Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP202000029 Plan - Revision 2020-07-16
366' x "I i . / I / / I I I I TMP 56-87.1 BOLTON, CONSTA. TRUST & SHIRL BOLTON WB 2013-163 ® xv i /- O , \8, C i FfjyCEA/A/ C/Nk 9'' I I I I o I ITMP 77-4OC2 FIT DB DB 3155-18 Refer to Sheets I ZONE: LI USE: DRY CLEANER,' I IN 78'17 44" 1 _ PRoA1p VATfi�fiT------------------ hJ TMP 77-40B ELEMENTAL ECOTECH, LLC 04- E - 8•----------- *00ns - �n�,---------172:00`--- FeiVl yAl/� Cl --- (PAi%p9 s) to vp ----------------------------- TMP 77-40 "E Nk MARTUC LLC ---------------------- --------- -- D.B. 3847, Pg. 332/� ZONE: LI - It USE: DIST. i �q`__ WAREHOUSE > "�- -----_ i ,.�'� Cal - ca �• Co 57`03'S4" -,-g E I ------- a 46.00' i E N 57°03'S4" p / �692g• q°03 251 0 y Mry S B 57qA 162.00' ha I Refer to Sheets C 102 C- 201 C-203 C-205 C-207 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' J, 39 S 4 sr. TMP 77-21 RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 ZONE. LI USE: DVACANT O SIGNATURE PANEL APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ------------------------------------------------------ ENGINEER INSPECTIONS ---,`��---�1 DEPARTMENT OF FIRE RESCUE 3 5 04., A CURVE IARC LENGTH IRADIUS 1DELTA ANGLE I CHORD BEARING ICHORD LENGTH C1 58.94' 408.40' 8°16'07" S 2P39'S4" M 58.89' C2 123.70' 408.40' 17°21'14" S 09°28'05 W 123.22' C3 441.05' 365.25' 69'11'OB" IN 34°45'24" 8 414.73' O N gp'07'11" W 45.67 Existing Asphalt Parking �a S c^ 36o g1, IRGI DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY Al TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE. VACANT 0° (Existing Industrial building MP 77-E T M COMMERCIAL ENTALS, LLC DB 2893-653 DB 907-684, PLAT ZONE: LI E: STORAGE WAREHOUSE TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE. LI USE: VACANT TMP 77-40A RIVANNA WATER & SEWER AUTHORITY DB 565-288 DB 331-554, PLC ZONE: LI USE. VACANT DATE SDP 202000029 MAJOR SITE PLAN AMENDMENT FOR WOOLEN MILLS ]LIG]H[T INDUSTRIAL ]PARK TAX MAP 77, PARCEL 40B SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA o z Purpose of This Amendment C\2 x 1. The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. x The Intersection of Ford Road and Moores Creek Lane has not been revised. F 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on z w w 1 E- r C-401 and C-402 for reference purposes only. w Q m z w w o z U Ca U Q SITE DATA SITE PLAN NUMBER: SDP201600076, SDP201800065 ZMA NUMBER: ZMA201800017 WPO PLAN NUMBER: WP0201600072 LEGAL REFERENCE: TM 77, PARCEL 40B RECORDED PLATS & DEEDS: DB 5210-304, DB 4796-325, DB 4673-132, DB 4790-637, DB 4935-90, DB 4797-416, DB 676-326, DB 4893-401, DB 4797-428, DB 4796-325, DB 4452-283, DB 4111-180, DB 3088-272, DB 2797-29, DB 2797-623, DB 1751-156, DB 900-440, DB 274-70 DB 5198-30, DB 5198-45, DB 5177-1 OWNER/APPLICANT: ELEMENTAL ECOTECH, INC. 809 BOLLING AVE, UNIT C CHARLOTTESVILLE, VA 22902 MAGISTERIAL DISTRICT: SCOTTSVILLE ZONING DISTRICT: LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) PROPOSED USE: USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE. PARCEL AREA: 14.06 ACRES PARCEL ADDRESS: NOT ASSIGNED SOURCE OF BOUNDARY: PLAT RECORDED IN DB 4893, PG 401 SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 2015 OFFSITE TOPOGRAPHY FROM ALBEMARLE COUNTY GIS DATA. TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018. FLOODPLAIN: PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D, EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP REVISION DATED FEBRUARY 6, 2017. 100-YEAR FLOOD ELEVATION IS 324.00. SWM VOLUME CONTROL: AREA OF DEVELOPMENT IS LESS THAN 1% OF TOTAL DRAINAGE AREA. SWM WATER QUALITY: CONSERVED OPEN SPACE AND PURCHASE OF NUTRIENT CREDITS. PUBLIC WATER SUPPLY: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. BUILDING SETBACK: FRONT MINIMUM: 10' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. FRONT MAXIMUM: NONE SIDE AND REAR MINIMUM: PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. SIDE AND REAR MAXIMUM: NONE IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEE FROM THE DISTRICT BOUNDARY; AND (ii) NO PORTION OF ANY OFF-STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY. BUILDING STEPBACK: FRONT: FOR EACH STORY THAT THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15'. SIDE AND REAR: NONE BUILDING HEIGHTS: MAXIMUM STRUCTURE HEIGHT: 65' THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGIN ABOVE FORTY (40) FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20. FLOOR AREA RATIO: TOTAL BUILDING FOOTPRINT AREA: 74,658 SQ. FT. TOTAL PARCEL AREA: 612,629 SQ. FT. MINIMUM FAR = 0.12 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. 98 PARKING SPACES ARE PLANNED INCLUDING 10 HANDICAPPED ACCESSIBLE SPACES. 8 LOADING SPACES ARE PROVIDED TO SERVICE 150,000 SF WORTH 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. Z �z 0 -ago 0 Z O > M Cv Gq > .154 �I� W .. LJ * WEW W O 0 az W 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. c 2. A 19,645 SQ. FT. AREA OF PRESERVED SLOPES WAS REZONED TO MANAGED SLOPES AS SHOWN ON SHEET C-406. FCQ F] � PRESERVED SLOPES o 1. THERE ARE THREE LOCATIONS WHERE THE DEVELOPER IS PROPOSING TO DISTURB PRESERVED SLOPES. THE DISTURBANCE IN EACH LOCATION IS BY -RIGHT PER 30.7.4.B.1.(C), WHICH ALLOWS DISTURBANCE OF PRESERVED SLOPES FOR THE INSTALLATION OF PUBLIC FACILITIES. ALL FOUR CROSSINGS WILL BE COMPETED AS CLOSE AS PRACTICABLE TO PERPENDICULAR TO THE SLOPE, AND WILL BE CLEARED TO THE MINIMUM EXTENT POSSIBLE TO INSTALL THE UTILITY AS DIRECTED BY ORDINANCE. A. STORM STRUCTURES 2. 3. &4: INSTALL PUBLIC STORM SEWER ACROSS PRESERVED SLOPES LOCATED AT THE LOW POINT OF THE SITE. THERE IS NO zo OTHER VIABLE OPTION TO ROUTE THE RUN-OFF TO MOORES CREEK, WHICH IS WHERE THE RUN-OFF CURRENTLY FLOWS. w B. STORMWATER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET ALONG MOORES CREEK LANE THEN TO MOORES CREEK. THE RUNOFF CURRENT FLOWS ACROSS MOORES CREEK LANE, WHICH IS CREATES A HAZARDOUS CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. W = C. SANITARY SEWER A. B. & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE. THERE IS NO ca OTHER VIABLE OPTION TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER � SIDE OF MOORES CREEK LANE. > r `v o SHEET INDEX FOR SDP202000029 C-100......... COVERSHEET C-101 ........ EXISTING CONDITIONS & DEMOLITION PLAN C-102 ........ EXISTING CONDITIONS & DEMOLITION PLAN C-200 ........ SITE PLAN C-201 ........ SITE PLAN C-202 ........ GRADING PLAN SHEET INDEX FOR SDP201800065 C-203 ........ GRADING PLAN C-204 UTILITY PLAN C-100 ......... e6VERSFIEET (AMENDED) ........ c-lol ........ (AMENDED) C-205 ........ UTILITY PLAN C-200 ........ SITE PLAN (AMENDED) C-206 ........ LANDSCAPE PLAN C-201........ 6PADIN6 PLMN (AMENDED) C-207........ LANDSCAPE PLAN C-202........ (AMENDED) C-300 STORM SEWER DRAINAGE AREAS C-203 ........ C-300 (AMENDED) $ ........ ........ (AMENDED) 46 C-301 ........ STORM PROFILES &DRAINAGE CALCULATIONS C-301........ (AMENDED) g6 1g6g9 C-302 ........ UTILITY PROFILES C-302 ........ (AMENDED) C-303 ........ UTILITY DETAILS C-400 ........ EASENIL (AMENDED) C-304 ........ ROAD PLAN, TYPICAL SECTIONS, & TRUCK ROUTINGS C-401 ........ APPROVED MAINTENANCE OF 'TRAFFIC PLAN C -305 ........ ROAD PROFILES & SIGHT DISTANCE C-402 ......... C-403 ......... APPROVED SITE DISTANCE PROFILE LIGHTING PLAN C-306 ........ SITE DETAILS C-400 ........ FOREST & OPEN SPACE EASEMENT PLAT C-401 ........ PRIVATE ACCESS EASEMENT PLAT C-402 ........ WATER, SANITARY, & STORM EASEMENT PLAT C-403 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN C-404 ........ APPROVED SITE DISTANCE PROFILE C-405 ........ LIGHTING PLAN C-406 ........ APPROVED APPLICATION PLAN FOR ZMA 201800017 SHEET INDEX FOR SDP201600076 SPI......... E6I-IEEP (AMENDED) SP2 ........ NOTES & DETAILS (AMENDED) SP3 ........ (AMENDED) SP4 ........ L-Ill Ph(AMENDED) SP5 ........ 6RADW6 PEV# (AMENDED) SP6....... EMH)SISAPE PE-Mi (AMENDED) SP7 ........ LIGHTNG PLAN (AMENDED) SP8 ........ SIGHT DISTANCE PROFILES SP9 ........ DES (AMENDED) SPIO ....... (AMENDED) SPI1 ...... (AMENDED) SP12 ....... (AMENDED) SP13 ...... STORM SEWER EWE PROFILES (AMENDED) SP14..... DETAILS (AMENDED) SPI5.... HEMS (AMENDED) SP16 ..... A£s* BE9-mh (AMENDED) SP17 .... (AMENDED) SP18 ..... MAINTENANCE OF TRAFFIC PLAN 0 z F�--I o �4 121 I [� Qi a W U� Z X E" W W C-)Z 0 ?\6000 Zr°cks O -- O U a Oorltor PVe' 9�00 d w(2 E_ E- � W E- F SITE Sf U- w If;" x oc OAPs w F Fc° c�P Ple SHEET NO. /1"°P C-100 2 VICINITY MAP c-10 SCALE: 1 "= 2000' SHEET 1 of 25 \ \ ! ' gas .9os------.,UT UT n / / N o / 7- -`J--- \I I I \ 20' 0 20' 40' 60' m WP1ER PGSPTG STF BRpAD DATE) "� �' // /� / / /� / �/ 9 -gas-9os \ �I; LEGEND 9 \tc y / / k/ / — \ _ I / / I I \ DB DEED BOOK -EX MH-3 gos j \ PG PAGE FH FIRE HYDRANT \WV WATER VALVE WM WATER METER FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALL PACK --- ULD--- ULTIMATE LIMITS OF DISTURBANCE Al / �X/ k / k k 1 I I �/ --- TP ---- TREE PROTECTION FENCING �/ / ^/ a \ --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT --- -- III I -- — -- k k k \ \ ®PRESERVED SLOPES PER GIS -- � j \ 0 0 0 MANAGED SLOPES PER GIS �k` a / (� // � k k k/k k k k k k k k k k k k J/�/ �------ II — — — — -H I \ I I o + + EXISTING TREES TO BE REMOVED I1 \ I \ I I I I 1 I (\ k EXISTING k k os I I I ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT W —1 I k 1 I \ \� k TREES k k y gas I I I II I \� k - \__ I k fP k1 I x\ kl I kl k \ k Ik 1 k I k 1 k (TBR) k� A 1 W I k kl k I \k \ INC r I I C� I Z \ I 1 kl I k l I lk I k co l z k l I Ik I I k Ik kl k l Ik I k kl I k I I k k k� EX� i t 11 I \ I \ 1 I 1\ N\° kl k l I k k l Ik kl I k k I k I k I -'A( r� I k l k l I k l 1k -k kl I \ k L/� k , / 40ExistingIndustrial Building 1 1 I z\ \ k l k I k I kl k l Ik k k k \\ k k I k k` I \ ?4g g / I i I Ik k I k 1 \ k =_ =� Existing i �I i ❑ Ik 1 1 k k k 1 I II As halt I -'A( k k k k k \\ arr Pkin a\ I I k l 1 kl I I k I I k I \ hl k \ k k g IW °\ I I I kl 1 k\I kl \k lk I I XI kl l kIk I kl Ik kl k k k \\ \\ / � 1 I l k I h\ kl k l k Ik I hl kl k� Ik � k k � �\k k k -k � A � 1 k \ oo �o� k \ I l Ik kI k \k I k k k k k k\ k 1 i 404, \ \ 1 k l k \ k k\ k\ I \ \ \ \ 1 I I \ kl k l I k Ik 1 kI k\ k 1 k k k k k \\ k k SAWCU� \\ k k , f' \ / ICI li I\ \ � � LINE k k k SPHAL EX CONC \I \\ 1 1 I I k Ik I I k k k\ k \k k\ \ k \ k l \ 1 I I I I k I k l 1 k l I k\ 1 k \ k k k k) K— ice— i<� / \ it TORTIONT IRWT4103 G WALL L\\-------------\ \\------- k \ k \ �� �T \\''r� 6' HIGH CHAINLINK FENCE l o I 1 I 1 I I I I Ik \ kl\ k 1 k \\ kl\ k k \\ k k \ k ,zk \ k k �\ TBR k k\\� �\\\ k l k l I k\ k k\ \k k\ \k k\\ k �(\ \\ k k k� X k x 402, 11 I I I I 1 Ik \k \ k\ \k k\ \k x k k \ k k k k 1\ k k ) \-_ / ---- EX 22 I \ l I I \k EXISTING k \ k k k \ k - EX,SID CURB I I \ k \ k � k � \k h� \ SIDEWALK / I I I I I I k\ \ k\ k\ \k k TREES k \ k k k k k (TBR) / \ (TBR) k k k k k k k k k k \ I \ k � \ Indu ExistingLi k Ir k `` building k k k/ k ------ 1 Y \ �1 � 02-----,�_- m/z \ �I X z \ k ) k Al i \ _ kl kIl1 k \k k\\k �k k\ k k\ k k k \k k k k k�\k \k k k k k �k X-k k L, w -------\ \ ; k -'A( \ 1 \ \ �- I I I Ik I klkl I kl k Ik \k k\ k k k k\ k k \`k k �-k --X \ kik /�k k k k E 21 \\ I 11 I I I Ik IkI k \ k��------------- — — — — -- kl I Ik k \ \k \ k k \k k �� k k / I I I -k X1 \ k k k k \ k k k k k/ \ k k \ k \ l I I Ik I I k kl I 1 kI k \ k k\ k k\ k k k k IN( k k\ k--- �--/k X-/ k k �\ k �a 4 \ EX I `\ \ / Il I I I Ik I I k I k \ k \ �\ // END/--- o k I k l k k\ k k k k\ k F \ I I 1 \_ SECTION U w `� I I I I I I Ik \ k k\ \k k \\ k k \\ k k\ k k k k- -\ k k k k //� k k y� ��� \\ --- --� / kv.¢ut � /' k{ k k k k k k k - - k - - -'k 390 k� k k�: \ \ I I I I � k\ \ \ �� I 392.2(f \ \ o k I I k\ k k \k \ k k k k k - k ki k I k� \ k _-- � k- k \�( k k\k\ k k 9k k k k�� kC CN k k\k k-- k k J _ --` k k y \ o k/ _ / k �\ \ F k� \ k k k k k k k k�l \� k k k 39 / I I \ h\ \ k\ k\ k k� k k /k�� F -'A( k- lb�_ \k_k� \\\ k `�`�� ------ - w - Q � k \ k k k k k -'A( X k k:X---cl-�� - __ - ---�- 39C z -k� \ _ k k k k \ \ \ k \ \ \ k\ \ \ k k k `�k k �C / k k/ _ /k/ k \ \k / k �- k k k k a \- —�__ t2- -'A( \ c, \ \ k k k\ \k\k \ k k \ k k\ k —k k k k \�X - -- k k/ k k/ k k / k /k k /X k -k -- X X \ \ \k \ k/k k k k k k k k k /�\ k \� - ----�- -�I I \ \ / / \\ /� _ �— —�-- — �, o\ \ � � k � k k k k .� k / k �� k k \ k k k k �'-- it oI k\ \ k k\ \ k k \ k k k / k / k/ /k / �y / k _ /TC / k \ \k \k k kk k - \ k O�dV ca J � o O J G G e�0 3) o \a o D x x \ N� W W W z w w C7 U Q q U Z o �aC\2o o Fc\2CQU O U Z O to W � W >aW�� W U>cop Um"t. WFZO WO 4-1 Zaa W � U rl-I w z / O EXISTING Al � /k // k- k \\ \�\ \ X \� k k \ j�\ ' TREES k k �k k \ k k � k � k / X k / k k � \ k \ k k k k \ \ \ \ k k k / k / k/ � k k / - �- \ \ \ TBR _ I / Al k k/ k/ k / k k / k k \�k k k� \ k \k ( ) k k k k k k k l O � � a A- A, k k k k k k l / k / / / k \ k \�k \ \�_ ��k`\ \ k k`� k k k k k k Z Q / k k \k ` \ k k k k k k k k > E a k� k k \ k\ \ k k k k \\<1 'A( k-_� Al EXISTINGro/a kk G TREES O Z k\ AlI jx Akk k kX k,Nc F Fk-y-X k `k, k-k ) Al O�Z�WC EaOQ- � W /k �k_k- SHEET NO. - \ k -k�\ _-I O I �k k k - � / k � X / k / k � �k \ k� � k k k k k REFER TO SHEET C-102 SHEET 2 of 25 REFER TO SHEET C-101 GA \ _ __ _ __ - _ ¢M - / X / / X / k �� k X \ � X -�--� �/k k k X _�__�- � � o \ k k X ��k k / k X/ /X k \ fir\ \k // k �- X X X k _ __ \ „\ \ X \ k\ k \ k \ k k k �X k / k k / X k X k \ \ k/k k k Al k k k k X k Z z I o \ \ \ k - �k \ k \ \k \ k X X k---k /X/ k /k /�k �� \ X� \ - \---�_- -� --�- 6 s o X k— k k k X k k k k X k X- X k \ X \ k\ \ k \ k X x / k / k/ /'X X \ \Y \ \ k X k --mac--- k- �� - ----- ------ A k\ \ k\ k \ X k k \ k k k k X k/ k k\ k k\ \ k - - -X k A a -\I �/ F J F<v \ k k -- X X x k X k k k X /k /k k /� k �/ X // k k� _- k \ \k\ k X \k k X k k k X k -- a a a o4� Quo I \ X k\ k \ k\ \k\ \ k \ \ \k k I X---� / k / k / k� X \ \ k k \ k k X I n k k /k / k / �� k X \ \ X \ \ k X\----- ---- — k k \ k� k k k X k k z X� \\ \k \ \ k \ \ \X k k k / �k / k / k / k-A-_ k X \ \k k k \ k k / k \ A\ \ k \ \ A- k \ k X k X / k / X / k k� k-- k \ k �? \ A \\ k \\ EXISTING x\_—/ o z - \ k\ X \ k k X l k X� X k k X / k X k X X k\ X k X k X � o I yr \ k\ \ \k \ k\ \ X \k X� k k / X / k/ /k �X� X k \ \ \�\ \� \_ \ k \\ TREES X /k k x \ - \ k\ \ k \ _ k A\ \ k \ k k k X k �c � 0 0 A \ \ '� \ \k k \ X k — �X // k / k// ik k/ k/ --� \ \\ k \ �\x A\ /TBR k k k X - X � `� x X k / X / k k -k \F X k� X k X \ ) k k x X k X k k ,� to rx k \ k \ k k k X X X k k X � \ \ \\� �k � X \ F• k/ / k �' k k X X \I \ X \ k X \ k X X k X k k k k ,� x \� X \ X\ \\ k k k k X x X k k x X k k k X k X z k 1k k X` /�Xk/X k k� X/ X X �\ k k\\ `\I k\ �_ k k k�\ k k X \ \ k k / k X k k X k Q U �k \ X /k / X / k k \ \ \ X \ w w \X k k X k/ Al k / X/ W X k \A \ k- k ��k \ k x X k X k X k X X ¢ z x \ \ \ k X\ \ k\\ - k X k x U k k/ -k�y� __ k k� \ k X X X k k k k ra w �r k k \X / / k / k X EXISTING k X \ \ _ �\ \ \ k k k --k k x X X X I w x X`� \k \\ \k/k/ k/k k x�k\X k k \ k �X k\tea o k k X �k_ \ 't' X k k k- \ \ \ \ / / TREES \ — R 1 k^ \\ \ X k k X / k k/ X/ (TBR) X� X k k \k X\\ i \ l � \ k X X / X �k X X � � � � �k � k X k > �� \k \X \�_k X X k / _ \ �C \X k X k k k \ Al k X Z k \ k \ k - k- k X k/ -x i k k X k\ X� _ 3� k k k k k X k X 0 �\ I k� \ �k�- X 0 �t k� ��� X X k k X X\k k k X X k U Z TX k \ \ \ \ �k ��X /� X__ k�k 1 \ X \ \ k c\ 3� - k / /X \ X X �k k- - �}� k - k -k_ k k \ k k Al > \ \\ k k k X k k k- k \k k /�X \���� -- k k k X k Z Al X k \\ k� -k —�i— k-- �kyJ_,_��� �X --- k _ k \---� x -��o k X� x---� k _PW�o i k k�� k X - - l am �X� -�X_ _ k- --- A, \ \ \ ��X �k- --� k \\ k \ k��\ k X k a X k_ _ —__— X- �ZE��o X k k k- �i X /k/ / X �k / k of X X k k \\ k \ k X k'--k ---k k---X Al X k� ����,,� �}- X oc� ' o \.� ) \ \ \ \\ \ \\ -X k\ k ��X .� k` -_�-k - k k i /k k / X -_- k� k }Z k k �X k k k k k k X�- - -- � s� I--� C) ���c�� X \ k k k Xk--� k X �- �- w o \k X k X k---- k k/ /k k Al � k \ k \ k \� X � k� _ ^ �' W awm� \ k----�-- 36 X- —)2 k\ X k X - H ��a k X -k /X�k /k / X\ av�� X X k X \ k\ \ X k X k X \ X co n /k X \ k \� X k k k k \ \X o X \ k k k ��' a \ \ \ k k\ `X k k / k / k X `\I \ k X k Al \ \ k k \ k k k ��c-- AWE- \ k \ X k \ �k k X /X k k/ k X X k- k - k---- x- X �c\ \ \� X k X k X k �F X \ X —k- k�' k / / k / X X� k \ \ k X----�- k �?\ k� X k-�� }2'\ �Z\ k k * oz \ \ k\ �k� X k �� k �' k / �k/ �/ k\ \ \� \--X k X k h� k \ X\ \ A- k X k L7 ao \ \ k\ k �- X k \ - X- k k k k \Y \ qh� �'-Xj�� k ��X k ��� XI -�k X -- X �� k / k/ X X x--- k---\X \k k\ k F C k Z /-- k �-X �X / k / X-�k \k X k--- k k \ k \ \X \ TC X �c---iE x X k X ��k \ k k \k \ k\ Al X k oU X X k-- X �k' / k / k k �k X - X k X \ k k \ k \ X k X W X\ k k \ k \ / \ �� k \ \k X X -33— — \ X X k k k X \ k X k X \ \� k k \ k\ k X- '-� k �� ��' �k X k \ k--k- k k k k\ k\ X\ \k \X k k �� Z \ X k\ 1 k��\\ �� \ �Y \\ h� \ k \ k X Y� � CU A k\ X - - -X -- F X �� �4x- --� k X X X---��--- � k X -k \k Al _ k X\ / k X k / X X X k k k X k\ k\ \ k\ \ k\ \ f TB.T\\ \ 1 \k �\ k X� e k k�� _- k k -X k k� k ��f k / k k X x k�\ k X��, k %� — -�C k� \ k \ k \X k k X k k / — k o \ L - _ X k x k / I R I 1�• /N/ \\ \ ----- _ --_ k X/� -- X k X X\ k\ --- X Al k k \ � \ A- / FXWV k Skl X \\ \ \\ \\ tip\` �/ _ - C k� X��� k �k k \ k ��k k �� --x k\ X X��\x \�� =k k\\X\ yl \\-----------/ k k k� X X k k-X X k �k-X k kv X k k k\ \ X \k \ \ \------_--- \ _ 3-k k k - -k X �Z X X�I k k k- Pp\ °nP __ - k-�-_— k % X -k EXISTING °np—� '—_ — /-- — — — k_,�--= TREES k _ k- X_k wq P� k x (TBR) ---- 6 TFR _ _ --_ --- - _ k --�-X-� RR Sp/fork 7k� �Csq 1 `�hp -------- - k X X k k X k x k k k k k-� k X - k ,� - 242'°P - --- k \ X np ��' x 'c - =zp \"- _ t �� — — _ Y� fen muo \ ) RE,S CR-------- - - k -� \ \ \ \ nitory s W rns ollpt/o ryk \ \ \ \ \ \ \ \ \ \ \ �I'RIVA x LANE --%---------------------------- — — — — — C ZX �Of L---------- R\ un s reee Porto e \ / I e`Q e red °n ° / — ---- en lnst0/lace ofterosloson�orfenCe \ t. / / / Topl, MH,04 _ _ — — — _ __ n/tory hoseµer In 3 �,0 — — — _ 30" Clay (RWSA) 01 3�---M� =dp/ / R;�a 2�N3 �\ d k k k x k k / X k / \\ i/ \\ � • � I \\\x/ g0/G� /�� / / � I I� x x k k k x x k /� k X k k x ^,� / //i- --� 30•0 \ \�\ \ � \\ � � �!