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HomeMy WebLinkAboutSDP201600054 Plan - Submittal (First) Major Amendment, Final Site Plan 2016-09-26Notes: 1.) Property Owners: Happy Boxes Pantops LLC 289 Independence Blvd. Suite 300 Virginia Beach, Va. 23462 2.) Engineer: Woolley Engineering 220 East High Street Charlottesville, Va. 22902 3.) Source of Information: County Research and/or Owner provided. 4.) Source of Survey: Kirk Hughes 8, Associates (Topographic Field Survey, July 2016) 5.) Parcel Information: TMP 07800-00-00-013AO Deed Book 4758, pg. 710 D.B. 407, pg. 86 (plat) D.B. 3045, pg. 558, 566 (plat) Planned Use: Self -Storage Facility Zoning: Highway Commercial (HC) This site is located within an entrance corridor Watershed: Rivanna River 6.) Adjacent Parcels: See Existing Conditions Exhibit (Sheet C2.0) Current Use: Commercial 7.) Water and Sanitary Sewer: Albemarle County System 8.) Proposed Building Statistics: Proposed Use: Self -Storage Facility Number of Floors: 3 floors and a basement Gross Building Square Footage: ± 82,728 Floor Area Ratio: 1.40 Maximum Building Height: 65' Lot Coverage: (Proposed) Building Footprint:± 23,748 Parking and Driveways: ± 9,100 New Curb: ± 1,574 Sidewalks: ± 1,481 Maximum Impervious Area: ± 35,903 Landscaped Areas: ± 22,000 Parcel Area: 1.36 Acres 9.) Setbacks: Front = 275' Side = 30' Rear = 50' 10.) Parking Statistics A. Required Parking Spaces: 1+ (1,200/500) = 4 spaces Requirement: one Space per employee plus one space per 500 sf of floor space open to the public B. Provided Parking Spaces: On Site: 7 spaces (6 regular spaces 1 ADA space) C. Loading Spaces: Requirement: One (1) space for the first ten thousand (10,000) square feet plus one (1) space for each additional twenty thousand (20,000) square feet. Required Loading Spaces: 1 (based on 1,200 sf public open space) Loading Spaces Provided: 1 11.) Standards and Specifications: A. Virginia Department of Transportation (VDOT) Road and Bridge Specifications, 1993,1994. B. Virginia Department of Conservation and Recreation, Division of Soil and Water Conservation, Virginia Erosion and Sediment Control Handbook, 3rd Edition, 1992. C. Albemarle County Service Authority, General Water and Sewer Construction Specifications, January 15, 1998. 12.) General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. 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. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (horizon tal:vertica1). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). copyright © 2016 by Woolley Engineering 7 1 i 1APPY BCDXES Major Site Plan Amendment to SDP 2007-00026 THE COUNTY OF ALBEMARLE, VIRGINIA RI VANNA MAGISTERIAL DISTRICT 13. General Water and Sewer Conditions A. