The URL can be used to link to this page

Home My WebLink AboutSDP202000028 Plan - Revision 2021-12-17FINAL SITE PLAN FOR LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK - - - - SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT SITE TEXT NOTES 10 10 PARKING COUNT 1.00, ---1 DIMENSION ELEVATION -- -- - GRADING EASEMENT 10 INDEX CONTOUR --- 312---- 12 INTERVAL CONTOUR 311.5 x 57"x SPOT ELEVATION 311.5 TC x 578rX TOP OF CURB ELEVATION 311.5 TW x 57"x TW TOP OF WALL ELEVATION 31 1. 5 B W x 57"xBW BOTTOM OF WALL ELEVATION SITE OBJECTS RETAINING WALL HANDRAIL BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER ® ® CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING CROSSWALK HANDICAP ACCESSIBLE AISLE (k HANDICAP PARKING MATERIAL CONCRETE/PAVEMENT-SIDEWALK RIP -RAP ASPHALT 0 GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE -..,x- -x-x-x-x- FENCE - ... _... _...- - ... _... _...- STREAM UTILITY UTILITY EASEMENT I7 .01 UTILITY POLE ® ® LIGHT POLE -a°- °- -W-a-�-W- OVERHEAD UTILITY SANITARY & SEWER STORM SEWER RD RD ROOF DRAIN Oq0 DRAIN INLET DRAINAGE EASEMENT SWM FOREST/ OPEN SPACE EASEMENT - SANITARY SEWER W. LATERAL O SANITARY MANHOLE ----- SANITARY EASEMENT WATER -wwww- -wLwTw-w- WATER LINE W. SERVICE a O WATER METER 0 ® WATER VALVE T FIRE HYDRANT MA FHA WATER EASEMENT GAS - - - - _ - GAS LINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER / DEVELOPER Albemarle Land Development, LLC 1949 Northside Drive Charlottesville VA, 22911 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING R-15 Residential, AIA. Subject to ZMA201900010 and its proffers. MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 5154/753 SETBACKS FRONT MINIMUM: 5' from Right of Way FRONT MAXIMUM: 25' from Right of Way SIDE: 5' minimum unless the building shares a common wall. 10' Building Separation unless the building shares a common wall REAR: 20' Minimum FRONT GARAGE: 18' Minimum from back of Sidewalk MAXIMUM BUILDING HEIGHT: 45' or 4 stories BUILDING STEPBACK: For each story that begins above 40' in height or for each story above the third story, whichever is less, the minimum stepback shall be 15' SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. April 15, 2019. Verified by Shimp Engineering, PC on March 12, 2020 BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005.(Community Panel 510003C 0145 D) this property os located with "Zone X" (unshaded). Area of minimal hazard. RESERVOIR WATERSHED This site is within the North Fork Rivanna (below water intake) Watershed. This site is not within a watershed of a public water supply. TRASH DISPOSAL AND WATER & SANITARY SERVICES Each unit shall store trash in toters which shall be located on each lot within a garage or a fenced enclosure. Water and Sanitary Service is provided by Albemarle County Service Authority. STEEP SLOPES OVERLAY DISTRICT There are managed steep slopes on this site. Locations are shown herein. MATERIALS NOTE All curb, gutter, pavement and stone applications, and drainage structures shall be in conformance with VDOT standards and specifications. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. 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 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt 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 othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. 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 contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 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. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." 'Water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe 'two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. PROFFIT ROAD TOWNHOMES NORTH EXISTING USE Single Family Residential PROPOSED USE R15 Cluster Development with 54 New t3 Bedroom Townhouses Disturbed Area: 5.60 AC LAND USE SCHEDULE EXISTING Area % Building 953 SF 0.3% Pavement 8630 SF 2.6% Sidewalk 0 SF 0.0% Open Space 321,118 SF 97.1% Total= 330,701 SF (7.59 ac.) PROPOSED Area % Building 46,560 SF 14.1% Pavement 53,749 SF 16.3% Sidewalk 15,276 SF 4.5% Tot. Impervious 115,585 SF 34.9% Open space 215,116 SF 65.1% Total= 330,701 SF (7.59 ac.) PARKING SCHEDULE Required Parking: 2 Spaces x 54 Units, + 1 guest space per 4 units = 122 Spaces Required Provided Parking: Lots 23-30: 2 Spaces in double driveway at least 18' in length. Other Lots: 1 garage space and 1 driveway space at least 18' in length. On -Street Parking: 15 On -street Spaces Provided Total: 2 Spaces x 54 units + 15 On -street = 123 Spaces Provided SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. LANDSCAPE All areas outside of buildings and pavement within the parcel will be maintained as grass and will be landscaped. The total landscaped area is 44.7% of the site. Street Trees and Preserved Canopy are as shown. LIGHTING All outdoor light fixtures shall not exceed 3000 lumens. No other luminaires are proposed. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not 9� P ry P PP relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Buildings or or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects at 540-562-3580 x131. 14. 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. 15. Pursuant to Proffer #2 of the approved ZMA, a left turn lane may be warranted with any future buildout of the subject property. ITE TRIP GENERATION AM PM Daily Use Description ITE Units in out Total in out Total AADT Multifamily Housing (Low -Rise) 220 80 13 33 46 32 22 54 564 Total 46 54 564 Trip generation reflects AM and PM peak hour traffic. Includes all Trips from future max. 80 unit buildout. VDOT DETAILS NOTES CONTRACTOR MUST REVIEW THE LATEST VDOT STANDARD DETAILS PRIOR TO CONSTRUCTION AND ENSURE TO BUILD ACCORDINGLY. BELOW IS A LIST OF VDOT DETAILS FOR THE CONTRACTOR TO REVIEW FROM THE VDOT OFFICIAL WEBSITE. 1. VDOT IS-1: VDOT STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 2. VDOT ES-1: FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 3. VDOT DI-3A, 3B, 3C: STANDARD CURB DROP INLET- 12"-30" PIPE: MAXIMUM DEPTH (H)-8' 4. VDOT SLA: TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS MANHOLES AND JUNCTION BOX 5. VDOT EW-12: STANDARD ENDWALL FOR PIPE UNDERDRAIN 6. VDOT CG-12: CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES 7. VDOT CG-12: CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION 8. VDOT CG-12: VDOT CG-12: CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION 9. VDOT CG-12: VDOT CG-12: CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 10. VDOT CG-11 : METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) 11. VDOT CG-7: COMBINATION 4" CURB & GUTTER (CONTRACTOR MUST USE 8" VDOT 21A COMPACTED STONE UNDER CURB) 12. VDOT CG-6: COMBINATION 6" CURB & GUTTER (CONTRACTOR MUST USE 8" VDOT 21A COMPACTED STONE UNDER CURB) 13. VDOT CG-9B: STANDARD ENTRANCE GUTTER (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) 14. VDOT WP-2: ASPHALT PAVEMENT WIDENING (FOR WIDENING SUBJECT TO TRAFFIC) 15. VDOT CD-1: STANDARD COMBINATION UNDERDRAIN (AT LOWER END OF CUTS) 16. VDOT CD-2: STANDARD COMBINATION UNDERDRAIN (AT GRADE SAGS AND BRIDGE APPROACHES) SDP 2020-00028 TM P 032AO-02-00-00200 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=2000' IMAGE PROVIDED BY ALBEMARLE COUNTY GIS SHEET INDEX (15 TOTAL) C1 COVER C2 EX. CONDITIONS C3 SITE LAYOUT C4 UTILITY PLAN C5 GRADING PLAN C6 LANDSCAPE PLAN C7 LANDSCAPING & SITE DETAILS C10 SITE & ACSA DETAILS C11 SANITARY SEWER PROFILES C12 STORM PROFILES C13 BMP DETAILS C14 RECREATION AREA C15 ZMA201900010 APPROVED PROFFERS APPROVALS Current Development Planner Date Current Development Engineer Date E911 Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARIATTESVH.LE VA, 22902 JUSTIN@SHW-ENGINEERING.COM Lic. . SMW > 45183 1(LI QJ'� r. FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.20 REVISION: 1) 2020.05.27 UTUM ORDER SE1' 2) 2020.06.03 SECOND SUBMr1'. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE NO. COVER 19.029 C1 \\ 49 1 485.3 1 1 485. I \\ \ I IRON SET / I I I / / T.M. 32-20 \\ I I I I I I I I / ' CWH PROPERTIES LIMITED PARTNERSHIP \ 481.5 \ \\ I 1 1 1 I 1 1 / D.B. 2309-419 \ \ x j ` 485.4 D.B. 726-273 PLAT D.B. 594-467 PLAT ZONING: PLANNED DEVELOPMENT MIXED COMM. T.M. 32-2OA3 CWH PROPER DIES LIMITED .B. 2309-419 ARTNERSHIP \ \\ \\ I /'-- `\ \\ \\ I 1 1441 D.B. 1086-45 PLAT \ \ \\\ \\ \\ 1 I \\ \\ / I I 1 II I I I 1 1 I (i IRON I I D.B. 718-388 PLAT \ \ \ / / D.B. 695-28 PLAT \ \ \ \ \ \ \\\\ i I \1 �,FOUND� I ZONING PLANNED DEVELOPMENT MIXED COMM. S>0 •1p' d NSE TREI / 489.1 \\ \\ \\I /I I 111 I I I II 1 1 / / / 9 �66 $ l I 1 52X.5 1 1 \ 2> Bg / \ \ 521.1 486.9533.4 FOUND\ \ \ \ 534.9 II 00 \\ \\ \\ \\ \ 530.8 FOUND I `� \ \-\ ' \ I \ \ \ \ \ \ \WOODED AREA IS MAIIJCY-DECIDUOUS TREES. \`� \ \ \ x \ I \ \ \ \ \ \ \ \ \ IRON 486.2 % \ \ \\ \ \\ \ \ \\ \\ \ \ `\\ - I �� \ \ \ \ \ \ ` - \ \ \ \ \ S \ \ \ \\ \\ \\ \ \ \\ \ \\ _ \ SET CORNER \ \ S IN 4 E \ \ \ \ \ \ \ WHITE / 9 / / //' - �\ \ /, \\ \ \ \ `\ \\ `\ \ \ \\ \\ \\ \ .\ so \\ \\ \\ \\ \ \\ �\ �\\ / o \ / s3o OAK IRON `\ I / / ///i' \ \ \ ��\ \ \ \\ \\ \ \ \ \ \ `\ \ `�\\ - �\ \ \\ \\ \\ `\ \\ �\ / \\ 4� - SET 516.3 V 1 / / /i %-_ -� A- �� A �v A \ ` 487.4 \ \ vv A `� v A v \ v v A A v ` / J__ \ \ Ill v MAp AG61 515.0 SLOPES > \_ � �\ �\ \ �\ �\ \ � IN.\ \ \ \ \ \/ PJ �70, Soo ru 496.7 �� vVA\Av`�(/\��A A\ \\ \\ vv /rah T.M. 32A-2-1B l I / / / / \\ \�\ \ i -\ \ \\ \\ `� \`\ /O� , ��.