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HomeMy WebLinkAboutSDP202000029 Plan - Submittal (First) Letter of Revision 1 2022-03-18 (2)t SIGNATURE PANEL APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT a ; i fit` I PLANNER/ZONING --- ------------------------- WkW ' ,TMP 77_40C2 _ - _ aa.aa_. r ar ac p hl;c ,n.rENGINEER DB 3166-18 Refer To Sheets INSPECTIONS ZONE: LI %USE: DRY - CLEANERS 1 nEw .4y r) = C_ 0 `z - - - - - ' — -.. - �_'__ . `' - - DEPARTMENT OF FIRE RESCUE N 7 17t 4',; ';" Q - - C— 200 ,1 1. 1- , VIRGINIA DEPARTMENT OF TRANSPORTATI -- C— 202 ALBEMARLE COUNTY SERVICE AUTHORITY C— 204 ----- p wxccastauax1 r —---- oo- W _ - C 206 BEIC Aa.,5.3P,E �-- EX U11-7 CHARLOTTES V ILLE TMP 58-87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON WE 2013-163 f / > �' -. 172 0 :------- , -. :Jrovtias -� -- % TMP 77'-40 rvauoeaasss , vd ssr_a�o ���rr / HARTUC LLC �---- ------------------ D.B. 3847, Pg. 332 �- - -- i ZONE: LI - USE: DIST. f r I{��' • . WAREHOUSE 'fsy317.1 a• II-31Qt 1 � I 1 46.00' N 57'031641, IP 1649, 00' r LEGEND DB DEED BOUIC PG PAGE t11R FIDE RYDRkNT WV WATER VALVE WNI WATER METE K HE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLUOR ELEVATION 3SL B UILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC S'I'ORMWATER CONVEYANCE CHAINNEL WI? WAL.L .PACK --- ULD--- ULTIMATE LIMITS OF DISTURBANCE --- TP -•--- TREE PROTECTION FENCING --- PROD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS 1,rp f t- r• EXISTING TREES TO BF, KFMOVED VARIABLE WIDTH FOREST AND OPEN SPACE EAS F.NIEN`C PARCEI, OVERVIEW -10 SCALE: 1" = 50' CURVE ARC LENG'['H RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C! 58.94` 400.40' 8'16'07" S .21239'54" W 68,89' C2 123.70' 408.40' 17'204" S 09028'05" ii' 123.22' C3 441.05' 366.26, 69,11,08" N 34'45'24" rY 414.73' TMP 77-21 RIVANNA WATER & SEWER AUTHORITY D.B. 3694, Pg, 660 ZONE: LI USE: DVACANT 50' 0 50, 100' 15a' SCALE: 1 "=50' TMP 77-• 38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT GONE: LI USE., VACANT TAfP 77-38B RIVANNA WATER & ,SEWER AUTHORITY DB 768-277 DB 616-135, PLAT LONE: LI USE: VACANT TMP 77- 4 0 A_ _ -- -- ------ RIVANNA WATER SEWER AUTHORITY i DB 665-288 DB 331-554, PLAT - ------ i ZONE: L! 1 USE, yACANT t .20 ,1 Submittal Type Reviewed and Approved by the :CornR u�t� tDetalopm; �4��pariment Date l� Pupil 5c)�Solo 000 2- r SDP 202000029 ;'a"�, MAJOR SITE PLAN AMENDMENT FORID z WOOLEN MILLS 2 TAX MAP ` 7, PARCEL 40B � SCOTTSVILLE DISTRICT, ALBEMARLE COC1NTY�, VIRGINIA Q V Purpose of This Amendment o 1. The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. The Intersection of Ford Road and Moores Creek Lane has not been revised. 