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HomeMy WebLinkAboutWPO201700053 Plan - VSMP 2020-07-02INDEX OF SHEETS COVER SHEET 1 KEY PLAN 1A-1B I IG 111AC.NTr O 7-D 1E ALIGNMENTSURVEY DATA SHEET �T'IYCiP�71�CV�A�LL SECTIONS 2vA-2D NOTES & DETAILS 2E(1) - 2E(3) EROSION AND SEDIMENT CONTROL NOTES & DETAILS 2E(4) - 2E(5) ROAD SIDE DEVELOPMENT 2E(6) EROSION & SEDIMENT CONTROL PLAN 217(1) - 2F(9) DRAINAGE AREA MAP 21(1) - 21(5) RIO ROAD SECTION 1 PLAN & PROFILE SHEETS 3 - 3A RIO ROAD SECTION 2 PLAN & PROFILE SHEETS 4 - 4A ROCKFISH GAP TURNPIKE PLAN & PROFILE SHEETS 5 - 5A(1) AVON EXTENDED PLAN & PROFILE SHEETS 6-6E STORMWATER PROFILES 7 - 7C STORMWATER MANAGEMENT EXHIBITS EXH 1 - EXH 6 TOTAL NUMBER OF SHEETS 50 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DEPARTMENT'S 2016 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL REVISION 1 AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY. ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND WIDENED IN ACCORDANCE WITH STANDARD TC-5.11 U, EXCEPT WHERE OTHERWISE NOTED. THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY. ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW. REVISIONS DATE REVISION DESCRIPTION 6/9/2017 REVISIONS PER VDOT COMMENTS 9/19/2017 REVISIONS PER VDOT COMMENTS 10/26/2017 REVISIONS PER VDOT COMMENTS DESIGN PACKAGE (AutoCAD CIVIL 3D). Computer Identification No. (UPC 104159) 1_M1LA.N,._. AND PIROFILE OF PIRO P 0 S Ed D JL STATIR HIGHWAY ALBEMARLE COUNTY, VIRGINIA RIO ROAD (ROUTE 631) AVON EXTENDED (ROUTE 742) ROCKFISH GAP TURNPIKE (US 250) y Ivann in =>f R x' u_ r y., � c a n RIO ROAD calthunet — r Al r 9 » I� ROCKFISH GAP F4ARLOf 9. TURNPIKE — �`�' "-!0.J m a , �i l ! - FriLl�•t Mri 1ML " AVON EXTENDED 4' C 6 �r LOCATION MAP SCALE: 1" = 2 MILES ■ 6/14/2017 Population 104,489 (2014 Census) STATE VA. PROJECT I ROUTE PROJECT SHEET NO. 631 742 0000-002-R78 1 US250 (SEE TABULATION BELOW FOR SECTION NUMBERS) FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA ROUTE 631 (RIO ROAD) MINOR ARTERIAL - ROLLING - UNDIVIDED (URBAN STANDARD GS-6 USED) 35 MPH MINIMUM DESIGN SPEED - DESIGN VEHICLE WB-50 ROUTE 742 (AVON STREET EXTENDED) MAJOR COLLECTOR - ROLLING - UNDIVIDED (URBAN STANDARD GS-7 USED) 45 MPH MINIMUM DESIGN SPEED - DESIGN VEHICLE WB-67 US 250 (ROCKFISH GAP TURNPIKE) MINOR ARTERIAL - ROLLING - UNDIVIDED (URBAN STANDARD GS-6 USED) 45 MPH MINIMUM DESIGN SPEED - DESIGN VEHICLE WB-67 US 250 ROUTE 631 ROUTE 631 ROUTE 742 SOUTH OF 768 NORTH OF 768 ADT (2014) 9100 11000 20000 11000 ADT (2034) 11100 13400 24400 13400 DHV 910 990 2000 1070 D (%) (design hour) 51 % 62% 50% 66% T (%) (design hour) 2% 1 % 1 % 1 % V (MPH) STATE PROJECT SECTION FEDERAL AID TYPE UPC EQUALITIES LENGTH INCLUDING BRIDGE (S) LENGTH EXCLUDING BRIDGE (S) BRIDGE PROJECT TYPE DESCRIPTION NO. PROJECT NO. CODE NO. NO. PROJECT FEET FEET MILES FEET MILES P-101 PENG 104159 NONE 7804 1.47 7804 1.27 PRELIMINARY REFER TO LOCATION MAP THIS 00 SHEET & SHEET 1.1 & 1.2 cal R-201 ROW 104159 NONE 7804 1.47 7804 1.27 RIGHT OF WAY REFER TO LOCATION MAP THIS oo, SHEET & SHEET 1.1 & 1.2 0 o C-501 CONSTR. 104159 NONE 7804 1.47 7804 1.27 CONSTR. REFER TO LOCATION MAP THIS o SHEET & SHEET 1.1 & 1.2 Project Lengths are based on Construction Baseline. TRAFFIC CONTROL: DEVELOPER / APPLICANT THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES, SIGNAGE, EQUIPMENT, ALBEMARLE COUNTY OFFICE OF FACILITIES DEVELOPMENT PERSONNEL, INCLUDING CERTIFIED TRAFFIC CONTROL PERSONNEL, ETC. TO CONTROL TRAFFIC DURING 401 MCINTIRE ROAD CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. ALL CHARLOTTESVILLE, VA 22902 TRAFFIC CONTROL SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS, GUIDELINES, POLICIES, AND OBJECTIVES OF CONTACT: JACK KELSEY THE LATEST EDITION OF THE VIRGINIA WORK AREA PHONE: 434.872.4501 PROTECTION MANUAL REVISION 1, MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND ALL VDOT PERMITS. FAX: 434.972.4091 * SEE PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL DESIGN SPEED hie. No. 31371 101126117 �S'1C3rret. �� LOCALLY ADMINISTERED PROJECTS ALBEMARLE COUNTY NAME OF LOCALITY JACK KELSEY, TRANSPORTATION ENGINEER NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPED) RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION DATE TITLE OF POSITION NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPED) RECOMMENDED FOR APPROVAL FOR CONSTRUCTION DATE TITLE OF POSITION THESE ARE NOT FINAL APPROVED PLANS AND ARE SUBJECT TO CHANGE. THESE PLANS ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR ACQUISITION OF RIGHT OF WAY. APPROVED by the Albemarle County Community Cevel pment Department Date File Copyright 2014, Commonwealth of Virginia COUNTY PROJECT #: a c S a c a a r a C C l RIO ROAD LOCATION MAP SCALE: 1" = 41000' 210 z 0 F- U W . o 0 ry 0 I 0 M W z SCALE 1"=200' 0 200' 460' RIO ROAD SECTION 1 FROM: 0.054 MI. SOUTH OF TOWNE LANE TO: WALDORF SCHOOL ROAD RIO ROAD SECTION 2 FROM: 0,125 MI. SOUTH OF DUNLORA DRIVE TO: 0.039 MI. NORTH OF DUNLORA DRIVE Lic. No, 31371 l012 6.117 M E O O N V N N C Q O > E W ~ U � 3 u- uj O t r, �Lu UoMo ,L�-� a�oN � � N 4 z '�MT H � S O cn ¢ �d L- o U) _ N =v >� E- Q r- Ln O Ol Z' N Ln � M d � OD J kOF- z 0 z z ~' W W U 00 to U U w ry ry, 0 w w z a a O''Q ''r) 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE AS NOTED J W 0 �a v� z rHn V H Wz J C� z� DW m>- 0 a W �� u 0 Lu z o Q Lu m J Q JOB NO. 3882.005 SHEET NO. 1A 0 L O O Q N 00 00 M CM m O ,>'u �w.gg § 1.x€itd. l S .: l% ' h .. A�m/ x/ 4 k p / F5 . I, Nr - ': ^R6 y ///,. / . / N (�`% K //t W !s/ ys.r :: L4 bm y. (v y� ..k'6 "W swa N. .. x £ j AUbN EXTENDED:: : :: *:I ;: 4 :x�Sk . :., :. g 5iN4 n�ii x�,x�<, ;:: t .....: , . 1. _: ..-: ., 3 dux ¢h 6 :^' M ::. ::. :. .....:':. .. .: .. .: :: ::. S :'. :: :::'. 7 :: :: ::: :�: AVON EXTENDED LOCATION MAP SCALE: 1" = 41000' E 1. ", I I 1".......". .........'............ .: .... . . . . ... .... . I .. . . .... I ............. .. ...... .................... � ���:: ]: . . :: ..: ;. .... ." ,".-I.,"I'l-, 1. 1-1 I ..,--..-...-. ..-........-:---. .— �-- - ........ - ....... . ..... - . . ...., ................... - -1-1-1-1 11 —........ �� ` ... , ... '" �� ���7�' , - I ...... - 11 A�-.---- -.1--l""'.." -.1 ...... .. - � ......... .... 11 ......... , ...... - - - "',", ........ ...'.... , d ,;.. ,:,:.. ., _: , - -- .. :: 4: -- i : ...... � , � . .,. ,.- ........... .. ........ I .. � - - ............... I ii. I . . . . . . . I ,. . , - ��i�]�:�:�� ��:�"::���j�:�:��::�,,,,.,,.,,.."."%�,� ,., �- -� ��x# l�� . , '' �:.:�::.. _. a£ - S s ..:: :..� £ :. ..,.M ..... : ,�.j�l.,."","","",'',"I..","",,.,,� ... -.111 ... - -, : - .1 .... . . , . . . .... . . . . . 11 .. . . - -.1 � , ..:� : ,,�,?��._... _ ����:������.....".",.���,,�,.! , ,'.,.�, I .... - - . -- ,. � � � . . -,,'. � I ,", - , -.,. ., . ".."',", '. 1-1-1. . . . I I I . .- , I I - � I .... �,,- ........ , - f � � I - .. - I.. � i: - �� I I . � .7 . �� � �. , , , '. " . . . �; �: ; :, , ; 1 .1 :; - 1. '- 1. .. :. .11 is 1. .: ': ROCKFISH SAP - t 5.16 �` F > .'1. :. I..,URNPIK > -i S: :8 btl' �' ..-I.... ....... I... . ....... . ............ �-T--=;: ...:,,. .... ....f '� ': 11 .. .� .. y ££ '$ y.� w �'xf$t5 p L:Ys y a $ °E7 ijA9 {' '4Ff .M 3 y K9� e f r. 4 9f% R of , . a s: b: I : �" ' : / - / / ;; . y, L ', yy : : H.N // :: .::::. ..: ...... :- ' :: ..: ..1. -... ... h �: :. .' �'/lgYiiAhY/r........ / b :�. ,:< .. ... ��.' 11.1.1 :: :.. .; u�;' ?:: ::: } :: .. ;: ;: .:: ..:. _.j :: . ;:: .i �' .s'!'s .. .:. '1.:: ..:: :� ROCKFISH GAP TURNPIKE LOCATION MAP SCALE: 1" = 4,000' SCALE V=200' i MR 0 200' 400' AVON EXTENDED SOUTH SECTION m ICJ FROM: ARDEN DRIVE TO: STONEY CREEK DRIVE NAD l I ..__ SCALE 1 "=200' 0 200' 400' FROM: 0,246 MI. WEST OF MILL CREEK DRIVE TO: SWAN LAKE DRIVE AVON EXTENDED NORTH SECTION OCKFISH GAP TURNPIKE KEY PLAN FROM: CORY FARM ROAD TO: CLOVER LAWN LANE ROCKFISH GAP TURNPIKE O s ,- ,I �,irz k 9 T f .- _... �:.:......, _:, si:S __— - ................. . .................... :, ......:k......:: .. ::....... ._. ....: ..... ..... _ .._....... :...........................:.:....................: w ...... ........................... ., l ' ...:..:.�.:...:: ....,-........:. - �11 � SCALE 1 =200 £' .. i i+, 0 200' 400' M 00 0 . Q z Lie. k 313,71' W -6117 M 0 0 M Q N 6 N � >E W 6E — F- U ai 3 a U. 3: cl U. 2 � Lu t M J U 00 W -j — l.!) ALL`) W NN ( z� � 3: 0 9Q� Oa =d U) = N =v o F- a c 'n 4 N a M J CZ) Lu to .U) I L O O ly- - 0 W > W = U Q z O H V) H > O 7 • 10, z O W W a g 2: C z z u O O w 0� c� 0 w w z a 0- 0 0 0 �''w/^1 ''ui HV/ V/^ L.C.. 2 LL W 0 DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE AS NOTED U) y I 3: 0 H z (H� V H z<Q. �W m>- OQw U° r Wz O w 2: co b2ol- JOB NO. 33882.005 SHEET NO. 1B 0 Q ai N U C O > N O cn (D N Vl O 2- , O_ >. C N O N = O c ( w N .O C cV v- a Q. 0 rz -0 a a) D 0O -0 ctf � O Q ZE O >.F- cB O a O _� (d c: a O� U) J ZN O aNi L Q � X N w N L O w+ r= 0 Q O '� Q cy) a)c ui cu N U = N O (D U .(-. i N (D O 2 U c O O a 7 O U N O Ol -0C -0 :a a) ,g A Q U N O w O N U a i O N W O N O N U Q O N "O N 2 N E f- L_ - L RIO ROAD SECTION 2 SIDEWALK AND BUFFER WITH PROPOSED CG-6 (RIGHT SIDE) STA. 10+00 TO STA. 16+44.44 CONSTRUCTION PROP. ST'D. CG-6 C&G REQ'D PROP. ST'D. 1.5" MIN. MILL & UD-4 REQ'D. OVERLAY FULL TRAVEL INSET A LANE OR AS SHOWN ON PLANS 4-, 5' CONCRETE SIDEWALK (4" MIN. DEPTH) 2% - 2% EXIST. PAVEMENT-----t-� — _ SECTION (TYP.) — — — 5 0.5�'- SAW CUT AND REMOVE 1" WIDE EXIST. EDGE OF #21 B AGG. BASE SWATH OF EXISTING PAVEMENT PAVEMENT VAR (4" MIN. DEPTH) _I 1' FOR CG CONSTRUCTION. -I 51�I1' REPLACE PAVEMENT IN ACCORDANCE WITH ST'D. WP-2 4f—,.. 2.5' CONSTRUCTION 0 U n� Q N 00 co co M M O ry 1 V & VAR. LANE --I RIO ROAD SECTION 2 SIDEWALK AND BUFFER WITH EXISTING CG-6 (RIGHT SIDE) STA. 17+28,23 TO STA. 18+39.68 5' CONCRETE SIDEWALK (4" MIN. DEPTH) i i EXIST. ST'D CG-6 C&G 2% `Z� REFER TO CROSS SECTIONS ---- FOR TIE IN ----- —� 0.51 0.5� EXIST. PAVEMENT #21 B AGG. BASE SECTION (TYP.) (4" MIN. DEPTH) 4'5'-j 1' I II IST. VAR. LANES 2.5' V.I.F. POSTED SPEED: 35 MPH 4" MIN. UNDER CURB & GUTTER TO MATCH ROAD SECTION INSET "A" SAW CUT AND REMOVE V WIDE SWATH OF EXISTING PAVEMENT FOR CG CONSTRUCTION. REPLACE PAVEMENT IN ACCORDANCE WITH ST'D. WP-2 FOM OF 21 B TO MATCH FOM OF EXISTING REGATE BASE MATERIAL. NOT TO SCALE O1.5" ASPHALT SURFACE COURSE (VDOT SM-12.5D) O6" MIN. ASPHALT BASE COURSE (VDOT BM-25.OA) O8" AGGREGATE BASE MATERIAL 3 (VDOT TYPE 1 NO. 21 B) OST'D. UD-4 UNDERDRAIN (AS SHOWN ON PLANS) 5' CONCRETE SIDEWALK TO BE 4" THICK HYDRAULIC CEMENT CONCRETE (AS SHOWN ON PLANS AND TYPICAL SECTIONS) WITH 4" AGGREGATE BASE MATERIAL (TYPE 1 NO. 21 B) (AS SHOWN ON PLANS AND TYPICAL SECTIONS) Lie. No, 31371 �0/2-6117 cm E N O N >E Lu QR u. O Lu 0 Lu U oMo w I —Sri a 5: o N N z �� 0 � Z) x = N >U0, a� _ N � M a� ZD 0 (D 0 0 Lu w_ 4 z O H V) H 0 O ~ ~ w w a � � u O O w c Lu w Z °- °- O o0 ' IILu''^ L i ^ H VJ VI 6L.. L.L. DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J, HASH SCALE N/A V 1 N J z Q o H i-- w v uj (-) H ¢ 0 (10 z Q ce o 0 z Dw m 0<U) z U°o z H wpv —I U w re () Q H w �- W � J ~ Q JOB NO. 3882.005 SHEET NO. 28 POSTED SPEED: 45 MPH S_ 4 a a r r 0 c Q 2" ASPHALT SURFACE COURSE (VDOT SM-12.50) REFER TO CROSS SECTIONS FOR TIE IN ROCKFISH GAP TURNPIKE EX. GUARDRAIL WITH PROPOSED ASPHALT PATH BEHIND (LEFT SIDE) ALONG CORY FARM ROAD STA. 10+00.00 TO STA. 14+15.00 EX. GUARDRAIL CONSTRUCTION I VARIES' �--2% 0.5705--1 I #21 B AGG BASE EXIST. PAVEMENT (4" MIN. DEPTH) SECTION (TYP.) 2 EXIST. VAR. LANES ROCKFISH GAP TURNPIKE SIDEWALK AND BUFFER WITH PROPOSED CG-7 (LEFT SIDE) STA. 14+15.00 TO STA. 18+20.00 STA. 18+52.58 TO STA. 21+15.00 5' CONCRETE SIDEWALK (4" MIN. DEPTH) INSET B v-T 2-% 0.5' i 5' 4' i CONSTRUCTION PROP. ST'D CG-7 C&G REQ'D PROP. ST'D. 1.5" MIN. MILL & UD-4 REQ'D. OVERLAY FULL TRAVEL LANE OR AS SHOWN ON PLANS �t----- EXIST. PAVEMENT — — — — — SECTION (TYP.) EXIST. EDGE OF SAW CUT AND REMOVE 1" WIDE PAVEMENT VAR I SWATH OF EXISTING PAVEMENT y 1' FOR CG CONSTRUCTION. REPLACE PAVEMENT IN ACCORDANCE WITH ST'D. WP-2 /AR. NEW AVEMENT V & VAR. LANE ROCKFISH GAP TURNPIKE SIDEWALK AND BUFFER WITH PROPOSED CG-7 (RIGHT SIDE) STA. 18+40.00 TO STA. 20+64.00 CONSTRUCTION PROP. ST'D. UD-4 REQ'D. 1.5 MIN. MILL & OVERLAY FULL TRAVEL LANE OR AS SHOWN ON PLANS PROP. ST'D CG-7 C&G REQ'D r— INSET B I \ ---- .F--2'j EXIST. PAVEMENT-----�� — - SECTION (TYP.) — — — - — — SAW CUT IN EXIST. EDGE OF ACCORDANCE I PAVEMENT VAR WITH ST'D. WP-2 1 I 4' 2-11' LANES &_I VAR. LANE _I 5' CONCRETE SIDEWALK (4" MIN. DEPTH) - 2% `3- 0.5 \ #21 B AGG. BASE 7\ (4" MIN. DEPTH) 5'—I 1' ROCKFISH GAP TURNPIKE SIDEWALK WITH PROPOSED CG-7 (RIGHT SIDE) STA. 20+64.00 TO STA. 21+95.00 CONSTRUCTION 1.5" MIN. MILL & OVERLAY FULL TRAVEL LANE OR AS SHOWN ON PLANS —� PROP. ST'D. UD-4 REQ'D. INSET A —� EXIST. PAVEMENT SECTION (TYP.) SAW CUT IN ACCORDANCE WITH ST'D. WP-2 EXIST. EDGE OF PAVEMENT VAR 2-11' LANES & VAR. LAN E PROP. ST'D. CG-7 C&G REQ'D 5' CONCRETE SIDEWALK (4" MIN. DEPTH) 2% #21 B AGG. BASE (4" MIN. DEPTH) 5'' 6" MIN REFER TO CROSS SECTIONS FOR TIE IN INSET "A" NOT TO SCALE SAW CUT AND REMOVE V WIDE SWATH OF EXISTING PAVEMENT FOR CG CONSTRUCTION. REPLACE PAVEMENT IN ACCORDANCE WITH ST'D. WP-2 30TTOM OF 21 B TO MATCH BOTTOM OF EXISTING AGGREGATE BASE MATERIAL. \ \ \ O 1.5" ASPHALT SURFACE COURSE (VDOT SM-12.5D) MIN. ASPHALT BASE COURSE O6" 2 (VDOT BM-25.OA) AGGREGATE BASE MATERIAL O8" 3 (VDOT TYPE 1 NO. 21 B) OST'D. UD-4 UNDERDRAIN (AS SHOWN ON PLANS) HYDRAULIC CEMENT CONCRETE SIDEWALK (AS O4" 5 SHOWN ON PLANS AND TYPICAL SECTIONS) AGGREGATE BASE MATERIAL (TYPE 1 NO. 21 B) O4" (AS SHOWN ON PLANS AND TYPICAL SECTIONS) REFER TO CROSS SECTIONS FOR TIE IN 6" MIN INSET "B" NOT TO SCALE SAW CUT AND REMOVE V WIDE SWATH OF EXISTING PAVEMENT FOR CG CONSTRUCTION. REPLACE PAVEMENT IN ACCORDANCE WITH ST'D. WP-2 BOTTOM OF 21 B TO MATCH BOTTOM OF EXISTING AGGREGATE BASE MATERIAL. O1.5" ASPHALT SURFACE COURSE (VDOT SM-12.5D) O6" MIN. ASPHALT BASE COURSE 2 (VDOT BM-25.OA) O8" AGGREGATE BASE MATERIAL (VDOT TYPE 1 NO. 21 B) 4O ST'D. UD-4 UNDERDRAIN (AS SHOWN ON PLANS) 5' CONCRETE SIDEWALK TO BE 4" THICK HYDRAULIC CEMENT CONCRETE (AS SHOWN ON PLANS AND TYPICAL SECTIONS) WITH 4" AGGREGATE BASE MATERIAL (TYPE 1 NO. 21 B) (AS SHOWN ON PLANS AND TYPICAL SECTIONS) * MATCH EXISTING SLOPE UNLESS OTHERWISE DENOTED ON CROSS SECTIONS OR INSTRUCTED BY ENGINEER. MILL AND OVERLAY EXISTING PAVEMENT AS NECESSARY TO ACHIEVE REQUIRED CROSS SLOPE. 31371' I®/Z6/I7 M O p N V N vi a o >E w E c: i �J Uco ul J —,,i 5 (D 0)u- W N V �o�, - e u- 0a _' 'LDn c Ln O N v M GOCD Lu J M cy- Z) 0 0 0 w w T Q z 0 H Z) 0 r 0 Z Z a 2:2: u 00 0 W W 0 00 U) V ,,w,,wln� / V /n� � 22 0 0 Q 0 �o rn -4 DATE 611412017 DRAWN BY 1. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY 1. HASH SCALE N/A V) W Q z D ui ~ Q H LL Ld zooui Q i U0 tz W z 0 O U W Cn W u JOB NO. 3882.005 SHEET NO. 2C 0 0 r- L AVON STREET EXTENDED SIDEWALK WITH PROPOSED CG-7 (LEFT SIDE) STA. 10+10.00 TO STA.18+25.00 \ \ PROP. ST'D. \ \ UD-4 REQ'D. \ \ 5' CONCRETE \ SIDEWALK & \ VAR. WIDTH \ \ (4" MIN. \ DEPTH) \ 20Z FILL 2% #21 B AGG. BASE - (4" MIN. DEPTH) ALTERNATE CUT SECTION SEE CROSS SECTIONS STA. 12+40.00 TO STA. 17+10.00 5' (MIN.) GRADED BENCH BEHIND \ SIDEWALK SEE CROSS SECTIONS \ POSTED SPEED: 45 MPH AVON STREET EXTENDED SIDEWALK AND BUFFER WITH PROPOSED CG-7 (RIGHT SIDE) STA. 23+50.00 TO STA. 28+08.00 STA. 33+20.00 TO STA 43+95.00 CONSTRUCTION � PROP. ST'D. UD-4 REQ'D. 1.5" MIN. MILL & OVERLAY FULL SAW CUT AND REMOVE 1" WIDE TRAVEL LANE OR SWATH OF EXISTING PAVEMENT AS SHOWN ON FOR CG CONSTRUCTION. PLANS REPLACE PAVEMENT IN ACCORDANCE WITH ST'D. WP-2 EXIST. PAVEMENT EXIST. PAVEMENT------r� - - - - SECTION (TYP.) SECTION (TYP.) - - - - - - EXIST. EDGE OF SAW CUT AND REMOVE 1" WIDE PAVEMENT VAR EXIST. EDGE OF SWATH OF EXISTING PAVEMENT _I1' PAVEMENT VAR FOR CG CONSTRUCTION. _-II REPLACE PAVEMENT IN 2.58 ACCORDANCE WITH ST'D. WP-2 + GEXIST. VAR.- CONSTRUCTION AVON STREET EXTENDED SIDEWALK AND BUFFER WITH PROPOSED CG-7 (LEFT SIDE) STA. 18+25.00 TO STA. 19+80.00 5' CONCRETE SIDEWALK & VAR. WIDTH (4" MIN. DEPTH) INSET B 5' PROP. ST'D CG-7 C&G REQ'D CONSTRUCTION 1.5" MIN. MILL & OVERLAY FULL TRAVEL LANE OR i AS SHOWN ON PLANS �--INSETA -PROP. ST'D CG-7 C&G REQ'D CONSTRUCTION PROP. ST'D. UD-4 REQ'D. 1.5 MIN. MILL & i OVERLAY FULL TRAVEL LANE OR AS SHOWN ON PLANS EXIST. PAVEMENT - - - - - - SECTION (TYP.) EXIST. EDGE OF SAW CUT IN (4 MIN. DEPTH) PAVEMENT VAR ACCORDANCE 1'I_ --{ 1' 5' (` WITH ST'D. WP-2 41 12' & VAR. LANE ALTERNATE CUT SECTION SEE CROSS SECTIONS 4 ' 0.5' #21 B AGG. BASE 12' & VAR. LANE PROP. ST'D CG-7 C&G REQ'D r-INSET B 5' CONCRETE SIDEWALK (4" MIN. DEPTH) / �o �- 2 % _ /o o F-FL.L REFER TO CROSS 0.5 o s` SECTIONS FOR TIE IN #21 B AGG. BASE (4" MIN. DEPTH) 51' 4' AVON STREET EXTENDED SIDEWALK, AND BUFFER WITH EXISTING CG-6 (RIGHT SIDE) STA. 43+95.00 TO STA. 48+30.00 EXIST. ST'D CG-6 C&G -------- - -- 2%2% --- `-- <- EXIST. PAVEMENT #21 B AGG. BASE SECTION (TYP.) (4" MIN. DEPTH) 0.5' 2.5' 6' _� 5��I. EXIST. VAR. LANES 5' CONCRETE SIDEWALK (4" MIN. DEPTH) 6" fV REFER TO CROSS SECTIONS FOR TIE IN INSET "A" NOT TO SCALE AVON STREET EXTENDED SIDEWALK WITH PROPOSED CG-7 (RIGHT SIDE) STA. 22+00.00 TO STA. 23+50.00 STA. 28+30.00 TO STA. 29+75.00 CONSTRUCTION 1.5" MIN. MILL & OVERLAY FULL TRAVEL LANE OR AS SHOWN ON PLANS EXIST. PAVEMENT SECTION (TYP.) SAW CUT AND REMOVE 1" WIDE - SWATH OF EXISTING PAVEMENT FOR CG CONSTRUCTION. REPLACE PAVEMENT IN ACCORDANCE WITH ST'D. WP-2 CONSTRUCTION PROP. ST'D. UD-4 REQ'D. INSET A -� EXIST. EDGE OF -' PAVEMENT VAR 2.58' --I 1 12' & EXIST. VAR.�I PROP. ST'D. CG-7 C&G REQ'D 5' CONCRETE SIDEWALK (4" MIN. DEPTH) REFER TO CROSS SECTIONS FOR TIE IN 2% 2% FILL 0.51 #21 B AGG. BASE (4" MIN. DEPTH) AVON STREET EXTENDED SIDEWALK WITH EXISTING CG-6 (RIGHT SIDE) STA. 20+00.00 TO 22+00.00 EXIST. ST'D CG-6 C&G -2 EXIST. PAVEMENT #21 B AGG. BASE SECTION (TYP.) (4' MIN. DEPTH) SAW CUT AND REMOVE V WIDE SWATH OF EXISTING PAVEMENT FOR CG CONSTRUCTION. REPLACE PAVEMENT IN ACCORDANCE WITH ST'D. WP-2 BOTTOM OF 21 B TO MATCH BOTTOM OF EXISTING AGGREGATE BASE MATERIAL. O1.5" ASPHALT SURFACE COURSE (VDOT SM-12.5D) O6" MIN. ASPHALT BASE COURSE (VDOT BM-25.OA) O8" AGGREGATE BASE MATERIAL 3 (VDOT TYPE 1 NO. 21 B) 4O ST'D. UD-4 UNDERDRAIN (AS SHOWN ON PLANS) O4" HYDRAULIC CEMENT CONCRETE SIDEWALK (AS 5 SHOWN ON PLANS AND TYPICAL SECTIONS) O4" AGGREGATE BASE MATERIAL (TYPE 1 NO. 21 B) (AS SHOWN ON PLANS AND TYPICAL SECTIONS) 0.5' 2.5' 5' 1' EXIST. VAR. LANES INSET "B" NOT TO SCALE NG 5' CONCRETE SIDEWALK (4" MIN. DEPTH) REFER TO CROSS SECTIONS FOR TIE IN SAW CUT AND REMOVE V WIDE SWATH OF EXISTING PAVEMENT FOR CG CONSTRUCTION. REPLACE PAVEMENT IN ACCORDANCE WITH ST'D. WP-2 BOTTOM OF 21 B TO MATCH BOTTOM OF EXISTING AGGREGATE BASE MATERIAL. O1.5" ASPHALT SURFACE COURSE (VDOT SM-12.5D) O6" MIN. ASPHALT BASE COURSE 2 (VDOT BM-25.OA) O8" AGGREGATE BASE MATERIAL 3 (VDOT TYPE 1 NO. 21 B) OST'D. UD-4 UNDERDRAIN (AS SHOWN ON PLANS) 5' CONCRETE SIDEWALK TO BE 4" THICK HYDRAULIC CEMENT CONCRETE (AS SHOWN ON PLANS AND TYPICAL SECTIONS) WITH 4" AGGREGATE BASE MATERIAL (TYPE 1 NO. 21 B) (AS SHOWN ON PLANS AND TYPICAL SECTIONS) Lie, No. 31371' ti0/26j17 M O p N N � >E w vE . a�b� �o c-p, QJ U0M0 -'i Lu a o N zLu � 3. 0 �u- oa =rlj T _ " > Ln a ca) O N SU M a �- 00_j ko� vi 0 0 0 w > w a z 0 > 0 z w w 2: 2: 2: 2: u 00 W re c� 0 w w z a a 0 00 Lu III H V/ V/ 0 0 �o rn � DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE N/A V 1 Q W C) Q z w W X w H Q W z W � (D '- > (!� f- w z z<0 � ED OJ a , U- U o �z W z O H j o U w Q Q WM v W a- Q JOB NO. 3882.005 SHEET NO. 2D 0 U O O :o o °Z a)o o� asc: a0 O = U zN 00 �x o N O Qy o _§ am Q� > .N � N X p a)O N U wL �N �o N U C LO Ea m_ U f0 O -0 -0 �Q U O c N p N .- (6 U � i C (6 N 7 O C C O U Q O of N L N 00 00 co M 0 Install Pipe Rail Over Pipe Rail End Fixture And LIMITS OF 7" THICK CONCRETE Thru-bolt With !)'x3%Z' Long Hex Bolts And Nuts With r/,' Plain Round Washers Under Heads And Nuts (2 Regd.) (Upset Threads After Tightening) -- End Anchorage DRIVEWAY Assembly Pipe Rail —"Jt — AS SHOWN ON PLAN-- 7--\ Pipe Rail End Fixture Offset BloSteel Yost Timber Post AS REQUIRED AS REQUIRED Timber Offset Block -- TO ACHIEVE TO ACHIEVE MAX. SLOPE' MAX. SLOPE' Guardrail Beam A NOTES: PLAN 1. ALL CONCRETE TO BE CLASS A-3 (H.E.S) SIDEWALK SIDEWALK SIDEWALK NOTES 5, SLOPE SLOPE SLOPE (12:1 MAX.) (48:1 MAX.) j (12:1 MAX.) 1. Pipe Rail is required on steel guardrail posts when the front B B of sidewalks or shared use paths are located 4' or less from behind the back of the pose. Pipe rail shall terminate at the A 611 first post of the end anchorage assembly. Begin and end the EXPANSION Pipe Rail in accordance with the PIPE RAIL END FIXTURE 6"CG-6 WIDTH OF SIDEWALK-- JOINTS detail. ( > PLAN 7"(CG-7) Refer to Sheet 1, GENERAL NOTE 6 for guardrail end BACK OF anchorage assembly requirements and GENERAL NOTE 16. b. CURB for offset block requirements. ....... ....... .........._...................,„ ....... 2. When guardrail with timber posts are located with the back of ;" 1 (48:1MAX•) 1 CURB post 4' or less front the near front of sidewalks or shared 2.1 MAX• 1 MAX•) IJj�12r_ use paths, the bolt ends will require one of the following I CURB tr )tn Pn S: a. Trim back flush with the face of nut and nnetalize or WIDTH b. Use post bolts 15" in length with washers anti nuts counter OF SECTION A -A SECTION B-B sunk into sinks 1" to t'/' deep or ADJACENT c. Use post bolts 15" in length witfn sleeve nuts and washers. GUTTER WHEN 4' BUFFER STRIP IS Cc-9D WIDTH OF PROVIDED 5' WIDE 5/d'O Bracket And Pipe Holes With Ifl'x3n/Z' NPS 2 5ch. 40 ENTRANCE Long Hex Bolt And Nut With %" Plain Round Galv. Pipe Rail Per A TRAVERSABLE AREA AT Washer (Upset Threads After Tightening) ASTM F1083 Rqp✓U /2 WIDTH OF ENTRANCE — — MAX. GRADE OF 2% TO BE S FR r- ACIES O PEDESTRIAN Q UTE _ — — — — ® LCCES �ROUT�ESTRIAN PROVIDED INLINE WITH Attach Pipe Rail End Fixture To Post With r/Z n „ \f pR pM EXPANSION JOINT eqC✓� o UNPAVED SPACE UNPAVED SPACE SIDEWALK. "x7" Long Hex Bolts And Nuts With %' Plain %;'O Bracket Hole With 5/,J'x2" Long Hex —� qp p Round Washers Under Heads And Nuts Bolt And Nut With %" Plain Round Washers � I — — — _ 1"_ — — fp Spq S✓pE ? (2 Regd.) (Upset Threads After Tightening) -- -� End Anchorage (Upset Threads After Tightening) ---- t j �'� _ EXISTING OR PROPOSED eE WgLk O WIDTH OF \ Assembly This Pvst Shalt 1 — �— — — SIDEWALK OR SIDEWALK SPACE C w �- J � Be Timber Only \ "' �-- CURB INCLUDED IN z � ENTRANCE � WHEN NO 4 BUFFER STRIP Meer Post ...