\ `\ ♦\ \\ \ �\ - - - - - `y \ \\ �\ M/N/� SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC. / / / / \ -- \ \ \ �- \ \ \ \ __-__ - / I / / / , \�_ ,_--- \ \ \ \ \ \ \ \ `_--'-- ---- ------ - `. �\ \\ B , \ tea/ �`�/ `� l l , ._. __- \ \ \ \ _ \ \ \\ \ \ \ - - `� `� �\ F'R/S \ /.\ \ \ \_ O.B. 1961-246. 250 PLAT // \ �-- ZONING: HIGHWAY COMMERCIAL / / / , / / / / \ �� __-- � \ \ \ \ \ 1\ \ \ \ \ \ H \ � 498.9 -SOO \ \ F.OUNr1.. \\\\ - `\ ` -- ______-_\\ \ \ \ \ \\ \ \ \ \ \ \ \ f 50o / ice''-__-_--_T.M. 32A-3-B-4 DAVID AND SUSAN HIETANEN FAMILY TRUST u, \ \ \ \ \ \ \ \ \ \ / \ 6S• 3 j\FFR\ \_ `\ D.B. 5025-360 D.PLAT 5zt.3 0 % I 1 I l 529.4 _ ^ \ \\ \\ \\ \\ \ \\ \\ \\ \\ \ \\ \\ \\ \\ '' /' \� S�1S'W ? \ \_` ��` \\ ZONB. 699-67RURAL AREAS x I / / / ! I l l x /\\ \ \\ \\ \ \\ \\ \\ \\ \ \ 1\ 1 \ I� // ------ -- - 1�6 - - - Bru �\ T . M . 32A--2--2 \ ---- - - i 51e.9 � l i i / I � 7-.-P�9 ACRES \ sw \ \ \ \ \ \\ \ \ � \ \\ \ \ ,'� / IB (D.B. 25s1� - -- \ h"'o Albemaple Lantl \\ \ \ \ \\ \\ \ \\ \\ \\ \\ \ \\ \\ \\ j /' /' -- IRON IN \- -- / I 1 1 \ \ \ \ / / - - i '� - - - - FOUND _ Deve,YDpmentI LLC. \ \ I \ \ \ \ \ \ \ I I / / / st0 - HOLE D-.B. 1794-107 \ \ \ \ \ \ \ \ \ \ \ 1 I / / / / , / _ -y\-/- 522.s \II 11 1 \ I // --D.B. 439-185 PLAT //' D.B. 5154453 518. \WOODED AREAS MAIN Y DECIDUOUS\TREE. - - - - - - - - - - - - - / 537.2 537.4 T.M. 32A-3-B-2 ------ - - - - -- DANIEL W. GRAY 6 LENORA GRAY \\ 11 // / D.B. 1946-78 1 I I \ / // / D.B. 0 PLAT ZONING: RURA RURAL AREAS \\ \ / DENSE TRE�S TBR \ \ \ \ \ 1 1 I 1\ \ // / ,/ / GRAVE \ \ \ \ \ \ \ \ I I / MARKER / / \ ✓ / '� /' / / / / /' \\ \\ � \\ � \ \ \ \ I I � 1 ,/ ,� / ,/ / M�AD§-TONE ANK 540.7 MEg'' D�TONEs 523.2- x I I I I \ \ // j /' / / 3 //' CEMETERY i'- T.M. 32-30 THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE 1 / / / I 1 I \ / / / h / g // D.B. 4957-252 PLAT DENSE TREES TER h x skzz/ / ' D.B. 1125-111 524.3 \ I 5370 D.B. 972-447 PLA T 525.1 x - _ 525.5 x IRON FOUND / I I I I I l / ' j \\ 1 I i / / / Mp /' ZONING: RURAL AREAS 541.4539.4 7EADSTONEd / 540.4 540.8 �ENSE TOES TBR--___-- _ i IPOLE 1BR 11 \ u� - / / 1 / / / / \ \\\ �'/ / //''/ _- -- 538.9 538.7 / / 1 1 1 \ / '-'S4h4--546 -- x x- .�,, _ �IPPROK�IOfJURI KlOy�wTw /'' ,' / I `\ \\ \ ' 11 �/I \ U.C. GUY d POYRR \ \ �POLE THR _ \II ` _ �\ �w -_ / / / \ `\ / / 4111 I 532.5 \% DENSE TREES TBR /,/' I \\\ \��` \\---__-'''' x %\/®9 ` // ``POLE ib \\ \ DENSE TREES TBR-/ �O N➢•S0 , N'Ur°/ REMAIN X ?BR Tw� 3g ..W 30 - / w .,•,� S3 `�___-' / // U.C. _ ilk / I �AlN 1w- POLE TO y/ Aq DT PgEs� C_�` REMAIN 7800 RIPrr e uw E4sEMF; -- ----- --- � �> PIPE FOUND GUY 533.3 x \ Scale: 1 0 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVH.LE VA, 22902 JUSTIN@SHW-ENGINEMMG.COM Lic. sfuw > 45183 1f�p FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUB1bIISSION: 2020.03.20 REVISION: 1) 2020.05.27 UTHM ORDER SEP 2) 2020.06.03 SECOND SUBMIT. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE NO. 19.029 EXISTING CONDITIONS 40 80 120 C2 DRAINAGE ESMT - 1 MATCHLINE m MATCHLINE \ THIS SHEET ? THIS SHEET BE DED SIV RE y \ •I' / ARE % IS P / TW 508 NEW 0.30 AC SWM TW 512 / BW 500 O ' BW 512 FOREST < 1000 SF PASSIVE SPACE ESMT / G, RECREATION AREA TO DB5602 PG32 / / CONNECT ACTIVE AREAS TW 506 TW 512 — ' B -500 BW 506 NEW SWM M41, qp F 3 NEW 0.14 AC SWM NEW 0.30 AC SWM FACILITY ESMT, BW 506 .� r4 27 F pp 2q2 FOREST/OPEN 1 F FOREST/OPEN DB5602 PG32 < ' 8 OTO N Sp 2 SPACE ESMT SPACE ESMT �' TW 506 '�q 0 TO RF qp DB5602 PG32 1 / q- D65602 PG32 NEWESMT ALONG FACILITY BL 1 �.� BTW 5008 207190 O 0,ER v -;I�r TEMPORARY DB5602 PG32 , , \ CONSTRUCTION BW 502 ✓ • / O / = EASEMENT TO BE ? ! 500•SF MANAGED DEDICATED To COUNTY % 210 LF DISTURBANCE OF INTERMITTENT / m UPON DEMAND TW 5 M AREA 0 SLOPES ' TW 50 ' NONREPORTIINGGPERMIT CONDITONSS NEW 20' PUBLIC DB5602 PG32 BW 5 BW 508 > , _ o\ DRAINAGE ESMT 1 — ' V % , 6000 SF 'TOT LOT' oo / Z DB5602 PG42 1 \ / ACTIVE RECREATIO K. TW 508 J NEW 20' PUBLIC / AREA <10% SLOP / BW 502 / h DRAINAGE ESMT - 1� ,B 5 / TW 514 �B Rp / X BW 508 INTERMITTENT MATCHLINE m MATCHLINE NUTC �Fy �.[ 9, / '\X. STREAM BEGINS / THIS SHEET ? THIS SHEET NEW S \ W 508 NEW 20' PUBLIC AT THIS POINT / WM / \ BW 506 / SF DED m ` rypF °.` / FACILITY ESMT DRAINAGE ESMT T DB5602 PG42 / �i• ARE V % SE P MorCO @ i \ DB5602 PG32 /' \ 6" B RM <OT V. > \ \ (#57 STONE) 01 It NORTHWEST CORNER LAYOUT NEW SW FACILITY 0 2g Cp 2q \` TYPE 3 BARRICADE / ESMT ALO OW< rCRF 2 T o0 00 \ / \ ;' MUTCD FIG. 6F-7 / C3 SCALE: 1"=30' \ `, B5602 P 2 ti / / AVEMENT E NDS" NEW 15' GAS MU D R8-3 � \� R �, `� � �., 2S /� ' � 4 r7 ;, MUTCD 1I8-3 ESMT .\ 's. NEW 20' PUB C \ O `\ •`� ,/ 2¢ i / / / \ R ,.. RAINAGE E T //xoo . " 10' DOM. �pT ! / + % ♦ \ pp, \ / g$•,! B5602 P 2 R 2 / / / ♦ / \ 9(/FF O/S E C 2s p, `\ ••5 �\S'p� `OUP ./y PWR. ESMT 3 ; / , .• �� J00 ♦+ / FUTURE SITE PLAN /� ,/• \ \ \ FR TOR FO / 12 / `V Np r ' /� '� U ♦� 9 40T 'T/ �Q / 2g° �f� � fH.2p '�� / / � OQ��m ♦ / � 2$• � B \ ' /.�o / � / �. • � S °Sq \� "NO PARKING /,,.. J 2' ♦ / (/ / \ /' /' �. ' G OP. tGN �Op• O2 pSgy TCD RS 3 2� / ♦ NO/STO / -NO PARKIMUTCD N( op � .� ° BFFOyT .,�3? T✓� !.•, %i All ♦ RBFo eOF / RKING' 1 °S,C'0 4g°A RFF72`\ \�� ? ♦ l I�♦ FFR ` Xoo 4 o I15' GAS F(i8 22 p<OTS < pT , / p S \9B\ / �I '\ 10 DOM. .' \ / / ."j/i/ ,yamTRANCE•'" q� TF l♦ \ ( /' v o / o ;' Q 3�T j'/. `� o TYPE C 5 GN ET CI ♦ '/ MUOTCD R8IN3 PWR. ESMT o o QT<p r / " R2S M 7 �♦ / o J gg i / MT � o yti 32 T 10' OM. ° NEW 12' /' `4/' ° Pk'-°/ .i 4' COT PWR. ESMT 70 / ` eG-12 \ r/ ♦ / GAS ESMT\, / y' / Q/ 3 ° ,. C ♦ , 40 / T 2000, 3¢ %' i?xgg ;/ /♦ NEW 10' PUBLIC / �O Si SIG �•',. / ♦ DRAINAGE ESMT 3 T �`.. ♦ DB5602 PG42 \ v o2 /\ • "�\ S "NO ARKIN 06 p SHIMP 3 i , LW 12' GAS ESMT 2° / 0'2 ♦ L ENGINEERING2- 0' o Jn OT ' /gyp=�•.•/ ' O�O�O \�BS6°2 / 2g /00, / ,�, ♦ S / LAND PLANNING - PROJECT MANAGEMENT TOWNRnO 4/�0 i! . f Q Q /; ♦ / \ \ ry ¢200. ¢/ Jy VO� Op ? .R \ \ \ ' \. ;(/typ•]` / i' _`� i / 0T ' / , c� N Fq o , / , ♦ 912 E. HIGH ST. 434.227.5140 $3; ': •. ;' DO .`o'/ ; <pT °� ( A R FTg / / \ \ / 0J ' :;' oo /' / ' i <OT ♦ NOTES: CHARLOTTESVH.I.E VA, 22902 JHSTIN@SHW-ENGINE©MG.COM ry / .Ci: ' g4 4pT 4�00 . X Sor ;/ /,' 7� o ti y.� : to' DOM. 1. SITE LAYOUT SHOWN PER ZMA 2019-00010 (APPROVED 09/16/2020). / , STOP 1 N <OT / �, o !` / , ;\ /, PWR. ESMT 2. SEE SHEET C15 FOR RECREATION AREA DETAIL. OT MUTCD R 1l e.5 " 0 PA ING" ?p00 g2 \ / 3 0y o / ! ?i'. SOT sg , 1 <� MUTCD RB-3 4 EW 15' ?o .p, / /; / 3. LOTS 1-7 SHALL "FACE" PROFFIT ROAD. THESE LOTS CAN HAVE ;'\' ,• ; /R p• jy' �'�..(°T GAS ESMT ,< / '?000 s PRIVATE LEAD WALKS CONNECTING TO PROFFIT RD PUBLIC SIDEWALK. /ST oo, Op\ / ./ 40T m�oQ i eP ;'oo <p 4. TRASH SHALL BE STORED IN TOTERS ON EACH LOT. qp p C'�Q �.'':. / �o '/ /i T 0' DOM. ��. 29 r ,� /s l 5. CLUSTER DIVISION REQUIRES 25% OPEN SPACE. FOR PHASE 1, THIS IS \ \moo pr/R2sp, cG-12 s.00� rpo' PWR. ESMT T Jy�'�= �� ACHIEVED BY THE RESIDUE A & RESIDUE B p 7 a' C . 9 \\ "No PARKI "° ° Xs ti / <oT � � C 'z < 6. EXCEPT FOR UNITS ON LOTS 1-7 SINGLE-FAMILY ATTACHED UNITS 0 0\ CD RB-3 ET SIGN\A/ / 38 o= Q o / T cEMETERti SHALL HAVE FRONT -LOADING GARAGES THAT ARE SETBACK A MINIMUM V g swl� LOT i/ 1 USE YP-),. / &' qRq /.,. R2 v Q� ^\'\ \ \ R � � ••,;p OF 3 FEET FROM THE FRONT BUILDING FACADE OR FRONT PORCH. Lic. 0.45183 \ 56 . / / / �R • '1'I 30 \ / /T F� Ok�r NEW 15• GA ; l j .jo / j 'x� / ,.,/ / VDOT /C 9B ::;'�� ;' \ \ Ew / PROPOSED ROAD NAMES: ESMT l /' i r / . /.S\ ,N S'`� ° "NO RKING TRANCE///(((TYP.) soT ; ';� PCII ,/ /, q FR,T QiyE„ 49°,0/.' o '.O' ' / ;i 3T\EMT ACADIA DR. a9'Q1AT. OWNHO S (TYP.) l i 64 p• IO S FWq.. C/B 'fir o /' l o e, "NO PARKING" qC r�K �/C °op• �: HILLSRIDGE ROAD + MUTCD R8-3 _ oP LOT / VDoT-c -9B ? , i0T °zoo CRESCENT WAY q0 PWR. MT .`' •20' o i! o.� NTRANCE .) TYPE C /� / v / ' ' oo '\ gyp/- 2 30•/oM. 10' DOM. , , �m W; 2s \" °' \ REET 2S ��': ` FINAL SITE DEVELOPMENT PLAN FO s a �a : N COT l oe csa R \ 2 .... PWR. ESMT SOT i i �. � :Iv, " Mqa: ��.. 60 �' � .1p00' N /O). / BEECHTREE TERRACE _ 59 \ ; LOT °NrSF� .?pz FMr G �Q / PROFFIT ROAD ` _ , / DOT QQQG H 6 ' � �z•� -9B �; ,; // gx�pN LOT � R D ;' .; \ \ \ TOWNHOMES 'O /'\ ST P SIGN tt `: / \ SAS ESMT F� LOT 10• DOM. MUT D ..�, / /OT .\� .., , k T PWR. ESMT ' / / \ \/ N O RT H W P - STOP SIGN 2400• l 5 T ;?pp ' 0 EW 12 --�.+Td•4lLD R1-1 - �j / "NO PARKING ° GAS ` ^� DE DICATTIO E C YPE NE p /S• SET qAX F LOT MUTCD R8-3 , //oo COUNTY, VIRGINIA EX. off sY€ N F l P� P/ ; o. i . <or // ALBEMARLE 0 TO REMAIN w 4\ o R25.0' N..:.:• - '1q ROMT ' 9 SUBMISSION: Ify/ 'r' 002 00 ! .!/ 40 \ \/ /� 2020.03.20 25 MPH SIGN o `�" j`NO PARKING 435' o MUTCD R2 1 & v / a,u W', '. oy 8 EX. POLED ---- TO IEAKE / "NO PARKii., `- / n . '''�! SE'.r R8 3 / REVLSION• f' __.1 48` / 1) 2020 05 27 UTIIITY ORDER j s4s' r`-pueRY 04, PO 2) 2020.06.03 SECOND SUBMIT. LN Po°7_0"wA _qoe 3) 2020.10.08 NE WP-2 MIL / /�"0 cwu •.•.! DRAIN GEE 4) 2021.11.08 ENTRANCE FOR ---_&---OVERLAY - -_--_- / R' "' ,,,,,� ., DB56 2 PG42 5) 2021.12.17 PROFFIT RD------- X. U TOWNHOMES ---- ---- ------- / _/ O" ` O� xr / ° SOUTH PER ------ (3) 4' STEEL To MAIN/�" SDP201900064 BOLLARDS SEE- —_____ 46 CRE f20W" _--,'OGUY IL 4 C10 DbICATI °" - --------- I EX. OHU TO �"% x P E FILE N0. REMAIN pry0f- ---- T&T MARKER 19.029 EX. POLE --�,��-0"0� SITE LAYOUT --------------------- 30 0 30 60 90 Scale: 1"=30' C3_ DRAINAGE ESMT j MATCHLINE lia F CLASS Al F MATCHLINE \ THIS SHEET E1 RIP -RAP OVER THIS SHEET \ / MIRAFI 140N FABRIC a / OUTFALL-TO \\ / NEW 0.30 AC SWM / EX. NATURAL \ FOREST/oPErr ^HANNEL — /L \ \ SPACE ESMT / / //// DB5602 PG32 / c� � � 20 LF CLASS 1 o RIP -RAP OVER MIRAFI 140N FABRIC 30gFs/DO ISO NEEDED FIRE FLOW DATA: NEW SWIM \ Mqk qc F 32 TOWNHOMES ARE CONSTRUCTION TYPE V-B NEW 0'14 Ac SwM NEW 0.30 AC SWM / �° , FACILITY ESMT \ F1 (Mq , P&O -/q�2 WITH 2400 SF MAX FLOOR AREA PER UNIT. FOREST/OPEN FOREST/OPEN / DB5602 PG32 Z (go OT N S �C SPACE ESMT SPACE ESMT / Mq T ORF pq ISO NEEDED FIRE FLOW = 1500 GPM DB5602 PG32 > / � DB5602 PG32 TEMPORARY NEW SDB5602NG BL // / \o Ze °,/ 20'90 070AFR F AVAILABLE FIRE FLOW = 2247 GPM / / /:- - 32 CONSTRUCTION / EASEMENT TO BE // MANAG 210 LF DISTURBANCE OF INTERMITTENT ' DEDICATED TO COUNTY / SLOPES o STREAM SUBJECT TO NATIONWIDE 18 Q' UPON DEMAND / m / \ �Z NEW 20' PUBLIC^� �.