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Home My WebLink AboutSDP202000029 Plan - Submittal (First) Letter of Revision 1 2022-03-18CHARLOTTES V ILLE TMP 56-87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON ' WB 2013-163 / i O 77-4C2 TMPeEnr�d I ' ■�NER� ----------------------------------------- dowf yaA4 public sewer ---------------I-,-KRA DB 3155-18 ,-' = - _-"` Refer to Sheets ZONE. LI ; = -'` --"= USE: DRY ` ' CLEANERS - -- - BROARp0� --"-- "A I -- T1 �', ) , - - _ I —204 j WBoc.E 6Sg lASfix6N•r _, = C 2 O r-- TMP 77-40 MARTUC LLC D.B. 3847, Pg. 332 ZONE: LI _ USE: DIST. / WAREHOUSE l LEGEND - \ DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATER VALVE 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 WALL PACK --- ULD--- ULTIMATE LIMITS OF DISTURBANCE -- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS ` MANAGED SLOPES PER GIS + + T EXISTING TREES TO BE REMOVED 1 VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 1 PARCEL OVERVIEW C-10 SCALE: 1" = 50' / 6�y0/ TMP 77-21 RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 ZONE: LI USE: DVACANT SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE. VACANT i TMP 77-40A RIVANNA WATER & SEWER AUTHORITY i DB 565-288 DB 331- 554, PLAT ZONE: LI USE: VACANT LETTER OF REVISION 1 FOR ""A•"" SDP 202000029LLJ o � Ln MAJOR SITE PLAN AMENDMENT FORCD 2 ¢ � J z WOOLEN `L/ T � A L _ L mil. � K \_11000.00#040 lC��T � ��VL� 0 i)TAX MAP 77, PARCEL 40B•� SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA z o � Purpose of This Amendment oCO 1. The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. o The Intersection of Ford Road and Moores Creek Lane has not been revised. 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. New easements z a were recorded in DB PG Q coz Q Q 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on Z X C-401 and C-402 for reference purposes only. Q w � Q SITE DATA SITE PLAN NUMBER: SDP201600076, SDP201800065 ZMA NUMBER: ZMA201800017 Z WPO PLAN NUMBER: WP0201600072 ��o ^ C\2 oe-i LEGAL REFERENCE: TM 77, PARCEL 40B Z �D RECORDED PLATS & DEEDS: DB 5210-304, DB 4796-325, DB 4673-132, DB 4790-637, DB 4935-90, DB 4797-41 6, DB 676-326, DB 4893-401, DB 4797-428, CO o � F--f I w DB 4796-325, DB 4452-283, DB 41 11-180, DB 3088-272, DB 2797-29, DB 2797-623, DB 1751-156, DB 900-440, DB 274-70 DB 5198-30, DB 5198-45 C\2 DB 5177-1 �� a � z OWNER APPLICANT: ELEMENTAL ECOTECH, INC. > co c 809 BOLLING AVE, UNIT C w H w CHARLOTTESVILLE, VA 22902 �T-� o �{ r 0 MAGISTERIAL DISTRICT: SCOTTSVILLE Z aaf Q ZONING DISTRICT: LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) 1 F x PROPOSED USE: USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE. PARCEL AREA: 14.06 ACRES z PARCEL ADDRESS: NOT ASSIGNED W 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 ( 0 ) SQ FT OPEN TO THE PUBLIC � -- - ---------- ONE (1) SPACE PER EMPLOYEE ON THE LARGEST SHIFT PLUS ONE (1) SPACE PER FIVE HUNDRED 5 0 �-- -- - ---- - - ' FOR CUSTOMER PARKING BUT IN ALL CASES A MINIMUM OF TWO (2) CUSTOMER PARKING SPACES. -__ Top-327.10• 4niv. Out 310.90 --I - nvn1-30.36 y ��f K-q'° �',, ONE (1) LOADING SPACE IS REQUIRED FOR THE FIRST 10,000 SF OF INDUSTRIAL FLOOR AREA AND ONE (1) ADDITIONAL SPACE FOR =JO.eo I in, out 310.26• EACH ADDITIONAL 20,000 SF. w 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 "J SITE PARKING IS NEEDED THEN A SITE PLAN AMENDMENT WILL BE SUBMITTED FOR APPROVAL. CURVE ARC LENGTH RADIUS IDELTA ANGLE CHORD BEARING CHORD LENGTH C1 58.94' 408.40' 8"16'07" S 21°39'54" W 58.89' C2 123.70' 408.40' S 09°28'05" W 123.22' C3 441.05' 365.25 �17*21'14" 69°fl'08" N 34045'24" W 414.73' 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. E- 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.B.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 o OTHER VIABLE OPTION TO ROUTE THE RUN-OFF TO MOORES CREEK, WHICH IS WHERE THE RUN-OFF CURRENTLY FLOWS. al 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 C/) CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. w Q C. SANITARY SEWER A, B, & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE. THERE IS NO 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. SHEET INDEX FOR SDP202000029 LETTER OF REVISION 1 I C-100......... COVERSHEET C-101 ........ i rvTclmr�Tn n��rr-�rmr�r rn o_ r�r. n ,r�r rmr��.T nr n � r -1 02 ----r -- - --------- - -- ---------- -- C-200 ........ SITE PLAN SHEET INDEX FOR SDP201800065 C-201 ........ SITE PLAN C-202 ........ GRADING PLAN C-203 ........ GRADING PLAN C-100 ......... 6OV£-RSffEET (AMENDED) C-204 UTILITY PLAN C-101 ........ C-200 . (AMENDED) (AMENDED) C-205 UTILITY PLAN ........ C-201........ Fr (AMENDED) C-206 ........ LANDSCAPE PLAN C-202 ........ ruff ItT1 r Phih (AMENDED) C-207 PLAN C-203 ........LkNDSeAPE PHAN (AMENDED) ........LANDSCAPE C-300 . C-301 UTIE TY PROFILESN OMNDED)C-300 r rTTT TTY ETA r� (AMENDED) A6 A ........ C-302 LS (AMENDED) C-301 ........ ........ /• ' 13699 C-302 ........ C-400 ........ (AMENDED) C-303 ........ tfTthfTY DETAftS C-401 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN / C-304 ........ OUTINGS C-402 ......... APPROVED SITE DISTANCE PROFILE .0711" W / C-305........fReFffiEs C-403 ......... LIGHTING PLAN /. 46.67 / C-30 ........ SITE ~DET2UL - / C-400 ........ EASE " 4ENT T)T A T C-401 ........ r A f. E ,rnT.Ti�nrr T C-402 ........ EASENTE44T nr n T- C-403 ........ C-404 ........ C-405 ........ r 1G1 TR4G P A 4 Zr ,r A C-4 06 ...••... -n nnn EW ED A P T! f A TIEW TIT n N FOR 20 i 8000 i 7 Land Use Table Description Pre -Development % Post -Development % Buildings 0 0.0% 73,084 11.9% Paved 18,300 3.0% 130,781 21.4% Pervious 594,228 97.0% 408,663 66.7% Total 612,528 100.0% 612,528 100.0% SHEET INDEX FOR SDP201600076 SP 1 ......... C-&VERSI DP (AMENDED) SP2 ........ NE)Tnc ---T -A- - S (AMENDED) ES(AMENDED) ........ T SP4 ........ L-A-YOUT-PL-AN (AMENDED) SP5 ........ (AMENDED) SP6 ....... LANDSCAPE PLVi (AMENDED) SP7 LIGHTING PT A T T (AMENDED) SP8 ........ SIGHT DISTANCE PROFILES SP9 ........ ROAD PROFIL (AMENDED) SP10....... WATEREtNE PROFILES (AMENDED) SP 11 ...... (AMENDED) SP 12 ....... (AMENDED) SP13 ...... STORM SEWER PROFILES (AMENDED) SP14..... DETMES (AMENDED) SP15.... DT-AfL-S (AMENDED) SP16..... AC-SADE-TAE6 (AMENDED) SP17 .... STORM SEVIT (AMENDED) SP18 ..... MAINTENANCE OF TRAFFIC PLAN Ra\lroa6 Tracks Carlton Aye' �r°Qo'�oy S SITE 01 o� �o �o 2 VICINITY MAP c-10SCALE: 1 "= 2000' 6 z O O �� W U� Cf) O '�/ O H O H E E-I &--, H E � E-+ o x W x P f C0 SHEET NO. C 100 SHEET 1 of 25 " wl/ W � 1_!- �T"- �t �,� v �J \ f 1 -_ _ -� - End of ACSA public sewer Total ��0 A *N�ttt Floor Area Warehouse Employee Employee Customer Customer \; \\J i Total Floor Open to Floor Area No. of Employees Parking Parking Parking Parking J �_ N --' Ar Building Area (SF) Public (SF) (SF) on Largest Shift Required Provided Required Provided o o �� 1 14902 1000 13902 10 10 10 2 2 or �' z 2 9032 1000 8032 5 5 5 2 2 z o I o� \ ET ,--' '--- 3 8140 1000 7140 5 5 5 2 2 ,L � �� \ \� wAy R - i EX S T E - 4 7748 1000 6748 5 5 5 2 2 �"'��,0 6� _ - E g0 A D ociT E 111 ) _ - - - WM � � �' 5 7450 1000 6450 5 5 5 2 2 "�/N; 0 3 �� 9 p IC R/ � � 6 6110 500 5610 5 5 tJBL 5 1 1 I (60 P --''. _ �` �� 7 41925 1000 40925 15 15 15 2 2 � 8 3500 500 3000 3 3 3 1 1 C 9 4250 500 3750 3 3 3 1 1 x I 10 1 5280 500 4780 3 3 3 1 1 0 ..1 'j I _i 11 2816 500 2316 3 • 3 3 1 1 °-o o a 12 22460 1000 21460 8 8 8 2 2 0 a ; 13 5800 500 5300 3 3 3 1 1 z 14 6000 500 5500 3 3 3 1 1 W Q z Q Q I OPEI Totals 145413 10500 134913 76 76 76 21 21 W x - p • � � , - - , , , d , , d ir' , � <, I c'� `\; �-_._.'-- `\� I I Total Parking Spaces Required = 97 Loading Spaces Required Q o I Total Parking Spaces Provided =97 1 space forfirst 10,00 SF of Industrial Floor Area T ,_ ,, iI I I ,D• ,�-.% ,- STRE EMEN _-- .� ; 6 > �! Q -•' , \ 4 I I 1space for each additional 20,000SF of Industrial Floor Area. OADWAY SS EAS v p r -r J I N �I /1 `� r;� I 1 + (134,913 -10,000)/20,000 = 8 \, " S _� ' BR ACCE 6 - ,� �''1 �� New Retaining Wall E L B tJ13LIC 675'32 31 Q % ` `� `,,�" w/Handrail ' i _ _-_._f_i Loading Spaces Provided = 8 Z 56 D _�o�c. o / � ," � \ Max Height=22' � \� � 1 � ,- / i EX MH-3 LEGENDCD < - I -_---__._-- - 1 DB DEED BOOK �+ o '-O'utlet`\S J I �.� A % < i PG PAGE H r to PO C-512 < ) � /I D \ � J I I FH FIRE HYDRANT � � '-' cat ,� o \ I `~� d D NW WATER VALVE o CO < W WM WATER METER FFE FINISHED FLOOR ELEVATION N P � UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE W `� D I I 1 PP POWER POLE 00 \1 \� I * I --I t - z SCC STORMWATER CONVEYANCE CHANNEL j� o 0 A ; I .\ I �`. v .) J 1 %� I I I WP WALL PACK � 14.0 I 1 --- - a ULD-- ULTIMATE LIMITS OF DISTURBANCE i `\ OS `' J ` . I I --- TP ---- TREE PROTECTION FENCING o --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT i PRESERVED SLOPES PER GIS nn MANAGED SLOPES PER GIS �' / I 1 ; I I EXISTING TREES TO BE REMOVED o IW0 �� \\ New Retaining Wa I D \ �15 i j -�w/Guardrail I ------ \ -Max Height=5 \ VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT O YBBT YBBT YBBT YBBT YBB�� I 1 x ----- ^YBBT""'-----,��..i 2-STORY L- 1 SITE PLAN NOTES: �- 60.0' i ------ ;-- ; 0 1---- i �I' 3,000 SF/FL --� � W 12 x35 I� J�` 6,000 SF _ 1. REFER TO SHEETS C-400 THROUGH C-403 FOR EASEMENT PLAT. z c, �I Loading Space I 2' V o Lam- -=__=_=_= 1 1 r= 1 I < j' o FFE=394.0 I EX 23 I 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING (Detail -- - - 7/ t C ! 