�! k X X k k x x X// k X l I k X k X / \ qJ \ / / I I k k k k k / k x k x k/ \ e w co \ / '� Bu{ fi er \ + k k k X X k X k k / // \\ \ \ \ v� , Stream I k x EXISTING '` x k x / - - - - - - - - - - X k A - TREES x (TBR) k k X / / // // \\ \ \ \ \ // \\ \_ - o _ k \ \ \ / \ F ca / 10o_ - k �/O 17q� \\ \\, ��-- STR \\ / z 117 �17 z — — — — — — — — — — — — ri �z o ZU) o� W � � p Z C7 O Z 0 9 / / LEGEND I \ \ \ \ \ \ \ / / / / / / / / / / / / , i/1 Q o / DB DEED BOOKPG PAGE G� FH FIRE HYDRANT I \ \ \ \ \ \ \ \ / / /// / F a a W o / WV WATERVALVE — a p / / FFE FINISHED FLOOR ELEVATION — _ WATERMETERC \\ \ \ \ \ \ \ / / / / / i /, / / / // �� / / W W UFE UPPER FINISHED FLOOR ELEVATION — — _ \ \ \ \ \ \ \ \ / �' / / // / ��� / / / / 0 BSL BUILDING SETBACK LINE PRESERVED SLOPES PER GIS _ / PSL PARKING SETBACK LINE SHEET N0. v v v MANAGED SLOPES PER GIS \ \ \ \ \ \ / / // /// // / / PP POWER POLE / SCC STORMWATER CONVEYANCE CHANNEL \ \ \ 20' 0 / 20' 40' 60' WP WALL PACK /� + + EXISTING TREES TO BE REMOVEDC-1 O- J-- ULD--- ULTIMATE LIMITS OF DISTURBANCEL -- TP ---- TREE PROTECTION FENCING ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT \ \ \ / / // / / / / / SCALE: 1 "=20' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT \ \ SHEET 3 of 25 V ti 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 m D x A O a "1a� a v a a a a a v a ------------------ a a a a a s - of ACSA public sewer a--- ®EX - WM- - -'' a .aaa a a a a 1 III III s a II I I II -: a s a l I STREET ,,- � a a a a a I w AY N a I $ RD AD RIv AT E) a New Retaining Wall E a - (- pitch °✓� , a a O �I-' w/Handrail a °e ` 6 Max Height-22' EX MH-3 a,I I a a I I aulr a a a a 14.0' aaaa a I I a I a a a I I I I I I New etaining Wall a h o- /Guardrail a 14 o Max Hei\ i a L - - - I --, - - - ' - - - -I v, Loading 9 ---- Spacell 35.0' 1-STORY 5,800 SF FFE=393.50 Elm a0. I I ew Retaining Wall C 0 r /Handrail w Q Max Height=15' e Tj an 3 d S b CG-12 6) x rn v U o a_i ------------- '1 I 13 i Loading i 11 ----- Space �p • 55.0' P 1-STORY 6,110 SF G1=374.00 FFE=385.00 a� ��< 4 � Ere, 9.5" in ri 1 "WI OK 0 bFH "WMe 5� I I 2-STORY 3,000 SF/FL -, 6,000 SF _ o FFE=394.0 EX2 67.0' cc 2 c-12 - Existing Industrial Building -- Existing a s aces o 9'x a' �j Asphalt _ Parking 0 Sp ce\k 9'x1 1 CG-2 a, P one SI w 12 2-STORY 11,232 SF/FL 22,460 SF GFE=388.00 FFE=398.00 5' ADA Ramp w/Handrail 15 H CG-2 2 Spaces 8'x18, h� ?01 CG-2 21 paces © 9' 18' �7, 12 'CbfZc {JIdCJak 'd" 215.0' a a Ca a , "WM a a a a as a a aF a aaaa ^� a a 3=STORY a a a din' iI a s r7 13,975 SF/FL a a o i o ng 0 41,925 SF a a n S P ce --- SOR CG D FFE=394.00 ? GFE=381.00 New Retaining Wall N a ° LFE=371.00 a ` p w/Guardrail a Max Height=7.5' a ° 1 "W New Retaining Wall M SCO Max Height=2.5' a 215.0' a 2-STORY __ 1,750 SF/FL 160 R 1 x35' --- a a 500 SF) 35.0' \ I OH (7-, -ding Spoce 50 0 0 CG-2--__30' son9der i 25. =388. v o 2-STORY ® 16 BEL a 2,125 SF/FL 140'R LE MONT UEa s.o'� (4,=3 SF) // FFE250 SF) 14.0 ° .d 'd `PrI V d t a 388.00 g6.0' o °..: d b Weir Walls /.. .p. CG-2 a a a ldew 'k New etaining Wa I v: (Refer To Details) 83.6' w/Handrail 14_0 1 - 14.0' 5'' .Car c! �1. a a a 18 a a Max Hei ht=11' _ 0 ew01& 9 2-STORY 4,516 SF/FL °.� i112 x35'i 2-STORY a s O a a (9,032 SF)112'x35' I ° ce-1 4,070 SF/FL a � FFE=348.0 I I y I Spoc 27.6' � o UFE=368.0 ',Load' DU e i (8,140 SF) 1 Space II mper FFE=351.0 0 UFE=370.5 V_ New Retaining Wall A I ; 2-STORY a `Max Height=2' a j ; 3,874 SF/FL Al d' _J , 1, „"o "N REFER TO SHEET C-201 LEFT URN NLY Sign C a�a a 2® aaa w U Z w Y Z J Z G, � 9 c, �o co o A � O N 20' 0 20' 40' SCALE: 1 "=20' LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATER VALVE WM WATER METER FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALL PACK ULD--- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT 2 Q J ~ o Z a) o 0 C\2o 0 x 60' Co o z O A U z w w iz.7 U Q�x W Q U C� Z Z Z O O �aC\2o _W �on O U 0Zrr'>Iw N W OJI z �� LJ Q= � � co, Ca U E- rGj msz z W U W PRESERVED SLOPES PER GIS �Z v v v MANAGED SLOPES PER GIS Q-I L.S` + + EXISTING TREES TO BE REMOVED W ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT SITE PLAN NOTES: I 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. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. I I I I I I I I I I I I I I I I I I EX CONC RETAINING WALL L ------------------------------ TW=403.1 Existing In building z SN E NW W ew Retaining Wall G w w/Handrail & 1.5' Gutter ca o aMax Height-7' a E+ 'C 0 a a a a a a a a z a s aaaa a a a a a a Steel Gate a a a a a a a a O aaa a a a as aaa a a a a W� 200' Q - cG-s W � a R 88.w� ad 0' E- 1 2-STORY 0 O Z n 2,640 SF/FL 'Z O -- (5,280 SF) o �� FFE=377.20 0 UFE=387.20 F p-, w 88.0' E" - a W � p 6'. Canc . Si4ewol'k F CG-2 0 w 1„WM CG-12 w x 7 S aces 10, 0p 1 'x18' SHEET N0. s 200 SHEET 4 of 25 REFER TO SHEET C-200�G"l� ���� _ u r z z o q 2-STORY 6 U o o R ® 140'R 16 B < 2,125 SF/FL , R �,y o J m 0 EL (4, 50 SF) 35.0' �9 MONT �VEa 2 0 ... p 5'p FFE=374.00 0� QROF O9 ... .. 4SR >'', ° ° ( r1V a 2 e d 388.00 0 10 2-STORY W 0 0 G A 18. ate 0, �•. oo� 640 SF FL i 96.0 o o Weir Walls a w k. N (5,280 SF) b New etaining Wal (Refer To Details) 83.g ,. > a a FFE=377.20 o z w/Handrail 140 14.0' S',Caricl A ox Height=11' 2-STORY i-- __ Si ewolk 18 a CG- o rxn a 0 a UFE=387.20 o 4,516 SF FL Wp O a Q a a �h 88.0' x / 0 12 x35'i 2-STORY 6'. Canc . Sid�w I'k o d F O (9,032 SF) CG-2 i 12'x35' i 5 EOadingl 4,070 SF/FL a• 1 WM � FFE=348.0 0;Loading ". i Space 27.6' P a N a CG-12 $ o E- o UFE=368.0 Space i OUmpsR i F8E14051Fo o a z oa Co p1 16 1 1 er �r ® a< ro 7 S aces M A z 1:1W W 4' G I UFE=370.5 0' a © 10' z w New Retaining Wall A i G/ i 2-STORY o ©1 x18 v Max Height=2' 81 4' rn 3,874 SF/FL a 9 a 6' ,S A 88.0' (7,748 SF) CG_1 2 8 Spa es 14.a SP q a --' . ': „ �'. FFE=354.50 CO)� rete.. , UFE=372.50 CG_2 a a a a No a a a a a a a z 01 5 Sp ces , CG-1 .* C�-1 88.0' a OD Z scc 1 p x18 NO RIGHT TURN ONTO ® SR CO 12 D •1"WM CG,2 10' S > 10' 2 o O 2-STORY FRANKLIN STREET 5� 1p, 1 p e 10 ` a. v 3,725 SF/FL ° �- 7 S aces o �a�o Sign 1"WMe ''s h (7,450 SF) cc- 1 'x16' a W M ti ^ �. " FFE=356.0 OF - C7 � c0i o Sidewalk.. a 1 W UFE=375.0 O------------ Z�¢ow to of 7� �� > NV 5 Cancre CG-2 No �' o a ° 0 1"WM Mon ment 30 8FH � p x eco q ® W V O Sign , , 11 S >a 0' R /ANC ~� v Ui d 69. } `' 2 7c 7< F V St . A :. 122� _6 o p ces 1p'x1 1 p' tVL Canc..>Sid d 19.0' 4�V1\RE F� w F w °U/1 ` DDi ew61 4 * ~ E z f \ ®QO 0 F CG_ k. 6yR EX New Retaining Wall H w o O d © RD S ® w/Guardrail -- Z fx x 0' �\ C CG-2 1"WM� 's (prlV READ E ® Max Height=6' Py o I 10 M//y/M WP Qncrefe Si, ate) W U14 g 2g 12X35 dewalk. ,* H Q W oWP ce� 122.3' A. 5. �Onc S1Ple 69R yl'� Z ® X WV `...., a 58.T wolk, k !/ li Monument sign M � �l 2-STORY e 1 'WL�kilt F "el-1, �� , a 1 ove�Py OR. �' O a N 1SF/FL uar ra (2,816 F)o 'oil y W nt ® a a FFE = 360.00 y� \q� BFE = 340.00 N Ne 2-STORY © a y� ew Retaining Wall I I w S Sop feet \\�Street ���, New Retaining Wall L 7,451 SF/FL 58'7 � w/Handrail 6e Ekist FN of S9n NO RiC ��w/Guardrail (14,902 SF) CE ax Height=10' R "cqm k� ONTO FiT Max Height=7' LFE=326.50\RE E flR Spike rk 1 S/9n FORA URN FFE=349.35 4 eK \3 OqO 1 8' UFE=359.35 ) 32 42, Yl Fy 1 MU S 122.3' 1 MINIM S 1 yl New Retaining Wall J __ - --- .- w Handrail .tLIOpRE,s CRE ---------- ® y�� Mx Height =7' 8, c ��\'--,` � LANE --------------------------- - °9e FeNcFAtN --------------------- - - - - - - - - - - - - - - - - - - - - - - - - i i O � � / Mci I J 04t -370 _ •90 ' 370.80, New Retaining Wall K --_, I w/Handrail Max Height=8' MC/ O MN-03 n n322�4, ------ --' ,36 / STORM WATER / MANAGEMENT BASIN SW-1 ; J -- - \ i _ E i o q� 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 +77EXISTING 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. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. - z 0 E w a � C] C) U U E o 0 U 0 z x W�a w z E-4 a a W �D Q E- O L Z Q 9• 0 a E a N E W -- E- O� U E. a 0 W E O x W x a P. rn SHEET NO.. 0 20' 40' 60' C-201 SCALE: 1 "=20' SHEET 5 of 25 IA l\\ - _�_- ___- -�-_- \ 1 \ \\ - - _ _ -9°s °° BroadwyRd-1-4 J -°° \ i End of ACSA public\\wer 0 4noD e� EX UT \ 1---�--- - - - 20' 0 20' 40' 60' o o� rxn // '00 " U] X \ 1 / / / / \ SCALE: I "=20' 6 F aT / = -=-_ ' �- / - �' \ 1 z F� W W W LEGEND 0] Q a] z W W \ \ / DB DEED BOOK RC Czz X 9p5 / / / / / - / -F _--- PG PAGE q w \ i \ / /� -�- -� \ \ \ \ \ / i FH FIRE HYDRANT � W U WV WATER VALVE Q WM WATER METER FEE FINISHED FLOOR ELEVATION a 3^ti / / / / / /i� / / / / / j� \ \ \ \ \ �gG/ I I \ UFE UPPER FINISHED FLOOR ELEVATION 70- BSL BUILDING SETBACK LINE Z - S P PC \ S1L / / / / / / \ \ PSL PARKING SETBACK LINE Z _ - g„ W P m I / 7 $p / / / / / /�/ / / - - - / \ 1 I III PP POWER POLE Z 1 n / / ��' If/ AY s T g E E SCC STORMWATER CONVEYANCE CHANNEL a ` WP WALL PACK ctt . / /� '1� �I / ' / e. / / / / ew Retaining Wall t�/ / / / / gas �e°° e05 \ - - I I _ / / I I • a O �- Q L� DF T L / �� � � �/� / / I ULD--- ULTIMATE LIMITS OF DISTURBANCE S Q 1 BF �IV A Q,t / / 1 R / " \li �w/Handrail I--,' ! g°s - - \ ( I / / I \ TP ---- TREE PROTECTION FENCING E." N °^` / /' / // Max Hecht=22' / / -EX MH-3 I \ FHOD FLOOD HAZARD OVERLAY DISTRICT ��rl' z oU FH FIRE HYDRANT O - I W / WM WATER METER '� W m � / / �/ GV GATE VALVE Q r U z ®PRESERVED SLOPES PER GIS W F r;j W / / / / \I �/\II IrT,I / / \ I i ( /1 \ ❑MANAGED SLOPES PER GIS ^ W R4 x x ln EXISTING TREES TO BE REMOVED Z 0 VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT Z / au/� �rv91- cZ BW9��j GRADING PLAN NOTES: + I I 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. - - - - - - I I I 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW TO STORM INLETS. I ( /Guardrail 15 1`t I �I 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE 1 1 I I 1 I 1 I Max Height=5' i 9a I I SCREENED FROM PUBLIC VIEW. 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES ( 1 I I L I U I L U \\ 2-STORY 9°a I I li I LESS THAN 2%. I�� 0 I i 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED 1 \ I I TW90.0 I \ I 1 1 a\ 1 3,000 SF/FL - - - `- -- 0 I �I FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' I 1 1 \ I I BW88.q I 1 1 T 92.0 I TA2.G 6,000 SF EX 2- - - f I I I I ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY \ I 9.5 I g/gg•0 W 9:5 /' FFE=394.0 I APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. 1 1 I I I I I I I 1 I I II \ 1 I 1\ I I I I I I I I I I TWO3.5 �a BW95.0 IIII11 'I I Existing Industrial Building = I 3.5 Existing \ P93. 1�STORY 4 \ - \\ Asphalt I I I \ \ 1 1 1 \ I I I I I II I I I o I \\ I 9\ 5,11 1<0 o s5 FFE 393.5p I I I I I I WMr I I T�W04.5 Parking I ❑ I BWOO.5 III I I 1 1 1 1 I I I 1 I I I \ \ P93.1 P93.3 1 \ I I 1 I 1 1 I I I I I I 1 I P89. \\ \ I \ --- 1 III i u----� --0 I III \ Tw913.5 \ I 1 \ I 1 I BW81.0 e92.1 P92.3 11 I I I 1„WMI \ \\\ \ \ I ,404 I w/HandraNew lil Retaining Wall F 1 li I \ 1 PA9.8 \ \ \ \ \ Max Height=7' \\bH 11 \ \ 92. In.4 <. > TWO1.8 1 \ II \ - / TC03.1 \ \ I I I 1 1 1 1 I I 1 a 1 1 \' .• . :' ..: \ ...'. 1"WM TC95.8 BW95.8 I I \I \ 1 \ 1 I I 1 I'' P8 .6 Q \ \ \ \ \ EX CONIC \ TW=403.1 Ua---------- \ 1 1 1 1 I I I 9.4 r 1 1 1 \ \ \ \ \ \ \ / \ _ RETAINING WALL 1 ----\-�------------- II I I I I I I W \ II I \ 11 I 1 I I II IWS I II I « I \/ \ \\ 1 \ \ \ \ \ \ \ \ II C 4 3.2 \\ \ \ TW89.5 I \ \ I 1 I J I \ \ \ \ 1 \ \ \\ \ 4)\94.0\ - - - 400 BW89.5 2-STORK` EX 22 I I \ \ 7.4 11,232 SIF \\ I \ I I I I I I I \ \ , \ 22,460 SF \ \ I 1 I \ \ \ GFE=388.00 W8/ \ I I I � r /` . \ \ \ \ I \ FFE=398.00 1 I I \ \ \ I TWflo.O TW00.5 BW9�.5 II r 1 I I I I 1 I 1 I 1 P�7.1 BW95.3 \ I I I i I I ew Detaining Wall cl 4 ,14 \\ \ \ \\ \ Existing Industrial 87.2 I w/Handrail I \ \ \ \ \ \ \ \ \ \ .O BOG- - - - - - - 7U \ 1 I Max Height=15' \ \ \\ \\ �\/\\ //> .A ----_------- w \ building F \ \ \0.0 � I I \ \ I I \ \ 3g \ \ \ \ \ TW98.5 0 \ 1, 1 T /P85.1 B \ \ I \ 1 I i I TW 4.5 P8513 \ \ \ \\ \\ \ \ \ 3g -4130 ---- \ •� -- - \ I \I I I TWS .0 Bw 9.o I \ \\ \ \ \ \ - / \ - - - �` �y� \ \ z P93.4 _ P93. 0 7 - BW1.5 \\ __ _ \ fZ v2 II I I I 15 IHDPEII TC/f�84.0 �\ \ \ \ \ � - - - - - - - - \ r71 z I 13 \ \ ": \ - TW96.0 --- \ \\ q III II I I PI 1.01 11 \\ D o\ - - \` 93. --�G�OBW94.2 /- - \ TW97.0\ \\\ 00 TW94.0 / / / 390 BW90.0 \ - _ - _ _ z a - a a � '.•., � ® 66�94.0 92.8� 39 I \ 1cSTORY\ \ \ \ \ \ \ \ - - / / / \ \ _ 6,1T0. SF \ 3=STORY - -a I \ I II \ \ G1=374'00 \ \ \\ \ e\ \ TGB\8 \ \ \ // / 13,975 SF/FL� a / /- \\ FFE \� \\ \ \\\ \\ 0 \ TC80.� \ \ / - 1 - - 41,925 S� = / - / \ - _ - - / - TW8 7 I � - - - / / � 394.00 / / 86 GFE=381.00 / _ / BW 7 New Retaining Wall- \ LFE=371.Of / \ \ / 87.0� / // //-/ / Max Height=7.5' -\ \ \\ \ \\ // 111W= \ I\ \ \ o\ \ \ \ / / _ New Retaining Wall M 38p \ 8 - - y /1Jox Height=2.5' \ \ ' \2-STORY 378 \ - - - - - J / / / / / 17 \ \ �� \ \� 1,75O SF/FL TC85_5- - 21 - TCb8.40 / 15 T 77 � \ \ - \ 2-STORY \ \ 8 / „ 16 / / 7y \ \ \ 2,125 SF/FL \ \ \ \ \ \ 15" HDPE / B LL� M � \ \ \ \ \ �� �(4,250 SF) \ M. 1 \ \ \ \\ \ \\\ \ \\ \\ 9 t�lVate \� \ \ ,, ap\ 8800 \ \ � Weir Walls New etaining Wa I \ \ \ / / / / (Refer To Details) \ \ \ \ \ \ w/Handrail STORY \ / / P4,7.0 REFER TO SHEET C-203 O \ \ U ew Retaining Wall G \ 'w/Handrail & 1.5' Gutter \ \, Max Height-7' - - - V E- W8- _--- �- z a feel Gate TC 82-2rs Q iii n 80 E a �p TC79.8 F» U E-I EE -- E-E 1 O 2-STORY TC79.2 a x 2,640 SF/FL p, n F5,280 SF SHEET NO. FE=377.20 TC79.2 - - - UFE=387.20 TW80.5 -- - C-202 BW78.0 SHEET 6 of 25 REFER TO SHEET C- 202 p\NIA 5 2,12 SF/FL � \ >. ' �p TC79.8 \ \ \ \ \ \ s \ \ \ \ 15" HDPE ( M0 \ \ \ \ 4,250 SF / \ \ \ \ \ \ \ \ \ \ ,a \ TC74.6 \ - u i.. • /� V \ \FE=374.00 \ 6 s z o HDPE \ a t @ \ �, \ \ \ 10 2-STORY o �� \ \ \ \ \� \ TC79.2 \� \ \' a _ - > < . \ \ 2,640 SF/FL y Fw \ \ \ \ \ • .. .� / / Weir Walls_ 5,280 SF O� 0 �O \ \ \ New etainin Wa I \ / / \ \ - ( ) TC79.2 dy 0 P 9 (Refer To Details) / , \ _ _ V\ < \ \ \ \ \ \ w/Handrail _ \ / / / � - � . \ � _ _ \ _ - � FFE=377.20 \ \ _ \ \ \ / / / / / / \ \ A \.,, _ _ UFE=387.20 \ \ \ \ ax Height=ll' \ - \ \ \ \ \ / / / P4, .0 / �'�� _ \ - _ BW78.0 00 4rSTORY \ / / P44.0 / > . / / '�''J \ \ TW80.5 0 z 2 \(91032 SF� / / / / / / / / ` ` \ \ P 7 3 \ \ \ �I \\ ' o p O 8. l 2-STOP \ \ , . �' o \ \ \ \\ UFE=368:0� - - - - ti / / / (8,140 SF) - - _ \ \ _ \ 15` - r - - 1"WM \ © 00 V) x FrE�48.0 / 5A / / / / / 4, 0T0 SF/FL \ \ \ �\ _ - _ o o rn -----' / / o FFE=351.8-- \ 4 o d E" � \\ o� \ \ \ \ \\\ \ � �\ \\� \\ � TIC 6.1 TC47�2 / / / / kFE=370.5 \ � \\ New Retaining Wall A W / / / / \ \ \ ,2-STORY _ \ 3,874 SF/FL z q q iC� / \ \ \ (7,748 SF) - - TE7 0 _ o 4 .0uj T / / w w C/P48 8 • \ OFF-372.50 \ \•'... _ - _ 6.8 0 " F4 \ < <1\ � sCC \\\ \\ \ \ \ \\ \ ---35 \ C 5.65 - - - , i�1W � C51. 0\ \ �\ � \\� 5 a .' �' • \ �j \ \ - - � a Z 1-149 \ •' O 2-STORY \ Z 2 / i' �/' /' 49. ' P 9.9 . /". %_f----------3�2"F/FL\\ \ \ \ \\\ Z 1„WM / / \ \ \ • (7,450 SF) \ \ \ �. l •'i. `__ '�TC54. 5 - __- fE�356.0 \ \ \ L --__ _ do \\\ \ \ \ •' •'''' \ \ 1 -\/--- - �/ //' / s �� \\\ _ 1 W UFE=3.0 \\ \\\ \ \ \37 \ a aC\O � \ � TW�8.0 � -37°BW70.0 TW766.0/ - Z ¢ _ - - - - - \ , ..