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. the Contractor will be responsible for notifying the proper ACSA officials at the start of the work. B. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and structures, as necessary. C. All materials and construction shall comply with the current edition of the General Water and Sewer construction specifications, as adopted by the ACSA. D. Datum for all elevations shown in National Geodetic Survey. E. The Contractor shall be responsible for notifying miss utility (1-800-552-7001). F. All water and sewer pipes shall have a minimum of three (3) fleet 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. G. All water and sewer appurtenances are to be located outside of roadside ditches. H. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. I. Trees are not permitted in the ACSA easement. J. 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) . 14. Stormwater Management Pre -construction the site drains via surface flow towards the southwest portion of the site. During construction the site will primarily drain via surface flow and existing Stormwater piping to a temporary sediment basin located southwest of the project area. Post -construction the basin will be converted to a biofilter to treat runoff. 15. Note: Hazardous Materials: No hazardous materials, including) medical wastes, shall be disposed of within the project. SHEET INDEX ol C1.0 Cover IM C2.0 Existing Conditions Exhibit C3.0 Steep Slopes Exhibit C4.0 Layout Plan IN C5.0 Grading Plan 11 C6.0 Utilities Plan L1.0 Landscape Plan ❑ Filled Box Indicates Drawing Included in Set SIGNATURE PANEL Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - Zoning Division Date Albermarle County Division of Fire and Rescue Date Albemarle County Building Inspections Date Albemarle County Service Authority Date TA/ WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973.0045 www.WooHey-Eng.com Owner Happy Boxes Pantops LLC 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 23462 INITIAL SITE PLAN Q Z 0 z Q L11 o SQ W W � � m o °' Q 4 IL Q) 0 I CL F -- _o U COVER SHEET Job Number: 1610 ERIC W. WOOLLEY � LIC. No. 37088 a 10 `�jONAL Date: September 26, 2016 Revision: Scale: As Noted Sheet No.: C1 .0 1 of 7 "k//k �c 104; 21 0/1 ` \ 10"�qy oye p�-li AFS A ,OS HAWTQ MATCH LINE otic F f MATCH LINE ` 9,0�� o o HAWTHORNi mac, oN �; a N'PO �,. d Q 4• ALBEMARLE COUNTY SERVICE AUTHORITY IRF x 462. DbGW00D ' C' � �s UTILITY EASEMENT ` N o D.B. 1157, PG. 715, 718 (PLAT) }_ M l � �a D.B. 1132, PG. 117 wM AjS FH TBM #1 \ I EL=480 5'dF ' ia Zg� SOUTH ZONE (NAD -83) (1994) x 484.4 �. i o yTcy pp x 473.3 �'',.. ;�... \ .,..... � r o �q 487.2 G r 'ST 0� m fe >, \ ,�° o ti'.. w \ IN y/ lF '°c �o ` w &+40 \ r'�7 F `BOJ s 472.5 e 4 \ ,. °"- , -.