1 � A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER z-- I -- --- I 35.0' o:r�� 67.0 A. D i THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. °' '' " > A I 1 ! 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. Q oo 6 �qnc ewal A, 1 �I ~ 13 18.5 yy �� " > CG 2 A G-12 Existing Industrial Building i 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATIONS. �] 1-STORY �� 1---�� Existing i 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE O \ 9 x18 Asphalt I WCURRENTLY AVAILABLE �z ,\ 5,800 SF 8 Spaces Jf�I p UNTIL SO NFF IS CONFIRMED.ON SITE. NO BUILDING PERMIT SHALL BE ISSUED \� FFE=393.50 0 \a �1'WMe-----_----- -' Parking 1 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. 13.4' I �o Ln ' 1" WM �, \\ 5� New Retaining Wall F 58.0 J A w/Handrail I '� \ CG-12 Max Height=8.5' -o! ,`\ \ "'^� O 8® oo Spa es , 9'x1 4 i _ OK O FH � ` \ 11 1 I I ✓X D� � CG-2 � ARV z l J - t" ♦ I II 1 x i I �..' � 6' Gonc Si walk ` 'A,. d 1„WM a 0 I i 145.05' ADA Ramp A w/Handrail 5R ! \ EX CONC i - '� i�- RWT 4103 1 LL EANINWA �------------------ _ - - \ m v N I I 20' 0 20' 40' 60' I I SCALE: 1 =20 2-STORY �� o� a _� - EX- 1 22 Ln ` 11,232 SF/FL 22 460 F GFE=388.00 FFE=398.00 P. I \ _�I E. s Dum ster --; r� I w ew Retaining Wall C 1 ° ' LLi 14 �' p 1--- -------------) T v ~` w Handrail �. L 0 `b p (3/C-306) �� Tz Existing I n Max Height=15 Q = Y g �• Lb � J 145.0 > 15 R CG-2 IJ CG-12 NLi �� / \� YBBT • N �`J �� YeBT �- W @ 8'x18' \ ____ Guar rail - (3/C-306) 8' 2 `\ 14.0 , J o Q \ 13 1 Loading 3Space i - w ' • 3 Spac s h o? 01 - 1 '♦ 11 < C�? 9-kw 7 C 306 00 � \ , I (--tall / ) 0 -------- O 12 18 Spaces © 9'x18' O J \\� 55.0' n D .. .d .D4 .."DA , .d •.". d •D '� d ''� d Q%� .. t'. •\`(.•" �•.dD4•; .d 0. ® Q^ '.'``�\\\-)11,11_ \ I 1�, D' - .l d" d t D• '> D d .% d .. D . " .. qq /!!'`7(''/ ! /J' V rHI 6 1 d D D .. d" d •y •4 D `tf" 4 V• •-\--" d ` 4, C 210.82' \ l \ \ `\ <J ~~ \'`New Retaining Wall G o < c� 13'x15' PATIO 6.3 Conc Side Ik J J �I `� �Fa, < ' 9 Q \' \� ': �J �' w/Handrail & 1.5' Gutter l ELEV=385.5 w/Handrail J �] j i - - z °� ^ \ J off,] \ �J 1 /I Max Height-7 o I �1\ ___ _ ___-___ �� ---__. "zl 6,110 SF ' I'`'�OOLEN MILLS 9ONDOMINIUM ', �') j 71 A 12'x35 i ]� \, UNIT 2 `.�! QLoading S ale \I - G1-375.5 a ( 13 560 F FL�1 \ ��, 1 Da 17/C 30) C z c, FFE=387.0 l �~ 27;'� F �'1 `\�------- -J O 50R C`2 `/�_ \ z OQ \( W 4. ] FFE=372.00 --_ V \\\1 <! o < a . � 71z � .) �� \\ ��"•\�� \ 111W <. d ^ O �.`�` \I \� � \\\V117 '/\`llj7 New Retainin Wall M \ J ] ADA RAMP g New Retaining Wall N 50,p' *B1 ,W o w/guardrail w/Guardrail ", o W H�ADRAIL I•• 8 � ,• � � � / / Max Het ht=3.5 p - -g - Max Height=8.0 4C' G, H\T r� ^�\�- f [ T'�-� \ T^� T 'fie• T� T 'r'? •t^� �\--C' \ t� \C' T^- \ -T'•. _ ` ) " • Loading ; _ l `mil a. > d• 65'p.•C•OI"lc S�ide-waFk.a ° : D d ! > Dock i1 _ l 2-STORY c3 e 9�R �G,6 z 371.9 ) 160 R 12 X �oodln 1,750 SF FL 35. ik' O L69.0 �O' O �Oetail 7 Spacer \, I < (3 5Q0 SF) New CG-6 Channel z rear 2S� _ O C rinks-Under3 3p6) r \ 25.p' `1 FFE 371:5Q CG . - _Lon \ UFE i390.00`\ �; % CG,6 �+ T""`..-,--raaT._._,...� • . a 8 �i j �.-• `\� � 2-STORY `• , • �' E-i 1•-1 ye°r d" "'s O 140'R 16 . BE'L1,E J o 2,125 SF/FL R � 8 R W �i d •".•• 5.0' W _ � 250 SF) 35.0' D•. • 0 8.0 � � � Pd C , NlOIVT (4, G- 2 Alt, � \�• FFE=373.60 � Q � O \ % % \ 0 ¢Q : • R l `�UF 388.00 1 2-STORY 14.0 1 18, 4' / G , A 2�p �:p.^ . �� `l O 0 O D ' oc•, 0 2,640 SF FL O FOoij ,. >. 9 .0' o o Weir Walls a • �G-277�]�dew k d" j. d. 7Q.0 N / \ New Retaining Wall B� d: 83 1 �. (5,280 SF) o ear `mow/Handrail . \ r-14_0 _I D ... 14.0, (Refer to 8/C-306) 8 >" . •S' . CQrjc! �� P D " O FFE=377.20 - r - _ _ A. . �� i �� CG < > 4 20 O UFE=387.20 i~ W �i Max Height=11 '� \. } I r w iIC E~ [-+ \ \ 8 2-STORY �_ E- H a �� ```- `' I p r 1 °• • a • •� ' r Q� Cp w `' `'.. . .a • � O `�/] •` ,'``� •A D � • . d 88.0 [ � 4 516 SF/FL w iI (-Dn oav7 Ncnr 14( i, • ...�Conc.S.b.. .•.. E EWx- (9,032 SF) 2-STORY . U 4,070 SF FL ,'w FFE=348.0 r 27.6 wx (8,140 SF) 1 "WM CC-12 UFE=371.5 lr a FFE=350.5 0 �'�-�'l 11 (0 7 S aces x18' a r� v- -. � � � I \ II o UFE=371.5 4 \ �' .� o '``-- _ 'o 1 SHEET NO. 1.4' I o r� o 97STORY -- I IC-200 REFER TO SHEET C- 201 SHEET 4 of 25 as gas \ 1 \ <T dwyRd-1 -4 gas Endo of ACSA ubllc\sewer gas gas _3<7- 01 < 'J gas JE_<j V� FT J' _ - °, : , -_-.�;< � 1 RO A DW r E 1115 W) \ ,- ',-' -- , T --" . T' a-- -- ...... _ -- \ B P,OU LIc R� _ '- - - - / ' �T- ` - `y -�'� �� / - - 20' 0 20' 40' 60' (60 T--7-T- X II r�/ \ ` SCALE: 1 =20 UT yas ` '"�'1 UT - �i /? �/I ►- �\1 \, o `� J/ -�J <I LEGEND 1-1\ n \ I I I / ��i DB DEED BOOK . _ i l J \ J \ a ,/ \ µ _\l , . , - / �<c 1 � / - \\� ,- I (� PG PAGE <' / / _ T �,� -T \ \ �I I / I� FH FIRE HYDRANT ! - f /i \'- ^� \ 1 \ \ . I _ I ? WV WATP.R VALVP. �44 A �00 J N ►O MEL�nCD AV 2� Z >- � O J Z L o J Ala� �� 0 CQ o z �:: o C\2 o U) co o E- O Z p O Z Q z Q Q Uj W Q � -\ I II UFE UPPER FINISHED FLOOR ELEVATION9 0 "\ 7Q`,� / BSL BUILDING SETBACK LE � PSL PARKING SETBACK LINE PP PO WER POLE /}' r .,�-`�'"'r"'.,�j ,�, _ ■ / / 'l ` 'J�� `7 � � / / � / / �"� '- _' ` ,•-~ nos I Y STREFSEMENT \' ''''\4 / /�� '� o0 - D W A E A ,,, 5 I ,, / ` I I I I I� WP WALL PACK o SCC STORNIWATER CONVEYANCE CHANNEL 0AD SS v". / 1 -New 9 / \ i .____yas----gas \ \ BR ACCE. 26 \ , �' �- / /+ Ne Retaining WaI�E , / / ` / / 'I I I --- ULD--- ULTIMATE LIMITS OF DISTURBANCE W o 6' pUB DB 67 ,may / o / ��.li \ , / < \ 1 I I '� 1 I --- TP --- TREE PROTECTION FENCING -, 1 �w Handrail -__ - t- 5 \ _ �o��'% /-� f / o(i _ << / �i / T Mnx Height=22' / \�j / /-\ I �, \• i<.0 i I -emu ��N_ ! it \ FHOD FLOOD HAZARD OVERLAY DISTRICT �/ o I / 1 / / I GV GATE VALVE tj � l0utlet S ' i !> I / 1 / / /� / 1 / / I I I a /'� to WHO C-612) ✓''�" ? /j-1 / \� / i I I I II �� P' � � co Q ' / / / / / '� / �I i �/�/ l `, / '`�/ / \� / I I I 11 \ \ rz co w W <' PRESERVED SLOPES PER GIS h U1 H � t" - / / ' �, / � -• / i / / �- / %� d � /�/ / / � � I MANAGED SLOPES PER GIS EXISTING TREES TO BE REMOVED ((� \ l o U VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT G� / / ? /\-r ?05 rr r �- It \ w �, BW91, r / \\ / / \ / / / /`� / / / \ / /`\/ I �< I \ I I i I i GRADING PLAN NOTES: �- K \? - - - - - - I I II 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. - -IT Ii I 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW v I / / I t ,,l ,. \ / /J`\�\// 'j .i / %r f'� / 14 / k I TO STORM INLETS. New Retaining Wa I D \� 15 / I �� II 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE I I w/Guardrail \ '' f ,�, / / / '°s > i------i II li I SCREENED FROM PUBLIC VIEW. -Max Height=5 �� __ \ i __ II li I II 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES ,I I 1 I , �, 1 I / gas I I I j LESS THAN 2%. - -r - -�- r-� T r T - "� 2-STORY I -� 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED T690.0 I \ 1 - , �\� 3,QOO�F/FL ` r ___ ! /�00 y I j FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' c I I B4V88. 1 ' 1 I +2.011 TW�2.0 `� / 6,000 SF _- - - - - - -� I I ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY �, ', \ o I 1 I j 9 5 I 1 B88 0 W$9.5 \ I / / FFE=394.0 >. EX 23 I I n I I I APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. I I I I I i I I I 1 I I-b rpm I `�\\., �c I I I 1 I I I I I I ., �r�' I �/ TW03.5 , ,I BW95.0 �� \ '` /s Existing Industrial Building : I I IIIIIN!jI? � I I II I I I I I I 1 I I I 1I P93.4 I Existing xisting II I -I i91�STORY�oAsphalt 5,�00 SF N FFE1393.50 I Parkinge . BW0.5 ��-10 9 3 -In \ P9. P89Q � I I I I -- III ❑ I DL TW9 .5 .•--' I I �`.� , /� �\ '`\ �` Y T`' � I IP92. II I II P91� II BW81.0 \ New Retaining Wall F I I I 404- w/Handrail P89.8 \ ® 1 \` \ \ \ \ \ Max Height=8.5 I P92. "IN\\ \ \ I I 90 ' FH \ , II �� / -r• I 1 \O \ ` 4 TC90. ARV li - I ` , �A 1 89!6� \ \ ° d > ; _ i P026 I ( t I I / / �I i 1 \I ' s a \°d d 1 WM TC95.8 BW95.8 \ TCO3.1 \ I \I \ �\ I I Ia �1 1 ' \ ll , \ P89.6 Q I \ \ \ \ / \ i :,, x I I 1 EX CONC TAININGWALL 1I \ \ -------9.�` WJC TW89.5 \ CA I I \ I I I 4 2P94.0 BW89.5 I \ 2-STORY I - EX J 22 I I I \ - I� 87. 11,232 SF/FL I I I 1 7.4 22,460 SF \\ TW87. \ \ I \ GFE=388.00 \ \ i \ ? I �\ I I ,� /�I \ ` \ \ FFE=398.00 \ \ TW00.0 BW9�.5 P 7.1 \ \ \ \ \ \ �\ / \ % B W9 4.6Ld \ WTWa�858�' \I co/ - -- Existing Indsew e1 ° 1 . w/Handrail '40o- Max Height-15 - --_--_-- building a � - m IIQ \ �� I I 1/ \ I r •` �/ I d °'\ ` \ \ \ \ ��`�' TW98.5 v I I 5 \ 1 T\C/P85\ \ \\ ' B_W94.5 \� � \ \\ EQ- T1W$4.0I PI85.3 -- -- ` ---IO BW79-_ w TW81.0 \ 'E919P92.3 TW6.0 B W�1.5 15»IHDP/\ \ ` I-, \- -- ---------- - ./ � v v wood \\ TC93.9TW94.0\ z - `\ \ E- 01 f3.TC9-3.5_ - BW92.8 / r ,- �- \ TW97.0 \ a _ -P 9_T 7 _ <-,- ` / / \ r- . B W90.0 9 0 ,: I . d.' �I . ,'TC85. \ --- <�d: - _ TW94.0 .. .4 d `-\ -• ^ _ ° -.