Loading...
HomeMy WebLinkAboutSUB201700203 Plan - As-built 2020-02-271 2 0 n 61 UNIVERSITY OF VIRGINIA FOUNDATION me _. Dewberry® E ❑C C 101 r_I DRAWING INDEX GENERAL T 1.01 CIVIL *C2.01 C2.02 *C2.03 *C3.01 *C3.02 C4.01 C4.02 C5.01 C5.02 C5.03 C6.01 C6.02 C7.01 C7.02 *C8.01 - C8.06 *C9.01 - C9.07 *C9.08 *C9.08A *C9.09 *C9.10 *C9.11 *C10.01 *C11.01 *XS1-XS6 *XS7-XS8 *XS9-XS10 *XS 11 *XS12 * NOT INCLUDED IN THIS PLAN SET TEMPORARY BOARS HEAD DRIVE COVER SHEET I FROM: GOLF COURSE DRIVE GENERALNOTES TYPICAL SECTIONS SOILS MAP DEMOLITION PLAN DEMOLITION PLAN ROADWAY PLAN - STA. 10+00 TO 16+25 ROADWAY PLAN - STA. 16+25 TO 22+00 ROADWAY PROFILE - BOARS HEAD DRIVE ROADWAY PROFILE - BERWICK ROAD / GOLF COURSE DRIVE ROADWAY PROFILE - GOLF CART PATH SIGHT DISTANCE PLAN & PROFILE - BERWICK ROAD SIGHT DISTANCE PLAN & PROFILE - GOLF COURSE DRIVE GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE PLAN EROSION AND SEDIMENT CONTROL PLANS STORMWATER MANAGEMENT PLANS STORMSEWER MAPS AND CALCULATIONS STORMSEWER PROFILES DITCH MAPS AND CALCULATIONS CULVERT MAPS AND CALCULATIONS DETENTION BASIN DETAILS CONSTRUCTION DETAILS LANDSCAPING CROSS SECTIONS - BOARS HEAD DRIVE CROSS SECTIONS - BERWICK ROAD CROSS SECTIONS - GOLF COURSE DRIVE CROSS SECTIONS - CART PATH S CROSS SECTIONS - CART PATH N PROJECT ZONING DATA ALBEMARLE COUNTY ZONING CLASSIFICATION: R-1 RESIDENTIAL PROPOSED BUILDING MAXIMUM HEIGHT: N/A PROPOSED BUILDING MAXIMUM FOOTPRINT: N/A ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT FEMA FLOOD INSURANCE RATE MAP: ZONE X; NOT WITHIN A FEMA DEFINED 100 YEAR FLOOD PLAIN PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED CODES VDOT ROAD AND BRIDGE STANDARDS, 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS, 2016 FEDERAL HIGHWAY ADMINISTRATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 VIRGINIA SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2013 VIRGINIA WORK AREA PROTECTION MANUAL, REV. 1A, 2015 DEPARTMENT OF ENVIRONMENTLA QUALITY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - 1992 ADA STANDARDS, 2010 CONTACTS OWNER: University of Virginia Foundation OWNER REPRESENTATIVE: Christopher D. Schooley Real Estate Project Manager One Boars Head Pointe Charlottesville, VA 22903 PH: (434) 982-3777 cds7@eservices.virginia.edu ENGINEER: Dewberry Engineers Inc. ENGINEER REPRESENTATIVE: Matthew C. Thomas, PE Project Manager 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 PH: (804) 205-3340 mthomas@dewberry.com SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION ❑ APPROVAL ❑ REVISION ❑ BIDDING 0 RECORD LOCATION MAP TO: BERWICK DRIVE ALBEMARLE COUNTY, VA AS -BUILT PLANS VICINITY MAP SCALE 1" = 250' Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) cn p z Q W LLl Y OCn> O>U> H LL J o 0m 00 wo i �m 2O Q ry LL SEAL 2F 4$xUR04 j O JO G1riUl Z Lic. No.46511 SCALE SCALE 1" = 250' 0 250' 500' No. DATE BY Descriptlon REVISIONS DRAWN BY TMR APPROVED BY CHECKED BY DATE