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HomeMy WebLinkAboutSDP202000029 Plan - Revision 2021-01-04L, O p Is � N o CHARLOTTESVILLE TMP 56-87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON ' WB 2013-163 a �f I I I TMP 77-40C2 1 ------ -- maae.,Re-,-a _ --- �__. � ---� 315 DB 3>55-1B _- — " '� "--- "� Refer to Sheets ZONE: LI : . - = ' USE: DRY 1 _ -- :-- " .* C-101 - CLEANERS --= . - wee v`� " " "' , . _: UIT _ C— 204 " BPu.N8�Tg55�eY8M � , � � I 5 .a C-206 OI .. iFX N ® TMP 77-40B ELEMENTAL ECOTECH, LLC DB 4796-325 0 TMP 77-40 610 MARTUC LLC ) -----___ ----------------- D.B. 3847, Pg. 332 - I\ ZONE. LI USE. DIST. i \Q__ WAREHOUSE / YCI-Y11-64 ------ IDR-327.IV Inx In-310010 m. a, c I - � I a � 1 � � I � I I '-_.-------------------------- a 46.00' �69z 2g' E N 57,03,54" pg S 87, qA 16200' 57 0 SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY —il ❑ Existing Industrial I building — — — — — — — — -- i Existing Industrial Building Existing J Parking J halt — — — — — — — TMP 77-40N I TREM COMMERC L -----, TMP 77-40M RENTALS, L I DB 2893-653 H5, LLC --�-�- I DB 907-684, PLAT DB 5033-635 I ZONE' LI ZONE: LI USE: STORAC USE. DIST. I WAREHOUSE WAREHOUSE I------------------------------ 31 5=4, E I Refer to Sheets C-102 C— 201 I TMP 77-40B C— 2 0 3 ELEMENTAL ECOTECOTECH, LLC DB 4796-325 14.06 ACRES C — 2 0 5 ZONE: LI USE: VACANT C — 2 0 7 LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATERVALVE WM WATER METER g 39S<S� FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION sy99�• A BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE TMP 77-21 SCC STORMWATER CONVEYANCE CHANNEL RIVANNA WATER & SEWER AUTHORITY WP WALL PACK D B 660 --- ULD--- ULTIMATE LIMITS OF DISTURBANCE ZONE. L� --- TP ---- TREE PROTECTION FENCING USE: DVACANT --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT PARCEL OVERVIEW 50' -10 SCALE: 1" = 50' SCALE: 1"= CURVE IARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 58.94' 408.40' 8016'07" IS 21'39'54" W 58.89' E2 243 4" 09'28'05" W 123.22' C3 4105' 305842 60; 6V 08 N34045'24" W 414.73' 0 50' 100' 150' g7'07'11" N 45/67'./'. I 1 Existing Industrial building I I I y� I / II 7 TMP 77-38B �J RIVANNA WATER & z SEWER AUTHORITY rn DB 768-277 DB 616-135, PLAT & � ZONE: LI USE: VACANT S 0, 360 81 TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT 50 NG—NH—OR RI-319.30 38' �,. Inv. In-308]B W Inv In_ 0919 30• my ao-3osss• I TMP 77-40A RIVANNA WATER & I SEWER AUTHORITY DB 565-288 DB 331-554, PLt ZONE. LI USE: VACANT i I I - X I I / O I / SDP 202000029 MAJOR SITE PLAN AMENDMENT FOR WOOLEN MILLS LIGHT INDUSTRIAL PARK TAX MAP 77, PARCEL 40B crnmmcvrrtE nrcmnmm ATRG'MAATri' rnrrnrmv vTnr_rnTin > t ; o z Purpose of This Amendment x 1. The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. � x The Intersection of Ford Road and Moores Creek Lane has not been revised. ? � �21 E- 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. New easements were recorded in DB PG z 6 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on pa Q C-401 and C-402 for reference purposes only. a U U Q � x SITE DATA SITE PLAN NUMBER: SDP201600076, SDP201800065 Z �z ZMA NUMBER: ZMA2018000171.4 Z WPO PLAN NUMBER: WP0201600072 -ago LEGAL REFERENCE: TM 77, PARCEL 40B * F C'2o0 RECORDED PLATS & DEEDS: DB 5210-304, DB 4796-325, DB 4673-132, DB 4790-637, DB 4935-90, DB 4797-416, DB 676-326, DB 4893-401, DB 4797-428, Z m DB 4796-325, DB 4452-283, DB 4111-180, DB 3088-272, DB 2797-29, DB 2797-623, DB 1751-156, DB 900-440, DB 274-70 DB 5198-30, DB 5198-45, w w DB 5177-1 Q-' U a m H I0- C j C'S C] OWNER/APPLICANT: ELEMENTAL ECOTECH, INC. w 809 BOLLING AVE, UNIT Ccax w F CHARLOTTESVILLE, VA 22902 •1t• F z MAGISTERIAL DISTRICT: SCOTTSVILLE Z Z a x I�axa ZONING DISTRICT: LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) ~% W PROPOSED USE: USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE. Z a PARCEL AREA: 14.06 ACRES Z W PARCEL ADDRESS: NOT ASSIGNED SOURCE OF BOUNDARY: PLAT RECORDED IN DB 4893, PG 401 SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 2015 OFFSITE TOPOGRAPHY FROM ALBEMARLE COUNTY GIs DATA. TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018. FLOODPLAIN: PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D, EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP REVISION DATED FEBRUARY 6, 2017. 100-YEAR FLOOD ELEVATION IS 324.00. SWM VOLUME CONTROL: AREA OF DEVELOPMENT IS LESS THAN 1% OF TOTAL DRAINAGE AREA. SWM WATER QUALITY: CONSERVED OPEN SPACE AND PURCHASE OF NUTRIENT CREDITS. PUBLIC WATER SUPPLY: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. BUILDING SETBACK: FRONT MINIMUM: 10' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. FRONT MAXIMUM: NONE SIDE AND REAR MINIMUM: PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. SIDE AND REAR MAXIMUM: NONE IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEE FROM THE DISTRICT BOUNDARY; AND (ii) NO PORTION OF ANY OFF-STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY. BUILDING STEPBACK: FRONT: FOR EACH STORY THAT THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15'. SIDE AND REAR: NONE BUILDING HEIGHTS: MAXIMUM STRUCTURE HEIGHT: 65' THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGIN ABOVE FORTY (40) FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20. FLOOR AREA RATIO: TOTAL BUILDING FOOTPRINT AREA: 145,413 SQ. FT. TOTAL PARCEL AREA: 612,629 SQ. FT. 145413 SF / 612,609 SF = 0.24 FAR PARKING SETBACK: FRONT MINIMUM (OFF-STREET PARKING AND LOADING SPACES): 10' FROM ANY PUBLIC STREET RIGHT-OF-WAY. PARKING REQUIRED: ONE (1) SPACE PER EMPLOYEE ON THE LARGEST SHIFT PLUS ONE (1) SPACE PER FIVE HUNDRED (500) SQ. FT. OPEN TO THE PUBLIC FOR CUSTOMER PARKING BUT IN ALL CASES A MINIMUM OF TWO (2) CUSTOMER PARKING SPACES. ONE (1) LOADING SPACE IS REQUIRED FOR THE FIRST 10,000 SF OF INDUSTRIAL FLOOR AREA AND ONE (1) ADDITIONAL SPACE FOR EACH ADDITIONAL 20,000 SF. PROVIDED: PARKING REQUIREMENTS FOR EACH BUILDING WILL BE DETERMINED WHEN ZONING APPLICATION IS SUBMITTED FOR APPROVAL. 97 PARKING SPACES ARE PLANNED INCLUDING 10 HANDICAPPED ACCESSIBLE SPACES. 8 LOADING SPACES ARE PROVIDED TO SERVICE A TOTAL OF 150,000 SF OF INDUSTRIAL FLOOR AREA ANY ADDITIONAL PARKING SHALL BE PROVIDED WITHIN BUILDING FOOTPRINTS AND ADDRESSED DURING ZONING PERMIT PROCESS IF ANY SITE PARKING IS NEEDED THEN A SITE PLAN AMENDMENT WILL BE SUBMITTED FOR APPROVAL. MANAGED SLOPES 1. THE DEVELOPER IS PROPOSING TO DISTURB PORTIONS OF THE MANAGED SLOPES ON THE PROPERTY. FOR THESE LOCATIONS THE DISTURBANCE IS BY -RIGHT AND THE DEVELOPER WILL ADHERE TO THE DESIGN REQUIREMENTS OF 30.7.5. wCD 2. A 19,645 SQ. FT. AREA OF PRESERVED SLOPES WAS REZONED TO MANAGED SLOPES AS SHOWN ON SHEET C-406 PER ZMA 201800017. F o cv Q t` O C2 PRESERVED SLOPES a. '" 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 0 OTHER VIABLE OPTION TO ROUTE THE RUN-OFF TO MOORES CREEK, WHICH IS WHERE THE RUN-OFF CURRENTLY FLOWS. E o. B. STORMWATER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET a M M M ALONG MOORES CREEK LANE THEN TO MOORES CREEK. THE RUNOFF CURRENT FLOWS ACROSS MOORES CREEK LANE, WHICH IS CREATES A HAZARDOUS z z z CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. w C. SANITARY SEWER A. B. & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE. THERE IS NO Ca OTHER VIABLE OPTION TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER SIDE OF MOORES CREEK LANE. z z z CD CD CD 0 0 0 U U U zo CV CJ / I Land Use Table I SHEET INDEX FOR SDP202000029 Description Pre -Development % Post -Development o Buildings 0 0.000 73,084 11.9°Ai x I I C-100......... COVERSHEET Paved 18,300 3.0% 130,781 21.4% C-101 EXISTING CONDITIONS & DEMOLITION PLAN Pervious 594,228 97.0% 408,663 66.70/6 <� I ........ C-102 ........ EXISTING CONDITIONS & DEMOLITION PLAN Total 612,528 100.0% 612,528 100.0% Z a C-200 ........ SITE PLAN �W i C-201 ........ SITE PLAN Q � E-I C-202 ........ GRADING PLAN SHEET INDEX FOR SDP201800065 INDEX SHEET EX FOR SDP201600076 Z w " C-203 ........ GRADING PLAN C-100......... FI£~D'F(AMENDED) SP1.........F1EH'F W C-204 UTILITY PLAN (AMENDED) Z U) U1 ........ C-205 ........ UTILITY PLAN C-101 ........ C-200 ........ (AMENDED) SITE PLAN (AMENDED) SP2........ SP3 ........ (AMENDED) (AMENDED) W C-206 ........ LANDSCAPE PLAN C-201........ 6>?ADING PEWI (AMENDED) SP4 ........ LAYOUT PE-Mi (AMENDED) a C-207 ........ LANDSCAPE PLAN C-202 ........ PLAN AMENDED (AMENDED) SP5 ........ GPdI 6 PEAN (AMENDED) ) O O Z 0 j C-300 ........ STORM SEWER DRAINAGE AREAS C-203 ........ LANDSCW PLAN (AMENDED) SP6 ....... SP7........ BAN (AMENDED) �IS PLAN Rolroad frocks � C-300........ (AMENDED) (AMENDED) C-301 ........ STORM PROFILES & DRAINAGE CALCULATIONS C-301 UTILITY DETAILS (AMENDED) SP8 ........ SIGHT DISTANCE PROFILES C-302 ........ UTILITY PROFILES ........ C-302 ........ (AMENDED) SP9 ........ DES (AMENDED) a x C-303........ UTILITY DETAILS C-400........ �PLAT(AMENDED) SPIO....... (AMENDED) g� a C-304 ........ ROAD PLAN, TYPICAL SECTIONS, &TRUCK ROUTINGS C-401 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN SPI1 ...... SNITA—SE����FILES (AMENDED) Carlton Pie. °odwO E- W a E C-305 ROAD PROFILES & SIGHT DISTANCE C-402 ......... APPROVED SITE DISTANCE PROFILE SP12 ....... (AMENDED) St SiTE E" j E— -- E- ........ C-403 ......... LIGHTING PLAN SP13 ...... (AMENDED) r C-306 ........ SITE DETAILS SP14 ..... DETAILS (AMENDED) o w C-400 ........ EASEMENT PLAT SPI5 .... DETAILS (AMENDED) c`0 00 a � C-401 ........ EASEMENT PLAT SPI6 ..... MESA DE3ML (AMENDED) Fco°T Psc�P SHEET N0. C-402 ........ EASEMENT PLAT SP18 (AMENDED) MAINTENANCE OF TRAFFIC PLAN ° 4, C-403 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN ..... °oP C-404 ........ APPROVED SITE DISTANCE PROFILE C-405 ........ LIGHTING PLAN 2 VI CI N I TY MAP C-406 ........ APPROVED APPLICATION PLAN FOR ZMA 201800017 c-10 SCALE: 1 "= 2000 SHEET 1 of 25 41 as DWAY 115 _--- \ - - EX �, � �� 0 IC fz/w UT 7 60, pUB — — i Fri LJ UT X •.ICI j\� / \�-9° \ i y / / i / / /yII�"d'��'�\/ O gas .II 9°s / —�— < \ \ ` III I I I \\ 20' 0 20' 40' 60' co .ti ti] P E 370— // / /� / g I I \ F SCALE: 1"=20' z 6 Pw as \ \ \ WP R F I - i--- — III Q w w rn 1E \ �wAY 5TREA5ENiEN e % /< / I\\ o Q w h� 13gOA ACCESS 26 \ • / / % k /k / / / k �C / / /ai' �/ / 9°= 9°s�9O5 \ ` \ LEGEND Q ' 1 56 pUBLID)�675�3 DB DEED BOOK X / / /� / — — \ 11 \ PG PAGE EX MH-3 FH FIRE HYDRANT WV WATER VALVE WM WATER METER Q — • .!° / A' k / X �' FFE FINISHED FLOOR ELEVATION Z %' UFE UPPER FINISHED FLOOR ELEVATION ( I BSL BUILDING SETBACK LINE a o PSL PARKING SETBACK LINE P7 �^ a N o P POWER POLE �—I (2 * w < SCC STORMWATER CONVEYANCE CHANNEL WP WALL PACK Z m o O --- ULD--- ULTIMATE LIMITS OF DISTURBANCE Q W --- TP ---- TREE PROTECTION FENCING w Q' W awCOz \ 1 I \ \ FHOD--- FLOOD HAZARD OVERLAY DISTRICT � U a A-1 b U� ads %/ �/ k X xX X X k k 11 I II f ----- * WFz �tJ , k/ k ka X X k®PRESERVED SLOPES PER GIS P C4 / k �X a �/ k X x \----+ I \ v v v MANAGED SLOPES PER GIS Z o U � W -t k k X k X W EXISTING TREES TO BE REMOVED I I 1 \ I ( I 1 \ X X v I I I I I r E X I STING k 9s I 11 I VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT a Z 9°= I III I W TREES 1 �c\ (I I x1 k k IX 1 k X I k �� I k (TBR) w 1 I Al XI kl X I �X 1 X h Z \ I kl I X I I Ik I l k l X I k —------_� I l m I Z IX 1 I k I k I X Ik Ik '`I X I I k k kl I k I I A- A- 0 k EX� {'� I I XI k k 1 kI kl k k III I �\ \ 1� I \ k X I I Ik k k l X/ I x\ k 1 I �I X I I XI k l I '` X I Ik xl I x X I '` 1 X I X k IX IX � I X Ik XI X 1 x \\ \ x Lk X X / \\\ 4024S Existing Industrial Building X X I I k 1 Al \ k X k Existing 1 I I \ o I 11 1 I I I k kl X I IX k IX X k X k 1 k X I \ —� I II I X I XI I Asphalt I a\ I Iklxl I k kl I xlx l k l I X k I '` I k k x\ k X X k I \ _� Parking IW \ I k I Ik lk I I X I k I Ik kl X I Ik I I X I X k \ \ 1 1 X XI X I IA- X 1 k k k X \ I I I I I IX Ik k \ \ X\ k /I 1 I 1 X I I X I 1 XI I k A-1 kl X \ \ X I 1----- X I � 1 X k X � k X \ Ik 1 XI k I I k IX Ik hl I k IX k I\ k k k k\ �o ono X\ X \ I X I k I I k >l 1 \ rn or, X \ \ to a I I I I k l I XI kl IX XI k \X I X k k k \\ \ \'` X X k �\ I II I ° m 1 1 �' I A- Ik ~\ \\ 11 I 1 1 I X I k l X I X I k\ X\ I11 X k\ X X A. \ X X X 404- k \\X\ k\ k k X \/ 1 1 1 k II kl X 1 k X k \ \ \ 1 1 I I X X I X l k k \ I \ \ I 1 kl I X I kl \ h\ \X k\ k k \ k I k k 1x k k X \\ k \ X I� �� SAWCU� LINE IX 1 �I k \X\ k k \\ X X k\ \ X fir\ k k \ X/ 1 1 kl k X IX kl k k\ k k \ ` k \k k EX CONC \ I I I I I /\ ASPHALT ICI I I I XI I x k l X k X I x X k\ X X \X X k\ \ X k\ X I I I I I I I X I Ik \ I k I \ k k\ X \ k \— >� TORTION RETAINING WALL a\-------------� \\\ ---- --------- I I I I k I I k XI \ k\ \k k\ X k� \k 6' HIGH CHAINLINK FENCE \ I I I I I I I IX Ik k XI IX \ k I X k \k X\k X\\ TBR \\ X X k\\ l \ I -I---I - /1� X kX L--- -- \ \ \ I I I J I I kl kl I X\X k\ \k k\ Ik k �\ k �\\ k k x�� k k X �402\\ /l __ II I I I I I I k \k \ k\\ \X X\ \x A- k k \ k k X X �� 1\\ X X ��\__—/----EX. 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EX 22 I \\ I I I 1 I I I x\ A\ X k EXISTING X k \ k �2 X X X \k X I SIDEWALK / I I I I I I I I X\ \ \ X X\ TREES '� '` \ X X k X k 1 (TBR) / i\ Ia I 1 \k \ \k k k I k k k X k X\ (TBR) k\ \x k k k k x\ \k k X \I I \ 1 I I 1 11 k\ k\k k k k\\\ k\ k k k kJk\ x \ 1 I I I I 1 1 I X\ \ k\ \k \ \k \ A'� X l \k� k ` I 1 1 X I 1 k\ X k X k \ k / \ X k I w \ 1 I I I I I 1 1 1 ILi k \ k\ X \ k \ X X \\ k lk k �\ X -k - k X\ k ----- cai w g k k\\ k k\ \k k\/\ '` k '` /� k k X 0— --__ k w building z \ Existing In I k 1 k I X \ k\ k\ k k \ X k k\ k\ k k / x k X X k.----------- 92 ---- -.---- ' U'' ��: z \\ \ \ 1 \ \ \ I I 1 I I k lk I k\ k X\ X x\ k\ k k k\ X X k� k- X- Xh k k X k k k J X m z \ I l l I I I \ \ \ I I k kl 1 k\ X \ k \x\X \X X\k k k X k k X \ \ 1 I 1 I I k I k l k \ k \X �x X \ k k\\ k k \ X X I I I X 1 1 k\ \ k k k k \ X k \ X k I k k \X\ I I X \ X\ X k X \ k /\ k X \ \ > k \ III I I I II I I 1 kl \ X k\ k k X \\ k k \k k k k X k- \X k k k k \\-- — l \ I I I XI kl I XI k I X \X k\ X X X X\ k X \\ k k -k---X \ W X /\k X X k k. E 21 \ \ I I X 1 k \ k \ k\ ?� �k\ k \ k k /k X--- ---\ -- -- \\ k I I X kc X k k \ X k >( / k \ k I I kl I � � I X \ \k X \, k \X k \_ k X �? \k--- X X �� I k I I I I k X\ 3\ \ X k \\ k k `5, X X \( k k X\-- k-� X k/X \ k k k a \\ --- --- �k\ k \ \\ 0 0 0 I — — E I k X I 1 kl �r \ k k\ X k \ k k �--' k- _ X � 7Z-- �X. w c i c� c z Ik I I k k \ k �\ k \ X k X k �_ k END --_ r- co I X I k l k X\ X k k k\ X X k X \k _ 1 I I II I II I I IX �x k\ \k X\\k k \\ k k\ k k k\-\ k k- X X//�� k k k \\\ \---- --� - // kl¢uN �\\ \\------- A o o h} X k \ X \ k k X k ` - - k - - - X 396- k k k x \ ` - 392.2C' \ I I k\ \ \ X k k X k k- X I I k\ k k \X \X \ k k k I I X \k \ \ \Y k\ k \ X \ k / k X � --,(-1 k` \ � / k\ X \ k k X k - _ -- o o \ o \ \X k k\ X\ X\ k k k X k 390—A k X/ k - X `, s Nicy X k\_k k X k X k / ----// I X\ \ \\ \\\ ` o I I I 1 \ k\ X\ \ k \ \k X k \ X X k �' /�I` k a e X k CN \ X k - -- X J\- 466 F l o l k X \ \k \ \ X \k \ k \ A k _ k k /� /-� \�kT/k k \ k X X \ k A k X \ X k \ X \\ X X // X k/�/ k X\ k k k� 7k �k X — 3 K \ — — — m I \ h\ \\ \ �i( -X � \� F X 9 k k\_--- \\\ w w w w I I I I \ k k\ \ k \ X k� \ k k k k -� Xb \\ \ F X - / X W z z z \k \ k \k \ k k \ k �- X k k �f k X �k \ k k --- Q \k k \\ X k \\ x k k k X X k k// k/' k Xi �X1�/k �\\ \ \\ k k�� - X --- - X1X� U U o m \ _--X� -----� �_ -- - --- �i---�I---_ k X k - o - k \ \k \ X k\ �- X-- k X /X k k X X r r E. IN I \ \ \ X �k \ \ \ \k k' X k /X / k / Al __ \X \k \ X X k X ��k`� k z z z I coW \ `-X \ k \ X\ X\ k \ X X I k k X �k X X \k� \ X\ k k k -- -- k k. a---�_\\�` ��_- ---�_--�---- � C) C) �� k \ X- kL k X /k X k k -- k\ X k k X k 3 0 0 0 X k k k k k 8 k X k k k k k X / k X / k / k X k k\ k \X k k�--�-�/x k k k k X X x U U U \\ \ \ k X \\ h\ k\\ \ k\ \ X \ k\ X IX X \\�IX X /� k // k //k -- k /� k - k \\ \\��\k\\k \ X/// k X k X \ \ o \ \ \ k k \ k \ \X \ k — k k----k /k k /X /k \ k\ X k X X k X �_ --�-- c12 CO - k \ \ k k X k k k X / k k �\ k \ X k X -k - k \ X--- z it o `\� k\ \ X k \ X k X / k / k/ k///k X k k\ X k\\\ k X k --k-k - k X- k k \ a - �- \\ \A, \ \k\ \ X \ Al X k \ X k k X / k k- \x k \k \ k �- k X k X k/ X k /� / k -k \ X \k k X k -- a / k/ k/ X/ — X \ k X k X k X � k \ \k \ \X\ \ k \ \ \X k I X k---� k / k / kph k7 k\ X\ -k-k \ lk k\ k X X k X k X X //k k// k /k �� k k k x \\ X \\\\ X X k\� k--k_- / k / k k /- - k k x\ \k k k \X k\\ EXISTING X Alk n \ / z X \ h\ \ X \ \ c\ k\ X \ k X k k / k / X / k k/ X---_ k \ \ \\--/ a� \ - � \ �\ X \ k k � k l X k\ X k � k X / k X / k X \ k \X\ k X k X k X E-� \ X \ \ \k \ k \ \ k \k k� k X / k / X/ /k / / k k \ \ \ \ _ \ k \ \ TREES a X\\ k \ k X X k — k X/ /X k / k k k X/ X k _-k �- �\ \\I k \\ k \ �\k x TBR k k X k X k k k W C/� Z Z X \X \ k X k// /k / k / X //X k \ k\ X k \ X \k n ( )-N X k k X k k k k x k X�� x k\ \ k \ k X\ k k k / k / k k X \Y \ \ \ k k Xi k / //k k \ \ \\ k \ X \\ k k X k X k X —k k / \\ k \\--- \ \ \\ k k \ k k X k k k k X ,� Z -- _ a k k---- k \ k k X A k \ k k k X k X k X /kX / X X X k -�\k X k k X k X k k k AlX k k X X W E- Z \ a Q Z k k /X / k / k X \ \ k k\ k k X X X k k k k \ \ \ \ \ \ \ \ X X \ X\ k k / W /X �k k/ W k X \ A \ k - k \ \ Z - / \ X k' k k k k k k X k k k X k X k k * O F _ � //k EXISTING k/ k k \ k - k k \ \ X k k --X R �� ; \ \\ \\ \ \ \ ,X \ k\ k k / X X / k k / X k/ TREES X X k X \ k k\ k \\'t' k - 0 k k k --X- - k k X * O Z Z o� \ X k k k k X-- X —k X k \ \X k/ k k / X �k \ k k- k X \ k X \/ X X X k X— —— Z O T1R G \ I X^ \ \ o \\ \ \\ c \ k k /k / k k X\ ?