICK, MICHAEL F & DAWN Z D.B. 4814 PG. 250 F T RE 0 09 ACRES �-USB., ESESID4NTIAL. _. POSTED SPEED LIMIT 25 MPH THREE NOTCH'D ROAD -ROUTE 240 MANAGED CSX RAILROAD S89°59'55"W 555.43' S89°56'47"W 216.29' - ® 20 WATERLINE EASEMENT STEEP SLOPES D.B. 611, PG.440 ® D.B. 692, PG. 148 POSTED SPEED LIMIT m- 25 MPH OVERHEAD =0 Nas lie sE ELECTRIC LINE tw�, _ _ TMP: 056A2-01-00-06200 I= EX. PARK RIDGE DRIVE R/W `�. OWNER: GLENBROOK, LLC I I ni OP ST A I DB. 4972 PG.726 R 99 =3922' v ACREAGE: 1.893 AC I HILLTOP ST }�. ./ \ 3 ZONING: R-6 RESIDENTIAL `� [I 1000 USE: RESIDENTIAL 056 -04 037 _� I' I U) 1 CAN, J�A\ME E 0-0.0`�50LD OR WALKk�t H SARG NT DUN AN PAL AN I S89' 14' 56'W FACOB M , •.�l RL=71.50' 0.2030 ACRES I JACOB M $ I 189.33' \ L=71.72' ZONING: R}6 RE SYDE IAL MARGARET q I D.B. 2825 P¢. 476 3I 0.2180 ACRE 056A2 3 ZONING: R•61 �/ \ HW600 RESIDENTIAL R-469.50' FOX. CHRISTDPHER D.B.I 5457 PG, L=395.92' '\ I I & JESSICA x 533\ 0.2030ACRE5 / ZONING: R•6 RESIDENTULL S40° 38' 11'E 152 aa' 1 r / EX.SAN. \ I 4-,SWR TO BE \ REMOVED f / m / ZF, ,/ / EXISTING TREELINE I m TMP: 05600-00-00-057D0 S83°37'00"E 212.43' S89'53'07"E 366.76' I w 1 OWNER: GLENBROOK, LLC `/ gg Sg 125 84' -« 1 ACREAGE: 9.72AC 1 1 1 \ ZONING: R-0 RESIDENTIAL D.B.lPG.: 5039/66 PARK RIDGE DRIVE j \ USE: RESIDENTIAL /� N40" 38 97.31' R=z9ssd• DB. SOTS, PG.664 ^I� L-155.56' 1 i I EX. SAN. '0 I I I SWR TO BE - I I \\ REMOVED eoa P 66y', - , CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH Cl N08°42'07"W 208.55' 570.79 208.56' C2 N10.25'22"E 469.14' 469.5 491.24' C3 N47.20'56"E 27.57' 87.5 14.34' INA "Wilmm \ 20' SANITARY SEWER \ PHASE \ 27 0561<1000008300 EMERSON, CHA.RLES FRANCIS & JULIE \ T ''\ 1EASEMENT IIB LOT \ I �6 28 0561<1000008400 BENEVENTO, ANGELA MICHELE > .. D.B. 1997, PG. 235 6s4 \ 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T. \ EX, 20' ACSA SANITARY \ �� . \ \ SEWER EASEMENT \\ \ \ \ 30 056K1000008600 ISHARWAL, SUMIT t DB 5 P EXISTING LOT LINE �_T 31 OS6K1000008700 QUINN, FRANCINE ELIZABETH 0.190 0.150 0.150 0,130 0.160 0.140 0.160 0.130 0.150 1Z11 23 R-6 a R-6 Q Q z Lu 06 z Z Lu O �1 J Q O z z I I --I H �1 U) w CL I --I O O 01-1 ~ Lu �r�r�1 w 0 (/ W JOB NO. 112066 SCALE 111 = 60' SHEET NO. 2 __ • __ ___ '< j _1 - OPEN SPACER- ! - 0.41ACRE-. .�-• '` \- .., - -I v- L — - - i-+_LJ—_ _L_I n` T P-A�FY '-- :/ '` LOT � I A�ALLEYIR�Y �� I � i I I I � SCOTT R. LLINS7 WREN \ F'.2, Lor aag 1 U Lic. No. 035791 a � r r �i= ,-- , r \ �' : "Lo7 ��7 �,--------r------- -� LEGEND A� 05/20/21 LOT LOT LOT LOT -"•j -_..- r _ ' `\ n6 : I O��' \ LOT ya ji 4 213 yaz m I I �S70NAL LNG I aog Lor LOT % \ / /' I LIMITS OF URBAN DENSITY RESIDENTIAL AREA (7.io ACRES) ao8 107 LOT I" LOT io5 LOT r \.� _ �- / _ r _ r� 104 LOT r/,F- - - —"— — —� Li LIMITS OF GLENBROOK PHASE I DEVELOPMENT LOT -_ -- — — — — FuruRe �Iu TOP s RE l� aoo LOT DEVELOPMENT LIMITS OF / BEING VACATED WITH PHASE III DEVELOPMENT _—_J _ \/ .+ LOT / ___ PHASE _V __ _ R W 1 RERESIDUE I UEAREA DFOR III 00 R E 00 __ _______ ��\ \ \� �DACRES--I--I Z F. _ r I f PROPOSED AVi; m N I I I O PROPOSEDTOT LOT RECREATIONMEA �\ �\ , I i I � I L ] Z 4,5RR 5F OPEN SPACER ..\\\ I♦, 1 I,' ' 0.43 ACRES ♦I ' C I I �/ U I I f- ♦I _____ ----- --- I \ i uI !n I I I LOT ,LOT LOT r \ _ C) m 9 LOT L T ' '--� / I 6 O - 9 9 5 I r +\ 7 rLOT Z / I _ A INCLUDING 1 r I g 9 r •• / z 4 3 u FFORDABLE ITS_ - _ I L9y LOo7 \ LOTau LOT / ti 1 LOT 1LU 89 88 LOT / \ / I � rZ. \ ♦ 1 i LU r — — Q ' rl , Z � 1 I LOT LOT tt 'I I I I N I / I 1 ?: 55 57 L07 L 9T LOT ,/ r O , W _ t 60 I LOT LOT - L83 1 _ y - \ _ I ! = J ; - r _ _ r 6x LOT LOT _\ I I I LOT '_ 'v ````� `• �' � / - - I1I I I II II _I 1 II I - ; II • PR;REOPos'eo�PAssNE �_ �I'-_`1E :-- -,T\ - 6463 2 / / , / PARK K RIDGE 'R--_—_—_ _ _ -t ' - BLICRoD4RM REA0NARw OPEN OT C o04°zzAA(RES _ _ , 76 _ _ - _ I .. LOT -� � / /' i' OPEN SPACEE ' - .'. _ � W � � -"_-T_ .. T_—`. N O o.oB ACRES / •��'' I / --- - ':' -_-�, / `68 - a - GLENBROOK AT FOOTHILLS`ORENSRACE -_ p ac/ -- \• \. .•A• J +. _O O _� LOT % - s PHASE I: BY -RIGHT AREA70 Tom: o.i7AcREsjr ,,. '.i. ♦ __ _ _ _ \__ LOT 7W LOT x3 / L Qm LOTm JJ ° \ i �. I • ', ,�' / caa/J LOT 73 I �, •LOT 55 LOT 54 :L; - - - \` affY- 7a LOT Q3 v LOT z4 �• / �1 LOT 7J SFD I \`fRsL07 i 1 - _ I 7 LOT 66 '.t1.' Q �m _ / LOT a9 \ SFD LOT2 SFD '.oPEN,SPIIE J t �•4 11 'Cr.✓__— LOT Sz / / (ss. LOT /rI I SFD I- '. - n: L I I OPEN SPACE�I I I I z.58 ACRES ♦ r_ J, _ /' 1 - \ - .. / �Q�W _ \ \ ! i � \ /' �� . -O.b9 A_Lm�S Oi li - 1 L0T5 lrtalltr ', '.t' �1 L' • i Lorz6 / LOTaB ..\ -',\\ LO •67 /' - ._, �j \ \ LOT 27 / P LOT 75 I \ §FD / O \\\ T L �''' ` `�� LOT 4R / L47 B -/-\ LOT 27 SFD / LOTLOT / CEO \ M Z LOT z i \_ _ ',-'\ - --- ,/ SFD LOT 68�\ ��Lfp N C .��. . •\ % - /. \�,' 44 T \- / ',. - --. -'� --\ SFD: LOT 61 G - LOT 70 FA / 42 `\ \ \ - ! LOT 26 LOT 76 \�� / ��It -,-- / SFD \ 1 / \ \SFA \ uj ._. \ OPSSACREEF �/ _ \"\ \ LOT 6� \ •'.'• �� a. ACRES --// _ LOT= _ M LOT 63 _' S.: \ --- �_ -- % F,/ i \'\ / SFA \ .�\.'.'.'.'.-. r 06 _.i�.l GREEft. -� Loiag Lor=4 ����• / \ LOTsa'` t`.:P ---. I 1 �\ N PLATTED WITH ----- --- - - l I LOT77 / /, \ \ j SFA \ \\ N z V� PHASE II DE LOPMEN(f\: i _ : ; \ SFD �j• \ LOT65 \ t\ w Q I -a �,' ••:.. L073o-\ /" / LOT78 / \ / SFA / �\ > LOT a3 SFD / LOT 79 - \ \ LOT 131 /' ` EXISTING SWM / SFD _ I i \ SFA / W i \ \ LOT 3a /' \ tt L FACILITY ^; _ % `� / /jv LOT v L J W V ��/r/�• ; •'\ SFD 0T130 - ./ �.'i v.;., / / •V /'\ / SFA /• .v > -•��\ �ltV I ' 1L •�- v %t�v' j'7 / / 1_,' �;- J �' %• i 'VA / 'LOT 129 -• • 7 O \ SFA %� .* j - /---------' LL . �: �` ;�•. . ` \ '� i ,L j Lor xx �-- ---- -- - // ,• ; \ 0��/ .-. \ / w - 1 L \ ` -•�i T\• LO7;; _ - - �/\ LOT 81 4c,�'' \ / /'LOT 128 ` 1 ` '\' `/ - _ ' . �• SFD SFA � ♦ .+. � •! r .`` _ r _ __ _ ___ '. LOT _ \ / \ �1 .. - - I \ '��. ,{•' �__' \ �QO / /LOT 127 O q tt\ \ 'i=- ` \ .` , \ / / I �__ ;/��: J/ .OPEN SPACE \ -�� - \ '\'•\. � ^/ . LOT;4 ------ �\ QQ" „E,. SFA J !—I \�; a\\ �� �.