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SDP202000029 Plan - Other (not approved) 2022-03-31
L, � O c�. CD CHARLOTTESVILLE TMP 56-87.1 BOLTON. CONSTANCE TRUST & SHIRLEY BOLTON ' WB 2013-163 CO s �f I I I I TMP 77 -40C2 I - --------- ---- _ -—=_—__ Iw01k x„r DB 3155-18 .. - Refer to Sheets ZONE: LI I , -- "_-"„, USE: DRY , CLEANERS K/ �� _" "`� -__-" "_ sxB "�"°"Areuc B/T%- _ ,Boa __""_ , , N g6'1T 44" _,,--- _ C — 2 0 0 UIT 27s.51'- ; -- C — 2 0 2 :,,- C— 204 — _ BPBAOwA1B5. .... �B� C-206 — i I , aBUOB --� ® �.-�-�-4- FOS TMP 77-40B I\FOS N TMP 77-40 e ----�� oa' ,�A,: 610 MARTUC LLC 1 r---- ------------------------------- D.B. 3847, Pg. 332 / I\ ZONE. LI / USE. DIST. i IQL_ WAREHOUSE / / ua-ux=B7----__- icp_3Pa0' _ _ Inx In_31P90 k. a, _ c / I _ / I i S_6r03'54" E N 57 03'54" jr o S 8� 5,1 AA' 16200' QF� Existing Industrial Building --� Existing Asphalt __-----J Parking TMP 77-40M �- H5, LLC DB 5033-635 t ZONE. LI USE. DIST. I WAREHOUSE SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY 1 Existing Industrial i 1 J building I I i 7 TMP 77-40N I TREM COMMERC L -"--1 RENTALS, L I DB 2893-653 DB 907-684, PLAT f 1 ZONE. LI USE: STORAC I I WAREHOUSE B9u----------- ------------------ I I Existing Industrial building I I I Jam' TMP 77-38B RIVANNA WATER & z SEWER AUTHORITY DB 768-277 DB 616-135, PLAT Ni dL ZONE: LI USE: VACANT re _ Q1 O. " `g$J9i R A 2 V, g60 g1 TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE. VACANT s�4 E FOS O Na-319. Wm Im In0 39• Inr. I O Inr n-W5.79 3s• Inv ao-3Be.BY M' 0II.WB IRefer to Sheets FOS C— 201 I TMP 77-40B C— 2 0 3 ELEMENTAL ECOTECOTECH, LLC DB 4796-325 14.06 ACRES C — 2 0 5 ZONE: LI USE: VACANT C — 2 0 7 LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATER VALVE WM WATER METER g FEE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION 6j99j12 A BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE TMP 77-21 SCC STORMWATER CONVEYANCE CHANNEL RIVANNA WATER & SEWER AUTHORITY WP WALL PACK D.B.660 B --- ULD--- ULTIMATE LIMITS OF DISTURBANCE ZONE. L� --- TP ---- TREE PROTECTION FENCING USE: DVACANT --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 1 PARCEL OVERVIEW 50' -10 SCALE: 1" = 50' SCALE: 1 "= CURVE 1ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH Cf 58.94' 408.40' W16'07" S 21'39'54" W 58.89' C2 123.70' 408.40' 17.21'14" S 09-28.05" W 123.22' C3 441.05 365.25' 69'if'08" N 34'45'24" W 414.73' 0 50' 100' 150' g7°U7'11" W 45.667'./'. I TMP 77-40A RIVANNA WATER & I SEWER AUTHORITY DB 565-288 DB 331-554, PLt ZONE. LI USE.'VACANT i I I I SHEET INDEX FOR SDP202000029 LETTER OF REVISION 1 LETTER OF REVISION 1 FOR A ����� SDP 202000029 MAJOR SITE PLAN AMENDMENT Z o QWOnLEN TFOR ///�\\\\\\ ���\\\\ MILLS ]SIGHT INDi/S�"�IL L PARK �y �J ���� ��`�0 TAX MAP 77, PARCEL 40B ° QRo SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA z 00 Purpose of This Amendment o 02 1. The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. 0 F The Intersection of Ford Road and Moores Creek Lane has not been revised. co 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. New easements o E- a were recorded in DB PG . C, 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on o z x C-401 and C-402 for reference purposes only. Q U A SITE DATA SITE PLAN NUMBER: SDP201600076, SDP201800065 Z �z ZMA NUMBER: ZMA201800017 . z WPO PLAN NUMBER: WP0201600072 -a01 LEGAL REFERENCE: TM 77, PARCEL 40B a F RECORDED PLATS & DEEDS: DB 5210-304, DB 4796-325, DB 4673-132, DB 4790-637, DB 4935-90, DB 4797-416, DB 676-326, DB 4893-401, DB 4797-428, Z DB 4796-325, DB 4452-283, DB 4111-180, DB 3088-272, DB 2797-29, DB 2797-623, DB 1751-156, DB 900-440, DB 274-70 DB 5198-30, DB 5198-45, w w DB 5177-1 �N U a m H c C] OWNER/APPLICANT: ELEMENTAL ECOTECH, INC. 809 BOLLING AVE, UNIT C w w CHARLOTTESVILLE, VA 22902 1t F z MAGISTERIAL DISTRICT: SCOTTSVILLE � Z a P4 x I�a-aja ZONING DISTRICT: LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) ~% W W PROPOSED USE: USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE. . Z a PARCEL AREA: 14.06 ACRES Z W PARCEL ADDRESS: NOT ASSIGNED SOURCE OF BOUNDARY: PLAT RECORDED IN DB 4893, PG 401 SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 2015 OFFSITE TOPOGRAPHY FROM ALBEMARLE COUNTY GIS DATA. TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018. FLOODPLAIN: PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D, EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP REVISION DATED FEBRUARY 6, 2017. 100-YEAR FLOOD ELEVATION IS 324.00. SWM VOLUME CONTROL: AREA OF DEVELOPMENT IS LESS THAN 1% OF TOTAL DRAINAGE AREA. SWM WATER QUALITY: CONSERVED OPEN SPACE AND PURCHASE OF NUTRIENT CREDITS. PUBLIC WATER SUPPLY: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. BUILDING SETBACK: FRONT MINIMUM: 10' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. FRONT MAXIMUM: NONE SIDE AND REAR MINIMUM: PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. SIDE AND REAR MAXIMUM: NONE IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEE FROM THE DISTRICT BOUNDARY; AND (ii) NO PORTION OF ANY OFF-STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY. BUILDING STEPBACK: FRONT: FOR EACH STORY THAT THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15'. SIDE AND REAR: NONE BUILDING HEIGHTS: MAXIMUM STRUCTURE HEIGHT: 65' THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGIN ABOVE FORTY (40) FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20. FLOOR AREA RATIO: TOTAL BUILDING FOOTPRINT AREA: 145,413 SQ. FT. TOTAL PARCEL AREA: 612,629 SQ. FT. 145413 SF / 612,609 SF = 0.24 FAR PARKING SETBACK: FRONT MINIMUM (OFF-STREET PARKING AND LOADING SPACES): 10' FROM ANY PUBLIC STREET RIGHT-OF-WAY. PARKING: REQUIRED: ONE (1) SPACE PER EMPLOYEE ON THE LARGEST SHIFT PLUS ONE (1) SPACE PER FIVE HUNDRED (500) SQ. FT. OPEN TO THE PUBLIC FOR CUSTOMER PARKING BUT IN ALL CASES A MINIMUM OF TWO (2) CUSTOMER PARKING SPACES. ONE (1) LOADING SPACE IS REQUIRED FOR THE FIRST 10,000 SF OF INDUSTRIAL FLOOR AREA AND ONE (1) ADDITIONAL SPACE FOR EACH ADDITIONAL 20,000 SF. PROVIDED: PARKING REQUIREMENTS FOR EACH BUILDING WILL BE DETERMINED WHEN ZONING APPLICATION IS SUBMITTED FOR APPROVAL. 97 PARKING SPACES ARE PLANNED INCLUDING 10 HANDICAPPED ACCESSIBLE SPACES. 8 LOADING SPACES ARE PROVIDED TO SERVICE A TOTAL OF 150,000 SF OF INDUSTRIAL FLOOR AREA ANY ADDITIONAL PARKING SHALL BE PROVIDED WITHIN BUILDING FOOTPRINTS AND ADDRESSED DURING ZONING PERMIT PROCESS IF ANY SITE PARKING IS NEEDED THEN A SITE PLAN AMENDMENT WILL BE SUBMITTED FOR APPROVAL. MANAGED SLOPES 1. THE DEVELOPER IS PROPOSING TO DISTURB PORTIONS OF THE MANAGED SLOPES ON THE PROPERTY. FOR THESE LOCATIONS THE DISTURBANCE IS BY -RIGHT AND THE DEVELOPER WILL ADHERE TO THE DESIGN REQUIREMENTS OF 30.7.5. 2. A 19,645 SQ. FT. AREA OF PRESERVED SLOPES WAS REZONED TO MANAGED SLOPES AS SHOWN ON SHEET C-406 PER ZMA 201800017. Q PRESERVED SLOPES 1. THERE ARE THREE LOCATIONS WHERE THE DEVELOPER IS PROPOSING TO DISTURB PRESERVED SLOPES. THE DISTURBANCE IN EACH LOCATION IS BY -RIGHT PER 30.7.4.8.1.