TITLE FCP MCT FEBRUARY 2020 TITLE SHEET PROJECT NO. 50097555 T1.O1 SCALE 1" = 100' SHEET NO. MAI 1 2 3 5 6 fleal_� Dewberry® E C J Id1 11WN18104 lot" 11, I Q I i i — — — — — — — — — i 2;1 MPX— — — — — — — — -- — — — — — — -- IN C l' i BUFFER PROPOSED SIDEWALK BOARS HEAD DRIVE B_ SIDEWALK IMPROVEMENTS I I i F I 1 4/. I — — — — — — — — — — — — — — — — — — — 2.1 I D 1 / INSET Ai vAR. ­4 [�-- 14' CLEAR ZONE 1l0' u 4% 2% PROPOSED ! PROPOSED PROPOSED ST'D. 4% _ . _ _ _ _ _ . _ _ _ . _ . _ . _ _ _TRAVEL LANE I TRAVEL LANE SIDEWALK GS-12 MAX. i VAR. I 0'-8' l0' PROPOSED PROPOSED GRADED TRAVEL LANE I j SHOULDER ; I I 14' CLEAR ZONE i i 1 TC _D)_ I 1 ST'D. i 4%—Mph GS-12 4 * — — `— INSET C 31 j INSET B D / PROPOSED] PROPOSED PROPOSED jPROPOSED GRADED TRAVEL LANE TRAVEL LANE SIDEWALK SHOULDERI I INSET A i I 14' CLEAR ZONE ST'D. GS 12 �2 X 4 •Y 81 PROPOSED! GRADED I SHOULDER I 14' CLEAR ZONE ST'D. GS-12 3:181 — 1'1 PROPOSED GRADED SHOULDER INSET B STA. 12,07.37 TO STA. 13,61.67 STA. 14.15.66 TO STA. 16,12.43 I i -- i i I ST'D. 2,1 — — — j GS /2— �E_ i 8' GRADED ! 14' CLEAR ZONE j SHOULDER i ST'D. GS-12 iPROPOSED — — — — GRADEj SHOULDER BOARS HEAD DRIVE INSET C STA. 16,12.43 TO STA. 21.55.21 INSET D 14' CLEAR ZONE ST'D. GS 12 L 1 t /4' CLEAR ZONE I +® I MATCH j MPATCH ST'D EXIST. i EXIST. GS-12 ` A I ---, 8' •�� l0' ��� l0' ��� 8'- PROPOSED PROPOSED PROPOSED PROPOSED — GRADED TRAVEL LANE TRAVEL LANE GRADED SHOULDER SHOULDER BOARS HEAD DRIVE MILL/OVERLAY STA. 21,55.21 TO STA. 21,80.53 I4' CLEAR ZONE j t /4' CLEAR ZONE \ i _ \ i P +® \ ST'D. S.E. I GS-12 RATE ! RATE Eq S-12 GS /2 3i 3:ti —� I —� — —I — INSET B i- — — — —--------------- 8' I f� �T� l0 I �T� l0 �T� I 8' �l PROPOSED PROPOSED PROPOSED PROPOSED GRADED TRAVEL LANE TRAVEL LANE GRADED SHOULDER SHOULDER GOLF COURSE DRIVE STA.10.29.83 TO STA.12.77.64 lit ---- 2Y. --� 2'1------- —t — — — — — — — — — — — — — ---- V F ! ---- — ---- 2t AX. 27 I 2% 0 px INSET D D --� D 8'1 1/ I F j INSET B ---I If I, U PROPOSED CART PATH C I 9 Y /0' PROPOSED /0' PROPOSED TRAVEL LANE TRAVEL LANE ,I I AS -BUILT j SIDEWALK LEGEND OA 1.5" Asphalt Concrete, SM-9.5A OE Mill /5' of Existing Asphalt Concrete �1 Variable Depth Asphalt Concrete Overlay, SM-9.5A (/5' Minimum) OF Curb, St'd• CG-2 (See Note l) © 4.0" Asphalt Concrete, BM-25.OA O1 Curb and Gutter, St'd• CG-6 (See Note l) © Brick Pavers (Final Material to be Determined by Owner) © Profile Grade Line ©1 118' Mortar Joint ® Point Of Rotation ©2 4" Hydraulic Cement Concrete OU Underdrain, St'd. UD-4 DO 4" Aggregate Base Material, Type I, Size No, 21B O1 6" Aggregate Base Material, Type /, Size No. 21B DO2 8" Aggregate Base Material, Type /, Size No. 21B NOTES Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) � Q Q W w 0 (j) > 0:0 M3 < LUO LLJ 0 (n Q W0 �W OU LL J � Ow C7 m 0O LL SEAL ;�vtulfOP o Z N TTH'�lY ro, Z _ Lic. L�Vo.465I1 �p'�'c L ��te �c SCALE Z J H Z) 00 Q SCALE 1" = 10' 0 10, 20' No. DATE