-x-- Via. \ \ \ \ \ \ \ BW7#•U �� O '� CQ Qa \ \ \ yl LNG �� W awmz - - / .: ' - P�4 _ _ W_ - RD' • • / \ \ \ \ \ \ _ X� X - weGuardraaiing Wall H w w \ Vet �sy\ \ i H PE \ .. \ \ _ Y� A �O \ \ G p Q �� \ \ yl �- / .. a P5455 � � -- ,S R o � � \ _ y� / � � �wFw - Max Hei ht=6' / * F � 1"WM Q- �_ �grivat ��"' \ \ \ --- 9 / ���5i0� �TW61.0\ ifs W�l� 2-STORY s 61.0 \ ' < 2 \ \\ \\ \ 0� ' - - 1 4Q� __---- --__-1,408-SF/FL 30 W61.5\ ° \ _ - (21816S'- �TW60.0 \ BW56.0 \ \ \ Z FFE = 360.00 B�/59-0_ \ \ \ \ W 2-STORY - - - - _ © - _ FFE �340.0\ \ \ \ \� \ ew Retaining Wall I TJew Retaining Wall L 7,451 SF/FL TWA - _ 0 \ TW58:0 w/Handrail w/Guardrail - - - - - (14,902 SF) BW40.0 - _ _ _ GE \ 1�W ax Height=10' eenCh R qC \O _ _ - - - - - Max Height=7 LFE=326.50 - - - - - - _ _ TW47.O- RR for Sq 1 BW40.0- Spike k J FFE=349.35 UFE=359.35 - TW40.0 3242 10� U - --- --- - --_ - BW34.0 - yl TW40.0 TW40.0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /'/ BW34.0 // / New Retaining Wall J - ULD� w/Handrail SORE '---- --- • Max Height=7' S CREED - ----- uULD `\ 81 o�1'RIhATE \ F -L---------- - "'v. 3 .70, 30"CIaY(RWSA)\\ \\ \ \ \ \ \ 'Z 4-� New Retaining all w/Handrail _ - 322 - Max Height=8' _ - - 322 MC/-1, $ \ �0�dp� _ �� 63 i C MAN STORM . J \ \ �'' \ \ \ • E , ` SWM \ \ -1 AGEME� /\\ /�- / \\ / I ,,� / � /'/' \\ ��\ �• ',,� Cream B __ 312314 318 712 CID i -- _ - ,' ��E ado / �FEMAFIOpdIP� � ?qRO / z \ \ 0I I \ \ \ \ \ J rR/c \\\ \\ o o o /7 -------------- z Z �L' / 1-4 z <1 LEGEND - - \\ C3 / ' Z C7 / DB DEED BOOK \ \ \ \ \ \ ' /' // / / / ' PG PAGE FH FIRE HYDRANT \ \ \ \ / / / / / / / / / /' / /' Z Q GRADING PLAN NOTES: WV WATERVALVE WM WATER METER REFER SHEET _ OFFE FINISHED FLOOR ELEVATION a a 2. AIIOROOFDRA DRAINS SHALL DAYEA SEMENT SURFACE AND FLOW UFE UPPER FINISHED FLOOR ELEVATION °°� BSL BUILDING SETBACK LINE TO STORM INLETS. \ \ PSL PARKING SETBACK LINE N / E. a F PP POWER POLE 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE \ \ \ / SCREENED FROM PUBLIC VIEW. rn PRESERVED SLOPES PER r/ 0 - E SCC STORMWATER CONVEYANCE CHANNEL \ � / / / 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES r' / w WP WALL PACK MANAGED SLOPES PER GIS °7 O \ ' / / / 0. v v v x LESS THAN 2%. ___ ULD--- ULTIMATE LIMITS OF DISTURBANCE � 0 00 � - )\ / CL rn 5. FEBRUA FEMA F017. FINISHED ELEVATION IS VA4.0' PER FIS PROFILE DATED pp____ TREE PROTECTION FENCING \_% \\ /,�/// // SHEET NO. / FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25'---FHOD--- FLOOD HAZARD OVERLAY DISTRICT + + EXISTING TREES TO BE REMOVED ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY FH FIRE HYDRANT / C-203 APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. WM WATER METER ®VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 20' 0 20' 40' 60' /_ \ \'/\/ \\ , /// \\\ / / GV GATE VALVE / \\ \ \ \ / / \\ / / SCALE: 1"=20' / t // / ) \ / ✓ / / / / / / SHEET 7 of 25 �'•>fi III I I \\ � I I _ ----- __ -- --- ---- ----- \ $ °• llj = j II (I\) I I I \ \ a � I / \\ _ _ - = - _ - � �- ��N a� �-- G� 90 — /-- cn 21 as o :nil / \\ I I \ \ 9°-�-9° BroadwyRd-1-4 o 0 _ /� _ _ _ �-- — _ — —"-— a — _ �p5 �-9° 9° \I l End of ACSA ublic\sewer o o ��� - I \\ \\ ^.It' \ / / o \ \ \ /' /9° I -- \ \ \\ 20' 0 20' 40' 60' °/�� , I \ \ ------------ \ \ \ SCALE: 1"=20' EX \'— — _ LEGEND as — / T� 1 ' DB DEED BOOK IIfI \\\ M^� // °� O��uT FPG PAGE H FIRE HYDRANT / I Y s // ^ \ WV WATER VALVE WM WATER METER FFE FINISHED FLOOR ELEVATION _ UFE UPPER FINISHED FLOOR ELEVATION 9p5S �y / / / _�-/ -��� - \\ \ \ \ n \ , III / BSL BUILDING SETBACK LINE °° \ I \ \ J \ \ II = / PSL PARKING SETBACK LINE ° ° ,as/_ PP POWER POLE s —� / / / ' / // _ _ _ _— \ \ \ SCC STORMWATER CONVEYANCE CHANNEL 1. a.lj \ e i� �I_--�II I I\ �9 \ —8 // / --- ULD--- ULTIMATE LIMITS OF DISTURBANCE 370 --- TP---- TREE PROTECTION FENCING FHOD FIRE HYDRANT HAZARD OVERLAY DISTRICT m I \ — 7 / / / / / / /� / / — — \ \ \ \ I I III �I WM WATER METER li I S REST � 1 \� ,�' — A°s \ I GV GATE VALVE R A 1 A E) / / / ew Reta- Wall E °s I , — gam— Q ° g �� / g � 9p9 \ PRESERVED SLOPES PER GIS Yi 1 B ��1 �i �w/Handrail / / 9° - °5 \ — — _ MANAGED SLOPES PER GIS Max Hejht=22' / / \ _ O I G-E> H-3 i / — M\ EXISTING TREES TO BE REMOVED Q ",• / / / /� / / / �� / < / / I / / / I I I�� ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 376 A�. UTILITY NOTES: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE / s / / / / / / I / 1 I I \I — ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, FX. W� / / / / /j / /j // / / / / / / \ / / CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE / I �--------- Ill I \ 1 i RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE ✓ / / a/ / / / / / / / / / / / \� — — — — — — — — — -- - - CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL New etaining / / BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA /Guardrail 15 / - i I ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE 1 I I Max Height=5' i MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE I I \ 0 1 I lI i I DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR 9° I 1 I Ii I INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA 3 _ dg 2-STORY 1 i STAFF, FOR A SMOOTH TRANSITION FLOW. 3,000 SF/FL ---, /+OG i 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE 1 m 1 1 I I I I \ I I 6,000 SF _ _ — — _ — _— I TO THE SATISFACTION OF RWSA. I FFE=394.0 EX 23 I I i I 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END v 1� I I ( ( I I ( / / lI i I VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE CY a I I I I I I I FLOWS. \\ II \ \\ I I II I I q I I I I I \S� I �^� / > > 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN 1 I I I I 13 I I I I I I v\ \\ 4024 Existing Industrial Building 1 I i I THE FIELD AND AT RWSA'S SOLE DISCRETION. a \ \ ( I I II I I o \ \ I � \ S 1 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL Q \� \ I I 1 I I I I I 14STORY I I I I I d I �I \\ I I \ k —= t-- Existing I I TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR �i z \ \� I I I 1 1 1 I I 5,>00 SFI I I I I \ Asphalt I I SHALL COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN I I I Ic� FFE-393.50 I I I I � I ADVANCE OF THE WORK. WM Parkin Im ° I I 1 I I I I I I I I C \ 5° BEND 22 . BEND \� \ �\ \\ \ �'° Ir, 45' BEND 8" DI Water \ I New Retaining Wall F II / m \ \ \ I I ( \ 1 WM \ \ \ \ I — w/Handrail Max Height=7' II >( \ FH ( \ \ \ \ \ \ R 1 I I 1 I 1 I II I {:. 1 oQ , 1 \ \ \ \ AL EX CONC \ \ \ I ----------- 4---------------- TW=403.1 \ \ \ \ \ <>I,4 vv� \ I I I I I \ O 'PVC \ 1 \\ \\ \\ 12 \ 4021\ ( 1 I I I I a \ \ \ \ 2-STORh` ` _ \ \ / EX 22 \ I 1 I I I \ \ \ \ 11,232 SF/FL \ \ \ \ 22,460 SF \ \ 1 ( I I I I I \ \ \ \ GFE=388.00 FFE=398.00 Ld � 2Lq C(7 o0y o2bOzJ °' o z C\2o 0 x on -t4 F .~on r o z E- �w O ca z w w z U Fa c W x Ll U Z f1+C\2o '. Cj O U 9 W C\200 P� Q ;amz Ix U>;Q l J W F W � �Fz Zl Z a a, x az W I I I I I ew ♦4etaining Wall C 1 14 \ \ \ \ \ \ \ \ Q z \ I w/Handrail I 1 \ \ \ I \ \ \ \ \ >O �q flo_ \ — — — — _ _ 0o � w \ \ \\ \\/\ , Existing Indu o ( I I Max Height=15' \ \ \ / ? — — — — — — _ — — Y \ --- 02---- — J \ building 6 \ 1 \ I 1 I I\ \\ \ \� \ ---/ \ z \ Q o I I I I I I \ \ \\ \\ I\\ 3gg = I \ \" . \' U \ \ �4� I I I I \ I I I II II I II \\ I \ \ \\\ \\\ \ \ \ / `--------- --39 �1� \ \ � —480 — w\ \ z II II 13 15rIHDPEI I \\\\ I \\ �,.. \\ \ \ — --- —\\� \.---------- — ------ — \ \\\ Q o I I \ - \ X6 TEE 0 _ z 39 -- - - -- -- -- -- — — —CD 7. a::>pa %J�_—._..p ° ' �� a a• p 'a, .`'`• \pa —`�-- // \\ rr G \ it/ /�—\\ —_ 6 / \ ew Retaining Wall G 'w/Handrail & 1.5' Gutter 469- MaX Helaht=7 3 I I \ a I I \ 1�STORY 3 STORYa E- Q' ,SIF 13,975 SF/FL G1=374'00CD — _ 7� o I m \ z I \ \ \ — — FFE�385.0� _ \ \\ I I \ \ —, / 41,925 S� =i / — — — — — W � \ - _ _ mI (c \� I \ `\ \\ \\ \\ \ 00 \ I I \ I --/ / /381.00 \ 32 z \ — — — \ \ / — — / New Retaining Wall N' \ \ 9 9 _ _ — I \ \ \ \ \ \ \ 3g0 \ / / LFE=371.00 \ .w/Guardrail \ / — 8" — —� Z ~ -- 7 Max Height=7.5' — \ \\ / —" O� a \�------—-- W � �L — — — / / / / _ — \ \ \ \ \ / 1r,W kl f Steel Gate _ _ _ n I I o \ \ \ \ \ / \ / / \ °ems \ /--- —� --� � �- o New Retaining Wall M Max \ $ — —W — — / — — — — E-� ax Height=2.5' \ — — — —� \2�ORY - 378 l —� — — — — — �,' \ Jj? \ 00 �\ �\ E a 2-STORY \ F` -380 W E 2,125 SF/FL \ o N D HDPE / / / BELLE \ \ — — \ \ \ \ 4250 SF \ \ h� 22.5° B w — F- �n'4.00\ X HDP t� lyat@ \V�+ \ \ \ a ' a - 8b0, \ \ 1O 2-STORY w of \ \ \ \ \ \ \ \ \ .... \ % i / \ _ \ \ — — — \ \ \ \ 2,640 SF/FL SHEET NO. I \ / Weir Wolls :. \ \ — \ ° a. \ � New etaining Wa I \ \ \ % / / % (Refer To Details) / ._. \ (5,=3 SF) w Handrail \ \ \ \ % % /' / _ — `a \ — \ \ \ — FFE=377.20 2 04 \ \ �x Hei ht=11' \ \ — \ \ % / / / / / / .\ — \ \ ° ,, �0 — UFE=387.20 45 BEN1D— REFER TO SHEET C- 205 SHEET 8 of 25 REFER TO SHEET C-204 J v CV 7777- o `\ `, -- `\ \ `\ \ `\ `\ ` `\ \ \ I `\ -378 - - -� - - - _ _ _ - 17 — — \ \ i, \ \ \ 1.750 SF/FL \ �X _ _ _ , - - - - - - _ a - - _ ¢ o �-1 \ 2 00 SF) \ - - k \ / Z _z 2-STORY\\ 2,125 SF— \ 15" HDPE / / / BFL \ \ \ - - - \ \ \ 4250 SF \ \ \ �� \ \ 1 \ / l MO \ \ 22.5° B NO E \ \ \ \ \ \ \ \ HDP \ a t \ - \ \ C\2 -- 1 V 88. O 1 O 2-STORY o 0 Weir Walls \ \ \ \ _ - - _ - \ \ 5,280 SF x \ \ \ \ \ \ \ 2,640 SF/FL x \ \ \ \ \ New etaining Wa I \ \ \ \ (Refer To Details) / ._. , _ \ \ \ \ * w Handrail \ _ / i �" '. \ _ - _ \ \ \ _ FFE=377.20 ¢ F \ \ \ \ \ / / / / / ...\: _ _ \ \ \ ? . �:,,. - _ _ _ UFE=387.20 \ \ \ \ STORY \ / / / // / / D37 \ �� - \ 8 \ - _ — _ 45 1�EN� o E- ¢ a \ \ \ \ o \ \ \ \ \ \ \ 4.516 \ �_ �G ,. . . 2-STOP ` \ \ - p a A c 4,M SF/FL UFE=368 0� / / (8,140 SF) - - \ \ \ \ \ _ - _ 7+00 1 W \ Q G _3jp\ ------ / FFE=351.0 / / ,UFE=370.5 \ \ \ New Retaining Wall A / / / / \ \ \ 2-STORY- \ 3,87� SF /�L \FFE7354.50 ---- - \\ ,' _ - -- --- -- - UFE=372.5\ - - ---�- Z \ �I cc \\\ \ \ \ \ 35 \ \ �66 -1„ - --- 1„W- � ' \\ D�E� o 2-STORY \ Z o U \ / _ - - - - - - 3725 57FL\ _ (7,450 SF) IFE,356.0 UFE=375.0 \ -- ---- �j>xa -- - \\ \\ \ \ \ \ \ / C4W �w * -oz Lg ZC4 1:2Px \+o- 4 Q E - \ \_ 45 BEND '� ` _ _ 6 8, GV \ \ _ yl�X - / New Retaining Wall H W w/Guardrail �T \ L- - � ' R �A\\� \ \\ /\ \ 6„ V T --- Max Height=6' / CJ 2-STORY\\ \ \ ---_- FX \ _ - --- _ FFE=360.00 P \\ \ \ \ _ Cn °np- \\ --__ - \ _ \ ---- - 2-STORY----- -� _ \ \ \ \ \ 6 o _ _ —BE �3E}0.00 \ \, \ \ \ ew Retaining Wall I W ne°t 8'l °hp _ \ \ - - _ / -New Retaining Wall L 7,451 SF/FL _ _ \ \ w/Handrail °ter M to x/ HgTF \� \ _ - - - - - w/Guardrail - - - - - - - - - -(14;902-SF� - - _ - - \ Erg GE \ \ ax Height=10' (see °in. R - on thiUy N k\,� ,, gCsq \ ,, - - _ Max Height=7' LFE=326.50- - s sh of s I - --------- ---- --- FFE=349.35 eet) e UFE=35.3�----- 0 hp CQ Y� New Retaining Wall J \ \ \ \ \ \ �zp \ \ \ \ \ \ \ \ \ / / / / L w/Handrail _ Max Height=7' Elf `\ FE C/ q 9e — --_ %'RIIrAT LANE —i---------------------------- It p CN /nVP,3-70, - _ _ _ � 30" cloy (RWSA) 31 80, I —� \ � + /00 80 4-1 New Retaining all w/Handrail - - --\ /Q I F� \ _ _ _ / 3� _ Max Height=8' _ _ - - 32 - MC/ $ \ 0dp q ' \ — — — / 3 �°3 \ 1 l l r) /n 22 6 - '37 \ \ ISTORM WATER,- \ MANAGEMENTYSIN 312_- / 314 \ �► ��� // \ / / \ I / I I 316 �/ /// / \\ \\ \ // d 318 / >\ / \ \ \ / \ \ \— -- / - 60 -,OWN F£M - - - - �- \ `� l\lq� \ \/ /-- A w \ F/aodP/ain I \ \ \ R/CT z UTILITY NOTES: / / I \ \ \ / \ I/ 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. r� 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 Z ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, W CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE a Z RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. Q 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN Z a ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. W p 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE W LEEBND DDEED BOOK / I \ \ \ \ \ \ \ \ / CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL a Q 9• / / PG PAGE \ / / BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA O / FH FIRE HYDRANT_ \ \ \ \ / ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE Z o — \ \ \ \ / / r- E — — \\ \ \ \ \ / / / MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE Wv WATER VALVE Z N DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR WATERMETER- - a � �, J / FFE FINISHEDFLOOR ELEVATION - - \ \ \ \ \ \ \ / 1� INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA w x UFE UPPER FINISHED FLOOR ELEVATION - - \ \ \ \ / / STAFF, FOR A SMOOTH TRANSITION FLOW. E a c' m / BSL BUILDING SETBACK LINE \ \ \\ \ / 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE F °� o PSL PARKING SETBACK LINE \ \ \ \ \ \ \ / / / /' TO THE SATISFACTION OF RWSA. E- i° PP POWER POLE \ \ \ / / / / / 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END F SCC STORMWATER CONVEYANCE CHANNEL PRESERVED SLOPES PER GIS \ \ \ \ \ / / / / / VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE o w / WP WALL PACK \ \ FLOWS. x / --- ULD--- ULTIMATE °°IMATE LIMITS OF DISTURBANCE ° MANAGED SLOPES PER GIS \\ \ \ \ i A ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN o � 20' /0 20' 40' 60' --- TP---- TREE PROTECTION FENCING EXISTING TREES TO BE REMOVED \ \ \ - ' / THE FIELD AND AT RWSA'S SOLE DISCRETION. SHEET NO. -- FHOD--- FLOOD HAZARD OVERLAY DISTRICT + + \ - - \ \ ' / 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL FH FIRE HYDRANT \ \ \ / / TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR C�205 SCALI: 1"=20' WM WATER METER VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT SHALL COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN GV GATE VALVE \ \ \ ` _ ` _ \ � \ / � j / � ADVANCE OF THE WORK. SHEET 9 of 25 — -------------- LANDSCAPE PLAN LEGEND: ���NI A �' I � w N 9° - BroadwyRd-1-4 �„ o —---�- ACER SACCHARUM AS - 9° - I End of ACSA public\sewer x Q M lo, \ \ \ QP - QUERCUS PALUSTRIS 600 LT - LIRIODENDRON TULIPIFERA EX \ \ ® IC - ILEX CORNUTA �1 U � II \c�--- �/�cur T\ — y__ /_--\\ o � x aT / \ LANDSCAPE NOTES: � a (ml i � ' L\ \ / \ p 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE w Q U z, to ra I _ _ \ w w < \ / MUST BE SCREENED FROM PUBLIC VIEW. o < z x /\ �9°' \ \ \ \ __� / — ' —— —� �' 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS x U \I a \ \ —�--- PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE Q w � _ \ GROUND COVER NOT GRASS).A U — I I \ I 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. i I _ _ _ — — — — — _ 9• \ \ �D 3 — // / / / �� �� �'� �— — — \ I I I \ 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING \ / — THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. /�/ h/j/ / / �/ 0 \\ \\ I I \ 6 BYLTHENCURRENNT OWNDER OREAING SHALL BE PROPERTY OWNERSTAINED IN A SSOCIATIONHEANDHREPACED CONDITION Z i //i IIWHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE d o Tg9°PLAN APPROVED LANDSCAPE PLAN. O �% s 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15'CQ W A 1 _ °9� / / / r /�°s II\ -pAD ATE) \ ewetaining Wald �� e \ II Ir� SPACING AND 30'-40' HEIGHT. a Bg (� Iv �i /w Handrail / ... \ II / I \ �F o _ ,,-''� 1 ` � ,, �✓� • / / / / _ _ _ \ I i / 8. SLOPES GREATER THAN 3: 1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) � Max Height=22' / / \ O I G-EjC MH-3 \ AND WILD HYDRANGEA h dran ea arborescens PLANTED 6' ON CENTER. rn ¢ 376 Slope greater than 3:1 See Landscape Note 8 �. / / I / / / — — — — — '-—� //a \ Key Quantity Botanical name Common Name Planting Height Size / Cal. Canopy Total Canopy SHADE TREES AS 2 Ace rsaccharum Sugar Maple 11' 13/4" 195 390 QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 LT 6 Liriodendrontulipifera Tulip Poplar 12' 13/4" 387 2,322 Shrubs IL 20 Ilex Cornuta Chinese Holly 18" ht. min 30 600 a UC] �� U) LJ WE-'W� �~z C7w�0 H� 4-1 // I \ — — —— — ill % Canopy Grand Total 4,052 I------- III I \ Z j/j/ j j j/ � j / j/ � �\ \ �/ a 38 II \ i i � I� LANDSCAPE CALCULATIONS W / „ / / / / / / / / / / / / / / / / �/ I \ i �I I I INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF New etaining Wall / 14 — i I TREE CANOPY PROVIDED: /Guardrail 15 I i I I EXISTING TREE CANOPY "A" = 10,083 SF Max Height=5' 9s I I EXISTING TREE CANOPY "B" = 232,239 SF TOTAL EXISTING TREE CANOPY = 242,322 SF I\ IL # I II I \ I I I \ ( 1 L384 3,000TSPROPOSED OF/FL - _ /400 * i ii I CA = 3 CANOPY EXISTING BONUS: 452 SF 322 SF X 1.25 = 302,902 SF I I I I I I I I ( \ I I I 6,000 SF — — — I I TOTAL TREE CANOPY = 306,354 SF > 61,245 SF OK FFE=394.0EX-0 ------ I i I I I I I I I I I I I / EX 2 / I III li I SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY 'B'. • I ' 6 �\ 4a2.45 II �PARKING LOT TREE REQUIREMENTS Existing Industrial Building 1 TREE PER 10 SPACES X Existing 14STOR� '� Asphalt I I 95 SPACES PROVIDED §1 /O = 9.5 FFE393.5p WM Parking TREES PROVIDED = 0 O � I I I I I \ / III I I LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: L----k -, PROPOSED PARKING AREA: 61,255 SF Ir — — I i 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF PLANTING AREA PROVIDED: I New Retaining Wall F I I � I I 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK \ \ I \ \ \I I \ 1 WM \ \\ \ \ I 404 \ w/Handrail I \ \ \ I I \ \ \ \ \ \ Max Height=7' II I 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 STREET TREES WHERE POSSIBLE. oQ \ \ — U I PEX CONC lanting Area H \ \ \ \ \ \ RETAINING WALL I I I I I \ 747 SF 1 \ \ \ \ \ \ I TW=403.1 \ ( I I I I I I I \ \ \ \ \ \ \ \ \ IL \ \ \ \ \ \\ 400 LEGEND I DB DEED BOOK I \ \ \ 2-STORY ` — 1 \ / EX 22 I PG PAGE I I II I I I \ \ \ 11,232 SF/FL \ \ \FH FIRE HYDRANT I I I I I \ \ \ \ 22,460 SF \ \ \ I WV WATER VALVE I I I I \ \ \ \ \ \ GFE=388.00 \ WM WATER METER I ( I I �'a I \ \ \ \ \ \ ` \ \ FFE=398.00 \ \ \ I / \ \ UFE UPPER FINISHED FLOOR ELFFE FINISHED FLOOR EVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE r I I I I I I l II I O \ I \ \ I \ \ \ \ \ \ \ — / / \ \ \ \ \ w \ PP POWER POLE I I ew Ketaining Wall C \ \ Planting \ \ \\ \ • o Q z \ SCC STORMWATER CONVEYANCE CHANNEL I w/Handrail I \ Area G \ \ \ \ �' �40p_ — — — oo w WP WALL PACK I \ \ „ 200 SIF \ \ / \ , — — — — ULD--- ULTIMATE LIMITS OF DISTURBANCE I Max Height=l5' � \ \ / a — — — — — — — — — \ I Plant n g \ \ \ \ \� \ / / \ \� — — fez' — — — — _ _ \ --- TP ---- TREE PROTECTION FENCING \ 1 \ I I I Area I \\ \ \ \ \ \ — — — / \ \ >: \ --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT I I \ \ \ \ I I FH FIRE WATER METER 39 Gv GATE VALVE \ \— — — — — — — — 4g0 — \ d \ I I I II I I I ULID I I II II 15", )PE 0 I I I I I I I II tl a I 15 1 \ \ _ — \\\ 3g0 — N o------- [can I I I I I II I I \ \ \ \\U .`�..0 ./.• �\.'a'..•,: .. •.. ,�. `a .sy'—a e1y--'—..•.' —/�, •..S'.a a39 �—:•' ^�°.a a•=f ar> s � T.��.,a •. —--�`__— // \ \ \ \ ---- � �'a w ,7 U °� o 1 \ \ \\ \\ \ I II \ \ \ o \ \\ \\ \ \\\ \ \ \ \II \\ 384 Area F �465 SF — ew Retaining \Wall allG —_ �/H a1Gutter \ - co o0 \Max Heitt=T_ -- / ----- // I \ \ 6,1T0�SF ' \ \ — — / 3-ST0RY� � �;+� Sloe renter tha 3:1 \ \ \ .\ I / r j �3,975 SF/FL a / \goo \ \ P 9 \ — -G1=374Z90 \ � \ � \ � / � � ,\ _ � / See Landscape Note \ \ / 41,925 S� / / FFE\ 385.00\ a,0 L/ WallGFE=.0New Retaining \ \\ 9 FE=7./ / ,w/Guardrail h / �" x Max Hei9ht=7.5 \ \ \ / / / / / _ — — \ \ / 1°W teel Gate — / / \ \� \ _-- ��—__ Z \I \ \ \ / / / / _ / New Retaining Wall M Max Height=2.5' Ak- 17 �150SF/FL 378 0SF)\— Z p 2-STORY \ \ <^ 380 Z U) 2,125 SF FL �. '. o O 15" HDPE / / 16 / / / BEl l M \ \ \ \ \ (4,250 SF) \ \ \ \ .. \ �D Z ~ Z �FFL=374.00 \ d \ \ � \ \ \ �— .. • . '• / ,., HDPE //�� \at@ \ � a �\. ' � � \ 2 a � 2-STORY w x \ \ \ \ \ \ \ .. \ ;:. . • — — / / i / \ \ \ \ — _ \ \ 0 640 SF/FL w Weir Walls \ \ — ` .' \ \ (5,280 SF) E- F \ \ \ \ New etaining Wall W a (\i \ FFE=377.20 Er E- ( \ \ \ \ \ ,w/Handrail \ \ \ / / / / / / _ _ _ _ _ E- ea DUFE=387.20 ,—, F, \ \ ax Height=ll' \ � � \ � \ \ \ / \ \ 2,STORY \ / U \ \ \\ o \\\\ \ \\ \\ 4,516\SF�FL \/ / G ./ o \ \ / 2-STOP \ \ _ — >'` a rxn \ \ \ \ \ \ \ \(9,032 SF) _ / / / / / \ \ \ _ \ P SHEET NO. \ \ \ \ \ \ \ \ \ FF'E.