• :.. , fps Zcx 469.4 ' \ \ N, LEGEND: _ - _ ASPH ASPHALT � LIGHT BW = BOTTOM OF WALL CO = CLEAN-OUT r C OR CONC. = CONCRETE LIGHT ON CONC. BASE M , '` ° - FO _ _ X,N, COV. -COVERED CSW =CONCRETE SIDEWALK TEMPORARY BENCH MARK o \° as � DI = STORM DROP INLET _ ' : '•, 4` C0NC DS = DRAIN SPOUT Da -WATER VALVE ti �w MANHOLE �' LIGHTLY WOODED e i E1F EP = EDGE OF PAVEMENT _� \ 3 a \ TOP = 457.02 �' � � -FIRE HYDRANT�§ I �• - \ � INV IN = 448.3 4 PVC FROM NE \ FFE = FINISHED FLOOR ELEVATION 47s ,w \ }°s \ INV IN = 448.2 4PVC FROM SE SPIGOT FO = FIBER OPTIC ® = TRANSFORMER ,° "mow x _ x - INV IN = 448.3 6 PVC FROM SW IRF =IRON ROD FOUND �'- A I x �� INV OUT = 448.2' (6" PVC TO NW) o r 45x.1 MH =MANHOLE N = TELEVISION BOX x 473.5 e�\ \u �M-4 TELEPHONE BOX 4.s �,e \,.• t ``; '; a a.. a `> NS = NAIL SET ' \ 91 , " e 3 `' SD =STORM DRAIN LINE , SS =SANITARY SEWER LINE �°�' \ �'� `� � , '"� 15>0 .,..� �, �,,. �.. % \NI ° TBM =TEMPORARY BENCH MARK ' N, ' TW = TOP OF WALL UGE =UNDERGROUND ELECTRIC LINE ' a IBM 3 SPIGOT WL - UNDERGROUND WATERLINE ' a - EL= 458.35' ��' ? = UNKNOWN OR UNVERIFIED LOCATION `V s �f a V � •.. w \ °x e ` °. "°' ,........- ° � � ��rnq .,"r�' ^y .i. -�;tom t E ` � s VIRGINIA GRID NORTH TOP = 496.19' (:DMH INV IN = 487.6 FROM 1) n• INV IN = 488.9 FROM 3 INV OUT = 470.8 (TO 4) �.a REQ TOP ©96.32' INV OUT = 490.2' (TO #2) 01 (18" RCP) •` ��c x 458.4 s - & 99 rr I MH? IN .v� ° TMP 07800--0-00-013A0 _ .w \ x .#. ! `.,°`!`` °�- y os w. T ` f HAPPY BOXES PANTOPS LLC • f t (PLAT) 4. _ =r` "m"'"" �,�",- ,w„-.. r . -•--•`�%� ",, r-/�-r°� `'��. /..• ,�,.,� �l ,+ �,.:�,s/-�p'`r.r� ''�'�`,." ,;!• 'J�`` .,*�" .�` �'o/�°° � O°c, ,�� �,r,� f , / ` D.B. 4758, PG. 710 r 462.0 86 (PLAT)° is 407 PG. XD.B. 3045, PG.'S5B, 566 (PLAT) \ t f.. /! ! .M �,• '� Q�'�c, o-,°�` COMMONWEALTH OF VIRGINIA HIGHWAY ', _--~/ ° �%� oo ? v, �,� CERTIFICATE OF TAKE �` ' \ o ^� Q h D.B. 1132, PG. 117', '`�, •-P''``" F ' 3'" s 3 - E .� °-, ° PLAT BOOK XI, PG. 105 ��5 x 461.7° � r, Q, f` ' • ;> rl o # �� �. CO- ,` 4 1.3266 AC. p ; 3'p�Ay� V c i` ..•"i7 ..r"°' Jam•// . " / j°��� e p 3 °°'y� `' s` .�°' /:y•, f ,£ h \ x 457.5 \ "Wp v OPx qct 461.4 f s \ a \ r I x 462.6 / \ r 1 ' ^'�'� j ✓ r-� .r'd,f a' °„„ ''/fes ..,"`° .a° �' /.,�/ ✓�„` �,. ,,,.�/" ` �..y' .a` '''` < � - ,� i .e \ x 460.3 i d O / s �/ , ✓ s +." '� '�HUGHES x 459.6 yh r ✓ ,rte LIGHTLY WOODED -' <. -�' N�,� F � ✓ y �,/ �'='+ `' / ` . 14.58 \ � g p � ...