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HomeMy WebLinkAboutSDP202000029 Plan - Revision 2020-10-19I I o ' r — — I FA _ ------------ \�1V1111 TMP 77-40C2 ; - ------ - e-..a.>.w-.-a -- BIT— - `� �� - __ �� � `� >_ ' DB 3155-18-Y� -Refer to Sheets IZONE: LI I , USE: DRY C — 101 I i CLEANERS \ = '. -�-- - — - - - - - _---- U7 I N 7ri7'44,. W _ a3 C— 200 ' I z C— 202 C-204 " �� 9T�fiT I y_ BgOA P VATE) _ C— 206 O_ I ® a ra,-a i f 1 N y a� ;mow I �P3 I n I I , ppE I I I I I p E , v I TMP 56-87.1 BOLTON, CONSTA. TRUST & SHIRL BOLTON WB 2013-163 II / � aE /- O a� �CH eNc"'A, 4//Vk N C 00 ELEMENTAL ECOTECH, LLC DB 4796-325 8' NOORgS FE CNAIA/ iPRO 1VgTLX ZA.VR TMP 77-40 AtrE lNk l a ---- MARTUC LLC r_ D B 3847 Pg. 332 --_ ---- - ZONE. LI i I` USE., DIST. i �L WAREHOUSE ,�� �� ^------------- " D) i S 527Z'04" A, Cr0 4115q.. 2 ------ a i ,------------- a 46.00' y5� i Q3 25,E N 57003'64" W o 162,00• Ills .og I Ay sa 5 ti�ry. I Refer to Sheets C 102 TMP 77-40B C — 2 01 I ELEMENTAL ECOTECH, LLC C— 2 0 3 DB 4796-325 14.06 ACRES C — 2 0 5 ZONE: LI USE. VACANT C-207 LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATERVALVE WM WATER METER FFE FINISHED FLOOR ELEVATION 5g52• 6�9194•AP LIFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE TMP 77-21 PP POWER POLE RIVANNA WATER & SCC STORMWATER CONVEYANCE CHANNEL SEWER AUTHORITY WP WALL PACK D. B. 3594, Pg, 660 --- ULD--- ULTIMATE LIMITS OF DISTURBANCE ZONE: LI USE: DVACANT --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS 0 0 o ELLJ MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT PARCEL OVERVIEW 50' 0 -10 SCALE: 1" = 50' SCALE: 1 "=50 CURVE IARC LENGTH I RADIUS I DELTA ANGLE CHORD BEARING CHORD LENGTH 84 90' 52. '07" S4" WN i28' 44088440 0 171'14"C2 S O' 2CI 12' ' C3 441.05' 365.25' 69'11'08" IN 34°45.24" N 414.73' 100' 150' N g7'07'11" W 46.67 Existing Asphalt Parking E,-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 Existing Industrial I building ❑ TMP 77-40N TREM COMMERCIA RENTALS, LLC DB 2893-653 DB 907-684, PLAT ZONE: LI USE: STORAGE WAREHOUSE TMP 77-38B RIVANNA WATER & Z SEWER AUTHORITY 7 DB 6i6-f35, PLAT 61 -135, d ZONE: LI USE: VACANT t'U S G^ 36p 81 TMP 77-388 RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT TMP 77-40A RIVANNA WATER & I SEWER AUTHORITY DB 565-288 DB 331-554, PLj ZONE; LI USE: VACANT SDP 202000029 G�tJ1A MAJOR SITE PLAN AMENDMENT FOR �`� ���-�� WOOLEN MILLS LIGHT INIDUSTRIIAL PARK � ¢z o ti TAX MAP 77, PARCEL 40Btio J oF`�� SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA �`�0° PR 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. CQ rn x The Intersection of Ford Road and Moores Creek Lane has not been revised. Co h 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. New easements 7 were recorded in DB PG . z 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on w A m w a C-401 and C-402 for reference purposes only. z Q Q U SITE DATA SITE PLAN NUMBER: SDP201600076, SDP201800065 ZMA NUMBER: ZMA201800017 WPO PLAN NUMBER: WP0201600072 LEGAL REFERENCE: TM 77, PARCEL 40B RECORDED PLATS & DEEDS: DB 5210-304, DB 4796-325, DB 4673-132, DB 4790-637, DB 4935-90, DB 4797-416, DB 676-326, DB 4893-401, DB 4797-428, DB 4796-325, DB 4452-283, DB 4111-180, DB 3088-272, DB 2797-29, DB 2797-623, DB 1751-156, DB 900-440, DB 274-70 DB 5198-30, DB 5198-45, DB 5177-1 OWNER/APPLICANT: ELEMENTAL ECOTECH, INC. 809 BOLLING AVE, UNIT C CHARLOTTESVILLE, VA 22902 MAGISTERIAL DISTRICT: SCOTTSVILLE ZONING DISTRICT: LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) PROPOSED USE: USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE. PARCEL AREA: 14.06 ACRES PARCEL ADDRESS: NOT ASSIGNED SOURCE OF BOUNDARY: PLAT RECORDED IN DB 4893, PG 401 SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 2015 OFFSITE TOPOGRAPHY FROM ALBEMARLE COUNTY GIS DATA. TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018. FLOODPLAIN: PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 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 z �z 1.4z �4 I (.=,0 ^ P-i `\2 o -I � z moor) t I> I w -00 00 w ozw Z P-I I-j W O� U �z� az W 1. THE DEVELOPER IS PROPOSING TO DISTURB PORTIONS OF THE MANAGED SLOPES ON THE PROPERTY. FOR THESE LOCATIONS THE DISTURBANCE IS BY -RIGHT AND THE DEVELOPER WILL ADHERE TO THE DESIGN REQUIREMENTS OF 30.7.5. c c 2. A 19,645 SQ. FT. AREA OF PRESERVED SLOPES WAS REZONED TO MANAGED SLOPES AS SHOWN ON SHEET C-406 PER ZMA 201800017. CD F] o PRESERVED SLOPES o 1. THERE ARE THREE LOCATIONS WHERE THE DEVELOPER IS PROPOSING TO DISTURB PRESERVED SLOPES. THE DISTURBANCE IN EACH LOCATION IS BY -RIGHT PER 30.7.4.B.1.(C), WHICH ALLOWS DISTURBANCE OF PRESERVED SLOPES FOR THE INSTALLATION OF PUBLIC FACILITIES. ALL FOUR CROSSINGS WILL BE COMPETED AS CLOSE AS PRACTICABLE TO PERPENDICULAR TO THE SLOPE, AND WILL BE CLEARED TO THE MINIMUM EXTENT POSSIBLE TO INSTALL THE UTILITY AS DIRECTED BY ORDINANCE. A. STORM STRUCTURES 2. 3. &4: INSTALL PUBLIC STORM SEWER ACROSS PRESERVED SLOPES LOCATED AT THE LOW POINT OF THE SITE. THERE IS NO o OTHER VIABLE OPTION TO ROUTE THE RUN-OFF TO MOORES CREEK, WHICH IS WHERE THE RUN-OFF CURRENTLY FLOWS. w B. STORMWATER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET -- ALONG MOORES CREEK LANE THEN TO MOORES CREEK. THE RUNOFF CURRENT FLOWS ACROSS MOORES CREEK LANE, WHICH IS CREATES A HAZARDOUS U E--I E, CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. w w z C. SANITARY SEWER A. B. & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE. THERE IS NO Ga OTHER VIABLE OPTION TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER C) 0 SIDE OF MOORES CREEK LANE. 00 U U z r v o SHEET INDEX FOR SDP202000029 C-100......... COVERSHEET C-101 ........ EXISTING CONDITIONS & DEMOLITION PLAN C-102 ........ EXISTING CONDITIONS & DEMOLITION PLAN C-200 ........ SITE PLAN C-201 ........ SITE PLAN C-202 ........ GRADING PLAN SHEET INDEX FOR SDP201800065 C-203 ........ GRADING PLAN C-204 UTILITY PLAN C-100 ......... 120WRSHEET (AMENDED) ........ C-lot ........ (AMENDED) C-205 ........ UTILITY PLAN C-200 ........ SFFF PLAN (AMENDED) C-206 ........ LANDSCAPE PLAN C-201 ........ 61akDRi6 PEA (AMENDED) C-207........ LANDSCAPE PLAN C-202........ (AMENDED) C-300 STORM SEWER DRAINAGE AREAS C-203 ........ C-300........ (AMENDED) " ........ (AMENDED) q5 C-301 ........ STORM PROFILES & DRAINAGE CALCULATIONS C-301 ........ (AMENDED) 46 g6 g9 C-302 ........ UTILITY PROFILES C-302 ........ (AMENDED) 1g6 C-303 ........ UTILITY DETAILS C400 ........ ErtsP T PEAT (AMENDED) C-304 ........ ROAD PLAN, TYPICAL SECTIONS, & TRUCK ROUTINGS C401 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN C -305 ........ ROAD PROFILES & SIGHT DISTANCE C-402 ......... C-403 ......... APPROVED SITE DISTANCE PROFILE LIGHTING PLAN C-306 ........ SITE DETAILS C-400 ........ EASEMENT PLAT C-401 ........ EASEMENT PLAT C-402 ........ EASEMENT PLAT C-403 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN C-404 ........ APPROVED SITE DISTANCE PROFILE C-405 ........ LIGHTING PLAN C-406 ........ APPROVED APPLICATION PLAN FOR ZMA 201800017 Land Use Table Description Pre -Development °h Post -Development % Buildings 0 0.00/0 73,084 11.9% Paved 18,300 3.00/a 130,781 21.4°/a Pervious 594,228 97.0% 408,663 66.7% Total 612,528 100.0% 612,528 100.0% � •' �' 1 /111 . I 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 • I 1 1 1 ' • I •' 1 1 1 1 I 1 1 I 1 1 I 1 1 1 1 1 1 ! 1 1 1 SP18 ..... MAINTENANCE OF TRAFFIC PLAN Rai\rood Zrocks IV St, SITE CAN 0* %N 2 VICINITY MAP c-10 SCALE: 1 "= 2000' I� w � �- � z W�a Q W W z cn 24 I� W p (] E-1 F ) H i � F w x m SHEET NO. C-100 SHEET 1 of 25 IA - - - - - - EX / u / UT / _ �p f -� - Ti UT/ i / -' I =- / - � \ �t I \ y / / / / \ \ i 11 \ _ A '—�—�� I/ \ Q IN Uxl �q°= 20' 0 20' 40' 60' m � 7971011111 SCALE: 1 "=20' o F -- z W W SAY ST �,�— //i /i/ / // //// // // \�q \ \\ \III /,I li li �, Q 0 w ^ LEGENDA�E) DB DEED BOOK WFa U PG PAGE E)C M H - 3 \ FH FIRE HYDRANT /k WV WATER VALVE WM WATER METER FEE FLOOR ELEVATION UPPER FI UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALL PACK L k / DC xa k 1 i I \ I \ ULD--- ULTIMATE LIMITS OF DISTURBANCE �C� v�I / � ✓ j / / / / / / / / / / // / � / k �� / �I / x /a x x 1 I I I ,� I �— --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT Al k k k 1 I \ ---- L I / k / A- k I I I--- _ III I\ \ k k k k k k \ I I \ \ k k 1 I I \ PRESERVED SLOPES PER GIS I I A- k k 1 — -- I \ �k \k a k k / k - - - \ v v v MANAGED SLOPES PER GIS k k k I I + T + EXISTING TREES TO BE REMOVED CAI I I EXISTING k I I I VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT q°s \�'� x I k k TREES k k \ IL o II l (TBR) Eti �i I z 1 I W II kI kl kl I k k l I k Ik I Ik \ I kl EX - - I z k l I k Ik I k Ik Ik 1k kl k lk I k kI I k I x k /� � I I\ I \ 1� I I\ {k Ik xl I kI k I Ik k 1� k1 k kI x co Al �x {� k k \ Existing Industrial Building Z — Existing0. AS halt k I II I ❑ k kl I k l k I k Ilk I x l k hl I k k k k\\ k k k k x \ Parking i i II \ 1 � I Ix Ix k k Ik kl k l x I k I I x A- A- k k I Ik Al I k-k I l k k x k- 1 � k \ I \ oiTkl k l Ik I k \k I k k IK °� I� \ V 1 1 I 11 kl I k k l I k I k �k \ k I k \\k x '�\ \\ k k k x \ \ I k I k k kk k SATWX/C� U LINE / kkl I 11j EX CONC \ SPHALT RETAINING WALL I l l 1 \1I 1� a -\ ---------\- \- --\-<---\---------- ORTIONk TW-403.1 / \ _ I 1 k I k 1 \ I k k k \ k \ 6 HIGH CHTBR INK FENCE \\ k\!A& k k k \402, /l _ I \ 11 I I I I I I I I x \k \ k\ \ k k\ \ k k k k \ x k k k 1\\ k k x —_ J/ ---- EX. CURB EX 22 I \\ \ I I I I I I I \ k\ \k EXISTING x k \ k k k k \k \ SIDEWALK / I I I I I I I k1 \ k\ k\ k k TREES k k \ k k k k k (TBR) / Ia I I I \k \ 1k \ k ,�k I k \ k k k k 1 \ (TBR) x� k x k� k k\A- k k I I I I I I k\ \ I I I I I I 1 k Ik 1 \k k k k k k k \ kLd Ll \ Existing ndU U wA- Al Al kk building --------- LO / \ I 1 \ Ik kI \ k\ k \ k k k k\ k�k k k k k k kk k--k -A,-- I I I I Ik Ik 1 x\ k \ k k x k k k k\\\k w \\ I I I I k I A \ kk k k Al I I I I k k k \ k k �\k k k\\ k k �\X ' l \ k\ \ k k \ k \ k \ k k\ I rl kl k k k k k \ k k \ k/ k k k. E 21 \ /� k k k x k x //k k�\ k ,- k- ---- kl I Ik k \ X \ k k \k k \\ k k /�k-- k k --- \y x k vv-EX. \ k Ik / it I I Ik k I kl \ k k\ k k v k k-- k- k - / END ; I SECTION c� F _ o 0 390- k\� -k � k k \ - - - - 392.2�` \ I I kI k I k\ k \ \k k k\ k A- \k k k k k k k k/ k k-k k k k k� k k o \ k �390 l \ x\ k \ k \k Alk �� x k k k k k �'k �\ k k/ k k C k k -#-- k / \ \ 4 z �I I O I z k\ \k k \k k\ \ k \k k k k k xkyq/\ / I I \ \ �k \ k k \\ k �_k --\ k Al k k k\�I T <�N k -- — �\ k k \ k k k k� k k k k � k / k �k k Al _ b /k � \�\ \ /k v ` x k � k k 3g �k k \ \ _� - - 1I I k \ k \ \ k \ k� _ a k k �k� X - k k/� �\ \ k k k z z klw w w I I olm1 \ z I \ \ k k \k k\ k\k\ \ k k k\ k k\\ k x k� k x k/ k / x xk ///� \\�\ k k x X_ k k �\ -- Al- k Al -- / k / k / - \k �k \ x k k k �-�� k -- �\ - -� -�_- 0 0 k k k--�_-- \ k \�& k k__—��- 39 o \ \ \ k \ h\ \ k °\ k k k k /k / - \ \\ // k k / k / k /k k a ���---- o 0 k \ k\ k \ k \ k x k --k \� \ k/ k k \ k k \ k \ \k \ k- _ /k / k__-�-- I o\ \ k \ x- k k k k a \ \ \ \ ---k \ k \ k\ \k k k k A- k/ k / k/ //k k \ �k k k -k \ _ \k\. \ \k\ \ k \ \k k k \\k k k / k / / k Al- --k k k a s z x k(( k k k/k x // k k� k y�'\\ k�\ k _k, \k x k k k k k\--- I \, \ k\ \ k\ \ k \ \k\ k �z Z -� o o n�aLN2o W E--" c � CV o 0 ��y Z UJ00 W Z P4 \J WE Wr4 moo �a 7 W � U w \ \k ��-\ k Ik k k k ----� / k / k / k k� k k \ \ A- A I o " x k k k /k / k\ / I \ k k \ \k \ \ � k k k Alk k / k/ /k X k k \ \ \ -- O n/ k k k-- k k \ / ` -#- k -- \ k\ k\ k k k k k / k / k k// k--_ k \ k\ \ k k k \ EXISTING \ \k \\ \k k\ k\k\k \ k\ \k kl�� k\k k k� k k k k X/x //k k// k k / k / k k Al k\ \ \ \ k \ k\#\ k k��\k a TREES _ - \ k // /k - k k\ \� k \� k k k k k k — / / / - k \ k h\ k k k k k k k/ -�- \ \ \ TBR / / k k k k \k k�k k\ k k k )\ k k 7 k k k x k k k x k k= x ,� W�p ZZ Al x / k / k / k k / / k � � \ \ \ yr \ k \ -� -� k k x k k �� � k i \ k k `k \ -1k k k / ki /k k \ \ ✓� - \ \ \ \ k \ k \ k k /k / k / k / / k / k k \ k \ \ W O \ X\ k \��c ' k k k \\ k k k k k k k k k k k k k k k k Al k k k k A- \k k k k / k /- \ k �� / k/ �r /k k 1� k k k \ \ k �_ k \ \k \ k k k k k k k k Z \ \ k k / k / k / k /k / k / k k \ k \ \ k\\ k k k k Al k k A- k a Q /k / k/ k k k \ \ A \\� k k�-X \\k k' k k k k k k x k k W Z k 1 �� \ \\\\ \ \ \ \ \ k \ k k/ k / x/ �y/� k� �� k k k\ k k k �r Y--\ k k �k /� / k / k k EXISTING / k A- k \� Al k Al --k k k k k k W U E-' p o�/ r \ \ \ \ \ k k� \ �k / k/ / k / k �k k X - k �k��� o k k k '-k- k k k - Orkl \ \ \ \ \ k \ \ k \ /k / k / k k TREES / / k k k x �\ \ �a k k k 7z - Al \ \ o \\ \ \\ k k �k X k k k k /k k/ / k k k k \ k � k? \\\ ��] k k \?� \\��\ k k k k k k k k,\ k k -k X — k k Q Z Z O k �� k �l x x x / (TBR) k' k k �: ��\\k k�� ���� k k k k k Z k \ k \ \ k -- - k k k -x k / X k k� \ k � 3� k k� k Al k k k k A- ,� W E� Q k \k \� k k k / k/ k/ k X k �Y # k� k k o-� k��� k k k k k x k a x y�k/ k k _-\ _k - 1 k \ \ \ \ ��k \\\ \ k\3j� k \- k k k k x / /k / k --# x � kAl-\k \ k k k� �k k-k \k � - ��'k �� �k -� -- k k k k \\k k Al k k / k / x /k k ��� �Y �k - - k___k_ F W k k k k/ /k X / k k k k k \ k� k k\ k k ��k� k k� k-k --3k k Al A k - �c k // k/ k // W k // k -k k \� k k \ k x� X� Al k k k X -mac � X �#� __ k- --- -- W E k k k / k k / k k �� k� k k k k k k\ - _- o k �k k� k \ k k k-k -- X-k -- k-X -- k_ k` \� � k k-k -- - � k k �"- X- ,$\a x k-k k/ _k" �/ k / k k--- k\\ k k k k k k \ �\ �\ �k k /k i k x k k Al k kk--� k k- �- -��k k k-- k / //k k k� k k ask k k k k k�x SHEET N0. k -----k--- o� k� /k / k/ �---�k \k �� k k— k k � \k �-- �� --- r A, fix/ k � /x k// k/X/ k k \\klk X \ k k Al k k k k x k k \ \k o k \\kV-) O I k \ k k k k \ \ k k k k k /�c-- REF-ER TO SHEET C-102 SHEET 2 of 25 REFER TO SHEET C-101 IA X \ k \ k k k X k / //X \ \k \ k _ k k X----k /k / k /X �k \ X\ \X Al al \ \ \ \ X \ \ X k k k X / k k / k X- k\k Al X / k �Z /-- k / \\ \ \ X \ \k \ \ \X \ k k k A-k k/ k k / k/� k/X k k Al X\ X\ k\\\ k X\k --k' k X k k k �__ a a �Yp oF` �--- WW PR \ k\ \ A, \ k X' / k X \ \ \ k k k k k a 0� k \ k \k \ k\ \k X I X---� / k / k / k� k \ k X \ k k k --- a \\ - \k k\ \ \ \k X\ X\\ -k \ lk k X k k k k X k k //k X/' X /k �� k k k k \ \X \ \\\\ k k X\� k - X."- X k /� rn l z \\__ k, \\ \k \ \k\ \ \X \- k k X k X / ik / X / k /-- Xk \ \k k k \ k k / X \ k\ \ k \ \ k\ k \ INC X X X / X / X / k k/ k --- X \ k \ \ A- \\ k \\ EXISTING X �k n \--/ o � I \\ \X k\ \ k \X \ k k \ X\ /k / k k k Al \ \ \ \ k\ # k k \ k TREES k X kik X X k X X l k X� k k k k / k / A- \ o X\ \ X` \ k k k % k/ X / k / k 'k k k X\ � \� k \ k- \ k\ k X k k o o X k — —k / k / X / �r k/ X --- \ k \\k /TBR X k k k �c___ x Al X/X\ \ ) k X k k k X A- X % m a A k i a F k k X k X \ �q X� �_-- \\\ X k\ X k \\X kk X k X k k X k X X k k -k k k X/ X / X X/ i X k---_ k \�f k\ X \\ k k \ k X k k A- A, k X X o \ \ \ \ \ \ \ \ k k�k X\ \k X \, k� 'k k // X �/ k k // k Xi k X' k X \\ k k\\ \ \ k\_-� k �k �k k�\ \\k A, X k k X k k k X z p z � ai \ \ \ \ \ \ / / / k/ k� X k = '\ \ k k k k k X `X k k k X k k X X X X k X a U \ \ \ �i X k X k k k xo w A \ \ \ X X k k k/ W !X k \ A_ \_ X X k\ \\ k\\X\ k k X X// k� X k , / X k// k/-- \ k\ �Y\�/� X�k k \ k k k _—k — �ro� / X EXISTING k / X \ \ �'�I— �— ��\ \ \ k X k k k k —k X� k k X kk k k X a Q U �� k Al k — k � X X k - X / k �k X k— X k\ \ o \ TPrkl G \ \ \ \ \� \ \ X \ k \ \� \/k / k , k k TREES X k \X \\ a �R 1 k \ \ k k \k X / k k/ X/ i k Al \ k \ k `� X X\ \ — \' l \ \ o \ \\ k� kF k \ k X X X k X k ! (TBR) X k' k X X\ X �� \X\ \ k� k k k k X k X k k O \ f X� \ \\ \ \\ \ k� \\ X--—' k k X x k/ k k k\\ XX-3� \ k� k X k X k k k X\ X X k k k k * Z k \ X k c k k k k k X �Y k k k o �_k-- �� �� X X k k A- k f __ �` _ s 1\rkk \\ \ \ \\\ \�\ k `� k\ k X X_ i k k /X / /X k X� \X X\3jA k` ��X k'X X k X/ /X �/ X —_-k� k\k \ X k X� X k \k l-X k\� ��L \ \ \ \ \ \ \ k �� \X\ \�k k k k / k / k /X X X \\\ X `X 1 \ \ \ \ \ \ \ \ \k X �X 1� k / k / X X X \ k k k h — X -- �\� _ k �— k_—— — — — NC k k� k X---- k k k �X� k1 —k -- k ��c2o Xk_— k—X k / k —--\ k \\ k k�� X X — — — CmE- Q / \ \X X k X\X k k x k __k X k \� * E N \ k k k� X X k k-k _/ k /k/ k �k k of k X k k \ \ k k-------- a X k-_ - k k- Z oo \ k\ k k------ k i �2 k k- X X X k k k k - k_ �\��- X- ____� k ,/ ��oc� k ��� �X -- k X / k / —fir k�\ \ k k k k k k \ \ \ X _�1 H 0 - �Nw X X k X X k k k X k \ k \\ k\ � ELF k k k< X �C- - W Uaco _-- �\ \ \ \ \ \\ \ --k k \\ k \\�k� k -� k X k /k� k /X / k/' X -- k\X \k \ k s�k_k� k --k— �k \\� k\k \ - - �j>xu'n, X \ \k \ X r X A- -� / k X / X / k \ X \ k \ \ k k X k X \ k -- �Q ----- X �\ k \� X k X k k \ \X >o k \ k k X D"�drz \ \ \ X k\ k k k �y / X k k \ X k X X \ \ X k \ k k k /#-- �aE..w \ k \ k k \ k k X /k X X/ X/ kX k- k ------ k w k / / k / kk� k \ \ k---- k �? X X \X�� X-k k/X //X // k\ \\k\ \ k k k k \ \k \ X\ \ X\ \k� k X / k ���0 \ \ k\ k\ `- k X k k/ k k k k \ -X- k X k k k �k \ 4 �-kx_ aax k /-- k ---\X \X k\ X F � # k Za �a X' /X / X X /-�k \k k k --- X k \ X \ \k \ X\ TRR� k -4— -- -iE- j x \ \ \ X.