•� ' "� ' \� \t .�' '?\.�. �� \ `i / / LOiss �-\ ��V 0.48 ACRES^� - •�/ •� �'` _ �. • ` .-/- LOT 82 ��� z Q �'•v \ +�: / �:� \ SFD QJ GLENBROOK AT FOOTHILL' / \9Lo = l W PHASE I: REZONED AREA `. I I 1 I 1 LOT 83 q`Z` ��P GLENBROOK AT FOOTHILLS � \ I 1 I �c LLI W I - I - `` - .1. \ BARKLEYCWFtT SFD / / Q ,. �-------- — nIeLK RowLs.•Rm� --. �'-_ •� .O J��r \ LOT 97 V BY -RIGHT AREA LOT7 %% �_\ ,,� Q \ FA _ a 4 1 PHASE V B \ Y\:� �\ - - \-"� \ LOT ss '\ \ W \ I I r _ \ _ S �� SFA ul •i, ll II II l�" -71 ' \`\ ��� • `•' • \\\ I I _ 1,1 , I \ SFD / / \ LOT 95'\ \ / LLI / \ SFA \;�•- \\ \ i LOT 36 t 0T4 • \ w J { I I rl - L 5 LOT ^ I .' ry i \ \ 1 \ LOT \ L l--d J, I I q'�• - .\ \ \\\` _--� LSFA5 \ OT 9 +, \;. _ \ / I I I \ \ SFAS I'jl 5 I iI r I I \ \ 1 -\ -' I \•\ LOT 88 I \ LOT 99' ' \\ .. \\\'' LOT LOT SFA ILSFAOT s1LOT90,I L0T92� SFA SFA \'. O , 1 / \ LOT 91 \ W SFA l 0 3 / �• '\ LOT 86 x. I SFA SFA LOT 10 \ N O SFA / SFA \ ILL I \ t% OPEN SPACEG •� Ir---s---�_ % - 2.29 ACRES . \• _ ' 4 m /-- \ _ _ I I \ LOT 101 \ j \\ GREENWAY A\'�• 1 \ 1 <'a "/ �', \ / —__T I \ SFA .\ Q I' ! II I 1 — — I \\ .�N ' 1t LOT;Bi LOT: j•- `, LOT / / V LOT102\ O I'Lh- 1 - _ - --- I - _ ! t, . ��; 1 t 11 ,.., 1 S / I i I - SFA `\ o I d, _J - _ —_—_1 a' \�- "_-4�_---� •�, ' / I I I NSPACE \ /'/ O LIMITS OF I j O.. \ \ N C / t /' REZONING AREA OPLOT 103 EN SPACE I LOT 112 'LOT 111 LOT 110I l 0.09 AC / O "G• SFA SFA 'LOT 109 i \ SFALOT 108 \ 0.09 ACRES l I SFA SFA LOT 107 \ LOT 104 0 _ SFA j SFA I '\ SFA / OROgD �/ _ l--� \..�. vv l t -/ \ I l I A LOT 105 _ --l SFA A o LL.I LOT 106, \ O w � .� y�� -� I I / /'-L,•:':•:-:-:•:-:•:-:-:•:•:':-'1'•\-.L 1 \ //- pU AT�,� j SFA �7Q LOT116 a �/ I ' ��_ �-•\ _ � � L'.'.-.'.•.•.•.•.'.'.'.•.' v. t\ i � B� CA O• �. SFD ``..,\ JOB NO. ` GRAPHIC SOLE �� s \, — —__-_ _ Q \ 112066 30 60 120 I, / /z4o / \ �r \L L ; // _-\_ / LOT 115 \ SCALE ' `•���� / - _ /' ; .;. \\ \\ �- , LOT 4� \ /, / / / \-\ /, '\ SFD .:.,:•<-. ( IN I'I'`) ft./ / •-••• t CI?I.: SHEET NO. \:\ LL \ // �\ /• 1 inch = GO v_ .'� . ..1.' 1', / LOT 114 t •� \ SFD 3 NOTE: 46' 1. ALL ALLEYS AND PRIVATE STREETS SHALL BE OWNED '1 AND MAINTAINED BY THE HOA. a r ----- To PATIO PORCH DECK T � PATIO(TYP.) 2. OPEN SPACE S HEREBY DEDICATED TO THE HOA. vDOTCG-6(TYP.> OPEN SPACE A I E �i-------- 1----- --� __ o. 1ACRE5 1 -- -- -- ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY v Y ____ - 4 ° THE GLENBROOK AT FOOTHILLS HOA. DOTCG-2 _ - LL _—__ 6pp�R _ - -~ r PROPOSED ACTIVE z ` RSE,---L_i__ —i-- —i-- 3. LOCATION OF STREET TREES ARE SHOWN ON THIS LL ' - l P_ _At' ( ' _ RECREATIONAL AREA yREP LOT PLAN. �3'— :To zo' ao ao' z6' 2 ?r� Z 1�R RIVgtEq ALL EEY=j� 3(i zp, - LOT 12O � V I 4. (6) AFFORDABLE DWELLING UNITS ARE INCLUDED IN 16 'Zo- �zsfgSM` ryP \ THE (2) APARTMENT BUILDINGS AS SHOWN WITH A ETBAC ' Nn �, O\M k LOT llg I STRIPED HATCH PATTERN. THE AFFORDABLE UNIT WILL }'Q , / 20 \ a5 4' LOT 118 �° SEDGAR E BE THE 1 BEDROOM UNITS ON THE LOWER LEVEL OF THE - I Q w I- --- f OTLIN , YP.) Zp• r,, 6 11]r 3 ip , r f _ \ \ o ; 20'xzo' IN. 1 N I � APARTMENT BUILDING. - f 3 \ LOT o (TYP.) F — LOT LOT LOT LOT J'� ' k \ 116 DRIVEWAY ASPHALT PAVEMENT LOT 114 Si 112 11 Q1e LOT LOT �\`` z' `� �'' __ SEE SHEET FOR PAVEMENT DETAIL O1 ��5 m rn 3 m 0 1 °o 1Q "°r 120 10g LOT LOT ' /% �o \ �\ ` S 8P 1 a - _:- 9 MIN. ao' DRIVEWAY CONNECT ROA TO f a i i wO1 108 107 LOT r % ? z5' FR T SETB K (MAX.) m r / o•' E ISTING ST EET - - I m 106 LOT-- / 2 k IN PA KSIDE VIL AGE L i i r j I L J F/CIF/C i r - ---- 105 STOP SIGN P. f LL ^ 10 \ r � 1 i STR IGN �rY�.) � - -_ — — - — - — ° f i 'a 10T ; ° \�STRE£TSIGN ---0-- --------- — - `/ \ — — — ' 38'- 20 20' twc� 10' 22' ' --- --- `- �_ h 4 LOT- - zz' - -- _ ... .. .. _ _ LOT a f - r ao' - _5' 51DEWq(K ( YP } _ Q,`* 102 w % a5'R _ o - _ �, 101 LOT k FUTURE - - - - - --- _ �6, SM\ F; 100 LOT s� O/ DEVELOPMENT - — - $OpR— s �?flyTSFT �N 99 LOT I nn° PHASE IV 44 p ,O ' VD T CG-u�T 4- _ aoACk 98 / t _ T — — —k — — k — �` s `%p ~ 5 ` ` \ �\ _ P� RK \ _ ° , `bN , rc O �/' ` - - — — — — — - - PUR/\� N (TYP.) RESIDUE AREA I 1 7 $ \ , STOP SI I (62, F " \ , �' I o RESERVED FOR I STREET SIGN (TYPJ I \ �o r Pi-ASE1V- - - i -STOP SIGN (TYP.) 's.o _�8 iu DLVELOPMENT I ---- PROPOSED CENTRAL — �c� Q z1 y a �.22 ACRES j —,• MAIL KIOSK _ �.\�•�'.. I `T------ r— IPROPOSED ACTIVE PROPOSED TOT LOT � RECREATION AREA _ 'mo`r G-12 (` VDOTCG-� (TYP.) 25'R, I' k- ' 4,500 SF OPEN SPACE B , _ 57OP�SIGN( .) i I ..� / I� .• , 0.43 ACRES STREET SIGN (TYP.) - S' SIDEWALK (TYP.)\ o - DRIVEWAY ASPHALT PAVEMENT \ n° — a s k I I FCC k _ k r ZO - ' S E SHEET g FOR PAVEMENT DETAIL 35, 9 MIN.12DRIVEWAY zo STREET TREE (TYP.) I I Jam.,20' R AR SETS CK f ,: 3z' \\ � I I i8 lPylEy ° J C O MIN. II LOT' LOT LOT i ` '/ 20, ,\ I I a 12 UNIT 97 C9 96 b 95 aLOT LOT A ARTMENT BUILDI �I ----- 94 �° 93 i�LOT �� 9 I LOT I— STREET�SIGN f INCLUDING (6) I AFFORDABLE UNIT � I I f - I -LOT - 93. LOT 121 1YP. f �' 9° LOT Q s "- 2 LOT z RO m f \ / I i i 15 QI a II I o, zo N SETBACK I 8g f 6' BIKE LANE / 20! 88 o LOT / \ �., (TYP.) / I A I j .© iI¢ o'R- 8_ 7 LOT r3o wWC86 10' VOZM-z (TYP.) S p I - I----PRIV 4 PR�rf gEOVDOTC rr / /e /so q=(3o Ry -/ND OF PRIVATE 10 - / / IROAD R/W , FI LOT Ck, DISTANCE TO NEAREST �. I - � f r 2 k �, � L T 8 MIN. m - _0 5 .? ` � � � I N `� LOT o---__ _ , a, ' \ LOT � � INTERSECTION (CLAIBOURNE ROAD I 56 57 LOT LOT °° Q/ ; ' _�o \ ` , ( 58 m Zs'M ' Rpz° ,,� 84 LOT AND PARK RIDGE DRIVE) =705 I DOT CGS _ 59 LOT , FRO/yT 1 ITS e ,3 f ° 8 LOT b ETBACK r qCK ^tip ' 3 LOT I ® ^ LOT I gp, A 61 q , N 2. ' 82 - 1 I E ETBgCK _ 62yLOT\- k - w 81 ;gym LO 1 _ - 20,- J' I 63 64 L i /�N LOT ' �O' - a T 20' f4 a 0 6 I i D (TYP.) I STOP SIGN (TYP.) �_I1�8 65 ,H� a{� `\ �, 8 /LOT ZS , \\ PROPOSED PASSIVE - zs' / ; - i ' V TCG-a/ ` \ / �0 79 LOT ! , �8z° — - — I I RECREATION AREA ` _ zo, i / ' P. , O VDOT CG-a2 (TYP.) I O - f) \ 8 f PEN l s� ozNSPgCEC 1\ _� V ; % o ` ,zL LOT LOT', ; 0.04gPROFO I 1 r z ACRES , �8, q<< LOT LI �` 77 - 1 i o�- 6 J i PROPO a Fy` ?