- /.• '°. - A , d/ d i--- >`l. t. \�.r.� -�4� .a .\p ® BWqF2.O / '' •- _- -_� \ \ i \ I -I 0 I \ SW 5.5 \ ° �' d a °' .> ' d: �s , .• :.� .. .d394=--.� i1 I I S Y Y U \ i 210.82 0 -9 \ I _ SW85.4 �2 0 92.0 \ / SW920 8,> OOF-DDRAfFI - _ I -.I I I \', \ \ GD �S N92 0 /1 �� - ''�' / ' `• �ew Retaining Wal G I �`\ o I \ \ o \ \ \ o\ \ 13 x15' PATIO `390 / ' \1- �: 0 I F / - Z \--- �SW92.0 \ \< I 9 I I I I I \ \ �` \ ,-° \ \ \ LEV-385.5 \ � -- ' � /`\1 /�I -- -;. •° : -, \ `\ j ' - - ._ - - / ' �. � ' \w/Handrail & 1.5' Gutter III I I \ \ I EL - - _ \/� d\� \ \ �- - �2.8 Q Max Hei\ht=7 '\ 492. 0 \ 2:0 A T 9 �/I 390 I r '- - o TC 1�STORY\ /\OO/�`\f M'I_tLSO/NDO/MIN/IUM//T� - -♦:d° » d \ /�� a \4�-� - -d,-° ^- - _ 8\62,1 . - - -- -I -�T-/--\W9'2�d -;~6,110F UNIT 92.BW87-jG1=3755 TC90.8 o, FE387.0 �3 560_F < ' --- -�� -- - --� _ -� - ' /--- � T- - -� --- - W86.5 I-- - C9 .- 8„ROQF D�AINTBW887 _ TW88.7 T� 4Ff=3oW85 -- �- --- - < O2.w FFE=372.00 /T-81.0 , 372 TCI„W -ROOF DRAIN/ 9Wall M 12„ R`w/guardrail GningMal��72.00 New New Retai SW72.00 SW72,d 7 2. 0 M/uardrail � < / Max Height=3_5 x Heig-8.0 TC 82Retainin - o R77.0 72.0 72 � T- \- •.A Loading d , 'X \2 STORYP67.9 P2 \?76..6 9 IN, . New CG 6 Channel �6 ig ;\ C85TC/r� / 8.6Z �. FF -371 5Q mil\ I TC/P71.95 / /N�P� / 70.5 ° \ T7 \ .�� \ 1�E-`i3 0.00 \ 9 _ ` \ \ O Q _ 380 � I C7�.2 TCgg TW I\ \� \ 2 STORY {6S BW67. - W7Q $ ` \ \ lj . 2125 SF/FL \ > o O O `-� � \ \� • \ \ TC71.6 16 -LL, \ \ \ J TC79.8 (-� HDPEM, ! ' / E MQT ` \ C� �' �`� .� \ �,(4,250 SF) \ \ ° 5 - F--i ✓ \ \� \ . \\ \ \ \ \ \ ° \ \ \" d ; i.. ° a 70. 0 _ E \ ` \ \\FFE=373.60 l w (�i UFi = 88.00\ \ 1 2-STORY TC79.2-/ � (N d . \ ° / d' ^ / • A / HD f_ C \ .� i (J.I `'^- d 6 > d . `� - \\ �.\ A ..` / E l 2,640 SF FL a Weir Walls ° . 5 280 SIF New Retaining Wall B - TC�72. / / 'ZC7�, \ rC • _ W \ \ / (Refer to 8/C-306) / °�.,_ \w/Handrail \�. \ \ P71.5 / / / :� T S �� ` P ,,� d : _ FFE=377.20 w N / / / ' ' \ _ p `�;�•f °•, . 20 O TW80.5 18 ' 1- \ \ UFE=387.20 BW78.0 z x �W68.0 \ \ \ P4�.5 j �_- d d \ 2-STORY / P 44.0!:l \ �`1 avO \ .d. :r ,\ l P7 j0\I �� _ , � � °�' ° '. C. >°' ' °...r. ° SHEET NO. (9,a32 _SF) _ - / 5A / / 4,070 SF FL ` \ ° \.T�� P 3 C� , /, - _ ,.. / / / 8,140,5�) - - \ \ \ \ \ `~- ` �_ \ l s ` _ ` ~ <� z 1 _ 1 „WM \ REFER TO SHEET C- 203 SHEET 6 of 25 . / " - u BroadwyRd ' 20' 0 2040' 00' STF gST \J LEGEND _____ ~-~-- ' \ D8 DEED BOOK \----- UT / .- �'___ _-_____~ \ ~. °^��"""^^ PG PAGE FD FIRE HYDRANT 60 \ / ' WV\�AT8R\&\LVB \ � ' / / '` Y8M WATER IAEIBR FFE FINISHED FLOOR ELEVATION ` \ \. `, /' ' ~ ` \ ' \ DFB U9P8llFINISHED FLOOR BC8\�cIl0N � \ `- ' | / B8L BUILDING SETBACK LINE P8L PARKING SETBACK LINE - PP PO\YERP0L8 -- / ` \ | -----r- ' || 8CC 8IUIUMW@�IBRCO}V��lA�|C8C}A�O��L \ ` ----^ | \V9 \9ALLPACK _ � \ 0� DLT��S0FDl8IU]��CE ' Wm\�AI28M83T8R GV GATE VALVE v AAD PRESERVED SLOPES PER CD8 Max Height MANAGED SLOPES PER OlQ EXISTING TREES TOBEREMOVED \ VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 12) UTILITY NOTES: ` 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. Z 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 RVY3A WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER K4A|N5 ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE ' --------+ RVYSA GENERAL WATER AND SANITARY ON 3HEETC �O1 | - . Ja 2. CONTACT RVYSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN / ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. ' || J. ALL CONNECTIONS TO RVYSA MANHOLES SHALL BE WATERTIGHT AND |' it MADEWITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE | / CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL r; ` || � BE APPROVED BY RW3A IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE � MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR "=--� ' |NTER|OR WAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA Pip STAFF, FOR A SMOOTH TRANSITION FLOW. \ \ |' ' 4. EXISTING RVY�A MANHOLES SHALL BE BACKF|LLEO TO ORIGINAL GRADE \ ' \ ^~-'' | U | \ \ \ TO THE SATISFACTION OF RW3A. if || >| | 5 A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END Q4 9 1\ \ / ' | / ' VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE \ \ \ \ \ ' '/ || / FLDVY3 , ` . , \ � \ � \ /| ! . ` 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN ��X'3�'[l(] |[7'1U��f�'g| ��U'|r|'[lO '\ /| \ THE FIELD AND AT RYY3A`S SOLE DISCRETION. �� Existing �/ r Industrial ` ' ' Building � \ ' ' 7 ONE LANE OF W0ORES CREEK LANE SHALL REMAIN OPEN AT ALL �� ~ [�X^SF'D(] ' ' \ \ \ c, / Existing `' � | TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD.CONTRACTOR l��)V�l \ \ ' ' / " / Asphalt |f � \ �O \ ` \ \ \ / \ r`SD//O/� ' ' / SHALL COOR0ANT[ LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN ~ ~' \ / ` ` / Kc�- ' ADVANCE OF THE VVORK `\ \ \ \ \ rrF-383ibO / \ \ \ / `�"� \ �====~�==~ [}Q��'[l{] | | ' | / O VO0T WILL ONLY WA|N''|N WITHIN DRAINAGE EASEMENTS TO THE / ' ` ' �'� z . |A / | . - �--� --- --� MAINTAIN -��-� -'-'�-- ----��- �- ��- '| | | \ EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE L --- / BEND / U | Retaining Wall F / K | | ondroU o / / Max Height=8.5' K | | \ U | / | / U ~ ` \ / \AR 1 �W ` \ | ` ` ` `` A EX CONIC [�Jocr^/u/mr m^/� n�/^«nmu" U+_---------_-__~�-----------� /TW=40J1 /7l J-== L_ L_ `` \ ` \ / ) -- -------- �00--- / ~` ) 0 � --�� `' \ 1 \ `` \ ``` \ \lJ�/ \\, . }�'k | Y` Y` `� / �� \ � | ! | / |�-`` i\ \ 22,460 SF '~ ' \` \ Li . \ Max ` __ _-____ _-__ ____ __ __-- _-__ \ ' ^�] 41�� ---- ---- --~. / \ '~fn \ ` . T < ---------------`` --' ---- ---- ---- --4�O ---- ---' ---- \, LLJ \ \ `` \ . 01 TEE ---` - ` ` \ ` -- -------- CD CD CD co E- co o z 767 00 ew Retaining Wall G 4-1 13'x15' PATIO UA �O ILC9_�,'�_0601 I iu!ml UNIT 2 Lij Loading < Dock 2-STORY SHEET NO. 2,640 SF/FL Weir Wo is C-204 (Refer to 8/C-306) REFERF-�- �� 7-y� �� | | F- 7- �� r) �l ��-�� |\) -��E | \�--/\/') U `q o � �� ~� - � �D,' � �� z [� `^ ' SHEET 8 of 25 , _` , ii.; , I \ •' ''� \I 4 / _- __= _-----=- `mil ,. + � -f- �_---�- i'1 \' .•' ``J _ \. C .�_--i--•-"' a ;'-�'�_=__--------- LANDSCAPE PLAN LEGEND: il!; gas _ �-r g°5 _ 'I iiij \ i \ \ \�\ ' " _ -- _ - - `- - - T; ��.1 �� 9° -_'�- --- --- I Broadw Rd-1-4 \ gas l �I �- -� �`- \ �"'� --- I End ofyACSA ublic\sewer AS - ACER SACCHARUM gas 4P QUERCUS PALUSTRIS as \ LT LIRIODENDRON TULIPIFERA < J STREET I _ \ EX r 1 ® IC - ILEX CORNUTA ADW AY 1115 \ C o Bg0 ROUTELIC R)''� ' / v�--�-="_.uT_ d _�r�L� 0' PUB --__---� _ _=-. / LANDSCAPE NOTES. 00 li \ I o _ \ - ----r __- r ° ii �ii� } ry } / --u?._--- ��=- - X t / / 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS `u `!.!i i � \ °;� ` '' �� - = , " u1 \I \ � / X TREES. Z ,�� ` , J �° I , \ 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE g°5 -a1<-- - �� \I \ ° t �---t 1 / MUST BE SCREENED FROM PUBLIC VIEW. o _ l / �� .� f •'(\ 1'!i! i . I --'' _'' !" --- /' / / / gas /''/ r , �\ /--</1-< -•\,V \ �% I ( 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS ~' i ,,ny; l g �-j \ i I I -! PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE 1 GROUND COVER (NOT GRASS). _ / /\ter/ 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. .j' �iii� i} / _ - gas _ - - / / % /� �/ / - / I t I I \ r 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING ;qii i ( \ \ - � - THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. \ \ 370-- '\�' T / i '� `�'- SS=- r`� I \ - 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION •.! �' i l' -- / _ � / � ''� -- � _.__--- `mot\ I _..,n-- \1 , --/',, I ,, , / -./ / < �' / / /�-! - �""-- � --•' .�---1-----`"--"g° 00\ ,% , \ t -- i � BY THE CURRENT OWNER 0R A PROPERTY OWNERS ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE T \ / /. / �80 \ / `� / / i / - - - - gas I I I� PLAN APPROVED LANDSCAPE PLAN. TREE ENT \� ,-�- / :may O - t - �/ �/ �. / /� i - � \ / i I AY S ASEM - _ a // / i /\ �� \ I I (I 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' S E _ °g 4 / �, _ -- - __ °2 I g0 ES /! t - 'eew Retalnin WaII E , / _ - -g°, g \ I I / t SPACING AND 30 -40 HEIGHT. D I C ACC , 3 26 � � 9 � 31 - \ � �!� ' g r '`\� j / i `-_-_-. gas i I I pUBL B 675 ,� i / �• ( t / l/ �w Handrail _ g \ - - _ \ } I , I 8, SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) D / / ° / 1 / is / /�' / / \ I I 56 Max Height=22 i Ir-EX MH-3 i I I AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6 ON CENTER. /ugt�'-,..-'� / /. / /\t - / j /i \ / } t I I Ir Z Ali/ / / / I it \ Outlet Structure / / !'! / / / / /' / / l I �� / i� Key Quantity Botanical name Common Name Planting Height Size /Cal. Canopy it Total %� ' ugt 4 " '�\� �/ / / (Refer to WPO C 612) �\%� i /jt 376 / / �� / ,/ .- (�. I ' l _-I I R I Canopy Slope greater than 3:1,F SHADE TREES ��' ;.•I; I % See Landscape Note 8 AS 2 Acer saccharum Sugar Maple 11 13/4 195 390 Ii QP 2 Quercus alustris Pin Oak 11' 13/4" 370 740 IF p u LT 6 Liriodendrontulipifera Tulip Poplar 12 13/4 387 2,322 // / i �� r / 1 I ! i II Shrubs I � / � /< �� 1 1 I I I I II ,� IC 28 Ilex Cornuta Chinese Holly 18 ht. min Canopy Grand Total 3,452 ow , � �I/ /,/ jam. //\ _..,-- / <, \�-----_.