8 2. The existing easements recorded in DB 5210•-304 will have to be revised prior to approval of this amendment. New easements were recorded in DB _ , PG as a 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on p Q Q Q C-401 and C-402 for reference purposes only. " '' '' z Z U C')' PEI U SITE PLAN NUMBER: ZMA NUMBER: WPO PLAN NUMBER: LEGAL REFERENCE: RECORDED PLATS & DEEDS: OWNER/APPLICANT: MAGISTERIAL DISTRICT: ZONING DISTRICT: PROPOSED USE: PARCEL AREA: PARCEL ADDRESS: SOURCE OF BOUNDARY: SDP201600076, SDP201800065 ZMA201600017 WP0201600072 TM 77, PARCEL 40B DB 5210-304, DB 4796-325, DB 4673-132, DB 4790-637, DI3 4935-90, DB 4797-416, DB 676-326, DB 4893-401, D8 4797 428, DB 4796-325, DB 4452-283, DB 4111-180, DB 3088-272, DO 2797-29, DB 2797-623, DB 1751-156, D8 900-440, DB 274-70 DB 5198-30, DB 5198-45, DB 5177-1 ELEMENTAL ECOTECH, INC. 809 BOL L ING AVE, UNIT C CHARLOTTESVILLE, VA 22902 SCOTTSVILLE LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18,26.2 OF THE ALBEMARLE ZONING ORDINANCE., 14.06 ACRES NOT ASSIGNED PLAT RECORDED IN DB 4893, PG 401 ��-{ ~ { rl 0 z z O �z �+ Ca! 117. v U 0 � W v F Co > 4� j H o o Z P Z z' z, W n W SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 20.15 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 MONTICE` LO HISTORIC DISTRICT: (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEE FROM THE DISTRICT BOUNDARY; AND (h) 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 THr 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 50. 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 (I) 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 �; 02 CQ PRESERVED SLOPES O Q cz CD 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, 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 CURRENTLYFLOWS, 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 rn z En E� Cn z �n z CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION, A = 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' O O O O SIDE OF MOORES CREEK LANE, E' E- E` z �:D z -�D z �::) z, �:) 0 U 0 U 0 V 0 V ` 1 } ' ' SHEET INDEX: FOR SDP202000029 C-100......... COVERSHEET C-101 ........ EXISTINO CONDITIONS & DEMOLITION PLAN C-102 ........ EXISTING CONDITIONS & DEMOLITION PLAN C-200 ........ SI CE PLAN C-201 ........ SITE PLAN C-202 .—.... GI A_ ING PLAN SHEFF INDEX FOR SDP201800065 C-203 ........ GRADING PLAN C-100 Ca�tl;lz-�I�1=(ANIENDEll) C-204 UTILITY PLAN ......... / ........ C-205 ......- UTILITY PLAN C-10.1 ........ C-200 ........ &-DEM9Ei=FIE)i+P A + (ANIENDED) ISI-TI1 PEAN (Aiv1ENDED) C-206 ........ LANDSCAPE PLAN C-201 ........ GRADING PE (AMENDED) C-207 ........ LANDSCAPE PLAN C-202 ........ (AIYLENDED) / C-300 ........ STORM SEWER DRAINAGE AREAS C-203 ........ C-300 EAND-SCAPE-11 AN(AMENDED) 1�LIAF1�e��LN (AMENDED) E C-301 ,....... STORM PROFILES &DRAINAGE CALCULATIONS ........1IElrPe}FtDEac C-301 T= 1171-T-YDE-T-t-4L,5 (ANIENDED) p C-302 ........ UTILITY PROFILES ........ C-302 ........ RE' ^ , , PLAN o_ X\eFIEETS-FFE DET--Vh& (AMENDED) C-303 ........ UTILITY DETAILS C-400 ........ - 1WFPL—VF(AMENDED) / C-304 ........ ROAD PLAN, TYPICAL SECTIONS, & TRUCK ROUTINGS C-401 ........ APPROVED MAINTENANCE UF'rRAFFIC PLAN W / ' C-305 ........ ROAD PROFILES & SIGHT DISTANCE C-402 ......... C-403 APPROVED SITE DISTANCE; PROFLLE LIGHTING PLAN / C-306 ........ SITE DETAILS ......... C-400 ........ EASEMENT PLAT C-401 ........ EASEMENT PLAT C-1IO2 ........ EASEMENT PLAT C-403 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN C-404 ........ APPROVED SITE DISTANCE :PROFILE C-405 ........ LIGHTING PLAN 0-406 ........ APPROVED APPLICATION PLAN FOR ZMA 201800017 Land Use Table Description Pre -Development % I Post -Development % Buildings 1 0 0.0% 73,084 11.9% Paved 1 18,300 3,0% 130,781 21.4% Pervious 594,228 97.0% 408,663 66.7% To to 1 612,528 100.0% 612,528 100.0% SHEET INDEX FOR SDP201600076 SI-11 ......... Er,`.�o� zrSHEBT (AMENDED) SP2 .....,., NE3T(tLiYiENDED) SP3 ........ EXISTiNEr-E9AFF1f I4NS7,, b1 N (AMENDED) S.P=1 ........ �E-3UT-PLAN (ANIENDED) SP5 ........ GRADII�EP-PL-AN (AMENDED) S P6 ....... -bA�tD AFE-PDT (AMENDED) SP7 ........ L-16HTIN&PDAK (AMENDED) SPS ........ SIGITI' DISTANCE PROFILES SP9 ........ R0AD-PR0FffiE&' (AMENDED) SP10.......IFEI ''. r""^ ES (AMENDED) Spit ...... "` `ter `VELA'` of IE (A_NIENDBD) SP 12 ....... (AMENDED) SP O ...... 'I'll .=R ` 0I*oy E I� Pf�f�FLDE� (A�bIENDED) Split ..... RET-AI=LS (A!VIENDED) SP IS .... "�'n '' 8 (AMENDED) SP 16 ..... AE:�T-AfE (AMENDED) SP17.... (AMENDED) SP I8 ..... 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E % / \/ % I � , / ` I`. e jx - I -C f k x -C 1 !._----_ __--__---_ j 1 } `�� \ /` f�!r�'-I w �, I - / -'�• .r j l ' ' ' i ,.0 k• ' 1 C `-, ` � k , k x -. - - (I 1 / V `7 v �4 o c) / / / L/ / f / / '� r f.� (��� . �- '� _" �-` f - � k \ /' k / k ,� �C k k J \� - __ .-. - --- -_.- _--- ---_--_----- Ii- � , I r, r.., NiANAGl1ll SLOPES PER GIS ��i �+ / C, I `�,.I I -,� / ' / ,/ // f , f 1 \-� k k/k ! k , k k =� i ! I 11 li i 1 W da 10 l --- - _ � _1 1' II _ �� _- _ _ - -- -- - - -- _ _ _ ___ - --- K I ! I t , € I ! i I II 1 + CHARLOTTES VILLE TMP 56-• 87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON WE 2013--163 SIGNATURE PANEL APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT f - PLANNER/ZONING TJ11P 77--900 y _�-"• J---_-_-.___-.___.._-._._-.._.._------_..--------------_-.._---------- - + a`�af A�-'"d ENGINEER DB 3155-18 ---- R eTer to Sheets INSPECTIONS ZONE. LI + -- - USE: DRY - '�� Y � CLEANERS �` = 11`ur � ) - C ..-" 10 � -- - - - --- -- ��� - - �--- - - - '- w f "'�� � � DEPARTMENT OF FIRE RESCU`- (50, Y'JB o l well,' It 11 TMP 77'-40 / VARTUG LLC 7 r D.B. 3847, Pg. 332 GONE: LI USE: DIST. / / /��/'• WAREHOUSE rl / 3h i' r 1, ! / / 1r r f' r / 5 $1003 6� Aa lsz LEGEND DB DEED BOOK PG PAGE FF•I FIRE HYDRANT WV WATER VALVE WNII WATER METER FFE FINISHED FLOOR ELEViVI'ION 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 - 11'11 ---- TREE PROTECTION FENCING - FROD--- FLOOD HAZARD OVERLAY DISTRICT 7�y PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS EXISTING TREES TO BE REYIOVED ,1,,3 s.,,:S VARIABLE WIDTH FOIZES I' AND OPEN SPACE .EAS EN.IEN'I' .