-\ k\ k \ k\ k k k �k \ k - k k k k \k \ k k \k \\k k k X X k k WoU A k. k k - A- X k---' k �X' / k / k / X �k k - k k X \ k k \ �{ k �\ \ \.7 k - \k \ k k ---X -- k X k X X k k X ---- k---- -- k X\ k \ X \ X \ k k / k k- k �k / k k / k k \ X \ k k k X k\ \X k k 37k— — Q' W '��C k _��' k X X \ k �— �c k X k \ k\ k X\ \k \X k k �� l Z_ X ---�c k k / k / k — X \\ k #— X k X \ \\ h� \ k \ X X O k—k k�k� X .k k k\ X X,,— X k /'k k �_k—k \\ k k\� k X �k� k k--X --—� X k\ \k k\\ �X \k k\ X k \\ k k X k X - k - k / �f k k k k k k k X \ X` -X --- k X k X k k k k k — --k _ k\ \ _ q \-k C �5�.� • k / k �� k k _ X �k X. \\ \ X \ \ k�X - X � k -X_ k k �r X k k \ X\ k k -- k � k k X k k k \ ky�--------- Gr ve 0' ?r \ _ ` \ - _ - k k / k k fir\ �� k k - ter- - k X \ >k \ k \ \ X k X �/X /�k - k k -- _X / I R `1�• k k X� k k—_— k� �_ k\k -- X k k X k k\X \ k fx WV X Sk-- k\\ \ \\ \\ t��` �/ _ - - k- k'�� k k k �k X ` A,X� Al X � k X X�I- X X_ -ter- _k _ k k k k �- ( pp\ )hp on ,\ J` \ \ �� \ \\ \\_ - - _ /_ k _k - k k - EXISTING X Al k X X-k k� X X �k \k-- p—ohP— ---_ - _ /-- - _ _ k \-Tr X--k - TREES - �C k x k- 8 on ^ --- / ter - - \ Wq P k X (TBR) k X k --� k---- e TFR _ --- - �r----_- k-_-- k k - k k LNG \ \\ _---- e � - �-- X k X k -� k - X RR Shmork gCSq r °hP - _ - k k X -k X k k k k yc-k--- _ \ \ 332.4� n - - -- ------ - X k k X k-- k -k-k-_ k k X k E/c V p� 7 \ \ / k k k k X - ter- 2, --_ --- F_- k k k X v 7 \ --__-- IvQQ _ \ ` k -k _ - �Y� S oe d .'Marc, $ ) RE CR-------- — — k — onitor Urn9i ry eh ✓\ ^ J LAN -�------------------- ------ - - - - - \ o V Er X y sewernstolloEi h Of \ NCt Gljvk P / I / -------------asGov b Aloe��redrtion Of °nstolleeeoofteroslq °ry�torfenoe \ \ \ \ h \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \'// — — — — — —/ jMCl,y/H, - - - - - - ---\_ n�tory hosewer, n°p 32� /0¢ � - - - - 30' CIaY (RWSA / /% 0� _ _ _-32-27 70.2 w r��. / l ■ k k k k k �/- p,. X k E �� k X X k X k k k X k k //� v qJ vv � v ��� k -NC k X Al X X /\\ A o co r- X k X EXISTING '` k X X ■�♦ \\\ �/� �— � // //---- —--I -- � I I X k X - TREES k XX X X k /' \\\ \\\ \ ��\ '\\ � �/ z —� TO 0 u C-) --- zi-i Flo RIOT \\ �� \\ ° � odp/ / \� / �-4 a 0,-a i -------------- // X k k X k I �� \ \ \ \ \ / // / /// / / /// Zco O� L / / LE402 9 / / LEGEND — — — \ \ \ \ \ \ \ / / / / / / / / / \\� d E 0/ Q , a / / DB DEED BOOK— S / PG PAGE \ \ \ \ \ \\ / / // / / / // �f / F Q-� W �C \J / FIT FIRE HYDRANT \ \ \ \ / / / / / / / / / E+ o / / WV WATER VALVE \ WATER METER\ \ \ \ \ \ \ \ / / / / / / / / / / / F W F o %A / /' PFE FINISHED FLOOR ELEVATION C \\ \ \ \ /' /'/' ' / u w o / UFE UPPER FINISHED FLOOR ELEVATION \ \ / / / / / / / / a o �o BSL BUILDING SETBACK LINE PRESERVED SLOPES PER GIS \ \ \ \ \ \ \ \ /' / / // / / /' / a V) / PSL PARKING SETBACK LINE / PP POWER POLE o o MANAGED SLOPES PER GIS \ \ \ \ / / / / / / / / / �/— / SHEET NO. / SCC STORMWATER CONVEYANCE CHANNEL \ \ \ \ 20' 0 /' 20' 40' 60 ° WP WALL PACK + + EXISTING TREES TO BE REMOVED/' --- ULD--- ULTIMATE LIMITS OF DISTURBANCE \ \ \ / / / / / / / O / / C-102 -- TP ---- TREE PROTECTION FENCING VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT SCALE: 1 "=20' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT \ \ SHEET 3 of 25 �11 1 a N a� a is a __----- End of ACSA public sewer Total IA a _ j Floor Area Warehouse Employee Employee Customer Customer �G 6' aa Total Floor Open to Floor Area No. of Employees Parking Parking Parking Parking ,li a a --' Building Area (SF) Public (SF) (SF) on Largest Shift Required Provided Required Provided 1 14902 100 13902 10 10 10 2 2 0 Q a a - _ -- _ 2 9032 100 8032 5 5 5 2 2 6 > Z o a- _ ------------------------- 3 8140 1000 7140 5 5 5 2 2 a ®EX y 4 7748 1000 6748 5 5 5 2 2 �p�� Q�OF 5 7450 100 6450 5 5 5 2 2 0 _ - 6 6110 500 5610 5 5 5 1 1 ---'! 7 41925 100 40925 15 15 15 2 2 0 z a 8 3500 500 300 3 3 3 1 1 0 9 4250 500 3750 3 3 3 1 1 0 o x a �1 10 5280 500 4780 3 3 3 1 1 � a �� a aaaa a a a a a I 11 2816 500 2316 3 3 3 1 100 d � E- III i / a s a a a s 12 22460 100 21460 8 8 8 2 2 O aa a 13 5800 500 5300 3 3 3 1 1 z a14 6000 500 550 3 3 3 1 1 w Q rU) W W it ® III 3 a a a Totals 145413 1 10500 134913 76 1 76 1 76 1 21 1 21 o Q W x Total Parking Spaces Required =97 Loading Spaces Required �1 T EE . a a II R 1spaceforeachaddio Industrial Floor a /r Total Parking Spaces Provided =97 p QA� TE� _ - New Retaining Wall E wAy s �N� a s 1+(134913-1000)/2000=8 Z BR �pgIVA o;«h aY 1 `I w/Handrail a Loading Spaces Provided=8 Z Max Height=22' EX MH-3 i o a LEGEND o ' Lo DB DEED BOOK a o utlet S a a PG PAGE a F cm to ) a I a a FH FIRE HYDRANT 80 r ,✓ WV WATER VALVE Z m d 2' I I a I >� a WM WATER METER ry 5 W 00 s a FEE FINISHED FLOOR ELEVATION µTk� U [=7 m o _� ! �' UFE UPPER FINISHED FLOOR ELEVATION LJ a � �, �. a BSL BUILDING SETBACK LINE �� �+ U co A a a PSL PARKING SETBACK LINE TT� �D rx ° 10 PP POWER POLE LJ * W F p4 a a a a a SCC STORMWATER CONVEYANCE CHANNEL O ZO °Wt a I aaaa 14.0' UL WALL PACK ULZ 24 --- D--- ULTIMATE LIMITS OF DISTURBANCE � i--i P. a --- TP ---- TREE PROTECTION FENCING W C U a a a --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT w aa PRESERVED SLOPES PER GIS -� MANAGED SLOPES PER GIS W New etaining Wall a h� o. /Guardrail 1 Max Heigh� I � + + EXISTING TREES TO BE REMOVED t=5' o I - I ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT V 2-STORY �- SITE PLAN NOTES: I 60.0' j-----12'x35 --- a> 3,000 SF/FL --, m I o I I 0� :6,000 SF 1. REFER TO SHEETS C-400 THROUGH C-403 FOR EASEMENT PLAT. z I Loading Space o - _ _ _ _ _ (Detail 7/C-30 I o FFE=394.0 EX-0 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING m z - - - - - - - - - - - - - - m A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER - 35.0' o „�� 67.0' THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. N Co�I 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. 13 18.5 vv Q y �0 CG 2 G-12 Existing Industrial Building 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE �' _ _ _ Existing i MARSHAL OFFICE FOR LOCATIONS. z I 5,800 SF 8 S aces ®9'x 8' Asphalt 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE 1 FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHALL BE ISSUED FFE=393.50 0 = _ _ - _ = a� Parking UNTIL ISO NFF IS CONFIRMED. 1"WM1 I 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. o rn 13.4 �o l m z u' 32.6' __ I u -- ----- 0 9.5" d m 58.0' 1"WM 5� New Retaining Wall F II '( 1 s 9' rn 1. S� ¢SR w/Handrail i °c 'o . CG-12 Max Height=8.5' 8® Spa es 9'x1 lS (DO FHcyo , N a I E 5� CC-2 AR I om z o. • I z Q one Si walk 1' M 145.0' 5' ADA RampI m a w Handrail c 5'R EX CONC I m CO / c h� RETAINING WALL L------------------------------- - °' 2 TW=403.1 I �, 20' 0 20' 40' 60' c� `� _ � SCALE: 1 "=20' I 18' 2-STORY o� 0 11,232 SF/FL � 22,460 SF r` GFE=388.00 n Jo o FFE=398.00 o' N \O, m s ew Retaining Wall C � . Dumpster • w/Handrail a -0 . ° (3/C-306) R Max Height=15' e = a 3 145.0' ti� �0� CG-12� Dumpster 2 Spaces J Cl Guardrail (3/C-306) @ 8 x18 �� 20 14. 0' - - - - - - - - - - - - - - 12'x35' 13 I Loading Space I Si -(Detail 7/C-306) 1 11 I------J G-12Sd, � D ao ---- • 12 23 pace ® 9' 18' CG-2 ° l 55.0 ... d .. ° ,:. _. °.. �. .. pa . .°,6 f1c SId� alk •'' g °/ ,„ { d. °♦ ° e 'Cb, .: ro _ 215.0' .CD a _ a . a 1"WM 20' a s a a a a a Fli o z _CD © N a aaaa �I � I �o 0 z 1-STORY -.,. ,� a i - -- -- I a g 00 0 3=STORY a 12'x35 _ - '- c c 6,110 SF rOy a a o 7 Loading Space a a A o G1=374.00 o o r 1 49 925 S75 FFL \ a 1 0D Z FFE=385.00 a a m tail 7/C-,306) I 50R o c) 0 0 D FFE=394.00 0- ? m GFE=381.00 P c New Retaining Wall N a .. m o LFE=371.00 w Guardrail a Max Height=7.5' a 501„W ; d . New Retaining Wall M 0 "W r Max Height=2.5' a 215.0' a 2-STORY Cod 1750 ' 160'R 1 x35' L Odin--, a\ (3,500 SF) 1 DeL 35.0 zZ 69.0' �4' DO 2S� OO CG-2 Tru stay 7 fC 306) cei a 25. =390.00 0 0 L 9 N _ 00 a 2-STORY "' - ® 1 0'R 16 BELL 2,125 SF/FL 50 SF) /E MONT a 5.0, FFE2 374. 0 d ,6 \P1IVat U=388.00 96.0. o o Weir Walls ,. 2 a a 5'dewolk New etaining Wdll - e 83 f a a (Refer to 8/C-306) 6' ; woxadrailHeight=11' 2-STORY i 140 11II _ 14 -- 5' •C°nci S1 ewdlk a 18 a O 4,516 SF/FL ( 0 i ° I Wp a �J O (9,032 SF) o 2-STORY p FFE=348.0 I _ 3 N 5A y<. ' i ��ci I 27.fi' 4,070 SF/FL O 1 --r X uFE=368.0 I _ w1 �' rX ° \ I (8,140 SF) o w r° a i l UFE=370 5 a Retaining Wall A oa2-STORY New Reta g o m a � Max Height=2' � 11 °-�' j � � j a I 3,874 SF/FL a .4' _ p REFER TO SHEET C- 201 35.0' a�a a Existing In building o 0 E cli Ll- F] o z E-- a ew Retaining Wall G w 14 W w/Handrail & 1.5' Gutter ca o aMax Height-7' a Ez a a o0 a �I II a a aaa a a a a a aaa a a a a a aaaa o aaa a a a a w a a a a E a a a W 200' New CG-6 Channel Q cc_6 W Ix 88.0' a �D W o O1 0 2-STORY O Z 2,640 SF/FL 'Z CD -- (5,280 SF) o a FFE=377.20 W 88.0' E E E- . ....6' Canc.Sic#ewQfk" ' L) E-E a N a a 1"WM CG-2 CG-12 a x I a a 7 S aces a m "40' a G 10' 0p @ 1 , SHEET NO. aop x18 C-200 SHEET 4 of 25 REFER TO SHEET C-200 �IA 6�� _er on bLaiti .. CG- _ ¢ a � � � a M 2125 SFYFL �. e 140'R 16 BFl O G>° •^ . , • o :. ... 8. 46 . LE��a (4,250 F) 35.R � 88. o' FFE=3MO NT < 5.0' 0 45R 388.00 -STOR Y 14.0' lVa t a C, 2 Quo�N a R C 0 2,640 SF/FL >t 96.0, o o Weir Walls < \I wM7k . (,280 SF New etaining WaI 83 6 Refer to 8 C-306 6' ;: ° 5 ( / ) FFE=377.20 W z w/Handrail 14_0_-I 14.0' S ',Donal ' ' ew a a a a ^ UFE=387.20 � p Si 18 CG_i.. M x ax Height=ll 2-STORY ' - O o1k ° ` a a %,� 88.0' o N x 4,516 SF/FL g'• co rn 2-STORY Canc.Sic}�w I'k ...I. ^ Co F O (9,032 SF) I n° I I. o M r. a FFE=348.0 I \a wl ��a I 4,070 SF/FL 88.0' .. a. 0 1°WM CG_2 z o f J in X >� I UFE=368.0 y� i M ° ^ I 27.6' (8,140 SF) ;:.. �' a a a CG-12 . o c� cnl CO I N.c FFE=351.0 b 1 v -10. o o= v a Ym 7 S aces pa C1 U Z n L1 New Retaining Wall A i o J �'I UFE=370.5 `r 2-STORY 0 a a �P 10 1 x18 Max Height=2' o ° i ? 1 i I 3,874 SF/FL a 9 a �� A 81.4' L--- o L_ i 88.0, (7,748 SF) CG-1 8 Spa es p a a S� q a' " - FFE=354.50 2 10'x7 a 14.6' �. :.. <.. � Wp a 6 ° t = • Q a rete. UFE-372.50 2 � Na e e <} GG a 5 Sp Ces �1 "WM I sic p 10 x18 e - r � 0 Ik p �� 88.0' NO RIGHT TURN ONTO SR CG 12 CG-2 ° ' 10 5 , o O 2-STORY `' .' � o > 10 ;R 12 FRANKLIN STREET 1"WM 6 1p, Pace 10 a 3,725 SF/FL .- � S aces o -ago Sign e ° . ,_ .; a (7,450 SF) CG- Q 1 'x16' W rn FFE=356.0 OF _ C7 o Sidewalk.. .: • a UFE=375.0 - - - - - Z ¢ o U Concrete ROAN a N > N a Q' W awm �E�a ® Mon ment 3p , ..:;. >.. FORD 1Vate� 8FH 5 s. 69. 2 ✓ a f wV O Sign s �P 11 S ,< o ° 12�R -6 o P ces 10 10' O Conc.>Sid d 19.0'V11FZE St O®£Sin .:',:.' ®� 0 ,''-'\ k1 X h D1 F CG-2ew$Ik." �� G O ORD ° . , .`. 65(t ® E A /G Retaining Wall H W oa o ' W G C CG_ S R w/Guardrail r 2 1„WM �s p SAD O ® Max Height=6' w WP .. CQhcrete (S" ?'� rivate 1 X� W't c� 7 30 p' / MUM 6 29 / \ � � �''\� WP Sidewalk. ®fX !p MGM 122.3' NV pTCG < \ o Zr) Wp .� a 58.T ewolk e Yl C3 Monument sign o > 1„ xist verOR. ,-' N 1 2-STORY yl Dove /O1 O a 1,408 (2,816 SF) uar rail y W me°t a FFE = 360.00 0 yl New S S 2-STORY ©® BFE = 580.00yl ew Retaining Wall I SO// vr(jsteei treat ew Retaining Wall L 7,451 SF/FL yl w/Handrail Q �kist F °t S'Bn NO R/ a�w/Guardrail (14,902 SF) y�f� �� ax Height=10' N - e 0 G _ n � N � t 7' - `L Max Hei h c � N TI LFE-326.50 Y� R h T N 9 ERe Spikeork 1 Sign O FORDT ROAD zC ° 1.8' UFE=359.35 IJ A MUM S 0 y� 122.3' \ 1 MINIMMSL Retaining all J _- New in W MO---___-Y� w/Handrail �R�'S C,. ® �yl Max Height=7' REED L ---------------- P _ R I -- _ s e� hATE) --- ------------ 0 A FENCEAI� CINK \ \-------------------- - yc ' I - - - - -- I / - _ _- - -- ------------- ' x_ Q0_ -- I J n pUt If?_237 0.90 \ New Retaining Wall K ` w/Handrail 322 Max Height=8' MC/ 0 R/n MN, 03 nv 322.6 ---- - ' OUt 370,26 \ STORM WATER MANAGEMENT BASIN SWM-1 Outlet Structure (Refer to ) Emergency Spillway 01 LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATERVALVE WM WATER METER FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALL PACK --- 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. h '- E- F] F P. rn M � Inl q 0 U 0 U E z 0 z 0 0 V 0 V M U Engineered New Level Spreader (Refer to WPO plans) x d Z 50 x 50' Co Spa Q ~ � Z o p ene ce Ix W W �D \V \ O Z W E� 7 �� E W E-- ° o E- w � w � SHEET NO. 0 20' 40' 60' C-201 SCALE: 1"=20' SHEET 5 of 25 3 �<i v it 11 I I II \ _ <f'[,\3�///III I II \ II I \ _� 17 ii ON L _---�q°° � I End of ACSA public\sewer 9 EX - o 20' 0 20' 40' 60' r u' x \ 1 / / / \ SCALE: I"=20' / �r- \ _ ° I - � I / \ � LEGEND DB DEED BOOK =-- PG PAGE j� FH FIRE HYDRANT WV WATER VALVE WM WATER METER FFE FINISHED FLOOR ELEVATION hV / ✓ / / /� / /� ' �� / \ 5 \ �90/ I I \ I UFE UPPER FINISHED FLOOR ELEVATION I BSL BUILDING SETBACK LINE 0 \ \ PSL PARKING SETBACK LINE ;� 1 I I Imo_ PP POWER POLE SCC STORMWATERCONVEYANCE CHANNEL / / I I \ WP WALL PACK RetnWal(// --Nw irn n rn mrnenmc r ",rtme nc nicmrron nwrnc WM WATER METER Outlet a / / / / i I Ir-\ S / / / / / I I GV GATE VALVE 4 I I / - - - - - \ ®PRESERVED SLOPES PER GIS / / °, ' / // / / / / / / / _ / / / / \//��./ I , 1 1 \ o o ° MANAGED SLOPES PER GIS EXISTING TREES TO BE REMOVED /a a \ i i � � VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT BW9 GRADING PLAN NOTES: - - 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. /\F - - - - - - - New etaining Wall D I 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW To STORM INLETS. /Guardrail 15 / I 1 I 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE I I I \ o I I I I Max Height-5' �s Ill SCREENED FROM PUBLIC VIEW. lI I 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES LESS THAN 2%. -� I 1 I 2-STORY _ 1 I I 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED z I \ I I 3,000 SF/FLTW90.0 1 /-0 11 I FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' 6,000SFABOVE THE 100 -YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY 2.0BW88. TW92. BW89:5 FFE=394.0 EX-0 APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA.88 0 TW03.5 BW95.0 I I III a \\ \ \ \ 0 I I 1 I I I I I I I I II 1 I I I I I I II II P93.4 I \ 40X24S Existing Industrial Building / Existin1 1 II 1�STOY o Asphalt S FFE=393.5p ❑ MI I T\W04.5 Parking r k i n g BWOo.5 1 I 1 1 I I I I I I I \ \ P93.1 P93.3 II I I P89. u---- iI-I I i TWO.5 60o\`-\ P92.BW8New Retaining Wall F w/HandrailMI �\\\ P�9.8 Max Height=8.5' I II I I I A\8H II \ \ P92. \I II 11 \I 11 I II II I 911 1°WM TWO1.8 \ A TC95.8 BW95.8 TC03.1 P8 16 \ I \ \ / \ EX CONC �. 9.4 ,•� I I \ \ \ \ \ \ - RETAINING WALL--------------\-------------- I I TW=403.1 \ C4 .2 \\ I lL _--_ - TW89.5 I \ \ I I I I I \ 1 \ \ 1 \ \ \ L7,H94.0 / 400 BW89.5 I I I I I a \ \ \ \ 2-STORY 11,232 SF/FL 22,460 SF \ I / I W81J. \ I GFE=388.00 \ \ I I I W$ r \ \ \ \ ` FFE=398.00 \ \ I / TWOO.O TWOO. BW9\7.5 BW I 1 I I I P�7.1 \ \ \ \� \ / \ \ I I I I I ew Retaining Wall C I 14 �87.2 A0O , o z \ w/Handrail I I \ \ \ \ \ \ P , ''-¢00- - - - - - _ w \ \ I I Max Height=15` \ \ \ \\ �\ \ \ // '------------ \ TW98.5 0 \ \ TW 4.5 P851.3 „I T /P85.�3g6 `\ \� �\ \ \ /-------- �lG �4.5 II -4-00 BW9.0 \q Twai.o I �I \ \ \ \ \\ - - _ _ _ - �p \ \ �� y \ z TW 6 0 o P93.4 P93.7 BWT \ a \ \ �\ ca Leo -- // - -- -��\ -- - - - - - - - - - - - - - - - - - - - - \�� rUa z z 13 IFIDPE I TC/f84.0 \ \ a'' \ / \ w 0 \ \ TW94.0 q 93 G BW92.8 �OTW97.0\ T_W94.0 /390 BW90.0 \-------- - z z I I I I 1°/ I I II II I II I I \ \ \\ \ '\' ' ./ �\a ° � s: a%, dJ.y._ ..s.' n 3gG•✓- --^�j._ ` `,'`\�`�'y ��V / /- �/ � \ \ \�� \ U U o ew Retaining Wall G 92.8 1v Handrail & 1.5' Gutter / I I I \ �� `\ \ \ \ �\\ `�_ --\ _��-' a '-�-� \ a ` - BW90� \MaxHeic�t=T- - O 1 STORY \ ` \ ` _-/ /' 0.0 \ �� - _�� m \ \ 3JST0RYr / - / _ _ _ _ _ I n I \ c I i \ \ 6.1T0 Sr\ \\ \ \\ \ TG`80.8 V - / - -a / \I 17 T 91:5 �- TW92 5 - _ _ - - o i \ \ G1' 374'00 / 1 41, SF/FLi a ' \ - / - �\ Q _ - _ _ <1 m \ z I \ \ FFE�385.00\ \ \ \ \ / 41,925 S� / - /TtN90. L \ BW90'l - - - - - / TW8 .7 J6 _-BW87, \ \ - - - - - - _ _ Io I \N I \ ---� \ \ \ \ O \ TC80.5 \_�-1 -// / 394.00 / / 3.0 \ 39 BW 7�� W86.5 - �� -- _-- co / TW90.5 ` �j _ W U2 \ / LFE=371.00 / - - / / New Retaining Wall N' \ \8W87._W85. �� - - �- - - 39' �-1 3 - _ - L \ / / / / / / .w/Guardrail- / Max Height-7.5vv ' \ _ New Retaining Wall M �0 \ 8 W- '.i -'� �- -- --�\ ---� � CJ /Max Height=2.5' \2- 2--STORY " .. �' - a W Z TC% - - - - J / / / / 17 3/ \ \ \ 1,7�0 S� \ ' TC85.5 - - TC 82r2rs _ - a a a / / / O Q Q 31B \ l \ / � / _ W70.7 0 3�? \ \ \(3,500 SF)\ \\F 3710 New CG 6 Channel --// TG4'40 / 15 T 7 \ - 2-STORY 8 „ 16 c^ �p .F , a WDRL/ / / B LLE M \ �� \ \ \ �� \(4,250 SIF\ \ S E' E" fFt--R4.00 \ w F lYa t e �\ V ` \ .. 8b0, \ 1 2-STORY o2,640 SF/FL w \ / Weir Walls � \ \ \ \ �. / -' �_ \ a _ \ (5,280 SF) TC79.2 \ \ New etaining Wal \ \ / / / (Refer to 8/C, 306) / -'. \ 6v.