-W.0 / 4 0 TO SF/FL�' . \ \ \\ UFE=36", / (8,140 SF) \3j� Planting I I i/ / r Planting FFE=351.0- — — — — — \ \ \ . \ �l /w �� n — — 20' 0 20' a 40' 60' C-206 REFER TO SHEET C- 2 0 7 SCALE: 1"=20' SHEET 10 of 25 REFER TO SHEET C— 206 C 2,125 SF/FL > 50 \(4 250 SF)= \FE8.00� \ 2-STORYau DPE vt e \ . \ 1 OWeir Walls \ \ \ — `\ \0 2r640 SF/FL I'ii!r—\_(5,280 SF) New etaining Wal \ \ / i + ° \ •— \\ \ _ — --- _ z p \ \ \ \ \ \ \ \ i (Refer To Details) / .—'.� \ _ \ _ lantin _(D3 U\ < \ \ \w/Handrail _ _ \ \ \ i /� . \ _ \ p 9 - _ FFE=377.20 \ \ \ \ \\ ax Height=ll' \ \ — _ \ \ STORY \ i / / // / / / / / ,�� — _ _ \ \ �,r,, 1 ea D _ — UFE=387.20 o / / / �� \ \ \ 0... f \ \ \ o \ \ \ \ \ \ 4' / 2-STOP \ \ .. �_ _ _ Q�G > • o o 516 \(9,032 SF)- \ _ — — / 5 / / / / / \ \ \ _ x FEE=348.0 / , / 4;OT0 SF/FL \ .... \ — _ _a A �' mom. V) Ix \ \ \ \ \ \ \ \ D\ \ \ \UFE=368:0\ a / / / / (8,140 SF) \ \ \ \ _ _ _ _ _ \ 00 � � F Planting — / / Planting FFE=351.8 — — — — — \04_ _ _ 1 "W \ > \ \ \ \ \ \ \ \ \ \ 0\ Area A / Area B _ \ _ _ — _ F a m w c I \ \ \ \ / / ,UFE=370.5 _ _ — — — — \ New Retaining Wall A ` —350 SF / / 525 SF / \ \ \ 2-STORY — _ _ — — _ — — — — z 6 Max Height=2' _ a — — / / / / — — — — — — \ 3,874 SF/FL _ a \ _ _ w G F7,748 SF cz7 z FE=354.50 — ili; UFE=372.50 Ill flo \ \ \ � \ .. I' -L .. � — ''A ,✓ tsa— \ _ -- � Sloe renter than 3:1 P 9 \ — — I \See Landscape Note 8 --- _ \\ \ e • /° \ 5 I ; 2-STORY 3725-SFJFL\ n \ G a ` _ p C! \ \ \ (7,450 SF) \ \ \ \ � / � o CQ — — UFE=375.0, \ 370 — — — — — — /•� * w rn " — — — — — — — —C�2.4 C) < \ I lanti g / \ \ \ 70 — / O ~ > w >....�.. — � _ � Area ----_— \ \ — -< \\\ \ \ \ \I a'Wa m� Fk \ \<T -- \ \ \ / rk Wiz op II F wVO \ s \ \ �_— o \ — _ — \ ' —'/ I LJ�a'"�¢ i \ aft— — �S'\ \ — — i H p \ �__ .. \ yl 4 i m d = S \ \ — G E — _ — o \ .. OR 8 .'. y '� \ \ \ _fix _ , New Retaining Wall H if� o: F .. w R �A \ \ E \ Yl Max Hei ht=6' C7 o 0 \ _ Slope greater than 3:1 — — w/Guardrail \ _ � � � � > 1 "WM Q— M \ — g See Landscape Note 8 \ \ 2-STORYAll 2 \ \\ \ _ 0` — /-- — — o _—_-- �,� Planting ° a 'Area E 26� \o \ \\ \\_ _ _—�------------- 157 SF — —FFEFFE = 360.00 / \ \ \\ \ �- — W / (i a \ \ \ \ — — 2-STORY — — — _ — O — y Y \ \ \ \ \\ 0 �— — — \ — — _ 6 \ \ ew Retaining Wall l — New Retaining Wall L 7,451 SF/FL — _ _ — _ \ \ \ \ w/Hondrail w/Guardrail — — — — — — — — — -(1490� — _ — — _ — \ F� GE \ \ ax Height=l0' Max Height=7' LFE=326.50— RR hmor LL ------ — FFE=349.35 Ellk l Q \ — —------------11EE=359.3�_—___— 0. \� \ --- — — — — --- C.0 Y� New Retaining Wall J \\ \\ \ \zp 0 -- ULD® _ _ �� w/Handrail Max Height=7' S x ---- — -----_ULD ULD \ --- C �\ \\ FENCeq/N/Nk \k\ l AT _------------------ Gi / o ry�p�321,/�4 ----- 30"Clay (RWSA� 80 \� — �� New Retaining oll w/Handroil j F / 322 _ Max Height=8' _ — _ — 32� — — MCl M \ �0�dp/ STORM WATER� / / \ \ i / \ \ • MANAGEMENTYASIN SWM-1 312 k k-- k k /— —`` kk k kk k \\\ \ \ \ \\ // \--- �— --- A, Q o k \k \ \ k k k X ___ — _ _ _ \� _ k// k k k k j�k j0p`— k — — �/� V�/� 0 /,/' k k \\\\\// LANDSCAPE PLAN LEGEND: k k / k k k k k k k k k �'XMq \ \ )/ l ��/a�� \ / \ / / o T \ / F AS - ACER SACCHARUM %LANDSCAPE CALCULATIONS RICT _ k \ \ k k k k / INDUSTRIAL SITE AREA = 14.06 Ac 612,454 SF k \ \ k k \ l k % Q QP - QUERCUS PALUSTRIS TREE CANOPY REQUIRED: 612,454 *(0.10 61,245 SF k \ \ k k k h— p LT - LIRIODENDRON TULIPIFERA TREE CANOPY PROVIDED: k — — k\ k k k I k / k / EXISTING TREE CANOPY "A" = 221,120 SF h ® IC - ILEX CORNUTA EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF \ k \k / I /k PROPOSED CANOPY = 3,452 SF k k I I I \ \ \k k k k / I k k j/ /_/ // k o a TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK k I 1 \ \ k\ \\ \I k k / �/ k / k / �/ A_ z LANDSCAPE NOTES: 'SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY W. i � � \ � k k / � k 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS 5 k \\ / \ \� k \\ k k k/ // / / �1� \ k A- k/ k O TREES. PARKING LOT TREE REQUIREMENTS k k k k / / 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE MUST BE SCREENED FROM PUBLIC VIEW. Al TREE PER 10 SPACES k k 3 \ \ k \ \ \ k Al k k k k / / / // k JV / / // k k 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS 95 SPACES PROVIDED k PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE TREES REQUIRED = 95 10 = 9.5 k k k \ \ k / / / / -V / k \ \k \k \ \ \ k k k / / / k / /k / / / 'Y / k/ 4 AROUAREAS THAND COVER TNARE OT GPROTECTED WITH TREE PROTECTION TO BE PRESERVED. TREES PROVIDED = 10 OK k k \ \ \ \ \ k k /� k / k k / // / k 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: x k k k \ \\ \ \\ \ / k / / k k/ / / / �` // Q — a THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. k k k \ \ k \ \ k k / k ! / Z 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION A k -V k k k k \ \k k k k A_ / / k/�/ kkk k BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED PROPOSED PARKING AREA: 61,255 SIF * k k Al k k k k k \ Al \ \ \ \ \ k k / / / k k / /'k / / / /k/ k // Z U1 Gl WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN' 5% PLANTING AREA REQUIRED: 61,255 0.5 = 3063 SF k k k Al k k k kk / W� APPROVED LANDSCAPE PLAN. PLANTING AREA PROVIDED: k k k k k k k k k k k k k k k \ k k �\ \ \ k k / k/ k// / k / // ,W Q i%) 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' 350+525+262+154+157+465+200+747+557=3,417 SF > 3,063 SF OK k k k k k k k k k k \ \ \ \ k k / k /��! O Z Q SPACING AND 30'-40' HEIGHT. -V k k k k k k k k k k k k k k k k k\ \ \k \ k / /k i /k k // Z O 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS anicum ri idulum STREET TREES: k k k k k k k k k k k k k \k k k k \ \ \ \ / / / / k/ k / Z (P 9 ) k k k k k k k k k k AND WILD HYDRANGEA(hydrangea arborescens PLANTED 6' ON CENTER. TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO k k k k k k k k k \ k k / ) PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW 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 / LEGS �` � k / / k DB DEED BOOK E- Key Quantity Botanical name Common Name Planting Height Size / Cal. Canopy Total Canopy SHADE TREES AS 2 Acersaccharum Sugar Maple 11' 13/4" 195 390 QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 LT 6 Liriodendrontulipifera Tulip Poplar 12' 13/4" 387 2,322 SHRUBS IC 20 Ilex Cortuna Chinese Holly 18" min. 20 400 Canopy Grand Total 3,852 STREET TREES WHERE POSSIBLE. k k k k k k k k k k k k k k k k \ k k k \ \k k k / /� / k PG PAGE E- -- F k \ k k / /k/ k FH FIRE HYDRANT W � - k k / k k x k X k Al 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 W V WATER VALVE U F k k k k k k k k k\ k k \ k k/ k WM WATER METER ti~ E- A- k k k k k k k�k k k k k k k \ % k X k k k k k k k k k k k k k \\ k k k k l k FFE FINISHED FLOOR ELEVATION w k k P SERV�DS PESPERUIs k k k k k k k 9 \ k k k _k \ k k /ll/X k k k k k k k s o k k k k k / k / UFE UPPER FINISHED FLOOR ELEVATION a �A k k k k k v k k k k L \ Fv MANAGED SLOPES PER GIS BSL BUILDING SETBACK LINE SHEET NO. + + EXISTING TREES TO BE REMOVED N PSL PARKING SETBACK LINE o PP POWER POLE C-207 fir` SCC STORMWATER CONVEYANCE CHANNEL ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT a 20' 0 20' 40' 60' WP WALL PACK p --- ULD--- ULTIMATE LIMITS OF DISTURBANCE m SCALE: I "=20' --- TP ---- TREE PROTECTION FENCING SHEET 11 f 2F --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT 0 LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATER VALVE WM WATER METER FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALLPACK --- ULD --- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD --- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS v v v MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 1 l l I 1 I I I I .II /' ;I III \\ I j \\ , \\ \ I \ - - ---------------------/- \ \ Illilllill I ' l//I�IIWIIOII�II�I�II�II�II�II� \ �-------------------� ---------- / I I III III •.�' \/ II \I/" P\ o `" 111 � __�_ _ ,�u• -, - �- - u rir ___ __----- ___ ___ ___ ___ ___ ___ ___ ___ ___ DA 34 J It 0 \\• .\, JO-nO\\----1.-.16 AC _ \- ----a \\ \ \\ 00// ACSA WA \ \ 320o '' -- - /' /' //' j////% \ / /r' �'" ,.'.i'��//' /' / j //' -'//' �- // 0.2 AC' / / '/ /'/ \ \ 1 ' I I V \ /� _ / / / / / ' ' i 376 GRADING PLAN NOTES: / /�\ 1. REFER TO SHEET C-400, C-401, C-402 FOR EASEMENT PLAT. /' / 0.38 Ac - / n / 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW >vr ✓/ TO STORM INLETS. 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE / / I / / / //' / /' ' /' /' / /'- / 3 1 DA I \` I' I / / / / / / / / / r / / _-� / SCREENED FROM PUBLIC VIEW. / o-. I / / ,/ / � 1 g 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES // 0.51 AC LESS THAN 3%. ALf \ ' I I I / �I I I *III'' /' /' \ I \ 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED 1 I i � " I , ■ I I I I I\� I Awl I!-/ I \I I I Q o 1 I I o DA BLD 1 4---------- I ABOFEBV EA THE 1002017. YR FLIOODPLDAINLOORELEVATION. LE ATION ELEVATION OWNERFOR OFF BUILDING 9 MAY .'�/ SPN I _ I I I I 1 1 I 1 11 I I I I / _ 1 ■ 0.0 7 AC APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. I I I Existing Industrial FFE-394.0 _oobuilding \ Ex 2 I3 6,00 SF IiI IIt I I / / I / / 4I p / / /'/ / '/il -■ II I \\ II 1 1 1I 1 II ,�srORI I I I I I I \ \ 3AI 0' 3030' 1 / / I 1 I I Existing Industrial Building 335D ��a � FEi Existing SCALE: 1"=30' Asphalt t itIII �I ❑ I \ Parkin I I D A 15 9 L. I // /i'/'/ i' :i ■ I \ I II 11 II I 1 I 1 II 11 1 I I 0.48 A \\� \ `\\ °°------- DA 25 + ) IIII ---- __ Ir---- I 9, 0 7 I / / I / / / / til I I I I I \ \ 1 , 1 I ' 1 ` \ \ \ \ - aon II 0.25 Ac , G�- � I / / / / / / :,I ■ I ; I I \ 1 I 1 1 I �L-I �y \ \ \\ F I � / / //// ; - I i I I \ I 1 1 1 1 I 1 I I `.I.• / o' \ � \_ \ \\\ � 11 �'� � �) � II ; I II I I I I I 1 DA/1�4 / I .-\ \ \\\ \� o -o ' \ /'i // / / / / / o - I I I I II I 1 I I I I I I I 0.1y5 AC \ \\ \ \ \ \ ��♦ oe o7 / \/,//f 1( / :I' ■ I I I\ 11 1 I I I I I I I / 1 \ 1 \ \ \\\ `\ colic RETAINING �4_______-----� - --- T -403.1 DA BLD-12 WALL it \\ \ 1 I 11 I I I I I 1 1 1 1 \ \ \\ \ / // , i I III / ■ I I III I 1 I I I I I I I I I I, p �y 1 I 12 \ \ \ <oz- IL = - - - 0.26 AC 2-STORY -_, \\ / ---_- 400 \ I II tt2u� SF SF/FL I I I I \ \ \\ \\ 0FE=388.00I; I I I I 1 1 '1 w \ \ \ \ \ \ \ FFE-398.00 \ \ 8 -, \ I I I/ l I I / �I ■ I; I I I I I I I I I I 1 1 I I \ I\ \ \\ \ \ \,r --_-' \ \ 1 � I \ "0 \\ / ' I I I / ■ "� I I \ 1 1 I I I I I I Existing Industrial - \ - _ °� - z \\ building D A 1 13 , I� \ .1 AC \\\ � � I I l I l I � /'' •p 1 - it I I I I I I I I I I I \ \� . \ \\ \ \ \---------_ -4e� IIII // DA 12 \ - _\ • - - - -- / 0.52 Ac 10 l l I I I I I 1 j I N: p ■ I I I I I 1 \ \\ \ \ \\ \ 38¢ \ \ • - _ /'// �' \\ \-------- ---------- A 1 I \ \ - \ / /' ---- - \\�------- DA S� C-3 , ---- / I o - \ \ �3so- - -� - \ _ \ _ / / / / // I ( n \ /Iyl1 11 II II 11 \ \ \\\ \\\ 0�07 C\ \\\ \ _- - _-''/ /- -- \ �\ 0.59 AC - / //////// / / / / I I I I ■ I I I \ \ \ / \\' DA 19 / / / /// // / // I I 1 I \_ 6,110 SF \ o / I II I \ \ \ \ / \ I\ DA BLD 07 % /M / _ '/ - - - o l //' 3 STORY /- �o \ \ D A 17 39 \ \ - / / / // / / / / \ \ / / / / 1 \ I T1.9 SF / / / c , / / / / , / I I 1 \ \ \ A� I - " 4,.925g - 0.25 Ac --_ ----- - - - ------ / / / / 1 ;I I 1 I \ \ \ I ` 0.32 AC / (/*E` OO / /' _ _ ,I I , I \ I \ -DA BLD 06 \ ae ' / , ' /' \ -- - Y \ �� - �_� 381.01 ,--- - \ - - - - - \ - - ■' / / / / If 30 / / / , / / 1 I I ---- \\ \ 18 --' \,DA BLD-8 --- - - - - - - - - \ / / / 20.04 Ac \ I I I BLD-9 DA 30 - -- - / 1.08 Ac \\\ \\\� \\\\\\ -oPE --\ DA 16 9.05 Ac 1 / / / / / :0 I \ \ \ \ \ \ \ \ \ \ / / / / , ,0.39 Ac \ _ - - ,.,7\ \ FE-3YlBbO\ \ \ - - ■ 2-STORY / / _- I \ \ \ \ \� `\ \ DA BLD 02 / /' - = (5=377.2 l yil ■ i \ \ \ \ \ \ \ \ \ \ \ \ - - - \ \ 2 / ':•1 / /' /' / \ -• .. - - _ \ �\ \ \ ` ' - _ _ UUFE=38 20 I i 0.10 Ac -------' / // O FFE=351.0\- - �f'-----\- _ •' /'/ / -0.08 Ac UFE=370.5 DA BLD / , / � l l � / -_-_ •.I, \\ \\ \ \ \\ \\ \ \ \\\\ \\ \ \ - - --- _ / // / /------- 3&4 3.874 SFAL - - - - _ \ - - - _ r"'''.> t7.748 SF) �� _-� ` -_lam-_ _314- 1 ISL 0.18 Ac �-�� --- - -- - - - - - - - - - - %� / , / , - �;; � - � � � 0.2 9 A c � _ _ .� - � /' Q 5 � 2-STORY �>o _ - - - - TDB -� � / o U. \\\ - -- DA BLD-5�\ \ \ yl / // / // / / / / // i Q.32 AC \ �'a y! / / / �'� O 0 DA '' // / ry \ / 2-sTorsY ;Y \ I / / / / / i//✓ E' _ -\ (2.816 SF) / I wyF / \ - --___------- \ ___--- - - - FtE=3so.00 \\ x/ \ \\ \\ \ \ - ___--I / / /i/,%� /l / _ _ 2 sroRY --___ -W.00 \ \ _ jjll / /// c �Q gosq ' \ ---___ -------------- - --T DA BLD 01 451sF/Ft\\-/ /. \ / / /i/i Y l'\ \ --_ t4so2-sF}__- _ \ \\ \ \ \\ / /,i/i iii/ \ / I / /' . 1 7 A c R=326.50 - - _ _ _ .,tom-� NCE \ \ \ \ \ \ - / / /////i/ice' \ .FE-349.35 - _ \ / �� FE \ \ \ \ \ - - _ - - / / / / / ti / O \ \ \ \ \ \ I / / /i /iii/ ,\ < C\2 ca � J Q � o }Z o O J C7� Y 0 0 Q�0 z o 0 O o 0 x � U1 x � \ d' �21 F z w w U a Z7 q 5 x Q U H C Z aaC\2o 4 �.7C\2O0 I- Z Q YJ G] N 20z rga-14 �U�coQ Ems, �7 W_5o W 'U W 't �4 az W �A I;1-4 --- - _- ' E N� � ---------- I W p-I W \ \ \ \ / / ', '/-/ - _ \\ \ \ \ \ \\ \ \\ \ \ \ \ / / / \ r / / / / / l .• cl of � � - \ _ �\ \ \ \ \ \ \ \ \ \ \ �/ / / Will 30"Clay O E E- E-I F" SHEET N0. 312 vJ / � ---\ / ----------- /6»x12' oniron - - - - - / 314I C-300 316 SHEET 12 of 2" 360 355 350 345 340 335 330 325 320 315 310 - 0- mania i. vv aulluuiy acwci wm require u 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 Str-06A: VDOT DI-7 4+34.9 0+36.3 RIM: 353.81 353.00 INV OUT: 348.13 INV OUT: 348.50 INV IN: 349.30 [RIM: INV IN: 348.23 365 365 360 360 355 355 350 350 345 345 \ 340 340 -0+25 0+00 0+50 4 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' Str-16: VDOT DI-2A 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: 364.69 380 380 375 375 370 370 365 365 360 360 -0+25 0+00 0+75 8 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 410 Str-11: VDOT MH-1 2+69.2 405 RIM: 383.71 Str-13: TRENCH DRA INV IN: 377.75 0+65.7 INV OUT: 376.57 RIM: 381.13 400 INV IN: 376.67 INV OUT: 378.50 INV IN: 377.50 390 385 380 375 370 365 MINE �i •�LSIiU■N�-�(/� �11.1T�J•�lf[A� 390 395 385 390 380 385 375 380 370 375 365 370 -0+25 0+00 1+00 -0+25 0+00 1+00 5 STORM SEWER PROFILE 6 STORM SEWER PROFILE C-301 C-301 HORZ SCALE: 1"=40' HORZ SCALE: 1"=40' VERT SCALE: 1"=10' VERT SCALE: 1"=10' 350 345 340 335 33C 325 320 315 -�i n �----�1l�111•i MINNIE F-W P.JE�� S•alT�---������ MONSOON •C2aL1�---�l�� =-1�J M=AMEMM III w�1lMIIIILI �rr� �xu��uiesaavia���rnra.Tel7c\n����1�SLiil�nm ■�-�F1d��i{:iil.T■L'i■!I179 n��flYlT,.i=�1- �11---�1,Jl171- � � 1-- - �•a•� � 1 P� • I U i mil• L•Eq Ilf - -All------ -0+25 0+00 1+00 2+00 g STORM SEWER PROFILE C-311 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 3+C LD-229 Storm Drain Design Computations (10 Year Event) 390 395 385 390 380 385 375 380 370 375 365 370 -0+25 0+00 1+00 -0+25 0+00 1+00 5 STORM SEWER PROFILE 6 STORM SEWER PROFILE C-301 C-301 HORZ SCALE: 1"=40' HORZ SCALE: 1"=40' VERT SCALE: 1"=10' VERT SCALE: 1"=10' 350 345 340 335 33C 325 320 315 -�i n �----�1l�111•i MINNIE F-W P.JE�� S•alT�---������ MONSOON •C2aL1�---�l�� =-1�J M=AMEMM III w�1lMIIIILI �rr� �xu��uiesaavia���rnra.Tel7c\n����1�SLiil�nm ■�-�F1d��i{:iil.T■L'i■!I179 n��flYlT,.i=�1- �11---�1,Jl171- � � 1-- - �•a•� � 1 P� • I U i mil• L•Eq Ilf - -All------ -0+25 0+00 1+00 2+00 g STORM SEWER PROFILE C-311 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 3+C LD-229 Storm Drain Design Computations (10 Year Event) -0+25 0+00 1+00 -0+25 0+00 1+00 5 STORM SEWER PROFILE 6 STORM SEWER PROFILE C-301 C-301 HORZ SCALE: 1"=40' HORZ SCALE: 1"=40' VERT SCALE: 1"=10' VERT SCALE: 1"=10' 350 345 340 335 33C 325 320 315 -�i n �----�1l�111•i MINNIE F-W P.JE�� S•alT�---������ MONSOON •C2aL1�---�l�� =-1�J M=AMEMM III w�1lMIIIILI �rr� �xu��uiesaavia���rnra.Tel7c\n����1�SLiil�nm ■�-�F1d��i{:iil.T■L'i■!I179 n��flYlT,.i=�1- �11---�1,Jl171- � � 1-- - �•a•� � 1 P� • I U i mil• L•Eq Ilf - -All------ -0+25 0+00 1+00 2+00 g STORM SEWER PROFILE C-311 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 3+C LD-229 Storm Drain Design Computations (10 Year Event) -0+25 0+00 1+00 2+00 g STORM SEWER PROFILE C-311 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 3+C LD-229 Storm Drain Design Computations (10 Year Event) 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 (acre) (min) (in/hr) (cfs) (elev) (elev) (ft) N (ft) (cfs) (ft/s) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 (ac) (C) (min) (in/hr) (cfs) (ft) (ft) (ft) M (in) (cfs) (ft/s) (min) 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 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 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 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 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 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 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 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 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 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 17 16 0.25 0.72 0.18 0.18 5.00 6.62 1.19 364.69 364.11 38.8 1.50 15 6.85 0.97 0.67 16 8 0.39 0.86 0.34 1.51 8.30 5.76 8.70 364.00 363.79 29.9 0.70 18 7.63 4.78 0.11 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 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 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 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 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 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 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 1 7.29 0.38 8 8A 0.50 0.80 0.40 3.36 8.40 5.74 19.30 361.73 361.69 3.9 1.03 24 19.85 6.61 0.01 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 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 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 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 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 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 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 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 0 360 355 350 345 340 335 330 325 320 315 310 50 410 405 400 395 390 385 380 375 370 SOMEONE�1RI�7C7 *a-� �■9Wf�'1iR6La-d • �■■NI■11i�IM1��� �■■nn■Ilasrel.