� DRAINiGE_ T DB5602 PG32 / \' e / / NV iN \ NONREPORTING PERMIT CONDITIONS. DB5602 PGa2 \ i a / \ O NEW 20' PUBLIC ,� _ �' A / �' //—513.20 - �,y 258 LF NEW / '�� 36" PP CULVERT / J DRAINAGE ESMT o; 80' N Z806: #1001 G 'V -1008 RENCH DRAINS. INTERMITTENT �/ / MATCHLINE MATCHLINE STREAM BEGINS / 1$- R CLASS Al m a ° / 18" 0 FSET FROM W ILL \ ',� / THIS SHEET E1 RIP -RAP OVER � THIS SHEET "�' .� �� / / NEw swM / � NEW 20' PUBLIC AT THIS POINT / �, / / / `;0 / \ DRAINAGE ESMT MIRAFI 14ON FABRIC ` \ FACILITY ESMT 8' \ J / D65602 PG32. \ pp ST T DB5602 PG42 / 5 LF CLASS 1 \` RIP -RAP OVER NORTHWEST CORNER LAYOUT NEW SWM FACILITY ` . . �� z r SERTATEE pp/ MIRAFI 140N FABRIC / �'.. / O 18"z1 / A3 ESMT ALONG ROW l \ B B5602 PG32 �, �' o !0 C4 SCALE: 1' =30' / \ ` \�, S A / H \ .. �\ / 26 T �nSr IN INV OL ' / /s'lp • �� / ,!j �' 12.60 To 12' /'•. O \ / / NEW 15' GAS � `:• 8x8x6 `"/' � • \c 2S /. HD 1 /� ,; / p, y ♦�' F2 / ESMT TE • �s ` .. B AN SOT ! T.M. 32A-2-1B / NEW 20' BLL \ / n, LAr / 2g / , MINIM / SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC. , " INA ESMT \w `sue ?sue CO 4 q4 D.B. 1961-246, 250 PLAT gs o Gat \ \ 2 ,/ •' ' eU O/ / / 10' DOM. .0 B'_\ ., o.PWR. ESMT 3 , ti FF ST ZONING: HIGHWAY COMMERCIAL / 3 CD \\ /• o \ FR O'�eFO / FUTURE SITE PLAN / g B / U /// / /� � \ ' � �/ �:� \ W \/ ,'+ � rvs\ `� ,SqN ° \ � \, ' / T � � l • D'`STURe / Syy15';/GAS FCITO�2 102- ' I / <OT k,\ 8 / % i a w (TYP %mow' s\ * qN TF lI I \ PWR. ESMT ' / / h / / 3 T 4$, �' \ . /♦ c / CAP/�OR , / g9 T32 T )r / \ w ws 8x6 fr 10' OM. l \ \/ `',s f1VDOT 3 TE NEW 12' ` i d `�' ' 3 gyp=° .4// ,,: v COT PWR ESMT \� w tZ CD-, 2/ r / GAS ESMT.\ <OT j Z' o .•'i .! 33 / .^� �� 3 • / NEW 10' PUBLIC / (oT B4 DRAINAGE ESMT DB5602 PG42 CO ' d h , 1" COPPER � c, / ! m • SERVICE TO �� N COT Ro d , °� .Q Jy� SR../ B o4ah ',/ y • / r WM (TYP.) SHIMP ..•� i c1\s\c'1/F?p \ / 3� i / \ EW 12' GAS ESMT ' sAgpSq �� }��` /s'� 6 . m ENGINEERING2- �S6p S / y 0� LAND PLANNING -PROJECT MANAGEMENT \ •2 ;' �d � / o ,./ $' ! / c+s QTz `SMT �/ �' h�h� , 1 . Rqy :,, / i o ,b '`!-� _� i / c+s� / , � / 3 / / , � �< 912 E. HIGH ST. 939.227.5190 / OT ' / ' 3 // +s , / I CHARLOTTESVH.I.E VA, 22902 JHSTIN@SHW-ENCHJEERINC.COM .fi'<OT gg 4,0T / c c+s QJO? Ub /`/ ,.• d / /i //; /> ' l T /3 3 10' DOM. / / x / �/ ' SOT / °+s\ ti� j` "� / / ;• '� j� /' PWR. ESMT / 0T .i / ' ' �T g .alC g2 \ 0h /,L / 3 / / Y'. SOT ' 0 / CO EW 15' T GAS ESMT / \ 3 .i F ERV TO 1 /(� •\'�. 4oTg�T / // •c+ v / i ' 40qp TEE \. '� 10' DOM. O ! 33'� • s� / .;� i. /i IS T l .. VDOT C 2 o \¢,/ESMT 3POT OT A /w + 7 38 %'/ / / Q ° Ig // T. M. 32-30 v 1 SHIMP L0 4"RS / / \3 /� / i THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE Lic. 0.45183 T 2 3 2 " •/a /a r �; o °b D.B. 4957-252 PLAT i 56 LAT. TYP. 1 x6 A 4 TEE \W8, D.B. 1125-111 .� i7i�r11'i.� 4+ NEW 15' GAS // ; ' / " i 3�W 7 ....//� / /I 3 , °b\�.\ EW I' �c, K-* 12 / D.B. 972-447 PLAT ESMT °^sue Cpi.! ' H C c •� .' F`SC \ ..� / i COT oy �'� GAS / ZONING: RURAL AREAS Sg� cns 5jr i /'/ ' 2/ `: f. FNT / \y/ /// / 3 / ' �' 73 ESMT .��\\ %. �'9y+.t/ �/ y•�� x S UPC' q� sns LOT _ PAO B 58 y�/ , 3 J LOT 6� / /\ �jd B6 / 8x69 / / 2 _ 30' OM. a4 / l,. , O , 1 N k% p, W \ OJ PWR. SMT 10' DOM. �, �' 3 Q a LoT csq ` �w�d a ,: �oT FINAL SITE DEVELOPMENT PLAN FOR i cn PWR. ESMT 59r l`,! �I 4�U ' ;i 2:� ayF Alj^. k• y 3 ; ,' 3x' �i� °b '7 �, PROFFIT ROAD •.'a. _ ' %�Q .O% JJJJJ „_/` a ' �'ONDUIT L EX. OLE `kc �\�4' \.Ro q•.• � 3 r Or�. SAS ESMT 4 10' DOM`.., / EL .../ i 4 \ �, / TOWNHOMES �O / '� ucu� .1 ;•/a' ` \ LOT PWR. ESMT , ♦ /, '`? 7oT ° \ �.\ m y EW POLE"=W—_ 5 GAS 12 ,/ NORTH _3 NEW P, OP \ / 6 T :'` , / r ,: ESMT �?/ o fN� :i a <O o ALBEMARLE COUNTY, VIRGINIA EX. OH 3 8,. GV \ ; ' /i T / / TO REMAIN "'9i _ au ` / lOj `F J q.,' / 9 �. / SUBMISSION: d \ �� 2020.03.20 O <9 REMION: EX. POLE3� 1) 2020.05.27 UTIIITY ORDER SET OFFSITE SEWER PER a/ r - EX' B DIP g `: � / . • ' :'/ '/ DITCH 2A \ °b OP 2 2020.06.03 SECOND SUBMIT. SDP201900064 �� ' OSS --- `� •: gp eN ' o----------- C A ) roe, 8' G --�__ RELOCATED EX. POL /� o a"'�a„ . �� E C 3) 2020.10.08 3 ECOMM / a,,,_ NEW 1 ' -_ ' : DRAIN GEE 4) 2021.11.08 / • °'"' CLASS , p., DRAT 2 PG42 CA / r \ 13 LF 12" HOPE - 5) 2021.12.17 CULVERT @ 3.1i EX. OHU IP RA�°'6V€R%U "j=529.40 TO REMAIN MIRAFI 140N FABR�--�,%u '�----------- ------� •INV. OUT=529. max, ,,-'� GUY -- Ex. OHu To �� POLE FILE N0. I _ _ REMAIN °"° T&T aN� MARKER 19.029 UTILITY PLAN 30 0 30 60 90 Scale: 1"=30' C 4 I I I I I I 4z1 \ I I I \ \ \\ \ \\\ \\\ I I \ \ I I 1 1 I N I \ 1 MATC LINE / m VItTCHIEINI THIS SHETHIS�SHEET1 /MATC LINE a / m MA1CHkIN \ \ \ \ TfHIS$HH�f ,/ ? THIS\SHEET s/ \ \ \ \ \ \ 1 \ TW 508 BW 506 W 512 500 B 506\Sp i 1 I /� v 496 A� A ` v\ \\ `vv `v �� — V A A Av \V Av `v `v \530 G I s, \ TW 506 TEMPORARY 0 \ 8g CONSTRUCTION (\ \ ,/ // 16 / 5 �ooFs 90 EASEMENT TO BE —� I I I I/ — \v %o 210 LF DISTURBANCE OF INTERMITTENT �g M G A DEDICATED To COUNTY UPON DEMAND i'Tw 519 / / Tw 5,4Mx yA\ LOPES R9 _ STREAM SUBJECT TO NATIONWIDE 18 ` \ `\\ \\ \ \\\ \\ \\ \\ \ `\ \\ ` — — — — DB5602 PG32\I I ` �5\oBW 515+ B OS o NONREPORTING PERMIT CONDITIONS. \ \ \ \ \ \ \ \ \ -- — TW 508 _--_--_—_—_- ERMITT€NT SOO `\\ `\— _Bw 506S20 ti ud 06 � NORTHWEST CORNER LAYOUT l � � /' /', `�� _ • n �,,--�� \ '��Fs� \ ' ` _ � ,� y � ` ��'g `\ \ \ `\ `\ \\ \ \\ \\ �, ---_ _ _ C5 SCALE: 1'=30' /NEW/15' GAS / \�, 26 �c \- &79 'CF_F\ '` \ \ \ 71:'' f \_ — ♦ \ \\ \ \ \ `\ \\\ \ `_ -- / / ESMT/ / I 253 wv \ \� ,:i C F S 2g \ I \: _ \ — oo -� \ °� ' F � � FUTURE SITE PLAN � � \ \ S \ s ` I ' l l I l ,._ \u `. �B(\26 a� \ �� a/ ,\ Nf1"GA5f I I F \ / EA 12' �o �' I I 1\ F\S3� \\ S2Fa 1 \ \ \\ Lc. A \ \ 1v °�s'N 13 f' // / _ i 510 _ -----\ G�S ESMT 1 Np, -- _ 5371 � � : a° ,w / N� � \ \ \ \F�S2 \ \ \ \ , 4 s SHIMP // / / / i �\ `32/' , `Z' /'•� d ,•7! °^\1 \7 \ \ \ `s2 FFFi \ / I / \ / , / �W 12 E T — — ENGINEERING2. — — — — _ _ _ LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVH.I.E VA, 22902 JHSTHJ@SHW-ENGINFERWc.COM EW\15'w // / / ✓ r °7 // `S3� ' /:, ' /'/ /Ors / GAS VMT ,/ �'\per FF\ J^ \ \ \\ \ \s :1, eau / 1 •• ,_ / / , / -- __- / ry / ' �^ \ R F F / .:. O w / •: ` F FPS r l 11 /' � � ° .'' fiFF\// // // / 'P //// /' // //��8, // 0 3 0 Jam, '• � � // as ��° \°p � � 3 F�F� 31 I I� ��h�l��v ^s\ J"'.'J �28/' // / // �° / / ��Ro /� I • ;•' > � ` S2 FF G / \ \ F / / / V� SIT a /` c^s / o / a 30s a, 319I Q/ �7 • �, °b 2g/ // h / / LIC. 0. 45183 ESMT ' // / 5 / /a ../ °co `` \. \ 6 \W/ /� �� °; .,� o` L / // p� :.,� \\ I / 12W —ems / / // ,Sd/I ° $� / \ c f 7/ / 3/� '�\ FFF /' 7 / ESM/ / — _ � _ / \_/ � � /, 535 .. � m •:� .`'y /\w\ / I i �I / FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD �' TOWNHOMES --_ — i "> sc GAS ESMT NORTHy � r,w�POL � a ,/ / I J ��\ �•/ d F� cns / / � _ — — _ - � \ \ 31 xe N o 3 °tr 34E�53 / l 1 I \ / i `37 E �x / . I 1 \\ \ $Oaq cc \ gi NEW PO \\ 4 / i — \ \ ALBEMARLE COUNTY, VIRGINIA j' SUBMISSION: 53ta ---- 2020.03.20 REWSION: EX. POLE — / — _ _ — y / / / �// \ \ a \ _ 1) 2020.05.27 UTHM ORDER SEP 30 2) 2020.06.03 SECOND SUBARL / 3 POL ° °"/�« / / /i \ \ \ \� — �\ �_ 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 EX. OH U °"'maw / `� \ \ TO REMAIN -0 GUY \ --- EX. OHU I TO— / POLE \\ 2 ADA RAMP FILE NO.REMAIN _ u T&T C5 SCALE: 1"=20' MARKER 19.029 EX POLE �i-0"0 �_ GRADING PLAN 30 0 30 60 90 Scale: 1"=30' C r INTERIOR STREET TREE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Caliper Quantity Total Height(ft) in 10 Yrs Canopy SF Total Canopy SF • Large Deciduous Tree Fraxinus pennsylvanica & cvs. Green Ash 1.5" 6 35 604 3624 �...C✓✓^^Y: Large Deciduous Tree Quercus shumardii Shumard Oak 15. 12 31 329 3948 Large Deciduous Tree Quercus bicolor Swamp White Oak 1.5" 16 31 299 4784 • Large Deciduous Tree Zelkova serrata "Village Green" 'Village Green" Zelkova 15. 16 31 452 7232 TOTAL: 50 TOTAL SF: 19588 PROFFIT RD STREET TREE SCHEI Planting Type Botanical Name Common Name Calipe A Medium Deciduous Tree Koelreuteria paniculata Goldenraintree 15. TOTAI SHADE TREE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Calipe Large Deciduous Tree Platanus occidentalis American Planetree 15. TOTAI NOTES: 1. CONTRACTOR TO APPLY 4' DIAMETER OF 3" MULCH BEDDING MULCH BEDDING AROUND ALL PROPOSED TREES AND ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEI TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE HEALTH OF THE PLANT. 3. CALIPER OF TREE MUST BE MEASURED 6" ABOVE THE GROUND WHEN PLANTED. 4. TREES WITHIN THE SIGHT DISTANCE EASEMENTS SHALL BE LIMBED UP TO 8' ABOVE THE GROUND. 5. ALL NEW PLANTING SHOWN ON THE PLAN WILL BE COMPLETED AFTER BUILDING AND ROAD CONSTRUCTION TO AVOII PLANTING DAMAGE. 6. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER. 7. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL APPROVED LANDSCAPE PLAN. 8. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE (MARKED WITH AN "S") WILL NEEE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND AnnnuMnnATF PFnFCTRIANS LANDSCAPING NOTES: TREE CANOPY REQUIREMENT (SEC 32.7.9.8): 20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS. 7.59 ACRES x 0.20 = 1.52 AC CANOPY REQUIRED PROVIDED: 0.80 AC OF PRESERVED WOODED AREA. WOODED AREA IS MOSTLY MATURE DECIDUOUS FOREST BONUS CANOPY OF 25% (32.7.9.8—e-2): 0.50 X 1.25 = 0.525 AC +15036 SF SHADE TREE CANOPY PROVIDED = 0.345 AC +19588 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.45 AC +4560 SF PROFFIT RD STREETSCAPE PROVIDED = 0.105 AC TOTAL = 1.525 AC CANOPY PROVIDED INTERIOR STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 50' OF NEW ROAD FRONTAGE (ON BOTH SIDES OF ROAD): LENGTH ALONG ROAD: 360 + 280 + 190 + 410 = 1240 LF (1240 LF x 2) / 50 = 50 LARGE STREET TREES REQUIRED 50 LARGE STREET TREES PROVIDED PROFFIT RD STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 MEDIUM SHADE TREE PER 40' OF PROFFIT ROAD FRONTAGE: LENGTH ALONG ROAD: 500 LF 500 / 40 = 12 MEDIUM STREET TREES REQUIRED 12 MEDIUM STREET TREES PROVIDED LOW MAINTENANCE GROUND COVER: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at 30 Ibs/acre each, along with EC-2 Matting (Total application rate of 150 lb/acre): Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoparium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastru m nutans). M Scale: 1 0 40 80 120 MP ERIN 32. CT MANAGEMENT 434.227.5140 JUSTIN@SHW-ENGINEMMG.COM 4 SFUW > o. 45183 Z(111zl 3MAL ELOPMENT PLAN FOR r ROAD OMES UNTY, VIRGINIA TY ORDER SEr OND SUBMIT. 3) cucu.lumo 4) 2021.11.08 5) 2021.12.17 FILE NO. LANDSCAPE PLAN 19.029 C6 SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAVER OF WOOD CHIPS. NO MORE THAN 1"OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDEABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOILTO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. 545 540 535 530 525 57104+00 FINISHED GRADE EXISTING GRADE 1 )TREE PLANTING DETAIL C7 J Not To Scale SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAVER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. 2 C7 L ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOUL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE @ 25% (4:1) to 50% (2:1 PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE T DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. HEIGHT OF _ IGHT OF E-3. X. GRADE SIGHT DISTANCE LOOKING G RIGHT LEFT — _ — go' SIG _ — — _ EW GRADE - ------ - - - - - - - - - - - VELEVATIQNP FROM ALBIEMARI FIELD VER ALQN THIS AREA TAKEN F COUNTY GIS. TO RE 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 10+50 11+00 4 )INTERSECTION SIGHT DISTANCE C7 Not To Scale 545 540 535 530 525 11 + 50 12+00 12+50 13+00 13+50 14+00 SHRUB PLANTING DETAIL Not To Scale County nr Albrmarlr Coullemation Piss (ltecklIO - To be placed on 1 Asidwspe Plain IRandtwok, pp 111•1114-111 247 for rnttlplrtr %prrificstinnsl l bs fnllawloe helm shall hi Amgen to the tflahi Tivcs a he %avol. H � t rarity af,lrnrinq I antalde dnpllnr of �rttet b l tr �+tr.l I' 11,.CAI Intl Inc IVie OI prate: hie IeneIrlll, limn- changes regLuring new nail% m walls Proomed irerschina or tarmetlne beyond the limits of cirarmg - lifarkiam. its '1.� ,All ims iii to %%hill :han lit InarlQl with pfull aif Ilhbiun tit height Brash, Vivbic Lf equet naval opUaks♦ � \u rsaLng :!Intl begin until the tree mshmg has beet- rnspratal and appmvrd iry a CuuntD IlaspreRar a Pfr-(aa%1rylrtitA% itefereneG d Tree eirC1-TCJt1:1n and pmuction nwastgry shall be mirvrs4 with t%u tontmotnt an iitc- 4 Ctmlaantns llouadao sad ttrrom !� 11eat} equlpmttu, tJltOAAZ uasTiA, Wid sae'agr of consul omin melmwls nidudmil toil shall Min le pmtimcd 4Illwi thr dtiphnes got let" U. be and S. Sell FraWrn gold Starllinamur Geuntlim Devils: a suJl fits Gs Jall n n uh eruly alltt- um 1.1 fic "Wd fife$ see as perfrunal urdhln lists tart tit the drrphmc got tote%ui Inc *,aced 7, TWeA•Iakttma: 13 Toxic inam"4 shall fair be stared m att m Ill) sect oil fire stnplinc of ttct%to bee Savo e. Prettx:tlte Feadol: iJ Trees to he retained Kltttln 40 Fret of i pin1KrSed buildme (N pfadin(t unvny anon be pnAttLa1 by klnt mF f-cmina roue he ill place and stuff El' IrifttrctaYl anlll :glptmaat lit e f taalry layel'Wm nrtnr n/ yrallnft lam cranaum:llan 4. I rve %COL III When dtc timtmd Incl mint to raised vndna the ,lnl4im id A tTG "he instl +Imp well tln�l FL Irnnalyd and a ctHtstruttum Jetal salunt ed tom aaprinal to i rer 11 gat When the gTauad Ievcl Intel h Ismeted ulthm alit dnpnnc a Ime ID h aaved- I unc wall %hell Ne ptoiddnl spud sronwuenal tIIIiI %ohtnitird to, appni%tl I- and l nnnrlisI .Trrrnrhlnr L When INnrhing atl leyultuil N'1111M dlf tlnlllF Vt laaranQ n Hall tit done Y tar away horn Ale leek! tdlfCCt a► ItOes.Me Twatakny mile, h I&W !rev %hall he entiaidenid as an allerrutivr Whirs it I%arialripeEd that otsec"ary IrruAitiy will dealway fender riots 12. rnnyy Ia its icctive -enemy shall he the Ian imitia rmlmnd durtpds the finul cheawp. aJ. Dammed Transit 0 Daoaagrs Ir,zS..lasli Iati mended itnmc4lutJy by pramuy. fain i oaiiNn o• ,hdicr ns.Ylvnl, r:riatn:aewdc4l by • Ir<t: apasulut 1/1TV, ITIS TN DC�FA.OPI:R'S FSIV)NSIRII.I'FT % OCOI+F[R Wl V THE CO�TTRACTORON TRIi.ICCONAUVA7IQN tpEiguntEMEVT& r J R/ CONTRtICT rt RCiIASER SIGNATURE (DATE1 511106.Psge i al! 1 5 )TREE CONSERVATION CHECKLIST C] Not To Scale SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVH.LE VA, 22902 JUSTH4@SHW-ENGINEERWG.COM Lic. V/ SFuW > 45183 tf�vO!p FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUB1bIISSION: 2020.03.20 REVISION: 1) 2020.05.27 UTHM ORDER SEP 2) 2020.06.03 SECOND SUBMIT. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE NO. LANDSCAPING & SITE DETAILS 19.029 C7 y s 01 0 0 I . N � = - �II_lilllllllllllll • ' 111lII • a. � I I pj� .�.__ _ - 1 MR'I- ; i _ �• ■. vy , � uillllllllllllllllll _ wo /A a ---- ---- ---- -- - - --- ----- ---- I -�o -- - I I I 61 f m i+ JNL \ B \ I a L- � � w L � w w-w - w- 1.I � w i2 0 IVE `� 1+00 l o LI \ 9 � o � vTHE SPACES_6 \ \ isi I Ir' 1II it o I I oOi d 4J 0 A6 �8 1 ",: �� 7Q �'c+F �:o . NC. 51DE'. klK .,., ..:. . • .. .' .. ..... ... 5 CAt3C.. 1�1 W L, \ II �' ly,`r �. 20 n0\ 1 9 H 1 0 1\ 545 540 535 530 525 520 515 51 ryv. iy N 2 G _ O 1 I USES MALBOX O A I 0 1 I cl_usTEUN r - w � I 9 ' I' o � O � nm � 1CONC. PAD ( I I I 1 I c m` I _ I P - =--- - Iy,p - ,4 ? 0 0 o� oM o� oa: +M +M oN oN a l- -- .-/ Uoo uW \ uW-/ .-.0 _�i .W.yTcE 1 o 2 .00r iI I II I I ✓. I I I I I 0 / it IB j : 00 C / I I - - - -'t - � �':/'' III CA 30 0 30 60 90 Scale: 1 `30' N W N W U CLr H as PVI S as A. 10H 45.00 _ / 1 / 1 6 - - - - - - - - JX. GRADE - 0 26.65 D .38K- al LW UNAUL z \ K N 10.5 LF PIPE ---NOT SHOWN To RXR CROSS ACADIA DRIVE CONNECTION 54' PUBLIC ROW T EX. 8" WL 25 MPH DESIGN SPEED AADT=586 1'=30' HORIZONTAL 1'=10' VERTICAL W W N w7 1(I •fl -_ OUTLET TO A4A W. 4" SCH-40 PVC COATED CLAS VALVES AND FITTINGS 52 DIP WATERLINE PER PLAN V STOR \ STORM CROSSING_ Yi N IA N 1n f0 t0 O N N N :h IfJ YJ 10+00 10+50 11+00 11+50 12+00 ASPEN DR. PROFILE C8 SCALE: VERT: 1"=10' HORIZ: 1"=30' 545 540 535 530 525 520 515 10 12+50 13+00 13+50 14+11D m i USES MAIL8$X' 1 J__ �30 f CLUSTER �- G o 1 ! x CONI° PAD O t09P G� � CA w- m- 1----�-' `.11W-UW uW�ucu ucuy- G" u)ru/cuGU� G�Ucu (TY . L o`F� ...••-•., •...:�,.� ^`'r /.: ` :`> :5' G SIDEWALK' ..:a i/ // EB3 II I s zi i. c"`�p 0Js)oI's.IN-ST EESPAC /.�E ° cocc-c-LA/INICc AVED10 00 HAL .§Z P�i11+00 /c w- w-w �III \ oti• -'6gF- /ACCESS �} q lIrpm_ $lo/ LK_'_ : •r• �f� �5'., SLE o-_ ��_�� \ 'ran t •!g, I A U UW UW UWU -U W UW U U -UCL U(I UW UO-U UW \\ OJtz, 7 OD NfT \ .� r� r r1 0o F_ r, yy1g of�ll000 I (oo �I ;o vr r r �0- cn_O 50' vO 30 0 30 60 90 1 IN IN IN IN IN IN IN IN I IIIIIII Scale: 1 "=30' GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 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 Transportatio (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry29 CFR Part 1926 ( . ) 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control Ian and must be installed prior to an clearing, radio or other P PP P P Y 9. grading construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized seeded and mulched. The maximum allowable sloe is 2:1 horizontal vertical . Where reasonably obtainable lesser slopes of 4:1 or P P ( ) Y P better are to be achieved. 7. Surface drainage and e discharge must be retained within the public right-of-wayor within easements prior to acceptance b VDOT. All drainage outfall easements are to be 9 PP 9 P P P Y 9 extended to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail maybe required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A,B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when in the opinion of VDOT the Director of Engineering,or the Director's designee, P P Y q 9 P 9 , it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone maybe required depending on the category of road design. 9 Y 9 13. Compliance with the minimum pavement width shoulder width and ditch sections as shown on the typical pavement section detail shall be strict) adhered to. The cross slope shall P P YP P Y P be maintained as shown on the plans. Exceptions will not be allowed. P P 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance Signs and their installation shall conform to "Albemarle Count Road Naming and Property Numbering Ordinance and Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on Y 9 P Y 9 9 9 the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted 5mph below the design speed. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17. Use VDOT standard CD-1 or CD-2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high -density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a preconstruction meeting for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the initial pipe installation. 4 2 11111111114. TYPE 3 BARRICADE * t s MUTCD 6F-7 DETAIL C8 Not To Scale Encore CormmercielProtlRu. e. Inc. imma- nemovaoII,3e ." .emee Y. caa Uease ease , ,IIkaDMi. a-cw-m«arclwm slow Hu.aa 3) 17iM Rim Pcstgu 3] M fn 3HdM5 www.paslyua:amm Raps: lal "De. i mqs �J \�1 �\1. yIII �iII�1II 0a's kaf Closed Lld Enbedn.,t V Hlnlln Lltl ad Rebo� SMrrup 9 B 6 XerizpMel ftelr,Yocment Customer Provided Lock n a $ Lid r FT 21.00 END VIEV - IMNEATEEN u a )REMOVABLE BOLLARD DETAIL C8 Not To Scale SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVH.LE VA• 22902 JUSTHN@SHRdP-ENGHNEERING.COM Qp ��Gy S . SFUW >a Lic. 0.45183 Wr1lzl FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD 540 �� - 540 TOWNHOMES N M N 535 N N w 535 N O RT H PM STA. l3t2i.00 530 530 ALBEMARLE COUNTY, VIRGINIA w: SUB1bIISSION: 525 - 0 525 2020.03.20 8 "7MWI RT -U E 5.98q REVLSION: 520 - "OZ 520 N. 957 L �N PE PLEE 0 1) 2020.05.27 UTIIITY ORDER SET x. SR A 2) 2020.06.03 SECOND SUBMIT. 515 FILL \\ 515 3) 2020.10.08 01 HALLSRIDGE ROAD Soss 4) 2021.11.08 510 54' PUBLIC ROW \ 510 5)2021.12.17 25 MPH DESIGN SPEED AADT=586 SSING 505 1'=30' HORIZONTAL 505 1'=10' VERTCAL FILE NO. 500 COMPACTED 77=5°° 19.029 FILL 495 495 ROAD A & B PLAN 490 490 N � 1,0 m Na o rn o o Na rnw a Do N N O N O N Of •O p1 Iq 4q N N ws N vs N I N ws a Im a 10 qg5 1U+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 2 HILLS RIDGE ROAD PROFILE (� Q C8 SCALE: VERT: 1"=10' HORIZ: 1"=30' v v 1 I I I I I II I /' I II I �� I I / I 1 / L&T_ LOT I LOT\t LOT \ INS L�TjjLOT \ R° R�� 4 ° 2 .OQ R j 43 F_41 j \\40 1 39 �= 3I it 1t — — — Ro D Ro .N. 1' it LOT 44j 11 __ LO 3 I A6 Z i `� PP' \g � P �BRAG SETS CK (T P . I I - t, IrD R IGGQ k ,G I l� \ I ' tj 3 / / 30 52 / I MO�Go LdT / I101�00/ w w SOT I 1 1 ' / 3 I PT11+56 I �6 / / 54 I ! A7 1 I i 1i LOT / 1 / saran®.9sremleavmy.,vnl�rars�s® II Gp(�6.., R° 25' MAX. rONT SETBA� /f j5 s l ��° � 1 : �:'_• I 1 10 I. I 1 t1,V �: P 1 SOT 1 pT 1 T 1, 1 , 1 W y�OT 1 �pT 11 N: •. 1 7 1 1 UOT ;CD + CD 251 MAX. FRO SETBACK MPk. Fmj', j / SAS H I I �� / 1�1 1� I t 1 y j i �u ' - -I \ (LOT \\� 12 1 v N / + 31 j i //LOT 11 21. AS 30 e — a as �6 LOT d� \ 10 i +o\ _w\ L \ LOT eQ / r LOT--- :' 8 \ INQW- as — as aN \ o ,r�OPPI �o-- 1 -T Io — —�l GAP �qER pP0 o/ vWAY 49' PUBLIC 550 tie _ A 545 540 535 530 525 520 M 51 11 G]1A"SPEED 7�0 ■. - •_� �O O �� • I Z�— _ Rill1. -. t'RST�S�•I.Y.[Y91rfyL�—� � Q_� CW'ii • own, Tm Tf.9e�m �ec.aSw�rw.icaSw.w��—•• - - - - - �IY'I+IIYIIr1L � 1+00 10+50 11+00 11+50 12+00 1 WHITE OAK WAY PROFILE C9 SCALE: VERT: 1"=10' HORIZ: 1"=30' / - I LU I tU td _ _ tv r — LU LOT LOS \1 -- 30 — --29 - 28 27- 26„ L,25'—. —24— 23 : aG 8 TURF + _ _ ,5 � TURF ti NGe 0EtB1 1 22 Lu—uGU uGu —uW .. .. U.-uW uW A2 GAS SGAi __ A GAS GAS GAS GAS GAS GAS —GS—GAS —A54+—- �0\S'(`v0 G56 pG \\ 1 �1UTBD OM 1 N - �JI // i'% s— /�1+00— o s� — �;' .; . \ �9p P e ti 1 +00 \ r BE-CHTREE 2 0 W,w8 DIP T`>�O 1Mp �w w / T6E 3/B R C // �2s 'PUBIL —_ \ \ _ —5 ,. , .,.. � A4 aA � .' .�.. �..'�.•.�CONC^SIDEWAtC .,' ' .�;, .�� \ •.. a GW 11gr O{ IIW \ IIW IIW 11 —ll IIW 11 'R 0� i% 26 ° 3 �¢P � \ F� �qPf -.._ \ \ \ \ .. � j. j P \� I :•I Z9.00' zip j \ \\ \ // 630 \ \ \ \ o n iy LOTLOT \ LOT \ LOT LOT -LOT l i P I I /L—_--L-OT ' Go /"I \,31 32 \�3 \34 -35 36, LOT'\37 ! ;\ 46 LOT I l \ \\ \ \ l 1 / 47 :...% to _+_ N I ' 535 530 525 520 515 510 505 500 rn u7 o� o� M cp N cp O rn N Q W H J Q W H J N G N W N W / / 30 .1 •/ 550 1iiiii �� I 545 540 535 530 525 5520 12+5D15 I FUTyI SV7 /PIA �EEy 1 I in =4 LOI I T/ II 17 9.0 3 NP) \ I / / I16T/ jl ' —�- 0l 3 LO�f II m 30 0 30 60 Scale: 1"=30' o� �m M h Q 535 N W O VDOT CI)-2 OUTLET 4" SCH 530 525 TO B 0 •�� . i` •:., : r ,. C -' • vFILL '1 1 � F. 49fh'+00 10+50 11+00 11+50 12+00 12+50 i / / I / / 90 rp* 15" f41y Aw1 5 h 5 to 12 irchBS M F! —1 4BIAN TYPE 3 BARRICADE iFt MUTCD 6F-7 DETAIL C9 Not To Scale Focv of Curb Iry rt Lths 6'�• ` � � D •- � e � � D • � D - � D a ytr� yy�I�y�•IY1r bl `V @@@@?YYYYI IKM•NNIt f/AM1fI1�}. ,••� Rolltop Curb 2 ROLLTOP CURB DETAIL C9 Not To Scale SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVH.LE VA, 22902 JUSTHJ@SHW-ENGHJEERING.COM Qp ��Gy STrN. SIUW a LIC. 0.45183 I'L(mlzl p :93R»ArAt. FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUB1bIISSION: 2020.03.20 REVISION: 1) 2020.05.27 UTHM ORDER SEP 2) 2020.06.03 SECOND SUBMIT. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE NO. ROAD C & D PLAN 19.029 2 BEECH TREE TERRACE PROFILE C9 SCALE: VERT: 1"=10' HORIZ: 1"=30' C 9 Albemarle County M-built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads. please consult with VDOT. 1. A signed and dated professional seal of the preparing en_aneer or Surveyor 2. The name and address of the firm and individual preparing the drawings on the title sheet 3. "As -built' must be labeled on the drawings with the date of preparation or revision 4. The constructed location of all items associated with the road construction must be shown The items include. but are not limited to the following: a. Horizontal Alignment - Show and label measurement points. and an interpreted line between measurements- Show the as -built centerline over the design centerline. Distinguish between the design elevation and as-biuilt by labels and line type. Measurements shall be at each station as a minimumand at frequent enough intervals to accurately portray the as -built centerline. and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or constnxtion- b. Vertical Alignment - Show and label measurement points. and an interpreted line between measurements. Show, the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation Measurements shall be at each station as a imm maim and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design. provide curvature and sight - distances. Cormctiom may be required for alterations from the design alignment. b- Edge of Pavement - Display the constructed edges of pavement and width measurements at every station or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk as well as ramps and curb Lets must be inchtded. c Culverts, Pipes and Drainage Structures - Display the installed type of drainage stricture. culvert pipe size. material. inlets or end treatment(s), inlet and outlet protection- alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design provide computations verifying design standards. d- Ditch Lines - Display the constructed location of all ditch lines. including typical section direction of flow. and linings. e- Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded doclmments- e_ Guardrail - Display the constructed location of guardnaIl- including the guardrail type, length and applied end treatments. compared to design. f Right of way and associated easements - label deed book and page numbers for all dedicated right- of-ways. sight easements. slope easements. etc_ and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied Inspection reports are required for fill compaction CBR's. and pavement applications - b- Street Trees - if street trees are on the design plan provide design and as -built locations and species. i. Sias -Show all installed signs and pavement markings. Include any pedestals or other features. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL U INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION ACKFILL 41MI B" B" MIN MIN #68 STONE AS ACSA STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING UNDISTURBED EARTH 2 - 3/4" DR v�Ma ALL -THREAD RODS.....__ N4 ��OIIII� a7- I UNDISTURBED NTS FIG. W-2 TD-2 ASTM A36 AND HIX NUT AsrM Asl1a (TYP) UNOISNRBEO SOIL (lYP) WATER MAIN e• PLAN -CIASS A-3 CONCRETE ELEVATION SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3 DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM IF THE TRENCH WIDTH IS PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS =AINTm BLUE IN REMOTE AREA, FINISHED GRADE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE nt NOTE: HYDRANT MUST BE AIR RELEASE VALVE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS Al THE LOCAL STANDARD. BRONZE GATE LENGTH OF BRANCH VARIES 11 '� BRASS OR BRONZE PIPE VALVE 6' MIN - -.I'-6TABLE TRAFFIC RATED (270') 2' To 10' vALVE BOX W/ LID 18"-22° DRAIN TO GRADE I' 7 CU. FT. ALVE BO 5 IF POSSIBLE I, $68 STONE 42"MIN ';� 6" GATE v BRICK SUPPORTS OR 1�)� �'VALVE SOLID CEMENT BLOCKS ',•. IA. CRUSHED STONE 7� M.J. GATE VALVE WATER 41 W It 1 1 11 W M LINE 2500 P.S.I. - CONCRETE '.A 4 2'x 2' BEARING AREA. THRUST BLOCK ,4 `.a n_ Ai M .. 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. w-5 TD-9 PLUG ( ". VI 2 P/g FOR TEE OR WYE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS REQUIRED M o' d SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 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 8" 45 2.66 2.65 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.56 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1/4 1.83 2.33 2.84 0.18 J LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. CROSS ANCHOR RESTRAINTS FOR VALVES CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. WS CONCRETE THRUST BLOCKS Fig. W-3C TD-6 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 3' CLEAR ZONE 3' CLEAR ZONE BE CONNECTED USING A PIPE SADDLE. 