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WPO202300009 Plan - Other (not approved) 2023-03-27
Cr 2 m H W J w } U H W m L� z �>0in O ix in m IIx=)w=) 6- in o in FOR INDEX OF SHEETS SEE SHEET 1A THIS PROJECT WAS DEVELOPED UTILIZING AUTOCAD'S ENGINEERING DESIGN PACKAGE CIVIL 3D CIVIL 3D Computer Identification No. UPC 119207 /'IRGINZA A][ B EMARL E COUNTY FACILITIES AND ENVIRONMENTAL SERVICES STORMWATEto COMPLIANCE PLAN AND P III O IF I L IE ®� III ID O III O S IE D TNs protect is required to reduce re Coto/ phosphorous load by /5 /bs per year. TMs requirement is satisfied via a purchase of nutrient offset credits. See WPO-202J00009 for addltlorwl detol/ on nutrlent offset credits. STATE HIGHWAY MARCH 22, 2023 CONSTR. PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. CONVENTIONAL SIGNS STATE LINE COUNTY LINE CITY,TOWN OR VILLAGE RIGHT OF WAY LINE. FENCE LINE , UNFENCED PROPERTY LINE FENCED PROPERTY LINE WATER LINER --s w--- SANITARY SEWER LINE - GAS LINE - ELECTRIC UNDERGROUND CABLE - E TRAVELED WAY GUARD RAIL RETAINING WALL RAILROADS k BASE OR SURVEY LINE 0 o 0 r7 LEVEE OR EMBANKMENT .."� BRIDGES CULVERTS DROP INLET POWER POLES t t t t t TELEPHONE OR TELEGRAPH POLES TELEPHONE OR TELEGRAPH LINES .. T/!q HEDGE TREES fq f f f f HEAVY WOODS mmmmm GROUND ELEVATION DATUM LINE GRADE ELEVATION. DA7UMLINE 1 ALBEMARLE COUNTY ROUTE 20 (SCOTTSVILLE RD) FROMoo 0.,9 M/. SoOF AVON ST. EXT. TO,o 0.05 M/. N. OF AVON ST. EXT. THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY, INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE THE GENERAL NOTES. 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 2020 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY. 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. In /00 0 SCOTTSVILLE GRAPHIC SCALE IN FEET 0 75 150 300 Population 98,970 (2010 Census) RECR-002Off, U4 1/0 ROUTE 20 (SCOTTSVI RECR-002-017, PE-101, BISCUIT RUN P RK i RD) DESCRIPTION REFERENCE INTERSECTION OF ROUTE 20 AND AVON STREET EXTENDED STA 121+25.51 (STATE IL L" L Alu J 1 Al t SHEET' PROJECT ROUTE PROJECT NO. M 20 1 RECR-002-017 / FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA ROUTE 20 From: To: 0.33 MI. S. OF AVON ST. EXT. 0.05 MI. N. OF AVON ST. EXT. FUNCTIONAL CLASSIFICATION MINOR ARTERIAL - URBAN ROLLING MIN. DESIGN SPEED 60 ADT (2022) 8585 ADT (2045) 10540 DHV (2045) 1020 D (%) (design hour) 74.62% T (%) (design hour) 6% V (MPH) 60 MPH ITC STD. I TC 5.11 R GEOMETRIC STD. IGS-6 Richmond, Virginia ROADWAY ENGINEER 6 EXT O TO 1-64 - STATE EQUALITIES LENGTH INCLUDING LENGTH EXCLUDING BRIDGE PROJECT SECTION FEDERAL AID TYPE UPC BRIDGES) BRIDGES) PROJECT TYPE DESCRIPTION PROJECT N0. CODE N0. PROJECT FEET FEET MILES FEET MILES NO. N0. PE-101 PENG 119207 2014.04 0.38 2014.04 0.38 PRELIM. ENG Fr: 0.33 MI. S. OF AVON ST. EXT. i. To: 0.05 N MI. N. OF AVON ST. EXT. 0 N RW-201 ROWA 119207 1959.85 0.37 1959.85 0.37 R/W Fr: 0.39 MI. S. OF AVON ST. EXT. o To: 0.02 MI. S. OF AVON ST. EXT. I w C-501 1000 119207 2014.04 0.38 2014.04 0.38 CONSTRUCTION(if Fr: 0.33 MI. S. OF AVON ST. EXT. To: 0.05 MI. N. OF AVON ST. EXT. Project Lengths are based on ROUTE 20 CONSTR. 63 TIER 1 PROJECT LOCALLY ADMINISTERED PROJECTS ALBEMARLE COUNTY ----- ----- NAME OF LOCALITY MIKE STUMBAUGH RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION DATE TRANSPORTATION ENGINEER MIKE STUMBAUGH --------___----- RECOMMENDED FOR APPROVAL FOR CONSTRUCTION DATE TRANSPORTATION ENGINEER RECOMMENDED FOR APPROVAL FOR CONSTRUCTION DATE DISTRICT PLANNING AND INVESTMENT MANAGER DATE DISTRICT PROJECT DEVELOPMENT ENGINEER APPROVED FOR CONSTRUCTION DATE DISTRICT ENGINEER/ADMINISTRATOR 312112023 3:25r42 PM RECR-002-017 N i i PROJECT VANAGER--STEVE1i0FFMANN 434.8724501 SURVEYED BY, DATE TIMMONS GR UP, /0/ 4/2022 DESIGN SUPERVISED BY LRAIG KR(IPP, PF LKIMLEY-H RN) DESIGN BY ---KI10LEY1i0RN--&-A550LYALE5 SUBSURFACE UTILITY BY, DATE ACCUMAEK-1011312022 SCALE 0 1000, 2600' Copyright KAPPA Map Group Permitted Use Number: BJE0713 SHEET NO. / /A /B /C /D /E IF(l)-IF(2) 2 2A-2B 2C(U-2C(2) x2D(1)-2D(2) 3 3A 3B-3C 4 4A 4B-4C 5 5A 5B-5C 5D 5E 6 6A 6B-6C 7(/) 7(2) 8(1)-8(6) nnalffi, Q maI I I I i DESCRIPTION TITLE SHEET LOCATION MAP/INDEX OF SHEETS RIGHT-OF-WAY DATA SHEET REVISION DATA SHEET SURVEY ALIGNMENT DATA CONSTRUCTION ALIGNMENT DATA SHEET TRAFFIC MANAGEMENT PLAN GENERAL NOTES SHEET TYPICAL SECTIONS EROSION AND SEDIMENT CONTROL NARRATIVE BMP DETAILS STATIONS AND DETAILS ROADWAY PLAN ROADWAY PROFILE E&S PLAN ROADWAY PLAN ROADWAY PROFILE E&S PLAN ROADWAY PLAN ROADWAY PROFILE E&S PLAN ENTRANCE PROFILES INTERSECTION SIGHT DISTANCE ROADWAY PLAN ROADWAY PROFILE E&S PLAN DRAINAGE DESCRIPTIONS STORM SEWER PROFILES SIGNING, PAVEMENT MARKING & MARKER PLANS ROUTE 20 - ROUT E 20 - ROUTE 20 - ROUT E 20 - ROUT E 20 - ROUT E 20 - ROUT E 20 - ROUT E 20 - ROUTE 20 - ,94A4E SHIIEIEA RO�04LE PROJECT VA 120 I RECR-002-017 I lA DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY STA. 100+00.00 TO STA. 106+00.00 STA. 100+00.00 TO STA. 106+00.00 STA. 100+00.00 TO STA. 106+00.00 STA. 106+00.00 TO STA. I12+00.00 STA. 106+00.00 TO STA. 112+00.00 STA. 100+00.00 TO STA. 106+00.00 STA. 112+00.00 TO STA. 118+50.00 STA. 112+00.00 TO STA. 118+50.00 STA. 100+00.00 TO STA. 106+00.00 ROUTE 20 - STA. 118+50.00 TO STA. 122+10.00 ROUTE 20 - STA. 118+50.00 TO STA. 122+10.00 ROUTE 20 - STA. 100+00.00 TO STA. 106+00.00 NOT INCLUDED IN THIS PLAN SET. REFER TO WPO-202300009 FOR ADDITIONAL INFORMATION REGARDING STORMWATER MANAGEMENT (WATER QUALITY AND QUANTITY COMPLIANCE). TOTAL CROSS SECTION SHEETS: 26 CONSTRo PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-017 1A PROJECT VANAGER--STEVjE--liOFFMANN 434-8724501 SURVEYED BY, DATE TIMMONS_ GROUP, /0/ 41POPP DESIGN SUPERVISED BY 'RAIG KRU P, PF (KIMLEY- RN) DESIGN B Y ---,CIMLEY-H RN-SL-A5S0LZA=5 SUBSURFACE UTILITY BY, DATEACCUMABK—l0/L312022 a' 0o' so s�0 SI ml8 sI 0 0o' sl ROUTE: 20 (SCOTTSVILLE RD) PROJECT: UPC 119207 COUNTY/CITY ALBEMARLE PPMS NO. COMPILED BY: KIMLEY-HORN & ASSOCIATES INC. DATE: 03/24/2023 REVISED BY: DATE: REVISED BY: DATE: RIGHT OF WAY DATA SHEET ROADWAY ENGINEER STATE ROUTE VA 1 20 PROJECT RECR-002-017 I lB DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY PARCEL NO. LANDOWNER SHEET NO. TOTAL FEE TAKING FEE REMAINDER EASEMENTS PERMANENT DRAINAGE EASEMENT PERMANENT VDOT UTILITY EASEMENT PERMANENT VDOT UTILITY & DOMINION EASEMENT PROFFERS ACRES ACRES ACRES SQ. FT. SQ. FT. SQ. FT. YES / NO 001 COMMONWEALTH OF VIRGINIA DEPT OF CONSERVATION & RECREATION 3,4,5,E 891.00 2.52 888.48 7421.31 12092.61 31282.31 NO CONSTR. PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-017 /B 6 PROJECT MANAGER�TEV�OFFMANN 434.8Z24501 SURVEYED BY, DATE TIMMONS G UP,JQ104/2022 DESIGN SUPERVISED BY l'RAIG KRUPP, EL (K/MLEY1i0RN) DESIGN BY -KIMLEY-HORN-SL-ASSOLIATES SUBSURFACE UTILITY BY, DATE -AOCUMABK-1010L2022 REVISION DATA SHEET REVISED SiA = STATE ShLhu No. ROUTE PROJECT VA 20 RECR-002-0/7 /C DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC From. 0.39 Ml. $ OF AVON ST. EXT. MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Tor 0.05 MI. N. OF AVON ST. EXT. UPC Numben 119M7 CONSTR. PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SWEET NO. RECR-002-0/7 /C K:\KIG—GIV\113Udtl — ALULMAKLL GIT UN—GALL\441iISWII KVN\GAVU\bRlLLIb\1G KLVISIUN UAIA bHLLI.UWG, LOyOUVIU KLVIb1VN UAIA bRILLI PROJECT MANAGER--STEVjE--liOFFMANN 434-879 4501 REVISED STATE STATE SURVEYED BY, DATE TIMMONS_ GBOUP, /0/ 4/2099 ROUTE PROJECT DESIGN SUPERVISED BY 'RAIG KRU P, PF (KIMLEY- RN) DESIGN ICI LNAASSOLlAZS SUBSURFACE UTILITY BY, DATEACCUM9BK-10/1.312Q22 SURVEY ALl'""NMENT DATA VA 20 RECR-002-0/7 20 A ti BM = ROD & CAP ELEV. = 526.88, �UGT GRAVEL UGT — — — — —UGT — NOT TO SCALE GUARD RAIL 24' AT&T VA. ROUTE SCOTTSVILLE F (VAR. WIDTH PUBLIC VDOT PROJ. NO. 0020-00, 24"X max' �x �xl' EXIST. —OIT— VDOT OHT x �x � � oHr— � M^ N 47 OHT G4 10 X - OHT 3389259 x OHT LINE �UGT VA. ROUTE 20 SCO TSVIILLE AD (80' WIDTH PUBLIC R/V VDOT PROJ. NO. 0020-002- 000 2802.01 EXIST. R/W �UGT, _ �UGT = 489.55' PAVEMENT \UGT\ HEADWALL S46 0938"w NOT TO SCALE 28.s7' lRF 15 F P/f OH P/f OH P/f - OHP TA13 -OHP � �x— x x--_ 0 -UGT - - - -UGT- - S56004 33'E 15.50' IRF EDGE OF PA T AT& T COMM. EDGE OF PAVEMENT ucT — — — — BM = ROD & CAP ELEV. = 512.47' NOT TO SCALE BM = SPIKE ELEV. = 505,74, NOT TO SCALE �UGT � N414746'E 2 8 4141 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY CONSTR. PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. u' PROJECT SHEET NO. RECR-002-0/7 /D al o' 0 o■ s�0 SI mI s' 0 o' 0 sl PROJECT VANAGER__STEVjE__1i0FFMANN 434-8724501 SURVEYED BY, DATE TIMMONS_ GROUP, /0/ 41POPP DESIGN SUPERVISED BY 'RAIG KRU P, BEU<1Y1EY- RN) DESIGN B Y __�CIMLEY-H RN_&__A5S0LZA=5 SUBSURFACE UTILITY BY, DATF ACCUMABK_l0/L312022 BR-1 Curve Point Data Description Station PC: 100+00.000 RP: PCC: 103+88.666 Circular Curve Data Parameter Value Parameter Value Delta: "01 ` 29' 04.5346""" Type: Radius: 15000 Northing 3879366.569 3869419.116 3879654.104 RIGHT REVISED STATE STATE SHEET ROUTE PROJECT ��������� ALIT ��� DATA VA 20 RECR 002 017 IE Easting 11479725.99 11490953.11 11479987.48 Length: 388.666 Tangent: 194.344 Mid -Ord: 1.259 External: 1.259 Chord: 388.655 Course: "N 420 17' 02.0043"" E" BR-2 Curve Point Data Description Station PCC; 103+88.666 RP: PC: 106+00.000 Circular Curve Data Parameter Value Parameter Value Delta: "01 ° 34' 21.1513""" Type: Radius: 7700 Northing 3879654.104 3874400.143 3879806.6 RIGHT Easting 11479987.48 11485616.5 11480133.78 Length: 211.334 Tangent: 105.674 Mid -Ord: 0.725 External: 0.725 Chord: 211.328 Course: "N 43° 48' 44.8472"" E" Tangent Data Description Start: End: Easting 11480133.78 11480320.07 Tangent Data Parameter Value Parameter Value Length: 265.327 Course: "N 440 35' 55.4229"" E" PT Station 106+00.000 108+65.327 BR_3 Curve Point Data Description Station PC: 108+65.327 RP: PT: 111 +21.390 Circular Curve Data Parameter Value Parameter Value Delta: "100 52' 03.5185`p" Type: Radius: 1350 Northing 3879806.6 3879995.524 Northing 3879995.524 3880943.41 3880193.761 LEFT Easting 11480320.07 11479358.82 11480481.55 Length: 256.063 Tangent: 128.417 Mid -Ord: 6.067 External: 6.094 Chord: 255.679 Course: "N 39° 09' 53.6637"" E" Tangent Data Description PT Station Northing Easting Start: 111 +21.390 3880193.761 11480481.55 End: 113+51.392 3880385.042 11480609.27 Tangent Data Parameter Value Parameter Value Length: 230.002 Course: "N 330 43' 51.9044"" E" \00 BR-4 Curve Point Data Description Station PC: 113+51.392 RP: PT: 115+83.683 Circular Curve Data Parameter Value Parameter Value Delta: "040 25' 07.5245""" Type: Radius: 3012 Northing 3880385.042 3878712.492 3880573.065 RIGHT Easting 11480609.27 11483114.21 11480745.58 Length: 232.291 Tangent: 116.203 Mid -Ord: 2.239 External: 2.241 Chord: 232.233 Course: "N 35° 56' 25.6667"" E" Tangent Data RQ: Description Start: End: Tangent Data Parameter Value Length: 626.317 PT Station 115+83.683 122+10.000 Northing 3880573.065 3881065.599 Easting 11480745.58 11481132.47 Parameter Value Course: "N 38° 08' 59.4289"" E" PARK ENTRANCE ROUTE 20 CONSTR. CONSTR. \P DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC j� MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY PARK ENTRANCE Curve Point Data Description Station Northing Easting Start: 0+00.000 3880559.108 11480734.680 End: 0+52.914 3880591.549 11480692.877 Tangent Data Parameter Value Parameter Value Length: 52.914 Course: N 520 11' 13.2086" W Curve Point Data Description Station PC: 0+52.914 RP: PT: 1+80.754 Northing 3880591.549 3880680.030 3880705.628 Circular Curve Data Parameter Value Parameter Value Delta: 650 23' 55.9676" Type: Radius: 112.000 Easting 11480692.877 11480761.542 11480652.507 RIGHT Length: 127.840 Tangent: 71.901 Mid -Ord: 17.750 External: 21.093 Chord: 121.012 Course: N 19° 29' 15.2248" W Tangent Data Description Station Northing Easting Start: 1+80.754 3880705.628 11480652.507 End: 2+50.000 3880773.042 11480668.333 Tangent Data R Parameter Value Parameter Value 0 -10 Length: 69.246 Course: N 130 12' 42.7590" E CONSTR. PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-017 /E PROJECT MAN AGER__STEVL__LOFFMANN 434B72450 SURVEYED BY, DATE T/M IONS-G&QUP, /0/ 4/2022 DESIGN SUPERVISED BY 'RAIG KPU P, BE1XlMLEY-H RN) DESIGN BY --UMLEY-H RN-_&ASSOLL=S SUBSURFACE UTILITY BY, DATE—ACCUMAaL_10/1312Q22 BISCUIT RUN OFF -SITE I MPROV EMENT S INTRODUCTION THE PROPOSED IMPROVEMENTS TOTAL APPROXIMATELY 2000 LINEAR FEET OF ROADWAY IMPROVEMENTS ALONG ROUTE 20 (SCOTTSVILLE RD) IN ALBEMARLE COUNTY. THE IMPROVEMENTS INCLUDE WIDENING FOR IMPROVED HORIZONTAL GEOMETRY AND STANDARD SOUTHBOUND SHOULDER WIDTH, IMPROVED ROADSIDE DITCHES, AND THE ADDITION OF A RIGHT -TURN LANE TO ACCESS PROPOSED BISCUIT RUN PARK. THE PROJECT LIMITS CAN GENERALLY BE IDENTIFIED AS ALONG ROUTE 20 FROM BISCUIT RUN TRIBUTARY CROSSING TO AVON STREET EXTENDED (ROUTE 742). I. THE EXISTING POSTED SPEED LIMIT ON ROUTE 20 (SCOTTSVILLE RD) IS 55 MPH. '- 2. THE REQUIRED WORK CLEAR ZONE IS 25' i J. THE WORK DURATION IS ASSUMED TO BE LONG TERM STATIONARY. > g TEMPORARY TRAFFIC CONTROL PLAN GENERAL NOTES I. THE PROPOSED IMPROVEMENTS FOLLOW UNDER THE TMP TYPE B PROJECT. rI 2. THE PROJECT LOCATION IS FROM 0.33 MILES SOUTH OF AVON STREET EXTENDED TO 0.05 MILES NORTH OF AVON STREET EXTENDED IN ALBEMARLE COUNTY. J. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES, SIGNAGE, EQUIPMENT, PERSONNEL, INCLUDING CERTIFIED TRAFFIC CONTROL PERSONNEL TO CONTROL TRAFFIC DURING CONSTRUCTION WITHIN COUNTY MAINTAINED RIGHT-OF-WAY. ALL TRAFFIC CONTROL SHALL BE IN STRICT a ACCORDANCE WITH THE STANDARDS, GUIDELINES, POLICIES AND OBJECTIVES OF THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL REVISION 2, 2009 MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 2011 VA s SUPPLEMENT TO THE MUTCD, AND ALL COUNTY PERMITS. CONTRACTOR SHALL HAVE BOTH INTERMEDIATE AND A BASIC WORK ZONE TRAFFIC CONTROL CERTIFIED EMPLOYEE ON SITE AT ALL TIMES DURING LANE s CLOSURES, LANE CHANGES AND AT LEAST DAILY TO REVIEW WORK ZONE. CI 4. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING AREAS FOR EQUIPMENT STORAGE AND STAGING OF MATERIALS. ALL COSTS FOR TCD AND E&S REQUIREMENTS FOR LAYDOWN YARD SHALL BE INCIDENTAL WITH OTHER ITEMS WITH NO SEPARATE PAYMENT THERETO. 5. THE WORK ZONE SHALL BE MAINTAINED ACCORDING TO THE TEMPORARY TRAFFIC CONTROL PLANS AS SHOWN IN THE CONTRACT DOCUMENTS. 6. THE FOLLOWING TRAFFIC CONTROL SPECIFICATIONS FROM THE VIRGINIA WORK AREA PROTECTION MANUAL MAY BE USED: TTC-4.2, TTC-5.2, TTC-23.2, TTC-53.0, TTC-59.1, AND OTHERS AS REQUIRED. 3 I fI= 7�141_ TRANSITIONS, TAPERS, AND CURVES SPACING = 40' 8. ENTRANCES AND DRIVEWAYS ALONG ROUTE 20 WILL BE AFFECTED BY THE WORK ZONE AND ACCESS SHALL > BE MAINTAINED AT ALL TIMES. A 9. TYPES OF TRAFFIC CONSIST OF COMMUTERS, SCHOOL BUSES, RESIDENTS, AND TRUCKS. /0. ALL AREAS EXCAVATED BELOW THE EXISTING PAVEMENT SURFACE AND WITHIN THE CLEAR ZONE (NOT PROTECTED BY BARRIER), AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACK -FILLED TO FORM AN APPROXIMATE 6:1 DESIRABLE WEDGE, AGAINST THE EXISTING PAVEMENT SURFACE FOR SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COST OF PLACING, MAINTAINING, AND REMOVING THE WEDGE SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS IN THE CONTRACT AND NO ADDITIONAL COMPENSATION a WILL BE ALLOWED. NIGHT TIME WORK HOURS WILL BE ALLOWED AT THE DISCRETION OF THE PROJECT 7 ����IH///��:�►//�ZKfl�///�ir:T_►��l/l��i�LHI��I��:� ALLOWABLE WORK HOURS SHALL BE FROM 7AM TO 6PM MONDAY THROUGH FRIDAY EXCEPT HOLIDAYS AND WHEN NIGHT WORK IS APPROVED BY THE PROJECT ENGINEER AND COUNTY TRAFFIC ENGINEER. 5 12. ALLOWABLE LANE CLOSURE HOURS SHALL BE FROM 9:00 AM TO 200 PM AND 7:00 PM TO 500 AM MONDAY THROUGH FRIDAY EXCEPT HOLIDAYS AND WHEN APPROVED BY THE PROJECT ENGINEER AND COUNTY TRAFFIC ENGINEER. TRANSPORTATION OPERATIONS PLAN THE CONTRACTOR IS TO COORDINATE WITH ALBEMARLE COUNTY TO PUBLISH ANNOUNCEMENTS REGARDING WORK ACTIVITIES FOR THIS PROJECT. EACH ACTIVITY WILL BE GOVERNED BY THE TIMES ESTABLISHED BY THE COUNTY TRAFFIC ENGINEER. THE CONTRACTOR SHALL PROVIDE LANE CLOSURE INFORMATION A MINIMUM OF TWO WEEKS IN ADVANCE OF WORK SO lT CAN BE PUBLISHED. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A TWO WEEK LOOK AHEAD EVERY WEDNESDAY BY NOON TO AID IN THE COUNTY NOTIFYING a PUBLIC OF WORK ACTIVITIES. > PUBLIC COMMUNICATIONS PLAN I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF LANE CLOSURES EACH DAY BY CALLING BELOW AND OTHERS AS REQUIRED: ' A. TRANSPORTATION OPERATIONS, SHIFT SUPERVISOR. TO BE DETERMINED B. PROJECT INSPECTOR. TO BE DETERMINED. 51 C. CONSTRUCTION PROJECT MANAGER: CRAIG KRUPP (804) 256-0748 ' D. COUNTY PROJECT MANAGER: STEVE HOFFMANN (434) 872-4501 2. THE FOLLOWING /S A LIST OF LOCAL EMERGENCY CONTACT AGENCIES: ALBEMARLE COUNTY POLICE DEPARTMENT: (434) 296-5807 OR 911 (IN EMERGENCY) J. PROCEDURES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE WORK ZONE. 5. A. CONTRACTOR TO NOTIFY ALBEMARLE COUNTY INSPECTOR IN CHARGE. DEPENDING ON THE SEVERITY OF INCIDENT, THE CONTRACTOR MAY HAVE TO SHUT DOWN WORK. ' B. INSPECTOR TO TAKE PICTURES AS NECESSARY, ESPECIALLY PICTURES OF CONTRACTORS WORK ZONE $ TO VERIFY COMPLIANCE WITH STANDARDS. C. UPON ARRIVAL ON SCENE, ALBEMARLE COUNTY POLICE DEPARTMENT STAFF TO DETERMINE RESPONSE NECESSARY TO ALLOW TRAVELING PUBLIC AROUND THE INCIDENT. 6I 4. PROCESS OF NOTIFICATION OF INCIDENT TO BE FOLLOWED IS. 6 CONTRACTOR TO CALL: A. PROJECT MAINTENANCE OF TRAFFIC COORDINATOR (INSPECTOR) : TO BE DETERMINED ' B. PROJECT MANAGER (CONSTRUCTION ENGINEER): TO BE DETERMINED TRANSPORTATION MANAGEMENT PLAN (T MP) C. THE ALBEMARLE COUNTY POLICE DEPARTMENT WILL TAKE CONTROL OF THE INCIDENT AND DIRECT ITS CLEARING AND RESTORATION TO NORMAL TRAFFIC OPERATIONS. D. THE ALBEMARLE COUNTY POLICE DEPARTMENT REPORT OF THE INCIDENT WILL BE REVIEWED BY THE COUNTY AND/OR VDOT TO DETERMINE IF ANY MODIFICATION OF THE TEMPORARY TRAFFIC CONTROL PLAN IS NECESSARY. IF IT IS DETERMINED THAT IT IS NECESSARY TO ALTER THE PLAN, THEN A MEETING WILL BE CALLED WITH THE CONTRACTOR, ALBEMARLE COUNTY PROJECT PERSONNEL, VDOT TRAFFIC SAFETY REPRESENTATIVES AND THE ALBEMARLE COUNTY POLICE DEPARTMENT STAFF (IF NECESSARY) TO DISCUSS MODIFICATION AND IMPLEMENTATION OF AN IMPROVED TRAFFIC CONTROL PLAN. STAGING NARRATIVE STAGE / A. THE CONTRACTOR SHALL INSTALL SIGNS IN ACCORDANCE WITH VIRGINIA WORK AREA PROTECTION MANUAL (VWAPM) TTC-53.0. B. THE CONTRACTOR SHALL PLACE GROUP 2 CHANNELIZING DEVICES ALONG THE WEST SIDE OF ROUTE 20 IN ACCORDANCE WITH TTC-4.2. THE EXISTING LANE CONFIGURATION AT THE INTERSECTION OF ROUTE 20 AND ROUTE 742 SHALL BE MAINTAINED. C. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT CONTROL MEASURES AS DEPICTED ON SHEETS 3B-6B. CONTRACTOR SHALL ESTABLISH TEMPORARY VEGETATIVE COVER ON ALL DENUDED AREAS WITHIN RIGHT-OF-WAY THAT ARE NOT TO BE FINE GRADED FOR PERIODS LONGER THAN 30 DAYS. D. AT THE END OF EACH WORKDAY, THE CONTRACTOR SHALL PROTECT ALL DROP OFFS WITHIN THE WORK ZONE CLEAR ZONE GREATER THAN 2" WITH A 6:1 WEDGE OFF THE EDGE OF THE TRAVELED WAY. NOTE. THERE SHALL BE NO TREE CLEARING FROM STA. 1I1.15 TO STA. 1I2.50 WITHIN THE TIME OF YEAR RESTRICTION PERIOD SPECIFIED FOR THIS PROJECT (APRIL I - NOVEMBER 14). STAGE // A. THE INTENT OF THIS STAGE IS TO CONSTRUCT AS MUCH OF THE IMPROVEMENTS OUTSIDE THE TRAVELWAY WITHOUT THE NEED FOR LANE CLOSURES. THE CONTRACTOR SHALL PLACE GROUP 2 CHANNELIZING DEVICES ALONG THE WEST SIDE OF ROUTE 20 /N ACCORDANCE WITH TTC-5.2, MAINTAINING A MINIMUM /0' LANE AT ALL TIMES. THE EXISTING LANE CONFIGURATION AT THE INTERSECTION OF ROUTE 20 AND ROUTE 742 SHALL BE MAINTAINED. REFER TO STAGE // TYPICAL SECTION THIS SHEET. B. THE CONTRACTOR SHALL EXTEND THE EXISTING ROADWAY CULVERT @ STA. 108-25 (±) IN ORDER TO MAINTAIN EXISTING DRAINAGE PATTERNS. IN ORDER TO AVOID HAZARDOUS DROP OFFS, CONTRACTOR SHALL FLAG TRAFFIC ALONG THE NORTHBOUND LANE AS NEEDED TO COMPLETE THE PIPE INSTALLATION AND MANHOLE CONNECTION. C. PERFORM CLEARING AND GRUBBING WITHIN THE LIMITS OF CONSTRUCTION. STARTING ON THE SOUTHERN END, ROUGH GRADE THE ROADWAY OUTSIDE THE TRAVELWAY. NOTE: THERE SHALL BE NO TREE CLEARING FROM STA. III-I5 TO STA. I12-50 WITHIN THE TIME OF YEAR RESTRICTION PERIOD SPECIFIED FOR THIS PROJECT (APRIL I - NOVEMBER 14). STAGE Ill A. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT CONTROL MEASURES AS DEPICTED ON SHEETS 3C-6C. CONTRACTOR SHALL ESTABLISH TEMPORARY VEGETATIVE COVER ON ALL DENUDED AREAS WITHIN RIGHT-OF-WAY THAT ARE NOT TO BE FINE GRADED FOR PERIODS LONGER THAN 30 DAYS. B. THIS STAGE SHALL INCLUDE THE BUILDUP AND RECONSTRUCTION OF ROUTE 20 SOUTHBOUND (NOT INCLUDING THE SURFACE COURSE). IN LIEU OF A DETOUR ROUTE, THE CONTRACTOR SHALL FLAG TRAFFIC ALONG THE NORTHBOUND LANE (IN ACCORDANCE WITH TTC-23.2) CONTINUOUSLY FROM THE TIME THE WORK BEGINS UNTIL THE TIME THE WORK IS COMPLETE. REFER TO STAGE III TYPICAL SECTION THIS SHEET. C. THE CONTRACTOR SHALL REPLACE THE EXISTING 180 CMP PIPE @ STA. 108.25 (±) AS SHOWN ON THE PLANS BY UTILIZING FLAGGING OPERATIONS AS NEEDED ALONG THE NORTHBOUND OR SOUTHBOUND LANE OF TRAVEL. D. THIS WORK SHALL BEGIN NO EARLIER THAN FRIDAY AT 700 PM AND BE COMPLETED NO LATER THAN MONDAY AT 500 AM. PREFERENCE OF TRAFFIC QUEUING WILL BE GIVEN TO ROUTE 20 SOUTHBOUND EXTENDING BACK TOWARDS ROUTE 742. THE CONTRACTOR SHALL SCHEDULE A HOLD POINT MEETING WITH THE COUNTY, VDOT AND ENGINEER A MINIMUM OF TWO WEEKS IN ADVANCE OF THE WORK TO DISCUSS THE PLANNED OPERATION. E. SHOULD THE CONTRACTOR REQUIRE CONSECUTIVE WEEKEND OPERATIONS, THE WORK SHALL BE SEQUENCED WHEREBY TRAFFIC CAN BE RESTORED TO ROUTE 20 SOUTHBOUND BETWEEN WEEKEND OPERATIONS. NOTE. THERE SHALL BE NO TREE CLEARING FROM STA. 111-15 TO STA. I12-50 WITHIN THE TIME OF YEAR RESTRICTION PERIOD SPECIFIED FOR THIS PROJECT (APRIL I - NOVEMBER 14). STAGE IV A. ONCE THE SOUTHBOUND LANE IS BUILT UP / RECONSTRUCTED, TRAFFIC MAY BE FLAGGED ALONG THE SOUTHBOUND LANE IN ACCORDANCE WITH TTC-23.2) AND THE ALLOWABLE LANE CLOSURE HOURS. REFER TO STAGE IV TYPICAL SECTION THIS SHEET. B. NORTHBOUND ROUTE 20 SHALL BE MILLED AND BUILT UP TO THE SURFACE COURSE. REFER TO PLAN SHEETS 3-6 AND THE CROSS SECTIONS FOR EXACT LIMITS. REPLACE GUARDRAIL ON THE EAST SIDE OF ROUTE 20. C. END OF DAY SIGNAGE FOR PAVING OPERATIONS SHALL BE IN ACCORDANCE WITH TTC-59J. STAGE V A. CONTRACTOR SHALL COMPLETE SOUTHBOUND IMPROVEMENTS BETWEEN STA. 1I1.50 TO STA. 1I2.50, ONLY AT SUCH TIME AS THE TIME OF YEAR RESTRICTION PERIOD SPECIFIED FOR THIS PROJECT (APRIL I - NOVEMBER 14) IS NOT IN AFFECT. B. TRAFFIC MAY BE FLAGGED ALONG THE NORTHBOUND LANE IN ACCORDANCE WITH TTC-23.2 AND THE ALLOWABLE LANE CLOSURE HOURS.. REFER TO STAGE V TYPICAL SECTION THIS SHEET. STAGE VI A. THE CONTRACTOR SHALL INSTALL FINAL PAVEMENT SURFACE COURSE, FINAL STRIPING AND MARKING, FINAL SIGNING, AND SEEDING. B. UPON COMPLETION OF ALL PROJECT IMPROVEMENTS, CONSTRUCTED IMPROVEMENTS SHALL BE FULLY OPENED TO ALL TRAFFIC. ROUTE VA 1 20 PROJECT RECR-002-0I7 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Richmond, Virginia STAGE ll TYPICAL ROADWAY ENGINEER GROUP // CHANNELIZING DEVICE WORK AREA (FLAGGING) l0' MIN. 1 4' Ht 4' _1_ /0' MIN. AGGREGATE BASE AND ADJACENT GRADING AS A PART OF PROPOSED BUILDUP SHALL BE PLACED TO PROMOTE POSITIVE CROSS SECTIONAL DRAINAGE. STAGE /// TYPICAL GROUP // CHANNELIZING DEVICE SHEET (FLAGGING) WORK AREA -I- 4' _ 1 _ /0' � x AGGREGATE BASE AND ADJACENT GRADING AS A PART OF PROPOSED BUILDUP SHALL BE PLACED TO PROMOTE POSITIVE CROSS SECTIONAL DRAINAGE. STAGE IV TYPICAL GROUP // CHANNELIZING DEVICE — ----------------- WORK AREA STAGE V TYPICAL IF(I) I (FLAGGING) GROUP ll CHANNELIZING DEVICE CONSTRe PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° PROJECT SHEET NO. RECR-002-0I7 IF(l) st 5 31 DIi PROJECT MANAGE R__STEVF___L0FF1jd9NN 434372450 SURVEYED BY, DATE TIMMONS GR UP, /0/ 4/2022 DESIGN SUPERVISED BY C'RAIG KRiIPP, PF (KIMIFY-H RN2 DESIGN BY --UMIFY-H RN__&_ASS0LL=S SUBSURFACE UTILITY BY, DATE__ALCUMARK_1011312022 TEMPORARY TRAFFIC CONTROL FIGURES Richmond, Virginia ROADWAY ENGINEER STATE SHEET N ROUTE PROJECT VA 20 RECR-002-017 IF(2) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY September 2019 Page 6H-15 lu1y2019 Page6H-127 September 2019 Page 6H-17 September 2019 Page6H-55 September 2019 Page6H-115 Stationary Operation on a Shoulder End of Day Signing for Paving Operations on a Two -Lane Roadway Shoulder Operation with Minor Encroachment Lane Closure on a Two -Lane Roadway Using Flaggers Signing for Project Limits (Figure TTC-4.2) (Figure TTC-59.1) (Figure TTC-5.2) (Figure TTC-23.2) (Figure TTC-53.0) atl3HV ptl3Htl - I NUOM xaOM >-T I- atl0a 9 31ON T-. �l avo0 33S - 'I� ' S3Ntll J avow �T N3A3Nn r 3xn nxo G20-2 (V) 3NIl 9 33SN G20.2 (V) T T.:J G20-2 (V) sous �'T 500_ G20-2 (V) 93Met 1N33 1 500' + dOIS Ol -�-L� rTMA ON PMON 0NW311 z 80' - 120' 79 om G20-2 (V) 500' + 80'- 120' O-'gym r of 63LON •+500± Z310N33S 0 0 SHADOWVEHICLE N ADOWVEHICLE 339 END 10, IjV29 REQUIRED �~o z z OzREQUIRED PAVEMENT DROP-OFF MIN TMAOPTIONAL 94S'E'Z SELL 33S o50'-100' wIREMENT SEE NOTE 10 SEE SEE NOTES 2 & 13 SEE NOTE 11'E'Z330m NOTES 0 0BUFFERyTWSEE TABLE 6H-3 SEE NOTES PTRS SPACING NATED FLASHING 5 & 6 (CEWTAVIC CENTER) L 310N 99S � AMBER (CAUTION MODE) SEE NOTE 1 POSTED/aTAMORV SPEED LIMIT ILLUMINATED FLASHING s40MPH 10 Er BEGIN • TYPE B OR C AMBER (CAUTION MODE) 41 -55 MPH 15 MFEET �\ 80'- 120' SEE NOTE 9 PAVEMENT DROP-OFF o TYPE B OR C > 55 MPH 20 FEET SEE NOTE 2 & 73 SEE NOTE 10 • PROJECT LIMITS O SHADOW VEHICLE • SEE I REQUIRED NOTE 8• PTRS OPTIONAL BUFFER • WP-1 SEE TABLE 6H-3 • SEE NOTE 6 �.005 i BUMP SEEN OTES O SEE NOTE 7 � 0 50-100' rn 5&6 O • CHANNELIZING oo FLAGGER STATION DEVICES SPACING SEE O CHANNELIZING o SEE NOTES 2, 3,5&6 �+ NOTE 6 ` SEE NOTE 7 swoM avow IO DEVICES SPACING of R4-7 SEE NOTE 6 +nos SEET SEENOTE 4 ' NOTE 1SEE NOTE 2 S t axs z Mi W20 ] SEE SEE NOTE 2 n NOTES -y SEE RIGHT <SHOIULDER HT NOTE 1 PO SHOULDER W21-5aR NO RIGHT PREPARED O SEE NOTE 10 - OL05E0 GED CENTER W8-12 SHOULDER W21-5aR ROADWAv SEE LINE SEE NOTE 3 NOTE 1 SEE NOTE 2 CLOSED CENTER LINE we W20-V26 NOTE 8 - SEE NOTE 2 SEE tn�AE, SEE NOTE 15 + DOS SEE NOTES 2 & 7 RIGNT RIDNr Pray NOTE 1 j SxIUmER SHOULDER UNEVEN W8-11 SEE NOTE 4 & 14 �T aaseo Or W21-5bR RIaxT ROM vr20-a W20-1 AHEAD .HUD LANES SEE NOTE6 sx0uaDER SEE Axon CLOSED W21-5bR NOTE 1 SEE NOTE 2 SEE AHEAD ROAD- OR (SEE NOTE 2) NOTE 8 Imm W20 ROAD ROAD ROAD SEE NOTE 2 NOTE] WORK W20-1 WORK WORK W20-1 HEAD ROAD G20-1 (V) AHEAD HEAD WORN W20-1 - -' SEE NOTES AHEAD 384 1: Revision I-41 2015 1: Revision 1-4112015 1: Revision 1-4/12015 2: Revhbn 2-9/12019 2: Revision 2-9tl2019 2: Revision 2-9/12019 3: Revision 2.1-11/12020 1: Revision 1-4/12015 Page 6H-14 September 2019 Page 6H-126 July 2019 Page 6H-16 September 2019 Page 6H-54 September 2019 Page 6H-114 September 2019 Typical Traffic Control Typical Traffic Control Typical Traffic Control Typical Traffic Control Typical Traffic Control Stationary Operation on a Shoulder End of Day Signing for Paving Operations on a Two -Lane Roadway Shoulder Operation with Minor Encroachment Lane Closure on a Two -Lane Roadway Using Flaggera Signingfor Project Limits (Figure TTC-4.2) (Figure TTC-59.1) (Figure TTC-5.2) (Figure TTC-23.2) (Figure TTC-53.0) Standard NOTES NOTES NOTES NOTE` NOTES Standard Guidance: 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than Standard: � Support: 1. For required sign assemblies for multi -lane roadways see Note 1, TTC-4. 1. Si spacing distance should be 35OL500' where the posted s limit is 45 h or less, and 500'-800' S', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD 1. Open travel lanes) shah not be exposed to more than 2 to 3 mile sections of milled or uneven surface. � P�+c g p° peed 'nP 1. This layout depicts signing requirements for notifying motorist when they are entering and exiting a 20-1 RIGHT SHOULDER CLOSED AHEAD closed. RIGHT SHOULDER CLOSED Guidance where the posted speed limit is greater than 45 mph. � )+ �' )+ 2. The maximum pavement edge dro off shall be 2 inches or less. potential constnution/maintenance area with a duration equal m or greater than till days. , P 8 P- 2. Sign spacing should be 1300'-I500' for Limited Access highways. For all other roadways, the sign (W21-5aR) ), even though only One shoulder is being closed. For operations less than 3 days in 2. Care should be exercised when establishing the limits of the aced on a insure maximum possible sight 3. NO CENTER LINE (R'8-12) sign shall be installed whenever the centerline has been obliterated or spacing should be 500'-800' where the pasted speed limit is greater than 45 mph, and 350'-500' where Standard: duration, sign assemblies will only be required on the side where the shoulder is being closed. distance in advance of anthe vale er station and t. Genera, based in the posted speed limit and at least until permanent pavement markings have been installed. The sign shall be installed in both the posted speed limit is 45 mph or less. e m or eater than the values in Table 6H-3. General speaking motorists should have a clear line 2. The ROAD WORK AHEAD (W20-1) sign or the ROAD WORK NEXT XX MILES (G20.1 (V)) Guidance equal 8r h' Pe & directions when the centerline is not present In addition, NO CENTER LINE signs shag be 3. When work rakes up part of a lane on a high volume roadway; vehicular fra,/frc volumes, vehicle mu, ofsight from the graphic flogger symbol sign to the flogger. sign shall be placed far enough in advance of the project limits so that other warning signs in a 2. Sign spacing should be 1300'-I500' for Limited Access highways. For all other roadways, the sign installed every mile if the unmarked area is less than 3 mues, or every 2 miles if the unmarked area speed and capacity should be analyzed to determine whether the affected lane should be closed. Unless series may be adequately placed prior to the condition they are warning about spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350L500' where is longer than 4 miles. the lane eneroachmem analysis permits o remaining lane width of 10 feet, the lane should be closed. !j 3. To maintain of icient traffic flow in a flagging operation on a two-lane roadway, the maximum the postedspeed limit is 45 mph or less. the closure operation is on a Limited Access hi the minimum lane width is Il get. motorists should be stopped at a flogger station is 8 minutes for high volume roadways (average daily 3. The ROAD WORK NEXT XX MILES sign shall be used for projects with activity areas greater 'om 4. ADO NOT PASS (have sign shall be used when the centerline has been obliterated or until tioa Per ghway .f traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail 3. The SHOULDER WORK (W21-5) sigh on an intersectingmadwa ma be omitted where drivers pavement markings have been theinsir sin The D h NOT PASS sign shall be installed after the NO O 500 vehicles per day). For additional information see Section OR installations, shoulder restoration, eta occur aloe a highway. y y CENTER LINE sign and their sign stand shah be supported with a sand bag weighing 4. The ROAD WORK AHEAD (W20-11 sign an m intersecting roadway may be omitted where drivers P y)' f °' ) g emerging from that roadway will encounter another advance warning sign prior to this activiV area. approximately 25-pounds on each leg or two (2) drum collar weights positioned On the center of emerging from that roadway will encounter another advance warning sign prior to this ap"w area Standard: 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest 4. Far short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated the sign stand'. Thereafter the DO NOT PASS sign shall be installed every mile if the unmarked Standard: 4. Portable Temporary Rumle Strips (PTRS) shall be used as noted in Section 6F.99. whole mile from the point of installation to the END ROAD WORK (G20-2 (V)) sign. if a vehicle with activated high -intensity amber rotating. flashing, or' oscillating lights is used. area is less than 3 miles or every 2 miles if the unmarked area is longer than 4 miles. 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high- 5. Flagging stations shall be located far enough in advance of the work space to permit approaching 5. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Standard: 5. In the vicinityof a turnip lane a BUMP 8-1 sin shall be installed. intensity amber rotating, flashing, Or oscillating light shall be parked 80'- 120' in advance of the traffic to reduces speed and/or stop before passing the works ace and allow sufficient distance for 8 (U ) 8 P P P g P Guidance: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber first work crew. departing [raffle in the left lane to return to the right lane before reaching opposing traffic see rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement 6. The UNEVEN LANES (WS-11) sign and BUMP sign shah be adjusted daily with the work operation 6. Vehicle hazard warning signals shall not be used instead of the vehicle's hi mtensi amber P 8 g B PP 8 ( 6. For projects with activity areas 2 miles or less in length, the ROAD WORKAHEAD sign should be the 8 g, S8 8 PP g g use ty Table 6H-3 on Page 6H-5). high -intensity amber rotating, flashing, or' oscillating, lights. and their (2) stand shall be supported with a sand bag weighing approximately stand'. A 25-gonads on each rotating, Dashing, or' oscillating lights. Vehicle hazard warning signals can be used [o supplement first sign motorist encounter. 6. Taper length (L) shall beat the following: leg or two (2) drum collar weights positioned on the center of the sign stand . Additional UNEVEN high -intensity amber rotating, flashing, or' oscillating lights. 6. All Daggers shall be state certified and have their certification card in their possession when 7. Si spacing should be 1300'-1500' or Limited Access highways. For all other roadways, the sign LANES signs shall be installed every mile. a m"..".11--th a r .-a n1."...,eu.,:..., d"a..e ...a..:.....1.en h. n..h. o.n.....:..,.. performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 8n P°c 8 !d 11 Taper Length L Speed Pa Limit rah Lane Width Feet Remarks Seed Limit rah Lane Width Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=S'W/6a 50 450 500 550 600 L=SW 30 135 150 165 180 L=w'W/6a 55 495 550 605 660 L=SW 35 185 205 225 245 L=S'W/fi0 60 5401 600 660 720 L=SW 40 240 270 295 320 L=3'W160 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting taper see Table 6H.22 Shoulder Taper = 'A L Minimum /. Nigns scan De post-mountea at iocanons Etter 72 consecutive nova at non -work activines. Guidance:' 8. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where epos speed limit is greater than 45 mph. nos' 9. Only traffic control sipping for pavement resurfacing is shown. Other devices may be used forthe control of traffic through the work area. 10. The LOW SHOULDER (W8-9) sign play be used to warn of a shoulder condition where there is an elevation difference of less than 2 inches between the shoulder and the travel lane. Taper Lentith L Speed Limit m h Lane Width Feet Remarks Speed Limit mpg 9 one Width FaH Remarks 9 10 11 12 10 11 12 25 95 105 115 121 L=S'W/60 50 450 500 550 600 L=SW 30 135 150 165 180 L=S`W160 55 495 550 605 660 L=SW 35 185 1 205 1 225 1 245 L=5'160 60 540 1 600 1 660 1 720 1 L=SW 40 240 1 270 1 295 1 320 L=51N760 65 585 1 650 1 715 1 780 1 L=SW 45 405 1 450 1 495 540 L=SW 70 630 1 700 1 770 1 840 1 L=SW Limited Access highways shall use a 1000' taper for Posted spends o 65 mph merging and a 1000'shifting taper regardless of the posted speed, a 750'shifting taper for posted speeds > 65 m h 2 Shoulder Taper = % L Minimum 1. woe spacmg snap tie Osseo Oil urc pusneu speeu gnu urc vmues m 1 sure oar us, rage pa-p.- the posted speed limit is 45 mph or less. 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. g. All connections within the project limits should be identified with signs indicating to motorist they are nm: entering or exiting a potential cowtnlctionlmaimenanre area. 8. A SLOW (W21-V IO) sign] may be required in this area to Pave advance warning of the operation she by slowine aimroachine traffic prior to reaching the flaeeer station or Opened traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if tired the PTRS'should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that Channelizing Device Spacing 11. The LOW SHOULDER sign shall be repeated at 1 mile intervals where there is an elevation n. i.h"""""agr.`.'.:`°p""'g °"""n`a"a"°an^"'gr '---------------"" ---- ------------ - --------" --- ---�-- " ---- -----------" ---- temporary traffic control zone should be extended so that the transition area precedes the highway -rail Speed Limit Speed Limit Speed Limit Channellzin Ossd Spacin difference of less than 2 inches between the shoulder and the travel lane extends over a distance in crossm see Figure or additional Information on hi hwa rail crossin 8 ( 8m' f f g Y- 8s)' Location Spacing g Location 'r' h Spacing m h Location Spacing (Mph) excess of 1 mile. Standard: Location Speed Limit Location Speed Limit Speed Limit 0-35 36+ 0.35 36+ 0-35 36+ 12. If pavement marking cannot be installed in accordance with Section 704.03 of the Road and Bridge Spacing m h Spacing 0 (Mph) Location Spacing m h Transition 4n Bo' 'construction Access 80 'hell' 0-35 36 + 0.36 36 + 0 -35 36 + 11. At night, flogger stations shall be illuminated, except in emergencies (see Section 6E.08). Specifications, then yellow temporary pavement market's spaced at ]0 foot centers for two-way ion: Option, s s g increased 'CpnsWetion access spacing m he inemesed to this distance, but shall not exceed one access r'/. mile. Transition 20' 40' Tre 40' SO' 'construction Access 80' 120' -� � � � � _ � �-� ,, „ , 'Construction access spacing may be increased to this distance, but shall not exceed one access er'/.mile. traffic shag be placed along the centerBne for lane division. No edge markers will be required. ,., r.