(C), WHICH ALLOWS DISTURBANCE OF PRESERVED SLOPES FOR THE INSTALLATION OF PUBLIC FACILITIES. ALL FOUR CROSSINGS WILL BE COMPETED AS CLOSE AS PRACTICABLE TO PERPENDICULAR TO THE SLOPE, AND WILL BE CLEARED TO THE MINIMUM EXTENT POSSIBLE TO INSTALL THE UTILITY AS DIRECTED BY ORDINANCE. z A. STORM STRUCTURES 2. 3. &4: INSTALL PUBLIC STORM SEWER ACROSS PRESERVED SLOPES LOCATED AT THE LOW POINT OF THE SITE. THERE IS NO 0 OTHER VIABLE OPTION TO ROUTE THE RUN-OFF TO MOORES CREEK, WHICH IS WHERE THE RUN-OFF CURRENTLY FLOWS. E" R. B. STORMWATER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET ALONG MOORES CREEK LANE THEN TO MOORES CREEK. THE RUNOFF CURRENT FLOWS ACROSS MOORES CREEK LANE, WHICH IS CREATES A HAZARDOUS CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. w C. SANITARY SEWER A. B. & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE. THERE IS NO Ca OTHER VIABLE OPTION TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER SIDE OF MOORES CREEK LANE. C-100......... COVERSHEET C-101 ........ C-102 ........ C-200 ........ SITE PLAN C-201 ........ SITE PLAN SHEET INDEX FOR SDP201800065 C-202 ........ GRADING PLAN C-203 ........ GRADING PLAN C-100 ......... SET (AMENDED) C-204 ........ UTILITY PLAN C-101 ........ (AMENDED) C-205 UTILITY PLAN C-200 ........ SITE PEiif (AMENDED) ........ C-201 ........ 61?6 PEA# (AMENDED) C-206 ........ LANDSCAPE PLAN C-202 ........ (AMENDED) C-207........ LANDSCAPEPLAN C-203........ LAOMSC,WE MMI (AMENDED) C-300 ........ C-300 ........ (AMENDED) C-301 S C-301 ........ (AMENDED) ........ C-302 C-302 ........ ROAD PLAN & PROFILE, SITE DETAILS (AMENDED) ........ C-400 ........ �Pqmkf (AMENDED) C-303 ........ C-401 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN C-304 ........ U'TTNGS C-402 ......... APPROVED SITE DISTANCE PROFILE C-305 ........ C-403 ......... LIGHTING PLAN C-306 ........ SITE E)FT-AFES C-400 ........ P A SE'T 4ENT PT A T 1 .. C-40 T A OTL AT1TT TT A T C-402 ........ TA�T��T�TT TT A T C-403 ........ C-404 ........ C-405 ........ T TGR44NG TT A AT C-406 ........ Land Use Table Description Pre -Development % Post -Development % Buildings 0 0.00/0 73,084 11.9% Paved 18,300 3.0% 130,781 21.49/a Pervious 594,228 97.0% 408,663 66.7% Total 612,528 100.0% 612,528 100.0% SHEET INDEX FOR SDP201600076 SPI......... GOVERSHEET (AMENDED) SP2 ........ (AMENDED) SP3 ........ (AMENDED) SP4 ........ LA-YOUT PhMI (AMENDED) SP5 ........ GRADING PEAN (AMENDED) SP6....... LANDS&WE PEAN (AMENDED) SP7 ........ 1:1611TW6 PLAN (AMENDED) SP8 ........ SIGHT DISTANCE PROFILES SP9 ........ ROAD PRE)FIEEb (AMENDED) SPIO ....... (AMENDED) SP11 ...... SANITARY A NIT ARY SEWER T`x,]E PROFILES (AMENDED) SP12 ....... (AMENDED) SP13 ...... STORM SEWER PROFIEFS (AMENDED) SP14..... DET-AILS (AMENDED) SPI5.... DETAILS (AMENDED) SP16 ..... MESA DES (AMENDED) SP17 .... (AMENDED) SP18 ..... MAINTENANCE OF TRAFFIC PLAN 2 VICINITY MAP c-10 SCALE: 1 "= 2000' o x a --I I-1-•I WN (D 0 E- F [� a U W E-F w ti Pa. rxn SHEET NO. C-100 SHEET 1 of 25 9�R W CID04 2ti �Qq 2� I I I I I I I I I I I I i I I I I I I I I I i I i I I I I I I / / / I I I� a�� a a a End of ACSA public sewer Total \N a O I a a a _ Floor Area Warehouse Employee Employee Customer Customer a a a a _f- Total Floor Opento Floor Area No. of Employees Parking Parking Parking Parking a a Building Area (SF) Public (SF) (SF) on Largest Shift Required Provided Required Provided a o oa 1 14902 1000 13902 10 10 10 2 2 o Q --------------------2 9032 1000 8032 5 5 5 2 2 a - > Z o ___--------_ 3 8140 1000 7140 5 5 5 2 2 a STREET _ 4 7748 1000 6748 5 5 5 2 2 �0 F pF AY _ EX W $RO RO TE 1C1 R/ ") ® WM S 7450 1000 6450 5 5 5 2 2 0 0 P pu$LI ---- 6 6110 500 5610 5 5 5 1 1 (60 _ 7 41925 1000 40925 15 15 15 2 2 z ' --- i 8 3500 500 3000 3 3 3 1 1 0 o a a a a 9 4250 500 3750 3 3 3 1 1 0 x 10 5280 500 4780 3 3 3 1 1 00 a a a a a a a I 11 2816 500 2316 3 3 3 1 1 o d F 12 22460 1000 21460 8 8 8 2 2 o W a f� /0' as aa aa a aaaaaa aaa a a a a a s y zaW Maa 6000 500 5500 3 3 3 1 1 o Z a 541000 3493 76 76 7I 14 d;b �O'r a a a a a a I Total Parking Spaces Required =97 Loading Spaces Required a T ■ a I Total Parking Spaces Provided =97 1 space forfirst 10,OOSF of Industrial Floor Area ,- Y STREESEMENT ,- o a O N a a a II Ispace foreachadditional 20,000SFofIndustrial FloorArea. Z BROIDwA EA L - o , / a a C ACCESS 26 _, a: New Retaining Wall E a 1+(134,913-10,000)/20,000=8 Loading Spaces Provided =8 Z • 6' PU$L DB 675� ,- D\ch . • 1 a a o w/Handrail a g P -, 5 c-4 ` Max Height=22' 0 I EX MH-3 -' a a a a LEGEND Coo\t DB DEED BOOK ^ a O - utlet S a :: a PG PAGE * F r to PO C-612 a a FH FIRE HYDRANT - C)o ate" ) a a a a I WV WATER VALVE Z d o U / a a a° I WM WATERMETER �� �0Ny ?+ W � � 0.W1 FEE FINISHED FLOOR ELEVATION W U W z 'n a a • n a a UFE UPPER FINISHED FLOOR ELEVATION a; � "t a I '� BSL BUILDING SETBACK LINE co A � o w 0 � n � � z. W O m r Z c) c D D o m � A z � z ['Lz! c 3 (n C r� A o z M o 0 co M c D m n� o C) K o c� (7> ------------ 1- Loading Space 1 (Detail 7/C-,3 ------------ o 13 C6 1-STORY 5,800 SF FFE=393.50 ��(Illll New Retaining Wall C w/Handrail t A ¢ o Max Height=15' e Y e)p CG-12 �Y BT Y BT - 14.0----------- Guardrail - 12'x35' - I 1 cn 13 i Loading Space I 11 - (Detail 7/C-306) ----------- J CG-12>Sd, 0 . < 55.0' F 1-STORY 6,110 SF G1=375.5 FFE=387.0 New Retaining Wall B w/Handrail Max Heiaht=11' New Retaining w/Guardrail JO 0 9.5" M� a a a PSL PARKING SETBACK LINE rr 't r4 a a a PP POWER POLE �J W F W a a a a SCC STORMWATER CONVEYANCE CHANNEL W W O O 14.0' L WP WALL PACK I --I Z x a , � --- ULD--- ULTIMATE LIMITS OF DISTURBANCE � � P. � a' 0 S a a , TP ---- TREE PROTECTION FENCING W 0 U 8 a a --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT W J� a a PRESERVED SLOPES PER GIS a aa a a MANAGED SLOPES PER GIS CZ r 15 14 i + + EXISTING TREES TO BE REMOVED VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 2-STORY I >I I I SITE PLAN NOTES: a 3,000 SF/FL --, 6,000 SF 1. REFER TO SHEETS C-400 THROUGH C-403 FOR EASEMENT PLAT. _0� FFE=394.0 0 co _ -------- EX 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING C6 A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER �� 67.0' ( THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. ti 6' Cgnc1 ewalk 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. vv 1G 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE CG 2 G-12 Existing Industrial Building Existing MARSHAL OFFICE FOR LOCATIONS. >� 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE 8 S aces O 9'x18' --�„ Asphalt FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHALL BE ISSUED UNTIL ISO NFF IS CONFIRMED. 