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Home My WebLink AboutSDP202000029 Plan - Approved Major Amendment, Final Site Plan 2021-05-20�iIUNATUKE PANEL SDP 202000029 A L—j 1 16/1 APPROVALS DATE MAJOR SITE PLAN AMENDMENT FOR DEPARTMENT OF COMMUNITY DEVELOPMENT A 11 W Zrz __j af < PLANNER/ZONING 'K OLEN MILLS LIGHT tNDUST7'IAL 'E"Al', -------------------------- ------- ------------------- TMP 77-4OC2 VjV A --------------- -4 -R 1�� public sewer ENGINEER TAX MAP 77 PARCEL 4n DB 3155-18 Refer to Sheets INSPECTIONS SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA AA ZONE: LI ------ USE. DRY 0 "'.'y ST60ST 0) pup DEPARTMENT OF FIRE RESCUE 1-4 z (60 r__T --- T 0 C\2 18.17,44 0 VIRGINIA DEPARTMENT OF TRANSPORTATIO'd 1 The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. C-200 CLEANERS C — 10 1 Purpose of This Amendment 276.61' .", " 1�1 P4 The Intersection of Ford Road and Moores Creek Lane has not been revised. co C-202 ALBEMARLE COUNTY SERVICE AUTHORIT Y 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. New easements C-204 PARTNER 0 ST10"MONT were recorded in DB PC E 14 M z —206 66 Al C EX MH-3 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on ---------- 0 2� ---------- C-401 and C-402 for reference purposes only. z �4 / J 44, LILL I I 1 1-1— --------- CO J, CHARLOTTESVILLE TMP 56-87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON WB 2013-163 LIP FOS —MINI M, VOS I IUM 0 17ZOO-1 -------- ............... TMP 77-40 C MARTUC LLC ---------- D,B. 3847, Pg. 332 ZONE: LI USE: DIST. MCI-M -(�4 WAREHOUSE Tc in p-,327.10' v. nw310.90 PO kP _j co_ _S--5?4&i54" E -------------------- 46.0o' 57 1 11 '0354 1-05 AA 162.00, LEGEND D13 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 SCIC STORMWATER CONVEYANCE CHANNEL WP WALLPACK --- ULD --- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS EXISTING TREES TO BE REMOVED VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT PARCEL OVERVIEW �—1 OV 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 CHORDLENGTH 01 58.94 1 408.40' 8*16'07" S 21'39'54" W 58.89' C2 123.70' 408.40' 17021'14" S 09028'05" W 123.22' C3 441.06 1 365.26' 69*11'08" N 34'45'24" W 414.73' r M13-11H 03 -MH- Cl 3.�03 M 2 'j64' Im In TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT tsj ---- ---------- TMP 77-40A RIVANNA WATER SEWER AUTHORITY DB 565-288 DB 331-554, PLAT ------------------ ZONE: LI USE. ,YACANT TMP77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE. VACANT --------- 9.20 Q; In-308 79 04 In-305.79 W-308.69, Submittal Type Reviewed and Approved by the Com De elopment Department Date -107 File# SITE DA TA SITE PLAN NUMBER: SDP201 600076, SDP201 800065 ZMA NUMBER: ZMA201800017 WPO PLAN NUMBER: WP0201600072 LEGAL REFERENCE: TM 77, PARCEL 40B 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, D13 2797-29, DB 2797-623, D13 1751-156, DB 900-440, D8 274-70 D8 5198-30, DB 5198-45, DB 5177-1 OWNERAPPLICANT: ELEMENTAL ECOTECH, INC. 809 BOLLING AVE, UNIT C CHARLOTTESVILLE, VA 22902 MAGISTERIAL DISTRICT: SCOTTSVILLE ZONING DISTRICT:, Ll — 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. 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 BEGIN&I.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. 0 0 0) CN�2 0 ':j 8 0 4:1 N 20 z > > q M E- ��Oz 0 ZC) 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 CD CD C? 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 C\2 C\2 C'2 C\2 CID r— CD M C\2 C\2 PRESERVED SLOPES C;p C\2 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 OTHER VIABLE OPTION TO ROUTE THE RUN—OFF TO MOORES CREEK, WHICH IS WHERE THE RUN—OFF CURRENTLY FLOWS. E- 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 U) co E- z M E— z M E— z co E— z CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. W �4 �4 �Q 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 0 0 OTHER VIABLE OPTION TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER C) C) SIDE OF MOORES CREEK LANE. E— E- E— E- z �D z �D z �D z �D C) (D CD 0 0 z co C� SHEET INDEX FOR SDP202000029 C-100 ......... COVERSHEET C-101 ........ EXISTING CONDITIONS & DEMOLITION PLAN C-102 ........ EXISTING CONDITIONS & DEMOLITION PLAN C-200 ........ SITE PLAN C-201 ........ SITE PLAN C-202 ........ GRADING PLAN SHEET INDEX FOR SDP201800065 C-203 ........ GRADING PLAN C-204 UTILITY PLAN C-100 ......... COVERSf fEET (AMENDED) ........ C-205 ........ UTILITY PLAN C-101 ........ C-200 ........ EXfSTfNG 60NDfTfONS & DEMOLITION PLAN (AMENDED) SITE PLAN (AMENDED) C-206 ........ LANDSCAPE PLAN C-201 ........ GRADING Ph (AMENDED) C-207 ........ LANDSCAPEPLAN C-202 ........ UT-ffifTY PEA (AMENDED) C-300 ........ STORM SEWER DRAINAGE AREAS C-203 ........ LANDSeAPE PhAii (AMENDED) C-300 ........ C-301 11L E S &Z DR UTILITY PROOF 4AGE GAL61JEATIONS (AMENDED) r r�j HiLl TV' D, IETAHS (AMENDED) C-301 ........ STORM PROFILES & DRAINAGE CALCULATIONS hb C-302 ........ UTILITY PROFILES ........ C-302 ........ ROAD PEM4 & PROFfhE, SfTE DET-AfES (AMENDED) ��MENDED) C-303 ........ UTILITY DETAILS C-400 ........ EASENIPff PLAT C-304 ........ ROAD PLAN, TYPICAL SECTIONS, & TRUCK ROUTINGS C-401 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN .07 C-305 ........ ROAD PROFILES & SIGHT DISTANCE C-402 ......... C-403 ......... APPROVED SITE DISTANCE PROFILE LIGHTING PLAN C-306 ........ SITE DETAILS 46. 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 PLAN FOR ZMA 201800017 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 1 66.7% Tota 1 1 612,528 100. 0% 612,528 1 100.0% SHEET INDEX FOR SDP201600076 SPI ......... e0VERSHEET (AMENDED) SP2 ........ NOTES &DETAILS (ANIENDED) SP3 ........ EXISTING 60NDITIONS/DENIE) PhAi4 (AIMENDED) SP4 ........ LAYE) UT Ph (AMENDED) SP5 ........ GRADf?46 Ph (AMENDED) SP6 ....... LANDseAPE PbAii (AMENDED) SP7 ........ LIGHTING P! (AMENDED) SP8 ........ SIGHT DISTANCE PROFILES SP9 ........ ROAD PROF! (AMENDED) SPIO ....... �hATER+Rffi PROFILES (AMENDED) SP11 ...... SMiITARY SE'A'" "I"fLES (AMENDED) SP 12 ....... STORAI SEWER PROFfLES & 6ALISULATf (AMENDED) SP 13 ...... STORAI SEWER PROFILES (AMENDED) SP 14 ..... DETAILS (AMENDED) SP 15 .... DETAthS (AMENDED) SP 16 ..... ACSA DETAIL (AMENDED) SP 17 .... 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I \ , I y 1 . ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS / - - "No ----- ---� > �- -f ' -7=, - --:-� - _':� - -;� -- - / 51 - - -- - F -';�� -1 :::��- -1 ' - --- ,- r_�'- - --A(�'- -- — - -- �-- - =-i- � �� -- -'-(� �-� --I-- '-'� -, \ 0 - 'ICY � --- - -<( � ,�-' VT -'---�!-�' I f ::��64: < _-.::�- � 0'\ , i , - - 7�F� . - ;40 - -V-:.- --UT :�� f- '��- ---�'-, - - -�� - - - I I "� <1 1, Q�I 0 �'� - , "- ---"-- -:---:��l -- ' '_1 - I 0 ""j �I . , -0- \ \ 'I - -- - --�2� :: -:7-1::��:::- ';�! - ��'T - - I , -�' � IV / "I TREES. I ��'-' '5 -�<' -� '4� 11:T I", I - �11\ -� - - - � , -- -- --' '��'Jl - 1-1 I , I- � SITE M , \ � -, �,�F -:----- -� - - --- >-, -\ -U � i,-- \ / 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON - '- - I ---- "i 0 N < Z 1. -- �- ' - "I" j I 1, --i I C-) ' ' I \� � I I 1/ 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS 00 -- - - �11 --- -- " � --- < -Ij <- " - �' \ - \ re -�: -,��' 5 ,r , —<,--, --;�--� j - --1 � I 0�0-_ t ::�� ------�- �- -- "r--�� -<Iil --�7- �"' ,,,-,-' - " -- , .... �� / ROM PUBLIC VIEW. \ \ -- - \ - , f-Q __,�i::�- � 'j- -- - "'j, '��'- - ,---7 \ - -��- ,,, - - -': --- " --- -,,---I - - - \ D- 1-1 111��'- "�'7- , -i---::- �-' � I 1-1 - -- I - I ::---;� '�-1 --- -'�"'+ - " I --1 I , --< � lo� -- � -F-T' - ' "'�' 1-1 \ I -j-.11 I I / - PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE V.1 - - ,j � - , � ' ---- J-" \ - -- '�x -q --� -- - ----�;'I- - . ' � - --- I '�. C - -<� I I -- -,----- - � --- - ' 11--j I - , � - -- � <�', - - I '-I 11 Q - <� 1 7�" ---- GROUND COVER (NOT GRASS), --- - - -- "- -� - \ : I , 00 �1 ,,'I , \ I 1� i\ \ '-'--�- -'<-;� -- -� -- " - -- "'! <1- 11 ��"'Y , I ----!� - 3;1:� , I '�� - - . �� -, -- - , ---'� - -1-4 - I , \ ----- . - -, - -'j, - " -- . -r - - " - 1-1 - - I I- -� \ ix I - 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. -- -- "'F I I -��' 71 -,'I, - -1 - /I'-- I I I ' ":�� 7 k�0 I -� - - -- ,,,,I -- -.1 '4- .� - - '�� - 't "-'� I �! \ 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING ---, - � -- --� -- �11- - - - ,-'!I ,--I -Z�-" ---i IN111111111111111110P I 'j �- --r --- <"-:1 -- -'--� '\1 I '�� ----�--7 -000-M - - -1 %-T -- -r< -- - '�', li 2 -:Z:� \ " ------,--- THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. (-� I-- �- 11 � - - , -;-- �" I -- � - ---,--,,L- — ---�� - L ' ��jl -� . I Z ! I I I I '-� -��711 - - I I - --'� I - -- . --,, -, I -- � N � Int"i \ iar i, 4 �' - - - I — I I I � � - — — -� 'I-- � — - '11, . , 'v , if I I I I \ VVI IL-11 lNL-',,I-,))/-\1\ I . l\LF LtAk,I-1VIL-IN I IVI/-\ I L.F\IML ,Dr-IMLL �,UIVIr'L I VVI I r"I I nc- r IINML 31 1 r- ----, — '�- — ;��I I-- ---- 10vy\- -� "'�' 1---1 - . � / <I-- ' _-, �� " ,-- -, --- ",J' "- , -;',�j "Iff — — — — , � 6S 1 1 , \ I - '- - !�� . �"'T � 0 1 " � _-1 - - 'FgT13MENT \,� � " , -- � — , I DSCAPE PLAN. i.-4 F if 111hil - ;��-11 "� - - -- a 1, I '�' � 1 � "'! \ \ --T�' -- / STE I I - - "I, \ � - I � , ,-- 14- --�- - -- - -'��j 1 J.-4 C) I/ //!j'y \,.\ .'r �-' - ' -�----�' --- - A�I%Ay ,SS r, �- - I.IX --,---- - 4 �- I Q- -- I -- -��--� 11 o-� \ �I -- � 11 I If 7. EXISTING CANO )Y AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'- 1 5' - Q.., C\2 -4 I \--.-/ Pj�l 'I :. ' - B"- - --- -- 'New Retaining Wall E -- -- I ------,Jos -I---,-- -, 905 � I \ M \ Ill -� -- 0 - � , J, '- - -,(35 - �- -" \\ il- AU"" - 3 Y'u �\- - - e 'e " -- -- SPACING AND 30'-40' HEIGHT. I - Bj'jjW -- \- 4 1 11 I I-, I I Q--, * V., C@ �� ":� gy'l -.- -- I . ' 1 --W/Handrall � -,,Jl --- -- '�- '\'�c ' � � 11 1� 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicurn rigidulum) (-� :�-;--�� - � <\1 �� - - FILT 13\ 67 5 -- .,, 3 -- . - I I 11 -----i �� ' I- " 4 U 15' .,- < ; ,- , - - 1", \ 1.-� 0 U ---hi I - - ----� 11 '-� I -� V- ." Max Height=22' 1-4-� - - � � ' I ) q I I 11 11 , Ul ..!� I �� .- --- - - - - -] 66' 1) - - --� - �--� �'-'5��'- - 5�'�- I--.--. --- I - -, - - 11��= N CQ �-- - .;r -� - -- . -. , ';--'j S�N�'A- - --'� -- '�� I - -,- � ��: :-�>. --- . J /it., --- - . Iii".11 - '_1 -, ----� . - - ��j � ---1 - . --[1-- --------------- '::�� . -I -- I '�- -- -- �'< Z U - �-6 -�-- -'-� -- I tie �f- uct re 11 " I I - - - 4t ----- --- ' -��-:-- 5� 6 11 �'. -- I -- 'I - 11 Total F Y, J 4 -:4 1�ii'l 6' - -- - . --A . --1 "I ,I -� ,- u -- I �- 4 -'�'�< � --1 r'j / / / I ----. 'anop --I C-� �> r �-`l - -- ----�- -1 -'--;:�i' I -1 , -- -><:'-�Refe to WPO -612 --e �' . .. I '�' , -- - - r - -- I "'/ I I i e ght Size/ Cal. � y �-i U > co Q \ - -- -::::�7��-' - � -- -, 1, �'� -�--' ) < 'f ". 'i I Key Quantity Botanical name Common Nam Planting Hei , - il�,V - - '---;Iy�- I - - � �-- .. I- 3 b - - ",I �' / —.---- 11, Canopy - - - - I,!'- '- -: � �':: - - - � _-; �1�1 I I I- I - -� --4 1 r., -'-3 �D 91 'T F4 --:,-.; 1-1 I , , , . - 11 ,,, 1, I ( -1 'i � � f I - -a - ----- --� Slope greater - t I hal, �` , 111<j, '-�' ` / � - P A I--- �� C-� U) rp4- P - - M 1 --:,:, . .