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Home My WebLink AboutSDP202000029 Plan - Revision 2021-04-21L 0 0 Gr, � N o 0 00 CHARLOTTESVILLE TMP 56-87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON ' WB 2013-163 s I I Refer to Sheets C-102 C-201 I TMP 7 C— 2 0 3 ELEMENTAL ECOTECH, LLC DB 4796-325 14.06 ACRES C — 2 0 5 ZONE: LI ' USE: VACANT C — 2 0 7 �f I I I I - — ------------- TMP 77-4OC2 KR NER DB 3155-18 --- Refer to Sheets ZONE: LI I , - USE: DRY ' nB*Ar s aegT C — 0 1 - - - -�- - - - CLEANERS , , _. B(6o BowBWc Bp1 . _. ' 0 - —200 C— 202 I � C— 204 i 0 AY BTBB 56YBM \ l/''�` 6B' BPBAOw 63B fiA _ I NBWU6 6�TYBm _ = i .. C — 2 0V _ O i E% MX-J FCS m TMP 77-40B ELEMENTAL ECOTECH, LLC DB 4796-325 N TMP 77-40 a - -'� _�A---`"---- MARTUC LLC _ ) D.B. 3847, Pg. 332 ZONE: LI USE: DIST. WAREHOUSE / / ucl—•X=a------ TcyJ2]dtl __- ___ Inv. N-31a.80 Inv aE 1 E / I � / I S 5T0354- E '------------------- �w --- m 46.00' 2g$ N 57.03'54" W o 162.00' bi 44 Existing In Building __----� Existing Asphalt Parking TMP 77-40M �- H5, LLC DB 5033-635 ZONE: LI USE. DIST. j WAREHOUSE -0E 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 v v v MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 1 PARCEL OVERVIEW -10 SCALE: 1" = 50' sy\S 3gS.9 Sx � TMP 77-21 RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 ZONE. LI USE: DVACANT CURVE ARC LENGTH ADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH Cl 58.94' 08.40' 8*16*07" S 21'39'54" W 58.89' C2 123.70' !408.40' 17.204" S 09028'05" W 123.22' C3 441.05' 65.25' 69'i1'08 N 34.45'24" N 414.73' 0 50' 100' 150' 7q^07'11" W C© •u� EM� 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 36p 81 TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT Existing Industrial I building TMP 77-40N TREM COMMERC L RENTALS, L DB 2893-653 DB 907-684, PLAT ZONE: LI USE: STORAC WAREHOUSE I i Existing Industrial building I I I y I / II 7 TMP 77-38B �J RIVANNA WATER & z SEWER AUTHORITY m DB 768-277 ` DB 616-135, PLAT ZONE: LI USE: VACANT TMP 77-40A " _-_ -------- ' RIVANNA WATER &,--' SEWER AUTHORITY I DB 565-288 DB 331-554, PLAT -_ ' - _ ------ ZONE: LI I I i I I USE: VACANT - MCI_N'. a. /OS Rlm-J1 I ZV 3B• Inv. In-.xa.]6 4 Jp" Inv M-J09.]9 I o• My a -JBB6B a O / / /4 SDP 202000029 A MAJOR SITE PLAN AMENDMENT FOR WOOLEN MILLS LIGHT INDUSTRIAL PAR] 7 ��`� �` TAX MAP 77, PARCEL 40B SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA C)z Purpose of This Amendment 0 1. The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. � x The Intersection of Ford Road and Moores Creek Lane has not been revised. < E- 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. New easements were recorded in DB PG . z a a 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on oa a C-401 and C-402 for reference purposes only. z x Fa rn x SITE DATA A U SITE PLAN NUMBER: SDP201600076, SDP201800065 Z � Z ZMA NUMBER: ZMA201800017 Z WPO PLAN NUMBER: WP0201600072 p r\ o LEGAL REFERENCE: TM 77, PARCEL 40B n -a RECORDED PLATS & DEEDS: DB 5210-304, DB 4796-325, DB 4673-132, DB 4790-637, DB 4935-90, DB 4797-416, DB 676-326, DB 4893-401, DB 4797-428, Z rn rii 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, H > C'2 w DB 5177-1 I�- > a 124 A OWNER/APPLICANT: ELEMENTAL ECOTECH, INC. co a 809 BOLLING AVE, UNIT C x F .. CHARLOTTESVILLE, VA 22902 * w Elw MAGISTERIAL DISTRICT: SCOTTSVILLE Z Z a P4 x ZONING DISTRICT: LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) P W t U PROPOSED USE: USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE. Z PARCEL AREA: 14.06 ACRES a � Z PARCEL ADDRESS: NOT ASSIGNED W SOURCE OF BOUNDARY: PLAT RECORDED IN DB 4893, PG 401 SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 2015 OFFSITE TOPOGRAPHY FROM ALBEMARLE COUNTY CIS DATA. TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018. FLOODPLAIN: PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D, EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP REVISION DATED FEBRUARY 6, 2017. 100-YEAR FLOOD ELEVATION IS 324.00. SWM VOLUME CONTROL: AREA OF DEVELOPMENT IS LESS THAN 1% OF TOTAL DRAINAGE AREA. SWM WATER QUALITY: CONSERVED OPEN SPACE AND PURCHASE OF NUTRIENT CREDITS. PUBLIC WATER SUPPLY: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. BUILDING SETBACK: FRONT MINIMUM: 10' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. FRONT MAXIMUM: NONE SIDE AND REAR MINIMUM: PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. SIDE AND REAR MAXIMUM: NONE IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEE FROM THE DISTRICT BOUNDARY; AND (ii) NO PORTION OF ANY OFF-STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY. BUILDING STEPBACK: FRONT: FOR EACH STORY THAT THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15'. SIDE AND REAR: NONE BUILDING HEIGHTS: MAXIMUM STRUCTURE HEIGHT: 65' THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGIN ABOVE FORTY (40) FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20. FLOOR AREA RATIO: TOTAL BUILDING FOOTPRINT AREA: 145,413 SQ. FT. TOTAL PARCEL AREA: 612,629 SQ. FT. 145413 SF / 612,609 SF = 0.24 FAR PARKING SETBACK: FRONT MINIMUM (OFF-STREET PARKING AND LOADING SPACES): 10' FROM ANY PUBLIC STREET RIGHT-OF-WAY. PARKING: REQUIRED: ONE (1) SPACE PER EMPLOYEE ON THE LARGEST SHIFT PLUS ONE (1) SPACE PER FIVE HUNDRED (500) SQ. FT. OPEN TO THE PUBLIC FOR CUSTOMER PARKING BUT IN ALL CASES A MINIMUM OF TWO (2) CUSTOMER PARKING SPACES. ONE (1) LOADING SPACE IS REQUIRED FOR THE FIRST 10,000 SF OF INDUSTRIAL FLOOR AREA AND ONE (1) ADDITIONAL SPACE FOR EACH ADDITIONAL 20,000 SF. PROVIDED: PARKING REQUIREMENTS FOR EACH BUILDING WILL BE DETERMINED WHEN ZONING APPLICATION IS SUBMITTED FOR APPROVAL. 97 PARKING SPACES ARE PLANNED INCLUDING 10 HANDICAPPED ACCESSIBLE SPACES. 8 LOADING SPACES ARE PROVIDED TO SERVICE A TOTAL OF 150,000 SF OF INDUSTRIAL FLOOR AREA ANY ADDITIONAL PARKING SHALL BE PROVIDED WITHIN BUILDING FOOTPRINTS AND ADDRESSED DURING ZONING PERMIT PROCESS IF ANY SITE PARKING IS NEEDED THEN A SITE PLAN AMENDMENT WILL BE SUBMITTED FOR APPROVAL. MANAGED SLOPES 1. THE DEVELOPER IS PROPOSING TO DISTURB PORTIONS OF THE MANAGED SLOPES ON THE PROPERTY. FOR THESE LOCATIONS THE DISTURBANCE IS BY -RIGHT AND THE DEVELOPER WILL ADHERE TO THE DESIGN REQUIREMENTS OF 30.7.5. o 0 2. A 19,645 SQ. FT. AREA OF PRESERVED SLOPES WAS REZONED TO MANAGED SLOPES AS SHOWN ON SHEET C-406 PER ZMA 201800017. w F QC> CO r- CO C\2 o 2 o PRESERVED SLOPES 1. THERE ARE THREE LOCATIONS WHERE THE DEVELOPER IS PROPOSING TO DISTURB PRESERVED SLOPES. THE DISTURBANCE IN EACH LOCATION IS BY —RIGHT PER 30.7.4.B.1.(C), WHICH ALLOWS DISTURBANCE OF PRESERVED SLOPES FOR THE INSTALLATION OF PUBLIC FACILITIES. ALL FOUR CROSSINGS WILL BE COMPETED AS CLOSE AS PRACTICABLE TO PERPENDICULAR TO THE SLOPE, AND WILL BE CLEARED TO THE MINIMUM EXTENT POSSIBLE TO INSTALL THE UTILITY AS DIRECTED BY ORDINANCE. z A. STORM STRUCTURES 2. 3. &4: INSTALL PUBLIC STORM SEWER ACROSS PRESERVED SLOPES LOCATED AT THE LOW POINT OF THE SITE. THERE IS NO OTHER VIABLE OPTION TO ROUTE THE RUN—OFF TO MOORES CREEK, WHICH IS WHERE THE RUN—OFF CURRENTLY FLOWS. E P. B. STORMWATER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET a ALONG MOORES CREEK LANE THEN TO MOORES CREEK. THE RUNOFF CURRENT FLOWS ACROSS MOORES CREEK LANE, WHICH IS CREATES A HAZARDOUS CIOz n z z z CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. w �4 C. SANITARY SEWER A, B. & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE. THERE IS NO n 0 0 CD 0 CD 0 CD 0 OTHER VIABLE OPTION TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER SIDE OF MOORES CREEK LANE. z z z z zzzz 0 U 0 U 0 U 0 U z / I Land Use Table SHEET INDEX FOR SDP202000029 Description Pre Development °a Post -Development °a (2)Buildings 0 0.0a/o 73,084 11.9% x II C-100......... COVERSHEET Paved 18,300 3.0% 130,781 21.4% 24 C-101 EXISTING CONDITIONS & DEMOLITION PLAN Pervious 594,228 97.0% 408,663 56.7% I ........ C-102 ........ EXISTING CONDITIONS & DEMOLITION PLAN Total 612,528 100.0% 612,528 100.0% Z W a v C-200 ........ SITE PLAN :u C-201 ........ SITE PLAN Q 1-4 E-I C-202 ........ GRADING PLAN SHEET INDEX FOR SDP201800065 SHEET INDEX FOR SDP201600076 C-203 ........ GRADING PLAN C-100......... EAV£SITEI�F(AMENDED) SP1.........CFIEE� W �w x C-204 UTILITY PLAN (AMENDED) Z i/] U] / ........ C-205 ........ UTILITY PLAN C-101 ........ C-200 ........ (AMENDED) SITE N (AMENDED) SP2........ SP3 ........ �Tr>;IF:S (AMENDED) (AMENDED) �I W C-206 ........ LANDSCAPE PLAN C-201 ........ GRADMIS Ph7V4(AMENDED) SP4........ LAY9t}FPEMN (AMENDED) d Q C-207 LANDSCAPE PLAN C-202 ........ (AMENDED) AMENDED SP5 ........ 6R kDRiG PLAN (AMENDED) ) 0 Z ........ C-300 ........ STORM SEWER DRAINAGE AREAS C-203 ........ E�HS� (AMENDED) SP6 ....... SP7........ E� (AMENDED) EffilffRI16 PEAN Ra\road Tracks Z O ~ C-301 ........ STORM PROFILES & DRAINAGE CALCULATIONS C-300 ........ C-301 (AMENDED) UTILITY »ET -TES (AMENDED) SP8 ........ (AMENDED) SIGHT DISTANCE PROFILES C-302 ........ UTILITY PROFILES ........ C-302 ........ (AMENDED) SP9 ........ DES (AMENDED) a Q-.i T C-303........ UTILITY DETAILS C-400........ FASEMEfff PEAT (AMENDED) SPIO....... (AMENDED) Br E- a C-304 ROAD PLAN, TYPICAL SECTIONS, &TRUCK ROUTINGS C-401 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN SP11 ...... S "''nT" RV SEWETI PROFILES (AMENDED) Cpr1tan pVe. °odwo E" W a F ........ C-305 ROAD PROFILES & SIGHT DISTANCE C-402 ......... APPROVED SITE DISTANCE PROFILE SP12 ....... (AMENDED) y Sf SITE F w E- H ........ C-403 ......... LIGHTING PLAN SP13 ...... (AMENDED) C-306 ........ SITE DETAILS SP14 ..... DEFIES (AMENDED) TOo o w C-400 ........ EASEMENT PLAT SP15 .... DEES (AMENDED) °5 a C-401 ........ EASEMENT PLAT SP16 ..... �'r� (AMENDED) 11 6�) SHEET NO. C-402 ........ EASEMENT PLAT SP18 (AMENDED)°�\ MAINTENANCE OF TRAFFIC PLAN P � C-403 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN ..... (2;10 C.l,,,,,,,,,,100 C-404 ........ APPROVED SITE DISTANCE PROFILE C-405 ........ LIGHTING PLAN 2 VICINITY M A P C-406 ........ APPROVED APPLICATION PLAN FOR ZMA 201800017 C-10 SCALE: 11)= 2007 SHEET 1 of 25 go STREETU��A DWAY 115 \ --- EXR A E1 ruT/ I /Po B O ROUTLIC Rom -- tea— / PUB _OA r�1// 'I 11 a n_ 0 �r icqty cv ---�- \ \ \ 20' 0 20' 40' 60' � ¢ F _ \ I / I I \ 11 ,C 370— / j j �k ////� ///� �i i � '� / 0 \ \ \\ 90 iI I \\� SCALE: 1"=20' z E- 6 �w P J101 Wp1ER P \ IA Q v z A p / 4 $TREE MENT ,�''' / / /-/// k �/ �// // �' / / ��--- -- o°° \ \ I- o pWAY EASE ---i x / ,, —�� \' —'I II \ Q w BROA ACCES326 \ / ✓ / /'k / / / k , `� / / / �a� / / 9°s�9O5 \ \ �li i I �- LEGEND w 1 PUBLIC 6ry5� tom.. / / / / �I/�' / / / 9°sue ° \ _ I / / \ DB DEED BOOK Q 66 DBE '// /� k �/� / -- \ \ PG PAGE MH-3 I I� FH FIRE HYDRANT WV WATER VALVE FFE FINISHED FLOOR ELEVATION Z WM WATER METER I I ]LIFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE a o PSL PARKING SETBACK LINE .� k/ PP POWER POLE a W rn k'k�k k 1 I ( I / \ I� \ SCC STORMWATER CONVEYANCE CHANNEL O WP WALL PACK Z o O --- ULD--- ULTIMATE LIMITS OF DISTURBANCE �� 0 W k I I I I I/ I� --- TP ---- TREE PROTECTION FENCING W a W 20 �/ > \ --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT O' k k k k 1 I I \f ----- — I11 II� \ � xm .. I 11 \ * w t, k k k k k Al I I I I \ �oz ka k II \ I \ PRESERVED SLOPES PER GIS p MANAGED SLOPES PER GIS W - U k k/k k k k k k k k k k k / I I EXISTING TREES TO BE REMOVED Z 9 I O v k EXISTING k k 9s 1 I ®VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT a Z I k Al TREES k X 9°s I ii I w �---- w-` k � k Ilk (TBR) ti z \ to I I 1 kl k l kIk I Ik k I k l k I k I k I k l I k k EX------_� J I I a I I� I Ik I l k Ik Ik I k l I kIk I k I k/ k / k I a \ I k I k l kIk I I k Ik I I k Ik k k I k \\ \ k �k I k k / \\\ 4O24S Existing Industrial Building / I I D 11 I k I Ik I x I k I k \ k k k Existing I I I \ o I I I kl I k Ik I I k k k I \ III As halt l �I I ❑ Z\ \� I I I klkl k kl I k k l Ik k k k kIk k k \ k >k k k I \\ _� Parrkin I I a\ 1 1 k 1 1 I kl I I k I I k I I hl � k \ k k g I I I I I k I k I Ik Ik k k I k I I k �k \ k I \ X I I I k I I k X k \ \ I k k I I I I I 1 l X I kl k l Ik I kIk 1 k1 k k k \ \k k\ k k I \-----__ / I k \ \ k 1 I k I k k I k l k \ \ k 1 k k \� �\k k k \ x`\-k k k \\ I II I� °\ k k\ k A- A_ \ k\ \\ \ \k k k k k 404, I k \ k\ k \ k \ \k k k 1 1 k\ k I k k \k kk \\ k k \\ k k If' SAWCU�LINE I \ 1 X \ k \ k k k k /T I \ Ik X. \I \ m 1 I I 1 I k k l I k l kl \ k k\ k k \ \ k \k k \ EX CONC \\ m I I k k k k k \k k\ \ k \ k / \ ASPHALT RETAINING WALL �------------- 1I kk—— >�— ORTION L\--------------- Ik l \ l \ I 1 I I I I I k l k I I k Ik \ k \ \ k k k X k\ \ k \ 6' HIGH CHAINLINK FENCE II T ITW=403.1 \ \\\ I I I k k1 1 k \ k \ k k TBR \ II \402 I I I I I I 1 \k k \ EX. CURB EX 22 I \\ I F '� k EXISTING k \ k k k k I I I I I I I I m \ k \ k k \k 1 SIDEWALK / QI I I I I I I I k \ k\ k\ \k k TREES k k \ k k k k k (TBR) / ,�k I k \ k k k k \ \\ II I I I \ X k\ k\ k\ (TBR) k\ \k k k k k k\ \k k k 1 1 \ Al k k% k\ k 1 I 1 I I I I I 1 I k\ \ k\ \k \ \k \ k\ 1 I I I I I I 1 kIk I \k k k k\k k k \ k �\ \\k k\�/ h��_-- k\ k 1 w \ I I 1 1 I \ k \ k k \ k\ k \ \ k\ k k k j k k k ------ U k w building k\\ k X k\ \k k k k / k o_ \ --- Y \\ Existing Ind 1 I k l k \ k 'k\ k k \ k k k\ k k k k k\ k k k \------------02 --- I V' z I \ 1 1 1 I I k \k \ k \ k \ k \ k k- k �I w� z \ k k\ k k\ k k\ k'k\\ k k� k k ) k k k k k k >( k k k k k k 0 \\ k I I I A- l I k\ k k k k w\ \ �a. I hl \k k\\ k k k\ X k k k \\ k k \k k k k k k\k k k k k _ _ k \\\ I XI k k k k k k \ k k \ X/ k k k. 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I I \ \ — �I T N \ a k _ he /k Z kj k 3 r/ h\ \\ \ A\ k k ��/k�� \� \ \ FF\I k k k k - N I I \ k k\ \ k \ k k� \k _ k k k�kb ljr k\k 'k k k k/k \\\ k --- k kl o 0 0 0 o m Z k \k \ k\ \ \ �% k \ k \ k k k k \k k k k �X �' j �\ \ - -/�--- r a -__ -�-- �I I IW \ \ \ k-k ,k k\ \ k\ \ \ k \ k \ k k I k X k k -/k k / k/ �k Jk / k \�\k�\k \ k k k k �� k a la --_/I_\ ��----�__-�---- \ k\ k k k -X -- k �I 3 O O O O I \ k� \ \k \ \k \ �� k k- kL k k /k k �r -- k\ k k k k k _ \ \ k k k k 8r� k k k k k / k/\\� k --k //k k k k - —a- \ k \ k k k k k \\ h\ X \ \ k\ \ k \ k� k Ik k \��k k /� k / k/k - k // k _ k \\ \ k\ \ k/// k k k k a \\ \-- - _ -- I o \ \ \ k \k \ k \ \k \ k � — k k - k----k /k k /k //k �� \ k � \k\ k k k k k X ---�-� -__ ----�--�- z CQ c, 't ? k k k k k k k k k k k k k k - k k A\ k\ \ k k\ k k \ X k k / k �/ k/ k/// INC k k k\ k \ k\\\ k k k h� -- Al -k�-- X k k \ - -- °I� �k Al 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\ k k \k k k k k k IN( k - a s a I \ k\ \\ k\ k \ \k\ k k k k k k / k / k/ / k k \\ \�1 k k k k k - a k k \\ \ k \ \k\ \ k\ \k _k_-\ k Ik 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\ \ \k \ �- k ` k \ k k k / k / k /-k- kk k\\k ��\ k k \k k\\ EXISTING k k �k \ / k \ \ k \ \ k\ k k k kk- \ \�--/ a3 z -\ k \ k TREES k �k k k k\ k \ k k_ k k/ X k / X k _ _k �c\ y� \\I k \ k k\ k k k k Z \k k\\k\k\k k//k �\k k k (TBR) k k k k k k k k kk k Z \ \ \ \ k\ k \ k k\ \ k\ \k \ �k k k k k / / k ki / k /ki k k k k k k \ \ \ \ \ \ a O \ \ / \ \ \� - \\ \ \ 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 k k k k k Q -- - E- a � k-� k� \� k\\ k k k k k k k k k k k k k k k k W E� Z \ \ � k k /k / k k / k k k /k /k� k / X k k A-\\ k\ \ k� k \ \ \\ k\\ k k k k k k k k Al O \ \ \ \ \ \ o0 \ k \/ U1 O r \ A \ k- k \ \k \ k k k k Alk k k k k k \ \ \ k k\ \ k / k / k / k/ k / Al _ \ \ k�- � \ \ k k k k k k IN( k k W� U r \ \ \ \ \ \ \ � k >�r \ k\ k k/ � k k/ � � � k � k- _ k k � �� k k k- �r \ k k \k / / k / k k EXISTING ' k \ \ \ k k k �/ k \k k k--�k k\ \ o \ k k °rkl k k k k k \ k \ k�I \\ k / k/ k/ TREES /k' k k \ k \\ k \\ _� k � �\ k k k k k k k X k k k-k— k W U] f� k \ k �k \ \ k / (TBR) A- \ ZC \k k \ \ \ k k k k \ k k k - 3? \ k III k k k k k k k ° T k k \ \ \� k k k k k_ / /k k k� \ k �- �k� k --- X k k \k k A- A - Al F w j� ( k� \ \ \ \ \ \ X \ k \\ k k k / k/ k k k k �k k k k 0 * a a T x 1\ k �� \ \\ \ -k\\ k\3j� k \- X k' k k k k/ Xi/ k -- k -� k k \ k k k� k/-�k \k�kl�� k -� -- k k k k \\k k- k k W - W \ 1 k \ l "` \ \ \ \ \ \ �k\ \\�\\ \ k k k k / k / k k / k k k \ k� �- 9 - k- -�\�� k - - -X k - - - k F F ( k x `1 \ \ \ \ k \\ k �k k �A- �F /k / k k k \k k\� k �e --_ k ��\ �� _ k - X ----jy E- 1\ \ \ \ \\ _ k/ / k / k k \ k k k k ' >k \\ \ \ \ \\ \\k\\k \k k k- k-- k_ -k k / k/ Al // W k / Xk\\ \ \ \ \ \ k k -- Al k /'k / k k / k k \\ k\ k k k A- k k\ _ a �kk-----------_ k_a X` > �k \ ( A- / X A/ / k -\ k\ k �k k k k - �\ \\ � k � - - -- - ' SHEET NO. \( n/ \ \ \ \ k-xC`\\ k \�� k k k k k �' / �/ k / k/k /-k k- k �\ \ k k �k k k Al k k k k k \ k\ �\ - < A- k-X \�\v k�7 \� k\ I O I REFER TO SHEET C-102 SHEET 2 of 25 REFER TO SHEET C-101 ti . xia r Or 1 ( \ \ \ \ \ Y-_- \\ X irk /� k x k EXISTING �� k k �\ r ___ �� \\ \ k ` k ` k -=_k �k k k Ora \ \ \ \ k k \k i \ \ G / \\ \ \ \ k ��\/k k / TREES '�� k �` \\ ti k k\ a o k k k k \ k k \\ k k k k k� X k \ k k k k\— ^ (TBR) / k' k k\ \k��\ ` X /I \ �k \ _ k�� k k k k X k k k \ X k k k k k X / 3� \ k k k k k k k k s\ k k k k / k/ k k k k �Y -k k k° / /kk-__ k k k \ k k k k k / /k / k - _ k - k X \ k X k k- k �k \ �k -� k k \ k k - k * ca gyp, P k / k � \ � �k �F / k / k k k \k A-, � k \ � k —k � k _ k / k / k- k \ k � k � k k- - k k �F� \I� k� -•� k1 � -->F- k -A - k , - -X k k // W k / kk�\ k X — 0 z k k �'k / k k / k k �� k\ kk] o Al k \ \ \ \ \ k\ k �k _�------- k \� k k X X k /� W� k / k/k /-k_k - X �\ k \ k �k X k k k X k k k � X\\ <\ k _ k k --- �- � �' x X9---- 1 \36� k k� k k— X�k \ k �2 <1 k\�I k k k k _ _ ° ¢ F o w w \ k \ \k\ ------ /k / ki iX k \ k \ k k k k k \ \k k \ k k k E .a as w w -k- k k k k k k\ k k k k \ \ k ° k \ k k k -- z 6 \k �V k k k k k k � Q z a r� ----� k �?