-,1! ,.. _,�� 1__-� PARCEL OVERVIEW -100 SCALE: 1" = 50' 619• 19 TMP 77--21 RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg, 660 ZONE: LI USE., DVACANT I VIRGINIA DEPARTMENT OF TRANSPORTA-ridt 1 C— 202 " ,� r, A----1 I ALBEMARLE COUNTY SERVICE AUTHORI TY c.vv------------- -. M841 B srYdrd Ad t Ma-MH-04 Icy-327.10' In,. in-J10.9U -7 Inr Gut ! � -s1o.o7 1 G r p O CURVE 1 C— 202 " ,� r, A----1 I ALBEMARLE COUNTY SERVICE AUTHORI TY c.vv------------- -. M841 B srYdrd Ad t Ma-MH-04 Icy-327.10' In,. in-J10.9U -7 Inr Gut ! � -s1o.o7 1 G r p O CURVE ARC LENC'1'II IRADIUS DELTA ANCLE C1109D BEARING CHORD LENGTH C1 68.94' 408.40' 8°16'07 S .21139'64" ff 68,89' C2 123.70' 408.40' 17'204" S 09'28'06" B' 123.22' C3 441.06' 365,25' 69'11'08" N 34'45'24" rY 4N.73' 1 1 i 11 1 i■ 40 i 1 IMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAY' LONE: LI USE: VACANT Existing Industrial building T,11P 77-'0N TREM COaVI iA L RENTALS, LL DB 2893-653 DB 907-684, PLAY' DUNE: LI USE; SG WAREHOUSE Existing Industrial bulldina T1bIP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT LONE: LI USE: VACANT TMP 77-40A - " - -- RIVANNA WATER SEWER AUTHORITY i DB 665-288 - i DB 331- 554, PLAT - I ZONE: LI USE: yACANT I Z I 1 I it I ; i x 4 Submittal Type Reviewed and Approved by the CornRkanit Oe;Izlo l en �D�. Department Date....-_ N1LI. •15�l-lx,G,�- SDP 202000029 MAJOR SITE PLAN AMENDMENT FOR WOOLEN MILL,�-S L J L PARK JL. IGHT INDUST r\,1A TAX MAP 77, PARCEL 40B oil,� ¢0�1� S C OTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA °�� � 0 Purpose of This Amendment ^? o 1. The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. C0 � 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; were recorded in DB PG 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on C-401 and C-402 for reference purposes only,it ti � Q U SITE PLAN NUMBER: SDP201600076, SOP201800065 ZMA NUMBER: ZMA201800017 WPO PLAN NUMBER: WP0201600072 LEGAL REFERENCE: TM 77, PARCEL 406 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, 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, DB 5177-1 OWNER/APPLICANT: ELEMENTAL ECOTECH, INC. 809 BOLLING AVE, UNIT C CHARLOTTESVILLE, VA 22902 MAGISTERIAL DISTRICT: SCOTTSVIL LE ZONING DISTRICT: LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) 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 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. 5-1003CO289D, 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 MONTICEL LO 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 50. 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, 6 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 z >� a ,.nt o �o caU. o I-- i r - z O V .Qi W W C� z W 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 3Q.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 m o C PRESERVED SLOPES o Q � o 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. 