\ \ \ \ w/Handrail FFE=377.20 SHEET N0. \ \ \ \ \ ax Height=11 \ \ grSTORY / / / / P4a.0 / / �� - A �'" - _ _ UFE=387.20 TW80.5 I \ . . ..,:... „ �-.:.. ' _ _ - BW78.D� C-202 REFER TO SHEET C-203F SHEET 6 of 25 REFER TO SHEET C-202 / \ 2,125 SF FL >. \ \ \ 15" HDPE / / / jE MUD \ \ \ \(4,250 SF) FFE=374.00 J z z \ ". •° \ t. \ 2-STORY � � .= � . Vat@ � \ ° ° \, UFE=388:00� \ \ � 1 � � o � r� Weir Walls /. \ \ t \ \(5,280 SF) 0 O \ \ \ \ /_ \ \ \ FFE 377.20 TC79.2 \ New etaining Wall \ \ \ \ \ (Refer to 8/C-306) / / s\ \ - \��\ uLQ \ \ \ \ \ w/Handrail - UFE=387.20 \ / / \ �!, (�I O Q \ \ \ Max Height=ll' \ c0 - \ \ / / / P4,7".0� ; - - - - TW80.5 �F co \ \ \ STORY \ / \ '.° - - \ - BW78.0 \/ /P44.0 / / / / \ �e.� \ \� o 4,516 Sf/FL / / / P7 3 \ \\� .. >• o O \ \ o \ \ 6. \ / 2-STOP \ \ - \ \ \ \ \ \ \ 0 \ \ \(9,032 SF)- , - - / / / / / \ _ c� x \ \ \ \ \ \ \ \ \ \ Fq=�48.0 - - / 5P y / / / / 4,070 SF/FL _ UFE=368:0� _ - - / / / \ (8,140 SF) \ \ \ \ _ \ 1$ ` r - - - - 1 „WM \ m wo on 3 Q4 \3j - / / j�° FFE=351.8 ---- \ �`� 0f -�\ �I \ P7 .8 * o d F \ \ \ \ \ \ \ \ \ \ \ \\ New Retaining Wall A TIC 6.1 TC47.2 / / , / \ \ -2-STORY ` - - - - - - o W p \ / / ,19FE=370.5 � \ � 76_9 \ \ l \ \ \ \ \ \ \\ \ 9 w / / / \ 72. z d 48.0 / , / / ----\\ 38748SF P7 7 _ 0 ----- � A W G \ \ /✓ : ,.• � FFE=354.50 . r' > -• ,.. � C 8/8 � ° \ \ UFE=�2.50 -35 � C 5.65 � -- iit„W / �\ \\\ � �' ' \ - _ - -- C.� P 9.9 \ -O - - 2-STORY \ \ \ „wM T / 2 / / / / ° - r - - - 3,725 SF FL G / / 49�8 / \ \ \ - (7,450 F) \ \ a Z C54. 5 ----------- �E=356.0 \\ \ \ _--- .0 T=375.0 \ \ \ 37p-- - ^f1, o TW70.0 `7���0 <o �� a \ FQRD I - 5 . - \ \ , _ \ \ \ \ \ -o Bw70.o H O •. 1 . \ �66 \ \ \ \fix - / New Retaining Wall H o _ _ 'ULD C P54 RD S R o \ \ \ \ - - w/Guardrail w F W _ { _ _ _ULD�ULD --- \ - I�t'IVatAr' \\ \\ \\\ -_- _--- Max Height=6' �CIE TW61.o\ - W� _ __ FX (i� \�+ - \ \ \ ` - � / ' - _ � / - - - � - �I> 1 2-STORY `.` _ � 1„ \ �Y�'\ \ g,W61.0 D = - - - - moo\\ 0 28� \ \\ \\ 0� ' - 4Q- _---_ - --1(2,8-SF/FL 3S\0 ��D \ \ \ -- (2.= 36. 0 BW60.0 \ BW56.0 \ \ --- a �J Z --_------- - \ FIFE 360.00 B�i50� \ \\ \ \\ \ W 040 \ \ \ \ - _ - - \ \ - _ -P4 r3� - 2-STORY- - - - - _ - \ - �Ff �i40.0` \ \ \ \ ew Retaining Wall l- \ ew Retaining Wall L 7,451 SF/FL TWA - 0 � y TW5� w/Handrail \ \ w Guardrail - _ _ - - - BW40.0 - _ - - GE \ l•W ax Hei ht=10'- @e / (14,902 SF} - �N 9 ----- nah Max Height=7' LFE=326.50 - - - - TW 0. - RtP kor Sq 1 - _ BW40.Q- Spike k 1 � ,, I 1/1 --- -- -- ------ - -- _ FFE=349.35 �33 �� -_--------UFE=359.35------ TW40.0 - `\ \ \\ \ \ \ -_- �Q \BW40.0 BW34.0 yl TW40.0 TW40.0 j/ BW34.0 NewRetaining Wall J \\\ \�\\\ \ \0 \ \\\\ \\ \ \\\� ///I�1% �OULD - _ - � �� -W/Handrail ORES ® -� - _ - -- -- - - - - - Max Height=7' / � - A \ \\ \ \\ \\ Z / \ FeNeEatN \ / A , - - - °p, 32� ,04 - - - - 30" Cloy (R WSA 80 New Retaining Wall V 2 w/Handrail / _ _-- \ F __ 32 Max Height=8' 32� - _ MC/, \ �l �0 �M \ ' - I I - n, C/ q 2 l l l III / \ l STORM WATE1� // ���,� 6 p / \ / \ \ ♦ I - _ MANAGEMENT gASIN SWMj/ /\ 21Oi - --\ 3p..c \ \,� ♦ \ \ I �I \ i Outlet Structure- / (Refer to ) Emergency Spillway / / / � \ \\ \ ,\ \ •` AV it 21.0 UL LD \ / ----- - W � � U V� A V / \ \ COO --- - \ yr \ , \\ \� TRI�T \\ \/ o w V \ \ \ \\ , New Engineered \ \ / I / / / / 777U Level Spreader � / Ions) \ / // / / • - ✓ i I (Refer to WPO P z - - - - - - - - \\ LE402 / I - Conserved / / / / / / / / \ / Z a / \V Open Space � \ \ \ \ \ \ / a / LEGEND DB DEED BOOK I \ \ \ \ \ \ \ / PG PAGE \ \ \ \ / / / FH FIRE HYDRANT \ \ \ \ / / / / / / / / / / / O / / Z Q Z GRADING PLAN NOTES:WV \ \ / / / / / O f / C7 WM WATER METER 9 / / / //// / / FFE FINISHED FLOOR ELEVATION 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. o o \ \ ! / UFE UPPER FINISHED FLOOR ELEVATION 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW \ \ \ _ / / / / / / E, W BSL BUILDING SETBACK LINE / /� / / / F -� a TO STORM INLETS. \ - \ / / � � / / W a PSL PARKING SETBACK LINE \\1 \ / / / / E.. E, 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE E� PP POWER POLE o \ \ \ ` / I SCREENED FROM PUBLIC VIEW. PRESERVED SLOPES PER GIS r SCC STORMWATER CONVEYANCE CHANNEL 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES r - \ / / / o W WP WALL PACK o a / LESS THAN 2%. MANAGED SLOPES PER GIS o� ` - - - -�\ / / / a rxn --- ULD--- ULTIMATE LIMITS OF DISTURBANCE rn 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED --- TP ---- TREE PROTECTION FENCING + EXISTING TREES TO BE REMOVED m /\\ \\\\ //�/i \\ / SHEET NO. / FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT 71 ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY FH FIRE HYDRANT VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 20' 0 20' 40' 60' \ \ / \ �// \ \ C-203 APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. WM WATER METER / _ \\ \ / / GV GATE VALVE / \\ /\ \ \ / / / \ \\ / / / SCALE: 1 "=20' SHEET 7 of 25 o� - - - _ - - - - - - - - - - - - - - - - - - - - —I - -a-- cn Broadw Rd-1-4 i v / ° \ \ 1 / \ \ \ ��JII\\ _ _ — j — _ '\T —1— — —--�9°=� vd� I public\sewer a / \ d End of 20 0 20' 40' 60' -- - - - \ \ SCALE: 1"=20' EX - \ 1 - \ - LEGEND II \ \ o / �9 O I ry r ur T — ' DB DEED BOOK / / I I 9� " I o --- — — — r ' /T -- / \ PG PAGE FH FIRE o U �./ f — +�G \ X \ 11 ^ \ WV WATER VALVE 1 \ 1 ' ' ' \ \ W FINISHED FLM WATER OOR ELEVATION uL \ 1 \ /' UFE UPPER FINISHED FLOOR ELEVATION / ' %' /' ' / __ \ y / / / BSL BUILDING SETBACK LINE / � PSL PARKING SETBACK LINE 3 / / / / / / _ —�— �\ 4II \ \ / —I --- PP POWER POLE /� / - - _ a \ �i I I \ i� VIP WALLSCC P ACK R CONVEYANCE CHANNEL ULD--- ULTIMATE LIMITS OF DISTURBANCE _ C ' --- TP ---- TREE PROTECTION FENCING h _ / tea'- \ \ \ \ �9 II \ � --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT I I FH FIRE HYDRANT // /� // / T I\� \` - — / / ao �/ /— — — — — — — , , ` _ _ — \ \� WM G WATERMETER / S E � / q., � GV GATE VALVE / - A SAY E) I' ,— \ l i — / / / I 9°s qp5 / I I RQ D� VAT -'` / ew Retaining Wall E �� / \ \ / ®PRESERVED SLOPES PER GIS ( �I _ f '/ / / i ' /� i / i --w/Handrail / 9°°-9° _ I Ii / / it I� \ -, / / { / / /Max Height=22' /� / / - _ - / I VI -EX MH-3 \ v v v MANAGED SLOPES PER GIS /� EXISTING TREES TO BE REMOVED / / / /' '0utl t S r9to j / / / / JI I �� \ VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT Aq 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 I I I \ \ ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, fX W % / / ' /'/ / // /' / / / / / ' \ / _ _ _ CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE I ~ j \ RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. Q / / / / / / / / / - I I 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN / / / / / / / / / / / / 1 \ 1 ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. �� / / / / / / / / / / / r / / / \ �I f I 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND I MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL New �etaining Wall / 1 A I BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA /Guardrail 15 1`t '\ I i I I ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE I Max Hei ht=5' / 91 MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA I A 2-STORY \ L STAFF, FOR A SMOOTH TRANSITION FLOW. pP \ I I I \ I I r �� 1 3,QOO�F/FL -�_ 1400 I I 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE �1 1 m 1 1 I I I I 1 I I 6,000 SF - I I TO THE SATISFACTION OF RWSA. FFE=394.0 EX 23 I I j I 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END y a= 116 I I 1 1 I I I I I 1 I I I I // / I I j VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE r FLOWS. CD 0� I Sod 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD \ 1 1 I I I I I 113 I I I I I o I I v \ I 4024s N. Existing Industrial Building I I 7. ONE LANE OFDMOORESAT SCREEK OLANE LE SSHALL OREMAIN OPEN AT ALL 1�STORY II I I I I \ I I k _� Existing II li II TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR 1 1 \ I I I 5,SOO S I I I I I I Asphalt SHALL COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN a V o I 11 1 1 1 1 I I FFE�393.5p I I I I I I\ WM I\ Parking I I ADVANCE OF THE WORK. I I 1 1 1 1 I 1 I I I I I �� \ 1 ----__ _= I L----� -� 22.5° BEND 45° BEND. \ \ \+ I I I I I I 1 �� \ \\ 45' BEND / I 8" DI Water ^� I I t o a I I I I A I � I New Retaining Wall F l 1°WM \. \\\ I F r-, 1 \w/Handrail I 1 \ \ 1 1 I \ \ \ \ \ Max Height=8.5' II I 1 \ \ \ 1 1 1 I I I I 1 v9 I \ I l FH 1 \ \\ kp0 I 0q R I I 1„WM EX CONC � \ RW 4103.1 WALL -------------- \ \--------- I -- I 1 I I I I I I \ \ \ I \ II A I I I I VA� 6' PVC V A\ \\\VA A 4n�� \ ILL 400 I \ \ \ \ 2-STORK ` _ 1 \\ \ _ ,, \ \ EX 22 I \ \ \ \ \ \ \ 11,232 SF/FL \ 1 I I I I I II \ \ \ \ 22,460 SF \ \ 1 I a I \ GFE=388.00 FFE=398.00 \ \ o \ I \ w \ \NiA d Q5 N �� 2 — M ��J > � J o z o cl �044 F � 0 POLO` o � � O C\2 o x En x � c Ul 4 z z 6 x O Q z Q z Q Q � x W Q U Z �Z O 0 -ago E-NC\2 OU Z I U. :� I� P-4 I Ada W t. �0 W�x W �U W � .4 Z Wn Z W i - - I I I I I ew etaining Wall C 1 114 \ \ \ \ \ \ \ \ \ u z \ w/Handrail \ \ I \ \ _ _ — Existing Indu w I I I Max Height=15' \ \ \ \\ \\\\ /> \ .'AflO _----------- oo LL-Y \ building 6 o .394 \ O 02 --- - Z \\ o --4eo— w \\ o a \ w w TD- s X6 TEE II I I I I I I I \ \ \ ° \i \ ./.° .,1\.'•°a.: a °:' .�. °a °a' a/°`'J-y a °—/�°.. 5.° a39Q'�'_a >°' •° aJ •: � i '.aT ''�� '.. a. :\'a \__ — — \ it I \ \ \ \ \ ° I �• ° ! /--�-,./- - _` � � ^��D-_. - ✓ -/� � \ -X� z .� � a cn I I \ \ \ \ \ \ \ \ \ �390— / �- - - \ \ \ F ' r ,.., o -. / / \ ew RetainingWall G \ \ \ \ I\ \ \ / \ - - X / ^ - - - - 'w/Handrail & 1.5' Gutter \_ 1 o I z I I \ \ \\ _ \ \ \ \ \ \ \ I \ \ \ \ \ - - / / /� - a - / a / / - \ \\>�_ - \ Max Height=T - �O / III I 1 c I \ \ \ \ \ \ \ \ \\ \\ /' a /' \ -� 39 _ I \ \\\ \ _ — — — — - 1�STORY� \ \ \ \" \ \ `-_-/ /'' - � __--/ a = 1 �--_- _ x 6,110,SF \ \ \' \ \` / 3=ST0R / a �b /� \\ \\ _ \\ - ---- -- E-' \ o I I \ \ G1=374385b0 \ \ \ \ \ \ \ / ( (J ' 3,975 SF/FL I m \ z I \ \ FFE�.00 \ \ \ \ I \ \�/-1--__ / /394.00 m I I I Ic \N I \ 1 \ \ \ \ °0 \ I \ I '-/ GFE=381.00 \ / / LFE=371.06 / - - / / New Retaining hall N 39 Q - \ \ \ 380---� l\ / / / / / ,w/Guardrail n I I \ � \\ \ \ \\ \ \ \ \\ // MxHeiight=7.5' _\ _ \\off. \ ----- --- > it I of \ \ \ \ - \\\\I o\I \ \ \ / / / / / _ J / New Retaining Wall M -uu \ \ - „W - - - -�- - - - - a E- \� \ / Max Height=2.5' \ \ o �- - a a - - -� - - - Q � \2-STORY - a a O - \ \ \ \ I - - - - - 3� \ \ 1.�0 SF/FL \ _ _ - - _ - _ a / / ' Z O E-� F 37l 5Q \ \ \ \ \ New CG-6 Channel \ 2-STORY\ \\\ 380 E- W E' \ • - - - - t - / 16 / / - - a \ 2,125 SF/FL\ p _ \ 15" HDPE / / / BE11 \ \ \ _ \ \ \ \ 4 250 SF \ "�� w - F" ,. a / �n MDAT \ (, ) \ � .... „ 22.5' B ND w / \ \ \ \ \ \ \ \ \ \ 9 •..: . , ° \ \ \ a°'. •J.. �° /° r /. ° :../ a .. • - - t� 1D a - 88.00� \ 1 O 2-STORY xIF P u� 0 2 640 SF FL '1, / \ \ / SHEET NO. Weir Walls ° \ \ _ �'. `� \ \ (5,280 SF) (Refer to 8/C-306) / ° ' a \ \ \ \ FFE=377.20 \ \ \ \ w/Handrail \ _ \ \ \ \ / / / / /' \ _ _ - _ _ ax Heiaht=ll' \ \ \ \ \ , / i / i / /' / .•^,�. - \� ° �.,. - .. - - _ �. FE=387.20 C 2 0 4 U --- .. 45` -BEND_ REFER TO SHEET C- 205 SHEET 8 of 25 REFER TO SHEET C- 204 G N'A �` - - - - / 17 3� \SF/FL \ - - - ' 7777-L/ _ ' �a \ - \ \ \- - 0 � `�d n \ - \ \ \ 378 \ ` -� _ _ New CG-6 Channel / 6 / / - - -- \ \ �3 .OD \ 38 \\ \ --�J L� 2-STORY \ r^ 380 / #4 0 0 P 2125 SF/FL \ \ 15" HDPE i / / / BELLE \ \ \ - _ \ \ �(4250 SF) \ \ \ y0 rn \ \ \ \ \ \ \ \ \ _ \ jFFE=-374.00 \ \ \ \ \ \ \\ \ \\ `°` • HDPE \ate, \ \ �.. \ 10 0 .. < : ��1P � �= 88�70� \ O 2-STORY � � `. \ \ _ \ _ _ \ . \ \ 2,640 SF/FL o o\ x \ i Weir Walls \ \ \ \ New etaining Wo I \ \ \ \ i (Refer to 8/C, 306) i .-. _ \ \ \ \ m as w/Handrail \ _ _ - - _ FE=3 .2 E- .. \ FFE=377.20 - \ \ \ Max Height=11' \ \ - _ _ \\ \ \ \ \ \ / / / // / i ,..\. _ _ -\ \ �.,.. - - - UFE=387.20 .. 4 ¢ F 4�STORY / � \ \ �. 45'-BfN� a w \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 4.516 SF/FL \ / / :'-J / / / / / / 8 - - _ - z E- A w w A \(9,032 SF) _ / / / / / 2-STOR \ \ .: _ _� o _- _ \ _ r Q�G w C \\ \ \ \\ \\ \\ \ \\ \ \ \ / // 40T0SFFL \\ \� \. \... \ \_- _ �� 5 7+00 a 0 L (8,140 SF) - - \ _. - _ \- _ - _ 1„ \ q oo FFE=351.A -- \ ��___ �� x _ _ \ W A=370.5 \ \ — -- A — -- — q New Retaining Wall A / / / \ \ \ -2-STORY— \ 3,87� SF/FL — a — !� � � � _�' � _ 74 _Z W. \FFE7354.50 ---- — \i—-- ° \\ \\ \ \ \ \ \\ •�, —---�"A� — � �/ / , --� \ \ UFE=372.50 65 IT, • X6 TE / - \ ----- 2-STORYZcvoo / i _ _ ., a - - --372�SF%FL i 8"pV� \ \\ - (7.450SF) \\/Wa �� _ 4 FT� III \\ \ \ \ .a / ••'; \ __` \ —__ — --- , / /-- �, =/ �, _ �• _� _ '--------- U�56.0- \\ \370 \ \`_ =---- H 79 \ U P D��O Ek / �S'y\ \ \ \ \ o- - . _ _ - - - O C i - - �,. H PE - _ - \ —� Qj� g ,. \ \ \ / \ ` X\R� New Retaining Wall H w c� 4 D1 45 BEND D w/GuardrailCj Z Max Height=6' t ' 2-STORY— FX 0` — _ _ ' — — 1` 0 40— _------- —�_—_ --—1,408_SF/FL (2,816S'r h \ _ _ — — — — — — ——J — FFE 360.00 \ \ \ \ \ \ / G ohp— • _ _ - --- 2-STORY--------- -� _ \ \ \ \ \ F p \ / _ -BFE �i40.0\ \ \ ew Retaining Wall I \ \ \- T \ w Handrail \ o no 8' - / -New Retaining Wall L \ \ ax Hei ht=10' \ _ W of '� �' \— � � _ - - _ - g 7,451 SF/FL _ _ _ � � \ / ote M tO ki WgTe - - - - w/Guardrail - - - - - - - - --04902-SF� - - _ F GE \ g \ - - (see U -t ' - R qC 1 \� _ _ - - - - - - - Max Height=7' LFE=326.50 _ on MIStility IvS� - _ - - - FFE=349.35 �heet) tesk�`\ pp off\ _ /------- _------ UFE=359.3� p C.0 �yl \ New Retaining Wall J \'Vo - --_ - - - - - - �� -w/Handrail -\ \ ) �P1E C ----- _ - _ ® —� - _ - - - - - _ Max Height=7' > _ .REEK ---------- —� � � 77 \\ 8 y _ ' %'RIvA7, LANE /------------------- — _ \ I =------- pP-------- \ l --------- 'c7----------------- 30" Clay (RWSFl \ i \ 4� New Retaining all / 1 / - - w/Handrail _- / / \ / ♦ - - - 322 Max Height=8' - - 32? MC/ \ \ .26 \ 5N) / / / II STORM WATE / ��� _ \ \ /' \ \ \ ♦ / I1 I - - - - - - \ MANAGEMENT SIN � � SwM� / ��— --"� ,�o,• \ ,�\ ♦ \ \ i � ill 1 - �v �v Outlet Structure (Refer to ) Emergency wa cY / \ \ / / _ — /-�-- -- ---- - - Spillway / 0 0 / / \ / I I / / \ / \ � F q01 \ f F El E— TR=T/00 z New Engineered \ V A\ \\ I 17 //, / i / / I reader / I Level Sp I \ \ �\O I /i / / f =i i a'I / / (Refer to WPO Plans) \ \ \ ! UTILITY NOTES: _ - - - - - - - - - - - - - - II (Ref \ \ \ \ \ \ / I / 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE \ / ` - - ��� \ \ \ ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, W U1 / CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. Q Q / LF402 `7 \ \ ' / / 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN Z ~ -50= \ \ \ \ \ ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. W p Conserved / / 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND / LEGEND Open Space \ \ \ \ \ \ \ \ / / MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE W G DB DEED BOOK \ \ \ \ �\ / CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL a 9• i PG PAGE \ \ \ \ \ \ \ \ f' / BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA O Z a FH FIRE HYDRANT \ \ \ \/ / / ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE E� o% i WV WATER VALVE \ \ \ \ \ / / / / MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE Z � �\ WM WATERMETER \ DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR FFE FINISHED FLOOR ELEVATION \\ \ \ \ \ \ \ \ \ / / INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA w x UFE UPPER FINISHED FLOOR ELEVATION \ / STAFF, FOR A SMOOTH TRANSITION FLOW. E a o �� BSL BUILDING SETBACK LINE \ \ \ \ \ \ // 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE F o PSL PARKING SETBACK LINE `" \ \ \ \ \ / / �' TO THE SATISFACTION OF RWSA. E, W F f° PP POWER POLE \ \ / / / / / 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END U r~ / SCC STORMWATER CONVEYANCE CHANNEL PRESERVED SLOPES PER GIS \ \\ \ \ �/ / // VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE o w WP WALL PACK \ / / FLOWS. x --- ULD--- ULTIMATE LIMITS OF DISTURBANCE ° ° ° MANAGED SLOPES PER \\ \ \ _ �� A ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN gn 20' 0 20' 40' 60' --- TP---- TREE PROTECTION FENCING EXISTING TREES TO BE REMOVED \ \ \ - / THE FIELD AND AT RWSA'S SOLE DISCRETION. SHEET NO. --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT + + \ - _ _ \ �' / 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL FH FIRE HYDRANT \ \ / TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR SCALD: 1"=20' WM WATER METERC�205 VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT \ \ \ �` / SHALL COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN \ GV GATE VALVE _ \ _ _ _ I\, � \ / � j / ADVANCE OF THE WORK. SHEET 9 of 25 Ili i I I I \ I!.I \ ----- _------------ I LANDSCAPE PLAN LEGEND: A BroadwyRd-1-4 End of ACSA public\sewer \ AS - ACER SACCHARUM = ¢ o \ / ago 9Jg- I I \ \ QP - QUERCUS PALUSTRIS \ \ do Qj LT - LIRIODENDRON TULIPIFERA 600 P� a / vJ I I ( - _ - _ \ \ \ \ _ ® IC - ILEX CORNUTACQ o _ — Eire _—_ — ' — — — — O + T - �' _ _l - - o x P°�� 1 -""'"" --- —;, ,TAUT //— LANDSCAPE NOTES: a r , h I __--_ - urn 1 m // / \ d