BY Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE TMR FCP MCT FEBRUARY 2020 TYPICAL SECTIONS PROJECT NO. 50097555 O1 ALL CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED BY THE CZ02 UVA FOUNDATION. BROWN SAND UNDER CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING ADJACENT WALKS. SHEET NO. N9 C C r: 'mail? Dewberry® Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) Ly_. cn p z QLL =Y O (n > O >U> H LL J w0o om IM I— 00 O Q 0 ry LL SEAL ��gpLTHOpy O AOMAS'42� Z % Lic No.46517 OMAAL G SCALE SCALE: 1" = 20' 0 20' 40, No. DATE I BY I Description :VISIONS DRAWN BY TMR APPROVED BY FCP CHECKED BY MCT DATE FEBRUARY 2020 TITLE ROADWAY PLAN STA. 10+00 TO STA. 16+25 PROJECT NO. 50097555 C4001 SHEET NO. OF C L N Ek '�%_' Dewberry® Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290,7957 (PHONE) 804.290.7928 ( FAX) 0. Q W Lu Q2 2QQ w0 �-m Lli r) cl)a �0 OU J De O Om o° ry LL SEAL %Ulf (OP i 00, LicNo.4466511 VOI ?2 9! eta SCALE Z Q D m U) a SCALE: 1" = 20' 0 20' 40' No. I DATE I BY I Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE TMR FCP MCT FEBRUARY 2020 ROADWAY PLAN STA. 16+25 TO STA. 22+00 PROJECT NO. 50097555 C4002 SHEET NO. a 1 7 '2 A r A C Lf ►: Dewberry® Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290,7957 (PHONE) 804.290.7928 ( FAX) > Cl) 0 z <LuLU �Y O Ocn> )U � JDe � J w0o 0m 00 �m oo a ry LL SEAL �v4kul;G� 0f y� 2 &04 . 40 Lic. No.46511 IONAL�G SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 100' VERTICAL SCALE: 1" = 5' 0 5' 10' No. I DATE I BY I Description REVISIONS TMR DRAWN BY FCP APPROVED BY MCT CHECKED BY FEBRUARY 2020 DATE TITLE ;OADWAY PROFILE BOARS HEAD DRIVE PROJECT NO. 50097555 C5001 SHEET NO. m 1 7 '2 A r R C Lf ►: Dewberry® Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290,7957 (PHONE) 804.290.7928 ( FAX) > Cl) 0 z <LuLU �Y O Ocn> )U � JDe � J woo 0m 00 �m oo a ry LL SEAL �v4kul;G� 0f y� 2 &04 . 40 Lic. No.46517 iTo A-L SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 100' VERTICAL SCALE: 1" = 5' 0 5' 10' No. I DATE I BY I Description REVISIONS TMR DRAWN BY FCP APPROVED BY MCT CHECKED BY FEBRUARY 2020 DATE TITLE ;OADWAY PROFILE BERWICK RD. & GOLF COURSE DR. PROJECT NO. 50097555 C5002 SHEET NO. m 1 7 '2 A r R C Lf ►: Dewberry® Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290,7957 (PHONE) 804.290.7928 ( FAX) Lli r) Cj)a �0 OU J De O m O0 ry LL SEAL i 00, LicNo.4466511 VOI ?2 9! eta Z Q D m U) a SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 100' VERTICAL SCALE: 1" = 5' 0 5' 10' No. I DATE I BY I Description REVISIONS TMR DRAWN BY FCP APPROVED BY MCT CHECKED BY FEBRUARY 2020 DATE TITLE ;OADWAY PROFILE GOLF CART PATH PROJECT NO. 50097555 C5003 SHEET NO. m C L N ►: Dewberry® Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290,7957 (PHONE) 804.290.7928 ( FAX) 10. Q W Lu Q2 2QQ w0 �-m Lli r) Cj)a �O OU J De O Om o° ry LL SEAL %Ulf (OP i 00, LicNo.4466511 VOI ?2 9! eta Z Q D m U) a SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 40' VERTICAL SCALE: 1" = 5' 0 5' 10' No. I DATE I BY I Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TMR FCP MCT FEBRUARY 2020 TITLE INTERSECTION SIGHT DISTANCE PLAN & PROFILE BERWICK ROAD PROJECT NO. 50097555 C6001 SHEET NO. m 1 1 2 1 3 1 4 1 5 1 6 E IC C V W \ --------------- � fro' �O T + 5; 4:1 4:) Alk , ' / - ��\ � I / i• 1 / -- -`. .