-_--- - I ( ` LANDSCAPE CALCULATIONS /' \ 11 ` 4 \ .,J 1 I - - I k I INDUSTRIAL SITE AREA - 14.06 Ac (612,454 SF) :� / / '�.,i /, / r� I �, I \ i I i I (�( - TREE CANOPY REQUIRED: 612,454 0.10 = 61,245 SF illy! i I Do TREE CANOPY PROVIDED: / iuil EXISTING TREE CANOPY "A" = 221,120 SF (SEE DETAIL 10/C-306) ew Retaining Wall D „ » „ w/Guardrail EXISTING TREE CANOPY A CONSISTS OF 8 -12 CALIPER DECIDUOUS TREES AT iflii >i I I \ I / \�\ ` I I I Max Height -<_ I ! \ /I \f / _ gas - I ( l illii I ( i ,\I I \, \'� I i i j \ -\ / i _-I l I I (5'-15 SPACING AND 30 -40 HEIGHT. 2-STORY 3,Q00 SF/FL EXISTING CANOPY BONUS: 221,120 SF X 1.25 276,400 SF 6,000 SF aiiili 1 I I I I I I I I / FFE=394.0 EX 23 I I I li I PROPOSED CANOPY = 3,452 SF �� iili!i I-' � - 1 j Il 1 1 I I I I I � � I ( i I I I \ ►�� I /� TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK 'II!i,�\ �� illy �02 Existing Industrial Building , / ( h r-- \ s- _ _ _ PARKING LOT TREE REQUIREMENTS Si, X �_ _ _ \ _ Existing 1 1 I I I I 1,STORYI I I i I! \ I j \ I \ �� p 1 11 TREE PER 10 SPACES 'I!!� I ! �` . �\ i 1 1 I I 5, oo sF I A s h a l t I 1 I �. __- __./ I I I 95 SPACES PROVIDED i!i3I FFE7393.5p I I I I I I I \<\ WM I \ __ - _-- Parking ! I i TREES REQUIRED = 95 / 10 = 9.5 ,i!i) I I \ I\ I 1 1 I I I I \ ,ulli I! � I 1 1 i I I I I I I I � ��\ \ \ I � / I• I I i TREES PROVIDED = 10 OK `----LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: iii. \ I �` \ I �.' �•,;11 I I I I \�� F �o �a \ \ \ 'S°' I I� - -- � J - �-_� PROPOSED PARKING AREA: 61,255 SF 6' I 1 \ ��\�, �� \ II F I I A REQUIRED: 61 255 * 0.5 = 3063 SF o- I New Retaining Wall / I: � 5� PLANTING ARE EQU , !ii!I li 1 "WMI \ \ \ \ I II F` w/Handrail �. � I PLANTING AREA PROVIDED: 404_ \ Max Height=8.5' ll� II--� 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK ii;; iI il'il STREET TREES. I V\ AR iI -- - \� / i �I TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO 1 f I iii! I I I I , 1 1 1 ( PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW +•'!� I I 1 \ �1 I' 11 I ° .t - ") a a- a a ,:° \..; n d a \.\�\ °q� a ..+ u 1 WM Ij � \ � � I I STREET TREES WHERE POSSIBLE. 211 \ \ \ ( I f EX CONC >� ` Planting g RETAINING WALL ---- �\ Area H \ \--/��\- r [RETAINING 03.1 r \ \ \ \`\/ I \ LEGEND II \I I I ! I ~ I 747 SF \ \ \ / ` 1 PRESERVED SLOPES PER GIS 1 \ I I \ I a MANA ED SLOPES PER GIS PG PAGE ;!!• I I } \ \ DB DEED BOOK FH FIRE HYDRANT �Q 400 I WV WATER VALVE !\ 2`� I EXISTING TREES TO BE REMOVED FFE FINISHED FLOOR ELEVATION 1 / \. + I - EX 22 • I I � + WM WATER METER iiiij I } I \ r I I I \ I I� \ \ \ 2-STOREY \\ \T / -- -T -' 11 232 SF/FL 1 I VARIABLE WIDTH FOREST AND '\ UFE UPPER FINISHED FLOOR ELEVATION 22,460 SF 1_� , / / _ ( OPEN SPACE EASEMENT BSL BUILDING SETBACK LINE GFE=388,00 �� \ PSL PARKING SETBACK LINE 1=398.00 I / \ PP POWER POLE FFE \ \ i \ SCC STORMWATER CONVEYANCE CHANNEL iu• I � v � � \ WP WALL PACK --- ULD--- ULTIMATE LIMITS OF DISTURBANCE m \ \ --- ---- PROTECTION FENCING I \ - - _ __ v TP TREE PROTE ` Retaining Wall C 1 14 Planting \, L-_ \ /w Handrail ,/ t \ \ ( Area G \ \ \ P - �O w --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT i/ \ ° - _7 Q \ \ \ ° 200 SF \ / \ n.. 4Q0 ` - - - - - - O !� \ FH FIRE HYDRANT Max Height=15 ♦ �d \ - \ / - - - - - - - WM WATER - lllli� ;IPlanting \ ��7 \ \ \ \� \ - / / \ -�� - - - _ - - - - ! J \ GV GATE VALVE METER Area I 557 SFi E- t, all \ \ \ \ �\ ~\ �\ �/ r-------- �1� -60 LLJ( \\ I L. Q -50; ' o-- 20- 4G' -&G --- !ii!'II l � (\,.I I I I I I • � .��' `s'= \ \ \ \ ` \ �� \ � � �°J ��j � --� � o o / SCALE: 'fi"-20' - lit; ii I!I} Q 1 I `~ I I I } a a' t q I ° a \• ' \ „ \ \ \ �. .../ /... .. ^/ O� \ / / / / ' / J90 I \ - - v) X. , q. °' °• 4 d .l . - ° . l °•. a 39D a r \ I \ r l IH� �o a 0 ~ > I W W Z Ida>MQ `.J Owl �HZ woo w DillG w/Handrail & 1.5 Gutter a .' - - - - -`- - -`- - _ -\ \ r 210.82' / OF D AlN a Area F 465 SF I \ \ \ `T \'T� / Gi } 1 � . ` \ � � \ • _\ � -� - --•- --- __ :� , i ' F� --- - __._ - / New RetainingWall �- --_- !I } ( I O \ \ o 13 x15' PATIO LEV=385.5 <Max Hei ht=7 -- } } \ � \ � \ _. _ - fir-- - ., ' • a - � / �� I '\ - \ \ \ _ Z if 1-STORY MINIUM/'MILLS � lope greater than � 3:0 6,110, SIT IL€N ON UNIT 2 S 15 HD (1-3755 \ 1.3 560F/F\o See Landscape Note 8 FFE=387.0\ 8„ ROflFDDP- SF)(27;'0 j- -UFE=39.2:/FFE=372.00 ` -�-- --- -- -,S/-- _-- (orr�T ,I_ \ \ \ll \ \,� .T �-- ,��J-�- - - ;liil I I h \ \ \ \ \ \ \ \ \ \'° 378 -R-00F DRAIN -- New - �� \ \ \ / / W_ a° d - \ \�/ _ - �- - _ _ _ _ - JJ \ 12" ROOF DRAIN / / / / / / / / Retaining Wall M I\ New Retaining 'Wall 4 /�`'`� - - - T p / w uardrail �- �' I�GRE SE TRA`R , / � � � ' /g I. w/Guardrail- \ Q \ - �; � ., "" � .r` � � �1 � / -� � � \ \ \ \ \ \ j U _ \ , .� Max Hecht=3.5 \ \ \ +0 I \ - \ \ \ \ \-r -\-t '� / r- �- T : �,.-� Max Height-8.0 <fI , _ ..I i " \ \ \ \ T,.T ` -\ T '�< T'� T `-r T'. Titer \'�' -r1 T \-T \.' \ \ C ., \J' �/ l `` \� \ � -•--='•/-��` a a / > ° / Loading 3. 7. 3 \ \ ` \ \ \ \ O °. 'a. !' • - �.. /°• a / / : / 2 STORY _ - `` 21 - \ i �_= �•� _ __ W \A a ' / , 371.9\�T,7\50 SFjFL / 17 O �s, PVC , o / / - \� \ \� \ �� (3,50Q SF� \ 38 \ ° \ y / New CG 6 Channel- FF =371:5Q 0 ,q ' . . l`E�3 0.00 '_ ' \ 7 \ - - �' 0 �l �� \ 2-STORY \ 380 0 0 H a 0 2,125 SF/FL / -/ 8 / / / / - - -- - -1 Y cL �% \ \ 4 • o/ BELL-E � \ \ \ 15 HDPE, / MQ \l \ �`� lii!i A �� \ \�,I \ \ �\ _ , . / 'r \ \�` \ \(4 250 SF) !j!i �� 1 , \ \ \ \ \ \ a • q. ° a Ayt' \ \ \ -,FFE=373.60 \ A ( w 4. � \ UF�-3_88AG, \ \ 1 O 2-STORY E-+ `� a ° • / ' a • \ \ J ~- ,',- � a � g ``` ¢ '' \ ` \ \ � �\ E-+ F' / Weir Walls \ - -r \ a �. _ (5,2802,640 SF) SF/FL W a O S \ \ \ New Retaining Wall B i / / / _ ) \ - c N (Refer to 8 C 306 / °-. ;_ �; \ _ FFE=377.20 w \/ \ �( -._ . i Planting � w w/Handrail \ \ \ / / / , . • ' \� _ \ \ :.\ ° `� a l °_ - UFE=387.20 0 �. \ \ / / Area D ) - iii!! I c� \ \ Max Height=11' \\� \ \ \ / / / / / / a a� /! 18~ 8 _ 15 , SF \ \ I \ e 2-STOR 3 C �G a. SHEET NO.4j�16 SF/ 4. d 0/0 SF/FL FFE=348.0 -206 A \' \. 'r REFER TO SHEET C- 207 SHEET 10 of 25 I __L _ _ 1__.._ __ n 1- IL- ___ _ __ __ I 1 I I � i I �tu TMP 77-4OC2 I �------------------------------------ - �� ! ----------"--- End of ACSA public 59°c KRA NER "*# -7 I DB 3155-18 ' , , _ Z-- r Refer t0 Sheets ONE: LI I USE: DRY = - CLEANERS ` 131t0AD,UT9U0f B/x (60 qg°17' 44 w - - _ - "_ C — 2 0 0 � - - C— 204 STO 00 �a , 206OJ CHARLOTTES V ILLE TMP 56-87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON I WB 2013-163 VOS i /' � o I 'MINIMUM Sl 1 MINIMUM _----'------------- s� 57°03'54" E -_ 17o---- 1IOOR2S�R£6 may-------------------------- / TMP 77-40 MARTUC LLC �� 0 391540 8ti�y7-- > D.B. 3847, Pg. 332 _ i `-___,� ------------------ / (/ ZONE: LI l USE: DIST. WAREHOUSE / I` _ _ MCI-NH-04 J w. m-31oeo I my a,t I o � I / / i `S 39 ° i I / I J �_._S-57°03'54" E N 57°03'54" W Q o 16,.00' / 5 DB DEED BOOK \ PG PAGE FH FIRE HYDRANT WV WATER VALVE 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 WALL PACK --- ULD--- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS + T + T -� EXISTING TREES TO BE REMOVED S VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 1 PARCEL OVERVIEW C-10 SCALE: 1" = 50' TMP 77-21 RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 ZONE: LI USE: DVACANT CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH CI 58.94' 408.40' 8'16'07" S 21°39'54" W 58.89' C2 123.70' 408.40' 17°21'14" S 09°28'05" W 123.22' M 441.05' 365.25' 69'11'08" N 34045'24" W 414.73' 0E___ " W/ 4 6.6'1' / �o 0 SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT Existing Industrial building I TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE. VACANT I TMP 77-40A RIVANNA WATER & SEWER AUTHORITY DB 565-288 DB 331-554, PLAT ZONE: LI USE: VACANT I i I I SHEET INDEX FOR SDP202000029 LETTER OF REVISION I LETTER OF REVISION I FOR �G'"4 A�" SDP 202000029 MAJOR SITE PLAN AMENDMENT FOR : WOOLEN MILLS LIGHT tNDUSTIRIAL PAIRK A TAX MAP 77, PARCEL 40B �ti010w0 e10 SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA z 0 0 Purpose of This Amendment o CO x 1. The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. Co o V The Intersection of Ford Road and Moores Creek Lane has not been revised. 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. New easements a H a were recorded in DB PG z Q 3. The only plans from SDP201600075 that are not amended by this amendment are SP8 and SP18. These sheets are shown onz x C-401 and C-402 for reference purposes only. Q x w � Q SITE DATA SITE PLAN NUMBER: SDP201600076, SDP201800065 ZMA NUMBER: ZMA201800017 WPO PLAN NUMBER: WP0201600072 o C\2o LEGAL REFERENCE: TM 77, PARCEL 40B H �C�o 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, �j o � V) Q w 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, � pq Co DB 5177-1 �-i W U aCo z a�coQ OWNER/ APPLICANT: ELEMENTAL ECOTECH, INC. _tco iz 809 BOLLING AVE, UNIT C rx CHARLOTTESVILLE, VA 22902 a w N w MAGISTERIAL DISTRICT: SCOTTSVILLE a x z ZONING DISTRICT: LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) W PROPOSED USE: USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE. z PARCEL AREA: 14.06 ACRES (_� z PARCEL ADDRESS: NOT ASSIGNED W 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. E- 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.B.