1'WM1 _ _ _ _ _ = Parking g 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING 5R COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. L------- - � I I 5� 0� New Retaining Wall F I s. I 1 WM S� ¢SR w/Handrail I G o CG-12 Max Height=8.5' FH 00 8® oo Spa es @ 9'x1 I N p CG-2 ARV j o� c ` -0 6 Go Siwbkk: ' 1"WM ( � o 145.0' 5' ADA Ramp A1 m II I w/Handrail c� 5'R EX CONC RETAINING WALL c' 21 - % TW=403.1 20' 0 20' 40' 60' SCALE: 1"=20' 2-STORY 11,232 SF/FL 22,460 SF GFE=388.00 FFE=398.00 2 s \ �o \�9s �s \ 0� Dumpste (3/C-3C-, 4.0. YY Y Y Y Y T T T T r T T>>>••----- Q 8'X18 (3/C-306) h� p SP � 3 Spac s 12 18 Spec s © 9'x18' a G-1 .a. .`' ab d`/ d .•a ..n a' '. �'� �. 1 210:82' a a a 13x15' PATIO 6.3' Cone Side Ik a a a a w Handrail a a M LEN M14ONDOMINIUM� a a 2'x35' UNIT 2 Loading�a e O �3,560 ,L a i -(D -7�--3 )-J (2 , SF) UFE=3 2.00- FFE=372.00 7�75':Conc, 5idewafk ° . : p a d �-� ■ 14.0a IL b a • l 2-STORY - 4,516 SF/FL 11 0 0 FFE=348.0 N I 0 1 --I La X UFE=371.5 1_ w1 I n U) PI a I 1 CD (D ADA RAMP W/HANDRAIL -- CG- a a .. 18.4' h o Weir Wal s (Refer to 8/C-306' , a.�_ I WP ..iinai�I .• 1 U O 27.6' cp M IN. m^ II I j^o o I J OU 1 , )co a New Retaining Wall M ew Retaining Wall N w/guardrail w/Guardrail _M qx Hei ht=3.5' Max Heigh=8.0' Loading --__ a Dock 371.9 7 (DetailLoadi h Spac I _Ucks -nd �3 30 oft n _ l� a BLE M� a < EL I" NT , n.,,a O 2-STORY 4,070 SF/FL (8,140 SF) FFE=350.5 UFE=371.5 ;5 REFER TO SHEET C 201 I • I IM 2-STORY \\1,750 SF/FL a(3,500 SF) FFE=371.50 ---- UEE=390.00 �c 0 , spy „W N Coto. S%' 39,R 35.0' ego//r O2-STORY 2,125 SF/FL (4,250 SF) FFE=373.60 =388.00 i aaa Existing In building W Q '____iNew Retaining Wall G on w/Handrail & 1.5' Gutter q aMax Height-7' aaa a as a O Z a a aaaa a a <1 a a aaaa a a a a a aaaa a o x a a a a as a a New CG-6 Channel O RP4 W �D W may. 88.0' M 0 1 O 2-STORY w O Z 2,640 SF/FL FFE= 3077.2SIF0 Q 60 UFE=387.20 a W -- a 88E- .0' a •.. ':.. 6'. Canc .$icLh lk CG-2 " ti w 1„WM CG-12 a x ea 7 SF aces a a p 1 �'x18' SHEET N0. a s C-200 SHEET 4 of 25 REFER TO SHEET C- 200 �G\NIA dS w Handrail - 14. C . , �1 C , 20 ax Height=ll' 2-STORY O 1k a 18 a o �� r l r-- 0' Qnc. ,y a G . OQ UFE=387.20 w c� 4,516 SF FL o o a co I WP > a 88.0' * o Q o O M r 2-STORY ... 4 > Z o / i r u o a 6'.Canc.Sic#Aw Ik z sr O (9,032 SF) Li4n n. a o a FFE=348.0 = S ro 5 y r Z �Q 1 4,070 SF FL U o n x :X �� 27.6' 8.140 SF • a N a a 1„WM CG-2 o UFE=371.5 r� r ( ) b 7 aces UFE=3711.5 ® s 0' a a a © �0 10 ®S 18' OW 6Y 0 0 Pao a °3 m Ii - o i 2-STORY a a a SR 81.4' L----' �_ i 88.0' 3,874 SF/FL 14.6' F . - CG-12 8 SPo e a SiBew.dl;k (7,748 SF) ' � a `S%A N z '6' °COnECs •°: l . .. WP a o FFE=350.5 CG_2 w 0 x a a a a s ._Concre{ ' UFE=371.5 >6' �onc . ! a a a x New Retaining Wall ' ces ... CG-1�+ -12 e .Sidewol 88.0' ;�atk�: :.. �. o d F a a Max Heigh, 5 Sp P sc ��sT 18' e1'WM 10 5 NO RIGHT TURN ONTO , 10 Sj� CG-12 O z FRANKLIN STREET �eT a 6 O z p p ° , ..: 5 � 12 ' � 2-STORY :.' CO 7 S aces � Q � Sign ge� Sidewalk'f 4j 10' P e @ 10 e alk 3,725 SF/FL - ®1 'x16' 0 a z z (7,450 SF) O CG- 5 a T 5; �onayete 1'WM a °. .4 �... FFE=355.0 ° �------------ ca v' x -2 For Buildln9 6 w z O R UFE=376.0 , N Q A� r ��, S R N ® SOR N t 29 ® Mon ment 30 ..� GG r,e) 13' 8FH 9 S F in 6 �P 2 S `° 11 P ces 10' Q > . ° ... / G ... St FOS 10'x1 D1 °na'Side -� eer�raa -maser ®OO O ro F CG Z SIy� �X New Retaining Wall H o0 ® W GG 1�QR YWT 0 \ CC-2 ORD ,s' R ® yl w/Guardrail � o aa. r ? � ' 1V SAD . E ®Y� Max Height=6' * F 3o O/ MiN/MGM e rBeT� Q WP CAncrete 1 "'"' . Pr ate) N s1 O F doW o. a. aeWalk. * 6 a r ' 9 Con sl Y� 0 �- w ® ®Ek WV SOOT C pS� n Qcr. \\ 122.3' S, k 89 W U w CO z �ewaj G 1j W a ,' a 61 x�� FX i/ ument sign 6 co 2-STORY a, A a 11 1 675 SF/FL x w d F\ Guar rail w x/st Page en 28 ae a �i O (3,350 SF) o o z t T S a a 1�G FFE = 354.50 Yl W w o New 3 2-STORY 6A ® a BFE = 334.50yl ew Retaining Wall I Z w a, eo//ar tee/ per m New Retaining Wall L 7,451 SF/FL 37.2' w/Handrail (Z' o 9 Ek/st Fs at S,tree NOR Jew/Guardrail (14,902 SF) FE GEMax Height=l0' Z W It R e lch N 9n NT j 6x Height=7' LFE=326.50 \FZE d W E/R SPike ark 1 S9n FORD R AD UFE=359.35 �� 4 LJ e� ,332 42 1.8' r\ B MUM S 0 122.3' MINIM SL New Retaining Wall J w/Handrail Max Height=7' \ MOORES CREEK LA --------------------------- ---- ® yl A BLE FENCER/N <lA/k \°9e - --- \ PUBLICRACCE SWEAS E----------- LIB 331-540 EMENT ------------ / MCI-MH-04 - - - _ _ --'--- --'- / Top=327.10' MCI-MH-03 J Inv. In=310.90 - ----- Rim In 22.64' - Inv Out =310.80' Inv Out=310.26' Forebay .5,585 CF abion Baskets Crest=318.5 . Emergency Spillwa Elev: 319.00 b / \ - - - - - - - - - - - - - - / / STORM WATER MANAGEMENT BASIN \ \ / SWM-1 LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATERVALVE WM WATER METER FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALLPACK --- ULD--- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT r SITE PLAN NOTES: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATIONS. 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHOULD BE ISSUED UNTIL ISO NFF IS CONFIRMED. 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. L, � 9 G O N o o A � o 20' 0 20' 40' 60' SCALE: 1"=20' x x\ r1 MCI-MH-02 Rim=319.20 0 36" Inv. In=308.79 0 30" Inv in=308.79 30" Inv Out=308.69' i i i i i i i i i r i i i i W z 0 F a, a 0 W Ca O z 0 x rl a 0 a wz� a a�D W Q � U W a F a x a � SHEET NO. C-201 SHEET 5 of 25 •, � ; I' I I I I � I � \ owo- ii III 1 \ P I W PI IER I 4 - I S„ STREET ME14T \ ,�' - ■ r �\ 41, \_ A �vo End of ACSA pucsewer \ a CQ 00 STREET \ Ex _ o z 13po R PUBLIC R1 ` - - / - 20' 0 20' 40' 60' o 7(60 x x t\ / /� / \ SCALE: 1"=20' z E LEGEND Q U z r:) :1 DB DEED BOOK a 0U PG PAGE FH FIRE HYDRANT Ca W w U WATER METER WV WATER VALVE WM Fa I \ I FFE FINISHED FLOOR ELEVATION 70_ �� / / ° / / / / / / / / / - -/ � \ \ \ \ \ 1-90 j I I \ I UFE UPPER FINISHED FLOOR ELEVATION \I �3 z 7 / \ BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE Z PP POWER POLE Z SCC STORMWATER CONVEYANCE CHANNEL a o 9°° III I II WP WALL PACK a o ew Reta ninq Wall E �\I \ \ \ T FT il___ T T TTMdTF i iMiTC ()F iliCTTiRRdN(F a k W E / / ' WM WATER METER I� 'j.i W c W UtletS �/ /,, / // /�//// I / / / i I GV GATE VALVE T��Ua I6 ? / / to PO C-612)% / �� lJ U PRESERVED SLOPES PER GIS t� W F z II / / / / i / /------- iF E 1 " / yI \ M O MANAGED SLOPES PER GIS � � w "� ~Zama + + EXISTING TREES TO BE REMOVED o v VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT Q W Z' ----- -- C� h- - - I I \ Z 380 I I I III W GRADING PLAN NOTES: - - - 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. / / / / / / / / / / / / / / J F - - - - - - - - I I 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW / v I / I / / / / / / 14 /' I II j I TO STORM INLETS. I/ i ew Retaining Wa I D 15 \ / I I I I 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE I I I \ o I 1 I w/Guardrail / 9s I i SCREENED FROM PUBLIC VIEW. \ I I I I ax Height=5' \ I I 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES owl I I �I I LESS THAN 2%. \ _ 3gA 2-STORY 9° I I \ L 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED W I I II�� I \ 3,OOO SF/FL -, /40� - I I \ I TW90.d I 1 1 �_ I I FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' W CO 1 1 I BW88. \ I \ T 92.0 I TW62.0 6,000 SF _ - - - - - - - - _ I I ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY I I APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. 