` .. - =1 -- /� `'' �. Steel Guardrail PostJOINT--,� ENTRANCE GUTTER v IS PROVIDED 5 WIDE EXPANSION w — — TRAVERSABLE AREA AT Steel Guardrail Post _ �' U — — —� o Guardrail Beam — p 1 ii r-F-- r z ® MAX. GRADE OF 2 /o TO BE 1 Ya' v ITS OF PEDES RITRAVERSABLE t S 0 PEDESTR AN C � z LIMITS Pipe Rail F IJ/,t ' B �� ACCESS ROUTE ccEss ourE PROVIDED INLINE WITH 1 Top Of Curb 2%'x2 x%a"x4" Long Angle — ��—l— i %y' Offset From f 'a v `.) z a. a SIDEWALK. Li Of Gutter — Bracket (Galvanized) ~' 4 Of Guardrail Post Z . __ ____ PEDESTRIAN ACCESS ROUTE DETAILS WITH & Gutter --� Pipe Rail End Fixture FLOW LINE WITHOUT UPAVED SPACE VIEW A v1Ew B WHEN NO 4' BUFFER STRIP ELEVATION PIPE RAIL MOUNTING o IS PROVIDED WIPE DOWN � ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS = F ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE ❑.tE EXTEND BEYOND EXISTING 1'-3" DESIRABLE MINIMUM 16' CURB AND SIDEWALK AS EXPANSION JOINT ABSOLUTE MINIMUM 12' OR PROPOSED VDOT RIGHT -OF WAY. 15" -s c, NECESSARY AT MAX SLOPE EDGE OF PAVEMENT- -'OF 12% SO THAT SECTION _;4' PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS >_ D IS ACHIEVED FOR 5' WIDE UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . o, • o. , p TRAVERSABLE ARE INLINE Pipe Rail A PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A I FACILITY THAT CAN BE APPROACHED, ENTERED AND �, • a. �. WITH SIDEWALK. (See Pipe Rail po5� HALF PLAN o 0 0 0 0 1 %"(� SCh. 40 ` USED BY PEDESTRIANS. _ Mounting Detail) ��� to (a Steel Pipe 3 alb ed �Se� �G�1� PROVIDED, AIF IAMIN MINIMUM TRAVERSAOUTES © E�WIDTHIN 5 75" — -- �{d{ OE gee\ REQUIRED WITH A MAX. 2'G CROSS SLOPE. SECTION B-B - r l h CGE3 USED ECDGI7, THE CURB FACET ON THIS t ii} w �I e 6 2'-0" �6 I �a i PAP P��c�\` THE STANMOUDIS TO BE NTAB CURB CONFIGURATION. OATCH--- —� I SPACE CURVE PACURVVEIC �. 1 SIDEWALK SPACE --------------------_.........__.....................................------. ... -............ ---....................... �,EIl� NORMAL GUTTER p, CT All !-toles .51r011 Be'/d' U �� � ®_ ----- ---- a. �. Galvanize After Drilling And Welding p, —x * X o •�. p. tj. 0 � . p', • �, ' �• •o, .o 0 0. ;iEO% TO 10% CHANGE oo . o . o .•o STEEL POST r o Sidewalk or o 0 PIPE RAIL END FIXTURE SECTION PICTORIAL o•o•�o:o oo�oa�000 ( •o o.000 Shared Use Path �� ������"����� o�o•o•o• 6" AGGREGATE BASE CLASS A3 (H.E.S.) CONC. SECTION C-C TYPE I SIZE 218 2•-0" , 5'-O" 5'-0" ® POINT OF GRADE CHANGE 12% MAX. SLOPE FOR CURB AND GUTTER ONLY �• Q. p' FOR LOCATIONS USED BY PEDESTRIANS OR BICYCLISTS * * 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK, CURB AND GUTTER X x * 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND PEDESTRIAN SAFETY TREATMENTS BUILT CONCURRENTLY g % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A SECTION D-D XVDOT STANDARD ENTRANCE GUTTER SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET i OF 1 REVISION DATE 502 203.03 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION PIPE RAIL ON BACK OF GUARDRAIL DETAIL VDOT MODIFIED CG-9D No Scale No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR ,-NON-SLIP BROOM FINISH ::::.: :.:::.: :..` :.:,:':..'''.: 2" ASPHALT SURFACE COURSE - SM-9.5A SWWF 6x6 W1.4xW1 A SILICONE SEALANT 8 TYPE 21 B AGGREGATE BASE COURSE 6" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE %x j COMPACTED SUBGRADE iE�" MIN I:LtHKHIV(:t F'tK 4 TYPE 21A STONE COVER 2010 ADA STANDARDS SECTION 403.5.1 DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS �li'�.\ \' --- COMPACTED SUBGRADE (CBR 11.2) 5' WIDE SIDEWALK LIGHT DUTY DRIVEWAY ASPHALT PAVEMENT SECTIONMAIL BOX MAX 77 DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS No Scale LENGTH OF 22.81" a PER USPS-STD-7C BACK OF II 1.5 ASPHALTS.5A LN EAVY DUTY CONCRETE SECTION CURB COURSE COURSE - SM-9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 Scale 8" TYPE 21-B AGGREGATE SUBBASE COURSE FACE OF MINIMUM 6" THICK CRUSHER RUN CURB .COMPACTED SUBGRADE COMPACTED SUBGRADE MAILBOX RELOCATION DETAIL SIDEWALK WITH NO BUFFER STRIP QM DENOTES HE DUT Y TY ASPHALT Qffliw PAVEMENT ON PLANS DE NOTES GRAVEL No Scale ON PLA NS HEAVY DUTY DRIVEWAY ASPHALT PAVEMENT SECTION GRAVEL DRIVEWAY SECTION No Scale No Scale Lic. No., 3 371 M E O 0 Nv N � E w ,3 E U. 41 4 LL o LU O o rY LU L M a _j U co J — Ln uj �LLU NN of �0 e LL oa =�- V7 = V > Lr) i— c L6 rn O N >ll M 41 a �- 00 J � F_ OH Z Z a g E � 2: 2: U O O LL C� 12� 0 a a Z O c Q 1~ w w LU W W 2 DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE N/A 0 _ 0 o 3 o a Q WCL ca _ O H H 7 J 0 � Qcu N I— LLj N J z<o 2: `o w CV _-,( 0 CD O -1 3 Q l_ W ma U° � O V /� _ z 0 2z 00 W o 7— o2 U =� ro E o m 'n a 0 o= C7 3 zN W O CL M �� W oTL Q L o .3 2 N >� : 2 ur X = 0 0 N U N V) (0 = .O U E2 a _ U @ O m 2 a �- 'U � JOB N0. O =w o W. 3882, 005 c 9 (o _ SHEET NO. a 0 W� 2E(1) L GENERAL CONSTRUCTION NOTES 1. THIS PROJECT TO BE CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT SPECS AND STANDARDS INCLUDING THE VDOT ROAD AND BRIDGE SPECIFICATIONS DATED 2016, ROAD AND BRIDGE STANDARDS DATED 2016, WORK AREA PROTECTION MANUAL DATED 2011 AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE PAPER COPY OF THE PLAN ASSEMBLY. 2. THE ALBEMARLE COUNTY ENGINEERING OFFICE SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY PLANS TO BEGIN CLEARING AND GRADING OPERATIONS. 3. CONTRACTOR SHALL CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREA OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLAN, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON PLAN, TO MISS THE UTILITY CALL "MISS UTILITY" OF CENTRAL VIRGINIA: 1-800-552-7001 (TOLL FREE). 4. CONTRACTOR SHALL ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS, AND FURNISH COPIES TO THE COUNTY AND ENGINEER PRIOR TO COMMENCING CONSTRUCTION ACTIVITY. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY DESIGNATED COUNTY OFFICIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF THE INSPECTOR 48 HOURS PRIOR TO THE START OF WORK. 6. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NAVD 88. DATUM ESTABLISHED THROUGH LEICA SmartNet. 7. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED ON PLANS. 8. PERMIT TO WORK INSIDE VDOT RIGHT OF WAY OR TIE TO EXISTING VDOT ROAD SHALL BE OBTAINED BY CONTRACTOR FROM VDOT RESIDENT ENGINEER PRIOR TO CONSTRUCTION. 9. ANY BORROW MATERIAL SHALL HAVE A MINIMUM CBR VALUE OF TEN (10) UNLESS OTHERWISE DENOTED. 10. PRIOR TO PLACEMENT OF AGGREGATE BASE COURSE, THE CONTRACTOR SHALL HAVE AT LEAST TWO (2) CBR TESTS DONE BY A QUALIFIED GEOTECHNICAL FIRM AND FURNISH RESULTS TO THE ENGINEER. RELATIVE TO THE RESULTS, THE ENGINEER MAY ALTER THE PAVEMENT DESIGN. SUBJECT TO VDOT APPROVAL ON STATE ROADS ONLY. 11. IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, ALL APPLICABLE CODES AND REQUIREMENTS FOR ACCESSIBILITY FOR DISABLED PERSONS SHALL BE STRICTLY COMPLIED WITH. 12. WHERE ANY EXISTING PAVEMENT (SHOULDER OR TRAVEL LANE) IS PROPOSED TO BE MODIFIED IN ANY WAY, PROPER RECONSTRUCTION AND/OR OVERLAY SHALL BE DONE, THIS IS TO PROVIDE A SMOOTH SURFACE WITHOUT TRANSITIONAL ROUGHNESS. DEMOLITION OF EXISTING ASPHALT PAVEMENT TO BE IN ACCORDANCE WITH VDOT SPECIFICATIONS. IN AREAS WHERE FILL IS LESS THAN TO", THE PAVEMENT SHALL BE HAULED OFF -SITE. WHERE FILL IS TO" OR GREATER, THE PAVEMENT SHALL BE PULVERIZED AND LEFT IN PLACE UNLESS OTHERWISE DENOTED. 13. UNLESS A SEPARATE PAY ITEM IS IN THE CONTRACT, ALL DEMO OF EXISTING CONCRETE ITEMS SHALL BE INCLUDED IN THE PRICE OF CLEARING AND GRUBBING. 14. VIDEO INSPECTION OF PROPOSED UNDERDRAIN SHALL BE CONDUCTED PRIOR TO PLACEMENT OF CURB & GUTTER AND PRIOR TO ACCEPTANCE IN ACCORDANCE WITH VDOT SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING VIDEO INSPECTION. MISCELLANEOUS NOTES 1. CONSTRUCTION STAKING SHALL BE DONE ONLY BY A PROFESSIONAL ENGINEER OR LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA. THE ENGINEER/SURVEYOR EMPLOYED BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF A DETAILED STAKING PLAN AND HAVING THAT PLAN REVIEWED AND APPROVED PRIOR TO START OF WORK BY THE ENGINEER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A LAND DISTURBANCE PERMIT AND A VDOT LAND USE PERMIT FROM THE COUNTY AND VDOT RESPECTIVELY PRIOR TO ORDERING MATERIALS OR COMMENCING WORK. 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADEQUATE AND POSITIVE SITE DRAINAGE THROUGHOUT CONSTRUCTION. ANY SUBGRADE SOILS WHICH HAVE BEEN WEAKENED DUE TO INADEQUATE DRAINAGE, SATURATION AND/OR DISTURBANCE BY CONSTRUCTION SHALL BE UNDER -CUT AND REPLACED WITH COMPACTED STRUCTURAL FILL AT NO ADDITIONAL COST TO THE OWNER. 4. WHENEVER THE CONTRACTOR'S OPERATIONS AFFECT VEHICULAR OR PEDESTRIAN TRAFFIC, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ANY AND ALL SAFETY CONTROL DEVICES IN ACCORDANCE WITH THE VDOT WORK AREA PROTECTION MANUAL AND AS DEEMED NECESSARY BY VDOT AND THE ENGINEER. THE COSTS FOR SUCH ITEMS SHALL BE INCLUDED IN THE CONTRACTOR'S LUMP SUM BID. 5. ALL SIGNS, MAILBOXES AND MARKINGS IN CONFLICT WITH ROADWAY CONSTRUCTION SHALL BE REMOVED AND RESET. ANY SIGNS AND OR MARKINGS NOT RESET SHALL REMAIN PROPERTY OF VDOT. THE COSTS FOR SUCH ITEMS SHALL BE INCLUDED IN THE CONTRACTOR'S LUMP SUM BID. 6. ST'D. RM-1 RIGHT OF WAY MONUMENTS SHALL BE SET BY THE CONTRACTOR AT ALL PROPOSED RIGHT OF WAY CORNERS OR RIGHT OF WAY BREAKS UNLESS OTHERWISE DENOTED. 7. ST'D. RIGHT OF WAY FENCE SHALL BE SET BY THE CONTRACTOR ALONG ALL PROPOSED LIMITED ACCESS RIGHT OF WAY UNLESS OTHERWISE DENOTED. 8. ST'D. PM-8 AND PM-9 PLOWABLE MARKERS SHALL BE INSTALLED IN ALL APPLICABLE LOCATIONS ALONG PROPOSED ROAD IMPROVEMENTS ON ALL PRIMARY ROADS UNLESS OTHERWISE DENOTED. 9. THE CONTRACTOR SHALL SET EXISTING GUARD RAIL TO MINIMUM STANDARDS WHERE ADJACENT PAVEMENT IS OVERLAID. 10. CONTRACTOR SHALL VERIFY THAT ALL EXISTING GUARD RAIL THAT SHALL REMAIN IN SERVICE WITHIN PROJECT LIMITS MEET CURRENT VDOT STANDARDS. CONTRACTOR TO CONTACT VDOT TRAFFIC AND SAFETY PERSONNEL AT TIME OF CONSTRUCTION TO REACH ADHERENCE. 11. NO LANDSCAPING OF ANY TYPE SHALL BE PLACED WITHIN A THREE FOOT RADIUS OF ANY FIRE HYDRANT. LANDSCAPING IN THE AREA OF FIRE HYDRANTS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED THREE FOOT CLEAR RADIUS ON MATURITY OF GROWTH. 12. THE CONTRACTOR SHALL ENSURE ALL PROPOSED MANHOLES LOCATED IN PAVEMENT AND/OR SIDEWALK HAVE NON-SKID STEEL PLATES TOPS AND ARE SECURED WITH LOCK DOWN MANHOLE SECURITY COVERS. GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL 1 FEDERAL, STATE AND LOCAL AGENCIES. 2. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 2 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS 3 DIRECTED BY VDOT, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. SUBDIVISION AND SITE CONSTRUCTION PLAN GENERAL NOTES ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATIONS' SPECIFICATIONS, STANDARDS, CURRENT WORK AREA PROTECTION MANUAL, AND ALL APPLICABLE LOCATION AND DESIGN INSTRUCTIONAL AND INFORMATIONAL MEMORANDUMS. LAND USE PERMIT (CE-7) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 9. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER ACCORDANCE WITH CURRENT VDOT STANDARDS. AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL, STATE AND 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD LOCAL AGENCIES. CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A 5 LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTIONPRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM 6 THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY 7 UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 12. CASING SLEEVES SHALL BE PLACED AT ALL DRIVEWAY CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 13. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO 8 THE PLACEMENT OF AGGREGATE BASE COURSE. 14. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL 9 FACILITIES AS DEEMED NECESSARY. 15. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATER LINES, ETC., PRIOR TO CONSTRUCTION. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE - A LE FOR FOUNDATIONS, SUB GRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY A GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. MUST CONSULT WITH OWNER FIRST. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I & I LD-94 (D) 121.13. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH THE CURRENT VERSIONS OF LD-97 (D) 121. PIPE WITHIN THE RIGHT OF WAY SHALL BE A MINIMUM CL-III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE 10. ALL PRE -CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF WILL BE REQUIRED ON ALL UNITS. SHOP DRAWINGS, GEOTECHNICAL DATA AND SOIL THE SURFACE COURSE(S). BEARING CAPACITY, AND PLAN VIEW SHALL BE SUBMITTED AS PACKAGE FOR VDOT 16. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND REVIEW AND APPROVAL. BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT 11. ALL CONCRETE SHALL BE MINIMUM CLASS A3-AE (AIR ENTRAINED 3,000 PSI). STANDARDS AND SPECIFICATIONS. 17. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE THE FOLLOWING CRITERIA: SPECIFICATIONS. 18. VDOT REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 19. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 20. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE 1 REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 21. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 22. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A 1 MINIMUM SLOPE OF 0.04 ft./ft. 23. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. 12.1. ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE A MINIMUM OF 15" DIAMETER X 20' LONG PIPE AND SHALL CONFORM TO PE-1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. 12.2. VDOT STANDARD CG-9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS. INSPECTIONS TO BE PERFORMED BY VDOT SHALL BE REQUESTED IN WRITING, 48 HOURS PRIOR TO ENTRANCE INSTALLATION. 3. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL SIGNS DEEMED PERTINENT TO THE PROPOSED DEVELOPMENT. THE CONTRACTOR SHALL CONTACT VDOT INSPECTION STAFF TO ESTABLISH LOCATIONS FOR ANY SIGNAGE REQUIREMENTS AS DEEMED NECESSARY BY VDOT. INSTALLATION OF SAID SIGNS SHALL OCCUR AT NO EXPENSE TO THE STATE AND PRIOR TO STATE ACCEPTANCE OF ROADWAY(S). 4. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RE -SUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. 24. CONTRACTOR SHALL PROVIDE A SEQUENCE OF 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUEL FOR THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON REVIEW BY THE ENGINEER, ALBEMARLE COUNTY, AND VDOT PRIOR DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR 25. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF PARKED EQUIPMENT. WAY REQUIRED BY THE DEVELOPMENT. OWNER AND ENGINEER TO BE NOTIFIED 26. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF IMMEDIATELY. PARKED VEHICLES. 27. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED PAVEMENT ON CURB AND GUTTER STREETS AND/OR LOCATED A MINIMUM OF 5.5' AT THE END OF THE DAY BEHIND THE DITCH LINE ON OPEN DITCH STREETS. 28. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION 17. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES INDUSTRY (29 CFR PART 1926). EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.75%. WHERE DITCH SLOPES EXCEED 5.0% THE DEVELOPER MAY CHOOSE TO BLASTING NOTES IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. DITCH LININGS MAY BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS. PAVED ROADSIDE DITCHES SHALL CONFORM TO VDOT-PG-2A STANDARDS AND SPECIFICATIONS. UTILITY CONSTRUCTION NOTES PAVEMENT MARKING AND SIGNING NOTES 18. VDOT AND COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE 1. VDOT'S DISTRICT TRAFFIC ENGINEERING SECTION WILL NEED TO BE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR 1. ALL MATERIALS FOR SEWER AND WATER SYSTEMS SHOWN SHALL BE CONTACTED 72 HOURS PRIOR TO ANY PAVEMENT MARKING ACTIVITIES, ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. SUPPLIED AND INSTALLED IN ACCORDANCE WITH THE LATEST CONTACT CRO-OPERATIONS AT (540)-829-7500. FAILURE TO DO SO CAN SPECIFICATIONS OF THE LOCAL AGENCY APPLICABLE AT THE TIME OF RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. 19. VDOT APPROVAL OF SITE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE NOTICE TO PROCEED. 2. ALL PERMANENT MARKINGS SHALL BE TYPE B, CLASS I UNLESS OTHERWISE INITIAL APPROVAL. VDOT APPROVAL OF SUBDIVISION PLANS WILL EXPIRE THREE (3) 2. FOR SEWER AND WATER INSTALLATION WITHIN EXISTING VDOT R/W; DIRECTED BY VDOT TRAFFIC ENGINEERING. YEARS FROM THE DATE OF THE INITIAL APPROVAL. UTILITY CONTRACTORS MUST NOTIFY VDOT WHEN INSTALLATION 3. ALL PAVEMENT MARKINGS MUST HAVE A PERSON WITH A PAVEMENT MARKING BEGINS SO THAT DENSITY CAN BE TESTED ON TRENCH BACKFILL CERTIFICATION ISSUED BY THE VDOT MATERIALS DIVISION ON SITE DURING 20. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) (95% ASTM. D-698 @ OPTIMUM MOISTURE ±2%). PAVEMENT MARKING OPERATIONS. PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S). CONTACT VDOT, IN 3. THE MINIMUM CLEAR COVER OVER WATER PIPES SHALL BE 3.5 FEET. 4. FOR ALL PROPOSED AND RELOCATED SIGNS, THE BOTTOM OF SIGN HEIGHT WRITING, FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT 4. MANHOLE TOPS ARE BASED ON FINAL GRADES. THE CONTRACTOR MUST BE AT LEAST T ABOVE GROUND (EXCEPT OM-3 SIGNS). OF AGGREGATE BASE COURSE(S). SHALL BE RESPONSIBLE FOR VERIFICATION OF PROPER TOP 5. ALL EXISTING SIGNAGE SHOULD BE RELOCATED AND RE -SET IN THE SAME ELEVATIONS BEFORE CONSTRUCTION OF MANHOLES. LOCATION AND SAME OFFSET AS CURRENTLY PROVIDED OR AS CLOSE AS 21. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE 5. THE ENGINEER WILL CERTIFY THAT THE GRADES ARE WITHIN 6 POSSIBLE WILL BE REQUIRED AT A RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME INCHES OF SUBGRADE BEFORE WATER LINE CONSTRUCTION CAN 6. CONTRACTOR SHALL TIE ALL PROPOSED PAVEMENT MARKINGS TO EXISTING COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BEGIN. MARKINGS AT THE PROJECT LIMITS 6. FIRE HYDRANT PUMP CONNECTIONS SHALL FACE IN DIRECTION OF 7• CONTRACTOR SHALL BE RESPONSIBLE FOR ERADICATION OF ALL EXISTING 22. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ARROW OR STREET. PAVEMENT MARKINGS WHICH ARE IN CONFLICT WITH PROPOSED STRIPING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 7. ALL JUNCTION AND ACCESS BOXES, UTILITY PADS AND MECHANICAL PLAN. 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. EQUIPMENT SHALL BE SCREENED. SEE ARCHITECT'S AND/OR 8. ERADICATE PAVEMENT MARKING SHALL BE TREATED WITH THE APPLICATION LANDSCAPE PLANS FOR DETAILS. OF SLURRY SEAL IN ACCORDANCE WITH VDOT SPECIFICATIONS. 23. VDOT SHALL HAVE APPROVED ALL BASE COURSE(S) FOR DEPTH, TEMPLATE AND 8. THRUST BLOCKING DETAILS FOR WATER LINES ARE TO BE IN 9• STRIPING TO BE PREFORMED IN -KIND WITH EXISTING TO REPLACE ALL PERFORMED THE REQUIRED FIELD INSPECTION (VISUAL, PROOF ROLL, COMPACTION ACCORDANCE WITH ACSA SPECIFICATIONS. MARKINGS REMOVED BY MILL AND OVERLAY. OR ANY ADDITIONAL AS DETERMINED BY VDOT INSPECTOR) PRIOR TO PLACEMENT OF 9. WATER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACSA ANY SURFACE COURSE(S). CONTACT VDOT, IN WRITING, FOR INSPECTION OF THE STANDARDS AND SPECIFICATIONS. BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 10. GAS LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTESVILLE GAS STANDARDS AND SPECIFICATIONS. 24. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS 25. A LICENSED GEOTECHNICAL ENGINEER SHALL ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 26. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 27. DRY GUTTER IS NOT ALLOWED IN VDOT RIGHT OF WAY. 28. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATIONS AND/OR MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT. 29. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETERMINED AT TIME OF SUBGRADE INSPECTION. 30. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 31. VDOT SHALL BE PROVIDED DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. THE CERTIFYING DOCUMENTATION SHALL CONFORM TO VDOT SPECIFICATIONS AND THE APPROVED PLANS. 32. THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER IS REQUIRED ON ALL DENUDED AREAS THAT ARE NOT TO BE FINE GRADED FOR PERIODS LONGER THAN 30 DAYS. 33. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF WAY UNLESS SAID STRUCTURES ARE SHOWN ON ROAD CONSTRUCTION PLANS APPROVED BY VDOT OR COVERED BY A VDOT LAND USE PERMIT (OR BY A LETTER OF INTENT FROM THE RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). 34. THE DEVELOPER IS RESPONSIBLE FOR CONTACTING THE CUPPER DISTRICT TRAFFIC ENGINEERING SECTION FOR GUARDRAIL LOCATION AND PLACEMENT REQUIREMENTS. 35. A PRECONSTRUCTION MEETING IS REQUIRED PRIOR TO UNDERTAKING ANY ROADWAY CONSTRUCTION ACTIVITIES. DEVELOPER OR DESIGNEE WILL CONTACT CHARLOTTESVILLE RESIDENCY, IN WRITING, FIVE WORKING DAYS IN ADVANCE OF ANTICIPATED CONSTRUCTION START TO ESTABLISH DATE, TIME AND LOCATION FOR PRECONSTRUCTION MEETING. THE PRIMARY FUNCTION OF THE CONSTRUCTION MEETING WILL BE TO IDENTIFY GEOTECHNICAL PARAMETERS OF PROPOSED CONSTRUCTION ACTIVITIES. 36. EXISTING PAVEMENT MARKINGS WITHIN STATE RIGHT OF WAY ARE TO BE ERADICATED (ALL ERADICATION SCARS AND FULL WIDTH LANES SHALL BE OVERLAID WITH SURFACE MIX OR SLURRY SEAL . EITHER METHOD USED MUST BE PLACE FOR FULL LANE WIDTH[S]). ALL NEW STRIPING REQUIRES THE USE OF THERMOPLASTIC PAVEMENT MARKINGS. CONTACT DISTRICT TRAFFIC ENGINEERING OFFICE TEN DAYS PRIOR TO PROCEEDING FOR STRIPING LAYOUT. 37. A GEOTECH REPORT SHALL VERIFY/APPROVE STONE DEPTHS IN ACCORDANCE WITH VDOT APPROVED PAVEMENT DESIGNS, PRIOR TO ASPHALT PLACEMENT. 