\ k\ k \ k �Ci� �\ �t� k k o w w \\ \ \ \ k\ k \ \ k �� k� k k �� k k / � �/ k\ \� \_ k k k k �k \ k \ k� k k k k 0 ¢ z x Al k \ - k_ k k k k k �k \ q?t� �kx_ k �k k a k\ \ k F k Q w \k k\ � k �'�—�r---�� \ \ \ ( k \ k \ k 1 k �� \/ k k k k/ k k -_ k kk\ k k k y Q k \ k k k ki k k� k __ k-_ k ��k' X/ k / k k X -�k X �k \ k k -�---k k---X -k-- k X \\ k k\ \k X\ k \\ k k \\ k� k X k k \ \ \ \ k \k -k k k \ \ \ \ \ k X \ k k \ k k\ k�X I\ k - k-\ k k k �/k k k k k \ k k Al k k \k k k -7k— — \ --\\ k \ k \k \k X k �� F � \ k k 1 k-_ - k �k_ k ---k-� k k / k k - k �� k 3c - k k k W� \ \ \ k\ k\ �� I k - _ k k k �� Jk---\ k k k k --- ----k� k \k \ k Al � _k �k k k k\ / kAl k k k k \ k k k k k � �\ A- -I(- k\ k k k FEN Z 4zos k --� k� -k k X �� k k�35 k k k k k k k k k k— k _ k k\\k k k� �k\k �k. X \\ X \ X \� k \ \k X ��X -- k k �'k i�X �o vel �0 ?r X \ X \ k k o, R I /N/ k \ ---- _ k k X�'rr' k k _k -k-��k��h X k�-k _X k k k -k k \ k �\ \ k\ \� X\� yl--------// // a ��o �c� / _ _ k 4 _-k _ k k k X\ k k \ \k X \ k -yl _ - / Z`j6�w k k k--- k k k k Al \ k` \ k` y? -__- / O >Caa \ \ \ ------ / INC_ k k k �k k ��k k k �� k\ k �k W k k — k k _ k - X k k\ k \k -- Q'WaWco Al Al k k �k k k k_ k _ k k\ k \k \ \ __-__- �UycoP \- / �D _ k k k \ X k IN( Fz EXISTING � goo X' \ _ _ _ / - k - - ohp \ _ _ _ _ — k —k- — - TREES X - k k- �- _ k k k \ \ \ \ a ¢ a. - - - - - - - - - - - _ - _ - _ y \ \ \ _ _ _ _ - - _ - - cx� 8', — °n _ _ _ �r - k k k - k k k k wgTFR Pafl \- _ /- _X_fY- k (TBR) k X- k k k X --� k -X k X OE\\ \ \ \\ \\ W RRnCh`hor gCSq \ \r °Fp -- -- - k Al k k k k k k k -�\REF \ \ \\ \\ \ _ _ k - k X - k ---�---mac _ k k n _ k k\ ° ZZ Install temporary chain link � \ � \ \ \ \ \ / / fence during installation of ° \ \ \ \ \ \ \ \ \ / / // / (jy sanitary sewer. AA -- ------ 8 CNq/� 9e M�ARIABLE�EK LANE--------------------� ■�� `. �� ` P k �\ - - _ _ _ \ \ \ \ \ \ \ \ \ \ \ \ \ i % / / // \ F/yCF N GINk PUBLIC'D CESSWIDTH EASEAfE \ pp— �;-------------------- _ - -- portion of existing _ Do- RemoveyR FEMq ------- ---------- sanfenitary sewere as lr.ed to Replace _ _ \ \ _ FloodPlain fence after sanitary has �INV 319�6 ------beQr installed. /MCI-MH-04-_--___ Top=327.10' _ - 30" Cla _ MCI-MH-03 I / I IRy1n-310.90 - _ - Y (RWSA) - �� Rim=322.64' J / i Inv Out Inv. In=310.36 =310.80' - I —a Inv ut=310.26 j INV=319.0 \ \ \ � ' \Q' lRwsPl / / � ' � / / / II C' X X k k k '` i k k // \ \ � � \ ,, • I EXISTING x/ /' // // II k k k k k k TREES II k = (TBR) , \s T / MCI-MH-02 S / Rim=319.20 30" I� Outin 308.79 308 69' t coo � c��i ci --- / \ I \ \ \ \ \ \ // �� z FH FLOOD HAZARD a / / I OVERLAY DISTRICT F F F F w w w w r z z z z i97 Zo / EI Q LEGEND / \ � � � \ � \ ' � / / a W / , o DB DEED BOOKPAGE _) \ / N FH IRE HYDRANT' , \\ \// / I \\ F W F W WV WATERVALVE \ \ \ / E a E WM WATER METER c FFE FINISHED FLOOR ELEVATION / \ /\ / \ \ w - E-' ,co o UFE UPPER FINISHED FLOOR ELEVATION , / \ \ // // \ \ / O w �co BSL BUILDING SETBACK LINE PRESERVED SLOPES PER GIS / \ \ \ \ ✓/ // / I / a PSL PARKING SETBACK LINE PP POWER POLE 7 7 7 MANAGED SLOPES PER GIS / \ \ \ \ \ \ / / I r / / SHEET N0. \\ ,T SCC STORMWATER CONVEYANCE CHANNEL 0 20' 40' 60' WP WALL PACK + + EXISTING TREES TO BE REMOVED \ --- ULD--- ULTIMATE LIMITS OF DISTURBANCE _ / � � � J / ItC-102 / --- TP ---- TREE PROTECTION FENCING ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT / \ / / SCALE: 1 0' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT \-cc\ i \ I I I / SHEET 3 of 25 9 �y W W � 2� N� 2� �a w I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a � a��a CI <� -a a ------ Enndd of ACSA public sewer Total V �J �•, h r+ 6 - a a Floor Area Warehouse Employee Employee Customer Customer q, ,,�� a a _f- Total Floor Opento Floor Area No.ofEmployees Parking Parking Parking Parking a a a �� Building Area (SF) Public (SF) (SF) on Largest Shift Required Provided Required Provided'\ a a _--------------------- 1 14902 1000 13902 10 10 10 2 2 PCo `v a 2 9032 1000 8032 5 5 5 2 2 \ a a -------------- 3 8140 1000 7140 5 5 5 2 2\ DwAY STREET 4 7748 1000 6748 5 5 5 2 2 �OQ $RoA TE 1116w) ® M a`y 5 7450 1000 6450 5 5 5 2 2 N Q 4 ,,- R'ol BLIC R/ _ _ - - / 6 6110 500 5610 5 5 5 1 1 (60 _ 7 41925 1000 40925 15 15 15 2 2 8 3500 500 3000 3 3 3 1 1 a a a 9 4250 500 3750 3 3 3 1 1 0 0\ x a a a a _ 10 5280 500 4780 3 3 3 1 1 co x �a a 11 2816 500 2316 3 3 3 1 1 ° a a a : d F a a a a 12 22460 1000 21460 8 8 8 2 2 o W a 13 5800 500 5300 3 3 3 1 1 z a a j 14 6000 500 5500 3 3 3 1 1 Pa Q m w w Totals 145413 10500 134913 76 76 76 21 21 Ca W U Total Parking Spaces Required =97 Loading Spaces Required Fa T ■ l Total Parking Spaces Provided =97 1 space forfirst 10,005F of Industrial Floor Area ,S AY STREESgMgj4T ,,-- a p a a a a 1 space for each additional 20,000SF of Industrial Floor Area. / BROAD ACCES 3�6A N NewRetaining Wall E a j 1+(134,913-10,000)/20,000=8 Z a: p1JBLICB 6%5� ch . 1 a a `� w/Handrail a Loading Spaces Provided Z y6 D a Max Height=22' EX MH-3 i o - i a " a LEGEND o F DB DEED BOOK o utlet S a a PG PAGE * F 0 r to PO C-612) a a a a a FH FIRE HYDRANT ��I Z 5 C o v a d WV WATER VALVE m a a " WM WATER METER 0Ny PWO �.. o FIFE E FINISHED FLOOR ELEVATION F� W •� W Z a ro a LIFE UPPER FINISHED FLOOR ELEVATION> UX Cod 6 M a a a a I BSL BUILDING SETBACK LINE UCa � o W O v m cu r= 0 z m o -i m D o � I A 0 � w o z W c C r=- 0 s � z o C y m D m c-> �I o A � o Lq New Retaining w/Guardrail - - - - - - - - - - - - 1 Loading Space I (Detail 7/C-30 35.0' o 13 C6 1-STORY 5,800 SF FFE=393.50 a aPOWER LWER SETBACK LINE *Z WC4 EPPPOOPO EJW a Wx pqa aa SCC STORMWATER CONVEYANCE CHANNEL Ea aa ' WP WALL PACK14.0--- ULD--- ULTIMATE LIMITS OF DISTURBANCE OSa s a I --- TP ---- TREE PROTECTION FENCING W 0 U aa --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT W aa PRESERVED SLOPES PER GIS a I aaa40a I v v v MANAGED SLOPES PER GIS W 14 I � li + + EXISTING TREES TO BE REMOVED aII ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT YBBT A a 2-STORY L_ I � SITE PLAN NOTES: 3,000 SF/FL - �� 6,000 SF 1. REFER TO SHEETS C-400 THROUGH C-403 FOR EASEMENT PLAT. o FFE=394.0 0 co EX-0 i � 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING Co A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER R,7 V THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. X ' '° 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. vv� G-12 Existing Industrial Building 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE CG 2 Existing MARSHAL OFFICE FOR LOCATIONS. 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE 8 S aces @ 9'x18' \\„ Asphalt FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHALL BE ISSUED UNTIL ISO NFF IS CONFIRMED. 1"WMI _ _ _ _ _ = Parking 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. 9.5' , N � ^ti `V M 1 "WM S 5R 1 P CG-12 / OO b® oa Spa es Ca 9'x1 FH 5� cG-2 a. p I a ew Retaining Wall C I s� w/Handrail a `o Max Height=15' e m Ln 3 p cc-1z �YBBT YBBT Guardrail 14.0'------------- 12'x35' I I 13 I Loading Space 1 11 N -(Detail-7/C _- - J CG-125�., 4 PO F 1-STORY 6,110 SF > G1=374.00 FFE=385.00 `B6T -YSBT� New Retaining Wall w/Handrail Max Heiaht=11' 12 2-STORY 11,232 SF/FL 22,460 SF GFE=388.00 FFE=398.00 Dumpster (3/C-306) 12 CG-2 23 5' ADA Ramp w/Handrail 2 Dumpste (3/C-3C , 2 Spaces 8'x18' ace Ca? 118, 1 91, O� e 215.0' a a a a a 1°WM a a a a a a °... a a 'F a a a a a a a -- -- ---- s 3=STORY a a a 1 12 x I a a13 975 SF/FL a o 1 7 Loadir� ace a I >k - - - _ L------- I � I G p l i � �o I 5'R EX CONC RETAINING WALL �- --------------------------- TW=403.1 20' 0 20' 40' 60' SCALE: 1"=20' 41,925 SF a a a i tail /C 306) 50R CG\ FFE=394.00 a o� GFE=381.00 LFE=371.00 New Retaining Wall N < p� w/Guardrail a 1 Max Height=7.5' a 1" a 50.0' •�1 „W f. New Retaining Wall M Max Height=2.5' a \ ® �`< 215.0' a ` 2-STORY Co;� 1 1,750 SF/FL 160'R x35' L --__ a 00 SF) 35.0, OH �Oet ding S i 50 OO 2S� 0 CC-2 Trucks aV, a-306� ° 1 a 25. -390. o 0 a a O 2-STORY ® 140'R 16 BELL o 2,125 SF/FL K E MONT VEa (4,=3 SF) a 11NNj)�> FFE=374.00 4�5` 'P 4 �. A' r 14.G''�d ya �11Vatp a ?OR .a 5pC=388.00 i/ 6.0 o b Ws / CC-2 F 9Weir al1 'Clew ' k. a a a /d 14.0' _ai I1 l ° (Refer to 8/C-306) 83 6' Si e 2-STORY wolka a a a0 18 a a aa 4,516 SF/FL O a 2-STORY( ) Ia 0'-)a' 4,070 SF/FLFFE33480 Zr) 0U I 27.6 UFE=368.0 x o (8,140 SF) o N U!1 � o � .S FFE=351.0 0 ( 0 64 �G' h M i o 'o i I UFE=370.5 New Retaining Wall A o a l J 2-STORY I `Max Height=2' o °% \ j r 3,874 SF/FL a REFER TO SHEET C- 201 aaa M N aaa z Existing In building Q 2 U z C ^F E- E- E_ E- F E E E ew Retaining Wall G r4 W W w W w/Handrail & 1.5' Gutter C] o o � o aMax Height-7' U 0 0 a z a a o000 U U U U I a a a a a a a s z++1 �a a s aaaa a a a a a a a a aaaa a o a a a a aaaa a a a a a a W� New CG-6 Channel Q r� CO- 6 200' Z d W R Z U d 88.0' a � w 10 2-STORY C) 7, 0 2,640 SF/FL Z O -- FFE= 37 7.20 UFE=387.20 F p rLi 88.0' E" W E- E E 6'. Can .Sic#Awplk E CG-2 ti w 1 CG-12 1 WM a �0 ' m p 1 rF,SHEET N0. 9 10'18, a C-200 SHEET 4 of 25 REFER TO SHEET C-200 ar w Handrail -- - 14. C. Si C _ O - , 0' 9nc! a a ° UFE=387.20 J 'Max Height=ll' 2-STORY i ewalk ' • ' . G ? S 18 - 4,516 SF/FL o i .� i ° i Wp ° I 1/ � a , O S �.a 88.G �s, S 1 „ o i i u o 2 STORY ... .. a 6. Canc.Sid#6_ Ik .. > • .� - w . 9>032 SF 1 0 0 .. Q ( `; 1 ; a NI 5A i n a I 4,070 SF FL o a CG FFE=348.0 i y M 0 U 1 27.6' / a N . ti o UFE=368.0 1 \`o W i- °i i ( ) a cn 1 � x � 8,140 SF � r � �' CG-12 I n N Ln1 i c0 1 c .c Q Q, r m 1 -a -16 FFE=351.0 0 ® a 1"WM 7 S aces - ey/ qFt o P G o o UFE=370.5 d 0' a a© 10' New Retaining Wall A i p/ av i J j 2-STORY op 1 'x18' Max Height=2' o\ 3,874 SF/FL a g a a 5R 81.4' L----' o m' 88.0' e p (7,748 SF) G_12 e a a a N aaS� zFFE=354.50 ©14a a x0 UFE=372.50 xaS / 5 Sp ces CG-1 ¢ E� sc 18' e , .a', .. �. �\ CO 10 x S 0 �1"WM CG- O 10 S 6 'ET-1 ono ai NO RIGHT TURN ONTO BBT/ > 10 R CG 12 1 2 • a o 2-STORY in z 5 2 a 7 S aces z ca c� FRANKLIN STREET T� 1"WM • 1p, P e © a. 3,725 SF/FL ®1 o m w w Sign 6 10 7,450 SF - x16' z x / . 3. a ( ) CG- a z U ,Mel , � • �';, �� .. FFE=356.0 F � w " x walk.. A. a UFE=375.0 10 � T - - - - - - - - w U Concrete Side a 3 M N Q ,> 5' CG-2 �ORD+s RSA No 5 i' N a Mon ment 30 ;> '.. vate/ 8FH s- Z ®f BkSSign s > ..-.. CPT] 11 S °. >: 69.0' 2st Yl LNG ~ tau St • 122Ft _6 o P ces 1p'x1 10' Q 1 S.iGonc..'Side 19.0' ylVd\FZE F // n .'' YBBT .. w81k, 4 _�YBBT- -BT- YeeT� O© CG- FORD Ts DO CG-2 • • °'. 05 ® yl w/Guardrail 9 ^ a 0 o _U eer ®O O 1L R X New Retain Wall H o yBeT :° 2 ^i r AD E ® Max Height=6' �-- * w , BBT YBBT- o Q �\ 4yp °6 Cpnc�eto 1"WM Si'� `priV, y�Y� � � � ct 0 � � o o-. �,� Sidewalk. �:,.... • � � yl � � Z � � o U 4.>.. 5 �O�c Si&ewa7.. 09� Y� W a w ® WV T C\ 0 58.1 4k U z Monument sign m� o m WP S oQ �) 2-STORY B1° FX� xis/ ver ✓ � �J �� 0.�' x > pove /O.Y O a a 1(2,816 F F)L uar rail y Y� � U rn d rx LJ * WFZw ment T S a a FFE = 360.00 0 Z w oa zo BFE = 340.00 N New 3 S • r 2-STORY © 58. ew Retaining Wall I 60// tee/ � treet der N New Retaining Wall L 7,451 SF/FL w/Handrail 04 o U Fx/st Fs of S9h Vp R/ sw/Guardrail (14,902 SF) EE GE ax Height=10' W eench H ONT CNT 11ax Height=7' LFE=326.50 \RE d W RR S. mark 1 S 9n O FOR p FFE=349.35 S - E/ev \3 2 ROI D 1.8' UFE=359.35 Q 32.42, \\ m � Z B \� Fy 1 1 MU S � OO 122.3' y��ylYl W � - MINIM SL -`---___1_ • �5 YBBT y� New Retaining Wall J \\\\ ,\ -----_ ° • w/Handrail Max Height=7' EA/CyA/N \°9° PUB IVARIABLE IAB EEEyIDLA E-------------------------------------- _ y A ce clnk DB 33> 540SEAfENT i / / MCI-MH-04 / Top=327.10' - - - _ _ MCI -MH-03 Inv. In=310.90 - - Rim-322.64' J Inv Out _ Inv. In=310.36 =310.80' Inv Out=310.26' ' -- ' / Forebay / I .5,585 CF Gabion Baskets / I Crest=318.5 . i / Emergency Spillwa J Elev: 319.00 SAS S TS - - - -- S SE SWS MANAGEMENT _ SWM-1 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 0 0 o MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT SITE PLAN NOTES: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATIONS. 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHOULD BE ISSUED UNTIL ISO NFF IS CONFIRMED. 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. L, O p G�. 5 N o 0 0 � o a 20' 40' 60' MCI-MH-02 Rim=319.20 36" Inv. In=308.79 30" Inv in=308.79 30" Inv Out=308.69' 0 0 0 F Q0 r- 6 � c� 1 `Sv'- \ CD Co 2��J NSF z C F P. rrn z z z z Q O O U O z 0 0 0 0 U U U U z . cv d- O x Z F4 w E4 a z U a a Q CW O Z ~ Z O a Fi E E. W F E" U F o � w a x a � SHEET NO. C-201 SHEET 5 of 25 U i\\ BroadwyRd-1-4 End of ACSA ublic\\wer _�- sa O O p\ \ \ � °�� \ \ o I gROADUTE �1 5 ) \-- _--- EX -a- 1 - -�--02 \ / �/ �,/ ri _ O O e /9' \ RO B C R/ "°T \ ---� / - \ 20' 0 20' 40' 60' o rxn 00 �' ur SCALE: 1 "=20' ¢ F \ \ -- /FH FIRE PG PAGE < I�9 \\a \\ \\ \ II /�I WV WATER VALVE Q WM WATERMETER / FFE FINISHED FLOOR ELEVATION j _� / / / //�, / / ' �� i \ \ \ \ \ �gO= I I \ 11 UFE UPPER FINISHED FLOOR ELEVATION /�// 1// ,eiI hrh 1�/ �✓i1 QIrn 0. I��1/1I 11 \II1 1 IIII/ I 1 \ I/I,IiJ III I \ I/I1 \\\T II\'I I � /I �II9 II IIom oI\n 1I I IIII IIII II /I m�III I ITIIa\/ I 4ozi aI n I _ _/\%�a\ -/\ •\N q\ /\7/\I\ \ ' \\\ \\r\ \�\ \ >V\ \\ \ \ I\\\/>i\- `\/\\\ \ /\\\ \\ s\ \. / :/ \�.\/°\\�. x /� . \\\'!\c. `a\i \ 0o //� // \\\ \ � �/a�/I \.Q%o//F//\'`' a/3� I \9//\) �' \'0I\/\l/\- \am\�/\\//\ 8/\- ,. 4a ` / /// \ i/ / \/ -/, / \ B/\ a\\ `D///-/ �fl/o\/ \ _/ • - / \ \'1 /\ \ -/\ \ / 8 1\/ /L�\l/ °\// ,1'aI: I\/�6/� / /�// I\ /- a-/I�\//Ia /\ J�/ \ _1 /e �A// aR/\/Vo �-/. 1 a� a/ � W/ �j1///J/ M\5 �• //�.:`/,� I ` 4/ ajp//4^ �`\/// \ /��// \ '\T \ Ag�-„0• '7��\ 1.1 ,� f\\�a ��\ '!N_J- j{I -'\ \'dq3' g\d p\ \' . -�\ \__• \_\„WIlIIIIIl _I II I /- r_ - -4/ \ IBI./ I-IzU- ' /B-/FF \- - --^a- -8/\--8-b- /-I\ I-0-/ I - 1 1 I IIFIJIhI: I I I,IIrIl�II(I`kI J I/ I I I II 11I II I IIl1j1I 1I�%I iII 1 1I I I -\I\ I \\ \\ \-\ 1 II -- I ` \-, \,�-- �B - S�L -- BUILDING \U-\_� IaL-\ DLINE _ IN--\-G- _- - SETBACK TB\-A�\-C_--aK L IN_-_ -_E PSL PARKING SETBACK LINE- _ - - \ _ -/ - -3 / - - - -� - - aW¢ ��OzWWa(�o�U 1-4PP POWER POLE STRESMENT DWAY SCC STORMWATERCONVEYANCECHANNELAWP WALL PACK - - j'- , �o UcoWvUo � 13RO--- ULD--- ULTIMATE LIMITS OF DISTURBANCES3ew Reaing alE a5 PUD1,1C �w/Handrail DB\ --- TP---- TREE PROTECTION FENCING � � CQ ' WATER aZd056 -- FHOD--- FLOOD HAZARD OVERLAY DISTRICT Max Height=2i �XMH-3 FH FIRE HYDRANT Q >, C\2 GV METER COS) d GATE� CID IT PO C-612) � c 376 PRESERVED SLOPES PER GIS C- �EGj IRS!MANAGED SLOPES PER GIS W 04 IV EXISTING TREES TO BE REMOVED WVARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT U i I/ �` Wv S / W9 GRADING PLAN NOTES: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. - - - ---_-_-2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW TO STORM INLETS.v ning WaDew Retai3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE w/Guardrail It I SCREENED FROM PUBLIC VIEW. aeight=5' 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES ol L LESS THAN 2%.3gA 2-STORY 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED A1 3,000 SF/FL TW90.0 FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' BW88.2.0 I TWd2.O 6,000 SF ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY 9.5 $9:5 FFE=394.0B.EX 2APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. G7 BW95.0 402 4g Existing Industrial Building P94 Existing I 14STORY0 5,11�00 SFI 93.5 Asphalt FFE-393.50 WMI TW04.5 Parking BN00.5 P93.1 P93.3 uP89. TW935 A BW81.0 \ P91.\ P92. \ New Retaining Wall F CD 1 WMI w/Handrail PA9.8 Max Height=8.5' P92. -P�g FH TC 0.4 9! TW01.8 TC95.8 BW95.8 TC03.1 EX CONC RETAINING WALL ---------- TW=403.1 C 4 3.2 L89.5 400 89.I41F194.0 5 2EX 11,3FL 2460 S WBh. GFE=388.00 FFE=398.00 \ Tfl0.0 TW00.6 BW97. P�7.1 BW94.6 ew 6taining Wall C 87.2 Existing Ind O w/Handrail 400- -buildingMaxht=15' ----- - - - - -- - - -- 0.94 TW98.5 T /P8\.�3B � �4.58�.3 ----- E- T W45 -400 \cp TW8.0 V. P93.4 P93.TW0 15"HPEITC/84.- TW94.0 o 3 1BW92.8 TW97.0a BW90.0\ 15 TW94.0 zzzz p-/p\ rzjd \ \ -<--- \ ' ew Retaining Wall G zzzz 001/Handrail & 1.5' Gutter o 0 92 8 axHei�ht=TW90jL 3 c c.2a -1-STORYz 6,110 3T 915 �TANS .�3,975 SF BW90?LG1=374:00 92FFFE=385.00 T TC80.394.00 � 3.0 BW88.7 W86 W TWGW90..5 LFE=371.0(1New Retaining 87@ W85 ,w Guardrail E-C 89.8Max Height=7.5' W// / _ New Retaining Wall M �TORY Max Hei ht=2.5' <0UWfa42TC 82-21s ------/ 17 1750 SF/FL TC85.5C 37(3,500 SF) /// W70.7 FFE=371.50 ChannelNew CG-6 390.00 W � 2-STORY 2,125 SF/FL TC79.8 O 15" HDPE\ / (4,250 SF) FFE=W4.00 2-STORY _ TC79.2 E- 2,640 SF/FL \New e\tain\ing\\ \ \ \ FOTWeir Walls .