�� �X k, \\\�-� k k k k k X k X � WW k \�-X �l X k X / (TBR) / X' _ X \\ �' \� 2C \k k��\ ��� k X k X \ X X k E� o k \ X k k� - 3 \ k k X k k k k X �( X� \ \ \ \ \ \ k \k \� k X k / k/ k k k k �Y X Xk 0 k -���� k k X X k X a s x x T k X \ \ \ \� X -\ \k \k �� k k k / sr X k� \ k �- <k> _k_ -- X k X \k k k I w \ k X 3� X ---- �C X / / ---- k k k �k k-- X -X_ k k \ X k X * a W �\ \ J, ` \ \ \ \ \ k\ \\ \ X k X k k \\ k �X --\_� #-- - X k \- X k X F W ~ F I k \ \ \ \ \\ k \ \ X k X k X / X / \ k �k-- X Xy�� �k - k k - ___X_ a X k �X k X X/ /X / k X k X X \k k X k\ X k k k'--X k k �_ � y� \X� x k1 X -k -- X w � F• \k\ ��k k X X --k-J / k / W X -k --\ X \ k k X k -�/��� �k�---- X------ ., 6\ I >k\\ k ��k X k- --� k -- k k // k /k k /k /� X X k\\\k X\ k k�X�\ X k k X k k '� X\�� k \��\ - — — w o J \ \ \ \ \ \AV ��k k X /X \ k X'--- ---- ---- k-a k\ \ �k k-k - kIM - \ \ \ \ --� X\ ��k X----�C-- X / �P k/ / k —\ k k �k k X k �N\ \ \�� �x — _-- — SHEET NO. I\ f \ \ \ k \ k �� �X X k k� / X -k--- k \ k k X X k k \ \ k k k k XX--��- rk� k\ k - X-- k�k \X \ �\ X k s0�k ��X— \\k - - --- V I O I \ k k\ X k X X -� / k X / k / X \\X \ k k X k _k, k REFER TO SHEET C-102 SHEET 2 of 25 REFER TO SHEET C-101A - _ _ /� EXISTING X k \ X k X k �r \X / k/ k / �/ X �k k N X� k �I\\X\\\ o X Orkl G > \ \ \ \ \\ \ \ k \ Al \ \`Y \/X k / k X TREES k — X \k \\\ X \ \�� �a X X X X k k X k �\ a X k �� k X k X k k k k X � u \1 ( \ \ \ \ \ k \k \� k-k X (TBR) / k� X _ k \X \k k �� k k k X \ k X k \ \ k \ INC X -- X k k -z i X X k k� k \1 32- X k -k k k X / k X k X k �Y k k k p k- T k X _ k X Al X k X L Tk X �� /k / /k���-\ --X k X \k X k� k k \ k k k k- k \X� - k - -x_ -- k X X k \ k X X k X X k \ k X // k /X / k k X k \X k�� k k X- k� 1 \ \ \ \ \ bX' >F - - k 6\ I jX \\ \ \ \\\\ \\k\ \k k X- k-- k---X-k ��\\k�\ k X k k k ����- X---- X-- o \� \ k � k k-- k k �� k k �-_ X X k X \ � �� -- - - �-- k \ \ \ k k X k /k k o a J - - o ��-k _�----�--- k � k\ `� k X/-k-X - k �\ \ k Jr�--- �- x 1 \\ \\ \ \\ \\ k \X\ ��k X - -- k- -- -� X �X�/ k //X /fir X X k k� k \ X X �3sp� k X k A- X� \ \ k �2 < X� k X X k - - " ¢ F k �� k k k k� /k / k/ --'�k \X �\ X - — k A- A- - \ \ k\ k ,k X k - / k / k / k k k \ X k \ X X \ \k\ -k ----- /k / k/ /X k �\ k \ �Y k X k k X \ \X > k \ X X k o F a w as w X k k- k X k �' / k k k X k X k \ X ° k X X k -- 54 k k/ k/ k k\ k - X -------k- k A\ \ k X\ X X k X Q z Q Q 0\ \ \ X k \, �( k ��X k — k- k�� X�/ // k // X k k\ X \ \ \\ k k X X--� k X X �� X \X X\ X X�( X �� X X k X �� X ¢ z x \ \ \ \ \ X\ X \ k "\ X ` X k\\ \ \ k X --I(-- \X X k k X �� k k� X k k k X \� - -X - X k k --k k � \ 4=K \X k X kl - kk_ -�- k k / X/ k \X Al X----� X----�k \k k\ k F kX� k X Q r� x \\ \ \ l \ k k \ k \ \ X --- X k' �f / k X-�k \k �� k X--- X k \ k \ \X \ FX k--c--i�� w �\/ k k k k/ k k k k k X k X k\ X� k A- A- X y Q k �-----k----- -- Al k\ k X \ X \ _k, k \ \\ \> k\ k X k\X \X Al k k_k k k __X k k k, I� k/ k / k� k X ��k k X k --X\ k \ X \ k X k v - k �-\ X A X �/k X k k \ k \ X k k k k\ \k k— \ \ \�� \ k k \ k X k _k k X �� X �k X k \ k '- X k k k�� k\ k\ k F \ k \ ,\ 1 k - \ �Y \ \ k WV k\ �� I k - __X X-- �F k �� /---� X �\ k �X k-------� k \X X\ k \k X \ k X \ k k t OA.T\ \ 1� \k k � X k X X k X k k X X X �\ X \\ X�k y�v1�R�F // / -� Z �[� k \ �\ k\ X X k� \ \X X �� k�35p� rT - - X X �k k X X' k / SC k k k - _ k k� k X k X—X - �C- — �X ` \ \ \ \ k \ \ A, k \ \ k \k X k �k � k X - k-- \ k� \ X yl --�/ / ao ��k i�X - k X X --- k_ X \ k\ \ k\ k \\ \k R l I / /Nl X \ ----- _ --- k/ �%� X X_ -k X� �\ k�k - X -I( X X k \�\\\ \ \ X yl---------/// /// a ���o �e 0' \ \ A- X k_ -� k k k X ��k k k \k \ \ p'M \(kV'%ty�y\---- \ \ \ - - W� \ \ - �/ - X�Wawoz k k �X w o F �k \ \ - - - /k -X k k� k X X k k �k FXF �� yC p` - - - - - - \ \\ ------ �aEw k X -k X X k k IN 34§_X X X - k_k -- k -_� X k k w� p� oh X X k ---k EXISTING X k -_k �� k -� \ \ y \\ \ \ \ moo hp— `� ��� ��- — / — _ - k_--- k X k - ---X k k \ \\ — 3� - ZQ4Cx ohp- \ \� -- _ `�— ___ — k -- - TREES k X / - k-- X k k-�_ X X \k k \Yl \\ \\\ \� ---- —I _P. a \ _ --- ---- -- — \ \\-------- �oc� 8 wgrFR onp� \� � -- - / - - �- � k �- k k (TBR) X �---k k X X -�� X -X �„ X k � � �E\\ \ \ \\ \� - z W � RR"ah r or g Csq \ r °Fp - k X k X k k 332.4� h - k k X X k X-�&k-- X-- k k X k k___X 2' X X k ktio� np X X - -X - - -k - X X Yl encell temporins chain io,lof during `Av X — — -k— k— — — sanitary sewer. /--�-------------- Ilk MOORES CRi------- ■ �� - - \ \ \ \ \ \ \ / / /�// \ eNCNAIN 7//Vk\"9e --'-` \ PUBL CRUCBLE WIDTH E \ E �� 'A CESS EASEMENT ' — — _ _ I / /-------------- Remove portion of existing — — 00-YR F X= _ x= �_------- ----------- fence required uir Rep acestall \ \ \ \ EMq FloodPlain \ \ \ \ — fence after sanitary has - -LOP �INV 31�J-46 ` — — — — — — �' o — — — be -fin installed. \ \ \ \ \ / / / / / , A / / / MCI-MH-04 Top=327.10' — — — 30" Clay (RWSA _ = MCI-MH-03 / I / IrIn-�310.90 — — '— Rim=322.64' Inv Uut — — _'Inv. In=310.36 310.2 =310.80' —� Inv ut-310.26 ��-�, / � I I - INV=319.0 X k X k-- \ \ EXISTING '` X X k X Al X TREES/ (TBR) X X k k X X /// / \ \ \ �Rq\ \ \ ,, �,------ IN( ,-' ��- I MCI-MH-02 Rim =319.20 -- \ _ Inv. In�30�"79 _ — / — \ 30" Inv Out=308.69' / — — — — — o c i �c�° FH FLOOD HAZARD a OVERLAY DISTRICT U F F F ------- /// Q -- —— S S o --- /// //// E- E- E- 0 0 0 � co z / i/� ZZ /1.4 / / \ \ \\ \ ��- ��/ / / /// / // Z Ea Z o / 0 9 LEGEND H E Q \ C o DB DEED BOOK PG PAGE N FH FIRE HYDRANT WV WATERVALVE p �A WM WATER METER o FFE FINISHED FLOOR ELEVATION 7� 'p 710 UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PRESERVED SLOPES PER GIS PSL PARKING SETBACK LINE PP POWER POLE v v v MANAGED SLOPES PER GIS SCC STORMWATER CONVEYANCE CHANNEL 0 20' 40' 60' WP WALL PACK + + EXISTING TREES TO BE REMOVED --- ULD--- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING M-171 VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT SCALE: 1 O' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT I . _ E- W E-F W a F 0 � n SHEET NO. C-102 SHEET 3 of 25 9�R W W__N �04 2� 2� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A 0 V a�� � � �� � a �-- Enndd of ACSA public sewer Total a a �b,A a a 0 Floor Area Warehouse Employee Employee Customer Customer a a a ,_f--- Total Floor Opento Floor Area No.ofEmployees Parking Parking Parking Parking \\ a� a Building Area (SF) Public (SF) (SF) on Largest Shift Required Provided Required Provided 1 14902 1000 13902 10 10 10 2 2 �� p --______2 9032 1000 8032 5 5 5 2 2 (\ -------___-- 3 8140 1000 7140 5 5 5 2 I a T ---- ROADwA E 1115EE ----- EX - _ 4 7748 1000 6748 5 5 5 2 Clx 4��4 STR /µr ®- 5 7450 1000 6450 5 5 5 2 B(60R PU9L Ic R'/,.) - - 7 4110500 5 000 40105 5 5 5 2 8 3500 500 3000 3 3 3 1 C � I 9 4250 500 3750 3 3 3 1 1 � x a 10 5280 500 4780 3 3 3 1 1 11 2816 500 2316 3 3 3 1 1 co . d F 12 22460 1000 21460 8 8 8 2 2 a13 5800 500 5300 3 3 3 1 1 z ¢ -14 xo4 a a a a a a a a a a a I 14 6000 500 5500 3 3 3 1 1 ao Q 7) PAW a a a a a as a a I I y a� Totals 145413 10500 134913 76 76 76 21 21 Ca U x a a a a a a a Total Parking Spaces Required =97 Loading Spaces Required Q v a a a i Total Parking Spaces Provided=97 1 space for first 10,00 SF of Industrial Floor Area STREET MENT P a a a a a 1 space for each additional 20,000 SF of Industrial Floor Area. Z BROAD ACCESS ASE a N New Retaining Wall E a ( 000)/20,000=8 1+ 134913-10 6, pUSL1DB 675 326 ,tch . 1 a a \1 w/Handrail a Loading Spaces Provided=8 Z 5 con...6 Max Height=22' EX MH-3 j o a n a v LEGEND O ' DB DEED BOOK �j ^ o utlet S a a PG PAGE Q k F r to PO C-612) a a FH FIRE HYDRANT � " o 0 a a a a a WV WATER VALVEVj <q�j WM WATER METER �0Ny ?+ W 0 FIFE FINISHED FLOOR ELEVATION 2 G] °J z LIFE UPPER FINISHED FLOOR ELEVATION �� M a a a a a i BSL BUILDING SETBACK LINE �j co A PSL PARKING SETBACK LINE r PP POWER POLE V * W F W / F ItSCC a a a a 14.0' WP WALL RM ACK R CONVEYANCE CHANNEL rT� Z a a - ULD-- ULTIMATE LIMITS OF DISTURBANCE --r- a x a a a I - TP ---- TREE PROTECTION FENCING W o U aa --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT W I, a a a PRESERVED SLOPES PER GIS a I I a a a G(,� MANAGED SLOPES PER GIS W EXISTING TREES TO BE REMOVED ew Retaining Wa I D w/Guardrail o a I 1 ®VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT o"eight=5' o � 2-STORY SITE PLAN NOTES: 60.0-----12'- I a 3,000 SF/FL --, W R 6,000 SF _0_ -_ _ _ _ _ - _ - 1. REFER TO SHEETS C-400 THROUGH C-403 FOR EASEMENT PLAT. i Loading 1 r I 9 Space 1 o FFE=394.0 I (Detail 7/C-30 (0 EX� 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING z I-------------- ,� C6 A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER 35.0' o 4z, 67.0 l THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. O cd ti ' al Bu us Existing 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. n 13 18.5 vv 10 CG 2 G-12 Indtriilding 4. KNOX BOXES REQUIRED ON EACH BUILDING, CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATIONS. 1-STORY Existing5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE 0 1 5,800 SF 8 S aces 9'x18' --�„ Asphalt FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHALL BE ISSUED c-> FFE=393.50 `n UNTIL ISO NFF IS CONFIRMED. o 1"WM1 _ _ _ _ _ = Parking g 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING 0 5R COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. 13.4' �o z ' 32.6' 9.5" __________L------- -I I M 5� New m 58.0' Retaining Wall F 1"11 L WM I 9' m w/Handrail 11 I ` 4 0 CG-12 Max Height=8.5' 11 j S / O• 8® co Spa es 9'x1 1 I N FH E 5R CG-2 AIca) VA R j o� a a4 one SAr i wb�,c: 10 145.0' 5' ADA Ramp I o a 5'R EX CONC I Co w/Handrail nGRETAINING WALL n , L------------------------------ °' 21 - TW=403.1 C'20' 0 20' 40' 60' I /\ 24 \I T_ _ SCALE: 1"=20' I °4 I I E ew Retaining Wall C I a it w/Handrail a -a Max Height=15' e a / CG-12 . 14.0'------ I ----- Guardrail 1 12'x35' i I �n 13 I Loading Space 11 1 -(Detail-7/C-306)-� CG-12f�. AL 55.0' e I � W z 0 I I N I 0 1-STORY o N 6,110 SF ' A o G1=374.00 � FFE=385.00 o N 0 m � o I o C) \ � I II\ New etaining Wa I B= w/Handrail \ Max Height=ll' k 12 2-STORY 11,232 SF/FL 22,460 SF GFE=388.00 FFE=398.00 Dumpster (3/C-306) 12 GG-2 23 a. .. s :� '` � ° .. ° a:: , L �•� °a: �.a6' 'CbfZe SId;7�yalk NO � � s c' 0 V Dumpste (3/C-3C , 2 2 Spaces 8'x18' ce 9' 18' �y�� 215r7.0' .. a a aaa aaa aa asa aa a aa as,aF aa -- 1,X--- --i aa 3=STORY o 7 o2 139F/L a dI ace I a a 0 41,925 SF a s a i tail--/C 306) I SO FFE=394.00 a oP GFE=381.00 LFE=371.00 New Retaining Wall N w/Guardrail a Max Height=7.5' a New Retaining Wall M a ® 50.0 Max Height=2.5' 215.0' a 2-STORY 1 - _ a 1,750 SF/FL 160 R x35' 3,500 SF) OH i0etail ding SPac i FIFE =37050 . 0 GG-2 TrUc<s_(lr �C_3p6) i a 25. =390. __ on a o a I140'R 16 BEI a o k LE MO NT V s.0 s .,' '/.°` a/' A' °. 14.0''' ° 18• a Asa a �a s \` 1 te N CC- a a R a 96.0' o b Weir Walls 2 a V: R f t 8/C-306) 83 6' ' 2-STORY O(9,0 SF/FL 2 (9,032 SF) FFE=348.0 UFE=368.0 ,-New Retaining Wall A Max Height=2' 1.. a s� "W . �` O2-STORY 2,125 SF/FL (4,250 SF) eWk FFE=374.00 =388.00 . �6 (eero a a r_ 14.0' Cori Si a a r> I 2-STORY 5 a` c� I 27.6' 4,070 SF/FL . I.x a ^ i co I^ .S I B o a " I FFE== 1.0 FFE=351.0 0 UFE=370.5 OG a v i j 2-STORY M 3,874 SF/FL REFER TO SHEET C-201 a_• aaa 0l aaa Z Existing In building U z O_ E- a z E E ew Retaining Wall G w w w w w/Handrail & 1.5' Gutter Ca o o <Max Height-7' CD a a a a a a s a a z 11121COI �a a s aaaa a a a a a a aaaa a o a a a a aa aa w a a a a a a z a a W� New CG-6 Channel 20 Q a , D 0 0 1 Q 2-STORY O Z 2,640 SF/FL O -- (5,280 SF) o FFE=377.20 �l x UFE=387.20 F w 88.0' E- E- r 6'.Ca1c. F" E ..' Si¢Awgtk U fp a Hj r� fy „WM CG-2 CG-12 a x ea 7 SF aces a a a @ 1 �'x18' SHEET N0. 9 s C-200 SHEET 4 of 25 REFER TO SHEET C- 200 A wan raiax Height=ll' 2-STORY i --1I - __ Conc! Sl ewolk „ 18 a a CG f O UFE=387.20 4,516 SF/FL o i :, I co Wp O a ° a a.6. 88.0' O(9,032 SF) ; Ii ° a Q i I 4,070 SF/FL Canc . Sid@wQl'k FFE=348.0 0 X y � 0 U I 27.6' a N a CG-2 i n N c"n� L o IN .0 ^ FFE=351.0 0 ® a a 7 S aces UFE-368.0 I-x o,\I (8,140 SF) 1"WM G UFE=370.5 0' a © 10''XI a) i O a� I i a" I 2-STORY o ® 1 'x18, New Retaining Wall A i o `D i E U I J Q I n R Max Height=2' a o\ I 3,874 SF/FL a 9 a a 88.0' (7,748 SF) CG-12 8 Sp e® a a p 0 4.6' FFE=354.50 Xy a a rete.. o UFE=372.50 n CG-2 a N o z a b a an� a a a a a co dva/k�' a d E- 5 Sp ces , CG-1 P w cc aal r .P . \, p 10 x18' S e 0 11 „WM ., .. �. NO RIGHT TURN ONTO , R CG 12 CG_2 ; :. 5 10' h o � 0 0 2-STORY z FRANKLIN STREET 1„WM " ,. 10 5� 10' 12 P e @ 70 3,725 SF/FL ®S 'x16s o q ¢ z Sign i '$. (7,450 SF) 5 x U • ';. a FFE=356.0 w F q � .: UFE=375.0 x Concre to Sidewolk.' ,...., 5' cc-2 ORS' s g0 A o y o a ®F Mon ment 30 Private\ bFH 5 O s. 69. 2 L'3 Kk Sign s \ 11 S °^ ' �a R ENO kaaO St 122� _g _o P ces 1 p.x1 10' 1 Conc'Sidew v 19.0' ylvd\FzE Z ®®X n�� ..' E®OO O C \ p FORD' � CG-2 S1k .n .. e . a`. 65(L EX A New Retaining Wall H 00 0 CG- b RD S Rp ® w/Guardrail r\ o r 2 S �s AD E ® Max Height=6' Cadew 1WMM" � Privaya* w a' 10• e Site) E­ o Z x � o U 3 17/N/ M 9S 9 3 WP y� d W ®I ®FX W�pOnConcS1�wa)kV � z e Monument sign 2-STORY 1 Y� SF/FL \ t paveer/ak O a a 1(2,8 6 F F)L uar rail y U rn d c� Fw� ment a a FFE = 360.00 0 W z o 0 1q� BFE = 340.00 -- Z z x /V 2-STORY © a Sg ew Retaining Wall I w ¢ a. eo//orasee?/ Sltreet NNew Retaining Wall L 7,451 SF/FL Exist F at 9n NO R/ rw/Guardrail (14,902 SF) FE OE RRnch�orN \ SNTO FpT T(jR Flax Height=7' LFE=326.50 10 1RE Ele SPike k 1 9n RO R Ap UFE=359.35 yl a 1 MU S 0 122.3' MINIM SLNew y� raRetaining Wall J w/Hand '------ ® Max Height=7' F8E/v -\ MOO EEKL----- ------------------- --- AC/_VARIABLE -------___PBLIC33,qEACE/AIIy7//Vl� LIB / _ _ _ _ -� ---------------------- _- - - - - - - - - - - - -- / MCI-MH-04 / Top=327.10' - - - _ _ MCI-MH-03 J Inv. In=310.90 - - \ Rim In 22.6436 Inv Out '=310.80' I Inv Out=310.26' I (DJ.Inv. Rip-Rap Berm \ I Forbay Crest=315.5 I Rip -Rap Berm I Crest=315.5 I I I I Emergency Spillway Forbay / J � Elev: 319.00 / \ - - - - - - - - - - - - - / / STORM WATER MANAGEMENT BASIN \ / SWM-1 LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATER VALVE WM WATER METER FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP 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 SITE PLAN NOTES: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATIONS. 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHOULD BE ISSUED UNTIL ISO NFF IS CONFIRMED. 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. L, � 9 G O N o o 'o � o �co 20' 0 20' 40' 60' SCALE: I "=20' _w/Handrail 04 o U ax Height=10W -'t az w I ' I ' I ' I i i I I I i i i MCI- -02 Rim=319.20 36" Inv. In=308.79 30" Inv in=308.79 30" Inv Out=308.69' z 0 F a, U V) q F z EE--E z E- z O O 0 U 0 U 0 U 0 U z 112 Co 0 x N Z WUa Q �Z� a �aQ w C~ O Z F E- a E o w a a x � SHEET NO. C-201 SHEET 5 of 25 BroodwyRd-1 -4 gag End of ACSA public\sewer I \----I \ _--- __--- ,-- �z ��� 0 T, a/ 9=�9° I 1 \ \ \ \ \\ i o °�Ah e STgEE _ _ - = Ex __ z gg0 RDWAY 115 \ _ \ � � � - - / T � s� 1 -_ - - - _ C o OUTELIC RIw) 20' 0 20' 40' 60' o 0 rxn ptjf3 \ \ 00 SCALE: 1"=20' PG PAGE C7 C �� FH FIRE HYDRANTG V WATER VALVE Q Wr A WM WATER METER / ° i� / / / \ \ \ \I \ I / l FFE FINISHED FLOOR ELEVATION j UFE UPPER FINISHED FLOOR ELEVATION z c - a PCSP I / / / / / / / / // - / / 9• o \ I I \ I BSL BUILDING SETBACK LINE Z rn _ - - 1ER \ ' /' ' / / / - ° \ \ \ \ PSL PARKING SETBACK LINE g" W P T I ■ / 7 �� 0 / / / I / / - - - - - / \ I I I lam- PP POWER POLE 7 4 STgEE MENT \� ! �� //'�J/ / 4\l _�9" I SCC STORMWATER CONVEYANCE CHANNEL o y WAY EA5E - / / II \ WP WALL PACK g� SROA ACCE5 326 \ > ' ' ew Retalni g Wall E// / �� / / / g �905 -905 \ \ \ I j / �- ULD--- ULTIMATE LIMITS OF DISTURBANCE rn1 a W 0 PUBLIC 13 67`' -p`tc / 1 / �i _,w/Handrail / e°° - °5 \ - I I / / I \ TP---- TREE PROTECTION FENCING �3 ' C - 56 D cone �. / / / Max Height=22' '/ - \ MH_3 I FHOD--- FLOOD HAZARD OVERLAY DISTRICT Z o c� / / \ / I FH FIRE HYDRANT 0 •. / / J � I WM WATER METER � W co N tlet S / / / / i / / / �� GV GATE VALVE C4 a d I / / v Imo co P Pr W W PRESERVED SLOPES PER GIS * W H W G1 - / � / / / / / / / / / I , I � I \ � MANAGED SLOPES PER GIS H W x + + EXISTING TREES TO BE REMOVED o v VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT W GRADING PLAN NOTES: - - - - + i I 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. F- - - -'- - - - I I 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW TO STORM INLETS. ew Retaining Wa I D 15 I I I >I II 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE \ \ 1 I w/Guardrail 9s i I SCREENED FROM PUBLIC VIEW. ax-Height=5' \ I I I I 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES wl I �I I \ U L LESS THAN 2%. 2-STORY 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED A I II � I 1 1 3,000 SF/FL �---- 00- I W 1 W \ I TW90.d I \ 1 a 6,000 SF - � J I i I FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' I 1 I B�/88. I \ T 92.0 I TW62.0 - - - - - I ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY z \ l 0 1 1 1 I I I I 9.5 I I I 1 B 88.o I W�9:5 I // FFE=394.0 EX_ -- i I) II I I APPLY FOR A LOMA To REMOVE BUILDING FROM SFHA. ZJ / l I I I I I I 1 I 1� I 1\ I I I 4 I BW95.0 I1 ftl a)I I I I I I I "� O /. °° \ I \ \ I I I I I 113 I I I I I I v. 4\ \V 4024 Existing Industrial Building n \ I 1 1 I I I I I I I I I \\ \ I P9 4 \ k s Existing ! I li I II Z\ \\ I 11 I 11 1 1 II I I I 5�00� I II Asphalt I 1 I I FE-393.50 I I I 1 1 \ WMe Two4.s _ Parking BWOo.5 1 I I I I I I I I I \ \ P93.1 P93.3 \ / I \ I 1 1 1 I I I I I I I I 1 I I P89. \\ \ I TW.5 'b I 1 1 9�3I I I I 1 I \\ \ o\\ `\ � Bws1.o I � II I I I � I \ �,°'�� �' �\�\ P91.8 P92. \ New I II II I \ m \ 1 1 h 1 I I \ \ \ 1"WM \ \\\ \\ \ ,40I w/Handralil Retaining Wall F I I II I I I~ \ \ \ I \ I P�9.8 \ \ \ \ \ \ 4 Max Height=8.5' 11 1 1 \ 1 1 1 1 I I \ \8® 1 \\ FH P92. \\1 \ TC 0.4 �\�\ ` ARV \ I 1 \ \ \ 1 I P g�g ♦ / / I I \ I r > TWo1.8 TC95.8 BW95.8 03.1 I 1 I P8 .16 oQ \ \ \ / \ \ EX CONIC \ RETAINING WALL------------- L\--------------- \ TW=403.1 I\ I I 1 I I I ws c 4 .2 I \\ I \ L-- - TW89.5 4 1;94.0\ / 1 - 400 BW89.5 I \ \ \ \ \ 2-STORK _) \ / - - EX 22 I I \ \ II I 1 I I I I I \ 87. 