� I �� j I I .' SHADETREES [-,) !!!I! ... A��' -----" -�- '-� � "'-�5�" - I I <I-- E� l,"I / 11 - --- 4 F4 ,-� Mii i - - --�-----�.-�`-. :-�� "'-t7 - '��' , , . 1 I , I - -, - ��"' -- I -[�-!Jq I �' . ',l --I I scope Note 8 1� "�<' I Z �' . . * J-i &- - "� _-'�� -��'-::� -- ->� I -<� I 1;1-1, '-� '- "' i ;df-I I - - � 11� . I .1 i ---Z- - - - .. I If 1 3/ �" 195 390 r �j �� 0 1 " 1%1� ��Ijlhfjl I I I �' - � - --."-:��'-- ,� �- - - --- 11 I --,,--,, ----- 1 -- ,,-,- -- - I", `- I . I Jil�' 111. I � i I /11 " - - - --------I i AS 2 Acer saccharurn SugarMaple ill '� r4 J.I 11� - - :-:�- '.�� - -�---' I -�-I'- - \ ,11 �4 �� J!!il I \ 4-- cl�"- 1 -- I>-- .-- ". I , "4 - -- 1 4 , �"<- f , 11 % - . .- - I '14 ,,, <� I j I �' I : N QP 2 Quercus palustris Pin Oak ill 1 3/4" 370 740 4 Q-, I:r. Z ) -� - "I, -:�'�6�'- -'� - i :-��-- ___-T-<�-' -- -,- ' --f � �- <,-'I - -- "I er " I I C, E �-��' I -- --T><� -- I -- -'�- - �- j �' � I , I ��' .- '�-'-� I 11� - - It I ------------ 7 ---- -, f:L, -:� Q-1 , . 6;�.' * - '�< �-�." --- --� I --", - - I I ;� �� P-� �01111! --A � < -� - T -1 Ill �11 11 I I � - --�-�.' -- I r I ,,,I -<� �' -- I - .f ' ' -111 I I ( (I #Ll -:blbw 1 4 -�-'-J- ----, - -��- I - , 1-1 -1 � -� -- - .1 /11 1 -------.-------4 1 1 \ LT 6 Liriodendron tulipifera Tulip Poplar 12' 1 3/4" 387 2,322 .. ' � - � - I- i - " I -, I .1 ' � � V I I �;' �?' 0 U -:F --- --- -:� ->,! 1--" �' I I 1� "I , " � I -1 �<' --��'r <�? I.',� " I \ 151 1 #'4� �;-" .- -� � I �- � ---� I --'�� 1� "I '� - . - , j / ", I I,< -I � Z -- -- 1< '-� I '>' >- I 1 P4 t '- 11j'j,ij -�r--- - - \ I'<- I -- ,-- K� �;---- �� -r,- >-,\ '-:>-;- - 1-� "' �' I -- ,- I -�- ,- -'j 1<-i \ i I II/ �i*jl; I 1� - '—I"" —"" — — -7Chinese Holly I ' � ', -,- .' / . -- 1-- ,I 1-" --� '- �' - , - I . 1� // - I IC 1 28 � ilex Cornuta 18" ht. min ji I / " '/ � \ I -- -1 lx- '- "�"-- ,-- --,r -� - -- , Z . � I I I I* . ", -� I . ,- I ' -1 , I'll I I - I 1--' --- '�' 1 5�:' --- �<- �- - I '- <e k Z ....... ----..,----4 \ I I 1 I.-4 �?" : I-- , �)�- - 1-11 I ��- - 'i, i I _ , / , ' � , , -� 14 1 1 - -<--,-jI � I `\ I I I ��, — �� "'�� , '- �' , � - I/ I k - I - � -�' -- I -- --- � -,--, 5- >< --1 _,--'! -,-- " "- < I i I ill 11iii'l ""v / I --1 ;��' I , 5:,- - 1� �- I Canopy Grand Total 3,452 1 , 1--1 - --- '�' 1 --, i - '- , I ,-- -- -11�7� 1`1 I--- 11 j- J ii-I i '�'� t �- '�--' --, / "-"' � . \I----------------- - � ---- . �� C-� . . i / TD I I 'X" --,, I . '�' I-, ' ' I -- I .-- 1-1 I --� — .It.. /I X" --I -� -- I --,, - I - -- -1 -0s"'ll I I ---, X --j ,-" "�� ----, --- -------- I I I i , I-- " 5'5�1- __-- --,I '-� "" L�-'-- � ---fl >-,it Z I I , I --I --"-� r ', 1-1 " -,- "-1 1, ; ', " I 1 � * -, / I / -X I ---,-- �- I "I,,-,-- ", '- 1 _A � I � � I I I / I / t-1 - I I -� "I A Z / I A LATIONS 1�4 -�' i� I / I "N I , -1 �" '-, -�' f- -'-� . �<�' '� -,><,-, -13'5' "'.7 � - -� I I �" / -,- I '-� - I W110 j'iij11 �' /I - 1� I \ C- Q I ". . -�' / I " X '- k-' -- , '5�� - � I I-- - -- -,--' - I -�'--" �' - -, I --,,,I 8 F-----"'--- I I , , <�-: , I Z , -, ,,- - 11�11 -14 -'�- - 11 � \ '1)lil I / I" " _.� � - I / , A I/ 1, "^" I-, I '�' '-T, -� ? � �- ---, I � '_1 I "- "' �" I I I 1 "� i I,- --, , -, I I -------..--- III ' � -� - I /- -'�>e -��' �' i-� I . �- ,-" �' I --- '� �' - �/ / I '�� I �' �'�l —<` -<, I '� I , , foill I 1, -� , / ) "'-� 1-1 -1 !-I, �- �- -I"'<,- -1 - ->< '-� 111 -� � --�' INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) , tK /� I-- I i I � -, I - � , � " �r-' - I \ \ I "'y , I I" �' '� � — I I Jk Ill" I r - � I '- ,,-I '-1 ,,, '- I �- �>� - I -- I 1, I \ ,I I TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF - / Q'� ';�-- '�- -�-�'-� I :��-- -1-1 '-� 1 -- :: :,I,< -4 -- -- -- -�" . ------.-.---.- I I " I �' ' I i lifl-I I /-11" , �-' I I ,,- -, �� 11 � - '' " 'X/ 'I, I \1 - - - -�- -I;N 11 r-QZ I/ /I / � - "'�' J.-I I . ' I �1- I i - - �'� ii I ", r I - -'�� I --- � -,� I '-� , '-�- 1, I ') I--- ----------- -1 I I .. rf I , $ 1-1 I/,-- j ', , I '';i� - -T I'll .-I �- -I,- I I ! 11 11 / I t" '�- "I �' '- -�-( 1 '�' -- " -- -�� Z I i IHEE CANOPY PROVIDED: � 1-1 i � -k 'Il I fl7ew Ret-a g Wall D - I I I i 11 1; I - ,-r . "I I inin (R I � I "" I -" 1� Ilk 1, '--�.-�-- -� �11' "Ill I-/'- ' 15 1 1 1 1 1 1 EXISTING TREE CANOPY "A" = 221,120 SF (SEE DETAIL 10/C-306) 1-1 !I " �;I 'I, I " .1 I l, I --1 � I ]I , � I -- " � w/Guardrail '\ 11-� I r-4 I . il - � ; I '�' - I I - [ ,,-- -r-Max-1deight=5' I �"' 11 %. �� I -------,] I --- ----,-- I I 1 1 ' -� ------- I I I p" "� I I - � \ i A 'i II, - I I [ I I I ' � �"' ( � y— I - I 11 �' 90. --- I . ' I I I � ' " U I I ------ I I I 11EXISTING TREE CANOPY 'A" CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT � I i i � 'I "I Z ---,'-\ I i I I I - - �- I I I I - A, �Q �) LID jg"� Q,LQ Ill" ' ' - \ 1-11 I � I I I 2 I I -1,11,1-- 11, I .,A "" ' ' I I I I � 115-15' SPACING AND 30'-40' HEIGHT, IIr" 1 --------7- - I I 11 — Jll - '�' <\ 2-STORY i I ... � ........ -- -- I . i I I . I 9 - I I k" I "-f.- \ ,,,I i E, I! I I k I .- - B BT X ' ' I , "i i \ L- I I I Pi I I [ '''i \ \ � 'i � I � - �' I 3,0,00-'SF/FL i I---- - -- - -- -I --- 1 14 --'� 1i "I, � 'I, i -----A(30 EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SIF �141 I11- "", 1 A,-- Ii, I 'I I � � \ 'i - - I ----.-, ------A- -.--- - I !I Q4 �� lk� I, `J � � � I . "' - -- 6,000 SF --- , I , 1111 �l ,-,j, -11, \ 'I � 'I � �- I s !== -- c6 Q4 ! ii! �l ,i, 1 1 i 'i 'I 'i ", Ii � . \ -" I �' FFE=394.0 I --�� -=A --- - I � , I I = 3,452 SF I-) ! I ' 11 "-�% I I � II, � ii � ii � � Ii I � -9 IF II . I I . I , �"' '-� EX 23 1 1 � ' , � I � I "I t � 1i 7:z: - "I N Z I I / 11 �� C-) Will I � I I '- I . . ........ — �I I I � i. I \ -,.,\, I I `Ii � � � � ,i � � I 'I I I -� I . . �. . . .. I I I TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK - -44 VI\ � - I \ \ 3 . . N I . �' �� : 4 I I � . 2q 111ilil --0 \ � ii ii � � ti � � I '�' ��j \ : 4 . . . . . . I I I I . " A� 11�1 / . �'/ .. I � . ��K 111 I � Ii � I '�) \\ � �1 � � . 4 4, b� . I . I 1A '� E I --�l , . , \1-j I If " .�!!!illl \ "I I \ . I l!!N11 � -\ I 'i � � � � ,i@ � � 'i I .. I . \� I --1 10�?. Is � Existing Industrial Building ----- - ..... - I I I '� '�� i!!i Ili ' � \� lli�.! I\ �, � 'i . '\ \ " \ \ I I 1 IPARKING LOT TREE REQUIREMENTS � j,IJ � 'I, li CD 11 1� `�' 7- ly L- - 7--= Existing ( I � I 'I -4- 1 . I I liij�l I / I \ I < 9 I 11 111i., `J --\, I \ 1\ I � \\ I I -Zk'v� =-�'%' I 1 \'�'� \ ' � � )I 'J ii li 5,�00 si� � 'I Ii I .� \ i \ Asphalt — --- -- I � i . I � I It I 11ii II I I I I I !!i . - I ", It � � li � FFE7393.50 � � 'i I, � WMI . I & \ I - ---.- =�-'J' �i` I 95 SPACES PROVIDED 5 !i1ill � �I \ '---I,"' I -ri ", It � � . . j �� I -- Parking I I I ��rl � � \ �-- � �- - - -- - TREES REQUIRED = 95 / 10 = 9.5 1kill I ' 'J � � I "i 'i \ \\\ .-----..----/, I I i.11 - 'i I \ "-�-' I ii 'i � II 'i � ii i i, i I i 3 \ � i� i . hill I iI I i '1�1 "I 'I - I 'I � 'I � 'i . , \ I I \ I i \ / I I I I Iii! I � ---� � ,I i I 'I � � � � 'i 'i � 'i � C).. \1 \ � I I I 'I A I lifl! I I 'i � � I li N' '\ \ I -- -.- - /-] I L I I �l � L-- J'� � 'i, I, iI � "i 'i I � \ . - . I i L, = = - .-- :=- =, . ==- �� - ) ---- LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: - �' I I . - . — " ------ I - 1-1 "I 'i, N" \ \ 1 1 IF- I I— 11 I ', I 11 I � ,-' � 1 ", - ' � A �� \ \ .. I it I 1 ( I Iii! � 11-"Q1 ', '. - - \ \ '\ '�5'\ P\ li � � i - 'i � � N. * ...L- I - Ni! i \1 � � �j � " 'I 'I- I � � (5, � ,I �� . \\- \ - ' / I I I PROPOSED PARKING AREA: 61,255 SF I! '�� I I I � � � -' � 1, - li iiii -"' I � \ V- \ . I I - �- " � - 1�1 I \ I � I � ' \ '� � it 'I � 'i � � 'i � . \ ? .-- -�=. i== " � I � . I � ,A 'I � . - I � , .... 111! I II I, 'J Ii 'i, � ,I '0 )I �\"\ --_ -- I I New Retaining Wall F i I I ,I 1 EQUIRED: 61,255 * 0.5 = 3063 SF tiii, I-,- I " V I - - I i ,<\ '. 1i i� � X � \ 1 "i, �' W'M It / , I loi 1 r, V "A I I '. I JL I "'C \� \ / -404 w/Handrail I I I I I I VIDED: 1, . I � . �' I IM \\\\ , \ \ \ \ I I !I '� - f I \ " " I .1 - ' I . ..... \ I 11 I I Ii " \�-"' \ I �'� I I =01 'I ' --, Max Height=8.5' ? � \�' Z 1 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK 1!!i I, A,- ' I- ,- . i /I 'j - Iii! 1 I I, 11.1 i!i, It" -11". I , L ' ' :' 1% i � \ \\ . -- . — I .N , \ . --'�' I - I � � I "'� 1;�! 1 1 -��' , , \1 \ � \ I�' i '�-' � 11 � � � \ � \ \ \ \ \ . \ . I 1 -'�'N'-"�'\;-C'.' L '_7 'I J -I- �� STREET TREES: i �-- \ ' V - 'i � , �' I � 'I I K. \ \ \ \ I 1i � I/ 1!1 lil I I ; I --'!�--'\ , """ I --r j "I" i I \ N \ ' i ------ -.-- I " TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO j!.1 , I ) � � I 'i '�'J�" ,--- � it I,--, \ 1\ I i 111 IV . / � . -\ - ". - .. I \� I Ili! I I i \ i )i . . 'I, / .. .. I \ \ 1111 11 � - , -- / � "' \ \ � '--� � i "II I I .. . I . I " . � . ' 1� 1. J\ I I / ---- PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW 1 1 '>-',--I Ili \ " , . I . . I od . -N I . A. . , � . .' I ( ---\ n � I ,!!i . I �'.-'� � ! c "� 'I ii I � "I ' . ,'\ . . . ., , . - , I I �� STREET TREES WHERE POSSIBLE. 1!!i, I 1 � '� I .1 A I'-- 11 D 11 �'\ ': I '\� 4 4 'i. \ 1111 I I \' I I -� 1"WM � . � 1 ), - ,,: , I Mi, V�'.' , I JIJI ,,, , �� -7- \ � 1\ . i 11 \ \\ / I -" I I � I ' - I I .1 , ,----/ I 1 1 � r � I II � , " I;' � . ' N, \1 '-N I f / pi ,- ! , �' 1 1 . I -1 \ \ I I il \- I ill I � 1 � � I \ / '� � I - . I . 'I, I '� �1 �" . , I k , I 11 RETAINING WA --'fll 't I � �'- � 'i I W ... .� . r Jul I ul Ig \ I I [ EX CONC Pli 1 1 � 1� --�"" 'I 11 I, "'-i *1 -, `1I 1'� � , - . 11 � . 'I �' Area H / -'] . L � ---- ' 11' � � \ \ \ \\1 \ \ . . N -- ' ---- i \ --I il � ', - 'i, \ \ \\ \--\,\ '\ N NI-4- >'� . \ TW=403.1 !Ili! � �--" '� Ir ,' � � � 461 � I '�- \ ii i I I "-, I �'�- I 'I - .... 'i, � 1 747 SF � "', li I \ �'N' J� ' \ \ / \ i . I ", I .. . . . - � 1!!! I 1 � - 'I IJI ii � �111 (/�' �. '1 � I � 'd LEGEND \ ��t""' , -- I I I I - I\ \\ � I I - D, \ - : I4, I ! / li 14, / -/ \ I 1 PR�SERVED SLOPES PER GIS !�;! 11 � I ""'A , I, I � iI, I I "-"� I I 'I I Iii . \ � \ \ � \ \ "', I il / DB DEED BOOK ill: I I" �� . I -� \11 \ 1-1 \r I: I L PG PAGE � I � " . �� \' g � N \ �\ '_1 I - I 1 I I I I I . NNI'N, , I - iL - -- ---- ------- � - - - F- -Y] MA.NAYED SLOPES PER GIS "-fl,", ':�!j I I ,,, i I . . ' \ J& VCJ-' ) � - i I I � ... I I �' I 'r, . . j \ ' 1\ \ N N � "I -- - \ i , r _T N; I k �' N,- '� I V"-�----r I I -'�-" I i � 'I � ... / .... R, 1-1 \-�' \ --_ N � . FH FIRE HYDRANT - � U � 'N, '-, "'�\ � 402, I \ ill; I ) ", � 00 I 1\ Illi I f - \ !� it ��-' i I I r�-4 X 1�1-' I 1� I ' - - WV WATER VALVE i I ),A IJ ��'--' I k I � -�- - "-� 111',' I � Irv,-, i /� - 11 -1 \ \� �--\! \ - � ----- I - J � F IF 4 EXISTING TREES TO BE REMOVED ;M ' "-�' 'i I I 1, T I I ,- i lk'�i . ' 'it I \ .... / 1 � \ \ 2-ST00- - � .. N � ...] I L---,----------.T- - -' -- EX 22 1 - WM WATER METER �"'. I "t- II I I I I -J \ k - -/ \ ,-,V-- ------------"--I I " � FFE FINISHED FLOOR ELEVATION I I � I �' � � i 11'-� I 1 1 I ; V \ \ t- It \ 11,232 SF/FL \1 \ \ N� . . I I VARIABLE WIDTH FOREST AND i I , '� I r , I � \ I I I I i ! I I \ I UFE UPPER FINISHED FLOOR ELEVATION - I �n' 1 22,460 SF \ '--�' \ I i , \ \ , � �'P'95i OPEN SPACE EASEMENT 1 I I -L . ---L-�--\ 1� N I I I -- . " � 11 �"K ,--,,., "I -v"11' I I ,I- - - \ \1 --1 ---� GFE=388.00 - � 0 1 !!., I I � � � 1, li \ \ \ I . ", ! I !i � I I � I � -1-1 -�' V I \ \ - \ � �\ I BSL BUILDING SETBACK LINE �' I , � I 1 , I I "" �111 'i I �A .