(•5,280 SF) TC79-.2 w F (Refer to 8/C-306) FFE=377.20 Fw/Handrail p UFE=387.20 TW80.0 0 ax Hei ht=11' Y BW78.0W68.4-STORP4a.0 /P4./ 4,516'wrxn 2-STORY \ \ \ \ \(9,032 SF)` _ > SHEET N0. \\ \ \ \ \ \ \ \\ \ \ \ \ rrr=248.0 `--- / y.. / / / / 4,070 SF/FL \\ \\ • �- \\\UFE=3680�---- -(8,140 SF) -- \\ \\ D �`� ._ _--_-_- 1 WM \\ P7 .8C-202FFE=3W.O-- - 4 E - REFER TO SHEET C-203 SHEET 6 of 25 REFER TO SHEET C-202 +�''1""�'�'*k \ \ \ wandrail I \ / / / / / ,..: ' - \ A 0 - - x vyi O / / - _ _ UFE=387.20 \ \ ax Hei ht=11' \ :�' � \ \ \ \ \ W68.0 2-STORY \ / .:.. _ \ - _ 0 tz ev w tz 4,516 SF/FL \ \ o \ \\ \ 1 G) \ 9.032 SF / / / / / 2-STOP > 5 / / 4 0 TO SF/FL \ \ FFE=�48.0 \\_------' / / o FFFE=3 ,5 ---\ \ \ v \\ _ \ i- DE -\ \\_\I\\ ^' 1 WM UFE-368 0 / / (8,140 SF) \ _ _ \New Retaining Wall A TC 6.1 TC47.2 // / / / / - \ 2-STORY- \ \ \ \ \ Max Height=2' a _ / / _ - - - - \ \ \ \ 3,874 SF/FL TC48.0 (7,748 SF) o T / ✓ : .. FFE=354.50 - _ _ - _ - - - - - - - 6.8 - 0 o C/P488 .° --\ \\ UFE=372.50 ` \ \ \\_-� - --- _ o c x \ _ - o \ \ G TC47 40 - / \ C75 co m rn a O \ �� \ \ \ \ \ \ - - - - �` •1"WA/ T P49 C51. 0 \ \ \ ., .. :.� \ O \ >p - - - o F a / 2-STORY z 2 i ' / / P 49. - r - - - Yn5- SF/FL\ \ \ \ \ \ \ \ \ / Q m W w (7,450 SF) \ \ - - - o TC54. 5 - FFE=;56.0 \ \ \ \ \ \ - - - - Q w UFE=33.0 \ \ 3j0 \ \ \ \ \ \ \ \ \ TW7o.o BW7o.o -- ---\ \ \ \ \ \ y�y��\G 0 / y\ \ \ \ e L FE _ - P - \ \ - •'. \ �6 \ \ \�X A / / New Retaining Wall H o \ )pF \ . \ \ - - C 7- i ' P54 55 P w - - - OR D ,S w/Guardrail C - - M \ E \ \ _ 9 a * wrn . N - \ 1 WM Q- _ _ �griv R Alt \ \ \ \® \ _ - _ Max Hei ht=6' / ^ a E- cN2 � ULD \ -at----/ / ��D TW61.0\ -- - W;w2z 55. 2-STORY �1 \ l \\ \B�J61.0 \__----_yc P FX ?8 \ \\ \\ °` / - 40- ------1,408,SF/FL 3�O W61.5\ S� ---- 1 --\-- a (2,816-S)- TW60.0 \ �W56.0 \ \ \ --- wFw FIFE = 360.00 BW5i-0, \ \.0 \\ \\ Woz _ �FE=-340.00 \ �. \- p~xx `04 \ -- ` -- --- 2-STORY ---- © \ ewRetainingWall l\ \ \--_ P. \ _ -New Retaining Wall L 7,451 SF/FL TW`� - _ 0 \\ TW58 0 w/Handrail \ \ \ - _ _ _ (Y o v w/Guardrail - - - - " (14,902- F _ - BW40.0 - _ - _ GE \ BW ax Height=10' \ \ \ \ - - - _ - _ d RRhcfork\ q Sq - Max Hei ht=7' ------ - - h C 9 LFE=326.50 � W � Spi k 1 k\ �L _ - - - - - - - FFE=349.35 - 4 \ \ \ \ \ \ Z X _ �3� LQ \ - __ - ---------- UFE=359.35 - - - --- TW40.0 -- _ BW34.0 - yl TW40.0 TW40.0 BW34.0 New Retaining Wall J \ \ \ \ \ \ wp \ \ \ \ \ \ \ \ / / / / / / L \ - (JLp� ° ■ - �� w/Handrail 'K Max Height=T ULD MOORES CRiEK----------------------- �i• A FeNCNAIN \ 9e ` _ PUBL CRIABLE \\ Ce CINk X,Xk \� DB CESS EASEMENT ---- `k --- ,------------- O0_ rN FEMA F 100 in \ / / /MCI-MH-04 N Top=327.10' - _ 30" Clay ti MCI-MH-03 I / I1�In-310.90 - - - - (RWSA) -'��G Rim=322.64' Inv Out Inv. In-310.36 =310.80' - I o v ut=310.26' ✓ ��p \ \\ \ / j s/ /', / / ° Forebay 314.5- �p� I I 5,585 CF / abion Baskets 314.5 / Crest-318.5 9 INV= 1(9,0 / 4000'LE410 Emergency Spillwa /n / \ \ �ySyJ \\ I I ULD Iev: 319.00 LD \ \ /U/ , / VV ?0 \ \\ \ �/►/ ( // �\\\ / -- II /// �// / CHESS \ � 322 � \ /� / �- ----- --- - 1 V,G� l �e\ / \ S FNZO MANAGEMENT \\ \\\ ///\ / // ------ l ( --- D / /l o TA �2os �\\ SWM-1 \ \\° MCI-MH-02 Rim=319.20 �-- 30 47v In=308.79 Al 30" Inv Out=308.69' Qc / S � i G16 \ \ / \ / ca FH FLOOD HAZARD OVERLAY DISTRICT F F F F rzj ------------ / / I� I \ \\ \\ Tq / yO D / // // o 0 0 0 T \ S� � \ q� / / / c� c� c� c� TP- / / DTP �T / I TP T� LE402 \ \ \ \ \ \ / / / / / / z TA 46 / / CD a4 Z 41 G/ \ \ / LEGEND \ \ \_ DB DEED BOOK \ \ \ . / ' / / / / / / / / / Q Q Z / PG PAGE /Z FH FIRE HYDRANT \ \ \ / / Q // / / z O -- GRADING PLAN NOTES: WV WATERVALVE 4 WM WATER METER 0 / \ / / / E FFE FINISHED FLOOR ELEVATION 9 , ) \ \ \ �. / / I / W a o \ // \ a /1S (� T / UFE UPPER FINISHED FLOOR ELEVATION G 2 j W 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW \ \ BSL BUILDING SETBACK LINE TO STORM INLETS. \ W PSL PARKING SETBACK LINE / \ / / E, a F 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE / \\ \ c- E� PP POWER POLE o , \ \ // / / \ / W SCREENED FROM PUBLIC VIEW. PRESERVED SLOPES PER GIS SCC STORMWATER CONVEYANCE CHANNEL / \ \ \ / \ \ O W 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES �-` LESS THAN 2%. WP WALL PACK o 0 o MANAGED SLOPES PER GIS \ / // i 1 / a uxi --- ULD--- ULTIMATE LIMITS OF DISTURBANCE 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED --- TP---- TREE PROTECTION FENCING + + EXISTING TREES TO BE REMOVED / \ \\ \ /// / // SHEET NO. FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT \ ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY FH FIRE HYDRANT \ T\\ \ / C-203 APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. WM WATER METER ®VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 20' 0 20' 40' 60' _ / LE42� \\\\\ J / ' I // GV GATE VALVE / \ \ \ \ I \ \ SCALE: 1 "=20' / SHEET 7 of 25 7' \ II l l I I I \ \ I 1 _ x� ^ --------------- — — — s ° I \ _ — _ -e°s Broadw Rd-1-4 I // q �ITO U ';I // I \\ 1 /I / I \ \\\ _ —�� I End ofyACSA public\sewercv o 02 20' 0 20' 40' 60' � ¢ F \ \\ SCALE: 1"=20' o w w ------ E a cn w as I = F I DWA 15 \ _------ — T— 1 - — — - W W Y SIRE l _— EX \ LEGEND Q m z A Q BgOA pUTE 11 g/N') ---� _ — s U T — i — — — DB DEED BOOK d z x \ / I� a ^� �/ o g U LIC----- — tea= PG PAGE a w (60 P B — — — a �T'` FH FIRE HYDRANT' Q W x UT — — _ �J X \ I / r X / WV WATER VALVE fa v — — — \ \ / WM WATER METER UT % �/(� — �� \ y FFE FINISHED FLOOR ELEVATION / \ UFE UPPER FINISHED FLOOR ELEVATION < \ I \, / / BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE � Z PP POWER POLE Z SCC STORMWATER CONVEYANCE CHANNELWP WALL PACK a o °, \\ / — j / /� i j p, / / _/ i/ — — \ a \ \ I I \ I� --- UL- ULTIMATE LIMITS OF DISTURBANCE \ „ TP - TREE PROTECTION FENCING �— E c t y / / / / / / / \ \ \ FHOD--- FLOOD HAZARD OVERLAY DISTRICT Z � o U FH FIRE HYDRANT O 6 W �S I \ ■ 8p / /--- \� \ \I I III GV WATER GATEVALVER WUw�Z AY STREESEMENT �' / / / / / / / / / ` _ — \ 9°s \ \ \ \ �� I \ � i�— a -< ADW SEA r co q Bg0 ACCES326 \ _- _ / ew Retaining Wall E / I� / g 9°° 9°° \ -- � \ I — I '� PRESERVED SLOPES PERGIS � w f4 PUBLIC$ 675- — / 1 / \I / °° / W / / / / �w Handrail / 9°. \ I II / , I \ 0� W E w ° - 56, D Max Height=22' �C��iI/ / — — \ N MH-3 I I \ v v v MANAGED SLOPES PER GIS p z • / / �i / / / / / I f I I \ + + EXISTING TREES TO BE REMOVED p a utle S — / v / / / / / / / R' \ / / r to PO C-612) / / / 376 Q � /< / VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT' W -t U UTILITY NOTES: W 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 out / / / / j / // / / / / / / / / / �\ / / 1 I \\` i j \ ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, W� / / / / / / / / / / — — OS\I \ _ ��j / = 1 I I r — — — — — _ — — — — — I� CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE I RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. Q / / / // / / 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN / / — �� \ \ ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. r / / 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE \- — — — — — — — — — — — - CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA Retaining Wal D 15 / 14 / I I ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE w/Guardrail / 9a I MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE of �1 1 1 I I I I I ax kieight=5' \ \ 3 9pe I I li I IDNISCRETION TERIOR MAYFBEWSA STAFF. REQU RED, ATRO ETING SOL�FTHE MANHOLE DISCRETON OF RWSA OR '� _ 8g 2-STORY I � I ll STAFF, FOR A SMOOTH TRANSITION FLOW. n Pp \ I I I I 1 1 I r I 3,000 SF/Fl- /400 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE z 1 I 1 I I I I I \ I I I I = 6,000 SF _ _ _ _ — — — — _ I I TO THE SATISFACTION OF RWSA. h \ I 1 I I I I I FFE=394.0 EX-2 I I I 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END r� m l IlcZi I I 1 \ I I I I I I I I I I I // = I I j l VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE 6�1�\ I Ion 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN 402 Existing Industrial Building I I THE FIELD AND AT RWSA'S SOLE DISCRETION. 4 I n \ I I I I I I 10 I I I I \ \ I \ 4g g g = I 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL I \ o II I k = — � Existing I TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR 1 I 1 1 I I I I 14STORY Asphalt I i I SHALL COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN 1 1 I I 5, ( )f K. FFE�39'15p I II II II I I I \ WM I I �" \\ _ _ _ _ _ _ Parking I I 8. VDOADVTNWILL CE OONLY EMAIINR MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE n\ 1 I I 1 I I I I I I I I I I I I I 3g I \ \ \ I I EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. —-- I I ----� --j I I I I I I I I I I I Q \\ o\ — _ z2.5°BEND--- / I 45° BEND \ \ \+ 45° BEND \ I 1 o I I 16 I \ 8" DI Water ^� ll I I l t o a 1 1 I I p I I New Retaining Wall F II F w/Handrail Max Height=8.5' II I \°FH 1„WM f' \ m 1 1 I 1 I \ I I I I �aQ \ \\ AL EX CONIC \ \ TW=403.1 \ \ \ PVC I 1 I I 2-STORK `_1 \ _/ - ---- EX 22 I \ \ 11,232 SF/FIL \ \ \ I 1 I I I I I I m \ \ \ \ \ 22,460 SIF \ \ \ a I I I I I \ \ \ \ \ GFE=388.00 \ FFE=398.00 I I O \I \ \ \ \ LLJ 0 'ET-' I I ew Detaining Wall C 14 \ \ \ \ z \ I I w/Handrail 1= �00— — — — — oo g Q >------- \ building Ind o o o I I I Max Height-1 1 \ \ \ \ / \ � � — — — — — — — — \ Y 94 C \ z _ \ LLJ EE EE EE EE e is"IHpP 1 1 I\ �\ \ \ /\ \�� \\------------- ------ — — \\\ Q o 0 0 0 U U U U X6 TEE o 0 0 0 \ 12 \ _ \ it I I I I I �I I I 1 \ \ 15 \. _— + 8" GV�— — — / \ � ------ \�— °.. — '.3. °. .a 39—:°' ��e ..° aI'•T \ 'd` p! \\_ \ '�'7-' \ \ \ \ \ l / — _ _ IOW • bo,L — ° n I I I \ \ \ \ \ \ \ I r� \ \ I \ \ _ _— — — —\I \ 6 — — / \ 2�ew Retaining Wall G ` a' / ^ — — — / I w/Handrail & 1.53 Gutter _ 0 \ Max Height-7' \ \ I, 1 a,- _ _� a —39 �__---- 1 I I I II I I \ \\ �6 iOSF\ \\ \\ \\' \\ \ \\ -- / / 3�TORi�\\\� �— \— — —\\ ----- --- Z {� E- \ I I \ \ 5 SF/FL -rA=3\'0p \ \ \ 97 394. 0 / / 1 / / _ \ \I CO z ` \ FFE�385.Od \ \ \ \ / 1341,925 S� =i / \ \ \ — — / 1 _ _ _ _ , 4 Ic \N I \ —, \ \ 00 \ I \ — ---/ /381.00 _ \ s _ — Q °.\ /-- / New Retaining Wall N' \ \ \ ��-------�--- Z a LFE=�.00� / / / ,w/Guardrail Max Height=7.5'—�-- it o\I \ \\ // / / // _�/ New Retaining Wall M 3g� \�Q� \ _ I'W' — --� a—--------��l Max Height=2.5' \ \ \ y�U�� — . \2�ORY �: �� a = a ~ � -----� 17 �0� 3j2\ \ `'\`� 00SFj\ - - - - - - _/ 1,750 S� New CG 6 Channel / E- a w \ \ \ \ \ / / / / — — — _ \ — \� \ 2-STORY"\ \ 380 ��— !n7 \ 16 2,125 SF/FL\ �. w \ 15" HDPE 8 x x _ o w 22.5° B ND / \ \ \ \ \ \ \ \ ° . \ \ ° d �• a 2,640 SF/FL HDPE \ to \ \ _ \ 1 \ \ \ 9 /lD88. \ 2-STORY SHEET N0. I TA \ \ \ \ \ \ \ \ \ \ \ \ \ ;�• :. .� /� _ / / � ° ' �' \ _ \ — ' \ \ \ \ � _ \ \ \ Weir Walls \ \ SOS (5,280 SF) New etaindraining Wa I \ \ \ \ / / / ' (Refer to 8/C-306) / -. T \ \ — .J FFE11-�=377.20 C 2 0 4 REFER TO SHEET C- 205 SHEET 8 of 25 REFER TO SHEET C- 204 \\ w/Handrail UFE=387.20 \ \ \Max Height=ll' \ \ _ _ \ \ \ \ \ \ \ \ \ \ \ 2,-STORY \ / / / / / / / * ..: 18 _\ 45 �EN� n ev w < 2-STOP Gi P \ \ \ \ \ \ \ \ \ \(F9E�48 0 \// tl / / / / / / "7-0 SF/FL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ UFE=368:0\ v / / / / (8,140 SF)FFE �3T� \-------' // UFE=351.0 370.5 \\ \ New Retaining Wall A W / / / / - - - _ \ \ 2-STORY \ \ Max Height=2' ° _ _ / / - - \ \ \ \ 3,874 SF/FL a- s . --,_ _ _ r / / / \ \ (7,748 SF) - - o \ \ \ \ \ \ \ --� / ✓: d.. \\ \ FFE=354.50 \-- -` _- \ \\ °. -'- -�-- -- -- -- 0 o a \ \ \ \\ \ \ \ r > , \ r ._ - - - Q/ - \ \ UFE=372.50 - x X6 TEE / - / \ - _ - - - - - y2�-STORY ° \ - z 6 ca as r� 8»ul Pvc/ �- - \ \\ _ _ - _(I1 oS \\\ \ \ \ \\ \ \\ o q a z -_ - --- / - / /fir \ - - UFE=33.0 \\ 3Tp \-- ---- w tee_ \\\ \/ a � -� /�- - a \ .� GV \ 45: BEND />� A \ / / New Retaining Wall H o ��Lt `ate �S � �_ � �" li p1 • . y _ �RD S 8 0 \ 6 \ \ \ w/Guardrail �j \ ...'� \\ j- \ 9- \\ \_ \__- - \ / i/ / :•P/.'a y/ A \ 1"WM �_ --R ��\\,,,> \ \\ �\ \ 6" V T / Y�----------/x Height=6' W0) \ W co •Y V D7` F4 q 7 1) 2-STORY \ \ a d PpWL \ \ \ _ / _ - - - _ - 08_SF/FL 3 � oop 2\ \ \\ \ _ 0` /- - 0 40� - _--- --\_- a (2,816�r\\ �O \ \\ \ \\ \ --_ �J�WE"W n \ \ \ _ _ - FFE = 360.00 y \ � o 0 C P�ohP \� d \\ \ \ /-- - \ \------------- - 2-STORY----_-_- © __� �FE�340.0\ \ \ \ ewRetainingWalll\ I,I, "e°t k� 8' -onP \ \ \ - - _ _ / _ - New Retaining Wall L - - 7,451 SF/FL - _ _ _ - - \ \ \ w/Handrail �Soter MOito kis • W TFR a'p`\ \ \ - - - - - - - w/Guardrail (14,902 SF) - - \ EE GE \ \ ox Height=10' (see n. Max Hei ht=7' _ Or? the styNOte 9 FFE=349.35 heet� UFE=359.35 C.0. yl New Retaining Wall J w/Handrail Max Height=T \\ FF� �lllV �ll\l \"9a -`\ PURLARA.6CREKLANE A % \DTH Dg ESS EASEMENT /� _------------------ oo_yR FEMA Flood 61-1 in np \ / / MCI-MH-04 - - - _ - `J _ Top=327.10' - CIaY (RWS - _ \ \ / - - 30" MCI-MH-03 /I lnln-310.90 A) Rim=322.64' Inv Out - Inv. In=310.36 =310.80 ---- I- ��\ CInv ut=310`26' A eo Forebay 314.5- 5,585 CF / abion Baskets 314.5/ Crest-318.5 \ �8 INV=319.0 / \ ' / -- Emerge Spillwa----- / ■ / I lev: 3120) 9.00 -\\ � / ,- ___ ■ _ I I \ / / `�� `�� \ MAN \ \ e/ // \\ � �\\��- MANAGEME'Iv 1 _ \ / \ �y \ \ sWM �zk\ MCI-MH-02 oS / Rim=319.20 _- \- i \Inv. In_ 3:3 Ae 30" Inv Out=308.69' __-- \ 30' 1m in=308.79 42 / / w CD C> C °c / s / / E" M CV o FH FLOOD AY DIS HAZARD RICT E. E. E. E. w w w w \�TP�TP T \ \\\\ \ \\ f m�/ , / / / / S � � C. TP TP / s �TP� \ �TPTP�TP TP \\ \ \\ \ \\ \TA ///// z 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 ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. / 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. \ \ ' 41 C // / / / Q -- / / 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE \ \ \ \ \ - - / / WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING \ \ \ \ \ / / / / / O / // / // W II / CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE \ \ \ [� APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA \ \ \ \ Qm \ / ` A� LEGEND ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE DB DEED BOOK MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION / 0 9• PG PAGE OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY \ , \ / O / , o FH FIRE HYDRANT BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH \ \ \ / `Q / // / / / Q E� / S WV WATER VALVE TRANSITION FLOW. \\ / / / \1 WM WATER METER 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO \ \ I \ j\ \ \ �Q 40 �° // // / o FEE FINISHED FLOOR ELEVATION THE SATISFACTION OF RWSA. - \ \ / // / \ / a a / UFE UPPER FINISHED FLOOR ELEVATION 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS , \ ° 1 \ / / E- a o q BSL BUILDING SETBACK LINE WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. / / \ / E" �co 6 PSL PARKING SETBACK LINE 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE / `Q // F m PP POWER POLE PRESERVED SLOPES PER GIS FIELD AND AT RWSA'S SOLE DISCRETION. \ �\ / / \ / w -- E SCC STORMWATER CONVEYANCE CHANNEL , / \ \ / / \ \ W 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL TIMES WP WALLPACK / / / / x v v v MANAGED SLOPES PER GIS DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR SHALL \ / --- ULD--- ULTIMATE LIMITS OF DISTURBANCE \ ✓ --- TP -- TREE PROTECTION FENCING SHEET NO. FHOD--- FLOOD HAZARD OVERLAY DISTRICT COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN ADVANCE / I 20' 0 20' 40' 60' + + EXISTING TREES TO BE REMOVED OF THE WORK. FH FIRE HYDRANT 8. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT C-205 SCALE: 1"=20' WM WATERMETER ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. / \\ \\\ \ J / // GV GATE VALVE 9. EXISTING 30" RWSA CLAY PIPE SHALL BE PROTECTED DURING EXCAVATION / \\ \ / \ I AND INSTALLATION OF RETAINING WALL K. \ \ \ \ \ \ F SHEET 9 of 25 --- — -�---- LANDSCAPE PLAN LEGEND: ell''�r - \\ BroadwyRd-1-4 End of ACSA public\sewer AS - ACER SACCHARUM� QP - QUERCUS PALUSTRIS 'o e LT - LIRIODENDRON TULIPIFERA \ a �° _ - aY STREET I _ _ EX \ \ — -- / \ — ® IC — ILEX CORNUTA 02 z BROADOUTE 111 R) \` ` — ..q._ a� __ _ o lo\ o R C — — — i / 1 UT \ — i—_—�— % / O rA x %. PUBLI —�uT /—� i LANDSCAPE NOTES: m Z. MILL LUUM IIUINJ Vr IVILUn HINIUML LQUII-IVILIN I HINV U I1-1r M V IILI I I nHICVVVHRL UIN 311r _ < \ / MUST BE SCREENED FROM PUBLIC VIEW. o ti �%. .'Y. 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS a PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE ca x GROUND COVER (NOT GRASS). 4Q . 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 - — — / - 0— _ X ,,-^o 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION � 0 \ \ I I I BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED Z WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE o TREET ENT \� ■ / / / % �/ / /_` _� I PLAN APPROVED LANDSCAPE PLAN. a o /11 AY 5 A5EM _-' / / / / / \ 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' CQ V E - r — ,— II �a o 13ROA CCE55 6 \ _ 4 ew Retaining Wall E / g°s �9°° °°' \ � \ I I SPACING AND 30'-40' HEIGHT. a x w o i!!ii sue= C A 32 ,, . . ° � I I r F � � � pTJ13L1 675 / / 1 i / / / -,w/Handrail / / 9°°— \ I II / % I i 8. SLOPES GREATER THAN 3: 1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) Z N 0 0 56 Max Height=22' / — _ \ G-EX MH-3 ' AND WILD HYDRANGEA(hydrangea arborescens PLANTED 6' ON CENTER. — �,o- _ ct /./\ I/ / ) 0N > r\ z °ct / / / utle Structure / / / Total a a 0i' \ / / / / / (Refe to WPO C-612) \ / / / / / 1 / / / I Key Quantity Botanical name Common Name Planting Height Size / Cal. Canopy �I (� y co q !!!i! "'t%' / / / / �i / 376 I \I I Canopy w rx 9 /o % I / / x w renter than 3:1 1 / � — — / � l II SHADE TREES * W F w � See Landscape Note 8 ,d- / 'C II AS 2 Acersaccharum Sugar Maple 11' 13/4" 195 390 �, W o z / \ QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 ~ Z a LT 6 Li riodendron tulipifera Tulip Poplar 12' 13/4" 387 2,322 (� o I / I w IC 28 Ilex Cornuta Chinese Holly 18 ht. min Z Shrubs W d' 'lli' / k / / / / / / / / / / / � / • 1 I \I — � � i Canopy Grand Total 3,452 a � / ---- f— wv OS I f------- Ill \ z LANDSCAPE CALCULATIONS w Ltx l! i i / / / / / / ///// / r // �/ 1 \ \ i � � I 1 INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) / / 1 I — — — I TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF ifi� I / / I / / / / / // / / / // / / / 14 J ~ I I TREE CANOPY PROVIDED: ion i , I I I I / ew Retaining al D 15 / I I EXISTING TREE CANOPY "A" = 221,120 SF (SEE DETAIL 10/C-306) li l ° 1 I 1 \ 0 1 I I ca/Guardrail // 90 1 I ! 