9.5 I I I I B�88.0 I W$9.5 I // FFE=394.0 EX 2 - / I 111 I I I I I I / h �\ I W\ I� I I I 1\ I I I I I I I I I I I \y� I oo BW95.0 I I \ I D \ \ I I I I I I I \\ \\ 4024,5 Existing Industrial Building- ExistiniI I�I IP9 4 X 14STORY93.5alt5,�00SFI ParkingF7 . TW04.5 I I ❑ \ I I I I 1 I I I I I I I I I I I 3g I \\ \ I I I I 1 I I I I I I I I I I I II I I I I 1 I \ \\\ I \\ BWO\O.5 P93.1 P93.3 P89. I I i I I L---- 1 TW9I3.5 I I \ o o \\ \\ 11 \ Z I \ I I AI I BW81.o P91.8 P92. \ New I I \ m \ \ 1 1 I I \ \ 1„WMI \ \ \ \ \ I \ ` _ I w/Handralil Retaining Wall F II I II ® 1 \ \ \ \ \ 4D4_ Max Height=8.5' I I II i I \ \\ \\ \ 1 I I I14 \8H 1 \ \ P92. Ii A AR 89V 0 \ I 1 I I 1 I 1 I I I \ \ 1"WM TC95.8 BW95 8 f' \ \\I I\ I I I I \TWO1P02�2 \ f TC03.1 I \ EX CONIC v \ RETAINING WALL I \------------- TW=403.1 L\\--------------- \\ \ II 1 1 I I I BW8 m I II I q I \\ \ \\ I \ \ \ \ \ \ \ C 4 . 3I I \\ \ 2 1 1 v \ \ \ \ \\ \� TW89.5 \ \ I I I I I \ �O \ \ \ I \ \ \ 49�1\94.0 - - 400 BW89.5 \ \\ \ ` EX 22 I I \ I \ a I I I I I � I I Ira � \ \ \ \\ 2-STORiI``_1// 1 -- I \ II I 1 I I I I I 87. 7.4 \ \ \ \ 11223460 SF/FL SF L \ \ m W\ GFE=388.00 8I7. \ \ \\ \ \ \ \I \ \ I I w8 \ \ \ \ \ \ FFE=398.00 \ \ \ 1 TkO.o I I I II II II 1 I\ P7.1 BW94.6 BW9�\ I 1 I I ,� \ � \ 1 I I I I I ew etaining all C \ 1487.2 \ \ \ \ \ u \ I w/Handrail 1 I \ \ \ \ \ \ \ \� . -400- - - 0� \ Existing Ind I Max Height-15' -__-_ \ Y \ building I \ \ \ \ \ I I 1 0.0 TW98.5 = \ II I \ 1 I I I II TW14.5 P851.3 °I TC/P85.� \\ \\ \ �\ \ \ �1� B4.5 \\ \ - P�� Q \ Ld \ \ Q I II I I I TW8 .0 IBW19.0 I I sy\\ \\ \ \\ \- �J q� \ _ \\ v - / P92.3 v TW 6.0 v 15'I�iDPEITC/I84. \ -_\\ \\ wa \ \ \ \\ `�/ \ - \�� ---- TW- - - - - - ------ - .5 \\\ z0 I TC93.9 / II I I III I I II I 13 3_0I .. c \ 11 \\ / - 7 \\--- 33.E\\ BW92.8 �O \ BW90.0\ \\\\ rz I I I 1 ° \ TC 5. �� TW94.0 / / 39 U I I SVJS I \ SW8�5.5 \ \ °'. \'' °. , ° d °�\ ® BW92.0 _ _ - I / / I I I II I I \ \ \ \ \ U w sw8s.4 �20 92.0 - a -eoa /ATN-- .0.. w92-- -WN ` \ ew Retaining Wall G 90- 3'x15' PATIO 'w/Handrail & 1.5' Gutter \\ �_ �EV=385.5 92.8 \a\ax Hei�t=T 92.0 <2.0- BW90-0- \ _ 39 - - - - - �b ..� \ / ONDOMINIUIJ \ \ \ ` 1 v I m I \ 611�SF\ \ > \ \ _-� / _UNIT 2 \ TW92��- ---- a \ z I I \ \ 61=3755\ \ \ \ \ \\ / 1 �/ �3,56 /FL� 1_� T�88. 15" E \ TC90.8 - // - J B 7 =--- - ---�- --� I o \T, I \ \_ - FFE\7.0 \ \ \ \ \ R�9F DRAIN ��---�- / / �� \ (2 = SF // / \ \ \ ---- BW88.7_� T 86 - W86.5 <1II \ �_ - -- _ IW I `n 1 \ 00 \ \ _/ / / _ / TC9 .5 - --- � `fit- ------ �+ C BW82.0 \ \ of - W85. _�- - - FFE=372.00 � -� G \\ \ \ \ 378 \ _ / / -ROOF DRAIN/ BW73.0 _ \ \ SS / New Retaining Wall M G89.0 2" ROOF DRAIN / 7 / / 9 ew Retaining 'Wall N 2, - \ SW72 0 / -w/guardrail w Guardrail 0 p "W - ✓' - - _ a - - - - Z �l R77.o \ _ 72.0 sw72.00 72.0� / _ 72.0 / / Max Hei ht=3.5' ldax Heigh Loading 3.7% B 73.0\ \ TC85.5 TC 82-2rs \ \ \ \ 3j0 \ \ \ 2�STORY \ • ' a - - Dock P67.9 \ \ +- \ �P76.5, \ \ / / , 371.9 P69.2 � 7�50\SF,�FL TC ^ /O TC`'r69.60 17 - \ \ V -3 SF� \ 3 O \ \ \ \ ry New CG-6 Channel- - � 8.6q Z TC P71.95 p / / pPE \ \ \ 9 O \ \ \ A / TW70.5 T 7J.�� � \ 2-STORY \ r" 380 �I 0 � Q 8 / „ / BW67 - - - \� \ \ \ 2,125 SF/FL\\ \ .' O TC79.8 TC71.6 O - - > \ 15 HDPEro / 16 / LLE A4 \ \ \ \ \ \(4 250 SF) \ \ �� a' C3 \ A \ \ \ \ \ \ \ \ T1 `70 \ Q \ \ \FFE=�73.60 \ .. / \ \ \ \ \ \ \ \ \ 9 \ F. • . ' . e . / 88b0, \ \ 1 2-STORY a W T To \ \ \ \ • / 15" . •� \ \ TC79.2 I E U w \ \ \ \ \ \ _ HOPE \ C \ - _ \ \ 0 2,640 SF/FL * E-I F \ \ \ \ \ \ New etaining Wa T�72. / / / Weir Walls • . C� 6\ \ C \N a - ` \ % \ \ (5,280 SF) TC79.2 E W F 1 \ \ \ \ \ \ P71.5 (Refer to 8/C-306) / .-., • T - \ \ FFE=377.20 U \ \ w 'Handrail \ I / - \ F' \ \ \ \ \ / / / / _ 0 w \ \ ox Height-11' \ \ Tom• \ \ \ / \ 18 - \� \ \ \ j r` ? �� - _ _ UFE=387.20 o w \ \ \ \ \ �W68.0 2-STORY \ / P46 5 / / - _ BW78.0 x \ \ \ \ \ \/ �P44.0 / q - a rn J .a \ \ \ \ o \ \ \ \ \ \ \ \ \ \ \ 4,516 SF/ j \ / / `.O / / / / 2-�T�Y / i \ \ \ \ \ \ .: �\ \ \ �I > •' SHEET NO. \ \ � 032�SF � � P7 _ FFE=348.0 ' - - - / 5A y / / j,010 SF/FL \ \ \ \ \.\ \ \.\;- \\ - - �a - • \ ' �371.5 _-__---\ \\ �. D E :r - 1 WM \ P7.8 C-202 REFER TO SHEET C- 203 SHEET 6 of 25 REFER TO SHEET C- 202 C�04;yoo \ \ w/Handrail / _ • - - - _ \ \ ax Height=ll' \ \ TW73. \ \ / \2-STORY \ / PP440 6.5 ! o \ 18 _ \ \ -TW8p.5lJJ - - p4,516 SF/�/2-�T�Y \ \ BW78( )\/\ \ ' e P7 p \\\\e. i .>e' 1. 9, � 03 SFFFE=348.0 4070 SF/FL . 371.5/(8,140 "yyM3F0.5-TC46.1 TC47�2 / / U 371.5 / \ \�\\\ - - 76_9 I - W50-5- - \ \ \ \ 2-STORY - TC48.0 / / / \ \ \ \3,874SF/FL P7 .4 E7 0 _ - � z 6.8 FFE=350.5 ` \ \ \ \ \ - - - \ _- �7 - - T 0 x \ \ \ r \ \ \ \ \� \ \ �rr6 TC47. 0 / TC/ 8.8:, . '✓ ,_ ..... - ",. 50. \ \ �llFE=371.5 gW 71 o m x \ \ \ \ \ 'New Retaining Wall - \ \ \ \ - - - - / >/' .. \ \? _ ' ! \ a \ �\ \ aTW77. m r\i u� a S \ \ \ \ \ \ \ Max Height=5' �� - \ \ 1"WM , , �� T P4 \ SW53.1 54 d . �� .. \. \ _ - - Cc\, TC P49 / \\ Q2--STIORI O - z F aC/ 50P 9.Uj L 49�3 C53. \ > - r 3,725 SF/FL \ Fa (7.450 SF) \ FFE=3rJ5� \ \ \\ \ \ \ \ \ \ I \ \ \ \ UFE=376.0 , S \ROAD - _ \ _ - / � - \ \ \ \ \ � Tw70.0 FQRD I - - _ \ - - - \ \ \ _ . \ \ \ \ \ \ Bw7o.o p - \ \ \ \ \ - M D1 New Retaining Wall H Z E P54 \P 9.9 \ �_ / g �o �RD \ \ \ \ \ \ \ - - - w/Guardrail a o Max Hei ht=6' 9 `0>c\7w TW610\ ---- / r4 m \ >Q'1��. 2-STORY\ \ Br.0----_--_ H ✓f3'c»�q 40- ------ --_- v a 1;67�SF/FLTW60.0 3�0 IW61.5� \\ ---_ �xw�w c \ S - - - 1 \ - - _ - (3,350-B1N51.0 /\ \ Bw56\ \ \ \ \ W a o FFE=354.50 C \ \ \ \ 54o _ - - - - - - - - TW54.0 6 - BFE� 34.50 \ Q \ \ ew Retaining Wall I \ \ \ \ ~ Z Q4 � p� 8' \ \ _ - - _ _ - - ew Retainin Wall L 2-STORY - - _ 9 \ - _ p \ - _ / - 9 7,451 SF/FL BW4&0- - - \ TW58 0 w/Handrail w�TF \ - - - - - - - - - - > - - - w/Guardrail - - - (14,902 SF) - TW46.0 - - - \ FE GE \ �W ax Height=l0' RR hoh�or R 4Csq ... _ _ _ - - Max Height=7� LFE=326.50 - -BW4�0_ pike k 1 - --_ - ------ - - FFE=349.35--- - - - TW38.0 ,- - - - - - - - UFE=359.35 _ - --BW32.0 332'42' D --- ----- BW34•�- TW38Q New Retaining Wall J --___ ----- _ BW32.0 w/Handrail �c - - - - - - Y��\ \ Max Height=7' \\ 8 / MoORES CREEK -------------` ---_ ------------ -- _ A \ FFNC�q/A/ GiNk \ I'UBLICRg CE SWIDTH E - j - ----- - - - - - - p XX-�----------- - - _ _ \-- �Tp EMA FI oodplO1h LJ /MCI MH-04 ---_-_ / N Top=327.10' - L - - _ 301, Clay MCI-MH-03 LD,' \ I / Inv. In=310.90 / _ Y (RWSA Rim=322.64' / J / Inv Out / _ Inv. In-310.36 =310.80' Inv Out=310.26' eo Foreba 314.5- Obi 1 I I 5,585 CF � abion Baskets / I / - 314.,5// Crest=318.5 \ INV=319.06 �320 Emergency ev: 319.00wa 10" - -- /--- - - - - - - - STORM WATER Al,_ MANAGEMENT BASIN \\SWM-1 fl- / F MCI-MH-O2 36" Inv. In=308.79 � Rim=319.20 30" Inv in=308.79 - - \ 30" Inv Out=308.69' o FH FLOOD