�.,,, � „ ,,,.' �� , ,j��(' ,%` ;'` / ,a -` r �. . ''' r '/` �„✓' ,'` ,.' ,�$ >�,r`'• fir' .r" / � , o r .' / � "'' "°fir' d ✓f"`t 's oT �' ', """ '^.-z.. 'D' r � ' 6 i""`•,A'., ,,// ..d' - �' `/s/ ,v^`" ^`"'/ m'`"'d, r,'`r-'/, `1' °°' °t" '✓" J'` f` "'8,'/� uu \ ' 0' \ � � "' 'r` ``•°'",� ^.""`•�„' a '� ''mss`" �„�, '' �" - � °'" d d^` ,' 9^` f "" v `� � r ..F ^°`�/ �'��1 CZ a a / >av / A x 460.6 ,� ✓W,� ..�' r°,,,.. ," "`° � �, � �° '�,,. se�r/U`S�I�,M \ -�. ,�,,,� --� - a r` �y� `� d( -- J•'�/.�-,.,- -%,:.." � /-- f. :.- -�-`"�Di".�i,,�'^yv.� �'%� `�-"�`.r%"' -- � .,j'Y`L�,.o.^ %;-„`o.`��#� � r�' =�j-�y/�'. =�„"%..�✓';...,-!� ' 1) NR) �FSPIGOT �N G� TOPOGRAPHIC SURVEY id �66 LANDS OF \ 459.5 HAPPY BOXES PANTOPS LLC x 459.4 / r ""j, � , .. `°,. d°». �/'� �"+�,,. / ., � •°"°, s /�'/ ' 'ted /,,` '` a� / ,: ,.., a � • , y° ti. �;-: `- CONTAINING 1.3266 ACRES %' \ RIVANNA MAGISTERIAL DISTRICT a VCS",.,. t✓ ` { I e� y ,' . ' ✓' "' "" � ✓�' A � �°,,.�', • ` � n"' ,a ' F �° /',`fir «'"F P^`-� p `' `- / `•' «�' � "•' \ \ > z ® � ¢' 1 / ^''w✓�.'' ..- "` / ~4 `r ,,`"' r• .,,n" / -„r* ;o`s ���5� .^" . a �. ''' ,.. .. �, `, `�,s '�� »'` `. `'�„�' j��Jo °, ALBEMARLE CO., VIRGINIA \ \ WELL(a < °, .,.^, y %'' NOTES: JULY 12, 2016 V o� 12010 \// ° 5� 1.) PREPARED FOR WOOLLEY ENGINEERING. JULY 15, 2016 (REVISED) 2.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRK HUGHES, L.S. FROM AN ACTUAL sk °. ,., w m --'��� -!� r y,- ` ,,:/°" GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON JULY 15, 2016 AND THAT THIS PLAT, MAP OR .!r �- " �'--'' � ,,�... moi.'' '" '` ,�, ~ � .�' .,.� ,,• � � , \ F'�/'�/'. DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. \ �A _- �; SCALE: 1 = 20 :- -"'-,. = /�;°°M `.�! ;� -. / ",� "_ '` �'� :% 3.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES ON THE \ �� \ �_ PROPERTY SHOWN HEREON. CONTOUR INTERVAL = 1' _. -a 4.) PROPERTY LIES WITHIN FLOOD ZONE "X"; NOT A F.E.M.A. DEFINED 100 -YEAR FLOODPLAIN. P M" '� _. '� " "�" !� �,,%- . 5.) PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD. 20 0 20 40 80' FEET \ DI M / 6.) HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE 7.) VERTICAL DATUM: NAVD 1988 A.) TEMPORARY BENCH MARK #1: IRON ROD WITH CAP SET. ELEVATION = 480.55' \ w` B.) TEMPORARY BENCH MARK #2: IRON ROD WITH CAI' SET. ELEVATION 494.91' KIRK HUGHES &ASSOCIATES /N� ,' ,E� ' C.) TEMPORARY BENCH MARK 13: NAIL SET. ELEVATION = 458.35 ORS � PLANNERS / �Q� '° ' o o 8.