1 I ax 13eight=5' \ / 1I I EXISTING TREE CANOPY 'A" CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 15'-15' SPACING AND 30'-40' HEIGHT. Iili! re _ 8A 2-STORY 1 3,000 SF/FL �--'- /4�0 1 I li EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF 6,000 SF — ---- —- I I Iiiill 1 1 I I 1 I 1 I I I FFE=394.0 EX 2 I I I PROPOSED CANOPY = 3,452 SF � a jiiill I 1 I I I 1 I I I I I I I , � l I 'TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK ZI Ill I I 402.E Existing Industrial Building / 1 I I \ \ I \ s _ 1 I II PARKING LOT TREE REQUIREMENTS 1 I I I \ x Existing , I 5,50°RSFI I I 1 I \ I I \\ Asphalt l li 11 TREE PER 10 SPACES Iii V 1 I I FFE7393.54 I I 1 I \ I I — — — — _ _ I 95 SPACES PROVIDED ) I I \ I I 1 I I I I T I I I 1 I I I ---- Parking !ii!i I I WM \ n g = = 9.5 ` I TREES PROVIDED = 10 TREES REQUIRED 95 / 10 i OK . 1 �----LANDSCAPING WITHIN PARKING AREA INDUSTRIAL. fli! i!!i \ I I I ►� col I I 1 I 1 16: PROPOSED PARKING AREA: 61,255 SF IIII I 1 1 1 I I New Retaining Wall F / 1 I 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF w/Handrail I Ff 1 I PLANTING AREA PROVIDED: 404, Max Height=8.5' II 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK STREET TREES: TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW II STREET TREES WHERE POSSIBLE. AM !I I 1 I I 1 I I I Planting \ / \ _ EX AI NC I Area H RETAINING WALL t\- li!il 747 SF TW=403.1 \ i� LEGEND PRI�SERVED SLOPES PER GIS Pill I I I 1 \ \ \ II ! \ DB DEED BOOK il!!I I II I I I I 1 I I II I II II I \ JI 1 \ \ \ \ \ \\ \ \ \ 402, r' PG PAGE FH FIRE HYDRANT MANA ED SLOPES PER GIS EXISTING TREES TO BE REMOVED WV WATER VALVE EX 22 + + WM WATERMETER , 2—STORK ` _ \ \ \ ! VARIABLE WIDTH FOREST AND UFE UPPER FINISHED FLOOR ELEVATION !II I I I I 1 I I ` 11,232 SF/FL \ \ / \ FFE FINISHED FLOOR ELEVATION � \ \ — �jj!i 22,460 SF \ \ 1 I OPEN SPACE EASEMENT BSL BUILDING SETBACK LINE GFE=388.00 \ / /III' I I I I I \ ` \ \ \ I \ \ J / \ \ \ SCC POWER POLE pil CONVEYANCE CHANNEL I PSL PARKING SETBACK LINE FFE=398.00 \ 1 � Ill i I I i i I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ ULD--- ULTIMATE LIMITS OF DISTURBANCE \ \ \ i..i I ! I ,� 1 — — PWP WALL PACK ill I I I I I 1 ew f�etaining all C \ Planting \ \ \ \ \ ` v \ --- TP ---- TREE PROTECTION FENCING �iiil I I I ! w/Handrail I \ \ \ \ Area G \ \ \ \ \ '�' \ — — RO FHOD--- FLOOD HAZARD OVERLAY DISTRICT 1 g \ \ \ \ \ ,.00—--FIRE HYDRANT ------------- O WM WATER METER lii! I 1 Max HI ht=15' 200 SF I I ! Plant ng \ \ \ \� \ / — — — — — — \\ Area I394 \ \ �2 — \ GV GATE VALVE \ \ o 0 0 Iiiil l l I I I I I I I\ 386 \ F\\\\ M � III I I I I \ \ \� \ L. Q .� � nz c !III I I \ SCALE: Y"�= 15"kP I I \// \ _ -- \------ z 13 E I \\ 1 \ \ \ / \ m 0 \--------- a_ I I I I I I \ \ \ • \ '\' ° ./ .° �\ .. °.' . .,. .a s \ — I'° .• 39�—.° ' —T a6 "1 a > i T.` • a \ / \ Q i. i. i. � _ • ° \ \ W II I I I \ \ \ \ \ .e I a. 4'\aa - • / --�—\/ _ Plantin '�II,I 4 �� /—.� / ` \ \ � '+ Y Y '+ 1 \ \ \ \ \ \ &4 \\ / — --- \ —�` \465 SF \ _—__ / // \ \\ o 0 0 0 z z z z I \ \ o \ \ \ \ \ \ �3g0— \ — _ \ ew Retaining Wall G 0 0 0 C. ^ — — / I/Handrail & 1.5' Gutter \ \ 400— " " " " Max Height=7' � — \ \ \ � O `� �— .39 1 \_\\ ._ z 6tt0SF\ \ \ \ \ \ _/ <\ --- \ I \ \ \ \ I \ \ \ — / / n / �3975TSF FL / _a / / \ \ {� Slope greater tha 3:1— i�i -G1=374.00 \ \ ' / a \ _ \I p _ — l \ I \ `� / / / See Landscape Note \ \ \ FFE 385.Od \ _ _ _ _ _ — — LFE=371.00' �J 3 O P' GFE=381.00 New Retaining Wall N --- / ,w/Guardrail —< II \ \ \ \ \ \ \ \ / _ �• a _ _ Max Height=7.5'— ill New Retaining Wall M 1Max Height=2.5' \ \2�STORY /FLp- I 500 SF \ � / a UEE=390.00 \ \ \ New CG-6 Channel \� 2—STORY II -II 2125 SF l- 15" HDPE / / / L M \ — _ \ - \ \ \ (4,250 SF) \ \ L /� \ FFE=374.00 w Fri IIII \ T \ \ \ \ \ \ \ \ UFE=388.00 '. / / ,.: HDPE `�\ \ \ \ 2-STORY E a � .' \ � \ \ \ . 0 2.640 SF/FL I \ Weir Walls \ \ � \ F \ \ / / (Refer to 8/C-306) / _ -- New etaining Wall \ / \ - \ 0 \ < \ \ \ \ w/Handrail * �\ _ O \ \ UFE=387.20 o w max Height-11' \ �O \ \ \ 2,STORY _ FFE 377 20 w F \\//// /0 •\ a 18 _\ �\ e e i.a — III a .. `.. \ • \ . a\/ ° l� \ \ _ 1 G _ \ p I �_ ° ' ° ° Q-� r/] 9 032 SF 4516\SF L / / / SHEET NO. / 2—STOJRY— \ \ \ 070 SF/FL F�E=348.0 0JFE=36SO\ L _ i _ / (8,140 SF) _ _ \ � \ , " `4 _ �� — — 1"W C-2 Q REFER TO SHEET C-207 SHEET 10 of 25 REFER TO SHEET C- 206 Jti ' II lliiii°iiiiil!lil!i iI \\ \ \ < U p \ \\ \ \ \ \ \\ \ \ o \ \\w ii ` /UFE=387.2P0 xHeigh=' STORY 4,516\� 2-STOP \(9,032 SF� F'E=�48.0 4,O0 SF/FL ; vew l \ \ \ \ \ \ \ - \ \ UFE-3680 / / / / (-- ) III!,! \\ \ \ \ _ \\ \ 3�� ------- / / / / FFE=370.5 ! \ \ \ \ \ \ \ \ \ \ \ \\ New Retaining Wall A / / UFE 370.5 \ \ -2-STORY I Nil Iil I \ \ \ \ \ ` Max Height=2' a _ / / / / - - - - - \ 3,877� SF/.� • _ \ I-. _ l - - - - a ____ _ \ (7,748 SF) 0 z IIIII \ r\\ ` a.a ' JS c P- •- •'pl. i /` / / a :e "_ a - \ \ \ \ \FE=354.50 -VFE..�72.50 Hill -�---- -- -- \(V�V] 00 jn �✓ Q' Ipl� scCiqIJ \\\\ \ \ \ \\ \\ \ /� 35 \ \ � ---1,WM� - - / 1,W, _ y /' \ \\ � \�\ O :y \ \ >� \ - - - z / / �- _ a' i------- 3%2�5 \ a \\ q co zi W F 2-STORY - (7,45056.0 UFE=37 \ \ 370 Q \RDA -_ _ \� _7� - // �- _ \ \ _ '- - - - - - - - - - - � ^ ul EN / Z Fx wVO s P \-- o� - »�// _ \\ _�� > \�\ Q \�� REF G / 'Z, PE a'. y� \ \ \ \ \ \ 4 / New Retaining Wall H a Do 8 \ \ \ \ \ _ y� - w/Guardrail o ht=6 _ Max Hei9 'ULD _ \ - /.a. - _ \ 1»WM cc z r FV� U<O \\\\\ \\ \ ` - //- --_- >. o' 2-STORY..- `\ 1 y\\\ \ \-_--_-- ��>�P Fri o` �� 0- �- 0 4�- --- %�---__\___ a - (1281fi 3�0 y\\ \\ \\ \-- \ FFE=360.00 y \ \\ \ \\ wP CO \ -BFE �i40.00 \ . \ 368-- ,� Z x x r _ / \ - - - 6 ` \ ew Retaining Wall l \ \ \ � - - P. < a �<p � �� -_ _- -- - \ 2-STORY ----- _ � � \ � \ g \ - - s, -New Retaining Wall L - - - - - - - 7,451 SF/FL - _ _ _ - _ \ w/Handrail \ \ - - _ _ _ _ _ - a 0 v w/Guardrail - - �490�q - - - _ - �� GE \ \ ax Height=10' \ \ _ _ _ W 't Max Height=7 LFE=326.50- RR FFE=349.35 El / _ - ----- ------ UE7359.3�____ CO y� New Retaining Wall J \ \ \ \ \ \ O w/Handrail \ '------ - ■ - - - _ Max Height=7' \ 8' ----_ /)ULD - \ - - - _ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ FF Cy/I//V� / MOARIAB R�EK LANEORES--------------- - _ _ A \ \ \ \ PUBLIC AC LE WIDTH DB 331 540SEMENT \ � / Fl°odPlain \ / \ _ _ ------------ \ -JP \ \ \ \INV 3-9-46 np \ / / MCI-MH-04 _ - - _ _ - _ Top=327.10' - _ - 30" Cla \ - MCI-MH-03 Y (RWSq IIn-�310.90 - _ - - J - - _ Rim=322.64' /Inv UUt Inv. In=310.36 310.80' I o r-� \ v ut=310.26' Forebay 314.5- 5,585 CF / abion Baskets / / / / /� / // ♦ I II I1.314.5 / Crest=318.5 \ 6 INV= 19C0 / \ ' ✓ l I \ " / / I I' �320 / \ �O 3 c/ \ r Emergency Spillwa ULD lev: 319.00 /ULD20 \ p / \ ` / SS �MANAGEMI � MCI-MH-02 OS / Rim-319.20 �-- \ \ Inv.in-- /9 --- � 30' Im m=308.79 30" Inv Out-308.69' E- M cat C\2c LANDSCAPE PLAN LEGEND: // // II \ \\ \\ \\\ \TA �p \ °° I //� % // / - z a AS ACER SACCHARUMLANDSCAPE CALCULATIONS �(OFH FLOOD HAZAR OVERLAY DISTRICT U e. e. E, E, QP QUERCUS PALUSTRIS INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) / - TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF o 0 0 0 TREE CANOPY PROVIDED: LT - LIRIODENDRON TULIPIFERA EXISTING TREE CANOPY "A" = 221,120 SF � = �TP�TP�T \ \\ \ \\ Tp // o� ° / , , // / / 0 0 0 0 EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF a DTP 3 \ \ \ \ \ / ` �r°P / // ® co IC - ILEX CORNUTA PROPOSED CANOPY = 3,452 SF DTP DTP \ Tp S TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK -TP DTP DTP -TP /// / // z `� LANDSCAPE NOTES: SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY 'A'. �P�TP 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS EVERGREEN AND CONIFEROUS PARKING LOT TREE REQUIREMENTS TREES. 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE 1 TREE PER 10 SPACES MUST BE SCREENED FROM PUBLIC VIEW. \ � 95 SPACES PROVIDEDE- 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE TREES REQUIRED = 95 / 10 = 9.5 \ \ \ GROUND COVER (NOT GRASS). �^ TREES PROVIDED = 10 OK \ \ / / vW U) \ \ \ \ / J / Z 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. / / / �l 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION PROPOSED PARKING AREA: 61,255 SF BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN PLANTING AREA PROVIDED: \ \ \ \ / / A. / / � W � <� APPROVED LANDSCAPE PLAN. 350+525+262+154+157+465+200+747+557=3,417 SF > 3,063 SF ja U OK \ - \ \ / %� / / 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' \ \ C ✓ b / / / / / O SPACING AND 30'-40' HEIGHT. STREET TREES: CD z 8. SLOPES GREATER THAN 3: 1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO \ 4p AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6' ON CENTER. PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW - - _ _ J\ \ / •LEGEND STREET TREES WHERE POSSIBLE. , \ \ // / DB DEED BOOK E- 0. 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 Uriodendrontulipifera Tulip Poplar 12' 13/4" 387 2,322 SHRUBS IC 28 Ilex Cortuna Chinese Holly 18" min. 20 560 Canopy Grand Total 4,012 PG PAGE E. W --1.1 EXISTING CANOPY AREA CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT I FH FIRE HYDRANT E- E. 5'-15' SPACING AND 30'-40' HEIGHT. L / \ // WV WATER VALVE r) �_ F WM WATER METER , W PRESERVED SLOPES PER GIS S / \ / \ \ / // / / FFE FINISHED FLOOR ELEVATION 0 W 0 0 / \ / UFE UPPER FINISHED FLOOR ELEVATION a rn I o 0 o MANAGED SLOPES PER GIS G� / \ ✓ / / SHEET NO. BSL BUILDING SETBACK LINE + + EXISTING TREES TO BE REMOVED PSL PARKING SETBACK LINE T' \ \ \ r\ \ PP POWER POLE ® �A _ / / / \ \ \ \ SCC STORMWATER CONVEYANCE CHANNEL 207 VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT o o c 20' 0 20' 40' 60' / \ \ \ I SC WALL PACK -6\ \ ULD--- ULTIMATE LIMITS OF DISTURBANCE I --- TP ---- TREE PROTECTION FENCING \ m SCALE: 1"=20' \ \ \ \ --- FH --- FT OOD HAZ RI AY DIPTRTCT I SHEET 11 of 2r LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATER VALVE WM WATER METER FEE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALLPACK --- ULD --- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD --- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS v v v MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT �_ _ - - - - - - - vN--------- --_--------- N. - \\�- _ \ � IC ;III \\ -- 6 c - t n ��\ _ "T 11 11�1111�11• ---------- _ --------- _ ----- __-----�_- X // 1--�--_-----------\ � , \/� / ------ - \- o I - = z / % I / I / :,I \/ I / \-. 1I•\ / /' ��_i��L ''/ i-' --_- \n\ -1 / \ IIII 012 DA 3 //i'A.� !/R CSA I �n\�\\• \ �__ =/°_ \V, I_1_16 Ac_ -- /-�'�\\\\ \\ ! Ii i\\ -IF\\00 I///�` '' /'/'�/ )I f i' / {. - -sue ' I g. WAtE A , \ \ \ ..�, �/ •/ / / / / % / i i / i' iii / j / �_ / \ \ \ \\ 1 \;_390/ I \\ •--I d' F I \ ^J44pp I I \ - / i e 1 \ III \ 6 z q a \I ,//// \ --New Retaining WaIrE / / / \ q U IIII l / / �) I a .''c am / / / iw andrail / / -m. \ \ \ \ 00 W a I 1/////'�' ,..� vi �y \ \\, 1-- -� / / i'�/ UN DA- 32 �/ Max Height=22' /// w• \\_ \ \ \I I' / I \ ti z .� jID \ ' �� / ////% \ / r• \ ___-" .:r.� / / / / / / / /Outlei Structure i 0.2 A C' /� iv .\ _-''C "� /''i'' /' /' / / /' (Refer to ) j / / / /j//�" s'1 A I j� / / 376 /i //- 33i' GRADING PLAN NOTES: >;�'I DA l --_ ---- \ 1. REFER TO SHEET C-400, C-401, C-402 FOR EASEMENT PLAT. / 0.38 AC- 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW Z-I TO STORM INLETS. 'rOS l .irk ' I I \` T \ P ^ 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE / I / / / �/' DA Ex. Bldg I ---___----- Cr t� , I / / / / / / / / / / / / _ / I W O SCREENED FROM PUBLIC VIEW. / o, S \ / , /� / / / / 1 g I I \ \ * W rn 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES %'s' - / 1 I \ \ l �L E-' � LESS THAN 3%. A� - / I I / I / , I I I I I �� I I/' /' / /' /� 1 1 \ { 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED \, I I I 1 1 I l I 1 I \ (I I I II� I ew Ret long Wall D - / 114) /' I \\j I \ \ Z ¢ o W PJ I ° I I 1 1 I I \ o I Guardrail / DA BLD 14 ~----------- I \ ;( 0 > l\ FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' �'% C, = ; I I I 1 I I I I \ 1 I I I 1 I Max Height-5 a I \ it W m ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY - I W U a o z / I III 1 1 I 38A 0.07 Ac // q ;l � � aHt. APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. I I -1 I l Existing Industrial ;l �� / o • .. I ,, / - l I 1 I I I 1 I I I I 1 1 I J300010 SIF '/ 1 I g d I I I 1 I FIFE -MO �f000 I building it F w 1w ow EX 2 I 3 O0 I / b / 9 , // �� ,n I I I \ \ \ I 1 1 I I I I t�smrt,1 I I I I Q1� \ \ \ / 4p" Existing Industrial Building ' III II I It 30' 0 30' 0' I 90 // / I /�/ , \ \ I I I 1 1 I I 5,goo SO I I I I \ \/ s g g _ -/ o U I I I \ I I 1 11 1 I I I FFE 3413.SiI I I I .."�• --� Existing I G I I '�� W SCALE: 1"=30' - I \ I I I 1 1 1 I I I I ? I I I II II I 11 13 11 \\� I Asphalt I I Q I // / / /�- lit 1 III \ I 11 I I I II I 9 _____ _� j,',',' e l \ I \ 1 1 II 1 1 I I I I I I I I ` DA 15 l\ l Parking \\IIII I I I i1 Q C`J \ \ I ^� l l 1----�--� l G• I I / I / " I III 11 1 1 1 1 1 I // \ ,\ \ I ---- DA 25 I W New Retaining Wall F II \�� \ \\ MaxHandrail Hei ht=8.5 II 0.25 AC O '4pq_ / CKJ`R \\ 9 II DA 14 � ,• \ _- / IIII 1I I .I 0.15 AC I \ \ \ \ \ \ ��♦ ,^\ II \\ I \ EX CONC V \ RETAINING \ WALL ITw=403.1 DA BLD-12 402_ ,,.20.26 Ac 232 SF/FL -- 1\\ aoo 22.460 SIF \\ H z� l I \ Io GFE=398.00 \ \ 1 FFE=396.00 I; ; I I I I I I I I f{ew 4taining v%II C w/Handrail 1' I I 1 I I I I I Max Height-15 •-4p0- \ I I I 1 1 \ \ \ o //\1 \ 1 1 I I I I I DA 13 � \ Existing Industrial \ I I I/// I I I I I I \ p _ Iz building I \\ 1 I I s: 394 per------ Y \ .10 AC \ \ \\ \ \ / \��'D , z \\ n. `DA 12 fill / / / /; i ■ ; III\\ \�\ \ \ \\ \\\\ `-- 0.52 AC � /IIII L�ii \ - 4� I I I I I I II I 1 \ 1 \\ D \ - _ o _ _ �-�------------------ If/ / a I I I I I I I 2\ \ - _ DA 1 7A �1i1111 Il i // ��</ - I i l i I i i I \ \ \ 15 \ ;� �:..- 0.14. \c ,/ �C.. I I \ 84 \ \------- • e -_- /' ----- --------- I I 1 I I I \ \ \ \ \ \ \ �3so- - - �' --- /� --_ - \ \ ,- ,- � . � ' \ A CG-6 Channel \`_\\ - _ _ ---- - - DA 191 0_.5_9 Ac \ / / \ _ - - -New Retainin Wr.. _ ( II I \ \ %It&SF \\\ V. \ \\ \ \ --_ _-/'� / _'/'� U/ \ \ \ .43 Ae x Max He'Ight&1.5'Gutter \ ;ill I I I 1 I I \ \ \ \\\ \\ \ \ _ / \ \ \__ -' It 0 9 I I I _' 'II m l I I 1 I \_ ettasF \ I I a.ii I I I I 1 I -61 3741p 3 \ .470RY" \ \ \ \ \\ IDA BLD 07 F i I ' f3.175 SF/FL \ \\ 4.925SF' / / ( \ --DA BLD 06 \ _ I 0.32 Ac --- ------ // // I I I 1 \ \ - \ \ \ / FFE=394.00 - , / / / ' •: I, --� II I I I \ \ \ 38p GFE=381.00 / ' \ \ ' _ _ _ \ _ - _ - - _ , - -' i'/ ' / I \ \ 9 ---,- - _ -- --------------- / / I I / / .I I I \ � - - - � l 1FE=37L00 / - - l / New Retainin Wall N � \ \ \ \ � � / I I \ \ \ I , / DA 17-----_--_--_-_---_---_-_ ' ' / / .w Guardrail � \ �+ - - I � \ \ - - - ---' / ' Max Nei ht=75' - f 0.11 AC /_ - - - - - _- / / / / / / , / / / / ••�; ;;I I 1 \ \ \ - -\ \ \ \\ \ \\ DA 8 - \ ,/' / ,/ ,< _�/ New Retaining WallM ✓ " - ---__. \---------------- / / / / / / / ii II 1 1 \�� \ \\-- -\\`\ \\ \ \\ \\ \\ \\ ` 0.1 8 A - / / Jdax Hei ht=2.5' \\ \\ `\ \ luX - _-' -�-------------------- =- \ 17 -,DA BLD-8 _ 1 I 0.04 AC / / .'� ll - I \ _ _ \ \ \ \ \ \ \ \ \ � /l{FE. Olt' \ \ .r ` \ / - - / 1 / / / _ \ \ \ \ \ \ \ \ \ \ \ - _ \ - / / 5 - \ 3e \ New CG--6 Channel / , / l l l :� DA 30\ \ \ \ \ - 6 /, � Erg I I - DA BLD-9 - 7- ; ; \ \ \ \ \\ \ \\ \ \ - MaA>ZF ` - 0.05 AC ��°- I I 380 1.08 A \ \\\\ ` ` \ \ FOS DPE %Pi$ate DA 1 6 \ \New Retaining Wall �\ / i I • \UFl:=3@Bb0\ C/ I ' \ \ \ wandrail \ \ \ / / Weir Walls r • \ \ \ _ _ /' \ /H 2-STORY \ Max Hei ht=11' \ - \ \ \ / (Refer to 8/C-306) 0. 3 9 AC \ \ \ \ \ \ Z640 SF / \ r \\ \ \ \\ \ \ \ \ \ / / , / I. (5,280 SF) \ \ \ \ , \ \\ \ \ - \ D A BLD 0 2 / :. / ' /'ja 18 - - _ '�., _ FFE=377.20 \ \ \ \ \ \ \ \ \ 2 , \ _ _ \ \ \ \ = - UFE=W7.20 \\ \ \ \\ \\ \� \\ - \ \ 0.10 Ac ' ,/ / 2-S10R4 \\ \ 1_ \ �\ \ _. �\ - ------ DA 05A_ _ _ \ \ \ \ \ �1ew Retaining W11 A ` / / D A BLD - - - - 7S- - \ - •/ '' i \\ \\\\-`�Maz Height=2' - - -0. 08 Ai. , / / ,UFE.370.5 \�- \ \ \ \ \ \ \ _ _ - a -� ' -- STORY \ \ \ \ \ \ \ \\ \ \ - /' / _---- 3&4 3,87 SF/FI- N, ISL IF l l I ro i I; // \\\\ \ \\\\ \ \\\ _ \ r' +.'� - '•:'- -- --/ / /' / _ 0.18 AC \ FFE735450 - -\ -_-3j4 _ _ 1 _ _ - - - I i / /'/ / /'/' W CD C> C> z I 0 0 0 l 11 1 S \ \ \ \ .. .. .. CS' • ' _ / \ ---_ \ \� \ __ -___ �/ii / / / / / E-I CO i0-a N ,// /' / l l l l l� / /'' .xi�l N 334iL.�•b' \\ - \ \ ,TOM \ ----- \�/ •� // /_ - \'\.'\*y\ ' \ \360` - \ \\ \ \\.. �.\ \\ �\ \ _- �- '- _ _ nz29 o IDA 05 _ 2-STORY �o _ _ - --- -DA BLD-5h\ \\ROAD \ �' /' /s 0.25 \\\ - --- Lec) \ I\- -_ \ \ \ _ 0.09 AC A 07 0 \ / i ,/' / ,',' z ,/ /' / I I I I I/ l I __/ .i \ i ® \\ \ SS0,4\ �. \ \ \ \ / ✓' \\\ \�� > \ \ \\ \ 0.32 AC \ / I l I _ _ \ \ "�` _ 13 N P _' • \ \ \ vl / / / /� i_ fx v3 vz vz vz / l /II l N �\ \ \ \ ---_\ \ -_-\ E w--__S \\ \ \ y�y A via /G �I /�// % %�W w w w w / / / ' n \ \ \ L - - - ..