38. ALL CONSTRUCTION DEBRIS, MATERIALS, DUMPSTERS, ETC. SHALL BE LOCATED OUTSIDE THE ROADWAY PRISM PRIOR TO STATE ACCEPTANCE OF THE ROADS AND SHALL BE MAINTAINED OUTSIDE THE ROADWAY PRISM WITHIN EXISTING STATE ROUTES. 39. ANY LANDSCAPING, IDENTIFICATION SIGNS, LIGHTING, ETC. THAT MAY BE INDICATED WITHIN THE CONSTRUCTION PLANS SHALL BE FOR INFORMATION PURPOSES ONLY. NON-STANDARD ITEMS MUST BE APPROVED BY SEPARATE SUBMITTAL THROUGH THE PERMITTING PROCESS. .,G E t= .............................. V/11 if 3`! 3lAL VE ff9 /: ff AfjfT f �Ej.J {..,rfl,:f' r'. 1,' p<is{.: €E.:':1 Pjf.3E f i�:f. Y:'..fJV ` lsb'Ir ?; %is::��:7�.9 UIL.i f „/s`VLE t v L,r 'Yf' sPOL ,r, < GUY rs%i Lfif f aifOR (fY'! e f'?ri3. •?'L�i� i��f`. t 'Ti /1110 . f. (.'. 5f�1 VIS E - _._ Lif'�f r rti'f "I yiLis�..3 ja..:r ..lf.'r„ ✓ 01LIll"! ............. fl ............. ......... �WA "f"Sµs %4 ? .<; ...... _...._..... ..._........ t�i's.) .. .. ... .. ....- Lis'�t.�ER is?0fil f..3 .::.. j.:.. :f::iL tPAO Y ....... ..... ............ 1 f: �:............. e.l :u ............. .... �'i"i%"r.ir:, '; /.Fi.i< r S,� ..f:x..f.....o..:f?'.., ..?t ...fit":.�i....(•. .... .. .%. t - {,js5:'............._...,....,........_......v. i,i l.:'!°..!'<f.::l:..� { .i, rr:f .'..? .J..%i sw D, "WL y f;ry:Js:1 i'V0 W,,v,'f=<, := : VAj LEGEND W WATER G GAS STORM PIPE �®O STORM INLET f 4 STORM MANHOLE ® WATER VALVE -� STREET SIGN PROPOSED FIRE HYDRANT (COMPLETE) CURB & GUTTER (CG-6, CG-7) CURB (CG-2) DITCH LINE ABBREVIATIONS TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT VAR = VARIES ST'D = STANDARD REQ'D = REQUIRED PROP PROPOSED V.I.F. = VERIFY IN FIELD EXIST. = EXISTING TYP. = TYPICAL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP PAUL HUBER, LS ORIGINAL SURVEY APRIL & MAY, 2015 ADDITIONAL SURVEY NOVEMBER, 2015 TOPOGRAPHY FIELD VERIFIED AUGUST, 2017 Lie. No, 313,71 I I�61I7 M E 0 N OV N � Q o > E w v E �4 Q 14 ate+ LL o LL Ld Lu s M a _j U 00 w J - Lri p N c i Lu zr�m �OU:3) �* U) _ N :c j LLr) a c Lfi O N P M n. d- 00 J z w w U O O cn U U LLI 0 w w z a. 0- 0 0 0 H VI V/ W > > rk, � � 0 w Q 0 DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE N/A M W 0 H Q us i W z<Q w co0Z5 O J VJ Q L- LJ.J U z 0 W 5 z J° MW W JOB NO. 3882.00 SHEET NO. 2E(2) 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CO-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4PSI PRECAST. 2 R 3. CURBURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS D•o • D.o 3" (21" DEPTH)IN ORDER THAT THE BOTTOM ,d,• d, OF CURB WILL COINCIDE WITH THE TOP OF A D COURSE OF THE PAVEMENT SUBSTRUCTURE. p,• ' p,p' " OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. v NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE I DEPTH. SURFACE 5 CG-2 IS TO BE USED ON ROADWAYS MEETING Pd.' p.' THE REQUIREMENTS FOR CG-6 AS SHOWN IN p > D > D APPENDIX A OF THE VOOT ROAD DESIGN MANUAL, v) > e IN THE SECTION ON GS URBAN STANDARDS. d• d• DD''Ds''D d• o• BASE D�p➢D�' DD d d I� 'a"`I 2" RADIUS ' SUBBASE z D o D D. SURFACE Xa Tn d' • Pd �' . P •d d d• BASE >DA.pIP` b SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION XV IDOT REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CO-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX NT F THE SPECIAL PROVISION FOR 1 DETECTABLE 48'-1 MAX THE REQUIREMENTS O E S EC ALCG 2 WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND_LF I SPECIAL DESIGN SECTION FOR APPROVAL.- 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q• \ FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8' THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER lyy". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS vrjG� �•�� ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. \� ,{ �/j �i\i�r(��r .��f ` 5'MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON ThIE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DREC[ED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS.DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL . ,.�. �:� •v - ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED v� AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK PND v THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS t2.1_ MAX PERPENDICULAR TO THE CURB. 5,WIN Y ;4::K ;K �fw fIFL-11 1=11L �11� Ei ( 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT I�IF=11 I I I- . •:\�-? �1'�=�-11,I��t+++��1 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TI-1 TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT , 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, J AT W:K ,SAME AS TOP OF CURB H 1 WIDTH H THE WIDTH OF THE SHARED USE PATH. THE MINIMUM ID H SHALL BE E W D E� EO U 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANOING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO [HE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF /- to 1.6"-2.4" GC ` I CURD AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE ->••I j-�--� - o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O 0 0 O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH \/ THE BACK OF CURB. 1 `- - O O O 0 000 O O 0 O O �� 0 - 0 0 0 0 0 0 0 0 0 0 0 0 -7q- LANDING RAMP 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 150;lm65uX OF BASE DIAMETER - O O O 0 O O O 0 O O O O O O 0 N f ` TOP DIAMETER DETECTABLE WARNING AT BACK OF CURB 0.9"-1.4" l VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BA''E DIAMETER I-4 �'�- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ,VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET ]OF 5 REVISION DATE (GENERAL NOTES) 105 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION) 502 203.05 0 2016 ROAD & BRIDGE STANDARDS CG-3 2" R P D pQ 1. R D 'p SURFACE CE . , , p. pzL op. BASE A. p p.oDD pD SUBBASE 7" NOTES: 1. THiS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 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 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CO-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 6, WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS, �� SPECIFICATION 11 STANDARD 4 CURB REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 201.02 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS A CG-12 PERMISSIBLE CONSTRUCTION 4, #5 DOWEL, B" LONG a 12" C-C JOINT MIN. 1 I T 10:1 10:1 4' B MAA� �`MAX B cT I - 8 TRUNCATE DOME TYPICAL DESIGN A SEE SHEET I OF 5 FOR DETAILS 8'-0" Min. I 4'-0" Min, BACK OF CURB --� 12:1 MAX. 48:1 MAX. j 20: 1-. 4' 2' MIN. SECTION A -A a' PERMISSIBLE }' CONSTRUCTION 4 - JOIN T • TYPE A SECTION B-B WITH BUFFER STRIP NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. - V T A 4' SQUARE LANDING A 4' SQUARE LANDING Y Y IFS AREA OUTSIDE OF AREA OUTSIDE OF I TRAVELWAY SHALL TRAVELWAY SHALL -F BE PROVIDED WITHIN BE PROVIDED WITHIN �i THE MARKED THE MARKED N N CROSSWALK AREA. CROSSWALK AREA. II: �a �� V Q d a- N V) (n (1) - - CROSSWALK C R SSWALK o 0 - - 'I O TYPICAL PLACEMENT TYPICAL PLACEMENT II � n Of AT INTERSECTION V CROSSWALK UROSSWALK AT INTERSECTION WITHIN CROSSWALK DIAGONAL PLACEMENT WITHIN CROSSWALK (WITH BUFFER STRIP) DIAGONAL PLACEMENT WITH BUFFER STRIP SPECIFICATION 1,V DOT REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.06 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI-1 %p SECTION CAST IRON -►I� %z SECTION STEEL NOTES 2'-7" LUGS TO BE 1'-3/ " L 2%z" x 21/2" x 1/q" 1, DEPTH OF INLET (H) TO BE SHOWN ON CAST WITH 10'-4" LONG rn COLLAR T ' B STANDARDRDI-11A GREATER THAN 10'USE A A I 2, THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF iv r CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE F IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONAL 43.6 LEIS CONNECTORS SHALL BE DETERMINED BY THE BRACE RIBS - - 3 LBS I TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. ) INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS :CONNECTOR INVERT IS TO BE SHAPED I ACCORDANCE m WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS 9%" 2'-7" 91/" - INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" %p" x t%y" x 4" j I %Z' x 4" STRUCTURE. PLAN LUGS I � STUD SHEAR 12" 9�z" CONNECTORS 4• IN THE EVENT THE INVERT OF THE (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED -"� I- }/a"' WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE SECTION B-B STRUCTURE. THE COST OF FURNISHING 7�v L COLLAR DETAIL : "MIN RAISED TOOINLETCISHAPINGMISTTO BE INCLUDE���21/ �ETTERING IN THE Bin PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS CAST IRON ONLY41-011 OR STPNDARDGSTAt ER. FOR DETAILS SEE DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A D IN PLACE. 4' 2" HARDWARE 2 6 7. #4 X 8" SMOOTH DOWELS AT CLOTH 1'-3" SEE DETAIL B APPROXIMATELY 12" C-C TO BE '- 2'-7" I I PLACED IN ALL AREAS ADJACENT 'I7iI 4" DEPTH AGGR. TO ABUTTING CONCRETE ADJACENT PREVENT #68, #78 OR SETTLEMENT. IN LIEU OF DOWELS w w w w ,o P _ z # 8 x 6' WIDTH � � �u� � � � � � � � � � � N A 2"X4" NOTCH MAY BE PROVIDED. a- a a IL p• ^_ SEE STANDARD T-DI-3, 4 FOR __ SH aD a a D D 3" DIAMETER ALTERNATE DESIGN. J� COLLAR D SEE NOTE B ���������o /' N II II 8. 3" DIAMETER WEEP HOLE W�T 12"X12" x z z z z 12" a R GPLASTALVANIC IZED�STEEL WIRE, MINIMUM OQaQQQQQO�Q��� 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH iY Fn io in _ HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. ' p' p p • D � 9. CAST IN PLACE CONCRETE IS TO BE p D P p n CLASS A3 (3000 PSI). PRECAST ' I I I' n I ��' ��I CONCRETE IS TO BE 4000 PSI. SECTION A -A 11/z H -�Fi+ P i 10, ANY ALTERNATE METHODS OF ANCHORAGE CONCRETE (1UANTITi�S FOR MIN. DEPTH SEE DETAIL B ' I I' MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PIPE 1.528 CU, YD, CONCRETE 11/4' ��' CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY 181, CO CRETE PIPE - 1.620 CU. YD. CONCRETE GRATE 363 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1 24" CONCRETE PIPE - i,817 CU, YD, CONCRETE SECTION C-C SECTION D-D VARYEBYLMANUFACTURER. TION iTERING MAY AADDDIT ONAL COOT°OF DEPTH. GRATE DETAIL lVDOT STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF d REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1oa.o1 2016 ROAD & BRIDGE STANDARDS LANDING 48:IMAx. DIAGONAL PLACEMENT SLOPE LANDING 4a.I MAX. LANDING bail MAX. t SLOPE SCOTER ,e-,,:' k. �L;:k+ '*a >~• CURB 5' MIN f CURB CROSSWALK wZ`) CROSSWALK a GRASSR(� s n cuRe CONCCRETE CURB o WITH BUFFER STRIP WITHOUT BUFFER STRIP XVDOT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 203.07 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS cG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST I PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB &GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG 6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • a p':p o o D D D D D D p p p p p. D P O D D 6" I 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION XV00 I - REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE I SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CG-12 A - t =i.`q 5' MIN #5 DOWELS, 8" LONGl PERMISSIBLE i AT 12" GC- CONSTRUCTION III MAX JOINT 4' MIN 12:1 MAXI i 12:1 MAX N I I I RAMP RAMP (SEr E TABLE) (SEE TABLE> f TL - 1 • I ;1-' B WITH BUFFER STRIP 5' MIN 12:1 MAX• A TRUNCATED DOMES SEE SHEET IOF 5 FOR DETAILS :III MAX.-, 'I -� 4'MIN MIN SHAPE TO MATCH FAG£ - BACK OF CURB-� OF ROADWAY CURB 48 :1 MAX WITH BUFFER STRIP 48 :1 MAX. MIN 2 MIN- I� I2:1 MAX. yf 1 SECTION A -A Y 1 WITHOUT BUFFER STRIP PERMISSIBLE CONSTRUCTION 4" Y 3 JOINT w CUR 0 � w V SECTION B-B j CURB \ A? CROSSWALK b o. ;: 0` A 4' BOOMER LANDING AREA OUTSIDE OF TRAVELWAY NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SHEET I OF 5. CROSSWALK ° y Sa' / .,� � SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHINSEE CROSSWALK AREA. CROSS THE AREA, THE REQUIRED LENGTH OF A PARALLEL RAMP Y TYPICAL PLACEMENT CURB 4' BUFFER STRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5'SIOEWALK SLOPE. WITHIN CROSSWALK TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET a" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 1 is 1 15 CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10'0R THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" 5" EL M) - I"`1' D P D � P P P p 1 D D D p p p • p P D D D P D D D P P P '-- - -- - THE BOTTOM OF THE CURB AND 7" 2' 0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED 1vDOT COMBINATION 4 CURB AND GUTTER SPECIFICATION it REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF i REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 201.04 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS h�. 5 MIN. F-• i 7 PERMISSIBLE CONST. JOINT ^ �' \2, A -EJ TRUNCATED DOMES SEE SHEET i OF 5 FOR DETAILS LANDING AEA TANGENT PLAN OUTSIDE AREA OUTSIDE OF SHAPE TO MATCH FACE TRAVELWAY SHALL BE PROVIDED WITHIN 2'-0" MIN. OF ROADWAY CURB 5'-0" MIN. THE MARKED CROSSWALK AREA. AT X 2" HIGHER BACK OF CURB- 12, 1MAX . -•- 48; 1 MAX. EDGE OF PAVEMENTHAN 20 : 1 -� -'- 48: iVMAX. AT X X , SAME AS TOP OF CURB SECTION A -A MAX. 5•�AjN xx 4•T'tP. ''tI 2' MINA TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 a 4 8 5 5 0 6 7 14 7 13 15 8 15 15 - 5' SIDE WALK 4' BUFFER STRIP V) to O U-I CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP AT X .2" HIGHER THAN P. EDGE OF PAVEMENT AT XX. SAME AS TOP OF CURB 4'TYP.2' AT MIN. AT )K , 2" HIGHER THAN 1 EDGE OF PAVEMENT AT X X' , SAME AS TOP OF CURB NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AMID ROADWAY GEOMETRIr_S PROVIDING THE DIMENSIONS AND F SLOPS ARE AS NOTED. THE REQUIRED LENGTH OF A PARALLEL RAMP IS THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN CAN BE USED WITH LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 5' X 5' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. SPECIFICATION lV DOT REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION DATE SHEET 4 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 -_ _- 203.08 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS Di-2A, 2B, 2C EXISTING OR PROPOSED 01-3A, 38, 3C EXPANSION KEYED SIDEWALK. SEE NOTE 15 GALV.L2%'X2%z'X%q" E FOR DETAILS OF INLET JOINT CONS T. BARS D U' APPROACH EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT . MCO LONNzG��\ GALV. MC6X12 I- 3'-2" I Fl--A 51C C _I �C BARS A-1 ato"cc D_ m D ° } BARS B 4 10" C-C WDINTS M TYPICAL ° RARS c 1 FACE OF CURB) a 8" C-C 9%z" 2" 9%z" N w O IF 631 FLOW ,_7„ BARS A I CRACK CONTROL JOIN 0101, C-C E '$' 3' D"� 2'-2" W. 13,.rG SECTION B-B DOLLAR 6' MIN. 3'-6" 6' MIN. 2'-7" to'MAx. I _ PLAN VIEW 10'MAX. V-4" 2'-0N ` -A BARS A-1 L 2%z"X2%2"X)/4" LOPE OF •r Y . � � �rlw�wwwww wwwww wr wwwwww. iirrrrr�ww���rrrrr•�ii rr�rrrrrr. � �I����■/�rrllrr��l•���r�r��lr���r�� IY�.Irr��!•w�r�rt������w�I�I�r���>•I���r. r_s.r�urrrrwrwr.�rrrrrwwwrrrrrrrrwrr. r 0 ME �1 � tic '• ���`' JOINT CUTTER '� BAR BAR G WARPED GUTTER BAR C I - SUBBASE 2„ - - - HARDWARE z BARS F CLOTH WEEP HOLE. 2 o I I SEE NOTE 8 _ 1 STEPS.'SE NOTE 5 8„ 2,_8„ IR., 4' SECTION A -A L-VARIABLE-MAX. 20' GAIN V' �PROACH �A r 2'-0" 8" 2'-2" " 8" 3' 0" p SURFACE GALV. MC6X12 L-VARIABLE - MAX, 20' BARS F ' ;) 2ED CO ' JOINT ARPED GUTTER f� 2'-G„ 8" 2'-6" 8., 3'•0'" 2" APPROACH GALVANIZED MC 6 X 12 I _- f F- d CA D BN25 E SURFACE SECTION D-D I'-�1 N B g � / TARS A GUTTER L y�ry (F�- I I - - - - a 6" C-C WELD 1' s" r 60 1 1 BEFORE -------------------- GAILY --- �� I 2" . B S G ( - 3" DIAMETER B B a 6S C 1 GALV. WELD ALL _ _ _ _ 1 _ _ _I WEEP HOLE I BARS E " 8" 8" MC6X12 I -' r SEE NOTE $ /z X a" 1 BARS F -BARS E STUD SHEAR 1 B3" DIAMETER BARS E BARS B CONNECTOR I WEEP HOLE FRONT ELEVATION BARS F $ 1 $ $ SECTION C-C To COLLAR. ODECREASE TO 1" - - - - - I (GUTTER REMOVED) 11/4,• 3'-0" FRONT ELEVATION WHEN INLET IS USED SECTION E-E WITH MEDIANS. DI-2A DI-29 - L� SX'/4' BENT PLATE SECTION B-B 4" WARPED GUTTER 8" 8" i J L` L L •I BARS A-1 APPROACH GUTTER �' a 7 - J io ( ti 1 TYPE A NOSE DETAIL SHALL BE USED WITH CC-3 & CG-7 STANDARDS. a . ; GALVANIZED 1/4 i .. 11/„ TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B I/p" X 4" STUD SHEAR CONNECTOR WELDED I I I WEEPHOLE I/ L 2� "% 'Xi/4" i I I FLOW + c� o BARS A-1 SEE NOTE 8 5 X p GA1vvANIZtE� GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C-C. I d f BENT 1 ATES SLOPE OF CONNECTORS AND IS TO BE ANCHORED WITH I/Z' X 4" STUD SHEAR i I_ w a BARs A NOSE DETAILS _I o � I - APPROACH WELDED TO BENT PLATE AT 2'C-C. - -I w o BARS - - a 0" C-C o SURFACE 2 d z = s N APPR. PAVEMENT FOR USE ON GRADES a w BARS B a ° I L DI-3C L WARPED PAVEMENT a w 10" C-C I I „ / "X4" STUD DI-3A ;� 01-36 �4 SfIEAR CONN. L = N s c gs C C o WELDED TO ANGL DI-2C ? BARS F I ND TYPE B TYPE A suRFAROCE - ---------- _ �� L_ 1 FLOW FLOW FLOW FLOW 1 1 FLOW "' SEEPNOTE 5 NOSE DETAILS i 1 �--- 2'-3" TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. ) DETAIL WHEN USED _ _ 1 3'-7" TYPE B NOSE DETTH, SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS SECTION A -A OF 68°30'AND IS TO BE ANCHORED WITH "X4" STUD FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD.ST-1. SHEAR CONNECTORS WELDED TO BENT PLATE AT 2'C-C. BOTH SIDES TO BE SYMMETRICAL \V MT SPECIFICATION XV DOT SPECIFICATION STANDARD CURB DROP INLET REFERENCE STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET i OF 2 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 2.33 302 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 104,09 08/10 VIRGINIA DEPARTMENT OF TRAP45PORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS Lic. No, 31371' [7 E O 0 M V [V v7 N 0 Q O E 6 E W = F- H Q �+ L!. 0 Lu O TO Lu IL U oMo - Ln 2:I- O I- FJ1 Lcu VI 0 H G cW G W V M 2 0 0 � 0 U u) ai L• � = NN z a Cl =t>>Ln O 00 Q 17- In cO W ,n W a) Fv'I M tY CL- 00 _( k-0 F- [n O 2 V O 2 F- 0 N � W r-i O W N Q \ � \ O Z � O DATE t~/) 611412017 O DRAWN BY J. SHOWALTER • DESIGNED BY • J. SHOWALTER • CHECKED BY • J. HASH . • SCALE s NIA • • • Ell U) N 7 U c rr j > 0 O w m 3 N 0 a ui T c W 0 w H a N H 7 z s < 0 c H j V) N UJO c �-Ldo ow r zQ Q C C 0 G o W z 0 cm O J Q LL 3 Q � / /1 U O V� 70 uj a �U) (A � Z W O n0 o O v z E o � O N � N C: ce o 0 7 O (9 3 (n Z U) Wa m � X a) o r O Q r 0 3 a) c > CU w ya 0 n U O •o O U w 2 L) N (V O U c o a) E J O N O CA N � t4 Q 0 _ JOB NO. .- o w N U 3882.005 �0 SHEET NO. Q 2E(3) I• GENERAL CONSTRUCTION NOTES FOR EROSION AND EROSION AND SEDIMENT CONTROL NARRATIVE: GENERAL EROSION AND SEDIMENT CONTROL NOTES: MINIMUM STANDARDS(CONT.): SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM, 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS, STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. NOTE: 1. CONTRACTOR MUST KEEP THE EXISTING ROAD FREE OF SOIL. 2. THE CONTRACTOR MUST DETERMINE A STOCKPILE AREAS (IF REQUIRED). IF AREA IS OUTSIDE THE LIMITS OF DISTURBANCE AS SHOWN IN THESE PLANS, THE LOCATION MUST BE SUBMITTED TO AND APPROVED BY ALBEMARLE COUNTY ENVIRONMENTAL ENGINEERING PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL NOTIFY THE ENVIRONMENT INSPECTOR AT THE PRE- CONSTRUCTION MEETING OF THE PERMITTED LOCATION EXCESS SOIL MATERIAL WILL BE HAULED TO OR BORROW MATERIAL WILL BE BROUGHT FROM. PROJECT DESCRIPTION THIS PROJECT, IN ALBEMARLE COUNTY, INCLUDES CONSTRUCTION OF SEVERAL DIFFERENT SECTION OF SIDEWALK ALONG ROCKFISH GAP TURNPIKE, RIO ROAD, AND AVON STREET EXTENDED. ADJACENT PROPERTY THE AREAS OF CONDUCTION ARE SURROUNDED BY RESIDENTIAL, COMMERCIAL PROPERTIES AND EDUCATIONAL FACILITIES. EXISTING SITE CONDITIONS THE CURRENT CONDITIONS VARY AND INCLUDED ROADSIDE DITCHES, ASPHALT LANES AND GRASS STEEP SLOPES. OFF -SITE AREAS THE MAJORITY OF CONSTRUCTION WILL TAKE PLACE INSIDE OF THE VDOT RIGHT OF WAY. ADDITIONAL RIGHT OF WAY AND EASEMENTS WILL BE PURCHASED AS SHOWN ON THE PLANS. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ADDITIONAL ATTENTION IS TO BE FOCUSED ON DISTURBANCE IN THE AREAS OF STEEP SLOPES SUCH AS THOSE ALONG THE SOUTHER PART OF AVON. CONTRACTOR TO DEVELOP AND PRESENT MEANS AND METHODS FOR CONSTRUCTION THAT AREA ACCEPTABLE TO ESC INSPECTOR AND VDOT BEFORE BE BEGINNING DISTURBANCE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. CULVERT INLET PROTECTION - 3.08 A SEDIMENT FILTER PLACED AT THE INLET OF A CULVERT TO PREVENT SEDIMENT FROM ENTERING THE SYSTEM PRIOR TO PERMANENT STABILIZATION. 8. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR CHANNEL SECTIONS TO PREVENT SCOUR AND PROTECT THE OUTLET STRUCTURE. 9. ROCK CHECK DAM - 3.20 SMALL TEMPORARY STONE DAM CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH, 10. TREE PROTECTION - 3.38 PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY, 11. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1, PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS, 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. MAINTENANCE (SEE "MINIMUM STANDARDS" FOR ADDITIONAL INFORMATION). ALL EROSION AND SEDIME NT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RUN-OFF PRODUCING RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR U 1. CHECK THE SILT FENCE BARRIER FOR UNDERMINING OR DETERIORATION OF THE FABRIC. REMOVE SEDIMENT WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER. 2. CHECK THE SEEDING AREAS TO ENSURE THAT A STAND OF GRASS IS MAINTAINED. FERTILIZE AND RESEED AS NEEDED. 3. CHECK THE CULVERT INLET PROTECTION FOR SEDIMENT BUILDUP. CLEAN OR REPLACE AGGREGATE IF CLOGGED BY SEDIMENT. REMOVE SEDIMENT AND RESTORE THE IMPOUNDMENT TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN DEPTH. CONSTRUCTION SEQUENCE: SEQUENCE OF INSTALLATION 1. SCHEDULE A PRECONSTRUCTION MEETING, GIVE A 48-HOUR NOTIFICATION OF THE PRECONSTRUCTION MEETING AND A CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST BE PRESENT AT THE MEETING. 2. PROVIDE MINIMAL CLEARING TO INSTALL SILT FENCE JUST BEYOND EXTENTS OF THE CUT SLOPE. TAKE SPECIAL CARE TO KEEP SOIL BUILD-UP FROM ENTERING THE EXISTING BELMONT ROAD PAVEMENT. 4. INSTALL INLET PROTECTION AND CULVERT INLET PROTECTION TO EXISTING STRUCTURES. INSTALL CHECK DAMS IN EXISTING DITCHES. 5. CLEAR AND GRUB AS INDICATED IN THE PLANS. MAINTAIN ACCESS TO EXISTING DRIVEWAYS ROAD. 6. TEMPORARY GRADING AND SEEDING IS REQUIRED WITHIN 7 DAYS OF DISTURBANCE FOR ALL AREAS WHICH ARE NOT TO BE ACTIVELY CONSTRUCTED UPON WITHIN 14 DAYS OF INITIAL DISTURBANCE. 7. COUNTY INSPECTOR OR VDOT MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES BASED ON FIELD CONDITIONS DURING CONSTRUCTION. 