�• ' 76 e/ - STREETSIGN(TYP.) — I o _ s' SIDEWALK (TYP.) z d , \ I 1 m � - ro� 20'x20' o • f13,Fq �qy 'q Y I 1 • II 1 STREET SIG -AR G j ` r _ � TAL f ?g, FNTJ R , r T / 5' SIDEWALK (TYP.) 1 ' ti5� f r LOT 4�/ ' `% \ e� 28 _ 1 / / STOP SIGN (TYP.) OPEN SPACE E 1 - i ' _ 66 LOT 67 ,1q,LOT 21 e / \w0.08 ACRES 1 22 ^ LOT ` VD LG-z LOT LINE (TYP.) 1 i rf i--- °'-_ •'• 4 C N °' WTI= S x ,' ^^ / •Z i %0)\zp@, 68 LOT , @ (TY -- s5 LOTQ/�� S-, \ ao' 69 LOT r 1, ` 1 ©, TYP. r_ 0' \ - ?p• 70 �`'/ 2 1 1°'_ \ „" /l O� M�iy It 3, LOT 23 m LOT 20 7�'rJm , LOT ^ TB�Ck' •d� �� n ^ o a o, z - _FT6 / 7 / 0 1 LOT o �S, @ o _ 55 a /,, 3�_ _ \ I►.jF \, MgkFR ]2 LOT ^cl)/ / Q/�e "LOT 54 o w 2 p y ON �" ; �3, LOT 24 v - o _ g FR lS LOT -1��N o Q Rr�y `- 1 - ---- -- - --- --�� o /c S z3_ Te 73 �u� 0 LOT 1 I LOT 53 s aR Ro\�Vq �C �, N 9 1 12s' k I "LOT 52 Des Y iy /F. 74 �34 R ' \ 10, i 75 73, LOT 25 O 5' - z08. o OPEN SPACE FLOT51r 2.58 ACRES _ � zo:. 11 5 �zp R RS B / LOT O M mom/ N ,' VDOTCG= P.) f i a� h LOT 18 Eq BACK 5 ° LOT 26 F/P , 37 �♦ ' - __' ' w ��' .' ?p' `\ l % / %N -_ , ,,COI0 II ' GRAPHIC SC;\1,11 �__�3o ``.`` ' - / LOT49 " o/ f ?°' \� tj / LOT 27 8� ° L 1 30 0 15 30 60 .11 _1 30' ` 7 LOT 31 IL .�--�♦ ' LOT48 LOT17 47 LOT 46 LOT q MAT CHLINE -SEE SHEETS ',5r' LOT 2845 Lic. No. 035791,n 05/20/21 w�' <'57ONAL ENO` a I V/ m Z Z I ' z ° OZ2° H w; x . in m ` z D z' �E W L . �•V) L ?; Lrr cy') lw� 0 W O ZCy- J 2 W L1J in Zw W U) Am f-rI I o LLJ 0 < 9 ° z z Y u w z —1 z O OLL- v 2 n ti �y ID ll O O IS v N L w J U ° 9 0 � 1'� w v o a V N 30B NO. 112066 c ° SCALE 1" = 20' SHEET NO. v 4 E E _ m \ \ / m 45 LOT �� ' � 6 �' � �O8' �- , 3/16" STEEL PLATE WELDED ' , MATC H L I N - 5 ET 4 J� cV _ TO P05T & GROUND SMOOTH / Y.; 44 LOT `; PROPOSED V �' - � �� v \ 2-1/2' DIA. GALVANIZED (LacT 43 LOT 2ox2o MIN. CiCAR GARAGE ` \ d LOT 6 STEEL POST. FAIN WITH\ 42 \ 1 ; 2 GOATS OF PRIMER COT R. LINS7TYPICAL �R40 o _ ° ; AND WSIGNIA YELLO . No. 035791 \ ; STREET SIGN (TYP.) Imo°, - lo/' LOT 76 I M �D" \ ► �7 , _ - i SFD 3/4- DIA. STEEL PIN W/ HEAD Q� 05/20/21 Soj \ OPEN SPACE F - - 2° / ----_ ' --LOT LINE (TYP.) 2j' ( W/ 3/8' DIA. HOLE FOR \ - _ z1 ST GN TYP.) cM \ 2.58 ACRES - 1 J h LOT 15 Wes, LOCK W4LOCNJG J / r FINISH SURFACE \ - ' -� -- - - - I s' I i ; �O4' o 3' DIA. GALVANIZED i9 \ \ w LOT2g , I LOT 14 j STEEL PIPE SLEEVE ; : f o \ / - CPAIN7 ABOVE GROUND \ \ \ \ r - - _ _ - y \ /o I / ' PORTION SAME A5 POSTD N \ II i ��4 ' ,O�F98AC\ T i CONCRETE FOOTING EXISTING STORMWATER LOT o o/ / 3/1G' STEEL PLATE WELDED � c. /' \ 3 � TO 5LEEVE 12" \ \ MANAGEMENT FACILITY'-'1 n I �n' ��� k VAR. WIDTH GREENWAY ♦ Ci \ \ - / 1 ' ° \ ; /o CO i LOT 13 NOTE, DR EASEMENT TO BE \ ♦ %- \ V W\ / / (y 11 �I M ILL A 13/1G' DIA. HOLE THRU ; . . PLATTED WITH THE \\ ♦♦ �\/\\� \\\ \ " . / 1 % % BOTH THE POST AND SLEEVE FOR PHASE III DEVELOPMENT LOT LINE 1 / ` PIN PLACEMENT. f ♦ IN,, / / / LOT 31 \ - ♦ \ \\\�\i \ �� \ i / ) ; NOTE: SEE Z IS SHEET AND SHEET 5 FOR LOCATIONS OF p \. \\ - ♦ j�\% \ `��� \\` , = W `� "/- /M BOLLARDS ALONG THE EMERGENCY ACCE5�4 ROAD O LLL \ � \ � .i" •l 3' � rM rr � r ,_p r r � � H , ^ w LOT3z 6 ¢ z "\L\.� • .i i / l l / /M j , x I i ' LOT LOT10 !�h/i' `7%c , NN W � i \♦ \\ `\\ �\\ \\ / / LOT LOT 9 ♦♦ ,\ \ \ LOT '`/ ( '�O' 20' EM�RGENCYACCESS I / / '� ---`- �_---_� - `, ., ,,, ,, - _, • ♦ ROAD EASEMENT \ \\ \�\\\\\ .\' // "1 _�� _ �P �.� • ; ; O R ETE �� / • ♦♦ D 420, PG.586 \\ G- D(T�'P) LOT 11NIN � - A , i ♦♦ A �� -� A-,� / ( i i--------------r S'SIDEWALK(TYP.) I f► 1 �� i i ♦ I r ♦ � r, 1 N \ � -�� VDOT CG-12 (TYP.) i si i LOT 8 • c N �. \ -�____ ♦ NI STOP SIGN (TYP.) ,$ i , �- ------------------------' J` r . i b 92 1-0 'w 0 LD _=' BARKLEY COURT 2 _ - - _ Li \ m - ;� A PUBLIC ROAD (54' R/W) ry.' - ♦ i LOT 35 r STREET (TYP 20 , \ RELOCATE 2o' EMERGENCY ♦ I I - • ti \ ♦ \ ACCESS AND BICYCLE/ ♦ im ( M Q \ ; PEDESTRIAN ACCESS ♦ M ROADWAY WITH PHASE III ♦ ioo'- -____ ___ - �I. y 16' - T • CA I--1 DEVELOPMENT. SEE-------- ----- 22' FR TBACK_jl N \LOT 8 ____-__ � DETAIL, SHEET 8 ---- 1 �-- , I I 1 ` ♦♦ i -- ~'IVDOTCG-6(TYP.) { f �``\\ C� i tit LOT PROPERTY LINES SFD a 4 m J - & PHASE III LOTS. I LOTS .V{1 ��P , BETWEEN OLu O ♦ \ EMERGENCY ACCESS ♦ i� i- i n --- ------------ ., ai P N °� I If I - I 1 I� \ W O CL \ . DESIGN ♦ I LOT 36 to LOT \ N oZ5 WEIGHT BEARING CAPACITY ♦ i I�' 4 LOT 5 I LOT 6 ti° \ N \ \ \ ♦` \�' SHALL BE85,000LBS ♦♦ ---------------I ------ �I I _ 1 I 1 \ W ---- ° ♦ ♦ -oo' - - - - LOT 85 > Q \ \ �♦ \' REMOVABLE BOLLARDS ♦---------- ----__ !_-��, ` i I I • CL COMPATIBLE I♦ _ L 1 1 \ ♦` \ WITH KNOX BOX LOCKING ♦ {--}=--�-u3"--"" ' SFA w \ (i I \ I' l I IC SC EiLE` ♦ \ SYSTEM FOR I ♦ ; I _ t I ` �i'O •• LINE ITING ZONING J Lu \ FIRE RESCUE TO BE ♦ t ` \ > H ao 15 ao so ' izo ♦ INSTALLEDTO I- ' LOT I� W 1 I 1 , t , ,' \\ PREVENT VEHICULAR ♦ 371 7 6. .' LOT DECK/PORCH( ♦ \ I ♦ x �I� 3 REAR PATIO AREA • \ w J ♦ \ ACCESS BUT STILL ♦ 01 I ,- j - - (TYP.) 1\ 1� a '/ • LOT PROPERTY LIMES LOT 86 ` k- Q - _ LI:i\\. ALLOW ACCESS FOR i ♦ \ EMERGENCY VEHICLES. ♦ _------- Q 4 �i I /' BETWEEN PHASE I LOTS SFA Q 0I--f Z ♦ \ SEE DETAIL, THIS SHEET I -- _ �yoo' _ - J u+-1 I , , �1 1 &PHASE III LOTS. J H Q ♦ OPEN SPACE G \ - Z J -C---------------- 1 Q f21 '' PROPOSED % LOT LOT LOT LOT LOT LOT LOT LOT � - I ' � T, ,�'/ ,-- � 2.2ACRES \ i CmG �1 I 2ok2o'MIN. o Q r-1 NUMBER AREA sf NUMBER AREA sf NUMBER AREA sf NUMBER AREA sf ♦ GREENWAY \\ 4IO. Z �, iCARGARAGE ` \\ / _ LL] 1 6,618 35 5,444 69 1,554 103 1,837 ♦ 1 N 1 TYPICAL 0 2 6,160 36 5,571 70 2,114 104 2,592 ♦ \\\ LOT LINE (TYP.) ♦ LOT 38'1 1 m I .1 `, LOT 87 1 f--f 3 5,944 37 5,459 71 2,086 105 2,868 ♦♦ \ ° yl I LOT 2 j' �� / W Y '-'Ln 4 6,482 38 5,516 72 1,505 106 1,835 ♦ �� 1 1 1 7aI ' j'' ''1 1 1 SFA w Lu 5 9,074 39 5,362 73 1,542 107 1,832 ♦♦ �\ 1 P, ,'' ~ 6 8,282 40 5,458 74 1,599 108 1,830 \ \ -100 - _ - 1 1 _ ' 1 Q 7 6,572 41 6,000 75 2,339 109 1,831 \ \ I " f�_- -_ ", �', j'' 1�3 1 1 \\ ATCHLINE-SEE ;HIS S�EET U) Ln 8 10,303 42 3,257 76 1,955 110 2,559 ♦ \ \ j / ! - - t --" ` I 1 \ 1 9 7,873 43 1,865 77 1,453 ill 3,030 \ . . I . 