���rl�� ���YJfLl��■1 ���eiir�v■: ���1-�iS'JC�■1 YfUal111111l ��■t rS7�T��11■ �■11�/%Q:rhii� / 11 // © STORM SEWER PROFILE • ®HORZ / VERT SCALE: 1 1 --- 405 �tRil1A1)_-_ 0 395 ��-- � � �l i Z I Itt��11I17 ■ I] Cit/l• • / ��-7115-E73'Lii� ��lyYYoii�liYi- 385 380 375 � �-� @ nI I I I i■GI:111:Y' ����11111AI<TSi7� ���!•IN7WRR'1'dF� ���!•111D1:;�7R ���!_1�M111�1MM 1 • �■f ai���[u1r1.�! .1 �■���� �I■�-�� 355 �I�C1fSi6Z1■917i�nf�iTi �1 �f1i�Oii�1i� �1I�,T�fSRilCi- �1lS!'JTlil�- 380 375 370 365 360 355 350 345 340 335 1+50 ��inmrr�� • / ��IEi[IAII_-� �r1111lfS1Tal7�Tf<RCii■ � �■R►I�III�_L.1 t1�Si G■� � ��-IL•I�►�Ill�iiill� �����lel�w�iul■liaw�� • ��0IIL•� �MEII-%iii` �_�ali:PlLm �ME1 � ■rea•Ee�111111111 �1�(1f.SiZ1 .1■'ll]iffof■TIv�= / 1 11 11 © STORM SEWER PROFILE ®HORZ / VERT SCALE: 1 2+00 2+75 -0+25 0+00 1+00 2+00 3+00 7 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' i _ Str-35: VDOT ES-1 o 0+98.1 380 375 370 365 360 -0+25 0+00 10 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 1 +00 380 375 370 365 360 1+75 Str-32: VDOT MH-1 00+20.0 RIM: 371.61 Str-31: VDOT ES -1 INV IN: 364.00 00+10.0 INV OUT: 363.90 RIM: 365.17 INV IN: 364.00 INV IN: 363.81 38380 375 375 370 370 365 365 9.8' of 15" HDIP 9.6' a610 360 -0+19+00 0+50 11 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' LD-204 Stormwater Inlet Computations Sag inlets Only c v ¢ c a a v a aJ aJ Z v O. O o aJ ar +� CL aJ O «, t ,n o- o, w U Q r; >p t X v a c Z a O E U Z x C7 -o ra = u o o x o E N N -0 s- L ,.+ O C Q E Y N V O C N ,..' aJ > Y �+ is N r+ i. �' d w W .J C >. C] d Q y 7 N 7 X 7 CrCY F- fa 2 ra 7 O p- aJ - 7 \ vJ Z U U ac U Vl C7 C7 (D a U' F Vl o\'\' C7 C7 U 1 2 3 4 1 5 6 1 7 8 9 10 11 12 13 14 15 16 1 17 18 19 20 21 22 23 1 24 (ft) (ac) (C) (in/hr) (cfs) (cfs) (cfs) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) (%) (cfs) (cfs) (ft) (ft) (ft) Str-05 DI-3A 2.5 0.25 0.24 0.06 4.0 0.24 0.015 0.02 0.02 0.08 3.31 0.3 100% 0.24 0 Str-07 DI-2A 2.2 0.32 0.86 0.28 4.0 1.1 0.015 0.04 0.02 0.08 5.07 0.17 100a/ 1.1 0 Str-08 DI-3C 4 0.18 0.86 0.15 4.0 0.62 0.015 0.08 0.02 0.08 100% 0.62 0 0.36 0.5 0.72 5.39 Str-10 DI-2A 2.2 0.07 0.72 0.05 4.0 0.2 0.015 0.05 0.02 0.08 2.95 0.15 100% 0.2 0 Str-12 DI-36 8 0.52 0.86 0.45 4.0 1.62 0.015 0.05 0.02 0.08 4.81 0.21 100a/ 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-313 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 2+00 3+00 395 390 385 380 375 370 365 360 355 350 345 3+50 ��\NIA 4�� J� aC 2� �n J N O 00 Quo °' O z N 1� O x Co 0 � �' x Co U F o z E- w ai ai ca z w w a z �4 F] Co Q U z Z F� aaC\2o z �{ <I , O U vI> w N W 00 �y U z �� v 'a �U>coQ 410 �F� J �D m�a CO W F W �C7W�o� 405zaxa I Y O U 400 � W Z 395 a Z W 390 385 380 355 350 4+00 5+00 6+00 7+00 7+50 12 INLET DEPTHS FOR DI-7 STRUCTURES 21") 1" SCALE: NTS z 0 E- F a a U m W Ca 730 x O C�6 o E-r Q Z Q4 W CD O W �D a Q7ri a Q ,c W Z O W -- E-E '--' � F � � F W > x 4 ui SHEET NO. C-301 SHEET 13 of 25 410 >rn o �occ� clime 410 405 400 G�N�A o �� p z 1jy� F-0�(v � P >c(p -p@ T�c C-D 0 i ---- — ` — O 00 --- 04 400 --- _ - -- ao °O � 395 390 395 390 �1 0 0 �� VIA mM 0 2 z o m+ 04 o x 385 385 380 375 cam_= ' o >� 4) p +—mom dui 380 375torm .ter d" F - z x Q z a Q Q 370 00 370 Q c W Q w U L� 365 365 z z + �z 360 `� 360 a o tZ - - o p -ago 355 , ' 355 ��o Z 00 e � 350 ' 35000 � w w a --- -- ------- rk 6 345 mLo +—m+ 345 LJ 5co Ga 340 340 oa zo , - z Z a a - 335 335 U W � W 330 330 a ° z 325 325 W 320 320 -0+25 0+00 1+00 WATERLINE PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 400 400 395 395 CAKI P.- 390 390 so ' ' 92 M 385%018 385 INV- E NV OUT. 362.57 - r . N - - 380 -' ---- 380 375 375 - z z — — — — — nm% I SAP! D:- W 370 370 K storm rn \\ 365 ' 1p 365 - z 360 360 JsAll C. 355 ' °' 355 350 -------- - 350 345 345 ^ et m 340 ' 340 Go Le rn z 335 "' " - ' 335 M — X N 330 z (0 CD Of — — ' 330 - - - - - <n �— -- 325 -- 325 - 320 320 315 315 0 E 55 310 310 Q -0+25 0+00 1+00 2 SANITARY PROFILE C-301 HORZ SCALE: 1 =40 VERTSCALE: 1°=,0' 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 95% COMPACTION REQUIRED 13+00 IN ALL FILL AREAS. 14+00 14+50 z a Q~U co W Q E--F w � 0 U r E z 0 0 z O w � W�a w H oz U � O � x w w a F F W x � SHEET NO. C-302 SHEET 14 of 25 GOOD FOUNDAT ION MATER IAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION • ®..®U12 .: • © \ O \�i NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL 3'-0„ MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12--MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ' VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING ° -- - SEWER. a .. , •, . 12 A FILLD INVERTLIRA SMOOTH ETE " : d': TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN 1/8 BEND N.T.S FIG. S-I-A 1" COMPRESSION x 3/4" MALE PIPE OR APPROVED EQUAL TYPE 'K" - )FT COPPER x1" TEE NOTE NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R ^OMPRESSION x 3/4' MALE PIPE COUPLING APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID I GRADE METER BOX -� L-CORPORATION STOP 1�%'2''"%`'``F �,;,t Y BRICK AS A .�• NECESSARY SAND OR DUST UNDER yr,^r •v:'i:: • 4" DIAMEIER DRAIN PIPE, T BOX AND SETTER 2-INCH i? ''�" • "��'` "�""LONG MINIMUM THICKNESS) ','q�'r�y.4'}4'''•`�' �'+`d%'>' +�-�i= SPEC. 23. NO. 57 AGGREGATE . tA..n K:..a TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A C SECTION 1-1 WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. VG AS HIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CUND. BEND L H T L H T 90 2.50 2.50 3.01 0.24 }" & 6" 45 2.00 2.25 2.60 0.15 2,00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 1 2.67 1 0.13 90 4.83 3.83 3.42 0.83 1W & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 j �• • •• Pill 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 d z z N WATER PLACE 5' GALVANIZED " WITNESS " POST WITH PED ENDS PAINTED BLUE IN REMOTE AREAS 0 ASPDIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -\ IN ADJUSTABLE TRAFFIC RATED VALVE BDX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE A' c 2'x 2' BEARING AREA. THRUST BLOCKJA d 4 v NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NITS FIG. W-7 NITS FIG. W-5 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". --� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / _12 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL ff4O'O' IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH �6" MIN. F LINE VARIES ..• D.I. PIPE �2500 PSI CONCRETE':.t PLAN SPACING M SU0 r D.I. PI GRADE SPACING 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' PROFILE S<OpF TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270•) 16"-22" 7 CU. FT. VALVE BOX #68 STONE-1 E m Mu N E n �E m 0 t W� 8 �uom Ep 7 Uy o J�1 NM �u O U c1 vg SS2 _ E N vW `� N,I O _ 0 Eom E aEti 0 o < ° vEi >�/y 5 Q NuE" NN, PAU U mg Ez 4 N �E 2 �w o Qm Em E E d o u m "x n n E U u M N E �E zo \m O tom O 5 5 0 E, E - , ^ iNE a�E of OE o LU Nb Nu no rl Mu Lu Lu N ILL 0 O TYPICAL MANHOLE FRAME & COVER ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. 6" GATE VALVE .1 ' a"X6" TEE 2500 P.S.I. CONCRETE s x BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O1�HEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 2'-0" RUBBER COATED STEEL STEPS 1'-0" MAX e CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS _ OR APPROVED EQUAL S-O" MIN e THE DROP CONNECTION SHALL BE o DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR fff 12 MIN BACKFILLED WITH SELF -COMPACTING 18" MAX STONE. p 5 12"MIN Fl2M;l , MINIMUM ELEVATION DIFFERENCE VARIE p ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET '0 A FILLETED INVERT FOR A SMOOTH p a " TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. + 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG, S-I-C UTILITY NOTES FOR ACSA: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD AND AT RWSA'S SOLE DISCRETION. 0 J � o >Z Z _o O J �� ,?o 40 0 PROF o GENERAL WATER & SANITARY SEWER CONDITIONS FOR ACSA o M 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE z ¢ q ¢ z� w as RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. o ¢ z x 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR 0 u THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. Q x 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND a WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. Z - 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. z 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). z 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, o OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. a o 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THEC7 F o LINE. I--� z o Cc)10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. " Tn � w 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, /•Y� w W m � � 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). (7) FI-I -a �i z 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO I -I U q THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT a SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" 7) w E-Ga PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. r o o 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE I -I Z x SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. a' o v 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN W d' DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL Q W OCCUR UNDER AN "OTHER PLUMBING"PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. z 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA a PllllllllI z W GENERAL WATER & SANITARY SEWER NOTES FOR RWSA (LAST REVISED: APRIL 2016 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS VERSION 1.0, ADOPTED IN DECEMBER 2015. EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT 434-977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH, AND THE PRESENCE OF, RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 7. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 8. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 9. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER ON EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 10. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM 11. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 12. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANG* RETAINING WALLS, FOOTERS FOR ANY STRUCTURE. DRAINAGE STRUCTURES. ETC. 13. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 3:1 (HORIZONTAL: VERTICAL) (SEE ACDSM 8.A.2.) 5. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY ENGINEER, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR o PART 1926). EW, , F] � 0 GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) zo 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. w 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS co PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND q SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. o 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. qo 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE u TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM z THE EDGE 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. O 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT Gi EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE E-I ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. z a 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. a a 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC Q - ROADS. -- I --I 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY /- INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH W A VDOT OR COUNTY INSPECTOR PRESENT. O F Z O I-ti Ia-I a E a E W a E- E E- E o � W D: x a, cn SHEET NO. C-303 SHEET 15 of 25 CL 6' 10' 10' 2' 1 4 R \� 0.5 CG-2 21, SM 9.5A �II `\ \ -' \\ \ / = P / / . /// - �� - w n 2� :.,.1% SLOPE :..• .. (. 2% SLOPE CG 6 III - - r / 1� /'' \ , / 1 - / / / // / / J I \ --- ' / / / / / I -�t� - /® r \ \ , 8� /111 \ 1 I \ � ^\I ' S _ � ¢ J Z 1 FORD ROAD TYPICAL SECTION (10+00 -> 11+75) >• � III _ - - ------- - \ > _ C-304 SCALE: NTS I_lolTl_ 8" VDOT 21-A 3" BM-25.OA # 1 y. \ _ /' '/' '/ '/ /- / �,I / / ''' '''' nI _,-- ` ` I i / / �11 y - \ O Aggregate base ,11\ / -To- > / % /'/'/' / / / � �.>\'..1 y 0 0 material Compacted Subgrade .., - / IU\ / ; ,- / /// / /'/ ,' if \ tin9 Industrial I _ 18' CL 10' 8' 2' 0.5' Ili � O 0�5 I 00 1%SLOPE CG-2 . e- ;, 2% SLOPE CG-6PQ yfVU] / Ex y'\ O Q W Pa W 8" VDOT #21-A 3" BM-25.OA ,> 1 : N / i . / l / 14 �' hmle - Pork �1 II x 0 U WT Aggregate base Compacted Subgrade. #\ a`a 111 'v � / - t1n9 In n� Y \ �g \ 1 1 Pa w U material \R• c, I / / / / er •�, -o�`�b / / ,/// �� /,/,/ �/ / / / // / /,// / 1_�(v Exis I 1 \ 1, , 1 Q 2 FORD ROAD TYPICAL SECTION (11+75 12+25) , ' °w ` I "/ , ; '/ / ' //' "/ - 3 5P° CI `°Z.'S C-304 SCALE: NTS / ' - x w ' / / ,' ,'/ / / / r ` \ / r \ 6 y, I \ \\ :: = 1100 o I/ \/ i I \ \ \. \ \ \ \ \ 1 )<� \ ` `\ ,\ fib' 1 \ 111 \` Q' O O 6, y 18' j� 10' �} 10' 16' 2' 0.5 I9 \ \ \\ .� '�'{ \ \ \\ \ ( \\ \\ I In dustriol /r�-� '. F-�-I * W O - O. 5' CG-2 6' \ \ \ \ \ \ \ \ \ \ - t \ 54.E /►` \ 1 \ \ s g/ Avx� 1 Existing �71 CC\2 O 1% sLo, :.1%,. 2" SM 9.5A 1 ypo \ \\ \ _ \ \ \ �\\\ \ \\ \\\ \11 \\\ \\\ \\\ \\\ \\\ \ \\\ \ 1 yurydin9 o U ^LOPE„ ..._ CG-6 1% SLOPE : a;\\ \ \\ \ �`y \` . 41 \ \ \. \ ` 3 a .......... 8" VDOT #21-A 3" BM-25.OA \� �\ \\ `\ \ \\ -- _ a `\\ w Aggregate base material Compacted Subgrade i, \ / \ \\ \\\ _-___ \ \ ` \ \ ` \ \ "\ \ _--- _ - \\\ __ ---- F W E yW FORD ROAD TYPICAL SECTION 14+50) \ \ \ \ \\ \ \ \ \;' \ \\ \\\\ „�9 i'2. \\ \\ 3 (13+15 -> 1 \ \ \ \ \1 \ \ \ \ \\1 _A* C-304 SCALE: NTS \° \\ \ \�\\ \ 1\ \\ \1 \\ + l \ \- _ - - �0.5' 2" SM 9.5A CG-2 � \ `\ ^\_- l -- - CG-2 :.1 `\\ _1y v 1'l \ \ 386 � _ ,, � - - `�\' ,/---- 1% SLOPE _ 2% SLOPE , ,------- \ \ i \ 1 , 1 1 \ \ -- - - 4 FORD ROAD TYPICAL SECTION (15+50 -> 19+30) ,• \ - _ �9�' -'' _; \ \� \ -- _ _ ' `\ '" ''___-' C-304 SCALE: NTS \ -(r - /' a /Y\ I I 1 \\ \ \ \ \ \ \ \ \\ ♦ \\ ;' / _---- �9 _ -- -- -- � .. �'•__ 'e° 8' VDOT #21-A 3' BM-25.OA 1 \ .`\ 1 � J/ /,/ / 11 \\ \ \ ` �/,___ _ ' y" . / Aggregate base material Compacted Subgrade 11 1 \ 1 \ \ 1 \ 3:":..::y / - 90� '' / /' / / /' /' `\ _ a_ a / .,a, N ' _ s, ry�r yypsla / 0 10 g1 16\\\ \, \\�� •-- 2,1 SM 9.5A CG-2 0.5= /' \\ \ \ \\ \\ _\ \\ \ 1 \ ,__/ i \'- \ \\` --- .;>._.�'_. 0.5' = = -== 2% SLOPE I= /' -----\ \`\\- _ _ _ - - --- -' _ - - -/ ' 5 FORD ROAD TYPICAL SECTION 19+30 -> 21+30 ( ) _ ----- C-304 SCALE. NTSLli F m 111 \ \ \ \\ \\ \\ \\ - _* -__� 8 VDOT #21-A 3 BM-25.OA ,al p 1'', \ \ \ `\ \\ --'\ \ \\ \\ `\ \\\ \� ...... / / AIL / - - \`\ Q-�-- - -- A `\'t: Aggregate base // o /' \ / -- material Compacted Subgrade�'sly------ `- \Y \ � a�(>aE•/,'' / 0.5' �{ 2' SM 9.SA / u I11/ \\ `\\\ \\\\\\\�` i '� - //,. •66��-✓--�--------2% CG-2 SLOPE CG-2 //// ` `� ` .. \\` - e_ - / � _ ----- --- �I/ --------- ... TI: -- - - ----- \\ -- ------ -- rli°li °li u u u=1'1. / / � 1 \\� -___ \ `\ \ ` \ � 1\`-\ , •'1 \ \\ "�y• ' / / / ,------\ - - - - - � � \ \ - - 369- - - FORD ROAD TYPICAL SECTION 25+04)�oi - �fI �fI �fI �r1 a u-u }� - \ \_ „I \ _ .. - _ -,� , '' � - 7 ------ --- ��� \\ (21+30 -> ILL - - - - - - - - - - - - - - - - - - - - - - - - - - - /' 1 ; \ _ _ \ \ \_ _ :,: -- - _ / \\ \ \ \ __- _ ---- � ------------ SCALE: NTS 8" VDOT #21-A 3" BM-25.0A \\ \ -- , :;1 1 \ \ \ `\` s - , _ - - -- �v>AI e ,': ., -- \\\------- --- Aggregate base\\ Compacted Subgrade \ \\ °a \\\ \\ - _ - _-- _ sse ---- --- \\„�\ \ \\\\ - ------ / ----- material /' , y \ \ `\ _ -- - - \\\ -- 12' MAX 14' 12' 2''_'--------- U --------+� \'-,\ /si/ 0.5' 2" SM 9.5A 0.5' // ___---\------------''- i '' --- _--------------------_ \ \`\\\\ \ \\`\,\\\ ,.; =\\, ' 2% SLOPE CG-3 2% SLOPE CG 2 !a O CG-2 _ 2% SLOPE CG 6Isp, �i I E"'^t //�� ,y. eat ' E C/\ - -- ------ // '--_ - A _ - - SIC E. V � / __ - ��0- _ _ _ _ ' I_I-I_II IIIIJILJILJILJI_ - �I - - -' "' "' "' "' "' '•' .5` • '• ii ili-i - - -I -w-w-III-III n- -III-III-III-III-IIL-IIL-IIL-IIL-III=III=Illdll Idlhllhllhlllmlll- -`�- --W,,,W- 1 UM �I _----------- ---- _ _ - 10 MbMw \ _ _ _ _ _ _ _ / - m.� _ // \ 11 '� \'--_---------------- /- ' -_ Y _ _ _ - _ - - - - - _ _ _ _ '--------- _ _ _ \\ \ -�_ _ - _- --------------------- _------ ----- 7 BELLE MONTE AVE TYPICAL SECTION (10+00 -> 10+75) A re ate base 99 9 Ex. Ex. ( _ _ _ _ _ -- ---- _ - / ,' /'' I P�q s� ___-- - - ------------- _ r - 3's- _ - mw �----- __ -E- __-- - ___- ,------------�;;``�` _ _ _ �---��--.-+1-- ------------------- '--- / material Compacted Subgrade /' sx , �__ -- - - - I w Ex. f :- - -- _ _ - _---- --------------------------- / C-304 SCALE: NTS /' I O N� 8' WA T-------- m; I _- ER -- -------- CSA ------ I� > r7 \ \MOORES ------- --------------------------- --- :�II x- CREEK LANE '^ (PRIVATE) I ----- a _______ 7 WSA) ]0GaY IR �? ,� LIK FENCE wCHAIN OJBw Inv Out:3 _ �/ L yI12' ---- -- I r1 TOP=331012' 09 / \\ S4 In-------- I . `- - 2 CG-2 ' SM 9.5A �, / a \/ f-- :WZ T sG�� l 8 BELLE MONTEAVE TYPICAL SECTION (10+75->19+33)I------------ ------------- 8., \\ ' / I I. `, l i / IL C-304 SCALE: NTS 8" VDOT #21-A 3" BM-25.OA /'' /\ / x / \ / ' - ECO Aggregate base 11 ROAD PLAN °�� 40' 0 40' 80, 120' Pa r material Compacted Subgrade C-304 SCALE: 1"=40' �a °ip IIIIIIIIIIIIIIIo SCALE: 1 "=40' Tel e\ co Z ' '" ' • ' I � 19-62-�IatiIaIPSd�I-Imi9 ' U 1 .� •'. 