\I � -� ", ' I '�' r I -i . \ PSL PARKING SET13ACK LINE 11 I , I \ '\ --- '_1 ---'-,- 1�1 FFE=398.00 \ \ �� ; I D \ PP POWER POLE �Ij I : . 'I"'- , �' ��' lit I `-, � '�" z I ii! 1 1 1--�� I '� I ,1 Ii 1�1 1� , I I \1 -1 � � I i I I I ", ; li I \ \ --� � \\ . N i I .. I I , � r �� \ 'I-, � / \ \ SCIC STORMWATER CONVEYANCE CHANNEL 1114 I � I i, 1 � r, "", --" I I �-�' � 1 1 `--� 1-1 � I !!jl "I I I i �'-�' I A--` I \ ^ 1-1 \ I I . I WP WALLPACK 1 1 1 .� I , I " Ii 1 � -- I -, "I -� \ I \ \ 'I-, I—, �' �11 \ / -� / \ � . . N I [i 1 1 . \ !!i I I I- � - 'd """ I �'!� � I ,I --,: 1. � \ \ ,---, 'N, \ -- - - - - --1 /- '_1 '-� \ ---- F-- =:, I Ld \ --- ULD --- ULTIMATE LIMITS OF DISTURBANCE 11 I � .. \ ---- i I I i � I ill ,' I C �1 . \ -- \ \ - � \ N LI L'I I I \ --- TP ---- TREE PROTECTION FENCING !i I iii � I - I It � 1 N"' Retaining Wal I \ ;�;l �W __---Planting 1-1 11-1 I—, 1-1 -1/ --- -- (- 11 ' i— ---'-----' I U \ ,4, ew -1 .!!i I . "-�"�'l 11 i Area G "-I - \ \ I . 3F --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT !!i I "-1 V, ,-r � � I' w/Handrail � * ' \ \ \ - � '--1 '--1 'I-, -- '/ \ 1) '.(?. '. .--400--- --- \ - - - - - - D Ill IJI '.' � �'� I < 200 SF 1,' - - - . FH FIRE HYDRANT � I l' t' I Ii I Max Hqight=15' � I -- V\ . - - .. "'[ , " . \ 'I-, 1 \ !;I -- I - � . " I - \ '-� 1-- if 1 'f I I '�u ""' � Planting \ \ I-- -� \ \ \ - - - - . WM WATER METER I :I -1, ti � V-�- -�-"'- 11 1i Irl � , 'A'-, I \ � \\ I--, �' -- . IL - - . 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In= !ffv In=308.79 /Al 30" Inv Out=308.69' 0 0 0 Cv2 Cv2 Cv2 C\2 I r. _ -- LANDSCAPE PLAN LEGEND: av 0._ / ` \ \ I \ \ \ �/ Ems+ AS - ACER SACCHARUM LANDSCAPE CALCULATIONS r / \ \ \' \ \ TA FH FLOOD HAZARD <p I / / , co V2 Cn OVERLAY DISTRICT / I H H H Ecri � INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) i 1 ;/``, �\ \ f \ ` • \ , / \ ) /' / / ; w w w w w QP QUERCUS PALUSTRIS /TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF TREE CANOPY PROVIDED: \`ti \! \ \ I Y LT LIRIODENDRON TULIPIFERA EXISTING TREE CANOPY A = 221,120 SF \ \ / / / z z z z TP 0 0 00 EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF Q __---TP ® IC - ILEX CORNUTA PROPOSED CANOPY = 3,452 SF __---TP -TP TP` �'c \`� �,\T TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK �- -TP -�TP' • \ j `, \ �� \ A Vim~ , / / /�I / f f / / / o TP LANDSCAPE NOTES: SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY W. P-----TP \�`` `' , \ \` TA\ // Q / j` �� ;l 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUSPARKING LOT TREE REQUIREMENTS 2. ALL ELOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE , ~ �~ ✓ 'Tj� f f f S.f 1 TREE PER 10 SPACES 4-, ``�•�•, ..`�., '� " �, / / � / � /j / / MUST BE SCREENED FROM PUBLIC VIEW. 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS 95 SPACES PROVIDED - \ PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE TREES REQUIRED - 95 / 10 9.5 TREES PROVIDED = 10 OK �__ _ / / GROUND COVER (NOT GRASS). \ "� "yo i i W U) 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING LANDSCAPING WITHIN PARKING AREA INDUSTRIAL. N V P M \ . � �. ... � . ,,� � � i �-_. _�" .�- 41 O THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DE ELO IENT. \ Io-� "/ �Y, 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION PROPOSED PARKING AREA: 61,255 SF BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED * _ f / I / WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN 5L PLANTING AREA REQUIRED: 61,255 0.5 3063 SF \ ,- P,' / /fo O / / / / PLANTING AREA PROVIDED: UD a "�;;. I -,. '~ - \1 �' ' APPROVED LANDSCAPE PLAN. \ I~> , ~ - `� 350+525+262+154+157+465+200+747+557=3,417 SF > 3,063 SF OK ti " 7. EXISTING CANOPY AREA A CONSISTS OF 8 -12 CALIPER DECIDUOUS TREES AT 5 -15 SPACING AND 30'-40' HEIGHT. STREET TREES: o ,`\ `I \ 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO \ \ - 40 AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6 ON CENTER. PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW ,4 E STREET TREES WHERE POSSIBLE. / ` " / .'LE4END w \ / \// DB DD BOOK �� F,F, Key Quantity Botanical name Common Name Planting Height Size /Cal. Canopy Tota Canopy SHADE TREES AS 2 Acersaccharum Sugar Maple 11' 13/4" 195 390 QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 LT 6 Liriodendron tulipifera Tulip Poplar 12' 13/4" 387 2,322 SHRUBS IC 28 Ilex Cortuna Chinese Holly 18"min. 20 560 Canopy Grand Total 4,012 EXISTING CANOPY AREA CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT / f FH PG PAGE l H W H E- L / \ " \ \ l'/ WV WAT HYDRANT 5ER VALVE -15 SPACING AND 30 -40 HEIGHT. W �'H WM WATER METER U� W PRESERVED SLOPES PER GIS o / / \ / /% / FFE FINISHED FLOOR ELEVATION G� \ UFE UPPER FINISHED FLOOR ELEVATION f� t� ` MANAGED SLOPES PER GIS " \ " 0 1 r / BSL BUILDING SETBACK LINE SHEET NO. PSL PARKING SETBACK LINE EXISTING TREES TO BE REMOVED N / \"o `� T` o ` �{ / / PP POWER POLE Co _ / \ J ' SCC STORMWATER CONVEYANCE CHANNEL -207 VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT o ,p 20 0 20 40 60 _ / / / WP WALL PACK o / e --- ULD--- ULTIMATE LIMITS OF DISTURBANCE CD SCALE: 1 "=20' `� \ --- TP ---- TREE PROTECTION FENCING . �\ --- F OD---, F,L001D HAZARD OVERLAY DISTRICT SHEET 11 01 25 LEGEND i 11 / I i I I I 11 I 't I ��,,,'' /" II I j1 \\ ��\\`\U�l I j \ I �\ \\ I `� .-- - --�_ _ "_-_-- -z=- - - _ -__-__ t - --- - ' / \ i I (III ,III i \ �\ 1 / \\ /)\\ _ _ - _ _ _- - _� --I` - --= _ , DB DEED BOOK \ � I 1 , I I :II I I \ ► \ _ - -- - \ \ /%//i I _ - - -= - - - - - _ va. _ _ PG PAGE \ I I I I I ► I i I / .•1; II I t ___- \ - - //r`�/\"__ ---- -_-- --- _-_ - =-° 4,� v I ■ _- _- FH FIRE HYDRANT \ \ 1 I I I I i I I �'' \ /' t I IiI \ �- - - ( \ - _ _ - - _ _ tiw° 4 25-':..--- _ g°, = = I � I I I I I I I I I \ I1 I i , I \ ---- _� - i- �`�II�II�II�� W V WATER VALVE I I I I I - - WM WATER iVIETER / - - �' III i I 1 - / ;I I I \ C} \ '` _ _ = " -. ` a° - �� - I t I ` r 1 \ \ \ \ FFE FINISHED FLOOR ELEVATION I I I i ! I I I i I I ;I (i I II' \ \\ \ - fi / \�_n="` I • )\ -- \ \ , , UFE UPPER FINISHED FLOOR ELEVATION I I I I I I I I - --- \ � - / I I I III i I ... \ "I 1'+� \ / _�,---=:=" 1 1 1 � ---_-- ` = I \ \ \ - BSL BUILDING SETBACK LINE I I i I I I \ .;II °'\ / 11 I I \' \ 10 I '.. = �\ ) 'I � ` � �- - ----11I'll - c ur- :-ur-- � `� __ -�- - T -_ - - -_ __ _ �'_ r __ �_ �` _ i I . i ' - \ ---- �- ..- - u \ i / ,-' ti- r PP POWER POLE I I I I - - �� _----- SCC STORM WATER CONVEYANCE CHANNEL I I I I I I 1 1 1 I I tj 1 i \ �,' 3° �a~ \\ ,' i 1 �6 I _ - _-a�-=a"" y' �+F" - - "' ' - ' r, \ - : a - �- uT urn r _ - , \ 1y o k ur_ _ `__ / \ / / I \ I I . I I I I I I ) , i^ /I r t (�'1 "\ -- -'�- - - ,'r \ _ -n°s 'r 1 l ' , ' _�67\ -'` - A-•-, tyT' BUT-9s`.r� - -�� -' .-- " p,. \ x \ \11 / 1 / / �" ' ...,\ / / f _I I... --- -- --- WP WALL PACK ) I y I I I I I ' II4 / �1 1 j \ _ \ J \ � l \ _ \ T -.G � '�� _ .,.,. __ � x /� / \ \ II \ / i --- ULD --- ULTIMATE LIMITS OF DISTURBANCE /)� I I j i' I / • : !(I / I r u' \ _ '` _- - - '1 n� \� 1 - , - \ P- ---- _ - -' '�_ � _ - _ - -.._ - _ _ A \ -a 1 L_ \ / \ ' /I _ �� - I'P TREE PROTECTION FENCING _ _ - --- ---- ////�/ /// t/: :_, ;(;�� ___ - -- _ --`" \ \ 1�, - - -/ - - -' ,,,-' .-_' -^ _ \ "� I �1 iI I/ FHOD FLOOD HAZARD OVERLAY DISTRICT / / // / / / / ,� \ / _ _ t ` - - _ . - -/ - - - - D A 3 4 _ - I- \ 11 I / ;;'/ ' , /' //! ^ \rn \ I \\ � �/D_ ,\�, -- / : :: -� / - / - _ - _', - - - _ _" - 1 16 A c � \ `\ \ ` ; r- ; I ------ __ _ ~ - , \ PRESERVED SLOPES PER GIS / /� / I I wu I \ \ \ -- -- -- ---- \ / --. 1//// i J/ / _ -' ~l- 'GAT - ----t I „ (/(( (\ �, . �,,,, s -0 �8° '/ / / /-' _ �J- �� __ III i \ ;I \� Q MANAGED SLOPES PER GIS \ \\ ) r / . ° . " r 1,. t- - 42 " _ / -- - _ 1 - - I T \ \\� / / / .1, -- \------ . 2` 1 -- - -i �° ,,- - - - _ _ '. `\ \ t \ 1 ; ;I i =P F� ' - \ �11 \ t i I/// ✓ / .' ;" - -- __ _ 1 , , , _-\--. � _ = / -- \ \ I I I _1. ----- �� / >� .358 .•.ir `"" r o ,' \ r.((�; �' - % (h ` taw Retdining Wall-E - r r \ \ -.- I Ji ` rks'"`f .' s'Y''""..- -,. / -- - / / ----a'.-.-__-.-;�„ -.__ -'. \ + EXISTING TREES TO BE REMOVED )/i/i�/�/�-'- - - JI r �`° _. \ 10 \ _------•.-- '' / - - - -w/Handrail _ - - 9°,--- \ iI _ I I I \- �NqE D A 3 2 Max Height=22' ✓ - �I�ll�/l/r \ .:i2 -' 04 1 1�, _--''` ...�•^"_":-75�..i-'' /"� ''-s' ..-`' '� r S ' / -'� - -''" ', / / ' ,�__ __a.,--- '�• \ I '� .__..- ..._.i i. ` ):F ) `i ?:4 VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT ///j/jj �r 77-� - - outlet Structure - f __ � / I I +` `' \ _ ��// / I . - _ .p-- == i :'. - -, q •- Refer to ) / / .- ic / ' \ ..,•_ -= %/ -~� /err/' �I" I ----^'`"._.r "' " "� '�,.- ' -^ '� .--'- / "' i- •-" / /' --'� -- H / � ,. � r.. 376 � / ' / / I I I' \ I /%/I / /fir \ x \1 r ,...,.-c. ,... �,,.,.,. / / -- ,- -- I �--�- - ap ,, / �. r I / / I I-iF----- I 1 i If i s ' >: / / . / --- / / 11 / / \ - 11 I f I I If If f �� / Q I \ � I 'lam.✓' .. '..'•"."Q%' % - '- '�'.,,-- ,r �•.•: /.- / ''� I'/ f /// // 4 \ -r T / % // / --y '-�, I fl \ I\ II 1j i -- -- r �- - - _ _ - �,- GRADING PLAN NOTES: P \ ` / i i` "I �' - ` / D A 31 j _ r / / - t I I/ / !. ------ i I ....-- -- \\ ----= - -- ��--L' y- 1_- L I. p-- '_-- ---,i =__ - - i i '-------- . 4 I 1. REFER TO SHEET C-400, C-401, C-402 FOR EASEMENT PLAT. / / � / / / / // r -- - -- / � I _-._- I.41 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW \\ - „ ! / / / r -/ - -� / , / 1 I I-.-_-__ , \ If Il / r, / / / / / / /' / '- - .' -- `"" /'- ,- / .� .% f' -' . / / ''FO S \ / I I I 1 -- - -.-- .If i I TO STORM INLETS. / \\ . ., % C� I / �/ / / e / / " / I \ 1 ----------+ / O�--\ // i1 I�----- - . it / 1 ! / / / '' / / -- ,- / -' ,-' / `-•- -' \ I I I I I -jl /� 1' 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE / I / / / / /' / / - _ / / - \ \�--- -- > / r \-_,__ \ %-ri �' a II SCREENED FROM PUBLIC VIEW. / t/ 'o 'c �0 _,I_¢__�I ) / / �/� / / /- / .� -- e 1 g � ---- -�!�Il ' DA Ex. Bldg I i--___------- I I l. / 1 , / / / ,/ / / / ./ / / ` ,rr } O" '' `` I l l / /' / c / / -, / / - �• / ✓ /- -- - . I / 1 ' ' Ii j1 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES � " -% Q I 1 I / ;-' ' ' / i 0.51 AC I \ ; -- ; iF...__� \ __ ' _.._i1 ' LESS THAN 3%. u o f'� \ - / ; ' !' i I / I I (' �' i �; j ij-' �' / - /'-1 ' -� J � \ ; --_i , 1 \\ I`---------------- .__ l /" 1 t I I j I ew Retaining Wa I D / I ----- - I I 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER AS PROFILE DATED /;r" r?\i' c % -)' ■ i I I I I I I I I \ \ I I \ {� j I /Guardrail / \� -- - ...