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. P-' B, STORMWAT"ER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREETPei ALONG MOORES CREEK LANE THEN TO MOORES CREEK, THE RUNOFF CURRENT FLOWS ACROSS MOORES CREEK LANE, WHICH IS CREATES A HAZARDOUS A rn 5' M E M z M z CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. C, SANITARY SEWER A, B, & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE, THERE IS NO o 0 0 0 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) a o 0 : J 4 i SHEET INDEX FOR. SDP202000029 C-100......... COVERSHEET C-101 ........ EXISTING CONDITIONS & DEMOLITION PLAN C-102 ........ EXISTING CONDITIONS & DEN.101ATION :PLAN C-200 ........ SITE :PLAN C-201 ........ SITE PLAN C-202 ........ GRADING PLAN S:FIEET INDEX FOR SDP201800065 C-203 .,.,.... GRADING PLAN // C-2UL4 UTILITY PLAN ...•.... ��-Y���I=�I' (AMENDED) / C-205 ........ ......,. UTILITY PLAN C-10I I....... C-200 . E tS 1 - ' ON PLAN(AMENDED) SITE PD1(AMENDED) C-206 ........ LANDSCAPE PLAN C-201 ........ Glr n DINE' r,r n.r (AMENDED) C--207 ........ LANDSCAPE PLAN C-202 ........ (AiMIENDED) / / C-300 ........ STORM SEWER DRAINAGE AREAS C-•203 ........ C-3()0 I�ANDSGAVE-PLAN (AMENDED) �+LILFf IlRF}FfIlE.I -DRY- �AFJE-TALC-UL- -FLONa(AMENDED) E C-301 •....... STORM PROFILES & DRAINAGE CALCULA711ONS t 1 �FPO>?ILIa,Naf1 A A� , C-302 ........ UTILITY PROFILES G3U2 ........ DE�tkfL� (AMENDED) C-303 ........ UTILITY DETAILS C-400 ........ 1;A4EP9#E?�F PL-�•VF(A+MIENDED) / C-304 ,..,.,., ROAD PLAN, TYPICAL SECTIONS, & TRUCK ROUTINGS C-4I01 ........ APPROVEDMAINTENANCE OF TRAFFIC PLAN / C-305 ........ ROAD PROFILES & SIGHT DISTANCE C-4102 ......... C-403 APPROVED SITE DISTANCE PROFILE LIGHTING PLAN C-306 ........ SITE DETAILS ......... A5.61. - ,,. C-400 ........ EASEMENT -PLAT % C-401 ........ EASEMENT PLAT C -402 ........ EASEMENT PLAT C-403 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN C-404 ........ APPROVED SITE DISTANCE PROFILE C--405 ........ LIGHTING PLAN C-406 ........ APPROVED APPLICATION PLAIN FOR ZMA 201800017 Land Use Table Description Pre -Development % Post -Development % Buildings 0 010% 73,084 1.1,9% 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 SPI ......... EOVERSH�t`F ET (AMENDED) SP2 ........ N(AMENDED) SP3 ........ PhAN (AMENDED) SP4 ........ L-A-Y- V..F-.PL-A F (AIVIENDED) SP5 ........ (AMENDED) SP6.......-LA-m-)6 n_ -"mRa (A..MENDED) SP7........ .L710fFFINF-PLANE (AMENDED) SP8 ........ SIGHT DISTANCE PROFILES SP9 ........ RaA D-PROI=LLE& (AMENDED) SP I O ....... 'Al (ALMEN D ED) spit ...... _ ' 1'r',' ""SE "'E-R-PROFILE r (AMENDED) SP12 .......srFOl�ibI�SVEI F�fEF}F4ILES & E[LEFibr#Fht' (AMENDED) SP13 ...... STOP r s+EWE nn f}1 E QVMIENDED) SPIN ..... DE'Ft1ffih (_ANIENDED) DETAILS rr SP15 .... a�T�>o �(AMENDED) SP 16 ..... A"VI DETAIL (AMENDED) SP17.... (AMENDED) SP18 ...,. 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'.r I / S}' Y ', h r-"�...--�' !• ,, ...•p" !_-! � `�J �V — - \ :Yj �'`.., r' -/ �- �� "..-. i"' I ` `•,! / ti.�i-__. -'—-�'_,:_,.._-.-.^^—.-' "�`�---`._"...