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED LAND SURVEY / ��5 �oN °� 4 (� 220 EAST HIGH STREET / 5 �R` f �a a : a d IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES; RECORD SITE PLANS PROVIDED BY THE UNIVERSITY OF VIRGINIA; AND GIS UTILITY MAPS PROVIDED BY THE UNIVERSITY AND CITY OF CHARLOTTESVILLE. NO UNDERGROUND INVESTIGATION CHARLOTTESVILLE, VA 22902 OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING (434) 296-6942 WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. FILE: 89-173 W0: 2016-003 3 9.) MISS UTILITY OF VIRIGINIA TICKET NUMBER "6617600336" C:\UDD\SURVEYS\2016\2016-003\TOPO\2016003-02.DWG MISS UTILITY CONTACT INFORMATION: 1-800-552-7001 copyright © 2016 by Woolley Engineering WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville • Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner Happy Boxes Pantops LLC 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 23462 INITIAL SITE PLAN Q � Z rz F- > Z � - C o Q W Q) LU X > m OQ m O LL 0 ) .. CL_I- -� 0 Q U EXISTING CONDITIONS EXHIBIT Job Number: 1610 Date: September 26, 2016 Revision: Scale: 1"=20' Sheet No.: C2*0 2of7 copyright 9) 2016 by Woolley Engineering 1111PN4� P 419*'ov 1 - VIRGINIA GRID NORTH SOUTH ZONE (NAD -83) (1994) '0 Z4 0/' � F\ 400 r /OS I— IL I WooLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Happy Boxes Pantops LLC 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 23462 INITIAL SITE PLAN < Q � � 7 Q) > Uj < E OL � ry C) < LLJ LU X q) oCl 0 r) < LL O a-(-'00) < Z 0 U STEEP SLOPES EXHIBIT Job Number: 1610 MANHOLE TOP = 467.02' INV IN = 44:3,3' (4" R/C3 FROM NL INV IN = 448.2' 4" PVC FROM SE INV IN = 448,3' (6" PVC FROM SW) INV OUT = 448.2' (6' PVC TO NW) TBM3 �EL=4 8.35' aim TRAMPMUMN 5 tCsu*R 1Cz septembu 6, ;21016 Courty of,Albawrle Com pta 220 V= High St. aariej"c i]Ic. V -k 22902 Atm c Woollay, P, Approvd Dear Mr, WwUar. 711 Npartamot of Tcarapmtatioa, Owtonavilli dR idency Tra spanion and Thud Ease w6m hm w4k� and apps ved the above-refem wd sem moorment exceptim t*qumt. It furdw infamudon is desired pkw zonW Adam 'M at 1 3d$ 4224792, Ava UrW Uso yoginter MrglHoav" �tg VDOT Access Approval Letter gNcF.�. ALBEMARLE COUNTY SERVICE AUTHORITY UTILITY EASEMENT D.B. 1157, PG. 715, 718 (PLAT) D.B. 1132, PG. 117 T W : 476.0 BW: 474.8 RETAINING WALL TRIP GENERATION: ITE (MINI WAREHOUSE 151- STORAGE UNITS) 0.25 TPD/UNIT nn,) PM PEAK TRIPS/UNIT 0 N CG -12B,, WA4 ( � 'y� 4 DOGWOOD 0 OWNER -PROVIDED TRAFFIC STUDY DATA: c;' .� 18S '0r`32, Ort- J p 34 VEHICLE AVG. TRIPS/DAY* EE ` i9O BASED ON (7) EXISTING SIMILAR FACILITIES VIRGINIA GRID NORTH SOUTH ZONE CA (NAD -83) (1994) Soo* , >A4� c 1105 10' BUILDING SETBACK LINE 580, TBM 12 ELEL=49� TACE' N, y i` a SPIGOT A0 OP cs � ``o Q OB ?o•0 ?