=-;- I I \ I ' / r I Via. 1° - I I I l i , t t I i, i I I I I I I Max Height=5 � D A BLD 14 , \ v ---- �. I \ FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25 , j j /,' i ' I 1 I ! I V { ` T' TTT reBT�yg� . I . re�T/ ; �n�-♦~I I I I �� 1 Y " ' I __ ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY;% 1 - 8g 0.07 AC _ _..._ 9.9-I 0- // I 1 --- I -- t APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. / =. / ■ I I I I\ 1 i I �_ \i i I i I I I I ' 7 �=-�� I */ ,-.__-.-._ III Ii I / ' .. r.` " \ ; I i _ 11 I i I 1 1 I I I s000 SF i /--..-...._� I 1pI I1 I Exi. r I �. r / T- . 4. \ -/ I I I I \ i i I It I I I I I I i I i I I I , 1 =- r FFE=394.0 - -% � /-1 nao ---1 I 4I I• I ! b u i I !I i l/ / / � � r , / I- `1\ - I \\ I i \ 1 I ' I i t I I I I , ' 0■ EX 2 / = /` � _-_..� I i 0 1 1 i I 1 I \�, 4 � _ -- ,r ,>r r`� >, ; I I \ I\ \ I i I 1 I I I I l o / I I / I t � I , \ ,, _ , I \ \ i ) I i 1 13' I I S - _ ' _ ;+ I . sa + - __I III I I /" / v, I I \ \ 1 I I t t I I i I i I I �' v\ i 'V // - I -L I I I c�, / / , t I\ \ \ i I 1 1 1 14STORY I ) - \\ I -1 40 r ' I I I I I I // I i I \ \ I i I I I I ) 1 h \ \ %� 1- \ 2�s Existing Industrial Building I 30' 0 30' 60' I 90' / .i I� ■ ; I I I I t \ �'4� I I I i \ I I \ r / //.I I I I I I \ 1 1 1 I i i I ) . 393.50 I . ®� y-- - - Existing I n I I im 3 i 1 I i ) \ 1 \ -•='�- I I SCALE: 1"=30' I /' i / /// - ,: 1 1 \ t, i I t I I l i i t i I I i t 1 I G 3 t \\ \ wM� / i 1/ -+- 't \� I / // r /;I; i\ ■ I I I I \ I I I i 1 1 I I I I I I s .\\ i T- .- .- -- A s p h a l t _._. I I I I 1% I /// \ t I I t I \ Parkin I 1 I I --j, I i / / _ - ,ill I -h i t 1 1 1 � 1 1 I � ) i � I �\ g I I I I /// e Ih. -/ 1 1 I i I I I I t DA 15 \ \ - \ I I ) I I i ,/ // /// . �t - I\ I I \ + i t t I I I i i 1 1 I I 1� \ `\ I\ v ' I T __ _- _. - I I II i I I I i I , ( , /// ,I 1\ I I i I I\� I `T t I I 1 0.4 8 A c \ \ I I L , / / / / 11 , _� I ' I ) , i , I I I i 1 I / I I \ �� -\ U1.7 a� \ , - _ _u D A 2 5 -__ /_-� ) I I ----� --, I I -, I // I // /// 11 f- 1 1 11 i\ 1\\ 1 1 I I 11 1 I I \ / n t \ \\\\ \ ii -_ l.__ -_ I I I I I I I 9. I / /// ;:1 i i i I I ' \\\ I Retaining I � -53 / / / / / / •'' I ' 1 \ I i I 1 w Handrail I New Retainin €' I o I : t1 _ ; 1 I i 1 I t :1 .. I- I I v vA \ \ `�D4 / T i1 �, 1 I I I I I G 4 / / I / / / / 11: ' ■ I I I I 1 \ ' I I I _ I vy \ \ Max Hei ht=8.5' `- f-1-_---� I i 1 � I / / / / :' Ii I , \ I I i I 1. / Q �K � \�H � \ \ 9 I II ,1 I I / 1/ � -- / / / / '.`i;l:l .1 - . I 1 I II iI \I \ \ I Il I) I I i �! \1 I \\ \\ \ \ \ 4 \ I I�i I I I 1 -\ i / I / / / / / �;,i ; { I I I I 1 I I I ; . , > AR , + I, \ �" /_.._. I i 1 I .,I; o ■ I , , t t I , I 11. 1 1..x � DA 14 r'�., . I.:,', � , I ..� ,' - I • I 1 \ � T ii --- - ° / �I 1 1 1 1 I coo / / \ / 11 \ I I I I i I I ► . I t" \ ;( - / I 1 I \ // // -'" - I� I I i I I I i;1. I \ \\\ . 0 t i II I 1 1 i i I- \ '\ I 1 t I t I i a, i 1 0.15 A c \ i; \ o� o / \ /�' //{/ (/ / '.11 ; ; 1 i \ i t t 1 I I 1 I I 1 I - , ii \ \\ \� \ \\ \' / \ $ T II ` \. 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________ __ _, _ __-_ __-__ __---- .__-- __ = J===______-�_- -- . t�__ 11 �ziQGllL - _-_-__-__________ i ____ _ . ��_z -- - - �, Z-Z-----------------------------_--__-_____------- -. -, 1 c� _ - _--______ - I I _ ______-. __ 330 - I -------------------- _-_ -________ --------_------._-._-- _---.-----. -----------------__ _ __ _____-_____---_-- --. ___-_ __ ____ ________ __ - _______ _____ _____.___ ____ __________ ___._____ _ __ _______ ___ �_ _ - - - - - _ i- - - I ---------------------- -- cn o - I - _�---_--_____-__ _- _---_ ______-------- ----- _----- _________-_._._ , _ ________________ _p�.W_________._.___._._.___._,_,_._..�_____._____ ._ __.-__________-_ _______ _-. -r---------------- ----- ------------------- I---------------. ----------------- - 325 I I 320 1 I I I 315 t 1 14-2:1F 8' SDR--26- 0-§-4:68-7a-% I 310 rEl I -0+25 0+00 1+00 2+00 3+00 4+00 5+00 2 SANITARY PROFILE C-302 HORZ SCALE: 1 "=40' VERT SCALE: 1 "=10' UTILITY NOTES FOR ACSA: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. All POST INDICATOR VALVES WILL BE PRIVATE, THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA 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 INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. 6, ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD AND AT RWSA'S SOLE DISCRETION. GENERAL WATER �c SANITARY SEWER CONDITIONS FOR ACSA 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE A. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT, 11, THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13, THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14, THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 95� COMPACT ON REQU RED IN ALL FILL AREAS. 6+00 7+00 9+00 10+00 11+00 WATER DATA SHEET GENERAL WATER �c SANITARY SEWER NOTES FOR RWSA (LAST REVISED: APRIL 2016 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT 434-977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH, AND THE PRESENCE OF, RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 7. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 8. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 9. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER ON EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 10. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM 11. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 12. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANG* RETAINING WALLS, FOOTERS FOR ANY STRUCTURE. DRAINAGE STRUCTURES. ETC. 13. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. , __ ___ Mn,._.._/_ _ _ -.6_ _--------• _ j 1 12+00 13+00 14+00 SEWER DATA SHEET Date April 12, 2020 (1) Project Name Woolen Mills Light Industrial Park (2) Project Location Intersection of Franklin Street and Moores Creek Lane (3) Consultants Meridian Planning Group (4) Sources Ragged Mountain Reservoir (5) Design Population (AWWA 020) (6) Hydraulic Capacity 2604 (7) Pipe Material Ductile Iron (8) Pipe Diameter (Inches) Length (Feet) 4" 6" 47 8" 1263 10$1 12" (9) Fire Hydrant Assemblies 4 (Number) (I 0) Valves: (A) Gate 6 (Number) (B) Air Relief 1 (Number) (11) Fittings: (A) Cross 0 (Number) (B) Tee 4 (Number) (C) 900 Ell o (Number) (D) 450 Bend 7 (Number) (E) 221/2 Bend 2 (Number) (F) Reducer 3 (Number) (G) Blow -off Assemblies 1 (Number) (12) Minimum pressure at critical water meter 113.2 (20 psi required) Building 12 Water Meter 652-391) * 0.4335 ( Authority Provide; Booster Station Storage Reservoir A-1 (-4-"I 1 `� �";,31 t . a --a C`1A c I �J= 1- \�� §� ��, 1 >�j " � J . . . ►�AQ iE <tj "� y %�, 1. _ , M 0 0 o -t o � 0 x x � Do z w w as w O Qul z Q W Ix Q 0 rn U x Q U Z J 1 H l� Z i.-_I .,:::I,o -ago 0 � * �0�o �{ F� Z -d CD iP I� O H � I w W w z a I IHa'~jcoQ w W .. U) wow Wa zo H Z Qi � H a,� A' Z <�WV wo� I._4 Z C_3 W ' ----- - 400 395 390 385 380 375 370 365 355 350 345 340 335 330 325 320 315 310 _--___- ---------- -- ------- "�--__- ----- -------I- --- .----- __ -- - __ E- Q ' --I � r o `__� CDCQ � o --i --_, cat r, ___ , v o HEI 14+50 Date April 12, 2021 (1) Project Name Woolen Mills Light Industrial Park (2) Project Location Intersection of Franklin Street and Moores Creek Lane (3) Consultants Meridian Planning Group (4) Waste Treatment Facility Moores Creek AWRRF (5) Design Population N/A (Number) (6) Connections 14 (Number) (7) Industrial Waste none (8) Pipe Material SDR-26 PVC & Ductile Iron (9) Pipe Diameter (Inches) Length (Feet) 6" 8» 1410 10$$ 12" 1511 18" 21" 24" TOTAL FEET 1410 (10) Manholes: (A) Standard 12 (Number) (B) Drop 1 (Number) (1 1) (A) Siphons & Pump Stations 0 (Number) (B) Force Main (Size -Length) 0 (Feet) L�, Authority Provide: Drainage Basin Sub Drainage Basin A-2 0 E- UE- co H co Y) z z z z W W W W W Q�� 0 0 0 0 U o U C_> E- H H H � � � � 0 0 0 0 U U U U Z 4 d �r 0 4-i �4 E-i W Cl) Q' !:� a 9) W W H I� w , H � Q� ry H1 � r w O x P1 �� I� 0 Q � j � E-� fH <j � H H H E- &4 W E_ E-..,E- Q_� H a Ei 1-' 0 a E-+ W � SHEET NO. C-302 SHEET 14 of 2' GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL i INITIAL BACKFILL 8 24' IN It 6„ 67> MIN MIN. MIN. MIN. BEDDING #68 STONE * STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL BACKFILL 4 MI UNSTABLE 8„ 4 I 8" 8.. 8" SOIL MI MIN - MINMIN. #68 STONE "Y a� _GRANULAR FILL AS �:._' - •.L APPROVED BY ACSA r,- - ,Rbc ABLE `SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, .THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS,, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W--2 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA --� rp . V-0" MAX ry 2'-0" RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12 IN "0" RING SEALS - A 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'--'01$ FROM INLET TO OUTLET SHALL BE 0.20 FEET. VARIES CONCRETE DEPTH OF FLOW IFILLETS CHANNEL TO BE 3/4 DIAMETER OF t CONTRIBUTING SEWER. 12„ A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. IN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON --EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SNOWING BRANCH TIE-IN N.T.S FIG. S-I--A 1' COMPRESSION x 3/4* MALE PIPE COUPLING OR APPROVED EQUAL t" TYPE "K" SOFT COPPER I " TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. XE FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2. F, 7MPRES51UN x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY 3ESIDENTIAL SERVICE WHERE AN IRRIGATION JETER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE F1 METER I sox 39' MIN. _ COPPERSiTTEIt 1ja REND COUPLING �. METER CORPORATION STOP y# r� ' "�{%- q.1 ^`4% BRICK A5 r ��? NECESSARY SAND OR DUST UNDER r 4' DIAMETER DRAIN PIPE, 12' BOX AND SETTER (2-INCH ir' 't� �: +� ry rh.r LONG STONE POCKET VDOT MINIMUM THICKNESS) ;; SPED. 203, NO, 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/81' & 1" METERS) NTS FIG. W-6A a j PLUG 4 2 r � 1 FOR ALL BENDS FOR TEE -� - -- WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. mn BEDDING AS REQUIRED PI Y MIN SECTION 1-1 45' lax SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU,YD. BEND L H T L H--------------- T 90 2,50 2.50 3.01 0„24 4„ & 6,. 45 2.00 2.25 2.60 015 2.00 2.25 2,50 0.15 22 1 /2 1.50 2.00 2.52 0:10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0 B13 45 2, 66 2.66 2.77 0.48 .26 221/2 1,66 2.16 2.69 0.13 3,16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2,83 O.52 221/2 2.33 2.58 2,86 0.24 11 1 /4 1,83 1 2.33 1 2.84 0.18 M 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL ICE POURED ON ANY PART OF THE JOINT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FIG, W-3 36"Mlly 24 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONET:;�F --- -- REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION ---INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER ---HAUNCHING --BEDDING 6" max 4" min --FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 %G , s-.rl vs..v f 4 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED [SLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. i FINISHED GRADE -� T-1 ADJUSTABLE TRAFFIC RATER VALVE BOX W/ LID M.J. GATE VALVE WATERE LINE 2500 P.S.I. CONCRETE' �, 2'x 2' BEARING AREA. THRUST BLOCK 4 d ° a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W--- 5 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION ^ /� 45'0' 0" IN LINE WYE•-TEE PLAN VARIES PL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG, S-2 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1--'3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"--1" METERS) NTS FIG. W-7 NOTE: HYDRANT MUST DE EQUIPPED WITH CHARLOTTES-- VILLE THREADS WHICH 1S THE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 Cu. FT. 1€ '-22" ALVE BOX #68 STOAIE 42"MIN ':a'.' _. ,• 6" GATE VALVE • n� •+a j �+ �, a 8" X Err 0 57 TEE 2500 P.S.I. CONCRETE BASE AND THRUST �; p. ;,'r ��', p,,:,,• *f BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION? TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL. SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG, W--4 ANCHOR EXTENDS INTO SIDE OF DITCH g•. DITCH 6" MIN, � LINE VARE 2500 PSI CONCRETE PLAN ;r SPACING SPACING SPACING . Z • ......:•'•,�.....,.