0 1 a .' /' \ \ \ 1 w U) 10 6,148 44 1,953 78 1,452 112 1,830 ♦♦. \ �. \ A ` LOT 39 ' \ �\ \ ZDf J 11 6,904 45 1,626 79 1,461 113 1,830 \ \ ' \ y LOT 1 \ . \ \ \ I A \ \ \ 1 _ 12 5,609 46 2,112 80 1,956 114 1,830 \ . . PROPOSED U . \ . a, m \ CG-6 CU s \ \ \ 13 5,101 47 2,887 81 1,984 115 3,256 \ v ! \ \ \ .. 1 14 4,030 48 4,417 82 1,518 116 2,861 15 3,175 49 3,438 83 1,539 117 2,001 /� \ \ \•/yob / 10 oa\ \ \ \� - w 0 16 3,987 50 3,448 84 1,567 118 2,040\. \ \ / \ \. 17 3,996 51 4,700 85 2,144 119 1,636 1 \ \ \ 1 \ _ - \ 18 3,240 52 4,513 86 2,049 120 2,045 \ \ \� \ \\. \ \ \ LOT 40 \ I `. \ 1 �. (� Q 19 3,240 53 3,378 87 1,503 121 40,653 \ 1 \' 20 3,996 54 3,370 88 1,500 / \1 . . \. \ 1 PROPOSED R/W , `' \ 1 f GLENBROOK AT \ \ 0 Q 21 1,911 55 4,130 89 1,501 1 \ \ \ \ 1 '' FOOTHILLS \ \ \. �` N 1' \ 1. ' . \ \`n. �� PHASE IIB \ \ \ \ 0 22 1,470 56 2,625 90 1,504 / \ � , 1 ,' •�� '' � \ 23 1,470 57 1,537 91 2,379 \.1oQ�BP' \ \ \ \ U m 24 1,470 58 1,549 92 2,303 \ \ \ ,/5�,- ; \ ,s . \ \ z 25 1,470 59 1,550 93 1,504 \ . . . . . . . \ \\ /�', \ 1 \ \ U Lu 26 1,470 60 2,191 94 1,503 \ 27 1,474 61 2,354 95 1,501 ; \ \ \ LOT 41 \ 1 \ a 28 1,925 62 1,567 96 1,500 1 \ JOB NO. 29 4,757 63 1,554 97 2,066 1 \ \ \ \ \ 1 . . . . . . . . . . l\ \ \ 112066 30 3,416 64 1,532 98 4,443 \ 1 \ 1 1 \ \\ SCALE 31 3,394 65 2,250 99 1,997 1 \ \ 1 \ / \ \ 1" O' 32 3,360 66 2,351 100 1,906 . . \ = 3 33 3,325 67 1643 101 1,858 1 1 \ ATCHLINE SE�IS SEE ' \ ' \ SHEET NO. / \ �. 34 5,208 68 1,595 102 1,943 \ \ \ • `� \ \\ 5 686 686 CD 678 ---- —- ------------ - - -- 680 __------------------------- ------ -------------- --------- ----- 6 ,,6 G ` I 8y L TI LOT �% / i I/ lzo If � f/011 _ ' it I ' ` _ r I LOT LOT 117 LOT LOT LOT LOT i ; I ~ , , . \ \ _` r '� r r — ` \ LOT' i 'i i r I I \ .r 1----- ------ - - -- ' 11LF 113 112 111 i l f ; LOT LOT \,r / / \1 \ i6 — --� \ \ \ g `�, J 115 110 log LOT LOT , T ' I ' lo8 107 LOT 106 LOT- ° - --` 105 LOT 674 - 1 to LOT 4 - 03 1/ _ - \ LOT 1 _ - — C 1 _., , _ LOT ,, _ — .•�: ` g I o, _ � 00 LOT . f � •'f �� 99 LOT98 �! 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' r SCALE � �` � s ' , LOT �\, ,, 20' SA L LOT 8 _ r / „ SE6IER Ea NI 47 - y ,� / / / - LOT 17 1 = 30 O.B. 1997 p. 7?5 '� LOT \ , / / �, �— —` 6 LOT >' T 28 MATCHLINE - SEE SHEET 7 ' 1 SHEET NO. LOT 1 inch = iU [L. �.A // 45 � - _ on 6 i�� m w ��i ♦♦ _ LOT E SEE E T ;� _ _ ; ♦ MATCHLIN - E SHE :, % / — 7 - - -- 1 1, -- / �/ 0 ♦ �- _ 44 LOT 0'�_ r",�6_05/20/2143 LOT 0�. ry\� i42lLOTi6i i ^�LINS7, 0 91 LO 6 357 Aj LOT 15 LOT29-_ LOT 1 LOT 77 SFD / ' _ _ - . .W w -t --x.__- - -c• I ; ! /• / I I ' /l , it LOT 30 LOT 78 / ! �� I . . ♦ ! \ \ ;LOTH ! - _ SFD _ w4 u u r u ' r a u u _ y\\1 : ".. ` /�/\\\ \\ W\\ u\ .r • ` . r r+\'l / , r ! / l / `` — `` _ . . . . " _� • \ /� \ \ . -+ %• / / r LOT 31 • W - - • � . 'W _ . � _ � • •�\_ m �♦ � j�i A +`t � �• yr .�- '' / � ; i / � � , , ' ' % ' � _- ', A ', � i �W - r . ' _ ` -\\. " `♦ \\ \\ \`\ \• /• ., ,V •/``,,. v/ / / ! \ , ' l LOT 32660LOT 3.o \ \ " �♦ \\ / / / / r LOTl2 2 w \LU r LOTSLOTn �2 cli cli /41 LD . . _ __ -- ♦♦ _ `\. .. ' � ; I j � LOT 35 � I � � � —---'_'��'��- •, • • ,� ,''. � � � i ,'/ � Q LOT 7 \\ `�` ` • _ 1 -\�-\" � i I i i i ---- -rn --�__ ; I --s -- --s s ---- s S --5-----5---- �i I,' _- __� --'.- �`� .'' I � LOT 8 N G ♦ _ . J. I 1--------------------- 1T- -- --- ___ , `.' - \ F M F-1 S D J \ ♦ ♦ I I 1------------ I y I � w 41, 6 \ CL LOT \ �. �♦ ..:. �\ `. N. I I 3 LOT 1 LOTS LOT N oZS LOT 85 > CL . �• �:� - —.. w -- I �— . A A _j LU LLj 1 .A _ I �I O 1 A ' • \ LOT37\ � ' LOT '( U) V) J `\ y, LOT 86 LH Q F— \: SFA 0 D LOT 38'1 f= " 1 I LOT 87 LOT2 Y ,• I ' j SFA w w \ I _I Ul — — 1 i� OPENS w cn y T 39 , \ LOT 1 \ J w %N O " I �' • y A LOT 40 1 I y \ . �. \ �< \ o v ` �� Pp o 1 O 1 / / ea m \ , 1 LOT 41 \ U) \ 6' GRAPHIC SCAL Cora No. " 112066 40 30 I is ao sotzo --- /, 1 , \\• d \\ ,+ \1 \ , s � SCALE 1 \ \ x I;IfI' SHEET NO. I" . GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY GENERAL CONSTIUCTION NOTES 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WALL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 1. PRIOR TO ANY COVSTRUCIIAV W7HN ANY EXISTING PUBLIC RCHF OF -WAY, INCLUDING 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 07NNECAOV 70 ANY EXISTING ROAD, A PERMIT SHALL BE 091ANED FROM THE IRIDNIA 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 DEPARTMENT OF TRANSPORTATION (WOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED PATH THE TEST RESULTS FOR REFLECT IHE REQUIREMENTS OF THE P&MIT. INHERE ANY DISCREPANCIES OCCUR THE APPROVAL. REQUIREMENTS OF THE PERMIT SHALL GOWN. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 2 ALL MAIFRIALS AND CLWSIRUCIIOW METHODS SHALL CONFORM TO CURRENT SPEgfxA11C1VS THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS OF WOT UNLESS OTHERWSE NOTED. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF J EROSION AND SX TA71CN CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WTH THE CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, N THE OPINION OF THE COUNTY ENGINEER, OR APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRO? TO ANY CLEARING, DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT GRADING OR OTHER COVSRUCTXXO. TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERDLIZED, SEEDED, AND MULCHED 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR Q. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.-1 (HORIZONTAL: VERTICAL). WERE REASLWABLY 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. OBTAINABLE, LESSER SLOPES OF .1.1 OR BETTER ARE TO BE ACHIEVED. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, 6. PAVED, RIP -RAP OR STABIUZARON MAT UAED DITCH MAY BE REQUIRED WHEN IN THE OPINION SHALL BE STRICTLY ADHERED TO. OF THE COUNTY EAGAyNEER, OR DESIGINEEE, IT IS DI NECESSARY IN ORDER TO STABILIZE A 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE DRAINAGE CHANNEL Z. ALL TRAFFIC COI SIGNS SHALL CONFORM WTH 7HE IRGINIA MANUAL FOR UNIFORM PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. TRAFFIC COI DEICES 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE & UNLESS 07HERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. NIL 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, N THE OPINION OF THE COUNTY 9 ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA7700V MUST COMPLY WIN OSHA STANDARDS ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONSIRVC17ON NOUSIRY (29 CFR PART 1926). 11. THE SPEED UMITS 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 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR 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 ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: PROPOSED 1' SM- OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND OATH A VDOT OR COUNTY INSPECTOR PRESENT. L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ROAD NOTES ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. GRADING: III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF 1. THE LATEST EDITION OF THE ROAD do BRIDGE SPECIFICATIONS, THE ROAD N BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF ROADBED BASE MATERIALS. TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PAVEMENT DESIGN, PRIOR TO PLACEMENT 0 F TH E PAVING COURSE OR COURSES, FOLLOWED BY FIELD 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFAPAVING COURSE ASSOON ASPOSSIBLE DRAINAGE: vL CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. THE FINAL INSPECTION. 2. S I ANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) TING VDOTA MINIMUM OF ONE WEEK PRIOR TO Vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE EACH OF THE ABOVE PHASES OF CONSTRUCTION SCHEDULE AN INSPECTION. NOTED ON PLANS. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING A POINT DEEMED AS NATURAL WATER COURSE. ELIGIBLE FOR STATE MAINTENANCE. PAVEMENT: 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 WALL 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. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. N THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WALL APPLY. 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. EXIST. GROUND 4' CONCRETE - SIDEWALK EXIS7'TRt7r1ND S• 1 4' YDOf 2/A STONE BASE EXIST. GROUND I'YPICWL .1VLYUH.H0WH0OIJ A577M:67' A5667YUN (54 - X/#- TYPRrAL &r1B1IC STREA7' SAtTIOAr (ARWLEDA DRIVW ANI.EAr ROAD, YAYA'RS NAY, a BARL[ZdY Gl2l/l7TJ ITS--SSAR RZY1"AT/AL d Y1160 T/SR SaAWjV1 VA1 577P61T ASSIGN SP".a l6 All PURI OAT sim ONLP AOf JrV Sr" NOTES: 1 SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE N ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS SEE SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. .,'::`.mc _ MOIL PROPOgD LANDSGPN. 10 UTILIZE OUTER 3 OF PLANING STRIP PER 3' CLEAR 2OME REQUIREMENT CC-6 O. CURB It GUTTER CLEAR ZONE I• y 2 �( & "TING STRP a• a00W 4' UD-4 I JNDERORAIN BASE -4 12'- BIKE LANE (TRAVEL LANE) POINT � CG-6 (IF GONE FINISHED GRADE CURB &GUTTER T -�0�- L _J OJEAR ZONE I SWE'IIIIf.IC (((rR'RppgllNppl\tttlll\\\tltltl SLI FALL f 2 _I f' i I }7 EXIST. 4' UO-4 U OR •' RANTING �i STRIP 4' TOOT 21A SMASE S S70AW BASE AM EXIST. GROI3M (TRAVEL LAW) 810: LAZE -6 -y 1 36' F/C-F/C [ 61' R/W TYPICAL NEICHBORII00,0 STREET SECTION (61 ' R/#-) PARR RILL^E DRIVA' (FUBLIC ROAD) OS--SSAR RESIDENTIAL & Ar1XE0 USE SUBDIVISION STREA7 DESIGN SPEED- 30 NrrH ANOIE: UD-4 UNDERDRAINS ARE REQUIRED WHEN TIE PROJECTED VOLUMES OF -BAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 MD S TOE COVOREIE CP-6 CURB& IX/!!ER PD,NT LY- CC-6 & GUTILR 510EIE4[1( FlNISHED GRADE GTZKU .A E E705r. GROUND 2W SURFACE 2� yI 5* PLANTING 4' wor21A SDP 4" 44 STOW BASE SUBB.1� E7GST. LRIXAVD �L� p 5 8 25 N' I (TRun WE) (TRAWL LAZE) W PLANING SW .AIL 'i.._ s./• N' TZI TYPICAL NEICHBORHOOT STREAT SAMON (49 A R/Fr LEEh'AJf STREET & *V".r DRIVE R/BLIC RDA! CS-SSAR RESIDENTIAL & JfIXED USE SUBDIVISION TRBART VrS V SPEED,• 25 XPB NOTE: RIGHT-OF-WAY WILL VARY IN LOCATIONS OF THE BUMP -OUT PARKING SPACES AND AMENITY SPACE. NO ON -STREET PARKING UNLESS WITHIN BUMP -OUTS AS SHOWN ON THE PLANS. EXIST. O Dtl EXIST GROEPID ASPHALT PAVING - MILL/OVERLAY NO SCALE B B mm�mm�mnnnl„mtnnnl>`Iml �11111111111111111111 hip ll IF r.«...fir ..4,r • • �t,+ • I • �n'� ' �}�%ti��' . ��' �Y11112 1 � 1 1 • � , NO SCALE CC-2 I POINT OF C/L HNISHED GRADE CS-2 R/W 1/4 :• V 1/4'• 1' 4 r S f �g �1� N1' i 10' ■t4 f (TRAVEL LANE) � (TRAVEL LIE) 1 - 20 F/C-F/C 22' PRIVATE ROAD R/N TYPICAL ALLer ct P)YvATE STREET SECTION - 22' PRIMATE ROAD (PRIVATE ALLEY / P)ZfVATE ST"A7) 15 JfPlir DESIGN SPEED NOT TO SCALE W.ILENT TRAVEL LINE TAD( CUT THE PIIOPOBm CO■IIBRTOd JOINTO■1N0 A IMMLT "FIBER- PROMSED ISFiALT LAKRS El■TIp ep/.Y PROMQD BU■Aa -------------------------- SVACRD SUe01KE CONSTRUCTION JOINT DETAIL ® RIMO'K EB MNN.T LAYERS TO EAEI'M !VEAL AND Kill RDH MEOPORED ALRHLr AvEKa .vrn ® PROP.