__ '~` r'"' , I -L S7 �/ I \ _-_ '_ ` j _� TP - TREE P G. I` / -_ -- - •, ''_ / � r� - -- - _ --- I I RO i'ECTIU IV FENCING .. 1� �� I F� , _ ,� _ f '',, r \ -!r I 1 . -� j __ y�''' . _ - --- �; _ I --- FIUD--- FLOOD HAZARD OVERLAY DISTRICT ii I ///,,1 \� 11 '(r ' � - a.- "� "" - ` j ` � F j" ' ' { \�✓: i -� :. 'A I .- ! - f � ' I ._._ -r-' // r,, Old \ ,` =7 I _. �..-.-._ --I I I I FH FIRE HYDRANT -.� i �^` - r,� _•-_ [ .,...r-•�' f'e`... �,+r Y;, 1 -' 7 __,�_ 1 �+' /'' .•'r .�� �''` r �,r'• ''— / +``, 1 I I �h t 1\1t �, _ I ;T,,,,-�' . fir o ,ra �' / / / — - _ ----- --\ r ' I [ i [ 1 wlvt WATER bIE`rER �`l1 / -- �! ! -'' "�='h I `r' R 11 E � j ' N`j' \ I - _ \�- - r / / - `' ��� 5� ' ---., I / , / // f, '�� - - - ,,. 1 J I'' 4 ! I - ---- G V GATE VAL VE 1 ±Jur r A v 1 �+ j' , I _ J 0` - „ i r l li , r` / C}�,` / / �" ;� / / . -' %` �'~"! \ \ i _ -I I j Vf �l l �� '`', - �Ra C E'� r 6 \ r '✓'' k , iNe'N �eCUlning '�jal�� / / - Ir - ---_'_ yos -- 'G I ` \ f ! i I I I Ij v Sf r !I � 7 �J G A r� ,j - -y; f`! , ° - r' 31 ;' r__1 1 //% __ -- _-��� - ;�. �! \ \ I ! I I - ,_ __-• \ \ / \ PRESERVED SLOPES .PE.R GIS r�- - U 6 -s.. ,� . --" ! `� rr rlandrail -n> - 1-1 / I z »`; ,, �s \ 1-..' f� °-__ r�n� -~� / != � -'70"7l , D ,� '�~'s •/ / / �- Max Height=22/ ! j / �/_ LJ J�J.J J. ��J '� _ - -` r \ l � �I-EXAM I 3 — I II \ v v v MANAGED SLOPES PER GIS s a+ _ 1 l - -` — _� - -- --� y `` _,;�__ -- /'� ,,- " ` /, \ f / `Kp r / �! ` / '� / `' '' ' Y I -- - _w _ _.. _ 1 1/1 } ) l i II_-._._..—�z� :�? rr r �, - ' - -' �i .^ C ; _� r - --- �----.-----------_..- .,�.--.- _ __-_______— _-- � j 1 --' -----' I r5 -= � -� - t �� 1`� i` / I' /'�i I / � - � I �I i !, r 1 EXISTING TREES TO BE REMOVED - ^`� --, tea' `�%' �` , %' . / / �(5utlet S Is � '�(/ i , / / / , / r i- f II \ �2 _ f _ ; -- --;- --- >e / A`� gr' to�1'!PO C--612) 1/ .{ �'t� / -� ! / J)y I i1 - VARIt1BLE WIDTH PUREST FIND UPEI`I SPADE Ft15EMEN'I'_ �..::-:- .:1- -- ��r/� /// � - �-; I ,�/ / 76 r // 1. (1r / I - __ _....._ 111 I I �7 , ! I .. I .e �,:;,;:-'^"`;` �6...- ��-..-"n' ' '.,-1 ,� / �„ \ ,' ,..t_•'' , 4 ' I = f..". � _ / ,/� r,';,._! _,•� -,.. !- �,• J ' ' 1 ,;/" l ,�i I .—, � 11 \ 1 6 s -./" I i / ��. / �y f / / l {' - '� / /� ~ � / If / �y f n b-,, / f_ ! r } - — — I I Ij ------- �,I, Y , `� � f � .�--' I - � J` ' - -' _ �;."M- _.�-�•• .,- ''����� ,:.�' �' '�.�- t --' � .� i(��`��al% / I .- � - ( `" , t �,�- '� � -�` •-�, J� � �- �'� j ,�- '`" " .� 4 �% � ,� ) J / / �� '"-� j 1 �._-''. � {"'� r .- --- I :� f I ---..... UTILITY N 0 TE S : >1"`. -f, r �� J��r'ir- ' `� i 0' i `� �� �' - �j ;� �-! %` i f /''jj _ `'�� 1 ------ 1 \ I�..__._� 1, REFER TO SHEET C-400 FOR EASEMENT PLAT. r E 'x.....-• i`-ter.•\ / i-,�/ '`- ./ / -_ '\.I 1'/ ',- / -,._' '„' .''`,:/ -'"/ ! i^`\ '�` ti,-i ! � f! �j i . f� .� '�,! / '*. ' `"I r' , r^ . " 1 ._-•,T / / / / � I / \ �� I ! / , �I �i / I I I �I 2. All POST INDICATOR VALVES lllLi_ BE PRIVATE. THE ACSA OWNERSHIP . : w r ��-.. r � 'ti ''' ` ,. •" -.r , -._ / .