F 1a�a ( _ _ �uT _ \ x 1\\ // i / / ^ \ \ \ 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS o Gj �j p v X / \ TREES. z ¢ na na w It41 I \ ,' /�\ T - --- �- I / 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE q q q �i!I _ \ \� \ al < \ \ / /, MUST BE SCREENED FROM PUBLIC VIEW. o z \� I / i' 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS x U PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE q w w � GROUND COVER (NOT GRASS). q 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. z 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION \B / /� /�� / 9° \ BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED rr I _- 7 �� /� / / /�/ / / - - / -\ \ 1\ I III WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLYWITHTHE FINAL SITE I REE i / '\I/9°° PLAN APPROVED LANDSCAPE PLAN. o0 4'jAY 5� '� �/ 111 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' p � o RQ AD V ATE \ ' / ° ��' / / ew Retaining Wald / j / °°° 9°° \ \ I� SPACING AND 30'-40' HEIGHT. a * E , 1 $ (�I ` o� /w/Handrail / / g°°�9 _ - - _ \ I li / / I \ 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (ponicum rigidulum) Z o 0 Max Height=22' ' / V-EX MH-3 \ AND WILD HYDRANGEA(hydrangea arborescens PLANTED 6' ON CENTER. - --. � I I I )may Outlet Struc (Refer to Slope greater than 3:1 _-------'� See Landscape Note 8 I \ fYca�iScop WI X C7wE•o W C) U J_J ------ III Canopy Grand Total 3,452 a� LANDSCAPE CALCULATIONS w l / „ / / / / / / / / / // / / / r / / / / \_ / I \\ �I I 1 INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF F- - - - - - - New etaining Wall / q � - TREE CANOPY PROVIDED: /Guardrail15 O / / I ' EXISTING TREE CANOPY "A" = 221,120 SF (SEE DETAIL 10/C-306) ( I I I I Max Height=5' I I It ( \ C)I I I I \ EXISTING TREE CANOPY 'A" CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT ( I \ °°' 5'-15' SPACING AND 30'-40' HEIGHT. U U D L 38A 2-STORY 3,000 SF/FL- EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF I I I I I I I I 1 I I I 6,000SF-----_� I I 1 FFE=394.0 EX 2 / I i PROPOSED CANOPY = 3,452 SF / I I TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK \ �02 4Existing Industrial Building -- I lIi I PARKING LOT TREE REQUIREMENTS \ \ \ I 1 II I I II I I 5,$00 SF I ( I I \ I I \ - \\ Asphalt I I I 1 TREE PER 10 SPACES \ \ ( I I I I \ ( I I I I I I F-393.5a I I I I \ I =ParkIng 95 SPACES PROVIDED WM I i I TREES REQUIRED = 95 / 10 = 9.5 \ I I I I I I I I I I I I I I 3g 1 \ \ TREES PROVIDED = 10 OK —_______ __—� / l `----� —; LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: PROPOSED PARKING AREA: 61,255 SF New Retaining Wall F / I I 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF \ I 1 \ I \ (\ \\ \ \ 1 I I I I I \\\\\ I \ 1 FI _ 1 PLANTING AREA PROVIDED:40w/Handrail eight=8.5' 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK STREET TREES: R - - ) I I TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO I \ \ \ I fit I / I i PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW I 1"WM \ - r \ STREET TREES WHERE POSSIBLE. ( ( I I I I I I oQ \ \ \ \ \ \ EX CONC I Plantin 9 \ I Area H \ \ \ \ \ RETAINING WALL 747 SF TW=403.1 \ LEGEND _ _- \ \ PRESERVED SLOPES PER GIS DB DEED BOOK CP PG PAGE PVC MANAGED SLOPES PER GIS FH IRE IIYDRAN"I' 2-STOR'I — 1 EX 22 WV WATER VALVE I I I I I \ 11,232 SF L \ \ \ — / \. + + EXISTING TREES TO BE REMOVED WM WATER METER I ( I I I I \ \ \ \ 22,460 SF \ \ I FFE FINISHED FLOOR ELEVATION \ \ OPEN SPACE EASEMENT UFE UPPER FINISHED FLOOR ELEVATION GFE=388.00 \ I I VARIABLE WIDTH FOREST AND BSL BUILDING SETBACK LINE FFE=398.00 \ \ 1 7 / \ PSL PARKING SETBACK LINE \ I \ \ \ \ \ \ \ \ ) \ \ \ PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL 1 I ( \ \ \ \ \ \ \ \ �/ \ - - - - / \ WP WALL PACK I I ew hetaining all C I 7 _4 \\ \ \ Planting \ \ \ a Z \ --- ULD--- ULTIMATE LIMITS OF DISTURBANCE \ _ ' — _ J O w --- TP ---- TREE PROTECTION FENCING w/Handrail I \ Area G \ \ \ -0p— - O ( I Max Height=15' a \ 200 S\ \ \ / \\ /, `A --- D--- OVERLAY DISTRICT \\ � FHO FLOOD HAZARD O 1 I I I \ _Plantng \ \ /' \-----------D2 ----�� \\ FH FIRE HYDRANT \ \ \ / 394 — — — WM WATER METER \ I I I \ Area I \ \ \ - - - \ \ \ \ I F \ \ \ \ \ \I \ I I \\ \ 38 I \ \ \ \ - - - \ GV GATE VALVE A o \ \ \ \ \ � J .yam ( I I U ( y \ \ \ \ \ \ \ / / \ \ \ \ \ 20' 0 20' 40' 60' E. I - \ \ G� O - - \ SCALE: "=20' S \` — — \ �O /� \\ o -o H I II \ I I I I I I \ \ \U ` / • �\ d. ' p ,. ! d%J—.jd39U—Ai o 0 384 \ \ / �/' _ --- � _� Area F ,,465 SF - - \ ew Retaining WallG �` \ \ - - - �- / / - - / I 'w/Handrail & 1.5' Gutter � \ \ _ _ Co U Max Height-7 / I -STORY - - - \ \ \ 1tO,SF\T0RY / / 7 Slope greater tha 3:1 \ I - 975 SF FL - - - - - �f \ - -G1=374'00 \ \ \ \ \ \ / r 41 925 / a _ \ _ \ See Landscape Note = - i r T J h =� _\ \ - - - - __ /�/ / \ \ FFE�385.00\ � / / - r _ _ _ _ \ I \ _ 04 GFE=381.00 - - / New Retaining Wall N' \ 9 - - _ _ _ _ \ = 390 / O L / / LFE=371.00� J / / \ \ \ \ \ /^ate - - -� _ - -- �- �/ /'< 4 I \ \ \ / / / ,w/Guardrail = \ \ \ / \ \ - Max Height=7.5 _ \ _ - New Retaining Wall M 380 \ $ - „W'. - --- '� -' ---_ -- -- \ - - - 9 �\ f a aa� Max Height=2.5' \ \ �� a = / 17 3jo \ 3, \ \ 1,7�Os�/FL \ - 1 - - - a New CG4 Channel / /- \ 2-STORY\ \ \ \ 380 / Q U] -� \ \ \ 15" HDPE / / �LLE M \ \ - \ \ \ \ \(4,250 SF) \ \ \ \ .• s \ \ Z \FF4.o0 \ \ 1 w 9 j */ - - t� ljr 88.00, \ O 2-STORY \ \ \ \ \ \ �- . HDPE \at@ \ \ \ \ \ � \ 2,640 SF/FL \\ / / / \ \ \ (5,280 SF) E- L~ New etaining Wall \ \ / / Weir Walls / ) / ` FFE=377.20 a \ \ / Refer to 8 C-306 \ \w Handrail / / / - \ 'T A - c - - _ UFE=387.20 - ,' \ lantin � F W '� F. \ \ \ Max Height=l l' \ �6p \ \ STORY 4,516'-SF�FL \ / / / / / / / / /-(D \ \ o \ \ \ \ \ \ \ \ \ \ \ \ \ 2 �(9,032 SFY / / / / / 2-STOP \ _ _ _ \ — . / 4,070 SF/FL \ \ \ \ \a 6 SHEET N0. \ \ \ \ \ \ \ \ \ \ \ \ \ UFE=36U, y / / / / (8,140 SF) 1' \ Planting I I / / r Planting FFE=351.0C-206 REFER TO SHEET C- 207 SHEET 10 of 25 Key quantity Botanical name Common Name Planting Height Size / Cal. Canopy Total Canopy SHADE TREES AS 2 Ace rsaccharum Sugar Maple 11' 13/4" 195 390 QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 LT 6 Liriodendron tulipifera Tulip Poplar 12' 13/4" 387 2,322 Shrubs IC 1 25 Ilex Cornuta Chinese Holly 18" ht. min REFER TO SHEET C-206 c B2,125 SF/FLELLS FFY=774.00 -8i10,\\1 2-STORYHDPE \ a t e \ \ \\\2640SFFLWeir Walls \ \ - / :. \ , \ \ \ 5 280 SF III I \ \ \ \ \ \ \ New etaining Wall \ /- . \ - \ _ \ \ \ \ \ \ \ (Refer to 8/C-30fi) / d-. � \ � \ _ \ lantin � �- FFE=377.20 ,w/Handrail / / .. / / � ./... -<- 9 - _ \Max Height=ll' \ \ - \ \ \ STORY / / / / / D3� �.. - - _\ \ \ p \ _ 1 ea D rn °' UFE=387 20 III \ \ / / / / / z \ \ \ t�� / 2-STOP _ \ \ \ \ 2 \(9,032 SF}- \ / / / / / \ \ \ \ Q C F�E348.0 - - - / � : y" .. / / / / 4,07b SF/FL \ \ I \ .\ \ . . -.- �� \ _ _ \ \ \ a - 6 . <' m m Ix \ \ \ \ \ UFE=36"0 / / � (8,140 SF) \ \ \ \ - _ \ \ \ _ 1 "W \ d E- \ \3j�Planting / / Planting FFE=351.0 - - - - - \ \ \D~ \ \ \ - \ o Ga w \ > \ \ \ \ Area A / Area B \ _ _ _ E a m c \ \ \ \ \ \ \ \ \ / / UFE=370.5 \ _ — — _ y �� _ 4— _ _ — — — _ z A New Retaining Wall A —350 SF / / 525 SF / — — \ \ -2-STORY _ _ _ _ 1 — — — — m a c Max Height=2, a _ _ / / — — — \ \ \ 3,87� SF/FL <�_ \ \ \ —F_. I \ �l!i \ \\\ \ \\ \ \\ \\\\ \ \� `,� -.: R d = �/ ✓: / - \\ \\ \ \FFE 354.50 e.\ UFE--'72.50 lya Slope greater than 3:1 \See Landscape Note 8 366�— _ — III�� sC� \ \ \ \ \ \ \ 0 35 \ V ` — — — —, , 1'WM- -r, / ' \ \ \ "< \ \ \ e • ° \ �'�i \ — z - - 2-STORY 372JrSF/FL\ \ \ \ � \ � � --I (7,450SF) \\\ \ \ \ \ o liiji \ -\ \ \ •'�. - - - / - ----HE=_356.0 \ \ \ --- _---- �C\'o UFE-3 .0 \\ \\ 370 a F�� I. _ \------- - t 11rI t GAO �� \ F R \R I _ lanting - \ \ a _ \ \ \ \ \ \ \\ �0 — / O Z � > � M ep i III iX wV � 1 .. co p New RetainingWall H x ORD S 8 \ y 6 \ \ \ \ _ - �- - / w/Guardrail r H z Max Hei ht=6' C� o Slope greater than 3:1 g w See Landscape Note SOU Ij! ® ®F.�' y \ ✓ \ \ \ \ \ \ t ` ` ` _ — _ / tom? — — -'C — , /.e. -...1,. ... \ \ \ yy \ \ — — — — — — — / �W/ d' 2-STORY!— �I (p 2 \ \\ \\ 0� _� / — \ 0 40------- --_—3,4WSF/FL c \ _ — _ Planting —-A57SF-- _ � �� FFE=360.00 \��• \ _ _ / — — _ — UFE=-340.00 \ \ 36g / \ 4 04o \ \ —_—__ \ \ ---- — 2-STORY----_ \ \Y� \ ewRetaining Wall l\ \ \_— /flew Retaining Wall L 7,451 SF/FL — _ _ — — \ \ \ w/Handrail— (� w/Guardrail — — — — — — _ 4902-S _ — _ — GE \ \ ax Height=1IJ — RR nChmQl \°g �Q _ _ — — — — — — — Max Height=/ LFE=326.50F�— l/L — — — — — FFE=349.35 _ _ El(k l <\ — ---- ----- — --- UFE=35�q 35 yl Slope greater than 3:1 — \ \ See Landscape Note 8 \ \ \ \ — — — _ — — — New Retaining Wall J \ O --� ULD-1 — -W/Handrail oRE R __'------ - Max Height=T \ \ \ \ - � � SLD \ C - / �pRIV E ------U�D ---------- ----------------- --- 4 - - - 30" Clay �RWSA) �� _ \ \ \ \ \ \ _ / \ \ \� / C New Retaining all w/Handrail 322 Max Height=8' - - - 32� 314 �. na 2.6 37 `3j62 STORM WATERR�/_---- \ MANAGEMENTYASIN SWM-1 Outlet Structure - / (Refer to ) Emergency I Spillway I / / A_ X \ \\ / A- X \X \\\ / k X k k --X -- x LD �� X Al k\\k X� h- X k k /X ----- - k X- X-O l lk k k o X \ X / �X---- k - - - X _ _- k X OD X LANDSCAPE PLAN LEGEND: / //k '� X X X X X k / X X /� k k _ — \` \ \� � I k \ \� z AS - ACER SACCHARUM LANDSCAPE CALCULATIONS X�'klC� X \\\ \\ INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) X �I \ \\ \ \\X > X k \ \ �i - - - A � QP - QUERCUS PALUSTRIS :TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF k o 0 TREE CANOPY PROVIDED: X LT - LIRIODENDRON TULIPIFERA 'EXISTING TREE CANOPY "A" = 221,120 SF kl i - \ v Al \ \ \X l X X New Engineered \ h \ h s; / / k // / / /may / o 0 EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF / reader A- h ® IC - ILEX CORNUTA PROPOSED CANOPY = 3,452 SF k I I Level o Wp0 plans) k k k' o TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK X I (Refer U p LANDSCAPE NOTES: SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY W.- k V �i '- ' \X\ \ k k / Al / l / k / / 0 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS PARKING LOT TREE REQUIREMENTS k \\--�� \ \ X k\ \k k X k // / k O TREES. \ _ _ \ \ \\ k x 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE X - - k \ \ k \ X MUST BE SCREENED FROM PUBLIC VIEW. 1 TREE PER 10 SPACES 95 SPACES PROVIDED LE402 \ k \ \ \ k k / l X /X / / %� /% / X l / [� � 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS k �8= �0 k \ \ k \k k X k / / / / k Z TREES REQUIRED = 10 / 10 = 9.5 k - _ \ / X / k / PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE � TREES PROVIDED = 10 OK - � Conserved k \ \X \ \ k X / / X X / / / �% / X / / Q' GROUND COVER (NOT GRASS). X X Open Space k k \ k \X \ \/X/ X , Q a 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. X \ \ \ k X / / / / / �/ a k 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: X X k k \ \\ \ \\ \x\ / X / k k/ THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. k k X k \ \ k \ X k / / k k / A- /k/ / k k 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION PROPOSED PARKING AREA: 61,255 SF k k k X k x X k X \ \X \ X \k X k / W W BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF X k k X X k \ X \ \ X / X k / / /k/ X /r^ U1 p WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN, vJ W PLANTING AREA PROVIDED: k k k X k \ \ / k / J APPROVED LANDSCAPE PLAN. 350+525+262+154+157+465+200+747+557=3,417 SF > 3,063 SF OK k k k X k k X k X k \ k X\ \ k X k / X k/ k/ / k // / Q U k k k X X � k k \ k \ \ / /� / X / i/] 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' X k X k k k \ X X / X / / O !� SPACING AND 30'-40' HEIGHT. k X k k� k Al k X k X k\ \ \k \\ \; \ X k / / / // // X // Z STREET TREES: k X k k X k X k X X / /X /X / / B. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) k X k k X Al k k k \ k X \ \ / / / /� k TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO X k X k k X k k X k k k k A\ X / X k✓/ /k k E-� AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6' ON CENTER. PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW k k k k X X X k X X X X k X k \ k \ \ j /X / // LEG iTa x STREET TREES WHERE POSSIBLE. X X X k k k Al A- k X k X X X \ � � X/ k DB DEED BOOK / E- Q 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 Liriodendrontulipifera Tulip Poplar 12' 13/4" 387 2,322 SHRUBS IC 20 Ilex Cortuna Chinese Holly 18" min. 20 400 Canopy Grand Total 3,852 k X k k k X A- k k k \ k k X \ \k X k �% / X PG PAGE F r- a k k X A- k k k X k X k \ �� \ k k / X/ k W E" EXISTING CANOPY AREA CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT k k k X X k k X k X k k k k k k\ X k �X� / k /� // k FH FIRE HYDRANT F a F, 5'-15' SPACING AND 30'-40' HEIGHT. k k X k k k Lk X Al k k k k X A- X \ \k A-/ %� X / X WV WATERVALVE w E. r k k X X k X k Y k 9, k k X X X X k \ k X \ \ k G X X k l X FFE FINISHED FLOOR ELEVATION U W x XX X k X X X k a k \k k x k WM WATER METER ti W P SERVED SLOPES PER (i1S k k X k X X X X P 7 k X X \ X _X \ ,v' k X k k a v o. k X k k Y \ X / l ,X k UFE UPPER FINISHED FLOOR ELEVATION p m Fv o ° I MANAGED SLOPES PER GIS BSL BUILDING SETBACK LINE SHEET NO. �\ PSL PARKING SETBACK LINE + T + T EXISTING TREES TO BE REMOVED PP POWER POLE C-207 r' C® VARIABLE WIDTH FOREST AND OPENSCSTORMWATER CONVEYANCE CHANNEL SPACE EASEMENT ? ,a 20' 0 20' 40' 80' WP WALL PACK p 1 M M M M --- ULD--- ULTIMATE LIMITS OF DISTURBANCE rn SCALE: 1"=20' --- TP---- TREE PROTECTION FENCING SHEET 11 f 2F FHOD--- FLOOD HAZARD OVERLAY DISTRICT 0 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 WI) WALL PACK -- 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 ;j III \\ `��ti� \\ I \\ \ \- _ _ - ------_----------- ------ -- ' �- ~ r\I __--- /_-' \\ /i/i` --_ ___ ---- __-------- tea-` - ----- /\NIA y� //'\---- __ \.� Illlllllii I j` /'�I�i1 - -- -- _ llrll�ll�ll�l� I�II�II�II�II�I�II�II�II�II� / o � '�� a - I I 1 / I � 111 • \ s � � � d --- -- - IIII III I I I \ a��a\,/ illy( \ \ � ' � ° �o II .I •11� - _ -- ��- ____ � SY \ l - � �� L _ _ - - �j � ��wi -- I I lo-I II I I II 11 I I I ..1^ i \ - ' \ ✓ "9„;/� \\ 11 1 PA�a <_ --_- � -_ ui�°�u�T� -=-= � _-\=�- x \'I // ri / / \\ /------- -_ _ = _= _ = __ _ = _=------- J\'jl�,..� � . � 1 _" ��----_�\ �l'� ��- �'i �-' �--' ---- \\ o Z -_ `�'\001�''/��// _'�-- DA 34 - _ //-� \ �I I ' _ I7 7 II \ •T' 1.16 Ac 70- //// / /// JJ I I. - - TER POs .1 ` _ 7 / _' _ - _ - \ \ \ \ r ti C E• \J, \ .. - \Illlllllj/ DA 32 z 0.2 _ //%/�i A• _/ �' .,r'i'' / /" / i / l /' /' ' % � / � 4 / / I IIII I � \ I I� I GRADING PLAN NOTES: 31 / / J / - l I / - rl _ _ J __LL- J 1. REFER TO SHEET C-400, C-401, C-402 FOR EASEMENT PLAT. / / / ' ; 0.38 Ac- /'/''/' - \ I/\ z 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW ' / ' / /'y ' II -- TO STORM INLETS. 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE ' 3g DA EX. Bldg \-------- SCREENED FROM PUBLIC VIEW. / 1-10, // / I I 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES - / 0.51 AC- " LESS THAN 3%. / o ° A� v - �I / I I ' �1 I � 111' ' '' / ''' j / i -�i l �! � o Ov 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED /.'" . I I I 1 I III j I - 14 I I w FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' 5PN J / ° I I I 1 1 \ I I� •� 1 1 �/ - DA BLD 14 I 4 1 w ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY I J �� P4 � U w m a APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. 1 I p' q I � r-- I I 1 1 I � ExistingIndustrial . / / e /� �=394.0 ---- - - g w Ga Y /EF' Z ' / oo� I I I building I w � u -- a x o z a J I 4> ' / / /�+ I ; I I I V A V I I 1 I I I t�s�OR� I I I � I A \ I � 4Cz ExistingIndustrial Building � 7 / I - I 1 \ / \ - Existing' 30' 0 30' 60 90' / , ; II FFE7393.5D I o U � I 1 I I 1 I 14 SFI j SCALE: 1"=30' / / / j, \ I \ •• DA 15_ r� P d I / � //_ 4 I I I \ I I 1 1 I I I I I I I I I 1 a l \\ ' I � As halt I I I I W _-__- -� Parkin 1 I I Z V. \\ 0. 48 AC �o o Q \ ` � - ; _ \ ,\ DA 25 I V =__= I�I L----I i1 W 0.25 Ac o �� 1 r 1 ✓ /// ' i' I I I I I � - P�q / III I I i II o� I ' \ \//,// ''- .,1; o■ I I I I I I I, I I 1 I I I I I I ,. � DA\14 �\ � II--, � I 1 a IEXCONC \\ RETAINING WALL 1 \ --- I 1 \ \ \ q_______________ it nv aG3.t DA BLD-12 , I d - - - `' 0.26 AC 2-SMI& \\ \ L------- 400 • \ I \\ 1 I ,,,232 SF/FL \ 1 I vv v `v �-3ea o yvv �1 v V I I ° FFE-39&00 \ �q / I I ExistingIndustrial q I I I . _ Z building �\ \ \ Ac \\ \ \ / ^--------- 2 \ / DA 12 ' / / / % '' , I I I I S IvOP l I `\ �\`� \ \ \` \-- 0.52 AC / /_' yli \ - / I� I I I I I I I I I I \ '.p o \ � _ - � � - � _ ---------------- JL � I I I \ 5 DA- 17A / ' �>•. • .5 -,ra fix: ,..