® LBBILR] I )X NCF THICK ASPHALT $.uFKE COURSE :KE WEE n IF ii o"AP1eT IN em e� DR OREES A SIX NOTE CI$SM. To ANIT THE rML THICKNESS OF CAMIN; AswLaT LAYERS NOTES, I. ASPNA.1 lllk ,pIENI WpDIEW SHAAL HAVE A FARESE3.T OEOJ N ACCCIID4CW Yr1N EIRI' VODT PROODIIES AMIDE .VMDRID I• THE LNONYffP ]. rN,KIAYyEIKy[ •ITRDCM � OF RTC E IAND A�pM. l�OOr'11NQBTSmNr�°(P FIDICh 11.4 SIp,IFQN� IN TT E FAX M]M L.LYGS OI ELSENG F♦vMNr D PAARP♦RN orTHREE ERS TMEEDMC GHSLSW.L E ®NYD MT J R O sTH IM M/MHIA0S VK TO DETERMINE THE rrx Mo THICKNESS K EXIST'FE OD •. THE RIIMAMEED ONT &lr�MOE'1Ei vctr eoV.ICBX' Art![Eu n Ew�"RtD nrf}c n 'Ew'� wr'L M .aHAlr ulfArc cD.a$E rc wra THE S. rK Baca 116gAR T,{ IAysp DEPTH OF THE EMTMESIT MJRTOt .NO FANT TO TO M Vt AN KOTIAKE IAVLBR CIIOS M B. �}N[ TEV [R1PClATvy�2E�a^�NT�IMRHEXXM i♦AND HARDER,& M,HN THE MIXISECTT ,UNITSS MALE SE�CIrtSI. T Ay�A "TTo THIS AM1O[WVa CP TK Ba1SLR EMCSIGTI]1i TOX3•llAu ![ R!'CO UfR g4ECOT lTh4GMT[00[ MSK<OID';tC .SMDM IDEQlIK10rt3 OI "T4. "' yt7 AN'B ASPHALT PAVEMENT WIDENING RO KME nI T FOR WIDENING SUBJECT TO TRAFFIC a� REDS of .M�xA aFARvar a IRARIroY.rATIN rS 2016 ROAD d BRIDGE S-NNDARCS NOTE MX AIC06TWN ACECE MIVTE LERMMR., a EX'm iQ055rflP pMO i A•'-. GENERAL NOTES o STREET MwroAa SAY( `KgA 1 3 IRRDIR 10 OL A[ As 4MRli RaNT'IAY RE HO 4 al s..aEM a FOMB a YREx LAID oouwCE aTTN eraMMD tta IRNO45 D BEAR OOfM ON FL04 a R-1 TK C'JI[ IKL 011 rNB "MaNo a TO E c MATED 0 NA*M THEMOUNTAINS,CLAIM/ .2 OF CL-e d-KWWW. / t' D .ram c. �aa[I *MAP EN ro Z LrERALN THIS 1 - - - - NOR N j MERRL MAWD SPICE D MAMIE PMrMN, sm. er rDM1R.c-ro -0 T4 FILM IMF +� rM ✓t a64PI M q�w P•NaL1mm C.PMLM �' I �, arLADAY N41F➢ M WMa[ P\v[I[Vr NNCw CM E OF'RX N THE ENTRMt.I a RAMS OL ON COMBINATION CURB Y4 EDITOR _ NOTE. RD'H T r-0. M ME W MARINE ROAMAY �,NTNN COSTN N(CD QreO TK RIB TREE IBII�MI srcNM ON TY"c' werw. A IVOVia,. RAN VIEW EN�TPjRyA�NCE NOTES TIMIC REEM[rll I�BNTR N, YI Arm ID'•'(1DDrr'RRrRV-LH NNLK ROAMAY 4pRE oNFFC •K CLITH DO, BOE,HLLR aOr Rba3 R, PMABOC CJ1K I[NTRMC[ 04.+, arin 'I< W l! OF 4 RAOSI.ORD oF�TaOF Ra w B-m . ■ _ _ y W$ASCJ TO r. rsEE caul B MAN" M[ -O ,RAT[ MY J1NWIO, O A now y[ _ 1 T[[ WDINE RO,MAY -- ------�- ID R LNIFTHE frrvR l� ICI FROMM M9rM O4W0[ AMSE es WL O T M ANY allE Mo I.- . CI. ANY Ions N TK A, I A, O AX, .-A. F,,w,l 0 10RSI ET A Ml- MSF Y4ARS M NET IRICIda STREET !"Aft 2W, IU COIMECTYNf. ' cD1ACR.I, wmwc[ INTERSECTN]N NOTES a MIEN CG 16 VIED FOR STMI CONNECTIONS. THE ■ CDYST.T CR,OE OJAOS MYTH A a/AABOC CWY[ OR[EC,IW Wa' BE OSORED N AL MEN B IN POS NO -JAI MNNJ'HF REOLV&YTs OMONTYYi "Or RDM ono' AABIR HIOIONG sro•ws: SECTION A - A 101r MOMME Au 4 VWE IIEO}TLYTS l �IIOLa r-OMER MT I,FOIC MRi rf A 'I•�` °I'NTnisECTT. J•oN IYn,w. N.wQ THE IA.IP B ALLOWABLE ENTRANCE GRADE CHANGES IH CLASIAD �'I �., -.wA. =6 •.. 1 SECTION C-C ENTRANCE VQOa LRMC pMa 0.sNWl" YEL,44 HMi RYR nAM BRED NN m sas as Bs DLN BW LaYE .as! ,Hw sm wO MUM sat et MIT 4LONFl[ atRAME (PRIME IM,a B .1 .wucAu ro IT,EEI CONNECTIONS METHOD OF TREATMENT Ann NO`;I°.TND nM,MN. mD (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) m.00l MIT Inn , o VaDHA DEPARTMENTOF TRAYEAMIATCH YaIB xiiw 2016 ROAD ° BRDGE S'ANDARBS tt,a__j MOTE== s (({W DAM RLLPs CrTMI a -c pL,wNo- GENERAL NOTES M• MN YY IZAM ,OPTM N r[L9 N(l� M 50.ML YMTS1 ED! RNEY Ro+RED IRE-! DI CL-a N dcd "ETU • IM rL.CT.E XFIIYL 1M. BE NpREn XV 1RINPJrm DOfs. OIECII XwBNC LMAOE IAI.R X sONB[ VAD51 LACE E- ' IBP,E TIDE B A RIEMY MY YM 4B 9pAO 1 Ull".M XYaREC SLLL n IN.. M WRBIIS INMVm lNr TM M B'A'MA I°'OI EACH WIB M "NI. MIT TABLE WMNC RfA21 Po TS NOT LNrte SMALL MTT THE KOMPRIF 'S O TK WC. MV5fM IN M12 OTECIAMT S .&. R,t WB M'• ,IIJI AMMC ! ACE All i1A1L BE SMItITEO 10 f SIWM N° SA M .. . 4CIM ION AUFOVx. 1 S.O'rG SEIFS O CU1B RNP wT f IWf➢MAIOLIrHCM1LT MIM 14M A' ILDON OR B" JSNL P[IaRlBLC COMrRx INN .CHI WRIT REPINED YRS. a ♦. f RNp FLWX . 1YCK1 ,.ES W51 BE \IOgYD ICI ME- I % 14AT pa,IS FLAKE SSLS CM BE CA[i M RACE Ar'd PLACPIFN- O -B'1 JIM PKus ..o DEN, wEus N.tHE L RILL BE MMB A+. TYPE A 1 R[OMD BARS M[ •o N NO ! Y e PLACED1 QD,rw 10 SENIOR X ONG WIN mc! OFm[[ RMP MOOR. AO -DEPTH 0'RBP %Oa. ARMW PERPENDICULAR CMCKTE WIER 1VL . SC� S. CAPE I C. AHD CUTI[N SLOP[ TRYNTNM MMCOR TD NAB RIPS All[ YQIlYO M PLYYDII IRE CLLM . OM MO LVTId.T. GAFF RIPS MC le S LDCAI[D M SNCXN ON LH RNO DII M 011[C'[0 .3,1BY K INO.EER r Mf o SC FNVQD A- N-ER4Cr01S wNEWNERMY AMESESES SOLE ,1[ SOMI 1 OF MXIITICIN tvnx_ B'rC1 *.I PND OC ACIIIP 9 D.A4 LOENO.I. TH OI .IDRELTRE OCARD THN .1. CaeL3X E, e, TH Ex]\EEN. ND SHIRRED NOT TYPE W LOCATED KF MO INCLE $TOE lK9 IXIIING VP" FREE TIRE .`MMr$ DROP NTH. ETC. KCEkWt RWTEs Nava A AW'NYOIS PARALLEL LK"y�EBSssaET%°LL$eIMMi ASSISTANT Or; FIAT L TLY THAT SPATH ArwIOACHED.. oiTMEO ANDUSLD BY .Nasmx.S. a R wr B[ N/,Qs ON RANI pl IN1yENnw 5-w- AND INAT rF TI,�gIMIYJ+" AO ln� PrB MEIB! ! FV.QL' m T.f ma Cr TK RDSIEIIX BB Al. C,O. O NNE CWB DN.KIG e 'PfIPF�1N n TO XXa® ' =B X� a rH[A �Oq� [ �EEBV I5 IILOL \R(N .E CXI MOICMIBI •TO TRAFFIC. ' II TB[M-U. COT! YX M1�AiD .. ,1141IX TRAFFIC. STANDARD cCfor O cwPN EXTRrxa Puw ♦+•_ y TRAFFCI FasT� `! EOCC O FAVlLE4".. B. M[yB RAYS wa OLVi IN �pLNR��py n"- A NWCI USE FA'1. I,( WYY BBrI. sNXI B[ 1Hc LFOIN or lIC sNXaO J4 PAIN Ai X X . $Mf M KO OF CIM IL Y.[M ONLY oM CNW RAAP s rED BID (tNSaf° (OACONB L TYPE C "EASE A CA R'LAR AREA swll x Ma�O ro .A M A MM.M Nl� YY NTMIT LBNc . IK TAMC... THIS PARALLEL i PERPENDICULAR InLa 'A P M IB.NLAno mW b R ML CASES NILRSa A O T l". B NI. I COX"" EAD4 �., n1XM $1Ral �fEC,sE a E COA[CIIEB.K L"' EIIY< fA[E STUB L HAW A FACTORY BBBB OR E FELD -IBOFEC AS RECOM.EI M BV 14 UM CT MEIN r0 MYC" VD O O O O O •([ B\eY O eueB ` + 0 0 0 0 O O L,Ea,O ,DY eooeo oee0ee0 -1a ... . o 000000000D 0 3 00000.DoOOD000 ti a eooe.0oeee ;A110 000 000.00........ MMYYpp ��..--++�� _ o Do........... g[ RBMk--j I 1 If O.1Ml�l$_31_ OR a. a4 LIVEiT VNXXYF FIL RIBP M1OW r kid -� DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ®� CG-12 DETECTABLE WARNING SURFACE G � Alo I. � (GENERAL NOTES) 'MARE. DIPBNLpi 01 TRBISFOf1AnCI1 w SOS SNOW a a NEXISION DATE o)I.s a.a as 2' SM-9.51 SURFACE COURSE \ 1' BINDER INTERMEDIATE COURSE 7' 21-A BASE COURSE IIIIIII I I I I IIIIIIIIIIII III I I I I1111111111111I III11111111I I I III •��1111'11111111'1111111111111 COMPAC SUBGRADE ASPHALT PAVING - ALLEYWAY NO SCALE 4" COMPACTED AGGREGATE BASE COURSE, VDOT /21 A 2" SM-9.5A SURFACE COURSE COMPACTED��_ SUBGRADE f CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PATHWAY DETAIL NO SCALE i BBB S NO ON 11 1 NO SCALE o1Co•tl {� InvenLYle I R1RSM TI g1N6nl 1I T2 I Tr� Bu 4in'N OP10'ti AVtlS,reYbaIRiBIP� Hallam d M maYlobwabpf of �su"Aase POHBM a mNmum MDl of TNUea is m.riai,cd RONtop Curb A as 4 NOTES: T THs ,TER MY BE FORECAST OR CAST N PUQ. ]. �y:0 R0.A4 UfC6i IN PLACE. a. CDS300 9ATI{py1 ACARS 11, M70 HAVACIL ING OF CLARS' A AREAS SHALL K PILDfO1 BE LR/°K ICOL■rNTON CUB B WITTY. A. TOM 4 I, lFTH SrMLYIB UWADID ORA,H L.ML THE BOYTa OF INSIllWrnR B[ CO6TILlCRp PMMLTH !O TK BLOW colas[$ MD m THEDEFTN a THE PANEMENT. 