3.sturr ,sue qFIfL I,l`.ASn U 7.00 W.0 ICJ �• � 1-Stan 4,E Za O . i S Vaulf 3AWvmm- �Illll .r• ... . ,- �0'1U`-ram SA7 tY� ' > +/ 1 � it e-'dd7 •r '.I 'f l`R' I--A `, lIc'sros .slz O 1rwe- ✓. 3.1r.s 1 b k �� I�- W ~ . j K K 1,,9R54 i 1•'11 $ 7 H hh'S1( 114? it S%i III UP -Medal¢ M-_w +/ IIFi Ak +/ 'I I 'Cl ' W h-I E-I �I - L.. 'Sov. 11 t.ww e �✓ lxsm ✓ © 1 O O U) w C) , ✓ ao cE tFt' 3w ✓ rs,af' Flo fx Q. Jul SHEET NO. I " AI F g TRUCK ROUTING DETAIL A rl0 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 G�NI d� 41i» 4:15 ��� ac �b 41 +4 410 x ¢ M � r Ci Q _ = J > z O -99 2 � 40 FIN 5c) cm _ irm_ _ AR AA 405Cft U ��L - F F = O _ O� _ - O �4400 ^ � _ lN 0 P - 0 4DID � N 400 u - rl 39Ngu r s395 o z o _ u ° J o x r o02 39BD s390 x 386 685 z E- w w w ca z W W O 380 080 � z U A _ W x Ll U 37�s z375 375 z370 Z 36s _ STA EL 17 363.06 65VPI a o VP' STA- _ � a CQ 36& _ 60 a �F��o - o I � U M I� o Z r W O 3-9& 555 w o r Wjva�z on If M xa� Ail Ong , 35t�b M _ �50 � F 'S. iml - -- w w J rT� ~% 34* = ^� r 645 w oa O Z _ - M 340 040 W " U M w 3� �, 435 a W 330 430 32 625 32- D 520 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 �420 420 420 41,& 415 415 415 414 410 410 410 40& 405 _ 405 405 - 40& 400 EXISTIN GRADE -- _ 400 - 400 VPI EL_ EN 50 DO 39 a395 - - __ZZA 395 - 395 390& 090 __ _ ^ II 390 390 vpIJ _ �, J 38�v 385 = r - 385 385 - r = - - \ - -_ 38& + , - - - 0 80 -- = 380 380 J \ O i ' I� M o II - 37�v 375 375 375 a - 37uD 570 370 370 -0+25 0+00 1+00 2+00 2+25 36v 65 36 60 3 NEW ENTRANCE PROFILE 9+75 5 a+oo 10+00 .00 11+00 2.00 12+00 a+oo 13+00 ..a� 14+00 5.a� 15+00 e.00 16+00 7.00 17+00 8.00 18+00 9.00 19+00 9.50 19+50 -30 HORIZONTAL SCALE: 1" = 40' Road Low VERTICAL SCALE: 1" = 10' 2 BELLE MONTE AVE PROFILE -30 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' DESIGN SPEED 20 MPH / \ CD _ --_ TRIP GENERATION NOTES w � N as _ _ o_ CD _ __ __ _ TOTAL BUILDING AREA = 145,545 GSF = ---`=__ _--_ _ — —__ 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 �39 392 /� _ - - - - - - - - - - - - - - - - - PROPERTY. z 1. BELLE MONTE AVENUE (HIGH ROAD) = 331 VPD < 500 VPD o _ - -- CG-11 JUSTIFICATION -2% TO 6% P. $ --- --/ 2. FORD ROAD (LOW ROAD) = 331 VPD < 500 VPD rR F 380 CC-11 JUSTIFICATION -2% TO 6% vo W z w 3. ACCESS EASEMENT = 59 VPD ca o z .,IW— o \ ----- --- V '•\ \ - - - Q `� col \ W U] ass_ — � — a a \ - � ------------- -\\\ �\ GJ\ .'\ \ \� �n REF///�. W W -- -- --- a P- - - - - - - 'k U �_ F SHEET NO. C-305 4 SIGHT DISTANCE FOR BELLE MONTE AVE 30' 0 30' 60' 90' -30 SCALE: 1" = 40' SCALE: 1"=30' SHEET 17 of 25 CG-3 .......-.. D „R n ♦ A� T D.e . • • .� • fl � • : SURFACE Y e.' e.' �.' BASE sLIeeASE NOTES: 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. 4000 PSI IF PRECAST. J. CURB HAVING A RADIUS OF 300 FEET OR LESS (&ONG FACE OF CURB) ALE BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (A" DEPTH) OR INCREASED AS MUCH M 3" (19" 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 1 P AS SHOWN. NO ADJUSTMENT IN THE PRICE BID S TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. OG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CO-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. IED BE MEXISTING 6, B RRER CURB MMSMONN THE 7RANDMID IS TO 'THE WITHIN 10-ORCHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. XVE= SPECIFICATION STANDARD 4" CURB REFERENCE ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION D`u 502 SHEET 1 OF 1 REVISION DATE 201.02 LG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 R CAST IN PLACE. 4'L 4000 PSI IF PRECAST - - 2' R 3. COMBINATION CURB & GUTTER HAYING A RADIUS 4 OF SOO FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR UK VATR STABILIZED OPEN -GRADED d '^ DRAINAGE LAYER, THE BOTTOM OF THE CURB & r 1np -° GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLDPE OF SUBBASE COURSES AND TO THE ,. e d' DEPTH OF THE PAVEMENT. < '° ° 'd 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS !d 8' BASED ON ROADWAY CLASSIFICATION AND DESIGN e• '.4 SPEED AS SHOWN IN APPENDIX A OF THE ROAD ,d 4 y ', < DESIGN MANUAL IN THE SECTION ON GS URBAN d, < . 4 f _ STANDARDS. THE BOTTOM OF THE CURS AND OLDER MAY BE CONSTRUCTED PMALIFL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM EDON OF Y IS MAINTAINED. THIS AREA MAY CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION 1\/FM-1T REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 GG-2 j NOTES: I " 2" RADIUS 1. ITEM MAY BE PRECAST OR CAST IN L PACE. D x D. D. - 6 2. CONCRETE TO BE CLASS A3 IF CAST IN A, 0, - p,= PLACE. 401t11 P51 IF PRECAST. ' D;xD;. r D T 3. CURB A RADIUS OF 300 FEET OR ' ' s D•� D. SURFACE ALONG LESS (ALONG FACE CURB) WILL BE T PAID FOR AS RADIAL CURB, L a D.2A.'D SURFACE - . ro a•D!�. D.�•D' 4. THE DEPTH OF CURB MAY BE REDUCED R 'd 'D BASE MUCH AS 3' DEPTH) OR Hy :' > T D.� D•� T D, •A,-;d-D-, INCREASED AS MUCH AS 3" (21" DEPTH) CH LI ..A- IN IN ORDER THAT THE BOTTOM OF CURB D. D.;TD • 'MILL COINCIDE'MTH THE TOP OF A COURSE OF THE PAVEMENT gyp.' �d.' ' D.� T D.; T D BASE SUBBASE SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO 6. ADJUSTMENT IN THE PRICE BID IS TO BE D•� T D.; T D MADE FOR A DECREASE OR AN INCREASE 12' IN DEPTH. 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 M)OT IF CURB IS EXTRUDED ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS SPECIFICATION 1�/wr REFERENCE STANDARD 61 CURB V`DGE ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 NOTE i ONLY STAKE TREES WITH L LARGE CROWNS. 2" CALIPER OR .GREATER IFLOCATED NOY SITES OR WHERE TAMPERNgMPERING 'I MAYOCCUR L PRUNE CODOMINATE LEADERS - REMOVE BROKEN BADLY .DEFORMED RUBBING NARROW CROTCHANGLES WATER SPROUTS OR CROSS BRANCHES: RCMOVETAGS LABELS AND c PLASTIC SLEEVING 00 NOT STAKE - UNLESS SPECIFIED(SE.E -. NOTE) 00 NOT WRAP TRUNK PRUNE SUCKERS IF FIELDGROWN CUT AWAY AL( BALLING ROPES REMOVE .BURLAP OR `MINE BASKET. FROM TOP)50F BALL IFCONTARNER GROWN REMOVE CONTAINER AND CUT CIRCLING ROOTS 1 1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING i TAMP SOIL AROUND ROOTBALL - BASE FIRMLY WITH FOOL x PRESSURE_ SO THAT FOOTBALL '._ DOES NO S. NFi e PLAN VIEVVT'� - �- -. 12 GAUGE GALVAN00WMRIE M A` a �, �--,5.rx7�t1ABFmtiQDSTAKES GALVANIZED VARE GUY ' 12 GAUGE ALLOW FORA SLIGHT AMOUNT OF MOVEMENT d- 62"v2' HARDWOOD STAKE 2'E" MIN BELOW SURFACE STAKE SHALL BE. DRIVEN A MIN A" 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 23" MULCH LAYER TO EDGE OF DRRI ME, KEEP a 6" AWAY FROM TRUNKIFp� S E. FOOTBALL FLUSH TOGRADE OR 142" HIGHER IN SLOWLY DRAINING SOILS M NOT COVER THE TOP OF THE FOOTBALL) WITH SOIL- ROOIFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 'y^ 6"SAUCCR - DACKFILL PLANTING PIT WITH NATIVE \ SOIL INCORPORATE SLOWRELEASE EANIILAR FERTILIZER 1 "APOST LAYER A .18" PERFORATED CORRUGATED PLASTIC PIPE CAP FLUSH WITH MULCH V V PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL LIAMETE 8 TREE PLANTING DETAIL -30 SCALE: NTS 12TYP RESERVED PARKING 18' 6" acc�sslaLE CORNER RADIUS IS 1.5" (TYP) PENALTY 14"R AWAY Zq E 12° POD- BD FINE 4" WIDE WHITE PAINTED LINES SPACED 2' ON CENTER I V4" WIDE WHITE PAINTED LINES CONCRETE TIRE STOP. NOT REQUIRED IF PARKING SPACE IS 16' LONG. PAP DE WHITE ED LINES WIN IVV IL I IVIIII HANDICAP ACCESSIBLE PARKING DETAIL SCALE: NTS GR-2, 2A * 27Y4" MIN - 28%4" MAX RAIL HEIGHT GR-2 GR-2A 05-3" POST SPACING) (3`1V2" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNMIC DEFLECTION - 2' NOTES GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. X OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 5D1.02. AR RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII x WHEN NESTED RAL OR ADDITIONAL RAL IS PLACED ON BACK OF POST BETWEEN 5 FEET AND 150 FEET. FOR GR-2A THE POST SPACING WILL BE 6'-3'. ALL GUARDRAL POSTS SWLL BE SET PLUMB. PQ T SXAL NOT BE SET WITH A VARIATION OF MORE THM e' PER FOOT FROM VERTICAL. W-BEAN, BLOCKWTS. AND POSTS SHALL BE SET AND AIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. HEIGHT OFA2l�'GRMIN R281 MAX ASMME SMURED PER STANDARD GR-IH�S. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAL ON THE BACK OF THE POST FOR STANDARD GI SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH( SHY LINE LS RARE RATE FLARE RATE 70 9' 30H 15H 60 B' 26H U�1 50 6.5' 2L1 TH 40 5' 16:1 8:1 30 4' 13N T1 ♦SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARREN SYSTEMS. <Ypwr A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET I OF 2 REVISION GATE (STRONG POST SYSTEM) SOS SO, 08114 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 I NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOULOWING; I• 6' HYDRAJLIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) c CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTED' DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 6" 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LSTED SHALL MEET SIDEWALK RAMP t21 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 481 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL, )IL-1 Concrete Tire Stop 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' , FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. 4. F RAMP FLOOR IS PRECAST, HOLES MIST BE PROVIDED FOR DOWEL BARS SO 8 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF On MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED OARS ARE TO BE NO.5 X B" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER %". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED a 12°2 -T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12..1 MAX \ AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRbSSWAKS ' AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS. ETC. ACCESSBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED, ENTERED MD USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RML& OR TANGENTIAL SECTIONS PROVIDED THAT 1VAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 121 MA% i THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS �� Tf, 110, PERPENDICULAR TO THE CURB. 5'MN X* * 0 9. TYPICAL CONCRETE SIDEWALK S 4" THICK. WHEN THE ENTRANCE RADIICANNOT Z TIPS STOP DETAIL ET A TT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK J 11 n r, STOP LT/ 1 L-i1L TRAFFIC, REFER TO STANDARD CCI CWMERCIA ENTRANCE (HEAVY 4' MBN� AT * , r' HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT -3O SCALE: NITS 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )K X: ,SAE AS TOP OF CURB THE MINIMUM WIDTH SHAL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C A 4'A 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL 11, PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAPS INTERSECT A RADIA SECTION OF TRUNCATED DOME N CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE ...J .6"-2.4•' C-C 6 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD I O O O O O z -MODIFIED S RECOMMENDED BY THE MANUFACTURER TO MATCH 1- O O O O 0 0 0 O O O 0 9 Varies THE V o0000 00000000 7 e LANDING RAP + m1 0 0 0 0 0 0 00 0 0 0 0 00 0 I o Expansion Joi y o 0 0 0 0 0 0 0 0 0 0 o O Q o 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X-65X OF BASE DIAMETER 000000000000000 a ' TOP DIAMETER DETECTABLE WARNING d AT BACK OF CURBVARIABLE FULL WIDTH OF RAMP FLOOR - SEE NOTE 12. BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL VDOT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE \ \ \ \ ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION SCREENING FENCE top I2 DUMPSTER PAD DETAIL -30 SCALE: NTS 3000 psi Concrete with welded wire fabric Depth = 4 inches Finished Grade TREE PROTECTION/SAFETY FENCE `Depthhacte4 nDOes21A STD. & SPEC. 3.01 VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) %4___� CONCRETE SIDEWALK DETAIL POLYETHYLENE FABRIC 6' MAX. (ATTACH TO POSTS WITH METAL TIE WIRES.) F5'MIN. CONVENTIONAL METAL (T) OR (U) POSTS 5 TREE PROTECTION FENCING -30 SCALE: NTS LOADING DOCK LOADING DOCK SIGN DETAIL County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The followine items shall be shown on the plan: 5( Trees to be saved; Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markines: ❑ 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 Stora e: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic 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 activity shall be protected b fencing. Prof g grading tY P Y 8 ❑ 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 ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: Ut Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 ELEV=368.5 : w ELEV=363.5 m J STR-8A shall face from storage and SWM-1 Cod ]II WW4 ete 9 meter epth I� J J II Q Q = � 0 Z 0 W Z ZZ = = X LLI I CONCRETE SIDEWALK STR-8 F n> e A W ELEV=357.0 4" CONCRETE SLAB ELEV=361.5 J _j - 4" VDOT 21A IY W 4' 3: K =350.5 4" CONCRETE SLAB ELEV=355.0 -'' 4" VDOT 21A 1 4" CONCRETE SLAB ELEV=348.5 ?<I 4" VDOT 21A CONd]NETE CHANNEL TO STR-05A SECTION VIEW NTS 7 WEIR WALLS DETAIL -30 SCALE: NTS (2) 6' DIA CONCRETE FILLED POSTS W/ PLAN VIEW Varies 3000 psi Concrete Depth = 6" 6x6 WWF n e ° .4 SECTION VIEW I u� I i1n in Compacted VDOT 21A Depth = 4 inches 28.0' WEIR WALL C 28.0- �8r 2, 2 2' 1' WEIR WALL B 28.0 5' 8' 2' 2' 2> 1 0 WEIR WALL A ELEVATION VIEW NTS AC/�n r�:t 2� 0 O PLO O3 O z t\2 � 0 � 0 x �' x DO E- z Qa ca U z w Z_ w a q � U x W Q U � Z aa�o 'H - O U 9 W F�- W U wa 1 Z 6 It U DO F) Aq� aa�A� � IFI��UH \..J WE-IW1 F� W � � �7 W - U raj, H4 f.7 az W r - - _ - ------ " _ ' - - --- / ➢ P [x. 1A0� ..°- EEK LANE \ - -- - Rim-]22.64' - �y (Rv6M A �� I".. In-],D.]e / J6• / � - �jfcORES CR ,�-.-"_/� .M`"Y♦ / �_ ! �\\_ / / / / / / ' (pit, _ ' I O' --- - i I EX .,row WAhR ACSA / � /�Y/%� ___ _ // I OF - = � _________________ � / a M---__-� _ / 1 I ♦ / % / // / I \ i / // �'i i %�-''/// 0l LC \ 1- / / / -� I U - PP / /Tap=]27.10'/! �� I x/X - - 8 CHAIN LINK - 6s6 t0¢� F X /1 (! n FENCE r Mw +) / - ; a k X rn'./ l/ x X / K /a X Ix x/Yi%//x O / OJ RX' I II % II \I 1 I / / / / E xIx iI t4I I* x X DO x x x x \\ X1 x //'4 % X x I % z x x X \ x x'LLI IX x x I 1 \ /r'I rl I / / x x x x x) \ x# xl hd >11x x x I/ / x x x x x x 1 I /// a 1 - \\ // i x X X x X x i x k x/ d/ x x x �/. / /I III x x % X\N� X x x X x / I x X / I7 ,� _ \ \I (// / I 11 \ / ♦ \ \ \ -x�\ x x x x I x x x/ bR/ 6//IN/ x x x / / Z x\\x x -x-\x x x x / x x /x IT /R( /;I x x x / / � / O \\x X x\ x x x x x x x x x x x/ / x x /x x I jj 1 II/ // / E-E / l j'I MI tic x X X X x X x x x x X /x % 4 I ,/ I I l l \/ / __- -I'-- - X--) /_x-x s- _ \ \ \ x x x x X x x X x x x x ,, / / pR11.11X X X 1/ l a' EA x I 9' >; x- _r - \ \ - _ / )/ )( x X Irl */ x x x 1/ / U F I I 1 1 $� NK / /r i -x & x x x x x x / ' I/ I/ l V] z III �KtNUF -------- _::7/ / ' -0L 'A� X '� x x /d /Rd x x x xxzxxxx \ 8/ --z x-x - �rz RIF 1\ 1 I/ / x- \ Y i� _ x- x x X )1/ W z /A i/ x //� x X X 1- -- - _ - ( III O x x x% x x X X x x z x x /-' \\\ x x x x x \ 1 'x x- x -w .x. \ z x z x} NIX x x \\ I U X/ X x x X z x /x x x x X x X X x z / \ x x x x x x �\ x x /, �- _ xx �xr x x x x x Illx x x E- x (* / N x x x x x x/A x x x x x x x x x x \ I X x x x x x x x\�R x x x x x -r_- w'x x x x x x Rllx x 1 / PP x x^x \x x z� L/ I--____ / x ld / Ml x% x x x x x% x x x x x x x x x x x \\ i x x x x X X X x x\x X x x x x x x .� k-x'x-V`-x-` x Willx x Ix I / <`-)- -x \ x% x/ �( xIx X x x x X �x x x x x x x x x x x x \ -, / x x x x x x x x x x X-N, % x_% x�vR �. x x x x x x IIx X ' x x x x x x a x-xxx\I \r >i // _ U X A x X / \ `\ X X /x P% z/ x x x x x xIx x x x x x x x x x x x X x x X x x X X x X x x z x x x x x x x x x >< - 411 ' l x x x x x x x x x x x Sr,\ x z� - x,x- ' k x z x x x x l x x x X x x z x x x x x x 11 I I11 O f x x x I x x x x x x x x x \ x __- // x x x x x x x x x x x x x x x X x x z x x x x x x x x x �x \ X x x x x x x x /x x x& x z x x x x l x x x x x x x X x X X X X X x x X X x X ,x X% X X X X% X% X x x-x 'k-w Z L I X/ \ // I Ix x x x x x x x x z z x x%�__� x \ 1 1 / i 1 p I X x X X x x x x x x x jK\�\ \- .x -' x Ate' x x x /x x x x x x x Ix z x x x x x x x x x x x x x X x x x x x X x X x x X x x x x x X x x x x X x x X x x x x x X x x x x x x x x x z A'\tA\\\x \ III I I I x X / x x X x x x X x /v x x x� \ \R��` x x ,f x x x xIx x X x x z x I' x x x x x x x x X x x x x x x x x x x X x x z x x z x x x x x x x X x x z x x x x x x x x x x X x x x x x x x x x X x x x x i x % z x X X X X x 4, x x x x x / s / / x� �- x''X ' x x x x x xlx x x x x x xllz� x x x x x x x x x x x x x z x x z x x x X x x x z x X z x x x x x x X x x x z x x z x x x x x x x x x x x x x x x x x x x x x\\y\R\ 11 I -yl / < x x1 JJxJJJ��� x x x x -,C x x x x x x x x z / x X x x x x z 'y X x x x x x x P x z x x x x x X x x x x x x x z x x x x x x x x x x z x x x x x x x x x x x x x z x x x x x x x x x x x x x x i X X x X% x% x x X X x X X X x X X / V' X x x x x x x !� x x/x x x X x x x x x//A( X x x x x x x .H', x x x x z x x x X x X x x x x x x x x x x X x x x x x x x x x x x x x X x x x x x x x x z x x X x X x x x x x x x x x x x x x I w / 1 -iR X x x x x x X x x x x X x x X x x x x M x x x x x x x x �( z x x x x x x x rq x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x X x x x x X X x x x x \ /' x x x/x x x x x x z x x x x x x x x x xiC X x X x%% X X%% X X% X X X X X xix x x x x x x z x x x x x x X x x x x x X x x x x X x x x X x X z x x x x x x X x x x X x X z x x x x x X x x x z x x x x x x x 1 / x x xlx x x x x x x x z x x x x x-r z x x x x x x z x x x T/x x x x x x z x x x xlx x x x x% x x x z x x x x x x x x x X z x x x x x x x x x X x x x z x x x x x x x x x x x x x z x x x x x x x x x z x x x x xljx \\\ lh p/ ^T x x x x x X x z X x x X X X,_[ x X x z X x x X x x x x %//x x x x x x x x x x x %�X x x x x x z x x z x z x z x x x z x x x x x x x x x x x x x z x x x X X x X X X x x X x x X x x x x x x x x x X x x X x x X xllI� x x x x x x x x x x x /! x x x x z x x X x x x x x x xr/x x x x x x x x x x x x xIx x x x X x x x x x x x x x x X x x X x x x x x x X x X x X x x X X X X ,x X% X X x x X X% X x x x x x x X x x X x x x x x x x�6U xl 1/I Z /f aNIL x x/x x x x x x,n-x x x% X x x z x x x x X x x X x/z z x x x x x x x x x x x x Ix z x x x x X x x X x x X x x x x x x x x x x x x% x x x x x x x x X x x X x x z x x x x x x% % x x x z x x x x x x x x x xll>� XI x Ij 15 ql x» /x-x...