�(/ / :� - , �� _ --`` wl I / / , / '` J r,_r' I i ? • � -�. � , j WILL END AT THE GA fE VALVE SERVINGI THE FIRE LINE. ,L ,_ F J-' / , i /�-" ", �\ _r _ 1 � "" - 1 �� - j I ` I I \ 3. NO PERMANENT CONNECI•ION TO RWSA NAT�R SYSTEM WILL BE ," �-j '! - `` - 11 I /1 } I I if 1 II ALLOWED UNTIL NEW �JAT_r; MAINS ARE PRESSOR_ TESTED, l><,,i / T.--• I �.,."`. / ter- -} ('•.\,� \,• 1, / l' E � /1 / ' .0 \I-'---..-.--- _ � ,,,� �.-- Jj I ~`..�-'�� f / / .- rc s/ / / i ( y 4 I CHi_ORINAfED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SSE ra. / Y / X, /"' �/ f •, \,/ / .r / . 3' l L "' � `' ^• � I / / S. 1 I.'-' -... _... ._._.-. ___-__-.____-_�i I I I \ " _fZ I � j / / ",,-- ,� i ,� I/ /,. -=`r ,. J { I I k ]I RWSA GENERAL 'HATER AND SANITARY NOTES ON SHEET C-301. I -11.�- I i I �_ _-__ 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN F I ! _ / \ I i ADVANCE TO SCHEUDULE A CORE OF A �r1ANHOLE, / �`'- %' /1 .' �-- ' / __ /%� � I I _ '< 1 -1 i I 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND I % ' I I / `� // / , / , ,I{ �/�� / ~.,/ '` / _ / / 1 ,� - / r''. f \ \ \ I -__----- .. i x ` CONNECTIONS r i C/ ``"`�!, % j �`" '! -r' I-,' --� % it i`^., �� ' / 1 4 } ? I I MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS THE / 'r - � , ( / .1 I % , / ,� '�� �, r �-°' \ , 11 J I ,_.-- `- F- - - ----- -i t II _ CORING CON TRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL jI I 1- / ( �,. , ` .'F ! / _� ''// - \-� `J '� / 14 I 1 11 BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. t I ► -' `<., 11 t ,.. ( •t ew Recalning 4'lall U --- , 1 I i S r UCTIOhI. RWSA 11 I I ( ( �,____��-' \ �,, ,.� \ �,. 15 / I �" I 11 ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE II l ' �' ( l }4-,- r_,� 1 ,'__~-r - --- i I - ' w/Guardrail t / ��4 _._ _ _ _ I --�, -' �,. j c, I - I \ / ___.__ _ __-._....._.__ ___-_-_-..-_..-" ,-- --- I I j MANHOLES. BYPASS PUMPING MAY BE REQUIRED A f THE SOLE "� ,• , ax--kleight-� -• ` ti / 0'1 } I{ II DISCRETION OF RWSA (, 1 �1 �,- `� t' -,, 1 I �, I a / \\------_._,,:----- I �__...___�_ E I 'i I STAFF. GROUTING OF THE MANHOLE BENCH OR ' q1 ~� 'ter I j 1 i Y I 1 { Ij 1I INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA aI f.. `�� ,. Ir 1 �'I --1- - r' `',, �� 3$sr 2-STORY I ---- --- r �~ I STAFF, FOR A SMOOTH TRANSITION FLOW. ' 1 I � } r - <' I 3 QOO�F/FL l \ '- - - -- 6 --- ' I I ' � , ;�? .V,,- [ \ ` } ` , 1 I �, ( i _ I I _ --I _ _,�� R I I 4. EXIT FIND RWSA MANHOLES SHALL 8E BACKFILLED "f0 ORIGINAL GRADE P4 II 2 t i � I ` � 4 I , I } F I r-,- .; 6,000 SF I -- L , ==_:r = AT - - -s -- -� -- _ I } II I TO THE SATISFACTION OF RWSA. �- ,1 �=r 1 r 1 I } � / FFE=39410 V Il 11 5. A IOUJ r r r z 'ti >, I , [ I I I I 1 / EX 23 I I I I F_ ACCEPTANCE REQUEST WILL BE REQUIRED Ir- THE END �r+, I \. �i,I } I , t I Q r1j �\ / / I - II VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE \ I U 1.1. ,}-I ' ` 1 } I 1 } } - I } l �,�,�� I r r _ _ _ Ix I I FLOWS. a7 ,, } I� } } } } } ' 1 ` `1" I ``�) ^�"o / a� : ,}1• �. >..: r - �;` ;' i i Ii I o, ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN I \ I �� '*� \ I I l U3, \ I I } �' s \ 1.1 �' ,r Io In du stria{ B u ild in �; I.I11 11 THE FIELD AND AT RWSA'S SOLE DISCRETION. ,_ I I•',� - \ - , I I I I } } I I \ 1 � Existing _.