-... _'� D.I. PIPE cli f GRADE SPACING ` 20% TO 35% NOT OVER 36' ,•.� = TO 5OX 507v OR GREATER NOT OVER 24' NOT OVER 16' PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER E r � P z .N E ~ g0 p E 1v� w Y 0E0Q o Nto ECG' °a o E E. r >~ A r• _ q �- rw 0 u r...i 0 a 0 ®T O �^ x EE h Ca LU rr U_ 0 0 TYPICAL MANHOLE FAME & COVED N.T.S FIG S-1-D N.T.S FIG. S-4 ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. FRAME & COVER SEE FIG. S-I--D, E STREET SURFACE OR -- NON-PAVED AREA SLOPED AREA 2#-D" ' RUBBER COATED STEEL STEPS 1'- 0" MAX CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS - OR APPROVED EQUAL 3'--0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12 MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE, B 5" A MINIMUM ELEVATION DIFFERENCE VARIE Q 12"MIN 12"MIN .6 ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH Q " TRANSITION OF FLOW BETWEEN ' &. INLET & OULET PIPE SHALL BE °` , ' I PROVIDED, 3/4 DIA OF LARGEST PIPE IN MANHOLE - MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG, S-I-C t "�`� ,w:; tsrt as � e . a! r inr '. f �� .�f?�'£�.E:z� �s^ �.t`.Y€ `� ��a t: fn t'� h � f ,.,,; a -z �i -�n�s� a f,'k�` r�az r,,'iz z z••� s u- .�: � � r E � x t a ,s Ff'rva. a x 3 isx -•�.. f..c, yz e r�� E -: -r vx _:y s.� t rrx,s v e'- s. �aE fi £ s,r £`• s 3,..c M 'z'� .� .. a,.- �.' 4 ii..a;. -^a '�.� .x �.¢ s. �, ,--f ie f� [G G•ara �s�. St +, � t ar fc �.at€-L. q, ah€ t-4 f q f,f t€a &l 3 r*�rt `s r s, £ . n .{ p +� c• r^i` lr: t.. ..,?.s% _. s...• 'r . t:;. ,t .-.F,a a 7,i. 3 r. 33 7t ,x s--✓_z f ,�. rf+fi•� .: -a 4 , t �. � '�..x �� ,�!? �I�� x ::s E` -. y �-� d �Y;sr a F E } fE 4 R 5 f; �. i� 4 s 4 i . �e�.,�z -s �f , E• r s .:: s �+ :: i a;� a ati. t�. z.�€��5�' �s a as, '� a �i,y yy ,gip, � ': ✓ �s'::: . ��"� �'" '€ �.. r ��- .3 e z.. , rs: to :I.. � ��F>§-.�C`�sx*-s`s�,.',ES �. a2r,.....N i` M ,ias:: � .,.bn 4" �t ,�,ra a.l � �ix'�Et"� ✓h b iSfa ate �r r€ a .'>.M �-i a. ,k .�:3 €.. .5�..qw'». YS't`m 4d F'x `z 2- s, _,',',, ,.,x.�3£,.�..,.a�s �t£ .•..t,; i.acatton Broadway �# Near UVr�OIefI Mills , Daite'and Time of Test 1910,;22 00 AM Minutes of Flow 2 P,ipe,Sixe (i.nches} 8 Pressure Hydrant! 11450 Static Pressure (asi} 112 Residual Pressure (psr} 90< Q Q20 Loppe Q .Q20 Multiiaie;Irtlirte N:ydta' is �' Q2051.' a ioW .Sprig l ler Test Single Flair Flaw Hydrant 1 1Q42fi Pitat Pressure #1(psi} Iiest;Ftow 1202 Floler H ±drain#2 Pitut Pressure (Psi) Test 'Flaw 2� 0, FIbw Hydrant:'#3 Pitot Pressure #3 (Psi} y Test Flow 3 0` Total Irstlmated Flow(gpm}, 1202 �aWw�, c�2o c�lcuiat,an (I;p} �� (Vaiue o . zero Iii Cd2CT indicates insufficient pressure drop for caictilaEiari) coirr1me nts Flow hyclran# Was all the way,apon,. For method cif calculating pitot flow with a diffuser. see eq.13,"Walskl and Lutes.article 199t} lournat IYlanaprnent anti Operatlons AWWA (All tests conducted UkI64.2,sdischarge otttiet a ties vther.,wise specified} Estirnl ted Consiaropt a6 (gal) 2404,= For use fat water audit Signature of Tester. ' Y� rn z o � O � x o co 0 cf) a r, <C E-+ O W W � �••� � z Q V w w W T!1 z Q W O a U Q � x w � Q z Z �+ O �a�o rt N�o o c� 0ul >�i 00 >tJ4 z I� a `4 co Cf) E4-4, .. W W E Z Z� W�O ~ ZaVa z x z W Q" 1.4 z W ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTIN ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O,T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 3:1 (HORIZONTAL: VERTICAL) (SEE ACDSM 8.A,2.) 5. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. o 0 0 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY ENGINEER, w OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. i CD CO 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. Q r- o~ � � 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. o .-o 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). O GENERAL CONSTRUCTION NOTES FOR STREETS a (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) a H H H Co 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR w w w w w MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. ra 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS o 0 0 0 PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE r SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND z z z z SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. o 0 0 0 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ulul U " ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL co WATERCOURSE. Z 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE O 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 0 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT �+ SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS W �+ PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND '� 1.4 H THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR Q PUBLIC ROADS. 12, VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL Q TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 0 F-4 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR O H COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION E- PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. �' �D GENERAL CDD INSPECTION NOTES E '� H 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT '-' w REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN USBC. 2. ACCESSIBLE PARKING SPACES, ACCESSIBLE ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE ICC ANSI A117.1-09 pi c AND THE 2015 VIRGINIA CONSTRUCTION CODE. SHEET NO. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SYSTEM, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE C-3 03 THROUGH A BACKWATER VALVE. LL_ 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALK. 5•2,0 EET 15 of 25 CL 6' 0.5' 1% SLOPE FORD ROAD TYPICAL SECTION (10+00 -> 11+75) SCALE: NTS -0 5 18' 10' 1% SLOPE f- CG-2 8" VDOT #21-A Aggregate base material FORD ROAD TYPICAL SECTION (11+75 -> 12+25) SCALE: NTS 18' 10' 8" VDOT #21-A Aggregate base material 10' 2' 2" SM 9.5A 0, 5' 2% SLOPE CG 'D s - �n-tengg& al 3" 8M-25.0A Compacted Subgrade CL /— 2" SM 9.5A 2% SLOPE CG-6- Mi� O Compacted Subgrade CL 10' 10' material uvuiNu1,icU Juvyiuuc FORD ROAD TYPICAL SECTION (13+15 -> 14+50) NTS FORD ROAD TYPICAL SECTION (15+50 -> 19+30 SCALE: NTS FORD ROAD TYPICAL SECTION (19+3 0 -> 21 +3 0) SCALE: NTS FORD ROAD TYPICAL SECTION (21+30 -> 25+04 SCALE: NTS 8" VDOT #21-A Aggregate base material 0.5' -� 8" VDOT #21-A Aggregate base material 12' 05' CG-2 2% SLOPE 8" VDOT #21-A Aggregate base material im Compacted Subgrade 3" BM-25.OA 20-1 0.5' 6P i 0.5' �-- 0.5' 3" BM-25.OA Compacted Subgrade 12' �-- 0.5' 2 SM 9.5A CG-2--- Compacted Subgrade 3" BM-25.OA 12' MAXI 14' 12' 2' 0.5' --{ 2" SM 9.5A 0.5' 2% SLOPE I CG-3 2% SLOPE CG-2 CG-2 9% sl nPF CG-6 BELLE MONTE AVE TYPICAL SECTION (10+00 -> 10+75 SCALE: NTS BELLE MONTE AVE TYPICAL SECTION (10+75 -> 19+33 SCALE: NTS rrrrrrrrr g TRUCK RO UTING DETAIL A C-304 SCALE: 1"=40' 8" VDOT #21-A Aggregate base material 3" BM-25.OA Compacted Subgrade L 12' i- 12' �-- 0.5' 0.5' CG-2 2" SM 9.5A 2% SLOPE CG-2 T�11�1-ifi� - • ' - _ _ - 8" VDOT #21-A 3" BM-25.OA Aggregate base material Compacted Subgrade t }11 + 11} Ix0 I 1 `a i \ i / 4 5115 ) ,'' r' %.�"✓. 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TOTAL BUILDING AREA = 145,545 GSF __ - _ '� I l I I , \1\ -_,, -.--- _�-, \ - - - - - - - - - - I "i N / 7101 \ - - 1-1 - --, I \ , . - - ,11, .--- --� I l I ) 1-1 , ��i_ - - - __ - - _ - - - - - - - 2��_ :_ -_ - - -_ - - - _.� - - - I I 11 , \ - �� _-- - \ - FOR WAREHOUSE USE (ITE USE CODE 150), 11 - I __ ____ ____ __ - I � I I - � \ "I - - - - - - - - - - - - -------- __ --- - - . �: � -�\_\_\_\_-, \ \ __ I/ -11 - - __ � - � I - - � ___ ___ si"�_ - 11 ____ - - -1 - - - --- 1 �k ____ � 1\ \ _� 1%.,;�:_ - - ',,�\ , � AVERAGE TRIPS PER DAY = 4.96 VPD PER 1,000 GSF - - __ "I �, I __ __ __ ____ - - - __ --- - .*i I ""\ (\ \ - - -- ) \ _�__ � - 4--,, � 1�c�-, � ____�--.z______, __ /_ - - - __ - i, /_ �___ �,_ X -- - - -� U1, - - - - - _� t .1 - - � / !�. , I I \ \ - - - - - 1�1 , 2�; - �)\s \ �,;,� _____ -_ - --- PARATE ACCESS POINTS TO SERVE THIS I . .1 11 - I \ - \ - - - 11 I'll. 1, �_ - � F �T . - - - .- �� ; ,\ , , - . - . 1�� - - 11 I I I - - - - \ _____ I �. cTB '\ - I - - - � - -_ - - I \ � _(�_ \ \ \ - It - _�_ . - - - - I'W1 \I------ .,�,.�_ -�: - - r1NA \ - _____ � - - L - .. �� I �� , �_ �_ U I I \ 0 110 A I __� . guu I - , ir i _�\ � - - - - - � - -.4 . 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I--.-------- - - - -------- -.-------------------- - - - --- - ----- - -------- ___ ------- ---- -------------- ____ ______ ____ --- - _____._ __ dE I ______ - SCC-1 - 2 yr Triangular Side Slopes (z:1) = 2AQ 2.00 Highlighted Depth (ft) = 0.44 Total Depth (it) = 1.00 Q (cfs) = 1.130 Area (stiff) = 0.39 Invert Elev (ft) = 334.00 Velocity (ft/s) = 2.92 Slope (%) = 2.25 Wetted Perim (it) = 1.97 N-Value = 0.025 Crit Depth, Yc (ft) = 0.46 Top Width (ft) = 1.76 Calculations EGL (it) = 0.57 Compute by: Known Q Known Q (cfs) = 1.13 Elev (it) Section Depth (it) 2.GO 336.00 . .. 335.50 - 1.50 1.00 335.00 .._...._ ... .................. .. ...._....... ._.......-1... ........-...... .... .....- ..... _........ ...,"'".' ,-...... 0.50 334.50 ... ..... 1.._.. - ................. ---'-' -1-11- -11111111111-1, D.aD 334.60 333.50 0 .5 1 1.5 2 2.5 3 3.5 4 4.5 -0.50 5 Reach (it) SCC-2 2 yr Triangular Highlighted Side Slopes (z:1) = 2.00, 2.00 Depth (it) = 0.44 Total Depth (ft) = 1.00 Q (cfs) = 2.030 Area (sqft) = 0.39 Invert Elev (it) = 325.80 Velocity (ft/s) = 5.24 Slope (%) = 1.90 Wetted Perim (it) = 1.97 N-Value = 0.013 Crit Depth, Yc (It) = 0.58 Top Width (it) = 1,76 Calculations EGL (it) = 0.87 Compute by: Known Q Known Q (cfs) = 2.03 Elev (it) Section Depth (it) STORM WATER CONVEYANC] SCC-1 -10 yr Triangular Highlighted Side Slopes (z:1) = 2.00, 2,00 Depth (it) = 0.50 Total Depth (ft) = 1.00 Q (cfs) = 1.570 Area (sqft) = 0.50 Invert Elev (It) = 334.00 Velocity (ftls) = 3.14 Slope (%) = 2.25 Wetted Perim (it) = 2.24 N-Value = 0.026 Grit Depth, Yc (ft) = 0.63 Top Width (ft) = 2.00 Calculations EGL (it) = 0.65 Compute by: Known Q Known Q (cfs) = 1.57 Elev (It) Section Depth (it) 2.00 336.00 .. . ... .... 1.50 335.50 ..._. .. ....... ....-... .... .,. .... ....... ........... . ..................). ....................... I-.