•. • _-/ _ _ � � llllll I ! I I ' .:•u , I I �, \ \ \ \ 3t. 8g \ \ � •-__-- � �__ ti __-�' /\ \ \ DA CG-6 Channel O O7 c \ \\ _390- / /---__ \ §9 7\-- DA 1 9 // 0.59 AC \ / - \-- ,STORY \ \ \ \ \ \ \ - _ / \ / / I I II III I I 1 I I \ _ Bd,O. SF \ \ \ o / I I o \ _ FFEA,385.Od \ \ \ \ / - , \ \ _ ` - - - 390 I D A BLD 07 7 - T3975 SF/FL / - - - \ \ �. I / /FFE=394.00 / / �� ---- I 0.32 AC / GFE=381.00 ' \ Y - - / / 1 I \ _ 80 -_- / /--- - 11z / -DA BLD 06 \ 3 _ 371. DA\17 _ 0.14 Ac\\II \ -------'/ / / / _------------- IA / /,' 1/ 0.11 Ac -- \ _ __-- - \90 / \`- \\ \\ \ \\ `\ \\ `\ ` 18 - / \\ \\ \ \ - ' _\-------------------- =- \ � 3, ,DA BLD-8 I - - \\ \\ \\ \\ ® \ cv / / / D i ,' / / l l l / •'ii `., i'� \ \ \\ DA 30 15'NDP J -y-- / /, / /---__-I \ \\ A L B D 380 - I \ \ \ \ \ \ \ \ \ \ \ o- ' 1.08 Ac \ \\\\ , \� \ \ \ `DPE --\ DA 16UFE D0.05 Ac 1 / / / / /' •ii , I \ \ \ \ \\\\ \ \ \ \ \ \ \\ /' /' / / ' \ 0.39 AC \T - ,� \�\� \\ \ - lO 2-STORY -� � \ \_ // / / __ � � � 2.8405F/FL / -- , \\ \ � `\ \ \\\ \N\ `\ DA BLD 02 - __ - __ - FFE_37& I --- , I I l l l r u ,, \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2 \ / ' / / , \.. v` - \ �\ \ \ \ LIFE-387.20 I / , / / / ...II \ \ \ \ \ \ \ �'. / / , 2-STORY" - \ \ \ _ _� - _ - - I- / \ \ \ `\\ \ \� ,\ ------ DA 05A / (8.140S / / FFE=Y,ts- \\\\\ \\\\ - - -0.08 AC L=370.5 DA BLD` -2-STORY F(7.748�5� 0.1 8 AC i>FE.3zz5o - _ - _ - - If D S \ \ \\ _ DA BLD- 5� If - - / 0.09 Ac 07 'o Q.32 Ac / / �- - s \ - o Ts / \ \ \ x� / ✓ /j cn Go U F \%� \\\ \ vT-__-_ /' / / / / / ,i //iii%/i/ f� w : DA 03 \ ---_/ // / /.// \ /' /' / / /' /iii o 0 \ I I /i l� l \ - '- ` /- ----_ _ ae- _---- - - x - 9-c"mE� z I //� ; , � �// \ , _ _ - - \ 1� $_ DA BLD 11 kp'//4'/ coo J / - --_ eM - 2-STORr --__ 0.03 AC - /� '- - - _ --- '� DA BLD 01, ---__ - \ - - / _ i 45, SF \ \ \ \ - 3� / --------- _- ---- --- rF�E.3i93�5 ; CO 0.17 Ac itz 1-5 If / I , 11 / •\ _ - - - - O cy / I V------------------- / - -/ r ILL_ J / / 30" qa If /\CINk l � �� / I � // // � I �__-- -___ 3z�- � ', - - - %' I / A ' IF"-: - `v vvv Ew7\R nl / �'�'(' �I // �� /iv / / l E- C/] V vvv '1 ,ram / v ' vv/' SHEET NO. ------- O' I \ ' - -C-300 V IrOn \ _ SHEET 12 of 25 360 355 350 345 340 335 330 325 320 315 310 -0- �Alot. UV aViiilUly 3CWC1 Will [UH!Jlre e 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+34.9 0+36.3 RIM: 353.81 RIM: 353.00 INV OUT: 348.13 INV OUT: 348.50 INV IN: 349.30 INV IN: 348.23 365 365 360 360 355ikl.03% 355 350350 _ 345 345 340 340 -0+25 0+00 0+50 4 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 1 nue 11: VDOT MH-1, IS-1 2+69.2 RIM: 383.71 Str-13: TRENCH DRAIN INV IN: 377.75 0+65.7 INV OUT: 376.57 RIM: 381.13 Str INV IN: 376.67 INV OUT: 378.50 INV IN: 377.50 390 - 390 385 380 375 114 - 63.1' 370 365 Str-16: VDOT DI-2A, IS-1 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: 364.69 380 380 375 370 365 360 375 370 365 �360 -0+25 0+00 0+75 8 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' rrrrrr.l�r.rrrrrr.l rrrrrr.l-�� rrrrr�l�r�rrrrr� rrrrrr.l-�� rrrrrr.l-�� rrrrrr.l�r�rrrrrr. rrrrrrrlll III-- rrrrrrrlll� � �aea•IIr1�Irrrrr� 385 380 375 370 365 -0+25 0+00 1+00 5 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' rrrrr� �ynrr�w��r� rrrrrr■II �"y►tiJp�r� rrrrrr■II ��� rrrrrr■II_���rl- �II- ilk` rrrrrr.�rrr■►r�l rrrrrr.��s���l 350 345 340 335 330 325 320 315 310 i95 i90 i85 i80 i75 i70 -0+25 0+00 1+00 6 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' rrrrrr. �� ----Itllt•c a F! � • ����� - [�-- rrrr�rrl�ill a% -- _ _ -ffi�' 1%•iLE 125 1 • e 1 �i:16711C1.iH:CPIi rrrrlr �- rrrrr�ll-- � rrrr�------ rrrrrr.------ rrrrrrrl------ -0+25 0+00 1+00 g STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 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) (%) (in) (cfs) NO (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 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 1.60 123 EX-23 EX-22 0.76 0.72 0.55 0.55 5.00 6.62 3.64 394.97 393.72 14.9 0.84 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 j 5.00 6.62 1.19 1 364.69 1 364.11 1 25.0 1 10.00 15 j 17.70 6.42 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 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 1 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+00 360 355 350 345 340 335 330 325 320 315 310 50 410 405 400 395 390 385 380 375 370 380 375 370 365 360 355 350 345 340 rrrrrrrl--- II :• rr rrrrrrrl.��l�r�r1� rrrrr�.��r�l�r�rl� rrrrrrrl.�ll���rl� d� rrrrrrrl.�lYli��.Il rl� rrrrr���.>w.r�v. ••�� �Ilfiilal r r_r,ir:�re.�w� � rlw�l■iJii■li■e11� -�rrrrr�l- -�rrrrr�l- -�rrrrr�ll- r.�7riT�rrrrrr111- ��:nIF7R3T r1�1■IJ�'17Pi��,� - rrrrr�.�ri��a11.��� rrrrr�.e�0,.111ru�� rrrrrr.l.rl��•'1�91•-- rrrrrr.�rl�• ° -- 7380 -375 �370 r365 �360 r355 �350 r345 �340 1 00 0 1 © O. SEWER PROFILE 1• 1 VERT SCALE: 1 1 1 rrrrrrrl-��� rrrrrr.�ra��rr� 400 -_ •--rrrrl rrrrrr.rrl.� 395 rrrrrr.rrl---� �� •iiZ11}:ti91I11rIpG6tIF>•-� • 1 �� • -� 385 rrrrrr. rr1��1� 1rllhrrlfalf:l:1_-� ��� II►Irtrat��rr� rrrrrrrlr.rrrrrrrtRll1181iarci3iF1�-! rrrrr��rrrr���l�Ilrr.r�l.�rr� rrrrrr. ����1�1:�9F1�1Ir11�'/:1�A�1�� :1 rrrrr��rrr��rrrr�inlii 1�� 375 rrrrrr. �A-��IIpIl1�Gt6iYiif-� rrrrr��l�_�rr�.■r�nr�rr� 1 rrrrrr.r���.v -rrrrl 365 rrrrrr.r�wn�11� -� rrrrrr.r.r11�11 rrrrrr.r.11�lr rrrrrrrl r. rl�i:�o��� rrrrrr.r.11��1 �..�s��ar..ra rrrrrr.rn�I�Iliri[laiem8!mn#at:1•:m-do rote m • 1 rrrrrr..rrrn��F�lyd • •If.SiF: :111»c.�11L^LY;�rrrrl 355 rrrrr�Irrrr��■1 r.�llr�rr� rrrrr� l r rrrrr►�� �rr� rrrrrra � . e e . • It ■riTiiY�rrrrl �IF�YIr71rYr0-� rrrrrrrllI+r3i I.7n,/1R�-_-_�_ rrrrrr.l � -� 3 95 390 385 380 375 370 365 360 355 350 345 I��iT•7s■I�It1I1.1�---®IL�1�Qi� rrrrrrrl�r��llri�-���i�il7lflmllalli� 11_I�e ullerrrrr����r•��a�••-�� rrrrrrrl l7�lT.Ca. �115■rr��s� -- _ gIWIs�UwJfw�w�•nrw.raw•��• b'�_�Ri �_ - rrrrrrrl��IRilI1�ZSY:Z•7 1 � rrl�.� _ ���� � � / • F� rlr�r�� rrr�l�l rrrrr�����Fmre� � il��l iir rrrrr������1riT:l�. -�ua�rrr�lal . rrrrrr. ���-�l-Ir�I��111��i•1�� IIIIIl�1�,- rrrrr��rrrrrl�s ea■'-����7 .. ;117r�� AIL-rrrrril!<Q 1l:rrfil•�:II1J=C�7I:IIw. rrrrrr.l rrr.------ rrrrrra 1 • • fsi•Zll�e�(.?ni TIj'�--- rrrrrr.l��--- -0+25 0+00 1+00 3 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 2+00 2+75 -0+25 0+00 1+00 2+00 3+00 4+00 7 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' Str-31: VDOT ES-1 -0+00.1 o N Str-35: VDOT ES-1 RIM: 367.17 u� o o "' 0+98.1 INV IN: 365.81 IS, M M M I l� H M M "' d= •--Lzn-�� RIM: 373.73 INV: 372.11 380 375 370 365 360 -0+25 0+00 1+00 10 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' LD-347 InletlD HGLDn LineSize LineLength SfDn VeIDn Hw HGUnct Grnd/RimElevUp (ft) (in) (ft) M (ft/s) (ft) (ft) (ft) Str-02 316.89 24 70.091 0 10.85 1.83 318.83 324.32 Str-03 319.76 24 65.364 0 12.46 1.83 322.34 325.8 Str-04 322.34 24 94.272 0 7.97 1.71 337.39 350.86 Str-05 340.18 24 14.047 0 9.39 1.71 340.68 347.95 Str-05A 340.68 24 68.921 0 7.81 1.62 347.49 348.78 Str-06 342.32 15 191.125 0 6.86 0.64 348.77 353.81 Str-06A 348.77 15 26.321 0 0.67 0.23 348.73 353 Str-07 349.62 15 26.436 0 9.3 0.61 352.08 355.72 Str-08 363.41 24 3.9 0.871 6.61 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 15 65.735 0 3.39 0.29 378.79 381.13 Str-14 377.65 15 62.754 0 2.81 0.69 381.59 387 Str-15 381.59 15 189.198 0 4.05 0.6 384.11 385.62 Str-16 365.29 18 29.9 0.86 4.78 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 15 160.382 0 5.5 0.76 394.38 402 Ex Str-23 394.5 15 148.894 0.839 4.53 1.09 396.06 400.84 Str-29 326.3 15 230 0 6.39 0.68 332.08 334.24 Str-30 332.08 15 45.3 0 2.79 0.5 334.5 335.3 Str-33 365.68 15 11.733 0.032 0.82 1.54 365.7 366.27 Str-35 370.5 18 28.007 0 12.86 0.99 373.59 366.14 -380 -375 -370 7 -365 360 1+75 Str-32: VDOT MH-1 0+03.34 SEE DETAIL on C-612 380 380 - N orb.. 375 375 370 370 365 365 128-9.6'of15"HOPE 360 360 -0+18+00 0+50 11 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 1- 400 400 395 EE 395 EE 390 390 385 385 380 380 00 375 375 370 370 E 365 365 -0+10+00 0+60 12 STORM SEWER PROFILE C-301 HORZ SCALE: i"=40' VERT SCALE: 1"=10' 2+00 395 390 385 380 B 375 370 365 360 355 350 345 3+00 3+50 ww ti� J N A :x ¢� Q♦ X > Z O � J 20�� 0 0 Qg�F z o lir o o x C\2 71 x F z F w w o z Fa A U iJ z Z z �a�o �{ - I--� zO U � � I w , W M z 410 L.J COW E- W W 405 z WC)0 O U 400 W Z 395 Z W 390 385 380 375 370 365 360 355 350 5+00 6+00 7+00 7+50 13�I &ET DEPTHS FOR DI-7 STRUCTURES -301 SCALE: NTS LD-204 Stormwater Inlet Computations Sag inlets Only m aIv Q . C y n ° a C •c +, v W v L v Z OJ a p 0 a. v �, N +� CL Ol Y r °. v. a u 01 2 E OJ -0 r 4+ ° C Q E N (�(Qp V M I°- y°.J� a' �+ v n w m v = v v, v u d U d ITS++ LD a ( h o U v o z u' v', 1n C7 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/hr) (cfs) (cfs) (cfs) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) (%) (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 0.3 100% 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 1000/n 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 0.15 100% 0.2 0 Str-12 DI-3B 8 0.52 0.86 45 0M0.35 0 4W1.03 162 0.015 0.05 0.02 0.08 4.81 0.21 100% 1.62 0 Str-14 DI-3B 6 0.15 0.86 0.015 0.08 0.02 0.08 7.96 0.32 100% 1.33 0 Str-15 DI-3B 7 0.48 0.72 0.015 0.03 0.02 0.08 7.26 0.4 100% 1.38 0 Str-16 DI-2A 2.2 0.3 0.86 1.61 0.015 0.03 0.02 2.08 3.24 0.14 100% 1.03 0 Str-19 DI-3A 2.5 0.43 0.86 0.015 0.07 0.02 0.08 3.65 0.21 61% 0.9 0.58 Ex Str-23 DI-3B 7 0.25 0.72 0.015 0.04 0.02 0.08 4.77 0.34 100% 0.72 0 Str-29 DI-3B 4 0.29 0.86 0.015 0.09 0.02 0.08 6.58 0.33 100% 0.84 0 z 0 F a a � Go ai z z w w ca C) C) 0 0 E z a CD CD U U U U z O weal �� Q W� Od W E- F -- > � E-E W 4 x rn SHEET NO. C-301 SHEET 13 of 25 :,9 oin±n± Co�N_ N� �G�N1A 0 o a Q o J �20 OFF" P 410 0 orn _ c > 0 Occ co °° 4}0 405 400 rn =: 405 CD-0�� o 400 ao �' 395 390 395 390 O O CIA mM 0 nt o m+ N^ 0 0 x 385 385 x 380 375 or, x-mom L- z zo + ' �0 c� 380 375 N E-� � o Z E Q w a Q Z Q term 370 370 W Ca U O 365 365 Z Z + 360 `V 360 Z ,-� -- o �a�o 355 ' 355 x p E ~ Z �0U i Z r-i I 350 350 w Z w (maNy W Z u'n-� . - -------- mao m� ' --- -' - - - - - - - 345 345 x U 5 +-L+ o o � Q tx � �F� w � L J w F w 340 340 510 z , Z wax a - - Z�aw 335 335 W Z 330 330 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-301 HORZ SCALE: 1"=40' VERT SCALE: 1°=10' 7777 77- +27.6 400 400 3+76.3 INV OUT: 385.76f ' 395 395 390 390 SAN H. 385 � _ - - - 380 -'-- 380 % 375 375 i ----- / 370 - 49 _ 370 z `\ ----------------- 365 ' 365 - z 360 ' 360 _ _ ° int. drop 355 ' ' 355 348 Ductile 350UT- IN 557 350 A 11 345 ' °° 345 ^ 340 340 o m z 335 "' - 335 o ° R M X N 330 z " - - ' 330 325 -'- 325 - 320 320 315 315 - V 310 310 E+ q 0 0 o -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-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 10+00 11+00 12+00 13+00 14+00 14+50 Z 0 F a rn w Fa � o F U GO z � z o C) WATER DATA SHEET Date October 5, 2020 (1) Project Name Woolen Mills Light Industrial Park (2) Project Location Intersection of Franklin Street and Moores Creek Lane (3) Consultants Meridian Planning Group (4) Sources Ragged Mountain Reservoir Population (5) DesignPo ulation (6) Hydraulic Capacity 2604 (AWWA Q20) (7) Pipe Material Ouctlelron (8) Pipe Diameter (Inches) Length (Feet) 4" 61' 47 619 1263 10 72" (9) Fire Hydrant Assemblies 4 (Number) (10) Valves: (A) Gate 6 (Number) (B)AirRellef (Number) (11) Fittings: (A) Cross U (Number) (B) Tee 4 (Number) (C) 900 Ell o (Number) (D) 45° Bend 7 (Number) (E) 221/? Bend 2 (Number) (F) Reducer a (Number) (G) Blow -off Assemblies t (Number) (12) Minimum pressure at critical water meter ttsz (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 Light Industrial Park (2) Project Location Intersection of Franklin Street and Moores Creek Lane Meridian Planning Group (3) Consultants 9 P (4) Waste Treatment Facility Moores Creek AWRRF N/A (5) Design Population (Number) (6) Connections 14 (Number) (7) Industrial Waste none (8) Pipe Material SDR-26 PVC & Ductile Iron 9 Pipe Diameter Inches Len () (Inches) Length (Feet) 6" 8' 1410 „ 10 12" 151, 18' 21" 24" TOTAL FEET 1410 12 (10) Manholes: (A) Standard (Number) (B) Drop 1 (Number) (11) (A) Siphons &Pump Stations 0 (Number) 0 (B) Force Main (Size -Length) (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. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. SEWER DESIGN AND CONSTRUCTION STANDARDS VERSION 1.0, ADOPTED IN DECEMBER 2015. EXCEPT AS MODIFIED BELOW OR 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. MODIFIED IN SPECIAL NOTES. 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. 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD AND AT RWSA'S SOLE DISCRETION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH, AND THE PRESENCE OF, RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. 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" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA z a' O � �Y Q W a a Q � r- Z P W E_ U W 0 Z Z E- a p x 2 E" -- F W w P o M w W O a a a h F F W x SHEET NO. C-302 SHEET 14 of 25 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL E 104k7m INITIAL BACKFILL BEDDING 3 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 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 STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL 3 -0, I ' MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12;' N MI 0 RING SEALS a 18MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 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 1. A. A FILLETED INVERT OR A SMOOTH I , 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 1/8 SEND N.T.S FIG. S-I-A 1' COMPRESSION x 31e MALE PIPE OR APPROVED EQUAL ..l.TEE NOTE - NO SWEATED FITDNGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. I� FL 2' MMPRESSION c 3/4' MALE PIPE COUPLING APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION DETER IS NOT PROVIDED. ✓ N -CORPORATION STOP SAND OR OUST UNDER J BOX AND SICKER (2-INCH MINIMUM THICKNESS) �rY r"``• r.; 1`=may ii `-BRICK AS NECESSARY •,%;h 4• DIAMETER DRAIN PIP 12- E, r;d ;S:�ir.'-':, '% ;�';;t ,;, LONG STONE POCKET, VOOT .:fir};�;yq,�;�Y.�w;S.� y;.vK y1-ia SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A 1000e14 SECTION 1-1 lot�n� 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. (FEET) CU.YD. BEND _77T H T L H I T 90 2.50 2.50 3.01 0.24 4" & 6" 45 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 81, 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 1.66 2.16 2.67 0.13 90 4.83 3,83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /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 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 3611MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE OT MECHANICAL TAMPER HAUNCHING NO. 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.01PEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.1FOR 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 I� I:a Z N WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE - ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. - CONCRETE b d 2'x 2' BEARING AREA. THRUST BLOCK Q d 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" WATER CAST IRON LID 18" METER BOX N 1 ti ,IN • 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 NTS FIG. W-5 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT - TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE_ I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS a"x61, TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 DITCH LINE SPACING M 0 ,�.•z r D.I. PI GRADE SPACING 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24• 50% OR GREATER NOT OVER 16' PROFILE � s r l'llll Il//h • '111l11111111111111111111 11/11111 i1111/11„ lllll,llllrrr111111H11 1/11/11/. 1/11//11 /, � - � \II illlllrll � �IIII, HilllIIH1111111 . 111 I>,„III11111111111111r U,1,11111111111/111t••/1/1 n ll,,,l„111,1111/1//1////111• 1, 11111111111111111111111111 rll,llllllll/l/llllllllllll •� /11111111111//111/1/111// • 1 ,/i11 � /11111 /111/1/////1111 11 �lllllllllllllll ♦, ll'/'/'11'11111i1 1•illiil'l�, 1/1'/'ll/''I Ems. a-E E try �cl I E MI- E �E az2 \E N' v0 u O Z o^ a^ P r, �111) E c- w rn Nu N•-•• io- Ale m� N ¢ O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D ANCHOR EXTENDS INTO SIDE OF DITCH I TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG- S-4 PLAN 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 1 �AFT.yL-A�.r1 •�a�.}�i.+• l'-O" MAX 2 -0 RUBBER COATED STEEL STEPS a CAST IN PLACE �- PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN o 0 THE DROP CONNECTION SHALL BE /j DUCTILE IRON PIPE CLASS 50 5" BACKFILLED IN 6 LAYERS )) ANd o COMPACTED BY HAND TAMPERS OR 12 MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5 T 0 AN • MINIMUM ELEVATION DIFFERENCE 12"MIN 12'MIN ACROSS M.H. FROM INLET TO VARIE e 0 OUTLET SHALL BE 0.20 FEET '0 A FILLETED INVERT FOR A SMOOTH Is " TRANSITION OF FLOW BETWEEN • INLET & OULET PIPE SHALL BE t '? PROVIDED. 12" a a! D• e. .'• ..•p {.