1 KLON�[ �DEII TOR M 4Y O CDi N �I� lM O NI,T Q/OMCALp1,M M N THY A O R O10 iA1B11101N M4CTd1 A i • M ° :'° ►°• f TF CONTRALTO( COMBINATION 6" CURB AND GUTTER Sa SORE v1Ra4A. DEPARTMENT M TRBSPOITAIKN NOTESI I. THIS ITEM MAY BE FORECAST OR CAST N llt. 2. COICIIL IE V M. Q16a N W C l M FL.4 ROOD Fe I FFFCAST. a. Dab HAVES ^ RIpS O ]f10 FEET .R LBB YLOS rPC[ O OA®1 RL K PAID FOR M R. TK a➢ M CUB WY BE IBDIA.SD As MIDI M VIDE TIN) IN IT CREASED IB YTIO M O-LEI•l WI C OOI1 THAT HE NRm a�F�IEI�RRe�aEr[i1�E Op^y�ry�[mlpl$ypMy pTVRgSVE9AgML IB .W1U6T1[M N TE 4 NO 6�TO R MI°E FOR A DECREASE OR M MOEASE N DPrK 1 CFB U M TEED M IBMMAn SL I M THE, lDIYIIIS 101 M-B AS SNDM N MF[MO A O M VDOT ROAD OF&M WWYL. N TIE KCRO( OR 0S URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED STANDARD 6" CURB • vNtMA Of➢MIMNI OF iRNEFOf1AI LM A RY®1 DATE 1 90Ed RVNOIRVNSN DAM SaM SCOTT/R. Ct iLLINS71 Lic. No. 035791 �A A 03/22/21 f m Vl w rn Z L aN O O O Z O to u U) N ^0 w f o m z �..� g m rn z > g /Wj ce LU IRr tn z w a 0 I\ co 0 16 .M 7 U `y C / 7 d O Q M a z L 3 1•� N o 0 J n W `o Q ` w 06 ■ D Z0 C L n W 0 l- I^ �A I o n J J Q 8 I- L �1 W A C I__4co ED � U zO I• -`ME 0 1 , L^ 1_4 LU a 01 1�4 O 0 C W Q a c z /� W / V A Z J W ►J-I In T Z i - L) O OH 10 11..1_ d 0 O n J Y x x v O w O O i cc D Z E ~ w O w J w C (3•f�) LU IT O Ln O JOB NO. m 112066 T) S C CAL-E c AS SHOWN c n SHEET NO. B n 8 IS zD ,,,< ♦ OVERALL SWM PLAN FINAL j ♦♦ FUTURE BUILDOUT ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� I - I' ♦ SCALE 1"=200' ♦. y:4" ` _ ♦♦ - -__� ♦♦ '\ ��-y-,�- _ - I , - X LOT v6*.Ji - \ 1 - , ♦♦ _ p r_ p7 LO, LOT LOT LOT _ / LUfi LOi LOT LOT ^ - I LOTvx7* LOT LOT 9x v LOT -�� I LOT �_'- , tv9 vzo axv ,I I _ GRAPHIC SCALE / - 9 93 .. va aag ua LOT LOT LOT Oi / / t L\`� \. _ �r LOT LOT LOT 9e LOT F\ / � -� �-� ■ I as ♦♦ L87 r Lor I 6 LCi I N� 31COTT R. NS i Lic. No. 035791 03/22/21 _ xo IN FEET �..�_...�. _ xo1 LOT LOT ai i ioa f •• ■ 1 e LOT _ As \ 1 inch = 80 fI. rx " .\ \. \\ ■ I LOT v.* I Ci ]! _ s 51 LSeT oar LOT \ \ ♦ - ``-�� - s9 Lor J \ m / _. m / L6ii LOT \ / _ a3 LBx1 \ l - _ _ �`` 9e S i - 1 - �. \ \� T - _ � T � e l I I / LOT l - ♦ \ 'ai h 1 fit It LOI LOT I / Y � O 1 I LOT L`I '/ / - _�. -- I..♦ .. ♦... \ \ \ \ d I '. LOT VY* I ! � _~ # � -.,- .., •♦ ♦: T 151 OPEN SPADE \ I I LOT 133* -- ` \ /t66r LfiT ! / \ ■ ■ ■ ■ - - I •/ II, 6111111158 ■ �v \ \ 3.68 ACRES s w L eT Lam._.,-� - -.. / �` ■ \ ■ ■ �OYEN SPADE' - _ _ .. \ - - \\ . .! LOT LOi LOT Y. LOT 73 I UTA _ • / Lor ss n I l 1\ SFD / I r TA ■• s Ltir sa /� ITT LOT - LOT>♦ TT 1 : LOT 6F FA n \ _ A Z l m I LOTgt • Ta wr -,. LOT s! /'/ / LSFD4 LSFD2 APPROVED �SF D� $ T148 / �, \ / \ O I . Lm,x / / FINAL BUILDOUT DA #1A 0 1 - SFA \, -IF J- f I lore / i Lor xe Lmxa �/ / 21.64,ac. i / _ 9P LOT 132 .\� /�/yam\ I .__ �� \ \ \ O Of f I I \Tw LOT 75 \ Il CN=80 & TC=0.23 hrs. LO p7 I / 1Sv SFA/ / L SFA 7 .../\ r ..\� ♦ 1 \\ \ ) III\ of Di Oi SFD LOT 71 I / \ \' ♦ \ \ 11 ''/ LD ,. O 'LOT 133 / \ t I �� ♦ \ \ [ a6 LOr \O�za _ \ 71 / / LOT 70 / ` �I :�u/ 'AjL SFA / / LOT Z i / �( `/ r/ / - _ / SFD ^ LOT 66I \ SFA l:.l I _ . \ \ ^ 0 ,• \ / LOTn/ �. I / '` / / \ SF \ LOT 61 •o r r , \ / sa I 'LOT 130 m i i V I - / / L� / , // �� SFA 4G0� A SFA G� '- .OPEN, SFA S _ _ 5- A / / / '�� I / LOT s6 I LOT 76 v I v LOT6� A �L0T 135 P 'SPACE'M. '..I __ _ A w L \ : ' / SFD _ LOT 6 ' fieN SFA \ \ ;: �Q \ SFA OG,p0.07ACR \ \ W I J ` \ 1 1 _ _-�1 _ , LOTa1 � �i .� - -�_ l / \- e / j �' .. :.. e..•. \^�` / \ \ LOT6\\ \ LOT A/ � O I a I �I ■ \ t ■■■ ■■� ■ ■ ■■ ■■ .c ` I 1`,` SFA a \ j \ \ ■ - _ -�,.�/ LOT j LOT\ ,. I ■ \\ _, , \ ..T. ,-' - :: •. >. /'�/ r / LOT 77 / SFA \ i 1 A --.-...:.. - . .. •..: L. �I / �vl l SFD / / 'o I 1\ / / - - _ PROVED _- -. _' � , --.• /! ' - _ / " r 1 Lorr\ • '- \ / I I I Outflow Summary: (2 Year Storm Event) AP 1 - Lor \ ' "`' LOT 131 I 1 1 1 L-_ _- \ L,\ \ • 1�� w OT IB SFA SFA Pre -Development Post -Development SFD LOT 79 LOT 131 / P P / \...a '. f to / fi:' \ \ \ . \ '-s /7 Lor ri I / / SFD I I SFA// \ \\ 'LOT 138 \\ '\ •\k / l` ",',l �I:/T .. / I LOT 80 ola ;n I /LOT 130 // \• ' SFA - \ '•] :'�' /�/\/�� SFD _ 1 1 _" �� -� \ ♦ \ .'. ::. :. i _ / �'.,/,/� / // \ LOT 13s I __ > / - \ ( '�,\ _ •..•. /. TC' • • d 1 7 ; LOTY •�. _ 1 1/ �' r / \ \ / -- A/LOT 129 J 7. �_ \ \ \ ♦ i.rf. �/ O'OFO FvO:JELEV.-1 0' 7 �r •� ♦ SF F / / C \ \ / ♦, ♦♦ O \ A / \ , LOT 140 Q` k DA'1A' 8.49 cfs DATA' 1 0.98 cfs DA'28' 1.89 Cfs DA'2B 6.97 cfs DA'3C' 1.81 cfs DA'4D' 2.25 cfs J i \� \ ♦ a:/ / 90 F F w Ll tLE /; o� r \ SFA/ , 1 LOTS N',- / ,♦ _ L' LOT _ I - Total= 15.46 cfs 6.93 ds _ \ \♦ / / n, Lam/ ♦. _ ♦```��%_ LOT 81 � /• I f- , i ♦ LOT9 SFD ,. `� 1 \ , SFALOT \ , LOT _ UFA 1% / R _ �/ I SFAI'' p Outflow Summary:10-Year Storm Event APPROVES - ment Post -Development l 1 = \ \ \ �, ■'� % or ez o m / \ LOT 142 4 Lon4a % Pre Develop SFD QJ 1DD' OF OLF W/ 3 ELEV.=3' & S•9 , LOT 128 \ \ SFA FA I SFA ' x 165 OF CF w ELEV.=$' .✓ GGt SFA L A �� - I- __ �j-1� ■ / l ` - dY O oT 125 I /MAW SFD 0 SFA DATA' 25.44 cfs DATA' 1 7.58 cfs DA'2B' 16.50 cfs DA'26' 27.79 cfs DA'3C' 4.01 cfs DA'4D' 4.54 CIS '-i V \ F- o m 0 \ \�_ APPROVE FINAL �♦ {p Total= 53. 32.63 cfs \ \ \ I _ -_ _ \ .' �fV LOT 123 J II vvQJOv� \ BUILDOUT A # 1 oT7 / ♦ - -- sra o yr ♦ ' _ - LOT li \ \ 1.22 at. i -_ I - - -- ■� ♦ LOTS 4 - = " 414 SFA \ A] , , . ♦' IfF.L� .' 23 cfs \ CN=76 & Tc=0.3 hr51 J, 'I I I SF_ a LOT 5\ ♦_ - m , II_ '- _.. "--. :' .... '" a a SFA \ �. .�` '\ ' ( \ \ PROPOSED l I EL0116 Lora , Lols I toTc .. _ - -- -- Lor9a� ` .«, Lor1xzY011 ♦♦ /// \ \ UILDOUT DA # - ' ` r� ♦ s \ \ SFA/♦ / _ I I T121 , J 1.34 at. I ._ `, � r � ♦ LOT es , LOT9e ♦ . _ _ SFA 1 A LOT I LOT 93 v SFA e>u i SFA P'QZ' \ �\ ' ,\ y. (\ ). I .