%-k-x x x x x x x x x x X x X z x x x x x x /z x x x z x x z x x x x x x x Ix x x x x x x x x x x x x r ,EXISTINGCANOPYAREA"A" %`xxxXx"XXxXXXXXXXXXX° XXXXZXXKXXXXxxxx)A, K ll �a� � III\ x j x/x x x x x z x x x x x x x x x x x x x z x x x A( x x x x x X X x x x x x x x x Ix x x x x X x x x x x x x / 111 / TO BE PRESERVED x x x x X x x X x x X x x X x X x x X x x.� X X X X X X X X X X X X x X X xl l'r• I'( X i/li I i x/ x Ix x x x x x x x x x z x x x x x x x x x z x z x X x x x x x x x x x z z x x x x Ix x x x x x x x x x x x x> •§ q l Ix / X x x X x x X X x x X X x x X x x X x x x x x x x x x x x x z x x x x x I I I 7Q X X X X X x X X x X X X X X X X x X X x x X/ X x x x X X x X X x x X x X% X% Ix X% x x X x X X x x% X, 221,120 SQ. FT. X x X X x x X x X% X% x X X x x X x x x x x X x x X X x k/)x/X x I'-'-1 xIx x X X x x X x X X x x x x x x x x x x X K/z x x X z X X x X x x x x x X x x XIx x x x x x x X x x X x x X x x x x X x x X x x% x X X x X x x x x x X x x x x X x x x x x% x X x x X x x x x x X x x z x x// W E-I i x X A x x x E-I W / I 1Ac=/ z x x x x x x x x x x x x x z x x x x x x/M x x x z x x z x x x x x x x x x x zlx x x x x x x x x x x x x z x x x x x x x x x x z x x x x x x x x x x x x x z x x x x x x x x x z x x z x x x x x x X x x X/X x X x // l ,q, \\ x x x X x x x x x x x x x x x x X X x x x% x x x x x x X x X x x x x x x x x x x�X X x x x x x x x x x x x x X x x x x x x x x x x x X x X x x x x x x x x x x X X x x x x x x x x x X x x Q k\x x x x x x z X x x X x x x X x x x x x X/X x X x x x x X x x x x x x z x X x x xIx X x x x z x x X x x x X x x x x x x X x X x x x x X x x x X x x X x X x x x x x x x x X x X x x x x x x x x x x x x x x/ff//�R x x x �// / 5 rITlI I�) ♦ gy % X X X%% X%%% X X% X X X X % X X X X% X X% X XXI\x x x x x x x x x x X x x X x x z x x x x x x x X x x X x x z x x x x X x x X x x x x x x x x X X x X X x X z x X x x X/x///X x x \x Gx x x x X x X z x x x X x x x X x X//x x X x x x x X x x x X x X z x x x x X x x x x X x X z x x x X x x x X x X z x X x x x x X x x x X x X z x x x x x x X x x x X /// •L x z x x x x x x x X x x z x x/ql/k� x x x / O E- L II x% z z\x x x x x x x x x z x x x x x x x /x x x x x x z x x x x x x x x x x z x x x x x\.� x x x x x x x z x x x x x x x x x x z x x X x x X x X X x X X x z x x X x x x x x X x x X x x x x x x x x x x X/x/'''!!( k x xCI I,I x x x X x\\ X% X%% X% X X% X% x X % X% X X X X% X X X x X% X X X X X X x X x x\\ x x x x x x z X z x x x x x x x x x x x x z x x x x x x x x x z x X x X x x x x x x x x z X x x x x x x x x w/S!/� x x x X\A x X x X x x x x X x x x XA x X x X x X x x X x x x X x X x x x x X x x x X x\x X x x x x x x x x x x X x x X x x x x x x x x x x z x x x x x x x x x x X x x - X �; x x x x x x x x X x X i)t/ x x , % X �/x X x% X X% X X X X X X x X X/x % X x X X X X X X X X X X X X X x X X X X x X X x% %_�, x X X x X X x X X X X X X X x X X x X X X X% X X x X X X X X X X X X X% -- / _ x x x R'vR-` x x x x x /Y// Ai /X x M�II x\x x x X x x x x x x x-x x x x x x x /x x z x x x x x x x x x x z x x x x x x x x x x X x x z x X x x x x x X z x x x x x x x x x x z x x x x x x X x x x x-iX-x-z x x x x x x x x\m� x x ,k x x x x s --- H Imo' nx--x_x-x--k x - I'-x x x x x x z x x x X h K x x x x x %' x 'k X x x x x -- / \ x x x x x x / / W °/ X x x x x x X x x x 3-x.-2R-x x x x x x z x x x x x x x x X x z x x x x x x j1 x-x x x x X x x x x x x �u x//,R/ i cx x /� X x // I x x 'Y x x x x x z x x x x x x x x x x x JM_xxxxx_1L �_x. x-x x-x x x x x x x x x x x x z x x x x x x x x z' X x x z x x x x x x x K x x x x x x X // F LJ W / I _ -- - - x" x x x x x x x x x x x x x x x/Jl/k/x x z ///� E r, �� E� x x x x% x x x x x x Tt-x-lR_x x x x x X x x x-x x x x x X x x x x z x x z RZ-Tt-cam-R- x X x x x x x x x x x x x x x-ii-x x x x X x% x x x x x x x x//i/y./x x x ///j W a I -I X x X -- x A x x X x x X x-x--X_lL x x x-R'vt-x x x x - _ - x X% x x% X X%-I-T( JC-K-%-%--X-IL 3_Y Y_I(_X__X_z_x X X X% x X x X %�%Xi(-F�r�-x-�-JC pT!1P X z X X z K/// 'X x X /// E- /' '/ /� / fU N E- x x x %11 �/ x x x x x X x x x x z z x-z'x-x.x JL _x x x x x% z x x x x x x x x x H x x x z z Y-x -x--x-x,� x\; z Xx x x x x x-x-�R xxxx - -x X x x x x x x-x-X-x-X--z_xx x x_x_ x x x x x x x-Ci -x- /' \/1 /x x x x i i/ U W z->t-RA-%-.1«-x-�c_X_1_x X x x x x x x z-r -X- xX__x�Rx!_�5-'X/x x rJ / x x x x x x'x x-X-s- _x x x x x ill\ X x x / K X X X X 4I1X X ; SHEET NO. C-306 EXISTING CANOPY AREA A DETAIL LANDSCAPE NOTES: 50' 0 50' 100' 150' SCALE: 1" = 50' 1. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' SPACING AND 30'-40' HEIGHT. SCALE: 1"=50' SHEET 18 of 25 I I I 1 iy TMP 77-4OC2 JACKRABBIT PARTNERS LLC. DB 3155-18 ' ZONE LI USE: DRY CLEANERS AA ' t��81�7651 /K�� v C'� EX. VARIABLE WIDTH FOREST AND OPEN / SPACE EASEMENT �\ DB 5198 PG 45 A PORTION HEREBY _ VACATED EX. VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT DB 5198-45 TMP 77-4oB ELEMENTAL ECOTECH, LLC \ - — DB 4796-325 14.0617 ACRES ZONE., LI USE., VACANT \ \ \ a CO. o � \ 4\ \ TMP 77-40M H5, LLC cP DB 5033-635 \\ ZONE: LI ��y, USE., DIST. �> 'S'.' WAREHOUSE \\ i?y U\ a \ \ EX. VARIABLE WIDTH FOREST AND OPEN ZS SPACE EASEMENTDB 5198-45FIARLOTTESVILLE \TMP 56-87.1LTON, CONSTANCE RUST & SHIRLEYBOLTON WB 2013-163: !F E 172.00' _ IS 39°44'S4" E 199.67' S 57°03 5 LANE !F MOO CREEK 1� (PR(VATE) S I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I TMP 77-40N TREM COMMERCIAL RENTALS, LLC DB 2893-653 DB 907-684, PLAT ZONE: LI USE. STORAGE WAREHOUSE TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 a1 DB 616-135, PLAT 360 ZONE., LI USE., VACANT TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE. LI 1 1 1 I 1 I I 1 TMP 77-4OC2 JACKRABBIT PARTNERS LLC. DB 3155-18 ZONE: LI USE: DRY CLEANERS \ \d EX. VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT \ DB 5198-45 \ \ USE., VACANT \ \\ a o bIF \ °' CP W \ \ \ TMP 77- \ RIVANNA WATE \ m \ TMP 77-40M \\\ H5, LLC �P DB 5033-635 \\ ZONE., LI USE: DIST. WAREHOUSE \\ „ „ TMP 77-40B ELEMENTAL ECOTECH, LLC DB 4796-325 14.0617 ACRES ZONE. LI r USE: VACANT \ \ AUTHOR)\ z a DB 565- n \\ DB 331-554 , to ZONE: � EX. VARIABLE WIDTH USE: VA FOREST AND OPEN \ \ \ \ \ CHARLOTTESVILLE \ \ TMP 56-87.1 0LTON, CONSTANCE \ TRUST & SHIRLEY BOLTON 235.33' WB 2013-163 It ul I EX. VARIABLE WIDTH` CO I FOREST AND OPEN SPACE EASEMENTS DB 4935 5 PG 90 O 4. c.• I 1� 1 i �v m N 57 v ` DB 4935�PGJ90` IPORTION HE7EB� VACATED - - S 39°49'54" E 164.28' S y O w O � EX. VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENTS DB 4935VG90 s 4 E I TMP 77-21 679.91' RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 ZONE: LI USE. DVACANT W 20 w rn� I o0 TMP 77-40 54" E MARTUC LLC w S67°03' I D.B. 3847,Pg. 332 N ZONE. LI m USE., DIST. WAREHOUSE o I rn m °03' S4" W Ay6\ EP 1 I I I I I I I I I I I I I I I I I I I I I I 1 I \ I I I I I I SPACE EASEMENT DB 5198-45 172-00 S 19044'54" E 189 67' !F S CREEK LANE 1I00R (PRIVATE) I I I 1 I I TMP 77-40 I MARTUC LLC D.B. 3847, Pg. 332 ZONE: LI USE: DIST. WAREHOUSE I°03'54., W TMP 77-40N TREM COMMERCIAL RENTALS, LLC DB 2893-653 DB 907-684, PLAT ZONE. LI USE: STORAGE WAREHOUSE \ \ \ \ \ \ TMP 77 38B TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE., LI USE. VACANT \ \ \ \ \ \ \ TMP 77- RIVANNA WATE] AUTHOR. DB 565- \ DB 331-554 ZONE: USE. VAC \ , , EX. VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENTS DB 4935 5 PG 90 i� i / sv N 57 - •J , S 39*44.541, E 164.28' w N1 rn 0 rn 54,. E 11 I V EX. VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENTS DB 49_ 35 PG 90 w h EX. VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENTS DB 4935\ PG 90 > V C S TMP 77-21 679.91' I RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 ZONE: LI USE: DVACANT n CO °O b 52011'03" E � N J_ 2 ¢ oM ~ O J z J r Z O J p CO WW 0 o0 C\2 � O O x z O ca z w z w U Q Q LJ z r� aaC\2wo)o '. C'2 W W Q ��va�z �D � a \ J W E-W M * M O .z W.4O Z Z 0- g z nn4 z W w x � z W�a z 0 O a y♦ rW J z 12, oz W W co <i RECORDED EASEMENTS & EASEMENTS TO BE VACATED SCALE: 1" = 50' 0 50' loo' 150' I % 21 RECORDED EASEMENTS AND NEW EASEMENTS mmmmmmm" -40 SCALE: 1" = 50' SHEET NO. 50' 100' 150' C-400 SHEET 19 of 25 I I I 1 1 1 TMP 77-4OC2 JACKRABBIT PARTNERS LLC. DB 3155-18 ZONE LI USE: DRY CLEANERS G PGG�SS� 113 BPS 6�6 / 00 �gp P l4R`v P,��l p / a� \ a CO cr o \ 0 0? \ \ \ a7 \ a \ z, z H \ \ HARLOTTESVILLE \ TMP 56-87.1 \ LTON, CONSTANCE RUST & SHIRLEY \ BOLTON 11 WB 2013-163 I I I 1 1 I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I �E EX. VARIABLE WIDTH INGRESS, \\ EGRESS, CONSTRUCTION & UTILITY EASEMENT DB 4797-416 \\ TMP 77-40M H5, LLC cP DB 5033-635 \\ ZONE: LI USE., DIST. �> > WAREHOUSE \ \ „ TMP 77-40B ELEMENTAL ECOTECH, LLC DB 4796-\ >4.4.06>7 ACRES " ZONE., LI a USE., VACANT \ VARIABLE WIDTH PRIVATE & ACSA ACCESS EASEMENT DB 5198 PG 30 A PORTION TO BE VACATED EX. VARIABLE WIDTH PRIVATE & ACSA ACCESS EASEMENT DB 5198 PG 30 t �. / EX. VARIABLE WIDTH 121.5 / PRIVATE SIGHT IF DISTANCE EASEMENT 172.00' S 39°44'S4" E 199.67' !F S CREEK 4LA14E MOOR PRIVATE) vi X. VARIABLE WIDTH PUBLIC w rn EX. 20' PRIVATE I ACCESS EASEMENT o0 o MAINTENANCE ACCESS DB 331-549 °' EASEMENT s DB 4935 PG 90 I TMP 77-40 E I MARTUC LLC w S57°03'54' D.B. 3847, Pg. 332 g6,00' ZONE: LI m USE., DIST. WAREHOUSE o I rn o 0 t=y N 57'03' 64,. W I162.00' I ti5 L S 39°44'S9 E 0`�O� AA TMP 77-21 RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 ZONE: LI USE. DVACANT RECORDED EASEMENTS AND EASEMENTS TO BE VACATED SCALE: 1" = 50' 679.91, \ \ \ \ \ TMP 77-40N \ n TREM COMMERCIAL RENTALS, LLC \\ a DB 2893-653 DB 907-684, PLAT ZONE: LI USE. STORAGE WAREHOUSE i i i / TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 x DB 616-135, PLAT ZONE. LI 'J�o USE., VACANT \ O� N. \ \ \ ZRIVANNA \ WER AUTHORITY \\ DB 768-277 TMP 77- a1 DB 616-135, PLAT \ RIVANNA WATEI 36.0 ZONE.• LI AUTHOR, USE., VACANT \ DB 565- DB 331-554 \ ZONE. USE: VAC \ \ \ , \ i �I .O �07 gyp, P N 1 1 - - 1 1 II I TMP 77-4OC2 I JACKRABBIT PARTNERS LLC. DB 3155-18 ZONE: LI USE: DRY CLEANERS �c�S� 'Rro 00 gpP�441v P��l / e l / \ w r i7z n to H \ ARLOTTESVILLE \\ TMP 56-87.1 TON, CONSTANCE IST & SHIRLEY \ BOLTON WB 2013-163 I I I 1 I I I I I I I I I I I I I I I 7 EX. VARIABLE WIDTH INGRESS, \ EGRESS, CONSTRUCTION & UTILITY EASEMENT DB 4797-416 `a \ TMP 77-40M H5, LLC DB 5033-635 ZONE., LI USE. DIST. WAREHOUSE TMP 77-40B ELEMENTAL ECOTECH, LLC DB 4796-325 14.0617 ACRES ZONE. LI USE: VACANT NEW VARIABLE WIDTH - PRIVATE & ACSA ACCESS EASEMENT EX. VARIABLE WIDTH PRIVATE & ACSA ACCESS EASEMENT DB 5198 PG 30 �. / EX. VARIABLE WIDTH / PRIVATE SIGHT DISTANCE EASEMENT 172.00, S 39°4q'S4• E 199.67' !F S CREEK LANE _ 1IOOR �PRIVATE� �EX. VARIABLE BLE WIDTH PUBLIC ACCESS EASEMENT DB 331-549 TMP 77-40 MARTUC LLC D.B. 3847, Pg. 332 ZONE: LI USE: DIST. WAREHOUSE 39044'54" E 50' 100, 1.50' I % 21 RECORDED AND NEW EASEMENTS FE -401 SCALE: 1" = 50' N 57°03154" W 1162.00 TMP 77-21 RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 ZONE: LI USE: DVACANT (PRIVATE) 679.91' lr TE) — NEW VARIABLE WIDTH PRIVATE & ACSA ACCESS EASEMENT A �<'P � N J ` \ ~ O Z J r Z p 6 \ \ x O J CO wwo0 e z \ x O � U) x \ z a w \ as O m u z w w z U Q � x W Ll LJ \ , \ TMP 77-40N \\ a O TREM COMMERCIAL RENTALS, LLC DB 2893-653 O DB 907-684, PLAT ZONE. LI Z o OU USE: STORAGE WAREHOUSE ` W N W 00z Fp- Fi--I-I 04 g a, / p CJ d' \ TMP 77-38B �4 Z RIVANNA WATER & SEWER n F-4 \ AUTHORITY DB 768-277 Z DB 616-135, PLAT w ZONE., LI 6 USE. VACANT � O / O N O� N EX. 20' PRIVATE c o MAINTENANCE ACCESS EASEMENT DB 4935 PG 90 54' TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135 PLAT ZONE: LI USE: VACANT 52011'03" E \ \ \ \ \ \ TMP 77- RIVANNA WATEI AUTHOR. DB 565- \ DB 331-554 ZONE: USE. VAC \ \ \ \ O'6 'co O� 7 N 0 W Q CO Q 0 z 0 E-- a L) CJ W Ll N w�a E~ z w � E� zv) W z w W I --I ,4 E-I 0. w E- W E w -- .Wl F, E- F O F W x a, x rn SHEET NO. 15D' C-401 SHEET 20 of 25 I \\ 1 \\ I \\ 1 \\ \\TMP 77-40C2 JACKRABBIT PARTNERS LLC. \ \ \ DB 3155-18 \\ ZONE: LI USE: DRY CLEANERS \ \ AA \\`1810 61 ZgE \\ \ Q' TMP 77-40M EX. RWSA WATER EASEMENT H5, LLC DB 4673-132 moo° D ZONE: LI35 \�\\ may. USE., DIST. \\ WAREHOUSE •\\ EX. RWSA WATER EASEMENT DB 5177-1 EX. 20' PRIVATE STORM \ \\ SEWER EASEMENT \ DB 4935-90 TMP 77-40B \ ELEMENTAL ECOTECH, LLC \ \a DB 4796-325 14.0617 ACRES \ ZONE: LI USE: VACANT \ \ \ \13t� H \ \ FIARLOTTESVILLE \\ TMP 56-87.1 \ LTON, CONSTANCE RUST & SHIRLEY \ BOLTON 11 WB 2013-163 I I I 1 I 1 1 1 1 I I 1 I I I 1 I I I 1 I I I I I I I I I I I I 1 I I I -71 a TMP 77-40N TREM COMMERCIAL RENTALS, LLC DB 2893-653 DB 907-684, PLAT ZONE: LI USE: STORAGE WAREHOUSE 1 1 - - I 1 I 1 1 I 1 TMP 77-4OC2 I JACKRABBIT PARTNERS LLC. DB 3155-18 ZONE: LI USE: DRY CLEANERS AA HW1� 6� �g S �\ �gpP 14g1`� P�EI m o\\� EX. RWSA WATER EASEMENT \ DB 4673-132 - EX. RWSA WATER EASEMENT DB 5177-1 i / TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 x DB 616-135, PLAT ZONE: LI USE., VACANT \ O� N. co en / 20' ACSA SANITARY SEWER EASEMENT = A PORTION TO BE RELOCATED EX. 20' PUBLIC / o DRAINAGE EASEMENT DB 5198 PG 30 y TMP 77-38B RIVANNASEWER A PORTION HEREBY VACA D / AUTHORITY DB 768-277 DB 616-135, PLAT 360 ZONE., LI 20' ACSA WATER EASEMENT USE., VACANT A PORTION TO BE RELOCATED �56 _ aA9 _ - S EX. 20' PUBLIC /•'' \ DRAINAGE EASEMENT EX. 2R ACSA EX. RWSA WATER EASEMENT SANITARY SEWER .\ \ DB 5198 PG 30 � � EASEMENT DB 5177-1 /''/' \\ 20' ACSA SANITARY /. \. I \ SEWER EASEMENT DB 5210-304 20' ACSA WATER EASEMENT 52,12,04° E \ \ \ \ \ \ \ \ TMP 77- RIVANNA WATEf AUTHOR, DB 565- \ DB 331-554 \ ZONE: USE: VAC \ \ \ \ \ \ 121.52 235.33, .. \... EX. 20' PUBLIC DRAINAGE EASEMENT �-- \ DB 5198-30 S E 172.00' S 39°44'S4" E S 57°03 5 LANE __� EX. 20' PRIVATE 199.67' IF ORES CREEK / MO (PRIVATE) __�'EX. 20' PRIVATE -STORM SEWER /STORM SEWER EASEMENT `' EASEMENT DB 4935 .G_q0-'" 'c'3 DB 4935 PG 90 c /) A PORTION HEREBY E 01 EX. VARIABLE WIDTH EX. 30' RWSA / SWIM FACILITY EASEMENT SANITARY SEWER RWSA / SANITARY SEWER �,' / / DB 4935 PG 90 EASEMENT I EASEMENT HEREBY VACATED DB 342-197 % DB 342-197 TMP 77-40 MARTUC LLC /' / w S67'03' S4" E I D.B. 3847, Pg. 332 0' / ZONE: LI m q6'0 USE: DIST. WAREHOUSE ' sv i / O / °03' 64„ W ro a I / N 57 °^ Cti / 162.00' / h S 39°44'S ''E / ' 164.28' i i i / / ' w i o / % c s APPROXIMATE / LOCATION OF 30' SAN SEWER ESMT DB 1091-340 ; / EX. 20' DRAINAGE EASEMENT ; a5 �.., DB 526-576 (CITY) �..._..._..._..._..._..._..._DB 1051-235 �35°34 TMP 77-21 679.91, 1 RIVANNA WATER & SEWER AUTHORITY , // ��° 6`1 / A5' D.B. 3594, Pg. 660 EX. 20' DRAINAGE EASEMENT ZONE* DB 3594-664 USE.DVACANT 52011'03" E / 9.43 � / 1 / I I r 9'4 ' -4 °, N tn N NEW 20' PRIVATE DRAINAGE EASEMENT n H \ ARLOTTESVILLE \\ TMP 56-87.1 TON, CONSTANCE IST & SHIRLEY \ BOLTON I WB 2013-163 I 1 I 1 I i I I 1 I I I 1 I 1 I I 1 I I 1 I I cz; NEW 32' PUBLIC DRAINAGE EASEMENT / \ \ \ \ \ \ \ \ TMP 77-40M \` H5, LLC J' DB 5033-635 ZONE: LI oozy. USE: DIST. \ \\ WAREHOUSE\ .. \• \\\ / EX. 20' PRIVATE STORM \ \\ SEWER EASEMENT \ DB 4935-90 TMP 77-40B ELEMENTAL ECOTECH, LLC DB 4796-325 TMP 77-40N TREM COMMERCIAL RENTALS, LLC DB 2893-653 DB 907-684, PLAT ZONE LI USE: STORAGE WAREHOUSE \gyp O 5O � NEW 20' ACSA -`: ....... 00 WATER EASEMENT 0 4 NEW 20' ACSA ��--0�7 SANITARY SEWER �? ����... O o\ EASEMENT 0 �7 �'. \O O 0 0� _ p00 { 0 \ `rIV coNEW 20' ACSA O 9. o _ - 0a �00 O O. 0 O NEW 20' PUBLIC SANITARY EASEMENT SEWER /// o DRAINAGE EASEMENT O EX. 20" PUBLIC DRAINAGE EASEMENT EX 20' ACSA DRAINAGE EASEMENTZ_77� SANITARY SEWER - EX. RWSA WATER EASEMENT /'' \ DB 5198 PG 30 EASEMENT DB 5177-1 \ 20' ACSA SANITARY � � � \. \\ �\ � SEWER EASEMENTDB 5210-304 20' ACSA WATER EASEMENT `. \ -12,04,E E / ° EX VARIABLE WIDTH \ 21.52,,._EX. 20' PUBLIC SIGHT \ \�-IF ,\ � N J ~ O z \ \ J 6 r Z p x 0 Y 0 0 egg v / ' o z / \ 0O z \ O z w w Cz7 U \ Q�x w \ Ll LJ \ z \ \E. '. N CQ N O U \ G-1 2W / NN F� mz W a ' W w Ik E--E �wOO x Z aga ' TMP 77-38B �4 Z RIVANNA WATER & SEWER n F-4 AUTHORITY DB 768-277 Z DB 616-135, PLAT W ZONE: LI 6 USE: VACANT � O / co O N. ey, / TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT \ \ \ \ TMP 77- RIVANNA WATE] AUTHOR. DB 565- \ DB 331-554 ZONE: USE: VAC \ \ \ \ DRAINAGE EASEMENT EASEMENT DB 51 8-30 -� i' 172.00' —...—. S 39°44 54" E $ 57°03' S LANE - k14 199.67' IF OGRCREEK -� M (PRIVATE)__- EX. 20' PRIVATE / STORM SEWER EASEMENT `'' DB 4935 rn / - o W V EX. 30' RWSA rn I EX. 30' RWSA / C A LEA H T SANITARY SEWER SANITARY SEWER \ / EASEMENT I EASEMENT \ `� DB 342-197 / DB 342-197 TMP 77-40 / '' MARTUC LLC ,'� / w S67-03 54 E / I D.B. 3847, Pg. 332 / .' N1 0' ZONE: LI ' rn 46.0 / USE: DIST. WAREHOUSE ' o N 57°03154., W / / 162.00 / ti6 ' 3 / S 39044'5' 'E S 0� 6Z AA ' 164.28' , l / / w / o w / o Oko cq M t+7 � APPROXIMATE , LOCATION OF ; 30' SAN SEWER ESMT DB 1091-340 ; / EX. 20' DRAINAGE EASEMENT ; p5 �.. DB 526-576 (CITY) �..._ _..._..._..._DB 1051-235 TMP 77-21 679.91' ...—....... .... _ l RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 EX. 20' DRAINAGE EASEMENT ZONE: LI DB 3594-664 USE: DVACANT / ' 52011'03" E 9.43 � / 1 I s ° an O x � ZO W E-� (2 E~ �El <�Z W ti H F F W RECORDED EASEMENTS AND EASEMENTS TO BE VACATED SCALE: 1" = 50' 0 50' 100' 150' I % 21 RECORDED EASEMENTS AND NEW EASEMENT PLAT -40 SCALE: 1" = 50' SHEET NO. 100' 150' C-402 SHEET 21 of 25 I W20-7 wF ,p♦.