• • 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 - N N 0 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 Albemade(ounty H avant Flow Date of Report Service Auth.rity Y 4/18/2019 Se`"nglill '"� Test Report 1fi5 Spohugr Rail Cha"h,,%vek. VA 22911 Fl%0911.4511 Location Broadway St Near Woolen Mills Date and Time of Test 4/18/2019 10 22 OD AM, Minutes of Flowr 2 Pipe Size (Inches) 8 Pressure Hydrant 11450 = Static Pressure (psi) _ 112 Residual Pressure (psi) 90 Q20 Looped Q20 MuItiIDIe Inline HydraYtt20Bingle Flow V Sprinkler Test Single Flow " Flow Hydrant #1 Pitot Pressure, Jill ('psi) 74 Test Flow 1 1202 Flow, Hydrant #2 ; P1Cot Pressure #2 (psi) Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Ted Vow 3 0 e Total Estimated Flow (gpm) 1202 AWWA Q20 Calculation (gpm) 2604 (Value of zero in Q20 indicates insufficient pressure dropfor calculation) - - Comments Flow hydrant was all the way open.. For method of calculating pilot flow with a diffuser see eq 13, Walski and Lutes article 1990 Journal Management and Operations AWWA (All: tests conducted using 2.5 discharge outlet: unless otherwise specified) Estimated Consumption (gal) 2404 For use for water audit Signature of Tester:, o egend -- CSA Hydrant 384` Si nService, Ownership Not In Service, ACSA Owned Not in Service, Private Ownership J�j 1� ,6g -- - �s - �4 \_i �- -. 11 j, In Service, Private Ownership ° , T _� In Service, ACSA Owned _ - •� j _ ACSA Fire Line 1042 min \ WSA Water Main lily Type 388 - - a'• - / -t Potable Water 4 Deadend ACSA not Connected to City water Raw water eRogo �,oq 336 �'.,-. '.'�.(:37-• 328.:.. sr ri, 10425 C M 2 3p8 rp Flow dj a, s Pressure Hydrant Poo o Hydrant ? Ore q�R� y �� !11450/ ¢ °s sin ���'v O• -_ ���, �e r •. \�/ .POD �� .P,F� �2 O a ram" �� 4�7Z ssB sr 39s� �00 1 368 - 1042 ~ 364 --356c- 372 36 w 4 36072 .,��:_. .,-i - 0424\ 368 3 35�375 �r�rO 340 i� :\1 042.3i 30Q - - 24 o.l $ ORES CR_FFK�--- j104 µ 312- utilities, structures. rot hoes• and all alxxuerer,ces RdiCffiBd w this me, are intended for general layout and reference lotston Doty. This prnldn is not Mended for any eser use then far Premine y '\ -I I parming and several location puryoses,_ The ublities stlovm an this. map are bereved to De accurate,.. r ll�W W��sr however, recent utdsy mmprovemems ardor systern changes may have teen updated since the W E C �/ tineoIthaprmrour Any delamdollar of tgpgfaphy orcondors v any depict ion of physim, Service Auth.rit7 improvements. PrOperty Ines or toundaries r for general inronnatlpn y., and stroll not to used for she Eesi9n. mddaicehon or mrotactASof Adirevementstoreal ayo ,yhefor fidad plan doMllninaWn:: $ -, -Ana1 imagery ®CommomimlN of Vrgna 0 120 - 240 360 480 k^°96 C•-ra i Planimetnc Data Property at County o! Altemade Feet ACSASreff IJPAOMOVY ..._ .04000 rn o Z o 0 \ O x .~-I E--r O E-z Da O F] � A wwxQ Ca _Z U 00 W Fa x U Z � Z O 0 �o 1--�i rFlt rE41 C��2 � Z �PtoO -- > I G] �Wa �z C5>�5�_a rn�0. W lJ * WE"W W � C7 54 �a za�a � U Zd Z W ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING 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. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY ENGINEER, 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. w CQ CQ 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. E- co r- 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR n o PART 1926). C) GENERAL CONSTRUCTION NOTES FOR STREETS 0 (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) w 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS w w w PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE Ga �24 SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND CD 0 SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. Z 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 o WATERCOURSE. 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 z +11 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). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION O 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 PROJECT P' EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE W p ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE a COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. Q 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC Z E-i-I ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL Z (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 COUNTY a �- INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH 0 Z a A VDOT OR COUNTY INSPECTOR PRESENT. Z p" GENERAL CDD INSPECTION NOTES F 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT E" W a E- REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN USBC. 2. ACCESSIBLE PARKING SPACES, ACCESSIBLE ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE ICC ANSI A117.1-09 w E. AND THE 2015 VIRGINIA CONSTRUCTION CODE. o w 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM a MANHOLE IN THE PUBLIC SEWER SYSTEM, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING NCO DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL SHEET NO. 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. C-303 SHEET 15 of 25 CL 6' 10' 10' 2'I\ `�, �11 \P 1 1 .— \ .; \ \; _�"";y/'�' -k'i _� �_ \ \ \', o � I Yc IA 2" SM 9.5A II \ -' \ \ ^'\ p 1% SLOPE•, ....1 2% SLOPE CG 6 I1 N ' / Ja 1 FORD ROAD TYPICAL SECTION (10+00 -> 11+75) I C-304 SCALE: NTS 8" VDOT #21-A 3" BM-25.OA Aggregate base material \-Compacted Sub rode ... rillL1 .II / i� \ .' 1\\ / - " ,o.M /''\\1 ^ o ,' / ,• !'/'.' ' \ \ �I 1 �� \I'dustrial 0 0 b34 kv, � �CL / ,-'�� �'' "=,�„,ca ET , , , ; �(� \ \ It•_--' ' 1\ M 1 1 o 18' 10' 8' 2' 0.5' f 0 o x 5, 1% SLOPE CG-2 , CG 6 l l' � / % \ � �- 10 R \ 1 F ;c 2% SLOPE lr � • / /'/' ��' �' / : ildi'm i, '/// +. ,- Existln9 �,�11 `I \\ 11 w W [z� 8" VDOT 21-A 3" BM-25.OA 11 u/ j ,/ , ,/,/,/,///�'/ �,'/ / N / %o ,• / . - ,/ lq AsPhln9 • 11 1 0 U material 2 FORD ROAD TYPICAL SECTION 11+75 12+25 SCALE: NTS G@ L ' `v +. yl111 v z C-304 ex. wv 1 / / ////' /�' / /'/'r' l /' m 1 - --'- I - WOO 6' 18' �0.5' CIL 10' 10' 16' 2'�} 0.5' 6' �- v v '', \ \ \ \\ \ \\ \ 40� rx�1 lndu 0 0 1%SLO PE CG-2 „ 2 SM 9.5A � I a; A v 3 \ \ \ \ \ \ \\ \ v v. \ I o �1 4 I\` Existing puiidin9 c�\t � OI .. _ 2% SLOPE CG-6 1% SLOPE \ \ \ \ � \ .•,�\� /\_ II\ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \� \\ \ \ ` • \ / ♦ ) a l \ \ :� \\ " tq � \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ —_ _— / \\ O rn W C\i 4'1 8" VDOT #21-A III 1 I 3 BM-25.OA \ \ `� ` vv co P - v v v v �\ v v v ' v ��v \ v rx w Aggregate base material Com acted Sub rode P 9 v v 1, v ,I,v \ v \ \ \ \ \ - v vvv \\\ \ -,-- _ --- U) w w v v �`--___-_' ' _> 3 FORD ROAD TYPICAL SECTION (13+15 14+50) " A v `v V \ \ v vv y--------- v _ _ A \ z w a C-304 SCALE: NTS 1 \ \ \ \ \ 1 \ \ \ \ \ E _ — _ao / -- v \ / �' o pr� It ------------- CL 10' 12' 1 \ \ \ \ \ \ I \ \ - \ _ -- C /' _i \ 1 __ - - - - - 5 0 5 2,1 SM 9.5A 0.5' CG-2 /^ \ \ \ \ \ \ \ \ \ .\\ '-- - -- - ' - ''/ — — 39 _� •�`Y,' _---- — — -- — -- I CG-2 v '1. 'I,'1 \ \ 11 1 I \ \ \ \ 388 SLOPe 2% SLOPE _ --------- \ \ \ \ `\ 4 FORD ROAD TYPICAL SECTION (15+50 -> 19+30) - \ _ - - --- _ - ---- — ----------------- / C-304 SCALE: NTS - - - "�,-'- 10 - 8 VDOT #21-A 3 BM-25.OA\ Aggregate base Compacted Sub rode material P 9 / q N II \ \ \ \ \ \ \ \ - /' - , ,,n � ' �' ,'" // - � 10 9� u,^ � \ \\ 384` ---' '/�'✓ / 88 , \ \ \ \ \ 1 \ \ ` . \ - ,,------- / / - 0.5' 2" SM 9.5A ro ,---- FORD ROAD TYPICAL SECTION (19+30 -> 21+30) 2% SLOPE IMF - / /� - -OPE C-304 SCALE: NTS ;d \ ' \ \ ---- \\ \\ \ \\\ \ \\ \\ .__ / • y. " v '. ti w _- - - _ _ - --- ,_ , _ �a� \ _ _ :. _ _ _ 8" VDOT #21-A 3" BM-25.OA .'„ __ \ \\`\ \\ \ `. ` yIB \ ' N� / ,' / ' _ - $ = CAA -- _ - - ? w ._ -- ___- -- ✓ Aggregate base \ \ `\ \ \\\ \ -. �- 9 / / s \ \ --%'°" ' • �'r _ ✓ / material Compacted Subgrade d s+a is \ i 5'Rpr � 370 \ \ \ \ — ✓'lam"// ,/ 1 12' 12' I--- 0.5' 0.5'-�{ // ;,---- CG-2 2" SM 9.5A 2% SLOPE CG-2 \ r ' \ --- w` - .. ., / ,,Ni1 III \ \ --__� `\ `\ \\ \`� �`��� �• ' �\\ ..• �A6- � �\ \ — — ]r>� — — \\\ /// / -- _ ,�' /�� 'T�s I '' - _ _- -� \ ��'� - \ _ — — 6 FORD ROAD TYPICAL SECTION (21+30 -> 25+)4) I � rri r ;A 1 \ \ -- ��,, C-304 SCALE: NTS 8" VDOT #21-A 3" BM-25.OA� / \/'"- -- _ _ _ _-- - —s—_—�— -- _-- - - - _ \ .�; ` �, � -------------------- ___ Aggregate base`\ Compacted Subgrade /' \ - .;I - 1 _ _ / s r - YIa _ Q-- �P \ \ \ -- --- -- ---- -- -' _______ material / , Y \ \ \ :; ;1 I, \ \\ `\ _ l — , / li; .,�"` ::>• - -- ° - ��� ��� ���\ _________ / _______ ,' ' \ \� — — —-'"°t°— — y✓tic% , 12' MAX 14' 12' 2' 1 /' li �\ y 1� __ \\ q . \ \ _ ��O_ i i i — --- — -- % — ; !' — 'ae —'' __ -- 7 �— — — — — — — ---------- I "VE 2 SM 9.5A -'r ------ 2%SLOPE CG-3 2% SLOPE CG-2 CG-2 2% SLOPE - CG 6 / '' ',, S191,1 ��A --_— — -------- /' ,� -- — ------ - ,' ,_--- — — — ` — — — — — ✓ — , — \ -_ - `\ \ --.j i%/a' / - — - III ___ _ ------- ---- ---- _— __ _ — --_ —_ 8" VDOT #21-A 3" BM-25.OA — /' /' P >.- -__ - _ ______ ----- ---- ---- -- --- _ _ / ,--- __ --- ___-- - _- --- -----;_,; % BELLE MONTE AVE TYPICAL SECTION (10+00 -> 10+75) A re ate base Aggregate ' x EX " //' �q -- _ _ _ o ___—.�— _ ---- --- --- -- """ M - - -`� -- --- - -- - - _ _-_------- C-304 SCALE: NTS material Compacted Sub rode s - -------_ / — — __ ------- ----- - _--- --_-- - ___________A___ - __ _ _ __ _ __ _-_ ________ ___ y� ______ `3f00RES CREEK LANE \I (PRIVATE) \ i ____ _-_____— � � �%—IF—%—lt_%—%—%— /,/ 'A � M—/ Xf CIOY iRYfiA1 _MCI-MH-038 ____—^)--- _______ I' Q.i _ I r:M , 8' / a FENCE I - - )f� Xr-%--%�•E—%—`Fr LINK / /< ---- ' o/MCI---------- ]'[t"' / �J6 _ / `- \, --- 12' �L 12' I II" 0.5' / --------- MH-a4 / m....... ° ����7 //, JOC_ _ _ i}� / I 314 0.5' --{ CG-2 2" SM 9.5A / a:' \' rL 2% SLOPE .. CG-2 - _ - .. ., 111 I-r �� t / I' vv i i — — -1-I \ \\sa 8 BELLE MONTE AVE TYPICAL SECTION (10+75 -> 19+33) - - C-304 SCALE: NTS 8" VDOT #21-A 3" BM-25.OA \J E. cO o Aggregate base 11 ROAD PLAN °r �A/o 40' 0 40' 80' 120' q C o Com acted Sub rode material P 9 C-304 SCALE: 1"=40' �o o y 7� 4� SCALE: 1 "=40' T 1 p % Vuull l]- SSSTTT I =� _ iI e, C O / I .4 /F ALP he ,/'' /"' / r7i a prey p rn CIO E- IB-fi2'hlasbE¢Smlrlldtl �� C) c.) 0 u ,� '&6?"kll 'iidc vL , .. �T�.�� "cam ✓. � CQ r� 10 � �� � � D,p AY ,.., I n>S- a y > I, I I '' eaw • 1 IF�•1-�•I N-•1 SAW- VI IB-62-hlatesm l* 19-fiP hla��Sanl-6� ✓ I�, FMsam '��w�4�i a E I --I e sR ✓ m 12 z x f� +� 9,, rnFL w cn 61 yJ 1 I, 1,.'L71 i SHEET No. 9 TRUCK ROUTING DETAIL A l p 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 25 416 515 1 \'R_ / � N J WQ 414 10 r > M CC O _ c J } Z O `` z = 406 _ _ 4405 U �L �0� ; K_ _ 389 ^ - LEI = 400 � 00 + 39� '-� 95 O z c _ I � o O x ° J ~ o 39*b 59000 \ x .-'-I F 386 -685 z E- d q w 38D 580 z q � x W q U 37� 575 37-15 z�70 Z �z 366 = STA 17 65 o0 STA = a o 36 b PI EL 347.2.7 E- � o Z nt o O - n 1 -CgE 35� 555 L WWj� - o n - o U n rp n y a 1 6 v5COq 3,9& , _ 550 T�W W _ n -- �J WELzI 34* - _ ^� �J 45 �wo� NDOON - zaa IS riles 3439 m ' ° 340 W U o o +1 �o ,:, Mr M II I II W z . 111 33& NI[ 35 a C> � 33t3b 530 W 326 z325 ' ' rn u' - U - CO W iA 32-0 r - Q Q 520 9+��5 101"1 111+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+�5 1 FORD'S ROAD PROFILE -30 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 42+DD 420 420 420 414CS 415 - 95.95 VPI EL_ #.21 415 415 414D 410 = 32 410 = 410 40 405VPT _ _ = 405 = 405 - 14 400 00 -- = 400 , 400 _ 3935 595 \ UF�G 395 395 390 9390 _ � 11 390 390 _ �, J 385 85 = ~ - 385 385 - ~ _ - - - -_ + M ^ - ^ rn 380 80 -- "' = It - 380 380 J oCD _ - _RI,lOn q - 3735 _ . J � `� 575 375 375 37%D 370 370 370 -0+25 0+00 1+00 2+00 2+25 366 65 36 9 60 3 NEW ENTRANCE PROFILE 9+75 75 10+00 10+00 „+0� 11+00 ,1+00 12+00 ,3+00 13+00 ,4+00 14+00 ,5+00 15+00 ,5+00 16+00 ]+� 1�/+00 ,9+�0 18+00 ,9+00 19+00 19+50 19+50 -30 HORIZONTAL SCALE: 1" = 40' Road Low VERTICAL SCALE: 1" = 10' 2 BELLE MONTE AVE PROFILE -30 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' \\ II \\ \ --- - -- / d �� \ ----- j \\\ \\;,.-_ _ — ___ - --- ���• DESIGN SPEED 20 MPH \ I -i`°' TRIP GENERATION NOTES E. --- 39 _- _ - - —`------ -- _ Entr ulce — —1 IIIII 1 \ \ \ '/ '' /j,,, \ I \ pi \- -'TOTAL BUILDING AREA 145,545 GSF ED _ -- -- _ -- - - -- 9 ---- - _; -- `-------- -- _---- / \ -L FOR WAREHOUSE USE (ITE USE CODE 150) _ a — ----- - _ -- \ \- -- --- ----- - - - - - - - - - - - - - __---,� "-- '_—_ __/ _ `-- _ AVERAGE TRIPS PER DAY 4.96 VPD PER 1,000 GSF ' '�I \\ _I \`----- _-'' I \ \ /��� ( �S� _,--"' - THERE ARE THREE SEPARATE ACCESS POINTS TO SERVE THIS c��GN ",-" - PROPERTY. Fj MONTE z oP u+�ur�yr= -�� _- 1. BELLE AVENUE (HIGH ROAD) = 331 VPD < 500 VPD E- CG-11 JUSTIFICATION -2% TO 6% a l� 2. FORD ROAD (LOW ROAD) = 331 VPD < 500 VPD chi H E- \ • 7 CG-11 JUSTIFICATION -2% TO 6% __ _- _ � 3. ACCESS EASEMENT 59 VPD I / / W q w O r O \\ \ \\ �� 10 // / /////- 41 'll iI \ ill �i. z Entrance — — _ — —— 1 P \ / i \\ WPZER / Al 2 '/ OAD -- 3;/ ------------- --fO'N / W `-------------_\` \. r%\ \ \ \Yl flF.� /' F$ Wv O \�s �----------/ (31 - -- - -- -- - -- \ \ yy� \ \--__- --- \ \ \ \ zl / /' Industrial Building tl Existing w E- _ \ - \ -------- �. ... d� h w oI Lvladin9 pock 1 1 / /, - 4 ) I c 5F 1 - �2 qs w I Ap 1 \ I 1,720 QI i— \\ x Ey W a - o w O � I\ I � � � —\e SHEET N0. \\ C-305 4 SIGHT DISTANCE FOR BELLE MONTE AVE 30' 0 30' 60' 90' 5 SIGHT DISTANCE FOR BROADWAY ST -30 SCALE: 1" = 40' -30 SCALE: 1" = 40' SHEET 17 of 25 SCALE: 1"=30' ��IIIIIII�IIIIIII�I►a��IIIIIII�IIII��IIIIIII� Si 2 yr Triangular Highlighted Side Slopes (z:1) = 2.00, 2.00 Depth (ft) = 0,44 Total Depth (ft) = 1.00 Q (Cle) = 2.030 Area (sgft) = 0.39 Invent Elev (ft) = 325.80 VeloCgy (IRS) = 6.24 Slope (%) = 1.90 Wetted Peron (ft) = 1.97 N-Value = 0.013 Crit Depth, Yo (R) = 0.58 Top Width (ft) = 1.76 Calculations EGL(ft) = 0.87 DOTI by: Known Q Known Q (cfa) = 2.03 CG-3 IIIIIII�IIIIIII���II►�rSIIIIIII�IIII�IIIIIII�IIIIIII� SI 10 yr Triangular Side Slopes(zl) =2.00, ZOO Total Depth (ft) = 1.00 Invent Elav (it) = 325.80 Slope (%) = 1.90 N-Value - 0.013 calculations COMPUW by Knnvm Q Known Q lea) = 2.90 Elav (ft) SeeBon Highlighted Depth (ft) = 0.50 Q (da).. = 2.900 Arm (Sell = 0.50 Velodty (III.)= 5.80 Wetted Perim (ft) = 2.24 Crh Depth, Y. (1) = 0.67 Top Width (ft) = 2.00 EGL (ft) = 1.02 Illlllllllll�i�llllllllll���llllllllli��lllllll//.�IIIIIIIIII�IIIIIIIIII� STORM WATER CONVEYANCE CHANNEL DETAIL NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. �' „D R 'e ^ 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF300 FEET OR LESS (ALONG FACE SURFACE OFCURB) WILL BE PAD FOR AS RADIAL CURB. AS 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" THE DE e OR INCREASED AS MUCH 3" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH _ • THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 16• AS SHOWN. NO ADJUSTMENT IN THE PRICE BID MADE FOR A BASE DECREASE OR AN INCREASE IN DEPTH. S. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON CS URBAN DAs A Dap • STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER SUBBASE CURB. THE TRANSITION IS TO MADE 10' OR THE REGULAR CHANCE IN STANDARDS CAN BEE MADE ATT REGULAR OPENINGS. 7" SPECITION STANDARDS STANDARD 4" CURB REFERENCE ROAD AND BRIDGE Ip ROAD VIRGINIA DEPARTMENT OF TRANSPORTATION XIS 502 SHEET 1 OF 1 REVISION DATE 201.02 CG-8 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE CONCRETE E 2 T CONCRETE TO BE CLASS A3 IF CAST IN PLACE, I- 4• IF PRECAST -I 2" I` -I R 3. COMBINATION CURB 6: GUTTER HAVING A RADIUS F 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB @GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED .d DRAINAGE LAYER. THE BOTTOM F THE CURB R 1 •:1" GUTTER $BALL BE CONSTRUCTED PARALLEL TO �' THE OF SUBBASE COURSES AND TO THE '; a d' 4 ° .eQ . H OF DEPTH OF THE PAVEMENT. <. ' d h 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS Ad 8 D ON ROADWAYAND GN ° IN AAPPENDIXAAON SPEED AS SHOWN F THE ROAD 4 4 4 DESIGN UAL IN THE SECTION ON GS URBAN d'' ° STANDARDS. TIE BOTTOM OF THE CURB AND GUTTER MAY 6• 2'-0' BE CONSTRUCTED PARPLIEL TO THE SLOPE F SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7' IS MAINTAINED. THIS AREA MAY CONCRETE AT THE OPTION THE COO NTRACTOR SPECIFICATION T` ♦A = REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS OS REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT F TRANSPORTATION zoLo3 CO-2 NOTES: I `" 2" RADIUS{ ri1. THIS ITEM MAY BE PRECAST OR CAST IN P AF. 2 CONCRETE BE CLASS A3 IF CAST IN D D. PLACE, 400O PS IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR .D.' .4. g D.L T D, SURFACE LESS (ALONG FACE F CURB) WILL BE D,L T TD A •D .4. / PAD FOR AS RADIAL CURB. � SURFACE - 1TD•L.=.LTD. 4. THE DEPTH F CURB MAY BE REDUCED o D,L d T p.L T.D :' . L BASE IN MUCH AS 3• (IT DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) ' D d A...; IN ORDER THAT THE BOTTOM OF CURB 'MPH D D D ` THE TOP OF WILL 01, COURSE SE CT THE PAVEMENT . 4 D� BASE SUBBASE SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO D g. PO ADJUSTMENT IN THE PRICE BID IBE D • D.� D MADE FOR A DECREASE OR AN INCREASE 12" IN DEPTH.