¢s6 �Si,�o��s c (A44J M copyright cp 2016 by Woolley Engineering WELL El 0 STORMWATER AANAGEMENT FACILITY o �E�Q��P� 59, 56 5 SANS, pG o� 09 NS 0 0 71 WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973 ^0045 www.Woolley-Eng.com Owner Happy Boxes Pantops LLC 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 234b2 INITIAL SITE PLAN i Q � Z fZ 0V F_ > Z � Q W Q Q ry 0 Q W >U.J W J 0 < ILL Q) O _ i— '�.► O � U LAYOUT PLAN Job Number: 1610 Notes: of / 1. Visibility of all mechanical equipment from the Entrance r� s / �� Exec x Room QPvvl� Corridor shall be eliminated. LIC. No. 37088 w , 2. Each outdoor luminaire equipped . �,1� ������Q �-� �� with a lamp that emits 3,000 �o� _\,, ( -50 or more initial lumens shall be a full cutoff luminaire and shall `ass off° 43, be arranged or shielded to reflect light away from adjoining roNAL residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and Date: 5 property in residential or rural areas zoning districts shall not September 26, 2016 exceed one half footcandle. Revision: 3. Contractor shall use extreme caution excavating near or around the existing FIBER-OPTIC CABLE labeled "UGU-FO" along U.S. 250. Contractor shall hand -excavate for the / installation of the waterline tapping sleeve. See sheet C6.0 for detail. In the event of damage to the UGU-FO, Contractor shall immediately call (800)283-4237. 20' 0 20' 40' 80' FEET Scale: 1" = 20' Sheet No.: C4.0 4 of 7 ALBEMARLE COUNTY SERVICE AUTHORITY UTILITY EASEMENT D.B. 1157, PG. 715, 718 (PLAT) - D.B. 1132, PG. 117 �V " " u w� 6, VIRGINIA GRID NORTH SOUTH ZONE (NAD -83) (1994) ti/cti\ 1900 �9y ff-;/ �F' G' _ S Iro M ,/Fs s 0 E< TBM 3 / 54G0T 9 EL -48.35 �, g m. m � .. „ TMS I�. �GO�00-00--�01AO 3 NAPP.Y DOPAe ES 1TOr , LLC copyright © 2016 by Woolley Engineering WA WooLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville , Virginia 22902 (434) 973 0045 www.WooUey-Eng.com Owner Happy Boxes Pantops LLC 289 Indepedence Blvd, Suite 300 Vir nia Beach, Virginia 2342 INITIAL SITE PLAN GRADING PLAN Job Number: 1610 OF t ERIC W WOOLLEY 9 LIC. NO. 37088 a N�&4 S�,�rONAL Et Date: September 26, 2016 Revision: Scale: 1"=20' Sheet No.: C5.0 5of7 4 &I , 00 ` * 4 4, � ' ALBEMARLE COUNTY SERVICE AUTHORITY 6" TEE IRF UTILITY EASEMENT D.B. 1157, PG. 715, 718 (PLAT) u� D.B. 1132, PG. 117 M 6' MJ PLUG WITH 2" TAP 2" VALVE AND BLOW -OFF ASSEMBLY \ '� Pd In EX. FIBER OPTIC CABLE NOT TO BE DISTURBED) & VALVE VIRGINIA GRID NORTH SOUTH ZONE (NAD -83) (1994) 6p� �qy c /1111 r** %� '�v� �.� Bn„ AC Visa ` WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973 ^0045 www.WooUey-Eng.com Owner Happy Boxes Pantops LLC 289 Indepedence Blvd. Suite 300 Vi nia Beach, Virginia 2342 INITIAL SITE PLAN J / MANHOLE1 TOP _ 457.023 INV IN = 446,3' �4' PVC FROM I`LL` Ilii IN = 448,2' 4" PVC FROM SE j INV IN _ 446.3' 6" PVC FROM s) LEGEND: (� i INV OUT = 448,2.