HAZARDpE OVERLAY DISTRICT a\ �TP�TP�T �Q Y\F / a TP DTP DTP \� \ \ \ \Tp / l ��P / / / � TP � / �TP�TP� \ \ \ \ Tp p/ LEGEND \ \ \ \ \ \ o DB DEED BOOK Q� / PG PAGE FH FIRE HYDRANT -- GRADING PLAN NOTES: WV WATER VALVEWM WATER METER 9 \ / 40 / FFE FINISHED FLOOR ELEVATION \ \ / / G7 x 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. o o \ // 4 W / 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW UFE UPPER FINISHED FLOOR ELEVATION o� \ \ ° / \ / ! F E 1 a TO STORM INLETS. BSL BUILDING SETBACK LINE // \ [� E• 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE PSL PARKING SETBACK LINE \ �Q // \\ / � W F PP POWER POLE o \ SCREENED FROM PUBLIC VIEW. PRESERVED SLOPES PER GIS w SCC STORMWATER CONVEYANCE CHANNEL \ o Ga 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES r` WP WALL PACK o 0 0 0 -0 \ / / / MANAGED SLOPES PER GIS 7 \ / x LESS THAN 27. � o --- ULD--- ULTIMATE LIMITS OF DISTURBANCE 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED \\ \ \ / --- TP ---- TREE PROTECTION FENCING + + EXISTING TREES TO BE REMOVED SHEET NO. \ / I FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT ABOVE THE A LOMA TO REMOVE ELEVATION. OWNER OF BUILDING 9 MAY FH FIRE WATERDRANT C-203 APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. WM WATER METER VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 20' 0 20' 40' 60' \\ \ I 1 / \ \ GV GATE VALVE SCALE: 1"=20' \ \ SHEET 7 of 25 ------------------- — — — — — — — — — — — — — ----- ri I __— q gG g° Rd End of p i r P End of ACSA ublic\sewer � co 20' 0 20' 40' 60' / --f-�--- \ SCALE: 1" =20' 5TBEET LEGEND WAY 15 X DB DEED BOOK ROUTE Cg%W) o pUBrIPG AG (605 FH FIRE HYDRANTo / — ' / / \ X \ \ / i / / ^ W VUlf WATER VALVE • _ / / /� s _ \ �� a I —' _ / / WM WATER METER — '-UT % —� \ FFE FINISHED FLOOR ELEVATION `��— — �/ �\ ' BSL UFE UPPER FINISHED FLOOR ELEVATIONJ / UT PSL PARKING SETBACK LINE p I =--- PP POWER POLE �� SCC STORWP WALL PACK CONVEYANCE CHANNEL / / //� --- ULD--- ULTIMATE LIMITS OF DISTURBANCE /� / / / / / I --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT FH FIRE HYDRANT \ WM WATER METER �1r A�wAY 55gEASEMENT Gv GATE VALVE i / $g0 ACCES 326 // — ° / / ew Retaining WaII E / I� / 9 9°sue'°° \ — — \ I / I PRESERVED SLOPES PER GIS pU$LIc ' 675- — / / 1 / / �i /w/Handrail \ / / g°° ° I II / / \ 9 ° 56 D — / / / / / / / / / Max Height / / — — _ _ — \ \ I G �C MH-3 I I \ ° ° ° MANAGED SLOPES PER GIS EXISTING TREES TO BE REMOVED utl f S oQ \ % / / / / / r to PO C_—612��) / / / / 376 /\ / / I / / / j JI I� \ ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 51 NGl _ / / ' / /' / / / / / / / / I= / / / \I I� /1\ UTILITY NOTES: �N n •:' / / ! / / / / /' / / / a I I 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, W� -- TP / / / / / / / / / / / / \ / I — — — — — — CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE OS / I----- I \ I � I RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. / / / / / / / 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN / / / / / — �� \ ) I ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. / / 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE \- — — — — — CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA I I I I I I I I i ew Retaining al D 15 / / I I ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE w/Guardrail j MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE \ I I , , ax Height=5' I 1 I I DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR of �I I I \ \ T 8 / 9°° I I I i I INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA v Pp _ 4 2—STORY I STAFF, FOR A SMOOTH TRANSITION FLOW. 3,000 SF/FL —_--_—/_—- 0 I I Ii 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE 6,000 SF TO THE SATISFACTION OF RWSA. FFE=394.0 EX 2— 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGEm I� I I I I I I �` / III I I FLOWS. �\ I co\ I \ I I I I , I I I I I \>� I boo / /_1 . - �Q3° I I i I 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN — Existing II III II I, I I 402Existing Industrial Building I iI I THE FIELD AND AT RWSA'S SOLE DISCRETION. 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL I X 1ISTORY TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR o 5,800 SF Asphalt SHALL COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN ADVANCE OF THE WORK.FFE=393.50 WM Parking 8. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE 1h \ \ I I I I I I I I I I I I 3g I \ \ I \ EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. I m I I II II I I II II I II I I II II I I I QJG \ \ \ o \\ o » \ 2 5° BEND / 11 \\ z I \ II I \o\T45° BEND e \ \ \ F a' 45° BEND ' 8" DI Water Wall F 0 Neweanng 3 I 1"WM _ / / I \ \ \\ \ \ 04 w/Handrail II Ff I I~ \ I \ I I I GV \ \ \ \ \ Max 1 Height=8.5' - I I I I FH AR IP 1 „WM I \\ I\ I \ EX CONIC \ \ RETAINING WALL --------- I TW=403.1 402, 2—STOR\ ` — I \ // \ — — — — EX 22 I \ II II I 1 I II I I I m� V A \ V 11,234so SF/FL al I I I I I I I \ \ \ \ \ \ \ GFE=388.00 \ \ \ \ \ \ \ FFE=398.00 w \ y�A J N o Q A' O J H N o z o C\2 o 00 O d x F z z W O Fa [Un x Cz Ca ra W x U Fa I� Z a C12 s n�n W �FNc\]0 CV o O Z�� O 1 W CV pa >a�z >�m ��Woo I� Z wxa W U z W I I I I I ew Detaining Wall cl I w/Handrail I 1 I Max Height=l5'a 14 \ I \ \ \\ \ \\ \\ \ \ \ \ \ \ / \ \ \ 'p , '—goo— — _ Ll — _ _ _ _ _ — ----------- —8-2-----— --- R z \ °o W \ Y \ I z \\ Existing Ind building F Q w \\ O PE yyyyyyy Pq 15"I II ) DPEI I \ \\ \\ p'. \\ �a \ �/ \ — \\\--------- — — — — — — — — — — \ \\ I I I I I I 13 \ / I I \ X6 TEE z 15 d — — \ .p 8" GV-- — --� // d °7 . i \ ----- I I I I II \ \\ \\ \ \ \ \ \ \ \ A�� \ ew Retaining Wall G 13'x15' PATIO 'w/Handrail & 15Gutter —� Max Heigt=T\ — \ 39 ' 1�STORY� it I c� , m I I — 6.11BSF Muj�ZNU DOMINII��- m1 I z I I \ \--G1=375.5 rriF\�\ Io �, \_ — FE �7.0 \ \ \ „ RO9 DRAIN-1 ---_ / / �(2 SF / m — _ \� FFE=372.00 d / / _ I \ \ \ \ \ \ \ \ \ \ 378 \ �C) w — / / „ROOF DRAIN/ / \ \ \ I o \ \ \ \ \ \\ \ \ a / 2" ROOF DRAIN — / / New Retaining Wall M ew Retaining Mall N \ \ \ —ter — — — — ' / / — — — _ — — — —� — Q --- _ RE�SE TRAR / / / // _ / / -w/guardrail w/Guardrail \ — — ✓ o — — — — �\ � a \ \ / / Max Hei ht=3.5' Max Heigh=8.0' \ \ \ \ ® o �— a_ a a = — — 0 E-� \z.�.,�`' .'� /'._.L.. 'd..' 6 .. , '/,. / Loading 3.7% \ \ \ \ �X /// .. , Dock �" 3�0 \ \ \ 2�STORY 8" PVC 7 — — — — �0 1,750 0 / / SF� \ 3 \ \ \ \ s, New CG 6 Channel / \ \ » NopE 8.69 \ �\ \ 3 O.Ob _ 8� O \ \ \ \ \ ti_ ` y-o F W — \ _ \ \ \ \ / / \ \ 2-STORY \ 380 U — \ L \ 8 / „ / / / ^��' a a \ \ 2,125 SF/FL �. p -- a W \ \ 1s LLE— — \ \ . \ \ \ _ _ W \ A \ \ \ \ \ s \ 15 HDPEM a / / \ o \ \FFE=373.60 \ S „ 22.5° B ND 10 rxi� Mom \ E \ \ 3_8V*- 2-STORY -\ \ \ \ \ SHEET NO. .. 10 TA \ \ \ \ \ \ \ \ d. \ — — / • . i /. 2,640 SF/FL / — �, \\ (5,280 SF) \ \ \ \ \ \ \ \ / / (Refer to 8/C, 306) / .