��.' _ - CT' R O- \ � � \ � Ci' \ � / ew Retaining Wall H - _ - - / \ _ _ _ - - - P \ \ \ - - _ y/ w Guardrail I / / DA03 -_---_ - --- _ ��- �� D � \ \ ;t��-_ Max Height=6' / / / '// /.7/�ii/ U U U U _ - - _ / / / // /// 49- ox \ \ / C) 0 0 0 DA BLD ' / O CQ co0.03 ew Retaining Wall L AC /Guardrail ew Retaining Wall I \,45t36&- zBLD 01 F/R /, ax Hei=w/and9it FE=3.35 yMax Heiht=10' <- --------------------0.17 � Ac 339 HDPE ��-___ �;✓ � New Retaining Wall) \\ \\ \\ \ \\ \ \ \ \\�/////i/ \� \ 4 (/ x \ \ F 'yql .II -- _ -\ wx Heigail \ \ \ \ \ o \ \\ \\ \ \ \ \ \ / Max Hei ht=7• \ 8y'/ '� // \ %Ce b C/V \ ` `�/ I I >, I I >� I -------- c-_ _----------- -O \\\---__-_ \ \ \\\\ \\\ \\\ \\\\ \`\\\\\\\\ \\\ \ �'i'///'%/ / W .4 CJ / / ) 'C ---------- --------- / \ \\ / L/ / ---' __ \INV=319:46 __ to{{ :C_ \\ - , I / / 30' G I All 320.5 Forebay 314.5_ 5,565 CF W uuluri \\ � 3'o/\\\ \ I l ;1 0 L31Crest318.6INV=319.0 •,7y" _------- SHEET N0. � o Emergency 9.00 a \ o •\ l ' / / / C-300 2 ---� � S SHEET 12 ovC/ iron y,' / ; /'/ �__-\ \ \ ( '' / / / I-----------r' 0 360 355 350 345 340 335 330 325 320 315 310 -0- �Aiai. w swuwry sewer wri require a test pit for actual depth. Adjust storm sewer as necessary to provide a minimum separation of 1.5' 1 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' Str-06: VDOT MH-1, IS-1 Str-06A: VDOT DI-7 4+30.5 0+36.3 Str-11: VDOT MH-1, IS-1 RIM: 353.81 RIM: 353.00 2+69.2 INV OUT: 348.13 INV OUT: 348.50 RIM: 383.71 Str-13: TRENCH DRAI INV IN: 349.30 INV IN: 377.75 0+65.7 INV IN: 348.23 INV OUT: 376.57 RIM: 381.13 365 365 390 80 360 360 385 385 355 355 380 380 350 350 375 375 1.03% - 114 - 63.1 ° 345 345 370 370 340 340 365 365 -0+25 0+00 0+50 -0+25 0+00 1+00 4 STORM SEWER PROFILE 5 C-301 STORM SEWER PROFILE HORZ SCALE: 1"=40' C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' VERT SCALE: 1"=10' 16: VDOT DI-2A, IS 0+45.4 RIM: 369.67 Str-17: TRENCH DRAIN INV IN: 364.10 0+38.7 INV OUT: 364.00 RIM: 367,28 INV IN: 364.11 [INV OUT: 364.69 380 380 375 375 370 370 365 365 - HDPE @ 1.50% 360 360 -0+25 0+00 0+75 8 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 350 345 340 335 330 325 320 315 310 -0+25 0+00 g STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 1410 -0+25 0+00 1+00 6 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 1+00 2+00 LD-229Storm Drain Design Computations (10 Year Event) Pipe ID From Point To Point Catchment Area Runoff Coeff Incr CxA Accum CxA Total Tc Total Int Total Flow Up Invert Down Invert Pipe Length Invert Slope Pipe Dia Pipe Capacity Velocity Flow Time Inc (ac) (C) (min) (in/hr) (cfs) (ft) (ft) (ft) M (in) (cfs) IWO (min) 130 35 34 1.16 0.86 1.00 1.00 5.00 6.62 6.62 372.60 370.00 28.0 9.28 15 17.05 13.00 0.09 128 33 32 0.21 0.72 0.15 0.15 5.00 6.62 0.99 364.16 364.00 11.7 1.36 15 6.54 0.82 0.24 126 30 29 1.08 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 5.00 6.62 1.19 364.69 364.11 25.0 10.00 15 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 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 50 380 Str-Or)- VDOT 71-3A IS-1 375 370 ' 365 U 360 , o , 355 ' N x - 350 MKIMUrn MAW 345 ° 340 335 -0+25 0+00 1+00 2 STORM SEWER PROFILE C23 01 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 410 405 400 395 390 385 380 375 370 365 360 355 350 2+00 2+75 -0+25 0+00 7 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 410 405 400 395 390 385 380 375 370 i x Str-31: VDOT ES-1 = N -0+00.1 rn 0 0 "� Str-35: VDOT ES-1 INV IN: 365.81 0 > o � "' 1+02.3 INV OUT: 372.11 380 375 370 365 360 �� III �1G•a11R1t19!!_!•• *�� a11117� ll1�l��I��-� ��lltlll�l-�I�L • : - 1 altq[iCi� -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 Line Length SfDn VeIDn Hw HGUnct Grnd/RimElev Up (ft) (in) (ft) M (ft/s) (ft) (ft) (ft) Str-02 316.89 241 70.091 01 10.851 1.83 318.831 324.32 Str-03 319.76 24 65.364 01 12461 1.83 322.341 325.8 Str-04 322.34 24 94.272 01 7.971 1.71 337.391 350.86 Str-05 340.18 241 14.047 01 9.391 1.711 340.681 347.95 Str-05A 1 340.68 241 68.921 01 7.811 1.621 347.491 348.78 Str-06 1 342.32 15 191.125 0 6.86 0.64 348.77 353.81 Str-06A 1 348.771 151 26.321 01 0.671 0.231 348.731 353 Str-07 1 349.621 151 26.436 01 9.31 0.611 352.081 355.72 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 1 377.74 151 .735 01 3.391 0.29 378.791 381.13 Str-14 377.651 151 62.7541 01 2.811 0.691 381.591 387 Str-15 381.591 151 189.1981 01 4.051 0.61 384.111 385.62 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-21 374.081 151 50.8391 01 5.361 0.75 377.25 383.72 Ex Str-22 I 3-n.251 151 160.3821 01 5.51 0.761 394.38 402 Ex Str-23 1 394.51 151 148.8941 0.8391 4.531 1.091 396.061 400.84 Str-29 1326.31 151 2301 01 6.391 0.68 332.081 334.24 Str-30 1 332.081 151 45.31 01 2.791 0.51 334.51 335.3 Str-33 365.681 151 11.7331 0.0321 0.821 1.541 365.71 366.27 Str-35 I 37n. 51 181 28.0071 01 12.861 0.991 373.59 366.14 380 375 �370 365 360 1+75 380 375 370 365 360 355 350 345 340 335 1+50 395 390 385 380 375 370 365 360 355 350 gar �iilfii•�Ili lril•�i�-��OMNI tdtlfaYl� ��!11•11S1T�l�:f:�T�91lT�E��l;'�.�•wrr_f�� ■iLlldl'1'd'1'a�'fJYIY��C�81�l�Il��+�'E�i!•- ��■IRtJntd7�S•1�iiS[�c�-I�+!_i�r�iT�..71�=� l- ��-I � •FBI •C.id"®Ir�� 1-1- ��-I�i7rS��-hsir±F��-i��l-% 1- ��-��iY11�H3.'1TS�� -ii/1SSY�Y- ��r��w�a��:� �.-Itltl�t��l��d.•l�lr� �d-l�SISr�I�_ �I� d•►�J_Rel-��mv�ria-raiww� �II�IIIII��IIII��w1r��r�Y��llt:�11� �i�G711Y��fseftllf:YlFff1.�:I1tJ=GII:IfY�G-- ��II�% �79f••lSill![�iL;r!fitSn�"t7.isF,��--- wl------- MENOMONEE 11MENOMONEE 111�------ MENOMONEE 1 1 • • RSYfZlI�:IIIS��Ii�iT11✓ii---- -0+25 0+00 1+00 2+00 3+00 3 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 3+5( 95 90 85 80 75 70 65 60 55 50 45 rn z 00 o C\2 0 . O x U] z 0¢ 6 M w w Cq o a m a Ca z Q x U � 0 OJ Z � o ao C\2o F N C\2 Z m> W W Co >Ua�z 410 �UWEEl W O O 405 � � Z a�a O U 400 W Z 395 a Z W 390 385 380 375 370 365 360 355 350 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 Str-32: VDOT MH-1 0+03.34 SEE DETAIL on C-612 380 380 375 0 � 375 L � 370 370 365 365 128-9.6'of15"HDP 360 360 -0+16+00 0+50 11 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' v @J 0 m al O. al j N Q N C N 0 V y r O p p w 'i j ~T N E w Q V a+ i 76 a+ L u L m L ? ++ 7J a+ L0 u + O C E y a1 U ra U O h ++ l0 ++ M N CL VI z C t7 V K V V1 G a a a �: N N (ft) (ac) (in/hr) (cfs) (cfs) (cfs) (ft) (ft) 1 1 2 1 3 1 4 5 1 61 71 8 1 9 1 101 111 121 13 14 STR-3 DI-7 325.80 0.64 0.86 1 0.55 r 0.55 r 6.62 1 3.64 1 0.00 3.64 1 0.45 1 326.25 6.0 STR-6A DI-7 353.00 0.06 0.86 1 0.05 r 0.05 r 6.62 1 0.34 1 0.00 0.34 1 0.15 1 353.15 1.2 STR-33 DI-7 368.27 0.21 0.72 1 0.15 r 0.15 r 6.62 1 1.00 1 0.00 1 1.00 1 0.23 1 368.50 2.7 13 -� INLET DEPTHS FOR DI-7 STRUCTURES LD-204 Stormwater Inlet Computations Sag inlets Only ua Q ,. ai o. n v a v v a, °' z a p ° °' u' a o r d i fl_ G a) U Q L O Ua X X 7 U C '� G :3 CUF O E w V Fes, '� - �' �o l7 v s u v o_ o x o E r al �- r +.+ O C Q E: c 4J ra U m O a: .O+ ++ N 7 .0+ O �. n Q x O *' = d V F @ 2 O M O 0 a ai v) z - U U z U 4A a a to a L7 r v, o a a U o 1 2 3 4 1 5 6 1 7 1 8 9 10 11 12 13 1 14 15 16 1 17 18 19 20 21 1 22 23 24 (ft) (ac) (C) (in/hr) (cfs) (cfs) (cfs) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) M (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 0.17 100% 1.1 0 Str-08 DI-3C 4 0.18 0.86 0.15 4.0 0.62 0.015 0.08 0.02 0.08 1000/0 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-36 8 0.52 0.86 0.45 4.0 1.62 0.015 0.05 0.02 0.08 4.81 0.21 100% 1.62 0 Str-14 DI-36 6 0.15 0.86 0.13 4.0 1.33 0.015 0.08 0.02 0.08 7.96 0.32 100% 1.33 0 Str-15 DI-36 7 0.48 0.72 0.35 4.0 1.38 0.015 0.03 0.02 0.08 7.26 0.4 100% 1.38 0 Str-16 DI-2A 2.2 0.3 0.86 0.30 4.0 1.03 0.58 1.61 0.015 0.03 0.02 0.08 3.24 0.14 100% 1.03 0 Str-19 DI-3A 2.5 0.43 0.86 0.37 4.0 1.48 0.015 0.07 0.02 0.08 3.65 0.21 61% 0.9 0.58 Ex Str-23 DI-36 7 0.25 0.72 0.18 4.0 0.72 0.015 0.04 0.02 0.08 4.77 0.34 100% 0.72 0 Str-29 DI-36 4 0.29 0.86 0.25 4.0 0.84 0.015 0.09 0.02 0.08 6.58 0.33 100% 0.84 0 V"am G.-,a 7 REF 1 !E[ = 11.4 FT ROOF DRAIN CONNECTIONS Building # Drainage Type To Structure 1 Roof Drain 2 2 Downspout 5A 3 Downspout 5A 4 Roof Drain 5A 5 Roof Drain 7 6 Roof Drain 9 7 Roof Drain 8 8 Roof Drain 18 9 Roof Drain 18 10 Downspout CG-6 Channel 11 Downspout 6A 12 Roof Drain 12 13 Downspout 15 14 Roof Drain 15 z 0 E-E a_ U N E N E N E N E rn z z z z [T] W W W W 0 0 0 0 U U U U z z z z z z z z 0 0 0 0 0 0 0 0 U U U U O - c� Md� z O C�6O ZFT, W O z� a� f/D y � a E-� F F w D a x 4 r/] SHEET NO. C-301 SHEET 13 of 25 410 405 400 _ 0 orn 0° N N > a�iN� tp C N 410 405o 400 T 41 -'- Cv w ,ti O . t� < ZE--- _ c >� C7� U- t0 - OJ Ad N _00 _ _� --- - --- _ i W Ad 395 395 �� mM / 390 vu) LO CN } 390 0 0 Z 0 °'+ �� 0 x 385 385 C\2 x 375 370 � x ` to + ` a emu' Ad FT � 380 375 370 co rn a F co ' -�� C-4 } o w F -:4380 Q 1 .Wa 1 1 PQ a Ca M w LZ7 w Q w � x o 365 o (6 O Z 360 360 `-4 o 0 355 d 355 a F � � 0 / �c\2 O U 350 350 0 >+ w oa co c�=��n _---- -------- 345 d co _ j.mn+ I '--- -- ------- 345 �I � � y � q �o �� D w x W E- LJ * 340 340 0 , 0 - Z P. SDR-26 335 335 U W o d, W 330 330 a Z 325 325 W 320 320 -0+25 0+00 1+00 2+00 3+00 4+00 1 WATERLINE PROFILE C-302 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 5+00 6+00 7+00 8+00 9+00 10+00 11+00 95% COMPACTION 12+00 13+00 REQUIRED IN ALL FILL AREAS. 14+00 400 400 395 395 - 390 -' 390 92 385INV 385 NV IN: 362.77 N - - 380 - 380 , if-- 375 10 375 ^ - 2-1z 370 - - 370 z N - - i i 365 1 ni iT. mn 43 365 cnR -o z 360 _ _ Fit360 355 ' ' 355 Ductile n 350 ------- - 350 � - 345 °° 345 nVP (a^ 340 340 IN � rn z 335 - 335 N -or o °MR X N � 330 z 330 ------ N Ck� _ -- 325 --- 325 320 320 0 0 0 315 315 F C] o ci 0 0 310 310 -0+25 0+00 1+00 2+00 3+00 4+00 2 SANITARY PROFILE C-302 HORZ SCALE: 1 =40 VERT SCALE: 1"=10' 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 z 0 E-E U w Q E---E C4 C) o e>. 2!;z 5 C) E--E 0 C> 0 0 F 0 C> z 0 0 F 0 C> z 0 C. WATER DATA SHEET Date October 5, 202o (1) Project Woolen Mills LightlnduslrialPark 2 Project Location Intersection of Franklin Street and Moores Creek Lane 3 Consultants Meridian Planning Group 4 Sources Ragged Mountain Reservoir (5) Design Population lnwwn o20) (6) Hydraulic Capacity 2604 (7) Pipe Material Ductile Iron (8) Pipe Diameter (Inches) Length (Feet) 4" 6" 47 81J 1283 10" 12" (9) Fire Hydrant Assemblies 4 (Number) (10) Valves: (A) Gate 6 (Number) (B) Air Relief t (Number) (11) Fittings: (A) Cross 0 (Number) (B) Tee 4 (Number) (C) 900 Ell 0 (Number) (D) 45' Bend 7 (Number) (E) 22'/Z Bend 2 (Number) (F) Reducer 3 (Number) (G) Blow -off Assemblies (Number) (12) Minimum pressure at critical water meter 113.2 (20 psi required) Building 12 Water Meter (652-391) * 0.4335 Authority Provide: Booster Station Storage Reservoir A-1 SEWER DATA SHEET Date October 5, 2020 (1) Project Name Woolen Mills Light Industrial Park (2) Project Location Intersection of Franklin Street and Moores Creek Lane (3) Consultants Meridian Planning Group (4) Waste Treatment Facility Moores Creek AWRRF (5) Design Population Nip` (Number) 14 (6) Connections (Number) (7) Industrial Waste none (8) Pipe Material -SDR26 PVC & Ductile Iron (9) Pipe Diameter (Inches) Length (Feet) 6" 8» 1410 101, 12" 15" 181, 21" 24" TOTAL FEET 1410 (10) Manholes: (A) Standard 12 (Number) (B) Drop 1 (Number) (11) (A) Siphons & Pump Stations 0 (Number) (B) Force Main (Size -Length) 0 (Feet) Authority Provide: Drainage Basin Sub Drainage Basin A_2 UTILITY NOTES FOR ACSA: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. GENERAL WATER & SANITARY SEWER NOTES FOR RWSA LAST REVISED: APRIL 2016 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 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. 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD AND AT RWSA'S SOLE DISCRETION. COORDINATION WITH, AND THE PRESENCE OF, RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. GENERAL WATER & SANITARY SEWER CONDITIONS FOR ACSA ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.THE LOCATION OF 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. COMPLETE OR ACCURATE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES WHETHER SHOWN ON THE PLANS OR NOT. ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADDITIONAL COST TO THE OWNER. ADOPTED BY THE ACSA. 7. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). RWSA IN WRITING. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE 8. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.W 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 9. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA UNDER ON EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING"PERMIT WHICH MUST BE OBTAINED BY THE 10. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES CONTRACTOR. APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING"PERMIT WHICH MUST 11. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. BE OBTAINED BY THE CONTRACTOR. 12. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANG* 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF RETAINING WALLS, FOOTERS FOR ANY STRUCTURE. DRAINAGE STRUCTURES. ETC. THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" 13. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA z , IN � O Z W �4 (� �_ Z W E- Z a Q O O - �:-- E-� w l a 0. x 2 E--- U r 0 p W 0 124 12-1 E�_ E� �D w F F w W SHEET NO. C-302 r SHEET 14 of 25 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 411111111111 EW I--.-r 6'�4" 8» INITIAL BACKFILL Bea I 6 MHH MIN. MIN. MIN. 6" BEDDING ;: #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 4 I INITIAL BACKFILL 4 1 8" B. Be e" SOIL\ I MIN. MIN MIN #68 STONE 4,,,^x,' GRANULAR FILL ASk<; ' APPROVED BY ACSA;`s; rt1'• ST I CSTABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NITS 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 ly MIN STEPS CAST IN PLACE PRECAST REINFORCED ' CONCRETE SECTIONS 12" PAIN 0 RING SEALS • 16 MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-011 5. FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ° VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER 0 CONTRIBUTING a -- - SEWER. ° .'.+ A. • •. I .." 12„ A FILLETED INVERT OR A SMOO , A TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 5" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A 1/0 BEND 1' COMPRESSION x 3/4' MALE PIPE COIX4.a10 OR APPROVED EQUAL / � CO r7 PPER -t TEE NOTE: NO SWEATED FITONGS r] DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDEN7IAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERMDEIL 2, ` R •' IMPRESSION x 3/4 MALE PPE OOUFL G PPROVED EQUAL MR USE ON DETACHED SINGLE FAMILY tESIDENTIAL SERMCE WHERE AN IRRIGATION dETER IS NOT PROMDED. .� �caRPatATON sTOPJ//I / •: NwECEESSARY �YYv 1 SAND OR DUST UAND NDER ;�s+I' •.+I!!s t'y�,,.: '1ia:+e C DIAMETER DRAIN PIPE, 12' MINIMUM THIGWES2-INCH i5'ys'y4r } �• ::1.g,;a• LONG WME POCKET. VDOT •K....'•+..vrF{.4.':?a�aea'aK•'a5 SPEC. 203, NO. 57 AGOREMN TYPICAL SERVICE LATERAL INSTALLATION (5/8•7 & 1 is METERS) NTS FIG. III SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.0E 2.25 2.5E 0.15 22 1/2 1.50 2.00 2.52 0.1E 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 221/2 1.66 2.15 2.69 0.13 3.16 291 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 EMBEDMENT 8"MIN SPRING LINE OF PIPE NO. 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE CALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE - TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 PLACE 5' GALVANIZED " WITNESS " POST WITH „ CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE slim I II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z Z U M.J. GATE VALVE WATER LINE �P . • b 2500 P.S.I. CONCRETE 8 n 2'x 2' BEARING AREA. THRUST BLOCK 4 A, C d 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 [COVER LIFT NOTCH 14 1/2" 1 12 1/2" 2 3/8" WATER CAST IRON LID 18" METER BOX - n rip, N �1 18" 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NITS FIG. W-7 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 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:HYDRANTe • WITH CHARLOTTES- VILLE Q _THE LOCALSTANDARD. LENGTH OFBRANCH 6' MIN�+ TO , i� , \\ �, --kALVE \�\ :.I #68 STONE' 42"MIN 6" GATE FFF VALVE TEE 250E P.S.I. CONCRETE A. BASEAND THRUST , ;• : '.i'•l f;• BLOCK AGAINST 1 •l''�'1 UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL i5 DISTURBED 0� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FiRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 ANCHOR EXTENDS INTO SIDE OF DITCH /,�,�s D1TC1 _ LINE T �J �6' MIN. /•.=� M Z r D.I. P GRADE SPACING 20% TO 35% NOT OVER 36' 35X TO 50R NOT OVER 24' 5OX OR GREATER NOT OVER 16' PROFILE fag E SK \` \.. ,•, 111 IIIII 'I11111• 11„If, . i'11111111,. 11,+1„,H \I, 'If//111/1///11/1111IIIH ■ Hill)/1+11//////1/11H 11„ 8rlll11111/,//11//IIf1111H1 � 1111111 +, 1111111111111111 +f. .