-__ _ - _ _-._ _-__._ 1- ,._ __. 1.00 335.00 �� .. _. ... _......._ _ .._....._ ................ .__. 7 _.. -1--l.. _...._ -1-1.1.1-11- _ 1.11-- .. -1---1.11 -._ ... _..------- ..... ........ I .._.... .......... ....... -.... ..... 17 ....... ............ - I ..... ................... 0.50 334.50 ....,, , ._,...,.,.,. ._..._ ...... I——.. ..,__ ..,.._ --._.,.,..,..,.--__ ,._,..,._ " 11-"-'t --'-...._., -_.._..-...... _-- , - T1-11111,-, 'Z - 11 ----,.- ,.----I------ 111-11.1111111 0,00 334.00 ."..... . ... ..... .... ..... .... .... ..L.. .... .... ..... ..._ 333.50 0 .5 1 1.5 2 2,5 3 3.5 4 4.5 -0.50 5 Reach (ft) SCC-2 10 yr Triangular Highlighted Side Slopes (z:1) = 2.00, 2.00 Depth (it) = 0.50 Total Depth (it) = 1.00 Q (cfs) = 2.900 Area (soft) = 0.50 Invert Elev (ft) = 325.80 Velocity (fUs) = 5.80 Slope (%) = 1.90 Wetted Perim (it) = 2.24 N-Value = 0.013 Crit Depth, Yc (it) = 0.67 Top Width (ft) = 2.00 Calculations EGL (it) = 1,02 Compute by: Known Q Known Q (cis) = 2.90 Elev (ft) Section Depth (it) 327.00 1.20 326.50 I X 0.70 -�- 326,00 T, � 0.20 _.. ... ..... _ .._ 71 _ . .. ,- 325.50 - ... .... ........-.1- .. ... ...... ..... ...i ... ....._. ... ...... ...... ..... ........ ... .......... ...... ........ ........... -0.30 .._,_ ... ._ fffl ._ 325.00 ..,..-_.__.-_ __.__.,__.....-.-.-,__-...,__.,._...., i_.._....-..._-...........-..._-.._......_._.... -......._..._.. _-.._...11- _._:_.._...... 1 -0.80 0 .5 1 1.5 2 2.5 3 3.5 4 4.5 5 TEL DETAIL ;-30 SCALE: NTS CG-3 2" 5" NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. D " 2" R ' 2. CONCRETE 70 BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF ° • ' ° p. PRECAST. p.;1.1, . 1' R • 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE • 'p SURFACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. , , ; < D D p'? 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" w � • p'? • ' DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN = n • p , • 0 . ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH D D °. THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. ;1.1p.o p,p OTHERWISE, THE DEPTH IS TO BE 16" AS SHOWN. NO BASE ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A P, ' , op ' DECREASE OR AN INCREASE IN DEPTH. IN p • y o p • o 5. CO-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE • • D� VDOT ROAD DESIGN MANUAL IN THE SECTION ON CIS URBAN ° ° STANDARDS. ' .11 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER SUBBASE CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7" VoO7 SPEC�ICAT)ON /� 1 1®® STANDARD 4"" CURB REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 201.02 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2 CON0RETEIFTO BE SS A3 IF CAST IN PLACE, 4" PSI PRECAST 2" R J. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) - SHALL BE PAID FOR AS RADIAL COMBINATION ° CURB & GUTTER. . e 4. FOR USE WITH STABILIZED OPEN -GRADED ,. ' DRAINAGE LAYER, THE BOTTOM OF THE CURB & • 1":1' GUTTER SHALL BE CONSTRUCTED PARALLEL TO °' THE SLOPE OF SUBBASE COURSES AND TO THE 'I ° 4- I .°4' • o DEPTH OF THE PAVEMENT. n .. ° ° . "° .a ' ' 4 ^ 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS n " 8 n BASED ON ROADWAY CLASSIFICATION AND DESIGN 4 °a a SPEED AS SHOWN IN APPENDIX A OF THE ROAD . • 4 • ° ' • ' a . ' .4 ° DESIGN MANUAL IN THE SECTION ON GS URBAN ,..o 4 ' :4. • , <" ° _ ___ _ _ _ STANDARDS. THE BOTTOM OF THE CURB AND GUTTER MAY V 2'-O' BE CONSTRUCTED PARALLEL TO THE SLOPE OF Z111 SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION XVDOp' REFERENCE COMBINATION 6'' CURB AND GUTTER ROAD AN D BRIDGE STANDARDS 105 REVISION DATE I SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20L03 CG-2 4" \ 2 R 4" NOTES: 2" RADIUS 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. I . D.; • D.; 2. CONCRETE TO BE CLASS A3 IF CAST IN pp, - �, PLACE, 4000 PSI IF PRECAST. _ 3, CURB HAVING A RADIUS OF 300 FEET OR ,. •e.' D�;' D. SURFACE LESS (ALONG FACE OF CURB) WILL BE •' •' •' a ( p. pp 'p.' ; PAID FOR AS RADIAL CURB. a p:I D::Q. C SURFACE V . p•. D•. p• 4. THE DEPTH OF CURB MAY BE REDUCED I° z ' • ' • D.� ..� D •�• • �' BASE ;A ". AS MUCH AS 3" (15" DEPTH) OR ly ,•p,• ,o,• • : C, p,• p' INCREASED AS MUCH AS 3" (21' DEPTH) Gt ' • • • • p•;' D•;w D 'G' IN ORDER THAT THE BOTTOM OF CURB \ , WILL COINCIDE WITH THE TOP OF A . •'A.' . •' •' BASE SUBBASE COURSE OF THE PAVEMENT • p•; D,; D SUBSTRUCTURE. OTHERWISE, THE DEPTH • • IS TO BE 18" AS SHOWN. NO o' . ;o • . 6„ ADJUSTMENT IN THE PRICE BID IS TO BE p,�' p,o"p MADE FOR A DECREASE OR AN INCREASE o • o • 12" IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS 5UBIBASE MEETING THE REQUIREMENTS FOR CG-6 6 ACCEPTABLE ALTERNATIVE AS SHOWN IN APPENDIX A OF THE VDOT IF CURB IS EXTRUDED ROAD DESIGN MANUAL, IN THE SECTION ON OS URBAN STANDARDS SPECIFICATION XVDOT REFERENCE STANDARD 6' I CURB ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 NOTE: ONj) STAKE TREES `>tr�TFt LARGE CROWTN% 2" CINOPER'OR .+"TREATER, Il: LOCA TEP ON WIND`( SITES; OR WHERE TAMPPRIiSa, MAY.ccu)a PLpN UIVV fie„ - 1 + .. --•-- PRUNE CfDE?OMENASE LEACERS /i' , ¢ . ;" Rf1QT.BALL ; J4FMOVE BRQKEt•1.8ADLY DEFORMED, RUBBING, 0,\RRC01 V � ' � > T C?tQTCH IGLEs, WATER ) x ' ' A' `" .� = sPnouTs, oR r RosS:BRANCHIS.. ry r\11 12 GAUGE GALVANIZED WIRE f 2 f/ A; k" fi-,-----^ 3 Z 4' HARDWOOD STAKES t C Y - J 1 ` _ GALVANIZED ,W IRE.GUY I � 1 r3AUGE,,ALWWFOk4A -nd vG ..� " ` ..F� SLIGHT'AMQUi*tT(7PNiQVEMfNT r r 1 /+ r i 8.2''x2' HA'3M! 0-b STAKE;: v r ♦ �v ° • i � 6E v� JRFACE, a.-6.Mi. LOWS STAKE SHALL BE DRIVENA MIN ia" -,/ OUT.FROM •TRUNK AND REMPVE TAGS„IApEL%,AN( - - 1I . ` t .. i QU7SIDE OF'ROOTBALIL PI 1SLid sLEEVIhtG 00 NOT STAKE 4'!':N(ULCH.tAYER TQ E[7GE gF,DRIi?LINE: C,)t:JLESS Si'EGIFIED (SEE KEEP 4 f AWAN FTTOM TkVINKFLAi;E NC%TE):_DO PIQTWiAP TRUNK _ __ SETRQOTEAL( FLUSHTq.GRADErJfi-(-2 HIGHER 1N SLO'W ( DRAINING SOIL& 00 PRUNE SUGKEF7S ----, hIOF COVER,TtfE TOP £TF Th( f206�T6r1L 1 . , W(TN.Sol.L. ROOTFLARE SHALL BENI$1,0LE „ - 1FPIELDGiiOWN,GUTAVVAYAt.L ^----.,�. "`\ ABOVEEINiSHEDGRADE BALLING,ROPES. Ri MO°d1 \ \ 6" SAUCER, BURLAP OR WIRE BASKET FROM F N R TOP QF BALL t CO TAt 'f,i NE, 1r TH JATI BACKFtLL PLACiT111 PIT YVt C YE raROWN; RER(0VE 4 ONT,AINER 1 - I '-T'' ° k 1` r SOIL INCORPORATE S1,dW,RELEASE' 1O.CUT CiRCL(,NG ROgTS , rr t p g 1t1SLOPE-QEStDESOF ------'' �s- 1 € PLRt1T(NG HQL' 1 ; " f'I Lal _- _1 L GRANULAR FERTILIZER GflMPOSI LA (I R - { I I- i s I ? I I 4"'X:18"QERFC7{�ATEDQiiR(�GA,TE, - -A SCARIFY SITES BEFQRE PLANTIf f(3 Ill-1 114 ~ { I PLASTIC PIPE;: GAP F�LI 96+lw1TH M TAMPSOILA O00ROC>TBALt ! ( [ --[ [ V ( t 1 i ':. J " -- , PLACctAOOTBALLO" BAS FIRMLY WITH �TSpi ' , ROOTBtiiL UNEXCAVATE@ QR TAMf?ED SLID PR£SS(iRE S0 Tl-AT ROOTEI ,LT,, E)IAMETEP. "` DOES flpf 5HI0 T" 9 TREE PLANTING DETAIL C-30V SCALE: NTS 12 8" DIA. F 1'-4n RESERVED [TEYP PARKING I 18" , 10 8" �CORNER RADIUS 1'-10" 6 „ , IS 1.5 (TYP) 14"R PENALTY11 12 OW -AWAY ZONE 4" WIDE WHITE 1100-1500FlNE PAINTED LINES CONCRETE TIRE STOP. » NOT REQUIRED IF PARKING 4 WIDE WHITE PAINTED LINES 0 SPACE IS 16 LONG. SPACED 2 ON CENTER �\ PA \ .,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. & /X eoelr, 0, O/ z000z. r \.. & 4 WIDE WHITE 9 -_�_ 8' SEE 8' PAINTED LINES Min NOTE 1 Min HANDICAP ACCESSIBLE PARKING DETAIL C-30 SCALE: NTS GR-2, 2A X X 273/4" MIN - 283/4" MAX RAIL HEIGHT X GR-2 GR-2A (6'-3" POST SPACING) (Y-4/Z' POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE �ff Eff ASY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. x x OPTIONAL CR-2A METHOD OPTIONAL CR-2A METHOD N FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOINT AND USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. FOR GR-2A THE POST SPACING WILL BE W-3". ALL GUARDRAIL POSTS SHALL BE SET PLUMB. PQ T SHALL NOT BE SET WITH A VARIATION OF MORE THAN 8" PER FOOT FROM VERTICAL. W-BEAM,BLOCKOUTS,AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL�$HALL BE MAINTAINED AT A HEIGHT OF 27)'q" MIN - 28�'q" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION FLARE RATES DESIGN SPEED I INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 * 60 8' 25:1 14:1 * 50 6.5' 21:1 1 110 *r 40 1 5' 1 1601 i 8:1 30 4' 13:1 , 7:1 ! *SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS, `YP)XT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE W THE CENTRAL OFFICE. SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 501.04 108/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: 6' HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CC-2 OR CG-3 IN LINEAR FEET) 111. DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 6 THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR OETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET BE SUMMARIZED FOR EACH CURB CUT RAMP, SIDEWALK RAMP 12:1 MAX T THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING FOR APPROVAL SUBMITTED TO THE STANDARDS AND Concrete Tire Stop ESIGNCSECTION �--ITR�-�, 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4• A-�•�-`-�#4 Rebar L=6' 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF10:1 '].--THAT MAX 1, BOTH"SIOES OF TH€ RAMP1FLOOR,MID,OEPTN"OF RAMP FLOOR.yMINIMUM"""V PERPENDICULAR CONCRETE COVER 1/p' 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. - 1 5. MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 1 1 MOT BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAx AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, - OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B HYDRANTS, DROP IATED NLETS, ETC. D VEHICLE STOP CCCESSIBLE ROUTENG S PROVIDEIGHT OAE CFIRE ONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL I • ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED I V AND USED BY PEDESTRIANS. i 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT ' . `x 12-t MAY, THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND \ �- THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1M •AX \`�'-' -I _ PERPENDICULAR TO THE CURB. y� ;K9'� MIS �` _ _ 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADACANNOT \f• 4 TIRE STOP DETAIL ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT A ,2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH, --�'\-'" EDGE OF PAVEMENT C-3O SCALE: NTS 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X;K ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE 'WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN, TRUNCATED DOME Zo 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4" C-C '° CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O o 0 0 0 s -MODIFIED OF CURB. BY THE MANUFACTURER TO MATCH Varies l- LAND NG RAMP { U 000000000000000 a Expansion JO �. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T,,/.