___.. __.. 1._ _.1.,._ ....._,. _ _a,...._1.:_,_ ,.-...1..-.1....,....1-.._a..._.....:m1. on � ... o. vh rusunity, now paveu shumuers having a nmw m o seer us wire, Aaahuclizhng &'sees °nag ue 13. A temporary pavement wedge shall be constructed of surface mix asphalt a minimum of three (3) used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain feet in length for every Inch of depth of pavement ailing on the approach and departure end of the 9. On roadways with paved shoulders having a width of 8 feet or more, chamelizing devices shall be or less. within the traveled way. milled travel lane(s). Refer to Standard ACOT-1 of the Road and Bridge Standards for details. used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain 13. For low -volume situations with short work zones on straight roadways where the flogger is visible to road 9. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. within the traveled way.' users approaching fromboth directions. a single Dag ey r, positioned to be visible to road users approaching 10. A truck -mounted attenuator (TMA) shall he used on the shadow vehicle on Limited Access 10. The buffer space length The buffer space length shall be as shown in Table 611-3 on Page 611-5 for from both directions, may be used (see Chanter 6E), highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for the posted speed limit. Standard:' operations with a duration greater than 60 minutes. 11. A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane 14. When used', three portable temporary rumble (PTAs) strips shall be installed across the entire 11. When a side road intersects the highway within the temporary traffic control zone, additional traffic roadways with posted speed limit equal to or greater than 45 mph. travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble CONSTR. PLANS control devices shall be placed as needed. 12. When a side road intersects the highway within the temporary traffic control zone, additional traffic strips shall be monitored and adjusted as necessary during the work shift to ensure proper 1: Revision 1-4/t20S 1: Revision 1-4112015 control devices shall be placed as needed. placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- 2: Revision 2-9/1/2019 V26) Sign shall also be utilized. 1: Revision 1-12011: Revision 1-4/1/2015 THESE PLANS ARE UNFINISHED 2: Revision 2- 919/12019 2: Revision 2-9/1/2019 AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-017 /F(2) Q PROJECT MAN AGER__STEVE1i0FFMANN 434-8724501 SURVEYED BY, DATE TIMMONS GR UP, /0/ 4/2022- DESIGN SUPERVISED BY CRAIG KRU P, PF (KIMLEY-H RN) DESIGN BY --UMLEY-H RN-_&ASSOflALES SUBSURFACE UTILITY BY, DATE A UMARK,_10/1,312022 DRAINAGE D-1 The horizontal location of all drainage structures shown on these plans is approximate only, with the exception of structures showing specific stations, special design bridges and storm sewer systems. D-2 The horizontal location and invert elevations shown for proposed culverts and storm sewer outfall pipes are based on existing survey data and required design criteria. If during construction, it is found that the horizontal location or invert elevations shown on the plans differ significantly from the horizontal location or elevations of the stream or swale in which the culvert or storm sewer outfall pipe is to be placed, the Project s Engineer shall confer with, and get approval from, the Engineer e before installing the culvert or storm sewer outfall pipe. 4 D-3 The "H" dimensions shown on plans for drop inlets and junction boxes F and the "L.F. " dimensions shown for manholes are for estimating s purposes and are based on the proposed invert elevations shown for the structure and the anticipated top (rim) elevation based on existing or pproposed finished grade. The actual "H" or "L.F. " dimensions are to be determined by the contractor from field conditions. D-7 All pipe on this pir ect shall be RCP Class IV. For strength, sheet thickness, or class designation available sizes; height of cover limitations; 9 and other restrictions for a particular pipe type or height cover, see the applicable sections of the VDOT Road and Bridge Standards PC-1. i SI D-10 The proposed riprap may be omitted by the Engineer if the slope designated for placement of riprap is found to be comprised of solid rock or closely consolidated boulders with soundness, size and weight equal to, or exceeding, the specifications for the proposed riprap. D-13 Existing drainage facilities being utilized as a part of the drainage system, and designated on the plans "To Be Cleaned Out" shall be cleaned as directed by the Engineer. The cost incidental to this shall be included in the contract price for other items. D-14 Proposed drop inlets with a height (H) less than the standard minimum shown in the VDOT Road and Bridge Standards shall be considered and paid for as Standard Drop Inlets for the type specified. Pipes with less than standard minimum finished height of cover shall be noted as such in the drainage description for the pipe. Specific pipe bedding and cover requirements are provided in the applicable PB-1 and PC-1 standard drawings of the VDOT Road and Bridge Standards. D-16 When CG-6 or CG-7 is specified on a radius (such as at a street inter- section), the Engineer may approve a decrease in the cross slope of the gutter to facilitate proper drainage. EROSION AND SEDIMENT CONTROL (ESC) E-1 If the removal of Brush Silt Barrier is specified by the plans or required by the Engineer, the cost of removal and disposal of brush shall be in accordance with Section 109 of the applicable VDOT Road and Bridge Specifications. E-2 Rock for Check Dams, Inlet Protection, Erosion Control Stone and Riprop shall be in accordance with Section 203 and Section 414 of the applicable VDOT Road and Bridge Specifications. E-3 The following symbols are used to depict Erosion Control items in the plan assembly: g max— TSF-A Denotes Temporary Silt Fence, St'd TSF-B EC-5 Type A or B e 0 RCD-1 Denotes Rock Check Dam, Type I; St'd EC-4 RCD-2 Denotes Rock Check Dam, Type II; St'd EC-4 2 Denotes Culvert Inlet Protection, Type C; St'd EC-6 P A Denotes Inlet Protection, Type A; St'd EC-6 siP-e Denotes Inlet Protection, Type B; St'd EC-6 DD Denotes Temporary Diversion Dike; St'd EC-9 iP B Denotes Limits of Disturbance LOD E-4 Permanent vegetation shall be established on all denuded areas not otherwise stabilized with non -erodible materials. �Ie PAVEMENT P-2 The weight will vary in accordance with the specific gravity of the aggregates and the asphaltic content of the mix actually used to secure the design depth. The weight of the asphalt concrete is based on 95/ of the theoretical maximum density. (See IIM-LD-158) !]G7_1971�[! G-1 The grade line denotes top of finished pavement unless shown otherwise on typical sections or plans. G-4 The cost of removal of all existing concrete items located in the area to be graded, including, but not limited to the following, shall be included in the price bid for regular excavation: existing pavement, sidewalk, curb and gutter, small block or brick items, concrete, drainage structures, pipe, and headwalls G-5 The excavation of unsuitable material as specified on these plans is based on previously conducted subsurface soil investigation. If, during construction, it is deemed necessary to change the depth more than 1 foot (0.3 m) or the limits of such excavation, such change shall be made at the direction of the Geotechnical Engineer and measurement and payment shall be made in accordance with Section 303 of the applicable VDOT Road and Bridge Specifications. G-6 The borrow material for this project shall be a minimum CBR 5.0 or as approved by the Materials Engineer. INCIDENTALS 1-4 All trees located within the Clear Zone or within a minimum of 30 feet of the edge of pavement, within the limits of the right of way or construction easement, unless otherwise noted on plans or directed by the Engineer, shall be removed, as provided for a Section 301 of the applicable VDOT Road and Bridq Specifications. 1-7 Where Standard slope roundoffs would damage trees, bushes or other desirable vegetation, they shall be omitted when so ordered by the Engineer. 1-16 The "underground utilities" survey data on this project has been provided by consultant and copies are available from the County. 1-18 All pavement markings and traffic flow arrows shown on the roadway con- struction plans are schematic only. The actual location and application of pavement markings shall be in accordance with Section 704 of the applicable VDOT Road and Bride S ecifications, MUTCD, sequence of construction/ traffic control pans, pave men marking plan sheets 80) thru 8(6) and as directed by the Engineer. 1-19 The following sources, under contract with the Owner, have provided information on this project: Hydraulic Design - Kimley-Horn and Associates, Inc. Roadway Design - Kimley-Horn and Associates, Inc. Utility Designation - Accumark Survey - Timmons Group If questions or problems arise during construction, please contact the Engineer. DO NOT CONTACT THE OUTSIDE SOURCES. 1-20 Portions of this plan assembly have been CADD generated. To assist in the construction of the project electronic files will be available to the prime contractor after award of the contract. 1-21 All electronic plan assemblies will include the construction plans in two formats: .pdf files and Autocad format (.dwg) files. Only the .pdf files will be considered as part of the official plan assembly. The Autocad format (.dwg) files are furnished only as information for the contractor. These plans are developed in layers to aid in readability. However, the construction items may or may not be in the proper layering scheme. The Autocad files will only match the scanned files if all required layers are turned on. An Autocad Software license is required to be able to read these files. VAMEW�� PROJECT RECR-002-017 1 2 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY CONSTRo PANS THESE PANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-017 2 PROJECT MAN AGER__STEVE1i0FFMANN 4348724501 SURVEYED BY, DATE TIMMONS GR UP, /0/ 4/202Z DESIGN SUPERVISED BY CRAIG KRU P, PF (KIMLEY-H RN) DESIGN BY --UMLEY-H RN—_&ASSO=S SUBSURFACE UTILITY BY, DATE AUMARK,_10/1,312022 w 0 PAVED GRADED SHOULDER SHOULDER VARIES VARIES , 151 211 _ _ 2'-6' El Or E e6-1 0 1} DYY 0 o' I VARIES I 2' I VARIES I 15' V� 5 Un Z� IIYY �/ f DYY C 'O �I €I p m�0 0 o' 0 gI STA. 108+00.00 TO STA, 108+75.00 VARIES D== DYY 0 INSET GRADED PAVED SHOULDER SHOULDER 15' 2'1 1 6' 15, 6-1 6-1 G 5.00% GRADED SHOULDER PAVED 21 SHOULDER I I 6' SCOTTSVILLE ROAD (ROUTE 20) 12' 12' VSTDRS3 REO'D POINT OF VARIES FINISHED GRADE ---_--------=T�, -- ----- —I-- -------- l' SAW CUT OVERLAP STA, 105+77.65 TO STA, 107+75.02 SCOTTSVILLE ROAD (ROUTE 20) END 12' POINT OF FINISHED GRADE E VARIES -MAX 7.90;1 0 / VARIES 0'-12' 12' —INSET B MATCH EXIST. MATCH — — EXIST — - ----rt------------- STD. RS3�� REO'D -SEE CROSS SECTION FOR DETAILS --SEE CROSS SECTION FOR DITCH DETAILS STA, 107+75.02 TO STA. 112+00.00 SCOTTSVILLE ROAD (ROUTE 20) VARIES 12' 6'-12, 12' j1ES5 OINT OF INISHED RADE STD. RS3 REO'D VA.00%= VA S= VARIES= X/ST. ___ ---- -------------� INSET B_l' SAW CUT OVERLAP -SEE CROSS SECTION FOR DETAILS --SEE CROSS SECTION FOR DITCH DETAILS ===SHOULDER ALGEBRAIC DIFFERENCE NOT TO EXCEED 8.0% STA, 113+25,00 TO STA. //5+00.00 SITE PREP. REQ D. (AGGREGATE SHOULDER, /Od OR FLATTER) STD. GR-MGSI REQ'D YYYY STA. 114+14.50 TO STA, //5+00.00 nc. Richmond, Virginia Richmond, Virginia MATERIALS ENGINEER ROADWAY ENGINEER INSET A �Tr',TF VAMEW�� PROJECT RECR-002-0/7 2A DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY INSET B 0 2.0" ASPHALT CONCRETE SURFACE TYPE SM-12.5D @220 LB/SY 0 2.0" ASPHALT CONCRETE INTERMEDIATE, TYPE /M-19.OA @220 LB/SY 0 5.0" ASPHALT CONCRETE BASE COURSE, TYPE BM-25.OA ® 6.0" MIN. AGGREGATE BASE MAT'L. TY. I VDOT NO. 2/8 O STD. UD-4 REQ'D © EXISTING PAVEMENT SECTION 7O STD. CG-7 REQ'D. ® //.0' AGGREGATE BASE MAT'L TY. 1 VDOT NO. 21B NOTE: IN AREAS OF BUILDUP, AGGREGATE BASE SHALL BE OF THICKNESS TO PROMOTE POSITIVE CROSS -SECTIONAL DRAINAGE. CONSTRo PANS THESE PANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-0/7 2A i 0oI so i €I p mI0 0 E E 2 C 0 0 0oI �I PROJECT MAN AGER__STEVE1i0FFMANN 434-8724501 SURVEYED BY, DATE TIMMONS GR UP, /0/ 4/202Z DESIGN SUPERVISED BY CRAIG KRU P, PF (KIMLEY-H RN) DESIGN BY --UMLEY-H RN—&ASSOflALES SUBSURFACE UTILITY BY, DATE AUMARK,_10/1,312022 STD. CG-7 2.00% INSET GRADED PAVED SHOULDER SHOULDER VARIES , VARIES 2'1 6' STA. II8+77.59 TO STA. 121+10.22 lk a SCOT SV I LLE ROAD (ROUTE 20) VARIES POINT OF SITE PREP. REO D. FINISHED (AGGREGATE SHOULDER, GRADE /0:/ OR FLATTER) STD. STD. RS3 GR-MGSI RED'D REQ'D =___ 2.00% 2.007VARIES- VARIES- ----L— l' SAW CUT OVERLAP -SEE CROSS SECTION FOR DETAILS ___= 9' POSTS ARE REQUIRED ANYWHERE GUARDRAIL BACKING IS LESS THAN 2 4" PER VDOT STD. GR-MGSI STA. 115+85.82 TO STA. 118+77.59 SITE PREP. REO'D. (AGGREGATE SHOULDER, /Od OR FLATTER) -------------- STA. 117+50.00 TO STA. 121+10.22 SCOT SV I LLE ROAD (ROUTE 20) I ------------ POINT OF FINISHED GRADE — — — — — — — — — — — — — — — — — — j SEE SHEET 6 FOR GUARDRAIL & PROP. NB SHOULDER LIMITS GR-MGSI REQ'D =___ SITE PREP. REO D. (AGGREGATE SHOULDER, l0:1 OR FLATTER) STD. GR-MGSI REQ'D — nc. Richmond, Virginia ROADWAY ENGINEER INSET A �Tr',TF VAMEW�� PROJECT RECR-002-0/7 I 2B DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY INSET C 0 2.0" ASPHALT CONCRETE SURFACE TYPE SM-123D @220 LB/SY 0 2.00 ASPHALT CONCRETE INTERMEDIATE, TYPE /M-19.OA @220 LB/SY 0 5.0" ASPHALT CONCRETE BASE COURSE, TYPE BM-25.OA ® 6.0" MIN. AGGREGATE BASE MAT'L TY. / VDOT NO. 21B O STD. UD-4 REQ'D © EXISTING PAVEMENT SECTION O STD. CG-7 REO'D. ® //.0' AGGREGATE BASE MAT'L TY. I VDOT NO. 21B NOTE: IN AREAS OF BUILDUP, AGGREGATE BASE SHALL BE OF THICKNESS TO PROMOTE POSITIVE CROSS -SECTIONAL DRAINAGE. CONSTRo PANS THESE PANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-017 2B s' 1 :■ i s If PROJECT MAN AGER--STEV21i0FFMANN 434B72450L SURVEYED BY, DATE T/M IONS—G&OUP, /0/ 4/2092 DESIGN SUPERVISED BY 'RAIG KPU P, BE lKIMLEY-H RN) DESIGN BY --UMLEY-H RN—&ASSOLL=S SUBSURFACE UTILITY BY, DATE—ACCUMAB[S._10/13(2022 GENERAL CONSTRUCTION NOTES FOR E&S PLANS 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. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 9. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. l0. ALL EARTH 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. lI. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.126. 12. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-30/ OF THE CODE OF ALBEMARLE. l3. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 A.M. TO 9.00 P.M. I4. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 15. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AFTER EACH RAINFALL ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50/ OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. 17. CONTRACTOR WILL BE REQUIRED TO KEEP THE PROJECTS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND POLLUTION PREVENTION PLAN (PPP) UP TO DATE AT ALL TIMES. 18. CONTRACTOR WILL BE REQUIRED TO COMPLETE ALL REQUIRED EROSION AND SEDIMENT CONTROL INSPECTIONS AS REQUIRED IN THE SWPPP AND DOCUMENT THE INSPECTION ON VDOT FORM C-107. 19. CONTRACTOR SHALL HAVE AN ESCC CERTIFIED PERSON ON -SITE WHEN LAND DISTURBING ACTIVITIES ARE TAKING PLACE. ISEQUENCE/MAINTENANCE: A) CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO THE PROJECT MANAGER PRIOR TO THE START OF B.) THE CRLD MUST BE AT THE PRE -CONSTRUCTION MEETING. $ C.) COMMUNITY DEVELOPMENT INSPECTOR MUST BE NOTIFIED OF THE OFFSITE BORROW OR SPOIL LOCATION AT THE PRE -CONSTRUCTION MEETING TO BE HELD AT THE COUNTY OFFICE BUILDING. s DJ THERE SHALL BE NO TREE CLEARING FROM STA 111.15 TO STA. 112.50 WITHIN THE TIME OF YEAR RESTRICTION PERIOD SPECIFIED FOR THIS PROJECT (APRIL I - NOVEMBER 14). ' EJ ALL EROSION CONTROL MEASURES WILL BE INSTALLED AS THE FIRST STEP IN THE CLEARING PROCESS. D �a �i�L�1�ai1CyL�1��LK�1�'/rai1��1�16YICL�J11� i]MlaW2wolf],,F1,FRLT//r7fla%AfKi11Ug 11/ s INSPECTOR. 'G.) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES UNTIL STABILIZATION IS ACHIEVED. p' HJ ACCESS TO PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. ' 0 DRIVEWAY MATERIAL SHALL BE REPLACED WITH SAME OR BETTER MATERIAL Y I J.) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE ' EROSION CONTROL DEVICE SHALL BE MADE IMMEDIATELY. a K.) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE COMUNITY DEVELOPMENT DEPARTMENT. 6 L) THE CONTRACTOR SHALL HAVE PIPE BARRELS AND RISER STRUCTURES ON SITE PRIOR TO ANY LAND DISTURBANCE 21 PERMIT ISSUANCE. DIi EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS MS-1 ANY AREA THAT HAS REACHED FINAL GRADE MUST RECEIVE TEMPORARY OR PERMANENT SOIL STABILIZATION WITHIN 14 DAYS. AREAS NOT AT FINAL GRADE THAT WILL REMAIN DORMANT LONGER THAN 30 DAYS MUST HAVE TEMPORARY SOIL STABILIZATION WITHIN SEVEN DAYS. AREAS THAT WILL BE DORMANT LONGER THAN ONE YEAR MUST HAVE PERMANENT SOIL STABILIZATION. MS-2 ALL SOIL STOCKPILES AND BORROW AREAS MUST BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. TEMPORARY PROTECTION AND PERMANENT STABILIZATION SHALL BE APPLIED TO ALL ON -SITE SOIL STOCKPILES AND BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3 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, AND PERIMETER ESC MEASURES INTENDED TO TRAP SEDIMENT MUST 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 UPON INSTALLATION. MS-6 SEDIMENT BASIN AND TRAP DESIGN INFORMATION. MS-7 CUT AND FILL SLOPES MUST 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 MUST BE PROVIDED. MS-10 INLET PROTECTION IS REQUIRED FOR ALL STORM INLETS THAT WILL BE MADE OPERABLE DURING CONSTRUCTION MS -II BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE SYSTEMS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED CHANNEL LINING MUST BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL MS-12 WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS MUST BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT - TRANSPORT, AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT DURING CONSTRUCTION. NON ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED IF ARMORED BY NON ERODIBLE COVER MATERIALS. MS-I3 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 NON ERODIBLE MATERIAL MUST BE PROVIDED. MS 14 ALL APPLICABLE FEDERAL STATE, AND LOCAL REGULATIONS RELATED TO WORKING IN OR CROSSING LIVE WATERCOURSES MUST BE MET. MSl5 THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS /6 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITIONS 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 SO THAT IT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF SITE PROPERTY. D. MATERIAL USED FOR BACKF/LUNG TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RE STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. MS-17 CONSTRUCTION ENTRANCES ARE REQUIRED AT ALL ACCESS POINTS TO THE CONSTRUCTION SITE. 