� r7T mAvr pia \ / W20-t C rn ° t% f? x EDGE dF EY PpVE{EEMT •� - / :A;' G�`EIiM.N2J 14 i'£LO) W o In m ° >Lr'S, ,• Y'� JJ -0'VOif Yfi(r f ,,`r-' ,/ O i t/'C�SIM ,• Ell15719G ASPHKT L&YERS flNflr�_ L. a1k'.ol' _.:LrcS .0 •� T11 n m -. V Q � p r�r / 6 1\ - E:9S1R�: 9.lOarSE pac r c::as n;': �%\ \ C W o .~i � x � F \ f __ ....__...,r� FLAGMEN TO BE PROVIDED AS FLAGGER 't _ - $ ;d `�\ '�` AGT sYEaRroE NEEDED TO ENSURE SAFE STATION /' �� r O � o W W >1 >" At INGRESS/EGRESS FOR /'9� '' s\\ / Ct�3?R "Ok JOINT DOTAL z Q U z r� ra CONSTRUCTION VEHICLES /�0� .' `, �. MMOYE i%SxY •ASPAMk T rATENS Tff'fX STM ° SOOBASE AN 7.REP ACE WR P3tl105ED -AS Y DFM 6 uYF L4, G20-2 / SN PMookebwwampIY=�R +t,�r4tK rPH T rsz *t 07 � Q W z W x 2\ �/[`,\\ �'Y TO RPUT THE FULL ?WKW;.4s OF EAIV" 45)++W.T:.t4CRS Q w U �N yJ el 0. / / V 1> .. I. ASPI00 NAVENIM WIDEKW SMALL R" A RAVID'"T OESIGN YL AGC°MMM WITH CURRENT VDDT PROMAKS AW OE 4 4 WVEP SY: THE Ew"PER:. *R AG PAVENEPi( Vpk PLC'-aWl yet' (O THE OEPRtS Ui1 TYI+ffip: OF `INe LSYYRSf OP E%^i7WC PAVCb>EtiT: sLlivLv+F'n�RTia� THc' x iac FRD?Q' reevEmtENT`§tb)L CfE.AtlDRF'SSCu-)N,-Tnt PAVEMEnf OEW.N. a e V� ps�{�E T $F N.it�7 iriMg1 TUE MJA%% !I X* 4 6AW'r*, AE{F TMK rM M0, iA 83 Oi' MnNG:� SPPAGU SPA 500' T T. ' e a,Opt. � Y. r JA�ENT . TR "If 7.AAE -9Ma.i EB! A 0Fp7N,t i AN} FA O WRN A/F A�fWT 9f7��'44l(N3'I; %T4: %4T04, V* z � /� rARdbsEn wNt'DWNf"WMWlWO7:�St��pt.'A'..0 `cWK6E. �'N'NVEO. ev ETCsr t'R' - �T.:V OE AOJUS.XfA TG AG Y5.;43 a CtPTM�5E PAYGKN{..491dOS Hu0A4, QP�T O a N 8. E%Fs?INPi PAYEAEM7 Y/WgM65' tY10 f¢AAIffRS Wf" 1HZ fVA, }"i 4,1013 10¢ L OE RESY(IWD &"CT 70 1 . A°PROWAL (k� 77 ENC�t�ER /\ O�� j n /"T w O � F- 7. nkAL T, P T16 TO T 1 aP Tt£ TtaNs r THAr i MILLING 2' / \ gj Aee,.•emnrsu�e'�Po"amr++wu""•,casxxm,s`Tr°a � j ✓' .• E N Z r o �' �� rn \ 33028 �+ Q� W a00 > co Q \ ass �r < ASPHALT PAVEMENT WIDENING W" \ _ _ ♦ , 1� STOP ♦ \ /\ \ \/ RUAO W aRIDCE StAPIDMUs ♦ / \ G� I ONAL � w F w W �i�•+ FO z0 �. -' S� \ I \ \ �- si+eE7 i aa. 1 REYmrati OATe FAR WIDENING SUBJECT TO TRAFFIC ,.am \ 303.02 YIRG"sA OERARTNttR �i iRANSPCRTATRYV \\\` ` \\ WW20-7 \ \ Fy ay �� I \ \ `\ ` 1 WP-2 DETAIL,__ W ,' \` \�" �♦ i �4°� S `� ��\`` �,\ , °° %> -' \� S'18 NOT TO SCALE 0. O z .\ \ FLAGGER 1 r SF \ ' \ \\ / STATION 2-STORY \ �� \ s \ ��# (25,2W SF) \ ( v �j'\✓ \ O / ♦ FF=105.0 / �, 12 \ FLAGMEN TO BE PROVIDED AS eF.3so0 SF g �� �\ 2-STORY Z C � o L5 W A 9 NEEDED TO ENSURE SAFE W20-1 \y (sraRr ' / i � FF.3ss.O (n.soo 50 �' - fiF-367.0 , INGRESS/EGRESS FOR \ O ,° , ` ' a� `\' \ 5 i- m CONSTRUCTION VEHICLES - - - I A 1 ' 5,800 SF 5 2-SrOKY b W (11.200 SF) / �\ dgIr - OF=3720CCCC�'\.: / FF=386.0 . �� O y�4� / I �G i C GZ_7 C/ •t),' 9A gi a 45 WRY / t \\j t ` ago SMN (tiA00 � f y,` 6q .. .. . ff=372.0 / ( ce 3,200 SF 6 357.0 / I I"� 2-STORY .' 2275 SF j 1 '. \ (6,400 00 \ 2-STORY 365.0 \ br 8 (67.0 SF) , GENERAL NOTES FF-357,D m ` �.°"° .. 7-3sso `\ \ 2-STORY \ 0 . 1. TEMPORARY LANE WIDTHS SHALL NOT BE LESS THAN 10 FEET. �- - 2-SO SF 2 \ ' \� \'. (3.B00 SF) V • T' ' Y . 1l\ Z Q C U e 1200 SI G 2. BROADWAY STREET AND MILLS CREEK LANE TO REMAIN OPEN THROUGHOUT THE \ \ 2-STORY 7B7 FT-376.0 • `OP �"' \ 1 n'o ENI1RETY OF THE PROJECT. �\ \ � ,�' � BF-38i.0 : � , ; 40AOIIIG,5PAG(•:+ / �. U i .. \ �J rn A '���•-r+. C) 0 3. MEASURES SHALL BE TAKEN TO ENSURE ADEQUATE SIGHT DISTANCES DURING \\\ 2eR CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION _ -! - 5 .. MATERIAL STORAGE OR ANY OTHER OBSTACLE WILL NOT BE ALLOWED �:� �� + 4,700 EQUIPMENT, �� '. FF-Yii.O 2-STORY err i \ /�:"• '•'•v i 2-STORY .' ,,,, .(,i♦ 3,600 SF / �. ✓ DISTANCES AT ENTRANCES FOR THIS PROJECT. \�\ \� wD ' ''' 3R , % TO INTERFERE WITH SIGHT w (s, „ q RF-337.0 (7200 sF) �! P• iGi 4. EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED '.\ °m © Q .. -'-' ,�-' _ �- \\ Z Z CS 00 Y•� _ / CLEAR ZONE OF EITHER LANES. \\ \ (9,00D 2-STORY `TxY35"' 2410FIY / i" ®r r �r \ (9,000 SF) .. LOADMG SPACE' -.: _ •, �"T2.r�• ,-� (4.4W SF) _ FF=36SA \, lt(K�C.j_ FF-353.o (.!/ 5. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION, \\ \� OF-358.0 ,,. �1 / / n �0 • li Ni a � REVISION 1 - JANUARY 1, 2015 VIRGINIA WORK AREA PROTECTION MANUAL. ;,- :. � _� - \ * (� 6. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE PAVEMENT �. \ sR01 / �" p-+ � R SHALL BE COVERED USING CONSTRUCTION PAVEMENT MARKING TYPE E 6. STATION , ' ' r MARKERS Z 7. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION `\` / �/ SUBJECT TO FINAL REVIEW AND ADJUSTMENT AS NECESSARY BY VDOT.TO1 8. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE Vlli� \ �' E-4STOP py eR�� `' t WITH MUTCD, LATEST EDITION. W20-7 \ \\ ` %� v J' TURF' so / • , ' s�� \ Fs W20-1 Q L G20-2 CW+ O -' MILLING 4' \ 1�-P' P�j F .14 C1z CID Exist. Exist. - ""lam FLAGGER Variable Width Variable Width FLAGMEN TO BE PROVIDED AS " "" " �'� STATION / / _ Z i� F-1 Z A \ C. Lane Lane NEEDED TO ENSURE SAFE \ ` / FOR , �1 Q W GRADE BREAK SHALL OCCUR INGRESS/EGRESS AT THE EDGE OF THE CONSTRUCTION VEHICLES % �{ / // ,�/ EXISTING THROUGH LANE. V® N�I r�-1 Z 7�1 z O 2„ SM 9.5A* L p �. i� H w J a 1 SEE wP-2 { .= DETAIL ABOVE �;: " ' � ,r� st ' / F z 8" 21-A' 6" BM 21.OA* !� / Section to be in accordance with VDOT Standard � � / / / COMPACTED WP-2 Detail and shall at least match the existing �� / DOM. PROJECT NO:IB.007 0 o INDEX TITLE: SUBGRADE pavement structure of Broadway and Mills Creek Lane -�'/, 95% COMPACTED � i f/ ��'' � SP18 z > 2 TYPICAL CROSS SECTION DETAIL FOR MILLING OPERATIONS �� ', / 0 30 60 90 120 iq 4-1 SHEET NO: 18 of 18 3P18 NOT TO SCALE 1 "=30' E� O z a W U1 z DATE: 5/08/17 �WW dZ z � �a W � z� APPROVED MAINTENANCE OF TRAFFIC PLAN 1.4 �oz w 0 Q� OIL FOR REFERENCE ONLY F a a O W o: P.Jul x SHEET NO. C-403 SHEET 22 of 25 395 390 385 380 375 370 365 360 355 350 94 -225- -- r` — — Y -rdSm f; fitftf3E__-- - 1 75 10+00 11+00 12+00 13+00 14+00 14 0 1 BROADWAY ST SIGHT DISTANCE PROFILE SP8 Horiz. Scale: 1"=30" Vert. Scale: 1"=10" _ -------------- ----------- - CO-_ __ __ P 350 34! 341 33! 331 32! 32( 31! 9 �WAy' STREW, N �or G rl EN,� _._._�'� _------_--. ram•.._ ------------ ---------------------- 390-- ---------------- -- - 1 __ _ -a--------- a r O' - e c -mod r 2 BROADWA'. SP8 Scale: 1"=30" 3 MOORES CREE' SP8 Horiz. Scale: 1"=30" Vert. Scale: 1"=10" 4 MOORES 1 SP8 Scale: 1"=30" — EXISTING SIGHT DISTANCE EASEMENT DB 907 PG 682 50 15 E0 55 50 ?5 ?0 _. ! i1 � s$ --' ''J TE \ 20' PR1VA _ a -�lop3 ; e�' MAINjEE SEMENT ln� HT DISTANCE / _ %A P C EASEMENT/ / a� SON �P��Nflug� APPROVED SIGHT DISTANCE PROFILE FOR REFERENCE ONLY 395 390 385 380 375 370 365 360 355 350 75 s, 0) m u N N 'Q tS�mw C AAl1 Svc 0 C vv _ N e 1 EAEL F. MM . No. 33028 ZW,t% A y/m 1 m W O O w Q4 W EE- 4 J O U w uj CQ DOM. PROJECT NO:16.007 INDEX TITLE: SHEET NO: 8 of 18 'y-11 DATE: 5/08/17 z 00 o o Q O x x O z d W W W w O ca z w z w U Ca Q U Z � Z 0 aCo 0> w W ��Ua�z W O O Z a M4 W p U w WCQ E 0 z o_ F a, U zn w Ca oI— z O Qi 0O �oQ Qa zoo � c o a a W a E �U) F W z x SHEET NO. C-404 SHEET 23 of 25 0.0 Xo.o Xo.o Xo.o o.0 X0.0 `0.0 0.0 0.0 XO.o 0.0 0.0 0.0 X X X X X X X X X X X X X o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 X0.0 X0.0 "0.0 X0.0 X0.0 0.0 0 X0.0 X0.0 X0.0 10.0 0.0 0.0 X0.0 X0.0 0.1 X0.1 0.1 X0.0 "0.0 X0.0 `0.0 X0.0 0.0 . ' 0 0. 0 0.0 0.0 0.0 0.9 0.7 0.3 10.1 10.0 10.0 0.0 0.0 ] 0.0 .0 0. 0.0 0.0 X X x X 0.0 0.0 3.6 X7.4 3.5 0.8 0.2 0.1 0.0 .0 0.0 0.0 ra 00 0 0.0 X6.5 X .0 0.4 0.1 X X0.0 X0.0 X0 0.0 @ 18' 0.0 X0.0 X0.1 02 10.8 1 i26 0.0 0.0 0.1 10.2 X0.7 0.1 X . 0.2 0.0 0.0 B@ x X0. X X x 10. 10. X '0.0 0.0 0.0 1 0. `� .8 � .5 .0 0.1 2 4 1. I 0.0 0.0 0.1 X .1 X0.0 0.2 0.1 10.1 0. Ole '1.8 0.7 0 0.0 X1 1.7 X . ! X0.5 0.0 / o B 0.0 0.3 Xo.9 X0.7 ).3 0 1.7 X 2.9 X 0.0 0.0 0.0 0.5 16.1 6 0.0 0.0 X0.0 X x 0.0 0. 9 x/.7 B�18' 0.0 0.0 0.0 0.0 0.0 .8 2.5 X0.0 X0.0 X0.0 X0.0 X0.0 1 3 3 X1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 11 0.0 0.0 0.0 0.0 0.0 0 0.0 0.1 X 2 0.8 0 p \U X0.0 a wbc X X .1 '1 .9 0 X 0.0 0.0 X 2 0. X 2.4 0 \ o. 0.0 X0.0 0.0 X0.1 b. X .s 0.0 0.0 `0.0 X0.1 X0.1 X0.0 0.0 0.0 X0.1 XO 0 +0, 0.0 0.1 '0.3 12 0. +n X0.6 4i X6.3 9 X0.9 4.8 X0.9 Al �4 X1.3 4 111 X _ B @ 18' .9 0.0 0.0 0 ).6 '0. B0is, 0 O 1 . � 7* t X0.4 X1.9 X9.2 .4 18 X 4 .9 X8.4 X X 1.2 .3 0.1 0.1 X.2 X .3 10.4 .2 1.1 0. 2.X4/7X11! X0.6 j,0 j`8.3 X6.3 � 18' X9.1 X0.2 2.4 0.7 X0.1 O O 1 1 0.1 0.1 1 0.1 �`0.0 l�J X1.7 0.0 2.8 X0.0 0.6 0.2)6X3... 2 X0.0 71 X0.6 0 fp X 3 110.1 1 X0.0 0. 8 .0 X4 X.1 .12 10.6 X1.1 0.1 0.2 0.1 0.0 r:V0 X0.1 X 0.2 0.4 0.5 .1 n n _ _ 0.1 LE K EsetaTM LED Wall Sconce ES1 Luminaire Data Weight 9.9 Ibs [4.5 kg] 14.6 Ibs [6.5kg] with EM, MS options Ordering Information Sample Catalog No. ES1 24H MV NW W BK 700 EM Project Woolen Mills Light Industrial Type Eseta 1 Catalog No. ESl-24H-MV-NW-W-XX-530 a V V W ES1 24H MV NW W DB 530 Product No. &Type Voltage Color Distribution Finish' Drive Options of LEDs Temperature' Current' ES1 24H MV 120-277V WW 3000K W Wide BK Black 350 350mA PCs Photo Control 48H HV 347-480V NW 4000K FT Forward DB Dark 530 530mA MSL24 Motion Sensor, L2 Lens CW 5000K Throw Bronze 700 700mA MSU4 Motion Sensor, L3 Lens EM' Emergency Battery GY Gray System WH White FSIR100 Motion Sensor Configuration Tool Notes: 1 Consult factory for other color tem peratures. 2 Consult factory for non-standard finish options. Seepage 2 for specifications. 3 Factory set drive current, non -field adjustable. 700mA is not available for 48H version. Refer to performance data on page 2. Consult factory for other drive current options. 4 Motion Sensor available with MV only. Motion Sensor default setting dims luminaire to 50%when no motion is detected for 5 minutes. Field adjustable settings available using FSIR100 option. 5 Emergency Battery System available with MV only. 3-year limited warranty on Emergency Battery System. 6 Available with MV Consult factory for HV option, single voltage only, either 347V or 4BOV. EsetaTM LED Wall Sconce ES1 Performance Data All data nominal, consult factory for IES files or LM-79 reports Two Distributions Wide Distribution Forward Throw Distribution CCT No. of LEDs Drive System Delivered Efficacy System Delivered Efficacy & Type Current (mA) Wattage (W) Lumens (Lm) (Lm/W) Wattage (W) Lumens (Lm) (Lm/W) 350 30 3205 108 28 3146 112 24H 530 45 4690 103 43 4604 108 3000K 700 56 5641 101 53 5537 104 48H 530 83 8826 106 81 8751 108 350 29 3301 115 30 3471 117 24H 530 44 4541 104 43 4548 105 4000K 700 59 5771 99 59 5738 98 48H 530 82 8707 106 83 8466 102 350 29 3730 130 30 3922 132 24H 530 44 5131 118 43 5139 119 5000K 700 58 6521 112 56 6260 112 48H 530 82 9839 1 120 84 9585 1 115 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OR LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. PHOTOMETRIC PLAN PROVIDED BY ICS LIGHTS LE TEK L EsetaTM LED Wall Sconce ES2 Luminaire Data Weight 15 Ibs [6.8 kg] 20.1 Ibs [9.1kg] with EM option Ordering Information Sample Catalog No. ES2 88H MV NW W BK 450 EM Project Woolen Mills Light Industrial Type Eseta2 Catalog No. ES2-13OH-MV-CW-W-DB-450 ES2 130H MV CW W DB 450 No. & Type Color Drive Product Voltage Distribution Finish' Options of LEDs Temperaturet Current' ES2 88H MV 120-277V WW 3000K W Wide BK Black 450 450mA Pcs Button Type Photo Control 130H HV 347-480V NW 4000K FT Forward DB Dark PCR7-CR ANSI 7-Wire Photocontrol CW 5000K Throw Bronze Receptacle MSL3' Motion Sensor, L3 Lens GY Gray MSL7' Motion Sensor, L7 Lens WH White EM4 Emergency Battery System Motion Sensor FSIR100 Configuration Tool Notes: 1 Consult factory for other colortemperatures. 2 Consult factory for non-standard finish options. Seepage 2 for specifications. 3 Motion Sensor default setting dims luminaire to 50%when no motion is detected for 5 minutes. Field adjustable settings available using FSIR100 option. 4 Emergency Battery System available with MV only. 5 Available with MV. Consult factory for HV option, single voltage only, either 347V or 48OV. EsetaTM LED Wall Sconce ES2 Performance Data All data nominal, consult factory for IFS files or LM-79 reports. Two Distributions Wide Distribution Forward Throw Distribution CCT No. of LEDs Drive System Delivered Efficacy System Delivered Efficacy & Type Current (mA) Wattage (W) Lumens (Lm) (Lm/W) Wattage (W) Lumens (Lm) (Lm/W) 88H 128.8 13285 103.1 129.7 13491 104.0 3000K 130H 185.8 18973 102.1 182.4 18690 102.5 88H 130.1 14032 107.9 125.6 14254 113.5 4000K 450 130H 185.3 19562 105.6 183.9 19625 106.7 88H 129.0 13981 108.4 127.8 13943 109.1 5000K 130H 184.2 19542 106.1 181.7 19150 105.4 rn z o 00 00 0 C\21-1 0 \ o x � V d x 24 E- O z 6 d M M M o a Z x Ll Q U Z �z �5o 0 nn�aC\2o W F C\2 N �I 5c�o0 Z co O-J - W C12� �WaW2z U r4 LJ * WEW ZC_�WOO Z Pa W 0 U �z az W z 0 Luminaire Specifications E- a Housing Electrical Photometry a C E Die cast aluminum housing with back Power supply features a minimum power factor Luminaires are photometrically tested by M plate and outdoor rated cable. Back of .90 and <20%Total Harmonic Distortion certified independent testing laboratories in Q :4mounting mounting plate includes novel hanging features (THD). EMC meets or exceeds FCC CFR Part 15. accordance with IES LM-79 testing procedures. 0 to allow one -person installation. Knockouts on Transient voltage complies with ANSI C62.41 Cat. U 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 accessed behind gasketed optical cover. C62.41.2 definitions for standard and optional TM-21 Lumen Maintenance (hours) at 25-C 0 waveforms for Location Category C High, Models At 50,000 At 100,000 U Light Emitting Diodes ES1-24H 99% 97% Hi-flux/Hi-power white LEDs are tested in Finish E51-48H 97% 9B% O z accordance with IES UV--80 testing procedures. Housing receives a fade and abrasion resistant Warm White (3000K), Neutral White (4000K) and epoxy polyester powder coat. Finish tested to Cool White (5000K) with minimum 70 CRI are withstand 5000 hours in salt spray exposure Warranty standard. LEDs are 100% mercury and lead free. per ASTM B117. Finish tested 5000 hours in UV 10-year limited warranty is standard on N wO exposure perASTM G154 and meets ASTM D523 luminaire and components. 5-year limited Optical Systems gloss retention. warranty on motion sensor and photo control. 3-year limited warranty on Emergency Battery 4x The CMNILens1m system creates a low brightness source to reduce glare with precise Listings/Ratings/Labels System. Wide or Forward Throw distributions. Lens cover Luminaires are UL listed for use in wet locations �7. is UV stabilized, vandal -resistant and emergency lighting in the United States a polycarbonate. Luminaire produces 0%total and Canada. Ambient operating temperature W Z lumens above 900 (BUG Rating, U=0). is-40'Cto 40°C with no accessories installed. � a <' Entire fixture maintains an IP66 and IK10 rating. a DesignLights Consorti u m' 3000K, 4000K and Z a 5000K qualified product. Assembled in the United States. International Dark Sky Association W E-i listed. W�D Color Specifications O Z x P Order Code Color RAL# �arlt Equirrivale GY Gray 7040 429C BK Black 9004 426C DB Dark Bronze 6022 BLACK 2C WH White 9003 11-0601 Natural HA 90G6 N/A Aluminum E- a a E- r , -- E- E- U E� -1 E-E Ey 0 W Pam. Vx] SHEET NO. C-405 SHEET 24 of 25 / \ PRCSPRVED SLOPG ZONING I�I�I�������yyy \ / \ \ 20' 0 20' 40' 60' MANAGED SLOPE ZONING / 10 \ /• " \ // r / �\ BCALE: � =20' � VARIABLE 11'IU1H fORfSP AND DPBS tiIlACE EASEAAfN'P S r r%i z d Y � z '7— A7—N c� O Go \ N U CC? 04 l / `l / , \ \ o �B E / / / F w z - -Ds ,� 5 A x q Z 1 000"/ Il i ��';, \ TMP 77-40N z I \ / TREM COMMERCIAL RENTALS LLC TMP 77-40M / \ a °" U Z z ®— — \ DB 2893-653 - H5, LLC `V r — ' ,, \ ` — — ' M, -� 0 z w o ® DB 907-684, PLAT — — DB 5033-635 " " \ ® ZONE: LI —I o tiN� Q z '1C o * w rn \ Ex. 10t — GONE: LI \ EEW�+� Rim= 403.51' ® — Irr 3.41 USE:--SMACY, �1REROUSE ��P�Wu \t= r1 R'+ v m o a RI w W F � N '-' Pt .-r O Z � o U - rn W USE: DIET. / / \ � � N\G� � \ ® WAREHOUSE a \ \ : z � Zic7��o z � � a O > � > w o�� f� w ; Fd 05 z � _ Z It 'I� 04 co ' \\ OU Z TMP 77-408 \ \ \\ \ \ `, P�„� — \ \ \ \ \ \ \ \\ \ ELEMENTAL ECOTECH, LLC w \ \ \ \ \ \ \ \ \ \ \ \ DB 4796-325 \ \ \ \ \ — ® \ 14.0617 ACRES \ \ \ Formerly ! _ \ \ \ \ ® \ _ \ \ \ ZONE: LI \ \ TMP 77-40C1 \ r � nv Out 3 �9 20' � ` �— / '® USE: VACANT \ \ — \ .. \ DB 274-70 / / `x-,DD — — ®— — — 1 \ \ \ \ \ \ DB 3088-272 \ \ \ \ \ % Portoin of Preserved Slopes / - wi \ \ \ \ \ \ \ \ \ \ DB. 797-428 — 400 vergrewn area th 0 of/ncJudedpin this 7�IA , � 'prayunderneath 390 � �\ter // ''® ' - - _•' /• `..f _ ®\ti >~_a_ 5 \ CHA FENCE BLINK \ \ — /, \ , \\ \ \ \ \ \ \ \ 19,645 SF (0.45 Acres) of , \ \ \ \ ✓ \ , Preserved Slopes to be ®` Rezoned to Managed Slopes Jf 06 r \ / — — r \ RI�ANNAAR &SEWER \\�//��\ l l \ \ \ \\ \ \ \\ \` �— / J l l / / —e— i e----®\ _®� \-ATl'HORIT-T ~ -� DB 768-277 \ / / / / / — — — ------ \ \ \/ / / \ DB616-135, PLAT //'�~ — r' \ � "� ~_---1 �, / :�•.v — � \ \ \ w\\` `®//® // // / / // / � ee _—'"------ — ®®.® ` CANT le / y \ // // / // /✓ /——`— ® �ergarkl I G \ �® \ \ �� \ \ \ — — — — — — 1 r ✓ / / / / / / / ' / ®— ` ` ' ' \ / / /� 114 a co \ — VILLE 100-yr FEMA Floodplain / ,� a / ,� - NCE TRUST T�2 -- m — — _ / -_ __ ---- „ — ` _ _ -------- -----_ _ - __ wV ~ BOLTON / / S � a a \ — — / ® ®®/ _--` -~ _ a -- - -- -_ - - 0 z E" E- w Q o / Exist. Grovel °~ — — .�'_-`_._ -- r~~ —. 163 / Stop Sign TBR — r r r mil. N' — — ''` _ U U O \ / - -- ' 11, '� Z ` _—_a_--�— �— Inv. In-310� 30• `l~! �,RI{SA) / • ✓ --------- L a .'L'' 0 F Z .. EK Ei< EX • � ° \ RES CRE _ �� _ —_`' _---- 0 -\�, '0 IVATE) _ WATER — - - F N a y F F w a w ®'E% '' `~— _B �— -___A�SA__ `` Q a 00 SHEET NO. _ � _ � � '— -�- EX F — —--.------------- --ram e . / / O Pp Top C\2 "" SHEET 2 of 2 O Z a d O -- � � N a Q E" W w a O E- APPROVED PLAN DOD ZMA 201800017 0 Fa x� SHEET NO. DOD REFERENCE ONLY Cssnns406 SHEET 25 of 25