- ry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o00000000000000 --' 507- 651 OF BASE DIAMETER ° ° C ' ' OP DIAM E O O O O O O O O O O O O O O O a DETECTABLE WARNING o a a. '. AT BACK OF CURB I 0.9"-1.4" I VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. r BASE DIAMETER T PAY LIMITS C DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL \�\ >\�\�\ \/DOT" SPECIFICATION //\//\//\//\ \ ROAD ANDRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE \\/\\/\\/\\/\ SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 705\\\\\\\\\\\\/\\\/\ 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 // // \/\\ , I/ / top 3000 psi Concrete with welded wire fabric Depth = 4 inches Finished Grade TREE PROTECTION/SAFETY FENCE Depth = 4 nD0es21A STD. & SPEC. 3.01 VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) 5 CONCRETE SIDEWALK DETAIL \Q-30V SCALE: NTS \POLYETHYLENE FABRIC 6' MAX. (ATTACH TO POSTS 5' MIN. WITH METAL TIE WIRES.) CONVENTIONAL METAL (T) OR (U) POSTS 6 TREE PROTECTION FENCING C-30 SCALE: NTS County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-284-1.11-297 .for complete specifications) 1. The following items shall be shown on the plan: X Trees to be saved; V Limits of clearing (outside dripline of trees to be saved); 4 Location and type of protective fencing; X Grade changes requiring tree wells or walls; X Proposed trenching or tunneling beyond the limits of clearing. 2, Markings: NIC All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. X No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: X Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 39 Heavy equipment, vehicular traffic and storage of construction matterials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: X Such devices shall not adversely affect trees to be saved, 6. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved, 7. Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 e of a proposed building or radii activity shall be protected b fencing, Trees to be retained within 4 feet p p g grading y p y g 5( Fencing shall be in place and shall be inspected and approved by al County Inspector prior to grading or construction. 9. Tree Wells: X When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: X When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: i 'hall done a far away from trees possible. Tunneling When trenchingis required within the limits of clearing,t s be do �, s v o n the trunks of t e s as os tbl q Y p g under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 1 items removed rim th finalcleanup, Protective fending shot be the last e s during e 13. Damaged Trees: SC Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist, NOTE: IT IS THE DEVELOPERS RESPONSIBILITYT 1 O CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 LOADING DOCK 7 LOADING DOCK SIGN DETAIL \Q-30V SCALE: NTS 8 WEIR WALLS DETAIL �- I C-306 SCALE: NTS ELEVATION VIEW NTS � � x y - - 8 CHAIN LINK \ `,11 // I, ; �� \-`��~ ;1% �e. 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VAf ABL�'� WIDTI" ` { � ! •; E Q`.44TYJ1 f DE259 i i NEW 20' PRIVATE SWF � E� SWM FACILITY EA. 1 ' D 5 5_ /7l CCESS A EM { T f/' Jy E f J✓ f E // E E [ iiE s E , W I {E / t f ' �✓ 1 €� i I f� 1 F r✓ [� 1 I 7i1i � E J O � DE257 f f TMP 77-40 t' MARTUC LLC E j D.B. 3847, Pg. 332 N S57°03'0o, �F2Ss • � Q6• ZONE: LI USE: DIST. WAREHOUSE cr! g ' °03 6Q W 162 p0' N 67 i S 39°99'S9" E 164. za' S � EX. 20' DRAINAGE EASEMENT DB 526-576 (CITY) DB 1051-235 DE2 \ \ N 41°52'24" Jr 235.33' iff, rn 0 Z C\2o 0 7. Q z o � z � U Q w Q V z 0 �o Coo 0U �Oz">�w Ua�z i � a�CIO'Q w zocn H z �a�w x W 0 0 0 IT,� � � � cfl C) c� c2 � r- o c\z z 0 E- a H H E- E- v) z z z z w 54 � � 0 0 0 0 U U U c� E- zZ z z n n n 0 0 0 0 U U U U zl— IC'2Ico 1-1, o �4 Z n 39 u�q'- � 679.91' �� W E-, ... EX. 20' DRAINAGE A5. �+ U) EASEMENT N 52011'03" E �4 Q DB 3594-664 1 9.43' O I O �::~ r 9,• 7Q 1`Q E-1 H 0O r, 210 ' a SHEET NO. N Ut2 w FORST AND OPEN SPACE EASEMENTS TO BE VACATED -400) SCALE: 1" = 50' RECORDED AND NEW DRAINAGE EASEMENTS SCALE: 1" = 50' SHEET 19 of 25 , t1 1 t TMP 77-4OC2 JACKRABBIT 'ARTNERS LLC. t, DB 3155-18 ZONE: LI DRY CLEANERS LOTTED P 56-, BOLTO] NSTAI�UL RUST & HIRLEY BOLTON 2013-163 r / r rr \ bib r / EX. VARIABLE WIDTH INGRESS, \\ EGRESS, CONSTRUCTION & UTILITY EASEMENT DB 4797-416 \\ TMP 77-40M H5, LLC \` DB 5033- 635 ZONE: LI USE: DIST. WAREHOUSE 4 TMP 77-40B �NTAL E'COTE'C.H, LLC \ DB 5256-213 14.0617 ACRES ZONE: LI USE: VACANT VARIABLE WIDTH PRIVATE & ACSA ACCESS EASEMENT DB 5198 PG 30 A PORTION TO BE VACATED EX. VARIABLE WIDTH PRIVATE SIGHT \ \ \ \ \ TMP 77-40N TREM COMMERCIAL RENTALS, LLC DB 2893-653 DB 907- 684, PLAT ZONE: LI ` r USE: STORAGE WAREHOUSE 6/135 IA 61TO�E� A� A YY r r ' l r F TMP 77-40A RIVANNA WATER SEWER AUTHORI DB 565-288 DB 331- 554, PL. \� ZONE: LI USE: VACANT TMP 77-38B RIVANNA WATER & \ SEWER AUTHORITY DB 768- 277 DB 616-135, PLAT ZONE: LI USE: VACANT \ IS '\ /-� DISTANCE EASEMENT - IF DB 4935 PG 90 IS is" IF .axe, EX. 20 PRIVATE f TMP 77-40 MAINTENANCE ACCESS ' MARTUC LLC EASEMENT I D. B. 3847, Pg. 332 ZONE: LI DB 4935 PG 90 USE: DIST. WAREHOUSE HEREBY VACATED ;, I t 1 I � � i O,2 0 ACCESS EASEMENTS TO BE VACATED SCALE: 1" = 50' t t` 1 _" tt t TMP 77-4OC2 JACKRABBIT PARTNERS LLC. DB 3155-18 ZONE: LI USE: DRY CLEANERS \ AEC309 -� 56 AEC308 5 \ \ \ t t \ o_ t x \ �a \ 'HARLOTTESVILLE TMP 56- 87.1 BOLTON, CONSTANCE TRUST do SHIRLEY BOLTON WB 2013-163 I I AE312 0 U Q AE311-J AEC305 -AE327 AE326 U w Q AE315 EX. VARIABLE WIDTH INGRESS, \ EGRESS, CONSTRUCTION & UTILITY EASEMENT \ DB 4797-416 \ w \ TMP 77-40M , H5, LLC \ �. DB 5033- 635 ZONE: LI &; USE: DIST. WAREHOUSE �- AE.C3j8 ' �2$ AE329 t , TMP 77-40B �� .. 4e, \ \ ELEMENTAL ECOTECH, LLC DB 5256- 213 14.0617 ACRES ZONE: LI USE: VACANT EX. VARIABLE WIDTH PRIVATE & ACSA ACCESS EASEMENT DB 5515-392 AFC AEC320 AE33 \ \ \ \ \ \ TMP 77- 4 0 N \ TREM COMMERCIAL RENTALS, LLC DB 2893-653 \ DB 907-684, PLAT ZONE: LI USE: STORAGE WAREHOUSE y r / / 0, r D� 6 TO (�� A� N,. r AEC3 1 r r ' C TMP 77- 0 \ -- _- '- .., ... 1 .,� ,t RIVANNA WATER EC�15 i 'liONTEA � t �� - M �/^AE325 P ,' BELLE ._r. c� ! (Q SEWER AUTHORI wt _{ DB 565-288 DB 331- 554, PL. -..l � � � �..�-t'� \ �`� ��. � �- \ ZONE: LI FC13 ~` P AE304 USE: VACANT PIE AE305� t AE301 _ µ , f �w r ;wSw.>` TMP 77- 38B ��p1t 'S ROAD' RIVANNA WATER �c P� \ FORDµ SEWER AUTHORITY \ EX. VARIABLE WIDTH f`4..�r" IVATE) a �,' AE319 ..,,% ,...� ; ,��.��- (PR � � � DB 768-277 PRIVATE &ACSA _ `' {, t...��c°` .�M �...,. -- t .� ,.�-{ DB 616-135, PLAT ACCESS EASEMENT' AE320 DB 5198 PG 30 PE�31�.'M ZONE: LI AEC313 USE: VACANT / AE322 � � \ N: N / EX. VARIABLE WIDTH co: / PRIVATE &ACSA � \ ACCESS EASEMENT I DB 5515-392 IS EX. WIDTH / PRIVA °`''HT ' DISTANECE EASEMENT IF DB 4935 PG 90 IS IS 1 IF .......... f j, I TMP 77- 40 MARTUC LLC D.B. 3847, Pg. 332 ZONE: LI USE: DIST. WAREHOUSE I ! t f ! RECORDED AND NEW ACCESS EASEMENTS SCALE: 1" = 50' A 0 o � ti o � o x � a o z w w O z Q Q U Q W Q U z 0 o C\2 oU I� 0�U)� Iw NO �m w . fx.W oz O H z Zama zw�" x - W �4z W 000 -I W c\t c\z c\t c\z �oC\2� Q Co�� o�--Io 9 0 E- a� E-E- � v� z z z z W '21 0 0 0 0 U U U U z z z z �:D �D �D �Z) O O O O Ulu U U zl —IC"2Ico I-'t L z a Z F—i ^ D w j H 0 Z w O H 1 \ �Q110 a A o Qtj H E-+ E-., 70 o U H W O Cf) E- W SHEET NO. 50' 0 50' 100' 150' C-401 SCALE: 1"=50' SHEET 20 of 25 i n 111VILL-. ,J/ L'VILi...,J.J 1 Vil CONSTRUCTION VEHICLES a 3 \ 0 \ FLAGMEN TO BE. PROVIDED AS NEEDED TO ENSURE SAFE W20-1 INGRESS/EGRESS FOR CONSTRUCTION VEHICLES f / (<U10A 4 "r �I r /0. oy \ NN MILLING 2 FLAGGER STATION t i yNTj) t / / t ,I,� / / t / y 51 6"s.OA1 k 1 ? rdt£ ¢l Yii4R #ctl T i4Y f 3 II �It C 9A F PT#ki ft LAG %Gap ` £ d tsS...... :1ki9•F tP. 2` �#��• fi i'' •. t'�. � rd�FYf � � S"��t t 3�'a�� b.��i �� #: �'�LV�;r>�`�f' t1F#f� �EeR PY kI� AbA"6F�t1P �$ 6 WIN- RVii&iU ice$ Dif �,. � •�T� � ;'� � �i�`��.�.: �,u��'�� .��,:��.�rat,� ±sue r,�#� a��.>. w # Tay:#� r1r,4 ,�xo l�rv�be1 � �x� �� .. � �•� �� •�a�rz ��stw t�'t ��r� ss,�. fs�a �cs� T� T �R. d� •` �� , �1,�,��..�.��``(Fdl�i�0 •�:�1" �: • . ' j��s.�£�� 'Pk� �Q��'�.#i�i�r0�'�k�i� T t4. k"" . # ' " F{ .:+{�il� :�NN ,Ti%RAFIia rt WP--2 DETAIL �� SP18 NOT TO SCALE ...___ ' `'12.6m SF \ !` \ \ \ , STORY \, / >V \, (25,200 SF) _, 12 FF=405.0 *. {� . , 5,750 SF 8F�390,0 '°" s�� \ N 2-STORY '`...,�V (11,5O0SF) rN, Ste, �•�. �' •�' ;� 2 R �.'� �' • \ , *`� ; !'",�-'ram( � ,,�d3 •,.: f , � f / (11,200 SF) ' \\ / FF=,3864 , / `i�j • ro• .e'•i i�>;; • `' .7 aV ;Y}v^,,'' • � �i 't t 1 i BF-3720 l 0 �40 STOP 2 STORY / n 1 pso 3,200 SF k' \ 2-STORY `\ c' (6,400 so FF-387.0 \ BFA385.4 GENERAL. NOTES NOT, 1. TEMPORARY LANE WIDTHS SHALL. NOT BE LESS THAN 10 FEET. A •2, BROADWAY STREET AND MILLS CREEK LANE TO REMAIN OPEN THROUGHOUT THE ENTIRETY OF THE PROJECT. 3. MEASURES SHALL BE TAKEN TO .ENSURE ADEQUATE SIGHT DISTANCES DURING 28'R CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION EQUIPMENT, MATERIAL STORAGE OR ANY OTHER OBSTACLE WILL NOT BE ALLOWED TO INTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROJECT. 4. EQUIPMENT AND/OR MATERIALS SHALL- NOT BE STORED WITHIN THE ESTABLISHED a \\\\ 4.500 SF CLEAR ZONE OF EITHER LANES, 2-STORY \\ (9.000 SF) 5. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION) ` FF=M. `\` `� BF=3584 REVISION 1 — JANUARY 1, 2015 VIRGINIA WORK AREA PROTECTION MANUAL. 6. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE PAVEMENT MARKERS SHALL BE COVERED USING CONSTRUCTI+ON PAVEMENT MARKING TYPE E 6. \ \ 7. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION SUBJECT TO FINAL REVIEW AND ADJUSTMENT AS NECESSARY BY VDOT. 8. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE \\ \\ �` STOP SIGN/ WITH MUTCD, LATEST EDITION. W20-7 a \` ` NO unT \\ � . u.J TURF SIGN \ \/per Exist. Variable Width Lane GRADE BREAK SHALL OCCUR AT THE EDGE OF THE EXISTING THROUGH LANE. SEE WP•-2 -- DETAIL ABOVE COMPACTED SUBGRADE 95% COMPACTED Exist. Variable Width Lane SM 9,5A* E q � C VeVtt A N 8 El * � p<CcO� 0 a_ � 07 6�7 C � n R0�11` S, e Imo. yG. 33028 � f! m v C() A as 3: W A � W z LLI .4. C2 : c0 0 {{ t3 Cl) 1-4 W� q Q p 4 C�2 CY3 LL 2 STORY S( / a • .'t • r. tti'% ;.. i• y BF=333.4 � . / r , / / ...—• ^^'..`._"—.._— y(}1.jy,.^.,��" 25 FLAGGE STATION Q Z gz x - W20-1r�-a <G / • `\ ,,/ � ,,,,STREET _--�' / 11000pp, FLAGMEN TO BE PROVIDED AS NEEDED TO ENSURE SAFE INGRESS/EGRESS FOR CONSTRUCTION VEHICLES $Section to be in accordance with VDOT Standard WP--2 Detail and shall at least match the existing pavement structure of Broadway and Mills Creek Lane TYPICAL CROSS SECTION DETAIL FOR MILLING OPERATIONS SP18 � NOT TO SCAM ;...: '•' FF=372.0 ! 1 t BF=357.0 > t t 2,275 Sr t \ 2--STORY 1 t \ yp (4,550 SF) WwWU (0) ;1 Bf=355.0 e E t 11900 SF y 12 t t 2-STORY O , (3,800 SF) V3 3,200 SF 2-STORY `�� FF-384.4 OF-381.0 to,�6uIG SPAS" a ^.b � ,d A da '' �. _: 4,700 SF b, 3,soo SF * v '� "' 2-STORY qqr // .,,. 3R FF-M-0 2-STORY (9,400 so�' spqBF-333.0 (7,200 SF) 1 ! R ,; •° FF=380.0 q� -- ' R4• 1 j J �i J MILLING 4' FLAGGER e . ' z STATION ,r�' ' `,, ''""' �ry ', 1 \ \ \ APPROVED MAINTENANCE OF TRAFFIC PLAN FOR REFERENCE ONLY E--4 a z E-4 Q W 1.0 T DOM. PROJECT NO:16,01 INDEX TITLE: SP18 () 30 60 90 120 1-1 SHEET NO: 18 of 18 DATE: 5/08/17 1 "=30, (�,L S.'zP-2.a\ 0) C 0 o C a \ O rNy E--1 o Z w w U Q V) Q U z �QI 0 C\2O �NoU �10� Ua`�j z �D 91 W w .. oHz Z� x wo" z W O w E- Q -�\� 0 0 C\2 o 0 E-+ al E a- cn cn Mzzzz Q 0 E� z z z � 0 0 0 0 U U U U o � � � z � O � � U H z w Q F— W� z 1.4 Q zQ� Qa Q o 1.4 a E- W h —� Ey a V1 E-1 a x � SHEET NO. C-403 SHEET 22 of 2 395 390 385 01 375 370 1610 360 355 350 94 ..w __._.._-..._-.,.