- 5. CG-2 IS TO BE USED ON ROADWAYS SUBBASE MEETING THE REOUIREIAENTS FOR CG-6 6 ACCEPTABLE ALTERNATIVE AS SHOWN IN APPENDIX A F THE VOOT IF CURB IS EXTRUDED ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS SPECIFICATION REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDM05 105 REVISION DATE SHEET I OF 1 502 VIRGINIA DEPARTMENT F TRANSPORTATION zm.01 NOTE ONLY STAKE TREES MATH LARGE CROWNS. 2-CALIPER OR GREATER. IF LOCATE D ON W NOV SITES OR WHERE TAMPERING �:I MAY OCCUR - , PRUNE CODOMMATE LEADERS - R BAMY BROKEN Y - B OL DEFORMED RUBBING NARROW CROTCHANGLES, WATER SPRQUTS. OR CROSS BRANCHES REMOVE TAGS. LABELS, AND�\ PLASTIC SLEEVING 00 NOT STAKE \\ UNLESS SPECIFIED (SEE \ .. NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS '�\\ 1 IF FIELDGROWN, CUT AWAY ALL \ \... BALL,NGROPES REMOVE \� BURLAP OR WARE BASKET FROM TOP $ OF BALL IF CONTAINER GROWN, REMOVE CONTAINER ••ems AND CUT CIRCLING ROOTS 11 SLOPE OF SIDES OFT +_•mom-- ---- PLANTING HOLE SCARIFY SIDES BEFORE PLANTING..... - TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT - PRESSURE SO THATIROOTBALL DOES NOT SHIFT X ROOTBA'. DIAMETER 9 TREE PLANTING DETAIL -30 SCALE: NTS PLAN VIEW --� - - / 1 ROOT PALL I i r ,N. 12GAUGE GALVANIZED WIRE 3 712`HARQIATIOOSTAKES I�/vR GALVAWZEOIMREGUY e T2 GAUGE ALLOW FOR A n ', SLIGHT AMOUNT OF MOVEMENT +JAL 6'2"x2"HARDWOODSTAKE. 1l 1 ry 2'b" MIN BELOW SURFACE STAKE SHALL BE DRIVENAMIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL. 2 3 MULCH H LAYER EDGE. DRIP LINE. - J KEEP.eb-AWAY FROM iRUNKFLARE SETROOTSALL SLOWLY HTOGG DE SOILS LF / HIGHER IN SLOW.Y DRAINING SOILS DO NOT COVER THE TOP THE FOOTBALL LL ROOTFLARE SERAIL BE `VISIBLE!G ABOVE FINISHED GRADE 6- SAUCER BACKFILL PLANTING PIT WITH NATIVE U SOIL INCORPORATE SLOW RELEASE GRANULAR FERTILIZER \ I COMPOST LAYER \_ 4" • IT PERFORATED CORRUGAT EO 1.� PLASTIC PIPE, CAP FLUSH WITH MULCH ` ^---- PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 12TYP RESERVED PARKING 18' CORNER RADIUS 6K AD¢sraF IS 1.5" (TYP) 14"R PENALTY 12" AWAY zx POO-tA ax 4" WIDE WHITE PAINTED LINES - SPACED 2' ON CENTER V4" WIDE WHITE PAINTED LINES CONCRETE TIRE STOP. NOT REQUIRED IF PARKING SPACE IS 16' LONG. i DE WHITE ED LINES IVIIII ITV IL I IVIIII HANDICAP ACCESSIBLE PARKING DETAIL SCALE: NTS M-2, 2A X 27Y4" MIN - 283/4" MAX RAIL HEIGHT GR-2 GR-2A (61-3" POST SPACING) l3'-P/i' POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION • 2' NOTES: GUARDRAL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CM BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. �ft FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. K OPTIONAL Gif METHOD z OPTIONAL GR-2A METHOD FOR DETAILS OF RAIL ELEMENT, RAL SPLICE JOINT, AND USING NESTED RAE USING ADDTIONAL ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII x WHEN NESTED RAL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST BETWEEN 5 FEET AND 150 FEET. FOR GR-SA THE POST SPACING WILL BE V-3". ALL GUARDRAIL POSTS SHALL NE SET PLUMB. P gT SHALL NOT BE SET WITH A VARIATION OF MORE THAN 4/"" PER FOOT FROM VERTICAL. W-BEAM, MOCKOUTS. AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. N.L M-2 AND GR-2A RAIL ALL BE MAINTAINED AT A HEIGHT F 27- MIN - 28 M" MAX AS MEASURED PER STANDARD GR-It�S. Nl W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTION& GR-2A METHODS F NESTING THE RAIL OR USE OF ND ADDITIONAL RAIL BALK OF THE POST FOR STANDARD GSHALL B BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION LATION FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY UK MTi U E US FLARE RATE FLARE RATE 70 9' 3011 1501 a SO e' 26n 141 a 50 6.5' 21:1 110 a 40 5' 16:1 811 a 30 4' 1311 711 a a SUGGESTED MA)MU t FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. WialT A COPY OF THE ORIGINAL SEALED A.p SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AID BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 5�D3 501.04 0B/14 VIRGINIA DEPARTMENT F TRANSPORTATION CG-12 I NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: 6' HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) c CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTED' DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVOED BY TRUNCATED DOMES EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 6" 2. DETECTABLE WARNING 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 12:1 MAX T THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48n MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. l Concrete Tire Stop 3. SLOPING SIDES F CURB RAMP MAY BE FIGURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BINS. " - a. P flNAP FLOOR SI PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BINS 50 B THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF t011 No PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ME TO BE NO.5 X e" PLACED TCENTER TO CENTER ALONG BOTH SIDES F THE RAMP FLOOR, MIO-DEPTH OF RAMP FLOOR MINIMUM PERPENDICULAR CONCRETE COVER EF 6. CURB /CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PATENT FOR LURE /CURB AND CUTTER. 5'MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE ALMS OR AS DIRECTED 2 -T BY THE ENGINEER. THEY ORE TO BE PROVIDED AT INTERSECTIONS WEREVER t!%TYPrEB \ AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY F A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED. OR NONE%5TENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON ALMS OR AS DIRECTED BY BANE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES FIRE HYDRANTS. DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTINWUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED. ENTERED AND USED BY PEDESTflINVS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT "I MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS F THE CROSSWALK ANO 12:1 MAX THAT THE SLOPE AT THE CONNECTION F THE CURB OPENING IS ON PERPENDICULAR TO THE CURB. 5MN\. XM *TA - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RANICANNOT 1� ^ TTl7T STOP DETAIL TT A TT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK `Y TIRE S 1 DETAIL TRAFFIC, REFER TO STANDARD DE COMMERCIAL ENTRANCE (WAVY 4' MRM� AT X: , Y• HIGHER THAN THIICN TRMFIC) FOR CONCRETE FPiH. EDGE OF PAVEMENT -3Q SCALE: ACTS 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHINED USE PATH, AT E O , SAME AS TOP OF CURB TE MNIMIM WIDTH SHALL BE THE WIDTH OF THE SHINED USE PATH. N. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS WHEELCHAIR TYPE C IN 4'x HELANDINGCROSS AREA SHALL BE LNG (INTO TO MANEUVER A THIS PARALLEL & PERPENDICULAR LAN THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY ALLUDE THE GUTTER PM. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RMIAL SECTION OF TRUNCATED DOME W CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE vl. .6'•-2A" GC WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 1 O O O O O z -MODIFIEDAS THE BACK B.RENDED BY iE MANUFACTURER TO MATCH 1- O O O O O O O O O O O-0 Varies 00000 0000000-0 e . LMwNc RAP + m1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To Expansion Joi a o 0 0 0 0 0 0 0 0 0 0 0 0 0 o r rI O O O O O O O O O O O O O O O 50%-65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O. - e ° - TOP DIAMETER 000000000000000 . DETECTABLE WARNNG d - yAR0 0 FULL WIDTH F RAMP FLOOR AT BACK F LIIRB "-1.4" SEE NOTE 12. BASE DIAMETER I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLEN WARNING INSTALLED ON A RADIUS DETAIL VDOT SPECIFICATION ROAD AND vIDF STADARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET I F 5 REVISION DATE (GENERAL NOTES) 505 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SCREENING FENCE top I3 DUMPSTER PAD DETAIL C-30 SCALE: NTS 3000 psi Concrete with welded wire fabric Depth = 4 inches Finished Grade ComdTREE PROTECTION/SAFETY FENCE `Depthacte4 nD0es21A STD. & SPEC. 3.01 VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) %55CONCRETE SIDEWALK DETAIL POLYETHYLENE FABRIC 6' MAX. (ATTACH TO POSTS WITH METAL TIE WIRES.) AMMIN. CONVENTIONAL METAL (T) OR (U) POSTS 6 TREE PROTECTION FENCING -30 SCALE: NTS LOADING DOCK IO;-4 shall face ly from storage a and SWAN-1 Wood (et rail Woad t icrete ting diameter depth ELEV=368.5 CONCRETE SIDEWALK STR-8 J � 1 W ELEV=363.5 m Y STR-8A Q W ' e ELEV=357.0 K' 4" CONCRETE SLAB ELEV=361.5 - 4" VDOT 21A /< L Y w < K a<. =350.5 I 4" CONCRETE SLAB ELEV=355.0 -'' 4" VDOT 21A i 4" CONCRETE SLAB ELEV=348.5 4" VDOT 21A r, CONCRETE CHANNEL TO STR-05A SECTION VIEW NTS (2) 6" DIA CONCRETE FILLED POSTS W/ PLASTIC BOLLARD (YELLOW), 3'-O" HIGH, EMBED 3'-O" MIN. 1 rDa CG-2 a 6' WOOD FENCE a d - d a 4 _ d d 4 d U Q d � a Q - d d d d bc O Q Q o d a d d. Q d a Q d d 1.0' Q p. 4 Q O 10.0` 10.0' PLAN VIEW Varies 3000 psi Concrete Depth = 6" 6x6 WWF °d .4 ..4 'b d ' A d. e 4 SECTION VIEW Compacted VDOT 21A Depth = 4 inches WEIR WALL C ,--g' 2P 2 2' 1' WEIR WALL B 28.0' 5' 2' 2' 1' o r' WEIR WALL A ELEVATION VIEW NTS 7 LOADING DOCK SIGN DETAIL 8 WEIR WALLS DETAIL -30 SCALE: NTS 11�- SCALE: ACTS _ -MCI IM "] - / _ - -- -- " i LnrrAt I/ ' Rm=S2I fiM' ' 'PmrxuOa�as E 1 t� •� )d M,aAR � m,. 0°o-noz Rxyl / � 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: X 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 -Contraction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. E ui mart O oration and Store 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: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: )� 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: When the and level must be Raised within the dripline of a tree to be saved a tree well shall be provided and a construction detail ground 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. Trenchin n and Tuelin : When trenching is required within the limits of clearing, it shall be done as far away from the trunks 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. g P az'S' g Y 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. 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I LANDSCAPE NOTES: C 306 1II 0 EXISTING CANOPY AREA A DETAIL I50'II 0 50` too' 150' _ -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 TMP 77-4OC2 I \\ \ i " TMP 77-40C2 JACKRABBIT PARTNERS LLC. / JACKRABBIT DB 3155-18 I �, PARTNERS LLC. a� / ZONE: LI DB 3155-18 ao 7SE: DRY CLEANERS \\ ZONE: LI / USE: DRY CLEANERS _ AA \ o DEC202 6ro NEW 30' SWM 80p�QgI�] FACILITY EASEMENT X. VARIABLE WIDTH �oo° TMP 77-40N \ l FOREST AND OPEN may. TMP 77-40M TREM COMMERCIAL RENTALS, D208 SPACE EASEMENT 0° e, H5, LLC LLC co yy, TMP 77-40M DB 5198 PG 45 �y DB 5033-635 \\ DB 2893-653 a ��� moo. H5, LLC A s A PORTION HEREBY " s I _ _ ZONE. LI DB 907-684, PLAT 3 DB 5033-635 \ \\\ - VACATED USE: DIST. WAREHOUSE \ ZONE: LI ZONE: LI USE: STORAGE WAREHOUSE USE: DIST. WAREHOUSE \ `\,SEX. VARIABLE WIDTH \ / FOREST AND OPEN „ EX. 20' PRIVATE STORM �\ / SPACE EASEMENT o o SEWER DBEASEMENT 90 �� o DB 5198-45 /' � 8 S� wry: °\\ �A _ �, P 7 DER T'i NEW 20' PRIVATE \ \� T P 0`1 1ti DRAINAGE EASEMENT TMP 77-90B \ ��A��� 6K pyA � t A � \\ ELEMENTAL ECOTECH, LLC g1 DB 6� L �T TMP 77-40B DB 4796-325 C3 OA OBE' MCA ELEMENTAL ECOTECH, LLC Z V DB 4796-325 14.0617 ACRES a, D C3 ZONE: LI o o tJSF' 14.0617 ACRES DE22 ZONE• LI \ 2 ¢ M J , ~ J r Z 6 x Z p O J 15 G044 C7 0 0 Q�oF "" i 0) m 0 Q �' U x x z O Q z w w 0 U \ Q U W x G1 U C7 z \ I TMP 77-40N 0 TREM COMMERCIAL RENTALS, LLC pa 0 o * \ G1 FWD DB 2893-653 z � O Z DB 907-684, PLAT ( �' w w ZONE: LI Q' � W awco USE: STORAGE WAREHOUSE � > a � i Z USE. VACANT co � , o C.c° / USE: VACANT DE222 ) w �O6 DE211 cv DE220 C I' TMP 77-40A \ wo w DE219 O w o � RIVANNA WATER o rn CD 0 \ \ SEWER AUTHORI DE213 ... � �� ti DB 565-288 0 �,Ni �� v ` ' O�� �' O O. DE226 \ \ DB 331-554, PL p, o 10.. O ZONE: LI \ DE227 USE: VACANT O \6 DE228 NEW 20' PUBLIC DE229 DRAINAGE EASEMENT d z \ a DE202 DE230 OON cn �60 TMP 77-38B \ Cw / EX. VARIABLE WIDTH 6 RIVANNA WATER & FOREST AND OPEN ° �� SEWER AUTHORITY \� o O DE?32 Q�DSS SPACE EASEMENT �Q 3 DB 768-277 \ DB 5198-45 S DB 616-135, PLAT S gA \ ZONE: LI \ O ... DE236 NEW 20' PRIVATE RLOTTESVILLE\ _ USE. VACANT MP 56-87.1 / �` RLOTTESVILLE\ EX. 20 PUBLIC E2�� DE237 DRAINAGE EASEMENT BOLTON, / ---� DRAINAGE EASEMENT ;ONSTANCE MP 56-87.1 DB 5198-30 TRUST & N 41°52'24" W BOLTON, \°F-� EX. 20 PUBLIC /, S 5121524E 1 9 DRAINAGE EASEMENT I 235,33' CONSTANCE � � �. DB 5198 PG 30 S 52°12'04" SHIRLEY IF TRUST & 0 240..._ 121.52 BOLTON I `� _ _ _ _ — cn SHIRLEY IF B 2013-163 q„ ]� cn-- --w- ------ _ BOLTON '� o ' - - - _ _ 5° w���T� o( �� °'° I �... „ EX. 20' PRIVATE - ����17200 N V - �� w B 2013-163 \, \ S 57°03 54 E w \ `r STORM SEWER EASEMENT >99.67 CREEK LAN ° S 39 94 —. —...—. 172. DB 4935 PG 90 DE S 39°44 54" E t E � EX. VARIABLE WIDTH � ' � 00 N �- IF ORES o I� —� FOREST AND OPEN I 54" L LANE m \o MO (PRIVATE) °' SPACE EASEMENTS 199.67 IF MOOR CREEK - DE?43 �--�`DB 4935 PG 90 (PRIVATE) DE258 h NEW A I LE WI TH o EX. VARIABLE WIDTH �� �0. cO SWM FA FOREST AND OPEN o CD EA EINY IT I TMP 77-40 C) SPACE EASEMENTS I o I MARTUC LLC w ,p3 5q" J DB 4935 PG 90 / TMP 77-40 I D. B. 3847, Pg. 332 � ; S57 A PORTION HEREBY I MARTUC LLC 12, °p3' 54" I ZONE: LI rn 46' VACATED ; i I D. B. 3847, Pg. 332 � S57 p01 E DE246 USE: DIST. WAREHOUSE m 1 w I ZONE. 0LI 46. a I = 5 USE. DIST. 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ASS QG� UTILITY EASEMENT Q �? w ,&EC309 DB 4797-416 Q U AE314 \ � AEC310 \ aEc308 z TMP 77-40N o may, TMP 77-40M TREM COMMERCIAL RENTALS, / J'oo° TMP 77-40N H5, LLC \\ LLC / yam,TMP 77-40MTREM COMMERCIAL RENTALS, p o DB 5033-635 \ \ DB 2893-653 H5 LLC LLC N 'cr o o am ; ; ; o z, \ H n tn ; RLOTTESVILL \\ MP 56-87.1 BOLTON, ;ONSTANCE TRUST & SHIRLEY BOLTON I B 2013-163 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 0 n to 1 I � � I � I I I I I I I I I I ZONE: LI °, DB 907-684, PLAT IT a / =_Q P DB 5033-635 \ \ DB 2893-653 �D Z 0 0 USE: DIST. WAREHOUSE \ ZONE: LI � F��� ZONE: LI DB 907-684, PLAT (D �' w USE: STORAGE WAREHOUSE USE: DIST. 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AEC305 ACCESS EASEMENT F TMP 77-40A W_ RIVANNA WATER \, o a _ AE323 N F TMP 77-40A VARIABLE WIDTH PRIVATE & ACSA ACCESS EASEMENT \ SEWER AUTHORI E A w RIVANNA WATER DB 565-288 \ ��AE32s NEo315 BELL(PRION F _ \ SEWER AUTHORI DB 5198 PG 30 DB 331-554, PL DB 565-288 A PORTION TO BE VACATED ZONE: LI _ �� AE3oa AE307 pE3os DB 331-554, PL v v USE: VACANT AE310 PE�3133 ��o� ZONE: LI \\\\\ \\\r AE304 P USE: VACANT V A A P C C AE303 OO1 \ Cw ct- q� 3 AE301 M \ S \ M \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EX. VARIABLE WIDTH a \ \ \ \ \ \ \ \ \ \ \ \ 60 TMP 77-38B z o¢ 30\ S ROAD 1 PRIVATE &ACSA /. .r\ �tb c: EC FORD 0 ,,, ,,,,,,,,,, ,,,,,,,,,, ,, ,\ RIVANNA WATER & cn EX. 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WAREHOUSE Al W 162.00 I N 57°p3'54' ° W 162.00' I ^ N 57003 54 ACCESS EASEMENTS TO BE VACATED SCALE: i" = 50' 164. `Uq 99°5 679.91' 1� N 52011'03" E I 9.43' I I i z w 0 c O L� 50' 100' 150' G ,2 QQ ti o CQ 0� q o S 39°44 54" E �° o 164.28' c,� RECORDED AND NEW ACCESS EASEMENTS SCALE: 1" = 50' SS 39 679.91' z 0 'z a a O U E 0 W w Z 00 cp Q I N O O O C] � � 0 0 z N 52011'03" E Z I I 9.43' � Z O So o W O� N F W °i 7� E W E- E- O � W x x w m SHEET NO. 50' 100' 150' C-4 O I SHEET 20 of 25 1 TMP 77-4OC2 I JACKRABBIT PARTNERS LLC. DB 3155-18 I ZONE: LI YSE: DRY CLEANERS AA' 1� �a11fo Z 9�p� l4g1 a EX. RWSA WA ' EASEMENT DB 4673-132 /`'� EX. RWSA WA EASEMENT DB 5177-1 �a : z, � � r \ H ci z' \ \ RLOTTESVILL \\ MP 56-87.1 BOLTON, \ 70NSTANCE I TRUST & SHIRLEY BOLTON I �B 2013-163 , 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 TMP 77-4OC2 JACKRABBIT \ �\ PARTNERS LLC. DB 3155-18 \ ZONE: LI USE: DRY CLEANERS AA g z 0 g TMP 77-40N�� o° may. 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VACANT SANITARY SEWER SANITARY SEWER \ DB 51_98-30 y �' �� �` E EASEMENT RLOTTESVILL \ DB 5177-1 \ DRAINAGENEASEMENL--- DB 5210-304 \ MP 56 87.1 20' ACSA WATER EASEME T ° ° BOLTON, \ �. Sfi�S-PG 30 5212 04 E N 4i 52'24' W �.CE 121.52 CTRUST & ' — � 235,33' TRUST & \ �. ---\�---IF \ \ to SHIRLEY '54 E EX. 20' PRIVATE 57 p3 W \ __-STORM SEWER EAASWENN� \-' �_ oo B 201 BOLTON 1 S ° 172.00 63 DB 4935 PG 90 S 39044 54" E LANE rn -- >99.67' IF MOORES CREEK 1 (PRIVATE1- EX. 30' RWSA _-- SANITARY SEWER EX. 30' RWSA I EASEMENT '' w EX. 20' PRIVATE SANITARY SEWER / o STORM SEWER EASEMENT DB 342-197 /' o , EASEMENT DB 342-197 ' TMP 77-40 / DB 4935 PG 90 MARTUC LLC ,/ z 164" i A PORTION HEREBY VACATED i I D. B. 3847, Pg. 332 S57°03 ZONE: LI /'' � 46.00 USE: DIST. WAREHOUSE., ) , , p0' o M / / N 57°03'54„ W 162• ° EX. VARIABLE WIDTH S 39044 ryq» E °0 SWIM FACILITY s �- - / EASEMENT 164.28 DB 4935 PG 90 HEREBY VACATED / I I O co/ � I / t' t I APPROXIMATE I LOCATION OF 30' SAN SEWER ESMT / EX. 20' DRAINAGE DB 1091-340 I EASEMENT J p� DB 526-576 (CITY) ra �.,._ DB 1051-235 � I 91' _..._..._..._..._...