7.4 \ \ \ \ 11,32 F� 22,460 1 I I I \ \ \ \ \ \ \ GFE=388.00 I I W8 \ \ \ \ \ \ \ \ \ FFE=398.00 \ \ \ T000.0 TW00.6 BW97.5 I I 1 I P 71 \ \ \ � BW94.6 \ I 1 I I II ew ♦Retaining Wa0 CI g I 14 `\ \ \ `\ ``�/ ----'/ \\ \ \ \\ Existin Ind I I I I I I 87.2 \ \ \ \ _ _ IO I w/Handrail I \ \ \ \ \ \ \ \ O \ I I Max Height-15' \ \ \ \\ \\/\ /J >�. \ building I \ 1 \ I 1 0.0 \ \ \ \\ \\----/ 394 `\ V A \ TW98.5 0 `\ o 0 0 ° I T P85.1386 \ \ ^ t j B 4.5 _ w `.2 `.2 `v \ 1 I I TW$$4.5 P85.3 / \ \ \ \ \ \- - - - - - - - I IBW79.0 I I \ \ \\ \\ \ -- \ \ --___ P�Zt�Qff0- I I I TW8 .0 I ITW P93.4 P93.7 <O BW6.6 `\ - `\ TW94.0 ----- --- - - - \ \ z BW92.8 TW97.0\ \\ a 3gp BW90.0 \ �� __-- F F TW94 F .O // ` I I I I ° .• .. _ ♦ _. _ f • e a l � + T.` BW9'2.D I I I \ \ \ \' a .l\. ° _ • ° • .,. ": ` 7 •.' / .,' •.. j'.. .tJ9lf- ! • ." °. d '" '� °\\/ (\ _ / ra \ \ o \ \ \ \ \ \ \ \ 7V -�- 2s:- \� \ - - - / \ ew Retaining Wall G z Z z 1 I o I I I \ \ \ \ \ 1 \ \ \ \ �390- - / ^ - - - / I 'w/Handrail & 1.5' Gutter \ \ \ o 0 0 BW90�L 3 \MaxHeic�ht=T- - I I W I I I \\ \ mot -STORY\ \ \ \ `\ \ ` ` \ \ - ` - _ - / / / 3JSTDRY- _ -a / O O\ \ ` T 91.5a TW92�� \-`- 1 1=3 .0 \ \ \ \ TG80.8 \ / T3,975 SF L a / \ I o I \ \ G1=374.00 \ \ \ �/ BW90'l-`--- I /1_ / \ __ / TW8 .7 III o \ z I \ \ FFE=385.00 \ \ \ \ / 41 925 S� T�1090. \ _ TC80.5\ \ - - 1 - _ - - / / / 394.00 / / 3.0 \ \ 39 TW90.5 BW88.7 WE GFE=381.00 / - - - - - b / - - f / New Retaining Wall N _ \ \ \ W87.-W85.- \l_--_ - ,w/Guardrail =- I MaxHelght=7.5' _ \ I \ \ \ \ \ _ \ TC9.8 I I \ \ \ --- \ \ \\I o\ \ / / / �/ New Retaining Wall M---- 1 \ \ \\ \ \\ \\ \ \\ \ 1 m \ - - ` / / / / / / / / Max Height=2.5' \ \2- ORY ` TC 8 2ss TC� .5 - / / / / 3� \ ` \ 1 0 SF�(FL 378 \ ---- / �/ �� 17 D� 312\ \ 00SF) \ --_-- 21 �/ W [� 0 H / W70.7 \ ram_ 5 \ \ s \ �/6T2 - - - \ \ \� \ \ \ New CG-6 Channel / TC8.40 / �5 T 77� \ - \ 2-STORY \ \ 380 i6 / / / T\1 ' \ \ \ 2,125 SF/FL \ \ �O TC79.8 - - \ \ s \ \ 15' HDPE / Z M \ \� \ \ \ 4,250 SF \ E-4 U ✓ \ \ \ \ \ \ \ \ \ \ TC, 4.6 \ - u i.. ' . d _ _ t7 \ \ \ = 374.00 \ \ l • _ " : • / • a/. " U rHDPE �i Va to \ .. \. -8�0� \ \ \ \ 10 2-STORY F 3 ���iii \ 'y \ \ \ \ \ \ \ \ - \ 0 TC7 . \ - - / / i \ \ \ - ' ' a . \ \ \ 2,640 SF/FL 9 2 * F a /1 \ d. / Weir Walls \ \ \ g' \'� \ 5280 SF W W E- \ \ \ \ New etainin Wa \ / / = \� \ a - (' ) TC79.2 E- F- \ \ \ \ \ \ 9 (Refer to 8/C-306) / •-.,,_ \ ` - _ _ . \ w/Handrail / / / � ` FFE=377.20 r4 F- \ \ \ ax Height=11' \ T - \ \ \ / /' / P47.0 / °��-� - \ \ \ " \ " ? ' - - - _ _ - UFE=387.20 TW80.5 o w BW68.0 \ RrSTORY \ \ / / / P44.0 / / / / 1 1 18 - - \ _ _ 0 / �/ �d . ' B W78 4,516\SF�FL / / / \ �, ` \ p \ \ o \ \ \ \ \ 2 9 032 SF / 2-STOJ \ \ , .. > FEE=�48: � \ / // 4 OT0 SF/FL P7 3 � . /. SHEET N0. I \ UFE=36": / / / (8,140 SF) \ " iS~ �� r - - _ 1"WM \ \ - -- FFE=351.0- _ 4 DE P7.8 C-202 REFER TO SHEET C- 203 SHEET 6 of 25 REFER TO SHEET C- 202 \ \ \ w/Handrail \ ax Hei ht=11' \ TW73. \ \ / / / / / / - - 0 \ \ \ \ \ \ \ \ \ \ \ BW68.0 - \ \ \ \ 2-STORY \ / / / P44.0 a.0 <� ;\ ' 18 Q \ \ \ \ " �.,, > . _ - = UFE=387.20 - TW80:5 BW78 0 \ n\w \ \ \ 4,516 SF/FL p 4-,070 SF/FLFFE=348.0 \UFE=368:0\ o/ (8,140 SF) - - - _ O _ _ - -- - -- / / FFE-351.0 - \ - E \� - \ P7 .8 Q; \ \ \ \ \ TC 6.1 TC47.2 / UFE=370.5 \ \ \ \ \ \ \ \ \ \ \ \ New Retaining W11 A W / / / / \ �2-STORY - - - 72. \ \ \ \ - 3 A� - - - - - - TC48.0 / / / - - - - - \ \ \ 3,87� SF/� - P7 .7 \ \ \ \ cc) / � ✓ : / . - - \ \ 7,748 SF) FFE=354.50 - C/P4 ."_ \ \ \ UFE 2.50 >. , - --- �I - - TV@qu � o co esww,0 x C 5.65 T P49 2-STORY \ � - z E- \ G \\ \\ \ \ "WM �� 2 /'/// // 49. / P 9.9 .:. ?'_---------3725$F/FL\\ \ \ \ \ \\\ / Q � W W � \ \\ - (7,450SF) \\ \ \.�:. �\ ---- - / o z U ------FE=-356.0 \ \ \ ---- ca u w UFE=375.0-\ \ \ 3z0 \ \ \ \ \ \ -C TW70.0 ,� / \\ FQRD p\1 I \ 5 , _ \ \ \ \ BW70.o TW76.0 jp 1V �e,) \ _ \ O - ' / / / - - \ \ �� \ \ \ \ \ \ \ \ 7� BW7�:� ,Gy \i�\ \ - _ - \ `35p oa / // // -- VOL P54 - P \ \ " ... ° . , e'. \ i6 \ \ \�X / New Retaining Wall H o URD S o \ \a \ \ - - yl w/Guardrail ULD UL - _ _ { -R \ E \ \ \ / \ - / ' '� - \ 1"WM -\�- - _ l P1 V �� ' \ \ \ ®� y� - - - - - - Max Height=6' / (� a F 0 '. � O cv cu \TW61.0\\ --- ��acoz - - 2-STORY 1" \ l \\ B�V61.0 ----__ F-I f��~d�ra _ _ _ < \\\ \\ - 0` - �- `� 40� --- ------ 1 ----\- a-1(2,86���TWou.0\ 3�0 \ � W61.5�\ \\\ \------ �r �D 1 1 w_ ww FFE = 360.00 B`W5 0� \ y \ \ � .0 \ \ � o x BFE = 340.00 \ \ \ \ \ \ 368- r4 � 046 \ - - - - - - - - - - - 2-STORY - - - _ © - \ \ \ \ ew Retaining Wall I \ \ \ I Z a ¢ a _ ew Retaining Wall L 7,451 SF/FL TW`n - _ 0 \ TW58 0 w/Handrail Qk\ wgTFRO \ \\ - _ --_ --- -O w/Guardrail---------�14902-SF�-_--- BW40.0 _ TW�.O �FE C� \\ &W ax Height=l0' RRh-"rr) r\ gcsq \ .. - - - O - Max Height=7 LFE=326.50 - - - - - - - BW40.0 Spl k I �1/ - _ - - - - - - - - _ _ FFE=349.35 £ \3� - ---- ------SIFE=3a35_ 3242' k\ - - ------BW34.0 - TW40.0 k\ f ��Q - O ---_- y� --BW40.0 \\ \ \\ _ \ - - - - - - - - New Retaining Wall J \ \ \ \ \ \ \ \ w� \ \ \ \ \ \ \ \ / / / / // I I w/Handrail -'--- _ Max Height= ® - - - - - - 7' \ / MOORES ------ULD- ULD \ g C 4�\\ �A CREEK LAN --- A 1'UBLICDB � s, -------00-yR ------- FEM 100 Cypioln \INV 319 46 \\ / /MCI-MH-04 - Top=327.10' _ _ 30" Clay (RW` _ MCI-MH-03 Inv In-310.90 - - - - a-�G Rim=322.64' Inv Out Inv. In-310.36 310 '=.80' - - - o-� v ut=310`26' J Rip -Rap Berm Forbay Crest=315.5 / I / J 1314.5 1 Rip -Rap BermINV- 1(9, 0 / l I `t=315.5 / J, LE410 ` \ / / / / / � Emergency Spillwa Sq � - \ ULD lev: 319.00 / \ Forbay \ \ CJ \ \ \ /ULp� STORM WATER MANAGEMENT BASIN SWM-1 D MCI-MH-02 Rim \ / \Inv. In-38�79 _ 1 (i \ 30' Itry in=308.79 - - \\//\ / 30" Inv Out=308.69' o 0 0 F n c� / o CQ It- IW --\ I \ \ \ L \ \ \ l I / /// /j/ j/ o FH FLOOD HAZARD Gl° I / / / / / / pE OVERLAY DISTRICT U EE E-E E-E U S S z z z C) C) cam.) C\2 co / A� C-D �4 Z 41 / LEGEND DB DEED BOOK / PG PAGE FH FIRE HYDRANT \ \ \ \ J / // / / / / / Z Q Z GRADING PLAN NOTES: WV WATER VALVE/\ \ \ O 40 / // / WM WATER METER - - _ /1. REFER TO SHEET C-400 FOR EASEMENT PLAT. FFE FINISHED FLOOR ELEVATION o x / UFE UPPER FINISHED FLOOR ELEVATION G , / \ / / E» j W 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW \ / \ / F ,a BSL BUILDING SETBACK LINE TO STORM INLETS. \ W PSL PARKING SETBACK LINE / \ / / E+ E� a F 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE PP POWER POLE o U SCREENED FROM PUBLIC VIEW. PRESERVED SLOPES PER GIS J SCC STORMWATER CONVEYANCE CHANNEL / \ \ \ // // \ \ / r r` W 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES LESS THAN 2%. WP WALL PACK o 0 o MANAGED SLOPES PER GIS o7 0 / \ \ / // I a --- ULD--- ULTIMATE LIMITS OF DISTURBANCE 7 ✓ / / 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED --- TP---- TREE PROTECTION FENCING + + EXISTING TREES TO BE REMOVED \ \ \ / I / SHEET NO. FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT / \ \ // \ ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY FH FIRE HYDRANT C-203 APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. WM WATER METER � VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 20' 0 20' 40' 60' _ / / \\\� ' / // NO NO NO NO GV GATE VALVE NO NO NO NO NO \ \ \ SCALE: 1"=20' F7SHEET 7 of 25 --------------- —— — — — — — — — — — — — — — — — — — L I I III 1 � z� __— _ — �— _ I \ I \ a \ _ — — �- — — — g L �9°� --------` - O BroadwyRd-1-4 End of ACSA public\sewer o� 20' 0 20' 40' 60' �7 ------m -_ \ \ SCALE: 1"=20' F I Dy1'AY S 15EE \ _--- \ \ _ EX \ 1 \'_ �_ _ _ LEGEND \ — — — ' + 13ROA0UTE 11 R/W) _. -�— UT T� _—_ --/ _ DB DEED BOOK \ �gloPG PAGE IPh (60R pUBLIC — — — / _ ' ' a � 1-- \ \ \ FH FIRE HYDRANT \ m \ / r / / WV WATER VALVE x WM WATERMETER � \ V x ( / \ FFE FINISHED FLOOR ELEVATION �- / \ UFE UPPER FINISHED FLOOR ELEVATION • I^ _ _ _ / / i \ s ° \ / / / \ /Y @l / / f _j % i —�� — ' \ \ < \ I ,I 1 / / BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE _--- PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL — — WP WALL PACK —37p— \ \ \ i I \\ - ULD--- ULTIMATE LIMITS OF DISTURBANCE I I I -- TP ---- TREE PROTECTION FENCING \ --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT FH FIRE HYDRANT WM WATER METER AD ACCESS SREAT GV GATE VALVE 1 J� —gas �G I\ i I I II \ BRO 2g \ _ e / ew Retaining Wald / I� / 9 9°s \ -- \ I I PRESERVED SLOPES PER GIS 56, ptj 13\ 675� — / / 1 / / �i /w/Handrail ///Max Height =2 i / / / e — — \ _ — — 1 / G-TX MH-3 MANAGED SLOPES PER GIS / EXISTING TREES TO BE REMOVED oQ '• / / / / r to PO C_ -(j12) / / 376 loll/ / / I / / / j j I I ®VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT tiG UTILITY NOTES: 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 / s — ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE — I I ~ — — — — — — — — 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 ew Retaining ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE / 1 \ o , , I w/Guardrail / 90 I MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE of 1 ax-Height\ \ I I I I DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR 9pe I I li I INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA I pp 2-STORY I STAFF, FOR A SMOOTH TRANSITION FLOW. v W n \ I I I I 1 I I \ 3,000 z SF/FL_ /4GC I 1 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE 1 W I 1 I I I 1 I \ I \ I I a 6,000 SF _ _ _ _ — _ _ — I I TO THE SATISFACTION OF RWSA. F I \ I I I I I I I I FFE=394.0 I I 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END m EX 2 II VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE I FLOWS. ' /,a \ p i I 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN Existing Industrial Building I I I THE FIELD AND AT RWSA'S SOLE DISCRETION. II ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL 1I'sTOR�I I II I I 11 I \ \ \ I \\ X s == Existing I I II I 7. TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR 5,800 SF I I , I \ I I \ —�'I Asphalt I I SHALL COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN FFE-393.50 I I I 1 1 1 \ WM I �" \ _ Parkin I I I ADVANCE OF THE WORK. 1 a \ 1 \ 1 I g I I 8. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE.1 o\ — _ � z2.5°BEND 45' BEND o --- / \ \ z t " DI WQ�c 45° BEND / \ a I I sI \ 8aer "� NI I 1 3 ° m I 1 1 1 I I 1 A 1„WMI I ew Retaining Wall F I \ m \ 1 1 \ \ \ 04, w/Handrail f I I \ \ \ I I \ \ \ \ \ Max Height=8.5' II I I I 1 FH \ � I � \ \ 1 1 1 • I� , / Y\/ \ \\ R 1 WM IEX CONC \I \ \ m RETAINING �°0 CRETTG WALL � \ TWAININ --------- PVC \ I \ \ \ \ \ \\ \ 402\ 400 \ \ \ \ 2-STORK EX 22 I \ \ I 11,232 SF/FIL \ \ \ 22,460 SF \ \ 1 a I 1 I I I \ \ \ \ \ \ GFE=388.00 FFE=398.00 w \ s CQo 0 N x co m d E--E o z W O Fa x " Cz U x W Fa U N 0 z CV o O Z H O I W N00 a] NN z > a �_ LJ * WEW� WOO Z P. U W � z az W I I g 114 \ I\ \ \\ ---- \� Ro W Existing Ind E- ew etainin all C \I \ \ \ \ \ \ m I w/Handrail \ \ \ \ 'Q �00— — — — — _ O ra I I Max Height=15'\\ //J `�'-------------- — Y \ building o o — — — — \ 394 \ O 82 — z \ \ z w \ o O I I I I I I I I I s• \ \ I \ \\ /\ —� 2 E-E E-E E- rn Pq W W W �\ I \ \\ \\ / — -- —\ \ — ----- -- \ Q C) C) C) I II I II I II I 13 15 wDPEI I \\ = \ 11 \ a' �\ — — — �\/ \ \ _ ------------- — — — \ \\ \ o 0 0 y \ \ \ \ \ \ z z z \\ X6 TEE //\\\ C) cC cam.) it I I I I I 1 12\ \ \ —\ / 3g0 \ II I II II I I I I \\ :>. \U.a.a .a, < —..` — i' _ ^' a .a °7 j d T.` • \ — — — — / / — z .--i CV CO \ \ a.. 4 .. 3JV— ? 6 .1. ° 'P \ °\ l \ \ Ak \ ew Retaining Wall Go ° 'w/Handrail & 1.5' Gutter — \\ \ O \ Max Height-7' \ \ x 39 I m I \ �1�STORY\ 3— TORY_— \ \ \ a - I \ \ / -f3975SF / /�/ \\ \\— \ _\\�`'\\ — I -G1=374bQ \ 7 ,4 Z �I�' \ I \ \— FFE385.00 \ \ I \\ / 41,9255� /�—�/ \ \ _—/ �— --- — --_ o \ \ 394:00 GFE= 38100 "> °2 / / LFE=371.Of� \ \ \ /— — _ —�— — �— \ \ \ \ \ 38D \---� l\ / / / ,w/Guardrail x \ \ \ / 8 �\ \—-- W E \ � \ \ / — / Max Hei ht=7.5' _ / \ _ Z "W z New Retaining Wall M Max Height=2.5' o — — a O -- E� ,,2�ORY � �' Z \-1750 SF/FL -578 \ —\ ---- �/ �� 7 0\ 3�2<\ (3,500SF)\ FFE=37L5 \ \ \ ', New CG 6 Channel / F a w E 21 5TSF/FL\ \ >. 380 W F, - \ 15" HDPE \(4250 SF) \ S - x \ \ \ \ \ \ > \ FFE=374.00 \ „ 22.5° B ND P — — 1V Vt; ,. \ \ 88. \\ \ 1 O 2-STORY SHEET NO. HDPE \ a t e \ \ \ \ 2,640 SF/FL Weir Walls (5,280 SF) \ \ \ \ \ \ \. \ \\ \ \ New etaining Wa I \ \ \ / / / (Refer to 8/C, 306) / ._.; — \ \ — _ \ C 2 0 4 FFE=377.20 REFER TO SHEET C-205 SHEET 8 of 25 REFER TO SHEET C-204,_�A \s \ \ \ \ \�,w/Handrail \ \ `\ \ \ \ / / j / / _ - _ _ \ - 0 _ UFE=387.2020 � \ \ \ \ Max Height=ll' \ \ - \ \ '2,-STORY \ \ \ \ \ \ \ \ \ \ \ o \ \ \\ \\ \ \\ \ \ \ \ 1 \ \ \ \ \2 \39j,/ /�J --SF/FL 2-STOP032 SF rrE=.348: / 4,07-0 SF/FL ,.. �n. \\h / / ( // / 8140 SF) \UFE=368:0\-------� / �FFE=351.0- UFE=370.5 \ \ \ \ \ \ \ \ \ \ \ \ New Retaining Wall A W / / / / \ �-STORY \ \ \ \ \ \ \ \ Max Height=2' ° / / / - - - \ 3,87� SF/� rn o \ \\ d\ \ \ \ \\ \\\ er' a;°----�• d --// ✓': <,/'... a --\ \\\ \ \FFE=.354 50 --- - \ \ -----�--- -- x UFE- 72 5\ o 0 2-STORY z E- w �w w \ ,9\ _ 'F .-r ----- -- 0 S�FL\\\ \ \ \ \\ \ \\ / / 0Jj z 8 Q ¢ x \ \ PV \ E7-356.0\ \ p U \ \ \ tee - - . \ UFE=375.G- \ 3Yp - �\/ 2 � // '�� / o /'� - n a \ i \\\ \ \ A\ROA- - - - - PE . .. ° 8 GV \ \ 45�, BEND �X� A / / New Retaining Wall H o w/Guardrail T ht=6 g Max Hei 4. \ \ - �JJ _ 2-STORY - � \ ----__ I -I Q4 card U� \a \ \ \\ \ - 0` /_-\_ (2,816���\ 3� \ \\ \\ \\ --- �wFw P �D CID P n \ \ \ _ - --- _ ---_ FIFE = 360.00 \ \\ \\ \\ \ Woo COP-°hP- \\ \ \\ --_- /-- - \ \ _- 2-STORY----__-_ © __� FFE 40.00\ \ \\ \ y� \\ ewRetainingWalll\\ \\ \ - n 8'l oh \ - - / _ TJew Retaining Wall L Yl \ W eat q P \ - - - 9 - - - - 7.451 SF/FL - _ _ _ - - \ w/Handrail \ \ - - - - _ _ 0 U a iSoter Moito k/s w TFR \ - _ - - - - - - w/Guardrail - - (14,902-S4 - _ _ - \ GE \ \ ax Height=10' \ \ \ - _ - _ W d, o ee �/til' n• � CS', ` � � � - - _ - - - - Max Height=7' LFE=326.50 - - - - - - - - \ \ � ItRE E \ \ \ \ � - - - - - - � W h this sl ty Note q - - - - - - - FFE=349.35 Z heet) s pP o� - ------------_ UFE=359.35 � o P hp \ \ _1--- - - - - - PVC - - - - - - �0. �yl New Retaining Wall J q� -_-_ -- - --- �-w/Handrail 8 \'--------' - Max Height=T '� / MOORES/ VARIABLE LANE \ ENcE �l/�/K 9a kj \ PUBLICLTIJ AB CE S EASEENT Pp I} /�---------------- \\ 00-/--------------------- -_-\` yR FEMA Food --- _ Plain an\ \\\ \ \INV a /MCI-MH-04 ----- Top=327.10' - 30" CIaY (RWS - - \ MCI-MH-03 1r1�In-310.90 - - A� Rim=322.64' /Inv Out - _ Inv. In=310.36 310.80' - Fr_ \ C Inv ut-310.26' 320.5 eo / I Rip -Rap Berm �314.5-/141 Forbay Crest=315.5 I INV=319.0 31/ �/ /� / // ♦ I 4.5 � Rip -Rap Berm \ C`t=315.5- �/ / - \ / / / ■ I I - Emergency Spillwa Forbay ---- - / lev: 319.00 -- 7 STORM WATER MANAGEMENT BASIN \ SWM-1 MCI-MH-02 Rim=319.20 -- Inv. In�3eal _ 30" Inv Out=308.69' _ 42 / / / \ / / w IN IN � It-o 40* E-E FH FLOOD HAZARD OVERLAY DISTRICT F F F 7) z P o 0 0 z z z C) cc cam.) UTILITY NOTES: / / I 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. \ \ \ \ \ \ \ / / / / / // / CO / I 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. / I 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED / / I UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED / / I AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. / 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE \ \ \ / / / // / / / �4 TO SCHEUDULE A CORE OF A MANHOLE. \ \ \ \ \ / 41 p 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 / LEGEND ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE /• DB DEED BOOK MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION \ �- \ \ �' / / / /// / // <� 1 Q 9• PG PAGE OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY 0 o FH FIRE HYDRANT BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH Q -- E-' / WV WATER VALVE TRANSITION FLOW. WM WATER METER 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO _ /\ \ \ 40 // // / / / a �r FEE FINISHED FLOOR ELEVATION THE SATISFACTION OF RWSA. \ / I \\ / // a a LEE UPPER FINISHED FLOOR ELEVATION 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS F a q BSL BUILDING SETBACK LINE WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. / \ / E" W - o' PSL PARKINGSETBACKLINE 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE / // \\ / / E F m PP POWER POLE FIELD AND AT RWSA'S SOLE DISCRETION. \ \ / \ / w -- F SCC STORMWATER CONVEYANCE CHANNEL PRESERVED SLOPES PER GIS , / \ \ \ // / \ \ O W 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL TIMES WP WALL PACK / / / X x MANAGED SLOPES PER GIS DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR SHALL \ / ULD--- ULTIMATE LIMITS OF DISTURBANCE \ ✓ I / a COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN ADVANCE 20' 0 20' 40' 60' Fn --- TP --- TREE PROTECTION FENCING + + EXISTING TREES TO BE REMOVED OF THE WORK. \ \ \ \ / / I I / SHEET NO. FHOD --- FLOOD HAZARD FIRE HYDRANT OVERLAY DISTRICT 8. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. GV GATE VALVE / C-205 SCALE: 1"=20' WATER METER ® 9. EXISTING 30" RWSA CLAY PIPE SHALL BE PROTECTED DURING EXCAVATION - / / \\ \\\ / ' I // / \ \ \ _ \ AND INSTALLATION OF RETAINING WALL K. SHEET 9 of 25 I 1011 III 1 I \ III! I I \ \ \ II I �!lI iul I I I I \ \ • . A\_ tel: I —_ — �_ \_ ��-9— �— V — _�------- = = =----�---- LANDSCAPE PLAN LEGEND: --- BroadwyRd-1-4 C \ p v U End of ACSA public\sewer �g AS- ACER SACCHARUM QP - QUERCUS PALUSTRIS LT - LIRIODENDRON TULIPIFERAU W Y STREET 1 \ \ — — _ \ EX \ \,_ ® IC - ILEX CORNUTA N o BRo R UBLic R) c`� ��—�� _UT aT__—�-- LANDSCAPE NOTES: x _ m m j I j\ — % _ / — 1 L, \ / 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE q z q q !I Illi i \ i Cv T� / / / ' ' ' —— _ _ _ \ — — 1 � �— \ \� / MUST BE SCREENED FROM PUBLIC VIEW. o z x 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS x c7 U ' a \ —� PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE _� _ - x GROUND COVER NOT GRASS q °° _ 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. \ i I I \ I 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING ® \\ / — _ _ — -°°° \ / / �� �' �/I \ \ °� I I \ II THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. Z ni! I s _ _ I \ ^� / / / / / / / \ \ 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION Ni I'It — / / / / / / °°= 0 \ I I I BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED Z 1 ni; D _ ° 'llt§ _ -'� STREET MENT I\� ■ $D �j / / j j / — — _ — — ` ` _ — / 1\ i III WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE o / % 5 / / / / \ /9° I PLAN APPROVED LANDSCAPE PLAN. / \ 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' n o DWAY EASE r / �' I b BROA ACCES326 \ 9 ° ew Retaining Wall E �/ g ° ° \ \ I i I� SPACING AND 30'-40' HEIGHT. (Z r4 0 lid 56, pUBLIDB 675 — / 1 k --w/Handrail / 9J.