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HomeMy WebLinkAboutSDP201900049 Application 2021-11-16Application for Letter of Revision W Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: Berkmar Drive Apartments - SDP201900001 Contact (who should we contact about this project) Mike Hart Street Address 228 N. Lynnhaven Road, Suite 108 Beach state VA 23452 Phone Number (757) 272-4441 Email mikeh@breedenconstruction.com Owner of Record Berkmar Apartments, LLC Street Address 560 Lynnhaven Parkway city Virginia Beach State VA Zip Code 23452 Phone Number (757) 486-1000 Email brianr@breedonconstruction.com Applicant Timmons Group (c/o Mitch Bowser) Street Address 1001 Boulders Parkway, Suite 300 City Richmond State VA Zip Code 23225 Phone Number (804) 200-6500 Email mitchell.bowser@timmons.com A] The appropriate fee, Ell The site plan number that the change applies to, A] A request letter describing the proposed changes from the owner or authorized agent, A] 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an 11'XIT' copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. Signature of Owner, Agent Mitch Bowser Print Name FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? 11 /16/2021 Date (804)200-6500 Daytime phone number of Signatory B3 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 7/1/2021 (Fee Update) Page 1 of 1 / \ SITE NOTES: DlR ONLY 1. ALL CONSTRUCTION AND MATERIALS SHALL BE TOP=55560 I IN ACCORDANCE WITH THE CURRENT VIRGINIA 11 UPTOWN VILLAGE, LLC ()- DEPARTMENT OF TRANSPORTATION ROAD O DB. 3323, PG. 740 INV. INN =541.52 P / \ \ INV. lN(E)=541.41 \ \ �- / , I / 5 AND BRIDGE SPECIFICATIONS AND ALBEMARLE PARCEL ID: 03200-00-00-05600 I I $ / O INV. OUT=541.30 PRIMARYZONING: R15 RESIDENTIAL ; / / \ COUNTY STANDARDS WHERE APPLICABLE. U E A U6V5 / \ \ 2. ALL DIMENSIONS ARE FROM THE FACE OF a 1 I 1 ! ! TOP=52728 / l/ 24"CMP RISER \ \ Lia. No. 050951 3 INV.=546.05 D/R ONLY I INV.=541.13 1 i lNV 1N=519.97 // / TOP=528.39 CURB UNLESS NOTED OTHERWISE. ,6 ASSUMED LOCATION DlR ONLY ASSUMED LOCATION , N , , INV.= 553.37 /NV.=545.06 z INV.=539.21 I I / \ 3. VDOT STANDARD DETAILS, AS REFERENCED, "F� N I TOP=544.39 3"DIA. DECIDUOUS ¢ OF EX WATER LINE 1 RIP -RAP INV. OUT=519.89 / / lNV 15" CMP UNOBSERV� E O a OF EX. WATER LINE TOP=553.95 /NV.=546.06 m I i / W/4"MTL PIP NV.= 525.E4 \ ARE TO BE CONSTRUCTED IN ACCORDANCE S 6 NOT FIELD -VERIFIED i i INV. 1N=543.36 /NV. lN(W)=537.51 TREE TOP-537.63 NOT FIELD -VERIFIED / \ \ WITH THE MOST RECENT VERSION OF VDOT `SIGNAL TOP=531.27 0 / �... M a ro co Lu o CIO W01 J10 W^o2N J�C) Q W O Q a 20' MIN. REAR BUILDING SETBACK � I INV. IN(N)=537.35 SHRUB INV. IN(W)=531.84 / 5P / I[J \ \ "ROAD AND BRIDGE STANDARDS". i� INV. OUT=543.21 CL INV. OUT=537.28 INV. INN-531.75 ; ; INV. 1N=520.77 / CREPE O / / / \ 4. CONTRACTOR IS RESPONSIBLE FOR 10" DIA. DECIDUOUS INV. OUT=531.63 INV. OUT=520.56 TREE II, I` MYRTLE II I I - / / / INV.