8. COMMENCE ROUGH GRADING OF SIDEWALK AND SLOPE AREAS AND INSTALL UTILITIES AND STORM SEWER PIPES AND STRUCTURES AS REACHED. 9. INSTALL ADDITIONAL INLET PROTECTION AND CULVERT INLET PROTECTION AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 10. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED.INSTALL THE STONE BASE FOR THE NARROW STRIPS OF ROAD WIDENING AND ANY INTERMEDIATE AND/OR TOP COATS OF ASPHALT ONCE FINAL GRADES ARE REACHED. 11. ALL STORMWATER PIPING & STRUCTURES, SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE ESC INSPECTOR. 4. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE ESC INSPECTOR. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUESTED BY THE COUNTY INSPECTOR AT ANY TIME DURING LAND DISTURBANCE. EROSION AND SEDIMENT CONTROL NOTES ES-1: ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 4VAC 50-30 E&S REGULATIONS. ES-2: THE EROSION AND SEDIMENT CONTROL AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. ES-3. E&S CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OR AS THE FIRST STEP IN LAND DISTURBING ACTIVITIES. ES-4: A COPY OF THE APPROVED E&S CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: IF THE APPROVED EROSION CONTROL STRUCTURES DO NOT SUCCESSFULLY CONTROL SOIL EROSION THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, AT NO ADDITIONAL COST TO THE THE EROSION AND SEDIMENT CONTROL AUTHORITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF PRODUCING RAINFALL. ANY NECESSARY REPAIRS NEEDED TO MAINTAIN THE EFFECTIVENESS OF THE E&S STRUCTURES OR SYSTEMS SHALL BE MADE IMMEDIATELY. ES-9: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE INSTALLED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. ALL MUST BE COMPLETED ACCORDING TO THE STANDARDS AND SPECIFICATIONS SECTION 3.31 AND 3.32 IN THE VIRGINIA E&S CONTROL HANDBOOK. ES-10: ALL SEEDING SHALL BE MULCHED IN ACCORDANCE WITH THE VIRGINIA E&S STANDARDS AND SPECIFICATIONS ON MULCHING SECTION 3.35. ES-11: TEMPORARY AND PERMANENT SEED VARIETIES SHOULD BE CONSISTENT WITH THE E&S HANDBOOK FOR THE PIEDMONT REGION OF VIRGINIA UNLESS OTHERWISE APPROVED BY THE EROSION AND SEDIMENT CONTROL AUTHORITY. ES-12: PERMANENT STABILIZATION WILL NOT BE ACCEPTED BY THE EROSION AND SEDIMENT CONTROL AUTHORITY UNTIL IT IS UNIFORM, MATURE ENOUGH TO SURVIVE, AND INHIBITS EROSION. ES-13: ONCE THE DISTURBED AREAS HAVE BEEN STABILIZED TO THE SATISFACTION OF THE ESC INSPECTOR, ALL EROSION CONTROL STRUCTURES SHALL BE REMOVED. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. - E STABILI ZATION OR MS 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVE D WITHIN 30 DAYS AFTE R FINAL SITE S AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1)THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION. (2)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS AND TWO-YEAR VELOCITY TO VERIFY NO EROSION OF CHANNEL BED OR BANKS. (3)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS. (4)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1)IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR FREQUENCY STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR FREQUENCY STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR FREQUENCY STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3)DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STO RM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL. (4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION/RETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION/ RETENTION, HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL OR DETENTION FACILITY. J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDRAULIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT THE PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO I. DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; II. DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM;AND III. REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1,5,3 AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ADDU,ING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO �10.1-562 OR 10.1-570 OF THE ACT M. FOR PLANS APPROVED ON AND AFTER JULY 1 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT(�10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMPO PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANARD 19. lie. No, 31371 10126117 cm E 0 N OU N � ¢ o > E w °J E _ - +� LL 0 LL L Lu0�,-, .W.1 U 00 J - Lcj H p N ul U Lu N ors �LL. 0a V j F- Ln rn O N 41 �r GO J 0 c� 0 I- 0 w w U z 0 1n H 0 z U) U) w w 0- u 0 0 w 0 w w z a 0- 0 0 0 w w W fl� E E N N T-i r-i W O N Q � o 0 � N rn o DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE N/A J H W C) 0 Q z 3: Q W W C H Q 0 rr�^1 z z v1 (D W ` � J r>o w J z<z w O m 0 � U U o Z W LLJo� _j u ce LW V) 7 0 W a 00 z _I O _ U7 0 W JOB NO. 3882.00 SHEET NO. 2E(4) W C N co co co SO - co O TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE SILT FENCE CULVERT INLET PRO >-EC TION NOTES APPROXIMATELY 200 ALONG THE LINE OF STAKES. ' 6 I- 6' ENDWALL . STAPLES REQUIRED PER - =� --�'� TOE OF! ANCHOR 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, f j % — �IIII FILL CULVERT Lie. No, 31371 10SLOT JUNCTION SLOTS & �� /�� CHECK SLOTS TO BE �. FLOW �4„ O BURIED 6" TO 12". 7©NAL 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE JUNCTION 12" MAX. 4:1 OR FLATTER EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. - o SLOT 6" MAX. STEEPER THAN 4:1 EDGE AND END JOINTS CHECK SLOT TO BE SNUGLY ABUTTED I I I I III I I I * TOE OF FILL TERMINAL FOLD (JUTE MESH WILL HAVE I I I IIII '> IIII SILT FENCE * DISTANCE IS 6' E N o N STAPLED LAP JOINT IN I LAP JOINT 2" MIN. (JUTE LIEU OF EDGE JOINT) I I I I I I I FLOW MINIMUM IF FLOW IS **OPTIONAL FLOW ¢ O > E MESH ONLY) I I III = I TOWARD STONE COMBINATION v TAMP FIRMLY I I ANC T 5' MAX. 4:1 OR FLATTER 3' T I SHEET FLOW INSTALLATION EMBANKMENT 1,0' 1.5' w I.-- >, = MAX. STEEPER THAN 4:1 I I i I PERSPECTIVE VIEW ) 3 �--�- H � ¢ U w� N o FLOW I MAX. . - �w u. O N I I I I I I I A B A �� \\ N Q U amo O (I1 (!1 - i I — FLOW - 2.5' Lu °- oN N a W W CHECK SLOT I I I I I I I I z Lu M I:: C-+ uo O O " TAMP 1 TO 2 --I f-- i I FIRMLY CHI ECK SLDT I I I I I I Z - g I ---VAR. -r- VAR. ---I 2" �) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION ** VDOT #3, #357, #5, #56 OR #57 CLASS I COARSE AGGREGATE TO REPLACE SILT RIPRAP FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. POSTS. L�y......_,�a � X ¢ � L� � Q � �• U) U ¢ w O w w � w w n. O p I SF 3.05-2 (FRONT ELEVATION) CIP 3.08-1 -� SAX I/ J j I I�L o N H W ��. w �m. uj SILT FENCE (W/O WIRE SUPPORT) CULVERT INLET PROTECTION = STAPLE FORMED FROM N0.11 STEEL WIRE. CHECK SLOTS AT MIN. 50' C-C ( I /' j — �� l I_ J ( ) V) � 4 L M n d � W ry W E No Scale No Scale 8' STAPLE MIN. LENGTH FOR SANDY SOIL. INTERVALS; NOT REQ.'DWITH 6" STAPLE MIN. LENGTH FOR OTHER SOIL. ALL COMBINATION BLANKETS III_ /:/ —I I- — I- III —I -III-III=1' O W tO GRAVEL CURB INLET SEDIMENT FILTER FLOW11111�= JUNCTION SLOT f TAMP FIRMLY TERMINAL FOLD �S: `` ���■ �--12 —� I TAMP FIRMLY ' Ell] ®�® ° AE]0■ ��� DoOl ONE �. \\ 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE :3 2" THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. _ O 211 _ -- -- THE TRENCH. C7 ifl 0 O CiiD Lu w o PERSPECTIVE VIEW /=Ill + 12" GRAVEL FILTER — RUNOFF WATER — - WIRE MESH �- -1I11 `�� h: �E /� " _III -I I II I FLOW �,-�-' III-1 I II 111-I -=_-=' I-111_u l � 1-1 11-1 I i- I -I I =1 I I " EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Ui w v ¢ z0 vl I- rn N a BLANKET MATTING VESCH TREATMENT-1i�=11= No Scale DATE TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION SHALLOW BLANKET) SLOPE` ON SHALLOW SLOPES STRIPS NETTING nj� _ FILTERED WATER a,• FILTER FABRIC- j 0 6/14/20j7 a � o� `.•• ;. ::o•.. -_-_ = WIRE=II � II a PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. � . ... .,:.. — (T -a.: - - - _ I � � 111I I I I I I —I 11=1 I I= I 11: ... ........ I SHOWALTE :, FABRIC (ATTADN T wtTrr • : • •- .. �I II �.: - -III—I - 1 A DESIGNED BY WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE BERM T.Q. P ; tnTn• ;.. -, r x = '' :-.,, -:, j ; - r lul SEDIMENT— o . - CONCRETE _ GUTTER — - CURB INLET CONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT E d ,_ I' �'1 :7:' r J. SHOWALTER MATERIAL OVER THE BERM AND STEEP WIRE FABRIC 12" No Scale i:� ;,F` •,s� Yid ' CHECKED BY ANCHOR IT BEHIND THE BERM. SLOPE ` ON STEEP SLOPES, APPLY PROTECTIVE ` COVERING PARALLEL TO THE DIRECTION IvJ LINE POST CONVENTIONAL :, ! GROUND LINE 61 Iui !pI MAX. METAL(T)OR � MAX, 5' MIN. (U)POSTS BRACING —CONCRETE FOOTING "GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT .�(y3 1Il € 7{ T#�a{rt x SPACING BETWEEN CHECK DAMS PROFILE ® ® J. HASH SCALE OF FLOW AND ANCHOR SECURELY. SAF PERSPECTIVE VIEW PERSPECTIVE VIEW CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO I P CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 ® PLASTIC FENCE METAL FENCE 3.10 UNPROTECTED AREAS. ® N/A -__ BRING MATERIAL DOWN TO A LEVEL AREA BEFORE --_ — — a g ..:.:.:.:....::::..:.:..... ., _ �. FETY FENCE LNcale STORMWATER INLET PROTECTION TERMINATING THE INSTALLATION. TURN THE L --_ No Scale • - .` • - . FLOW ,. END UNDER 4" AND STAPLE ` `,- �. ,.:12' DITCH AT 12" INTERVALS. 70' MIN. 5:1 /� EXISTING A PAVEMENT 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH FRAME GRATErra�lx , IN DITCHES, APPLY PROTECTIVE COVERING L =THE DISTANCE SUCH THAT POINTS A yf{ { €f 3 ::. �if t� i PARALLEL TO THE DIRECTION OF FLOW. s„ M FILTER A MOUNTABLE BERM CLOTH (� FRAME 1.5' AND B ARE OF EQUAL ELEVATIONI, 3 xi f 3 C r?3X s —� USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE (OPTIONAL) EXISTING GROUND SIDE ELEVATION C-��fy MAX. - � J ,�I �:w �;�° �.�' i{ d� ..,.....,... E �`: �...... I 11 ~ Q gM DITCH IF AT ALL POSSIBLE. 3.36-1 O (� 70' MIN. WASHRACK 10' MIN. B OPTIONAL � � � \\\ -1/MIN .> I w 9i, » .t.;� , _ r � � •' .l �� •. 2 ACRES OR LESS OF DRAINAGE AREA: 2-10 ACRES OF DRAINAGE AREA: I"- 0 BLANKET MATTING VESCH TREATMENT-1 ( ) 1I EXISTING _ 12' MINA MIN. PAVEMENT I ..............-8.....E.... ............... , VDOT #1 COARSE AGGREGATE 10' MIN. POSITIVE DRAINAGE TO MUST EXTEND FULL WIDTH OF SEDIMENT ��l GATHER �-• EXCESS I I I ( '- ` '-"�� '� AT V V CORNERS PERSPECTIVE VIEWS STAKE I PLA 6tt 6" �* 3" FILTER FILTER 3 "" "` ' CLOTH CLOTH r J 0 Q r n No Scale PIPE OUTLET CONDITIONS A A INGRESS AND EGRESS OPERATION TRAPPING DEVICE PLAN VIEW 11 (OPTIONAL) (OPTIONAL) ( ) r, % •'F� rb���KI" a},, f "� ' :., ) DOWNSTREAM VIEW y � , � �° � r'€ s , ���;x�f����� �'n �--1' (DOWNSTREAM VIEW) ,�` f�1'sE u7a'��f,f �� �< W v � W FABRIC- ,� i . 12 MIN ,�...................._-----. ... ... � 4 I I 3" MIN. -- ' II III I III - MIN. } I ; SECTION A-�A H Q 0 '3" MIN. I I � � � �. ' VDOT #1 COARSE VDOT #1 COARSE , ^ Z 3do do FILTER CLOTH SECTION A -A - �b ' A - - 1 i � - AGGREGATE AGGREGATE miI21ilil" m water tap Cif) hicli must be installed with it 11111IEltluw I inch 6,11;C�: ock 1 V 1 �j W PIPE OUTLET TO FLAT AREA " WITH NO DEFINED CHANNEL 6'-7" .� r t '� DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION FLOW 2 �* FLOW 2. ,* shutoff valve �:1►1�1J1�`4, a wasll lla�e with a diameter o 1 5 lilclie for adequate 7 3 .- 7 3 til; (iEllt t l'Gytilil' �%'h.=li �itltel`iilEitit ? carried i1�4'`r!'y' I4'Ci112 the t'Ittl'it11iG to 8%1 � > —J O _..._ 'ro r ;-� 1 'j s113 )1'E?t'ed 5ettllll'2 `tll'ea to remove �eClfiiel.lt r�1I s'edhilent >`:hail lie,pi'event�£i �1` w � � PLAN VIEW SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET �— a nterki- stt�l-�ii [:Ii'21)ll , ditches or watercourses. � � Q �-- CLASS I RIPRAP z La I (�E REINFORCED CONCRETE DRAIN SPACE 3.02 SECTION B-B DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE IL7 THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07-1 CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.0 O Cp " OR 3/4 OF DITCH HEIGHT CE PAVED.0 3.20 � "` ` m a O U I 1 0 % — Td ONE CONSTRUCTION ENTRANCE Yeale STORM DRAIN INLET PROTECTION ROCK CHECK DAM PAVED CONSTRUCTION ENTRANCE LL. U z No Scale No Scale No Scale 1 w SECTION A -A FILTER ��K�EYIN`6­%9"; RECOMMENDED FOR CLOTH ENTIRE PERIMETER Z W 0 F--1 A r Lu 3do(MIN.) Q A Y do I PIPE OUTLET TO WELL DEFINED CHANNEL �'1� Z PLAN VIEW ! . W 0 La < V) 0 LL 0 % —"' Td uj It E SECTION A -A FILTER KEY IN 6%9"; RECOMMENDED FOR CLOTH ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. OP 3 dINC 5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 3 18 JOB NO. 33882. 00$ OUTLET PROTECTION SHEET NO. 2E(5) No Scale urt- Diu. 1u1+1J7 CORE MIX LBS'/ MIX DESCRIPTION ACRES ♦ 1 X 100% CERTIFIED FINE FESCUE 2 100 100% CERTIFIED TALL FESCUE ♦ 75 50 % CERTIFIED TALL FESCUE 3 40 X 50 % CERTIFIED FINE FESCUE s 50% ORCHARDGRASS 4 50% CERTIFIED KENTUCKY BLUEGRASS ♦ 5 50 100% BERMUDAGRASS TEMPORARY 3/1 - 5/16 and 100 ANNUAL RYE 8/16 - 3/1 100 50% BARLEY, WINTER RYE OR WINTER WHEAT 5/16 - 8/16 60 50% FOXTAIL MILLET ALL RATES TO BE SPECIFIED BY THE DISTRICT ROADSIDE MANAGER X FINE FESCUES INCLUDE CHEWINGS, CREEPING RED, HARD,SHEEP 9 Imma "o Im ADDITIVES LBS'/ TYPE DESCRIPTION ACRES s A 10 LITTLE BLUESTEM B ♦ 15 100% BARLEY, WINTER RYE OR WINTER WHEAT ♦ C 15 100% FOXTAIL MILLET ♦ D 15 100% ANNUAL RYEGRASS ♦ E 100% CROWNVETCH (LEGUME) i F 100% SERICEA LESPEDEZA (LEGUME) ♦ G 100% BIRDSFOOT TREFOIL (LEGUME) H ♦ 10 WHITE CLOVER (TRIFOLIUM REPENS) I ♦ ♦ J ♦ K SECTION OF SEED LOCATIONS FLATTER than 3:1 GRIP -DER 31 oC MOWED lS�ppEi ROADSIDE DEVELOPMENT SUMMARY PROJECT NUMBERS TOPSOIL ASS A B REGULAR SEED OVER SEEDING LIME FERT. 15-30-15 LEGUME SEED LEGUME OV EDING MPORARY SEEDING ACRES LBS. LBS. TONS TONS LBS. LBS. LBS. DENOTES ITEM(S) TO BE PAID FOR ON BASIS OF PLAN QUANTITIES IN ACCORDANCE WITH CURRENT ROAD AND BRIDGE SPECIFICATIONS. V.I. E N co co M co FLATTER than 3 MOWED �vo? SEEDING SCHEDULE SLOPES MOWED SLOPES MOWED SLOPES MOWED SEED MIX SEED MIX SEED MIX SEED MIX SEED MIX SEED MIX WITH WITH WITH WITH WITH WITH ADDITIVE ADDITIVE ADDITIVE ADDITIVE ADDITIVE ADDITIVE SPRING SUMMER FALL & WINTER MONTH & DATE MONTH & DATE MONTH & DATE 4/1 - 6/1 611 - 9/15 9/15-4/1 PROJECT NUMBERS THIS PROJECT 3,D,H 3,D 3,A,C 3,A 3,B,H 3,B X SPECIFY KIND OF FINE FESCUE NOTES: APPROXIMATELY 4.08 ACRES WILL BE DISTURBED ON THIS PROJECT AND WILL REQUIRE THE ESTABLISHMENT OF GRASSES AND/OR LEGUMES. NOTES FOR FIELD USE ONLY OVERSEEDING RATES SHALL BE 100 PERCENT OF THE SEED MIXTURE SUPPLIED WITHOUT FERTILIZER. THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PERFORM SUPPLEMENTAL SEEDING WHEN LESS THAN 75 PERCENT UNIFORM STAND OF THE PERMANENT GRASS SPECIFIED IN THE MIXTURES IS OBTAINED. (ANNUAL SPECIES SUCH AS, RYE AND MILLET ARE TEMPORARY VARIETIES AND REQUIRE SUPPLEMENTAL SEEDING.) NOTES APPLY TO SCHEDULE LEGUME SEED MIXES (BIRDSFOOT TREFOIL, CROWNVETCH, AND SERICEA LESPEDEZA) AND WEEPING LOUEGRASS SHALL NOT BE USED ON SHOULDERS AND OTHER LOCATIONS FLATTER THAN 3:1 SLOPE. LEGUME SEED SHALL BE INOCULATED WITH THE APPROPRIATE STRAIN AND RATE OF BACTERIA. FOR HYDROSEEDING, USE FIVE TIMES THE DRY SEEDING RATE OF INOCULATE. A TEMPORARY MIX OR EROSION CONTROL MULCH, AS DIRECTED BY THE ENGINEER, IS TO BE USED ONLY ON AREAS THAT ARE TO BE REGRADED OR LATER DISTURBED, IF LEFT DORMANT FOR MORE THAN 15 DAYS. EROSION CONTROL MULCH, AS DIRECTED BY THE ENGINEER, IS TO BE USED ON AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 15 DAYS BETWEEN DECEMBER 1 AND FEBRUARY 28. EROSION CONTROL MULCH, AS LISTED ON THE VDOT APPROVED PRODUCTS LIST, SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. EROSION CONTROL MULCH SHALL PROVIDE 100 PERCENT COVERAGE OF ALL DENUDED AREAS. SPRING & SUMMER AND FALL & WINTER DEFINED FOR THE PURPOSE OF DETERMINING WHETHER HULLED OR UNHULLED BERMUDAGRASS AND SERICEA LESPEDEZA SEED IS REQUIRED: SPRING & SUMMER 4/1 - 9/15 - USE HULLED SEED FALL & WINTER 9/15 - 4/1 - USE UNHULLED SEED TYPE I MULCH (STRAW) TO BE USED ON NEWLY SEEDED AREAS ADJACENT TO ALL WATERWAYS, WETLANDS, SWAMPS, OR ANY AREA IN WHICH DRAINAGE FLOWS TOWARD AREAS UNDER THE JURISDICTION OF THE ENVIRONMENTAL REGULATORY AGENCIES. TYPE I MULCH SHALL BE APPLIED TO PROVIDE A MINIMUM 90 PERCENT COVERAGE. TYPE I MULCH SHALL BE TACKED WITH FIBER MULCH AT THE RATE OF 750 LBS. PER ACRE AND/OR MULCH TACKIFIER. TYPE II MULCH (FIBER MULCH) MAY BE SUBSTITUTED FOR TYPE MULCH AT THE RECOMMENDATION OF THE DISTRICT ROADSIDE MANAGER. TYPE II MULCH SHALL BE APPLIED AT A RATE OF 1500 LBS. (NET DRY WEIGHT) PER ACRE TO PROVIDE A MINIMUM OF 90 PERCENT COVERAGE, AND SHALL BE APPLIED IN A SEPARATE APPLICATION. ALL TOPSOIL IS TO BE FREE OF HARD LUMPS, CLODS, ROCKS AND FOREIGN DEBRIS AND IS TO BE HAND RAKED TO TIE INTO EXISTING LAWNS. ALL SEED MUST BE IN CONFORMANCE WITH VDOT SEED SPECIFICATIONS FOR GRASSES & LEGUMES AND BE PROVIDED AT THE PROJECT SITE IN BAGS NOT OPENED AND LABELED FOR USE ON VDOT PROJECTS WITH A GREEN TAG CERTIFYING INSPECTION BY THE VIRGINIA CROP IMPROVEMENT ASSOCIATION. MIX REQUIREMENTS THIS PROJECT RECOMMENDATIONS FOR THE APPLICATION OF SEED MIXTURES (CORE MIX AND ADDITIVES), FERTILIZER, LIME, ETC. ARE TO BE OBTAINED FROM THE VDOT DISTRICT ROADSIDE MANAGER. Lic. No, 31371 126117 ti 1A.. M E O O NO N � C Q O > E W 4J 'r 0 U. % n U-1 cu -, a J s U JLu —� M W 00 N z� mq- ~ X 2� at e- V) �43)° Q vi 4 N M 00-j ko� ui c9 0 0 W w_ U Q z 0 V) 0 z 0 z z u 00 �WW z �- �- 0 oo U-) co (T ry 2 cy-, T-1C) 0 0 �o ,-i DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE z O U w J Q W m J a N/A Im i W z � � OH > i wW > W w 0 cm J LL W 0 0 z 0 0 Q O O w JOB NO. 3882.00 SHEET NO. 2E(6) •/'':7 f /is 3 ,f / rj'o' f SCALE 1"=25' ri y 001 '1 { 25' S0' t i/f7d/ j�' � LIMITS OF 0 3 I ; SF DISTURBANCE .. l:, .E '• // !u`::. ,,. f F< , s f, f.. r.'1` fsy. fr ... .. • .. of f' vn, �, : C�:jk , rv, ... \ y � i !� � � �.4( . •� /f j /} y %..' 1 � � f_� " � '^A' I T �/ r��"1 fl i b .� � , / firij• €s'f j, / p .' �'.l i%,i ""f {.i gy(s�/'Y�/;/fspJ, r ( r l l✓i` / „ � ` ;''',3 Y> SF j ✓ ;? .. e f' 0 r :.t,... •`'.<`. ..... .., /r s'•t Y'iaJffi$ f t/1fat:, ' , f / r f /> , BACK OF EXISTING d,�r��f1i<...f ,.,+.;�(i . ^ ! f1fF j CURB IS THE LIMITS OF7f71 (fj DISTURBANCE (TYP.) -'.. �'• £; F' ONT OF PROPOSED. -� >'f R. S F f�-145 {£ Y; 4' f ✓� \ LIMITS OF `> CURB IS-..THF LIMITS OF DISTURB NICE ,.: DISTURBANCE`(TYP.) f D "f% .:... !i fit,^:, ... ..... `.„ __. _,'r'.. : ... ` � ar %a°'jtdts':ii ''•�'?1� �'3.`t. .,. {�•3 ,,", £ s 3 £ , / ... 4J o r (,fy, , 'y ., . per' ..., :.,,,'j - :.. .�,. ,.... ).3•f y ,...:::....... 5.. �..J r"e ff:'' r'{ „rJ f� ,.5 BACK OF EXISTINGVA " / CURB IS THE LIMITS OF ,N DISTURBANCE (TYP.) ) ,,. f 5 r:) 7 is J e 6 r y 3 • 3 ` t i FRONT OF PROPOSED CURB IS THE LIMITS OF DISTURBANCE (TYP.) ,lrf f/ f) ✓f � f f �� r �jix£x j �:fr �`''` 3 f S` ''f j rs'/f1 ,s: � •. l/f � 1 off ff�Y,7 Y."`'f f' ; ff{{ 'j {.< 1 ,... i 7 �� f�, /l,;F � 3). y�I• 'r.. 3 ii � � �,'J f j ,. %�•'� 'i/ /st,ir s s,4 c ' ' j .., "# f r �' l J s "� � 3 + 17 ; ` sf Is') f d ! 1 .• �' "n "7•'�_,p' SJ„ ':,, 0 5 <,';i•'° S/ f� t Y ? , o o ::'s ..If eS .......: r�- ".,,,, .,, •...,....„7`.'.! ,.. ,... ..... .,.1' �-4 ��i.,, t ,,,,,, ,,,, ,,, ,,,. � }�.,,,� .,/k . f / �-,c, .,� f� �„fff;:' �rf3 j r' I:�ji? f / i .;f;:' /' <Is.�'i..,ft {rfi ;+, // .t". ;/!,r''\. £'•• s, fl'7 3't ' '! 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G FRONT OF PROPOSED CURB 1 ft rj IS THE LIMITS OF " r � r. , )f• cG , f✓t, DISTURBANCE (TYP.) .....I _ ••"';,_.................... ........:......:.... ................ ........ _, 9 EROSION CONTROL LEGEND e SILT FENCE 3.05 , C I js, s R :i3..............;� .✓ �....... .... ::3•r..... - ' y 1 <' ;..: �INLET PROTECTION 3.07 ( ,f 0"' y \ z z F { • "'••••-""'-"'-•••••••••••• ,,. Y ..,.... O CULVERT INLET PROTECTION 3.08 CHECK DAM 3.20 ..... i w✓(``.;i �j{'j t,. i,it':f�. sai'3%ft f )s ) { " r' sf BLANKET MATTING 3.36 BM ff## I f }/ n { �� s �'j' E): i I fyi f I 2 4{ PC NO M EO 0 N N rn > E E Lua 41 Lu ai N U. 0 o >� a L U o z (n (n Lu O Z Z w w Lu N W H N M O O �O�a U (n UU tU w 0 c� c� 0 Lu Lu = V QIL roi O 0 0 a- u; VJ H p N % )--s Mm cl� c1 !Y 00 J CD w ko F— vi O !Y I- t7 Lu �rl�-i —i Lu O Ql O Z O � DATE > 611412017 O DRAWN BY J. SHOWALTER • DESIGNED BY • J. SHOWALTER • CHECKED BY • J. HASH • • SCALE . 1 "=25' • z uj Q r) a H z U (D W > �-- z zQ0 W �-- U 0 L- , ^ U p V' C) W z 0 0 Q o MW W JOB NO. 33882.005 SHEET NO. 2F(1) ARE.A', 0�c PPl,-_-'SCRlF7llAEF 7" NO RrC"ORI) 0 bfiGr'J'V'1,'l Y FlAN " OF, A f"islGf,�,�'t„ff"•'d�J>E Q T?IWAS 04E_T'lCTtFf) ONIVC)OT 126 LIMIT D 83 SCALE 1"=25' 25' 50, FRONT OF PROPOSED CURB IS THE LIMITS OF DISTURBANCE (TYP.) FRONT OF PROPOSED CURB IS THE LIMITS OF DISTURBANCE (TYP.) ......... .......... ------------- - ........................... . ......... zz: ...... . . ....... zz . . ...... . .... . -- - ------ . ...... . ....... . ..... . ..... ..... ........... Lim TC 464.,?l I P ... .... ..... . .. BIVI y u CID 0., 7111 SF rc FRONT OF PROPOSED CURB IS THE LIMITS OF DISTURBANCE (TYP.) 0 A RIO R I -ID EAS"I" VAR. MP. -I RlW Vl')(.)l'Pl`-`Z0J 0631 J 28 DY!, TC 464.07 % TC 46�-.90 Q11 113 — TC 464.00 Sb g .5i p_­;,/ �, � " , \ 1 "5>- .-LIMITS'OF, ...... ......... . b t- -Y LIMITS 0/ ..F ...DISTURBAN.0 ... .... ... 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HASH SCALE 1 "=25' JOB NO. 3882.005 SHEET NO. 2F(2) 2(9 CL 2 U) z a) 0 E a0 c ") :D 0 3: Z 0 ai 16 :2 2'� CL ( 2 cu O 2-0 A 0 .2 iou ro U Qo a) Iy EROSION CONTROL LEGEND (SF SILT FENCEI.................. .............. 15" RcP VVI INLET PROTECTION 3.07 E CTION R AT 0 t) TL E'r SF CULVERT INLET PROTECTION 3.08 .... . .. ..... fit ........... CHECK DAM 3.20 s00 c) BLANKET MATTING 3.36 < '%N ... ...... SC�OTT&-,' z IDB. 2697, PG, 67 N, & R4RiA. 1OR Ck 11011 Y M. A SF 2 RC 1A7 IPa SCALE 1"=25' 0. 5 0 25' IB M III. . ...... 3,97, PG. 67 A T LIMITS OF 0 &IL P114 N DB, PG, 74 T_ DISTURBANCE IU) co ............ 0 1 ....... . . . . .................... ....... . ..... . ...... ..................... .................... . .. ........ . ....... - — ---- - — ----- . ............... - �: .......... ..... 71�'4 99, ................... .... ;, ..... . . ................. < T_ -- — -------------­-­- ­- cw ....... ...... 