— T \ \ \ — — \ 9 \ \ New etaining Wa I \ / \ C-2 04 I \ / �t ., — � � \ � � � � FFE=377.20 REFER TO SHEET C-205 SHEET 8 of 25 REFER TO SHEET C-204 �GtNIA d� .w/Handrail \ _ \ \ \ / % / - _ _ \ - _ \ \ \ \ ax Height=11' \ \ \ \ \ \ 2--STORY \ r > O UFE=387.20 \ \ \ \ o \ \ \ \ \ \ \ 4,516 SF/F� / ,� / / ` \ \ .. . \ G ¢ a \ \ / / / 2-�T�Y / \ \ > Z z \ \ \ \ \ \ \ \ \ (9.032�SF) \ - - - - .. / / 4070 SF FL \ \ \ \ \ \ \ \ \ \ FFE=34 .0 / - 6 f \ / / 8,140 \ /_ \ 1 "WM \ J \\ \ \ \ \ \\\\\ \ �371.5 - / / ( ----- \\ z. IDE ��. - \ yo QOFw FFE�0.5 - - \ _ _ �� _ !y \ --- \ - 2-STORY _ \� 3-,874 SF/FL <s.1. (7,748�F) ° \ \ \ \ \ \ \ \ \ • .. / ` `" > : - St A / / FFE=350.5 d m \ \ \ \ \ - --VFE=371.5 \ \ \ \\ \\ \ \ \ \ New Retaining all - ` \ \ a - - / a• /�/ •, \ \ \ \ \36p� \ .. \ a �\ \ \ - a - - - o d H s \ \ \ Max Height=5' - \Q-2--STORY---- \ \ \ W Q J z Q r4 3,725 SF FL \ \ \ o w w 8 PVC \ \\ (7,450 F) - \\ \ \ \ \\ ---- - ' q 0 w U6 0 - \ \ \ \ \0 U Jj 1-1 \ 3Z \ Q x ON Q o \, `�X V0 - J ..' • ... >sy\ \ \ er 4,. H FE - _ \ \ M Dl • .. • �' ... . °, \ 45 BEND / yl N\R / ' \ �X - J / New Retaining Wall H a o w/Guardrail ^ a o Max Height=6' FX wV \\ 45� D \ \ \\ \ ��\\ _\ _ �/ i- - �/' '.a /s.a _ - --_J_ ',. ... \ \ X \\---__-�/:4 nwiz! (AL)>caca fy o \ \ \ p� _ - - 0 40- ------ a 1.675_SF/FL 35\0 P \ 0 P k\ P h Ok\ P-°hP \ \\ \ \_' -- _ - _------ 2-STORY ------ © BFE i 0 \ \ \ ni g � P. °nn� 8'• - on �� � _ - - / -New Retaining Wall L - _ _ � �\� \ ew Retaining Wall I \ \ \ \ \ \ � - - �- � � I � Z � � a Iy e°t P \ _ _ - _ - 9 7,451 SF/FL _ _ - \ w/Handrail \ \ _ _ - Z (� o (Soter Moito k/s wgTFR \ - - _ - - - - - w/Guardrail - - - - - - - - �14W2-Sq - - - - - - � ErcNGE \ \ ax Height=10' rW � o ee Util n• k\ qcS _ - _ - - - - - - Max Height=7' LFE=326.50 - - - - - - \ \ �ItFtE \ \ \ \ \ \ _ - - - - n this /tY No k\ FFE=349.35 _ �heet) tes °h - _ - ---------------UIFE,35O.3� o hp New Retaining Wall J �� - - - - w/Handrail - - - - Y�`� Max Height=7' MOORES-------------------` - - VARIA CREEK LANE \ ENCE Lll�lK 9e X \ PUBLICDB_s EDTEMENT \ pp /1--------------------- _ _ \ � /--------- / __TI\ 00_yR FEM \-'E-s� w _ \ \ \ INv 31�J 46 o, \ / I o / o--------- A \ \ / - - - 30 Y (RWSA) MCI-MH-03 D' IP \ \ \ \ \ \ \\ \ \ \ / Inv. In=310.90 / Rim=322.64' / J / Inv Out / Inv. In=310.36 310.80' / I (--a Inv Out=310.26' 05, Fes° � \\ �-�' x Forebay 314.5- / / O 5,585 CF abion Baskets -314.5// Crest=318.5 \ \ 9 INV=319.06/--- \ \ / *Si") STORM WATER MANAGEMENT BASIN \\SWM-1 -- / MCI-MH-02 / EE Q k� / Rim=319.20 / Q �� / 36" Inv. In=308.79 - \ 30" Inv in=308.79 \ - \ \ / 30" Inv Out=308.69' o FH FLOOD HAZARD `QY I / / / / / pE OVERLAY DISTRICT �TP DTP TIP \T / IS / I�Tp 'O / I TP DTP \ \ \ \ \\Tp / %QI \ k / � / UTILITY NOTES: \ \ \ "o / / I 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. \ \ \ \ \ \ \ / 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WI� LL \ \ \ \ \ \ \, / Q ° / / // / / / I END AT THE GATE VALVE SERVING THE FIRE LINE. \ \ \ \ \ Tp// O / / I 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED / UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED / I AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. / 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE / I TO SCHEUDULE A CORE OF A MANHOLE. \\ \ \ \ \ / 41 / / O Z 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE / - / / WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA \ _ \ QCv �Q�Y / /. / � / LEGEND ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE \ - - \ \ - �o / / �, W � E� / L DB DEED BOOK MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION / 9• PG PAGE OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY \ \ \ �f / O oo FH FIRE HYDRANT BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH \ \ \ \ `Q / // / / O O WATER VALVE F'V WATER METER TRANSITION FLOW. \ \ _ ` \ / / / � W 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO 40 / / / / �r / o FEE FINISHED FLOOR ELEVATION THE SATISFACTION OF RWSA. / UFE UPPER FINISHED FLOOR ELEVATION 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS ° I / E~ U W a oO BSL BUILDING SETBACK LINE WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. \ \ / / \ \ E" [�- - F o PSL PARKING SETBACK LINE 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE \ Q / \ / F E' ° PP POWER POLE FIELD AND AT RWSA'S SOLE DISCRETION. \ �\ / / \ \ / U w SCC STORMWATER CONVEYANCE CHANNEL PRESERVED SLOPES PER GIS \ / \ // \ 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL TIMES / \ o w WP WALL PACK MANAGED SLOPES PER GIS DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR SHALL \ \ / // 1 / x x --- ULD--- ULTIMATE LIMITS OF DISTURBANCE \ ✓ I P rn 20' 0 20' 40' 60' --- TP ---- TREE PROTECTION FENCING COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN ADVANCE \ / l + + EXISTING TREES TO BE REMOVED OF THE WORK. SHEET N0. --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT FH FIRE HYDRANT 8. NVIDOTECESSARY WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT C-205 SCALE: 1"=20' WM WATERMETER VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. / GV GATE VALVE 9. EXISTING 30" RWSA CLAY PIPE SHALL BE PROTECTED DURING EXCAVATION \ \ \\ \ \ / \ \ AND INSTALLATION OF RETAINING WALL K. F SHEET 9 of 25 _ = LANDSCAPE PLAN LEGEND: A \ _ ' -/- o..,ll Cu I \ I I \ I \ ��� \\\ / �I _ _ �\� _----9_s _ - - ----- BroadwyRd-1-4 C AS - ACER SACCHARUM o - - - _- -T 9° - I of ACSA public\sewer 9 r M >Z z QP - QUERCUS PALUSTRIS ° I (!ill I I ` - - ( \ a - W LT - LIRIODENDRON TULIPIFERA 0 0 cat EET _- - IC - ILEX CORNUTA o z I -__ - - - - 0 \ 9°. Y STP l - Ex \ \ ROAD' TE 1115 ) -- \ c ` -� 1 _ x Fi 13 OU g�' - "\ PPh gpUBLIC--- ,- '� _ . y--� ' LANDSCAPE NOTES: x (60 / . 1 o d H i I / \ °? °° I _- / �_ - __ \ '� \ I / i / / 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS w w y n liyl I -\ / /� - _ . II !!III I / ' 1 \ 9°�/ \ \ 1 P6��--� _ % �_� �= , �r I� \ \ �l/ / X l TREES. '67-' _X, W W W - \ - \ 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE q q U z M M o IMUST BE SCREENED FROM PUBLIC VIEW. W 5 d z �' 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS rx c9 _ PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE q z /:.I: / - _ - � ° -� / / / �' / / _�I_ \ \ Ti GROUND COVER (NOT GRASS). q - _ - \ \ / / / '� J - \ I I \ 1 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. _ 9° \ \ ,- 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING n iiV I \ / \ /� �'/ / �' - \\ \ \I II THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION Z Ii!' 9 BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED Z - - - / � ,\ \ II I �' WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE � Z STREET T \ \`- / / i �a / / / / / - - - PLAN APPROVED LANDSCAPE PLAN. a o gTR MEN . O / - \ DWAY EASE � ,,- o / / { / / / / � � 9a � � \ I � � I I 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' ., a � o BgOA ACCES 32g \ , 9 ° / ew Retaining Wall E / j / 9°° \ \ I I SPACING AND 30'-40' HEIGHT. a E . � UBL1C 675 - ` - / 1 / �/ �w/Handrail / 9°s- °_ \ _ _ _ _ I li � I I 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS anicum ri idulum �rl Z '" o ])13\ 6 / / / / / / /Max Height=2 I / / - - - / I G �X MH-3 I I I AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6' ON CENTER. - m w (niliRill s ( l wvw� � utletS Structure Total > 4li / / Key Quantity Botanical name Common Name Planting Height Size Cal. Canopy 'tip (Refer to 376 I) Canopy ed.