° (f" RVC TO NW) I / ASPH = ASPHALT �( =LIGHT • BW = BOTTOM OF WALL � CO = CLEAN-OUT Q J C OR CONC. = CONCRETE =LIGHT ON CONC. BASE n COV. = COVERED CSW = CONCRETE SIDEWALK +9 = TEMPORARY BENCH MARK o/G O \ �l DI = STORM DROP INLET \ TBM 2 D DS = DRAIN SPOUT Da =WATER VALVE ROOF DRAINAGE E�= sa.st /STANCE �� 'i 4i� EP =EDGE OF PAVEMENT _ f r y \ TOP = 496A 9` i Ii W W — FIRE HYDRANT \ ` - FFE =FINISHED FLOOR ELEVATION / INV IN = 487,6 FROh 11 m j \ INV IN = 486.9 FIO 3 ^ nn `` J O SPIGO FO = FIBER OPTIC = TRANSFORMER _' HAPPY BOXES W pyo INV OUT = 470.8' (TO 4) IRF = IRON ROD FOUND, F Q ly -TELEVISION BOX . MH = MANHOLE =TELEPHONE BOX - INDOOR SELF -STORAGE FACILITY \ �,� LL W O •••• `^'✓i .Y INV UU = 44Y.Y- >�! ' i"4,' ',�.. 'Cy- IIICCI LIV I IIJIV I VRLL7l1 I q / •- OQ�G' �, TOP ELEV = 475.3 " • • '• �' •• , -T, •,.•, r`^' r' fc �� `' .meq 483 c.f. @ 1.5' depth ' N / INV IN - 469.0 INV OUT = 469.2 ° -5 " 2:1 len th/width ratio 1 = / D; 2Q G. ,� � g �� INV OUT = 468.9 SANT. SEWER LATERAL / OUTLET PROTECTION (TYP.) 10 4,� SS # 6: MH �d ..aC7pF SS 'e LEVEL SPREADER TOP = 464.0' � \ INV IN = 457.1' OOS SS # 3: MH \ \ INV OUT = 457.0' -Y, � y , / 1?9,P TOP = 457.5' \ \10 INV IN = 450.6' \ .SJ. I(9, INV OUT = 450.5' '6,, \ GRASS CHANNEL LEVEL 2 s, 6 'ti \ C BIORETENTION �ST # 11: DI -7 / S \ / FACILITY 2,440 S.F. @ 12" depth 55 lµ Y / TOP ELEV = 467.5 1 INV IN = 469.0 G} \ \ i (3' subsurface media) INV OUT - 468.9 ,/G`� '' I � 'G fl l SPIGOT 10 ST # 10: 24" ES -1 .� fi`'�b9 97, _ b„ ` -_ // INV OUT = 458.0 `1r G 1 \ PVC SS 5 /� / EC -1, CL.1 �z9\.1 L = 16' / L SS OVERFLOW CHANNEL TOP = 459.5' ,\ INV IN = 453.1' \ \ I N V O U T - 453.0 K:4 \ WELL / 5� QG. MCI 1%4, \ \ z 6t \ \ HW \ J \ DI tlN2 F copyright @ 2016 by Woolley Engineering / SS#5: MH TOP = 460.0' -- / INV IN = 455.1' INV OUT = 455.0' -0 :0 ' FEET UTILITIES PLAN Job Number: 1610 OF�'f FMC W llooLUY t" LIC. N0. 57088 SjONAL ��� Date: September 26, 2016 Revision: Scale: 1" = 20' Sheet No.: C690 6of7 TREE CANOPY CALCULATIONS (@ 10 YRS) SPECIES HEIGHT AREA/PLANT AREA/SPECIES AMELANCHIER 19.5' 130 SQ. FT. 130 SQ. FT. CARPINUS BETULUS 20' 177 SQ. FT. 1,239 SQ. FT. ILEX CORNUTA 5' 14 SQ. FT. 238 SQ. FT. ILEX VERTICILLATA 8' 41 SQ. FT. 164 SQ. FT. OPEN SPACE 0.50 TOTAL PROPOSED CANOPY 1, 771 SQ. FT. (0.04 ACRES) CSW = CONCRETE SIDEWALK EXISTING CANOPY 0.0 ACRES DI = STORM DROP INLET TOTAL AREA COVERED 0.04 ACRES (3 %) IMPERVIOUS SURFACE CALCULATIONS INTERIOR LANDSCAPF ARFA C'AI C'I11 ATIC)NC TYPE AREA AC NOTES PARKING/ROADS 0.21 = LIGHT SIDEWALK/HARDSCAPE 0.07 ® 7 