\ �� k i I II I \ / /' ' / �' ,� /' ,' ,' // / /' , ' / � / � II 4� � i / / i I � 1 S,�j¢ �i , k `.i ' S 6 970 - UTLT a0 �E -T SCE 7 p &BUILT—GRADE- -)Fn —PROPO ED GRAB -'_ ., 1 ' HEIGH- _ KE RIGHT �fPff AS -BUILT GRAD -AS-BE/L T GRAD , �.�H1 -------- EXISTING 13ROUND EXISTING PR0 OSED G AD GROUND ZLu rl_ _rr5 VY (\. p"� (� 1- N C I n °p e}'- N IA ' 0 CV L =. L(1 N .Q�. �, �- lei u� rs lti- t n p-,. Y � q fh _' M Mi N .n� _ Q O d oz cQ sfl �i ��iYLnY Lti Sri Lti`2 Lc Ln��Ln Ln LnLr) �� LnLn � t��n� Lo�� �� Q� � I��� � LnLn��LO t Lnlq- �.� Ln I2.00.00 //.00.00 /0.00.00 //.00.00 I2.00.00 Dewberry® Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290,7957 (PHONE) 804.290.7928 ( FAX) Cl)Lli p z <Lu Lu �Y Q O O cn > U U J3: J w0� 0m m �m oo Q cl� LL SEAL �v4kul;0w of y�, 2 �OMAS . VILic.NNo.46511 O SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 40' VERTICAL SCALE: 1" = 5' 0 5' 10' No. DATE BY I Descrlptlon REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TMR FCP MCT FEBRUARY 2020 TITLE SIGHT DISTANCE PLAN & PROFILE GOLF COURSE DRIVE PROJECT NO. 50097555 C6002 SHEET NO. OF 1 7 q d F A C Al C F 'l v, Dewberry® is . Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290,7957 (PHONE) 804.290.7928 ( FAX) 0. Q W Lu Q2 G Q Q w0 m SCALE Lli r) cl)a �0 OU J De O m O0 ry LL Z Q D m U) a SCALE: 1" = 20' 0 20' 40' No. I DATE I BY I Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE TMR FCP MCT FEBRUARY 2020 GRADING & DRAINAGE PLAN STA. 10+00 TO STA. 16+25 PROJECT NO. 50097555 C7001 SHEET NO. m 5 1 6 1 1 2 3 1 4 E Ffirl C V r_I w DRAINAGE DESCRIPTIONS I - St'd. 01-3B Req d. rs L - 12 ft,H - 39/ft,Inv - 599.09 ft. Connect I - Std. UD-4 11 12 5/ft.-l5 in. RCP Req'd.(3 ft.Cover) Inv.On) - 559,09 ft.; Inv. (out) - 558.80 ft. O l - St'd l5 in EW-1 Req'd. Inv.- 558.80 ft. / 2 IA Cu.Yds. EC-1 Class I Required v Type A Installation; Depth -2.0 ft. Modif led 18 in EW-1 with Weir Wall CDDl a See sheet CIOAI for detail 26ft.- 18 in. RCP Req'd.(3 ft. Cover) St'd SWM-OR Concrete Cradle Req'd \\ \�� ,�� I - St'd 18 In ES-1 or 2 Req'd. k�k� _ I r I \ \ \ \ l /'' �`�c' l Inv.- 544.40 ft. k I !i \\ \ \� , `' - - , `\ CD I Level Spreader of Outlet See Sheet CIOAI for Detail Std. Yard Inlet Req d o H - 2.42 ft.; Inv.- 55058 ft. 7 Connect l Std. UD 4 j ^ v. ; - 54ft.- l5 In. RCP Req d.(3 ft. Cover) �/ �� v Inv.Un) - 55058 ft.; Inv. (out) - 550.20 ft. O / , ,, „ ,� 6 sr N S D� 4 / - St'd l5 in ES-1 or 2 Req'd. I I r; I ��, I I I I / / , / r // 54)¢Q I Inv.- 55020 ft. /-6 N.