54.0' ROW 54.0 ROW 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% VDOT ST CG-6 VDOT STD CG 6 (1/4" PER FOOT) �� CURB AN CURB AND 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN GUTTER, YP. 12.0' 12.0' GUTTER, TYP. DIAMETER OF 4", 9.O'-10. O 1 O.O' 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER PARKING TRAV-1 1EL TRAVEL TRAVEL TRAVEL OF 3 FEET. 5. 2.0 r2O7' ZO%LANE 2.0%LANE 6.0007 200 2.0% y0 LANE LANE LANEO% 60% 2.0 2. LANDSCAPING --m-- LANDSCAPING-'��'T"'TT��T STRIP, TYP. 1.5" SM-9.SA ASPHALT STRIP, TYP. 1.5" SM-9.5A ASPHALT 4.0" CLASS A3 CONC. 4.0" CLASS A3 CONC. 3.0" IM-19.0 ASPHALT SIDEWALK (TYP.) 3.0" IM-19.0 ASPHALT SIDEWALK (TYP.) 6.0" VDOT #21A 6.0" VDOT #21A 4.0" VDOT 21A (TYP.) 4.0" VDOT 21A (TYP.) COMPACTED SUBGRADE COMPACTED SUBGRADE NOTES: MINIMUM CBR=10 NOTES: MINIMUM CBR=10 1. PARKING ON ONE SIDE OF STREET ONLY. 1. NO PARKING. 2. DESIGN SPEED = 25 MPH. 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. 3. DESIGN STANDARD: S TYPICAL 24G 2ROW CROSS SECTION TYPICAL 29' ROW CROSS SECTION C10 Scale: 1"=10' C10 Scale: 1"=10' APPROX. 40.0' .AW' K sr ROW DEDICATION.., * . qj.. CURRENT BL 'T `'�' [" -" POSED BL PAVEMENT VDOT CG-6 ' DESIGN BY STD. CURB OTHERS &GUTTER MEDIUM EX. EOP �6' STREET TREES 1i11_1iei ° 10' EX. p' FUTURE 10 6' TRAVEL 2.5' A TRAVEL LANE AND APE IDEWALKI� LANE STRIP 4.0" CLASS A3 CONIC. SIDEWALK (TYP.) 4.0" VDOT 21A (TYP.) 3 �PROFFIT RD ROW CROSS SECTION SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN UNET I SECTION SERVICE LATERAL IN UNE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION NOTES: 1. FUTURE TURN LANE & DRAINAGE IMPROVEMENTS BY OTHERS. 2. POSTED SPEED = 35 MPH. N.T.S. FIG. S-2 NTS FIG. W-3 TD-3 COPPER SOFT STOP 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 THV 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) 4" DIAMETER BRANCH AND VALVES - NTS FIG. W-9 VARIES BOX WATER MAIN--/ \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") AR ES PVC THRUST VALVE IF M.J. FITTI JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 1G I 5' III I 't-"- I 5' I r J LWATER SEWER c l o p 02 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS: WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM • 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-t TD-1 FL' X 5" 2500 P.S.I. CONCRETE BASE AND THRUST BLOC BLOCK AGAINST -'''•- UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR EN RESTRAINED JOINT FITTINGS 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 IMTH 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 I' rANPRESAM + J/f MALE NINE COUPUKO OR ARAMM N AL 1• THE TC 5GF'f CORDER YSE AL AnAfim FAMILI REG R DUAL AWINKIIAL SNR GF NwL NCUI;K➢AL M ANG NK3GAnw m+Mces 1•xl'd' 1C KmE' O NO SKxTrD FlTIIKGS P' DUAL SERVICE R I" CCMPRE590K , 3/*• MAU ME-C-PUN_ OR AroaOMD MAL I• TrrE x saT cGPPw O F. OSE ON NETICHE, 9.941E FaMN.Y RE91Y n L SERVICE VR[RE AN IR%ATION WE 5 NGT PRCMEEP 51NGLE SERVICE 1I SEiGNE, MAIL BE ugq ON PVC NINE V I THREADED COUPLING BRASS NIPPLE AND PVC o CAP 1 LUBRICATE ALL THREADS Tp METER BOX (SEE FIG. W-7) NO. 57 STONE 2" PIPE SLOE -_ READ TO DRAIN IF - GRADE ALLI I VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 _ TD-19 WON UD _nm9 GRADE MIN ✓ `CaNPONaTKN STOP �):^�'('�. ` / t� ,'•:tt NECESSARY SaWI DR ONST JRDEA .,' +;Yrc�: •.Y1t"4--� A. gMEER DRAM •`PE 'AC.A.F; LONG P CKEC ': MMIRAI YY1EX (T-MGH WHYLM MIXNf551 ::1..;Pr,.._�..Y..,..;u!-SR -:T ... ,.-_. ...: ..'�'"�'id','1�i+.`id ffEC 101 NO 1/ v: eF:TC TYPICAL SERVICE LATERAL INSTALLATICP•, (5/8" & 1" METERS) NTS FIG- W-6A TD-10 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. O J 1" [25mm] r D Z O O O m M W 2' (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [38mm] / (2) CORED PICKBARS 1 1/0" (29mm) DIA BOSS D 27 1/2" DIA 1 1/2" [699mm] [38mm] m 26 1/4" DIA M [667mm] JI [178mm ] 26" DIA 1 1/2" X_ [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm] O I_L < I 28 7/16" DIA 5/8" [722mm] [lam m] 23" OW m [584mm] T 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION 2" OF SM-9.5A SUPERPAVE 0p00000000000000 6" - VDOT #21A BASESTONE II I II I II I II I II I II I II I II I II 11- COMPACTED SUBGRADE aTYPICAL DRIVEWAY SECTION C10 / Not To Scale 4 - .. <a 4" - 3,000 PSI CONCRETE 4 A. 4" - VDOT #21A BASESTONE 0000000000000000 II I II I II I II I II I II I II I II I II 11- COMPACTED SUBGRADE 5 \TYPICAL SIDEWALK SECTION C10 ) Not To Scale SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESV➢.LE VA, 22902 JUSTHN@SHOP-ENGHNEERING.COM TLicgo. 10rA >> 3R»LrAt. FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUB1bIISSION: 2020.03.20 REVLSION: 1) 2020.05.27 UTHM ORDER SEP 2) 2020.06.03 SECOND SUBMIT. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE NO. 19.029 SITE & ACSA DETAILS C10 C10 Scale: 1"=10' 1A 2A 3A 4A SA 540 0 540 535 535 530 530 525 525 520 520 515 nPhA 515 510 510 505 505 500 g500 495 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 5 1 SAN. SEWER IA-5A C11 SCALE: VERT. 1"=10' HORIZ. 1"=30' 550 550 545 540 535 530 wl 525 520216.1 515 510 505COMP SHIMP ENGINEERING 500 LAND PLANNING -PROJECT MANAGEMENT 495 912 E. HIGH ST. 939.227.5190 CHARLOTTESVH.LE VA, 22902 JUSTHJ@SHW-ENGHJEERWG.COM 490 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5V0 2 SAN. SEWER 2A-2D C11 SCALE: VERT. 1"=10' HORIZ. 1"=30' rA j sfuw > Lic. o.45183 545 545 y A� 1 i/ ix:l ZQ+4 540 540 98�AL rtX. GRADE 535 00 N 535 w o i 530 z N _ 530 FINAL SITE DEVELOPMENT PLAN FOR 525 525 PROFFIT ROAD 520 - 520 TOWNHOMES rn o NORTHN 515 _ > 515 - 5g ALBEMARLE COUNTY, VIRGINIA 510 10+00 10+50 11+00 11+5D 12+ODi D SUBMJSSION: 2020.03.20 3 SAN. SEWER 3A-3B REWSION: C11 SCALE: VERT. 1"=10' HORIZ. 1"=30' 1) 2020.05.27 UTHM ORDER SET 2) 2020.06.03 SECOND SUBMIT. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE NO. 19.029 SAN. SEWER PROFILES c I1 - o o rn ' � <Oy ±N NJ +M M_N M 'n0 SAN SEWS PROFFIT ROAD ACSA PLA Al TO A2 FROM ADJACENT CONSTRUCTION. REFERENCE S FOR "NORTH PROFFIT RD" - UGU rnnlnluT CROSSHdG w a � 62 LF STEEL SLEEVE PER CS�BEfiM� X. GRADE u� 155.61 LF 8" S m N - ST o> z N. 957 COMPACTED FILL � > CROSSI �n 545 0 540 m � I � o 535 �- n \ X. GRADE W Z 'n H _ Na_ 530 _ \ \ 525 � z N 520 51.42 LF 8" DIP ®0.58% v>�n �. n ob. � � �z oz 0 0 515 z - 510 ACTED FILL 505 500 495 FRAME &COVER (SEE FIG. S-I-D,E) P STREET SURFACE OR NON -PAVED AREA w � REMAINING BACKFILL SHALL SLOPED AREA � Z NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5 IN ANY DIMENSION 1'-0" MAX 24"MI 2'-0" INTIAL BACKFILL* PSI CONC. BASE 8"MIN (6" LIFTS) EMBEDMENT *THOROUGHLY COMPACTED RUBBER COATED STEEL 3'-0" MIN NCH SLOPED TO FLOW ANNEL 1/4" 1' MIN BY HAND OR APPROVED SPRING LINE O MECHANICAL TAMPER OFPIPEPRECASTREINFORCEDN0.68STONEHAUNCHINGBEDDING STEPS CAST IN PLACE tLBE 6" maxCONCRETESECTIONS4"min 0"RINGSEALSai6"MAXFOUNDATION (SHALL BEMINIMUM ELEVATION - 12 BRANCH REQUIRED WHEN SOIL DIFFERENCE ACROSS M.H. 5" 4'-0" 5' � / I CONDITIONS ARE UNSTABLE FROM INLET TO OUTLET C �� o ALL PIPE) SHALL BE 0.20 FEET. VARIES CONCRETE DEPTH OF FLOW FILLETS 2" CHANNEL TO ,� p ' 3/4 DIAMETER OF '=-s-- ' CONTRIBUTING -- NOTE SEWER. � • 12" A FILLETED INVERT OR A SMOOTH .•d 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NOTE: BACKFILLED ENTIRELY WITH NO. 21A STONE. INLET &OUTLET PIPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO 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 PROVIDED. MIN. 6" BEDDING W/ N0. 68 STONE BAND EXISTING MANHOLES SHALL STONE SHALL BE PROVIDED' NOTE r W BE CORED AND A FLEXIBLE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE � CONNECTION BOOT BEDDING OF N0. 68 STONE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. O INSTALLED 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED INSIDE AND our. TYPICAL MANHOLE PLAN TYPICAL SEWER PIPE TYPICAL MANHOLE SECTION SHOWING BRANCH TIE — IN INSTALLATION IN TRENCH SHOWING BRANCH TIE—IN N TS N.T.S NTS FIG. S-I-A FIG. S-I-B FIG. S-3 TD-25 TD-27 TD-34 550 n 545 540 535 530 525 520 515 510 505 soo u _ 18" SUMP 10+50 11+00 11+50 12+00 STORM SEWER A1-A7 >z DZU 515 510 505 500 495 490 485 480 475 C12 SCALE: VERT: 1"=10' HORIZ: 1"=30' BONN im 111101••� '' I11 11l1 1 )'11� will11 11!' -11� CROSSmim � JEA I��r61�oiiiT7•,Ei� Yii:la II�II -�'f.[4411� ��1•S�I�Y..9� 11 aseelaiiiiiiINEE ter• 1 1 �' �" III I'll! �;;IIIIIIIIIIIl11�11�� - 7�==� MIN ��--� m amI- ��i= II II III OAR _ ��--� ■ Eihi��1 ! llll�--ll! 550 __/_N 535 530 525 520 515 95% ACTED 510 505 DO TaaED 95 10+00 10+5095 505 12+50 13+00 13+5fs STORM SEWER B5-B5A C12 SCALE: VERT: 1"=10' HORIZ: 1"=30' l d. N O - w�a N + 3¢� gN z W otj 3-2 WJH- / T 10+00 10+50 11+00 11+50 12+00 12+50 134 2 STORM SEWER F1-F2 C12 SCALE: VERT: 1"=10' HORIZ: 1"=30' 535 530 525 520 515 510 505 500 495 490 495 3 STORM SEWER B1-B7 C12 SCALE: VERT: 1"=10' HORIZ: 1"=30' 520 515 510 505 500 495 490 485 480 0t75 535 545 530 540 525 535 520 530 515 525 510 520 505 515 500 510 4 w✓ ri►' fir'-LS�I ��It1ii"frYlr7 111-11� 111-►:VlL� 111�11ieT7eI�111 111��11� 111�7�11� !11l�11� 111�! ISt�R�'I+B�WY ��•jgr��'tat�ate� / 1 E2 En 520 515 510 505 500 495 490 485 480 520 515 510 505 500 495 490 485 480 475 10+00 10+50 11+0V s STORM SEWER El-E3 C12 SCALE: VERT: 1"=10' HORIZ: 1"=30' �lr�f•�'lfil IIIII� ��il Itrillu Y✓`� �i�il7i�188 � �11aet41aam:aal��1 ■ �� IIL^AiTiT1SiITMI 1IM01311111 1■ �1iIlYD lail�_�NNNENNEIII E,�21�III,iI� t1 : itZ7k 'trill �II�III �I:I'/.1��11�111 0rM.i F�i��11�111 11� �:''� 4•�YLd ��tr131K aL't� 1' 535 535 llllllllllllll _ llllllllllllllll 1 !r _ F_4» 1 \�J 525 lIIAi'1VL 11� 1111T'I!C.TiT.7.�11011� 111IWi7t�1111! 