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 APPLIES TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS18 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR 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 MUST BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19 ADEQUATE OUTFALL INFORMATION =_ _= MS-6 AND MS-I9 DEAL WITH THE DESIGN ASPECTS OF THE PLAN. FOR FURTHER INFORMATION, PLEASE CONSULT THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ALSO, REFER TO THE SEDIMENT BASIN/TRAP DESIGN TABLES AND THE ADEQUATE OUT -FALL TABLE LOCATED ON THE "EROSION AND SEDIMENT CONTROL STANDARD DETAILS/CALCS."SHEET. ANY VARIANCE TO THE ABOVE LISTED MINIMUM STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING. T'7 ROUTE VA 1 20 SHEET PROJECT RECR-002-0I7 12C(/) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY EROSION AND SEDIMENT CONTROL NARRATIVE SITE LOCATION: This project is located on Route 20 (Scottsville Rd) south of the Route 743 intersection (Avon St. Ext) PROJECT DESCRIPTION: Project construction consists of roadway wldening for Improvement of horizontal geometry, drainage Improvements, and turn lanes and an entrance to the future Biscuit Run Park. ADJACENT AREAS: This site Is adjacent to site of future Blscult Run Park. OFF -SITE AREAS. There will be no offsite grading on this project. Excess so!/, existing pavement, and existing concrete Items will be disposed of at a landfill. SO/LS: The project corridor consists of silly loam and clay (Hydrologic Soil Group B) CRITICAL AREAS. CrIfIcal areas for this project Include the outfoll at the Biscuit Run tributary. EROSION AND SEDIMENT CONTROL MEASURES: Erosion and Sediment Control plans have been Included and depict erosion control constructlon sequencing, inlet protection, check dams, and eroslon control matting. PERMANENT STABILIZATION. All disturbed areas will be stabilized with permanent seeding immed/ate/y following fin/shed grading. STORMWATER RUNOFF CONSIDERATIONS: This project complies with part //B of the VSMP regulations. /t meets Channel Protection and Flood Protectlon criteria at Outfalls A-C. BMPs are proposed to meet SWM criteria at Outfalls A-C. CALCULATIONS. Pipe Capacily and Channel Adequacy calculations are included corresponding Drainage Narrative Report. DISTURBED AREA. The disturbed site area used for the development of the stormwater management design Is opproximately 9.9 acres. WPO-202300009.. See sheets C-I10 to C-10 for additional erosion and sediment control associated with the Blscult Run Park Improvements. CONSTRe PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 9' PROJECT SHEET NO. RECR-002-0I7 2C(U _' 31 s' 5 i on 31 DIi PROJECT MANAGE R__STEVF___L0FF1jd9NN 4343724501 SURVEYED BY, DATE TIMMONS GR UP, /0/04/2022 DESIGN SUPERVISED BY C'RAIG KRU P, PF (KIMLEY-H RN2 DESIGN BY --KIMLEY-H RN-_&�SSOLI=S SUBSURFACE UTILITY BY, DATE___ACUMARK,_l0//3/ 22 2016 ROAD R RRIOEDF STANDARDS EC-4 TYPICAL DETAIL FOR ROCK CHECK DAM TYPE I SUGGESTED ROCK CHECK DAM SPACING f A L VARIES) GROUND LINE 1/3 L 1' MIN. shr " A B %- -18" FOUNDATION S H *HEIGHT (H) OF CREST IS TO BE 3'2IF CHANNEL OR SWALE IS DEEP ENOUGH OR AS A DESIGNATED BY DESIGNER. FRONT ELEVATION L - H/S WHERE DRY RIPRAP CLASS I H -HEIGHT OF DAA CREST IN FEET S - CHANNEL SLOPE IN FT/FT L -CHECK DNA SPACING IN FEET: THE DISTANCE SUCH 2-1 - _ TOP OF BANK THAT POINTS A PAID B ARE OF EQUAL ELEVATION 18"#57 STONE ®2'T FLOW 1.® CHECK DAM SPACING , L TO BE DETERMINED FROM THE EQUATION. I� IN STEEP SLOPE AREAS THE CHECK DAM SPACING IS NOT i0 BE LESS THAN 25'. Cl / FLOW LINE SECTION A -A NOTES: TYPICAL DETAIL FOR ROCK CHECK DAM TYPE II 1. ROCK CHECK DAMS THAT ARE DESIGNATED ON THE PLANS AS A STORMWATER MANAGEMENT CSWM)ITEM ARE TO BE LEFT 12"#57 STONE A ROUND LINE IN PLACE AS A PERMANENT INSTXLATION. 2 WHERE DRAINAGE AREAS EXCEED I ACRE OR DITCH GRADE ® EXCEEDS 3x, A TEMPORARY SEDIMENT FOREBAY SHALL BE /INSTALLED �'Ar FLOW WITH MINIMUM DIMENSIONS OF 12" DEPTH, 2' WIDTH SEDMENT AND 6'LENGTH. FOREBAY 12"$�FOUNDATION `3. IF A CHECK DAM IS LOCATED INSIDE CLEAR ZONE AND ADJACENT U?M01MENT TO A TRAVELWAY. SLOPE FACING ON COMING TRAFFIC IS TO BE .,I6:1 F+I AID MAXIMUM H IS TO BE 12". 4. CHECK DAM SHALL NOT BE USED FOR LOCATIONS IN LIVE STREAM. `#1 COARSE AGGREGATE --/ k FOREBAY y A SECTION A -A FRONT ELEVATION CHECK DAM (ROCK) TY. I, ITEM CODE 27410 EACH CHECK DNA (ROCK) TY. I, ITEM CODE 27415 EACH `vooT A COPY OF THE ORIGIN& SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS ROCK CHECK DAMS TYPE I & II VIRGINIA DEPARTMENT OF TRANSPORTATION REFERENCE NOT 303 SHEET 1 OF I REVISION DATE 04/19 113.06 2016 ROAD & BRIDGE STANDARDS IV 10 rtVASu Ka ort1w� J N AVvuAArtuJ f NOTES EC-5 Vf A SILT z i 1. TYPE A SILT FENCE WILL HAVE WOODEN POSTS ANIS LIMITED TO FILL FENCE w ( HEIGHTS OF 20 FEET OR LESS. TYPE B SILT FENCE WILL HAVE STEEL TEMPORARY y, POSTS AND MUST BE USED WHERE THE FILL HEIGHT EXCEEDS 20 FEET. SILT FENCE 2. WOODEN POSTS SHALL BE OAK AND HAVE NOMINX DIMENSIONS OF T1 TYPE A OR B 2" BY 2". STEEL POSTS SHALL HAVE A MINIMUM WEIGHT OF 1.23 iDE OF FILL J SHEET iLOW POUNDS PER LINEAR FOOT. 3. XL POSTS SHALL BE DRIVEN 24" MIN. INTO THE GROUND AND SHALL - - EXTEND 6" ABOVE THE FILTER FABRIC. A )SEE NOTE B) 4. GEOTEXTILE FABRIC SHALL BE EMBEDDED 12" INTO THE GROUND SECTION A -A IS" VERTICALLY AND 6" HORIZONTXLY ALONG THE BOTTOM OF TRENCH) AS SHOWN IN DETAILS. TYPICAL DETAIL FOR TEMPORARY 5. SLICING IS AN APPROVED ALTERNATIVE TO TRENCHING FOR ANCHORING SILT FENCE AT TOE OF FILL THE GEOTEXTILE FABRIC INTO THE GROUND. SLICING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 3D3 OF THE ROAD AND BRIDGE SPECIFICATIONS. B. WHEN TWO SEPARATE SECTIONS OF GEOTEXTILE FABRIC ADJOIN EACH FILL TRENCH TO ANCHOR OTHER, THEY SHALL OVERLAP BY 6" AND BE DOUBLE FOLDED. BOTTOM OF GEOTEXTILE GEOTEXTILE FABRIC T. GEOTEXTILE FABRIC SHALL BE FASTENED SECURELY TO THE POSTS AT FABRIC, COMPACT BOTH THE TOP AND VERTICAL MIDPOINT OF THE GEOTEXTILE FABRIC. THOROUGHLY 8. WHEN THE DISTANCE FROM THE TOE OF FILL TO THE SILT FENCE IS NOT PROVIDED IN THE PLANS A MINIMUM OF 5 FEET WILL BE USED. 9. MATERIALS FOR XL SILT FENCE SH&L CONFORM TO THE REQUIREMENTS OF SECTION 242 OF THE VDOT ROAD L BRIDGE SPECIFICATIONS. 10. THE GEOTEXTILE FABRIC FOR SILT FENCE SHALL BE FROM THE MOOT 6" MIN. MATERIALS APPROVED LIST 63. EMBED GEOTEXTILE FABRIC IN TRENCH A MIN. OF 6" HORIZONTALLY AND 6" VERTICALLY. 6" MIN. (SEE NOTES 4 AND 5) GEOTEXTILE EMBEDMENT -.. ..__..... 4' MAX. GEOTI SF WOODEN FENC STEEL FENCE SECTION VIEW ELEVATION VIEW SPECIFICATION REFERENCE XVD= TEMPORARY SILT BARRIERS ROAD AND BRIDGE STANDARDS zYz SILT FENCE (TYPE A & B) REVISION DATE SHEET 1 of 2 245 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/20 113.OT `SLY FENCE GEOTEXTILE )SEE NOTE 6) CK CK ADO d~0 ROECK DIM (SEE NOTE S) INLET PROTECTION DIRECTIONAL FLOW WITH CONCRETE GUTTER (TYPE A) :ORNER SEE NOTE 1 EC-6 B 4MIN. M II ll f 24" MIN. RIGUNDER 2" E V �l 2" MIN. ' -NAIL OR SCREW TOP RAIL TO POSTS B 24" MINIMUM OVERLAP 16" MIN. TV- MAX. TF 6'• 12" MIN. FABRIC EMBEDMENT )-SILT FENCE GEOTEXTILE SECTION A -A POSTS 2'-6" (SEE NOTE 6) MAX. SPACING SECTION B-B INLET PROTECTION MULTIDIRECTIONAL FLOW INLET PROTECTION MULTIDIRECTIONAL FLOW WITHOUT CONCRETE GUTTER USING SEDIMENT RETENTION ROLL (TYPE A) (TYPE A) NOTES 1. POSTS AND TOP RAL SHALL BE A NOMIN& 2" X 4" NO.2 SOUTHERN PALE, 9. SEDIMENT SHALL BE REMOVED FROM INLET PROTECTION WHEN IT AND POSTS SHALL BE DRIVEN 24' MINIMUM IN TFE GROUND. HAS ACCUMULATED TO ONE- HALF THE EXPOSED HEIGHT OF THE 2. END OF FILTER BARRIER TO BE EMBEDDED INTO AGGREGATE. STRUCTURE AND PAID FOR AS SEGMENT REMOVX PER CUBIC YARD. 3. IF A DROP INLET IS LOCATED IN A SAG IN THE DITCH GRADE.A CHECK DAM ID. STACKING SEDIMENT RETENTION ROLLS TO MEET THE REQUIRED INLET PROTECTION HEIGHT IS NOT PERMITTED. IS REQUIRED FOR EACH SIDE OF THE INLET THAT RECEIVES DITCH FLOW. C WHERE DRAINAGE AREAS EXCEED ONE ACRE OR DITCH GRADE EXCEEDS 3Y., 11. SEDIMENT RETENTION ROLLS SHALL BE EMBEDDED INTO THE A TEMPORARY SEDIMENT FOREBAY SHALL BE INST&LED IN ACCORDANCE DITCH 2" EXCEPT WHEN PLACED OVER STANDARD EC-2 OR WITH THE EC-4 STANDARD. EC-3 LINED DITCH. 5. WHEN REQUIRED SEE STANDARD EC-4 FOR DETAILS M ROCK CHECK DAM 12. SEDIMENT RETENTION ROLLS AND STAKES USED FOR INLET PROTECTION APPLICATIONS SHALL BE REMOVED AFTER STABILIZATION IS COMPLETE. AND SEDIMENT FORBAY. 6. SILT FENCE GEOTEXTILE IN ACCORDANCE WITH SECTION 245 OF THE ROAD 13. GEOTEXTILE PRODUCTS DESIGNED TO BE INSERTED INTO OR ANCHORED AND BRIDGE SPECIFICATIONS. TO THE TOP OF GRATE INLETS, AND ME FOUND ON MOOT'S EC-6 T. ONLY SEDIMENT RETENTION ROLL PRODUCTS WITH A MINIMUM IS" APPROVED PRODUCT LIST, MAY BE SUBSTITUTED FOR THE DROP INLET DIAMETER LISTED ON THE MOOT APPROVED PRODUCTS LIST MAY PROTECTION DEVICES DETAILED IN THIS STANDARD. BE USED FOR TYPE A INLET PROTECTION. B. XL STAKES SHALL RE DRIVEN 24" MIN. INTO THE GROUND AND SHALL EXTEND 6" MOVE THE SEDIMENT RETENTION ROLL. WOODEN STAKES SHALL BE OAK AND HAVE NOMINAL DIMENSIONS OF 2" BY 2". STEEL STAKES SHALL HAVE A MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT. INLET PROTECTION (TYPE Al, ITEM CODE 27451 EACH SPECIFICATION A COPY OF THE ORIGINAL SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVD= REFERENCE INLET PROTECTION tOT 245 ROAD AND BRIDGE STANDARDS 242 303 (TYPE A) REVISION DATE SHEET 1 OF 3 244 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 113.09 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS FILL SLOPE SECTION DROP STD EC-3 _ MATERIAL VERTICALLY DOWNSLOPE i ns i' rr G 'p / h r8 r� 0, OVERLN P �i 0' ROLL TOT N 4V �- TOE OF FILL MAINTAIN SLOPE ANGLE �TMPEWDP� BERM TRENCH INTO BERM AID PROGRESS DOWNSLOPE SLOPE LINING - WET CUT SLOPE WATER SEEPAGE WHEN WATER SEEPAGE IS PRESENT IN SLOPE THAT REQUIRES INSTALLATION OF EC-3 THE FOLLOWING DETAIL MAY BE USED WITH THE APPROVAL OF THE DISTRICT MATERIALS ENGINEER. BOTTOM OF CUT DEPTH SLOPE LINING - DRY CUT SLOPE STD EC-3 TYPE 3 EC-3 ti TOP CUT NOTES: 1. SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS, AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOL CONTACT. 2. STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY TIE MANUFACTURER AND - SHALL BE A MINIMUM OF 18 INCHES IN LENGTH. BOTTOM OF FILL SLOPE 3. EC-3 MATERIALS SHALL BE IN ACCORDANCE WITH THE APPROVED PRODUCT LIST. 4. FOR SC-3. T OF APPROVED MATERIALS BEE VDOT'S APPROVED PRODUCTS LIST FOR BOTTOM OF CUT SLOPE-R^'1 ST'D E UR TYPE 3 MATERIALS. 5. SLOPES SHALL BE SEEDED IMMEDIATELY PRIOR TO INSTALLATION 4•-0" OF ST'D. EC-3 TYPE 3 MATERIAL. OR SHOULDER A COPY OF THE ORIGINAL SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. BREAK POINT SPECIFICATION ROLLED EROSION CONTROL PRODUCT XV�T REFERENCE SOIL STABILIZATION MAT ROAD AND BRIDGE STANDARDS 244 REVISION DATE SHEET 3 OF 3 606 (PERMANENT SLOPE INSTALLATION) VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 113.05 2016 ROAD & BRIDGE STANDARDS EC-5 SILT BARRIERS TYPICAL DETAIL FOR BRUSH BARRIER (TO BE USED AT ALL APPLICABLE LOCATIONS) TOE 0. FILL ,TOE OF FILL FLOC TRFNf.Hy TRENCH - PROVIDE SUITABLE TOP END E NOT TO EXCEED NOT TO EXCEED I R/W OR EASEMENTS R/W OR EASEMENTS <st_ S IXy XI /lA n ' BRUSH, LIMBS, ROOT MAT AND UNMERCRCHARTMLE TIMBER SECTION A -A GEOTEXTILE FABRIC 4 TRENCH TIES OR STAPLES BRUSH BACK ISOMETRIC TO BE OVERLAPPED 6" NOTES: 3tO + I. BRUSH BARRIERS SHALL BE CONSTRUCTED AT LOCATION SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. BRUSH SHALL BE PILED AGAINST EXISTING BRUS H TREES TO PREVENT MOVEMENT OF BARRIER. BRUSH SHALL BE PILED AS TIGHTLY THOROUGHLY AS POSSIBLE AND WEIGHTED DOWN BY UNMEROHANTANTABLE LOGS. COMPACTED BACKFILL 2.GEOTE%TILE FABRIC CONFORMING TO THE ROAD AND BRIDGE SPECIFICATIONS SHALL BE INSTALLED AS DETAILED ABOVE. GEOTEXTILE FABRIC MAY &SO BE ATTACHED TO EXISTING FENCES WHEN SPECIFIED ON THE PLANS OR DIRECTED TRENCH APPROXIMATELY EMBED APPROXIMATELY B" OF BY THE ENGINEER. 4" DEEP % 4" WIDE GEOTE%TILE FABRIC IN TRENCH 3. NO BRUSH WILL BE DESTROYED OR REMOVED FROM THE PROJECT UNTIL ALL BRUSH SILT BARRIERS ARE IN PLACE AND HAVE BEEN INSPECTED AND APPROVED BY THE ENGINEER. FRONT ISOMETRIC COMENSIONS SHOWN ME APPROXIMATE ONLY. `�/E)OT A COPY OF THE ORGINX SEXED AND SIGNED DRAWING 6 ON FILE IN THE CENTRAL OFFICE. SPECIFICATION TEMPORARY SILT BARRIERS REFERENCE ROAD AND BRIDGE STANDARDS SHEET 2 OF 2 2. REVISION DATE BRUSH BARRIER 10T 713.78 04/I9 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 2016 ROAD & BRIDGE STANDARDS LV IV RVMV R GRIWCJIMIYVMR VJ EC-6 AST CURB INLET - Opi _- - SEGMENT RETENTION ROLL MINIMUM 8" DIAMETER b L-J FOR ANCHORING REQUIREMENTS % �(" MESH (SEE NOTE ZI +� HARDWARE CLOTH GRAVEL FILTER CONCRETE BLOCK #3 COARSE AGGREGATE 24"MIN. PAST A� SLOT OPENING 24 SL RUNOFF OVERFLOW WATER WITH CURB INLETS WITHOUT GRATE SEDIMENTFILTERED WATER S USING SEDIMENT RETENTION ROLL IIIII 4 B-*T TION - MINIMUM B'R DIAMETER RO SEDIM MIT =_III (1 ') 'lllll=III" )III x , i,.. %% MESH ` •� - - HA M CLOTH `CURB INLET ROXKEEP WORONTBLOCNS IN PLACE) CONCRETE GUTTER (TYPICAL) SECTION VIEW FOR ANCHORING REQUREMENTS (SEE NOTE T) I SPECIFIC APPLICATION II�'tl I��L--.{I THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB 24" MIN. PAST B� 24" MIN. PAST INLETS WHERE M OVERFLOW CAPABILITY IS NECESSARY SLOT OPENING SLOT OPENING TO PREVENT EXCESSIVE BONDING IN FRONT OF THE STRUCTURE. CURB INLETS WITH GRATE INLET PROTECTION (TYPE B) USING SEDIMENT RETENTION ROLL NOTES: CONTRACTOR IS RESPONSIBLE FOR 1. INLET PROTECTION USING SEDIMENT RETENTION ROLLS SHALL MAINTAINING THE POSITION OF THE SEDIMENT RETENTION ROLL AROUND CONSTRUCTED WITH COMPOST FILTER SOCKS OR SEDIMENT TUBES. B THE GRATE. �ta- 2. ONLY SEDIMENT RETENTION ROLL PRODUCTS WITH A MINIMUM B" DIAMETER LISTED ON THE VDOT APPROVED PRODUCTS LIST MAY SEDIMENT RETENTION ROLL BE USED FOR TYPE B INLET PROTECTION. MINIMUM 8" DIAMETER 3. SEGMENT SHALL BE REMOVED FROM INLET PROTECTION WHEN IT HAS ACCUMULATED TO ONE- HALF THE EXPOSED HEIGHT OF THE STRUCTURE AND PAD FOR AS SEDIMENT REMOVAL PER CUBIC YARD. 4. STACKING SEDIMENT RETENTION ROLLS TO MEET THE REQUIRED INLET PROTECTION HEIGHT IS NOT PERMITTED. 5. SEDMENT RETENTION ROLLS MD STAKES USED FOR INLET PROTECTION APPLICATIONS SHALL BE REMOVED AFTER STABILIZATION IS COMPLETE. 6. GEOTE%TILE PRODUCTS DESIGNED TO BE INSERTED INTO OR ANCHOREDTO GRATES OR SLOTS OF CURB INLETS. AND ME FOUND ON VDOTS EC-6 SECTION A -A APPROVED PRODUCTS LIST, MAY BE SUBSTITUTED FOR THE DROP INLET PROTECTIONI�--7�{ DEVICES DETAILED IN THIS STANDARD. SECTION B-B T. SEDIMENT RETENTION ROLL WILL BE ANCHORED WITH A 50 POUND SANDBAR INLET PROTECTION (TYPE B) ON EACH ENO OR IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. CURB INLETS USING SEDIMENT RETENTION ROLL INLET PROTECTION (TYPE B), ITEM CODE 27461 EACH �V[)= A COPY OF THE ORIGIN& SE&ED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, SPECIFICATION ROAD AND BRIDGE STANDARDS INLET PROTECTION REFERENCE (TYPE B) 242 107 SHEET 2 OF 3 REVISION DATE 242 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 244 3.10 303 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS EC-9 21 r-aRDILaED (OPTDNAU / COIPACM SOIL TEMPORARY DIVERSION DIKE NOTE: 1. THE CHANNEL CREATED BEHIND THE DIKE SHALE. HAVE A POI GRADE TO A STABILIZED OUTLET. THE CHANNEL SHALL BE STABILIZED, AS NECESSARY, TO PREVENT EROSION. 2. TEMPORARY DIVERSION DIKE WILL BE MEASURED AND PAD FOR IN ACCORDANCE WITH SECTION 303 OF THE SPECIFICATIONS. TEMPORARY DIVERSION DIKE D ROAD AD BRDGE STARIADS 303 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 11313 EC-6 ROAD AND BRIDGE STANDARDS SHEET 3 OF 3 REVISION DATE 113.10A 04/19 2016 ROAD & BRIDGE STANDARDS TYPICAL DETAIL FOR INSTALLATION OF TEMPORARY SILT FENCE/CHECK DAM AT CULVERT TOE Oi FILL FLOW + FLOW CHECK DMA wl CHECK -AM 3 NOTES: J 1. FOR FILL HEIGHT OF 20.OR LESS. TYPE A SILT FENCE MAY BE USED. FOR FILL HEIGHT GREATER THAN 20'. TYPE B SET FENCE IS REQUIRED. 2. ROCK CHECK DNA IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND STANDARD EC-4 OR EC-16 AS DETERMINED BY THE ENGINEER. 3. SILT FENCE IS TO BE INSTALLED N ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND STANDARD EC-5. x INSTALLATION DETAIL ONLY - ROCK CHECK DAMS AND SILT FENCE TO BE PAID FOR IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. INLET PROTECTION (TYPE C) VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDAF STATE _. SHEET ROUTE PROJECT VA 20 RECR-002-017 12C(2A DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY CONSTR. PANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-017 2C(2) D' PROJECT MAN AGER--STEVL--LOFFMANN 434B72 45n1 SURVEYED BY, DATE T/M IONS-GBOUP, /0/ 4/2022 DESIGN SUPERVISED BY 'RAIG KRIIPP, BE LKIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSOLL=S SUBSURFACE UTILITY BY, DATE—ACCUMAaL-101131 22 UIIIty Owners T��communications: Water & Sewer: Edward Tilton No owner listed in VA811 Edward.Tilton@kci.com Century Link (level 3)(Owest)-Lumen - Electric: Tulsa, OK Dominion Energy(DOM) Leslie Dingman 70/ E Cary St LeSlle.Dlnaman@lumen.Com Richmond, VA 23219 relocations@lumen.com Jeremy Brown relocations@brightspeed.com Gas: No owner listed in VA811 =j 11 I G IPF@ — 1 urn D s i Curve DEL7 D_ L= R = PC PCC V = e = Normal Crown Curve P/ = DEL7 D = T = L = R = PCC PC = V = e= PROP. PERM. DRAIN. EASEMENT I I L. PROP. R/W 65(6'BOX CULVERT INV.=455j7' T EXIST. R/W PROP. R/W '9soy\ � q<r uwnv F nvv. nwn—vvc V 1 . nn—cv i - STA. 100+45.60 ROUTE 20 CONSTIR \ \ HEADWALL & WING WALLS \ \ Q BEGIN PRC /00 STA \ \ VA. ROUTE 20 ` /0/ ED \ \ SCOTTSVIL E ROAD l02 BRJ ROUTE 20 CONSTR. Q (80' WIDTH PU LIC R/W) FO FO FO ` ` VDOT PROJ. NO. 0020-002-0002802-01 FO O FO \ F0 FO /03 1 Richmond, Virginia HYDRAULIC ENGINEER oo/ TMP 90-6D COMMONWEALTH OF V/RG/N/A DEPT OF CONSERVAT/ON & RECREAT/ON PROP. RiwDB. 3835, PG. 706 891 ACRES 0 0 0 0 0 N U O h w w wN zw J Uj X ti Z --- EXIST. R/W ` 34.12, N41°5938'E m FO 6— BOXCULVERT N44 5123'E FO 100 12 INV.=456.55' � N41 °5938'E 100.00' N39°07'S4'E 100.12' N41 °5938'E R=914.93' EXIST. R/W 84.76' L=8.19' T=4.09' Q, �o A=003046" CB=S41 °44'15"W c=8.19' SATERNOS, CHR/ST/NA BEAGLE -4-Q o DB. 4278, PG. 157 O LEGEND PROPOSED PAVEMENT "�:•� _ �� PROPOSED CONCRETE a MILL AND OVERLAY/BUILD UP I� DEMOLITION OF PAVEMENT PROPOSED DITCH DENOTES CONSTRUCTION LIMITS IN CUTS E77— DENOTES CONSTRUCTION LIMITS IN FILLS NOTE: DOT — DOT — DASHED LINES DENOTE TEMPORARY EASEMENTS. NOTE: DOT — DASHED LINES DENOTE PERMANENT EASEMENTS. Q STD. CG-6 REQ'D. 0 EXIST. PIPE TO BE ABANDONED 0 EXISTING UTILITY POLE TO BE REMOVED BY UTILITY OWNER 4 ADJUST EXIST. UTILITY TO PROPOSED GRADE 5 EXISTING UTILITY TO BE RELOCATED Q EXIST. PIPE TO BE CLEANED OUT Q STD. UD-4 UNDERDRAIN REQ'D. 0 EXIST. PIPE TO BE REMOVED A STD. EW-12 END WALL REQ'D. STATE " T:'77 SHEET ROUTE PROJECT VA 120 I RECR-002-017 13 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Richmond, Virginia ROADWAY ENGINEER 0 0 0 PROP. PERM. VDOT O UTILITY EASEMENT PROP. R/W o Q) \x\ 5 X _ _ 4 � _ _ r-Z \ v OHT OHT — —X Q OHT— nu�. 