=518.23 \ PERFORMING THEIR OWN QUANTITY TAKEOFF. II J II i - - - - - - 5. THE CONTRACTOR IS RESPONSIBLE FOR lNV=545.36 © / INSTALLING ALL STOP SIGNS, DIRECTIONAL © S67°074 "E 1141.98' _ - - - - y - - 8" SAN �% o i INV. =5 _8.00'_ _ _ _ 19.45 _ SIGNS, AND STRIPING SHOWN ON THE PLANS. _ - - - - - _ g..�gpL II �� _ _ 344.53' 6. ALL CURB RADII ARE 5' UNLESS OTHERWISE T .I` y 1 1 - `"'''''" _ - - - - x NOTED ON THE PLAN. y . 1 y 8" SAN - - -� 8„ _ y y y �' y y - - - 1"DIA. �' y y RIP -RAP 7. ACCESS GATE FOR EMERGENCY FIRE LANE y y y y y y y yyyy y y y - y y y UQUS.V y y TR 1"DIA. ClDED OUS 48"RISER SHALL HAVE A SIGN STATING "EMERGENCY y iy`Vi y ,y y \yyyyyyyyyyy'y`I'y �; �, y%y- y�Vy\y`1'y y y yTR y y y yy y y, �, y y y y 4"D11A E� U� y y y EE y y, y y `I' - - y y y `�' TOP=526. 80 ENTRANCE FOR FIRE APPARATUS ONLY". y qL y '1, �L y �L `L y �V -� y y yy yy yy y y �L �V �V �L yy yy y y y `V y y y "C y y `V y y y -�. y y y y y W115" HOLE KNOCKED l y y y y y y y y y �L y `� y y y y y y y y y y y y y y y y y �b� y y y y y y y �L 4"METAL PIPE INV.=519. y y y y y y y y y y y. �y y `I' `Ii y\ y y y �L �X� x IP-RAP i y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y I DENOTES LOWER LEVEL y y y y `I' `�' yyyy y y y y y `�' y �' y yy y y \.r OF SPLIT-LEVEL BUILDINGS y yy y yyy yy yy yy yy �y`V y�`I' y`L `L yyyyy y`1' y yyyyy y y ��1+ �1� >L�Q'y `V `L \ �� MANAGED STEEP y y y 7v�`�' y �iIC y y y y yyy�yyyyyyy y y \ INV.=509.63 SLDSTROPES OCT(TYR) y y y y y y \ Q y y I \ y DENOTES "TYPE A" UNITS y y �-----� ` y yy I 1 \ 71' MAX FROT 3UILD1 TYP 24 UI 3/4 S 2 GAF BUIL T) 24 3/4 2 G/ 1 3/4 SPLIT 12 GARAGES BUILDING 2 -• TYPE V 22 UNITS 3 STORIES 3/4 SPLIT 'GARAGES _^ rig •••• _i c I • 1 =�� VA ft h �\HIIIIIIII&A r NMI• APPROXIMATE LIMITS OF STORMWATER MANAGEMENT POND i, °5119 BUILDING SETBACK / ___ ?9 1y / 5g0 UPTOWN VILLAGE, LLC DB. 3323, PG. 740 _____ 20' SCREEN PARCEL ID: 03200-00-00-05800 _ BUFFER PRIMARYZONING: RURAL / "-- - LIMITS OF----- / / CEMETERY VARIABLE WIDTH- / / PRIVATE CEMETERY EASEMENT SCALE 1"=50' 0 50' 100, UPTOWN VILLAGE, LLC DB. 3323, PG. 740 PARCEL ID: 03200-00-00-05300 (IN PART) PRIMARY ZONING: RURAL / / / / / / BUILDING SETBACK 5' MIN. FRONT BUILDING SETBACK 1 6" DIA. DECIDUOUS TREE flO DIA. DECIDUOUS TREE z m 20"DIA. DECIDUOUS D TREE z 1 m o r ^ 20" DIA. DECIDUOUS TREE O 2?P, _ DENOTES SITE ACCESS ROUTES CROSS -SLOPES ON ROUTE SHALL NOT EXCEED 2%; LONGITUDINAL SLOPES SHALL NOT EXCEED 5% WITHOUT RAMPS, HANDRAILS, AND LEVEL LANDINGS AT EITHER END; RAMP LONGITUDINAL SLOPES NOT TO EXCEED 8.33% PARCEL ID: 03200-00-00-05200 PRIMARYZONING: RURAL I 11 I II I II I II I EX INLETS I ER BERKMAR DRIVE EXPANSION PLANS. (SCALED FROM PLAN SHEET) - � � �TR�TMFNT E N N H M Vi N C 0 > E ~ E 3 Q W u ow2,0 w a 0 d O.12 o w W M o O N o 3� �¢ O Y w U O �o a w o v o N m V O '., 00 O J O w M 0 c� 0 0 w x U Q z 0 0 O am AM 0 O a � J .. j N = R � > a Q _O (n 2 J w Z�ZQ�U ca ]tomU)K vl CL W JZLL Qpu co Oo� 2 tLL'n � vLL'i coil Q,00 Q N h DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE 1" = 50' za z ui �> a J Q uU d aQc� G O W >_ w co >Qa u J J o W p�Q> Q � O W i Q O MW W JOB NO. 42297 SHEET NO. C4.0 0 c 5 a