1 111��11� 1 �'�IItt�76f 1111.S3Y�l111i7� llllllllllNl _ llllllllllllllll 515 1 t 1 t 1 11 4 TORM SEWER A4-A4A ®S2R-1 1 520 515 510 E C15) 505 500 495 g490 485 z10+00 10+50 5 7 STORM SEWER C1-C2 C12 SCALE: VERT: 1"=10' HORIZ: 1"=30' C1 C2 520 515 510 505 500 495 490 0 o 0 � i 20N + Jm 0 ozp-o �¢ o-p o> O x � Ti- NQE W? .H- LEXS (DETAIL 4 SHE 14.30 LF 15" T" SUMP 0 36"x36"X24' ro 0 o CONC. BASE . '-; 'a RET.WALL o �n MIN. 11 GOIAPAGTED z o 0 o - FILL O o o > z - 2 N 33 N3 m OO m p 525 oo n o 520 515 510 505 500 495 490 495 525 520 515 510 505 500 495 a490 10+00 10+50 5 s STORM SEWER B3-B3A C12 SCALE: VERT: 1"=10' HORIZ: 1"=30' i� f Ell 111� �- �K�•2•D1I Y �. r kA im ::-°17 ., - M � T �� I��u8C8E� CSC LD-229 Storm Drain Design Computations Proffit Rd TH North From To Catch. Runoff Increment Accum. Total Total Total Up Down Pipe Invert Pipe Pipe Velocity Flow time Structure Structure Area Coef AC AC TOC Intensity Flow Invert Invert Length Slope Diameter Capacity Increment ac min in/hr cfs Elev. Elev. ft % in cfs MIS) min 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A7 A6 0.24 0.71 0.17 0.17 5.00 6.81 1.17 524.00 521.20 59.81 4.680/6 15 15.1 7.2 0.14 A6 A5 0.09 0.71 0.07 0.24 5.14 6.77 1.62 521.00 519.20 30.30 5.94% 15 17.1 8.7 0.06 A5 A4 0.45 0.71 0.32 0.56 5.20 6.75 3.76 519.00 515.20 126.88 2.999/6 15 12.1 8.7 0.24 A4A A4 0.35 0.71 0.25 0.25 5.00 6.81 1.69 519.00 517.00 28.65 6.98% 15 18.5 13.2 0.04 A4 A3 0.22 0.71 0.16 0.96 5.04 6.80 6.53 515.00 512.20 55.77 5.020/6 15 15.7 12.2 0.08 A3 A2 0.09 0.71 0.06 1.02 5.11 6.78 6.92 512.00 511.00 27.54 3.63% 15 13.3 11.0 0.04 A2 At 0.17 0.71 0.12 1.14 5.15 6.77 7.72 507.50 505.50 19.54 10.24% 15 25.0 18.0 0.02 87 B6 0.33 0.71 0.23 0.23 5.00 6.81 1.57 522.50 521.70 27.90 2.870/6 11.9 6.6 0.07 B6 B5 0.16 0.71 _ 0.11 0.34 5.07 6.79 2.32 521.50 514.20 153.34 4.76% _15 15 15.3 8.9 0.29 135A 135 0.46 0.71 0.32 0.32 5.00 6.81 2.19 515.00 514.20_ 33.12 2.42% 15 10.9 6.9 0.08 _ B5 B4 0.30 0.71 0.22 0.88 5.08 6.79 5.97 514.00 513.20 30.77 2.60% 15 11.3 9.3 0.06 B4 B3 0.18 0.71 0.13 1.01 5.14 6.77 6.81 513.00 509.20 124.05 3.06% 15 122 10.2 0.20 B3A B3 0.40 0.71 0.28 0.28 5.00 6.81 1.93 510.00 509.20 33.01 2.420/6 15 10.9 6.7 0.08 133 B2 0.23 0.71 0.16 1.45 5.34 6.71 9.74 509.00 508.40 28.82 2.080k 18 16.4 9.7 0.05 D B2' 0.18 0.71 0.13 0.13 5.00 6.81 0.86 512.80 508.54 5.00 85.20% 18 35.60 3.5 0.02 82 B1 _ 0.00 0.00 0.00 1.58 5.39 _ 6.70 10.56 508.20 505.00 166.05 1.939/6 18 15.8 9.6 0.29 C2 C1 0.21 0.71 0.15 0.15 5.00 6.81 1.03 505.00 504.00 14.30 6.99% 15 185 8.1 0.03 F2 F1 15.70 0.40 6.27 6.27 20.00 4.17 26.17 493.10 485.70 218.00 3.390/6 60 63.9 8.2 0.44 E3" E2 4.35 497.00 495.00 19.60 10.20% 24 62.6 11.5 0.03 E2`• E1 4.35 493.00 489.00 36.00 11.11% 24 65.4 11.8 0.05 G G 0.34 _ 0.67 0.23 0.23 5.00 6.81 1.56 529.40 529.00 13.00 3.08% 12 6.8 6.5 0.03 *Connection from trench drain D to 82 Is a manufactured Inserta-tee_fitling "10 yr Flow from HydroCAD model s VDOT: LD-229 C12 NOT TO SCALE Proffit Rd TH North LD-2049tamnrater Inlet Computations Inlets on Grade Only Sagg Inlets Only Ea o a 2 t E m 0 m c U' 18 Ti gmg o rrn rn E k 0 E s .1=' �• 1a g' - X X `m C7 a E id c 2 ~_ 5'i w m m ❑ 8 c m °� m 'o d s u r to a a x a 6ii ❑ m ❑ Ix a ❑ 0 0 0 2 0 i•a a- 0 n F 0 ❑ e 0 O M g ❑ o 2 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (so) (inmr) lots) (cfs) (cfs) (1/') (T) (T) (ft) (ft) (ofs) (cis) (ft) (ft) (H) A7 DI-3C 6 0.24 0.71 0.17 4.0 0.69 0.00 0.69 0.015 0.005 0.020 0.083 0.10 0.14 0.5 0.5_ 0.20 0.27 5.27 6.99 6.5 1.12 0.00 1.12 AS DI.3B 8 0.09 0.71 0.07 4.0 0.27 0.00 0.27 0.015 0.025 0.020 0.083 1.53 0.10 100.0% 0.27 0.00 1.80 0.13 100.0% 0.44 0.00 6.5 0.44 0.00 0.44 A5 DI-3B 8 0.45 0.71 0.32 4.0 1.27 0.00 1.27 0.015 0.025 0.020 0.083 4.62 6.28 021 0.25 99.4% 89.7% 1.26 1.85 0.01 0.21 6.5 2.06 0.00 2.06 A4A DI-3C 6 0.35 0.71 0.25 4.0 0.99 0.00 0.99 0.015 0.005 0.020 0.083 0.13 0.5 025 6.54 6.5 1.61 0.00 1.61 0.18 0.5 0.35 8.41 A4 DI-3B 6 0.22 0.71 0.16 4.0 0.62 0.01 0.63 0.015 0.022 0.020 0.083 2.38 0.17 100.0% 0.63 0.00 6.5 1.01 0.21 1.22 4.49 0.20 90.0% 1.10 0.12 A3 DI-3B 8 0.09 0.71 0.06 4.0 0.24 0.00 0.24 0.015 0.020 0.040 0.083 1.52 0.13 100.0% 024 0.00 6.5 0.40 0.12 0.52 2.16 0.17 100.0% 0.52 0.00 A2 131-3S 8 0.17 0.71 0.12 4.0 0.48 0.00 0.46 0.015 0.020 0.040 0.083 1.87 0.18 100.0% 0.48 0.00 6.5 0.78 0.00 0.78 3.40 0.19 100.0% 0.78 0.00 87 DI-3C 6 0.33 0.71 0.23 4.0 0.92 000 0.92 0.016 0.005 0.020 0.083 0.12 0.5 024 8.27 0.17 0.5 0.34 8.12 6.5 1.50 0.00 1.50 _ 66 DI-3B 6 0.16 0.71 0.11_ 4.0 0.44 0.00 0." 0.015 0.020 0.020 0.083 1" 0.16 100.0% 0.44 0.00 6.5 0.72 0.00 0.72 3.15 0.18 100.0% 0.72 0.00 135A DI-3B 8 0.46 0.71 0.32 4.0 1.29 0.00 1.29 0.016 0.020 0.333 0.333 5.04 0.22 100.0% 1.29 0.00 w 2x3 Grate 6.5 2.09 0.00 2.09 _ 6.74 0.26 100.0% 2.09 0.00 BS DI-3B 8 0.30 0.71 0.22 4.0 0.86 0.00 0.86 0.015 0.020 0.250 025 3.71 _ _0.19 100.0% 0.86 0.00 6.5 1.40 0.00 1.40 5.32 0.23 99.4 % 1.39 0.01 a4 DI-3C 6 0.18 0.71 0.13 4.0 0.51 0.00 "1 0.015 0.005 0.167 0.167 0.08 0.5 0.16 4.27 6.5 0.83 0.01 0.84 0.11 0.5 0.22 5.90 B3A - D1.3B 8 0.40 0.71 0.28 4.0 1.13 0.00 1.13 0.015 0.060 0.084 0.084 2.84 0.18 100.0% 1.13 0.00 6.5 1.84 0.00 1.84 4.40 0.21 100.0% 1.84 0,00 133 DI-2B 8 0.23 0.71 0.16 4.0 0.64 0.00 0.64 0.015 0.660 0.001 0.001 1.79 0.16 100.0% 0.64 0,00 W. 2x3 Grate 6.5 1.04 0.00 1.04 2.58 0.17 100.0% 1.04 0.00 C2 GRATE 2x2 0.21 0.71 0.15 4.0 0.60 0.00 0.60 0.015 0.100 0.100 0.10 0.5' 0.20 7-00 6.5 0.98 0.00 0.98 0.14 0.5' 0.29 2.44 ' Curb height represents height of critical adjacem grade. 10 VDOT: LD-204 C12 NOT TO SCALE Proffit Rd TH North Inlet Drainage Area Summary Impervious C 0.9 Pervious C 0.3 To Inlet Area Impervious Turf C A A7 1 10,590 7,201 3,389 0.71 0.24 A6 4,125 2,805 1,320 0.71 0.09 AS 19,540 13,287 6,253 1 0.71 0.45 A4A 15,260� 10,377 0.71 0.35 4,883 A4 9,540 1 6,487 3,053 0.71 0.22 A3 3,755 2,553 1,202 0.71 0.09 A2 7,350 4,998 2,352 1 0.71 0.17 67 14,180 9,642 4,538 0.71 0.33 B6 6,815 4,634 2,181 0.71 0.16 BSA 19,825 13,481 6,344 0.71 0.46 B5 13,255 9,013 4,242 0.71 0.30 84 7,830 5,324 2,506 0.71 0.18 B3A 17,430 11,852 5,578 0.71 0.40 63 9,880 6,718 3,162 0.71 0.23 D 7,775 5,287 2,488 0.71 0.18 C2 9,295 6,321 2,974 0.71 0.21 F2 684,100 113,256 1 570,844 0.40 15.70 G 14,860 9,160 5,700 0.67 0.34 DITCH 2A 6,880 860 6,020 0.38 0.16 DITCH 2B 15,230 0 15,230 0.30 0.35 DITCH 2C 5,005 0 5,005 0.30 0.11 11 INLET DRAINAGE AREA SUMMARY C12 NOT TO SCALE Proffit Rd Townhomes North Madified LD-268 Roadside and Median Ditch Desian Form Ditch C A CA TOC Side - :1 L Slope - ;1 R Min Slope tt/tt Max Slope fVft Design Storm Intensity (iNhr) O (cfs) Allowable Velocity (fps) Earth n=.03 Vel.' Protective Lining EC-2 or EC-3: n=.05 On Velocity' Depth" Paved: n=.015 On Depth INCR ACC 1 4 4 0.050 0.050 2-Yr 4.0 30-Vr - 4.35 0.22 2.95 0.61 2A 0.38 0.16 0.06 0.29 5.0 3 3 0.024 0.027 2-Yr 5.17 1.49 4.0 0.07 1.93 12 10-Vr 6.81 1.96 0.10 2.07 0.58 2B 0.30 0.35 0.10 0.39 1 6.0 2 2 1 0.035 0.056 1 2-Yr 4.93 1.94 1 4.0 1 0.10 3.04 '1 .13 10-Yr 6.53 2.57 0.13 3.27 0.70 2C 0.30 1 0.11 0.03 0.43 6.0 1 2 2 0.110 0.162 2-Yr 4.93 2.11 6.0 0.11 4.58 cjS 10-Yr 6.53 2.79 0.14 4.91 0.59 Velocity calculations performed using maximum slope for this application "Depth calculations performed using minimum slope for this application 12 VDOT: LD-268 C12 NOT TO SCALE SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVH.LE VA, 22902 JUSTH4@SHMP-ENGINEERING.COM Qp ��rA Gy S . SFUW >a Lic. o.45183 I'L�r�lzl :4*k Ars1. FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUB1bIISSION: 2020.03.20 REVISION: 1) 2020.05.27 UTHM ORDER SEP 2) 2020.06.03 SECOND SUBMIT. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE NO. 19.029 STORM SEWER PROFILES C12 II PIPE OUTLET CONDITIONS A AKLA WIIH NU ULHNLU CHANNEL 0% 0 9 > d T- SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. 410 3Do d50 depth Outlet La (ft) Do (ft) (Cfs) (ft) (in) (in) Condition E1 3.84 13.0 2.00 6.00 6.0 9.0 Channel F1 25.75 20.0 3.00 9.00 9.0 12.0 Channel BD 40 29177 5378 908 TIER 1 DEEP COVER SPECIAL PROVISIONS 1. INSTALLATION REQUIREMENTS SHALL BE AS SPECIFIED IN THE STORMTECH DESIGN MANUALS AND CONSTRUCTION GUIDES EXCEPT AS MODIFIED IN THESE SPECIAL PROVISIONS. 2. ATTENTION IS CALLED TO TABLE 1 -ACCEPTABLE FILL MATERIALS" IN THE STORMTECH CONSTRUCTION GUIDE AND ALL OTHER APPEARANCES OF THE "ACCEPTABLE FILL MATERIALS TABLE. FOR AREAS OF THE SYSTEM WITH COVER ABOVE 7 FEET (2.1 m) FOR THE MC4500 AND ABOVE 8 FEET (2.4 m) FOR THE MC-3500, EMBEDMENT STONE SHALL BE COMPACTED WITH 3 PASSES OF A WALK BEHIND VIBRATORY PLATE COMPACTOR OR JUMPING JACK IN 12" (300 mm) LIFTS 3. STONE SHALL HAVE RELATIVELY FLAT SIDES AND SHARP EDGES (ANGULAR) OR RELATIVELY FLAT SIDES AND ROUNDED EDGES AND SHALL CONTAIN LESS THAN 20% FLAT OR ELONGATED PARTICLES. FLAT OR ELONGATED STONE IS UNACCEPTABLE. FOR DESCRIPTIONS OF ANGULARITY SEE ASTM D2488 -STANDARD PRACTICE FOR DESCRIPTION AND IDENTIFICATION OF SOILS (VISUALMANUALPROCEDURE)'. 4. STONE SHALL BE HARD AND DURABLE. IT IS THE ENGINEER'S OR CONTRACTOR'S RESPONSIBILITY TO SELECT HARD AND DURABLE STONE. STORMTECH CONSIDERS AN LA ABRASION VALUE OF LESS THAN OR EQUAL TO 30 TO BE HARD STONE. S. FOUNDATION STONE SHALL BE MECHANICALLY COMPACTED WITH A VIBRATORY ROLLER OR VIBRATORY PLATE IN 6-(152 mm) LIFTS. 8. EMBEDMENT STONE MUST BE DUMPED IN PLACE BYA STONE SHOOTER OR CONVEYOR OR EXCAVATOR. 7. INSPECTION DURING THE INSTALLATION BY THE ENGINEER, OWNER OR OTHER REPRESENTATIVE IS RECOMMENDED. THE INSPECTION SHALL INCLUDE OBSERVATIONS OF THE CHAMBER SYMMETRY DURING BACKFILLING TO ENSURE THE CONTRACTOR'S METHODS ARE NOT CAUSING UNACCEPTABLE DISTORTION OF THE CHAMBERS. 