— a — — I li _ , I 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) Z 0 0 �iil4! \ 6 / / / / / Max Height=2 i / — \ _ — \ I Gi�X MH-3 j AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6' ON CENTER.Cv w Bill Total j rz a 'if"\ - / R PO C-6, 2) \ i / / / / I / / / I Key Quantity Botanical name Common Name Planting Height Size /Cal. Canopy H fx q 376 Canopy rn -V .. Slope greater than 3:1 / / I I SHADE TREES 2 Acersaccharum Sugar Maple 11 13/4 195 390 * o p / See Landscape Note 8 / Z t o-; I i J9 � / / / / / / i i I w a �tiG �liiil QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 j LT 6 Liriodendron tulipifera Tulip Poplar 12' 13/4" 387 2,322 (� o / lift Shrubs W ql!i I W / // f / / / / / / / / / I \ IC 28 Ilex Cornuta Chinese Holly 18" ht. min Z fill / / /' / / 1 I 1\ _ _ _ li Canopy Grand Total 3,452 Q / // /' // // ,�\ / 1 � I I--------- I Ill I�\ z wv l— / / —�—1 I 1 \ LANDSCAPE CALCULATIONS w INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF TREE CANOPY PROVIDED: ew Retaining WoI D 15 / I I EXISTING TREE CANOPY "A" = 221,120 SF (SEE DETAIL 10/C-306) IIiI ;1 I I 1 I I w/Guardrail / °9 II!il I I I \ 1 ax-Height=5' \ i 1 I I EXISTING TREE CANOPY 'A" CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT !p, \ I jl!�I I I I I U L \ J 9° l l i 15'-15' SPACING AND 30'-40' HEIGHT. _ 8q 2-STORY 1 I W !iI!I I I 3,000 SF/FL EXISTING CANOPY BONUS. 2 20 SF X 1.25 = 27 00 SF ---� /4CC I � I E 21 1 6 4 h Bill' I \ I I I 1 I I I I I I I I I I a 6,000 SF I;I 1 I I I I I I/ FFE=394.0 EX 2 I 1 I PROPOSED CANOPY = 3,452 SF �' !hill l I II 'TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK , 2 a illlo \ I 1 \ I I 113 I I A,4 I gal„iy \ \ I I I I I I 10 I I I I I I\ \ I \\ 4o24s Existing Industrial Building / I III IPARKING LOT TREE REQUIREMENTS X — Existing , I i�� \ \ 1 11 1 I I I I 14STOR� I I I I I o I Q� \\ , I \ --- —� Asphalt I j l I I 1 1 1 I I 5,�00 Sl I I I I I \ 'I P I 1 TREE PER 10 SPACES I I I \\ \ I 11 I 1 1 I I I FFE-393.51) I I I I I I 1 \ WM I\ _ Parking l i 95 SPACES PROVIDED TREES REQUIRED = 95 / 10 = 9.5 TREES PROVIDED = 10 OK .11 1 II I, 11 II 1 I II II II II I II II II I I 1 e� _ \ \ \ \ _ _ . , \ _ _ _ — _ — — // 1 L----LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: �� PROPOSED PARKING AREA: 61,255 SF I \ I New Retaining Wall F / 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF 1 WM \ \ \\ \ \ I ,4p4 w/Handroil F� I PLANTING AREA PROVIDED: Max Height=8.5' II 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK STREET TREES: R � — \ \ i 1 TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW 1"WM I STREET TREES WHERE POSSIBLE. \ \ \\ \ Planting / \ EX CONIC Area H \ \ \ \ \ \ RETAINING WALL IL\ Illil I I I I I 1 I I > I 1 747 SF 1 \\ \\ \ \� II I TW=403.1 \ \ DB DEED BOOK I\ I I I I I I I 4 VED SLOPES PER GIS 1 I \ \ II PR?�SER LEGEND IIII I I I I I \ ® \ \ \ \\ \ I G G v v MAMA ED SLOPES PER GIS \ L = — — _ — 'C FH FIRE HYDRANT \ EX 22 + + EXISTING TREES TO BE REMOVED WM WATER METER Il I I \ I 1 I I I • \ \ 1 \ \ \ \ \ 2 \ 402\ 400 I WV WATER VALVE VARIABLE WIDTH FOREST AND UFE UPPER FINISHED FLOOR ELEVATION !ji!i 1 1 I 1 1 I I \ \ \\ \ 2—STORh` ` _ \ / I FFE FINISHED FLOOR ELEVATION Hill I I I I I 1 1 I I I \ \ 11,232 SF/FL \\ \ 22,460 SF \ \ 1 OPEN SPACE EASEMENT BSL BUILDING SETBACK LINE \ \ \ GFE=388.00 1 / \ PSL PARKING SETBACK LINE HillI I ' I I I I I I I I \\ \ \ \ \ \ \ I` \ FFE=3s8.00 \ \ \ 1 \ PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL UWP WALL PACK LD--- ULTIMATE LIMITS OF DISTURBANCE dill I 1 I I I I I I ew Ketaining Wall C \ \I Planting \ \ \� \ \ \ \--- TP ---- TREE PROTECTION FENCING \ \ \ \ , \ — — o QO --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT IIII! I w/Handrail I ®, \ I Area G \ \ \ �400_ O '!II I \ \ 200 SF • — — — — FH FIRE HYDRANT I!yll 1 I I Max Height=15' ®, \ \ \\ \\/\\ //]------------- \ WM WATER METER 1 \ \ \ — — — — — J \ GV GATE VALVE Planting \ \ \- / � _ — — lii i I 1 \ 1 I 1 I Area I \\ \ \ \ \ \ \ — — — / \94IN IN C\2 �I \ o 0 0 / I y j I I I \ 1 I I 1 I 1 I\ Sea \ \ \ / _ � \ F��� l01 I I I I I I \ \ ' I \ \ \ \ \\� �\-- — \\—// � SCALE:"�20' 'I!li I I I I I 1 \\ N 'hill I I I II 15"IHDPEI I \\\ _ \. ------ — — — \ z —----------- \ \ m o o a 111 I I I I 15 \ \ ° s. \ — _ / \ \ \ --_ [i] W W W I i I I I I I II I I II II I I I \ 1\ \\ \i..) ...:, _.—.' _ 3..°...39o---:° . °. > 6 T.` a ° a — ` — q O O O ♦:. ° e ° ., I I I 1 \ I - 3g4 \\ \ / / �/� ��--- Q Area F�\ ---�— — —// / \ �� \ z z z IIII I I \ \ \ \ I \ \ \ — — — _ �465 SF _ — — / \ ew Retaining Woll G 0 0 0 OI/'/ MaxHei it & 1.5' Gutter c� c.� \ �F- .-. c>t CO \-/� �\ \ a \ —3 1 ------ z 1�STORY\ \\ \ \ \ °' \ \\ ` _—/ /�' _a —/b / \ 79 \_ �_ \ �\ !II I I I I \ 6,1T0. SF \ \ \' \ \ \ - , — / 3�STARY / �� \ \ \ Slope greater tha 3:1 �— — — _ — I I I 1 I I \ \ 61=374b0 \ \ \ I \ / �3,9,9 SF/FL a \ p — I \ I \ \ FFE\-385.00\ \ \ \ \ \ / 41,925 Sv 1 — � / \ \ See Landsca a Note 00 GFE=381.00 g / / LFE=371.00� New Retaining Wall N' L \ / / / ,w/Guardrail x \ \ / \ H` / Max _ -- ------ -- I / / //� Height 7.5' \ \W�° /a \�\ Z / /z // / ,/- \ \ \ --- � -' �-- -- �_ �--- / g 3 _ — —�I--- �— — a a _ New Retainin Wall M 80 \ 8 / / Max Height=2.5'-- Illll \2�ORY I!i�i \\ \` — — \ \ \\ \ \\ \ \ \ \ \I \ 378 —\ / 3j0 \ 3j \ \ \� 1,750 SF/FL i!i 1 I o \ \ \ \ \ l — = \ 2 \ 00 SF)\ W � / Q \ � New CG-6 Channel \ � 2-STORY \ \ < MO —� \ �� \ a \ \ \ 2,125 SF/FL \ ; . \ ��p _ i� d 15' HDPE M� \ — \ \ 4250 SF \ \ [~ lij!I✓ \ \ \ \ \ \ \ - / �E V \ \ \ \FFE=374.00 \ .. a p- T i Va t \ -8�0\ \ \ \ 10 2-STORY e» w E @ \ ' \ \ \ ,640 SF/FL E. — F Weir Walls \ \ ,. \ 5 280 SF F' F" lyi \\ \ \ \ \ \ \ \ \ New etoining Wa I \ \ \ \ (Refer to 8/C-306) i �. \ \ _ — \ lantin — FFE=377.20 w�- F IO \ \ \ w/Handroil \ / ea D — — \ \ \ / / / /� \ g UFE=387.20 o w 1 \ \ \ \ ax Height=11' STORY \ / ..: ° 1 — — a rxn 4,516"WFL / / / / \ o ,'. :. .°. ° . SHEET NO. l O \ \ \ \ \ \ \ \ \ \ \ \ \ 2 \(9,032 SF) ` — — / / / / / 2-STO-R \ \ \ \ FPE=�48.0 / 0 / 4,070 SF/FL \ � — _ ro :. y / / / / (8,140 SF) \ \ - \ \ \� �- `.�1— �� \ \ \ a — — \ I .I! UFE=368.0, , , „W C-206 REFER TO SHEET C- 207 SHEET 10 of 25 REFER TO SHEET C-206 jilji if \ \ \ \ \ .w/Handrail I:I!I, p v \ v / _ �., . �_ _ UFE=387.20 co II!.x Height=ll' \ _ \ \ \ / / / /.�^-�18_\\III\ \ \ iiilj \ L \ \ \ \ \ \ 4 516 FL \ / / / / gyp/ \��\., ° aj[l\\\\1 / / /2-STOP\�\\Y\(9,032 SF� \ / / / / / \\loll \ \ \ \ \ \ FIFL-4W.040T0 SF/FL \ - \UFE=368:0\ / (, )/ o FFE=351.8- / / ,UFE=370.5 \ \ New Retaining Wall A - i I \ \ \ \ \ \ \ \ Max Height=2' a j / / / - - - - - - \ 3.8 SF/� - a_ _ \ \ - - _ - - - - - I..i; I \ \ \ \ \ - \ \ \ - - - - r / / / / \ \ \ \ \ (7,748 SF) z CQ Hill \ \ \ \ \ \ . r . v - / ✓ : .°. / \ \ \ FFE-354.50 _ - - - - - _ \ \ - _ - _ - a - - - - - o \ d \ .. \ \.e • e.. I Ili1 \ � \\ \ \ � \ \ \ \ . • �� � � � / / �_ , � \ \ \ UFE�2.5\ • �. � o _ _ x m a E-E ��a' C�J \ \ \ \ \ \ .•' _. 60_ - - - - - - . r - 1 „W / _ \ \ \ .° `' ' . / .: \ O \ ��O - - .zz E6 I M W C .'-Y725\ \ Q U w F 2-STORY 8»PV/ (7,450SF) I°�f 11 \ \ . / \ \ - - UFE 37 . 0 FFE 356.0 \ \ \ ca u) _ � � � 0, \ 3Z Q O® / \ _ _ - _� •'. \ \ \�X / New Retaining Wall H - C / / ./ / W pRD S R 8 0 ..\ \ 6 \ \ \ - _ yl w/Guardrail a Q, o IN / \ ULD UL \- 3t wrn _ _ \ _ - \ 1„WM /f r \ \ �, \ /\ y�Y�_ - - - - - Max Height=6' �Ilk o o� j ZED W CV PVO 04 \\ \ - - --- - / �` 1-1-408TSFY 3 _ _----------- F-I fD cara D \ \ / a \\ \ P� �"Wdrz _ �O \ _ 1 \ _ o z w, D � - � - 0 _ _ � � � FFE - 360.00 \ \ \ ��-� u w o \ 2-STORY - _ _ _ © BFE 40.00 \ \ \ 3� r- Z x P. ew Retaining Wall L - - - - - - - 7,451 SF/FL _ _ _ _ _ - \ \ \ \ yl\ \ \ / Retaining Wall I \ \ \ \ - - - - - j 0 x C4 \ w/Handrail \ \ iZ W � � w/Guardrail _ - �14-902-SF) - - - _ - \ -F� GE \ \ ax Height=10' \ \ \ \ \ - - _ - _ W d• Max Height=7' LFE=326.50 FFE=349.35 _UEE�5135 \ C.0. �yl New Retaining Wall J \ \ \ \ \ \ �1p \ \ \ \ \ / \ \-----__ ULD - - - - - - - � - - w/Handrail \ \ems ------ - ® -� Max Height=7' --- -----_ULD ULD _ \ \ \\ FE CN 9//�/ � l / MVAR�AB REEK LANE --------------------- \ NCE �l/VK ,a -` j \ PUBLICDB 33 SWEAS MENT - - ---zzx _ \ - - - _ _ -- _ \ 3 \ \ v\ 540 __ - \ \ \\ \ \_ x� ----------------- - \ \ _ _ FEMA F \ \ \ \ \ 10 /MCI-MH-04 ---\-- -- Top=327.10' - - - 30" Clay - - - / y (RWSA MCI-MH-03 d ELY Inv-310.90 - - ) Rim-322.64' /Inv Out � Inv. In=310.36 310.80' v Ut=310\26' � I Rip -Rap Berm �314.5 Forbay Crest=315.5 / 3j / I I \ 8 / v/ �314.5 Rip -Rap Berm \ INV- IBZ.3 C\t=315.5--- \ ,i 0 Emergency Spillwa y \ - \ I ULD lev: 319.00 / Forbay +J /OLD STORM WATER \ MANAGEMENT BASIN \ <p SWM-1 \ / \ MCI-MH-02 Rim -319.20 lv 30' Iry -in =308.79 O / 30" Inv Out=308.69' 0 0 0 LANDSCAPE PLAN LEGEND: z AS - ACER SACCHARUM LANDSCAPE CALCULATIONS / \ I \ \ \ \ \\ FH FLOOD HAZARD / I \ \ OVERLAY DISTRICT F F F v) zz z INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) QP - QUERCUS PALUSTRIS /TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF o 0 0 - LIRIODENDRON TULIPIFERA TREE CANOPY PROVIDED: - \\ // I \\ \ \ \ \ is, p // / / // / / / E- LT z z EXISTING TREE CANOPY "A" 221,120 SIF \ \ \ \\ \\ / / / C) C) cam.) IC - ILEX CORNUTA EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF O PROPOSED CANOPY = 3,452 SF \ \ \ \ ` // / �� / / / / / / / p � co TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK \ \ \ \ \ \// / / / z LANDSCAPE NOTES: SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY 'A'. a� 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS PARKING LOT TREE REQUIREMENTS TREES. 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE MUST BE SCREENED FROM PUBLIC VIEW. 1 TREE PER R SPACES 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS 95 SPACES PROVIDED / TREES REQUIRED = 95 10 = 9.5 \ \ PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE \ TREES PROVIDED = 10 OK GROUND COVER (NOT GRASS). 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. \ \ \ i� 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: \ 41 0 / / / / Q a THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 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 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN PLANTING AREA PROVIDED: APPROVED LANDSCAPE PLAN. 350+525+262+154+157+465+200+747+557=3,417 SF > 3,063 SF OK / 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' \ \ X J O / / O Z SPACING AND 30'-40' HEIGHT. STREET TREES: 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO \ \ \ \ \ a E-i a AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6' ON CENTER. PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW _ J\ \ / LEGEND w STREET TREES WHERE POSSIBLE. \ \ // / DB DEED BOOK E- p w �. Key Quantity Botanical name Common Name Planting Height Size / Cal. Canopy Total Canopy SHADE TREES AS 2 Acersaccharum Sugar Maple 11' 13/4" 195 390 QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 LT 6 iLiriodendrontulipiferal Tulip Poplar 12' 13/4" 387 2,322 SHRUBS IC 28 Ilex Cortuna Chinese Holly 18" min. 20 560 Canopy Grand Total 4,012 PG PAGE E. W -- F EXISTING CANOPY AREA CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT / I FH FIRE HYDRANT E- F 5-15' SPACING AND 30'-40' HEIGHT. L / \ O / WV WATER VALVE w _ E, 9 WM WATER METER W PRESERVED SLOPES PER GIS J \ / / / FFE FINISHED FLOOR ELEVATION 0 UFE UPPER FINISHED FLOOR ELEVATION P M 0 0 o MANAGED SLOPES PER GIS BSL BUILDING SETBACK LINE SHEET N0. PSL PARKING SETBACK LINE r � ' I + + EXISTING TREES TO BE REMOVED N O� / / \ �\ \ \ \ \ / / PP POWER POLE ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT �A _ / / \ \ \ / ' I SCC STORWALL PACK CONVEYANCE CHANNEL C-2 0 7 c-� 20' 0 20' 40' 60' / \ \ \ � WP WALL PACK ULD--- ULTIMATE LIMITS OF DISTURBANCE \ o� SCALE: 1"=20' / \ \ \� \ I TP ---- TREE PROTECTION FENCING FHOD--- FLOOD HAZARD OVERLAY DISTRICT SHEET 11 Of 2Fr. LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATERVALVE WM WATER METER FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WIN WALL PACK --- ULD --- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD --- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS 0 0 o MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT \ \ ,////_------- _ �_ �_-----------mow - - / p�ac \\ y II I I III II i I II I'i /III /�/\------ C/ I lllllii I i�v III II 1 - - ��1�11�11�11��1 I�II�II�II�II�I�II�II�II�II� /��, '1' -- ---- / i I I I II - ------ LJ 1 I I I •.�I \ / III 1 , 1 I o \ 1 I I I I 1' I I/)n -\ / / \ / / \ 1° II• ----- ` ---„��-�-'a /---,\--------------------- _ - 9 P I I IIIIII I I I q - \ 1 11� d-"a // c���a-i� �_�f\ 1 /� _ Jl Ic'i fill I I I ,' III \ - - _ - - _ - \ ' �9a q 1 1 • "�� \ _ _ , \\ -�<_ _\ / / 0) z 40 ----- - --- " \\\ i'''/_/ DA 34 _-------_\\ \\ \ I / -- \ II O /'J� .I\`--/� WATER ACSA , \ 1. 70- 1 16 Ac00 °p\ \\ \\ \ ' 'I \ •• W W >• >• y I �_------- \ \ 1 \ \ \ z E- w as a ° -- \ _ / \ 1 IIII \ G ��,}58' r•.i/ - \ _ % fA / / ew Retoining WaI�E- � / / / / � w -ate � \ I � I �- q U :%� q F III"�lll� //�r. \\. -� /''/'/ UN DA 32 ' Max Height=22' '' /i '/ _-\\ \\\\ \ li -' II Oy 4 -0, i ' \ 1 I li /' I ��LL \ \ Q'-I C7• L OUtlef StNatuie i 0.2 ACC --��\ \ / I I I_- \ q J //��/% /r ..yy i •\%' ice_'/' /' //// // / tR/rya 376/I / (�/) II� \ I(•=.�1 /�.\ \\ W // / iIf If ''_ GRADING PLAN NOTES: /jH / / '', - \ l I 7 1. REFER TO SHEET C-400, C-401, C-402 FOR EASEMENT PLAT. 38 / \ 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW / I I TO STORM INLETS. e / / Al G�, !I o 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE / / / / /' / / / '/ /' / ' // __ DA Ex. BldgI------ SCREENED FROM PUBLIC VIEW. / o• S I ----- W� / / // / /-- \ 1 \ 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES / q A s' _ / ?`, I / / // I I \ Q F c�'" 0 LESS THAN 3%. /g / \; 11 Z o U 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED %�/ %' \I / ■ I I I I I 1 0 \ I \ Q; ew Retainin an - n I \I r=l Q I I 1 I I \ I I /Guardrail / DA BLD 14----------- V I I( H O W FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' r 5PN ° = I I 1 I I \ 1 I I I II Max Height=5' / I I W a _00 ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY. ° /-p T /o/ )o/ / � / / /��� w \/�I\, \ \\ �s- ■---■- // �Ii \ \ I II I III I \ll \\ \\ \ \\ 1I1 11 \ I I1 I1I1\ \ I I II \ I 1 I 1 I II I III 1 I I I I 1 11I 11II IIII II I1I3I II II I11 I II II II I 1 I I II I p3./C I j � /_/prkhianlgt IIiiiI IttI F�-I �I� >aE� �007 A APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. I rI Existing Industrial�000Sobuilding � WFFE=0 -W zx 2 '// \ap30' 0 30' 1 I gt1TiY x Existing Industrial BuildingP. %IP0 SO U I FaExisting I SCALE: 1"=30' As Pa DA 15 dx�C4 xq i II Z W I ,' ( // / / / -1� ■ ; \ , I 1 I 1 , I 1 I 1 , I , I I I , I I I I 0.48 AC IIII DA 25 { 9• I / / / / / / ^ 'Q - I I I 1 1 \ , 1 I 1 1 1 1 \ \ \ \ I New Retaining Wall F II I I 1 II \ 1 1 II 1 I I I I \ \\ \ \ \ �a04- w/Handrail 0. 2 5 A C 1 I G� , / I / / / / :o ■ , , , \ \ , 1 I 1 I I I �I 90 , `� \\ g F+ Max Hei ht=8.5' 1 I + I I 1 1 I f � ,// /'I - I, 1 1 1 I / It , Jil ' I I I 1 1 1 I 1 I //// /- ■ I I I I I I I 1 1 I I f. DA 14 II a0 /' \/// // �I - i I I I I I 11 o q \ /,// I 1 1 1 I I 0.15 AC / I I I I I \ \\\ \ \ \ _ a--------------- °� / \/,//f 1 ( / ■ I 1 1 I I \ \ \ \ �� EXCONIC\ RETAINING WALL_____________ A\ \\ v v A I� I 117W-403.1 V v II \ / 1 , / ■ ; , I 1 I \ DA BLD-12 O \ - I \ II 2-sro:v__J \\ 2 /----_-_- \ I 0.26 AC 11,232 /� H 400 I I III I I' I I I I 1 \ \ FOE=398.o00 \\ 1 � Milo \ \ \\ \ \ \\ �q 8 I I I 1 `� �lew �etaining I - \ I I / 1 I I / 9i ■ I I I I I I l I I IN /Handra7 Max Height=l5' t,\ \ \ \ \ \ \ \ \ \ '0 4po_ - \ II Ifz \ I' a\ ■ I I \ \ 1 1 I I I I I \ \ \ -- -___- \ \ Existing Industrial ' \\\ I I I I/ j : I lit I I I 1\ \ 1 1 I I I i A 13 \ 3s4 - cep---- ---- \ building \\ D I// \ \ .p \ It /'/ tii w II 1 I 1 I \I I I I I I II I I 10 AC �\ \\ \\\ \ \ / ^-------- �1, - • z \ \ II / li I 1 1 II I I I I \\ \\ \\ \\ \\ \ \ t1' �o �- I; I I I I I 1 \.\ • \\ \\ \ DA 12 0.5-2 AC : --------/ --\ -'-- \ DA 17A / / / II - I I II i I \ \\ - 0.14 c l I /III I I I u. I � \ \ B4If it OEM . ati / \ 11 lilt I - I I I \ \ \ \ \ DA 1 \ - \ / / --- _ / \ 41 \ \ �_ ,- /_- -_ ��`; '--' , \ DA CG-6 Channel / / /IIII ,� ■ I I I \ 0.07 c - DA 19 1 NewRetainln W _ 0.59 Ac I \ \ / \ \ \-- a . 43 Ac w lv andrail & 1.5' Gutter 1�� \ \\ \. \ \ `--_ -/ /'' 3iSTORY./ -�9 _ \ �\\ / i \\zHei M-Y /-- \\\ - - s90 \\ \ - - - _ FFE+JB<iOd \ \ \\ I DA BLD 07' 7 L4 92 / / \\ / 1 --DA BLD 06 \ _ I --- -- \ / FFE=394.00 / \ 0.32 AC GFE=381.00 / ' ' \ / o \ a_- - ---- \ ------ _�_-/ 380 - l FE-371.00' /--f New Retaining Wall N- \ \\\ 0.14 Ac \ - _-- _------------- / \ - 1 - - - - - - / , / Max Height=7.5' / - ---- ---- w Guardrail / / l l l I l I / "I' ■ III 1 \ \ - \ \ \ \ \ \ \ DA 8 - \ / / New RetainingWOIIM11 -____-____- / 'I', \ p _ --___ / ax Hei ht=2.5' U _ \ \ 0.18 A - - ` DA BLD-8 - - - - - - -- \ Q \ /' /o/2\.0.04 Ac n , New CG-'b Channel / \ \ \ �>� \ \ DPE A BLD- '\ /a ■ I; \ DA 30 \ \\\ \� \ \ \ 9 \ . / /- BELLEMd�i \ \ \ \ D 9 \ > II Sao 1.08 Ac \\\\\ \ \� \ \ \ DPE'ydt DA 16 0.05 Ac - _ - New Retaining Wall / i i @� ..