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OP ............ ......................... ...... ........ . ...... .... ..................... . . . ........ ......... ........... .. ........ ............ ......... . .. ............. . . .......... .......... .................... .................. ............. ........................... ............................... .............. - ------ ......................... . ............. ....................... . ............ ............... . . . . . . . . . . ......... ............ . .......... . .... ........ .. ......... ... .......... ... . .................. I..-.,.-.,.-.-.-.-,.-.-,,_-;;;",:: .... .. .............. ..... ....... ........... . . . . . . . . . . . . .......... .. ..... ....... FRONT OF PROPOSED CURB IS THE . . ...... ... .... ....... ........ .. ........... ............... .............. LIMITS OF DISTURBANCE (TYP.) ............... .... ... ....... ............. ............ .............. ....... .. ..... ... .................... .......... .......... ........... .......... ............. .................. ............ ............ . ...... .... . ............ ...... .. ......... ........... ............. .......... . ­ . . ..... ........................ .............. ............ ......... ; :_ R 0 K .............. ... . ............ ........... . :. - ;,.D K ............ ................. ........... II I .................... ..... sLA U S R, E, 5 U I '. I, -, I \ 11.1 ....... .. ............. .......... ........... ................. ...... ............ ------ ..... . ............ ............... ................... ............... ............ ................. 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CURB IS THE LIMIT-9 OF ...... ------ .... ....... . ....... ......... . II " ...... ...... .......... . .. ........ ..... ..... ... ....... ... ....... ............. ... ............ ................. .................. ..... ...... ........... . ........... ......... ............ ................. ............... .... . .. ..... ................ DISTURBANCE-(TYP.) .. ........... ............. ............... _'! ! I I - :"* ........ ......... . .. . ..... . ....... .............. . FRONT OF PROPOSED CURB IS THE i . ....... ... . ...... ...... ..... ................... ............... ............. LIMITS OF DISTURBANCE (T-Y ................ . ................. ...... ..... ....................... ................... ..... ............ ............. .............. .............. ......... ... ;:_ .......... ............. .............. FRONT OF PROPOSED CURB IS THE ............... FRONT OF PR US ....... ....................... ................ .... ............. ........... IOPOSEb R 0 C K F I im 6Z. ........ . ........... ........... .. .............. .. .. LIMITS OF DISTURBANCE (TYP.) ... .... ..... — . . ............. ..................... CURB IS THE LIMITS OF ............ ................ ........... ............ ......... .... ................ ................ ............ .......... I......................... .............. ................. .................. v_v/ ............ vv ............ -73OA2 DISTURBANCE (TYP.) ........... ............... V00T PR'OJ, 0240 .. . ....... ................ .............. G"—TURNPIKE . .. ... US RTE, 250 R U 1,; h .... .................................. .... ...................... .. ............. . .. .... .... .... .... . ... .... .. . ......... ............... ............. ....... .. .... Dip . ..... ....... ... . ........... .. . . ....... . R . .... .... I... .... .... IP .... ... .. .. — - - ­-­-------- ,011" ROJ, ..... ..... . ..... ........ ............ . .... .... ...... .. ... ...... 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V-NOTCH DITCH Z ,O,n V/ w t- U O J Nw�/ elf MODIFIED r < CG-9D 13*00 ::. z k; REQ'D ..::: O RELOCATED 5 u� > GAS MAIN w O TIED TO EX. U Q w GAS MAIN J F- £i ,3 0- o w �. £. x W 0 t� i ;, w O X O O O m w w ¢ O 06 2i � ww w C) OJ W °- w, w * CONTRACTOR TO MILL, OVERLAY, AND / OR BUILD-UP PAVEMENT WHERE NECESSARY TO ACHIEVE CROSS SLOPES & MIN. 1.5" OVERLAY AS SHOWN ON CROSS SECTIONS. CONTRACTOR TO REPLACE ANY PAVEMENT MARKINGS DAMAGED OR REMOVED ACCORDING TO VDOT STANDARDS. GAS TO RELOCATE,, PROP R7` 4" PE GAS MAIN PROP. TEMP. CONSTR. D EASEMENT :<(.s �'. F'`s?ff�,f "f / •"r3'�" �3ra'li:� N. y... \ CONSTRUCTION BASELINE ?s ;i: J�t 2 STD. UD-4 REQ'D. J ^M w ' 1 i i 1` '1 ST'D CG-6 REQ'D SHEET REFERENCES 2A - TYPICAL SECTIONS - RIO ROAD SECTION 1 XS-1-XS-3 - RIO ROAD SECTION 1 - CROSS SECTIONS £ F £ £ f £ f ff I f f f £ £ f I t Exist. Ground I I i I Constr. � Remains Unchanged 1 £ BEGIN CONSTR. £ STA 10+23.01 "" ! ELEV 466.84 _._..._._.....—........_........_...................... .__.......... ................................................._................._....................._.W.._.._....._...................._.. ._...._... _ ....... .. .... .....µme ._ f 1 f ' 1 f f £ € f f i s I f f i i f ' f f £ f S ' ' fff) f I " £ I f < � I £ £ I I I �Lo <1 �� 0�6, cVN oo �o NN tt~ op� N� ( CD Cp Ctj Cp In M N Oj M Lo r- N (0 � M �'(0 Q0 �. rh d- <t d- rt• ,�. �• d. �• d- <I• rl' 10+00 5 0 PROFILE SCALE 50 11+00 12+00 13+00 14+00 15+00 16+00 P .G � 'r' . Q n f. k i1 \. , ...tip. \ , ° j h` � fr'f•` 3 z f t � Z \ T1/IODIFIED -- _ CG-9D REQ'D \ v t Ji✓, j t� ..) , 2 t f . LU Mt f.. ,.... U W £ t— ¢ w Lic. No, 31371' 10/z6117 M E 0 0 � v N � N > E E w °6 E a� o 3: LU 0 ru C (ry W ¢ J U co J — Lri w H W N N SOU) =v >Lq F- ¢ C � rn C) N LJ M a� ko in in O W W U O O w cz c,� 0 w w z a a O''0l^1 ''0/^� H V/ VILU r } 0 w 0 N Q � � �o rn � DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE 1"=25' JOB NO. 3882.005 SHEET NO. 3 O 0 3 L t- f GRAVEL DRIVEWAY Z „7f1 {„ � > � w " f f r„ .s 1 CO NCRETE RETE SID EWALK ,a s „3 S f '.'t£ f a , w - F _:., f f 1 1�s f i <t s , rs � I , , f .� PAVEMENT ,. � £, ROAD (/ f• rn � r 0 <a� r^ 3 D 83 S" f ^< Q w •F 3 / rf r.. { r' :•s r.. , .x � 1 / f , .1 O ;% , . ? y,. O SCALE 1 -25 C ,r� ... ��, Tr,i:'r:/ w ° :,, .,' '� =' t" ,1 f f < PAVEMENT RESURFACING ::, .:,r, . W 0 r'J f ,' w nj I- £ 1 > a f'` a :ir,!/.,r. ;�a : t•,�.,<rf: rQn � W w w' Q f`% 25 5 r,' O 0 0 CONCRETE r � CON �. _ HEAVY DUTY ;r ;Q �= H EA f' • f LU zv W /w� ., j of j /1 ;:� g ` LIGHT DUTY DRIVEWAY l I W Q Z j s. f w Q o Q f ,fJVx ► OP. V-NOTCH DITCH j PR £f' p , ,.. l`' / ` `., ✓ 1 - ..- .,... •' Al,f;'AA1„�ff L..,f;f1f,Y,s, WAS,j1s/,%f-a%�" } / „i w rf I 2' / `s f 0 0 ,ra'f��i:�i ..� ,yf'! (n i:...'f, ,.fd;a:.t", •,,, .� \ (r cjf Q Q / . a f[ d ^Uj I (, 3 y / J .../ ls,ii£`s ..` ,. ,. /,. :* .. i ✓ < I` ... �.,:,. ,g/ Q < Q S: ,f�. v!.,1.✓s ( .:<, ...> f .. Eow , ARLO TES"VILE b., GAS TO 1 r I 4 PF20P. TEMPA` Y� , s,ssL..I t.'tr' ,... \,.. .,.\..,.. ] S J{ ';�, s./.:. .r J�_7C- - - - RELO E :CONSTR. S t '' y S 4 // �€ % < 'f s ff > #: sr r' ff f f ) ) 4 PE GAS r'!` I f FILL CUT �f EASEMENT f , A EMENT � f 1 I � ,r�', 4 1.. _ .r LIMITS � OP TEMP CONSTRUCTION PR N TRUC f (jjj C O S p F �. x MAINA tip 7 „ o \ a CONSTR. PROP. €.<€'�tt /STQ Y ° r1 L >, t ,> <t t..::a• E r EASEMENT r R/W' r \ ,_� ;�,.....°,,::. ..� t< AR i S E a / ,.:`•'{ E SHEET REFERENCES j ;Y i .,::..,,,i ,� Apr..3 °{ PROP. t v S f :�. �r- r > • . �;. p., \ t\ .,< �' R� sr, .,;,,,', } t � # t 2A -TYPICAL SECTIONS - RIO ROAD `D, f,:, r...,y ..!•; :/ .// :j. ;i" of o ! ;/,y,/ Ij! ''R W f i f �`•' .+.s., s, l'43"si`,^,',f .,�:. ,.fs::, ,./ : ,;\ /,ff' !' „ . �r ; , > . : ,: ,I .r <'% "r<, --.-• `'� °�•:� s, •€ � f r ' {�r• RELOC ED / o 'f ( SIGN i , , ... ..,.. .. ,.:. .,, , , , �''�r4s� Sa ti3,.,.r '„sE,-' ... 7.$' r s•:xG; 'w,,,,, ,..: ;>✓, -'i / 1 "•. "{,........,',`'• . % o o ys1 s : F a i i { ` s ", G77- n „ f 1 .1... r PUSH , ..._,. .. :.,y, , :.... \ , :.. ... a. <'•; :. , i < . PEDESTRIAN BUTTON. Est f% ! tt f .,. ...... .. '.. '.. � ...... , a• , .. ..... ... ... ... 9.,, .. S S f �.. it <, f' .. ,✓• , y:. o., r n r, qq , 1 , 1 � 9 6 ..... 2 ... .. :...."-b-T D CG �12B.: .. / f , , , , r R Al CROSSA r i ST'D CG-5 \ AL K l�/ ........, / €.. i 17'p of =`'E (TYP.) Ifs _.. REQ I� vs W ; :;;.... :. o - " .,.IU7„° STOP 5AR,: ` , PEDESTRIAN jE 3 ' PUSH BUTTON s J co `.d R L AT t f r �* f MODtF4ED..... E OC 6 118 00 1. t/ ................. € _............... a w I— LUST'D UD-4 , CG-9D , G�S M IrN ..... ... 18 7 f, t j1 .,� Q = REQ'D t N #': REQ49 'D ED-TC�;,,EX. /€ ........ f r .' " TI 3 GAS M 'I S rf Y srf/ % / SWAL . �` RO K r (TYP.) bTA 18+37.50 END CONSTR. �f� ........ r fr f f / r �.._.... / �ff�� f I—- ......... If EDESTRIA f< <1' US BUTTON'm € • t ty ..a r.s✓ S ,r / ! ,. ................ Ely ' S: i:;. !ii•(i�.......,,,,. ..J.F W W W > > its ., '{., ...... ....... ..... e. ,../ ,.... >*, f;" f. ,p' r 1 ,., r rff r 0 0 1 W _. s,•s o > w w ; 4 3 { k f { ..... .... 4 / f1 . .. "`' / ............................... U '%, ii UL T r w f. ; 7 t f fi w E Fif 4 ,.".., 4 F�Sf„ S 465 Exist. Ground @ Constr. f Remains Unchanged �a 5 N N (0 LO d LO AIM Nt LO 17+00 END CONSTR. STA 18+37.50- ELEV 454.35 18+00 460 475 455 470 450 465 445 460 14'VC K = 0.94 A.D. _ 14.89% PVI EL = 459.60 PVI ST' = 10+29.23 �.... 2:000 HrGH T_ST)A = f +2-4 0-8 HIGH OINT ELEV = 459.48 BVCS - 10+22.20 BVCE 459.46 y EVCS 10+36.26 172 EVCE T 458.69 EX, SLOPE ° APPROX. 12% \ 455 10+00 11+00 DRIVEWAY 14+82 460 450 455 445 450 440 d' d• �4 d "T 445 18+40.49 " I h SECTION 1 XS-1-XS -3 - RIO ROAD SECTION 1 - CROSS SECTIONS STRIPING LEGEND 1. 4" SINGLE WHITE LINE 2. 4" DOUBLE SOLID YELLOW LINE 3. 6" SINGLE WHITE LINE (CROSS WALK) 4. 24" SOLID WHITE LINE 5. 4" SINGLE DASHED WHITE LINE 6. PROP. TURN ARROWS * CONTRACTOR TO MILL, OVERLAY, AND / OR BUILD-UP PAVEMENT WHERE NECESSARY TO ACHIEVE CROSS SLOPES & MIN. 1.5" OVERLAY AS SHOWN ON CROSS SECTIONS. CONTRACTOR TO REPLACE ANY PAVEMENT MARKINGS DAMAGED OR REMOVED ACCORDING TO VDOT STANDARDS. 465 455 450 445 11+50 2.04% 19' VC K = 0.99 A.D. = -1 .87% awn PVI ELE = 458.77 PVI STA 10+35.41 g....,HIGH PT STA = 10+28.08 ...,..,, .,.................................................................................................................................................................................-..,................��.. HIGH POINT ELEV = 458.60 \ `ys BVCS = 0+26.05 \ 83° BVCE = z 58.58 EVCS = 0+44.76 EVCE = 57.19 ...................................................................................................................................................... EX, SLOPE APPROX. 16.5% 10+00 DRIVEWAY 15+07 rn d• 11+00 .. .... C1, IV BLE f ✓ l� � ....... / 1 . r3 /" fi` 4 Y bX'8 i l / f' 7 s / 3 s x 1 f r f':e ,;,✓�' >�i, .3'�x 3 ,�i .,i'--;..� ..f:a '.,;, a.k r''n6 .! ,�F,.:�, 6'-�1 ,i ..,,-, o/r i.:/s�:.� ..,%,..:.x a3 ,i41,:% I's ,t ( %/ f j11y �sfrFr '7 f /"' P 0, 00 �!J..,s i ' ' e t, f,1 .::,:,, 4 Lf f' .lf �t,rts18" 4 ; ., <.. £,a t :b E f,,, 13 L 1 7 t.. �.r . f <i' 1 :... ,1 s !> .... jjj / 8 4 7:.,>l. , r' t" F %) 7 , 00 r 4 : 4 F f 41 / E f 4 4 f, is 64 12y!5 /3 . 4 :�/��f� f...................................... ........................................ ... ............................€ 'xf 70 .............................. 4 �..Z g ........ .. f ................ f ... p r.., Sr+ f �#'C ti„f E 4 ,F 4 E f : . 4 s , _ f r f: ri s/ f '#, 3 f ,y 'f .r , £ ... E ,. t 3z sf ' t _ 5kV 4 4 f 1 E E "s E „ i ! //99xz (.• dd 5' VC K = 0.90 A.D. = 5.15% 11' VC PVI ELEV = 456.24 K = 0.95 PVI STA = 11+29.37 A.D. =-11.96% LOW POINT STA = 11+31.68 PVI ELEV = 465.37 LOW POINT ELEV = 456.13 PVI STA = 10+37.64 BVCS = 11+27.06 HIGH PT STA = 10+33.84 BVCE = 456.47 HIGH POINT ELEV = 465.28 EVCS = 11+31.68 BVCS = 10+31.93 EVCE = 45&3 470 :BVCE = 465.26 EVCS = 10+43.35 EVCE = 464.80 2.00% 465 -,-"- _ 465 EX, SLOPE APPROX. 9% 996o 460 460 e� 4.81 455 1 1 455 10+00 11+00 11+50 11VC 7' VC 460 K = 0.84 K = 0.89 A.D. _-12.95% A.D. = 8.28% PVI ELEV = 453.50 PVI ELEV = 448.28 PVI STA = 10+27.91 HIGH PT STA = 10+24.15 PVI STA = 10+75.60 HIGH POINT ELEV = 453.41 LOW POINT STA = 10+79.29 LOW POINT ELEV = 448.18 BVCS - 10+22.46 455 - BVCS = 10+71.90 BVCE = 453.39 BVCE = 448.69 EVCS = 10+33.36 EVCS = 10+79.29 EVCE = 452.90 EVCE = 448.18 455 455 450 2.010/0 s � s r 450 450 i 445 " EX, SLOPE APPROX. 13% 11+50 445 445 DRIVEWAY 12+78 455 450 445 440 N 2.02% i EX. SLOPE / �o APPROX. 12.5% 13' V C K = 0.91 A.D. =-14.52% PVI ELEV = 453.30 PVI STA = 10+29.59 HIGH PT STA = D+24,83 .._.-...... HIGH POINT ELEV = 453.18 BVCS = 10+23.00 BVCE = 453.16 EVCS = 10+36.18 EVCE = 452.47 10+00 11+00 DRIVEWAY 17+21 ''HN't�!HhSl4 lD 6 Li M E 0 N V N fn Q O E °J E w ~ %J u. 0 U. - 0 t ( I � ao z cn cn w O z z N w w N a Z W c 00 �0 U U U LU 0 w w o a 2 c U)v z a a >� 0 00 Q� � ww S N > } } M cl� cl� °0 J Ui O x c� ZD 0 � � 0 Q Q) O 0 DATE V) > 611412017 O DRAWN BY 1. SHOWALTER ® DESIGNED BY 1. SHOWALTER ® CHECKED BY • 1. HASH SCALE 1"=25' U) z W Q r-L Q W > r--I Ld Q � O m U O LL W vow �o Uj 455 O O J O 450 MW W 445 440 JOB NO. 11+50 33882. 005 0 U Q) N 0 ro N 0 Q a a ro 0 N _ aD s 0 cu ro ro ,z 0 0 L 0 50 PROFILE SCALE 10+00 DRIVEWAY 17+10 11+00 SHEET NO. 3A * CONTRACTOR TO MILL, OVERLAY, AND / OR BUILD-UP PAVEMENT WHERE NECESSARY TO ACHIEVE CROSS SLOPES & MIN. 1.5" OVERLAY AS SHOWN ON CROSS SECTIONS. CONTRACTOR TO REPLACE ANY PAVEMENT MARKINGS (FILL) (CUT) DAMAGED OR REMOVED ACCORDING TO VDOT STANDARDS. CONSTRUCTION LIMITS ROAD CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD 1 599.700' 138.270' 69.44' 13'12'38" N20'12'46"W 137.96' 2 600.300' 150.371' 75.58' 14'21'08" N19'38'31"W w > > 0 > 63 w 0 w 0 w > 0 0>' LU SHEET REFERENCES GRAVEL DRIVEWAY 2B - TYPICAL SECTIONS - RIO ROAD SECTION 2 XS-4-XS-5 - RIO ROAD SECTION 2 - CROSS SECTIONS F777771 CONCRETE SIDEWALK ROAD PAVEMENT PROP. V-NOTCH DITCH PAVEMENT RESURFACING - LIGHT DUTY DRIVEWAY O C\4 + It + RIO ROAD EAS]" EXIST. ASPHALT BEHIND 0 VA,F-�. WIDTI-1 RIM 0- PROP. FRONT OF CURB TO VD`jTPR0J 01,331-002-128 BE REMOVED BETWEEN STD UD-4 STA i q+9i AND STA 1 R+An 0-rin fIrl- Cz Z_ a- (90 U) �e ry X :� 0 LLI O� LL1 a_ F- F- < z LL 0 LIJ > 0 w < 0� a- LL CROSSWALK TIE TO EXISTING (TYP.) CURB-&-dUTTER CONSTRUCTION BASE LINE 2 RE 'D 2 2 Q REQ'D ST'D CG-1,2Q .. ......... .... . . ........... RELOCATE IN, REQ'D MAILBOX 14+00 v 1\ . ...... 4 0 ST'D .......... bN 4-4 CG-12B V o\ 1�9 Ri KL:U'u .. ......... . ....... . ......... ....... . .......... . . ......... ........ . 4 .... . ...... ..... .... ... . ..... .. ....... .. . . ...... . ...... 5'.S yuyvAILK . . . . . . v. --;; .................... RZ . . . .. ..... y V6b 7 .. . ........ -A RELOCATED 7 11 7— RELOCATE 'tTv n V_ TC 464.07 i RELOCATESIGN ­ 1. k — -11 _, __ , - .1 N 46 .90 TC 464.00 SIGN �rw MODIFIED 60 0V CG-9D Pi REQ'D _7 V v STA 10+00 y 6r! 4.A - w, r-r - - I , ". 1.11 .... .... .... ... -SLORE AT N 2, A _2:1 BEGIN CMSTR. i FILL A 60. 00, 10 00 Q, N, V) 470 465 460 455 450 445 ffm 435 9+50 W LU LU Oa 73 Lu w > w nc W 0 F, Ti I/ A I _,A Of "CR, W u ry Bl1­ ;EAE 1-RPV0 RIGCl) �0RflGf1V,1AY.AN 6 fr J. CD 1<1WAS 1) CTEf) Ofii VDOT . .......... . (D CD + REPLACE STORM t'f CONSTRUCTION RELOCATE TC4 STRUCTURE PtAqP: I INIP A2MAILBOXES ADJUST/ RELOCATE METER VAULT AS MODIFIED 0 ST'D CG-6 REQUIRED CG-9D REQ'D REQ'D MODIFIED CG-9D REQ'D 0 r-111n). cl. PROP. TEMP. --A wS R-mRf?fz SR &, . ..... TO AVOID —461 EX4-1 CONSTR. TELECOM vv, I, m� CVG v%, ................. EASEMENT CABINETS. ........... �j �.l . " , , % ", , , •C) ')A, N, Y FAIMIL Y 17?4)1'1 oaf 131 1602, P( 69/ 'v V;" . . .......... A < k - PROP. TEMP. naul, .- ... . . ....... nf.011 T/CC 4-3 CONSTR. 2 EAS-EMEN-T.- PROP. 7" 0 "I k STRIPING LEGEND zn� - - - - - - \R/W R30' L > 1 1. 4" SINGLE WHITE LINE bp HOL 59' RELOCATE PG, 4-32' LilluvIL, "3h,"MEYy. , , (p E SOLID YELLOW LINE 0) 2. 4" DOUBL fatN 1240. PG. }680 MAILBOX U . ...... ... . ....... . ....... PG, 3741�PI,11T) 3. 6" SINGLE WHITE LINES (CROSS WALK) U� 1) 1 I'll __ �\ .-, '. \ " %. I., . . A'v ')All SOLID WHITE LINE -r" KI ARROWS 'V� w W) W 5. 4" SINGLE DASHED WHITE LINE > N > 0 no � I , 0 00 0 Q 0 2i 2 >_ .0,1— 1, "', . 10 .9 ?1, Uj w w w w LU </ 0 Aa #a45 Q .............. tj ....................................... ............................ .......................................... ........................................................................ ......................................................................... w,w a. 'a"y > LIT LU 'tu / 0 < CiMWE" 7ABLE "RA Tryll-"61 165 G' ............................. ........ ... w t.­� k ��_ i - T&VC, 10, 2 0 ME L _j ee� f--LZ 1. LENGrH4 7APvf6;cE`tff DELTA CHORD BEARfiVG CHORD '-"P fvfA D 63 .......... f'u' RADR w 6 LAVIV�?,,.,:-JCEL�l RTffiJG,,JR, 0,3, 13 pC', 1,711 , /w < ............................. ....... ........................................... .................................................. ..................... . ........ .................................................................................. ........................................ I 13A &W 5 1' 26, 76' 2 f; '4 0 .......... ............. * .................... 0 d". 15 1 > ........... - ...... . . ..... '7- I� .11,111,11111"", 1 ................ .............................. ................................... . .... ............... . ......... w I I Xf, fit Lij,", SCALE 1"=25' ...................... v ... . ....... . ........... ...... ............ ......... . '7; iv 16 "Z30 1( ) 11 w 55 6�? T 2 6,1510/11 now C6 465, 7' s� L SITEPLAN ........................................ ....................................................................................... ........................... .................................................................................................................................................................. 0 25' 50' Exist. Ground BEGIN CONSTR. @ Constr. E Remains Unchanged STA 10+00.00 ............................................. ................................ .......... ................ . ..................................... ............................ ......................................... ............ .......... ............. . ........... �­* 10126.117 LU C) < DATE 611412017 DRAWN BY 1. SHOWALTER DESIGNED BY 1. SHOWALTER CHECKED BY 1. HASH SCALE 111 = 251 0 cl r- ce) Cl) It (0 't 1— CD Wo Lo 0) CO CR co 0 OR 00 0)(3) OR L0 JOB NO. (0 2,6 (D . 26 ;ot , i ,,q3 LO LO (D LO m 2,6 (D C\1 (0 � a) LO Lo 4 vt L0 11 (0 (D (D (0 (D 't It 33882.005 SHEET NO. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 4 UPC O. 10415 L �v 'k tt Q ca -A N41' 21' 32.33"W ,�gk f N f1 * (n Q, / 4 / > j f ' t •�' F, n ^ ,'t //' / ✓' y % } N £ "r w. , ' is,} U f �l� o h- 4 0' o Qwz > o w Q U- �. �.. TIE TO EXISTING' CROSSWALK ��P ,� U (TYP.) CURB &"MUTTER.,, 0- CONSTRUCTION / BASE LINE ST'D CG-12.0 ;'• I ..... 6+00 ST'D { f � �` •� \` `\\ �� \ \ \ \�� \ ... \ \. \, t/f CG-12B . / .f t �� n �, 1 .. !:a sff Jljt �f i1 .` \. \ s.t `` �\ Y. •`` \ .` ''. ` ` 4 Q'D RE t a •� f "/s7Y ° / f 1 i / 2 r f r. _R2 RELOCATED Af.:. > 11W „ ... ,• STOP BAR 0. n^,w., J. vw..+..� .,u „F w,. f / •, a '.y S ✓� el .. =.a 'mot ' /f., :'�. , %« ... ..�. .... .... ..... .... .... ... ., ' Lu = f J.,., % .,.. 17+00 z 2 F- 00 d' 18+00 END CONSTR. STA 18+39.68- ELEV 447.59 470 465 460 455 450 445 440 435 18+50 470 465 460 455 5 360 0 m� 2"0..�.-00 4' VC 1 K = 1.32 A.D. = 3.30% PVI ELEV = 463.94 PVI STA = 10+25.21 LOW POINT STA = 10+23.03 LOW POINT ELEV = 463.90 BVCS = 10+23.03 BVCE = 463.90 EVCS = 10+27.39 EVCE = 464.06 10+00 DRIVEWAY 10+39 GRAVEL DRIVEWAY * CONTRACTOR TO MILL, OVERLAY, AND / OR BUILD-UP PAVEMENT WHERE NECESSARY TO CONCRETE SIDEWALK ACHIEVE CROSS SLOPES & MIN. 1.5" OVERLAY; - - F C --- AS SHOWN ON CROSS SECTIONS. T CONTRACTOR TO REPLACE ANY PAVEMENT I1V'AS (FILL) (CUT) ROAD PAVEMENT CONSTRUCTION LIMITS MARKINGS DAMAGED OR REMOVED lie. No, 3137t f, PAVEMENT RESURFACING* ACCORDING TO VDOT STANDARDS. �o l 01Z 6 f I LIGHT DUTY DRIVEWAY 1 NAL SHEET REFERENCES •- PROP. V-NOTCH DITCH 2B - TYPICAL SECTIONS - RIO ROAD SECTION 2 XS-4-XS-5 - RIO ROAD SECTION 2 - CROSS SECTIONS STRIPING LEGEND 1. 4" SINGLE WHITE LINE 2. 4" DOUBLE SOLID YELLOW LINE 3. 6" SINGLE WHITE LINES (CROSS WALK) 4. 24" SOLID WHITE LINE 5. 4" SINGLE DASHED WHITE LINE 6. PROP. TURN ARROWS SITE PLAN 470 470 465 465 460 460 455 455 CAL` /�10, VC / K = 1.09 ROAD CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD 3 410.000' 206.756' 105.63' 28'53'36" N26'54'44"W 204.57' A.D. = -9.12% PVI ELEV = 464.25 i PVI STA = 10+27.45 HIGH PT STA = 10+24.74 HIGH POINT ELEV = 464.17 € BVCS = 10+22.51 2.05% w W -06% I BVCE = 464.14 EVCS = 10+32.40 EVCE = 463.90 I EX. SLOPE APPROX. t 10.5% i 1\ 11+00 10+00 DRIVEWAY 12+28 T VC K = 0.92 A.D. = -7.90% PVI ELEV = 464.72 PVI STA = 10+26.15 HIGH PT STA = 10+22.49 HIGH POINT ELEV = 464.79 BVCS = 10+22.49 BVCE = 464.79 EVCS = 10+29.80 EVCE = 464.36 470 470 i- 465 465 -2.00% 9 90% EX. SLOPE APPROX. 6% 460 460� 455 11+00 455 4' VC K = 0.95 A.D. = 4.69% PVI ELEV = 462.91 PVI STA = 10+44.42 LOW POINT STA = 10+46.65 470 LOW POINT ELEV = 462.80 BVCS = 10+42.19 BVCE = 463.13 EVCS = 10+46.65 EVCE = 462.80 465 10+00 DRIVEWAY 13+06 M1 455 lot 311.1 Nq0 83 SCALE 1"=25' 0 25' 50' cr1 E 0 � � v N A N > E W E ++ ~v v 3 aL � 2 QJUoMo _ a-Lfi N CL W N N z Q) �o�, = v >� a c 01 01 O N M a� 00 J ui 0 0 2 Lu W_ z V/ > 0 0 zz 0-`U!) U U Lu 0 uj� w w z a a 0 00 ' //w^^ V /w^ U) V I uj 2 C2 ui O Qm 0 DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY ].HASH SCALE 1"=25' JOB NO. 3882.005 SHEET NO. 4A L ,; $ ; E : # ✓..,»,.,,,,,,.»»..................»"" ,,,,,.,,..,,,,.,..............,,,,,,,,,,,.......... .,,,............ . f J31J J� s # I I f r t; j'rfY K� I€ r r LANE .11 1 1 biz`' c3 3 t f43 a' £ 'J "f3:11 i .. ,:;1€.. ... _.,... �t 1x s r>: J ,.., . )' ! !L. ,i f ' E _ n;fi p r f' 7+ :J' ;t#:' s a'd' » f�'d %. 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Y isx / W ; W w O6 �i 3 C" ... *., 3 J 'ii ff f „rJ..._, rfs: r' r`Jrrll iy €I J€ J ' 1 „ < � � Clt o _ ,:1'; ' f., L� OVERLAY, A i f,vv s3 '" � of f ... ; > it , r f ; 017 CONTRACTOR TO MIL OVERLA AND / O 1.i s ✓ Q O Z i< f a ' ` ~;.f>.. 