+ `I■nil rg FZ2 I E rkn 00 IIIII,II III1111111111111.y N, 4H/N1/1/1+1/II/IHI,,.N1/ 11,11//1/IIIIII1111111111 H1 I11 1111 11 ,1111111, IIIII, 111 I e,lll /, I+H111111111NIIIIi �,1IIf /, IIIII //11,1111I,1,11 ,I MITI H1111111111111111, I,+H IIIII+IIIINI,HIH : • '940141y,II10�i1�1I1110�Jd,�,OY • • 1 • E it lu LL • • TYPICAL MANHOLE • • COVER FIG S-I-D TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 PLAN ANCHOR Nall AT FIRST JOINT ABOVE MANHOLE FRAME & COVER SEE FIG. S-1-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX ' RUBBER COATED STEEL STEPS ®s CAST IN PLACE PRECAST REINFORCED CONCRETE •. SECTIONS WITH "0" RING SEALS • OR APPROVED EQUAL 3'-0" MIN e THE DROP CONNECTION SHALL BE a e DUCTILE IRON PIPE CLASS 50 5" y BACKFILLED )) Fl LED IN 6 LAYERS AND COMPACTED BY HAND TAMPERS OR BACKFILL D NTH -C 12 MIN E SELF -COMPACTING 16' MAX STONE, • MINIMUM ELEVATION DIFFERENCE VARIE A 12' MIN 12"MIN .Q ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH Q ^ TRANSITION OF FLOW BETWEEN INLET & OULET PIE S • P HALL BE •• ' a t 'Q PROVIDED. 1a ... �. p..i • 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 NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS NTH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-I-C AAlbewo&Cwnh► Hydrant Flow Date of Report Service Authority Y 4/18/2019 Servig"One"NN Test Report 16e SpoftW lipid C WbeaaYM, VA 2Nl1 149.19714511 - f4� Location Broadway St Near Woolen Mills �J Date and Time of Test 4/18/2019 10:22:00 AM Minutes of Flow 2 Pipe Size (Inches) 8 c Pressure Hydrant 11450 Static Pressure (psi) 112 o e Residual Pressure (psi) a 90 :. Q20 Looped Q20 Multiple Inline Hydrants Q20 Single Flow Sprinkler Test Single Flow Flow Hydrant #1 10426 Pitot Pressure #1 (psi) 74 Test Flow 1 1202 Flow Hydrant #2 Pitot Pressure #2 (psi) Test Flow 2 0 �o Flow Hydrant #3 Pitot Pressure #3 (psi) Test Flow 3 , 0 Total Estimated Flow (gpm) 1202 1 o o AWWA Q20 Calculation (gpm) 2604 ''_ a o 0 0 e� (Value of Zero In Q7o Indicatep in Sufficient pressure drop for calculation) - _ e o A e Comments Flow hydrant was all the way open.. For n vlhod of cdluilali nl; pitot flow w01 a diHusv, we oq 17 Wahlo and WG•s article 199010urn1l M Ina ge meat and Opr'ratrons AW WA a ro (All tests aaducted[s' mg2.5di,ch,irge Gullet uolv% olh(,rwise%pecihvdl � o 0 1P � p Estimated Consumption (gal) 2404 For use fol water audit Signature of Tester: 384 i - egend e CSA Hydrant 38y i�._ �- •" IrSerNce, Ownership /3A6 Not In Service, ACSA Owned Not In Service, Priyata Ownershi v 368 '7j? '�:64 } ♦ In Service, Private Ownership tIn Service, ACSA Owned ACSA Fire Line 042 m� A Water win 'fly Type 38 HQ'• - / - -1 Potable Water a 4 Deadend ACSA not connected to City water Raw water et//e t -' "2 336 QR040 w•4Y`On 'i D421 ° 1042G1; ,(•T a / FlowPressure r_ asp. o s� Hydrant Hydrant A' _ 1 146 0� o FG s 2 r. ry 380 4�ZQ /� "6cO ST 1042 _ %/' �J //1// �//I� ✓°'"Y:,,� � � F364 1, ` _ 356 360 , � •�\ �� r�. 372 - ,36a _ 372 � I J, �`"� °� ; ''1042 352 340 376 N f_ -MOp `S o > RECREEK Utilities structures. lot:ires, aM ail appurtenances indicated on Mrs map are m, 0. f r pry ft al p*, and n gaS,re beJtprl any es. Th o s not imerbed'or arty pare el Mtno pecoa arvat-. kti Zap plennlne end pov,t L btmepn mn rft II e a System Chan on this map are bear, uped to pe a Vlt? � �� i 11oveof v recent WA y de m wm o III. t sy5.em Ganges may have peen since M I w E - MmeafMaepowt,.Atyp, boLmesa+p'cp«FapnY acmalion,nt a,, depill Mor, Of be use fo �mesgn. m d proo,. o o s aotim of rnq Is for g ms, to real pr tion ony and shall rat to It for the Service Auth •r't 7 design. mad�fiotion. or oomwdnr1 d Mprovemems m real prcyeRy cr for food pbn deWmmaron. S - Aedalln•p•yOCanmorweeM aVryiru 0 120 24C 380 480 jam. -ye •'-ter Planmetrie Ds,a Property d Canty o`Allxmane Fee! ACSA StaI!MMI0020yY 7� �0 �Q4 rn o 0`2 O O co x x co 0 z 6 w Q 0 ZZ.7 U " � x W U Q Z O O �aC\2o �r P1 �o O U C) > w 0000 Pa >p I cop LJ * WEZ S0 Z a�a W 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTIN ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 3:1 (HORIZONTAL: VERTICAL) (SEE ACDSM 8.A.2.) 5. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 0 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY ENGINEER, o 0 CQ CQ OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. F E- CO 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. a o 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. o o 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Z 0 GENERAL CONSTRUCTION NOTES FOR STREETS a (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) ; F E- E- E- 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR w w w w w MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. a �lE 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS o 0 0 0 PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE a > > SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND E- SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. o 0 0 0 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. C5 CQ t 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET Q ( ) OFFSET FROM THE EDGE 24O 5. B OR C . WHERE URBAN CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A ) 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 P' SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS W Q PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND .4 a- THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. Q 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF Z E-I THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR Z Q PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL a Q TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 0_ 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION E I PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. E-i �D �a F F-�•I a Fw-1 F GENERAL CDD INSPECTION NOTES E- 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT w -- F REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN USBC. 0 w 2. ACCESSIBLE PARKING SPACES, ACCESSIBLE ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE ICC ANSI A117.1-09 a AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM SHEET NO. MANHOLE IN THE PUBLIC SEWER SYSTEM, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL Cess`3 03 RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALK. SHEET 15 of 25 CIL 6' 10 10' 2 ji D10 :'N \ �/ '/ Y� / ,\\ 11 � ' I \ 1 b. \ \\ l/ \ \ / /`i % / \ \ \ 1 1 \ L....=L� 8 ILa �'i 2" SM 9.5A •`, � 111111 / / �Od �' _/ / ,/ L� , 1°/ SLOPE CG-2 2% SLOPE CG 6 \\ 1 FORD ROAD TYPICAL SECTION (10 00 11 75) III I www-wu I I I I I I � -s�\\ /Id A1\I 1 C-304 SCALE: NTS 8" VDOT #21-A 3" BM-25.OA / / / =' ' ' ' /' � ,1 \ / ,. / , / ' / / / .- I �, \ \ ) d" Aggregate base material Compacted Subgrade CL t 1 I o 18' 1-055 10' 2' 8' 2 0.5' /ODIC Ey 4 x SLOPE 2 SM 9.5A1% F ml LOPE CG 6 56 / III= -III - _ - - - - .. a.1.Y.•1r : , / " n ,',' / / / /' /'/' ' /' //' ',, y,1 \ \ \I 1 Z U U1 W 8" VDOT 21-A 3" BM-25.OA 0 d W Z ^.0 A= / %''%/ / / / / // / , / / / __ m parkln9 �1` 11 4- , 9 x Aggregate base\ material Compacted Subgrade. /'v ' / guild' ®® 2 FORD ROAD TYPICAL SECTION (11+75 -> 12+25) 1 / / 3 6r9W 4 402.45 / / 4 i ; ,' ;';'i ; ; ; ; ii ';''i '- e4 C-304 SCALE: NTS EN. / / it / j /' ''''' / /' /','r' \ 1 ,' r `\ F+ y II \ `\\ ; ; _ 1 I I / / \ \\ \\ \ \ \1 1 1\ \\\\ rooi Y .•'•I. p. \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ '\00 \ \ I \ 1 ; � � r / !1%6NN>. �� ' ; - 1'---� 1 I,w,'•o3, \ __ '�-I 18' 10' 10' 16' 2' 065' CG-21% SLOPE M\ g/ �r O � O UWOCG-6 9SLOPE \\ \\lI 63 Co r 8" VDOT #21-A 3" BM-25.OA A re ate base material Compacted Subgrade \ \\ \ ----- 1 \ \ \ •� _ - ms w ,\ __ __--- U7 E 3t E z q 3 FORD ROAD TYPICAL SECTION (13+15 -> 14+50) �';. ',1, \ \ • \ \ `\ ,� \ \ \ C-304 SCALE: NTS I \ \ \ \ \ \ Wit \ / \ — _-" \�--------------------''" CIL CG '„ \\ \\ \ 386 9� �iR" 1% SLOPE 2% SLOPE ,:/------ \ \ 1 I 1 \ \ \ \ -___ /.;�r. __ _ \ _-� __- __ �� ___ 4 FORD ROAD TYPICAL SECTION (15+50 -> 19+30) h.\ C-304 SCALE: NTS II IIIIIIIIIII I I I 8" VDOT __� - ,� ''' '\ 1 \ \ \ \ \ \ \\ \ \ \\ ♦ �` \ .1.-': / /'/ '' // '' / — � � '� a' \ \ / / ° '�\ I \ I \ \ -/ _- ' —� #21-A 3" 3M-25.OA 1 \ \ \ ♦ \ 1 \ // /- -_ ...,y \, I', \ \ `♦ / Aggregate base Compacted Subgrade material P 9 \ \ r \:� _ // / `' a. // . _ - -- a ,\ V00, 384`\ 4V /' ' /'!'' 3g0 x-vm \\\\ - ,yam\ CL /' ;,i \ \ \ \\ \ 1 \ \\ \ \ \\ \\ \\ \\\ ': \ . `��''—\ /' // / \.3�2'\ ``� yla `\ ---- 1�— . // /' /' /�/ /' ,'/ —mo att�\_ — _.:• \ / / \ _ _ \ 0.5' 2" SM 9.SA CG-2 /' t'•� \ \ \ \\ \ \ \ \ \ \ � \ �-"' I ' / _-----\\ \ \\\ --------_- -�_ -_— — _--- -1- � • _ Y _ 5 FORD ROAD TYPICAL SECTION (19+30 -> 21+30) 2% SLOPE :. ) ' ' 1\ \\ \\ \ \\ .\ �\ — __--"' / ,' /� _ _ _ _- ��_--' �'�" / \ \/ C-304 SCALE: NTS *.' /' ,1 \ -- \ \ \ \-- w /' • .vim'. _ :. .. co 8" VDOT #21-A 3 BM-25.OA o / - o Aggregate base — a -- Cted Subgrade material ompac ,% \ \ \ ,\ \ ` `\ `\ `_ - / // / / \ iw \ \\370 — �°� ✓� ' / 1 12' 12' 0.5' / / II \ -- --- \\� \ `\ \\ ` -- -- \ ---'' _ .. _ - _ __ .960 - 'l✓ ----- _/ 0.5' 2" SM 9.5A / � 11,r � \\ \\ ,\`: \\ \\\\ \\`\\.`\ __ __ P FB � ;/1 \\ \`\\ / - - \-' � - ----- 2% SLOPE CG-2 / ,\`` `\ `. - `\" ----- --' _- _ /. / y \ \ - `\ \\ \\ \� ,\\-•\ ,• ®/ �- -- - - r ��\`- :1 --------- - - - T/ 7�/ A6-'' „4 �` \`\ \ __ / I 1 1, \ - s0/� \`� " --------- 6 FORD ROAD TYPICAL SECTION (21+30 -> 25+04) awll�--III--wal u- °� - //' ��' ; � � � \\ \\ \\ \ \ �` - - �'.. _ -- i'�-/ , / _ -- -------c,+----� �\ 01 \ �� -- ----------------- C-304 SCALE: NTS 8" VDOT #21-A 3" 3M-25.0A v ` — _- - - - \_-_---_ Aggregate base Compacted Subgrade ,a \, \ \ ---- _ _ / >5 ` \\ \\ \\ \\\ X-- __ __ _ ---- \` \ \\ -_----- \ -------------------/ material /' / Y' ---- - > '" - -- -- L 12' MAX 12'2' _/\/ i '' / / / i' '' ' ' �\ ✓ _-, \ ,' \\ __moo_ ----------- j / /ear"I rip - --_--------ice-�\ 7J013/�_ - 0.5' 2 SM 9 SA N ` `----------------' \ 5's•> \`\ 2% SLOPE ,. CG-3 2% SLOPE CG-2 _ CG 2 CG 6 2% SLOPE se. \ so -a 1 '-- ------------------ Se Tarr --_— — — -'- —✓ — — _ '- - \\\ \ '` .j %!%i/s / - // — sto -- - - - - -----------\ \ ---_ -__- - - - - _ — _-_-_ -- ----_/ _- ' / -- - ----- - +- - ---' �___-- if- __--- - - - - O - ,---- ___/ - ----_ -- - - -- - 8 VDOT 21-A # _--_--__---- ----/' ________________ _— _ Ek 1 E --___ _ _- _ --1 N WV __ / - - __----- ----__- — /+� "---100-1 FEMA FloodpilI -- •icy%--'S�c�t-1�-H— - - `-\� -- _ - yi'' / r' \ 7 BELLE MONTE AVE TYPICAL SECTION (10+00 -> 10+75)Aggregate— base Compacted Subgrade _ oq � sxm \ — — — — — — -- - -- -- -_----------- - --------------- C-304 SCALE: NTS material / _ ____- __ '- EN. F--___ ______ // I w � �O _------------------- / N/' I % `\__ 9 WAtER ACS-_____- g \ - - /' 63 - MCI MH2g4' �> -------\-- _-'--'- �y ---- - _ ______ MOORES CItJEK LANE RI^'"3a310.36 . - - - - VARIABLE WIDTH l ___-_____________ %w 1n s310.26 vltBLtc accEss� EASEMENT 2 M\ \ ----- - - nV ___________ \ — — — _ — _ — — — — ____________________ _ _ ___-____-_________ / � �------/-�%-%-x-%-x-1F/R- •N 37 CIaY (RWSIr) $ ---___' _________--------------- L Q�•''r •Y� lF-IF-X--/'--lF-%}' / U / w LINK _ //. '\` 12' 12' 0.5' j FEN FAIN / /' o --- L ---- ------ NV.319. `` 0.5 n 2 SM 9 SA 1 I , � - — ---- '�\ =III=III=III=III=III=III=III=1J .z; =lil=lil=lil 2% SLOPE CG 2 \\ 1\\ / I /\ I y'r II // ^` ow• L, I � � T \ C\t [\i 8" VDOT #21-A 3" BM-25.OA p o CO g BELLE MONTE AVE TYPICAL SECTION 10+75 -> ( 19+33 ) Aggregate base 11 ROAD PLAN °�P 40' 0 40' 80' 120' A o o C-304 SCALE: NTS material Compacted Subgrade C-304 SCALE: 1"=40' 1 Aio °° 7P SCALE: 1"=40' TI�1-tom- l Y / �Fl •0 \\\\i\i\i\ F,e\c 0 \6a �''> ,@ _ B \ /•/ P `Pew' E- ._ _'"......... A O O O O i . yUyrr ? i .. L.,. r FFE• i fp O U O U O U O U a ppq 5� '� / I O 'Z CV M t 130 "j i r. a 6 •(� P'- C�6 �•�� 4� ��.1.1.��pp '� � -SAW R gIFE � %' 4 0 [�, ail .. -` dFOS 14 . t'• S t E Valt g\\ � �n,�p 4 � � � �W/� IL�J 4070 SF/FLa\w sl nib sl .... � , .. �,-fi1-'at ..•„i:' ,, ..", 11 ��' u .. /" zI U1 a U r�t✓ 1 1 IN I rVo1 - ' : ' :.. a • .. ae'' �. ,• ..... .. a �� ''1 t 1 • "2 ': `, •' • _ _:p`(� '', SA 'A � � 1 ill ��p, �.� 'K I-4 18-62-hlasloleSsrAiticE- I ID-BP-hlest;lesmrrnlzl +/ - '✓ 'M IFE'JT.09 (p139 Q ', 1 > ' E" '" ✓ ✓ h3pp,96 I `v j I�-I E- Q E,go �I 2-Sw G o w DO SHEET NO. r xa00 1 stoo g TRUCK ROUTING DETAIL A 10 TRUCK ROUTING DETAIL B 11 TRUCK ROUTING DETAIL C C-304 C-304 SCALE: 1 "=40' C-304 SCALE: 1 "=40' C-304 SCALE: 1 "=40' SHEET 16 of 25 415 415� A, _40,1nAn_ 410 K-5.93 LEN- 410 \� - LE _ ti _ 3 405K o ^ 405qq a ^ CNI - 400 -- ° 400 - QW J N A I IH 395 " ~ "' 395 � ,, 1-1 x o 390 390 00 a 385 385 z ca � w w o 380 '' 380 Z � W r� U 375 375 370 370 Z - LENZ _100.00 Z 365 = _ 365 a ^, o I EN_- �a�o O 360o _ 360 w = ------- aEo �> II 355 - ,' 355 w vp!J _ N\ a`nz = H U / 350 - ' 350 ___ �r 0o J H— � _ w � I� w _ _—' ---- LJ W E z M u iF A 345 ; + " 345 Q Z a x ^ J 340 340 O U ° W W WI "CL 335 335 a 330 330 W 325 325 320 320 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+75 1 FORD'S ROAD PROFILE -30 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 420 415 410 405 400 395 390 385 380 375 370 365 360 9+75 2 -30 420 415 410 400 395 390 380 375 370 365 360 420 415 410 405 400 395 390 385 380 375 370 1 -0+25 3 -30 HORIZONTAL VERTICAL 420 415 410 405 400 395 390 385 380 375 370 LEN _ VP1 F1=3F 4 10405 = \ N _ 2.50 / ---- - °D _- = m onJ _ W O = N 1 VF I LEL= a -01z.1v SZTA- 1500Q EXISTING = = a" _\ _ ° N r —50.00 \ LEN — — O O oCRII O H V) I— GoM M U N a0 ^ ° - ^ ^ J J __ H i'11 M ALJ ~ ---' ` \ r ° - - �zkr / __ 10+00 BELLE MONTE AVE 11+00 PROFILE 12+00 13+00 14+00 15+00 16+00 Road Low Point 17+00 18+00 19+00 19+50 1 0+00 NEW ENTRANCE PROFILE 1+00 2+00 2+25 HORIZONTAL VERTICAL SCALE: 1" = 40' = SCALE: 1" 10' SCALE: 1" = 40' SCALE: 1" = 10' / _ lca,ar �- as -- _\ ��\_ ___________ ________ _Ent ce _--- —_= _— _= _—_ - ------- -— — - `\______________,""--'---� __- - - - - - - - - - �. \, Q•A\ \ i \ _ --- \\—_/ 380 \ \ \ \\ \\ \ — \ \ \ ' OO' \ lO 281 \Entrancepp \ \ \ �I\ \ \ \ � _ � Z7� —/// \\ -----_-\\\ /\ v i tdF5'38'47 � o �� \\ _-----------\ \\ \ \RE / \---------------/ --- ________ -__ --- -- —.. 3k� \ yl\ \\ \\ \\ — — 4 SIGHT DISTANCE FOR BELLE MONTE AVE 30' 0 30' 60' 9o, -30 SCALE: 1" = 40' SCALE: 1"=30' _---_ DESIGN SPEED 20 MPH .�I \----- _/-------_ \ I _ -- b a TRIP GENERATION NOTES '.. I I 1 I 1 \\ I \ //�//� 1_-__=_---_- �� j9°• \ \\ g TOTAL BUILDING AREA = 145,545 GSF I / it III r i l \ \ lO`r \_ FOR WAREHOUSE USE (ITE USE CODE 150), AVERAGE TRIPS PER DAY = 4.96 VPD PER 1,000 GSF THERE ARE THREE SEPARATE ACCESS POINTS TO SERVE THIS - PROPERTY. TE,irtF�S�GN�"-'" _/ - /3 1. BELLE MONTE AVENUE (HIGH ROAD) = 331 VPD < 500 VPD ptta �j '�� / emu* / _ i —' o' Z " i'/- e CG-11 JUSTIFICATION -2% TO 6% s '"'"=/-/- , ° ° ,_ _.---- 2. FORD ROAD (LOW ROAD) = 331 VPD < 500 VPD i'I III I� \\ I/ \ \ ep "__— /T�'/% �� _/—_ —i_/ \ a a ai Illlly \ -� ,-' P TeL/ /-�<- / _/-_/-- --'- 3. ACCESS EASEMENT = 59 VPD I' III / _ _ \ i ,-' / / / / / / / / / / 6•21 i \ \ / _ — _ _ —' _ '' PIER P I "` Q ,-'' / / � // / / / / / / / .J-h•h� I 225 66 / r f ��/ /' � ' / / %rrb / =k I wl =_I ak I Industrial Building ) �. 1 �Qaamy a 1 \ 1 / ;. ,. r. a Existing_ 5S I c�i \ \6 1 \ \\ \I 1 I 1 1 1 1 I \� \ \ 113 1 1 1 1 I 1 \ `\ I A S SIGHT DISTANCE FOR BROADWAY ST -30 SCALE: 1" = 40' E- Pi Pi Cat Pi cv cv zo E a U rn w Q z w � E-F E z w E-E F z w E z w E-E I D a a E U �_ aj ET� O a E, Q SHEET N0. C-305 SHEET 17 of 25 scc-1.2 yr Triangular Side Slopes (z.i) Total Depth (n) Invert Elev (n) Slope (%) N-Value Calculations Compute by: Known Q (cfs) EW (ft) = 2.00, 2.00 = 1.00 = 334.00 = 2.25 = 0.025 Known Q = 1.13 Highlighted Depth (ft) = 0." Q (dB) = 1.130 Area (sqR) = 0.39 Velocity TUB) = 2.92 Wetted Penn IN) = 1.97 Crt Depth, Ye (ft) = 0.46 Top Width (R) = 1.76 EGL (In = 0.57 Section Depth (ft) 336.00 2.G0 335.50 1.50 335.00 1.00 33,1M 0.M 33440 0.00 333.50 0 5 1 15 2 25 3 3Ji • 4.5 Rearh (it) -0SO fi SCC-2 2 yr Triangular Highlighted Side Slopes (z:t) = 2.001 Depth IN) = 0.44 Total Depth (ft) = 1.00 Q (ds) = 2.030 Am (sqR) = 0.39 Invert Elev (ft) =325.80 Velocity(hus) =524 Slope (%) = 1.90 Wetted Perim (ft) = 1.97 N-Value = 0.013 CHI Depth, YG IN) = 0.53 Topwidth(ft) - 1.76 Calculations EGL (ft) - 0,87 Compute by. Known Q Known Q (ds) = 2.03 ----- ----- ---------- ---------- ---------- ---------- CG-3 scc-1 .10 yr Triangular Side Slopes (.A) Total Depth (ft) Invert Elev (ft) Slope (%) N-Value Calculations Compute by: Known Q (cfs) Elev (ft) 336.00 = 2.00, 2.00 = 1.00 = 334.00 = 2.25 = 0.025 Known Q = 1.57 Highlighted Depth (ft) = 0.50 Q Eers) = 1.570 Area (sqR) = 0.50 Velocity III = 3.14 Wetted Perim IN) = 2.24 Crit Depth, Yc (ft) = 0.53 Top Width (It) = 2.00 EGL IN) = 0.05 Section Depth (ft) 2.00 335.50 1.50 =.D0 1.00 334.50 0.50 334.00 0.00 J= 3XL50 0 .5 1 1.5 2 25 3 3.5 Reach (ft) 4 &S -0SO 5 SCC-2 10 yr Triangular Side Slopes (z:1) Total Depth (ft) Invert Elev(ft) Slope (%) N-Value Calculations Compute by. Known Q (ON) Elev (In = 2.00, 2.00 = 1.00 = 325.80 = 1.90 = 0.013 Known Q = 2.90 Highlighted Depth (ft) = 0.50 Q Iota) = 2.900 Am(sg8) = 0.50 Velocity(R/a) = 5.80 Wetted Perm IN) = 2.24 Crit Depth, Yo IN) = 0.67 Top Width (ft) - 2.00 EGL (It) - 1.02 Section Depth (ft) 3Z D0 1.20 32B.W 070 32&00 0,20 325.50 .0.30 MA) - U .5 1 1.5 2 25 3 35 4 4.5 5 STORM WATER CONVEYANCE CHANNEL DETAIL SCALE: NITS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. D A Iq 2 R n 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF •• PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE fl '� SURFACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. G , • ; 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3- (13- DEPTH) OR INCREASED AS MUCH AS 3- (Is- 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 IS TO BE MADE FOR A BASE .D . DECREASE OR AN INCREASE IN DEPTH. D•e > Dsp 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CC-7 AS SHOWN IN APPENDIX A OF THE 4s! s VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN p D n ^ STANDARDS. 