360 FT SHOULDER TRANSITION T N �,I FO—�-FO—�FO� R=5689.58' L=413.76' T 206.97' / A=4°1000" EXIST. R/W J CB=S44°0438"W C=413.67' OHP 20 Y j REFERENCES (PROFILES, DETAIL & DRAINAI DESCRIPTION SHEETS, ET SURVEY ALIGNMENT DATA CONSTRUCT/ON ALIGNMENT DATA ROADWAY PROF/LE PHASE / E&S PHASE ll E&S DRAINAGE DESCRIPTIONS STORM SEWER PROFILES SIGNING AND MARKING PLAN o OHP F2322 S SO46 O CONSTRe PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° PROJECT SHEET NO. RECR-002-017 3 DESIGN SUPERVISED BY —LaAIG •: iI' DESIGN H R O 0 c 0 o 5 ' � O s W Q- E W HORIZ: a 25' 0 0 lk REPRESENTS THE BEST FIT VERTICAL '' ALIGNMENT FOR INFORMATION ONLY ROADWAY REVISED STATE STATE ROUTE PROJECT VA 20 RECR-002-017 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY 00 I� O M O O O m O O d 0, d ^ 00 M 0,rn � Lo 00 to M M to 00 n n O (O 0,2 to t0 rn 0) 0, 0) M M rn � � to c � n n O O O rn of O O O t0 N M 4 to r 00 O O to � � t7 M 4'* to to n n 00 00 of 0) O O to � OO 00 Oo 00 00 00 00 00 00 00 00 00 0000 00 00 to 0) 101 +00 102+00 103+00 104+00 105+00 106+00 RW PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. W.'s THESE AND ANY PLANS ARE TYPE NOT OF ARE TO CONSTRUCTION, UNFINISHED BE USED FOR PROJECT SHEET NO. RECR-002-017 3A ,1 1 30 >I o, s i PROJECT MAN AGER__STEVL__LOFFMANN 434B7245Q1 SURVEYED BY, DATE T/M IONS-G&OUP, /0/04/2022 DESIGN SUPERVISED BY 'RAIG KRlIPP, Pf 1XlMLEY-H RN) DESIGN BY --UMLEY-H RN-_&ASSOLL=S SUBSURFACE UTILITY BY, DATE—ACCUMAaL_10/1312Q22 EROSION & SEDIMENT CONTROL - PHASE / " T:'7 PROJECT VA 120 I RECR-002-017 11 1\ _ \ \ \ \ \ \ \ \ \ \\ \ PROS R/lN<\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DESIGN FEATURES RELATING TO CONSTRUCTION \ \ \\ \ \ \ I —1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ \) I I l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ OR TO REGULATION AND CONTROL OF TRAFFIC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ MAY BE SUBJECT TO CHANGE AS DEEMED \ \ \\ \\ \ ) \ \\ \ \ 1 1 1 II I \ \ \ \ \ \ \\ \ \ \\ \ \\ \ \ \ \ \\ \\ \\ \\ \ \ \\ \\ \\\ NECESSARY BY THE CITY Kimley-Horn & Associates, Inc. Richmond, Virginia HYDRAULIC ENGINEER \\ \ 1 I \ \ \ \ \ \ \ \ \ \ 1 , \\\ \o �\\\\ 4'\ \\ \\\\ \ \ \�\ // \ � 1 \ \\ \\ PIPOP.\ P M. \ \ 1 III 1 / II I I — _ \ \ \\ \DR)KN. \E,-A E/AjENT ) // / // // TMP190-6D 1 \ / / / / / 11 I I I \N\ \ �\ / `` _` \ ) I I 1 \ ` , \ \ / / / / / / / / / / / / / / / / / / /OM�IONbVEAL T OF V,RG/I1l�A D PT OF / I / < CONSERVAT/ON & RECjrtEA lON / /l DE. 3835 IPG. 796 �PROI . R/W,/ 891 ACRES I I I I \\ SHEET al —PR6f.—R/ a Icli \ \ \ \ \ \ PROP. `P RM. �f OT\ \ \ _ _ — /��\� \ \ \ \ \ \ \ \ \ \ \ \ o \ \ \ \ \ \ \ \ dT11/TY E�fS;MEN' \ I II /\\\�/ I 1 \ \—\ \ \ \ I I /�� \\ \ \\ \ \\ \\ \\ \\ w \\ \\\ \ \\ \\\ \\\ \\\ \ \\ \\\ \\\ O I \ \ \ \ Lu z�\z I IPFi\'\\\ — — — —— — ——\ \ \\ /PWO f'x6' BOX CUL l/ERT— HT \ bC=4557 ca 14 EXIST R/W �33909f8 \ LA EXIS \A3 50 \ / \ \\ \\�� \X \ \\ QD\ \\ LO }L06-\ Z OHT ��\—\X�_ \\ \ \\ \ \\ \ Q) v l0/ VA. ROUTE,2() / ----- _— \ -- scow v / /aF PA I/ MEIN \ \ _ _ — — RC9= — \ \ OHT —\\ \ Sao wID E ROAD lOZ' BRJ ROUTE/ 20 CONST/ . Q l — \ \ \ \ \ �� °H - FO / = — FO— FO-- FO — — VDOT PROJ. NO. 00 - 00_ 28F0_2 -_\ \ I\ I 2 �0 \ I Q REFERENCES — A, TCMLINE --------�—____-- _- (PROFILES, DETAIL & DRANAG 34 DESCRIPTION SHEETS, ETCJ ro4 sr \ \ \\` ' sXs aox cuL vERT _�Fo \ \ Fo \ \ \ \ \ \ \ \ \ \ SURVEY ALIGNMENT DATA ID 23'E 100. 12' — -JN.=456.59 — — — — — — _ \\\ — — \ \ \ — \ \ �\ N41 °5938'E \\ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ "� CONSTRUCTION ALIGNMENT lE —\ \ \ \ \ \ o \�� \ �� DATA 100.00' \ \ \ \ \ \ \ — — — ROADWAY PLAN 3 N39°0754'E 100.12' \ \ \ \ \ \ \N41 59U8 \ Exisr. R/W E\ 84.76< \ \ \ \ _ — — — _ — — — — — — — , — — ROADWAY PROFILE 3A EROSION AND SEDIMENT CONTROL LEGEND \` ;\\�\; ---___ — PHASE 11 E&S 3c DRAINAGE DESCRIPTIONS 70) STORM SEWER PROFILES 7(2) max— TSF-A Denotes Temporary Silt Fence, St'd T ZOs.97' �\ \\� \ SIGNING AND MARKING PLAN 8(3) 0 TMP 90-17B a=4°l000" \ \ TSF-B EC-5 Type A or B Q SATERNOS, CHR/ST/NA BEAGLE ce=s44°o438„I,I, EXIST 13 C=413.67' OHP �o DB. 4278, PG. 157 —OHP F2322 OFiP Q RCD-1 Denotes Rock Check Dam, Type I: St'd EC-4 0 o soa6 Q RCD 2 Denotes Rock Check Dam, Type II, St d EC-4 Denotes Culvert Inlet Protection, Type C; St'd EC-6 5 IPA Denotes Inlet Protection, Type A; St'd EC-6 8 IP-6 Denotes Inlet Protection, TviDe B: St'd EC-6 DD Denotes Temporary Diversion Dike, St'd EC-9 S LOD LOD Denotes Limits of Disturbance 9 JL,uiv,�D i ne rLHivD � THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° UKAFHIU Jl%ALL IN rLLI PROJECT SHEET NO. o 1?.s ?s so RECR-002-017 3B ss PROJECT MAN AGER--STEVL--LOFFMANN 434B7245Q1 SURVEYED BY, DATE T/M IONS—GBOUP, /0/04/2022 DESIGN SUPERVISED BY 'RAIG KRlIPP, BE LKIMLEY-H RN) DESIGN �C, N EROSION & SEDIMENT CONTROL - PHASE 11 SUBSURFACE UTILITY BY, DATE—ACCUM68[S,_l0/L3(2Q22 A UTILITY B ATE--ACfUY T'7 6ROUTE PROJECT VA 120 I RECR-002-017 I\ PRO'S R/lN� \ \ \ \ \ \ \ \ DESIGN FEATURES RELATING TO CONSTRUCTION \ \ \ \ OR TO REGULATION AND CONTROL OF TRAFFIC I I \ ` — \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ MAY BE SUBJECT TO CHANGE AS DEEMED I 1 \ \ \ \ \ \ \ \ \ \ \ IIIII \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ NECESSARY BY THE CITY \\Illi�l— \ \\ \\ \\\ \\ \\ \\ \\ \ \\ \\\ \\\ \\\ \ \ \\\ \\\\\\ \\\\ \ \\\\ \\\ \\\ \\\ \ \ \\ \ Kimley-Horn & Associates, Inc. Richmond, Virginia III_--�\ HYDRAULIC ENGINEER \\ \ \ \ \ \ \ \\ \\ \\ \ \If I I I O I \\ \ \\ \ \\\ \ / \ \ ► I I I \ \ \ \ \ \ \ \ \ — \ / I \ / / / y \ \�\ �N — — — — — — - \ \ \ \ \ \DR)VN.�F4 E/tfEIVT 1 \ / / / / / / / / / 1 \N\\ �\\ r `` _�\ /l 1 \\ \\ ^\ \\ \ // �/ // // / // / / / / / / / / // / // i POMTONWEALTH OF VIRGINIA D PT OF / CONSERV/1 T/ON & REC,4EA7/ON < DB. 3835, PG. 796 l\ \\\\\ \ / / / / / 1 � \ 5 / III 1 I \ \ \\ \ \ \ 1 / / / / / // / / / / / / l l l / l l / l /PROF. R/W/ 891 ACRES \ \\ \\ \\ PROP `PERM. -VDOT\ \ UTILITY EAS;JUfEkr \ LLI LLI 1 \ /PF/Zz \ \ \ \ \\ \\\\\\ PROP�71'�kV \ \\ \ \ \\ \ \ x6' BOX CUL VEl�T\ \ \ \ \ \ \ r \ \ BHT / \ \5' \ \ I \ \\\\\\\ \ l 1 G414 EXIST R/W \ 33390918 \\ \\ \\\\\\ \ \\ \ \ \ \ \ QD i�\\ \, Cam\ 7YE�4L�b4/A�L — __------ _ I \ A33 so Xl /�R \ \ \ \ �k LOD\ LOB — \\Lod I\ _ \ /0/ VA. ROUTE-20 ,-------_----/ &5-0QFPAV \ \ \ SCOTTS E ROAD BR, ROUTF//20 CONST _ (80' WID PU LIC R FO / F0 / _ FO \ \ — — FO VDOT PROJ. NO. 00 \ \ - 02-0002802-07 j��— _----------- ----- — FO — _ \ \\ A�&TCOMM.LjNE \ 34 1415938'E\� 6k6' BOX CUL VERT — \�\\ — — — — — _ = _ I—N445123 \ \ \-- )� \\ \ —\� \ _ — _�—\ \ E 100.12'--1N14=45f5----i—�— \ \ \_\\ N41°5938'E 100.00' s N3900754'E 100.12' �N41°5938'E gq.76•\\ \\ \ \\\\\\\ \C EROSION AND SEDIMENT CONTROL LEGEND EXIST.R/W , \\ \\ \\ \\ �X— TSF-A Denotes Temporary Silt Fence: St'd EC-5 Type A or B TMP 90-17B T E Q SATERNOS, CHRISTINA BEAGLE a Z� RCD 1 Denotes Rock Check Dam, Type I : St'd EC-4 Prop. Placement of Protective Covering �o DB. 4278, PG. 157 RCD 2 Denotes Rock Check Dam, Type ll; St'd EC-4 St'd. EC - 2, Typ. I Denotes Culvert Inlet Protection, Type C; St'd EC-6-D--0.75' rop. Std. EC - 2, Typ. I IP-A Denotes Inlet Protection, Type A; St'd EC-6 "Denotes Depth of P e Denotes Inlet Protection, Type B: St'd EC-6 See Plans for Dltch Type Protective Covering DD Denotes Temporary Diversion Dike; St'd EC-9 a LOD LOD Denotes Limits of Disturbance \ \ \\ \ \\ \\ \\ \\\ \ \ \ \ \, \ \\R=5689.58' L=413.76' T=206.97' 4=4'1000" C6=S44°0438"W EXIST. R1W \ \ C=413.67' �OHP-OHP -o �OHP F2322 SO46 W O O O MCali Z V J REFERENCES (PROFILES, DETAIL & DR DESCRIPTION SHEETS, SURVEY ALIGNMENT DATA CONSTRUCTION ALIGNMENT DATA TRAFFIC MANAGEMENT PLAN ROADWAY PLAN ROADWAY PROFILE PHASE I E&S DRAINAGE DESCRIPTIONS STORM SEWER PROFILES SIGNING AND MARKING PLAN CONSTRI. PLANS SHEET 3C ETCJ ID /E THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° IF(l) 3A 3B 7(/) 7(2) 8(3) 9' I'MI ,25LL IN -LL150 PROJECT SHEET NO. RECR-002-017 3C =1 1 >I of6 s i PROJECT MAN AGER--STEVL--LOFFMANN 434B72 45Q1 SURVEYED BY, DATE T/M IONS—GBOUP, /0/04/2022 DESIGN SUPERVISED BY 'RAIG KPU P, BE LKIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSOLL=S SUBSURFACE UTILITY BY, DATE—AOCUMAaL-1011312Q22 T° z VROUTIE VA 1 20 TE atiEET PROJECT RECR-002-017 I 4 Curve BR-3 P1 = 109,93.75 DELTA = 10052'04'(LT) D = 060 44' 27" DESIGN FEATURES RELATING TO CONSTRUCTION T = 128.42' OR TO REGULATION AND CONTROL OF TRAFFIC L = 256.063' MAY BE SUBJECT TO CHANGE AS DEEMED R = 1350' PC = 108,65.33 NECESSARY BY THE CITY PT = HI.21.39 V = 60 MPH e = 7.90% Kimley-Horn & Associates, Inc. Kimley-Horn & Associates, Inc. Richmond, Virginia Richmond, Virginia HYDRAULIC ENGINEER ROADWAY ENGINEER TMP 90-6D COMMONWEALTH OF VIRGINIA DEPT OF CONSERVATION & RECREATION DB. 38357 PG. 706 891 ACRES 20 Y PROP. PERM. VDOT I UTILITY EASEMENT PROP. R/W PROP. BERM. SEE ---------- CROSS SECTIONS FOR DETAILS 9 237 � 0/17 5 OfIT VDOT (� o r— —� MON I G4 f0 O 360 FT SHOULDER TRA/ys/T/ON Q� • %� W 11151111111, 11 lIilljll!llllll-- _ e EXIST R/W N T&TCOMM. LINE VDOT PR BLICR/Wj / NO. — 002 FO 0-002-000 2802.01 FO FO 0 P — FO � Z OHP—OHP EDGEOOFPAVEMEArT , HP — \ FO OHP MAINS OFHE AVW 0 S46 0938"W A 0 = EXIST. R/W 28.67' 15"RCP IRF v TMP 90-17B SATERNOS, CHRISTINA BEAGLE DB. 4278, PG. 157 LEGEND PROPOSED PAVEMENT � PROPOSED CONCRETE F7 7-77 MILL AND OVERLAY/BUILD UP a I� DEMOLITION OF PAVEMENT PROPOSED DITCH DENOTES CONSTRUCTION LIMITS IN CUTS E77— DENOTES CONSTRUCTION LIMITS IN FILLS NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. Qj STD. CG-6 REQ'D. Ln PROP. PERM. VDOT UTILITY W & DOMINION EASEMENT - � PROP. R/W W 7.1 TONS CLASS I DRY RIP RAP REQ D. i 4 � i 5 An "® V//g .0 TONS STD. EC-1 REQ'D. CLASS I _TYPE A INSTALLATION L A FO FO FO � FO N46° — FO 0938— x— FO FO FO VDOT T M TMP 90-18� GEBHARD, MARK J. & L YNNE E. BEAGLE/ j w DB. 2948, PG. 551 N o co '� P / ti 0 EXIST. PIPE TO BE ABANDONED 0 EXISTING UTILITY POLE TO BE REMOVED BY UTILITY OWNER 4 ADJUST EXIST. UTILITY TO PROPOSED GRADE 5 EXISTING UTILITY TO BE RELOCATED Q EXIST. PIPE TO BE CLEANED OUT Q STD. UD-4 UNDERDRAIN REQ'D. 0 EXIST. PIPE TO BE REMOVED A STD. EW-12 END WALL REQ'D. R=544.41' 90 L=114.23' T=57.33' A=12001210 CB=N4000757'E C=114.02' EXIST. R/W EXIST. R/W FO FO G4 5 � \ —OHF BE REMOVED FO FO �— FO I — — O 0 y Co 24" C N R/W'NINV.=2f95 0 //QJ4 V z /j C) LQ FO OHT - I— 3.0 TONS STD. EC-1 REQ'D. CLASS 1 TYPE A INSTALLATION NOTE: CONTRACTOR SHALL CONTACT AT&T PRIOR TO INSTALLING GUARDRAIL AT APPROX. STA. 115.25 (RT) REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ SURVEY ALIGNMENT DATA ID CONSTRUCTION ALIGNMENT DATA 1E ROADWAY PROFILE 4A PHASE I E&S 4B PHASE 11 E&S 4C DRAINAGE DESCRIPTIONS 7(/) STORM SEWER PROFILES 72 SIGNING AND MARKING PLAN 8(4. 24" CMP INV.=491.75' CONSTRe PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° UNAF'HI; JI:ALL IN rLLI PROJECT SHEET NO. 0 t?.s 25 50 RECR-002-017 4 DESIGN SUPERVISED BY -LaAIG •: iI' DESIGN H R O 0 c 0 lk REPRESENTS THE BEST FIT VERTICAL '' ALIGNMENT FOR INFORMATION ONLY ROADWAY REVISED STATE STATE ROUTE PROJECT VA 20 RECR-002-017 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY ELM u o Q- v Q- r- r- qtM NN 000 0 0 0 00 00 N �00 04 0 N� �� �� 00 �� 0^ N — r,0 N ON 000 HE E PLANS RE UNFINISHED 5 Ul ? NN UD M W 00 OO N N V) (O 0O NN cD 0O MM 0000 OO ^n MN O O I� co O n 0 ~ O O NN NN � � �� �� �� �� �� �� �� (6(0 (6(D � r �� c6� �°' o 0 o� �� ND ARE NI NOT TO BE USED OR Q 0 0 00 00 00 0 0 00 Q�0 0) 0 0 00 0� 00 0 0� 00 0� O O 00 00 00 O O OO 00 OO O O s W Q- NY TYPE ONSTRUCTION W " 106+00 107+00 108+00 109+00 110+00 111+00 112+0 E HORIZ: o 0 ' 25' PROJECT SHEET N0. RECR-002-017 4A _ — ALMLMAKLL UIT UN—UALL\44-BISCUITQy0u =1 1 30 1 nI >I of6 i PROJECT MAN AGER--STEVL--LOFFMANN 434B7245Q1 SURVEYED BY, DATE T/M IONS—GBOUP, /0/04/2022 DESIGN SUPERVISED BY 'RAIG KP11 P, BE LKIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSOLL=S SUBSURFACE UTILITY BY, DATE—ACCUMAB[S,_10/13(2Q22 1411 336 Q Z \ EROSION & SEDIMENT CONTROL - PHASE I Richmond, Virginia HYDRAULIC ENGINEER T'7 ROUTE VA 1 20 SHEET PROJECT RECR-002-017 I 4B DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY 10 N, 1� — I / / /I / / / / / / / / / /// Q C�OMMt7�V�(VB I I��I�V r'/�/�{ ,4'TI \&1/"EATI% N Ln ------------ 1GDOf W // / / / / / 1 \ \ ` \ \ \ \ ` \ ` \ \ \ \ \� ��� �� �� /// / \ \ UTILITY €A5EMYEN \\ \\ \ // / /LLJ Ile (n / \ \ DO / / // \ 1 1 ( \�-\ \ \ _ _ ,LOD \ 1 1 1 I I I\\ \ DID kRDP.IP RME t� IT UT \ \ \\ \ \ SpMNV13� CA \ \ \ \ \ _ _ —PROP—. R/W 37 _� _ ----��RCD-1 LOD \ \ -� \ \ / DD D9 oHr / / / / RCD-1 OHT P CE OU \ �\ _`\ `—��_''�%ij EXIST. z—k6Slas OP_— _ VD VAiR 7OH � SAD OMON R/W'�'INV49 & U T&T CnN . LINE Vb0TPROJ. NO. 002 -0 / _ — — — _ — P \ \ Q\ \ \ \ \ \ \ \ \ _ €XIST. RIW _ _ _ — _ _ /� / i' HEAD WA Q o-ooz- _ — — — —_ _ _ _ _ p 000 8Qz-01 \ lOC7 ----_ HP 44035'55 _+� ------ __ —= --fill`-- _ =1 Hp- 7 EXIST.R1W --_� \— —IRE _ �� ` \-' — Fb�i'/_----- \NV B �B'B_E \� �F-9 \\ \\\\\\\ FO _ —_ O—_�"0—/� /ii$�—�U_— OHT TMP 90-17B VDOTT A263, SATERNOS, CHRISTINA BEAGLE TMP 90-18 � a R=544.41' T e GEBHARD MARK J. & LYNNE E. BEAGLE P90 L=114.23' Q DB. 4278, PG. 157 W DB. 2948, PG. 551 /N o A=1230 21" M t CB=N4000757'E C=114. � / EXXIST. R/W EROSION AND SEDIMENT CONTROL LEGEND max— ED Denotes Temporary Silt Fence, St'd TSF-B EC-5 Type A or B Z�, RCD 1 Denotes Rock Check Dam, Type I; St'd EC-4 Denotes Rock Check Dam, Type II; St'd EC-4 5 ONciP Denotes Culvert Inlet Protection, Type C; St'd EC-6 a IP-A Denotes Inlet Protection, Type A; St'd EC-6 P e Denotes Inlet Protection, Type B; St'd EC-6 S DD Denotes Temporary Diversion Dike, St'd EC-9 LOD LOD Denotes Limits of Disturbance REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ SURVEY ALIGNMENT DATA ID CONSTRUCTION ALIGNMENT lE DATA ROADWAY PLAN 4 ROADWAY PROFILE 4A PHASE H E&S 4C DRAINAGE DESCRIPTIONS 7(I) STORM SEWER PROFILES 7(2) SIGNING AND MARKING PLAN 8(4) J� V , !O — — Z _CFO—�A -OHT J 24 "CMP INV.=491.75' KdNSTR. PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° 12.5 PROJECT SHEET NO. RECR-002-017 4B s PROJECT MAN AGER--STEVL—ZiOFFMANN 434B7245Q1 REV �� STATE .'lf:...`�z. SHEET P SURVEYED BY, DATE T/M IONS—GBOUP, /0/04/2022 ROUTE PROJECT DESIGN SUPERVISED BY 'RAIG KP11 P, BE LKIMLEY-H RN) DESIGN A �C, UTILITY B N ATE--ACfUY EROSION & SEDIMENT CONTROL — PHASE 11 SUBSURFACE UTILITY BY, DATE—A�CUM68[S,_l0/%3/2Q22 `/A 'ZQ RECR-002-0/7 4C TMP 90-17B SATERNOS, CHRIST/NA BEAGLE DB. 4278, PG. 157 EROSION AND SEDIMENT CONTROL LEGEND rX— TSF-A Denotes Temporary Silt Fence: St'd TSF-B EC-5 Type A or B Q RCD 1 Denotes Rock Check Dam, Type I: St'd EC-4 _ RCD-2 Denotes Rock Check Dam, Type II; St'd EC-4 Denotes Culvert Inlet Protection, Type C; St'd EC-6 IP-A Denotes Inlet Protection, Type A; St'd EC-6 P e Denotes Inlet Protection, Type B: St'd EC-6 �— oo Denotes Temporary Diversion Dike; St'd EC-9 LOD Loo Denotes Limits of Disturbance m a TMP 90-18 GEBHARD, MARK J. & L YNNE E. BEAGLE DB. 29487 PG. 551 z Prop. Placement of Protective Covering St'd. EC - 2, Typ. 1 See Plans for Ditch Type Sfd. EC - 2, Typ. l xDenotes Depth of Protective Covering VDOT 7 T=57.33' A=1200121 " C8=N40W'57 E C=114.02' EXIST. R/W Richmond, Virginia HYDRAULIC ENGINEER Kt- tt- Kt- N(;ts (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ SURVEY ALIGNMENT DATA ID CONSTRUCTION ALIGNMENT IE DATA TRAFFIC MANAGEMENT PLAN IF(l) ROADWAY PLAN 4 ROADWAY PROFILE 4A PHASE I E&S 4B DRAINAGE DESCRIPTIONS 7(I) STORM SEWER PROFILES 7(2) SIGNING AND MARKING PLAN 8(4) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Q CONSTRe PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° UNAF'r1IU JI:ALt IN rttl PROJECT SHEET NO. 0 12.5 25 50 RECR-002-0/7 4C D 1 :■ 1 >I of6 i PROJECT MAN AGER--STEVL--LOFFMANN 434B7245Q1 SURVEYED BY, DATE T/M IONS—GBOUP, /0/04/2022 DESIGN SUPERVISED BY 'RAIG KPU P, BE LKIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSOLL=S SUBSURFACE UTILITY BY, DATE—ACCUMAaL-101131 22 Curve BR-4 PI = 114.67.59 DELTA = 04°25'08'(RT) D = 06' 44' 27' T = 116.20' L = 232.2-c R = 3012' PC = 113.51.39 PT = 115.83.68 V = 60 MPH e = 5.00% -T- y / )NS TRY RAP REQ'D. k— ___ _— FO FO � N 4°00'09"E 200' LT. TURN LANE TAPER e LEGEND PROPOSED PAVEMENT "�:•� _ �� PROPOSED CONCRETE a MILL AND OVERLAY/BUILD UP I� DEMOLITION OF PAVEMENT j j PROP R/W MATCHLINE - WPO-202300009 PROP. PERM. VDOT UTILITY (SEE SHEET C-621) & DOMINION EASEMENT -... r. 6ROUTIE VA 1 20 TE S E_T PROJECT RECR-002-017 1 5 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Richmond, Virginia Richmond, Virginia HYDRAULIC ENGINEER ROADWAY ENGINEER 0 o TMP 90-6D w -' COMMONWEALTH OF VIRGINIA DEPT OF Z- p CONSERVATION & RECREATION i\\ o z o 0 2 DB. 3835, PG. 706 \ w 891 ACRES Q-�t QD / \ _ . _ ............... — . — . — .- IL. — . — . — . — . — . — . —\. —OH P/l 5 / OH PIT PROP. R/W <23-6 OH P!r — P/f X / / —OH —nHP/f i v „--- OH Pfl ���P/r2 19.0 TONS p� 24"CMP CLASS I DRY RIP RAP REQ'D. v /NV.=510.99' _ — — — EXIST. R/W C r'� �X EXIS R/W oH 3LASS I STD. OH P/� PC: 0' 250' RT. TURN h'sO<. /� _— �x LANE STORAGE. J_\ �/f A INSTALLATION .. _�� ".� .. F " 7L _ ' _)HP—OHP —OHP I"�� _ X .': {r.'