♦ _ L0FA - ♦ \ ♦ LOT\ '4p.-y�� ✓ _ 1.\tLT- 5 & TC-0.30 `t F5% 3 i 11` \ • LSFA9 LDi190 LOT91 L0192\ SFA \ SFA \ � � \ /T 120 , � � `V P" ♦♦ ' / ♦ ' S6 \ / ols / I SFA \ \ ♦ LOT 1\ \ / SFj \ o ♦♦ z SFA \ .LOT 119 9 ' - / / M _ \ 1- \ \ _ SFA4W N L c FA \ PP O�/ED IN L LOT , - _ �-�D r A a - C.-' % ♦ LOT ,� � � ♦ I � � Ili SFA / P SP \ SFA \ _ .. ` 10 `, ,, I O EN ACE E LOT 111 r ' / LOT 118 4 / OPEN SPACE LOT 112 I I I \ LOT 103 ' nss SFD -' +� I \ w PROP 9E FINAL 1 \:. Lor39 1 ` c• spA SFA 1 D L SFA 9 0.0 - ^:� - N _ \ / LOT 1 FA / I i -'--�- \ 0.09 ACRES I SFA ILOT l O8l LOT 107 \ \ LOT 700 �U1LD(jUT l�A #4D \ ♦♦ \ j I I SFA SFA SFA \ -�\ \ / / 6s�\ m 9 AC _ \ ` ♦ \ S LOT 11 ICY) z / 27ac \ ♦ LOT 10\ O� LSFo7 / N T\\ - / CN=78 & Tc=0.19 hrs.,\ sFA /j' pawn/ \ / / N 66 Q ws LOT SF\ 100' OF LF w/ A ELEV.=3' \ S \�UCRp'At) �F- OJp�` SFD // / � •• � ■ w / Q � 168 Cif w 4 ELEV.=14 LOT 115 \ ' • - _ .�\ \ LOT.. _ bse�\ r FD 4 LOT 114 ���.. A / � WLU \ ".\ ♦ \\ / „ ■ ■w�►♦ V ;►1♦ FD ,,, ♦� o��i \.\ %�� , > ~ LEI I �� \ 1 ' ♦ \'.. / \ I I e+a LOT _ / •. \ \ \ - - �1 LLJ I ' a �__I __ \ \ ♦ SF '� ♦♦♦ H Q \ ♦ GLENBROOK of '� �♦ ✓ ♦♦ , ¢ z \ ♦♦ PHASE z L r.'..' '.. 11L SPAc� / \\ OJ t--t ♦ Z \ �' �♦ J \ ♦ Watershed Summary for DA 3A: 2 t ♦♦ \_ I I 1-yr, ds 2-yr, ds 10-yr, ds U LW \ \ \ /� +`` Approved Pre -Development 6.86 8.49 25.44 W H \ \ Approved Post -Development Routings 1.48 1.61 2.39 Y ROVED FOOTHILL PHA" Full Buildout Proposed Post-Dev. Routings 0.94 0.98 7.58 APPROVED W LU Note: Per the approved 9VAC25-870-66 calculations, this development meets channel 0 /, ✓ protection compliance by having a post -development 1-year peak SCS design storm outflow less than or equal to 1.48 cfs. , Ul \ APPROVED FINAL BUILD OUT NOTES' O DA#1A Final Buildout Impervious Area Summary /, _ ■ 1. THE LAYOUT SHOWN INCLUDES THE / _ _ � ' Roadways 188,477 sf LLI ` \ \ l Tom- 1 PPROVED FINAL BUILDOUT DA#ZB 5 M y GLENBROOK AT FOOTHILLS SUBDIVISION W J • Sidewalks & 1DO Driveways 102,924 sf CURRENTLY UNDER REVIEW. A FINAL /, I \. \ �\ ■ ,J/ �. rl I I 13.415 ae. 5 Attached Lots where Half is Captured 4,600 sf SUBDIVISION PLAN 15 REQUIRED FOR THE N \ \ \ `!` ♦ 1 _ sue' CN=76 & TC=O.Z4 hrs. 6Detached Lots where Half is Captured 6,000 sf AMENDED SWM FACILITY ELOPMENT OF THESE LOTS. (LEVEL WET LLL I_r 'm lift \ ♦ / • ♦ .�■■ I- - -- 1 -VI t PROPOSES,FINAL-BUILDOUT DA " / 61Attached LDtswhere Mostor All is Captured 112,240 sf 2• pOND)WAS S12ED FORAMINIMUM DESIGN r J 'f� _ \ \c ♦ ,(/ • �• - - _ _ II _ - �3 38 ae / 3 ♦♦' 22 Detached lets where Most or Allis Captured 44,000 sf TREATMENT VOLUME OF 68,039 cf. THIS v, • � IN ♦ / ` \ \ 5 • ,!' • =) (('' . _ - 1 i ON=76 &ii O,Z411i5. ♦ Approved Foothill IV lm rvious Area 16,085 sf VOLUME WAS CALCULATED USING THE �� \ �_ t� I I 1 II / ♦♦ 474,326 sf VRRM AND ASSUMES THE FULL BUILD OUT O \ �♦ - - ♦ I!!�' ■ 1 I / / ' Includes Park Ridge Or, Glenbrook Subdvision, Eastern Connector SUBAREA CONSISTING OF 10.89 ac. 4,\ \ \ \ ♦ - / • ■ I I I ♦ IMPERVIOUS AREAS & 10.75 ac. OF W O Road Ext.) MEMO ♦ \ / . ■ I / I I f; - s / MANAGED TURF. THE CAPACITY OF THE LL ! 1 GARL OPDAIEG FOR GIEla11100K aFinal Buildout Ynpervlae Aru Sunmary APPROVED FACILITY EXCEEDS THIS DESIGN N �'�\ ^ \ \. 1 ''� 1I , __ / ♦ . (For Water Quantity& Quality calculations) REQUIREMENT. L.L v I ,\ I_ ; // Water Qualityand QuantityCalculations 3 THE PR PWELLUENBTILIZ SWM AGILITY #2B, Roadways 97,477 sf BUILDOWITHIN THE FOOTHILL PHASE IV PROJECT. \ / /v \ \ ♦ Sidewalks & 15 Driveways 27,948 if \ ♦ Y 1 � THE EXISTING DETENTION BASIN WILL BE �� \ 36 Detached Lots where Most Allis Captured (1767 sf 63,612 sf p T I ♦ / UPGRADED O A LEVEL WET POND. 0 C / \ , _ , / \ \ \ \, ,: .,.. 4 ._.. :., I � - -- ' _. "♦ . \\�\ \ � \ \/ \\y,\ \ - Approved Foothill IV Impervious Area 49,658 sf 4. THE OVERALL PROJECT SITE WATER QUALITY Q O / ♦ \ Proposed DA#28 Total Impervious Area 238,695 sf MEASURES WILL REQUIRE AN ADDITIONAL (\� \` , ,' \ \ ♦ ,. LI y\ �'� �'\ Approved DA #207otal ImperviousArea 245,179 sf 1.71 LB/YR PHOSPHOROUS REMOVAL BE O \ -- _ •� ` \ _� oAR3[UioATEG Fd1GlENM001(IFImI RWidwn tripervlww Nea Summ NETTED THEVRRE THIS LOAD WILL BE // arY s TREATED 8Y PAYMENT INTO THE /,' ` ,,won, i/ \\ �y �. -. ',1 �' a`I _ Ste` -\ /IFor WaterQuantlty& Quail ry Uku lotions) } LICKINGHOLE PRO RATA SHARE WHICH WILL M� V \� For Glenbrook a[Foothills Water Qualrt &Quanti[ Calculations REMOVE 30%OF THE 7.89 LB/YR REMAINING W Binion Drive (portion) & Road A 10,449 sf LOAD FROM SWM FACILITY #2B (2.37 LB/YR), Z EXCEEDING WATER QUALITY %"tSidewalks & 4 Driveways 1,000 sf Detached Lots where Half is Captured 1,000 sf REQUIREMENTS.I-j l\ \ ,� ' \-- -\ _ f. ♦ I \ // D SHALL 3Detached Lots where Most or Allis Captured 6,000 sf RELEASE TORMWATER DIAREA #3C AND SCHARGET HE Proposed DA Total Impervious Area 22,6%sf S. CREEK. THE OVERALL CONTRIBUTING T Of = Approved DA III Impervious Area 21,696 if DRAINAGE AREA TO THE CREEK AT THIS SITE a V) IS 134 ACRES. THE PROPOSED DRAINAGE JOB No. `� \\ / \ - \ I . \ DAIND UPDATED FGR GIENRROOK ] FYaFI aWldut ImpeMae Am Sunmary AREAS 93C AND #4D ARE 1.22 ACRES AND (For War.,Quantity &ouai1ty61culotions) 1.04ACRES, RESPECTIVELY,WHICH ARE LESS 112066 (For Glenbrook at Foothills Water Quality& Quantity Calculations) THAN 1% OF THE TOTAL CONTRIBUTING Binion Drive (portion) 7,808 sf DRAINAGE AREA TO THE STREAM A7 EACH SCALE y 011TFALL, HENCE THE 1%RULE APPLIES AND \ s Sidewalks&SDrivewa s 5,854 sf AS SHOWN ` \ / THE OUTLETS MEET CHANNELADEQUACY \ \ \ VARIABLEWIDTSINM,F REST, "`- �/�`�- // 6DetachedLotswhereMostorAllisCatured 12,000sf > \ Q i REQUIREMENTS. AND OPEN �P CE EASEMENT s�\�� OPEN SPN I' 1 � `� � Proposed DA#40 Total Impervious Area 25,662 sf � / / � SHEET NO. \_ - -.27PACRF,SE i - v / \ \ D.Bf�075, PG. 664 :. - ( ION11P0NO ACRESERVEO EOR.'.':' �� �. a P OF y _ Approved DA #40 Total 23,� sf