-__ _ -r1 i I I 1 ( �, } } } I ' \ r \ ` 7 `' ��' g s- - - _/,_ ExiStin , 4 1 11 I 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL - I 11 g I TIMES DURIh1G U"FILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR ,\ \ , I I i , I i 5,� OOOSF�' I ` } , I \\ I f \ _ . As h a I t --- I i I II I SHALL DURING AN LI LANE CLOSURES il 1 1 \ \ I I ,, } \ l f � \ -, P 1 �• , L !_ CLOSURES WITH RWSA AT LEAST 3 DAYS IN I t,, `^.._,c7( I FFE-393.5p >< , ��� \ `\ l � , I } - I 1 `t1-�_I } 1 � I 1 I } } 1 �.'\ `-,1� \ I .._. _ _: _ n� ._.. --- Parking � �� I j I AU LANCE OF THE NORK. ` l 8, VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE I 1 ` M , ' } } I k 1� ' \ ` \ \ I 11 --'-' --- I I } r r �V , \ q �,,.1 j I I I , I �\ ,` Y I 1 ! ;.' /I I EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR jf r�� 1I 1 I ' I I } \ \ \ II / I i 111 I I } DAMAGE. I `'`� i �� . I , _, I I t I i } ' 1 q��G11 \ , \ \ �, \ - I 8" 2.5 ° BEND I -- _..._ _ -x _._._ =- -.-- = ---- / - -i ;11 1 ►- _ _ -- - _ -I I' �' I �, _I I r -- I I ` , } „ E \ \ \ _— �1, I 1� I I � } } I 8 d-5° BEND � \ � 1i-- __ -- - ;� I � ) I i -- , 1 1 } I t » r\ 1 � ` 45• BEND � 1 '---•�—� I I � I I I� \ Al j'-,• 1 I _S -o I I 6' } ,. / \ 8 DI Water' `\.\ \. \ Il 1' II I ' - I I o , ��.�`.�` � � ,:r`-, ,- �=' `.�- � 1 i I 1 � � ,` 1°4'1MI ,` _� I New Retaining 'Nall F j l � j I w Handrail i . ' I I � � -'"�I " � \ ,� ^ I I . / I \` \ • \ \ \ i � ' - - I `r .-----. I _ _ ^ ' 1 I I 1� I I i 1 V \�., . I �`-11 Max Height—S.5 I i' • I I ,.�,, ' �1 _' �� \ 1 .� I . I 1. 1 ; J 190 J< \ °FH � \ \ \ f \ '\� oa 11 �,\ �, - /I -- -1.< l_� 11 I [ i ______.._7 � I I ( ` _' t ` t , � -_J_, � � 1 "Iy , , \ . x t. } 4. �. 1 1p s _ , . . . 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I 1 I ---- \ \ \ E ) \ �4, \ -- L I •_---------_ - _ - j ��i1 I ,� � � -1•`'' l } �.}� I � I }\ I i/ \ \ \ \ \ 2-STORY-• � \ , _ / \ r - __ _�- -.__ � _..-..4_� Ex zzi I \ __-----'---- - -- -- -- �--------- } l } * '., I } `� I -,-- I m .. r } ` ' \ \ 11,232 SF/FL \ \ - — i ", I \ I I I ,. �� � I I ; rr I I � \ \ , \ \ I' } ,, } \ 22,460 SF \.,��, . \ \ II ",! I �,zl ;-- I ; �..1 IJ I �,�r ,`I�11 }I a ; 1 -�. \ \ ,, GFE=388.00\—'r- I /�' jj \ l _ I •,_l I j- ,. ��'(- 1 I I I 1 :11 I \ \ � •_ _ , ! - FFE=398.00 \ \ _ 1 I• 'f \ ,I I I I J' ,,, • I I I �:, 1 I I Va \ \. \ _. '11�^, / \ . II I I ► *., I ! "I, I I } - � l', ._ I I 1 ' ' � \ �� \ { \ \, I � •.,, \ /' \ /" .� \ � i . I \ \ I } I i..' I I } ,, 1 ` I � �i � o \ I \ \l \ �. \ ..., \ / ~ R- _ __ — -- \ ---- ---_ r- _ I w \ N 'WR":. � Ir I A , � . . . . . �' 1. �., : I P N O'. . .Fla I. vCG ... . OiQ'i ...... 0 Q 001 N O 0 �'+ co I � '__1 -i rn 1 �. 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