1<F,,,r ,,,.: y; / f rf.:,fi J` h 1 a ,r: — BUILD-UP PAVEMENT WHERE NECESSARY f ✓ ,f 1s-Ji, f ;si -' r J, IN r p s PROP., EMP. ' f{ — . ';=,,' # s " d Y Tf 4f, ✓J„ f,tt� r''""OR rtsltffy 56-1111) , af„ f£ 1 Es I W 5" J r? ir)'fi rf.x,. .076 CUSTR. { { , o Q w z ; , y,.. TO ACHIEVE CROSS SLOPES & MIN 1 'f";1 �' x'./ ;, rf,, frr r3' i r i J s / :" i5 r f Ja r r s r sr:° . r ..�. �s ii i.. .. . , I ; „w,.Z.,z„ t :s ' ~ _ Q, J Y J > 3 :_ J z /, :: F r .3 .,>?,s i l %.lf,>'< s .i%�;,!, s . s, f, f .:i .:iJ„11,3' , ,,, s f EAS ENT r OVERLAY AS SHOWN ON CROSS SECTIONS. £, r �-' W Q^ i -/ ... - f s i f f 3 r s ,9 Y> xY SHEET REFERENCES 1 1 Q 0 W w< £ ' /<> j'"1 f %<:�f.. /„ F C #'r s � ' i' RELOCATE AND RECONNECT 0 f- Q f _ — —_-- tr . r r ,,;1r.,,, , f...,'U8 r,�.A CONTRACTOR TO REPLACE ANY PAVEMENT m "' t/ '; EX. HYDRANT ASSEMBLY TO 2C - TYPICAL SECTIONS - ROCKFISH GAP TURNPIKE _" "': ' Q a I , y,"'. (FILL) (CUT) MARKINGS DAMAGED OR REMOVED ` VALVE XS-7-XS-10 - ROCKFISH GAP TURNPIKE - CROSS SECTIONS W —f."'k "^ " W w Q ° CONSTRUCTION LIMITS ACCORDING TO VDOT STANDARDS. : : ; ...........................................................................................................................................................................................................................................................................................................................................................................................................:......................................................................................................................................................................................................:......................................................................................................................................................................................................:......................................................................................................................................................................................................:.............................................................................................................................................. : : � E I i ; ; : I : i : : : ; ; : � END CONSTR. I . STA 22+20.51 E€€ E ELEV 635.03 • . �:. _ d M w , _ w m- _ d _- _ a -. o a : __T w m -M m aI Exist. Ground @ Constr. L3 Re ains Unchanged : ..........................................................................................................................:....................................................................................................................................................................................................... I F: ...............................................................................................................� � ....................... ; ; : : ; : : : : : : ; i : : : : ; � ; ................................................................................................................................................................................................ 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Q r rnV T W 0 U Un ce II < U 7 o Uj w ED J JOB NO. 33882.005 SHEET NO. 5A 6 7 a) Cn 7 U C 1-7 a) > a) O (n fn O Q CL 71 C 2 O a) 2 0 CU L 'O C Ct) r w tz C O O rz � a �O -0Q� O m Z NO :2 2 O >, H M i'- O -0 � c W m C d O OC E _, (9 z N O 2 2 0- 2 x F a) a) o _ :5 O O ❑. w 0 3 0-0) a) c cn N 7 N U C (u O O U ram.., i 2 N I C w U �- ,w O U N O 6 , C :o .2a .T O O c to O En M U -0y ,= In O C O 0- O u)(D w '� � _ L- 7'ff ps//�> 56- 10,71131 t fbli V0Y SVIVOR T,,-,­L E, ('I*,,�'<'Ij'-,".'�'I'l'��,,',',';,:.,',',"�I i-Vil? vjh� o 194) i fj L)13, 4413, PG 299 h :0 I . . .... j ---- -- - ..... .... ...... .. .... .... .. 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N, Zj TAII 516,F14 .... ........ . ...... ........... . ...... .. . ...... ....... ...... ❑ .......... . ............. . . .......... . . ...... U) c ) 0- ZN 0 Q� mm , W 0 < w< CO m > 0 F- W < cy) N F- Z CO PROP. TEN, Z. CONS -A Jul T�AAP 56F1,A I EASEMENT \ Hip.iR PROP. TEMP. < -17JOA4 PVC I CONSTR. If 3377, PG, 433 k EASEMENT 0, 218,4,33 (PLA PROP. p . ...... ........ ..... R/W f� �'; V 1% 1,A .. ..... ...... . ...... . ....... ....... ..... .... . ..... .... ....... .... ..... ...... ... . . ...... ... .. f --h X, 4 .) . .. . . .... ..... ..... .... .... .. .... . . .... .... ..... .... < . .... . ..... . . .... . .. ..... ............. 6535- -4,... ....r!f ... .. . . .. . .. . .. . .. . .. ................ *---,,,,--,-- T . ..... .......... . .... ............. 6OT . . ........... , SCALE V=25' 0 25' 50, "I. -I ....... ....... . . . ...... - - ------ ................... . - - ---- ........... i . . ....... cl) 00 0 IA < z -Z ill" i ..... .... ..... ......... ... .... ....................... — — — — — — — 177-7-- r ...... ..... — .. . . . ... t r. . ..... .... ..... ..... .......... ........... ........ .... ............ 1*`o ............. ...... ............ ..........yr fs ............. ....................... . ....... ......... 7 ------- ----- ........... ........... ... . . ............... ................. 7 .................. ........... . . .... !2+22.19 .................... .................. 22+00 .................. ............ .................. .......... 7,01/ 111AIJ Vu// ig nn .......... .............. ....... --- .................. . Uc n S WE, 2�. '5 R . ................ XT, . ........ ... ................. ... ................. 7; .;x x / . I if. I r, 1, 0."'. /-. ft, Ike- . 633 .... ..... . ............ .......... ............ UFO .... .... ...... .......... .... ....... ...... .... . ............... ... . ....... ..... .... ...... ...... .......... - - ---- -.- f. ry Av---- - ----- .......... .. . ........ . .......✓ .............................. . .. - . . ..... . ......... . . .... ............. V..... ... ... Z/. �ys A ..... .......... TEMP. C EAST; %NSTR S, EN .... . ..... UL T -Vx 2) cn G) z > M --I z ;u 0 > 0 < 03 X 9 > 0 M D 0 >OpN m 0 . . ....... — - -,/ I— - - ....... ....... t. ...... ..... 1Y ... . .. .... .... .. ....... ....... ...... ..... ....... ...... ..... ..... ..... ..... ... .. . ...... ..... ..... ... . ..... ..... ..... .... ........... ...... ...... ...... ...... .. ...... .. ... ... ........... ..4 'le ........... .... &'/,/; ........... .... .... .. ...... .. ... ....... . .... . . . . .............................................. 0 m ............... .................... 7 .............. ....63O' .......................... - T. ................... - - ----- ... ......... Rjw . .......... ........... . .... ....... .......... ....... ... PROP. TEMP. 'P ROP. WW CPNSTIR. I I TY EASEMENT EX A(X 8 EASEkEN r VA f fps 0. S T?l L L IPIG'S 10 tp FOR 77,17P.5 410 La �-itwj, pa '8" T 1,58Y, 1, 3. R/ (S -)BL) PU-1, D;',',, 9� PG. 393 DB, 156,2, T;PG�. 8 7 t 3U.01/3 PIL A 7) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT SOLAR POWERED RRFB DETAIL SOLAR PANAL CONTROL CABINET RAPID FLASH BEACON w/1-2 (360 x 30 W16-7P (24' x 12') RIO-25 (,cr x /0) PUSH BUT -TON VDOT ST`D PF-2 PEDESTAL POLE AND FOUNDATION UQ, No, 313,71 012-6, 117 §1y I () x T A t V, rn E c) 0 vi <E0 > Lu 6 E u>) 0LL Lu 0 cl� < L9 UoMo _ui c,: Q) C-) 0 ;:4 r Ln c 0rn 4� CL 00 -j C) Lu I� N C) Lu CD < cy) Q C:) DATE 611412017 DRAWN BY 1, SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE 2! Q yj (D (D Lu 0 V) (D Q, 0 u < LU Ln Oo(D u 7— wZ) 0 V) u < LL Q ;7 7 Q Lu CO ue) _j LLJ < r) Lu r) JOB NO. 3882.005 SHEET NO. 5A(1) 0 2 CL U) z (DO :2 0 1: E 0 0 0 c: Z 02 CL x 0 1 0 CL 0 CL ( > cn 2 0 X 0 2 cu 0 E 0 -0 w Q) ai STRIPING LEGEND 1. 4" SINGLE WHITE LINE 2. 4" DOUBLE SOLID YELLOW LINE 3. 6" SINGLE WHITE LINE (CROSS WALK) 4. 24" SOLID WHITE LINE 5. 4" SINGLE DASHED WHITE LINE 6. PROP. TURN ARROWS :j t ml 10. x A" SE) MiLETWI NPA) ........... f0p�-/%/28, 401 CL =6 f 71.98, 24 " RCP lf',l ---_------ -- I's z z IJ:! > z Q luL Z Z < If- " u < w t'f 'WR' 0 < Til le -,3,3 "TTE 0, NAD 83 W 5A 11 TrI Lu O� w 0 1,01? Y -Z2 > 0 < uj (.5 w SCALE 1"=25' LU LIL3, 3171 PG, 579 0 0 0 Z Lu > AR) 110USE ft(XV51 M OD m < Lu Lu w` 6<��6 I =J ;�� = 1 1/11, 1 - - LLJ T/IffiJE'l < 0 ::i Lu .............. RE, < < �e �,? N '­ 111. Lij 0 fl� I - I Q < Q_ w R') 25- �O. (0, 6 7' > > wj 0 w ,:S > W LLJ _j .... . . ... .. < 3; w .. .... .... ..... .... 0 < U) z DOMINION TO SET NEW LLI lu -1 4'f q W Lu �j POWER POLE ON EXISTING Z. w Q < w "R, 0 R,K t 1 ALIGNMENT. COMCAST AND 'V� �j 7 s 023 _j 0 ui w Q w 650 _g, LLI -4- w z CENTURY LINK TO MOVE v 655- C) < W_w. LINES TO NEW POLE AS WELL. --;J iv 77 . . ..................... ......... . .... ... . .. .... "'q 11, - - f**Z-,:;;.,.:_�"_. _ I I ­ + .... . .. .... 0 . ... ... < f)13-1-171 PG. 579 ji �,A, ... ... .... ..... A . .... .... ..... . 0 T&I 5 �J PROP. TEMP.02 -65,5, Q� vy✓ fl - K a P..'AiAtE7 D, "X . ........ ....... n`wCONSTR. ll.3, 317' 5 79 ..... ..... ..... 65 EASEMENT r . . .... ..... 19 30 -A pp . ..... ........ . .. . . ........ Y-00 'PRO . .... .... .... T f. T E M P.'-- 650 PRQP.­*TEMP­-. > .... ... ...GG . .... .... .... .... .... ... CONSTf� /I CONSTR. v" D RELOCATED 12" WATER EASE MEN \N 'PROP. T 2" WATER A., I ',,� . EASEMENT kEL . ..... _JR�LQCATED NAAMI -rL=o n -i q RlW­ ..,MAIN' IN CENTER OF -GRADED BENCH 36" OUT . .... .... GRAD t i .. .... .... . .. ..... .. ..... ..... ..... ..... . .. . .. . ...... ... .. 645, GRADED BENCH. 6 6 CURB AND . . ..... . .. . .. S-ID WA . . . ..... . . . .. . .... .... ..... 650 Q, . . .. .... .... . ... ..... .... ------- 77; T P, . .. .... j . ..... .... ..... ?/ . ..... . .... .. . . . ..... .. . . .... .... ..... . ?f'W Z w G"RiV10 M/1"t m--. Exist, F _'E ..... ..... . . .... . . ..... . . . . .. .... ..... . '.�640-- . .. ..... .. . .... .... ... ... . ..... ...... . . ............ 6 ............... :61� ............ ... .. . ..... . ......................... . ........ .... ... . . . ..... . ..... 6�,,GRADED hVII. 01UT11- 311�11 ................... BENCR7 77741V ......... ---- -- .... lcl' fl�_ - `�_ 7 ... - J��. 71 oxto ......... . .. ................. .................. .................................. .... ........ . ..... ...... ..... . . .... . ............ ...... . ...... .............. .4, % 7- . .... ..... 7= .... .... ... e 1,777 7 IN w 7 L.6 _7 77 ti�m- ................. ............... ........ ., T17111171­7­ ......... .......... ......... wl-m 11. 1 ?, I - j / / -JI I X% I X 11 t , P, I _7... 7-z 7t % F F. U %j N k-. NOO/5�' 121.2e""E REQ'D .......... / i / I I / , , / / , i V M OSS�q K p f _J T", 3 . ... .... ... .......... 1, f 0 151 Q CG / / / I / / 5 1 �. d 24' In %, I/ ,, ........... . ....... .................... ... .................... TYP. 6-2 SIDEWALK 0 07 1. REQ'D �1? n7 44"F - ii� ...... ........ . . ....... .. ........... MODIFIED 16 + 0 t�­­,- ...... .... v elf% 12+00 ......... ..... 11+00 NO' 57 ............... .... ........... ..................... 1 +00 6-5 10+0 MODIFIED N 6, PROP. 5'CO C. 6` CG-9D 5 BREARUD TIE CG-9D SIDEWALK 4 REQ'D < 5 2 ... ..... ... .... .......... . . .. . in ""TATIE RTE, 742 REQ'D flfl -7 TO EXISTING PIPE - 1,3, , � �L uj STA 9+45.00 ui �e i BEGIN CONSTR. U) ��o I C9 BP 9+45.00 21 U) K C:) U) Y C:) 0. CD. uj 0� < 02 C:) (D 41 ROAD CURVE TABLE K CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD 1 1000.000, 15.463' 7.73' 0'53'10" N0030'33"E 15.46' 2 1000.000, 18.720' 9.36' 1'04'21 NO'24'57"E 18.72' 3 1200.000' 40.983' 20.49' 1'57'24" NO'51'28"E 40.98' 4 1200.000' 18.258' 9.13' 0052'18" N1'24'01"E 18.26' 5 10000.002' 17.302' 8.65' 0*05'57" N 1 000'51 "E 17.30' 6 1000.000, 49.482' 24.75' 2-50-06" N2'28'52"E 49.48' 0 PROFILE SCALE 50 650 645 m 635 630 625 620 615 9+40 10+00 - Q I Lj AVON ST EXT. AVON STRBE-11T EXTENDED 1' 50'10.56"E C:) z REQ'D w co LO CD CD co Q0 CONSTR. co C� C:) VAR. '� ID-rimll R/lA! 00 7 ST'D UD-4 06 z C) (,e) L6 Lu 1 10+03.49 BASELINE - Lq C� VDOT FIROJ 0*742 002-115 o6 6 LO REQ'D G) 00 C:) < + + co + + LO C14 LO co + + + + + co IL X + C\l CO 0 C:) + < 4ys II II II UC) < C) DL w n D_ > W PT = 12+91.08 0 DOMINION TO SET NEW w GRAVEL DRIVEWAY r_j S 0 ui POWER POLE ON EXISTING _j w 0 ALIGNMENT. COMCAST AND CONTRACTOR TO MILL, OVERLAY, AND OR Q� - SHEET REFERENCES F-777777-11 CONCRETE SIDEWALK BUILD-UP PAVEMENT WHERE NECESSARY TO It CENTURY LINK TO MOVE 2D - TYPICAL SECTIONS - AVON STREET EXTENDED ACHIEVE CROSS SLOPES & MIN. 1.5" OVERLAY NOTE: DUE TO THE STEEP GRADES LINES TO NEW POLE AS WELL. XS-1 1 -XS-23 -AVON EXTENDED - CROSS SECTIONS ROAD PAVEMENT AS SHOWN ON CROSS SECTIONS. OF THE EXISTING DRIVEWAYS ON CONTRACTOR TO REPLACE ANY PAVEMENT THIS SHEET THE 5' GRADED BENCH TC- MARKINGS DAMAGED OR REMOVED PAVEMENT RESURFACING* CANNOT BE EXTENDED ACROSS THE DRIVEWAYS. REFER TO THE LIGHT DUTY DRIVEWAY ACCORDING TO VDOT STANDARDS. DRIVEWAY PROFILES ON SHEET 6A. (FILL) (CUT) CONSTRUCTION LIMITS PROP. V-NOTCH DITCH BEGIN CONSTR 8T9_f0T0_0_.00 ELEV 627.53 Exist, Groundl @ Constr. Pemains Unchanged Lic,. No, 3.1371 DIZ 6 117 02,YlONAT. io, 0LIJ 0N N CY) C:) rn T-4 DATE 611412017 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE 1 11 = 251 uj 0 Q V) W (D > u� UJ Lu < Lu 0 U'LL x Lu Lu 0 _j u 0 r)r, "00 > Lu ce) a) 04 0� ce) (0 lzo EN .(0 (y) (0 Lo C:) Lq Lf) (1) 00 LR (0 V) (0 co (0 't 00 (.0 r,� � Qi tl� I ce) 2) Q0 %(0 Cq 0 (0 %(D ('R (0 co (0 (N (D JOB NO 33882.005 11+00 12+00 13+00 14+00 15+00 16+00 SHEET NO. 6 (n 2 0 L r NA 83 I r f I < f !ti , r / 4 3! 3 f it / J � �3 9 SCALE. 1 u =25s ... .......r .7 :..,. r rr -.......................................... s ....... s .... a : ..... ... .. .. ............ ...... .... o_ 1 ✓' I. r , � a/.f, ,i3 7�? r' ".,/ii f s r ;a ; . Na � i'u,1:?: �,,,. 3 � l.- 63 R 3 ;r' /aI ,i„, , y, ...F, 1 ^ f ��,f, 5 7A �� I6,,.s'; D,,E,r,., o; 4 % ;� i a� 11f1 1 $(jS <;• U ,;:�,`� �5 ............................................................................................................................................................................J........................................ _ �- CO J x.. s,,:: sF b /' /,ff ,h € ^(3 F' r ❑ F- .< I ..,e:,.� .e:,<.� .e' Il > / Co ,. , .,3 .,:. ;66 :LLI Q .,❑ r..I�.. ' W w/ci / / ;tt p. �1 .. z W 'i. ' 1 r.:i Q I.•- Z WLtj f Jf 3 f..f..F ✓> r r 1 'l, i t r u s } 3 ROAD CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD 7 1000.000' 111.948' 56.03' 6'24'51" N7'0621"E 111.89' 8 530.000' 81.419' 40.79' 8'48'07" N14'42'50"E 81.34' 9 1200.000' 129.945'i 65.04' 6°12'16" 1 N22-13'01"E 129.88' Q L 1 j2 r F o W W Z> fFJ r 'r d? s r xz W U co J j ../ .. >' / r 6srsFf ri r srrrs {I Q € �rLL Q �' ST'D CG-12B R...- ..._ w ...y/ /' REQ'D x { <At#i,l 11 i'tsalr'/riF1t't:`f'/ { ra CH PROP. TEMP. ; it g_ i CONSTR.r, r I s s,,,•i ! t _ .bt. /i EASEMENT 15 .........--------- f/� 7 l GRADED EN W, TAPPINQ { f if 1 r: ... J ° ✓,. ��..., j. L r VALVE F _............. ii ......::.. r � x � O > T - • "- .... .... ... ... /13£."ii/ /�f..i"W,., t r ! Q - `; EAOSEMENT LaiLU G B t t t t I t I r t/ ....>v,:... ,...:.,• 5� _.. STD , �,�� 0 a 16 ' r t /l r 11 £� C JU .:O ! R E.S D �? >: fi• '{j / j z z t t t t I/ t' 1 • ... p t , r :, ' i t� � �-�� � s - _ w ui z l 1 14 1 r t r ... _".. w � o t / +p t t / t , Q , ' MODIFIED _ _ $6.4, :, I t ! i., r 4 z �r ;� ""i ... o o cn 1•�._6A 1 ---.. t2 ! -�.:,1 � , :. .. ........ .. PARVEMOENT .,. ❑ 7 ! 1 �2� 1 ..... ✓J ...., 1 O :.,.. t 1 ,1 r N t t,.. 1 tR 5 = RELOCATED , / w .. 1 ^�,.'�"� / Syr � - ; • r�: ;r8"' (•`("`s r:�,.a:,: F�'h. R OCAT REQ'D ST'D CG-7 / t IJ K �- ref. 12" WATER -_ . � � _ _. t ,..,, , , , .... ,, ..,.., r3 REQ D , . �'' ,y? ST D CG 11 17 t t t ,i\ b r •� O Z � 1<t ,s r,. r rFr ..I MAIN REQ'D WITH N7Oo, t t (.,.t , 1{ --• cn _,,......,... ST'D UD-4 `••:.. R ,:,. ,.....' 10 -1 1" [I. r •"' .. �"� s��tj�.f� r;r.J�.f,':�,rJ,6 .; / .•...,.,,,.. .. V �{ 1 J I ,....' f1 i\ ;\ .. ,r` {{ + 2O OPTIONAL ., s / 1 1 t \\ 5 ! /;• _.. r, ^-� € ; �. 3 s / REQ'D y< 1 � / f � 'r t r mF ffl, r i J' O t `i• r +.'f' F J:: N I � tr..:.J ! C EXIST. .� FL W t 1 "t . � ...... i MATCH r- m N a� r / t .I., r � ��,,� of `�;' .� .r4 l„.� �,t �;.;,-' -I NOTE: DUE TO THE STEEP GRADES-___ K t'`,.t�,•>'>;E1 CURBAND N t ! I J t ...1 �. t . , ; \ s:.b1 , f STOP BARlrl,. °' OF THE EXISTING DRIVEWAYS ON f CROSSWALKS' I ,.;t.,z, :- ,' ' .. Via:, SIDEWALK. �:: . + 3 NIS SHEET THE 5' a .,r'P3•' ............T . GRADED BENCH r-- '''" � TYP. i.....t � �. 1 �/, •,,. r' i�sY'1 i �gg r i r CANNOT BE EXTENDED."AC. SS THE 11x ss 3 i F r"� :�l s r .:.:,.. .. DRIVEWAY REFER T r S R F R O THE .,� .I,..... 7 s. ,... �, � �.i � � .y �O f r�� �F�S J a/ :' 7 q ! ! l / l .r..• .. r `� % � ` s.,:: t��. 8��`! �� ' 1 ,iJ�' DRIVEWAY PROFILES ON THIS r.,,,.` F . t 0 a r;�r.........„ _... . V t! .rfil... ,_ .. ... f,, M s < y... i / ' % 1 ' , /'•,'�i,.,.:, . P.}F �`'%i� ST'D UD-4 ,yr:, SHEET.,.,.1Ji , 1 9 ;./rylF . '"7 f Si/F.......,. 3 i 3 f SHEET REFERENCES `J'' Q l/ 1 1 rR 1 (t FZ.45 2D - TYPICAL SECTIONS - AVON STREET EXTENDED /,f f �� AVON ST EXT. ST D CG-7' l l / / /' t l ! ' ST'D CG-12B U REQ'D i/ XS-11-XS-23 - AVON EXTENDED - CROSS SECTIONS ' ;;' Q`�rfJ,, CONSTR. 2 N2So REQ'D li y 1'BASELINE pROS WALK9 3GRAVEL DRIVEWAY ' , / (TYP.) t CONTRACTOR'%T,O MILL, OVERLAY, AND / OR a ST'D CG-12B CONCRETE SIDEWALK BUILD-UP PAVEMENT -WHERE NECESSARY TQ 20xoo\, ACHIEVE CROSS SLOPES��&`M.IN. 1.5" OVERLAY REQ'D ' f' ROAD PAVEMENT AS SHOWN ON CROSS SECTION'S.•'.,,^. �� `\�\ EP. = 20+63.64' CONTRACTOR TO REPLACE ANY PAVEMENT \ F C "........ �: STA 20+63.64 PAVEMENT RESURFACING MARKINGS DAMAGED OR REMOVED t' ti �........................... END CONSTR. p� . (FILL) (CUT) ACCORDING TO VDOT STANDARDS. Q s3`°> LIGHT DUTY DRIVEWAY �^, . '` �,. s4�'`•::;.,.. CONSTRUCTION LIMITS PROP. V-NOTCH DITCH 650 w" Exist. Ground / END CONSTR. @ Constr. IL3 Remains Unchanged STA 20+63.64 ELEV 646.961 655 650 645 640 635 16' VC € K = 0.91 € A.D. = 17.99% PVI ELEV=636.78 PVI STA = 1,0+28.13 LOW POINT STA = 10+19.96 LOW POINT ELEV = 636.62 BVCS = 10-09.96 BVCE = 636.62 y° EVCS = 10-06.31 EVCE = 63$.42 EX. SLOPE - % f APPROX.20% 0 10+00 11+00 DRIVEWAY 13 03 9' VC K = 0.99 A.D. = 9.32% 655 PVI ELEV = 645.11 655 PVI STA=;10+28.72 LOW POINT STA = 10+24.09 LOW POIf T ELEV = 645.02 BVCS = 1 q+24.09 ` p BVCE = 645.02 650 EVCS = 1Q+33.35 'e`{ 650 EVCE = 645.63 0 J ,�• � EX. SLOPE APPROX. 12% 9 I 655 655 650 650 645 645 640 640 635 635 0 11+25 10+00 645 - -�- 645 650 EX. SLOPE APPROX. 20% i s� LO 15' VC K = 0.85 A.D. = 18.18% PVI ELEV = 640.09 PVI STA = 10+25.77 LOW-POINT"ST-A = 1"0"-f17:98` LOW POINT ELEV = 639.94 BVCS = 10+17.98 BVCE = 639.94 EVCS = 10+33.42 EVCE = 641.63 F : LATANE'lYk AEQl:3 -4' VC K = 0.96 0 A.D. = 4.16 /o PVI ELEV = 647.13 PVI STA = 10+25.75 LOW POINT STA = 10+23.75 LOW POINT ELEV = 647.09 BVCS = 10 23.75 BVCE = 647.09 EVCS = 10+27.75 EVCE = 647.25 650 655 650 645 m 635 11+00 Llc. No, 31371 o1;6/1 M E O 0 rn v r4 N > E E W » � U a, LL o Lu O � L M Q L U °o Z Ln Ln H - fri O Z Z w w zIJ.1 M Cy H�•�� U 00 0 {� to U U °i LL LU Q� 0 _ N z d =u> O❑❑ �- rZ Ll; U) 4O N > > > � aA w L �� OO J kD FW- vi 0 C7 H W W w F- 0 N N rn o z 0 DATE H > 0 611412017 i ,� OgBjo 6• DRAWN BY J. SHOWALTER 640 640 645 645 DESIGNED BY • Ld `O °' • • J. SHOWALTER CHECKED BY 10+00 11+00 10+00 10+58.73 • • J. HASH SCALE DRIVEWAY 16+63 DRIVEWAY 17+85 1"=25r STRIPING LEGEND 590 585 CROSSWALK EX. SLOPE 1 % 590 585 580 10+00 10+50 DRIVEWAY 20+00 1 T VC K = 0.89 A.D. = 14.12% 2 9' VC PVI ELEV = 591.42 K = 0.96 PVI STA = 10+27.52 A.D. = 8.89% LOW POINT STA = 10+21.24 PVI ELEV = 589.43 LOW POINT ELEV = 591.30 PVI STA = 10+25.42 BVCS = 10+21.24 -..-.. ----........-..._..........................................._.....5-----------..........--.................................._......................................................__._.....................-...---------..-........................... -....-..._...._............................. 630 5 ? € LOW POINT STA = 10+21.16 BVCE = 591.30 i ! LOW POINT ELEV = 589.34 EVCS = 10+33.80 595 BVCS = 10+21.16 595 600 EVCE = 592 43 600 595 BVCE = 589.34 1 # EVCS = 10-1)29.68 X. SLOPE €...............; 625 EVCE = 58.89 16.3% -._......._._..................................................................... - -- - ---.._............ - _L.....................--.-..._._.. 0 1. 0 50 ` 590 °� 590 595 -"- 595 590 PROFILE SCALE" .00%- � EX. SLOPE 11% �rO - ---.................................................. - ----------------------............................................. 1.94% ^� __....................._......_............................f........................._........... .... 620 645 635 615 �( (per LO 1: po (r�N h(j °paro Orn O� (fl (O lCj L CO W (0 (O CD (0CSj (O (0(p �It (0 (O (� (p (p 17+00 18+00 19+00 20+00 20+75 1. 4" SINGLE WHITE LINE 2. 4" DOUBLE SOLID YELLOW LINE 3. 6" SINGLE WHITE LINE (CROSS WALK) 4. 24" SOLID WHITE LINE 5. 4" SINGLE DASHED WHITE LINE 6• PROP. TURN ARROWSMl 580 V / W �z � c _<..I H Q 0- (� z LU F-- : U) W zaLU � L1.1 w 0 mz 0 U_ QW 10' VC O K = 0.92 A.D. = 11.08% W PVI ELEV = 590.70 z PVI STA = 10+23.75 W O Z LOW POINT STA = 10+18.66 _j U O LOW POINT ELEV = 590.61 \ BVCS = 10+18.66 ce BVCE = 590.61 < Q c EVCS = 10+28.85 595 i EVCE = 591.36 c -EX. SLOPE 13.0% 590 585 585 590 590 585 585 co 0 0 °o h 10+00 10+76.55 10+00 10+56.39 10+00 10+52.46 JOB No. i DRIVEWAY 22+02 33882.005 DRIVEWAY 23+50 DRIVEWAY 26+22 SHEET NO. 6A PC NO. 10415e L STRIPING LEGEND 1. 4" SINGLE WHITE LINE 2. 4" DOUBLE SOLID YELLOW LINE 3. 6" SINGLE WHITE LINES (CROSS WALK) 4. 24" SOLID WHITE LINE 5. 4" SINGLE DASHED WHITE LINE 6. PROP. TURN ARROWS t* F- co O O 0 L0 * CONTRACTOR TO MILL, OVERLAY, AND i OR BUILD-UP PAVEMENT WHERE NECESSARY TO ACHIEVE CROSS SLOPES & MIN. 1.5" OVERLAY AS SHOWN ON CROSS SECTIONS. CONTRACTOR TO REPLACE ANY PAVEMENT MARKINGS DAMAGED OR REMOVED ACCORDING TO VDOT STANDARDS. SPEED LIMIT 45 R2-1 ST'D CG-11 24 X 30 REQ'D WITH PROP. 5 CONC. SIGN TO BE ADDED OPTIONAL ST'D CG-12B SIDEWALK PER. VDOT FLOW LINE REQ'D STANDARDS /f ........:.::::: ,.;;::::: :...-.,....,. 