CARPINUS BETULUS INTERIOR LANDSCAPE .50 TYPE AREA AC PERCENT OF TOTAL NOTES TOTAL 1.33 100.0% = LIGHT BUILDING FOOTPRINT 0.55 41.47 ® 7 CARPINUS BETULUS PARKING/ROADS 0.21 15.8% SIDEWALK/HARDSCAPE 0.07 5.3% = LIGHT ON CONC. BASE OPEN SPACE 0.50 37.6% DWARF BURFORD HOLLY MANHOLE TOP = 467°02' INV IN = 448.3' `4" PVC FROM NE) INV IN = 4413.2' �4' PVC FROM SE INV IN = 448.3' 1,6" PVC FROM SW) INV OUT = 448,2.' (6" PVC TO NW) ;10e e` t 7TBM 58 Al �EL=458.35' LANDSCAPE CALCULATIONS TOTAL PARKING SPACES 7 TREES REQ'D PER SPACE 1/10 TREES REQUIRED 0.7 TREES PROVIDED 1 LEGEND: COMMON SIZE ASPH = ASPHALT tom} 1 AMELANCHIER = LIGHT BW = BOTTOM OF WALL ® 7 CARPINUS BETULUS CO = CLEAN-OUT 3.5" Cal, C OR CONC. = CONCRETE F0_1 = LIGHT ON CONC. BASE COV. = COVERED 17 ILEX CORNUTA DWARF BURFORD HOLLY CSW = CONCRETE SIDEWALK 2'-0" O.C. = TEMPORARY BENCH MARK DI = STORM DROP INLET 24" Height WATER VALVE DS = DRAIN SPOUT = EP = EDGE OF PAVEMENTA06 =FIRE HYDRANT FFE = FINISHED FLOOR ELEVATION 0 FO = FIBER OPTIC � = TRANSFORMER IRF =IRON ROD FOUND N❑ = TELEVISION BOX = MH MANHOLE NS = NAIL SET FT = TELEPHONE BOX SD = STORM DRAIN LINE SS = SANITARY SEWER LINE TBM = TEMPORARY BENCH MARK TOL = TOP OF LANDING TW = TOP OF WALL UGE = UNDERGROUND ELECTRIC LINE WL = UNDERGROUND WATERLINE ? = UNKNOWN OR UNVERIFIED LOCATION �-w v " -b ,mac � c -b011 � f T303 \ ss \ \ \ \ \ dip t c� H ? 0 s (17) DWARF BURFORD HOLLY 2'-0" O.C., Ht. = 2' (1) SERVICEBERRY 2.5" Caliper v VIRGINIA GRID NORTH SOUTH ZONE ` (NAD -83) (1994) X 60 tri '0S 3 �!-e7 (4) WINTERBERRY HOLLY .� 24" Height STORMWATER AANAGEMENT FACILITY \ \ \ . 'Q19 ?o- \ 41, 10 HW Imo. F 10 copyright p 2016 by Woolley Engineering S SS QG1��?lb 566 Op,S, QG / 10 / SIlb ` G, b 11P LANDSCAPF LANDSCAPF I FGFND (7) FASTIGATE EUROPEAN HORNBEAM 3.5" Caliper Sao S/C�r O/ST TOP = 496.19` M1 INV IN = 487.6 FROM 1. INV IN = 488.9 FROM 3 INV OUT = 470.13 (TO 4} -_7 �NS_T1N OP49662' V 0=UT = 490.2' (;O 2) (18'* RCP' SYMBOL IKEY QTY BOTANICAL COMMON SIZE NOTES tom} 1 AMELANCHIER SERVICEBERRY 2.5" Cal. ® 7 CARPINUS BETULUS FASTIGIATE EUROPEAN 3.5" Cal, HORNBEAM 17 ILEX CORNUTA DWARF BURFORD HOLLY 24" Height 2'-0" O.C. 4 ILEX VERTICILLATA WINTERBERRY HOLLY 24" Height 20' 0 20' 40' 80' FEET WA_ WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973.0045 www.WooRey-Eng.com Owner Happy Boxes Pantops LLC 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 234b2 INITIAL SITE PLAN Q z n ` Z VJ Q E W _j Q W 0 Q cn Q W i X W J 0 < m LL Liz 0 Q U LANDSCAPE PLAN Job Number: 1610 OF r, f ERIC ii. 1I00LLh'Y ?' LIC. NO. 37088 ��oS, \�+TONAL Date: September 26, 2016 Revision: Scale: 1 " = 20' Sheet No.: L1. 7 of 7