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 O OTHER VIABLE OPTION TO ROUTE THE RUN-OFF TO MOORES CREEK, WHICH IS WHERE THE RUN-OFF CURRENTLY FLOWS. a B. STORMWATER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET ix 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 Q 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 ........ 77 Ems TpiE3 re + iT-ie rc+ o_ DENK)r rfE r nr A i.r C-200 ........ SITE PLAN C-201........ SITE PLAN SHEET INDEX FOR SDP201800065 C-202 ........ GRADING PLAN C-203 ........ GRADING PLAN C-100 ......... EO-VERB P (AMENDED) C-204 ........ UTILITY PLAN C-101 ........ (AMENDED) C-205 UTILITY PLAN C-200 ........ SITEPL2V, (AMENDED) ........ C-201 ........ GRADING PL (AMENDED) C-206 ........ LANDSCAPE PLAN C-202 ........ aJ TY PEM (AMENDED) C-207 ........ LANDSCAPE PLAN C-203 ........ L-AN (AMENDED) C-3 0 0 ........ C-3 00 ........ (AMENDED) C-3 01 ........ S C-301........ ru' L�-r T r (AMENDED) C-3 02 tffftfTY PROFftES C-3 02 (AMENDED) ........ C-400 ........ EASEMENT PLAT (AMENDED) C-303 ........ r C-401 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN C-304 OUTINGS C-402 ......... APPROVED SITE DISTANCE PROFILE ........ C-305 , , C-403 ......... LIGHTING PLAN C-306 ........ SITE BET A rr S C-400........ Erg - 0 ,. , EA E44Tnr AT rE-�'ar�rr�r- C-402 ........ C A SCNTENT nT A T C-403 ........ C-404 ........ A :1P E)A B SfT- 3fST A ,. rnn P „F E C-405 ........ EIG11TRiG PLANK mflON n0 C-406 ........ :OnPnOVED Af'Pfen PA1rFOi ZNf 2O f 80 Land Use Table Description Pre -Development % Post -Development % Buildings 0 0.0% 73,084 11.9% Paved 18,300 3.0% 130,781 21.4% Pervious 594,228 97.0% 408,663 66.7% Total 612,528 1 100.0% 1 612,528 100.0% SHEET INDEX FOR SDP201600076 SP 1 ......... (AMENDED) SP2 ........ 140TES & DETMLS (AMENDED) SP3 ........ £XIS-TI? G (AMENDED) SP4 ........ ' A YE)TJT nr A 7 (AMENDED) SP5 ........ GRADING P (AMENDED) SP6 ....... LANDSCAPE PLAN (AMENDED) SP7 ........ LIGHTING PT (AMENDED) SP8 ........ SIGHT DISTANCE PROFILES SP9 ........ R07kD PROFF. (AMENDED) SP 10 ....... (AMENDED) SP11 ...... SMff— r c+nrr7LA „r,,.Ff6ES (AMENDED) SP 12 ....... STORM' vy ER PfNBF H_r� 0 _ ,• A r T r -A_TI6I�f�s (AMENDED) SP13 ...... STORM SEWER PR0_FI (AMENDED) SP 14 ..... DETAILS (AMENDED) SP15 .... $ETAS (AMENDED) SP 16 ..... ACSADETAI (AMENDED) SP 17 .... (AMENDED) SP18 ..... MAINTENANCE OF TRAFFIC PLAN CQ6 -r—rVS y SITE S� 2 VICINITY MAP c-10 SCALE: 1 "= 2000' 0 z O O U� W/•�.� � U) f-i �4 �D W 4-1 O � O 0 I� U H E--- a W E� w � SHEET NO. C�100 SHEET I of 25 I _1. _. i_ . I1 _ _ -- -_-11 -- - ' yf, 0 J I -�T" \ j I \� V \ /� \ J -, \ "-___ Endofof ACSA public sewer Total ~` \ \ �I ~ `� i Floor Area Warehouse Employee Employee Customer Customer�G�N \�� < 1 _ Iwo \, I \ �� \ ; \ Total Floor Open to Floor Area No. of Employees Parking Parking Parking Parking �\ Elf N �� l \ !-'_ Building Area SF Public SF SF on Largest Shift Required Provided Required Provided ::2 Ln 0 1 14902 1000 13902 10 10 10 2 2 o Q C \� , - _ _ _ 2 9032 1000 8032 5 5 5 2 2 z z \! \\, _----------1_ 3 8140 1000 7140 5 5 5 2 2 "� 0_ J TREET �� 4 7748 1000 6748 5 5 5 2 2 ��0 OADWAY 1116 oEx \ Zi �Y R E yV I `� �� 5 7450 1000 6450 5 5 5 2 2 /NW 0 0 P 4 H ROUE R� ) >> �� 6 6110 500 5610 5 5 5 1 1 / 4*0 1 (60' P 7 41925 1000 40925 15 15 15 2 2 � - ,� r 8 3500 500 3000 3 3 3 1 1 0 i yIT 1 9 4250 500 3750 3 3 3 1 1 z i _ _ 10 5280 500 4780 3 3 3 1 1 � a 11 2816 500 2316 3 3 3 1 1 CDH 1 12 22460 1000 21460 8 8 8 2 2 w i --j 13 5800 500 5300 3 3 3 1 1 Z 01, `� J C ; \I \\� <1 <I-_-_.�_ I - 1 1 14 6000 500 5500 3 3 3 1 1 M rn w w Totals 145413 10500 134913 76 76 76 21 21 W Total Parking Spaces Required = 97 Loading Spaces Required Q i Total Parking Spaces Provided = 97 1 space forfirst 10,00 SF of Industrial Floor Area t i E ET T a F 1, \, \'Ij - �, \, 1 Y STR SEMEN _ \ O \ \l 1 _-------1 1 space for each additional 20,000SF of Industrial Floor Area. ,- WA E' A o r-''r `'' !-I /I J I 1 1+(134,913-10,000)/20,000=8' ROAD CESS _- "` }. I \ �.. • `---`- , ---'" B AC ,326 ,-' `' � 1 �, `\ `� � �'lc� New Retaining Wall E 9 LIC 5 31 - �' \ \ I i-_________i Loading Spaces Provided = 8 S UB DB 67 ,r�.. O \ d_r. `� w/Handrail P �c \ , l 6°a \ " Max Height=22'� �.I �� I EX MH-3 LEGEND -� Q /Y r- -\) DB DEED BOOK 0 t 'Outlet S a \ \ ` `� \ / I PG PAGE � N N � o ` ~ r to PO C-612) ` �I A �J I / \ \� I I I FH FIRE HYDRANT I I i WV WATER VALVE w < 1 \ a \� WM WATER METER '� (� /! FFE FINISHED FLOOR ELEVATION W a w z <1 \I ^ \ I I j \J `�' I UFE UPPER FINISHED FLOOR ELEVATION < BSL BUILDING SETBACK LINE w co Q PSL PARKING SETBACK LINE x W I I < PP POWER POLE r=� E' w Imo- I SCC STORMWATER CONVEYANCE CHANNEL \ � Woo �i f l ' ( i WP WALL PACK �I t, P4 V a \ § I Alt �. I ~ \\ ) , \ 14.01 1 I ULD ULTIMATE LIMITS OF DISTURBANCE / \ 05 �/' i - x --- --- W \ / I --- -- TREE PROTECTION FENCING FHOD FLOOD HAZARD OVERLAY DISTRICTCJ W < <� ! I -i � PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS I � EXISTING TREES TO BE REMOVED New Retaining Wall D N\ \ t 15 ; I _ I x cn I \ �/w Guardrail \ - __ I I t _�- J M�x Height-5 ` / VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT - _ _ O '�, -'' _._.•\_-----'-- YBBT B-- � ;� V------'-"' YBBT...��"�'^"�'YBBT.�'� YBTYBBTY667YBBT SITE PLAN NOTES: mm�"`� .I �"�% 2-STORY _ I I � D ----- � . �_ 60.0' i ------ � � - I � 3,000 SF/FL - - - 12 x35 I \ 1 1. REFER TO SHEETS C-400 THROUGH C-403 FOR EASEMENT PLAT. of Loading2 6,000 SF z Space �\ o� o FFE=394.0 EX)2) I I 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING -(Detail-7/C _30 Q; 6 ; I ; A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER \� 67.0' ! i THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. 35.0' D - , oo d 6 Cgnc-ewalk 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. A' i i 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE D \`~ 13 18.5 ylc,� ' 2 G-12 Existing Industrial Building MARSHAL OFFICE FOR LOCATIONS. o� �� C Existing I 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE /\ o� ! 1-STORY ` 8 Spaces 9'x18' ; Asphalt i FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHALL BE ISSUED FF,800 SF 'n - _ _ - _ = Parking I UNTIL ISO NFF IS CONFIRMED. o �\i 1 WMe I 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. o ~ � 13.4 - 1 I In 701 LO \ ( I I O `\ \\ „ - �R New Retaining Wall F , I � I Ste• � m \ / 58.0 1 WM s, w/Handrail ! it I ( 1 o a CG-12 Max Height=8.5' II 00 0 oo Spa es,9 x1 I I I FH o CG- 2 > ARV II I I 6' 'on Sigwalk:\Ad'. .. 1„WM 0 4 \ 01 145.0' ` 5' ADA Ramp AII x C NC `�� \ _ a ; w Handrail 5R / EX 0 � \ `_ � d •,� m c� �� 'RETAINING WALL------- -+c' X TW=403.1 1 20' 0 20' 40' 60' 24, \ \\ �= - _ - - _ - _ - SCALE: 1"=20' \ \ I\ I I d T8 2-STORY \\� °Q\\ it --�- - -- _ - -- EX I l n I� \ .,ter S S, 11,232 SF/FL \ \ \ I I % 22,460 SF \ - \\� \ L - f GFE=388.00 \ �, s \\ 1 i \ o FFE-398.00 \ fi n \ I N o N \O N \ 7 'NI m L 0 � -_'EDumpster az - Existing x i s t i n g In( ew toining Wall C 14 (3/C-306) w/Handrail -a �w building \- Max Height=15' Q '' •\ U) 145.0' d� r' i I vt CG-12 - - -- W ! i �\ YBBT N ® 8'x18' y00 . Guar rail (3/C-306) Q 14.0 12' x 3 5' I . \4 s� 8' 8- 3 S p a c s o Qc�13 I Loading Space I . (Detail 7/C-306) - J 11 00 - \ ` \� m------------ CG-12�s- 12 18 Spac s @ 9'x18 55.0 .d .••A A d. 1 D.\• ' i ''� dA d /I 4• , \I, {. \I 4 A d ® `�`_o �. •210.82' <-1 -'��,I . • \ 1"WM�t� I � � o f ` `New Retaining Wall G w �\ < c, 13'x15' PATIO 6.3' Conc Side�gk t `j �1 \ \� .' �� \FI�'` -`\ � � \� •' \ w/Handrail & 1.5' Gutter Q ELEV=385.5 w/Handrail \ \, \� I\. D ' - �1 t z "' I' f \i \� d \ \! ��\J �•.,. __ �T -\ - \ \ Max Height=7 O ~I I ~-----___ 1-STORY I►� �2 x35 _�- m o .� , OOLEN MILLS,gONDOMINIUM\� J,TqA _6,110 SIF I�UNIT 2 �I ILoading ale I \J \ ��li o G1=375.5 560 F FC1 \ ; r �. I D t 1 7/C- 30 ) 1 ` c� < \ z = d I /� --- - --- OR \, FFE-387.000 �27�1�Q SF) \ - \� \� A 2 �� \ `\ \� J \ z m 10 I FE=392-00 �' P 4 "o o -� a; t -`J \ W 4• FFE=372.00 - ` -:6o - �_ " ` 1 `� < o �o New Retaining Wall M ff. New Retaining Wall N 50,0 BB„ ,: N ADA RAMP l 1 W \ \\ rT W/HANDRAIL w uardrail- I\ S d ` /9 w/Guardrail D o - Z Max Height-3.5 Max Height=8.0 0 t= -\- r-- \ o r ,'•"\T rf T`.-`e-t T\-r \-- T\T '<-'^ T\T T.' T. T \'r Y"" \ \-'r t\C TT T Tl ^" `. T o� Loading I- ~ < q d. 4 5',:Conc.. 5idewaNk ° . d. d , 112' ~~'' 2-STORY 35.01 /a oe� 9 R 21 Dock \ 160 R I x35 Loa - \,750 SF/FL%k'd> 0- \ CC-2 371.9 p din S I (� 7 i efail pace \ 1,5 0 SF L69.0' �O I _ ru 7\ I \ \ (, (� ) o A New CG-6 Channel H H \\ z Year O �`s!r' CG- 0 C �ks_Ur�aer3 30g� I /I 25.-q' �~ FFE=371:i5� o o n i A - - _LonC]14/ .tll \ UFE 390.00 _ A 6 -+YBBT `\� 2 STORY / , [ a m -- ----- -- �"""'�ys 2,125 SF/FL �'�� W C_ LLE NI0 (VT \ �15 0 \� . (4,250 SF) 35.0' A. ' ��. 88.0' I--1 O d A P d 4 12 L, !\ FFE-373.60��\ Q ',A 45R A '. ' . d 4 ;. , ,. � 1 A ! 