� Wq .. v !qi Slope greater than 3:1 / I I SHADE TREES a� I!!il �. / / / / / / / / /� See Landscape Note 8 / �� /� - - - - - - - / I I AS 2 Acer saccharum Sugar Maple 11' 13/4" 195 390 7 o p I --I W x 2 Quercus palustris Pin Oak 11' 13/4n 370 740 Z a L6 Liriodendron tuli TuliPPoPlar 12' 13/4" F Pifera 387 2,322 P.x o v Shrubs W w� �Il'li!iill I / I IC 28 Ilex Cornuta Chinese Holly 18" ht. min Ia Z Canopy Grand Total 3,452 TP - - - - - - - - - - - \ z I�LANDSCAPE CALCULATIONS W INDUSTRIAL SITE AREA = 14.06 Ac 612,454 SF Oil / / / / / / / / j / / / / / / / \i - - - - + I I TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF Ni / / // / I / / / / / / / // / l / / 14 F- - - - - - - - II TREE CANOPY PROVIDED: // �ii�i I I I I I ( I I/ ( ew Retaining WaI D 15 O I I I EXISTING TREE CANOPY "A" = 221,120 SF (SEE DETAIL 10/C-306) uy, I ;1 / I w/Guardrail �� I I Bill I I I 1 \ 1 II II I I I ax Height=5' \\ II I I I I 9° I III i I EXISTING TREE GCANOPY 'A40'CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT ll!II I � 384 2-STORY--- I I I °i;l \ I l I I I I I r �� 1 3,000 SF/FL -- /4�C I l EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF 6,000 SF I I FFE=394.0-------- I I I i EX 2 / 1 1 I PROPOSED CANOPY = 3,452 SF lii!¢ I I I I I I I 1 i lII I I I ( TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK zj A I \ I I I I I I 41 7 °` °ll \ rz �i'iiPu I \ 1 \1 I 1 I I I 113 I 4k Existing Industrial Building I PARKING LOT TREE REQUIREMENTS �CD - Existing t4STORY �I I I I \ II l Asphalt I iI I SF1 TREE PER 10 SPACE S FFE393.5p 95 SPACES PROVIDED _ TREES REQUIRED 95 / 10 _ TREES PROVIDED = 110 OK - 9 5 II I \ I I 1 I I s\ L ---- LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: Aill. PROPOSED PARKING AREA: 61,255 SF 16'AI 1'WMI \ M \ ` I New Retaining Wall F II / 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF Ipi 1 1 I \ w/Handroil F� I PLANTING AREA PROVIDED: ,4p4\ I \ \ \ I 1 1 I \ \ \ \ Max Height=8.5' II STREET TREES: 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK lls 1 I \ \ II I 190 \ K • F \ \ \ =,a / AR ✓- / I TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW liil l I I I 1 1 1 1 I I QI I \ \ \ 1"WM \\ I STREET TREES WHERE POSSIBLE. \ \ \\ ^ - l EX CONC Planting \ \ \ \ \ \ / \ I \ \ \ \� RETAINING WALL a Area H _--_ I747 SF W=40 . IT 1 3\ PR�S\ERVED SLOPES PER GIS LEGEND DBDEED BOOK L = - - _ - = D SLOPES PER GIS IL I PG PAGE 0 o MANA E / + + EXISTING TREES TO BE REMOVED WM WATER METER FH FIRE HYDRANT jil' I 1 \ \\ \ \ 400 I WV WATERVALVE lii!I i I I I I! \ 2-STORK - -� \ EX 22 I VARIABLE WIDTH FOREST AND UFE UPPER FINISHED FLOOR ELEVATION � / FEE FINISHED FLOOR ELEVATION Ijjll I I l I \ \ I I I I 1 I I I I 1 \ \ 11,232 SF/FL I II I I I m \ \ \ \ GFE=388.00 \ II / \ OPEN SPACE EASEMENT PSL PARKING SETBACK LINE 22,460 SF BSL BUILDING SETBACK LINE / I Ili I 1 , r r °_ \ I \ I \ PP POWER POLE I \ FFE=398.00 III! I I I I \ \ \ \ \ \ \ \ \ \ \ I \ SCC STORMWATER CONVEYANCE CHANNEL (III l I I I I I I \ 1 I \ W \ \ \ \ \ \ \ \ \ \ \ WP WALL PACK °i i I r l I I I1 l \ \ \ \ \ �_ / \ \ ew Ketaining Wall CII \ \ \ \Planting \ \ \ \ \ �/ / \ U \ --- ULD--- ULTIMATE LIMITS OF DISTURBANCE TP ---- TREE PROTECTION FENCING Ill I I I I I I \ \ Area G \ \ \ \ ' -7p w \ FHOD--- FLOOD HAZARD OVERLAY DISTRICT lir w/Handrail \ \ \ \ \ Q ADO- - - - _ O II!I i 1 I Max Height=15' 200 SF \\ ��/\ J------------- FH FIRE HYDRANT 1!1' I I Planting \ \ \ \ \ / / / \ \ - - - - - _ \ - - - z \ WM WATER METER \ GV GATE VALVE I!4 I 1 \ I 1 I Area I 557 SF \ \ \ \Q \ \ \ \ ,II -----490--- \ w \ Q __ O Bye I I I I I I '�'� \ \ \ \ \ �� � \ � � \ lii l I I I I I SCALE: T'�20' o ---� \ Bill I I I + 15 IHDPEI \\\ \\ H' \\ \ \ \� \ ��/ / \ -- - - - - - - - - - --------- - \ \\ om o lilll I I I I I I II 1 13 I _ _- - -- 0 � \ \ / \� / ` \ \ / / �C III I r I I I II �I I I 1 \ \ - ° d. .•d s `ri>� -..e _/�, S °. , > , '.1- > T.` - - \ \ \------- w aI I I I I I \ \ \ \> `.° �' •./. ° .. °: .396- \ q 210.82 - - - ^ P0,11 lanting w \ \ / / 0O ATIa- Area F \� \ _�- - - _ \465 SF ew Retaining Wall G \ 13'xl5' PATIO \ �390- a - _ - - - / ^ - - - - / ' w/Handrail & 1.5' Gutter , - - \Max Heicyht=T � o 390 / �1 STDRY\ DO! renter than 3:1 \ - - - - _- - - - z UNIT 2 I \ I \ \ _ G1=3\73\ \ \ \ SeLandscape Note 86,1T0 / Sloe 15 FFE-387.0\ \ Ro9F RAId FFE=372.00 / - � \ / - IT // // // // - \ \\ / MI \ \ \ \ \ 378 \a_ Z I _ / "1ZOOF DRAIN/ _ _ - II!!I I I \ \ \ \ \ o w - - - / / New Retoinih Wall M \ W - _ _ - - - - - - I \ \ \ % 2' ROOF DRAIN / 9 ew Retainin gall N \ - - - Z Z 5-\ \ 'o r� RE E TRAR / / / / / J / 4 guardrail w/Guardrail 9 '` y - - _ - - - - Iiil 1 \ \ \ \ \ \ \ \ \ \ \ / / / / /Max Hei ht=3.5' _ --- - -- _ 'Max Height-8.0' - n _ Iu!lli �s \ \ - \ \ \ \ \ \ \\ \ - - _ _ > > ..:/ / Loading 3.7% 3� \ \� \ �STORY \ - - I o }.> d, �...: ° , 2 /. Dock 0 \ \ 17�50\SF,/FLWN Z 8" PVC / / / - - „� \ \ �'S;50Q SF� \ 38 \ \ \ / .. \ � /- � New CG-6 Channel- - / F�--I � �D � 2-STORY \ T � I! \ \ \ \ \ / 16 / I \ \ \ ^o \ \ \ ` \ \ 2125 SF FL \ > z I ,� / ^DEL, - - - / d o I'u! A \ \ > 5 HDPE� / E' Nj� \ --(4,250 SF) \ _ v l ,� r� x 8.00� \ 1 2-STORY F U a llii!I✓ \ � \ \ \ \ \ \ \ \ ° \ \ � : i, � • Ipi, \ \ \ \ \ \ • •. \ _ - / i ': 5 HOPE \ \ \ - _ _° ° `' \ \ 0 2,640 SF/FL FOS Weir Walls ° .' \ \ ` 5' (5,280 SF) E- W F Plantin U jilij \ \ / (Refer to 8/C, 306) i w 1.4 W _ _ \ \ ax Height=ll' \ \ _ \ \ \ / / / / / / 18 _ _ \ \. > Area D _ UFE=387.20 oPEI rx 0 154 - ill! 2-STORY v � - - - \ \ \ \ 4,516 SF \ \ / / / / / \ \ \ 8 SF m !I \ \ o \ \ \ \ / / o _ C SHEET N0. FFE=348.0 ` - - - / 5A y : / / j,070 SF/FL { I IEF=R71 5 / _. (A 1AI) \ \ \ \ - � \ /� � S Q �� � � 1"WM - I C-206 IIR REFER TO SHEET C- 207 SHEET 10 of 25 REFER TO SHEET C-206 \ / -.- \ - \ \ Plantin = \NI .w/Handrail \ \ _ _ \ \ \ \ / / / / / \ I .' - - _ - _ \ \ 9 \ \ \ ax Height=ll' \ \ \ \ \ \ / \ 154 SF _ UFE=387.20 / \: a. \ \ ° � �•. � � Area D 2-STORY \ / / 3 /� 4,516 SF#L _ \ \ \ a I s H tr o (9,032 SF " / \ \ P G > Hid i \ / jr070 SF FL \ \' 0 \ _ _ 6 * > o \ \ \ \ \ \ \ \ \ \ AO \ - _ 1"WM \ \ UFF`371.5 --- / _--- \ \ \ \ Planting / Planting b5� \ lip \ \ \ \ \ \ \ \ \\\ \ Area A / \ \\ \\ --- \ / Area B 371.5 / \ \ (/4 � R - - E � � �- _ o4W 0 D ego I 11011 \ \ \ \ \ \ \ \ \\ \\\ _350 SF - / / 525 SF ----- \ \\\2-STORY- \--- I,a,I// \ a_ -- I 3-,874 SF/FL (7,748 !Pill W \ \ \ \ \ \ .. , a - ✓ : _ \ \ \ �Fj _ - - - - _ = 50. - - - - - l.i Slope greater than 3:1\ \ \ _ _ \` \ \ ��6 A 7� > \ \ = 71.5 1 See Landscape Note 8 ai 'ng Waller � \ \ _ - � \ \ 0� _ \ \ _ - - - \/Vyl \ \ a Max Height 5 - - \ \ \ , / _ -� \ ; ^.