.' \3}� 1 / i \ ninini �✓ L� ( n EDGE OF PAVEMENT FO (QLC) E01 (p C) GUARDRAIL FO FO 200' LT. TURN LANE TAPER (~i) 0�( FO F0 FO FO FO FO STD. GR-MGS2 REO'D. FO FO lRF STD. GR-MGSI REO'D. i i STD. GR-MGSI REO'D. Z RN S5600433 E J 3 7.44' 15.50, 24 24"MP C72' lRF INVX 30 U EXIST R/W N414746'E 208.41' Q lRF N37040'56"E 167.02' EXIST. R/W TMP 90-18 GEBHARD, MARK J. & L YNNE E. BEEGLE DB. 2948, PG. 551 PROPOSED DITCH DENOTES CONSTRUCTION LIMITS IN CUTS [F7— DENOTES CONSTRUCTION LIMITS IN FILLS NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. Q1 STD. CG-6 REQ'D. 0 EXIST. PIPE TO BE ABANDONED 0 EXISTING UTILITY POLE TO BE REMOVED BY UTILITY OWNER 4 ADJUST EXIST. UTILITY TO PROPOSED GRADE 5 EXISTING UTILITY TO BE RELOCATED Q EXIST. PIPE TO BE CLEANED OUT Q STD. UD-4 UNDERDRAIN REQ'D. 0 EXIST. PIPE TO BE REMOVED A STD. EW-12 END WALL REQ'D. TMP 90-18 GEBHARD, MARK J. & L YNNE E. BEEGLE DB. 2948, PG. 551 REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ SURVEY ALIGNMENT DATA ID CONSTRUCTION ALIGNMENT DATA 1E ROADWAY PROFILE 5A PHASE I E&S 5B PHASE // E&S 5C ENTRANCE PROFILE 5D INTERSECTION SIGHT DISTANCE 5E DRAINAGE DESCRIPTIONS 76) STORM SEWER PROFILES 72 SIGNING AND MARKING PLAN 8(5 0D 0 w M 20 Y CONSTRe PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° GRAPHIC SCALE IN FEET I PROJECT SHEET NO. 12.5 25 50 RECR-002-017 5 LEVELS BASED ON NAVD88 u i lk REPRESENTS THE BEST FIT VERTICAL '' ALIGNMENT FOR INFORMATION ONLY ROADWAY ENGINEER REVISED STATE STATE ROUTE PROJECT 20 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY d Q- Q- O 00 00 N n c0 O (D O N O N c0 00 CD cD r O n 00 c0 M I� r- 0) co N (0 O N n O O N N N 00 0) M M O LoO � 0) n00 00m Lo cD O N00 c0 �"� Mao O M O� O)� 00N n O �� NN O� 00 M ISO �0) N't 0) 0) Lo LoLo I 1 c0t0 N r'0 M A n CO I� 00 00 O O O N r M r7 Lo A 00 O) 4N ui k O O OO OO OO O O OO O _ N N N N N N N N N N N N N N N N N N N N to to U) Lo W ul W) Lo Lo to to Lo Lo to Lo Lo to to W) U W) to 0 0 to Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo W Ln Q- W11 112+00 113+00 114+00 115+00 116+00 117+00 118+00 HORIZ: 25' PROJECT 6� SHEET NO. 5A =j 1 :■ 1 s �I D PROJECT MAN AGER--STEVL--LCFFMANN 434B7245Q1 SURVEYED BY, DATE T/M IONS—GBOUP, /0/04/2022 DESIGN SUPERVISED BY 'RAIG KP11 P, Pf 1XlMLEY1i0RN) DESIGN BY --UMLEY-H RN--&ASSOLL=S SUBSURFACE UTILITY BY, DATE—ACCUMAaL-10/1312Q22 EROSION & SEDIMENT CONTROL - PHASE I T'7z ROUTE VA 1 20 SHEET PROJECT RECR-002-0/7 I 5B DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Richmond, Virginia HYDRAULIC ENGINEER It / —Z �% H PAr 0 \ / / / I 1�I I- IRO . PEIRM. t�D � UTILP Y I = _ � / _ _ _ _ — — — — — � / PfiO� �/W A43 OH P/rf \ \\ \\ \ OMINIbN E. S�MLzNT/ LOD P / =x CQ m PLOP/ R/f �D — — — TA —oH / / / / / v 24"AMP \__ _ ------ 0"L _ _ �� // / � ����� / INVr510.99 \� \ \ pQ \ �I LLI / / / / \ \ \ I �/I� I I \ \ \ \ \ T R/I l/ \ _ — — — OH P C'�� i �/ i / 'ClST.'w / / /LQ co / r�l I I I I I I I I I l \ \ \ _ — \ — nt+ Prr =� -PE -Gi_ A _lRF Lll Lij V� �� �\ \ I I I I \ I I III li l._OHP HP \ \— o-------- —x"� _ — — — — — — ----------HEADyJ/�1 \ \ 1 HP OHX_ i \ \ \ �S --- — chi o ed \ —' I I I I \ \ \ \ \ \\ — _-_ — = X _—_—_=< ____� _= _ ____�— — = s — _ �-E-2U NST_R. \� \ \ \` I I fi \ EX/S`_ _ \_ — _ _ _ _�� —i— -- i' ���i� / /GRAVEL--- �I\ \lRF \ \_ \___ — __—_—__#_ — _ Ln N — 1 \�_ \\ I I41 ) l ----- ��\ ��'�/ / GE OF ,Al7EMENT �/ G' 117 / I //B F0 (OlC) \ \ I I — — — — _ 1 \ \ I ��'� SCqaTc LLEOAd (oLc) N I\ \ —\FO (OL \ \ -p3304 'S2'� / O / / \ \ \ \ \ \ VDOT'RROJ. NO. 0020-002-517 \ \ I / I / \ \ \ \ \ ATX T COMM. LINE I VA. ROU E 20 I \ \ \ \ \ \ _ — — — _ — OAS \ \ \ \ EDGE �`_ __-----__—_ — — —_—_ —� —_ \ \ AVEMENT _ c�(OLC) \ \ \ \ _ _ E01 _ — GbARCLLlAIL — — (80'WIDTHPU ICRIV� \ \ __ _ — — —__� __ — ------ _ _ \ _ _ LOD 1T_ _ _ _ LOD _ _ _ _ _ I—i� _ _ _ \\ \ —� i+----_------ --- z (�T PROJ. NO. 0020' 02-000 2802'01 \ \ _ _ —_ — — — — — — — =_ — — — — — — & _ �_���\�\ \\ \\ \ \ _F0�—FCL��-- _--_—F� --- — — — ==__� 1 \ FO\—CEO \ �0� �� --- _ _ _ — —_ — _-- — ------ -- -- -- _--_ —_-- W ------ 7� FoC\—_— = — — — —I 47 F0 I / I \ \-S56TI4 33, E' ` — _ — — = 638Y37 /----—_—_ _ -- / N3400 '09"E //d67.44'/ // l i i/ I\\ ��✓�� �i�15.50'�'— — — — �—=----------------------- — — J 24" CMP U lRF INV.=506.72' � Q EXIST. R/VV N41 4746'E 208.41' Q lRF N37°4056'E 16702' e TMP 90-18 GEBHARD, MARK J. & L YNNE E. BEEGLE DB. 2948, PG. 551 =I EROSION AND SEDIMENT CONTROL LEGEND 0 a 6 Denotes Temporary Silt Fence, St'd s EC-5 Type A or B s TSF-B 0 RCD 1 Denotes Rock Check Dam, Type I; St'd EC-4 RCD 2 Denotes Rock Check Dam, Type II; St'd EC-4 D ONcIP Denotes Culvert Inlet Protection, Type C; St'd EC-6 a Denotes Inlet Protection, Type A; St'd EC-6 B IP-B Denotes Inlet Protection, Type B: St'd EC-6 DD Denotes Temporary Diversion Dike, St'd EC-9 LOD LOD Denotes Limits of Disturbance t EXIST. R/W TMP 90-18 GEBHARD, MARK J. & L YNNE E. BEEGLE o 0 DB. 29487 PG. 551 w m �o REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ SURVEY ALIGNMENT DATA ID CONSTRUCTION ALIGNMENT IE DATA TRAFFIC MANAGEMENT PLAN IF(I) ROADWAY PLAN 5 ROADWAY PROFILE 5A PHASE H E&S 5C ENTRANCE PROFILES 5D DRAINAGE DESCRIPTIONS 5E INTERSECTION SIGHT DISTANCE 70) STORM SEWER PROFILES 7(2) SIGNING AND MARKING PLAN 8(5) KdNSTR. PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° GRAPHIC SCALE IN FEET PROJECT SHEET NO. 12.5 25 5o RECR-002-0/7 5B =1 1 :■ 1 >I of6 PROJECT MAN AGER__STEVL__LOFFMANN 434B7245Q1 SURVEYED BY, DATE T/M IONS-G&QUP, /0/04/2022 DESIGN SUPERVISED BY 'RAIG KP11 P, BE1XlMLEY-H RN) DESIGN BY --UMLEY-H RN-_&ASSOCIALES SUBSURFACE UTILITY BY, DATE—ACCUMAaL_10/1312Q22 EROSION & SEDIMENT CONTROL — PHASE // Richmond, Virginia HYDRAULIC ENGINEER ROUTE VA 1 20 TE SHEET PROJECT RECR-002-017 I 5C DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY _ /' �— — y i�'i / / /� I 1 1 1 I MOtmlNON . PEIRM. t/ l�Tl l / ' `� — — — — — — — — — — — — — — — — / Pf�0 �/W 23a4 I OH P� / j 1 / l / / /) / l //& EIS MENT/ �.QO�\ \ \ _ is i W \ \ '� •c / ( / Pfi�OP/ R.1W / / / LOfi\�� = — = tOD — — — _ �� I cfH Per LU OH / ReP _ O IE RAP RA$ I RY I / / iP-� X— — — — IP 6 L GRAVELCIO GEC R T / 1171 / II BP: 0.00 / I z SCLC)a U �� /� / / / / \\ \ \ \FO (QL N / \ \ VDOT�R J. NO. 0020-002-517 C50� \ W \ \ \ \ \ TCOMM. LINE \ \ p LC) \ ROUTE 20 COP z VA. ROU E 20 \ \ \ \ \ — — —nDj_ — _C1071 nm — 0� \ \ EDGE \EMENT QLC) — G AIL TON � \ SID IPR�PRED �- RCQ� C i 5 FO (QLC) J IC RAM \ \ \ — E01 FO (Q (80' WIDTH PU \ _ _ _ _ \ \ \ \�� \ _ILDEr U PROJ. NO. 0020- 02-000 2802-0 — — \ LO _ - - - - - - - - - L D - - - _ _ - - - - - - —------- -- _-------- = — L D — _--- ----- ko --- = — — _——_—_--_--_--_--- — _ — — — — ------ 11 --- _- --- ----------- �� ---� ----- — _ --- _ 47 FO I / I \-856°iT4'33�E' --'/ ------------------- I -------/ 24"CMP 38737 f,367.44'/ / / l � � � ' 15.511'— ' — — — — — _ — / N34°0 '09"E � � � � / � i \ �'' IRF INV.-506.72, X-30 EXIST. R/W e TMP 90-18 GEBHARD, MARK J. & L YNNE E. BEEGLE DB. 2948, PG. 551 EROSION AND SEDIMENT CONTROL LEGEND n �X— TSF-A Denotes Temporary Silt Fence; St'd TSF-B EC-5 Type A or B B a 0 RCD 1 Denotes Rock Check Dam, Type 1; St'd EC-4 RCD 2 Denotes Rock Check Dam, Type 11; St'd EC-4 Denotes Culvert Inlet Protection, Type C; St'd EC-6 IP-A Denotes Inlet Protection, Type A; St'd EC-6 g IP-B Denotes Inlet Protection, Type B; St'd EC-6 a DD Denotes Temporary Diversion Dike; St'd EC-9 LOD LOD)Denotes Limits of Disturbance S Prop. Placement of Protective Covering St'd. EC - 2, Typ. 1 See Plans for Ditch Type Srd. EC - 2, Typ. l =Denotes Depth of Protective Covering N4147461 208.41' IRF EXIST. R/W N3704056'E 167.02' TMP 90-18 GEBHARD, MARK J. & L YNNE E. BEEGLE DB. 2948, PG. 551 REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ SURVEY ALIGNMENT DATA ID CONSTRUCTION ALIGNMENT IE DATA TRAFFIC MANAGEMENT PLAN IF(I) ROADWAY PLAN 5 ROADWAY PROFILE 5A PHASE I E&S 58 ENTRANCE PROFILES 5D INTERSECTION SIGHT DISTANCE 5E DRAINAGE DESCRIPTIONS 7(I) STORM SEWER PROFILES 7(2) SIGNING AND MARKING PLAN 8(5) A CONSTRe PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° 9' UKAF'NK, JI:ALL IN rttl PROJECT SHEET NO. 0 12.5 25 50 RECR-002-017 5C s 0 PROJECT MANAGER--STEVjE--liOFFMANN 434-872 4501 REVISED STATE STATE SHEET NO SURVEYED BY, DATE TIMMONS_ GBOUP, /0/ 41POPP ROUTE PROJECT DESIGN SUPERVISED BY 'RAIG KRU P, PF (KIMLEY- RN) DESIGN B Y ---,UMLEY-H RN—&--A5S0LZA=5 SUBSURFACE UTILITY BY, DATE AC UMABK-10/1.312022 VA 20 RECR-002-017 5D DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER ENT R. LT. STA. 115+66 ROUTE 20 560 555 PVl STA10-68A0 ROUE 20 A°a-337 K:13b4.64 550 /00.W VC 545 a PROP. FINISHED EXIST. 540 GRADE GROUND EXIST. PROP. R/W LIMITS 535 GROUND ------ ----- -------- _-- EDGE OF PROP. --- --- 530 PAVED SHOULDER _—_------- _----- _ 1oo0% _ — — _ PROP. FINISHED 525 — — GRADE (BY -OTHERS) _ 52D i $ — — _ BY -OTHERS 56 _ _ _ 2.67% — — i �— PROP. a 15N RCP 2151 510 00^ ^ n N04 M n 00 ^^ Co ^p (6 CD to C6 LO PO 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 CON STR. PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-017 5D K:\RIC—CIV\11303B — ALBEMARLE CTY ON—CALL\44-55CUIT RUN\CARD\5HEET5\50 ENIRANCE PROFILE54MG, Layout: M) PROJECT MANAGER--STEVE-L0FFMANN 43487245Q1 REMSED STATE STATE SHEET NO. SURVEYED BY, DATE TIMMONS GROUP, J/0/ 4/2022 ROUTE PROJECT DESIGN SUPERVISED BY 'RAIG KRU P, BL-IKIMLEY-H RN2 DESIGN BY--UMLEY-H RN-&-ASSOLL=S SUBSURFACE UTILITY BY, DATE AC UMAHE-1011312Q22 VA 20 RECR-002-017 5E BISCUIT RUN PARK ENTRANCE INTERSECTION SIGHT DISTANCE DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Kimley-Horn & Associates, Inc. Richmond, Virginia �O ROADWAY ENGINEER PROP. PERM. VDOT UTILITY EASEMENT y V C O _ O � PROP. PERM. VDOT UTILITY s _ _ _ _ _ _ _ _ & DOMINION EASEMENT C. ' =x— PROP. R/W ii _ PROP. PERM. VDOT UTILITY PROP. R/W —x —_ E & DOMINION EASEMENT Y 3 � / X � x ----- — III > — dl --- -- 14_ 5 SOL = 710 FT _ II II E a 0 0 is 0 532 532 N S i3 a s E E 0 0 t 0 0 .m EE 0 6 `o B id s "s 6 b e 528 528 524 =YE HFi;;F 524 520 520 516 516 512 / 512 EXIST. 75 / 508 GROUND / 508 504 \ / 504 I-1F PROP / / \ 500 k FG 500 496 496 492 492 488 488 484 484 N O m N V O V '* O CV� � c0 V)V) CO i It 00 CO L0 � � L L0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 m 548 548 s 544 544 3.5' 540 JECT OHB GHT 540 536 536 532 _ 532 710' SDL -_-- -- ---� 528 - - - - - 528 524 HLIG T 524 520 _ 520 PROP. FG 516 �� �-- 516 EXIST. 512 GROUN 512 508 508 504 504 500 500 N rRoi— LO M00 CV N LO IA7 OMO 4 N^ LO IA7 00 00 LO IA7 00 � 00 04 0 IA7 1 O O L() LO CV to CONSTR, PANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. GRAPHIC SCALE IN FEET u7AE,L�SHEET NO. 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0 25 50 10o RECR-002-017 5E LayouvoL =1 1 s' D i PROJECT MAN AGER--STEVL--LOFFMANN 434B7245Q1 SURVEYED BY, DATE T/M IONS—GBOUP, /0/ 4/2022 DESIGN SUPERVISED BY 'RAIG KPU P, PF lKIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSOLL=S SUBSURFACE UTILITY BY, DATE—ACCUMAaL-1011312Q22 LEGEND PROPOSED PAVEMENT "�:•� _ �� PROPOSED CONCRETE MILL AND OVERLAY/BUILD UP a I� DEMOLITION OF PAVEMENT PROPOSED DITCH DENOTES CONSTRUCTION LIMITS IN CUTS 7— DENOTES CONSTRUCTION LIMITS IN FILLS NOTE: DOT — DOT — DASHED LINES DENOTE TEMPORARY EASEMENTS. NOTE: DOT — DASHED LINES DENOTE PERMANENT EASEMENTS. wl �23 PROP. PERM. VDOT UTILITY " OH PIT & DOMINION EASEMENT OH P/rm� —OH P/r � EXIST RAN \ 250' RT. TURN LANE STORAGE W LLj 7 200' RT. TURN LANE TAPE, FFO O 46 • • N f o� EDGE OF PAVEMENT 250' LT. TURN LANE ST Z O 200' LT. TURN v TAPER STORAGE Z J v ~ N37040'56"E 146.85' EXIST RAN TMP 90-19 CHARL 0TTESVILLE REAL TY CORPORATION DB. 696, PG. 555 0 /h^ VJ ASTD. CG-6 REQ'D. 0 EXIST. PIPE TO BE ABANDONED 0 EXISTING UTILITY POLE TO BE REMOVED BY UTILITY OWNER ADJUST EXIST. UTILITY TO PROPOSED GRADE 5 EXISTING UTILITY TO BE RELOCATED Q EXIST. PIPE TO BE CLEANED OUT A, STD. UD-4 UNDERDRAIN REQ'D. 0 EXIST. PIPE TO BE REMOVED A STD. EW-12 END WALL REQ'D. ■ TMP 90-6D COMMONWEALTH OF VIRGINIA DEPT OF CONSERVATION & RECREATION DB. 3835, PG. 706 891 ACRES P/r —pH PR P/r EXIST. RAN 7. RW-201 Richmond, Virginia HYDRAULIC ENGINEER OH P/T Richmond, Virginia ROADWAY ENGINEER O F2323 P/rUa 09 —P/r OH / 24"X 36"CMP 6 f INV.=528.78' C 11 0 1 1 1 � 11 1 VA. STATE ROUTE AVON STREETz (VAR. WIDTH PUBLIC R/W) v �GF QP' 11 11 VDOT PROJ. NO. 0020-002-S17 C501 �G 1 11 2 „ MP 11 1 INV.=Q6.47' 11 1 1 11 11 6 o CO COMM. MARKER CONC. DI TC SWALE I O --- ZIQ"X 36"CMP I I L,u,� I INV. = 526.12' FO FO V.=525.71' I I —�— FO FO 7 / / FO I I Fo R. I I Inc! � ROUTE 20 CON R. AT&T COMM. LINE 20 I I I I 0 �QLD) /VA. ROUTE I I /22 DOUBL yPROWINOHII 0020--002 Sl7C501 I I dC/ STD. GR-MGSI REQ'D. N3704056 E 299.17' II II II II I II II II II II II 24"X 36" CMP INV.=519.17' TMP 90 20 CHARLOTTES VILLE REALTY CORPORATION DB. 6967 PG. 555 EXIST. RAN /23 \ FO (QLD) REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETC) SURVEY ALIGNMENT DATA ID CONSTRUCTION ALIGNMENT DATA 1E ROADWAY PROFILE 6A PHASE I E&S 6B PHASE H E&S 6C DRAINAGE DESCRIPTIONS 70) STORM SEWER PROFILES 72 SIGNING AND MARKING PLAN 8(6. STATE "lf:...`�z. SHEET ROUTE PROJECT VA 120 I RECR-002-0/7 16 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY 20 Y Ccoy 0 0 m FO FO FO /24 CONSTR. \ 1 F 'a p iQLD) o o\ C i STD. GR-MGS2 REO D. CONSTRe PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. GRAPHIC SCALE IN FEET PROJECT SHEET NO. 1?.5 ?s 50 RECR-002-0/7 6 LEVELS BASED ON NAVD88 DESIGN SUPERVISED BY -LaAIG •: iI' DESIGN H R O 0 c 0 o 5 �^ s W Q- E W HORIZ: a I„=25' 0 0 lk REPRESENTS THE BEST FIT VERTICAL '' ALIGNMENT FOR INFORMATION ONLY ROADWAY REVISED STATE STATE ROUTE PROJECT VA 20 RECR-002-017 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY C��m cou) M'* 00 00 aL0 Ol I� 00 nn 00 Nqt N N m r" M HE E LA S RE UNFINISHED t0 (0 00 Lo� 00 L� 0) O �� 0�OR MM n n �� r- N U)� N N �Lp N (6 (6 C6`° N "" N N r " N � � °600 N 0000 N (3)0' N � � 00 M M d M M ND ARE NOT TO BE USED 0R u) Lo N Lo u) N L0 N L0 N U) Lo Lo 'n N L0 'n N W) N W) N W N W) V) N W) U) N Lo N Lo Lo 'n Lo M Lo NY TY E F ON STRUCTION 119+00 120+00 121 +00 122+00 PROJECT SHEET NO. RECR-002-017 6A PROJECT MAN AGER__STEVL__LOFFMANN 434B7245Q1 SURVEYED BY, DATE T/M IONS-G&QUP, /0/04/2022 DESIGN SUPERVISED BY 'RAIG KP11 P, PF lKIMLEY-H RN) DESIGN BY --UMLEY-H RN-_&ASSOCIALES SUBSURFACE UTILITY BY, DATE—ACCUMAaL_10/1312Q22 W � J i LQ C3 Ln co Q 7%, Z O Z Q EROSION AND SEDIMENT CONTROL LEGEND " lf:'7- -- SHEET ROUTE PROJECT EROSION & SEDIMENT CONTROL - PHASE l VA 20 RECR-002-0/7 6B DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Richmond, Virginia HYDRAULIC ENGINEER 0,7 , P-1Lo P/ H /// ` 3X3s I I I I \ \ j_/(QH_ --------------- P \� OH _—EX15`I/ iOHPH --- STATE I_ ROUT OUTtENM. \(DOT UT/L PS7�REET / m/�z MllOM EASEE�° —ff VON fVA WIDTH j— i VDOT PAOJ117 . NO. 002002 0SC501 efr —(OHCm P ---- / / // / 11 .47 _---- — _ — \---- \ \ \ \ I \ \ \ \ IST�RA/t�`_\ L� i' �i� / (/ \ CM. QlA KEA\ \ I \ \\ \\ \ _ \ \ \ \ i CONC. DITC \ \ . DO _ LOD _ _ 1 I \ I I WALE \ \ _ \ I \ \ \ \ \ �— LACE —LOD - L�DD—�� ------ — // 1 \�— \ ' RCDFO —_\""\ INV=5?�12� �Fp_F0 �Fo\\ — __ —_FOF0 FO/ INV=525.71FO —_ ----= D FO —F___—_—_-- _ _ —. —�— ==---ram= � __ _— UfE 2b°CONSTR. 43 I 3RAVEL F0 CQLCi EDGE iOP/AVEMEGRA�VEL l AT&T COMMLNE 29/ /° (OLD) /2/ VA. ROUTE 20 /22 / / 123 / / 124 j 001 001 001 / (VAR. WIDTH PUBLIC RW Q1D) \ VDOT PROJ. NO. 0020-002-S17 C501 I i j ` \ \ \ FO (OLD) (OLD I Q/ EDGE -BF_ AVEMENT — __--- — — ---- GUARORAfE __ --- — — = L L-------L-_—_—_ —_—_==--_L— --- N37040'56"E 146,85' EXIST. RAN TMP 90-19 CHARL 0TTESVILLE REAL TY CORPORATION DB. 696, PG. 555 N3704056'E 299.17' TMP 90 20 CHARLOTTES VILLE REALTY CORPORATION W DB. 696, PG. 555 M 0 M a m01 _ 001 ` — — — 001—T 00-1 1 \ 001 ��� 00-1 I _-_---_- =ter_-- -------------- --_ — — _ \\ \\ \\ ------------------ ----- - EXIST. RAN �X— TSF-A TSF-B Denotes Temporary Silt Fence, St'd EC-5 Type A or B REFERENCES (PROFILES, DETAIL & DRAINAGE Z�, RCD 1 Denotes Rock Check Dam, Type I; St'd EC-4 DESCRIPTION SHEETS, ETCJ 6 RCD-2 Denotes Rock Check Dam, Type II; St'd EC-4 SURVEY ALIGNMENT DATA ID CONSTRUCTION ALIGNMENT 1E ONcIP Denotes Culvert Inlet Protection, Type C; St'd EC-6 DATA IP-A Denotes Inlet Protection, Type A> St'd EC-6 ROADWAY PLAN ROADWAY PROFILE 6 6A P-e Denotes Inlet Protection, Type B; St'd EC-6 PHASE // E&S 6C rffN S T R. PLANS DRAINAGE DESCRIPTIONS 70) ° DD Denotes Temporary Diversion Dike, St'd EC-9 STORM SEWER PROFILES 7(2) 5 SIGNING AND MARKING PLAN a(s) THESE PLANS ARE UNFINISHED LOD LOD Denotes Limits of Disturbance AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° PROJECT SHEET NO. RECR-002-0/7 6B PROJECT MAN AGER__STEVL_ZiOFFMANN 434B7245Q1 REV �� STATE .' T:...`�z. SHEET h SURVEYED BY, DATE T/M IONS—G&QUP, /0/04/2022 ROUTE PROJECT DESIGN SUPERVISED BY 'RAIG KP11 P, Pf 1XlMLEY-H RN) DESIGN A �C, UTILITY B N ATE__ACfUY EROSION & SEDIMENT CONTROL — PHASE 11 SUBSURFACE UTILITY BY, DATE—ACCUM68[S,_l0/%3/2Q22 `/A 'ZQ RECR-002-0/7 6C W Cn O O CO M EROSION AND SEDIMENT CONTROL LEGEND DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Richmond, Virginia HYDRAULIC ENGINEER \C�c ERVATION& I-RE`XTION, // /// // /,/,-----_ \`�\ \\�\ l ) ,' // ' / v"�� \ \I 1232 DB. // 1 I I I I 3835, P��Z06 / OH P ua 9 �� I I I I \ 1\ \\ _891ACRE.S. / / / (// /��I� / �- �OHP�r �/ ,/ // oAll 114 �/ P" — �J/^ I I I I I 1 \ \ \ I - ------------ - °-ryPR �\\�,(/rl�1Ai��_'_-- OH PIr E-X15T WV I R ENS . 4 DOT UTIU�C 1 / — — _ IT VA. STATE ROUT I I OMI lOM EAS�FMEI)lT off P� - - \ \ i - - �� 1 \ L�VON StREET OH Plf (VAk. WIDTH I�UBLIC R 1 ) l PR X�� / / / / QP' \VDOT PAOJ. NO. 0020-002-5 7 C501 =�oH�\ T �_— _ _------ \ \__—_� /i'//�OG�p\ 1111 \� „ M� I\\ I\ // l — — --_—— — — — — — — — — _— X _ DD- /�' / 1 \\`— ///( \\ o C M� ARKEA < I I \ \\ \\ \ \ .V\\ \\ \ \\� . _ \\� / �' / ( \ CONC. DI TC III \ \ \\ \ I \\ \ \ 1 T \ l� - DD - - _ - - - LOD �� _ / / I \ \ / I 1 \SWALE \ \ \ \ \ \ I \ \ \ 1 \\ \ �� LOLL \_ LOD - COD-_ ------- RCD 2 o� \\\ ---� _�--__—__ _ — — — l 2 "X 36" CMP FO/ %�YVV.=525.71' lNV.=52 12� F ��—------__— --_-------_---- ----- _ — ( ( u �L _--- FO FO -fO-----F� F& R. 3R4v i / FO DGE F PAVEMENT AT&T COMM LINE l /8°0859E l 12 / N38° 5 a /2/ /VA. ROUTE 20 ; 122 a ° /23 �' 124 - ROAD / (VAR. WIDTH PUBLIC RAAO Q1D) \ \ \ VDOT PROJ. NO. 0020-002-517 C501 I i j ` \ FO (OLD \ I / \ \ I I I \ 1 �\ I / \ \\� \ FO (QLD EDGE — MENT _— \------ ___ t — - -- - ----A—\-- — B_ I — — G 0.L4LD o` _ _ _ _ _ '� — O--_---- O_ �_ _ _ _ �_ _ _ _I --- —1 -----\—�`----- --\\— INVJlgZ;n' — — — —\ \ N3704056 E 299.17' EXIST. RAN R TMP 90 20 TMP 90-19 CHARLOTTES VILLE REALTY CHARLOTTESVILLEREAL TY CORPORATION n �X— TSF-A Denotes Temporary Silt Fence; St'd TSF-B EC-5 Type A or B B a 0 RCD 1 Denotes Rock Check Dam, Type 1; St'd EC-4 RCD 2 Denotes Rock Check Dam, Type 11; St'd EC-4 Denotes Culvert Inlet Protection, Type C; St'd EC-6 IP-A Denotes Inlet Protection, Type A; St'd EC-6 5 g IP-B Denotes Inlet Protection, Type B; St'd EC-6 a DD Denotes Temporary Diversion Dike; St'd EC-9 LOD LOD Denotes Limits of Disturbance S Prop. Placement of Protective Covering St'd. EC - 2, Typ. 1 See Plans for Ditch Type Srd. EC - 2, Typ. l =Denotes Depth of Protective Covering EXIST. RAN REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ SURVEY ALIGNMENT DATA ID CONSTRUCTION ALIGNMENT IE DATA TRAFFIC MANAGEMENT PLAN IF(l) ROADWAY PLAN 6 ROADWAY PROFILE 6A PHASE I E&S 6B DRAINAGE DESCRIPTIONS 7(I) STORM SEWER PROFILES 7(2) SIGNING AND MARKING PLAN 8(6) CONSTRe PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° FHI ' A L IN Ftt150 PROJECT SHEET NO. RECR-002-0/7 6C s 01 so °sl el 0 E 2E G 6 iI sls PROJECT EIANAGERSTEVE OFFMANN 434-87P 450L SURVEYED BY, DATE TIMMONS GR UP,Y0/ 41YOYY DESIGN SUPERVISED BY CRAIG KRUPP, PE (KIMLEY-H RN) DESIGN BY ---AIMLEY-HORN&ASSOLYALES SUBSURFACE UTILITY BY, DATE AC-CUMAHK—IO/L41Y022 SHEET 4 4-1 1 STD. DI-7 REQ. GRATE A TYPE II I REQ. H=5.2', INV = 489.30', RIM = 494.52' 7.1TONS STD. EC-1 CLASS 1 REQ'D. TY. A INSTALLATION 4-1TO 4-2 38' -18" CONC. PIPE CLASS IV REQ. (2' COVER) SILT TIGHTJOINTTYPE INV(IN)=489.30', INV(OUT)=488.53' 4 2 4.9 LF STD. MH-1 OR MH-2 REQ. 1 STD. MH-1 FRAME & COVER REQ. INV = 488.53', RIM = 494.12' STD. IS-1 REQ'D. REMOVE EXIST. 18" CMP PIPE 4 2T0 4 3 40' -18" CONC. PIPE CLASS IV REQ. (5' COVER) SILT TIGHTJOINTTYPE INV(IN)=488.53', INV(OUT)=487.73' 3.OTONS STD. EC-1 CLASS 1 REQ'D. TY. A INSTALLATION REMOVE EXIST. HEADWALL SHEET 5 5-1 1 STD. DI-7 REQ. GRATE A TYPE III REQ. H=3.2', INV = 495.76', RIM = 498.93' 5-1T0 5 6 47' -24" CONC. PIPE CLASS III REQ. (3' COVER) SILT TIGHTJOINTTYPE INV(IN)=495.76', INV(OUT)=495.08' 15.OTONS STD. EC-1 CLASS 1 RECII TY. A INSTALLATION 5-6 6.1 LF STD. MH-1 OR MH-2 REQ. 1 STD. MH-1 FRAME & COVER REQ. INV=495.08', RIM=501.87' STD. IS-1 RECII CONNECTTO EXIST. 