8. AN ADS FIELD TECHNICULN WILL CONDUCT A PRE- 01%81RUGDON MEETING TO TRMN REPRESENTATIVES OF THOSE RESPONSIBLE FOR CONSTRUCTING THE SYSTEM AND THOSE CONDUCTING THE MANDATORY INSPECTIONS OF THE INSTALLATION. 5 � OUTLET PROTECTION TABLE (OP C13) Not To Scale NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAYBE NECESSARY TO CUTAND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. . THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER ACHIEVED REQUIREMENTS ARE MET. . THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. . THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE RETAINING WALLAND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON THE RETAINING WALUS INTEGRITY. . THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE BUILDING/STRUCTURE. NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE CHAMBERS. THE SITE DESIGN ENGINEER MUST CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON BEARING CAPACITY OF SOILS AND SEEPAGE INTO BASEMENTS. 24" PREFABRICATED END CAP, PART#MC45001EPP24M TYP OF ALL MC450D 24" TOP CONNECTIONS \ 24' X 24" ADS N-12 TOP MANIFOLD INVERT 23.05- ABOVE CHAMBER BASE (SEE NOTES) ROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD �1 MAXIMUM INLET FLOW 19.0 CFS (DESIGN BY ENGINEER/ PROVIDED BY OTHERS) 24- PREFABRICATED END CAP, PART# MC45001EPP24DW TYP OF ALL MC4500 24" BOTTOM CONNECTIONS AND ISOLATOR ROWS INSPECTION PORT (TYP 2 PLACES) \ ISOLATOR ROW (SEE DETAIL TYP 2 PLACES) \ 'ROPOSED STRUCTURE WIELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 16.5 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) P 1W X 18"ADS N-12 TOP MANIFOLD INVERT 29.36" ABOVE CHAMBER BASE (SEE NOTES) IW PREFABRICATED END CAP, PART# MC45O0IEPPISTW TYP OF ALL MC45001W TOP CONNECTIONS ado (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL 8" ADS N-12 DUAL WALL PERFORATED HOPE UNDERDRAIN (SEE TBD BY ENGINEER / SOLID OUTSIDE PERIMETER STONE) 24" X 24" ADS N-12 BOTTOM MANIFOLD MAXIMUM OUTLET FLOW 7.0 CPS INVERT 2.28" ABOVE CHAMBER BASE (SEE NOTES) 1S' X 18-ADS W12 TOP CONNECTION INVERT 29.3W ABOVE CHAMBER BASE (SEE NOTES) PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD (DESIGN BY ENGINEER / PROVIDED BY OTHERS) PLACE MINIMUM 17.5'OF ADS GEOSYNTHETICS 315WTM WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION ATALL CHAMBER INLET ROWS E2 E3 520 515 510 505 500 495 490 485 480 �!'�F_�9•fil • I. � ON W!A1 M 1011 •L - �_11_Inaw �: �Y4�lSt1'dB�L'1id E��e71tS1��f9 .. c - 520 515 510 505 500 495 490 520 515 6'P MERCMN I•1 39 515 �_ a d • • it wl • I E - M4 0.5M o-s199 .0 Iw sRNE- xMP ulu�u�iEus • o a � W➢E 510 • � :11 I-1R'Ag' lo-lA YY=Sp1.» IW-M 49F 510 sos • 3' CBMECT Irn sssn / / 3 4NlF N1fC M M n •I II • 500 ( R61 xv.� II II 500 • _ • • _ II Stt E. MMPKT ' WI. 90 Rflf P1C 'amW $RMf IH e' IIfIS uAxuPACRRF4 sRG ix¢uAE AML ]' STME sLMP uwS ux 495 4W 7495 75 10 w 11 +w 485 480 475 10+00 10+50 11+00 1 STORMTECH BMP OUTLET DETAIL 2 STORMTECH BMP PROFILE C13 SCALE: VERT: 1 =10 HORIZ: 1 =30 C13 SCALE: VERT: 1 =10 HORIZ: 1 =20 o /\ / a .W 0 STAIR WEIR E3 TOP=507.70 STAIR 2 MH-1 6" PVC UNDERDRAIN AFTER WEIR INV. IN 497.50 24" HP -STORM BEFORE WEIR INV. IN 503.44 WEIR E3 TOP=507.70 12"x24" TRASH RACK 8"x13" ORIFICE INV. 505.14 WATERTIGTH GROUT TO SIR. E3 (60" MH-1) `BOTTOM INV. 496.50 3 WEIR E3 DETAILS C13 SCALE: VERT: 1 =10 HORIZ: 1 =2( TW 509 BW 500 I / \ 09 10 \ I WEIR E3 O \ NEW SWM �\ FACILITY ESMT \ 961 9sj 9� \ 90 & v � 506 \ B 00 \ INV=503.44 12 ` BW 506 NV=5 0 05.174<� \\�\ o 6" PERF. PV( �\ OBSERVATION PORT (TYP) INV=505.70- SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVHLLE VA, 22902 JUSTH4@SHW-ENGHJEERING.COM I. Ishms ftbhOmm" 16- A1�R, ROW � �� INV503.40 \ BW 508 INV= 50 IS ATOR ROW v \ 1 = 503.25 \ INV=505.17 d \ \ d Q. \ d \ A2 \ \ a° 4 a 0.. a STORMTECH BMP PLAN C13 SCALE: 1"=20' \ FINAL SITE DEVELOPMENT PLAN FOR \� PROFFIT ROAD TOWNHOMES v NORTH / VC �\ \ \\\ ALBEMARLE COUNTY, VIRGINIA SUB1bIISSION: 2020.03.20 REVISION: 1) 2020.05.27 UTHM ORDER SEP 2) 2020.06.03 SECOND SUBMIT. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE N0. BMP DETAILS 10 0 Scale: 1"=10' 7 10 20 30 19.029 C13 II T.M. 32-20A3 PROPERTIES LIMITED PARTNERSHIPO.B. 2309-419 D.B. 1OB6-45 PLAT D.B. 71B-36B PLAT D.B. 595-2B PLAT \ \ \ \\ \\ I PLANNED DEVELOPMENT MIXED COMM. \ 1\ I\ 11 II o 1 1 1 I I I \ \ 8 I 40 ul 1000 SF PASSIVE RECREATION AREA / \ TO CONNECT ACTIVE AREAS O . \ 4' I CLASS (B TYK�E 1 MJJJJLCHED NATURE \ 14 \ A TAIL CLASS RECRE ONAL.ARRE / / Q / / / ✓5O�' �/ TO COEDAIN GULCH A WHIRL sl0 \ 141A 4' \ 0 A / / ✓ ion - 4 SEAT 1 SF V / / F\ARE ,(3) BENCHES 30"33 CUMBER 2500 SF 1o'"H5" 00(9+f8r ACTwU-, RECREAAREA <10% \ CE/ 1 750 ES. w SLIDE & I i I 0 CDCD \ \ o I \ I I I 1 I NOTES: \ \ 1. RECREATIONAL EQUIPMENT AND FACILITIES SHALL BE 100 SF D PAS MAINTAINED IN A SAFE CONDITION AND REPLACED AS LOPES !EC ATI AREA 0 I \ \ \ \ \ NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY A II I \ \\ I \\ \ \ \ OF THE PROPERTY OWNER IF RENTAL UNITS OR A BEN s ' \ \ I \ \ \ \ HOMEOWNERS' ASSOCIATION IF SALE UNITS. NLA R w D I I I I \ \ \ \ \ \\ \ 2. RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN PLA AR I I \ \ \ \ \ 50 PERCENT OF THE UNITS HAVE RECEIVED CERTIFICATES OF OCCUPANCY. 19V;90 \ \ \ \\ \\ \ \ yv v vv , so SHIMP ENGINEERING2. ' \ \ LAND PLANNING - PROJECT MANAGEMENT \ V A \ \ V A A \ \ \ \ \ \ 912 E. HIGH ST. 434.227.5140 \ \ \ \ 8CQ \ \ \ \ CHARLOTTESVH.LE VA, 22902 JUSTHJ@SHW-ENCH4EERINC.COM � �� •� \ N�Cp TH �,I MA \ ED \ \ A\ vv V y\vv 98 96 v —00 CLIMBE \ \ \ \ \ / A4 2 i \ D \ \ \ \. \ \ \ \ 16 20 22 T LO \ OT \ \ \ a \ \ \ \ O�, r\ \ \ � OT, \ . SIu> Lic. o.45183 I'L`'ril:O!p FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUB1bIISSION: 2020.03.20 REVISION: 1) 2020.05.27 UTHM ORDER SEP 2) 2020.06.03 SECOND SUBMIT. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE NO. 19.029 RECREATION AREA 0 20 40 60 )l T C14 PROFFER STATEMENT ZMA No. 2019000 6--,3223'ProffittRoadf Tax Map and Para LNUmhe4s,t 1132A0-02-00-00200 (?wner(s) of Rectgd: AI BERI Vk](L_ AND DLVELOPMF ST LiC Date of Proffer '7.29 acres to bcr_ .. j = ALBEMARLE Nuniber 032AO1 20190001(1, a pf Original Proffers. .Amendment X `'Proiece-). of Tax Map and Parcel: t application Zh"WA Pursuant io Section be iarle County /onln?1 Ordinance, the Owner hereby voluntarily proffers the conditions listed helots which shall be applied to the Property if it is rezoned. These conditions arc proffered as I pail of the requested rezoning and the Outer acknowledges that the' conditions are reasonable. Thk proffer statement amends the proffers applicable to the Property", were accepted in conjunction with ZMA2018-00006. The Property shall he developed in general accord with the Zoning Map Amendment Concept Plan prepared by Shintp Engineering, dated June 17, 2019 revised September 8, 2020 and shall reflect the following major elements as shown and noted on the plans: 1. The internal street network grid and interparcel connections between the subject parcel and ThfPs 0321110-00-00-02000 and 032.AO-02-00-001 BO; 2. Right-of-way reservation and associated improvements along Proffit Road; 3. A minimum of 44 total dwelling units shall be developed on the property. The total maximum number of dwelling units on the property shall not exceed 80. 4. A 25' Undisturbed Buffer adjacent to'rmp 032A11-03-OB-00200, TMP 032A0-03-OB- 00400, and TMP 03290-0000-03000 as shown on the Conceptual Site Layout. Minimally Disturbed Buffers of the approximate size and in the locations shown on the Conceptual Sitc Layout: a. Undisturbed Buffer allows for the removal of brush and/or dead vegetation. b. Nlinintally Disturbed Buffers allow for minimal grading and/or the removal of brush and/or dead vegetaoon. 5. Garage Setbacks -Single-family cached and single-family detached units located outside of Block 1, ArapJ,jftlI Sheet 4 shall be subject to the following: front loading gax shag l n B1V#d=urn of 3 feet from the front building fapade at front por 6. Parlltt standards shall apply to uses located within Block Area 2 A milans: and single-famih detached units Front building' ApIltdo ibla mod. ,No individual lot driveways shall enter directly : —M ""hwim shall he rear -loaded and only enter onto "Road IV% If Front building facades shall face Proffit Road. For multi -family- off-street parking shall be relegated to the side or rear of buildings adjacent to Proffit Road and shall be accessed from the internal road network. If a drop-off/pick-up area is proposed between multifamily buildings and Proffit Road; a limited off-street parking area can be included to accommodate ADAaccessible and guest spaces. This limited off-street parking shall he screened by landscaping, permanent structures or other acceptable methods per Section 32.7.9 ofthe Albemarlea-vty, Zoning Ordinance. Z%I4' I`✓-I'V l'RnI IL R 59:AR ?4F_�12 QW$er of Tax - ALBEMARLE LAND DEVELOPN1F'S'T LL% a Virginia limited liability company 13y- Brent flail, Manager COMMONWEALTH OF VIRGINIA (44'V COUNTY OF /, , , / ,- , to wit' The Ibregoing instrument was acknowledged before me this -_day of r, Brent I lall, Manager o1"Albemarle Land Development LLC. My Commission expires: Notary Public J 08nbera U. Chumfey NOTARY PUBLIC CamnXinweatth of 1Arginitl Rog. A 187406 My, Moehlt, 20fDf- GAa A2n Iv-16 --- _ . SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 u Lic D 1. 45183 TONAL e i'' 434.227.5140 FINAL SITE DEVELOPMENT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.20 REVISION: 1) 2020.05.27 UTILITY ORDER SET 2) 2020.06.03 SECOND SUBMIT. 3) 2020.10.08 4) 2021.11.08 5) 2021.12.17 FILE NO. 19.029 ZMA201900010 APPROVED PROFFERS C15