^. \U Kw_ I 1 I / / / / / ' •li ■ ; i ` \ \ \ \ \ \ \ \ \ \w/Handroil \ \ .. \ , \ \ / / / Weir Walls / . \ \ 0 . 3 9 Ac \ _ _ . > •. �` \ \ \ \ \ \ \ \ • 1 O 2-STORY Max He ht=1P \ \ \ \ / / (Refer to 8/C-306) \ \ \ \ 640 SF/FL - ---- / / \ , DA BLD 02 / ...0 / / / FFE=377.20 / \ \ \ 2 DA 05A/ / O - _ =3ez2o I , / �/ / .I ■ \ \ \ \ \ \ \\ \ \ 0.10 Ac n / ' ,/' /'/ 4,070 SF� UFE _ - I; \ \\ \ \\\ (8,140 SF) \ � \\\ \ \ \ \ \ \\\ ew Retaining W11 A -' Q / / FFE=351.0 4 _ _ Fy �� \ / _.00J Al/ / / A1FE=370.5 DA BLD \ �\ _ �Pf' �� �_��' 1°WM / / _ _ ' 'h' �I \ I \\ \ \ \ \ \ \ \ \ - MaxWei ht=2' \ - - / _ - -2-SMRY .I \ \ \ \ \\\ g / l 1 , / I •,;II , \ \ \ \ \�- /' / / -- 3&4 3,8774 SFAL/-//- ,� 0.18 Ac -\_ ---- - =314 _ - - ` - -_ - - - _ W o 0 0 UIFE-1 ----------------- I ------' i' U. AC - - ,/ _ 5 2_STORY FDA 05 < �o I _ -DA BLD-5 0.25 0.09 AC ---AC \\ \ \ .I.' ----------\\ \\ \\ A 07 0 \ \ // /' /' / / / E 42 A F6N / / I ' / / / ' / / / / / /////-// W W W W / , / n \ \ \ l •,. _ _ � _ \ \ 6' \ \ � � Ej ew Retaining Wall - - 11V r7 \ \ \ , / / / / / \ _ I \ ardrc DA O3 - _ n. D \ \ \ yT� _- MaxuHeight=6' / / / ///j//f �i U U U -- - _-- - dt \ \ lit ----- / / / / //f /i O O O I 1 / I / 2 - - _-- \ \ ---_ / / /// / z z z / / I / e \ \ / E-E E-E E-E \ \ \ \ 340 - - D D I / O O O / _ - - - // / � - - - _ 1 - DA BLD 11 �a �� \ \ -_____ / ///, ; ,/ _ _ I r q _ - - - - 2-STORY- \ \ \. \ \ - - / /i/ ' z 0.03 AC ewRtamm Wall //, z DA BLD 01 "� C \ \ _ - ew Retaining Wall L 45t \ Y� \ \ / /, j / \ r / / / / i i l \ __--/--------- _ FE=32 _--- '� F�GE \\\ g \\\ \ _ __z__ / `� - �,�� ' / / , \ ` _ _ _ _ _ ax Height=T 0.17 A C FE=326.50 \ � yam' N� \ \ \ 'Max Heiw/Handrail h1=10' \ \ _ \ \ I I / / / / �\ / - - ' ' - __- - ---- UFE=349.35 - \�E \ \ \ \ \ \ \ \\\\` / ' ° - - SC , _ - UFE=359.35 P \ \ \ \ \ \ \ /� \I� 1 < / `` 13H / / I f / YTS - \ \ \ \ \ / 4 __1__- ____ �� _New Retainin \\ \ \\ \ \ \ \ \ \ \ \ \ \\ / / / HDPE _ - - _ _ - _ X/ g Wall J \ \ \ \ \ \ \ \ - /'/I//'/ C �II.II __ -- ® --- ------ Y?' /H Max Hei ht=7 \ FE N'gll\l� 11I.I --- ------ --- 9 If z \INV=31\J-4. !\ / \ J 30" / 0aY(Rill -320.5: - \\ \\ \\ \ -\i'/ y� :' ,' / ; �1� / IW-1 p-•II r Rip -Rap Bean Y-314.5_ \ - -\ / ,r l i I W ~� E- t=315.5 /CID \ �\ \ '� / v / orbay Cres/ \ \ �1\) / i / i 1 5 W / t/7 \\ r P� / i'l l l / �I I 314.5/Rip-Rap \ 3, INV=31 I' 0 P Rap Berm s.o / I 1------- a Gest=315.5 \ / - - _ ✓ l-------C \ /'// _ SHEET NO. \\ �qo \ LE410 I \ '' /' ' -'- // Emergency enc S illwa O 0 / / / \ / I / I 9 Y P \ R �, / I \ _ / \ \ J / Eler. 319.00 arba \ / / / 11 � / "X12' ' -'on - SHEET 12 of 25 360 355 350 345 340 335 330 325 320 315 310 -0- Ala,. , V �Unnury tiewnr wni require a test pit for actual depth. Adjust storm sewer as necessary to provide a minimum separation of 1.5' 1 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' Str-06: VDOT MH-1, IS-1 Str-06A: VDOT DI-7 4+30.5 0+36.3 Str-11: VDOT MH-1, IS-1 RIM: 353.81 RIM: 353.00 2+69.2 INV OUT: 348.13 INV OUT: 348.50 RIM: 383.71 Str-13: TRENCH DRAI INV IN: 349.30 INV IN: 377.75 0+65.7 INV IN: 348.23 INV OUT: 376.57 RIM: 381.13 365 365 390 INV IN: 377.50 80 360 360 385 385 355 355 380 380 350 350 375 375 1.03% - 114 - 63.1' 345 345 370 370 3401 1340 365 365 -0+25 0+00 0+50 -0+25 0+00 1+00 4 STORM SEWER PROFILE 5 C-301VERT STORM SEWER PROFILE HORZ SCALE: 1"=40' C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' SCALE: 1"=10' 16: VDOT DI-2A, IS 0+45.4 RIM: 369.67 Str-17: TRENCH DRAIN INV IN: 364.10 0+38.7 INV OUT: 364.00 RIM: 367.28 INV IN: 364.11 INV OUT: 364.69 380 380 375 375 370 370 365 365 - HDPE ® 1.50% 360 360 -0+25 0+00 0+75 8 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 350 345 340 335 330 325 320 315 310 -0+25 0+00 g STORM SEWER PROFILE C-301 HORZ SCALE: 1 "=40' VERT SCALE: 1"=10' 360 355 350 345 340 335 330 325 320 315 310 i0 1410 i85 i80 i75 i70 410 405 400 395 390 385 380 375 370 375 C� wwww�iimm2T M a-c:srs z� wwww�iilwilll�lw wwww��ilel��mlwwlsr.�ll�� wwww��wnninlasre�w�� wwww��wluiuf,craras� wwww���lywif�fw� wwww�wl�a7�fwwf wwww���,�wwwa=www� wwww�f��r�ww�� 370 365 wwww��wwwwrr,:rr�o • K wwwww�fwwwwYf•wwwiflSf� wwww��v�xlr: 355 wwww��w�r�wwwras� wwww����wwwr�lraie wwww���wwwwlwa�I wwww���wwws_r!r� wwww�w.�� •• K wwwww�nr�w� 345 wwww���=-•�rw��w� wwww�r��l!waw�� wwww�wlwwwf111:f 11iYli4wl� 1� wwww�wlwwwwlfwww� �7a wwww��wwwwri��<.�-�--•-- wwww��w�ii�uru� wwww��r�ii�cwr�� wwww��wis+a•�� wwww�wlw`. -0+25 0+00 1+00 2 STORM SEWER PROFILE C21 01 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 410 405 400 395 390 385 380 375 370 365 360 355 350 380 375 370 365 360 355 350 345 340 335 1+50 395 390 385 380 375 370 365 360 355 350 gar; -0+25 0+00 1+00 2+00 3+00 3 STORM SEWER PROFILE C21 01 HORZ 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tlf�Tii�i------------ wwww�l wwww�l Rr13TTRi-------------- wwww�l C!l�:1•lilr�-------------- -0+25 0+00 1+00 2+00 2+75 -0+25 0+00 1+00 2+00 6 STORM SEWER PROFILE 7 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' VERT SCALE: 1"=10' 1+00 2+00 LD-229Storm Drain Design Computations (10 Year Event) Pipe ID From Point To Point Catchment Area Runoff Coeff Incr CxA Accum CxA Total Tc Total Int Total Flow Up Invert Down Invert Pipe Length Invert Slope Pipe Dia Pipe Capacity Velocity Flow Time Inc (ac) (C) (min) (in/hr) (cfs) (ft) (ft) (ft) M (in) (cfs) IWO (min) 130 35 34 1.16 0.86 1.00 1.00 5.00 6.62 6.62 372.60 370.00 28.0 9.28 15 17.05 13.00 0.09 128 33 32 0.21 0.72 0.15 0.15 5.00 6.62 0.99 364.16 364.00 11.7 1.36 15 6.54 0.82 0.24 126 30 29 1.08 1 0.24 0.26 0.26 7.10 6.04 1.57 334.00 331.50 43.4 5.52 15 13.15 2.79 0.59 125 29 28 0.29 0.80 0.23 0.49 7.70 5.90 2.90 331.40 325.80 18.3 7.02 15 8.73 6.39 1 1.60 123 EX-23 EX-22 0.76 0.72 0.55 0.55 5.00 6.62 3.64 394.97 393.72 14.9 0.94 15 5.13 4.53 0.84 122 EX-22 21 0.00 0.00 0.00 0.55 5.80 6.37 3.50 393.62 376.60 156.4 10.61 15 18.23 5.50 0.93 121 21 20 0.00 0.00 0.00 0.55 6.80 6.12 3.37 376.50 373.43 46.8 6.04 15 13.75 5.36 0.30 120 20 19 0.00 0.80 0.00 0.55 7.10 6.05 3.33 373.33 370.00 33.7 9.18 15 16.95 3.83 0.21 119 19 18 0.43 0.86 0.37 0.92 7.30 5.99 5.51 369.90 364.98 121.3 4.01 15 11.21 4.60 0.44 118 18 16 0.09 0.86 0.08 1.00 7.70 5.89 5.87 364.88 364.10 149.2 0.52 18 6.91 4.55 0.55 124A 17A 17 0.11 0.72 0.10 0.18 5.00 6.62 1.19 364.69 364.11 25.0 10.00 15 17.70 0.98 124 17 16 0.14 0.72 0.10 0.18 5.00 6.62 1.19 364.69 364.11 38.8 1.50 15 6.85 L6.42 0.97 0.67 117 16 8 0.39 0.86 0.34 1.53 8.30 5.76 8.81 364.00 363.79 29.9 0.70 18 7.63 4.78 0.11 116 15 14 0.55 0.72 0.40 0.35 5.00 6.62 2.32 383.51 381.00 186.6 1.33 15 6.45 4.05 1.69 115 14 11 0.15 0.86 0.13 0.48 6.70 6.14 2.94 380.90 376.67 615.0 6.74 15 14.53 2.81 0.43 114 13 11 0.10 0.86 0.09 0.57 5.00 6.62 3.74 378.50 377.50 65.7 1.52 15 6.90 3.39 2.36 113 12 11 0.78 0.86 0.67 1.24 5.00 6.62 8.18 380.19 377.75 30.7 7.64 15 15.47 10.88 0.15 112 11 10 0.00 0.00 0.00 1.24 7.40 5.97 7.38 376.57 374.41 50.5 4.06 15 11.28 7.05 0.14 111 10 9 0.07 0.72 0.05 1.29 7.50 5.94 7.64 374.31 372.38 51.4 3.57 15 10.58 7.30 0.14 110 9 8 0.14 0.86 0.12 1.41 7.60 5.91 8.31 372.28 363.99 146.4 5.61 15 13.26 7.29 0.38 109 8 8A 0.50 0.80 0.40 3.38 8.40 5.74 19.41 361.73 361.69 3.9 1.03 24 19.85 6.61 0.01 107 7 6 0.41 0.79 0.32 0.32 5.00 6.62 2.12 351.47 349.30 22.4 8.21 15 16.03 9.30 0.23 106 6a 6 0.06 0.86 0.05 0.05 5.00 6.62 0.33 348.50 348.23 23.7 1.03 15 5.67 0.67 1.58 105 6 5 0.00 0.00 0.00 0.38 6.60 6.17 2.32 348.13 341.89 187.1 3.26 15 10.11 6.86 1.44 108 5a 5 4.41 0.81 3.57 3.95 5.00 6.62 26.13 345.87 339.12 66.3 9.79 24 61.34 8.93 0.15 104 5 4 0.25 0.24 0.06 4.01 8.00 5.82 23.32 338.97 338.72 10.0 1.78 24 26.15 9.42 0.03 103 4 3 0.00 0.00 0.00 4.01 8.00 5.81 23.28 335.68 320.61 90.3 15.99 24 78.37 8.15 0.19 102 3 2 0.64 0.86 0.55 5.05 9.30 5.54 27.98 320.51 318.40 61.4 3.23 24 35.22 12.46 0.12 101 2 1 0.17 0.86 0.15 5.20 9.40 5.52 28.68 317.00 315.35 68.3 2.35 24 30.08 10.85 0.13 350 345 340 335 330 325 320 315 310 3+00 Str-31: VDOT ES / 11 • ww�f It�:wIlli�wr��T��i wwwfl■�®w�lw-awn Illllllllli.11l■'�l�• ���,� www�rwlr.�--� wwwwwln�'�www�>//ii K wwwwwl�l:/iil-�I�a� wwwwlF_:w/Il�- wwfsvll7llwwwll1111lKwwwflww�ff wwwiu� � l�fwl � wwP�i/.If wwr�i �l-�Iwww�CL• 1�•�'rmiv�wwwflwwfwllll� fi 1 LD-347 InletlD HGLDn Line Size LineLength SfDn VelDn Hw HGLlnct Grnd/RimElevUp (ft) (in) (ft) M (ft/s) (ft) (ft) (ft) Str-02 316.89 241 70.091 01 10.851 1.83 318.83 324.32 Str-03 319.76 24 65.364 01 12.461 1.83 322.341 325.8 Str-04 322.34 24 94.2721 01 7.97 1.711 337.39 350.86 Str-05 340.181 241 14.0471 01 9.391 1.711 340.681 347.95 Str-05A 340.681 241 68.9211 01 7.811 1.621 347.491 348.78 Str-06 1 342.32 15 191.125 0 6.86 0.641 348.771 353.81 Str-06A 1 348.771 151 26.3211 01 0.67 0.231 348.731 353 Str-07 1 349.621 151 26.4361 01 9.31 0.611 352.081 355.72 Str-08 363.41 24 3.9 0.871 6.611 3.26 364.99 368.5 Str-09 364.99 15 147.686 0 7.29 1.1 373.38 377.62 Str-10 373.38 15 54 0 7.3 1.1 375.41 379.21 Str-11 375.41 15 53.148 0 7.05 1.08 377.65 383.71 Str-12 378.21 15 31.918 0 10.88 0.85 381.04 385.06 Str-13 377.74 151 65.735 0 3.39 0.29 378.791 381.13 Str-14 1 377.651 151 62.754 0 2.81 0.69 381.591 387 Str-15 1 3 1.591 151 189.1981 01 4.05 0.61 384.111 385.62 Str-16 365.29 18 29.9 0.86 4.781 1.74 365.74 369.67 Str-17 365.74 15 38.76 0.045 0.97 1.08 365.77 367.28 Str-17A 372.15 15 25 0 6.42 0.28 374.78 389.5 Str-18 365.74 15 149.15 0.997 4.55 2.39 367.27 371.35 Str-19 367.27 15 122.557 1.016 4.6 0.96 370.86 374.49 Str-20 370.86 15 36.284 0 3.83 0.75 374.08 378.6 Str-21 374.08 15 50.839 0 5.36 0.75 377.25 383.72 Ex Str-22 377.25 15 160.3821 01 5.51 0.76 394.381 402 Ex Str-23 394.5 151 148.8941 0.8391 4.531 1.09 396.061 400.84 Str-29 1 326.31 151 2301 01 6.39 0.681 332.081 334.24 Str-30 1 332.081 151 45.31 01 2.791 0.51 334.51 335.3 Str-33 365.681 151 11.7331 0.0321 0.82 1.54 365.7 366.27 Str-35 370.51 181 28.0071 01 12.861 0.991 373.591 366.14 3+00 4+00 rn co o CQ o x M E--E o z ¢ w w w w o Q Ca z Q x U U Sao H� ( R' z.7 z F_ N C\J �D O 0 Z m > w o- W �a oz �D 410 �I� LJ * WEW oo 405 Z P. O U 400 W r� Z 395 a Z W 390 385 380 375 370 365 360 355 350 5+00 6+00 7+00 7+50 Chapter 9 - Storm Drains Appendix 9C-14 Performance Curve DI-7 in a Sump 400 ^ 400 Str-32: VDOT MH-1 395 395 1 0.0 _ 0+03.34 Str-35: VDOT ES-1 SEE DETAIL on C-612 i 1+02.3 390 390 ; RIM: 373.73 5.0 i INV: 372.11 1 380 380 380 385 385 375 375 375 380 380Ell r L OI" 370 370 370 375 375 "' " HID T .847 '' , a 365 365 365 370 370 128 - 9.6' of 15" HOP ;p 360 360 360 365 365wo `; .. . F. 1+75 -0+18+00 0+50 -0+19+00 0+60 STR-3 r E n 11 STORM SEWER PROFILE rl2 STORM SEWER PROFILE Q STR-33 o C-301 HORZ SCALE: 1"=40' C-301 HORZ SCALE: 1"=40' VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' STR - 6 A 10M AREA �01 '1' 12-4 IF - DISCM11 CFS)' CL Source: VDOT Transportation Research Council publication "HYDRAULIC EFFICIENCY OF GRATE INLET", 1988 ° v � o g a > N v > c o � , � � Q N Ol U Q �' t O � p w i � N IO Y C E U F- = � u � u bp+ V 3� 3 z 0 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) (ft) (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 STR-3 DI-7 325.80 0.64 0.86 0.55 0.55 6.62 3.64 0.00 3.64 0.45 326.25 6.0 STR-6A DI-7 353.00 0.06 0.86 0.05 0.05 6.62 0.34 0.00 0.34 0.15 353.15 1.2 STIR DI-7 368.27 0.21 0.72 0.15 0.15 6.62 1.00 0.00 1.00 0.23 368.50 2.7 13 INLET DEPTHS FOR DI-7 STRUCTURES LD-204 Stormwater Inlet Computations Sag inlets Only QJ Q v v v z c. 0 p ° ar > `' C o t vni N O1 O E > Oq A vl a+ b0 ++ ti I- U ..' V Y a@+ C Ol X OJ V' 00 t u Ol d O S O +� 0) s_ L O C Q E C m V m O C a+ 0) M OJ +� w +' C > Q Q vI z M U U Y U N � 7 f>0 7 O O. OJ W m � � '= U In a a 0 a C7 !- In O o\R 0 0 U o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (C) (in/h r) (cfs) (cfs) (cfs) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) (0.6) (cfs) (cfs) (ft) (ft) (ft) Str-05 DI-3A 2.5 0.25 0.24 0.06 4.0 0.24 0.015 0.02 0.02 0.08 3.31 0.3 1000/ 0.24 0 Str-07 DI-2A 2.2 0.32 0.86 0.28 4.0 1.1 0.015 0.04 0.02 0.08 5.07 0.17 100% 1.1 0 Str-08 DI-3C 4 0.18 0.86 0.15 4.0 0.62 0.015 0.08 0.02 0.08 100% 0.62 0 0.36 0.5 0.72 5.39 Str-10 DI-2A 2.2 0.07 0.72 0.05 4.0 0.2 0.015 0.05 0.02 0.08 2.95 0.15 1000D 0.2 0 Str-12 DI-3B 8 0.52 0.86 0.45 4.0 1.62 0.015 0.05 0.02 0.08 4.81 0.21 100'/0 1.62 0 Str-14 DI-36 6 0.15 0.86 0.13 4.0 1.33 0.015 0.08 0.02 0.08 7.96 0.32 100% 1.33 0 Str-15 DI-36 7 0.48 0.72 0.35 4.0 1.38 0.015 0.03 0.02 0.08 7.26 0.4 1000D 1.38 0 Str-16 DI-2A 2.2 0.3 0.86 0.30 4.0 1.03 0.58 1.61 0.015 0.03 0.02 0.08 3.24 0.14 100'/0 1.03 0 Str-19 DI-3A 2.5 0.43 0.86 0.37 4.0 1.48 0.015 0.07 0.02 0.08 3.65 0.21 61% 0.9 0.58 Ex Str-23 DI-36 7 0.25 0.72 0.18 4.0 0.72 0.015 0.04 0.02 0.08 4.77 0.34 100% 0.72 0 Str-29 DI-36 4 0.29 0.86 0.25 4.0 0.84 0.015 0.09 0.02 0.08 6.58 0.33 100% 0.84 0 ROOF DRAIN CONNECTIONS Building # Drainage Type To Structure 1 Roof Drain 2 2 Downspout 5A 3 Downspout 5A 4 Roof Drain 5A 5 Roof Drain 7 6 Roof Drain 9 7 Roof Drain 8 8 Roof Drain 18 9 Roof Drain 18 10 Downspout CG-6 Channel 11 Downspout 6A 12 Roof Drain 12 13 Downspout 15 14 Roof Drain 15 z 0 E a x CJ E E F m w w w w Q C) 0 0 U > > >• z z z C) 0 0 0 U U U O Q W O �0 �z W � � ~ E F � � F W � z x SHEET NO. C-301 SHEET 13 of 25 410 405 400 0 >rn p 0; TAN 0° c� o W a���N� d vcoa� co M CN Con 410 405 400 , p\ c " (.� I yam. \V < I \ M� \ �u 4!2 >c0o Q orri ��(p c�� i� z -- ` ___ O 00 FT ao ---- _-- -- - - - 00 395 395 mM 9 390 vV7 N^ 390 0 C � Z 0 m+ �� x 385 385 x 380 375 370 o ? G � �v=x ; 0 ZO " 00 380 375 370 co .--i .--i m d E--E `- 4) i_co O- - N - -- z F 6 Q U z Ca Q Z 7 w Q Q � x U 365 365 z n o Z -F+ 360 360 z `li - / o o 355 ' 355 * 4) a F � cv o / Z O U °° ~ 350 350 > W �� O 00 - oa R' W �a °z 345+-moo '--- -- ------- c? TsIIIN�345 '� ��� WEW 340 340 o a ' Z P. SDR-26 PVC Sail 335 335 Z W 0 W 330 330 a ° z 325 325 W 320 320 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 WATERLINE PROFILE 95% COMPACTION REQUIRED IN ALL FILL AREAS. C-302 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 400 400 395 395 - 390 '' 390 ,' NV OUT: 359.92 385 385 - Z - N - - 380 -- - 380 375 00 375 00 -Z Z ----- 04 370 - 367 370 Zto Storm IN: 01k.63Nq, `\ 365 ' - 365 - od -o / z 360 360 _ _ In . 355 7. ' 355 Ductile n 0-1 INV 350 ------- - 350 - 345 24 °° 345 ^ 340 ' 340 o rn z 335 7 - ' 335 N - o ° x 330 Z - - ' 330 325 -' 325 - 320 320 0 0 0 315 315 F (D oQ A o ci 0 310 310 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 2 SANITARY PROFILE C-302 HORZ SCALE: 1 =40 VERT SCALE: 1"=10' 10+00 11+00 12+00 13+00 14+00 14+50 z 0 E- a U Q E--E o F Z C) o F M 0 F Z C) 0 F 0 F Z C) 0 WATER DATA SHEET Date october5,2o20 1 Project Name Woolen () (2) Project Location Intersection of Franklin Street and Moores Creek Lane (3) Consultants Meridian Planning Group R i t (4) Sources Ragged mountain Reservoir (5) Design Population (nwwn o20) (6) Hydraulic Capacity 2604 (7) Pipe Material �ucl lelon (8) Pipe Diameter (Inches) Length (Feet) 4" 6" 47 g°� 1263 n 12" (9) Fire Hydrant Assemblies 4 (Number) (10) Valves: (A) Gate 6 (Number) (B) Air Relief t (Number) (11) Fittings: (A) Cross 0 (Number) (B) Tee 4 (Number) (C) 90° Ell 0 (Number) (D) 45' Bend 7 (Number) (E) 221/2' Bend 2 (Number) (F) Reducer 3 (Number) (G) Blow -off Assemblies (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 SEWER DATA SHEET Date October 5, 2020 (1) Project Name Woolen Mills LightlndustrialPark (2) Project Location Intersection of Franklin Street and Moores Creek Lane MidiPlanning Group (3) Consultants Meridian annn 9 P (4) Waste Treatment Facility Moores Creek AWRRF (5) Design Population NSA (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$1 1410 ,r 12" 15" 78" 21" 24" TOTAL FEET 1410 (10) Manholes: (A) Standard 12 (Number) (B) Drop 1 (Number) (11) (A) Siphons & Pump Stations 0 (Number) (B) Force Main (Size -Length) 0 (Feet) Authority Provide: Drainage Basin Sub Drainage Basin A-2 UTILITY NOTES FOR ACSA: 1. REFER To SHEET C-400 FOR EASEMENT PLAT. GENERAL WATER & SANITARY SEWER NOTES FOR RWSA (LAST REVISED: APRIL 2016) 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE SEWER DESIGN AND CONSTRUCTION STANDARDS VERSION 1.0, ADOPTED IN DECEMBER 2015. EXCEPT AS MODIFIED BELOW OR WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. MODIFIED IN SPECIAL NOTES. 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 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. 4. RWSA ENGINEER (VICTORIA FORT AT 434-977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. START OF CONSTRUCTION. 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD AND AT RWSA'S SOLE DISCRETION. 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. GENERAL WATER & SANITARY SEWER CONDITIONS FOR ACSA ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.THE LOCATION OF 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. COMPLETE OR ACCURATE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES WHETHER SHOWN ON THE PLANS OR NOT. ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADDITIONAL COST TO THE OWNER. ADOPTED BY THE ACSA. 7. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). RWSA IN WRITING. 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 8. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 9. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA UNDER ON EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 10. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES CONTRACTOR. APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING"PERMIT WHICH MUST 11. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. BE OBTAINED BY THE CONTRACTOR. 12. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANG* 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF RETAINING WALLS, FOOTERS FOR ANY STRUCTURE. DRAINAGE STRUCTURES. ETC. THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" 13. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 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 o z . � co O x H` Z < 12_� W � Q W Z O z z O - H w l p e- -- U 5 x 0 W 0 a F E� �D a F, F w w � SHEET NO. C-302 SHEET I4 of 25 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 824" I Bn INITIAL BACKFILL a?a' IN a 11 MIN MIN. MIN. MIN. 6" 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 4 1 INITIAL BACKFILL 4 MI UNSTABLE a" 8" e• e., SOIL -,,,,MIN. MIN. .L MIN MIN. #68 STONE _'. e --= ....... ':= GRANULAR FILL AS `e:- = ' Rf,:,• - ' ' APPROVED BY ACSA S A C� STABLE 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. 3.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) SLOPED AREA'-" 5 STREET SURFACE OR NON -PAVED AREA 1'-O" MAX RUBBER COATED STEEL 3 -0 I„ MIN STEPS CAST IN PLACE PRECAST REINFORCED ` CONCRETE SECTIONS 12" MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5r FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS < CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING - SEWER. :.a a A. , •d -a . ,. 12"" A FILLETED INVERT OR A SMOOTH ' �.: TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 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. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A 1' COMPRESSION x 31e MALE PIPE COUPLING OR APPROVED EQUAL - / SOFT COPPER 1 I TEE NOTE NO SWEATED FITTINGS DUAL SERVICE LT SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND COUPLING FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' ^OMPRESSION x 3/4• MALE PIPE COUPLING 1PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. L-CORPORATION STOPd,�y'--BRICK AS NECESSARY SAND OR DUST UNDER '�•h �''�'P "0,.:,• a��''..+ may, �:., . "4'i:� �';t 47 DIAMETER DRAIN PIPE, 12• BOX AND SETTER (2-INCH is: �'s;.tr... .,,., ,; LONG STONE POCKET, VOOT MINIMUM THICKNESS)`'*':siia�..;+y`:•�•:.a.+�•.'a SPED 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T _L7 H T 90 2.50 2.50 3.01 0.24 4" & 6" 2.00 2.25 2.60 0.15 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 0.48 8" 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 1 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 0.52 221/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 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 BE 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 •'• • . gz 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 18" 6 � . PIPE SLOT (2 PLACES) TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 cq PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -\ M.J. GATE VALVE 2500 P.S.I. CONCRETE ff c 2'x 2' BEARING AREA. THRUST BLOCK d 4 as NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE [COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" ou WATER CAST IRON LID 18" METER BOX rL1 %..:' 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 NITS 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% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4".-7177 S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 E n" E M N 8 �E �N g o0 $_ Ew cyy �° E U E to vw /j m r j I NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22 V 7 CU. FT. ALVE BOX !r #68 STONEI 42"MIN •',� 6" GATE e.I VALVE ' •. �, ; a., X a„ TEE 2500 P.S.I. CONCRETE = + BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O)�HEN 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 DITCH LINE ANCHOR EXTENDS INTO SIDE OF DITCH 6• MIN. VARIES e D.I. PIPE �2500 PSI CONCRETE PLAN O Z D.I. PIPE N GRADE SPACING 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' PROFILE g E g Y E Eo-or p c c ES a NwUll NN2 bW Va. 0y �w Ci d E . E n12 tJ l�rc 1E ZO \m n EOM u O Z O oE of 1 of gE0 E E U �" Mo; ao NGo U.]N N N Q 2 O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-0 TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER 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 1'-0" MAX 2 -D RUBBER COATED STEEL STEPS o CAST IN PLACE ° �- PRECAST REINFORCED CONCRETE a. SECTIONS WITH "0" RING SEALS _ OR APPROVED EQUAL S-0° MIN Q THE DROP CONNECTION SHALL BE Q DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12 MIN BACKFILLED WITH SELF -COMPACTING 18" MAX STONE. 5" e 0 p MINIMUM ELEVATION DIFFERENCE 12"MIN P12"MIN ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET °O A FILLETED INVERT FOR A SMOOTH 'A " TRANSITION OF FLOW BETWEEN IN & OULET PIPE SHALL BE • ° . t ' P 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 Albemarle County Date of Report ServiceAuth6rity Hydrant Flow 4/1$J2019 Test Report 166 Spolnap RGed C1wp11esidie. VA 2nII (AM) 9114511 Location Broadway St Near Woolen Mills Date and Time of Test g 4/18/2019 10:22:00 AM Minutes of Flow 2 Pipe Size (Inches); 8 Pressure Hydrant 11450 Static Press4 112 _ Residual Pre 90 -1 Q20 Looped' Q>,20 Multiple Inline Hydrants Y, Q20 SingIeFIft 'lv" Sprinkler Test Single Flow Flow Hydrant#1 ll_ 10426 Pilot Pressure #1 (psi) 7= ',nest Flow 1 1202 Flow Hydrant #2 Pilot Pressure #2 (psi) Vest Flow 2' 0 - - Flow Hydrant #3 I' Pitot Pressure #3 (psi) -Test Flow 3 0 Total Estimated Flow (gpm) 1202 AW WA Q20 Calculation (gpm) 2604 . o (Value of zero in Q20 indicates insufficient pressure drop for calculation) e e - Comments = Flow hydrant was all the way open., ; For method of calculating pitot flow with a diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AW WA (All tests conducted using 2.5 discharge outlet unless otherwise specified) Estimated Consumption (gal) 2404 For Use for water audit Signature of Tester: 6 364 I egend CSA Hydrant 384 mice, Ownership Not In Service, ACSA Owned Not In Service, Private Ownershi .. 3j 34q - ♦ In Service, Private Ownership �\-- In Service, ACSA Owned I ACSA Fire Line 10420 "� �� A Water Main Ity Type a'• --. / .�, on - Potable Water 4 I,, Deadend ACSA not connected to City water = \ Raw Water e Jam. QRogo /-Oh ^� Wq Y- S2. 10421 042 A. Flow Pressure a i Hydrant Hydrant` � �'_ ' OrQ/AGPF '11450✓ •mod 380 368 536 V11 364` 6360 10421 \ oG 35 372`- :36q.36p 368 - 372 -s_.e; --- .-- `�Qa1 '1042 376 `c - T S .g I. �ly l:tilrties seucMes. tit tires. aM as appotma¢es uWitated on this map are intended b 9eriera! N .. ° /. layout and l e general loraom Orly' iI1K D11n1OYt is notuReMetl 1a{ any oNr Ps9 tlan far Pr@I,minary f l ° planningdf generalbcabonpraposea<The WINas snovm ontn"map are cerd,ved to De acn:rate. �� J however, recent uMity impnp vn MH and/or system charges may have been updated snw the \V E *L�/_ Dire of this printout. Any Mermination of topography or wnicurs orany depiction ofphysical .Service Auth�rl.7 mpmvaments, property Ines or boundaries a for general information only and shall not be used for the - /// design. modara6or.. or of Mproyemems to real property or for flood pan determination S Corpaot ACSA directly for specRK utley bptional Aural Imagery a Commonwealm of Virginia ''0:. 120 - 240 360 480 Planimet ie Data Property of County NApgmadg : Feet ACSAStaR MMIDDr2CYY; 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, F OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ¢ 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ca o 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. CD 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). z O GENERAL CONSTRUCTION NOTES FOR STREETS a (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) F E E 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR or) Z Z MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. Q 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS 0 0 0 PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE > a SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND z z z SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. c0.1 c> 0 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL 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 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 0 x 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 H` 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 p PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.CO 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND .4 THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. Q .4 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF Z E-1 THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. W E­­i W 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR Z 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. - 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR Z COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION E-1 PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ra 'E-� GENERAL CDD INSPECTION NOTES I N a F 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. o w 2. ACCESSIBLE PARKING SPACES, ACCESSIBLE ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE ICC ANSI A117.1-09 w AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM SHEET N0. MANHOLE IN THE PUBLIC SEWER SYSTEM, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING C 3 0 3 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 THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALK. SHEET 15 of 25 6' 10' 10' 2' \ - 1,11111`\Pg �i \ \ :'d / 1'\\ "\ \ \_ '/' ,a, ` 1„R�) '_ /' /�; /''- eR°"e�'rRL � - � �'% ��' � F%\p \ao /� //ter _ __ _ ,— _ -��- �,i I1 �� \ \ i R s 8• � .-. 1 �ti1 A J' 0.5' 0.5' 1 \\ I 1% SLOPE CG-2 2% SLOPE ?�1 \ _ _/ '/ 1\I > FORD ROAD TYPICAL SECTION (10+ 00 - 11+ 75) - - -'� ^ _ ,- I , C-304 SCALE: NTS 8" VDOT #21-A 3 BM-25.OA �, \ / / / / % i i�\`i 1• 0 Aggregate base material Compacted Subgrade \ i / � Industrial bulsaCILn9 I CIt / �t 16 iiE 0' CQ 0 xC!] 5y 18' O E 10' 8' 2' 0.5' AYpSSE' R(� %612) / iii \\00 \ FF 2'SM 9.5A1%SLOP 1 II •N� L /'/'/// / / /'/ /'/,/ i'/ / j //-\ /i, / cx Existing 8" VDOT #21-A 3" BM-25.OA ,/� / 11�\ ��= -\ '1 11 C] u w U q_S�Ir,. 2 FORD ROAD TYPICAL SECTION (11+75 -> 12+25)i - / / / / %-'/ % / _ //' ' i'/ / i / i' / i' j / / / \ 38g g `° ' x u 11 1 / / C-304 SCALE: NITS \\ \ � ,I 1 I I / I \ & 1 \ \ 1 � \ \ \\ 1 \ \ 001,'• I I \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ 1\Q� } \\ xC Iti,• ` pa / 1 'l Na p 9wul. / 11y Iw3.1 4\ ----- \ \ V F-I I-� ,�-I Z CL ° 1' \ 1 1 1 \\ \\ \ \ \ \ \ \\ ' 1 \.\ ^1 a `roa 1\I 11 \\ 6, y 18' 10' 10' 16' 2' 0.5 6'Y4 ,' / ; \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ _ \r _ y 1 � ndus trial �j/ L0\7 Q a W E C\2 CQ � 1%SLOPE CG-2 2' SM 9.5A 1 c \3 \ \ \ \ \ \ 61F ,. \ \\ \\ \ 00 \\��\ \ h0� vx-®1� 1 / 1 iStln9 b 9 Euildin O w CC 6 C\2 0.l m .. u 9111yllylltilltilltill I �11�11�11�11311�11� I I -- / .. 11 \ b' \\ \ \ \ \ \ \ \ \ \ - i • . .'\\\\\ I \ \ y�y t \ \ V9 .. .: \ \ Z \ l�-•I 'J '-'U > cap �.i 8" VDOT #21-A Aggregate base 3" BM-25.OA /'�' /' \ \ O ., ; \ $3\1 \ \ \ \ \ \ \ \ / \ ` \\ \\ _ 2 \`\ (P�y�] I--, I--J j�sj 1�1q material Compacted Subgrade - - - - - - \\ 1\ \ \ \ \ \ \\\ \ o � T� ,\\ FORD ROAD TYPICAL SECTION 14+50) \ \ \\ \\ \\ \\ \\ \ 2- ti----------- �� � w a 3 (13+15 -> 1 \ \ \ \\ \\ \ \\ \ \\ \\ -� \i \ \ — — _ — — — \ x U C-304 SCALE: NTS \\ \\ \ \ \ \ — FrE- 1 \\ 'R . Sao— — — ',e° i'i rLl W r , -' - .. v/11l, 11111 _ 9 sLOPE vIR•I.F._QIR4Ip' 2% SLOPE RLu ------ ' 1 �86 1 \ . \ \\ \ 1 I I \ \\ • a. _- - - - _ - - /• /--/ --' / , 4 FORD ROAD TYPICAL SECTION (15+50>19+30) . J WWI \ \ \ \ \ \ \ ___ _-- _ _-;. - r3'10-'/'"' \ -- ------ --------- , C-304 SCALE: NTS .,Qi I I I I I.,---.-1 I = I - I i i I I I - - i i i T - - - - - - - - _ _ - - - I I _.I=1=1- 1 I \ \\ \\ \\ ♦\ �\\ \ ° /h\ \ \ \ -: / /' ''- _'/ /' / __� \ . - \\ r.\ _/ _,- J/ 8" VDOT #21-A 3" BM-25.OA 1 \ ♦ \ 1 \ D ''1; \\ \\ \\ \\ \\ \ \ \ \ ♦ � `\ :.::'.' /' / /' /' �"° / - -' 'y..: Aggregate base material Compacted Subgrade \ ,. \ \ \ 3 't\`\\, /' , -/'- // /' /'-� / ;, _ / — / / 10 srl Awn 58( lB/0 CL 2" SM 9.5A CG-2 IF /' \ \ _ 2% SLOPE./-'\ I \\\\ '380_ -----\ -- 1 5 FORD ROAD TYPICAL SECTION (19+30 -> 21+30) \— / C-304 SCALE: NITS w: nmu --- \ \ `\ \ `\ -- /• • _ ': _ w. ea _ _ - -- - - - — -- -- ,_ 8" VDOT 3" BM-25.OA "$ 1;1\\ \ ` —\ \\ \\ ` \\\ 516 / \\ /;�_sa------ —._ `\ - — W / \_ �. _-- ✓ / ✓ / #21—A /' \ \ _- \ - _\ __ \ :•. / i — — _ . " \ of - -- — Aggregate base material Compacted Subgrade /' - hV \ \ \ \ _ a \ \ \\✓ -\ \ / / / 2 _, / / / / .uA ,,---- ' . -----' >. \.�� _ ..\ \ _ ✓/ d \ / i j �v u�°'S \ / vtsmsD O 2 smaY_ \ 370 \ \y \ ✓, �,R , / Ir // ---. \ \ \ Isla _ it /�' \ ✓( ' / - CG-2 2% SLOPE CG-2 / 1/,1 \ \\\ •\ -\.\ __ _ _ - _-\\ � --------------- y \ r FORD_ ROAD TYPICAL SECTION � -' ------ - (21+30>25+0 _ - --q -- _ -----------4) ---- - C-6304 SCALE: NTS 8" VDO#2-A -25.OA -- \\\ ----- Aggregate base_ Compacted Subgrade / `- / -'--------------- material \\ \ 12' MAX 14' 12' 2' ' /' d. 11 \ .' \ V� ,' `I. - \ --,, \ `\ --o- - " -------------'\/ ' : / / / - '' --'_ _-LiYI"------------- ,%�^��-------- - ✓ ,\ \ \\\ - \\\_ \\-ii:'%//'/i 0.5' 2" SM 9.SA 0.5' '/ > \ __---\ \--------------- / ',__ --- - - - - - - - --- 2% SLOPE .,_..,.. CG-3 2% SLOPE 2% SLOPE CG-6 // Stres 11 iJ• - ry si.,iel' E � � �`�A — _ ,, _ ✓ ..._ :. � / — s,o -/' -- — I _ — mow— _ _ _ _ / _-- _---- _ — ✓ � �\ �� \ ///i \ - ------------------------ __ ---- _ --------------------- 8"-`�- VDOT #21—A 3" BM-25.OA / ,.' �- - - /p / > i -- --- -- --`-- ------------ ---- _ / ,------_ — — +t —---------------------- -1°a-ttt FEMR Flu°EPial" ----- = 7 BELLE MONTE AVE TYPICAL SECTION (10+00 -> 10+75) Aggregate base -/ P�q BEN. EX W .. — _------- C --' -- M' 39 _ _ - � ___ -- --- -- �y - - _ -----__ \\ C-304 SCALE: NTS material Compacted Subgrade /,' H I \` ," ,-_ / \ { 6 --- — — — — — -_ - _ -_ ___ __--- _ __ a _-----___ \\'\ \\\- ' 0--- i I%�]� --- WATER --_____ k` ___LANE I _ E.2 �i ]fey^ --__-' _-- ------- YOORSS Clfa a �y~�� _ -------------- l _ _______ - I / / > ]ram I d V I "�]`� ex' \ VARIABLE lI7DTII \ ss aasaraYr --- - __ \ 2'uD7ac ACCESS _ ____ _______ _______ -- _- \ ]r_,r_,�'` _ _ ---�-----y�x-mom*= / ----- ------�7� r any (a'xsq a -______'- 18' � ,•�-z-z-]1-]a- w' 12' L 12' 0.5' / CHAIN a FENCE LINK / / \\\ / °'----------- - 319. " 0.5 CG-2 2„ SM 9.5A i -- 2% SLOPE CG-2 / f\? - `\ \ i 'm"s,oeo'\'- *s .. •s. ° \ tC T bj I I \\ 1% aG� I111 0 0 0 II n n n n n n n n n n n n n n n lI 11 11-n n n n n ll n n \\ ri J r / 4 'S I I / \. a2 .n_MH-_„ W P2 P2 L\7 8" VDOT #21-A 3" BM-25.OA El o CO g BELLE MONTE AVE TYPICAL SECTION 10+75 -> ( 19+33 ) Aggregate base 11 ROAD PLAN °�° 40' 0 40' 80' 120' A o C-304 SCALE: NTS material Compacted Subgrade C-304 SCALE: 1"=40' ° ai° LML �° SCALE: 1"=40' /E V"u / gyp. fib p \g0 N/ _ Tel O -I EUl lam• q -`__`/x+'' ; : / U w z .... a F E •,... ,,sans �y o 0 0 ..<: fFE-yw.w .: .,ag // ; : 0 c> 00 c.o c 1 Y� P P' . . V aW Q CQ CO 20 so a�612)r7i I a� 7.125 JE iMr9 lW ''�'� / ,,,, i F•'-i /Fyn -I �� ••E ZO Elllli t Valt � 30'�� e d�D j l9y18O✓c4 {I�.1 0 ®� '. r. ..... . .. ... .. .. l� ;;1 z •✓ ♦ S1 ill � QI � � <11 ' 1 ✓ ill , O 13975, tll 2-51rSY 'i1 ' $ T - ,E- ,rC' r+. E- VIA111 1fE 9p0'pD F, E, Q ✓ 12 54- 4v 82 _ 9 ' � SHEET NO. 0 +✓x xs°° ( ,Viso I g TRUCK ROUTING DETAIL A 10 TRUCK ROUTING DETAIL B 11 TRUCK ROUTING DETAIL C C-304 C-304 SCALE: 1"=40' C-304 SCALE: 1"=40' C-304 SCALE: 1"=40' SHEET 16 of 25 415 IAII CTA - 10 i 70.nn 415�� \ 1A -VP1 qTA - / 410 K-5.93 LEN- 410 45, _R 98 LE- - -` 405 405 a r r 395 " 395 x 390 '- 390 E 385 385 zEl a pq w w -- o 380 '' 380 a z � ca U x W Fa U 375 375 370 370 Z _ - Z LEN_100.00 Z 365 = _ ' 365 o VPI EL— ^ o _ I �a�o o 360 360 F vri= ^ - ----- -- I rn o VIP' L`D �p U _ o •N 11 rn 355 355 V.P. EL_ - M , c Wes/ LO .wa is z UW %�'-j 350 - ' 350 Yi A d w ^ r M z 345 ^ } U ° 345 0 a�xwa ZwaE ^ J 340 340 O U w w WIt N N i 335 335 a Z 330 330 W 325 325 OUji -It O N O) 320 320 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+75 1 FORD'S ROAD PROFILE -30 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 420 415 410 405 400vpi 395 390 385 380 375 370 365 360 9+75 2 -30 420 415 410 405 400 395 390 385 380 375 365 360 420 415 410 405 4OO 395 390 385 380 375 3701 -0+25 3 -30 HORIZONTAL VERTICAL 420 415 410 405 400 395 390 385 380 375 370 tEN _ = = N - LEN- - _ 2.50 - VP -1.43 K083- --------' °D E6 M__ __ _ - 384.27 J _ — W 0 ^ VPT EL '-T = N EL= — -17+68 51 GRADE a EXISTING = - = o N _\ _ ° N r _ 1 4. K 31.39 0 0 - 20 o r Lo N00 U N °O II - ^ �^ J J __ r MAL - r - —411J ' ` r ---' ° r r ° - - ° 0.98%370 __ 10+00 BELLE MONTE AVE 11+00 PROFILE 12+00 13+00 14+00 15+00 16+00 Road Low Point 17+00 18+00 19+00 19+50 1 1 0+00 NEW ENTRANCE PROFILE 1+00 2+00 2+25 HORIZONTAL VERTICAL SCALE: 1" = 40' SCALE: 1" = 10' SCALE: 1" = 40' SCALE: 1" = 10' — — __---------- ---- ----- _Ent ce _ —\ \------------- ---- `----------------------- \ _ _ \\\ —// /'\ j' aao \ \\\\\\ \\\ \O \\\ \\\ •� \'`VO \_ \ 133-37'_--_ 465.38' -------------- \\ �\ \ \ \` it REF /' ,��� -��� - \ \ Ln sop \-------------- - - - - - - - - - - - - - ---------- —__ —__— _--_ 4 SIGHT DISTANCE FOR BELLE MONTE AVE 30' 0 So' 60' 90' -30 SCALE: 1" = 40' SCALE: 1"=30' DESIGN SPEED 20 MPH TRIP GENERATION NOTES _ e TOTAL BUILDING AREA 145,545 GSF •' III\I II III — — \ I—' _— / \\ \\ //// \ �P- ��� �• 1 \�� - FOR WAREHOUSE USE (ITE USE CODE 150), AVERAGE TRIPS PER DAY = 4.96 VPD PER 1,000 GSF / I \ 1\ — ,_—' \� ' ( N -''' ---' °r THERE ARE THREE SEPARATE ACCESS POINTS TO SERVE THIS •i - III�� I \�--� \�—_�_�'� \ I�� \ \` /'� STREET OAS \ ''"� - ,_�_ 3 — PROPERTY. pD.pAEtttS ro,C> %N� ___-'' ---- __/ i / 1. BELLE MONTE AVENUE (HIGH ROAD) = 331 VPD < 500 VPD ass'L25_—'_ ="�° /—' �/--'— CG-11 JUSTIFICATION —2% TO 6% } 3/ \\� ��^�� /_ �— __— _ 2. FORD ROAD (LOW ROAD) = 331 VPD < 500 VPD II I I \ 4 _ / i / _� CG-11 JUSTIFICATION —2% TO 6% 3 ACCESS EASEMENT 59 VPD sill 2\/ �I�ln / / / /i I \W/ nl _ -- — % w•/ / / / / /' ice/ ///�\_ .