21" D.I. PIPE 5 2 1 STD. 15" ES-1 REQ'D. H=1.3', INV = 501.25' 15-2 TO 5-6 62' -15" CONC. PIPE CLASS IV REQ. (1' COVER) SILT TIGHTJOINTTYPE INV(IN)=501.25', INV(OUT)=498.25' 3.0TONS STD. EC-1 CLASS 1 REQ'D. TY. A INSTALLATION 5 3 1 STD. DI-3113 REQ. L=8', H=4.0', INV = 516.87' 5 3 TO 5 4 126' -15" CONC. PIPE CLASS III REQ. (2' COVER) SILT TIGHTJOINTTYPE INV(IN)=516.87', INV(OUT)=515.00' 5 4 1 STD. 15" ES-1 REQ'D. H=1.3', INV=515.00' 3.0TONS STD. EC-1 CLASS 1 REQ'D. TY. A INSTALLATION 5-5 1 STD. DI-7 REQ. GRATE A TYPE III REQ. H=8.3', INV = 510.99', RIM = 519.27' CONNECTTO EXIST. 24" CMP 19.10TONS STD. EC-1 CLASS 1 REQ'D. TY. A INSTALLATION STATE - PR SHEET ROUTE PROJECT VA 120 I RECR-002-017 1 7(l) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Richmond, Virginia HYDRAULIC ENGINEER EXISTING PIPE REHABILITATION EX 300 112' — 24" PIPE REHABILITATION (CIPP) NOTE: ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD. ST-1. CONSTR. PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. PROJECT SHEET NO. RECR-002-017 7(l) PROJECT MAN AGER--STEVE1i0FFMANN 434872 4501 SURVEYED BY, DATE TIMMONS GR UP, /0/ 4/202Z DESIGN SUPERVISED BY CRAIG KRU P, PF (KIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSO=S SUBSURFACE UTILITY BY, DATE AUMARK,_10/1,312022 STIR. 5—/ TO ST Ro EX-200 515 5/5 0 T 90 J °0 5/0 N� 00 W N 505 _ 505 PROP. FG _ —�@ PIPE CL 500 — / \ 500 \ EXIST. \ GROUND 49.5 \\ I �� \\ 495 24" 47 LF RCP Sp 1.46% D� F 490 6S% 490 485 485 rn 02 c0 cq °R °R M M oi0) cr)! RiN �` � -Z� � L0 20.25 20.50 20.75 21.00 21.25 ST Ro 5-2 TO ST Ro 5-6 515 515 EXIST. J 5/0 GROUND °p 510 •�LI) W PROP. FG N o 505PIPE CL d = g �o > > 505 \ 500 / 500 OF N/ @ 486 \\ / �I O 495 495 490 490 485 485 50.25 50.50 50.75 5/*00 51.25 5/*50 ST Ro 4-1 TO ST Ro EX. OUT FALL 505 505 0 M N 0i � Lq� M N a; [�: N10 500 PROP. FG 495 @ PIPxI CL 38 LF OF 18" RCP @ p I- 485 475 EXIST. \- GROUND 1 I 40 LF OF 18" RCP I @ 2.007 485 475 MIM c3i odl03 10.25 /0.50 /0.75 //-00 /1*25 ST Ro 5-5 TO ST Ro 5-4 535 535 530 530 W p EXIST. rn 11 � 2`z 525 GROUND � o 525 Cz �n PROP. FG 520 — _ 520 515 OP7 5/5 15. RCP @ 1497 510 5/0 505 505 OO _iI O N� CO 00 ooN O eN O �L �Ln LdL L WLn 10-25 /0*50 /0*75 //-00 11.25 11.50 11-75 12,00 Richmond, Virginia HYDRAULIC ENGINEER REVVSED STATE STATE ROUTE PROJECT VA 20 RECR-002-0/7 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY PROPOSED GRADE --- EXISTING GROUND HORIZ: /' = 20' ST Ro 5-5 TO ST Ro EX-500 530 I• r 14: Cr rn 05 0 LO � If �N. LO C3 oLo 525 r\ 525 PROP. FG i @ PIPE CL \ 520 \ 520 / I EXIST. / I GROUND \ 515 \ / I 5/5 510 — — 24" F — \ 5/0 OF 1L MP 3.83% _ _ 505 505 500 500 L I ^ i^ o �� o y' O,OZ I ^ V' ry/y `ll OO ry/ `ll LLo 10.25 /0.50 /0.75 //-00 11.25 /1.50 1/*75 CONSTR, PLANS 7(2) 1 THESE PANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION" PROJECT L7(2;) . RECR-002-0I7 il 1 PROJECT MANAGE R__STEVF___LOFF1jd9NN 4343724501 REM= STATE STATE SURVEYED BY, DATE TIMMONS GR UP, /0/ 4/202P ROUTE PROJECT DESIGN SUPERVISED BY nRAIG KRU P, PF (KIMLEY-H RN2 DESIGN BY ---KIMLEY-H RN__&__ASS0f1=S SUBSURFACE UTILITY BY, DATE—ACCUMARK_l0//3/ 22 I I VA I 20 I RECR-002-0/7 INDEX OF SHEETS SHEET NO.: SHEET DESCRIPTION: 8(I) INDEX OF SHEETS, GENERAL NOTES, & LEGEND 8(2) SIGNING SCHEDULE 8(3) THRU 8(6) SIGNING AND PAVEMENT MARKING PLANS DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY GENERAL NOTES - SIGNING STANDARD SIGN LEGEND I. ALL SIGNS SHALL BE ORIENTATED AS SHOWN ON THE PLANS. 2. SIGN COLOR COMBINATIONS SHALL BE IN ACCORDANCE WITH THE FHWA SHS BOOK AND THE 2011 VIRGINIA SHS BOOK OR AS NOTED IN THE PLANS. J. ALL POSITIVE CONTRAST GUIDE AND SPECIFIC SERVICE SIGNS SHALL UTILIZE FABRICATION LETTER TYPE L-3 OR L-4 UNLESS OTHERWISE NOTED IN THE REMARKS OF THE SIGN SCHEDULE SHEET 8(2). ALL OTHER SIGNS SHALL UTILIZE FABRICATION LETTER TYPE L-1 OR L-2 UNLESS OTHERWISE NOTED IN THE REMARKS. 4. ALL BLACK SHEETING SHALL BE NON -REFLECTIVE. 5. SIGN POSTS SHALL BE 1 3/4 -INCH SQUARE, PERFORATED, WELDED STEEL TUBING, FOURTEEN (14) GAUGE, WITH j KNOCKOUTS I -INCH ON CENTER, HOT -DIPPED GALVANIZED TELESPAR QUICK -PUNCH OR EQUAL WITH FACTORY APPLIED BLACK FINISH. 6. ALL SIGN BACKS SHALL BE FINISHED BY THE FABRICATOR BLACK ON THE REVERSE SIDE VERSUS STANDARD GALVANIZED FINISH. GENERAL NOTES - PAVEMENT MARKING I. ALL STD. PAVEMENT MARKING DETAILS CAN BE FOUND /N THE VDOT ROAD AND BRIDGE STANDARDS. 2. THE PAVEMENT MARKING PLAN SHALL BE INSTALLED BY THE CONTRACTOR AFTER THE FINAL PAVEMENT OVERLAY. J. ALL MARKINGS SHALL BE TYPE B, CLASS / UNLESS SPECIFIED DIFFERENTLY. 4. ANY CONFLICTING EXISTING MARKINGS SHALL BE REMOVED BY THE CONTRACTOR ACCORDING TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 5. SEE SHEETS 2A-2B FOR LOCATION OF STD. RS-3 RUMBLE STRIP. PAVEMENT MARKING LEGEND OA TYPE B, CLASS I, WHITE, 4" WIDTH © TYPE B, CLASS I, WHITE, 4" WIDTH, 2' LINE WITH 6' SPACING © TYPE B, CLASS I, DOUBLE YELLOW, 4' WIDTH WITH 7' SPACE BETWEEN LINES OD TYPE B, CLASS I, YELLOW, 24" WIDTH e OE TYPE B, CLASS I, WHITE, 24' WIDTH A OF TYPE B, CLASS I, WHITE, 6' WIDTH g © TYPE B, CLASS I, YELLOW, 4" WIDTH e TYPE B, CLASS I, SINGLE TURN ARROW rC� PLAN SYMBOL PLAN ITEM PROPOSED EXISTING Single Post Sign Support -w- -a- Double Post Sign Support zW—i 70--6 Triple Post Sign Support Flashing Beacon h� bob 0/H Cantilever Sign Support 0/H Span Sign Support SIGN CALL -OUTS Existing Sign to Remain or to be Relocated ,95V Existing Sign to be Removed v Proposed Sign Panel Richmond, Virginia TRAFFIC ENGINEER SIGN LABELS Proposed Sign Assemblies denotes Sign Assembly No. f2808 3 denotes Text No. Relocated Sign Assemblies denotes Sign Assembly No. f28U8 3 denotes Text No. Sign Relocation or Payable Sign Disposal/S(,7lvage >notes Existing Sign Structure and/or Slgn Panel Type STRUCTURE & SIGN PANEL SIGN PANEL GM - Ground Mounted SP-GM - Ground Mounted Sign Panel OM - Overhead Mounted SP-OH - Overhead Mounted Sign Pane) CM - Cantilever Mounted STRUCTURE ONLY ST-GM - Ground Mounted denotes Action and Measurement & Payment Item A - Remove & Dispose B - Remove & Salvoge C - Relocate D - Overlay Sign Panel Signs noted on plans to be removed that do not have an accompanying sign label shalt not be measured separately for payment. Removal and disposal for such signs shalt be incidental to other contract items. CONSTR. PANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. EET N PROJECT SHEET NO. RECR-0( 80) O 61 2 K c PROJECT MANAGER STEVE-HOFFMANN 434-87P 4501 SURVEYED BY, DATE TIMMONS(,BOUP, J/0/ 4/2099 DESIGN SUPERVISED BY 'RAIG KRU P, PF (KIMLEY-H RN) DESIGN BY --IMLEY-H RN--&-ASSOL=S SUBSURFACE UTILITY BY, DATE AC-CUMARK-IO/L3L2022 SIGN ASSEMBLY SIGN PANEL COMPONENTS AREA (s.fJ SIGN SCHEDULE TEXT SIGN ASSEMBLY TEXT UTCD MST'D. PANEL SIZE OTY' J �' W cn c�i� j PROP. SIGN STRUCTURE REMARKS NO(s). w H ¢ Q m STD. STP-1 1 101 <5 WI-2L 36' 36" 1 9.0 9.0 2"14 GA STP-1 TYPE A FOUNDATION STP-1 2 102 O W2-2L 30" 30' 1 6.25 6.25 2"14 GA STP-I TYPE A FOUNDATION STP-1 3 103, 109 S T 0 P RI-1 30" 30" 1 6.25 12.50 Z14 GA. STP-1 TYPE A FOUNDATION 4 104 INDUSTRIAL PARK D3-I 54" 12" I 4.50 4.50 STP-IZ14 GA. STP-1 TYPE A FOUNDATION 5 105 742 MI-V2A 36' 36" 1 9.00 9.00 STP-1 Z14 GA STP-1 TYPE A FOUNDATION "- M5-IL 2P 15" 1 2.19 2.19 � 6 106 PARK - RIDE D4-2 30" 36" 1 7.50 7.50 STP-1 2-1 STP-1 TYPE A FOUNDATION t� 7 107 742 MI-V2A 36' 36" 1 9.00 9.00 STP-1 2"14 GA STP-I TYPE A FOUNDATION !7 M6-IL 21" I5" 1 2.19 2.19 M3-1 24" 12" 1 2.00 2.00 STP-1 8 108 M3-3 24' 12" 1 2.00 2.00 2"14 GA, STP-I TYPE A FOUNDATION 4++ MI -VIA 36" 36' 2 18.00 18.00 UHL 2P 15" 1 2.19 2.19 M6-IR 2P 15" 1 2.19 2.19 M6-4 2P 15" 1 2.19 2.19 9 110 l k o A D14-VI 36' 24" 1 6.00 6.00 STP-1 Z14 GA. STP-1 TYPE A FOUNDATION WL 1-800-NICE-VA Richmond, Virginia ROADWAY ENGINEER nc. r•rE VA 120 1 RECR-002-017 1 8(2) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY CONSTRo PLANS THESE PLANS ARE UNFINISHED AND ARE NDT TD BE USED FDR ANY TYPE DF CDNSTRUCTIDN. PROJECT SHEET NO. RECR-002-017 8(2) PROJECT MAN AGER--STEVE1i0FFMANN 43487P 4501 SURVEYED BY, DATE TIMMONS GRQUP, J0/ 4/202Z DESIGN SUPERVISED BY CRAIG KRU P, PF (KIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSO=S SUBSURFACE UTILITY BY, DATE AUMARK,_I0/1,312022 �1 01 0 s■ Richmond, Virginia TRAFFIC ENGINEER 3 0 a TMP 90-6D V C a COMMONWEALTH OF VIRGINIA DEPT OF CONSERVA T/ON & RECREATION DB. 3835, PG. 706 g' IPF� 0 p 5' c `0 SATERNOS DB. it SI nc. �T��TF 111111 -rtu�,Tr� RECR-002-017 18(3) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY CONSTR. PANS THESE PLANS ARE UNFINISHED AND ARE NDT TD BE USED FDR ANY TYPE DF CDNSTRUCTIDN. liNAF't-M, J: :ALL IN FLLI PROJECT SHEET NO. 0 12.5 ?5 50 RECR-002-017 8(3) PROJECT MAN AGER--STEVE1i0FFMANN 43487P 4501 REASED STATE STATE SURVEYED BY, DATE TIMMONS GRQUP, /0/ 4/202Z RO4JTf� PROJECT DESIGN SUPERVISED BY CRAIG KRU P, PF (KIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSO=S SUBSURFACE UTILITY BY, DATE— AUMARK,_I0/1,312022 I I I VA I 20 I RECR-002-017 TMP 90-6D COMMONWEALTH OF VIRGINIA DEPT OF CONSERVA T/ON & RECREATION DB. 3835, PG. 706 891 ACRES 0 61 2 K c Richmond, Virginia TRAFFIC ENGINEER nc. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY CONSTR. PANS 8(4) THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION° 12.5 PROJECT SHEET NO. RECR-002-017 8(4) PROJECT MAN AGER--STEVE1i0FFMANN 434-872 4501 SURVEYED BY, DATE TIMMONS GR UP, /0/ 4/202Z DESIGN SUPERVISED BY CRAIG KRU P, PF (KIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSO=S SUBSURFACE UTILITY BY, DATE AUMARK,_I0/1,312022 0oI so C' O i mI0 0 E 0oI �Ie PROJECT RECR-002-017 18(5) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Richmond, Virginia TRAFFIC ENGINEER TMP 90-6D COMMONWEALTH OF VIRGINIA DEPT OF CONSERVA T/ON & RECREATION Fie File+ M71n� w � Lu _ / CONSTRo PANS THESE PANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. VKArhIL bLALL IN rLtl PROJECT SHEET NO. 0 12.5 25 50 RECR-002-017 8(5) PROJECT MAN AGER--STEVE1i0FFMANN 434-872 4501 SURVEYED BY, DATE TIMMONS GR UP, /0/ 4/202Z DESIGN SUPERVISED BY CRAIG KRU P, PF (KIMLEY-H RN) DESIGN BY --UMLEY-H RN--&ASSO=S SUBSURFACE UTILITY BY, DATE AUMARK,_I0/1,312022 Richmond, Virginia TRAFFIC ENGINEER VAMEW�� PROJECT RECR-002-017 18(6) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY a S �O I �Ay 0 0 o. L� co i .a �I5 mI0 C E 2 I 0 0oI �Ie wt �D Im ;rl I TMP 90-19 CHARLOTTESVILLE REALTY CORPORATION DB. 696, PG. 555 Ow"A 00 TMP 90-6D COMMONWEALTH OF VIRGINIA DEPT OF CONSERVAT/ON & RECREATION DB. 3835, PG. 706 891 ACRES '�--s\ I'd S;; / r \� T 1 / 109 � 1 d01S 1 11 IC N T Mt i COTTSVILLE ROAD n— ��1, IZI 1� / Iml it N \ L�J II I I II II IItwo II II I I II Y II II I II I I I II II II . I \ II II \ II \ II \ .I \ \ TMP 90 20 CHA RL 0 TTES VIL L E REALTY t— CORPORATION OZ OZ DB. 696, PG. 555 1Rio 9 CONSTRo PANS THESE PANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. F'hill: J)UALL IN rLLI PROJECT SHEET NO. 12.5 25 50 RECR-002-017 8(6) PROJECT MANAGER REVISED STATE STATE SHEET N SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECTCROSS DESIGN SUPERVISED BY SECTIONS DESIGN BY AND ARE NOT TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION. scn�E VA / 0 io, 20 Lo n 104+25 0) 500 500 0 0 6 490 490 o EXISTING GROUND E PROPOSED GRADE ]C 480 480 L O a 0 a c 470 470 0 e 8 465 465 a -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 c 0 2 E E ]C T a 0 c 0 a 0 a N n 104+00 m t 500 500 b E 0 a L_ 6 490 490 0 �g Y E 6 480 480 0 0 rc `o c 470 470 0 s L V 465 465 9 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 6 'V OC O O O e 0 V C V O O L_ _CT O N 103+75 0 V .0 0 500 500 c E 2 c 2 490 rl 490 0 00 n c a e 480 480 8 CV O V O L 470 470 O 81 465 465 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 i i PROJECT SHEET NO. RECR-002-017 / J W �O � I N o p n W l+lal a — w m a o � µ NN � i it m N I O 0 I0 � — o.as% I J W M n oW o .r m O OD r W IW — — W � W N I O O7 I II O J W M (V n I O1 0101 rn � J WW — t W O 00 Q �(j N)(V O I II O M I O 00 Li W O K:\RIC-CIV\113038 - ALBEMARLE CTY ON-CALL\44-BISCUIT RUN\CADD\XREF\Dll3038044MODEL.DWG, Loyout:l CROSS SECTIONS - ROUTE 20 PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 500 490 480 470 465 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 11 Lo m 105+00 CROSS SECTIONS SCALE o io, zo J R/W w 00cy) 00 Lo ro Lq OD m ro 03 ro w w w w o o 0 0 w 4 c! H0 _O o I I L lL 0 % 0.82% - - -- - -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 Lo 0 500 490 480 470 465 104+75 500 490 480 470 465 500 490 480 470 465 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 /W J W 00 00 n m n 00 � a0 It co OD OD 00 o a av I N OD w W O J r O w Lo u0 0 N O I I I _ 0 r7 -_ O 00 104+50 J W 500 OD 0 00 roN 500 D I m aD o M OD Njn OD00 LZ U? a a't w 0 0 00 J W JJ WW W 1n '7 N_ _ — ^ 490 I I 1 490 0 M O I00 o I-5o76Y� 0.91% 480 - 480 470 470 465 465 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 STATE ROUTE VA STATE SHEET N PROJECT RECR-002-017 2 EXISTING GROUND PROPOSED GRADE FROJECT SHEET NO. RECR-002-017 2 K: \RIC- - ALBEMARLE CTY ON-CALL44-BISCUIT RUN CADD XREF D113038044MODEL.DWG, Layout:2 CROSS SECTIONS - PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 510 500 490 480 475 105+75 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 500 490 480 470 465 10 06 Lo I 0 O cd 60 a a v co J J J co J o W C9 � 0 w 4 cV N oq I I I M w LL I p p O 0 0 � v / 5.8D % 0.2 105+50 CROSS SECTIONS SCALE o io, zo 10 20 30 40 50 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 v It 105+25 500 490 480 470 465 510 500 490 480 475 500 490 480 470 465 500 490 480 470 465 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 J n cy rn a0 rn n n n Lo m v 00 w w w 0 w o 4 o — — — — — I V 7 I I I --_ I O O_I0 iO \ I olli STATE ROUTE VA STATE SHEET N PROJECT RECR-002-017 3 EXISTING GROUND PROPOSED GRADE PROJECT SHEET NO. RECR-002-017 3 K: \RIC- - ALBEMARLE CTY ON-CALL44-BISCUIT RUN CADD XREF Dll3038044MODEL.DWG, Loyout:3 CROSS SECTIONS - PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 510 500 490 480 475 106+50 CROSS SECTIONS SCALE o io, zo 510 500 490 480 475 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 106+25 J W 510 R/W u^ 510 It o 0) rn N µ a O co W W W J M p 500 W 00 500 li O O O O � I J-5.06 25 D —0.2J-4.% _ 490 490 480 480 475 475 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 Q 510 500 490 480 475 106+00 510 500 490 480 475 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 0) J W PROP. m R/W M M N M u) M (o M O p O r a a G_ O ^ Q J J J W W W J O co co O p� - — _ I� u) N_ LZ l i \ O O O li W � 0 \ I 15.01416—0.16% STATE ROUTE VA STATE SHEET N PROJECT RECR-002-017 4 EXISTING GROUND PROPOSED GRADE PROJECT SHEET NO. RECR-002-017 4 K: \RIC- - ALBEMARLE CTY ON-CALL44-BISCUIT RUN CADD XREF D113038044MODEL.DWG, Layout:4 CROSS SECTIONS - PROJECT MANAGER REVISED STATE STATE SHEET N SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECTCROSS DESIGN SUPERVISED BY SECTIONS DESIGN BY AND ARE NOT TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION. scn�E VA 5 o io, 20 O m 0 107+25 0 510 510 m 0 6 500 500 EXISTING GROUND o E PROPOSED GRADE ]C T 490 490 O a 0 fs a c 480 480 0 0 8 475 475 a -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 c 0 _ E E ]C T a 0 c 0 a 0 a 8 W n 0 1� 0 107+00 e 9 510 510 E VOD 0 L_ CO 500 — 500It 0 E a 6 490 490 0 0 rc `o c 480 480 0 s L V 475 475 9 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 6 'V OC O O O e 0 V C V O O L_ fr N r 106+75 Ln £ J 0 V 0 510 510 0 2oi 0 c 500 500 0Ll e 490 490 e 8 CV O V O L 480 480 O 81 475 475 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 i i PROJECT SHEET NO. ae I RECR-002-017 5 w PROP. o R/W of r r m I N M � � � a a � ri O O J J J 7 w m m oo J w � Oi I� N O � I I � LL IWi I \ p p O O �J-5i00%1.i5e 1%______\\\ -1.15% 0. PROP. n R�W n M M � ro rn � I Li: � O MOMi 7 W W W _ ___ ___ I 00 J W w M \ lL lL w I \ O O O O \ I-5.00961L16 �� � � a -1.16� 0. Of PROP. M RAW � o � � n (V N N I w N_ � w w w - o0 M \ \ O O O \\ I I-5.06'J1103e v -1.037 0. 9% K:\RIC-CIV\113038 - ALBEMARLE CTY ON-CALL\44-BISCUIT RUN\CADD\XREF\D113038044MODEL.DWG, Loyout:5 CROSS SECTIONS - ROUTE 20 s s PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 500 490 480 475 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 00 0000 M mP, Y 1M 0)0) V7 O� WW W n Lo LL N WIt PROP. n 0� N 108+� v R/W ro r;g rn w w CROSS SECTIONS SCALE 0 10' 20' N I I I 0 0 0 M Y LL O 0 (V ON cj Y _ — — O I 0 O W 0 f0 I O — — — — I 0 — — — I —0. — - -5.00% -3.05% 1.55 -3.53 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 510 500 490 480 475 00 p 107+75 a Jco W M MO N R/W O 0i co 'l)I'l v 17 a O rn N J J I W a W J J W li O 0 O J W O W It — — — — C4 0 N OR O a — — — — _ I —-------o— — I 0 0 \ I I0 —5.00% —2.11% 1 55Y —3.274 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 ro 0 510 500 490 480 475 107+50 500 490 480 475 510 500 490 480 475 510 500 490 480 475 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 u, J W PROP. 0 00 con n 0 I a o 0) 0) W a LJ J W LJ O O 0 J W cq J N O -- __ 0 I ---- 0 ---t?--- I —I lWi o O \ \ O -5.00*1.1 % -1.18% 1. 2jx STATE PROJECT RECR-002-017 - - - - - - - - - - EXISTING GROUND PROPOSED GRADE 1� SHEET NO. RECR-002-017 6 K: \RIC_ - ALBEMARLE CTY ON -CALL 44-BISCUIT RUN CAD. XREF D113038044MODEL.DWG. Layout:6 CROSS SECTIONS - s s PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 500 490 480 475 Donn THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. -tu) 0 out u) u� 4 0-tco J WW W 0O W Lo O 0) 0 O Lo Lo Lo N 108+75 W W J J CROSS SECTIONS SCALE 0 10' 20' R � � Y I I W o 0 O 0 n _ W l.. WO O O N ON I 1 M 0 O ti — — — — — — — — — O —5.87% I 1.34%I —4. 0% — —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 500 490 485 0 N Ou) u) m M 00 N N wi 010) M 0) J WW 0) N J CA W a M 0) J m N 0) Y J 108+5e a W —0 O R/W N V7� � W O C4 O N N u) LI:00 O M O O ---- -- -5.00% I —4 93% 1.399d —3.53% —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 500 490 480 475 500 490 480 475 500 490 485 500 490 480 475 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 O MaOD a0D Lou) 0 O O N M (no) 0) W N 17 W �.. ^ 0) a wW W M 108+26 W J W 00 O 0) W W J J nEd DO � - J W O 00 0 00 O Y II 1. 