6. MEN THIS STANDARD IS TO BE TED INTO EXISTING BARRIER SUBBASE CURB, THE TRANSTON IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. �VDOT SPECIFICATION STANDARD 4" CURB ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 201.02 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, L4' 4000 P51 PRECAST 2' R COMBINATION 3. COMBINATIOO N CURB &GUTTER HAVING RADIUS OM OF FEET OR LESS (ALONG FACE CURB) F SHALLLL BE FOR AS RADIAL COMBINATION GUTTER. CURB &GUTTER. 4. FOR USE WITH STABIUZED OPEN -GRADED .d DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE d, FAQ DEPTH OF THE PAVEMENT. 4 'd F 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS ed S' BASED ON ROADWAY CLASSIFICATION AND DESIGN A a SPEED AS SHOWN IN APPENDIX A OF THE ROAD d4 2' DESIGN MANUAL IN THE SECTION ON GS URBAN . 4..tr d' < STANDARDS. THE BOTTOM CO THE CURB AND OUTER MAY 6- 2'-0' BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROMDED A MINIMUM DEPTH OF Y IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION v wr REFERENCE COMBINATION 6" CURB AND GUTTER F ROAD AND BRIDGE STANDARDS STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CG-2 4" NOTES: z-R 2" RADIUS 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. A . D. D. : 2. CONCRETE CLASS A3 IF CAST IN ;4 - D, S! PLACE. 4000 PSI IF PRECAST. " ; CURB HAVING A RADIUS OF 300 FEET OR p. A. s D.;D. SURFACE LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. a D.�T D,�TD SURFACE - T ro e' D•e D.; D, 4. THE DEPTH OF CURB MAY BE REDUCED I 'd AS MUCH AS 3- (15- DEPTH) OR HHNI •' ' D.e D•; T D. INCREASED AS MUCH AS 3- (21- DEPTH) P ' o.-;d-D-, IN ORDER THAT THE BOTTOM OF CURB D.�T D.�TD • 'WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT' •A.'A.' D.� T D.A T D BASE 51BBASE SUBSTRUCTURE. OTHERWISE. THE DEPTH IS TO E 18- AS SHOWN. .'D' . �' . 1 BI ADSTMENT IN THE PRICE BID ITO BE JU D.; : D MADE FOR A DECREASE OR AN INCREASE 12" IN DEPTH. A.'d. SUBBASE 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 6 ACCEPTABLE ALTERNATIVE AS SHOWN IN APPENDIX A OF THE WOT IF CURB IS EXTRUDED ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS SPECIFICATION VtX3 REFERENCE STANDARD 6 CURB �I�"'--'- ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET ICE 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 STAKE LGS2-CIPO OR M CREATE EIE SHRTAM t MAY _ I PLAN VIEW PRUNE CODOh11NATF.IFA0ER5 f700T aA4L. REMOVE BROKEN BADLY - 4 DErORMFO AWATER `\ CROTCH ANGLEA / SPROUTS, ORCROSS BRANCHES' 12 GAUG=',GALYANIZEO Vv1RE: A 32.2"HARDWOOD STAKES: GALVANIZED'MREGUY 12 GAUGE ALLOW FOR A. Mj SLIGHTAMOUNI OF MOVEMENT 2'F2" HARDWOOD STAKE.' ` 26 MIN. BEL OW SURFACE - STAKE 5HAlL BF DWVEN A MIN 18 OUT FROM TRUNK AND REMOVE TAGS I ABELS AND PLASUCSNEEVING DO NOT STAKE UNLESS SPEC FIE LE �, VM.`"p' A OUTSIDE OF ROUTBALL - 23 MULCH LAYER TO EDGE OF DRIPLINE2 TRUNK NOTE) NOT ECO TRUNK KEEP 4C AWAY FROM TRUNKFLARE SET ROOTRALL FLUSH TO GRADE OR TIT r HIGHER IN SLOWLY' DRAINING SOILS DO PRUNE SUCKERS ^� 000 ERTHET0 N T V POE THE ROOTBA Lt WITH SOIL kOO1FLARE SIfACc DC VISIBLE IF FIELD GROWN CUTAWAY ALL --. ABOVE FINISHCDGRADE BALLINGROPES REMOVE BURLAP OR WIRE. BASKET FROM - 6 SAUCER' TOP y.OF BALL IF CONTAINER FACIE ILL PLAN IINGPIT NINTH NATIVE GROWN REMOVE CONTAINER 501E INCORPORATE SLOWRELEASE - AN D C UT CIRCLI NG ROOTS - \� GRANULAR IERTIIIZER I I SLOPE OF SIDES OF 1'COMPOST LAYER PLANTING HOLE i --- - --- // _. 4 e18 PERFORATED CORRUGATED SCARIFY SIDE S BEFORE PLANTING--- PLASTICPIPE. LAP F_USHW1TH MULCH TAMP SOIL AROUND ROOTBALL -.--�- PLACE ROOTBALL ON BASE F RMLY WITH FOOT UNEXCAVATFD OR TAMPED SOIL PRESSURE SO THAT ROOTBALL 3X ROOT BALL I� DOES. NOT SHIFT- DIAMETER' 9 TREE PLANTING DETAIL -30 SCALE: NTS 12" 8" DIA. 4- TYP RESERVED PARKING 18 ® �0" 8".. }T 6" ACCESSIBLE CORNER RADIUS IS 1.5" (TYP) PENALTY 14 R ' AWAYIDHE 2 {IO4" WIDE WHITE 10-{5WFlXE PAINTED LINES CONCRETE TIRE STOP. 4" WIDE WHITE PAINTED LINES NOT REQUIRED IF PARKING SPACED 2' ON CENTER SPACE IS 16' LONG. 4 WIDE WHITE 9' 8' SEE 8' PAINTED LINES Min NOTE 1 Min HANDICAP ACCESSIBLE PARKING DETAIL -30 SCALE: NTS CG-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING' HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SCU E YARDS) •� •� CURB WHEN REQUIRED (OG-2 OR CII IN UNEAR FEET) GENERAL NOTES; DETECTABLE WARNING SURFACE (AREA IN SOVME YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OUMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED EMT FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS MOT LISTED SHALL MEET SKI RAMP t2A1 MAX THE REOUREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 481 MAX WARNING SURFACE AND SHALL BE SIBMBTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL 3. SLOPING WES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. 4. IF THAT ADJOININNG IFLMED SIDtPRECAST SOCAN BE CASES MUST T IN PLACE AFTER FOR PLACEMENWEL SUITS OF 10'1 No PRECAST RAMP FLOOR. PRECAST CONCRETE SH&L BE CLASS A-4. TYPE A 5. REQUIRED BARS ME TO BE ND.5 X Sr PLACED VCENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THt( RAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER I/i'. 5. CURB / CURB MD GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ME INCLUDED N PAYMENT FOR CURB / MRS AND GUTTER. VMN ]. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE ALMS OR AN DIRECTED 12'-1f T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEMSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS TYPE B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGNEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LOSS, EXISTING LIGHT POLES,FIRE HYORMTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED. STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS S. RAMPS MAY BE RACED ON RADIAL OR TA GENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENNG IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND R+1 MAX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS �� 'L a PERPENDICULAR TO THE CIMRS. yMN X)K *TA 9. TYPICAL CONCRETE SIDEWALK B 4" THICK. WHEN THE ENTRANCE RADINCANNOT /1 TIRE STOP DETAIL ET A TT ACCOMMODATE THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY TRUCK `F 11 ^ r, STOP Li'i 1 LilL TRAFFIC, REFER TO STANGMO CC-13 COMMERCIAL ENTRANCE (HEAVY 4' ON AT .2" HIGHER THM TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT -3O SCALE: NTS 10. WIEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT'XX ,SAME AS TOP OF CURB THE MNMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (MAGON L), TYPE C A 4• x 4' LANDING AREA SHALL BE PROVIDED TO MAEUVER A WHEELCHAIR PARALLEL III PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING MEA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RANI& SECTION OF b"-2A" C-C CURB AT ENTRANCES OR STREET CONNECTIONS TIE DETECTABLE J WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O 0 O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - D D 0 0 0 0 0 0 0 0 0-0 Varies k 0 0 0 0 0 0 0 0 0 0 0 0 0 4 LANCING RAMP + m1 000000000000000 -{; Expansion Joi r O O O O O O O O O O o O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X-S5X OF EASE DIAMETER 000 0 0000 0 a 000 00 A 4 .. DETECTABLE WAAMNG a AT BACK OF CURB '•-14" VAaA$E FLLL WIDTH OF RAMP FLOOR I SEE NOTE 1, . PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL VDOT RREEFFERENCEN ROAD M BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE j j j j j 9EET IDS s REVISION DATE (GENERAL NOTES) 50 20 32 X�'/X�/ D]/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 A5 GR-2, 2A / 1 /-1-1IIIIIIII■1IIIIIIII■1I■ GR-2 GR-2A l6'-3" POST SPACING( (3'1/2" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS PRE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. IT FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET 140.501.05. z OPTION& GR-2A METHOD z OPTION& GR-2A METHOD USING NESTED RNL USING ADDITIONAL FOR DETAILS OF RAL ELEMENT, RNL SPLICE JOINT, AND RAL ON BACK 1 POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII z WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST BETWEEN 5 FEET AND 150 FEET. FOR GR-2A THE POST SPACING WILL BE 6'-3". ALL GUARDRAIL POSTS SHALL BE SET PLUMB. PI2 e' T SHALL NOT BE SET WITH A VARIATION OF MORE THAN PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION BOB OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAL SHALL BE MANTANED AT A HEIGHT OF 27)' MIN - 28Y4" MAX AS MEASURED PER STANDARD M-1lSS. ALL W-BEAM RALS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAL OR USE OF AN ADDITIONAL RAL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION FLARE RATES DESIGN SPEED INSIDE SHY LINE I BEYOND I SHY LINE MPH LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 60 8' 281 14H + 50 fi.5' 2H1 1D1 + 40 30 +SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. e VPJ)KF A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) sas 501.04 O6/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 6' 6" Concrete Tire Stop top 3000 psi Concrete with welded wire fabric Depth = 4 inches Finished Grade TREE PROTECTION/SAFETY FENCE Depthacte4 nD0es21A STD. & SPEC. 3.01 VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) �5� CONCRETE SIDEWALK DETAIL �C-30W SCALE: NITS POLYETHYLENE FABRIC 6' MAX. (ATTACH TO POSTS WITH METAL TIE WIRES.) WMWIN. CONVENTIONAL METAL (T) OR (U) POSTS 6 TREE PROTECTION FENCING -30 SCALE: NITS County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: Trees to be saved; V 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. Marlines: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. E ui ment O eration 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: IR 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. I� 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 d level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail groan P �1, 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. TraitWhen and Tunnedn 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. 12. Clean= 1W 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. CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 5/1/06 Pape 1 of 1 ]LOADING DOCK ry y /t ) i\- lk\ j ,ls E I 9 1-11 � y 1N� IF I 4 is l 1 T i 48" Max. 145, IF SCREENING FENCE 3 DUMPSTER PAD DETAIL -30 SCALE: NTS U J J Q LLJ ELEV=363.5 m J STR-8A (2) 6" DIA CONCRETE FILLED POSTS W/ Picket shall face PLASTIC BOLLARD (YELLOW), S-O" HIGH, away from storage EMBED 3'-0" MIN. area and SWM-1 1x6 Wood a Picket ° . CG-2 a.. 6' WOOD FENCE 2X4 rail ° a a ° 4 a. a' ° a .°' .. .. d ° 4x4 wood 4 a4 ° O post a . In a W O Concrete ° footing 10"diameter 24" depg ° a 1.0' th d ° FT FT �10.0' 10.0' Varies PLAN VIEW 3000 psi Concrete Depth = 6" 6x6 WWF 4 A ` 4 44"' Compacted VDOT 21A Depth = 4 inches SECTION VIEW CONCRETE SIDEWALK STR-8 DF / a A ELEV=357.0 K: 4" CONCRETE SLAB ELEV=361.5 Q - 4" VDOT 21 A K Of LLJ 3: 4 ELEV=350.5 I _ 4" CONCRETE SLAB ELEV=355.0 -'' 4" VDOT 21 A 4" CONCRETE SLAB ELEV=344.5 ELEV=348.5 4" VDOT 21 A 1' /K 1< CONCRETE CHANNEL TO STR-05A SECTION VIEW NTS 28.0' 8 2' LO in � WEIR WALL C 28.0' 5' 8' 2' 2' 2' Tn = WEIR WALL B 28.0' 7 LOADING DOCK SIGN DETAIL -30 SCALE: NITS 8 WEIR WALLS DETAIL �I -30 SCALE: NTS ELEVATION VIEW NTS P mN _ --- 8' CHAIN LINK "- /1 r III n% FENCE r---- '' l , % i /' I I 1 3 Xlx / x // E-, I l I' X X ii / / A I X IX x x x% Ko` /` \\ I x( / I IXI I X X // / / L` o IF xi I I\� `�/ /Y \I \\\ /'/ \ i i 1\ 'iJ' - / --- x xlx lx x X x x X > It, \ I I < X AI 'llI I X x i o a' I r I� .\ 1 \ \ \ I\ @o \/ I � ` \\ / I 1 \ \ X x �� - \ \x kl I n x,X X - 2. 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C LANDSCAPE NOTES: / EXISTING CANOPY AREA A DETAIL 50' 0 50' 100' 150' SCALE: 1" = 50' 1. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER 306 DECIDUOUS TREES AT 5-15' SPACING AND 30'-40' HEIGHT. SCALE: 1"=50' SHEET 18 of 25 \ 1 TMP 77-40C2 JACKRABBIT I O 4� 6�6' / \ _ TMP 77-40C2 I 'ARTNERS LLC. ?, ' IN 6 JACKRABBIT DB 3155-18 I \o c, \\ \� PARTNERS LLC. ZONE: LI o / ; \ \ DB 3155-18 I DRY CLEANERS oo \\ ZONE: LI / USE: DRY CLEANERS �PC6$6 J ` bi EX. VARIABLE WIDTH FOREST \\ TMP 77-40N AND OPEN SPACE EASEMENT TMP 77-40M " TREM COMMERCIAL RENTALS, DB 5198 PG 45 H5 LLC LLC a ' A 0.11 AC PORTION DB 5033-635 \ DB 2893-653 J HEREBY VACATED ZONE: LI „ DB 907-684, PLAT i USE: DIST. WAREHOUSE \ ZONE: LI \ USE: STORAGE WAREHOUSE y a\ , EX. VARIABLE WIDTH \ Z FOREST AND OPEN SPACE EASEMENT DB 5198-45 90 AC �� R & EX. 20' PRIVATE ®` / To A��gIT ,j7 DRAINAGE EASEMENT TMP 77-40B \\ A�ZIAA�T 76 g5 P DB 5515-408 \ ELEMENTAL ECOTECH, LLC gI DB 6' L 4 DB 5256- 213 6� o�E. AC A \� 14.0617 ACRES DB �E•, ZONE: LI tJs USE: VACANT N iCO F TMP 77-40A �� - ( RIVANNA WATER a \ SEWER AUTHORI DB 565-288 \ \ DB 331-554, PL ZONE: LI USE: VACANT \ y \ �\ o02 z 1-1 x0 2 rn x \ m rn o F a w \ z W Q m o a z x Q � x W U Fa Z U z TMP 77-40N TREM COMMERCIAL RENTALS, Q o LLC 0) DB 2893-653 \ � DB 907-684, PLAT Z `" ¢ w ZONE: LI w m Q' W N'd 20 USE: STORAGE WAREHOUSE > I a � �Uymq �D V)`'x 0 7'3$ SEV1 o x a P, �B 6'All LI a Z DE22O 1Z D� SSE AC A w rn °F2 o / . 0 1° / 220 N N F TMP 77-40A RIVANNA WATER \ SEWER AUTHORI DB 565-288 \ DB 331-554, PL ZONE: LI USE: VACANT C--)' z a oa DE202J DE230 i' 151 b TMP 77-38B o z o 0� 20� DB 5515-408 �. RIVANNA WATER & \ b x O °F TMP 77-38B t„ SEWER AUTHORITY z Gw o�0 � ' 36�$ RIVANNA WATER & \ EX. VARIABLE WIDTH DB 768-277 cn CD SEWER AUTHORITY FOREST AND OPEN DB 616-135, PLAT \ c� o. DE232 ... o�tiS`� DB 768-277 tnlSPACE EASEMENT ZONE: LIB O 3a�6 DB 616-135, PLAT \ DB 5198-45 USE: VACANT ;A aA ZONE: LI 0.24 AC \ DE236 S USE: VACANT \ 'LOTTESVILLE O EX. 20' PRIVATE j 3 EX. 20 PUBLIC 23a DE237 fP 56-87.> \ 'HARLOTTESVILLE E DRAINAGE EASEMENT .N BOLTON, DRAINAGE EASEMENT N-l� 408 � TMP 56-87.> DB 5515 rn. v DNSTANCE BOLTON, \.. DB 5198-30 �. EX. 20' PUBLIC �� \ TRUST & IS CONSTANCE°� DRAINAGE EASEMENT j SHIRLEY TRUST & 171�a \ �. DB 5198 PG 30 g 52°1. 04 E IS N 41052'24" W 235.33' o \.. 12152 BOLTON IF _ LE410 SHIRLEY \... \ �'DE240 X 20 PRIVATE 3 20>3-163 I — IS _ - - _ _ _ _ .. _ . _ - �- - - _ _ BOLTON \ .. \ DE262 °Fc, IF STORM SEWEREASEMENT_ .. �S WB 2013-163 I \ I 1 _.. __. CV o _ I c' DB 5515-408 IS\ -� V2.00DE24 ;DE24 DE261 I\ S34'54IF 570p3 6 �f2 DE243 00 IF- _.., _ DE242 EX. VARIABLE WIDTH FOREST NEW 20' PRIVATE 5W - �/� Sgs3 . VA(2 ABL MID I AND OPEN SPACE EASEMENTS ACCESS EASEMENT �2 s� j "- _ _ _ _,._.._ $ DE259 SWM FACILITY EA?�EW 20' PRIVATE SWF Sips\ DB 4935 PG 90 24i'CCESS A E 3gs, A 0.79 AC PORTION Dr5;5-17 I I HEREBY VACATED I TMP 77-40 o I DE257 MARTUC LLC J TMP 77-40 I D. B. 3847, Pg. 332 LE427 LLC , S57°03'S ZONE: LI l ;I D.B. 3847Pg. 332 o a, E �fzss I USE: DIST. WAREHOUSE o l s I ZONE: LI o 46.0 I \ FA I USE. DIST. WAREHOUSE cr! CD o I I \ I 57°03 54 W 162.00, D-- tv � N w I AQ �i ^ M CQ J SAD I I 5� ti� N/ 'N C] o CQ 11 0 I S 39044'S9" E 164.28' S $� ' J ILE 23 ' �f25p z I o a I EX. VARIABLE WIDTH I z I FOREST AND OPw EN E E-E E-E E-E SPACE EASEMENTS z z z z o w Q '' ? o 0 0 0 DB 4935 PG 90 I COa 's o r j 5.42 AC o z z z z V I h U U U C. EX. 20' DRAINAGE EASEMENT p j _ \ DB 526-576 (CITY) 6a0 w �4 .... _... DB 1051-235 W 02 _..._..._...—...—..._..._..._..._..._ Ey I I I I 1'—..._.. 679.9E-I 6 EX 20' DRAINAGE Ar,. 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VARIABLE WIDTH INGRESS, EGRESS, CONSTRUCTION & \\ UTILITY EASEMENT DB 4797-416 \\ TMP 77-40M H5, LLC \ \ DB 5033-635 ZONE: LI o USE: DIST. WAREHOUSE \ \ �e TMP 77-40B sNTAL ECOTECH, LLC DB 5256-213 14.0617 ACRES ZONE: LI USE: VACANT VARIABLE WIDTH PRIVATE & ACSA ACCESS EASEMENT DB 5198 PG 30 A PORTION TO BE VACATED / EX. VARIABLE WIDTH PRIVATE SIGHT \ \ \ \ \ \ \ TMP 77-40N \ TREM COMMERCIAL RENTALS, LLC \DB 2893-653 DB 907-684, PLAT ZONE: LI \ , USE: STORAGE WAREHOUSE y s$ & 50 `J A�ZIAA�T 76a35 pLA \ r TMP 77-40A RIVANNA WATER \ SEWER AUTHORT DB 565-288 \ DB 331-554, PL, ZONE: LI USE: VACANT \ TMP 77-38B RIVANNA WATER & \ SEWER AUTHORITY DB 768-277 DB 616 135, PLAT ZONE: LI USE: VACANT \ DISTANCE EASEMENT it DB 4935 PG 90 / i IS ISv IF _ - 7 .-.._ -. E 1 d i 1 sass\ csss�, EX. 20' PRIVATETMP ' 77-40 MAINTENANCE ACCESS ..1 MARTUC LLC EASEMENT , D. B. 3847, Pg. 332 DB 4935 PG 90 ZONE: LI HEREBY VACATED c s s c\ USE: DIST. 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VARIABLE WIDTH PRIVATE &ACSA ACCESS EASEMENT DB 5515-392 J� r� o v x0 2 x \ co F a w \ z pq q � z w w o a z U q � x W U \ q \ \ � Z Z TMP 77-40N TREM COMMERCIAL RENTALS, QCQo LLC � DB 2893-653 '�I DB 907-684, PLAT `" ¢ w \ ZONE: LI >,W wo>CQM Q'P4az USE: STORAGE WAREHOUSE > / W 0 0 zou \ ORS 168g5, 1 g �B 6��o11 AEC320 4AEC,32, / AE331 / mr N TMP 77-40A AE325 p315 N E A RIVANNA WATER PE BELL Q \ SEWER AUTHORI (PRIVATE) DB 565-288 AE30B AE307 AE306 AE310 P�324 PEc3p3 Doti . \ DB 34PL. ZONE: LI 3j �FC AE304 USE: VACANT � Q' \ P�3p9 AE303 AE305 \ AE302 A AE301 TMP 77-38B \\ F C304 D RIVANNA WATER & � 0 A o R 3 S C D E F 0 R EX. VARIABLE WIDTH F TE 9 SEWER AUTHORITY PRIVATE & ACSA (pRIVA ) AE31 DB 768-277 �. ACCESS EASEMENT 9'T AE320 DB 616-135, PLAT \ DB 5198 PG 30 LIAr, NErl 4 VACANT ZONE: LI AEC313 I : \ / AE322 USE �: C I / EX. VARIABLE WIDTH Co. 