\ \ _ - - w Ga . ¢ z � w w w 2�TDR1L .. � ca wQ w 3,725 SF/FL o (7,450 SF) a. � din9 6 UFE=355$Fo UFE=376.0 Ili cwx� Co \ \ \ > \ \ Planting 262 SF PE \ \ \ , Dl Y��% - / New Retaining Wall H o w/Guardrail 12 0 o Slope greater than 3:1 ,. _ - 1"WM - - R �A \ o \ E \ \ Max Height=6' a * w m � See Landscape Note 8 \ _ / "j .: © 0 "', \ \ \ \ _ - - - - - / / Z o 0 00 _ - F a.. 2-STORY \ - - _ - - o m q \Planting _a 67SF/FL �0\ \ \ \\ �w CC E Fo-Area E(3,350� 157 SF o••w FFE=354.50 \\ \ \\ \ \\ wax - --Retaining ----- --- - 6 �_ BFE, 34.50 \ \ \ ew Retaining Wall I-� Sao _ 2-STORY - � 9 % Opt _ _ - - - _ - ew Retaining Wall L 7,451 SF/FL _ _ \ \ w/Handrail \ \ \ - - _ - z o c� w/Guardgrail LF�2650----__- - - 1R �NGE \\ \ \ ax\ight=l0' Z� eE \ Max Hei ht=7' a: RR mp,k / --_ _ ------ - - ---------------tlEE=359,3�- _ \Ex A Slope greater than 3:1 - ----- --_ \\ See Landscape Note 8 C. ty New Retaining Wall J \ \ \ \ \ \ \0 --- - - ----- _ �y� -w/Handrail Max Height=7' \\\ 8 -- -_-- - - l/\MOORES CRE---- F ' VARIABLEEKLANE --- -- A PUBLICACCESS SMENT 331540 rH / \y --Y \ Y------ FEMq FI°°dPlain INV 3 \ / I \11J&6 o / o ,� \ \ \ \ \ \ \ \ /\ \- - - - - -t \GC00 /\ / i MCI-MH-04 Top=327.10' _ - - - - 30" CIaY (RWS MCI-MH-03 L�' Inv. In=310.90 / - A) Rim=322.64' Inv Out / Inv. In=310.36 =310.80' / r Inv Out=310.26' G. Forebay �314.5_ 5,585 C/ abion Baskets 3 314. / Crest=318.5 8 INV=319.06 / I -320Emerge.5/ \ Elevn cy wa 19.0030, \ --- /\ J \i \"\ STORM WATER _ _MANAGEMENT\ \ x \ k / / k k l k - - ��k k/ / k lk k k �O M BASIN \ \ k- k k / /k k - x_ �k - _ k A- A, k--- k/ k- _ _ kl / kk _ x-�- ,k \ x _ x _-` - - \ k / k /k k k k / / k �- -- k �-� �k /' �\ \ \k I k (k �k� \ k k k/ / /x / k k k k k k - k-- k k k k k k \ \k \� k k\ y k k/ k k k k k k k k k � k k k k k k k - k- \ \ k\ \ k\ k k k k k \ �\ 42 / MCI-MH-02 // E A_ k k k \ \\\ k k k Al k//k//k k //k k k k k k k/k k k k k k k k k k k I\\\ \\ \ k\ k \\ \Ik k k k k \ \0 / / �J��°c // Rim Inv91n0308.79 k / M X k / 36 / / / k k k/ k k k k I \ \ \ k k / - A_ \ k - \- k_/ k X/ k k k k / x X k k k k k k I \ k\ \ k\ X k x�occ / 30" Inv in=308.79 k A- k k k A- \\ \ \ k k k k \ �� I 30" Inv Out=308.69' LANDSCAPE PLAN LEGEND: Al .� k k kk A_ Xk /k k Xk k A- k A- vk k k kk k --\ III \\ \\\' \ \ k\k\\ \� kk k k \ II / /kv \ / o kk/I I a FH FLOOD HAZARD AS - ACER SACCHARUM LANDSCAPE CALCULATIONS U\k OVERLAY DISTRICT INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) k A- Q QP - QUERCUS PALUSTRIS / TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF TREE CANOPY PROVIDED: k \ k \ \k \ k k / k LT - LIRIODENDRON TULIPIFERA EXISTING TREE CANOPY "A" = 221,120 SF k / \ k k�' \ \ \ k k k / / k k / 1 k \ A- y k/ EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF k k k k k k k k \ \ �Z k A- k / < / / / \ k ® IC - ILEX CORNUTA PROPOSED CANOPY = 3,452 SF k k k k -r k k k k k k k \ k\ \ \ k k k k k / Fos TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK k k k k k k \ \ k \ \ \k k k k k/ / / I / k/ / k ll / j z k k k k k k k k \ k /� •k / LANDSCAPE NOTES: SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY'A'. k k k k k k Al k k k k Al k k k k\ \\k \k\\\ k k k l // k/ k A- k k k k k k k k k k k k k 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS ;PARKING LOT TREE REQUIREMENTS k k k k k k k k k k k k TREES. k k k k k k k kk kk kk k / k 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE 1 TREE PER SPACES k k MUST BE SCREENED FROM PUBLIC VIEW. 95 SPACES PROVIDED k k k Al / O k 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS k k Al A- k k k k A- k k \ \ \ k A - TREES REQUIRED = 95 10 = 9.5 k Alk k \ \ / k / PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE / k k k k k k A_ \ k k\ k TREES PROVIDED = 10 OK k k k k k Al k k k k k \ \\ \ k / k / GROUND COVER (NOT GRASS). k k k k k k k k k k \ k \ \ � / k k k Al k Al k k k k 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. k k k k k k k k k k k k \ \ / 41 / / / - 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: k A- k k k k k k k Al \ 1 A- - -- k k k k k k k k k k k k\ \ \ k\ THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. k k k k k k k 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION PROPOSED PARKING AREA: 61,255 SF k k A- k k BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED * k k k k k k k k k k -5% PLANTING AREA REQUIRED: 61,255 0.5 = 3063 SF k k k k k k k k A- k k WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN PLANTING AREA PROVIDED: k k k k k k k k k k k k k k A- k k k k k k \\ k kk \ Xk \ \ k �Q� / k //• / / W Q APPROVED LANDSCAPE PLAN. k r� 350+525+262+154+157+465+200+747+557=3,417 SF > 3,063 SF OK k k k k k k k k Al kA- A- 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' kk k k Al k k _V k k k k SPACING AND 30'-40' HEIGHT. STREET TREES: k k k k k k k k k k k k k k k A- Al k k k Al k k k k \\\ k k k/// 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO k Al k k k k k k k k k k k k k k \ \ k k \ 40 l l/k k / / [� � AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6' ON CENTER. PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW k k k k k k k k Al k k k k k k \ _k �)\ \ k LEGEND w A- k k k k k k k k kSTREET TREES WHERE POSSIBLE. k k DB DEED BOOK k AA- aW E- w Key Quantity Botanical name Common Name Planting Height Size / Cal. Canopy Total Canopy SHADE TREES AS 2 Acersaccharum Sugar Maple 11' 13/4" 195 390 QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 LT 6 Uriodendrontulipifera Tulip Poplar 12' 13/4" 387 2,322 SHRUBS IC 28 Ilex Cortuna Chinese Holly 18"min. 20 560 Canopy Grand Total 4,012 k k k k A- k k A- k \ k PG PAGE E. -- F EXISTING CANOPY AREA CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT k k k k k k k k k k k k k k FH FIRE HYDRANT k k k k k k k k k k k k k k k k k k Al \ A- k k l WV WATER VALVE W F A_ k k k k k k k k \ \ l l WNI WATER METER W 5'-15' SPACING AND 30'-40' HEIGHT. k A- k k k k Z_ k k k k k k k k \ \ l k w E- k A, k k k k - A- k Al 9• k k A- k k Al k k k \ l FFE FINISHED FLOOR ELEVATION PRESERVED SLt�PEs ER GIs k Vs k k k k k J k k k k k k k \ \ // k RE E Al k T k k k k o k k k k k k k \ k k / l k UFE UPPER FINISHED FLOOR ELEVATION P, / k k k k A k k k k BSL BUILDING SETBACK LINE SHEET NO. k k k k k k / / PSL PARKING SETBACK LINE G k k k k k k k k k A- k k k \ k k �� M�INAGED SL�PES�PER GIS k k k k pp POWER POLE k N k k k TO CgN�p� k k k k k k k k k k N r k k k k k k k k k k k A- + + STING TIES O BE REM&E k % /" \ \ / SC WALL PACK k k (� k k k k°� k k k k k k Y �\ \ \\ k ' I SCC WALL PACK CONVEYANCE CHANNEL C-207 k VARIAkBLF WID FOREST -AND AND OPEN 3PAC1i EA EMENT k ` R /� „ k k k k k k c' 0 0' k k 20' 0' 6�' k k k k k �7� //� �y k k k ko k k k k k \ \\� k ULD--- ULTIMATE LIMITS OF DISTURBANCE k I x Al k \ I/ k k k k\\ \\ k \ I TP ---- TREE PROTECTION FENCING F A- k\ k k k k k k A- k k k Al k k k k k k �� ��O �VFO k k A- k k k rn k SCALE: "=8,0' k k k k Al A- k --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT SHEET 11 Of 2'.