10 ROAD CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD 10 2000.000' 19.253' 9.63' 0'33'06" N25'51'14"E 19.25' 11 500.000, 16.440' 8.22' 1'53'02" N27'04'18"E 16.44' 12 1100.000' 87.603' 43.82' 4'33'47" N30'1T42"E 87.58' 13 1000.000' 8.244' 4.12' 0'28'20" N32'48'46"E 8.24' ►�J 9 'o-) cl N N 11 11 � U ST'D CG-7 REQ'D -� M O) O + co N II ST'D ;CG-12B 2 ? REQ'D ! t r 1 1 r CROSSWALK :1 ! I I rn .. t , ST D CG 11 0 1 t r +0 4 ! . TYP. .. 2 t f 12B REQ'D WITH t 1 �r 2 , f I t 11 r.. f ,. ,-...-.... .. REQ D ..... ,. , r- I I l OPTIONAL , I, I N , . 0 5 f G 1 t ,a r 4 t 3 Cfl FLOW LINE .. .. 2 ,r N .s ... 0 1 t r +0 t .- 1 1 f / I / / ... ... I ST D CG 2 r 1 B f 13.88 f" s f ... 1, 2 Q nn.0^i Cs 0 ! r . .,• , t 13.59 r , � r . r f t , I 1 r <f r i r r r 1 t f : 1 ✓ �r:. T CG 12B- 1 / f : J 1 ! f / f F / 1 RE D i F :. -�- 1 f : t' ,r J r f ! F 1 A T £ •F? t f PRO ST'D C 6 R/W P REQ'Ddf f B iI » 'p' MATCH EX f f,/f Fs ?J PERM. t. 6 PROP r ff fs rs/ Y£ , 3s br t. SIGN PROP. TEMP. � iI r ,l; /A: ./1 s;,, >r,11 EASEMENT CROSSWALK 'LO CONSTR. '+ pg # f 1 EASEMENT 3 TYP. '� _j PROP. 5' CONC. W J STOP BAR / FLUSH 1 OO w SIDEWALK 026 CURB Z 2 w ;` W (� ❑ ❑ 0 r`3 1f1<3;3r.it t /,s Y :. Z Q 1: s z' f �, W Q Q f ":1i.3: !f •f.,1; i# ;1p.,r, O 1 W E- F- O t* s t'13 � t-`i Q Y (n €. U JUDO O ; ZreQ �I- Zp 0��WZW FF--Q ❑OQZLLIZ ZZ 1 . o- U) Zj 0 :3 Q �;f.�;,!l3�•rf.�� r'�j,.�:,.t>�,f°.; s�:.,.. 025 1 � � ", 10,9r' it 595 590 __........ _ W_......� _W....... Exist. Grou d @ Constr. s BEGIN CONSTR. STA 20+00.00 ELEV 585.86 575 570 .m 555 550 545 Oc L6 O� O 6 cd (D 200 200 Q 20+00 21+00 PROFILE SCALE CG-11 WITH OPTIONAL FLOW LINE mmm f va - c•^+'s t R s s .,. •I y / r 3 s fq 9 l r r { ..ram / r ✓ i / i I i i J r , 1 � o) R45 LSD i� 00 00 I1r M N A PROP. V-NOTCH DITCH F C CONCRETE SIDEWALK (FILL) (CUT) NEW PAVEMENT CONSTRUCTION LIMITS PAVEMENT RESURFACING* HEAVY DUTY DRIVEWAY LIGHT DUTY DRIVEWAY SHEET REFERENCES 2D - TYPICAL SECTIONS - AVON STREET EXTENDED XS-11-XS-23 - AVON EXTENDED - CROSS SECTIONS U10 t— wl w 2 W I- N LO Q d_ I- Ln (0 O I` + + 'T ST'D LID-4 N N NSTATEy f , f AVON STREET EXTENDED � <' 3 � REQ'D II II , ,» ..::... t 60' & ss VAR, 1 §� IDIE} RfV`; !/ft r lv 12111 � U ;_�i :e sf,, 074 2t f f 2 s "' 12 ST'D CG-7 2 REQ'D I Q ::::::::2:5.rOQ.<:::.:::.::::::::::::::::::::::::...-.......-...,........, ' N32°...34..::3588._E....._.........::,6+00........-..... n 24*.�0.... ,.I ... . __ ..,... _.... ._ ... ., r .. ----` / r i l i t l r 1 ....................... . , r 1 ........ .9::Q0�::4g•:F}g E .�»..,.. r I ! t 11 i t t i If r ail t ..� i ! / 7j 0 f / t 1Ii11r1i1 l l l ,y. ,...t.....1_, r,_r 1 t 1 1 ! 1/ l r l I r •'•! .:I ! l t 'f.,r;> I ! i -7...!. t », . t _ / n a 4 b m +` S J , n• �- a•7w, , T n t r... ,, �- -f .... .... .... ..... , �,... -ter•• f , ..: s r , .w st•.S. ,i,... , .f...l .... ............... ,, ,,.............. ...........»,,,,,,,, ,,,, .., t, • , 1 ,, t y .. F f _� k _....... s „ .....................i , ... fi , t. .. r f •f _.... 1, r,,... .. ......, .:. ,,, � n .r ....,. .,,, .. } r .r a � f , f / +€ } ,Y 1r / t .., 4.. ✓ f t�r,. ✓ s � r ,.- .. r f .l. s / j +s.... s < F , ,r f l fi F 'f r <.N / cr e G z n a r , 3 r k �.. (f /r,• f I � } PROP. TEMP. i r r € f r'. Y t F. r f / PROP. TEMP. PROP. 5 CONC. � / �"t 34'' ' r Y " r" CONSTR. is"' i �r # 'r ,. ST6 , r , , .. - r •.. •�' ": SIDEWALK f,., , . , t ; 1 i r .»: s ..r.3, ,. 1 � .I CONSTR. / e J f:'r"rr 'Y , I s, r ,� f.. Y•>,' „ 'r:<>^�,�} f'<fr''3� � :Y -,i ,r,.,BASEMENT , r ' it "f"S ,.3 'r € t B £r rf t • r. > i 4 Y- , �' " EASEMENT ' '` • i 4 r t q 9 z•'Till*-'. s .3 . / # k r r ,...t,., ,/ f; f f•� } l tt1q. .. 1 3i'- G .STOP �,��r, .s;»�:lf �,.._- €,,t r s,:,,J�,:i1,rf s�`f,.:: „�_",�-,}s°� t'"� i �ff.f:,�.f,f/',s»>1,:..r."; ..,t..,,,1, z'i"% # } f,,, } . s. s"• f. ,af >f/ # r+ r r 3, 3r ,f , t ,t' t. s ' 1 1 t. 1 t: „JS fit ,,, s »> R� , d > f f j< , r J It P f �.. , 1 SIGN : Y I � r'r`<:}%fi;ff•,.,,.:n1:tsifr.:,1f•,1lC }..>�::f,i...,f._:tit.,�If1•..1f.ffl r .. .. , , f i f s a STOP ,� .rf...,,,,, ,,,r:�.€.. # CROSSWALK ,,r ,,rr. # .G ,/., .s"f), for•• f1,f /�''f""r#IT s ('sr, zf,.t 'sre r-- •s'�s 3, rr •f'' r _ J...JI. ) f' r>s' 3 f' f .,,,.. > if:,/£:. s ..., , 1:,3< oa e ,/r- ft„ a sf., �.,_/�. r �t ,..f� f.,f:., j,`.(f� 3 ..,��;�, f���<; f :.,, r,,,,i # s ... ... }... , ., ... ,., %, t /.,i;:3 , ,..3, ,i7 ..s% J :.,.1.,,.3. 1 �'i&l<.St f"" ^»l, ,3Y f f 's s •' s AR 3 u,<r € s •:r' T f ,<s ,,;,. ; t.., , YP. t f 4 PROP. TEMP. ».,.. yfJ,.r � # CONSTR. f ';rl tt, $ti } # STOP 028 029 030 ` � w r £ EASEMENT ' rr f "` r>''r'r' f /' €':' SIGN 031 p } :;'; :. Q LL } J lJ W O i r3f isa 1!i/#3 sf ! f ff e# 13 f £ I— i F— } { 0 � X r} »z,. a , Is s ,. s,' / s'3 t" , / 1 s i U i U { O t)8. 1 �?,'f fri r. G, 670 # Q S 0 r zo wQ w } w { p C)J zo t 027 i w Q3:wo ow { € f 1 I Q w f' i CAUTION: EXISTING GAS LINE TO REMAIN IN AREA OF {f # 0 sF PROPOSED SIDEWALK. HAVE MISS UTILITY MARK ALL }{ €t €f f € o UNDERGROUND UTILITY AND USE EXTREME CAUTION SCALE 1"=25' r 0 25' t 50' O� O0 <} M CVN O� d j �� O0 Oo CpLLO p CO DO O o O ty O N ON N ON chi ON r O`— O� p 00 O 00 LO Ln Uj LO Ln LLB LO LO Liz LO Lf) Li) 22+00 23+00 24+00 25+00 26+00 27+00 PC O. I,tC• N�, �137t' 10126117 M E O N Ov N v; Q o > E w v E �vv U. 0 o w011� < jj Im, J — Ln N o� E�> oN U LU N t X H V > = Lf) Q I- C Ln rn 0 V N Q) L CT 1 a d- 00 J ow Lo o zz W W a 2: 2: 2: 2: u O O W [)� ry p w w z °- °- O � p ''^uLu ''^ U) V/ V/ W w WEY ,.�/ L.1 L.l_ N N ,-i ­1 UJ 0 0 Q -_ Q (D DATE 611412017 DRAWN BY 1. SHOWALTER DESIGNED BY 1• SHOWALTER CHECKED BY 1• HASH SCALE 1 fsr V 1 Lu z m F—I Q �- (� z W F--i c ,n W C) za° <W ^� W ° --/ m z UJ 0 LL U°x rW L1J o z .J"O > Q � mW W JOB NO. 3882.005 SHEET NO. 68 0 N U N 0 w Iu 0 0 2- T C i6 O "O 0 cu CL m cu .o O L- L * CONTRACTOR TO MILL, OVERLAY, SHEET REFERENCES T O AND / OR BUILD-UP PAVEMENT 2D - TYPICAL SECTIONS AVON STREET EXTENDED CONCRETE SIDEWALK WHERE NECESSARY TO ACHIEVE XS-11-XS-23 - AVON EXTENDED - CROSS SECTIONS C — — T---- CROSS SLOPES & MIN. 1.5" OVERLAY ROAD PAVEMENT AS SHOWN ON CROSS SECTIONS. `'' • AS (FILL) (CUT) CONSTRUCTION LIMITS PROP. V-NOTCH DITCH PAVEMENT RESURFACING 10126117 CTIONS 6. PROP. TURN ARROWS MOOT .3 rn � o�� y, 7QNAL Y OZ W OmF-Q CD v U (nWO� "6 wm00 LL• _ � N �— pp z �OwC) N 0� N > E W Lf) O w () W I— Z} d� O r- M ai E =w0-j rn o Lu _ (n O (D � U �SZ� W �+ O+ + + �W 3 w + + + + QJ= W Q~ a; 3 z N N N W U O .-50 �/ MRi 3 » ! 1,AI c11 � U- o� N Q � � �'a / i rf... 3".':, :/ .r � � ! j r� �7 %• 4 .�•,p, �:a /'i,: l,,., fw `f>..v. y. i� , �rn f, S '` "9 �>..> 2 I I I I I I Ut S� !Z i ?>.. I t 1f1- f II Q i � r / //: 2 �' ?:,/N S �� �. E EX � al,".f� N D u� ii 't" `s J Y is rfi., II II II II 0 U--2i n (� PROP. 5 CONC. 1"""' -+ - L1 O U PROP. 5' CONC.;f f, 3 J E {{ 3 ;; ": Ilxlllt >:t1:.� U F- U a 2 m m 3, �Al IaI !3s'i aJ a I— U h- U I- f s� , 1 J, W M � a r A. � � W , z z Q r r .;Y, 11 LL f H a. SIDEWALK '� .�::�.. �� '�. 1�t f?�,�JI<I f.. � � O rn w w ST'D UD-4 1�. 0 € f € � x €0�jj,�,..002 115 EXTEND SIDEWALK a o ry F— STD CG-7 i%s"/;d>i�' .............: 16.........................._..... __ W N �- 13 Q t ..>......................_..............................................._. RE D _.._ ..........' ............Fr :::::'—:-- .:::::::::......:::::::: M::::............................. EXISTING PIPE 2 f, J .................................. a e .................. . ............... �.._..................__....................._....._....................._.............................._.. t '• h >���.,, wry ST D CG 7 "<.7i� +� v. 14 h. ��%, � ,, TOM � •6� 3 � REQ'D %e � � O � w U U f:�: h I � EL 6C 2 ,� t «:.>,::.: » ✓ N32 51 28.60E _.....:....... :: ::..........._......... ...,, ,....... ° ' r N33 02 56:.32 r tx,. + 0....':':::::::::::.. -;� r 29+00,.. N32° 33 28.53'`7= � 30+00 111»>71„� h 31+00 ::>.y:., 32 00 _. .... E............................. _ .......... :. >/.. <3Y>, 33+0 `s r 1 J 1 J J t J /� iJ a 1J J JI J t -7 ;J J.x.. J... I �I ! l r �� 000 I I J J J J l J r l I J l i I s,ri 7 0 t 1 J t 3 lif f>!'JsSr71`' }ii FJJ, 1" %' . fe r { j ....I 1 r I / i 1 1 i 1 I l I I I !! �J I = Q un W W l l l i l i t/ r l t I !• r, J 1 J J 1 J J 1 i REQ'D 1 :>, X) `€. I �• I J I— I i I / I 12 i i r rI't! / t,Jl I /J ,I r.r :J %' �,;�� ! i J I 1 /J.! ! i 1 1 i`�J l.. J J,/ J, I ��, cn JI t1'J, J'J i J, R5 / l I I. f... >.r3. 15 HH� 4 f J / r { 'f t r I J r t � ..._... .......... .......... ......y,, ...1.......4 ,_ ,<. ,..f,t, J 1 - •+� N > > l..�............,...........t. 1..,.. ....,. ,sit _,i .i........, ,... t....L.._t__ -. t r , r , ' '' . 7 I . r:---"-"r......... _„ ! 1 I 1 f:. r r j i ..» l , . I r l i��'-- s. ,,.. � t �, �3 w ........... .......... r , , , 3 1... J 1 1 ! r Il I .;. �»............ ............. ::, »...... ... �: w w 1 i r , !• ,I 1 , f I J Y 1 t J r i1 /:;. :r ... .. ... .. _. ,.. .. „ .. .. : » .... .... >1 ter. f . ... . . , ,.. ., ,....,. ».».,.:.,»,..,.,..,»,� ,. , „ ,,, ,,,,-,a�st, ,,,a»»YM, /' .•s :.7f .. „ ♦ .. .. ,.> .r .._.....,,»,» ..,. ., .. r».,,....,,»,,,,,,...ffll.Yf.N...lfr......................... .,, r r ,... .... ,. ...,... ... .,.... ... ... ..4 .. / : it t ! A bull > R50 r, j ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,r�„rr .,••>,>,.....� .. .... t / ... .. e .. ,.I. f. �£ ,. _t , .•'.. '>-: ; .., . ... i...,.. . s !.[ t : -ff ,:,,,,,,...... ......... -•r ,,,, . „ .. '�, ri. t E._" 9 1 ! .. - 7 .. f .,. .,.! #J"f ..iJ, y4 7U, .. , , ............... 1 .^'f4t' .. .. .., ..,,. .� ..-, :... a. ✓ .. , t ... - . x , � - f. >• .> 3 • f ... ,,,,,:;:z • ,.,,,...,,»,,..»,._ s ........ '?,yr % •Tf" ..... ,,. >,. 1 t.. ..,.._.. , f ,> ...,..., .., ;.. _._.� .. ., 3 £ J ;l,f ............. ...-.,.,..»....................».. <, , ..,..,,,,...... -,...,,,. ? w.. ,.... �_ _�. r� �- �i .f. .. t ; t t ..... ...- rh \ f ✓ xf f <.....:,Jr < ii> , •_ ii ,,. r...... ;r rsw., �t�. LUAI . .. ...........�,,..:>..t ,..-i�� ,., erx��_... ... ,,,, _.,'•, ..., x .,«:-.., >L� �- -� i f ., y.- ..... t r_'f' ... C ..,.., .._. `r, .... i1''� Y., .........,,c:,,, cn , :., f. tY h .. ,,..... �*-.� .... .._.. s.. .. .......:.. _�......_......... Jr rr fs ,,. „ .. .......................... ............. f f / ......... .. f r ! P ff > 7 .,:;;»......»..3,,,,,;:.. • 5.f. i " } .i .... .., s 3, .,/r ss ,. .e ., , :. • , «:% 'f :•i 1 .>}''q. , s .. � J"•Y�< :Y f... t : .. .._ :.•.•• ..,1` ..... ,... ... , f > J # .. n .. .. •., Y, f A F ., „> ,,< ...... ,J."< 1 f 5<f�f., r,. ' z. :a ��: ,. ...... ! ...ti (} >X", .>. .:., .., ...Y... .! , '{ `iiz l .... J .✓..t f f . ., .. .. F:>v. , .. ./. f. .. .. Y .3 ? ,w �ti". .. 1• . ..�... �.. ..�. ....1 ,�IS : w ..., r t ,.. „ s z £ .. . /> „ » > 3 r .r , • s s > i :.:a':'.... z3... 33 .,.;� r , '`�{iJ „ ,:.! xt„�:- , r•�l., 'lsrf i ';i s3 {{.t}Sr.., .. J > r. ., fs" 1.1,:_ . x ;°i}'° t .,.., tJ ..., :, ,r.:.Jt } r „ '•;,..,., � ,,., ,.. ., .., ., t r a .. •.., rs `f'','•7' / .x 1: 'y h ! J f i . aJa...rr . af. i` ,-/,."f; ,.YT l s (7 :/ 3 s .<f':3 i''C � i f w ..,;s r- f+t•nt 1+J1 - .' -✓ .£' .1 a LJ �4h .ss f'.,>,, i 3 "* x$h J li3�, ,! x PROP. TEMP. „» „Jf j.r f t h, f�cz,. 1 __.... 1.: y ' f ',s .,n ...... , ! f �' `e ,f._." ».,...... ,,,. .., ..J . , .,7. „✓ : I s".,L: 7,r r,1 1, , - ., • % ' S ffi Il•3(a M1 i� h,.;t /' J 1 .... .... .... .... t { ,f., .:. � 'J! t ✓ r, �?.. ,/ .. ,j .Jf'� xt JC'J,-. ., / > r,s J -, 1 % '7 ` s, ;Y ✓ ? #i ji s} ;7J:'#£.7 .,, �ix} `iyh, s, x7 � "x f { p § ,." .......... .......•.. »,,, .......,,...,,, .... ,., " 1 O s. ... . "> ..4 :..! ! r ! z> t / E £ ' f:'; 'a zJY sz,fi ' }:, f f:,>y, ", h ,a > ✓ £ f _ .» ., t /..itl '.;t1G>,,r �.,fs<f.J,..F�iJsf,l�tt�^...,..,fJ..I(rd. � ,> ,. !f.?„ f-1.JJ, t!/f.> tJt?.; ? 111 FCC/ti?.;JL:, t ., ., ' .; CONSTR. " ,..,.. E '.,3if � :,f /:.,} pflr's,'f-;J#<:s�.%: i%>';r € r f./'f ;£i; 5'x ... ,.,.>• .,,., ,., ... n r^s' ;,). 3' { . Ifar,/f,.: f ..Jis '..' E ,..... f rf?.rf.si'1?Jz.s,,:.?t3 CHARLOTT S I € t »x !s ?:tf%.r,fsl.�tx»�' :.� EI r f z�> s:;l-:t. 1llj E VILLE I I t ?af i> .';t' "" !�/`;, 1 z I- ;;,./ ,.. EASEMENT E, ,., ' ( ",,f;t - i£ •�% //Oi I,.E` .� !r. r ;, ,», „� f,: I� f5,3f'f:,:f GAS TO RELOCATE/ ., ,,t t ... .J:.f• s:rlJf l,r /r,r,, .� ,✓ r` !�, ,/ € , t 0 j1,'t Y. / •!:Y ir. �: ,7 ,.:fS ..)s, f2., , ... E CD ., .. jj ��)f'�• rl ' �,' !:,J L,.t"fl �.....J:,:f ..,/`sf--L;: rl W RECONNECT GAS q °.' 7h ' li, ;> ! s..'s £ 1 ' ! UTILITY > o N rt ,,W (f'7 f' • r"` # tr1�/t"f +„< J." 1!'.i f{ y i 3f �;,,,,/l,Sj t.:�/3 • f tf sfilf'• f f .Cft,� F ,. {>5 ` W N \ r ri >, L. 1 �f 1 r / J f s' i3 :> "s „'; SERVICE LINE t I!r t. f "frt;.,;!.;,,,J l.t..�`` 032 1 ..,..» „» ..., ..» ._...... ........"..... Q.. _ EE s f f.,,, ` :.:/ ..✓ £E £ 'f > "?:, t„>'?:at,3• .,.,. ,. Ol ' !!1 .. 1 'qf =. I A�„ 1 / Mil if a f Y., G L J �9 t Y „ , f ! s" £ s ,n ,,." .».. ..... :{ o...,,,., s%%.,i{ f l I ,:/ , ., 3 `3 I ' " ., ..... _. .................... ...» .,,.. ...... . 5 r N ,» ! , £ B. 'if>; �f p J j f;; ;:•s" .,1.,:,J, ..;�t j ! f"' {~>. s 1 s s S :•.,i; �.t . j s, jr ; f,�# I £.,_ „ V 0 ,-i \ i"> �i f s , „ ,. ,.. ,. ,3 ,J"•Y;F "'`` I,J. r,, ,> 5113 r 3 iJ:•l .... .. ... ...................... .. . ........................ .._..... ............,. ••.. ,..,......................... '` € f s \ ! ,,.,.,! fa *,/ ! U Il I,,J1 >� lr .� .... I, ............. _.,. ..».......,.....,...... ..... .................. ..... _.. ,., ,,,, .. £;'� 3)jj O r•@ f.13 f 1fi..3f , J I [ ..».......................................,..._ ....f,,..........,..........................,,,................................................. ,..,. _... .... _... — -- ... --- ---- .,......... Q € •!'a r;. f,),•, i;, ,. i % ;°f i 1, > a <ri J I Z s ''r Y,,' :> !>.., . �/r. 1J.�r.>>..1 r s.,s. ?ssl� f. ,, s,. , t .. Ei€ 989 f G, 670 j .£ J •3 / . :. ,,:, !£ `Y` f"' >, ti :. . / } O ;: I Ql ri 1 r» I PROP. TEMP. rar th..J/:...��,,,lt.»1>,......................................_ .................. ff,s�� f. ., , e, 1f' �if„„_ f {a f'jli :.sl" 'l; £'> 14 DATE f CONSTR. O :7:3.7 t/s" f ,:3:. y", ss f�ts,';:: �. J"�.{: � f J /y ty p 1 r Y•• ,.... �i if ff �f I(,: A t f 0tv %..,+' 9 »i,%�,f�lt.,.: l S s/ > (' EASEMENT :#,: € 3.» �... ,.. . N f, j i r; a r.::611412017 I I I £ z.£:' 0i J o i r I `'° ¢� 3 Q' p Q } DRAWN BY J p't / ,2> } f,;'7 J f r,'f" s f'"f •> r > ss>.J s%Irf �i.�, i f x I / off !� J%f f r f i s > ' / r > { f . � i CAUTION: EXISTING GAS LINE TO I I w » -......,,. »,....... » ;3 a3 w J. SHOWALTER ;j ° m REMAIN IN AREA OF PROPOSED ;Irl�.}J.l�t�«rl{f»f,tf» »� , ;'� tr I Rio n o f I I s U O U a'. �' I W; 0 W DESIGNED BY W �- in `q £ SIDEWALK. HAVE MISS UTILITY MARK 3 £ t m>> • cn D � w U � cx:; E O; � c� a > o ALL UNDERGROUND UTILITY AND USE ; - �`� D • J. SHOWALTER �f zo Oa ,f �€ �o �— 3;::; Eyi< w I— —� co U)EXTREME CAUTION WHEN EXCAVATING , , r: >;z CHECKED BY } w w w I— ;:f3'... z O, Q a= 3 i f LL °- _j o ° AND OR DRIVING STAKES. I I o'er O $ > o- Q > I �i I~- Q �P� J. HASH oU z° £ I I O{w 02E f y Q� W £ I =E � 0 0 SCALE � w � �_ a SCALE 1 "=25' o SITE PLAN �� 0 25 50 E < — ~ • 1"=25' s f 3 • I € � i i - i 3 . ..... . ....... i I Exist. Ground ...____..-.-..._............_._.............................._._._........_._................._...._................. _.._........:-..............-.»....._.........�...�..... i -....... ......._8._........._............_................W.......................... W............................-....--...........-__.........__ _____..... ...........................................;..........W........._.__.................................._..-...... ._ ,. .... .. ... .. ........... .. _..... � I I � � • E ................... _ _... - .... _ _ ._.... ..... .._.._.. ..._ .....- ..... .. _,W,,._ _....._____._...... _.. ....... ....... iLu i--1 Cn I I€ > V / C i p LLI N I I Q W I € �mz J O LL W I O �— o I _ 1 W I E I ' I W Q z E ? U J oC > zLLJ E I W a 5.0 N PROFILE SCALE co t0 3 cM EE i f EE4E (� t O F t6 I U) 0 sl �o b� �o �ENn "o LoL N� cfl� r cfl rn N o JOB NO. �� �� �� �o "'"' �'' �� `�� N" %� 33882.005 co °0 ao oo L8 OD L? €` Qo r cfl cfl Ln M ch N Lf)nj O o ao 00 co LO DLO �En �� �,� �� �c �00Lr) �co �c �O° �00 �Oo Sao �o b� c7 L!7 Ln LO Ln 0 SHEET NO. ry 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 6 C UPC O. 1041S9 STRIPING LEGEND 1. 4" SINGLE WHITE LINE 2. 4" DOUBLE SOLID YELLOW LINE 3. 6" SINGLE WHITE LINE (CROSS WALK) 4. 24" SOLID WHITE LINE TENDED 5. 4" SINGLE DASHED WHITE LINE ROAD CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD 14 1000.000, 8.570' 4.29' 0°29'28" N32°48'12"E 8.57' 15 2000.000' 10.473' 5.24' 0018'00" N32°42'29"E 10.47' 16 2000.000' 1 11.236' 5.62' 0°19'19" N32°41'49"E 11.24' 0 0 STRIPING LEGEND 1. 4" SINGLE WHITE LINE 2. 4" DOUBLE SOLID YELLOW LINE 3. 6" SINGLE WHITE LINE (CROSS WALK) 4. 24" SOLID WHITE LINE 5. 4" SINGLE DASHED WHITE LINE 6. PROP. TURN ARROWS t* ASPHALT PATH (SEE LIGHT DUTY DRIVEWAY SECTION) F777779 CONCRETE SIDEWALK (FILL) (CUT) ROAD PAVEMENT CONSTRUCTION LIMITS PAVEMENT RESURFACING* SHEET REFERENCES 2D - TYPICAL SECTIONS - AVON STREET EXTENDED XS-1 1 -XS-23 -AVON EXTENDED - CROSS SECTIONS ST'D UD-4 REQ'D LUIV 2 /1 -ClIvIf! Sm ......................... . . .......... ............... __ ............. ...................... I .......... . ........................ ............ * CONTRACTOR TO MILL, OVERLAY, AND / OR BUILD-UP PAVEMENT WHERE NECESSARY TO ACHIEVE CROSS SLOPES & MIN. 1.5" OVERLAY AS SHOWN ON CROSS SECTIONS. PROP. V-NOTCH DITCH ROAD CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD 17 5000.046' 2.237' 1.12' 0*01'32" N32'32'56"E 2.24' 18 4999.995' 3.404' 1.70' 0'02'20" N32'32'32"E 3.40- STATE RTE. 742 AVON STREET EXTENDED 30f VA[,, k1VIDTF11 F?V'011 VDOT PR,01 0742-002-115 . . T ................. ............... .......................................... . ........... ......... ........... lrlrST'D CG-7 PRQP. 5CONC. "J, ST'D CG-7 "F* E., REQ'Dfr �+00 38tg N 320 32-,'%.09.78"E 3 SIDEWkLK 39+00 35+00 REQ'D .... .... . .. .... .4. ........... .. ............. ---------- . . — ", y/ y. 50, J I .......... .... . .............. .... . . . .... .......... — ------ ........... ............. ............. . . . ........ ...... ........... ............. .............. ....... .... ...... 7:7 w .... ....... . . ........ .... 1_," .............. . .. ........... N ..... . ......... . . . ....... --;;;; . . . .. .... 01 . ....... .... 77, �y .... 3 ... ........... ........... .. . ..... .............. q. . .. ... ... ............ r— -- — -- . .... . =� ­-'= .......... .. �­' 111��'()r� L E-13, 6&' 7� (D 6D-1 . ....... A w . .. .... .. PROP. 1 /411,14344 6D-2 W R/W z PROP. TEMP. CONSTR. . .... ..... . .... ... LsP( 309 . . ..... ..... . ... ..... EASEMENT OW 0 p 77-471A T_ CAUTION: EXISTING GAS LINE TO < Z 3 TM.ET PI ',` L L C IL < V PG, 266 REMAIN IN AREA OF PROPOSED ma- '__ < SIDEWALK. HAVE MISS UTILITY MARK w < > 0 ALL UNDERGROUND UTILITY AND USE cn Q W U_ EXTREME CAUTION WHEN EXCAVATING w 0 CO AND OR DRIVING STAKES. w IZ Z � 0Z W 1_ 000 0 w w cn N 00 L0�00 co LO L6 L0 LO ILO LO 35+00 36+00 Exist Ground �- w_ I@ Constr. �3 C) co Lq It N LO 06 0 Q0 + % + I PT = 40+61.83 0-) m Nt PT 39+64.74 11 OJV OUT.';Y,r..f yi48' ------------- 18 ipr.2 I ............................................................................. .......................... QT'n r'r-'-7 17 ........................... i";M +00 'D— 00 ............. 4.2 40+00 N32' 33'4 ................... ....... ..... . ................REQ.............. 2.06E . ........... ................... /* ST'D R20' R20' CG-12B .r ..... REQ'D ✓ j y............ ... ............. ... .. ............. ... ............ ....... .. P LOMF_'�.Aw �jm MLI, . ......... ............ = 7 77 �' 7 t�­' .. ....... . ....... .. ......... ...... ...... ...... .......... ..... ..... ..... ..... ..... .... . y5' Ell "Our;tj _J 4 STOP w CURB PC T BAR P� 0� 4 W Uj FLUSH 4 i , j u3 PROP. TEMP. Z"' CROSSWALK 60?OUt4f) LEA&S& OGAi CURB -A (TYP.) CONSTR. Ori..U'1140SE T_ 3 6D 3 A EASEMENT T�30F) 771-43 . ....... G'AlL VAR Y 1,31IF'TIS 7- CHU CH Uj X DB. 609 PG I. 0 "s m _j U) 0 a I— Z < 0 U) LU T_ F- 0 > < < Uj I > 0� 0 0� w4, 0 Ln LL 0 0 _j _j 5; w U) U) F-- U) :� T 0 LU 00 < :E w U) I— < _-D W < > < a- 0-0 W rj > a_ U) < F- 0 > 0 0 _j 0 _j U) 0 LU _j U) < w . U" LU 9 < _T X Q_ < LU [IJ 2�i CO 2i < Uj < k z W . 5; Uj 3: 15 z 0 < 0 \e_j' F- 0 a F- LU < z z U) T_ C, z oSCALE I"=25' < 0 < zi 0 low :S :E f; 0 25' 50'__ PROFILE SCALE L01co �IN q10 In Lci LO 0 00 L0 It (N 0 (D (D (0 6 L0 Lf) L0 LO L0 L0 Lf) L0 LO L0 L0 37+00 38+00 39+00 40+00 41+00 42+00 UPC N= Lic. No. 31371 _01/2 6 /17 LU C) CD < cy) Q T—i C:) DATE 611412017 DRAWN BY 1. SHOWALTER DESIGNED BY 1. SHOWALTER CHECKED BY 1. HASH SCALE 11' = 251 JOB NO. 33882.005 SHEET NO. 6D L w ROAD CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD 19 1000.000' 43.962' 21.98' 2'31'08" N33'46'56"E 43.96' 20 2400.000' 85.384' 42.70' 2'02'18" N34'01'20"E 85.38' CAUTION: EXISTING GAS LINE TO REMAIN IN AREA OF PROPOSED SIDEWALK. HAVE MISS UTILITY MARK ALL UNDERGROUND UTILITY AND USE EXTREME CAUTION WHEN EXCAVATING AND OR DRIVING STAKES. * CONTRACTOR TO MILL, OVERLAY, SHEET REFERENCES AND / OR BUILD-UP PAVEMENT 2D - TYPICAL SECTIONS - AVON STREET EXTENDED CONCRETE SIDEWALK WHERE NECESSARY TO ACHIEVE XS-1 1 -XS-23 - AVON EXTENDED - CROSS SECTIONS CROSS SLOPES & MIN. 1.5" OVERLAY NEW PAVEMENT AS SHOWN ON CROSS SECTIONS. (FILL) (CUT) CONSTRUCTION LIMITS PAVEMENT RESURFACING* PROP. V-NOTCH DITCH T_ I 1_4 0' cc 0') cr. all + + ............... STRIPING LEGEND 1. 4" SINGLE WHITE LINE 2. 4" DOUBLE SOLID YELLOW LINE 3. 6" SINGLE WHITE LINE (CROSS WALK) 4. 24" SOLID WHITE LINE 5. 4" SINGLE DASHED WHITE LINE 6. PROP. TURN ARROWS :j CG„'ll STATE Rll-E. 742 AVON STREET EXTENDED co CO 0') 60' VAR, WID"I'l-i R/W LO M f0') V D 0 " I ' R' J, )7412- 0 0 2 15 + + X2-6 + I,- .............. co It SJ,) GlW?r3 ffikETIKIIJ�VHI) cl.ff?13 IfVL E"'T hli_h') I y." TOP 54 i5', 71' Of V, 6 ROP ffiJ, LLj '15' R Cr-1 ffil 15'RCP 011T 15" RG1`1 OUT . ... ............. .. ...... .... .. ......... W ............ ........ .. ............. . ........... ... ........... ......... .. ........ 0 29 CROSSWALK 3 Y3\ ........... ............... . ............ ........ .. ... ....... .. .. ........... .. ....... '3�'6 2i 4 ' 4"E . 4 . +00 ...... .. ........ .... . ..... . .. .. ............. ............. .......... . ..... . ............ 00 (TY Fl.) ........... 1 . ..................... 48-P 48%6.19 00 ............ ...... .............. I .................... STD STD CG-12B b6l 1� A 11,41SO, A,& J; L ATE SIGN - CROSSWALK A CG-12B ST'D,, REQ'D ............. ........... ............... .......... .......................... ......................... /3\ .......... ..... ...... ..... C G""l 2 B . ......... ....... ... ................ .......... . ................................... ...... -- ------- - ........ ............. ......................... ... ............ o ....... ... . ........... ........... ..... 0P.) 7 ............. -------- ................................... . . . ............ ............. ....... .. ....... . . . .. ......... ... .... ....... ... 11-1 .... .......... ............. .... ... ...... ........ . . .................. . ........ ................ .6 . PROP... ---- ---- ................ ... ............ . ..... ...... ....... .... ............ ........... - W........ . ....... . ..... ..... - - ---------- e.J .... ..... . .. .... ..... =�= . . . . . . . . ......... ..... ..... ...' ... r; ' 7"_'� 3 ........................ .................... .............. 'All r ............ ........... . ....... ... ........ .......... I - -- --- 1 1— " ;";. I - — ............ ...... - - ­ 11 . .......... v­'_� � . I .. _1 I 1 . ..... . ..... fwl -.1 . I . . ............ ­11"Ill"Ill ..... . ...... A -7 R, i 77 • �'R5 Szw IN � PROP. 5'CONC. elss I ?-�- - '77.7-- _­4 SIDEWALK PROP. r C PROP. o P 7— ROP. R/W 12" PROP. TEMP. E 4�'4' -7 R/W c z STC CONSTR.• PROP. TEMP. R/W % .......... li') FZ .......... CONS BAR ....... ................. 1 11 EASEMENTrs?")X LOCA TR. STOP A, 6E EASEMENT �-q -2 A7 A 00iVST STOP 01) BAR w �j 9: 0 "5 j"10 SOL "'G',T. 13 CAUTION: EXISTING GAS (LUMOS CONDUIT THAT S, W U, P,E ASS0,0111TE-3 z 0 fPJiETVl11tvJPJf) ........... . ......... CONFLICTS WITH STORM 0 0� Z LINE TO REMAIN IN AREA _j LL 0 < L iJAWLITY COPOPAINY RD �54,5, 73' SYSTEM SHALL REMAIN IN < w 3,519 PG. 267 "4. LU OF PROPOSED SIDEWALK. LA OCIA 7ES n SAME TRENCH ALONGSIDE 0 U) > "'-' :D U) 0 HAVE MISS UTILITY MARK > L MiliTZE'l,") PA, R f?,LER, STORM SYSTEM) z _'j 0 2E ffil11, OUT 10,65­1,5"R < f)13. 15-,96PG. '176 0 z U) C9 ALL UNDERGROUND 0 D 0. W D UTILITY AND USE EXTREME fl" I < z w 0 _j w n < CAUTION WHEN OD Do EXCAVATING AND OR o U) w 0< DRIVING STAKES. Exist Ground @ Constr. f PROFILE SCALE END CONSTR. STA 48428.48 ST'D ,CG-1 2B X\ REQ'D 4 PROP. TEMP. CONSTR. EASEMENT jyil i R 7',AMY;."Sh'ljP 037 00 590 585 WE$ 575 570 565 560 555 —E-LE-V-548-50-- 550 LO cbriN t4� N Lo '0) t co Lo co 0 Lo 'Z� 00 '_ I Q-) " U-) " Lo "_ CN c -'q �6 c� L (D CO C� m 00 L 4 (0 _0 2 co 0 0) OD L0 L0 LO L0 Lf) L0 L0 L0 Lf) L0 L0 L0 LL(21 L0 Lr) L0 Lf) LO LO Lf) L0 L0 L0 L0 L0 M LO 42+00 I- 43+00 44+00 47+00 48+00 545 Emiff SCALE 1"=25' 25' 50' Lie, No. 3137E 10126117 ml� 0W 0rq < �,D (D DATE 611412017 DRAWN BY 1. SHOWALTER DESIGNED BY 1. SHOWALTER CHECKED BY 1. HASH SCALE 111 = 251 JOB NO. 33882.005 SHEET NO. 6E a5 c� i 0 O d' O d rn O Lo cfl o (D moI`", cM + Lr) F- p O '-T o a- 4Ia--O> 4U)n -z PROPOSED GRADE -� 1.. N O 15 O co F- 4 s `. Lo O O O CM (O � co Lo rnd M + c`> `n F- p Z O co H w0 > > 4U)�-z z EXISITING GRADE .............................................................. EX. WATER L-1' MIN 185.96' F LATERIAL 15" RC APPROX. @ 1.070 EX. WATER ELEVATION € LATERIAL 455 APPROX. ..............................................................................................................._.............................3............ EL EVATfO.N.. ... :ADJUST WATE :LATERAL AS ADJUST WATER :NEEDED TO M ET LATERAL AS :MIN. SPACING NEEDED TO MEET MIN. SPACING 450 _ X N w 40 X IL U O N O w Lo o i M d F- N I ..O �- 4 o "m oo �° O ' � M co N `� r ULo00) � m car- `n(o, `o d co, d cq j Q N M (D I— _L C) -�'Z O �-d" Z O aa— z �aa- 4U)I— WU)�zz 470 4-31-04-2-2TOEX4- 79• 18 OF 56.41' OF MIN 15" RCP 15" RCP @ 0.64% @ 0.45% 9+50 10+00 ST+RM 4-1 — STRM 4 3 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 465 13+00 13+50 465 55 r Q N co O O 0 F- � � N I— 0 v o r CO I- r- I— r- 00 M+Lo O pZ O N 0 > > Q a A U)c - z Z U)�z ro 9+50 10+00 EXISTI G GAS _ -........_................LANE-AZIPRGX ......... ELE ATION — 3_ 1\ 164 63O3_2 1,3, OF Rip @ 3.449i OI X_ 11+00 V M:IN) EXISTING WATER LATERAL APPROX. ELEVATION PROPOSED GRADI ............................................. ............ ...... _E .... .. ..... .. .. ... .... ..... r EXISTING GRADE I 3.2T\�� I ? 225 o;,, 15,. OF ROp.- ADJUST WATER LAT RAL AS NEEDED TO ME T MIN. SP ING . .... ................. XISTING WATER LATERAL APPROX. ELEVATION. ADJUST AS NEEDED TO MEET MIN. 1' SEPARATION. 12+00 13+00 STRM 3-1— STRM EX-1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 NOTES: 1. STD. IS-1 INVERT SHAPING SHALL BE APPLIED TO ALL INLETS. 2. ALL PIPE AND STORM SEWER PIPE SHALL BE RCP CLASS III UNLESS OTHERWISE SPECIFIED IN THE PLANS. 3. ALL DROP INLET AND MANHOLE COVERS SHALL BE NON-SKID STEEL PLATES IN ACCORDANCE WITH ST'D. MH-1 (106.05) IN THE ROAD AND BRIDGE STANDARDS UNLESS OTHERWISE SPECIFIED IN THE DRAINAGE DESCRIPTIONS. INDICATES MANHOLE LIDS WHICH DO NOT REQUIRE THE NON-SKID STEEL PLATE TOP. ALTERNATIVE VDOT STANDARD TOP MAY BE USED. X w � O O N a � v d0' m0 0 m�Oai It p Ce) �d Z O T MUj�Z Z 3A� 1T\! 7g,1(q, FX 1 ys„ C RpF co N d' 14+00 co N ,It T X w Q ch 470 460 LINE APPROX. ELEVATION. ADJUST AS NEEDET TO MEET MIN. 1' 455 450 445 15+00 15+50 u 0 50 PROFILE SCALE W. No. 310,71 10126117 M E O O N V N � C Q O E °� E w �v 1 a�o� u,o �^ U oMo Z U) U) ,Wj WH—� o zz w w ro C[ O � X � U U aim w p 0� a _ N N z a d ivQ>kLq o O 00 O 0-1 4N > > M CL d 0y ry 00 J l0 I— ui 0L O C7 O I— p L11 N .-i N w Lu C)� O Q Q O z O DATE 14 611412017 O DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY J. HASH SCALE 1 "= 50' (� W J H LL CL W � W r Q H Q z H LJ O L z�U) Q w N OJ Q 06 LL U° rz W z O H O u Q U) C) W Q W ry O J p JOB NO. 3882.005 SHEET NO. 7 0 NOTES: INAAS 1. STD. IS-1 INVERT SHAPING SHALL BE APPLIED TO ALL INLETS. 2. ALL PIPE AND STORM SEWER PIPE SHALL BE RCP CLASS III 4 Llc, No, 31371' UNLESS OTHERWISE SPECIFIED IN THE PLANS. �o i 1126117 3. ALL DROP INLET AND MANHOLE COVERS SHALL BE NON-SKIDSIN�L�. STEEL PLATES IN ACCORDANCE WITH ST'D. MH-1 (106.05) IN THE ROAD AND BRIDGE STANDARDS UNLESS OTHERWISE SPECIFIED IN THE DRAINAGE DESCRIPTIONS. M O O N V N � N O Q O E W °J F-• W > INDICATES MANHOLE LIDS WHICH DO NOT REQUIRE THE NON-SKID STEEL PLATE TOP. a U. 0 3 ALTERNATIVE VDOT STANDARD TOP MAY BE USED. 0 0 L U o z U) V) w w ter•'='`r U 00 3: O U) U U ^ a ? 0 w ce, w a a QD =G7> 0 00 F- O N O N ` H H OL Q v) W � Q O O p N � O I 00 N rn ao co 0 M+NN Q r M 0 W �Z 0O N Q Q- - 1-LocnF-Z Z0 � O 00 0 o= [i]�� r V pock O 0 0 0 Q n. a. w LoU) F-Z Q_ 000 w OW 00 O N > 0 w 0 _ 000co0 = Q rn Q O N L0 Q a 0 0 z rn o Z 0��> L 0 c� ~ w 6 to 1- z 0 � (~J) DATE ' J I- > Lo 0 O p ¢ z 00� N 0 6/14/2017 f- o 0 + N } DRAWN BY Lo J _ =ONO N z ¢ t_- Q a j 0 1. SHOWALTER t- O UoVo (N a_ �U)~z z DESIGNED BY O co C: co I- Lon t` I— D o co o w+ w 0 Q N e 1. SHOWALTER �Qa_> (L Lo U) F- z Q z a v e CHECKED BY uo(AI-z w 640 640 g � w o oo a 1. HASH w0(Do L v o �O+Mm 2 LAN a SCALE 6Qaz U) z e„=so` 640 640 635 o z 635 WT V J Ll (� W J H 5 W O Q o � I-- 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 9+50 10+00 11+00 0 50 > j Q STRM 5A-1 - STRM 5A-3 STRM 5A-4 - STRM 5A-5 STRM 5 - 5-2 PROFILE SCALE J HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' Q VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 w 0 co 0 _j LL. V U O r Q W(D —�°_ 1—I LL u U W 0 J Q JOB NO. 3882.005 SHEET NO. 7A UPC NO. 9 I � PROPOSED GRADE 635 f } 635 EXISTING GRADE 630 t 5A-1T05q-2 � 630 162.16' OF 15"RCP 625 @ 1.00% 5A-2T05A-3 625 15" RCP X• @ 1.01 % I V OUT 622.39 9 3 2" RCP 620 � 620 w cMo cMo 635 } i PROPOSED GRADE j 635 _ 1 EXISTING GRADE i 630 ' 630 EX!NV OUT 628.7' 5A-4T05A-5 12" RCP 10.77' OF 12" RCP @ 3.71 % 625 � 625 M PROPOSED GRADE 630 630 EXISTING GRADE � 4' 625 625 5T05-1 �1.14S-1T(�5.2 OF 34.11'OF 21.37' 15�� R�P 15" RCP @ 1•0% @ 5.01% 620 EXISTING 18" 620 WATER AIN. APPRO . Co N ELEVATION a� 0.� [N1 AS Lie. No, 31 t 6.117 w N� W W r*� (D O o N N `n ~ W Q O W c9 > E (o co v E �_- W > 3 0) a) Lo F 1VI v ' (D + co�F Q LL t' LL — 2iN�z wL0 c`o� O LM NQW— Q"' Uoo z cn cn W I- O z z LOU- -� — to O Z Z (D � �--' — 1-4O Q) F—' wW 0N M � 00 � oN N w c' c' o a � 0 O p c� C] c? W z W �_ C N z a a- M O (0 0 o W U a N O 0 w O N 0 (? o r> LbLn o (D O [- i cu cu U I- � N w >> L 0 CA o M CC CC o p (0w z WO a.co � =vr(o�r~m a) It (D Lr) v� $(fl �(D � �n- CO (0 d' oDD w�(O �cIO Lo Lr) COfi00W�iNp +LO `DO�Oz + LT) +a�,� _ o�Oz OCA LO z p zzHO QoU) z 0> a?<Lb P- ui (DU) Z_ z 0> > 0O> FJ- > ( U) z z xP0> 585 (DU) -z z (DU) z z wcn�-z 585 0 V 1 ! 0 i � 1 j 3 i ROPOSED GRADE i ; w w N coi 580 € i i 580 I- 1 H e .- _ TIE TO EX. 18" RCP j ...... ...4... s ; � N I INV IN 578.35 t o i 3 0 H DATE 575 `� ............................................................. .... ... ................... ...........................575 6/14/20 ............................................................................ .... 17 .............................................."................................................................................................ c................................................................................................ y..................•..............................................................................................................................................................................<................................................. DRAWN BY .,� J. SHOWALTER 6C3 T EXISTING GRADE 32 O 60_ "- DESIGNED BY F 570 57 $ 77, 1 I - # 0 @ 16 p "w # l� i • J. SHOWALTER CHECKED BY °, i I • J. HASH 565 t 565 ... ...... ...v... ...... ...................................................... ...................................................... ...:.....................�•...........� ...�... E� ,...GAS•.LIf�E..A .P...R•G.1X...... ....................................................................................................................................................................................................................................................................................................................................... SCALE ELEVATION ADJUST — I „ 60_ AS NEEDED T MEET 1 50 6 1918gO O.2 MIN. VS CING 7 Op 7 - o S RCp - 560 @ 3.900 "" I................................................................ € 560 .................................................................................................................................................................................................................................................................................................................. ............. ......... ....................................................... ............................... ...................... ......................................................................... ... f " " " a i a " " 1 p O 60-3 ? 1S"RC0F I `� I 2.31 0 0 £ 555 555 € € i ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................E E. _..1l1lATE..L�1T.E.............................................. ....................... ..... APP OX. ELEVATION D_3 W TO ! 388• 6E 1 1 ADJUS WATER MAIN 1'MI 15 40' OF' J S NEEDED TO @ 1 RCP 6E 2TOEX1-6E H MEETIN. SPACING ? 4/0 8. 8' OF 3 I I 1 Cp 550 55 I 6 _ 5 j � J � 146.350' O 2 @ 3.18% < cl� 3 j } 15" RCP r).. @ 1.61/ j uj w 545 1 545 0 Q F- 0 50 Q Q (o to PROFILE SCALE 0 LO cri N o ai ai °d (D <r ( n ? c IL8 h t� � LO b b b r� (o (o co cW o co co w b b � H > O 9+50 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+50 u STRM 6C-3 - STRM 6E-2 z Q HORIZ SCALE: 1"=50' w 0 VERT SCALE: 1"=5 D m W NOTES: O < in 1. STD. IS-1 INVERT SHAPING SHALL BE APPLIED TO ALL INLETS. r � O z 2. ALL PIPE AND STORM SEWER PIPE SHALL BE RCP CLASS III �J W UNLESS OTHERWISE SPECIFIED IN THE PLANS. z 3. ALL DROP INLET AND MANHOLE COVERS SHALL BE NON-SKID W p W STEEL PLATES IN ACCORDANCE WITH STD. MH-1 (106.05) IN THE ROAD AND BRIDGE STANDARDS UNLESS OTHERWISE W SPECIFIED IN THE DRAINAGE DESCRIPTIONS. W W V/ pp z *INDICATES MANHOLE LIDS WHICH DO NOT REQUIRE THE NON-SKID STEEL _j 0 .............. 0 PLATE TOP. ALTERNATIVE VDOT STANDARD TOP MAY BE USED. Q Q JOB NO. 33882.005 SHEET NO. 7U UPC NO. 104155 L_ 3 c oa �0 o (9 CL Z s0 O C — T � O O C C N (6 = d U 0 C: or O 3 Z N 0 Q axi F- a� o w V- 0 0 a� o .3 a a) c N {a � N X � 0 O a) U w 2 � y O O N U � O a) C E � 7 U (0 O 'O C O a) "O (a a U _ O C V/ O N .- O U C O N N C C O N U 2 O L 3 O = U) C ca :5 m C O n Q to O N N 0 c O -o 0 (L O) m = x w 2 ch U w c) Q O ,,1. ,..- . ..... { , ..l , .... ......... 1 :; PRE-D EVE LO P E D Ya y ; : ', �.. ~....., ... WATER QUANTITY CALCULATIONS: ' "I ...... / 11 I 11 . „ I ...,, �11--. I % "I , . `� \ .1', "', "",/ a y � '� •'' AREA 1",� !/,,. \ `, I i 11 AREA 1: } a,.�;0 DISTURBED CRES `' ., f f ''\' 'a ', , a€ f f s ;, ` , . , I / > 1 0.10 ACRES OF DISTURBED AREA THAT FLOWS TO THE WEST IN THE } PRE`=DEVELOPEUC = 0.40 N ., ; 11 P TOWNE LANE. ;i 462................ POST -DEVELOPED C = 0.52 ', f •``�'.. `.. / \ . 1 i ,, % `'�� iy `. STORM FLOWS PRE -DEVELOPED POST -DEVELOPED r ;, ' 1 s .I'lf �; {• �,� } ,. 2 YEAR FLOW 0.21 CFS 0.27 CFS '' a 1'; ; " 10 YEAR FLOW 0.27 CFS 0.35 CFS ............ j , i 1 " r 1 r " J ; / I 0.54 ACRES OF DISTURBED AREA THAT FLOWS TO THE WEST IN THE I I'll, " , .�, f , A, f } } i} t r , t AREA`°, f, ......... .... / '"'...,/ f f ' .. i• , - } / �y ', PROXIMITY OF WALDORF SCHOOL ROAD. p11 ( ) i ig j J .,,.....I .... ,,.. < ,,,Y; st ' PRE -DEVELOPED POST -DEVELOPED 3 % Sj = is `, f J'' 1 £ :, ; f £ , t.;3 £.i .,` f y ...,.... /........ ..",".. .., ... ✓ } 1 s i ; O f f f ti.. r FLOWS PRE DEVE "sf f£i>,� ,.',� • t •! ` (jJjj ,✓'" i f t I t OQ,11­ .y J ", ; 2 YEAR FLOW 1.46 CFS 1.60 CFS f "':j� '`, 4:; „, ` r 10 YEAR FLOW 1.88 CFS 2.06 CFS f :, f ,, i . a m. I?Ir ;3 1 f i �/ :, / j // l >, 1�R t ,. O yes • tj�//" : f J } t ! „,.„ r p y / h f / I } ~w... ......,. „,.: `"l::t S 3.. } r f ' , / "mow„ ,... I l t 3 { 3 t ,....... ,,.. �. 3 i I a� 4 ' '+, .w,1.1. f f :.. - ::.. , f . ,,.: / �. . ........ ..................... J /, %I (( J 1 j I J rr 1 f f t f � 11 � + „,....", .... r �/ �� 1 t '!� "`:... ' D . / . ;, ` .,,., ff, ,.r/ Y .,! , rf ,, ii k`' ,. _,... ,. %,;:1. S ...., ft.1 �:£ ' / / �/ a 11 / �,40 - y,, t'... .,, /, 1 "11,,,. / I y #` , , ff/ �` ~ £' ,y� ,� 9 i/... i� I , 3 :r,. ~. .„„". „,. 1 /f:'.rj `r _. .ill o:J ` '', t', /,' ,.., `., .,..."„Gl�' 1. flof , .7.4 1 £ /F % 00, ..... .., , a Lr' t ' 11 .., „„,... .. } .� `4*1 "„ ~~ "+•,I .1/ ..... ~.,.. ' ft, / , £ ....... .. AI�� ...,_. ,, � /% '`.', '1' `� ail f� yt ...-. ¢ $ i. .. 4,;1, , .. "`:.. Y .�. ,',:. <' S A� „ MAN am, ...a. , it . f , Si l , ., , ,.. .. ... :.. ••,/ t- ::, •f r9/ 'A� .. "f .,Y !' f 1 '2 ,,, ,�• is•� ` ; f'f.,., i f£f. i6tj` n;' �ix .,�',. 'w.,., ,' .tt: 5. . d „Jy i�; y f f , y ., -. ' , ff �►: sf , f •' a J ':: .J 2 } ,. ' :. ✓� r11 `. , , /....: , ,,,:,✓., ,Y ".,.. } fJ) „, (� f ssi f � � ,✓ j „ , L/c O E - `,. II11 ....... p. ". „ T' % ' „,,.;:> / r i j / } "I,.,_ . ... .. . , I : % .. ._. 1,1 "" f f 1, ! ....:::::..... £ £ ; {f r .11-1.1 11 I " 2 .... . .............. __,, .. ...... -1. 1 1 _.".1, 50, 4 } ."", i ' j­* .. . %il ..�,.» .� � ,' m" .. """ ..., " f f i I 1.,,. f „ „"" ". .11 ___ - ,f .1, %,% I I AREA 2__1 >r -_ < r� } i { fl" , "Ill„r,.. t j p f , , .,, ", f 1 ! .' l 1 J j/ % r f J 3� "' '"' f ` J t f / / - ,/ yi£ r r, J 0 54 DISTURBED ACRES 1%1, PRE DEVELOPED C O 52 f ; £i I f' :} f f' 1 f / / ,/ / POST -DEVELOPED C = 0.. 7 f � � r;�` ' '. i z� `/'/ .✓,.: '% r' , r { { t 1 � ...: ; ..............", >,r , / "f ..'f ' k" y:/..,, ! 1 / r / �1 , / t t t . / ,f "/. f •// f f f { j t ! j f ,� s "^,,. .^ s:� " y ��' ,,,. ��rr// / �'a :, S. _/11 11 .. o " .,. / / ✓ , 1. % , (t ff E n f / ; l t 1 f / f S I� T j ,..,.. .....:.. at M1 } ` ... f f:� h'Alf� 'r''' ,.y ," f , I . p J '... (.. 1. / f 1 p f r f a t� l / 0 r., j Y j ., ' „ F ' ' f { f f // t' ., 't s , 1,,.: r > I'll f 1 , 1 r , 1 r ;� f J .. , , i s ,.., / / ; f f ` . f .1 I J +. , 11 ' �r f :- , f j 1 1 t £ , - . f i , ... jF, j.::.. NAD 83 f / e f / / 1 { r 1 t €/ ' J IV" ' ^ I SCALE 1"=50' „ 1 1 f......................................................... , f I r .............................:.............................. , f I i r 1 f 1 f ! ., / / ,11 .._ ,,,"............. ". , 0 50' 1,0.0' / { 1 ) , 1................................. l! }i } 1 jf , 1........... ............ ....................- ......... ,............ !� f ! . t'1 , : r y,, r, £ .,,,,..,,. .. i /' < ,.,. " . .1".," .". p , ....^..., , -11',' � I , .,.", / "DE V FL 0 ....... ..., %11 I 11 I . P­6S Z P ,,,,.,~ i I'} '1 / I\ � \ '1____1 / "I I \ ,.. \ ..... / j I., \'% I \ %', \111 y , I—_ "'. "I / „ .1% -.1. 11, - `\ , • 1, ­/ �,., ., , %"I", " " .. AREA 111 .,,� � r'•., 0;.� 0 DISTURBED ORES" J.. ! 5 a ( ` 111.� PRE`=DEVELOP€QC = 0.40 ' , \ ,-% \ i a, Y' .,., r%-;i"`••'.' POST -DEVELOPED C = 0.52 i ,... f ..,....../111 a p +y j y � s ' f t y 1 f :;, :R / % .� ! ' / ./ f .. - ,/ .. .... "a,,,,,,, _ t < , , / f ' '£ / I �,, 1% ....... 11 1� *"---.I', I I \ / 1 .. 111 1, i I i f i i ` ?, r x i -, � £ 1 .,,...::n , , 5 � t J, i ,: f ,/! } j( " v ; , r` , 1 4y f f "a --,, / ,,• �� , (:: ) , `, f/ ,. ,, .. / , \ " f. / ,f ,'max;'f / .. sf OQ s, , 1 i \y jf , /, ,a . �x l f a: `'a ". f 1 i'f f /' S i'} f >' 11 ..,7 `/; _ {� g "~~, ` ,� ✓ t.,3s /s ':y i 1 f J � I ; Z f 1 -! . /{/< .f\`.' ��i` f' O ­ "IJ;•f 7 7 J , y`` i s f 1 f f< O ; { i I,, : \ . // I j% .,; ` , 11, ..,..,... _,,,, , :y .,. f , t ( 1 f „„/I, .... 1 r 1 , r' f , a , fj f fr.,. "...~.. ................... .......... 1 , n. x:,,. i..... J �, f f / \ 3 / fjj / r -„ I i r•`.. :,. ` f r ra w.. w...... �. 1 , j , s /� S "f i f �,� ',. . „ „ S .. ,t ,fv � r� 1 / ". , ^ "::: � "l, 11 11 ... �� { ypI , / ".. �.."/� . , ~,... f , .,.... ""„ ? , . :_.,_! ..... � � � .r� "1✓> fir , fl �{( f ...... r���e ,/ " / , ,... , 3 f ,1. 1111E 1 ,." 1 ,./f 7 s Y f 5 r ,, r �yy a `W ` ,Ilk , � , } i %j ,c , , 1 ; „~ a ,,, , . ',,. q,w- .. s ' - ..,.. .r rr/ , f , _1111„... I ff ".i , . R �. y O . 3 f , b v/i„...ln, t „ I , q0. .,.. . E.. : . t,. I .... x f ,.,. , s f .. .. r1. c Yla ip• , $� ., 3 / 5,,, ,. 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'/ 50' /100' , 5y, If / f 1 £, }, j '} 0 WATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK): TOTAL DISTURBED ALONG RIO ROAD (EXH 1 & 2): 1.11 ACRES POST -DEVELOPMENT LAND COVER: B SOILS: 0.70 AC TURF 0.41 AC IMPERVIOUS 0.00 AC UNDISTURBED FOREST AND OPEN SPACE REQUIRED REMOVAL: 0.40 LB/YR REQUIRED NUTRIENT CREDITS TO BE PURCHASED FROM A DEQ APPROVED CREDIT BANK IN ACCORDANCE WITH VA CODE 62.1-44.15:35. SEE CREDIT AVAILABILITY LETTER IN CALCULATIONS BOOK oo Lic, No. 3.1371 104 10/2,6117 01, M E O N O N N = > E w °� E � ~_, U ai 3 ¢t: t� 3: C) u. O ^ �O�ci Q _j U m Q- J - tfj Lu a 5 o N U W N z o°m �v,� LL. oa �.,t = V > � � a c Lr) O oM N a m 00 J CD Lu l0 �-' ui O _ U = h 0 w > w_ = Q z O F > _ O Z W (f) w w m 2: 2: C 2: 2: u 00 0 W Lu za CL O 00 �''l.Ll^.I ''Lu^ U) V) V/ c� cl� cr_1 '-' o Lu 0 N Q ao 0 i N 0) o DATE 611412017 DRAWN BY 1. SHOWALTER DESIGNED BY 1. SHOWALTER CHECKED BY 1. 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WATER QUANTITY CALCULATIONS: AREA 3: U0.38 ACRES OF DISTURBED AREA THAT FLOWS TO THE SOUTHEAST 3 STORM FLOWS PRE -DEVELOPED POST -DEVELOPED 2 YEAR FLOW 1.01 CFS 1.08 CFS 10 YEAR FLOW 1.30 CFS 1.40 CFS AREA 4: 0.08 ACRES OF DISTURBED AREA THAT FLOWS TO THE NORTH WEST. FLOWS PRE -DEVELOPED POST -DEVELOPED 2 YEAR FLOW 0.15 CFS 0.20 CFS 10 YEAR FLOW 0.19 CFS 0.26 CFS WATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK): TOTAL DISTURBED ALONG RIO ROAD (EXH I & 2): 1.11 ACRES POST -DEVELOPMENT LAND COVER: B SOILS: 0.70 AC TURF 0.41 AC IMPERVIOUS 0.00 AC UNDISTURBED FOREST AND OPEN SPACE REQUIRED REMOVAL: 0.40 LB/YR REQUIRED NUTRIENT CREDITS TO BE PURCHASED FROM A DEQ APPROVED CREDIT BANK IN ACCORDANCE WITH VA CODE 62.1-44.15:35. SEE CREDIT AVAILABILITY LETTER IN CALCULATIONS BOOK Lic.. 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POST -DEVELOPED C = 0.52 "-..,.. ` � 1 t.. / -�a -........... 1 J '• .f r }y 0'3 r,;} } yi ; I r / ,I t f f J , / !/ F WATER QUANTITY CALCULATIONS: AREA 1: 1 0.71 ACRES OF DISTURBED AREA THAT FLOWS TO THE SOUTH IN THE PROXIMITY OF ARDEN DRIVE AND STONEY CREEK DRIVE. STORM FLOWS PRE -DEVELOPED POST -DEVELOPED 2 YEAR FLOW 1.47 CFS 1.92 CFS 10 YEAR FLOW 1.90 CFS 2.47 CFS WATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK): TOTAL DISTURBED AREA ALONG AVON (EXH 4 - 6): 1.91 ACRES POST -DEVELOPMENT LAND COVER: B SOILS: 0.48 AC TURF 0.23 AC IMPERVIOUS 0.00 AC UNDISTURBED FOREST AND OPEN SPACE C SOILS: 0.77 AC TURF 0.43 AC IMPERVIOUS 0.00 AC UNDISTURBED FOREST AND OPEN SPACE RE UIRED REMOVAL: 0 95 LB/YR Q NUTRIENT CREDITS TO BE PURCHASED FROM A DEQ APPROVED CREDIT C EDIT BANK IN ACCORDANCE WITH VA CODE 62.1 44.15:35. 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TOTAL DISTURBED AREA ALONG AVON (EXH 4 - 6):1.91 ACRES r n O� STORM FLOWS PRE -DEVELOPED POST -DEVELOPED z _q co Lu Z) 7- * 2 YEAR FLOW 1.36 CFS 1.90 CFS F_ POST -DEVELOPMENT LAND COVER: 0 uj lo � 10 YEAR FLOW 1.76 CFS 2.45 CFS . _j u 2: B SOILS: �_ x u� 0.48 AC TURF ce x 3: 0.23 AC IMPERVIOUS Lu I? < z 0.00 AC UNDISTURBED FOREST AND OPEN SPACE 0 71 � . C SOILS: Z 0 0 N 0.77 AC TURF 00 ui > co (1) 0.43 AC IMPERVIOUS 59 CO < �2 0.00 AC UNDISTURBED FOREST AND OPEN SPACE r2 C - x w :�E I REQUIRED REMOVAL: 0.95 LBlYR _;� < 9 :6 _C NUTRIENT CREDITS TO BE PURCHASED FROM A DEQ APPROVED CREDIT x w -44.15:35. SEE CREDIT _;l: BANK IN ACCORDANCE WITH VA CODE 62.1 w 0 = AVAILABILITY LETTER IN CALCULATIONS BOOK 9 � 9 , cu 3: 13) _0 U) I - 0 0 1 ­ ( ) :��� JOB NO. � $ , f /,/ �, i I I ; / I f� (4) � . I , F , I =4 I , "T 3" , ... " �11'- I-- L , I, f i f 410� mi 0 z N 33882.005 co 00 co 5) SHEET NO. co .� EXH 6 x . UPC NO. 104151 - I is