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Home My WebLink AboutWPO201900057 Plan - VSMP 2022-12-14VSMP PLAN LEGEND EXISTING NEW 311.5 x 311.5 TIC x 311.5 TW x 311.5 BW x'- _0_ -0- o0 o� ucu ucu q q S S W W O O A A GAS DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE OWNER Albemarle Land Development, LLC Brent Hall 434-996-3911 1949 Northside Drive Charlottesville VA, 22911 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 MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 5154/753 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, INC. April 15, 2019 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 is located with "Zone X" (unshaded). Area of minimal hazard. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. GENERAL CONSTRUCTION NOTES 1. Prior to an construction within an existing ri ht-of-wa including connection to an existing road a permit shall be obtained Y Y 9 right-of-way, 9 Y 9 from the Virginia Department of Transit VDO . This Ian as drawn may not accurate) reflect the requirements of the 9 P ( � P Y Y q 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). AMENDMENT NARRATIVE 1. This Amendment proposes a revised retaining wall design to incorporate a Geo-Grid wall to replace the stacking block walls on the original grading plan. PROFFIT ROAD TOWNHOMES NORTH WPO 201900057 AMENDMENT 2 EXISTING USE Single Family Residential PROPOSED USE 59 New Townhouses Disturbed Area: 5.60 AC LAND USE SCHEDULE EXISTING Area % Building 953 SF 0.3% Pavement 8630 SF 2.7% Sidewalk 0 SF 0% Open Space 307,969 SF 97.0% Total= 317,552 SF (7.59 ac.) PROPOSED Area % Building 46,560 SF 14.7% Pavement 58,132 SF 18.3% Sidewalk 17,276 SF 5.4% Open space 195,584 SF 61.6% Total= 317,552 SF (7.59 ac.) 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 relieve the the contractor from the responsibility of adherence to the contract and for an error that may exist. P Y Y Y 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. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17-207B) TAX MAP 32A, PARCEL 2-2 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1°=2000' 7.1 1OOu d <Rn <<r Q�b e c SITE ,nz '-�PiofOf Hd bej wood B/ 4n, 830 9l5 .,° 933 A` o` 410 eeQ 031 93, nee e33 0 SHEETINDEX r-------------- i r C1 COVER r Revised Sheet r--------------i 1C2--GRADING PLAN 1 Revised Sheet SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O�`��ALTH OF r? �� O v JUSTIN M. SHIMP a Lic. No. 45183 f��IVSIONAL oAo VSMP PLAN FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.10.04 REVISION: 1) 2022.12.12 (AMEND 2.) FILE NO. COVER 19.029 Cl- OAS •/l/ �l / /FFE S35 390, I wER!�TfOfd SIGN,\, CE RIGHT - — �s I j l l I I 1 1 11� \\ � \�--\ I I ➢1 1` \ I / / I I I \\ I j � I I � � �� 1\ \\\ \\\ II I I \\ I / 0� TW 508 // AT HLI TAiS)S :.,.,,<,•,:,. .s OND86ED 8I I \ \ \ \ \ \\ \ \ \\ \\ --_- \\ \ \\ \\ \ \ \ / 1 I I \ I \ \ \ \ \ \ \ - 1 OUT�ALL TO o I // �� /Yi ENCH (TYP. II I I \ \\ 1 \ \ \ \ \ \ \ �� ---_ \ \ \\ \\ \ \\ /-� q2 EX \NATURAL INVERT APPROX 495 11 I I I I \ \ \ \ \ \\ \ \ Sao \\ �� _-\ \\ \ \ \ \ \ / �- \ CHANNEL I I \ \ \ \ / TW 5 \ 1 I \ \ \ \ \ \-____\ �o \ \ \ \ \ \ BW M1 Ox } TW 508 // 1 / x \ \\ \\ \\ \ \ \ \\ \ \ I \ \ I 1 \ \I / \ \ o W 498\ / NEW GEOWEB RETAINING WALL I \) I I A TW 504 BW 494 /AIL APPROXIMATE " /\ \ ` \� pRpl, 9 \ \ \ \� \ �� \\ \ \\ \\ \\ \ I I I I I \ \ I z 1 I TEMPORARY \ I / / / / / �/ GEOGRID (TYP.) 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HIGH ST. 434.227.5140 q7 // / / , ro ,� _____ — \ S2C4 I / / W 12'/GAS E T o CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I FF 15' h�o �x/ 7 / / —\ \\ \�+s\\ S SMT \ \ \I 28 /�\, gp , ,' oy 26 �.NL TH r OF f / S3 \ k \ \ \ / I i i / / / - - / �G MUTCD 1 PAR G. 4 " 1 TCD 8-3 6� FFE \J \ \ \ c+s \ j. 4 I �i I i r , Fj/✓ // / ��' O'�- 5/ SERV TO FF \ \ s�� /' / // U JUSTIN M. SfU P a Lic. No. 45183 i §'/j' '..,�' 38xE y1\�, (•.� \ 33FF4Z1 PARKFI6 C97 D R8-3 / f'�N%� 9t y2 •�.. 1 / I FF�S,/ %' /%:. /dy v�G� /% 1 .. \� c'�� °a• FFE' s / / ry0/ /// // 3x6� \ R p/w/ x p %fie .•� / / v~ / /a / i.` GAS P T �.,• ,�� . \ � I o % 1LSM I VSMP PLAN FOR • 3 / / 0 10 i "NO PARKING�� \` .�. � �' Y 27 / xo /� %x I S � � � / / / i P RO F F IT ROAD / 3 .7 �s TREE TOWNHOMES Sh ; i I /^ / / i �/ �� 0 _ , NORTH _ _ ALBEMARLE COUNTY, VIRGINIA - - - - - 3Ew /rye ----- — - SUBMISSION: E 15' / / ST P SIGN i / I EL ; .: i i i oy G / _ �i - - - _ MUT t TGP GAS ESM -5,3 / / // I , ,� F E M / -; 2019. I U.04 �SIGN / � 1 cg. �/ ,JMUTCD Ri-1 �j C, FFE / "NO PARKIN("_ -- —z 3 31. 0 'f4 v� 1 \ 4 53 / MUTCD RS-3 I� i / i� j / •• /. i IOEREMAIN -� 48.0 2R0 \ o GN"..,'�— �� >.�y, FE--53 ,l l / P" wo I \ FFF\ ,/ „ I 1) 2022.12.12 (AMEND 2.) \% $ ---- 34� -25 MPH SIGN o 7 � � 7_ / , o .°i i"NO PARKING o _ MUICD z4t_._ / ')q u�au` ...._,i '615� I.:, �y =` Tx °y N" EX. POLE 96 "NO PA ING'• 8" DIP W/ 8 TC R8-3 3 t \ \ -4�Op� � _ x3� — — — 390" ov°` � / i %" /' 30 8„ GV�/ Oss --- DIS)'gN�lE ECYIQN �' / s� 29 EREF • .°"r—°"° a � �� °"v 30 1 : I FILE NO. � 1T & OVERLAY / _ _ ' 19.029 LENTRANCE FOR - - - - I a+o --- CA PROFFIT RD - � 1 " TOWNHOMES - --\� EX. OHU c ��\ SOUTH PER SDP201900064 _---- TO -------°�°--,,,-0GUY GRADING PLAN I W � w� I _ EX OHU TO °r °"X POLE \ REMAIN L--°"° � T&T ER EX. POLE - ��,��°"tl_ _ I - _ 30 0 30 60 90 - Scale: 1"=30' C 2