( 1/+�yT 66 / '/' :X 1— r / /' / / // / /' // �/ / / / _— / // // 14 ' $\ I 11 1\ \\ \ O \ 1 1 \ �- \ \ / w \I \PP \\ c \\\ Existing Industrial Building 40245 \ \5 I \ I I II II II I I \\ x --- 1 \ \ 1 I 1 \ \ \ `I� y \ � \ \ \ \ I I 1 I I 1 I I I I c�I� \\ \\ I I \ \3g \ \ \ \♦ - _ \ a S SIGHT DISTANCE FOR BROADWAY ST -30 SCALE: 1" = 40' E o CD �cv o a x CJ vo z w U U E z �U CQ E I —I U w — o CD wX E- �]y F- w O SHEET N0. C-305 SHEET 17 of 25 r I ---------- q SCC-2 2 yr Triangular Highlighted Side Slopes (.1) = 2.00, 2.00 Depth (ft) = 0.44 Total Depth (ft) = 1.00 0 (ds) = 2.030 Area (ayft) = 0.39 ITVed Elev (fit) = 325.80 Velocity (HIS) = 5.24 Slope (%) = 1.90 Wetted Polim (ft) = 1.97 N-Value - 0,013 Cril Depth, Yc (ft) - 0.58 Tap Width (ft) = 1.76 calculations EGL (ft) = 0.87 compute by: Known 0 Known 0 (do) = 2.03 --------- - ---------- ---------- ---------- ---------- rl ---------- ---------- ---------- SCC-210 yr Triangular Highlighted Side Slopes (.1) = 2.00, 2.00 Depth (ft) = 0.50 Total Depth (ft) = 1.00 0 (cis) = 2.900 area (Wial -0.50 InVeH EIeV (ft) = 325.80 Velocity (Ns) = 5.80 Slope (%) - 1.90 WI>Bed Perim (R) = 2.24 N-Valoe - 0.013 ci t Depth, Y. (ft) = 0.67 Tap Width (ft) = 2.00 Calculations EGL(ft) = 1.02 compote by: Known 0 Known 0 (cl = 2.90 Elev (fit) section - -------- - ---------- ---------- ---------- ---------- STORM WATER CONVEYANCE CHANNEL DETAIL SCALE: NTS CG-3 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. R 'a' 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 P9 IF PRECAST. 3. CURB HAWING A RADIUS OF 300 FEET OR LESS (&ONG FACE tx '�,; SURFACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. Y s s 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS Y (lY DEPTH) OR INCREASED AS MUCH AS 3• (19• DEPTH) IN i ap.' •A.' ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH - m THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. vWwi Ds' ! Dee ! OTHERWISE, THE DEPTH IS TO BE 16• AS SHOWN. NO BASE ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. D•> ! D.s ! 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR OG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN pas ! D4s ! STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER SUBBASE CURB, THE TRANSMON IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS T �VDOT SPECIFICATION /+ p STANDARD 4" CURB 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. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. L 4" U P51 PRECAST 2' IT4000 3. COMBINATIOO N CURB HATTER HAVING A RADIUS l OF 300 FEET OR LESS S (ALONG FACE CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB &CUTTER. 4. FOR USE WIT! STABILIZED OPEN -GRADED .d DRAINAGE LAYER, THE BOTTOM OF THE CURB k 1^.1' GUTTER SHALL BE CONSTRUCTED PARALLEL TO •i a' a d' 4 < .4G THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. < <'d 0. 5. ALLOWABLE CRITERIA FOR THE USE OF IS !d S' 4 .a BASED ON ROADWAY CLASSIFlCATON ANDD DESIGN A4 4 2' < SPEED AS SHOWN IN APPENDIX A OF THE ROAD ' DESIGN MANUAL IN THE SECTION ON GS URBAN :A. < STANDARDS ME BOTTOM OF THE CURB MD GUTTER MAY BE CONSTRUCTED PMAUEL 10 ME SLOPE OF SUBBASE COURSES PRONDED A MINIMUM DEPTH OF Y IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION 1\/I'1rTr REFERENCE COMBINATION 6" CURB AND GUTTER V` ROM AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CG-2 NOTES: z•R 2" RMN15 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. . :' 2. CONCRETE TO BE CLASS A3 IF CAST IN D, PLACE, 1000 PSI IF PRECAST Cy D z 3. CURB HAMNC A RADIUS OF 300 FEET OR s D.; D. SURFACE LESS (ALONG FACE OF CURB) WILL BE T T PAID FOR AS RADIAL CURB. D,; D.; D SURFACE - T T o ;', ;* m L D•L D.L D• 4. THE DEPTH OF CURB MAY BE REDUCED D' • D" G 'A. ;AA L BPSE AS MUCH AS 3" (15" DEPTH) OR • L T D.L AL T D. INCREASED AS MUCH A S 3• (21• DEPTH) N ORDER THAT THE BOTTOM OF CURB . D.; D • 'WILL COINCIDE WTTN THE TOP OF A . . ' p.D. BASE SUBBASE COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE. THE DEPTH P. D.; D IS TO BE Ur AS SHOWN. NO ,' 6„ ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE 12• IN DEPTH. A -A 5. CG-2 IS TO BE USED ON ROADWAYS SUBBASE MEETNG THE REQUIREMENTS FOR CG-6 ACCEPTABLE ALTERNATIVE AS SHOWN IN APPENDIX A OF THE WOT 6 IF CURB IS EXTRUDED ROAD DESIGN MANUAL. IN THE SECTON ON GS URBAN STANDARDS SPECIFICATION 1� COT REFERENCE STANDARD 61 CURB V`^�"' ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET ICE 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 g NOTE ONLY STAKE TREES VdTH s LARGE OROWTIS, 2" CALIPE4 OR '.GREATER IF I OCATED ON W NOY SITES. OR WHERE TAMPERING ..MAY OCCUR - (I PLAN PRUNE CODOMINAT£ CEADEkFF �. _ - ROOT BALL REMOVE BROKEN BADLY pi4,i DEFORMED, RUBBING, NARROW CROTCH ANGLES. WATER \ SPROUTS, OR CROSS -BRANCHES. < GAUGE GALVANIZEDWRE D 3 { tiMt iV1= 3.2"x2" HARDWOOD STAKFS GALVANIZED VMRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT F2'x2"HARDVJDOD STAKE. 2'E" MIN BELOW SURFACE. @' 'STAKE SHALL BE DRIVEN A MIN 18"OUT ROM AND REMOVE TAGS, LABELS. AND / SIDE OF OUTOF RCHJTBALL PLASTIC SLEEVMG. DO NOT STAKE - -. 2-3-MULCH LAYER TO EDGE OF ORIPIINEEc UNLESS SPECIFIED (SEE KEEP 6' AWAY FROM TRUNKFLARF NOTE) CO NOT tRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2ry HIGHER IN SLOWLY DRAINING SOILS T .PRUNE. SUCKERS-� T COVER OR Of IHE ROOIB' W CO E 0 ' SOIL ROOT FLARE SHALL RE V,SI i 7F FIELD GROWN, CUT AWAY ALL.-\\\ - FBOVE FINISHED GRADE ABOVE BALL•NG ROPES REMOVE BURLAP OR VARE BASKET FROM 6 SAUCER TOPr OFBALL IFCON-AINER - \ --BAGKF ILI. PLAN f ING PI-VATH NATIVE 'GROWN REM3CVE CONTAHNER ��� - SOIL INCORPORATE S--OVV- RELEASE ` ANDCUT CIRCLING ROOTS - GRANULAR FERTILIZER i 11 SLOPE OF SIDES OF _ ._ I T i CfMFY'J`aTlhY#Qs. '- PLANTING HOLE . FUR SCARIFYSIDESBEFOREFLANT(tJb==-- - ;. PIPE" , t?�STt1 l.; .. TAMP SOIL AROUND: ROOTBALL-.- ' + `&ObTBAG, ,_•,_ ., BASE FIRMLY VA I H FOOT PRESSURE SO T HA- ROOTBALL I now" DOES NOT SHE I N� - a 9 TREE PLANTING DETAIL -30 SCALE: NITS 12" 8" DIA. 4„ TYP RESERVED PARKING 1811® O„ $' T 6" ACCESSB E CORNER RADIUS 1'-10" IS 1.5" (TYP) PENALTY 14' R AWAY ZONE 4" WIDE WHITE 12 hlo-sMaf PAINTED LINES CONCRETE TIRE STOP. 4" WIDE WHITE PAINTED LINES NOT REQUIRED IF PARKING SPACED 2' ON CENTER SPACE IS 16' LONG. 4 WIDE WHITE 9> �F 8' SEE g' PAINTED LINES Min NOTE 1 Min HANDICAP ACCESSIBLE PARKING DETAIL -30 SCALE: NTS CG-12 I NOTE;COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES CURB WHEN REQUIRED (03-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WANING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP O=1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. 4. F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO a THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10'1 No PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ME TO BE NO. X 8" PLACED TCENTER TO CENTER &ONG BOTH SIDES OF THE RAMP FLOOR, WD-DEPIH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1yz'. 1 1 y vy. A B. CURB / CURB MD GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ,r'!j(rY�'?%a ARE INCLUDED IN PAYMENT FOR CURB /WRB AND CUTTER. 5' WN 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12l -C BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 MAX 1 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 BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A �ONTINWUS PARALLEL UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. 8. RAPS MAY BE PLACED ON RADIAL OR TA ANTI& SECTIONS PROVIDED THAT 1 A No THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1 NO THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS i W PERPENDICULAR TO THE CURB. VIRIN .W.X ,-M-,9- 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT 4 TIRE STOP DETAIL TT A TT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TIRE DE AIL TRAFFIC, REFER TO STANDARD 03-13. COMMERCIAL ENTRANCE (HEAVY 4' MIN AT 2K , 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT C-30 SCALE: NTS 10. WHEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX . SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LNDINC AREA SHALL BE PROVIDED TO MANEUVER p WHEELCHAIR PARALLEL III PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4-x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE yU •6"-2'4" C-C e WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O p O O z TNOUIBKN AS RECOMMENDED�BY THE MANUFACTURER TO MATCH 1- O O O O O O O O O O O HD Varies - y 00000 000 0000q LaRDINc RAMP + 0 000000000000000 To Expansion Joint QQQQQQQQQQQQQQQ N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I-X- Y. F AS DIAMETER 000000000000000 4 4' a I lop I Q DETECTABLE WARNING O I VARIABLE FULL WIDTH OF RAMP FLOOR I a AT BACK OF CURB "-W SEE NOTE 12. ER PAY LIMNS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL %VDT SPECIFICATIW ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 0]/f5 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 GR-2, 2A 27Y4" MIN - 28Y4" MAX RAIL HEIGHT M GR-2 GR-2A B"Y' POST SPACING) (3'4/i' POST SPACING) MAX DYNAMIC DEFLECTION • 3MAX DYNAMIC DEFLECTION • 2' NOTES GUARDRAL LOCATIONS SHOWN ON PLANS PRE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. aft lu FOR DETAILS OF POST AND SLOCKOUTS SEE SHEET NO. 501.05. A OPTION& GR-2A METHOD X OPTIONAL GR-2A METHOD FOR DETAILS OF PAL ELEMENT, RAIL NESTED RAIL USING ADDITIONALL SPLICE JOINT, MO RAJ_ ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RNL ELEMENTS ME FURNISHED SHOP CURVED FOR RADII X WHEN NESTED RNL OR ADDITION& RNL IS PLACED ON BACK OF POST BETWEEN 5 FEET AND 150 FEET. FOR GR-2A THE POST SPACING WILL BE W-W. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /e" 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 OR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27)' MIN - 2By." MAX AS MEASURED PER STANDARD GR-IISS. ALL W-BEAM RALS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTION& GR-2A METHODS OF NESTING THE RAIL OR USE OF AN )EDITION& RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INST&LATION FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE US FLARE RATE FLARE RATE 70 9' 301 15;1 a 60 8' 261 14:1 4 50 8.5' 21�1 11:1 W 40 5' t6r1 B,1 a 30 4' 131 7;1 a Y SUGGESTED MMIMIIM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. 1.1 3,11, T STANDARDS A COPY OF THE ORIGIN& SEED MD SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE ROPE AND SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 501.04 OB/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 6' 6" Concrete Tire Stop top 3000 psi Concrete with welded wire fabric Depth = 4 inches Finished Grade TREE PROTECTION/SAFETY FENCE ` Depthacte4 nD0es21A STD. & SPEC. 3.01 VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) CONCRETE SIDEWALK DETAIL -30 SCALE: NTS 1*5*05*00�00000e 0�����. � e�dMddMdd��o�.�-� a Me Me A County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: Trees to be saved; $� Limits of clearing (outside dripline of trees to be saved); $� Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. E ui meat erotica and Stara e: Heavy equipment vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 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: To4�l xic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: i� Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: i� 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: 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. if Zen and Tpnnetin : When trenching is required within the limits of clearing, it shall be done as far away from the Clunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 6/1/06 Page 1 of 1 LOADING DOCK 7 LOADING DOCK SIGN DETAIL -30 SCALE: NTS 8 WEIR WALLS DETAIL -30 SCALE: NTS ELEVATION VIEW NTS _ 8' CHAIN LINK __\ „. 1\1 I Y �\ 'go-w / X s - /I n FENCE r------ i :"s+o^d d`I I gP\\ T / I / / C\2 C\2 C\2 / I it x 3�22 �� Ix // 11 ii / o = r M x x i x \ /• \\\ 1 >� / Ilx, IX X X l i / i r- Q Ix x X x x x> °� \ °3 i I X t ll I/ X X iJ' 7 I .• . x x • \ aN v / I -2� )</ X X II li . \ 1II I \ - \ \x k X x x x z x 1 d 1 1 Ti n \\ I P x \x x '/ a\X.\� X X X x x x Ra` aJ i I l lei x X / $/ I \ / �,/� \x\ x� \x\ x x x x x x I�. 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' 0G10 LANDSCAPE NOTES: EXISTING CANOPY AREA A DETAIL 50' 0 50' 100' 150'C-3 V -30 SCALE: 1" = 50' 1. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' SPACING AND 30'-40' HEIGHT. SCALE: 1"=50' SHEET 18 of 25 SCREENING FENCE 3 DUMPSTER PAD DETAIL -30 SCALE: NTS U J J Q af FJJ ELEV=363.5 m Y. J STR-8A ticket shall face way from storage rea and SWAP-1 x6 Wood icket x4 rail -x4 wood lost :oncrete acting 0"diameter A" depth (2) 6" DIA CONCRETE FILLED POSTS W/ PLASTIC BOLLARD (YELLOW), 3'-0' HIGH, EMBED S-O" MIN. d a CG-2 a 6' WOOD FENCE a_d d a 4 d d- a d _ d_ Q a d g a 41 O Q d d d a. �' O _a Q d. d, a 4 a d d_ Q Q g ° d d 1.0' Q Q V d p ' -10.0' 10.0' PLAN VIEW Compacted VDOT 21A Depth = 4 inches SECTION VIEW J J II Q Q = of 0 z W Z Q = a=X I CONCRETE SIDEWALK STR-8 ELEV=357.0 I F% 4" CONCRETE SLAB Q ELEV=361.5 - 4" VDOT 21A 1. 4 l K < ELEV=350.5 I 4" CONCRETE SLAB ELEV=355.0 -'' 4" VDOT 21A 4" CONCRETE SLAB ELEV=344.5 ELEV=348.5 4" VDOT 21A 1' /K CONCRETE CHANNEL TO STR-05A SECTION VIEW NTS 28.0' 8 2' � WEIR WALL C 28.0' 5' 8' 2' 2' 2' UO 1 T) WEIR WALL B 28.0' n' �, 3 ME Ll rn 0 z CQ O 11, x co H m O 6PQ z W Q vi z �4�� Q U) W W U Q z-7 � F-I Z F-I F-L-I rEHe F_ C0) \2 N L\2 O O CQ I1a R'W�a°z X CYJ Q LJ * WEF4 W O O Zaxa W 0 U 7W n� T^_�FH�Tr z W o � WEIR WALL A \ TMP 77-4OC2 I JACKRABBIT 'ARTNERS LLC. DB 3155-18 I ZONE: LI DRY CLEANERS S \` co r J � > / �'pvoNti� EX. VARIABLE WIDTH FOREST \\ AND OPEN SPACE EASEMENT DB 5198 PG 45 TMP 77-40MH5, LLC \ A 0.11 Al PORTION DB 5033-635 J HEREBY VACATED ZONE: LI o USE: DIST. WAREHOUSE X. VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT DB 5198-45 0.90 AC \+ TMP 77-40B \\ ELEMENTAL ECOTECH, LLC DB 5256-213 \ 14.0617 ACRES ZONE: LI C USE: VACANT \ a o �a \ z \ EX. VARIABLE WIDTH a _ \ FOREST AND OPEN SPACE EASEMENT ' DB 5198-45 \ / 0.24 AC ITTESVILLE\ 56-87.1 \ )LTON \ �, STANCE UST & !IRLEY TMP 77-40N TREM COMMERCIAL RENTALS, LLC \DB 2893-653 DB 907-684, PLAT ZONE: LI USE: STORAGE WAREHOUSE / ,g'o SO Ov- 77 Dg �6g35 o LA �B 611)0 'q ACA�T 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 \ \ \ \ \ )LTON I l _ _ LE412 _- - A100RES ?013-163 _ IS - S LE413__P LI �I - — �T �J � 3, 1 IF � LE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � 1 I I I I I I I EX. VARIABLE WIDTH FOREST % --L�E406--07 I AND OPEN SPACE EASEMENTS DB 4935 PG 90 A 0.79 AC PORTION I HEREBY VACATED TMP 77-40 Lu i MARTUC LLC D.B. 3847, Pg. 332 ZONE: LI USE. DIST. WAREHOUSE M I I 1 I 11 , EX. VARIABLE WIDTH FOREST AND OPEN SPACE 4935EASEMENTS 5.42 AVM 7 Tvy I \ \ I TMP 77-4OC2 I JACKRABBIT PARTNERS LLC. 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WAREHOUSE I 162.00 N 57°03'54„ W I S 39°44'54" E 164.28' S NEW 20' PUBLIC DRAINAGE EASEMENT 0.24 ACRES \ O \co m ~ ` O E iw—1 \ zIII 0 Fa U z w w z �4 \ " 5 x W U Q TMP 77-40N TREM COMMERCIAL RENTALS, 0. o LLC 21 DB 2893-653 \ Z � `� `� 0 DB 907-684, PLAT H Z 00 w4 ZONE: LI W a w 20 z USE: STORAGE WAREHOUSE >N a 4 R FBI U co Q �D "I'x EN p- Z P. a Zw-U / g$I 27 pLA z 1� A14 A 7 �g5 LI z, g D ti0� 11B . VA Q /. Or N. Q w r'c 0 6 � E � / sv NEW 20' PRIVATE 1:3 DRAINAGE EASEMENT N�_�� rn. N EX. 20' PUBLIC �� DRAINAGE EASEMENT DB 5198 PG 30 1 S 52°12'04"E �DE2�... � 121.52 I EX. 20' PRIVATE IS STORM SEWER EASEMENT DB 4935 PG 90 Lu SWIM FACILITY Mr 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 \ \ \ N 4f°52'24" W 235.33' MOOIRES CREEII L I,UBL ARI,4BLE WIDTII E ACCESS EA 'Se&ENT DB 33>_549 �E 3 -�-, EX. 20' DRAINAGE EASEMENT \ DB 526-576 (CITY) �..._ DB 1051-235 —.. �39'34 52"E ..._... _. I I 679 91' EX. 20' DRAINAGE _... _... _... _... _... _...�1 EASEMENT DB 3594-664 I I I I T11, 11 0 A56 N 52011'03" E 9.43' of eIN E A o z 0 E-E a iJ E F E U) w w w w Q U U U E E F U U U Z O � x W�a �4 Q �4 Z � � W �D Q O Z Z O I�-l�'[~ w a =7 � E� a E- z W FORST AND OPEN SPACE EASEMENTS TO BE VACATED SCALE: 1" = 50' 0 50' loo' 150' 1 % 2-� RECORDED AND NEW DRAINAGE EASEMENTS SCALE: 1" = 50' 0 50' SHEET NO. 10C-400 150 SHEET 19 of 25 \ TMP 77-4OC2 I JACKRABBIT 'ARTNERS LLC. DB 3155-18 I ZONE: LI DRY CLEANERS OAS U10 6 / v i \ \ \ \ \ r H y W \ c a \ TTESVILL \\ 56- 87.1 ILTON \ STANCE I JST & IRLEY ILTON I '013-163 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TMP 77-4OC2 I JACKRABBIT PARTNERS LLC. DB 3155-18 ZONE: LI USE. DRY CLEANERS TMP 77-40N TREM COMMERCIAL RENTALS, LLC DB 2893-653 DB 907-684, PLAT ZONE: LI USE: STORAGE WAREHOUSE P TE 2 A / T �l�oRi g,I" oil'D 66g35 L �B 6�Zo11 � AC A \ \ \ F TMP 77-40A VARIABLE WIDTH PRIVATE & RIVANNA WATER ACSA ACCESS EASEMENT \ SEWER AUTHORI'. DB 5198 PG 30 DB 565-288 A PORTION TO BE VACATED .. DB 331-554, PL, ZONE: LI USE. VACANT .... ... TMP 77-38B RIVANNA WATER & EX. VARIABLE WIDTH SEWER AUTHORITY PRIVATE & ACSA DB 768-277 ACCESS EASEMENT " 1 ' " DB 616-135, PLAT \ DB 5198 PG 30 ZONE: LI USE. VACANT IS EX. VARIABLE WIDTH / PRIVATE SIGHT IF A10ORES C DISTANCE EASEMENT VARIABLE E DB 4935 PG 90 S PU BLIC WIDTH ACCESS EAS 'S _ _ \� ----.-DB 331-599 EMENT IF _ ...y _.. ..tea s s 04 I asas1 EX. 20' PRIVATE I TMP 77-40 A MARTUC LLC MAINTENANCE ACCESS I ... D.B. 3847, P 332 EASEMENT g• DB 4935 PG 90 ZONE: LI HEREBY VACATED iUSE: DIST. WAREHOUSE I I I I EX. VARIABLE WIDTH INGRESS,---,,-.