-3904358.64 / / lA Cu.Yds. EC-1 Class l Required tE. 1 141-72070 Type A Installation. Depth 2A ft. l- Std. DI-7 Req'd /_7 H - 4.6 ft.; Inv. - 54750 ft. 26 ft. -l5 in. RCP Req'd. (5 ft. Cover) 1 O It r l7 / 8 Inv. (in) - 54750 ft.Inv. (out) - 547.30 ft. _ SWDR d SDR Concrete Cradle Reqd. ---- - j/ I/ l -SYd l5 in ES -1 or 2 Req'd. I It Inv.- 54730 ft. to 1 1 I 1 1 I I III I 1 I y1 , lA Cu.Yds.EC-1 Class l Re wired T A Installation. Depth 2A ft. ----- ---- -.- _�- � --�_ I Type 15 ft - 12 in. RCP Req'd (I ft. Cover) 1 Ir 1. --�_ � �� I rn,\ / / 1 •1 � � � 1 1 1 I I � dl I � lnvOnJ-558Aft:lnvfoutJ-557.9ft 1 1 ' r I 1� I I I I 1 I / 9 2 12 in Std ES-1 or 2 Req d WIC ` _ / , ' D `I I 1 '' I 111 I O 1 1 1 1 1 111 I lA Cu.Yds.EC-I Class l Required ' / ' I / 1 O 1 1 I 1 v \ Type A Installation, Depth - 2A ft. -- -- tiF - -- --� RO MATCH LINE STA.I6.25 SEE SHEET C7.0/ IJ7�II u: l 17 I I r X •I jim! •Kr "VV=557 j9 go 4- l►RON �10 ON 4 m s - � _- �/,- --T � � I \ � I y I/ / I / CD Existing Pipe to be extended with gJ ' _ ; _ / < ; y I \ / I ✓ \ I 1 I I 1 1 I 1 I 1 I '+ Ill l5 ft 18 In. CUP (5 ft cover) I I I I r I I 0335 Acre Stormwoter Morwgement Facility Easement -- 5 7S Cal , ; �- /\I I ; I ; i a O i ; I 1 per 08.5021. PG. 454-469 Extend at Existing Slope - AS BUILT U0-4. coM s - - �= - o as -- - L. ^ -. � '• 15" RCP / � I �I \a I � _ I, _` -- c r---- - - "� -BUILL-UD-4 �` , \p / \/I' r N�;317782 `I / ♦ \_ I `. --.J 1 r / / / E. 4/214z86 co I • 1 . Ale i 6, F O �-- I \♦ I I I I 1 \ I 1 y 1 ' \ I \ \ \ I E-111 14 5 77 1 '1 I i`�/' 1\. ` \ \ \ \�kE.ii1771 y'7!S n 1 \♦ I \\` 1/ 1 I Ioil I / I CP 1 1 I / �♦ I I I I rl 1 11 1 1 O i \ o Vol Q C 1 O \ 'I AS-BVI LT DRAINAGE DESCRIPTIONS $T CURB INLET 1-1 TOP=563:59-- - INV=559.39 ST 15" RCP j- INV=558.94 ST 18" RCP 1-3 INV=544.92 1.0 xO.5' RCP INV=544.84 GRATE TOP=551.71 TOP OF ST STRUCTURE=551.84 INV IN=547.53 6 " PVC /NV-547 62 12" RCP ST INV /N=558.07 _9 END=558. 16 INV OUT=557.98 - O -------------- AS-BUILT CROSSDRA/N CONNECTED TO DROP INLET 1 / i \ ,' .'%� ,' i / - _ _ _ _ ��`� -r�'�� _ _ BOARS HEAD DRIVE . '� Imo' -' - _. , � 7�% '� / / , � ` Il/ \♦ / _ � - � / Ile "•� .�_____ / OV ,' // i / , / , N: 5 / I ' / i♦' �'.. '----- --- -- ------- - - - - - � E:17472288.48 - /' ,'� '♦ ♦ -- -- _ �= .>X- - - - - -- -_�^------------'/ �, .' _ _ _ _ _ _ _ _ _ - , sp /\0202 Acre Stormwoter Mondge nt Facility Easement I �- , ' i / ^ ' - / 4' % per D.B. 5021. PG. 454-469 Ir NOTE: --- - / - - / ` /' -ORIGINAL SURVEY SHOWN IN THIN GRAY - - �j ,' , / �`♦y / , / , / -DESIGN FEATURES SHOWN /N THICK GRAY -AS BUILT FEATURES SHOWN /N BLACK Dewberry® Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) w 0 U)Q WO =)of OU LL _I W Ow O m 0 O LL SEAL i rsx,,T$OW I IV Z C_ Ti�101 Z Lic. No.4466511 O / eta �C SCALE z Z) m Q SCALE: 1" = 20' 0 20' 40, No. I DATE I BY I Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE TMR FCP MCT FEBRUARY 2020 GRADING & DRAINAGE PLAN STA. 16+25 TO STA. 22+00 PROJECT NO. 50097555 C7002 SHEET NO. mg