'UF=388.00 2-STORY �-+ 14.0' 18.4' �' A 2p�, 4' S ;.C� -� 0 1 2,640 SF/FL 0 0 Qj \ \ I W 11 B FO�Qi� 1. • . Weir Walls 2 \\ \ ewSl 4 70.0' N 5 280 SF)C� \ New Retaining a 9 .0 d: 83. \ Ik .o ~� drail \ 14_0 �f 14 (Refer to 8/C-306) 6 ; •' •5, C / \` � \ \' I' 4 20 FFE_377.20 rn w ,�, a \ w/Han _ \\ \ UFE=387.20 a W eT _ _ ` Max Height=ll '\ w i a d / E- _ ~ 2-STORY i 1 i `� D �; Q `�, 18 d••' E \ I r 1 D A U. I Q� I `'�/'" 1�' l'd' :� V \ �V -` '` .D E-I Conc . 3ic#�w Ik A.: I. w \ 4,516 SF/FL 1 o° 1 :0 I u o I 2-STORY ~' '`? - '- . ' N 1 0 1 I. o `� ,, �� \ w \ A. I � 9 032 SF _ �_ N <. � i 4, � . A � N m • • • � d • ' o w FFE=348.0 i i 5A v i n Q� 27.6' 070 SF/FL i j l �, \ \ \ CG-2 CG-12-...... o I _1Z x I I -'� I 8140 SF : !' \ _.. , , .�` 1 WM ix x \ ~ o UFE=371.5 ``' 1 ° o �~ FFE=350.5 �� ' �'l ~ lI \J �+ _ 00 a, �\\ I n cn v,1 L co I N.� I o 4 -�`\ 0 ~ <t �\ \_ J 7 S aces SHEET N0. ii o 6 c Q t ,I o II UFE=371.5 ~� . \ Ln �G 10 1 x18 rm �. Q 1 G' f o o v , ._1 °� 1 U I a I 2-STORY- C-200 REFER TO SHEET C- 201 SHEET 4 of 25 - - - --- -1 1-- I. - - Ili -- _ - --- tl-- - - _ -00 - J - _ Qf - c _,.._- y°s � � dwyRd-1-4 ( w � • Oar \ - --- rO G- O < -� �_ i �� \�1`i P Bnd°of ACSA public\sewer _ o �-af 9as /< ;'r�v"s�'au'a \ \ \ l� ¢ Q \ t. as AV 90 gas FT AY VO SIRE ` _ _ _ - - - - - I EX AL BR g,QUTELIC g�w) _ _ _ --u�=':-- "__uT I ��_--i"" - i / - - \ 20' 0 20' 40' 60' cc (60 / \ a, \ \ \ I - / // _uvT=��- / - = "" �-- rI \\ \ �1 / ri/� / SCALE: 1"=20' X _ �'I IV `"`i / \- •-� "' 7 - .' v�:'0 LEGEND �9°s \ ~ \ O I I I /�r DB DEED BOOK PG PAGE FH FIRE HYDRANT rf I VALVE _--, `r_,. _ , \ _ .-- / / / ,-- - --• -,._ W V WATER VALVE - �e°3 - ` , - - / / i ~ \ - 1 \ I� WM WATER METER c•.'(._-- � r / ', \ ,,, _ _ /,Z� ,� / -� \I / �'( \� __...--_.__�` '-_____'--__-•--�- \ \ \� 1 \� � I I I \ (I FFE FINISHED FLOOR ELEVATION /j 70 ` \ \ \ \ i_.--�° 0 I I UFE UPPER FINISHED FLOOR ELEVATION CS a + _ i . ; y d / / / /� / / i) / ' / % 1 / i i -- _f �/- --- -` - 9 �O \ \ i i I I \ II B SL BUILDING SETBACK LINE °s \ / / �� / /� \ I I I �+ PSL PARKING SETBACK LINE PP POWER POLE �� -''" .,;,;� I TR EN ,•� � r , � ,/ ..• . / 4\�/ - � --" -- _._ \ \ \ I _______-I I , \ SCC STORNIWATER CONVEYANCE CHANNEL D - DW Ay S E AS E M ' , , , _ D / / / , / �/\�� °g \ \il i / / / I I II WP WALL PACK DD � � I RiyoA �r("Ess nC i (� /� /�! / /li rr�IVP.W RPtalnlna W, Il E / �l i �/ y°3 ---�� \! `.\I \ I. - -` I I I \__ rrr n rrrmrn,rnm� r rnrrmc nc nromrrnnnrTnc FH FIRE HYDRANT i</ / �� /' h� / / / I / I - --� I \ WM WATER METER << / "-Outlet S _� \ / i.l / / 1 / / ! _ / / / / / / / i I I GV GATE VALVE to WP0 C 612) 376 _ J PRESERVED SLOPES PER GIS / � / � ,- /t �� l � / l � I �, , I / I \ MANAGED SLOPES PER GIS � /✓'. / �� ,� I /3 �' \ / / �.. >'�/ I / / ; \ / / / 4 I 1 ` I I { \ r + EXISTING TREES TO BE REMOVED 1 VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT Z t /I ` I - ✓�.`/ �TP I// �/ //) / /\' // IOS �j//' \�J �!// / .--i -BW91 �0 _ / / � / � 38 I I , 'I \ / � I ! � I � GRADING PLAN NOTES: >< I <l \I I 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW v I /� I, I \.,\ / \ // / •/ -r /� 14 + I I I TO STORM INLETS. I I �. li r� \ ! ( New Retainin Wall D �- O I I r ( I� ( , g 115 - - 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE L-� ``� - ( w/Guardrail / �' 0, / / 9�s - - _ - I + I l� j SCREENED FROM PUBLIC VIEW. Max Height=5 u ' I \, ��\ / 9°5 ; I II ; I i 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES of I I \`_I� I_ \� j I I I --- ! 3 / I I I i I I LESS THAN 2%. I �` 8A 2-STORY , I I I I I a \\ I I J I!!I III { IIII � 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED 3 QOO�F/FL FEBRUARY 26 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' TW90T 96,00ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY88. I 0 SFBWW_ B88 0 Wq9 5 EX 2 APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA.g 5 Pm TW03.5 i+ BW95.0 w �-� �.i II ll i Existing Industrial Building P93.4 141STOR� 93.5 Existing CD5, 00 SFI Asphalt � FFE7393.5p I Parking� WMe Bfl0.5 II I I I [� �\ \ P93.1 P93.3 I �P8�N\ I -- -- -- - -_ _= I L 71 / I \ `'n(TW9 i3.5 I I I I I I I \ \Io\r i I I \ �I B W8 1 .0 I I I I I I \ ,°j \\ �' P 91.8 P92. o ( New Retaining Wall F I I I I I _L'' w/Handrail Max Height=8.5 0 ems+' \ FH `t P92.1 I I TC90.4 P92. � % / I d , ,..;.:. Po2.2 89.6 , 4° A\ „ TW01.8 I �.; 1 WM TC95.8 BW95.8 I ,� '�'� r ' I �\ I ! II P89.\6 aQ 1 \ \ \ \ II \ \ �. f TC03.1 ' EX CONC + \ \ 4 9.i � \ \ \ \ �\ � RETAINING WALL ', m I I \ \ \ \ I I C 4 3.2 I I \ 0d, \ \\ \ \ \ �` \ I f ==- - _ -- TW89.5i I \ � \\ 1 \ i 4 94.0 / i 400 BW89.5` I \ a 1I �I i I , I \.� I ( { j I I \ \ \ \ 2-STORK EX 22 I \ I \ 87. 1 7.4 \ \ \ \ 11,232 SF/FL 22,460 SF \ �I ��+ ITW89.� GFE=388.00 \ Q I ( IFFE , \ I W\ t 1 \W \ \ \ \ \ \\ \ \ ` �\\I,-, \ \ =398.0_0 T000. 000.\0 TW00.6 wBW97.5 P8\7BW94.6 \ I I lI�\ \ CF ew etaining all C 14\87.2 - _1 v \ Existing Ind, Lij 40w/Handrail 0-- buildingMax Height_15 ----------_ _ y \ -Al,-TA .8' 1 \\ \ \\ \\ �\�\ --/// \ \ - - - - --- i J \ I a- I I �\ \ \ \ I \ W' 0' 0 I \ \ O z \ TW98.5 I z \ I I I \ \ I `y I 51 P85I 3 I TC P85.\ \ \ `------ 1W94.5 TW$4.\\X \ \ I I LLJ B W79.0 , \ - O --- -- _. I F I I I I TWS j I 1 s\ \ \ �o / I \\ C\2 o C\2 o z O Cl) � E- Q U co z Q Q Q Q � z �z � � ^fa-, o C\2O CAI o U f� o `,�-, z I� (Y >�Q oz O w 1 \ \ _ TI P92.3 - - _ ` TW�y6.0 \ - - - -- /Pv9 1.� II \ ------------------- \ \ 15„ HOPE I TC/ 84.0\ �\ \ \ �� \ \ �\ / / - TC 93 9 TW94.0 1 z / � I � ( I I I �33.01 � � 1 0 \ • Q . -- - \�� P` 2:0� - -~-.. 9"T TC9-3.5, - BW92.8 N \ _ .� \\ � \ I I -P7 �.� _ C / ,-0\ BW90.0\ TC85. \ a�' ~` T_W94.0- 5' A \- 1-`j . -- A A "_ J d (�_� - d - d. p `�� \ •\ - \_ \ •f -- w SW�8W92.0 S Y Y 8 . 0 I <� T -'� �Rhh! •T �\ 1.`WN2100 ,SW920 92.0 S �vJ e�wC Retaining Wall G4 4SW2.0 <13 x15' PATIO \ \ \ \ \ I ELEV-385.5 \ J / ,l 4� . \ �`w Handrail & 1.5' Gutter 92.0 \ \ - ` / / /`' l� / / / - '�i9-2.-0 �A �/! T' g " ��- BW990.Q - / \ c� `` I`VMax Height 7 `� 390 < 1�STORY� \ \\ T�889250UNIT 2 0 N 0.8 TS�1. C LEMILSN1OMUI, \`TB W827_-.56,11FSF -G1-3755 TC90 560-�F/FL\1 FTW88.7 T 86.\ - - - - - - - � - \ \ \ 8 ROOF DPAIPd- 1 - / ( �Q r ---TWaB%- - - _ BW88.7 r- - �1 'yW86.5 O � \ A-' �0 \ -- / / F : 3a2:00 \ Tc9 .5 _ - - -- \,I _ \ / /-j< \ `BW85:.`� _--- - , \T - 4. ; \ \ / FFE=372.00/TW 8 �� ! \ - - -// \`� =v LLI _ T- �-- \ I / / R OF DRAIN/ BW73.0 \ \ - ' II \\ o \ \ \ \ \ 8 " INN---- _ / // / v�72.o0�� ° / - \ '� o.o - ,.l^- --� _- -- I \ \ \ \ \ \ \ \ % 12 ROOF DRAIN New Retaining Wall M II New Retaining"Wall N 0 G89.0 ♦ „ 4 - - - - - / �� - - - -�"� `V- �� - \ a\ \ I SW72. _ / .w/guardrail- w/Guardrail \ @ \ \� - - '� • -/f l - -� \� < R77.0 \ 72.0 / / - 72.0 / SW72.00 72, / / /�a ! �-�T, T, T MaT-Heeight 3.5 Max Height=8.0' \Loading \i ` � `\ B 73.0 \ \ �• TC 82�2�' 3� \ \ \ \ \ TC85.5 - - - Dock Y 3.7% 0 2 STORY P76.5\ \ \ \ P69.2 \ r t, 50 S� FL r d, - -, TC7 ,r6/� / / TC / 371.9 17 - _ - 1� 1-1 \ \ \ �: - _ New CG 6 Channel / (� U I ` 69. \ \ �3;50Q SF�` `. A / / \ 6 p 8. \ �\ \� FFF=371 5,1) TC P71.95 � / � / / � „ HpPE / .�9 - � � 4 � -o � / 15 TW70_5 T 7 `�I tt'. FE- 3 0.0(i''� _ \ \ 380 0 , \ I � ,. � ,--____ - � , 4 . \ \ (`8� � . 2 TC6g65 i W B�V6�. _ -' - - -_ ._ 7Q � I �} � � � � � ram! \ \ 2-STORY \ O O TC71.6 , / / 16 -� SELL, \ \ \ \ J\ ! 2,125 SF/FL \ \ 4 , TC79.8i x�� E --(4,250 SF) FFE=373.60 UFE-3_88:00-, \ p : ` 10 2-STORY 4 TC79.2 FOS a Weir Walls a. _.___E ` IC71 6\ J - 4 g' \ - E-{ E- OP \ \ 2 640 SF/FL \ \ \ \ \ New Retaining Wall B 1 TC,72. / / = C \ C\Iv - �. _ ` ` ` (5,28 77.20 TC79.2 w H ' \ \ \ / / .. (Refer to 8/C-306) / •-A�. � a <. 7 � \ �. \., w/Handrail �� \� P71.5 / T S �� <, d FFE W TWT3.0 \ \ \ \ / / / / / / ` . , °'; �• 20 O -4 UFE=387.20 TW80.5 w \ \ \ Ma` Height=ll \\\ \ / / / / P4H.5 / d �, ��. /! 18 \� �. \ �W68.0 \ \ -STORY a \ \ Y / P44.0 4 \ \I BW78.0� 4; 516 SF/FC / / - .'¢ ' r - �I \� P �7! ,0 Ali , .. • , ' A • . .. SHEET NO.T \-\ FFE=348.0. /(8,140,`) 1„WM71.5UFF`P7 .84,010 SF FL REFER TO SHEET C- 203 SHEET 6 of 25 — -__^ -__^_ ^- "_' ____ `IV A .22 <�t lT mom 905 71 80' O 80' 40' 60` LEGEND DB DEED BOOK PO B\0B IT8 FIRE HYDRANT `(60 WV WATER VALVE WM WATER METER UT FF8 FINISHED FLOOR ELEVATION UITB UPPER FINISHED FLOOR ELEVATION 88L BUILDING SETBACK LINE �_J < P8L PARKING SETBACK LINE PP POWERP0L£ 8CC SIOBMWAIERCONVEYANCE CHANNEL W9 W\LLPACK -'OLD -- ULTIMATE LIMITS OFDISTURBANCE -- TP-- TREE PROTECTION FENCING ' - --FBUD-- FLOOD HAZARD OVERLAY DISTRICT FH FIRE HYDRANT ' WM WAI8RMETER GV GATE VALVE ' 13R( --New Retaining WA IQ �E88}t\DEDQLOPBSPERO{S MANAGED SLOPES PER GlS ~ IXI8TINOIKE E8I0BBREMOVED VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT -376 UTILITY NOTES: -4OO FOR EASEMENT PLAT. 1. REFER TO SHEET C � 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL ENO AT THE GATE VALVE SERVING THE FIRE LINE. J. NO PERMANENT CONNECTION TO RYY5A WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, � TP CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE R�A GENERAL WATER AND SANITARY NOTES ON SHEET C-JO1� VY 38 2. CONTACT RVVSA ENGINEERING A MINIMUM OF J BUSINESS DAYS IN ADVANCE TO 5CHEUDULE A CORE OF A MANHOLE. | J� ALL CONNECTIONS TO RVV3A 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 RVV5A IN VYH|T|NG PRIOR TO CONSTRUCTION. RVV3A ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE ' MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RYYSA STAFF. GROUTING OF THE MANHOLE BENCH OR " INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RVYSA STAFF, FOR A SMOOTH TRANSITION FLOW. | / || 4. EXISTING RVYSA MANHOLES SHALL BE BACKF|LLEO TO ORIGINAL GRADE l | TO THE SATISFACTION OF RVVSA || . | 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPO OF SEWAGE ' FLOWS. \ 5. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN ° THE FIELD AND AT R��A'� SOLE DISCRETION. Industrial uU'|u'DO 7� ONE LANE OF k�OORES CREEK LANE SHALL REMAIN OPEN AT ALL Existing ' TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR 14STOR� Asphalt\ SHALL COORD|ANTE LANE CLOSURES WITH RW3A AT LEAST 5 DAYS IN \ ADVANCE OF THE WORK. ===~��~- O. YDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE ' EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR \ DAMAGE. 8" DI Water New Retaining Wall F Max Height=8.5' �=== ------ | U | . / K | . / U | | U ' | | ` U " | ` AR | / U ~- \ � \ EX CONIC V `` RETAINING WAi ___________`` _____________ || /TW=4OJ.1 -`--- \S2 \ J . =~�~ .. }/ ^. `. \ \ 22,460 SF '~ ' `\ \ Ld \ _______________-________-_ \ 402-_-____-__`= / \ \NLJ ) `` _ 15 ' \ -------------` L_ `` U .` TEE ^ `~ ~- ---- /� �m�4. ----`� . o z �) CD ~[�CD C\2CD � mm -~� +� mo �--� �~/ �-) ' � 'Uj 00 � > It > CQ CD � <1 New Retaining Wall G z < < �m Ld Dock /FL R Rct, 1371,5 ORY- FTTI 'll l- 2 125 SF/FL Is/ 0 PE FFE=377.20 C - 2 0 REFER �� 7-�� SHEET F-F-7- /� r) /� [ ��- �� | \ / ~l�� | ( �-- /\ /.\ SHEET 8 of 25 `m / _ --- 1 _L I 11 -- _-- -. I -_ ll. Pii Nil i I I i I i \ t `. ! I/ - - - J -T� �- -_` - _ =- � I �I �l -___ = =---- - ----------- LANDSCAPE PLAN LEGEND: I Ili I 1 /I I I I \ -- \ I �I I - �I - --�` - \ �- (� -'�- � 1-:T::�:3 - -- / - _ - �\� ) I --�l 7-1 - /I l- - = �j =5 -y°5 _- BroadwyRd-1-4 o •:Di �� I liN I '1 \ \�� I 1-11 \ I \ I ` I i1�m � f - - - - -- �i - - - ----- (D AS - ACER SACCHARUM U it / ,{l!IrIN,� I I \ I �\�_L % \ \ i _ _ - - - f=- -�� _�- !- _-- E� of ACSA public\sewer I .: I tii�i IIuhI l \ )\ \ - - - - -- ' \ \ % f \ < II - - - -- ! - �� \=,,.. ; ' 9°-- -__ _�_ ; I .!�! �I 1 \ - - - _ \ _ - _ - \ ; �y - -- - -�1 ` _ �, �� ,;..�� 9°S l ,_ - ' 1 \ \ \ \ (b QP - QUERCUS PALUSTRIS . I ,II, I I I _ - ' i /_ _ -- � - `� a <!� '''� = - E 1 ti \ I� Iilif �I I mil` \ '`J _--, _ 1 - _1' - `t'_ <-!-,---� s' g � � I I I � a:j��i I \ \ I / - - /'`r �� y��-%i'g-'' 1 r \ \ LT - LIRIODENDRON TULIPIFERA . .'1 \,✓ /li `\I ` L \ \ �� ., --- / gas --- I -_.--\ _ _ \ \ 0 - �/ !iq, II 1 \ \ \ - / \� - I _ _-- ----__ \ __ \i iljj, l�yl l \ \ \ \ �� I M yp5'�9 EET I _ ,- - _ ~ � _ - \ \ \\ ® IC - ILEX CORNUTA I I I / � -- s R 1 _ -_ -. ; 17i <Iuir-i III \ �- - ,_--'�- F I OADWAY 1115 \ --___- _ _ EX 7 �_ ."r-_.._--�-- �� -� -'' T I ul I I \ \ / - 9_ ' F\ + BR UTE ) -- - -. uT27 � \'\ ��- / o a: '\ �'' \11 \ \\ /�) / ;ds!! I %��0 R PUBLIC R � -- _ _ _ - , _' �-,--�-` =� 'I .� / LANDSCAPE NOTES: cc Ili' III ��- i� 5 (60 - UT 1 Ails\ / !i!Ijli I I \ / / , , - I � 0a ` , , - , , - IT�j-= �. �_-�T _� ��_ . \ , / r/ / I o p ,!!Ij I \ ,, \ \ �\ ry I / - „ �u.TT 7� �� - \ X \ / l / / 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS o it iIlj; I \ I / °5,i ��\ �,-- u --_, _ - _\I ,...� �j '�_ \ \.-uT /I y X TREES. z A' i -i1! I Y/- \ _ - �`- -� L \ 1 --' �� /j ' \� 1� \ -�. L / 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE p 11 t!-V j ! i� \ �i9°s��r I \ 1 , ��'- - `\ T,e / �'%Y -�)' d � �_.�� -� -, ~�/I ` " -- < t -, 1 / MUST BE SCREENED FROM PUBLIC VIEW, o - I, I\J I '' -- ' `"� �',� ,) - �,� �' �� `� \ •.\ I I I I/ 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS iii I� - _ /' - - `c %i ----- I i'-' - \ 1 _ ll �I �, \ I l --Ir PROPOSED GRADING WITH SLOPES GREATER THAN 3: 1 SHALL HAVE LOW MAINTENANCE / /jj ��I , \' :: ` -- - / / ,,�- e°� \ \ --- . / / /� /� ' / �` -.!r--r " - ' I / / ! �I --�.1�-- -- -fi - I \ /I \ \ \ i � I I i / II GROUND COVER (NOT GRASS). 11 \ / !ji; 1� 1.1 � 1 �- - - \ \ \ ,,- / �' / -< � -- J , \! _.1 - - - t \ I / I I I I 1 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. •'4 I ' +'� -__- - r'" -'` � 9 \ \ - - - , � 1 �'� - - I I I \ I 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING IIj i I / _-- \� - _ / / -� i / i� , c - -' \ / \ \ �, �i lilj! I - \ / -- - _ f- - 11- �/ \ /� -� '� --� \� �,�j ` i I II THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 11 jj•i I \ � : 1) '' \ / / / - / / -� I --� \i ' -'` '' . ---. s . \ -- d90 1 I I \ 1-I' L7- /�i ..-.-- wit a / - `3 70 - - '\ / i ` / `, \ II.; 1 -'" - ° / - / 'I 7 / ,- / _-- "` 1 1 I- 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION iN !jj!j \ <9 > _ / I \ / -< / / / / ", � - / / ;-�-- 9°� I / \ ----------I BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED I � Ni! ' _ - ��---,--�- - i -- �� . !� - 8o t / � I / . I `Cj ✓ / " �'� , / - � - - _ / `` ~II 1 i t) I I WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE �. D T \ , /, / 3 �� / �r / \ 9°5 \ 1 \ \ t , I I PLAN APPROVED LANDSCAPE PLAN. i� /!ii" - -. ' , , i T g E ENT \� _ - ~- / I ; O I / ' i . / J i / �r / I „ ii ;iji; .� --°ter S M d i / - _ \ I 7. EXISTING CANOPY AREA A CONSISTS OF 8 -12 CALIPER DECIDUOUS TREES AT 5 -15 ;..�, \ ° , -� -- ADWAY S EASE --_ - / I,, / �r /►/ \ -- -__gas � 1 'II \ i I I I II u, � _ 0 S - _ 4 ✓ g / °5 _-___ - °° , I SPACING AND 30 -40 HEIGHT. � , I --.. , j_ BR ACCE 6 \ , �''!i 1 �w Retaining Walt E / j y \ \i \ I I li- '�i,! r r~ '_ PUBLIC 675 32 ,-''� �� - 9� `-y �31 ! '�� - I / / / __ y _ \ I 1 / / I (P 9 ) I. >: - i 11 1 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS anicum ri idulum jl•; 1 9 ,�y'Sy / / /-.'.." O t 'I / I �w Handrail _ 9 L.,ii'L I 56 DBE ✓' / / ar 0 A � / -- ' Max Hei ht=22' - � / - - - ' \ ��I II- - i I II AND WILD HYDRANGEA(hydrangea arborescens PLANTED 6' ON CENTER. \ I ) 9/-� . All."', I \ °et / ..y" / '� / �/ N R 0 T / . / ' / / g -mil // 1 / 11=X M H 3 I I I I_ iii! ! °9� ' a �/ / / i� / / , / / 1: �,� �� / / II '� / I ) / ) I `--1 I rgi; G� u" � .' Outlet Structure ! i < / / / / I Total \ / I / I i I I +I- Key Quantity Botanical name Common Name Planting Height Size / Cal. Canopy / �•- - / / (11ii ��r • , :a /. �.' < /''(Refer to WP O C- 612) i �j-- - / /`�1 / uj' °n!__ = / �� j / / , --1 / / �` / ,� 376 / I I �� / - I� I 11 Canopy fig! � i /!i . " i / Ij / / / / / ��/ / /Sloe greater than 3:1 l % �'/ I '- / I I SHADE TREES �,.� iii i - - J9 y� �.� / � / I / P 9 l / ° J J� / - - - _ - ' I I I- 11�I ,,� ,.r-p C' �- -(� / /.',. \ / '� See Landscape Note 8 j �, / 1 /� /�_- 1, T Iu�j i i \ 9< ��> -'� /� / �\ �/ - / 1 / I/ - i / / `/ \ 1 ; I i AS 2 Acer saccharum Sugar Maple 11 13/4 195 390 Q j n .' / / 'r / i I 1 I / / s� l I I I QP 2 Quercus alustris Pin Oak 11' 13 4" 370 740 �\ �IAillii I. �' ;� �i` / / // / / /'' / �` I / l f / `'\J I I I \ IF 1> �=;jij J-3F 1 - �- < i / 1 / �, %/ -- \ I / - \\� I I I LT 6 Li riodendron tulipifera Tulip Poplar 12 13/4 387 2,322 I,IIi, IA / / / /t / ! / / \~ �'� j / -G, i \ i a I� L I I l Shrubs !IiI I r // _ / 1 I I %t I IC 28 Ilex Cornuta Chinese Holly 18 ht. min ;iii) 1 ,; ' r \- E\;I u i i -'I - / II j �I jI / /�`'`� -.- � / // � '��i' '! mil' / � /I / � i/ � // ' I I) I kl ` II { � II \ 11 I. / ✓ / `~ / ` it / / Y / / -� -- i r - \ I I ; I Canopy Grand Total 3,452 foil �' / / I / / I 1,I / ! / \ / I / -�� / I /1 I \L - � j. I pY �<ZijE'i;�"; i ` / /f///�� I� /' I ' /j !I % /�(//' �LI" 1 �I� =~�' i/�� -/ l 38 I I ;i \ LANDSCAPE CALCULATIONS I. ;, i ; I /i I / -,, /I / �:�... / / / / - , / -- / \rI / / I �\/ r \ - �� -�'� - / \ \ \ I _ I X \ 1 / / / j INDUSTRIAL SITE AREA 14.06 Ac (612,454 SF) ;li; 1 y1-1 /J I - I �1 �� \I - - - - -I- , 11 I TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF ---- - - _---I I - r / J �`-� i1 TREE CANOPY PROVIDED: / � / /\, J 14 I x / !Ili! II \ 1 \, I ' �' / ~ I I II ( EXISTING TREE CANOPY "A" = 221,120 SF (SEE DETAIL 10/C-306) ii I i I ! I i I i� �v I �'/� v v I ( ew Retaining Wall D - _ 15 / y-� ` / !iiI! / -, I . . \ i I �\� 1 - 1__._ I w/Guardrail j\ / s 1 - - - !!li' I 1 I ~`� \ I I ` -"--Max Height=5' I �\i \ O / / y I I III li �I EXISTING TREE CANOPY 'A" CONSISTS OF W-12" CALIPER DECIDUOUS TREES AT I!!ii I! I ~` 1: 1 y \_ �'� 1 I I I, �' I I t-'=�-- -- / 3 I I _ -_, I 11 ! 1 5 -15 SPACING AND 30 -40 HEIGHT. '!. 1f I _, -'1- t --- T- >- \ �A 2-STORY \ I 11 l-._ iI!I!I! I I �I' I I 3,QOO�F FL -- ---� 03- I I I EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF w pill I I\. l'-, I ;I \ I I I 1 1 ' " < j� �1 / _ _w �\ fl ,.