\\ EGRESS, CONSTRUCTION & UTILITY EASEMENT DB 4797-416 \\ TMP 77-40M H5, LLC \ \ DB 5033-635 ZONE: LI o USE: DIST. WAREHOUSE \ \ TMP 77-40B ELEMENTAL ECOTECH, LLC DB 5256-213 14.0617 ACRES ZONE: LI USE: VACANT -AEC309 ,4 56 �� AEC308 \ \ o_ z \ x \ n to \ iRLOTTESVILL 'MP 56-87.1 BOLTON, CONSTANCE I TRUST & SHIRLEY BOLTON TB 2013-163 I I I I O AE312-1\ Q AE326 \ 4� 6q6 AE315 / \ EX. VARIABLE WIDTH INGRESS, \ EGRESS, CONSTRUCTION & UTILITY EASEMENT o DB 4797-416 �a I TMP 77-40M pE3�� H5, LLC DB 5033-635 \ qF� ZONE: LI USE: DIST. WAREHOUSE \ TMP 77-40B ELEMENTAL ECOTECH, LLC < ¢ DB 5256-213 14.0617 ACRES ZONE: LI USE: VACANT NEW VARIABLE WIDTH AE311 PRIVATE & ACSA AEC305 ACCESS EASEMENT 7q \ AEC320 \ \ \ \ \ \ TMP 77-40N TREM COMMERCIAL RENTALS, \ LLC DB 2893-653 DB 907-684, PLAT \ ZONE: LI USE: STORAGE WAREHOUSE / ti7�g SEA gIV A 16 .9B 6�A2) LI �B 61ti01 V Ac A SSE. nw N TMP 77-40A AE325 �3�5 A RIVANNA WATER pE BELL ONE ¢ SEWER AUTHORI DB ( ?E)AE308 AE307 AE306 \\ DB 3 1 5 554 2 PL. 88 AE310 P�52N pEC3p3 G�oti ZONE: LI FC3� AE304 P� USE: VACANT AE 3 03 A 30 5 3 E P NE302 AE301 TMP 77-38B \\ gFC304 C30RD'S ROAD RIVANNA WATER & pE FO EX. VARIABLE WIDTH SEWER AUTHORITY PRIVATE & ACSA / (PRIVATE) AE319 DB 768-277 ACCESS EASEMENT AE320 DB 616 135, PLAT \ DB 5198 PG 30 `�, pEC31A ZONE: LI AEII I3 USE: VACANT \ / AE322 �: IIII / NEW VARIABLE WIDTH 0:oi PRIVATE & ACSA ACCESS EASEMENT IIJ EX. V Rk��ryc WIDTH IS / PRIV/ C JHT IF A100RES / DISTANCE EASEMENT REEA- DB 4035 PG 90 IS VARIABLE y1,IDTN L PUBLIC ACCESS SS IS EAS —L . , 33>-599 — Z3J4 IFNEW 20' PRIVATE SWF I ACCESS EASEMENT I I TMP 77-40 i MARTUC LLC D. B. 3847, Pg. 332 ZONE: LI iUSE. DIST. WAREHOUSE I I I I A lob /q� 0 N rn co o CQo 0 0 x d E O z E- w w w w o Q z x Ca Q U 0 z � Z Sao 7 a�s F N CV o 0 co R'Wz LJ * WEW WO0 Zwalm P. U W z -to �z W E A o z 0 E-E a CJ F F F 7) W W W W Q U U U E E E U U U z P2 O7 r� W x W�a E� Q�� a z z Qw (D z w -4 a a F -� F W ACCESS EASEMENTS TO BE VACATED SCALE: 1" = 50' 0 50' 100' 150' RECORDED AND NEW ACCESS EASEMENTS SCALE: 1" = 50' SHHEC-401 ET NO. 50' 0 50' 100' 150 SCALE: 1"=50' SHEET 20 of 25 \ �I TMP 77-4OC2 I JACKRABBIT 'ARTNERS LLC. DB 3155-18 I ZONE: LI DRY CLEANERS EX. RWSA WATER �.� EASEMENT DB 4673-132 EX. RWSA WATER EASEMENT DB 5177-1 \ \ \ \ o_ z \ � H � a \ , po a \ TTESVILL \\ 56- 87.1 ILTON \ STANCE I JST & IRLEY 1LTON I '013-163 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I EX. 20' PUBLIC DRAINAGE EASEMENT DB 5198-30 DB 5177-1 s ,\ TMP 77-40M H5, LLC DB 5033- 635ZONE: LI USE: DIST. WAREHOUSE \ \\ EX. 20' PRIVATE STORM \ \\ SEWER EASEMENT DB 4935-90 \ TMP 77-40B \ ELEMENTAL ECOTECH, LLC DB 5256-213 14.0617 ACRES ZONE: LI USE: VACANT EX. 20' PUBLIC DRAINAGE EASEMENT DB 5198 PG 30 A PORTION HEREBY VACATED 20' ACSA WATER EASEMENT A PORTION TO BE RELOCATED 20' ACSA WATER EASEMENT _7011E /4, 20' ACSA SANITARY SEWER f EASEMENT / A PORTION TO BE RELOCATED , , \ \ \ \ \ \ TMP 77-40N \ TREM COMMERCIAL RENTALS, LLC \DB 2893-653 DB 907-684, PLAT ZONE: LI \ ,' USE: STORAGE WAREHOUSE y EX. 20' ACSA SANITARY SEWER EX. 20' PUBLIC EASEMENT DRAINAGE EASEMENT DB 5210-304 I I I I TMP 77-4OC2 I JACKRABBIT PARTNERS LLC. DB 3155-18 I ZONE: LI USE. DRY CLEANERS / �3a$ $E \ II R � P TE 2 A 66g3 615 L T D$ Zo11 � AC A 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 I EX. 2 XRIVAT A100RES CREE STORM SE EASE T,__ I,U 1'ARIABLE XDLANE -DB 4935 PG �, \ BLIC��C3>s EASE, 9 MErVT —...—.. I IF , _ EX. 30' RWSA SANITARY SEWER /' EX. 20' PRIVATE EASEMENT EX. 30 RWSA / STORM SEWER DB 342-197 SANITARY SEWER EASEMENT I TMP 77-40 pg EASEMENT E 97 , / DB 4935 PG 90 342 / MARTUC LLC i / A PORTION HEREBY VACATED I D.B. 3847, Pg. 332 /' ZONE: LI iUSE. DIST. WAREHOUSE ' /, I / , / EX. VARIABLE WIDTH / SWIM FACILITY / EASEMENT DB 4935 PG 90 j HEREBY VACATED ; r APPROXIMATE LOCATION OF j 30' SAN SEWER / ESMT ; EX. 20' DRAINAGE DB 1091-340 EASEMENT DB 526-576 (CITY) .... _ DB 1051-235 , EX. 20' DRAINAGE EASEMENT DB 3594-664 9i I �Gf � h O,� Oil �O \ \ \ \ \ TMP 77-40M H5, LLC \ DB 5033-635 R1 UE142 UE144 ZONE: LI EX. RWSA WATER �.� EASEMENT DB 4673-132 EX. RWSA WATER EASEMENT DB 5177-1 \ \ o z \ � H \ n to \ iRLOTTESVILL 'MP 56-87.1 BOLTON, CONSTANCE I TRUST & SHIRLEY BOLTON I TB 2013-163 I IS I\ I S39'45'34"E 24.79' \ \ \ \ TMP 77-40N TREM COMMERCIAL RENTALS, \ LLC DB 2893-653 DB 907-684, PLAT UE140 USE: DIST. WAREHOUSE \ \ ZONE: LI 9 �F �'s USE: STORAGE WAREHOUSE UE1357 4 U ^ &< UE132 ; �* 'Z O e���� NEW 20' ACSA jboo �j WATER EASEMENT �0 Or TMP 77-40B o� V AZ`I� AST 76835 P 00 ELEMENTAL ECOTECH, LLC 0 0 DB 5256-213 uE130 00 14.0617 ACRES'2g- -:._. UE $ SE. h00 ZONE: LI UE0105 _._6 Q CO USE: VACANT UE128 UE72 UEC104 ��F�A� UE148 / 0 O 5 UE127 B - O O\ UE125 UE724 5ID / �0 G� O�� 00 O °ate NEW 20' ACSA UE180 0 O O p 00 0 p 00 0000 0 000\...:.,.;.I UE150 / F TMP 77-40A �2 Oo t SANITARY SEWE%'�' �b_O �T� O 00 p o0o p4 O_ O Off' Q O—°p �� 3�` " RIVANNA WATER °O 0` EASEMENT b-q�"j O O 000 0 p O Q O �\O W 1�� W \ SEWER AUTHORI QO ° 00 0 0 °0 0 0 00 p owl �- UE172 �` 00 �? .. N653 DB 565-288 �00 0` 31 o Oo o Q� o �y NEW 20' ACSA CSA o�0c� DB 3ZONE.' 4LIPL. 00 O p O ° �i -/ EASEMENT 00 SANITARY SEWER T J�,o UE152 USE: VACANT O w UE153 0000 O��3c UE118� - 0 �J \ Q O O U >o o o °o0go o�15 aBS�� TMP 77-38B UE113 UE114 v O O 0... 0 6' �� UE155 v 0 '0 0& o o- o p _:. RIVANNA WATER & \ SEWER AUTHORITY �111 U o �a n _._. DB 768-277 UE110�0 fOE161 UE160 UE159 UE158 DB 616-135, PLAT \ ti w� ;0- SANITARY ZONE: LI UE107UE108USE: VACANT UE106 . �EU�1l11 62EX. 20' ACSA EX. RWSA WATER., 0 0` �F SEWER \0 °\'� 1 �. • EASEMENT DB577 EASEMENT1 /��105 16n �F� 00 d ti[/ o� DB 5210-304 20ACSA WATER EASEMENT ��p o�--0 0O p O °p O ° ° IS 0 p0 0� 0 0° Opp O oc�IF --- Op0 O \8, 1--..—S54°50'21"w f00RES CREE .. - ..IS 166 _ _ _ S35~ j� p ° - 38.86' PU 1'AR[ABl �,I LANE _ os BsQo 0 0 �, BLIC ES DTII UE165 1 �---�164.90'_ - -. _ 0 J� �- DB 33>_ 4�SE&ENT UE103 -UE102 IF N44'35'13"W __�-_ \ \ �uE1o1 � _ EX. 30' RWSA I SANITARY SEWER EX. 30' RWSA ,/ EASEMENT SANITARY SEWER , / DB 342-197 I EASEMENT I TMP 77-40 DB 342-197 MARTUC LLC I D. B. 3847, Pg. 332 I ZONE: LI / USE: DIST. WAREHOUSE I , / I / I ' / / / , APPROXIMATE / LOCATION OF j 30' SAN SEWER / ESMT ; DB 1091-340 / / I / I / / I ' / I I / / LID rn m s C" 0 o x m d E--E U z E- 0.l 0.l w o Q Ca z Q x U z U z Z �EC�0 �cQoo R'W�a°z >aa d U Q-jQ m d LJ * WEW w00 Z P. U W z - �z W E A o o z 0 E-E a iJ E F E m W W W W Q U U U C) CD C) z Tc\2m O x � E-I �4 n Q �4 z z W �4 Q Z Z O d W I4 a a F -� F W ACSA & DRAINAGE EASEMENTS TO BE VACATED SCALE: 1" = 50' SHEET NO. 50' 0 50' loo' 150' 2 RECORDED AND NEW ACSA EASEMENTS 50' 0 50' loo' 150C-402 -40 SCALE: 1" = 50' SC1 SCALE: 1 "=50' ALE: "=50' SHEET 21 of 25 W20-7 wr-2 T!� ^0) ` 0) V N N to 6' Q - m W20-1 AOI�Nr:raMv, ua v vAv w �� J c n amm ti o z p ttVl m ro i / . "• [1t0*0 ApWLT�iaYERs eH0P9SCO Asp+&r LAYM ^ C 'T!1 NV V n V O cc x E ,\`' ,`n a E7SefiS7 SF3A5f 3'aGw45¢o SUBBASE O E- .W--I _ _ _ T SAFE AS GGER NEEDED FLAGMENTO BE TO ENSURE PROVIDED STATION,'` \ Q o Q �' ¢ z x j\ INGRESS/EGRESS FOR ; `9�� .'` '♦♦ �\ CETRUCT►ON JINNI Q W CONSTRUCTION VEHICLES g0� /,' \ ♦\\ �'k �� \ REMOVE E7 TM'AWW&T UYERS TO E41STW SUMASE r REFLACE w FROROSM-ASPHN.T WDEM4 LAYERS. G20-2 poaasEa >ana�a Nxa +sur'Frw ix NmrR \y W Q U Y >\ �Z p0taRR� ERWrrwxs GORr'5k W1rrW V TO *Ut TtIE FULL FMCRNF„'*4 OF 7'xMrM f+SF kT 4AYM weTESs 7° ASPA&I ik*93, �T'.NODOW SK" RAVE A NaYSMMT DESIGN IN A°QOFAAM.E W4FM GVRHE+fF YAOT PROS AW K APf4WV 0 9V THE: tWop '. / / yTAg j� •\ i ' /,/ / �.'% � \� \ V � 1\ I _' � � ACIAGf GF: T1END NY N6P�Sl4'Kk�11':-5t9$�8E O 7NE QEIM i7K:WAVE�%iS �� L4YC8$ OF EY.�(W6 PAVF,MiAF7. S f, \ \ f / , /,/` •;6 M W�,{''AR I t N•AL�O YI{ !Ni A03A ¢ S9A?'d4 dMKK-M "jp*NE Tit TYI'� !NO r"M #:Of ( �TYM'E-. '9RK45lM NO S90 fEEi APN3T e s � � O � O C\1 ^ a 'SPIT *:A�t!AI.T :E4M TO YASSM:. v i !! // V A`� �(\\ i •' vt7APvfr' WNGL`+VGE�,� M'9 `- Y,, iA0. F !dW3 �ef'1Ft A$'•IhE ?�N?i;lyppf�lY+YQ;7 PIUSIp'TC AP#KWE AN';.S�[PTA<IX,E P,A!PoAHNT ,C.71d05.4c�ORF O iF W O7 , \/\%\ AIA. F YA awe s 14M+JCg9'Y+ ',4S�T5"8kW' X REST°R�EOf Sant T4'W: APPoeOM tN' THE ETUOWEFAAL.,+. i'AYEBREMpX410SNOS' AW .MA3R � •iL I 0 �I I Q /4kYa,S7iv¢ {RS'?E17YtpK+�'ATHE pqy MILLING 2' / f \ \ � s �• %tliAL TIOM$- ATE&1'Ei74J5 k 10'FOOT $�TRN MEO 'M 9Ni11T' KQU ATUSfEPI;70 515,07T(W O 'Ihi ,. f•� �--I H - U W GoZ zjz�® F I \ , ♦fir \ //`.\ \ �. \ \ \/ ,«wow-S7T ASPHALT PAVEMENT WIDENING ` Or0 \ FOR TO TRAFFIC o w � sIONAL * z — Z A, ¢ a z x - \ \ 4.♦ rcr T ar 7 rxsr�oo+i o WIPENINC SUBJECT � W20-7 \ .\ \ �/ \ \ ♦ \ \3owa 4wo "OUNW 11MOV Or MOOPORTATON W 0 c� ♦ /r �� I \ \ 1 WP-2 DETAIL ai ,� ,/ _ .' o°� s �' �' , `° \> �' SP18 NOT TO SCALE � 0 U z ' \ f w U \\ \ FLAGGER 1zO SF f \ / STATION \ \ Cl) \ �� 2-STORY \ 0" ♦ T. l (25. —CFI �' V ' `��� Z z � w A FLAGMEN TO BE PROVIDED AS `\\ % , OF �o �� .\ 21 ORY NEEDED TO ENSURE SAFE W20-1 ' p75oosty ��,'-__ INGRESS/EGRESS FOR \ b —',"491111.c Q ' �'-• W z CONSTRUCTION VEHICLES \\� / . + \ s __ -- - - � r � � € C\ 5.500 SF .. •Lis B • ® ; 0 LU / FF-MA ♦eF.372.0 9 ♦ gl 0.7005E / \\ 1 \\ STOP 2-S HIRT SIGN .: 9O q j S CQ CID • •' I ♦ (6.40D 00 2_S7gRF 1 I \ II \\\ r, eFF�365.0\:.. \\ \ \ tF-387A 5-J55.0 r 1 GENERAL NOTES P <\ \� �� \ 111 \� ` \ / t r 1. TEMPORARY LANE WIDTHS SHALL NOT BE LESS THAN 10 FEET. ♦♦` �_ 1.000 sF o a r T 4 2-sram o Z oum z \ 2. BROADWAY STREET AND MILLS CREEK LANE TO REMAIN OPEN THROUGHOUT THE \� •'� 1 \ \\ \ \ : ��• BF-351.0 I YOIbIYG SPIG�'- / �, / � 1 Yam. i ENTIRETY OF THE PROJECT. i # W J 3. MEASURES SHALL BE TAKEN TO ENSURE ADEQUATE SIGHT DISTANCES DURING �- _.-' CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION \\` ` STORAGE OR ANY OTHER OBSTACLE WILL NOT BE ALLOWED *♦\ �.' �' a \ EQUIPMENT, MATERIAL ♦ 4,701) SF z 4 3aoosF ¢` �\�' :. TO INTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROJECT. \ FF-MO 2_ ♦ \ %w (&�00 d1 ,. / 4 eF-33M (7.200 SF)IV 4. EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED 'm _ _ _ 8 \\\`♦ g' A MSF `, \ t +'. /%:- 2O i /'/ ter_ —''-� `— ! 2-SSOIIY J o ... cV I CLEAR ZONE OF EITHER LANES. \ -' (%= .... 1 9.3? ;' -• .. .. / :' 'TRA19 .� 1400 SF) /i' .¢ ti ... 5. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION, `\ \ ,' ., o REVISION 1 - JANUARY 1, 2015 VIRGINIA WORK AREA PROTECTION MANUAL. \ \ ♦\ y \ �� j �y _ PAVEMENT ♦\ / - 6. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE s� FLAGGE CONSTRUCTION PAVEMENT MARKING TYPE E 6. / MARKERS SHALL BE COVERED USING 0 \\\\ 00 %STATIONOe 7. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION ,♦ / `�� O SUBJECT TO FINAL REVIEW AND ADJUSTMENT AS NECESSARY BY VDOT. ♦♦`♦, /' / 8. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE \ / 4 E--4 a WITH MUTCD, LATEST EDITION. Q SIP \ \ ` W20-I �G `A• W _ \ a H w E o \ r" E-4 O o � cv _ - MILLING 4' \\>, Z Exist. Exist. - �D FLAGGER �.:�'--'- '�ant Variable Width Variable Width FLAGMEN TO BE PROVIDED AS STATION , / Z � � 1� � z Lane Lane NEEDED TO ENSURE SAFE \ i \ ` FOR \ f (� t� W E " z GRADE BREAK SHALL OCCUR INGRESS/EGRESS \ �' CONSTRUCTION VEHICLES AT THE EDGE OF THE �`�7 \ / / i' EXISTING THROUGH LANE. 7\ ! � 7-� a � F a U , z F F \ M w w w 2" SM 9.5A* it b / 'o' W -f E W t... Q � V O U � O U 2% ,7A \ / / O 1t \ / O H LIJ W E- O E- ter% 0 E- r 0 SEE WP-2 ' DETAIL ABOVE 1 i i o z 8" 21-A* 6" BM 21.OA* VDOT Standard �� to be in DOM. PROJECT NO:16.007 INDEX TITLE: Section accordance with / / 14 the COMPACTED WP-2 Detail and shall at least match existing y / -�� SUBGRADE pavement structure of Broadway and Mills Creek Lane \ \ / 95% COMPACTED~-- SP18 � o / \2\TYPICAL CROSS SECTION DETAIL FOR MILLING OPERATIONS 0 30 60 90 120 -7,14 SHEET NO: 18 of 18 SP18 NOT TO SCALE 1 , // i 1"=30' / W Ix a DATE: 5/08/17 z APPROVED MAINTENANCE OF TRAFFIC PLAN 14 o E W a � a FOR REFERENCE ONLY U � o F Qi W a a x � SHEET NO. C-403 SHEET 22 of 25 395 390 385 380 375 370 365 360 355 350 94 ._._--- - � ys EYE: .—._- -____NT �. , r — ____--- - _ k _. _ __ _ —_ . _-_---_-.------ 75 10+00 11+00 12+00 13+00 14+00 14 a.� 113S9 .ate r!� ---y ---- _ - - --- ------------ - j` - -_ - -- - -^ - --- - --_ --- -------------- - ---------------- i-- --- ----3 - - _- --- f rr ------------------ - - �' 350 345 ANCE PROFILE Horiz. Scale: 1"=30" Vert. Scale: 1"=10" THE wor _ Cc ---- S, r .w__s y ••_•_ _ --A __ _ � — O 2 ) BROADWAY ST SIGHT DISTANCE SP8 sca1e:1"=30" _ _....- _. 340..._ .._.. .... ..-. 335 SIGH7 DISTANCE LEFT- ----- _ - MOORE'S CREEK LANff- GRADE - - _ HT �0BdEQT: 3 5I 325 320 - t 315 - - r_. - _ _ 9 75 10+00 11+00 12+00 12 — 3 MOORES CREEK LN SIGHT DISTANCE PROFILE SP8 Horiz. Scale: 1"=30" Vert. Scale: 1"=10" } �, Y t9 ✓ \ a - �.;f: 4.�+'yd{ AP r d f a f JfI l j'rbS 1N .i f!•.! f P!'dr! y'l FDA __ • i� "! / Y }+a drr ?re l �r 'M �- , .•�._�. �. � � �: --.n_ � i .. .�_ �•'_ _ _ -_ _. TURN ONTO f s r<ira�c / - -' ------ --`-' NTERtINE �-✓''w^�� -- '� �. s \ dot 8" ACSA w s�- — 8^ -_-- -+__ , � "Q,) 350 345 340 335 330 325 320 315 50 — EXISTING SIGHT DISTANCE EASEMENT DB 907 PG 682 pl ,��jO _ 3�5 � w FORD ROAD SIGN ❑RESERVF0 SLOPES (tYP) 225' SIGHT DISTAiuCE_:� - OCya er s✓' was_` ~,I-�J� 98 PRIVATE 109~311.67 "---ACCESS E S MENT ln� GHT DISTANCE /� ,� — F EASEMENT M�� �1 0 c- i �N1v8A� 395 390 385 380 375 370 365 360 355 350 75 4 MOORES CREEK LN SIGHT DISTANCE PLAN VIEW SP8 Scale: 1"=30" a�n '7111 APPROVED SIGHT DISTANCE PROFILE FOR REFERENCE ONLY :: m C 0 _ U C > C W o s S °smm� N m W 0 TF. M Nc8. 3302828 Ztt7 a \ o z O Ul U w a z z w O E-1 W O w 'z—, W �co W � HE~ a � Q d H� r , 1v W 1� W F � O � o w LU DOM. PROJECT NO:16.007 INDEX TITLE SHEET NO: 8 of 18 DATE: 5/08/17 0) O co o � � 0 \ z o x m d E--E O z E- FQ W 54 FQ w o Q U) Ca z Q x U 0 z Sao F_ N � Z H� > W N pa R'WNa°z U � LJ * WEW oo Z P. W z -U w r� Z W E A o o z 0 E-E a U E F E U) W W W W Q U U S z TC\2m O x � � Z � E W�a a4 q Q x� Z� CcJ0 Q U)a O Z Q 0O a c a a r r, a F � F � z W x SHEET NO. C-404 SHEET 23 of 25 co o � � Z o x to d E--E O z ,I Eq <I w o Ia Z x Ca 54 U Statistics Sao �aCQs E CQ CQ O DescriptionSymbolAvg/Min Avg Ill-/Z�Q,OU FJ- W �a�z Property Line + 0.5 fc 0.0 fc N/A N/A 0.0 fc rk a ��d'.�-� * W F W Woolen Mills X 14.9 fc 0.0 fc N/A N/A 1.8 fc �_ Ws0 Z P. W -U Z TEK Project Woolen Mills Light Industrial LE TEK Project Woolen Mills Light Industrial Z `E Type Fmtal Type Eseta2 -. aOUP Catalog No. ESl-24H-MV-NW-W-XX-530 LITE�ON GROUP Catalog No. ES2-130H-MV-CW-W-DB-450 ,c.y W EsetaTM LED Wall Sconce ES1 Luminaire Data 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 1 No. & Type Color Product of LEDs Voltage Temperatul ESl 24H MV 120-277V WW 3000K 48H HV 347-480V NW 4000K CW 5000K 12.1 in NV IDB 530 Distribution I Finish' Drive Options W Wide BK Black 350 350mA PC' Photo Control FT Forward DB Dark 530 530mA MSL24 Motion Sensor, L2 Lens Throw Bronze 700 700mA MSL34 Motion Sensor, L3 Lens EMs Emergency Battery GY Gray System WH White FSIR100 Motion Sensor Configuration Tool 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 lrformance Data data nominal, consult factory for IES files or LM-79 reports. CCT 3000K 4000K 5000K Two Distributions Wide Distribution Forward Throw Distribution No. of LEDs Drive System Delivered Efficacy System Delivered Efficacy & Type Current (mA) Wattage (W) Lumens (Lm) (Lm/W) Wattage (W) Lumens (Lm) (Lm/W) 350 30 3205 1 108 28 3146 112 24H 530 45 4690 1 103 43 4604 108 700 56 5641 101 53 5537 104 48H 530 83 8826 106 81 8751 108 350 29 3301 115 30 3471 117 24H 530 44 4541 104 43 4548 105 700 59 5771 99 59 5738 98 48H 530 82 8707 106 83 8466 102 350 29 3730 130 30 3922 132 24H 530 44 5131 118 43 5139 119 700 58 1 6521 112 56 6260 1 112 48H 530 82 1 9839 120 84 9585 1 115 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. 10J101LTA 1al:,[y,11111111.11►■011 1•A1119110SOYM MIN ■[ll:1[:l EsetaTM LED Wall Sconce ES2 Luminaire Data Weight 15 Ibs [6.8 kg] 20.1 Ibs [9.lkg] with EM option Ordering Information Sample Catalog No. ES2 88H MV NW W BK 450 EM IE 2 1130H IMV 'CW W DB 450 No. & Type Color Drive Product Voltage Distribution Finish' Options of LEDs Temperature Current3 ES2 88H MV 120-277V WW 3000K W Wide BK Black 450 450mA PCs Button Type Photo Control 130H HV 347-480V NW 4000K FT Forward DB Dark PCR7-CR ANSI 7-Wire Photocontrol CW 5000K Throw Bronze Receptacle MSL33 Motion Sensor, L3 Lens GY Gray MSL73 Motion Sensor, L7 Lens WH White EM4 Emergency Battery System Motion Sensor 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. P....&..TM 1 Pr% \♦/..11 C�...��.. Performance Data All data nominal, consult factory for 16 files or LM-79 reports. Two Distributions Wide Distribution Forward Throw Distribution CCT No. of LEDs & Type Drive Current (mA) System Wattage (W) Delivered Lumens (Lm) Efficacy (Lm/W) System Wattage (W) Delivered Lumens (Lm) Efficacy [Un :", 3000K 88111 450 128.8 13285 103.1 129.7 13491 104.0 130H 185.8 18973 102.1 182.4 18690 102.5 4000K 88H 130.1 14032 107.9 125.6 14254 113.5 130H 185.3 19562 105.6 183.9 19625 106.7 5000K 98H 129.0 13981 108.4 127.8 13943 109.1 130H 184.2 19542 106.1 1 181.7 1 19150 105.4 Specifications Die cast aluminum housing with back mounting plate and outdoor rated cable. Back mounting 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 OMNILenST" 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 D%total lumens above 900 (BUG Rating, U=0). Color Specifications Electrical Power supply features a minimum power factor 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 gloss retention. Listings/Ratings/Labels Luminaires are ILL 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. Order Code Color RAL ii Pamone Equivalent GY Gray 7040 429C BK Black 9004 426C DB Dark Bronze 6022 BLACK 2C WH White 9003 11-0601 Natural NA 9006 N/A Aluminum Photometry Luminaires are photometrically tested by certified independent testing laboratories in accordance with IFS LM-79 testing procedures. Lumen Maintenance TM-21 Lumen Maintenance (hours) at 25-C ModNs At S0,000 At 100,000 ES3-24H 99% 97% ESS-48H 97% 93% 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. 1. O E-E a U F F E- C) U 0 U U U 6Z1'"It121CO FJ--I [0r W FSN^'-I w � Z �WII�w G 1. Z I. Q Z O a E­4 y ^ I4 Z H SHEET NO. 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