�, I 679. EX. 20' DRAINAGE EASEMENT / N 52011'03" E I DB 3594-664 9.43' , I / G9'� I ° ACSA & DRAINAGE EASEMENTS TO BE VACATED SCALE: i" = 50' FL°\N1A �„� / 2 ¢ M J / \ z J � Z p �W0 e \\ 0) , o CQ u x \ m U a �- 6 F z \ Q u z w w a 0 U Q U z U z Z J'oo° TMP 77-40N ER �y� TMP 77-40M TREM COMMERCIAL RENTALS, o, H5, LLC LLC E ass h DB 5033-635 \ DB 2893-653 �D Z E5w o ooy 1� UE135 ZONE: LI DB 907-684, PLAT 1 w R �E 2 7 - �,� USE: DIST. WAREHOUSE \ ZONE: LI \, w � ��6 USE: STORAGE WAREHOUSE y > N'im ccoQ UE166/ _ 'UE12 UE125 \ W W �. UE123 wx UE128 NEW 20' ACSA—�� \ �7�3 FF o c) WATER EASEMENT Fos\ \ � z � �a TMP 77-40B \ `dos o ELEMENTAL ECOTECH, LLC R1v A D$ 6�1g6 LI �� Z DB 4796-325 _ C3 \ �� 6�ZOrI ACA W �a 14.0617 ACRES UE122 C ZONE: LI ej? UfCI �._ _ -�_� o SSE USE: VACANT UE120 �UE139 cc UE1194 03 8 ^ a+ UE11 UEC1 UE776 - \� UE117 - �,e, J UE140 / � o aOav�a- 1 UE141 NEW 20' ACSA UE17g Tj O�'o a a a a F, F ate, a a ' a q q_ -- TMP 77-90A SANITARY SEWER _ 0 0 0 0 00 0 o ao 0 o�°Q o=° � uE—� RIVANNA WATER o a EASEMENT O O qo O a 0 O OO q0 0 0 a0 Q UE 6� �,\ 1 UE142 SEWER AUTHORI \ 25�a - p., \, DB 565-288 o a a oQ04 a C NEW 20' ACSA > DB 331-554, PL \ C Q 0 a q �o a °%- SANITARY SEWER CSA ; USE: ZONE: VACANT o a a a O�_ EASEMENT �% UE143 J�/� UEU UE159 --- UE144, UE107 IT:) UE145 _UE112_. ,UE105 UE106 __UE158__--- �z� n -' UEDB -- _yam-- —UE173 �_.�� ,� UE146 UE104 _ ------ _ _ UE147 UE102 E�03 U�� _�---� UE174 - �._ � UE148 �60• TMP 77-38B _ RIVANNA WATER & �1 U �1JE175 UE152 UE151 UE� 150 UE149 ��6 SEWER AUTHORITY \ �E, wl uEw10� �0. DB 768-277 UE153 S DB 616-135, PLAT EX. 20' ACSA ZONE: LI EX. RWSA WATER �1�1� / �E 20' ACSA USE: VACANT E SANITARY SEWER SANITARY SEWER EASEMENT / ' UE155 � � EASEMENT EASEMENT \ DB 5177-1 /. /.. �' DB 5210-304 20 ACSA WATER EASEMENT 52°12'04"E N 41052'24" W EX. VARIABLE WIDTH �\ _ _--- 121.52 235.33' / VA PRITE SIGHT IF, \ DISTANCE EASEMENT-- \ DB 4935 PG 90 S 517200 v m, S 89044 54" E 17 LANE 199,67' CREEK 1 IF MOORES EX. 30' RWSA / --� \ / I SANITARY SEWER ,�" �, EX. 30 RWSA Np� , EASEMENT /' W SANITARY SEWER % _ �'` 0� o EASEMENT I DB 342-197 / o DB 342-197 TMP 77-40 ,/ MARTUC LLC w S57°03 64" / D. B. 3847, Pg. 332 /'zli ZONE: LI /' n g6.00 USE: DIST. WAREHOUSE, i W / „ W 162.00 / ) 57CIS / °03 54 / , S 39°44 ,D: i E °� l 164.28' S C,, / o , N CT APPROXIMATE LOCATION OF % 30' SAN SEWER ESMT / DB 1091-340 p5 S 39054'52" E 679.91' % N 52011'03" E 9.43' , I � I , ' o 50' loo' 150' 1 % 21 RECORDED AND NEW ACSA EASEMENTS SCALE: 1" = 50' 50' 100' N z O E-'- a U � W fa E W z � O O z ' 124 O x E- WVa � z�� a Z E-+ � F Z W W E In4 W E- a E, U O x F W x w m SHEET NO. `D C-402 SHEET 21 of 25 W20-7 j - v - sec//,i TZ1 p N 00 �G 'A1>JAC4Kr Y AVE' LA X tQry .^ C (A z LOCE DFE%' PAVEIEE{A' ' x_ OE:{RAQNaO n C'£IAf ' u ySn'd' V' U N CFI en Novi 4 /,.'1� i l �.I i t`. ./� PROJJ f. Fi- l:. —C •� •� L �U o o \ o W 6 --------- ---- Eg57R&.. Ssk7dAi:. HR0�95Er, c.�.: �.-, a,:.: 00CQ 00 n ,// ,i---y` �. FLAGMEN TO BE PROVIDED AS FLAGGER / /` $ lam'/ / `\\ }�j �`,\ oxPACrm suE NEEDED TO ENSURE SAFE STATION / Q o F a �`� INGRESS/EGRESS FOR 9� / `•,�\ C►SiauCTloN JOINT DETAILz Q z Q q CONSTRUCTION VEHICLES /¢p� : \ `�` / i\ REIAQYE! RTM AS%*x T �AYORs Tu sWw° SUBBASE WREPLACE W'TH PROPOSED A51-H T W XTr LArERs G20-2MOOAO. W. *ftAi(& A {NOSE NOTE O ce z 7 x v +W ISCE e/ y TQ t> FT 1?IE POLL 11*GICxP.r4.4 t>F YMYoT3EG .: 4ATCR5 TO r` Y NOTM t. ASPYULT PA4EMEW wUEM00- SKOLL fWJB^%`:NAtlCMONr °E9ISif+ IN VROT PxbMOVAM MN 6E APP WEP SY 119 ENGkS.F.z,: 4x' tNe LAYERS OP fX+9TaG P7�.1 {7- • i / i // `�✓ / %'Z::, TW. I AV'u£Isr DFSi(W FQx 0.'VttAi P NY y yNC• now AESWV DxaYiAGE bF PIE. LN+SY#ir�'g10Pf1$Ft7 PAtVuSMAI.6 •TiIE PMt��Qi5t6N. ae y F- i l Pazrts"se aaEs + w . T N ., T� .Apnn wlrzt �taila$a tc rnx +�z rn ek" ` ��/ Z { 1A & �« ExaAv,Ah"xr a E� A .�'° Q r low /� \ `Y" f\ fAAt OE rF LiPtN AA' T7iE :':14 AfS a 'f1W Ta tN-+ '7' E M 4.: gS.�[i 'F.. �, C ,fir"'. ... .-" FP \ \� f `� d. C[t.STWQ PAYEAQ'7Yi E6N60N45 • WO ItpR!fERS WtTf'Ea TH8 40ATS SNii.t QE xESTOq[p 9JO.tECE Tb 1NE APPFIOVft OB 7fi ENQtNLER,-. `{ ��AZ' o 'rk W • / TS QT7 376 *1 OF TK 3PF ATt01i5 E% 7 TnAT AEl d[Yf159 MILLING 2' �/ / \ �( is r$'�t' '�u+"r'a. xr.vianow:k,r°e+�rws seT,Qw`TszQu:W TP6 `�� t 1-ii lJ E, � C 0 `f H m 6 0 `\ ,\ 33028 A C co a00 z d rr \ \ �\ \ \ vno r �PEc�E+cATau / / l \ \ \ \ \/ FJAu' F.M'� 6R�YE EIANDSkL`; ASPHALT PAVEMENT WIDENING °� to v ti� ss �� { OVAL. x w w F w w r-. E- so " `>,. % ,.-'•iP sly \ \ / \ \ \ s+{ET t cF t xevlslox. PATE FOR WIDENINC> SUBJECT TO 7RAF61C its W20-7 303.D2 VWCi A OEPARTW4T TV TRNASMIRa1414 moo+ ---I W a x V ` \ \ \ 1 WP-2 DETA1i_, WU •° �`\° // i �Qo� s �� �`\` \ � " /> � ' SPl8 NOi TO SCALE \ ` � a � ♦ W FLAGGER T2,t00 sE STATION `. \ /� 2-s - • .\ / : � . � ��� (a5,26o st1 \ � \"/ .>�" Z xo W FLAGMEN TO BE PROVIDED AS �, W20-1 5a5o SF M.Soo s0 NEEDED TO ENSURE SAFE \ `` ( / A _ / \ \ EE-39eo �� INGRESS/EGRESS FOR \ 0 // + ` ' CONSTRUCTION VEHICLES \� er=3azo 5 W w y m 2 'R / \ ` 5.600 SF b 5 B ,t ®. _ p 2-STORY ;. (Q tY I - / (11.200 Sri b�\NSoq \� w CZ_7 FF=388.0 , �� �3' 4 Q , \ I m 8F=3720 : ry�% $ 75 / 0 SFI T SMP' 9A lT aft aD 2-STOOK, / l\ (11.400 Cn p L- i� Ems• 2,pR,p, .r9t/ ya • `. / I I Q CV d, CO 0 { \\ ♦ 4% ,2 3,2005E ♦•• aF�7.0 SF 1 \ (6.400 °s \ ...s... •%•• 11 2-STORY 8 (4.Sss0 SF) eFF--3xso \ b \♦ FF=367.0 GENERAL NOTESCd LANE WIDTHS SHALL NOT BE LESS THAN 10 FEET. �— _ a / O is% co 1. TEMPORARY %d� : (36W sFI W _ `\`,� \ o 2. BROADWAY STREET AND MILLS CREEK LANE TO REMAIN OPEN THROUGHOUT THE �6,4W � ---' ENTIRETY OF THE PROJECT. 1 :d 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 `�,�` �� �� / EQUIPMENT, MATERIAL .; 4,L a� ff 2-STORY b 4 r t' T ENTRANCES FOR THIS PROJECT. i \ (9,400 s° F'� / a � 3350 (7,21)0 S) i �i.'' TO INTERFERE WITH SIGHT DISTANCES A E ` w b i - FT-380.0 \`\ 4. EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED BF 352D \, \ 4,500 SF 2V \ Cr \v .�.� / ' e'•--' — _ _ — % � J m z M CLEAR ZONE OF EITHER LANES. 2-STORY TzS.. i ♦ \ (9.000 SF) 'LOADING SPACE `. :' /'$Y,"j. / yes-.-� _ _ 5. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION, %FF=3fi9'°-axa n -. REVISION 1 — JANUARY 1, 2015 VIRGINIA WORK AREA PRDTECTION MANUAL. \\\ ♦ / ` 6. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE PAVEMENT �„ FLAG 'lop, \ MARKERS SHALL BE COVERED USING CONSTRUCTION PAVEMENT MARKING TYPE E 6. `� \ � STATION `♦'' Z 7. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION `\�`\ / / `�1 O Z SUBJECT TO FINAL REVIEW AND ADJUSTMENT AS NECESSARY BY VDOT.1 �y G / \ ' `� �\sIW 8. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE oA ; So/4 t``. CO I� , y uF1- '�� WITH MUTCD, LATEST EDITION. w2o-7 ` \\ �' ,•10,w sma / � � ♦ c� U \ �P\ W20-1CQ G4 W E" c - -MILLING 4' \ (� Exist. Exist. -� ��'+D FLAGGER `� Variable Width Variable Width FLAGMEN TO BE PROVIDED AS STATION , ~ d Q \ o o 0 ` ` Lane Lane NEEDED TO ENSURE SAFE \ ,�/ (� W GRADE BREAK SHALL OCCUR INGRESS/EGRESS FOR AT THE EDGE OF THE CONSTRUCTION VEHICLES EXISTING THROUGH LANE.zo Z O O L_ 0" U1 cn z w z cn F w w Q W SEE WP-2 DETAIL ABOVE z F * o 8" 21-A 6" BM 21.OA* DOM. PROJECT NO:16.007 0 " 00 " Section to be in accordance with VDOT Standard// / T\ �� j INDEX TITLE: COMPACTED WP-2 Detail and shall at least match the existing / �; `,1 C\2 SUBGRADE pavement structure of Broadway and Mills Creek Lane \ \ /'���' 95% COMPACTED SPt8 z 1 1 _ \2\ TYPICAL CROSS SECTION DETAIL FOR MILLING OPERATIONS \\ / / 0 30 60 90 120 -1,19 00 SHEET NO: 18 of 18 S1'18 NOT TO SCALE / \ Z W a DATE: 5/08/17 Z� APPROVED MAINTENANCE OF TRAFFIC PLAN W� oz Q� a� o� FOR REFERENCE ONLY E F as U � � �a F 0 W a. Q. x cn SHEET NO. C-403 SHEET 22 of 25 395 390 385 375 370 K1 360 350 94 s rox HH3 6--GR*DE--- 75 10+00 11+00 12+00 13+00 14+00 14 5 1 1369 6, BROADWAY ST SIGHT DISTANCE PROFILE SP8 Horiz. Scale: 1"=30" Vert. Scale: 1"=10" P - 1 �---------..�___--_-='=�?� -- -- 'r' STYE Q �Cc ►nor �;; ' - � � - � e' � —B - i /j ------ u 350 345 9 75 10+00 11+00 Horiz. Scale: 1"=30" Vert. Scale: I"=10" 12+00 — EXISTING SIGHT DISTANCE EASEMENT DB 907 PG 682 Bh'0 385 ---- 395 390 385 380 375 370 365 360 355 350 75 >- Lso C%,j C u1NN� N 0 C �$yyyq����44 V V _ U o C W 0 ti 350 rn O o 345 340 U U 335 325 J 320 315 �1250 MOORES CREEK LN SIGHT DISTANCE PLAN VIEW SP8 Scale:l"=30" APPROVED SIGHT DISTANCE PROFILE m 0 w Y U w U W Q m z 0 W C21 m 0 w z w 0 0 0 w J Q Cn w 4 Z w J E--i r—i O o �:D w O z w a ,I w � + HE� Cn U � Q Cf) rz F--i w W E—+ w O O U w U] z v7 DOM. PROJECT NO:16.007 INDEX TITLE SHEET NO: 8 ,f 18 DATE: 5/08/17 z o 0 CQ 0 0 3 o x co m \ m a O z r4 CO W W o r) u z a A Q Q Q � �z O �aC\2o 0 �EC\2o N z E5 O U o ��, w w co n>n� W F ZO Za�w� H �z w W E- d' O Q C) 0 O Z wr�0. E, U] ~f2r,� a zOR Q OR a � a y F -1 E-E W FOR REFERENCE ONLY SHEET NO. C-404 SHEET 23 of 25 0.0 x0.0 x0.0 x0.0 0.0 x0.0 x0.0 x0.0 0.0 x0.0 0.0 x0.0 0.0 0.0 4 0.0 x 0.0 x x 0.0 0.0 x 0.0 x x 0.0 0.0 x 0.0 x 0.0 x 0.0 x 0.0 x 0.0 0.0 0.0 0.0 0.0 0.0 "0.0 x0.0 'b.0 x0.0 xo.0 `0.0 0 "0.0 x0.o x0.0 0.0 0.0 0.0 0.0 '0.0 '0.1 0.1 x0.1 x0.0 "0.0 "0.0 '0.0 `0.0 x0.0 0 0. .0 0.0 0.0 0.0 0.9 '0.7 0.3 0.1 0.0 '0.0 0.0 0.0 0.0 .0 0. 0.0 0.0 0.0 3.6 �/.4 3.5 0.8 0.2 0.1 0.0 .0 '0.0 0.0 0.0 ?3 ).0 0.0 6.5 x .0 0.4 0.1 x 0.0 0.0 .0 0.0 B@18' % x0.0 0 1 0 2 10.8 0.1 �x 1 6 0.0 0.0 e� rt 0.1 0 2 0; 2 8 0.1 x. 10.2 0.0 0.0 7 B@ 0.0 0.0 '0.1 0. .8 `) �5 .0 A0.1 x0.2 0.4 X1. 0.0 0.0 0.0 0.1 x .1 .4 x 1.4 x 3.7 1.9 x 9 x x 1.5 1.6� .0 12. x 0 0.0 \\4/ 0.2 x0.1 0.1 0. x0.3 2.1 8 6 1. 6 x� 2.2 x1.7 p• 0.3 � x1.8 x0.7 x0 6 x6.0 B@18' 4 \ 1. 4 '`0. 0.2 X11.7 ! 10.5 x0.9 f3.1 1 0.1 0.0 / .0 0.0 e 0.0 10.7 ).3 0 1.7 2.9 x 0.0 0.0 0.0 .5 16.1 6 0.0 '0.0 '0.0 x0.0 x0. .9 ' 7.7 r B o 18 0.0 0.0 0.0 x0.0 x0.0 'r0. .8 /2.5 0.0 0.0 0.0 0.0 x0.0 1 3 x 3 1 x0.0 '0.0 0.0 0.0 x0.0 0.0 0.1 1 0.0 0.0 0.0 0.0 0.0 0 O 0.0 1<0.1 -Q` 0.8 0 ,o k 0.0 �Da 1 "1 .9 l• . x0.0 x0.0 X 2 0. 2.4 0. \ 0. 0.0 10.0 0.0 0.1 0. 5 + 0.0 0.0 X0.0 '0.1 XO.1 x0.0 x0.0 0.0 x0.1 x0 +0. 10.0 10.1 10.3 '2 0. +n 0.6 4 '6.3 9 X0.94.8 x0.9 x1. 4 X1.3 4 B @ 18' +o.o +0.0 0.4 O B @ 18' \A\ '1 Vi 3.8 4.0 own '' 1.6 10. x1.2 0.3 x0.1 F0.1 7.0 X.2 .3 0.4 02 0.1 � OQ \ p X1.1 0.1 .8\ ; ,\0.1 p 8.3 �6.3 'q'.6 o 18' 9.1 '`0.2 2.4 0.7 X0.1 7* '11.9 9.2 10 18 .9 6.4 O i 0.0 O x0.0 12.8 0.8 Vic. 2 0 @ 0.0 17 "to �1.7 0.4 10.1 0.0 + 0.0 0.0 0.0 0.2 0.1 0.2 1 0.0 x x 0.5 � 1.8 '0.1 0.2 0.1 EI '0.0 0.6 x1.1 ALE TEK EsetaTM LED Wall Sconce ES1 Luminaire Data Weight 9.9 Ibs [4.5 kg] 14.6 Ibs [6.5kg] with EM, MS options Ordering Information Sample Catalog No. ES1 24H MV NW W BK 700 EM Project Woolen Mills Light Industrial Type Eseta 1 Catalog No. ESI-24H-MV-NW-W-7CK-530 ES1 24H MV NW W DB 530 Product No. & Type Voltage Color Distribution Finish' Drive Options of LEDs Temperature1 Current' ESl 24H MV 120-277V WIN 3000K W Wide BK Black 350 350mA PC' Photo Control 48H HV 347.480V NW 4000K FT Forward DB Dark 530 530mA MSU' Motion Sensor, 1_2 Lens CW SOOOK Throw Bronze 700 700mA MSL34 Motion Sensor, L3 Lens Elvis Emergency Battery GY Gray System WH White FSIR100 Motion Sensor Configuration Tool Notes: 1 Consult factory for other colortemperatures. 2 Consult factory for non-standard finish options. See page 2 for specifications. 3 Facto set drive current non -field adjustable. 700mA is not available for 48H version. Refer to performance data on page 2. Consult facto for other drive current Factory 1 P PS factory 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 Consuh factory for HV option, single voltage only, either 347V or 480V. EsetaTM LED Wall Sconce ES1 Performance Data All data nominal, consult factory for IES files or LM-79 reports. CCT Two Distributions Wide Distribution Forward Throw Distribution system Delivered Efficacy System Delivered Efficacy Wattage (W) Lumens (Lm) (Lm/W) Wattage (W) Lumens (Lm) (Lm/W) 30 3205 108 28 3146 112 No. of LEDs &Type Drive Current(mA) 350 24H 530 45 4690 103 43 4604 108 3000K 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 4000K 700 59 5771 99 59 5738 98 46H 530 82 8707 106 83 8466 102 350 29 3730 130 30 3922 132 24H 530 44 5131 118 43 5139 1 11 9 5000K 700 58 6521 112 56 6260 11 2 48H 530 82 9839 120 84 9585 115 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OR LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. PHOTOMETRIC PLAN PROVIDED BY ICS LIGHTS LE TEK LIl`E-ON GROUP EsetaTM LED Wall Sconce ES2 Luminaire Data Weight 15 Ibs [6.8 kg] 20.1 Ibs [9.1kg] with EM option Ordering Information Sample Catalog No. ES2 88H MV NW W BK450 EM Project Woolen Mills Light Industrial Type Eseta2 Catalog No. ES2-I30H-MV-CW-W-DB-450 ES2 130H MV CW W DB 450 Product No. Color Type VoltageTemperature' Distribution Drive Finish' Options ofL�EDs Cu rrem:3 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 FSIR200 Configuration Tool Notes: 1 Consult factory for other colortemperatures. 2 Consult factory for non-standard finish options. See page 2 for specifications. 3 Motion Sensor default setting dims luminaire to 50%when no motion is detected for 5 minutes. Field adjustable settings available using FSIR100 option. 4 Emergency Battery System available with MV only. 5 Available with MV. Consult factory for HV option, single voltage only, either 347V or 480V. EsetaTM LED Wall Sconce ES2 Performance Data All data nominal, consult factory for IES files or LM-79 reports Two Distributions Wide Distribution Forward Throw Distribution Ca No. of LEDs Drive System Delivered EfficacyJ System Delivered Efficacy & Type Current (mA) Wattage (W) Lumens (Lm) (Lm/W) Wattage (W) Lumens (Lm) (Lm/W) 66H 128.8 13285 103.1 129.7 13491 104.0 3000K 130H 185.8 18973 102.1 182.4 18690 102.5 88H 130.1 14032 107.9 125.6 14254 113.5 4000K 450 130H 185.3 19562 105.6 183.9 19625 106.7 BBH 129.0 13981 108.4 127.8 13943 109.1 5000K 1 00H 184.2 19542 106.1 181.7 19150 105.4 O 0 o - o o x V) a o z W o F] rU Z'tiz a W ZCn Q WW x w U L.3 Z Z Z O O 5Ctt�O CC) O U OZm9 W � w co � S co V) LJ W_E-'W ZC� oo ~I Z x`�x Z P, Z W O U _4z az W ct z 0 E= Luminaire Specifications w Housing Electrical Photometry a on co Die cast aluminum housing with back Power supply features a minimum power factor Luminaires are photometrically tested by CO w w mounting plate and outdoor rated cable. Back of .90 and <20%Total Harmonic Distortion certified independent testing laboratories in Q mounting plate includes novel hanging features (THD). EMC meets or exceeds FCC CFR Part 15. accordance with IES LM-79 testing procedures. C) O to allow one -person installation. Knockouts on Transient voltage complies with ANSI C62.41 Cat. U C.) the top and bottom of the housing allow A. Integral surge protector is tested per ANSI/ Lumen Maintenance dit t El ' I t rIEEE C62 45 d r b d ANSI/IEEE con en ry. a rlca componen s a e proce u es ase on accessed behind gasketed optical cover. C62.41.2 definitions for standard and optional waveforms for Location Category C High. Light Emitting Diodes Hi--flux/HI-power white LEDs are tested in Finish accordance with IES LM--80 testing procedures. Housing receives a fade and abrasion resistant Warm White (3000K), Neutral White (4000K) and epoxy polyester powder coat. Finish tested to TM-21 Lumen Maintenance ihaas) at 25-C Models M 50,000 At 1W,am ES1-24H 99% 975 EU 49H 97% 93% Cool White (5000K) with minimum 70 CRI are withstand 5000 hours in salt spray exposure Warranty standard. LEDs are 100% mercury and lead free. per ASTM B117. Finish tested 5000 hours in UV 10-year limited warranty is standard on N wO exposure perASTM G154 and meets ASTM D523 luminaire and components. 5-year limited Optical Systems gloss retention. warranty on motion sensor and photo control. 3-year limited on Emergency Battery r 4.1 x The OMNILens'" system creates a low warranty brightness source to reduce glare with precise Listings/Ratings/Labels System. Wide or Forward Throw distributions. Lens cover Luminaires are UL listed for use in wet locations Qi is UV stabilized, vandal -resistant and emergency lighting in the United States a polycarbonate. Luminaire produces 0%total and Canada. Ambient operating temperature W Zlumens above 900 (BUG Rating, U=0), is-40°Cto 40°Cwith no accessories installed. a Entire fixture maintains an IP66 and IK10 rating. Design Lights Consortium' 3000K, 4000K and Q 5000K qualified product. Assembled in the United States. International Dark Sky Association W E-i listed. Color Specifications O Z EF�---�i W Order Code Color RAL# Pantone I Equivalent Gray 7040 429C Gy BK Black 9004 426C DB Dark Bronze 6022 BLACK 2C WH White 9003 11-0601 Natural NA 9006 N/A Aluminum o ~ a E-1 a E- a a Er E U -- E-F O w per,Jim SHEET NO. C-405 SHEET 24 of 25 PRESI VED S10PE ZONING i ; f�,MANAGED SLOPE ZONING�+n ( \ \ r \ \ \ SCALE: 1"=20' * t VARIABLE WIDTH FOREST AND OPNN SPACE EASEMENC C .. z 0 02 /i \ y \ 9 WW '\ \ \ 0 �' z / / /I " 6 \ —_ — -- --- A A W z 4M45 TMP 77-40N azo i �@ \ \ TREM COMMERCIAL RENTALS, LLC / ' TMP 77-40M\ N o Z z —� `� DB 2893-653 -� / \ H5, LLC \ - Q, �o� >" o CU / PLAT DB 5033-635 `\ ZONE: LI _ Q 6 * w E.. ,m i ZONE: LI FENCE �Iv i �341 i vv l USE: --STORACE WARREHOUSE x o a o U Z o CHP�N4�N USE: DIET. 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