� ! i \ I I\ , - ' 6 000 SF-_--F-- _- I .'lI, I-�-------- -�� 111i!II I I I I \ I I � I --'' FFE=394.0 � . EX 23 i 11 I �I 1 PROPOSED CANOPY = 3,452 SF ,III!I �� \.,1 ' I I' \ ' 1 I I I I I I I I I I 1 I \ ~ �, // Y,r� 1 II � � iii!! +ii:�l rIi ` ' I \ , I I 1 I I I I 7 t I I I 1 TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK 1 I \ ;I ii} l , \ i I I , \ � C lui'1 \ I 1 � �k' \ 1 I 1 I I I �� I -jo / QA d ° A 'a .. A a` _ I I (I ;��;;� \ Q I I ;; i\ \ I I 113 1 I I I ti� �� \.1 d d �> �o p !!!i ,I , 1 1 I I I ' I I I , - Existing Industrial Building I / I I 'I I !pig \ 1 I 1 I, \ \ I \ s - •-- - II I 11 PARKING LOT TREE REQUIREMENTS � i!!il I I\ 1 1 I I I I \ i \1, k 1 -- __ - _--� _ E x i s t i n g w Ni. 1 I� \ 1\ ! I 1 I I 14STOR1 I I I � , I I \ I \ I I 1I I jlia 1 ��i �. I, I \ 1 I I I 5, 00 SFI I I I I I \ uI i \ 1 I I 1 \ I \ ' "- i I �� \ \.>� J�„ Asphalt 1 � I 1 TREE PER 10 SPACES Igi �_ ) `,I I \ \ I I FFE-393.50 I I I ' I ' \< WM \ - __ - .__ _ - __-J Parking i I i 95 SPACES PROVIDED ,!! \ \ I`\ ✓ \ \ \ I \ i I I I TREES REQUIRED = 95 10 = 9.5 II! I I � 1 ' I I I I I I \\ \ !i� ! I ! \ ri ' , 1 ` 1 I I I I I I I `390 \ �\ I �`. �I 1 TREES PROVIDED = 10 OK /' I \ \ I I I I I 1. I I `\. I I lid I , 1, � 1 \ \ ' I I I I I I ' 1 QJG' \(\ \ \ \ \ 1 1 - - - - _ _ / ;) III ' ----LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: �\ /i i \ I \ t-_ 1 \ 1 I I I I 1 � `�. r� \ v v ^�� 1 ir= .-._ - _. __ I �.11 I --- 11 �� \ I) -` 1 I PROPOSED PARKING AREA: 61,255 SF / Iijlf \ 1 \ \ /_� 3' j 1 liiil y I 1 �\\I \ '1 _ I I I I I \ II 6 1OI 1 WM� ��, \ \ \ \ ` I New Retaining Wall F x i 5% ::; ' Il I a I l \ \ \ ; - I \ \ \ \ i II C / I PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF I \ ' \� \ \ w/Handrail I \ 1 PLANTING AREA PROVIDED: II I \ ~ ,, d \ \ I � ° I - \ \ \ \ Max Height=8.5' A 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK \ a ` \ \ iii. I `\ 1 O K F < / t �j - �' i``. I\ \ ;;rr1 I I I ° �a - fi . \ \ \ ! �� STREET TREES: i!!i 1 I I ` , \1 \ \ \ \ /� i y I A \ 1 �� v � / I !!Iill 1 \ \ I \ r I I � / \ \ \ \\ AR II .. TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO I 1 \ I \ I �\ \ �' A I/ / 1 11 I PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW Ili!! i 1 I •/1 \~ \ i �/`r.- � f x ,\ ° 1 � � a AQ '' ° Illd� 1°WM � STREET TREES WHERE POSSIBLE. 1 1 I \ 1 7 I I \ I\ A �. a !Ili[ I 1\ r ' 1 ,.�\\ i ! \`\ I I I d. 1- Q� 1Q� \ I! \ �� t � i !iii I 1/' ``� \ I ~`~I`� I ; I \ �� 1 Planting \ \ \ \ \ / \ / ,� EX CONC 1 �i'I I �, I I ' \ i 1 d , . � \ \ \ \ \ \ I - RETAINING WALL _-- iuij I I I I.\ r, I I , I 1 \�``' 1 � J Area H \ \ %� TW=403.1 a - Nil �� I I I \ \ I 1 `� it �/ �1 \- I \ r >� 747 SF , \ \ \ \ / 1 !i!•I I I I `( I � I I ; I I I 4,. ' \ \ \ `\ `C \ I ]I XI I \, LEGEND II \ i .,,; I I - , ; I y I PRESERVED SLOPES PER GIS iiii - i I I \ ,- ' \ I 1' 1 ' h\ I I I I I I t 1 I, � ' \ \ \ \ \ \ II `�1 I I / . \ DB DEED BOOK PG PAGE I I ' ' I , I I > t I \ \ ,\ �41, \ � \ \ \ \ �L = - = --_ -. _ j I v v , ° MANAGED SLOPES PER GIS FH FIRE HYDRANT ! ii! f I �` •.1,1 i ~I � "' j r i I ! I O\ f , l \ 1 \ \�' 402 � l 400 I WV WATER VALVE \ I I\I r� I 1 O I 6 ,�.�,= 7 I� I I I \ \\ `\ \\\ , \ \ x \ � � Imo' \ / ' a I!ljii 1 I ii - _ ,_ r T EXISTING TREES TO B MOVED -ii;� I 111 1 ,� ! 1�1 I I ,� I I 1_,, , fi. , I . 1/_ \ \ \ 2-STORE --- - - - I F .. I a WM WATER METER . � -- >- '�, � EX . 22 I!1 '\..I 1 �"- I ! �'. I 11 232 SF FL , \ \ / �? VARIABLE WIDTH FOREST AND FFE FINISHED FLOOR ELEVATION II!I I I 1 I I ' 1 I I I i I m U. \�/ \ \ / �` \ \ a UFE UPPER FINISHED FLOOR ELEVATION 1 , I�rl,,I 22 460 SF �� 1 OPEN SPACE EASEMENT I1l1 I , I \i T-1 , II �1II 1 ! d. 1 \ \ \ \ \ '_` ( / / I BSL BUILDING SETBACK LINE iI GFE-388.00 ��-- \ i _ \ PSL PARKING SETBACK LINE //lill i ..~ I : 1,1'' I,,\ I II 1 ` \, \ \ I I i \ PP POWER POLE ii I l �' \� �1 1 �. 1 \ \ _ \ \ o FFE=398.00 \ \ \ I!!I' -r I I \ I I I '\, ' \ I \ \ \ ` \ \ \ \ \ I \ SCC STORMWATER CONVEYANCE CHANNEL i;;l� I I I I i ! `� I I /1 %', `�~ � \ \ \ \ ` \ '� ^ / \ I \ WP WALL PACK i-I i I I \ I I i I I ~, \ \ \ �' \ \ \ \ / / \ \ \ r-- I w \ --- ULD--- ULTIMATE LIMITS OF DISTURBANCE I ~`�I !!!il I I 1 ~' I ! I I �,,I,I ' i \ �� m , O \ \ \ o \ .� - - - - / \ \ _ !_J� I c� --- TP ---- TREE PROTECTION FENCING 'lli I I I�-�' I I ew f�etainin Wall C . __. \ \ \, \ \ - - -- - - N I T' __---Planting \- 1 \ �.. I/ g 1�4.. g--------- f - -� \ / --- FHOD--- FL OD HAZARD OVERLAY DISTRICT !Iliil I I / I I� ,I II/' w/Handrail \ - 7 T - \ \ Area G o \ o \ PD ' -4-00 - �O lid! 1 I' j I - \ - - - FH FIRE HYDRANT NI l it Ij I`\\�'I I I I Max Height\15 J r /- f td+ \ ./ - 200 S\ oo \ �/ \ /�� '----- ,------- -4 - -- Y \ WM WATER METER i If1 I `l /`^ }' I p Planting / \ z / a , \ - - - - I \ GV GATE VALVE li!I 11 I \ I 1 i�' I 1 iV I /` - -- - Area I A 7 V vo --Iov A v_- -' O �z_ A °I I J I '' i l \ 1 \ . �-- I I I i m . ._� -/ , SF \ \ o \ \ II Q \ ;il1 i I �. . �I °. 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I \ a \ \ 6\ � 13'x15' PATIO \ �390 �- �� _ � 4 � l ! � ' F1l` - - - / ` iI I I I I I I II \ \ \ m \ 4LEV=385.5 % / /� �` • °�' \ \.? - - - - / ' - -� I! \ I � - /� - \j / - ! a\/ \ - I Q \ �MaxaHeir hit & 1.5 Gutter _ , ` �Ba_ III' \ \ \ /• `, - ---- / I "�, �� /;i!iill III r \ I ` \ \' . \ - \ `� <\ -i _� 390 i < �I '�- �- - z .Al„I \� 1 I I \ \ \ STORY o \ °'' I \ ` / / l- `� / \ 1 ` �\ \ 7, ° - -! `' - `� _�,T _<a- -, - _ ----'� iii I I I ` \ \ \ \ , \ M \ - /(::: ��O�L€N MILL'S,�0ONDOMINIUM; �8 �- \ _ /' - J _ T`` ---_ �� - 1!1j \ \ 1 I I 6, I IU\ SF \ \ \ \ . \ I\ -- / /� UNIT 2 � / \ J�q Slope greater than 3:1 - /\ �, <7- " _•.. - _ _ - CD ry i / \ `\ p / - G I I I` I \ \ " -G1=375.5 \ \ \ \ I / t / �'1.3 560- F/FL` -< / 1. 15" k+0 E See Landscape Note 8 ` `� _ - 1 - - - l;.I I I I I \ I \ FFE=387.0\ \ \ / �' \ ` / / / \j / \ �\ \ �,...... - / / a - - '� - - - - - \ \ \ \ \ \ , 10 8 ROQF D1 F�AIN- 1 -- - -_.- / 27;1 SF / ,-! jI I , \ \ \ \ \ \ \ \ i / -UF�39-2:00 \ \ _ - _ _ \� _ _�� -, /� - - '�- l\�- _�_ - - �"�- I I \ \ \ - - - \ \ \ 4III, / / / /' FFE=372.00 / / - -- M` \ \ d /�°Z _ ^ \"�! z� - - � - I -� I II 1 \ \ \ \ e. \ F _ - `- - C / / / / ML r372 <. �� / _ \�\ !/\�ryI-1 \. _ �-� - ;;;� \ I/�I 1 , l!i i I I 1 I I \ \ \ \ \ \ \ . ' 3 \ �� Z , I 1` / / \ / „ / / \ \ \ / 11 Q° `` ` �\ ' - - - - � _-_ \\T - - f iI!1i I \\\ \ \ \ \ 78 6 w I - _ / / / 1 00F DRAIN/ -4 . \ � I-, W a `� -, _ �_ _ _ �_ --I - !pit I 1 I \ \ \ \ -\ \ \ \ Q i 12° ROOF DRAIN - - - - / z / / / New Retaining Wall M New Retaining g�'l�ll N ;: _ _ - - 4 - ` ��^ <- - - , - ..- - - - - --1- - �-f \T Z ligl 1 1 \ \ - - - - - \ \ \ \ \ \ \ s\ co / / / / ,w/guardrail l \\ \ W �- - - %' �.- - -- � - - - - - - - I \ RE SE TRAP - -� `� Q '� !I \ \ c� / - / w/Guardrail \ - r _� l � I!111 I i 1 \ \ \ \ \ \ \ \ / / Max HeI ht=3.5 I 8 a ! `\� C ,-{ �, 'ill I n I \ \ \ \ _ - \ \ `- / / i - ? - -� - -�\-T Max Height=\ \ \ '� , �\ i II ~ I 1 \ \ \ \ \ \ T\T - C T,T T T . T1 T IA { 1Ill \ �• \ L\T r( Tw.T T�.T ~l \ \ \ \J \ ,\ /- ~-- �� q l_V ��1 ��//�� /-�Loadin ' Hlll I ' o I \\ \ \ \ \ \ \ \ \ \ \ - O > ' 'a. ` _ - -e . .1 . a ' j' A / / / Dockg3' 3.7� ��o \ \ ` \ 2�STORY \ _ _ - 21 - - - \`� _� �J-._... i � � � W \ - I1i! I '\ , \i \\ - - \ \ \ \ \ \ \A l 4 A / A. / 371.9 - 1 \ \ t,750\SE/FL \ \ r\ `, - -' -`_ _`` - / W Z � 0.� iii'I ' o \ \ \ > p / i \ P VC SF � New CG 6 Channel �'-, W I `�.. � -. 3`50 _ i � � 8 i 1 � `. A - I I \''� Q / / � ~ ..! ` � '.` _ - t- \ \ \ �� / 8 6� _ \ \� I �F = 371:5Q `380 �\ ' ' ° y - - t-� ll°i1\ I j \� T \ \ \ � ` � / / �pPE / \ \`�\ \ FE-'3 0.00 - 9 0 \ d o � O F- � _ _ _ 0 !!!i .�� : �'"- -- I _`� T� `-� - _.\ \ \ \ ` \ - / i / / _ - \ 1-1 \ U, \� �.. \ ,- 2-STORY \ 380 ,-, 7-<��-:� , `7\- II!j!'1 ° \ \ \ �\ _ \\ s _ \ \ `15 HDPE� / ,, / 16 / / ' MO o \ \ \' \ \ \� �` \�� _(4,250 SF) \ ,. ' '�� _ �, � Ilil� \ �1, \ `\``\ `\ \ \\ \ \ \ \ 'A a ; �. A T I \ \ �, -- �FF�=373 60 \ ( a !:� �i lllj!I i \ \ ~ \ \ \ `�. \ \ . \ \ \ \ \\ \ \ �' ' " d a . \ Ai 'A ' •a A� " ' d - - - , E < \/ �, , � \ UFf�-- 8.00� \ 1 2-STORY E �, �i i jii;' I \ TA \ \ \ \ \ \\ \ \ \ \ ` A A d • \ ;: ' • ° / / d ° ' , 15 NDP \ \ t w d . �j' - . 2 640 SF/FL E' E-I '®' E- I;iiill � I \ \ \\ \i \ / / Weir Walls A �_ o `\ \ 5 \ , E I \ I o `� \ I O S / -- <'', (5,280 SF) E" W ii!il \ \ \ ~ , \ ,> \ New Retaining Wall 0 0 / / \ - \- '� c� ;i!i: \, I \ \ \ \\ \ \ o / / (Refer to 8/C-306) / -A-.;_ I \ _ - ,j°' - Planting ` - FFE=377.20 w 1� 3 i I \ \ l I w Handrail v\ / /I a W iii!! �'' \ \� /\`� \ / , \ \ \ \ / / / / / / ' ' �, `� �.,. ° • < Area D UFE=387.20 o w 5.'. !ii!i i o \ Max Height=11 \ \\ \l _ \ o / / / / / / d d <. /i 18 - o l� ''=�" 154 SIF ii!I I \ \ o \ \ \ \ ! \ \ BT \ 2-STOR / / 8 P 1 �_ I!I, I \ \1 . \ o \ ..\ \d\�\ j- \ 4;�16 SF/FL / / _ -� \ . :� ''!t \. - _ co �G ° . SHEET NO. '"!li I\ I ` ' , ' o i -, (� 9 03 SF) \ / / / / I 2 STORY \ _ �' ° : �� = - P 1 ° A . .. 1. ° iii! I- I - 21) A A \ \ \ \ \ \\1 \ \ -I -\ \ (� 2, _-._ - 5A A / 4 0'!0 SF FL - � I i • . °r��+� \ - �' Q ° �/ 4 j!I I \ \\ \- \ \ \ 1\ \ \\I � \ \ I \ \ FFE=348.0. ` l / / / /iR 1d /, \ � \ �. _ �_ �, \ �I i __ 1"WM - l I$:, A; I \ \ `-, -I I , \ \ \ �� \ \ ` . n . \ I IFF=-A71 S -- _. .. / O ,S'F� \ \ �\ �... 1.,-; �1 \ 1� I r ----- REFER TO SHEET C- 20� v �vv SHEET 10 of 25