-..._.._.....-,.,,_.._......,..-,,..,.,....,...,.. E,.......r,,._....___._._,_.,.._._.._,.__...."..._....,..._,_._ __r.......,..r...»..,,,...,.»..,......,._....,,,.,,-.,«.,,,,.,,.,,. «.....,...._......."._,.__...........,,._._.,,......_. ..,.." ....,..,.,.r,.,_.«...._...-._,,,,......_.......,...,.... ' .,».,.,..,._.,,..,_.._.....,. .._,..r........._,.r..r..,.. ._.__..,....,..r_._,..,,...,.r._...,.,....,r..,»r,.-._,...,..,..,...,.,_,.,_,..._.,,...,,._.,..,...._.,,_.__...,.,_..-_-«,,,....,.r.,,.,.... .................«___.,,,..,,. w.�.+,,.x',',^.',._....._,.....,. .,,..,..._.,.. '.. . �._.-,,.......-,..r...__ _.:,--.•-.,•^�._. � :.ems".._,.._.__._.-..........«.__,»,,,...,....._r_.._ �._.....................,..,...«.__.---'-•- -,•-_r___,....r-_._._..._.._,....,.....r,._.. E»....,_,....._.,..,._,,..,.,m......._............,,,_._.....-,..,r,..,. ..r...r.,.,,,.......>.,._.,,.»...-.,.r_......,�,_,..__»..,._,. !,...._,,,....,....r.._......»_._....,....._...,.._...._. .._..,.,_.."_._..____.-.„.._.....,.......,...,,......,..,_ � 75 10+00 11+00 12+00 13+00 14+00 14 ROADWAY ST SIGHT DISTANCE PROFILE tP8 ) Horiz. Scale: 1"=30" Vert. Scale: I"=10" Y `~�-- EXISTING SIGHT DISTANCE EASEMENT D -�'$�XB* zsv~ --�.' ` —�... DB 907 PG 682 -- — «--- «_ �.:r: := : W---X.,,,_-------__ v ,.._.__ ; _ ST VOOT it CO-11 ---------------------------- ----..__,._ _ / _ 4, f ------------------------ 2 BROADWAY ST SIGHT DISTANCE PLAN VIEW SP 8 Scale: 1 "=3'0 350 345 340 335 330 325 320 315 94 ► RA 1 ' ........ ._._____.__,_....__.._..._..-..._,._._ . _.._.._,__ ..... ...._. .{___-------- __..____...._.__......__._..,,._..-.. _..__...._ _ ,_.__ _,._........_..._-.,..._.._._...._...__.._._.__..___..... 1 -' __..... ...... -_-_,__._.. ------------- --- ,......,_..__..-._._ ,...._._..............._....__.,.,,..,__._.._.w.-.._....__...._...,._,.,.,.,_...... ._....-.,_..._..._..__._...,,.._.....-_____..._.,.,_._....,.__.,..,....,.,.._. -- -- --- _ H.....plT _ ..._..._ ._____...___.._.._._.... 4._. F€�_, _ AN .r.._.r.....,.._.._..__._.....r _...-_ _ .. __..._ _ op s -__.._..._................._.__.__.___.____._.__.,___�_._._........_...,,..,.r.,.._......_..._.___.._.__.___.rNT- J��•--355, .._.._._..__....._.___..._......._..._._..,_..,,,__...-_,..__.._..___._.�..,.__. --�_._-__...__.._...._.:......._W_ __..,... ,....... _.__...._._.....__.,.....,..____.._.._..._..,..__. _.___..__..._...._.._........_.......r_,,,..__.,...___.._...__._ ..._.._._._.__.___..._....__,____._.,.._._._..__,_ _._.,r._.____...,.....,_,_r......._....... ... _.-___._._, _,.... _,......... .,_.____r.....,.....,..__.____.._..__»..,,..-.___. .... ..... ..-_.._,. r_........, __.._..__.-__...,_ ._...___.r_.._..».,_._...r.. �.,"_,_...___....,.....-.,r..-__..,_,....r._.-_..___.._.___.__,._..__._..._....__.._.._.,_._._ ...............___.___..,_._,..._..r_....._..__,. ..,._._.._._..._.._..._..,.__....__..._._.................._...........,....,_,_...r._...,r,......,......,r,...,-.,..........,_._.._._......,.l._.__...,....r...._,.....,._... _...,.....__..._.,,....».........._.........,.._.,,.,r....___....,...»..............._r.,_._,_,,,...,».._._.,.._.._..r.,........... jj _,..F............r-_..._,......._.-._,....»,........_,.....--""_...-..__.._...._„_..'"-..___.._.._...„_...__...."_`___._.,___._......._........_,_......._..r.,,..... 75 10+00 11 +00 12+00 12 3 � MOORES CREEK LN SIGHT DISTANCE PROFILE S P 8 Horiz. Scale: 1 "=30" Vert. Scale: 1"=10" 350 345 340 335 330 325 320 315 50 ! s � a a r;• , .c' '.1 S,r t _ N: 1 It _ r• r �'r .s r t tJ r i _ r r �► 6 iY a "s 1. J� E V •.r'' 1j �y a t (� �y i 'A. f IENTERLINE ----- _.-_�' -�,._ -- �-�Q��_ _ -_--___________ __ }' ��'" ,..-f^```�w I f ..�_,,..�•-�..-ae"�--"" �� Jam` '- ,�..•---,. a�v " srRffT ` G I�Y,..�"-�„ �`""_..--�-.•,....:._-.--- ...-.--a� -�"'__".�'......�.- V ACE c w S19N `� a„ _ ,- ,*, �_04 1N1ENA _-�` _= --_ _�- .--- -- {js�Yys"� (MA E q�ENT - 2- 0" 00 aP SIGHT DISTANCE, EASEMENT ,� v 4 J\R _A � 4 ) MOORES CREEK LN SIGHT DISTANCE PLAN VIEW SP8 ) Scale: 1"=30" _ FOR REFERENCE ONLY 395 - is 390 C o<ro- C mm 385 �r !0 C C ...� 380 c 375 WWI 355 350 Q) 75 • ca MIC F. RS L' . No. 33028 Zd + t 7 � Isz ca +-f C12 Q� to N �+ O � w W &-4 r-j-{ OO P5 co LL, b F- w DOM. PROJECT NO:16,007 INDEX TITLE: SHEET NO: 8 of• 18 7- is DATE: 6/08/17 rn 0 0 o C\ oC\2 o H o Z e, as w O Q z Q Q U Q W Q x U r l V z a 0 �-I C\2 0 O~�> �w C\2 00 U a 0'j ZI rz �I �00aH..W W0C) Z x w `� to Z- CO C\2 Q r+ L o 02 r+ o C2 z 0 H H P-1 U Cn H Cf) H U) H V) H z z z z w 0 0 0 0 U U U U H C�- C�- Cr- � � � � 0 O O O U U U U Z I-�-I U Z H {4 1� z FF-1 z QR O Z r::) O 1--+ w 1-1 H (j a U O 1—! [-, W 0-4 SHEET NO. C-404 SHEET 23 of 25 Project Woolen Mills Light Industrial Project Woolen Mills Light Industrial Type 1 Eseta 1 g LE Type Eseta 2 LITE-ON, GROUP LIiE {�N GRf?l�P,' ES2-130H-MV-CW-W-DB-450 Catalog No, ESI-24H-MV-NW-W-XX-530 Catalog No. EsetaTm LED Wall Sconce EsetaTm LED Wall Sconce ES1 ES2 Luminaire Data Weight 9.9 Ibs [4.5 kg] 14.6 Ibs [6.5kg] with EM, MS options Ordering Information Sample Catalog No. ES1 24H MV NW W BK 700 EM 12.1 in [39744 mmj Notes: 1 Consult factory for other color temperatures. 2 Consult factory for non-standard finish options. See page 2 for specifications. 3 Factory set drive current, non -field adjustable. 700mA is not available for 48H version. Refer to performance data on page 2. Consult factory for other drive current options. 4 Motion Sensor available with MV only. Motion Sensor default setting dims luminaire to 50% when no motion is detected for 5 minutes. Field adjustable settings available using FSIR100 option. 5 Emergency Battery System available with MV only. 3-year limited warranty on Emergency Battery System. 6 Available with MV. Consult factory for HV option, single voltage only, either 347V or 480V. EsetaTM LED Wall Sconce ES1 Performance Data All data nominal, consult factory for IES files or LM-79 reports. 24H 3000K W_w...._ ........................... ___ .............._48H .._.. 24H 4000K 48H 24H 5000K 350 _ 530 _.-._._ 30 3205 _ ._______._45____.__._.__ '-----4690� j 108 28 1 __.__. _____ t_____..___..__. 103 _____._.�3._.__._ 1 3146 4604 112 108 700 56 5641 101 53 1 5537 104 530 83 €..... 8826 106 81 1 8751 108 _..................... ..... ....... 350 .......... _...... _...... ...._._............................... _... _............._....... 29 _..._ .._._._._.. 3301 L._....... _._._._.............. _...._.._........... .._.._._...._...._..._._............ j 115 30 ,......................... _.......... _..... ..._..._....... 3471 ............._............... 117 530 44 ( 4541 104 43 4548 105 700 99 59 [ 5738------- 530 --------- ----.-.--------------5771__.-_._-- 82 s 8707 — _ 106 83 8466 ----- -- - 102 350 _._._..------- _--- ------- .__._._.___._._____.___.___._.____._. 29 3730 130 30 r.__._.__.____�._.___.__._.__. 3922 132 530� E 44 5131 118 43; � - —� 5139 - 119 700 � 58 i 7 65_1 ( 112 56 E .... 112 530 I 82 1 9839 ; 120 84 9585 115 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OR LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. PHOTOMETRIC PLAN PROVIDED BY ICS LIGHTS Luminaire Data Weight 15 Ibs [6.8 kg] 20.1 Ibs [9.1kg] with EM option 12.1 in 1307.551 w w 'p V _ Ordering Information Sample Catalog No, ES2 88H MV NW W BK 450 EM ES2 i 130H. ES2 ! 88H 130H MV 1CW W JDB 450 'IM�� P ear e " olQr iirrrr �"r r; ctRi e ti �E ec a �N r e 1�rLVe � �tolae Distrlbtton ESEiash `�rNn Te stet red CurFttt Min �, fr __..,-tt a .. _.__ MV 120-277V WW 3000K W Wide BK Black 450 450mA PCs Button Type Photo Control HV 347-480V NW 4000K FT Forward DB Dark i ; PCR7-CR ANSI 7-Wire Photocontrol CW 5000K Throw Bronze i Receptacle M5L31 Motion Sensor, L3 Lens GY Gray ; MSL73 Motion Sensor, L7 Lens WH White [ EM° Emergency Battery System I Motion Sensor I FSIR100 Configuration Tool Notes: 1 Consult factory for other color temperatures. 2 Consult factory for non-standard finish options. See page 2 for specifications. 3 Motion Sensor default setting dims luminaire to 50% when no motion is detected for 5 minutes. Field adjustable settings available using FSIR100 option. 4 Emergency Battery System available with MV only. 5 Available with MV. Consult factory for HV option, single voltage only, either 347V or 480V. EsetaTm LED Wall Sconce ES2 Performance Data All data nominal, consult factory for IES files or LM-79 reports. inaire Specifications ousing ie cast aluminum housing with back ounting plate and outdoor rated cable. Back ounting plate includes novel hanging features o allow one -person installation. Knockouts on the top and bottom of the housing allow conduit entry. Electrical components are accessed behind gasketed optical cover. Light Emitting Diodes Hi--flux/Hi-power white LEDs are tested in accordance with IES LM--80 testing procedures. Warm White (3000K), Neutral White (4000K) and Cool White (5000K) with minimum 70 CRI are standard. LEDs are 100% mercury and lead free. Optical Systems The CMNILens1m system creates a low brightness source to reduce glare with precise Wide or Forward Throw distributions. Lens cover is UV stabilized, vandal -resistant polycarbonate. Luminaire produces 0% total lumens above 900 (BUG Rating, U=0). Color Specifications Electrical Power supply features a minimum power factor P P Y of .90 and <20%Total Harmonic Distortion (THD). EMC meets or exceeds FCC CFR Part 15. Transient voltage complies with ANSI C62.41 Cat. A. Integral surge protector is tested per ANSI/ IEEE C62.45 procedures based on ANSI/IEEE C62.41,2 definitions for standard and optional waveforms for Location Category C High. Finish Housing receives a fade and abrasion resistant epoxy polyester powder coat. Finish tested to withstand 5000 hours in salt spray exposure per ASTM B117. Finish tested 5000 hours in UV exposure per ASTM G154 and meets ASTM D523 glass retention. Listings/Ratings/Labels Luminaires are UL listed for use in wet locations and emergency lighting in the United States and Canada. Ambient operating temperature is -40'C to 40°C with no accessories installed. Entire fixture maintains an IP66 and IK10 rating. DesignLights Consortium'" 3000K, 4000K and 5000K qualified product. Assembled in the United States. International Dark Sky Association listed. Photometry Luminaires are hotometricall tested b p Y Y certified independent testing laboratories in accordance with IES LM-79 testing procedures. Lumen Maintenance Models gtSaaAtltk' _4Hi � �C�A�itt04 s -�_ ES1-24H I 99% I 97% ESI-48H 97% I 93% J ........ __._.......... _.................. t ......... ... .... ........................ ,......................... Warranty 10-year limited warranty is standard on luminaire and components. 5-year limited warranty on motion sensor and photo control, 3-year limited warranty on Emergency Battery System. 0 00 0 PQ O FA O x v) rn <4 Z I— �'diO o C\2p �C\2o0 C\2� `r' (),4� > � Q rFt�f(x.. 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