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VARIABLE WIDTH SWIM FACILITY EASEMENT j DB 4935 PG 90 HEREBY VACATED / I EX 30' RWSA SANITARY SEWER EASEMENT ; EX. 20' DRAINAGE DB 1091-340 % EASEMENT DB 526-576 (CITY) �..._ DB 1051-235 % / EX. 20' DRAINAGE EASEMENT DB 3594-664 / / / / / / / / / / / / / 1 24.79 - 1 N44 35 13 W UE101 _ _ ._..-..- 52.84'-_EX. 30' RWSA / I SANITARY SEWER EX. 30' RWSA ,/ /' EASEMENT T -/ SANITARY SEWER DB 342-197 I EASEMENT TMP 77-40 DB 342-197 ' MARTUC LLC / l I D.B. 3847, Pg. 332 ZONE: LI / iUSE: DIST. 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O F >1 ` /\ ��\ 0 Q FLAGMEN TO BE PROVIDED AS FLAGGER cjt ,aa�wcrxosasuog., \ NEEDED TO ENSURE SAFE STATION ' P� o Q Q AA / INGRESS/EGRESS FOR 9� ¢ z x CONSTRUCTION VEHICLES 0�' \ ,�„ / OM x�\ o ,, ,r' w ,,� fl:;,O,�,,X ., G20-2 , �4 / Z\ f� i W a ,: 3 s 49wto co \ Y > 0. I G?TEffii `� a y e Z \ \' . / \ �( /�� , � :. -.." .t .... 1 ..,. ...t.4Ai #�x'YO tQ�, '�aE' t/ / eny CIR: •7E W O.� a v o T MILLING 2' �j \ 1\ k' 'raar s Rs F4 cc H W a w m ``\ / �� \\ `✓�/ //� .33028 v� �<\zo .. F'k1,�4,"I PANDIT 1{1��IEltil#�i�� " SSI oNnt L \ / r \ \ \�. r a tt> f..: `. �T 1D• TRtf•�'c o c� I WP-2 DETAIL a — Jr, ' NOT TO SCALE it / ' \ N e W z w \ \ / FLAGGER 12,WSF STATION rrs0 \ Z �\ v \ © `` �- u ``\�� 'A� \\ / O z o A \ :: 25,75D SF FLAGMEN TO BE PROVIDED AS W20-1 i / - NEEDED TO ENSURE SAFE / (\\ CZ \ ; \ INGRESS/EGRESS FOR .�� aF-xra / Q � / CONSTRUCTION VEHICLES `\� / a3-1 5.6W SF (11,200 Orb+., FF- M eF sno 'i" x Q�jf� Qom[ �a I / i o a s OF�7.0 / �t Z= SF lV d tD O FF-W.0 � 8 2�9t02Y e �o, .,.. GENERAL NOTES `, .� \ , o \ r \� \ W it IM SF 1. TEMPORARY LANE WIDTHS SHALL NOT BE LESS THAN 10 FEET. \ Z c Z-�01" .2. BROADWAY STREET AND MILLS CREEK LANE TO REMAIN OPEN THROUGHOUT THE \ (e.,00 *fl ` >. I eF-�.a .: • • /"v► z \ ' ' ' ; � �C' � -f� U.�., I?i �i ENTIRETY OF THE PROJECT. aF-3e+•o 3. MEASURES SHALL BE TAKEN TO.ENSURE ADEQUATE SIGHT DISTANCES DURING ,,- �LSV'. / 8 CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION `� •Y OR ANY OTHER OBSTACLE WILL NOT BE ALLOWED � ® EQUIPMENT, MATERIAL STORAGE MW " ' '! '° SF TO INTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROJECT. (9.4W"` �`�•'` (FF-7m.a '° / �4t-ai3.a (7.200 SF) 4. EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED — 650D SF CLEAR ZONE OF EITHER LANES. 5. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION, \ �' s '" JANUARY 1, 2015 VIRGINIA WORK AREA PROTECTION MANUAL. `\� �o - REVISION 1 - PAVEMENT \`. / PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE s FLAGGEI 6. ALL CONFLICTING � � I MARKERS SHALL BE COVERED USING CONSTRUCTION PAVEMENT MARKING TYPE E 6. STATION `� � 7. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION ` �� `. / AS NECESSARY BY VDOT. O SUBJECT TO FINAL REVIEW AND ADJUSTMENT U 8. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCESo/ � -' star \ `\\` 1NP W20-7 FT WITH MUTCD, LATEST EDITION. ��\\ \�. 2� � c .� O ��— w \ , , — \ W20-1 q � w Prot E- G20-2 �' O / • H Exist. Exist. FLAGGER Variable Width Variable Width FLAGMEN TO BE PROVIDED AS " `'\\ STATION / / Z �i Lane Lane NEEDED TO ENSURE SAFE \ i . FOR \ / a A ~� W E z o E GRADE BREAK SHALL OCCUR INGRESS/EGRESS / /' AT THE EDGE OF THE CONSTRUCTION VEHICLES \ \ / EXISTING THROUGH LANE. \ 1 / W a a z z z z 2" SM 9.5A* `' � U O O O 2% // \` \ / O / / / / o ►- W zzzz O O O O O o i, SEE WP-2- ` DETAIL ABOVE � � _ � � / / / � O c d �` t ' 8" 21-A* 6" BM 21.OA* DOM. PROJECT NO:16.007 z Section to be in accordance with VD Standard INDEX TITLE: COMPACTED- WP-2 Detail and shall at least match the existing �� / / SUBGRADE pavement structure of Broadway and Mills Creek Lane \ / ��' 95% COMPACTED \'\ �� SPt8' p4 4, 2 TYPICAL CROSS SECTION DETAIL FOR MILLING OPERATIONS \ / / 0 30 60 90 120 7,iq — W SHEET NO: 18 of 18 ,S�1B NOT TO SCALE 1 / 1 "=30, W � a HATE: 5/08/17 APPROVED MAINTENANCE OF TRAFFIC PLAN o� FOR REFERENCE ONLY o W a a. x cn SHEET NO. C-403 SHEET 22 of 25 395 395 o z OC co 385 - ------ —_ - �__I_ — _ 385 m ° z F a w w w _ _ 0 v v q U n Q Q 380 380wo C 375 — _ -_ _ _— ; 370 370 — _ Z F-4 / 365 ..- - _._.._-,. _ --- t -- —� 365 — 360 -- — — _ f 360 es C p -- — _ — > IT, 7" w Co 355 --------------- >�a�d355 co 350 _ _ r_� — 350 9 75 10+00 11+00 12+00 13+00 14+00 14 75 OSQI f �, �� D w wE.w * E• z 1 Mic s z a a BROADWAY ST SIGHT DISTANCE PROFILE .F.3 L• . No. 33028 U SP8 Horiz. Scale: 1"=30" �0 • W W Vert. 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Scale: 1"=30" Q'+ Vert. Scale: 1"=10" Q w •Y 1 \ .D ::J4-:•n.:. L — �u.v. yw��M rM uu 1� W o c� �{ r' .. — t�• 1 to R a 1. tom:: ' 8 m R N H �( �I. gel w - �,,,,...�✓' U � r-r --- sa - P — H rr w F w E w E w E w RUNE w- ""Ic a s$ '" _ Zp' ??,NpjE �, MAINTENAN T �� y / , E, z O U E z O U z O U z O U .� 'lot .�, %'' ioP32`7. ASEMEN ng. �' ' 1nv-�1�'�7 � - W E— � _ .- SIGHT DISTANCE / / SAP ��c �+ EASEMENT/ M�� '�° � � o o p H W J: o H — � o'J d' DOM. PROJECT N0:16.007 pNjpPE�'O , k)5v. INDEX TITLE: (� SP8 Z Qa� 4 MOORES CREEK LN SIGHT DISTANCE PLAN VIEW R . a w SHEET NO: 8 of 18 SP8 Scale: 1"=30" • . Z W DATE: 5/08/17 O Z Q <1 E� O APPROVED SIGHT DISTANCE PROFILE E. W ~ U E E w E O a W x a. cn SHEET NO. FOR REFERENCE ONLY C-404 SHEET 23 of 25 Aft o.o Xo.o `0.0 0.0 0.0 /0-0 0.0 0.0 0.0 0.0 0.0 0.0 X0.0 .o 0.0 //0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 /0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ✓O 0 Vol 0.0 0.1 0.1 0.1 0.0 0.0 0.0 '0.0 '0.0 '0.0 yl OA 0.0 0.0 0.0 0.0 0.0 0.9 0.7 0.3 0.1 �0.0 0.0 �0.0 X0.0 0.0 0.0 ///0 0.0 0.0 0.0 3.6 7.4 3.5 0.8 0.2 0.1 0.0 0� 0.0 0.0 0.0 0.0 ; 0.0 6.5 2.0 0.4 0.1 0.0 0.0 / 0.0 0.0 0.0 B@18' ;- 0.0 0.0 0.1 0.2 1.8 0.8 0.116 0.0 0.0 0.0 0.1 0.2 0.7 2.8 01 0.2 0.2 X 1 �"_ / � n 0.0 0.0 B@ 0.0 0.0 0.1 0.6 2.8 9.3 8.5 2:0 '0.1 '0.2 0.4 1.0 3.8 1 0.0 B @ 0.0 0.0 0.1 0.1 0.4 1.4 3.7 1.9 0.4 0.9 1.5 1.6 5.0 12.0 4.7 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.3 j 2.1 8.6 1.5 6.7 6.5 2.2 1.7 2.0 0.8 0.3 i G 1.8 0.7 0.2 0.2 .6 6.0 8 7.8 4.1. 1.0 0.4 0.3 0.2 B @ 18' 18, 11.7 6.5 1.5 0.5 0.9 3.1 r? 0.3 0.1 } 0.1 0.1 I� 1 III B $' 2.2 0.8 0.7 1 0.6 0.0 0.0 0.0 0.5 1.0'- 1.3 1.6 0.8 0.3 0.0 0.0 0.0 0.0 1.7 2.9 .7 7.8 7.9 2.6 0.9 0.4 10.0 10.0 0.0 0.0 0.0 0.0 0.5 6.1 6 18' 4.7 4.8 3.1 1.3 0.5 0.2 0.1 0.0 p, 0.0 r 0.0 0.0 0.0 0.0 0.0 0-9 7.7 B @ 18 1 14.6 5.7 3.2 1.2 0.3 0.1 X0.1 0.0 18' 0.0 0.0 0.0 0.0 0.0 0.1 0.8 2.5 8.1 9.2 2.3 0.4 2 0.1 0.0 00.1.0 0.0 0.0 0.0 0.1 0,3 3 �1. 8� '° 2 9 1.1 0. �' 0.0 0.0 '0.0 0.0 0.0 0.0 0.1 10. s6.3 3.1 0.8 0.1 0.1 -0.0 0.0 0.0 0.0 0.0 0.0 0 O g 6 8.3 6.3 0.6 0 1 B @ 18' 0.0 0.0 .0 --_0.1 0.2 0.8 0.8 3.4 5.3 9.1 2.7 0.2 0.0 � 4. \Q \ 0.0 "V _ t �`0.0 Rtga 1.0 5.1 14.9 B @ 0.4 3.7 14. 0:9' 7.4 1.6 1.7 2.4 0.7 0.1 0.0 0.0 o:o B @ 18' @ 18' a.o / 0.0 0.0 2 O.t\ 2.4 3.1-= 0.9 0.9 4.8 0.0 .1 1.2,.,, <� 2.2 5. 0.0 0.0 0.0 0.0 \ '4b 0.0 J p� r 0.0 0.0 0.0 0.1 0. 5 P.6, 0.9 1.4 0.4 1.9 \2 \ 1 .� 18 0 0.0 0.0 0.0 0.0 1 \*0 / 0.0 0.0 0.0 0 1 0 1 .4 '1.3 1.4 1.6 4.5 2.9 $.4 1.9 0,0 0.0 0.0 f 00 \ - B 18' 0.0 0.0 0.0 0.1 0.6 4.8 6.5 2.6 4.7 14.0 6. 7.4 .4 3. .0 0.0 0.0 0.0 II� 0.0 @ 0.0 0.0 0.1 0.3 2.5 13.5 6.7 11.7 3.8 4.0 6.4 7. 0.4 2.4 0.7 0.O 0.0 -0.0 0.0 t 0.0 B@18' @18' B 18'0.0 0.0 0.6 4 6.9 3.8 4.3 3.4 7.8 7.3 0.8 3.9 2.8 0.6 0.2 0.2 0.2 X0.0 "" 0.0 0.0 0.0 9.6 7.5 2.1 2.0 0 14.2 4.0 0.7 0.6 `31 40.6 (7 0.0 0.0 m 0.0 U @18, 1,� 0.0 0.0 @51$ 2.4 0.8 1.0 27 �' 1.0 1.6 .3 10.16@ 0.0 0.0 0.0 0.6 .2 2.0 2 0.0 0.3 0.5 1.8 �6.0 4.7 2.6 0.0 D @ 0.0 0.0 0.0 80 9.7 0.1 0.1 0.1 0.2 0.6 1.1 1.8 2.4 0.0\� @ 18' �� 0.5 0.0� 0.0 5.2 1.7 '0.4 "0.1 0. 0.0 0.1 \ -i 0.2 0.4 0.5 0.0 0.0 0.0 0.0 y0.0 0.0 0.2 0.2 0.1 0.1 0.1 0 0 0.1 LE TEK 17 LITE-ON',ROUP EsetaTM LED Wall Sconce Lumina[re Data Weight 9.9 Ibs [4.5 kg] 14.6lbs [6.5kg] with EM, MS options Ordering Information Sample Catalog No. ES3 24H MV NW W BK 700 EM Project Woolen Mills Light Industrial Type Eseta 1 Catalog No. ES1-24H-MV-NW-W-XX-530 ES1 24H MV NW W DB 530 No. & Type Color Drive Product Voltage Distribution finish' Options of LEDs Temperaturet rrent3 - ES1 24H MV 120-277V WW 3000K W Wide BK Black 350 350mA PC' Photo Control 49H HV 347-480V NW 4000K FT Forward DB Dark 530 530mA MSL24 Motion Sensor, L2 Lens CW 5000K Throw Bronze 700 700mA MSL34 Motion Sensor, L3 Lens Elvis Emergency Battery GY Gray System WH White FSIR100 Motion Sensor Configuration Tool LE TE, K EsetaTM LED Wall Sconce ES2 Luminaire Data Weight 15 Ibs [6.8 kg] 20.1 Ibs [9.1kgl with EM option Ordering Information Sample Catalog No. ES2 88H MV NW W BK 450 EM 00 o C\2 o o x z 6 CID M as o Q a Ia Z W Fa x U Z Z Z � � o 0 C\20 f�-I W rF�e F N C\2 g c�8O Z �> 0 W C\2W co W i;acoz 0.0 fc ��ycoP WEW-F 1.8 fc E4W z �Wx Wa � Z P. U W dam' Project Woolen Mills Light Industrial Z Type Eseta 2 /� --�--I C Catalog No. ES2-130H-MV-CW-W-DB-450 W ES2 130H IMV ICW W DB 450 No. & Type Color Drive Product Voltage Distribution Finish' Options of LEDs Temperature Current3 ES2 88H MV 120-277V W W 3000K W Wide BK Black 450 450mA PCs Button Type Photo Control 130H HV 347-480V NW 4000K IFT DB Dark PCR7-CR ANSI 7-Wire Photocontrol CW 5000K ThrForward ow Bronze Receptacle MSL33 Motion Sensor, L3 Lens GY Gray MSv3 Motion Sensor, L7 Lens WH White EM4 Emergency Battery System Motion Sensor FSIR100 Configuration Tool Notes: Notes: 1 Consult factory for other color temperatures. 1 Consult factory for other color temperatures. 2 Consult factory for non-standard finish options. Seepage 2 for specifications. 2 Consult factory for non-standard finish options. See page 2 for specifications. 3 Motion Sensor default setting dims luminalre to 50%when no motion is detected for 5 minutes. Field adjustable settings available using FSIR100 option. 3 Factory set drive current, non -field adjustable. 700mA is not available for 49H version. Refer to performance data on page 2. Consult factory for other drive current 4 Emergency Battery System available with MV only. 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 5 Available with MV Consult factory for HV option, single voltage only, either 347V or 4&W.. EsetaTM LED Wall Sconce available using FSIR100 option. 5 Emergency Battery System available with MV only. 3-year limited warranty on Emergency BatterySystem. 6 Available with MV. Consult factory for HV option, single voltage only, either 347V or 48OV' ES2 EsetaTM LED Wall Sconce ESA Performance Data All data nominal, consult factory for IES files or LM-79 reports. Two Distributions Wide Distribution CCT No. of LEDs Drive System Delivered & Type Current (mA) Wattage (W) Lumens (Lm) 350 30 3205 Efficacy (Lm/W) 108 Forward Throw Distribution System Delivered Efficacy Wattage (W) Lumens (Lm) I (Lm/W) 28 3146 112 Performance All data nominal, Data consult factory for IES files or LM-79 reports. Wide System Wattage (W) 128.8 Distribution Delivered Lumens (Lm) 13285 Efficacy (Lm/W) 103.1 Forward Throw System Wattage (W) 1 129.7 Distribution Delivered Lumens (Lm) 1 13491 Efficacy (Lm/W) 104.0 1 Ct:T Two Distributions NO. of LEDs & Type Drive Current (mA) E C1 o \ o 0 0 3000K 88H 450 130H 88H 185.8 18973 102.1 182.4 18690 102.5 4000K 130.1 14032 107.9 125.6 14254 113.5 130H 88H 1 185.3 19562 105.6 183.9 19625 106.7 24H 530 45 4690 103 43 4604 108 50001t 1129.0 13981 108.4 127.8 13943 109.1 3000K 700 56 5641 101 53 5537 104 130H 1 184.2 19542 106.1 181.7 19150 105.4 48H 530 83 8826 106 81 8751 108 Z 0 E p" W a w 0 U ? z o 0 w 0 t-3 y Z 0 0 w 0 v y Z 0 0 w 0 v Z 0 0 4000K 24H 350 29 3301 115 30 3471 117 530 44 4541 104 43 4548 105 700 59 5771 99 59 5738 98 48H 530 82 8707 106 83 8466 102 Luminaire Specifications P Housing Electrical Photometry Die cast aluminum housing with back Power supply features a minimum power factor Luminaires are photometrically tested by mounting plate and outdoor rated cable. Back of.90 and <20%Total Harmonic Distortion certified independent testing laboratories in 5000K 24H 350 29 3730 130 30 3922 132 530 1 44 5131 118 43 5139 119 700 58 6521 112 56 6260 112 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. :[0l[0l•1al:4[y0W_V■,d91AN1119 MCOYMMI»[1MIS11 9l mounting plate includes novel hanging features (THD). EMC meets or exceeds FCC CFR Part 15. accordance with IES LM-79 testing procedures. U cJ cJ cJ o allow one -person installation. Knockouts on Transient voltage complies with ANSI C62.41 Cat. the top and bottom of the housing allow A. Integral surge protector is tested per ANSI/ Lumen Maintenance conduit entry. Electrical components are IEEE C62.45 procedures based on ANSI/IEEE Z 1coaccessed behind gasketed optical cover. C62.41.2 definitions for standard and optional TNt 21 roman Maintenance (noun) at2s c waveforms for Location Category C High. Models At 50AW At 100,000 Light Emitting Diodes ESI.24H 99% 97% Hi-flux/Hi-power white LEDs are tested in Finish E914aH 97% 93% w accordance with IES LM-80 testing procedures. Housing receives a fade and abrasion resistant Q Warm White (3000K), Neutral White (4000K) and epoxy polyester powder coat. Finish tested to Cool White (5DOOK) with minimum 70 CRI are withstand 5000 hours in salt spray exposure Warranty N standard. LEDs are 100% mercury and lead free. per ASTM B117. Finish tested 5000 hours in UV SO -year limited warranty Is standard on luminaire 5-year limited I-'--i exposure per ASTM G154 and meets ASTM D523 and components. Optical Systems gloss retention. warranty on motion sensor and photo control. The OMNILensTM system creates a low 3-year limited warranty on Emergency Battery System. W a a Z brightness source to reduce glare with precise Listings/Ratings/Labels Wide or Forward Throw distributions. Lens cover Luminaires are UL listed for use in wet locations Q ia-i di Y� is UV stabilized, vandal -resistant and emergency lighting in the United States W [14 polycarbonate.Luminaireproduces 0%total and Canada. Ambient operating temperature lumens above 900 (BUG Rating, U=0). is -40'C to 40'C with no accessories installed. Entire fixture maintains an IP66 and IK10 rating. Z DesignUghts Consortium' 3000K, 4000K and 5000K qualified product. Assembled in the <� 1-4 Q United States. International Dark Sky Association Q listed. Color Specifications Order Code Color RAIL # Pantone Equivalent Gray 7040 429C GY BK Black 9004 426C OB Dark Bronze 6022 BLACK 2C WH White 9003 11-0601 Natural HA 9006 N/A Aluminum as � a W y � i_4 a E� E� W D a x 4 r/] SHEET NO. C-405 SHEET 24 of 25 PRESERVED SLOPE ZONING 20' 0 20' 40' 60' ZW MANAGED SLOPE TONING o a z SCALE: 1"=20' ® VARIABLE Wm7HFOREST AND OPEN SPACEEASEMENT / \ d s o z O / / \ a��' \ \ \ \ _' IAZ / m 00 �a Q 0 — A w o z A P 11 40X.45 \ \ TMP 77-90N a 0 \ / / TREM COMMERCIAL RENTALS, LLC / / TMP 77- 40M �\ \ \ DB 2893-653 zo _ a ai o z \ — — — --402/ \ H5, LLC y \ \ DB 907-684, PLAT — also �'> . DB 5033- 635 \ \ Ex. ,D, ZONE: LI _ — — — — ZONE. LI \ Rim= 403.51' Q rx mCQ '— *� \ FENCE USE. �TORAGY, WAREHOUSE USE. DIST. \ c�P�N��N� \�v. Imot=39 .. Inv t-\.\ a * W F ~ � � 0 � WAREHOUSE \ N \G� 'C / / \ \ �yZiC7Wao r , z z a � a 61 O � > CQ I \--494-- q, Q' W awco M �a >co \ P I \ \ \ \ \ \ \ \ d \ \ \ I� E- \ \ //// TMP 77 90B \ \ \ \ ZP4 u PP \ \ \ \ \� \ . I / \ \ \ \ \ \ ELEMENTAL ECOTECH, LLC \ \ \ \\ \ \ 6 N\GNPF YW \ \ \ \ \ \ \ \ DB 4796-325 %P \ o z \ \ \ \ \ \ \ 14.0617 ACRES \ \ \ \ \ — Fommerl yy \ \ — i \ \ \ \ ZONE: LI \ \ TMP 77-40C1 100 I \ \\ \\\\\\ USE: VACANT \—\ \\ R.\ DB 274-70 �° \ \\\ \ \\\ \ //-----_------- ` DB 3088-272 / — Portoin of Preserved Slopes / 9 II \ \ C -- 400 ver rown area wi h - DB .9797-428 \ not included in this ZMA / / / / / ip ra unEemeath / 390 ICH CHAINIJNK 19,645 SF (0.45 Acres) of '\ ✓ \ \ \ \ \ \ \ \ / / / — \ \ ` — \ Preserved Slopes to be \ \ _ 39� / / _ — — — \ / \ Rezoned to Managed Slopes_ _ / \ RITtA#N�4-T4�A�'Ek & SEWER �AILTHOHITT---- DB 616-135,PLAT 370 o-o cat C] i \ Rork G r MR / — 1 �% �2i �2ii O xi E- F F F —_ _ __--------------------- II — / — _ \ 1 \--- / yll \ \ — — VILLE \� 40 Floodplain z m a z U U U U _ _---- N / 100-yr FEMA / \ — \ - /f► - / ��N \ P, a z � GATE \ 4 NCE,-TRUST / :�� TBR \ — — — — — — — — — ° _ — -- ------------------ / : ll Exist. K. WV / '7� — _ ,-- \ — — I / / / / """_", _ ---_----- — ---- `----------------- -- OLTON / ell Street Sign EX. Va X. djy--� — "— -------- P' o E" ZPcq � o E'r' — ) 163 / Exist. Gravel \ _ _ — — — — _"" --- —J — / Stop Sign Q O Z ~ U w0 /MCI-MH-03 / ` ,6� ------ PP — _-----" _—""— �2/ Rim=322.64' \ (1. � f� / 1 — — — — — — — — — --"--- icy tgy15A) / Inv. In=310.3 .... ` — - 1— — — — —� ---- LANE "" 30 / Inv-6af .26 _ / po RI{SA -334 EX. WV ------- ----------Grave K ) / EX. wu EE -'" �' — \40oRES C �' <4 xi a a l a ' __ TBR \ / VOTE) __--d �� _ . T `' , RT ` / I , EX. F WATER ACSA \ I ------8 W N � W a a z I —------- _ _ — _� 7� / ` --- / PP _y�)�X_X-�% EX. F --------`� 2 Y — — — — — — / Q 'WI �--i 0 0 -- E-� O 00 SHEET NO y ug / 0 'MCI-MH-04 J j / \ ` "" _ L W I I PP / Top=327.10' I \ I \ / / < a l SHEET 2 of 2 Inv. In-31 / \ i O a � z � x a > �" �_ W a a O E APPROVED PLAN FOR ZMA 201800017 CEj �PEI E PEI � SHEET N0. FOR REFERENCE ONLY C-406 SHEET 25 of 25