1 �� � 0 O 0 N N 1 n 0 cV u) - 1 O Ll O O I j) W O O II Li:Ll I — — — — — — — 0 —5.00% —3.99% 1.89% —3.41% STATE PROJECT RECR-002-017 — — — — — — — — — — EXISTING GROUND PROPOSED GRADE 1 7 1 SHEET NO. RECR-002-017 7 K: \RIC_ — ALBEMARLE CTY ON —CALL 44—BISCUIT RUN CAD. XREF D113038044MODEL.DWG, Layout:7 CROSS SECTIONS — s s PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 510 500 490 485 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 109+50 CROSS SECTIONS SCALE 0 10' 20' Fffw I W Do M n a ] _ J W 0 N 0) J W W J W — — W p O --_— N ----� O --0 N N I O tL .. It ui — Li:O L O O O �. U. o \� -7.9015� - 7.90% 6.39% ---- - -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 510 500 490 480 475 N 00 s 109+25 PROP. J Lo a 00 rn a v O i a y �y J W LU W J � W-Li W -_ -- — _ Lq w p p U) N N N — -- --- ------_ Y .. O O I I W u) Li:p O I — — --- O -7.74% I -7.74% 4.01% -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Lo 510 500 490 480 475 109+00 510 500 490 485 510 500 490 480 475 510 500 490 480 475 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 n PROP. v v R/W m NW W W j. W N u Ll O C4 O O I vi W I O O o-- ---_ --------------- \,-6.80%I ,. -6z60% 1.06%I STATE PROJECT RECR-002-017 — — — — — — — — — — EXISTING GROUND PROPOSED GRADE 1� S HEETNO. RECR-002-017 K: \RIC_ — ALBEMARLE CTY ON —CALL 44—BISCUIT RUN CAD. XREF D113038044MODEL.DWG. Lmyout:8 CROSS SECTIONS — PROJECT MANAGER RLA E® STATE STATE SP91EI;=T NO. SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECT DESIGN SUPERVISED BY C R O S S SECTIONS DESIGN BY AND ARE NOT TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION° SCALE VA 9 0 10' 20' 00 m v w 110+25 520 520 a xI'l to 5 o 510 510 — — — — — — — — — — EXISTING GROUND E PROPOSED GRADE 0 500 500 m a s c 490 490 83 _o 8 485 485 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 c w x w E Y r a 0 0 n 0 0 w 0 c 0 0 u) (o N C4 N 110+00 N w 3 520 520 i 6 E 0 OR Ln Lo co 00 510 510 8 0 b E 5 0 500 500 a w 0 S v w 490 490 0 s a 485 485 w -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 6 w 0 e 0 x w s z; _CT O 00 109+75 In `o 520 520 E 2 NLl 0 0 510 510 mOR LQ G w 0 500 500 w 7.41 S 0 V O = 490 490 i 485 485 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 E E g �R® SHEET NO. RECR-002-017 9 RAW. 0 � o rn � -- a � v v — — — M W W O W _ — O � � O p N \ I 00 � LL M O O I O p \ —7.90% —7.90% W N (V a' PROP. I RAW O Y W W — --W O — —W N — fV I00 M \ p O L. 7.81 % 0 —7.90% —7.90% � 0 p w m � °j PROP. R/W p N M M u) O OOi � � W N W W _ — � N M \ lL O � O -7.90% � -7.90% K:\RIC-CIV\113038 - ALBEMARLE CTY ON-CALL\44-BISCUIT RUN\CADD\XREF\D113038044MODEL.DWG. Layout:9 CROSS SECTIONS - ROUTE 20 s s PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 520 510 500 490 485 520 510 500 490 485 520 510 500 490 485 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 0 N n L2 J W n CROSS SECTIONS SCALE 0 10' 20' 111+00 I PROP. R/W 0 — — — — N 00 o M — - j — — — — — — — M C4 N N O _ _ 1l M � p� W-j 0O w 00 o O ---_ ro 0 M O Li:1 0 0 \ 0 _ 2. 4% 2.02% _ 520 510 500 490 485 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 110+75 PROP. R/W o — — Lo CV n — — — O M _ 0) in 00 _ M — — _ 20 J — �— O ui w — — — — O N N M U. O I \ 0 -6.98% -6 — — — — -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 rn L2 J W n 0 110+50 PROP. U. R/W ON 14 ---- — O N C0 _ — — — — I l 00 W — W LL u w — — — N N LL LL li ui I -1O O O — — - -7.90% -7.90% — — — — 520 510 500 490 485 520 510 500 490 485 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 STATE PROJECT RECR-002-017 ---------- EXISTING GROUND PROPOSED GRADE I /0 SHEET NO. RECR-002-017 /0 K: \RIC_ — ALBEMARLE CTY ON —CALL 44—BISCUIT RUN CAD. XREF D113038044MODEL.DWG, Loyout:10 CROSS SECTIONS — s s PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 520 510 500 490 485 520 510 500 490 485 510 500 490 485 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. me O M In N M m 0 J CROSS SECTIONS SCALE 0 10' 20' N 111+�5 00 m M O O O J W 0 0 Li 't C' 10 J W W O _ N -------- -- I 1 0 O O -5.00% I -3.26% 0.4J% 0.50%D 1 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Lo m Lq 0 111+50 in J W RN ^_ O rl_ M N 'n 000 m ^ a ci O Lo OR 0 1n --- — — J W � Ld J W — O 0 p W — _ W 0 N - O N L` O O I \ O \ I 0 \ -5.00% -4.19% 0.2J% 0.3096 --_ -- - \ 510 500 490 485 520 510 500 490 485 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 ro vi N J W m 111+25 I PROP. R/W ----- v O L 00 a M m ,-_-- J" — Oi a N -- --- -- I — — _ a rn 0 — — — W co W L2 J upi J — — W W -- m — W 0p 0 fV 0 n _ — It — — 0 — — — i Lo \ \ li IWi u- O LL O Orl] \ 0 \-5,12% I -5.12% 1.01% 1.01% \ \ \ 520 510 500 490 485 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 STATE PROJECT RECR-002-017 - - - - - - - - - - EXISTING GROUND PROPOSED GRADE PRO-L".li� cLKLLI U.. _l. RECR-002-017 11 K: \RIC_ - ALBEMARLE CTY ON -CALL 44-BISCUIT RUN CAD. XREF D113038044MODEL.DWG, Layout:11 CROSS SECTIONS - s s PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 510 500 490 485 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. CROSS SECTIONS SCALE 0 10' 20' 0 N 001 W O 0 0 0 0 W 7 M to L In In 112+ 0 0 0 w J 0 J w Lo PROP. 00 L w O o W o In R/W v a04 V 0 N `� 0 N I ^ M L w ILo Wi lWi 00 I o 0 0 0 0 I 0 I -5.00% -0.46% 1 20% 1.21% -1.51 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 510 500 490 485 M Lo M O co N <O n N N V N M 1Lo O 112+5 N N m O in u') N O O O 0 un c6 W W J W W J m O O oo w 0 0 PROP. R/WN N It rn N 0) L LL L6 I` I 0 0 0 0 0 I 0 I -5.00% I -1.39% 0.81 0.86% —1.69 — I 0 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 04 N o M 112+®10 N u) IR O O [] 510 500 490 485 00 n 510 500 490 485 510 500 490 485 510 500 490 485 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 PROP. 0) O w w 'n W R/W o O w w w a 0 M I 04 o M W 11 LL _ O O O 0 I — — u 0 -5.00% I -2.32% 061 0.69% -2.25 I STATE PROJECT RECR-002-017 - - - - - - - - - - EXISTING GROUND PROPOSED GRADE 1 12 1 PRO„'tG`lU SHEET NO. RECR-002-017 12 K: \RIC_ — ALBEMARLE CTY ON —CALL 44—BISCUIT RUN CAD. XREF D113038044MODEL.DWG. Loyout:12 CROSS SECTIONS — PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 520 510 500 495 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. M f7 J 1 00 113+25 CROSS SECTIONS SCALE o io, zo n O fD p (^O PROP. N CID u1 R W J w o AWL o w w oo w a N IR ui M L — --— — _ O —r _ _- - w O � -3.60J - 2.347 -2.48% -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 s 113+00 520 510 500 495 tD O W of 520 o o 520 PROP. N w o R/W �n 'n w w o W o N N ? O v O I N M O w p p 510 _ 510 w 0 -4.16% _. 1.40% -1.17% I 500 500 495 495 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 sm 510 500 490 485 m rn ao ai n o L _ .j J W u) � J N to W � o It Lo N vi O u) W 112+75 O 510 500 490 485 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 I C4 N o 'O w I p W M u N w W O O 0 W I -4.72% 0.47% - -- -1.02% STATE ROUTE VA STATE SHEET N PROJECT RECR-002-017 /3 EXISTING GROUND PROPOSED GRADE PROJECT SHEET NO. RECR-002-017 /3 K: \RIC- - ALBEMARLE CTY ON-CALL44-BISCUIT RUN CADD XREF D11303B044MODEL.DWG, Layout:13 CROSS SECTIONS - PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 530 520 510 500 495 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 114+00 CROSS SECTIONS SCALE o io, zo J W PROP. n rn M M I i N O W. W W N Lo Lo O J O W Ocr J W — — — — / — — K. — — — _ _ 00 0 _ ? _ O N W O -2.00% 5.00% 5. % -5_00% — — — — - -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 530 520 510 500 495 w co M m J W PROP. a 00 o n R/W N 0 N 113+75 m I 0 Lo ao O W OLo W u� J W O 520 a o 0 520 W u Li: Lo N I 0 O -2.48%, 4.20% -171 % 510 510 500 500 495 495 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 n rn a ai u2 J W M 04 PROP. o 520 510 500 495 113+50 0 N 0 520 510 500 495 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 rn Lo J W O to W u) O O J 00 W W M _ — _ _ — u N W — _ O \ -3.04YI 3.27% STATE ROUTE VA STATE PROJECT RECR-002-017 EXISTING GROUND PROPOSED GRADE PROJECT SHEET NO. RECR-002-017 14 K: \RIC- - ALBEMARLE CTY ON-CALL44-BISCUIT RUN CADD XREF D113038044MODEL.DWG, Layout:14 CROSS SECTIONS - PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 530 520 510 500 495 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 0 rl Iq N J W It 114+75 CROSS SECTIONS SCALE 0 io, 20 i !2 p M a0 Lo O (o 0 c M M A J W 1n u1 O J N N W Li N — — — — — — — ' — — — _ W O N N O M 0N O u- p W —2.00% 5.00% .00% I� —5.00% —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 5 530 P 6 6 i s 520 v' a 5 a i 510 s =I 5 6 I 500 s 495 114+50 PRnP0l1 530 520 510 500 495 10 20 30 40 50 w (3� 00 u- vi to a rn N N J W M J u W — _ O L ,f1 J O W N O --___ W O W O O LL _ M E N O _ 0 0 I p —2.00% 5.00% 5I007 I I-5.00% —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 530 520 510 505 00 00 N M Lo 114+25 530 520 510 500 495 10 20 30 40 50 J PROP. ao R/W co o 00 O N Y 0) O 530 Lo M N p J W c1 J W in rj � W N � W O co W N N (10 i � --tor-- W I N 520 oW O W o u- � o p —2.00% 5.00% 5. % —5.00% — — — — 510 505 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 STATE ROUTE VA STATE PROJECT RECR-002-017 EXISTING GROUND PROPOSED GRADE PROJECT SHEET NO. RECR-002-017 15 K: \RIC- - ALBEMARLE CTY ON-CALL44-BISCUIT RUN CADD XREF D11303B044MODEL.DWG, Layout:15 CROSS SECTIONS - PROJECT MANAGER REVISED STATE STATE SHEET N SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECTCROSS DESIGN SUPERVISED BY SECTIONS DESIGN BY AND ARE NOT TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION. scn�E VA 16 o io, 20 m 0 6 c o EXISTING GROUND E PROPOSED GRADE E O yT O L O a 0 J c 0 0 a 115+25 E 540 PROP. 540 .o R/W N c rn Y7 0 o U aV - m co Q J Of WV7 ^ N 530 Z N W JLo W 530 « Y v � J W 'o Q I a - M O o � W I O I li N - W I Z U. O LL t 520 \ = 520 a 4 82% 82 4.56% i E o — — - — V a m A L_ 6 510 510 e O �Y V a E a 6 500 500 0 0 495 495 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 a S 0 0 s L V L 3 5 6 'V OC O O O e a. 'm a 115+00 N 0 i T N p J W n R/W I r n n � r --- _ u1 W �n W J _ W f � W � v) W cV N n rt vi � a _ M �y Li: N O O O p \ \ -2.00� 5.00% I K:\RIC-CIV\113038 - ALBEMARLE CTY ON-CALL\44-9ISCUIT RUN\CADD\XREF\D113038044MODEL.DWG, Layout:16 CROSS SECTIONS - ROUTE 20 K:\RIC-CIV\113038 - ALBEMARLE CTY ON-CALL\44-9ISCUIT RUN\CADD\XREF\D113038044MODEL.DWG, Layout:16 CROSS SECTIONS - ROUTE 20 PROJECT MANAGER REVISED STATE STATE SHEET N SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECTCROSS DESIGN SUPERVISED BY SECTIONS DESIGN BY AND ARE NOT TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION. scn�E VA /7 o io, zo c m 0 6 c o EXISTING GROUND E PROPOSED GRADE E O yT O L O a 0 J c 0 0 a 115+75 E 540 PROP. 540 € R/W of o e w ) w rn ao cn — a Q Lo O o a0 530 w fO W `n w 530 N Y K Lo O o D_ p I o € I LL V_ N W Z O 0 O t 520 ` J 2.68% 2.687 —3.13% I 520 E 0 V O a m L_ 6 510 510 e O �Y V4 a E a 6 500 500 0 0 495 495 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 a S 0 0 s L V L 3 5 6 'V OC O O O e a. 115+50 m L_ 540 PROP. 540 -9 R/W Lnj w U a0 Lo 00 M Q _ j 00 M7 0 530 w ui w J 530 E a r wo O a E I W I O N LL o Z O m 520 m 3.75% 3.75% 3.88% 520 o_ a 510 I 510 e $ I L 500 500 O g 495 495 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 E i PROJECT SHEET NO. ae RECR-002-017 /7 K:\RIC-CIV\113038 - ALBEMARLE CTY ON-CALL\44-9ISCUIT RUN\CADD\XREF\D113038044MODEL.DWG, Layout:17 CROSS SECTIONS - ROUTE 20 PROJECT MANAGER REVISED STATE STATE SHEET N SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECTCROSS DESIGN SUPERVISED BY SECTIONS DESIGN BY AND ARE NOT TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION. scn�E VA 18 o io, 20 m 0 6 c o EXISTING GROUND E PROPOSED GRADE E O yT O L O a 0 J c 0 0 a 116+25 E r 540 540 a PROP. RAW Lo a W N rn c z o C Lq a a Z W J W to J .N __ ___ — 530 _-- -- a o 530 L EL N Li: O u- LLR Z O 520 U 0.84% 0.84% -2.267 I 520 L - _ EE 0 V O a L_ 6 510 510 e O �Y V4 a E a 6 500 500 0 0 495 495 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 a S 0 0 s L V L 3 5 6 'V OC O O O e a. 116+00 m m L_ T € 540 PROP. 540 8i co 0 5 0 530 530 0wci E 6 co z c 0 2520 520 oL CO O l G C P a 510 510 OC O S CV O V O L 500 500 O 81 495 495 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 i i FROJECT SHEETNO. REC18 R/W W N a n Z Q K:\RIC-CIV\113038 - ALBEMARLE CTY ON-CALL\44-9ISCUIT RUN\CADD\XREF\D113038044MODEL.DWG, Layout:18 CROSS SECTIONS - ROUTE 20 PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY 530 520 510 505 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. cm 0) co 0o W O co 01 m N N N 117+00 N CROSS SECTIONS SCALE 0 io, 20 n 00 O PROP. ,w W ul w w J� Lo / LW GO N N 00 _ lJl O W co n N ? o 0 N O I Ly li O Li: M O p O O � O aD I I I -1.71% -1.71% -0.85% -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 530 520 510 505 Lo to rn C-4 GO GO a0 ro Lo . N PROP. w N n GO C-4 A N 116+75 00 Ln M N o ,o N 0 JIN W W W J L2 Lo t0 J W co co O N W W J L w p O O a0 O N N N O co O O Li: O O W O 30p:1 I I �O 1 -0.86% -0.86% -1.89% -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 116+50 540 530 520 510 505 530 520 510 505 530 520 510 505 540 530 520 510 505 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 N O N Lo rn Ld ao v N PROP. RAW m 0 a0 N 0 Mo 00) uNi � N N t0 I aJ J J J W W Lo N Qj in U. W 00 Lo � O J W W O W t0 W ^ co N M N N O O O 1 TWO' li I li ri N O O O O 3.. Oq _Q O I I I -0.01 % -0.01 % 2.57% STATE ROUTE VA STATE PROJECT RECR-002-017 EXISTING GROUND PROPOSED GRADE SHEET N /9 PROJECT SHEET NO. RECR-002-017 /9 K: \RIC- - ALBEMARLE CTY ON-CALL44-BISCUIT RUN CADD XREF D113038044MODEL.DWG, Layout:19 CROSS SECTIONS - 5 P 6 5 0 PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. IR � 0 O_ M N M N N N N N I j J J W a0 O N O GO M co N N M aJ 117+75 N J � W Lo 00 O N CROSS SECTIONS SCALE o io, zo m n A k 530 co L 1. 1 530 LL• W W 0 O PROP. 0 0 0 0 R/W o I I I —2.00% —2.00% 0.65% ,4p0:1 —J 0.00:1 520 520 510 510 505 505 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 M M O co M N W) N O J 530 520 510 505 r O 117+50 N a0 O N h! N N 530 520 510 505 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 W co N 0000 W 0 J W co Lo M V) N N p O M O O PROP. R/W c6 LL M W I 0 0 0 0 0 W o I I 4.00:1 —2.00% —2.00% —1.27% _ coN O O N N N N Lo N � N 117+25 ci N N N N � IN III W W w J v) W PROP. J co In co Lo O O W o Li W 530 R/W m ul c6 ai a N N o 530 N ai li u- Li: M O O 0 O O O O I O —2.00% —2.00% —1.06% 50.00:1 -- -- _ 520 _ _ 520 510 510 1 1 1505 505 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 STATE ROUTE VA STATE SHEET N PROJECT RECR-002-017 20 EXISTING GROUND PROPOSED GRADE FROJECT SHEET NO. RECR-002-017 20 K: \RIC- — ALBEMARLE CTY ON—CALL44—BISCUIT RUN CADD XREF D113038044MODEL.DWG, Layout:20 CROSS SECTIONS — PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 530 520 510 505 CROSS SECTIONS SCALE 0 io, 20 STATE ROUTE VA STATE PROJECT RECR-002-017 EXISTING GROUND PROPOSED GRADE °o O 00 to t n Lo a a rn m m M aJ N N cq 0 N N N Lo J W J W 118+50 W J W m J Wco J W O M touo O c] OI O O O N N I N w v 0 0 0 0 0 0 530 0 0 I ,4A01 -2.00% -2.00% 0.08% —LI 50.00:1 520 510 505 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 co as ro n µ 00 N N J N N O 0 J 530 520 510 505 n co O co N 118+25 0 In W J J 530 520 510 505 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 O 00 W 00 W 0 O aJ OD M N N as I 0 W 0 0 0 0 ,4.00:1 00 O O O O O N N L� 0 O 0 2.00% -0.08% M N A � W v o> c%j J W O co co W n rn 118+00 W Lo J 0) M J W u9 u� O 0 O 0 00 Lq (D I ED N NT O O O N 530 coI L W 530 W o 0 0 0 W 0 0 W -2.00% -2.00% 0.22% —�--- 520 520 i 510 510 505 505 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 PROJECT SHEET NO. RECR-002-017 21 K: \RIC- — ALBEMARLE CTY ON—CALL44—BISCUIT RUN CADD XREF D11303B044MODEL.DWG, Layout:21 CROSS SECTIONS — PROJECT MANAGER REVISED STATE STATE SHEET N SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECTCROSS DESIGN SUPERVISED BY SECTIONS DESIGN BY AND ARE NOT TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION. scn�E VA 22 o io, zo m 119+25 $ < ao M 00 M 540 N N co to 540 a E N W " J J EXISTING GROUND a " " W W W W o PROPOSED GRADE € o N 06 I _ I N v N a M I lWi 0 0 0 530 I � 530 I I t I -5.00% -2.00% -2.00% 0.33% i a 0 fs 11 520 520 m e .2 a 510 510 x E E „ 505 505 a -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 .o v a a 0 a 0 N L CO O L 119+00 E 0 V a L " It :O O a0 N In cli 540 ;0n C4 - N 01 '� 04 540 N W W Lo W u1 W 4 W � J O W O 0 O O a U) 0)N1 - N 8 6 530 a Ll I Q W -0 - W 0 W 530 -5.00%I -2.00% -2.00% 0.35% —— II 0 S 520 520 s L V L 3 5 6 a 510 510 0 0 0 e 505 505 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 V C V O O L_ _CT O V € N 00 a Lo v a N � N ui L N N 2 W W 118+75 w W W M N O N O O a I I N S m 530 00 a 0 0 0 0 530 L � � O -2.00% I -2.00% 0.16% In e 520 520 8 V = 510 510 0 g 505 505 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 E i PROJECT SHEET NO. RECR-002-017 22 K:\RIC-CIV\113038 - ALBEMARLE CTY ON-CALL\44-BISCUIT RUN\CADD\XREF\D113038044MODEL.DWG, Layout:22 CROSS SECTIONS - ROUTE 20 PROJECT MANAGER REVISED STATE STATE SHEET N SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECTCROSS DESIGN SUPERVISED BY SECTIONS DESIGN BY AND ARE NOT TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION. scn�E VA 23 o io, 20 120+00 0)00 o n 7 <o n N N r N 540 L6 N LU W Lo J J 540 W W c W W W o [V OLo p c N rn I I cli 04 N _ 00 lWi LWi W lWi < I 0 0 0 530 ----- 53o E —__Ll _ .00% 2.00, —2.00% —0.41% EXISTING GROUND E --- -- PROPOSED GRADE E ]C O T 520 520 a 0 fs a c 510 510 0 e 8 505 505 .2 a -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 c 0 2 E E ]C T a 0 c 0 a 0 a 0 N 119+75 Y co N to co � N N a N t 540 N J Ln N 540 h N W W W W W W a N r N O O $ N a I I N t v a I Ll W O I 0 0 0 530 � 530 _ — - -- 0 0 -5.00% I-2.00% -2.00% -0.42% E a 6 520 520 0 rc `o c 510 510 0 s L V 505 505 9 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 6 'V a O O O e a. V C V O O L_ _CT O 119+50 � Lo n N O M aM0 0 540 C-4 ,, n '� L co N 540 i CA rn J W j J W J W 2 W J O W n O O c � 00 M i i N L � N _ o a o CF 530 I 530 L E 00 -5.00% I — -2.00% -2.00% 0.27% E I o_ - a, 0 520 520 $ I = 510 510 O 81 505 505 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 i i PROJECT SHEET NO. RECR-002-017 23 K:\RIC-CIV\113038 - ALBEMARLE CTY ON-CALL\44-BISCUIT RUN\CADD\XREF\D113038044MODEL.DWG, Layout:23 CROSS SECTIONS - ROUTE 20 s s PROJECT MANAGER_ SURVEYED BY, DATE — DESIGN SUPERVISED BY DESIGN BY THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. 540 530 520 515 120+75 CROSS SECTIONS SCALE 0 10' 20' —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 540 530 520 515 120+50 rl rl N N co n 0000 04 W)W) N N N n JJ J W In J W _ rn� c� O W O O rn II N M I �� 00 0 u- O _ Li: — — — —5.OM2 0% —2.00% U.03% — — I l` \ —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 120+25 540 530 520 515 540 530 520 515 540 530 520 515 540 530 520 515 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 7 co 00) 7 N N N O u7 CO N 00 N N Lo J J N to J 00 W W W J I� O p M W t N O O N Y I ^ N M W LL I 00 0 O ti W — — —5.0096 .0 % —2.00% —0.06% 0 I STATE PROJECT RECR-002-017 - - - - - - - - - - EXISTING GROUND PROPOSED GRADE 24 1 SHEET NO. RECR-002-017 24 K: \RIC_ — ALBEMARLE CTY ON —CALL 44—BISCUIT RUN CAD. XREF D113038044MODEL.DWG, Layout:24 CROSS SECTIONS — PROJECT MANAGER REVISED STATE STATE SHEET N SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECT DESIGN BY CROSS SECTIONS DESIGN BY AND ARE NOT AND TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION. SCALE VA 25 0 10, 20' 3 c .9 s EXISTING GROUND E PROPOSED GRADE _o Z. $ 121 +50 ;s 540 540 530 530 she a 520 520 0 515 515 b -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 S 3 8 8 S s 5 E 9 5 8 121+25 T E e 5 540 540 'o rc �g 530 530 h 6 S 520 520 e 5 S 0 e 515 515 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 V C_ O _CT VpO OC O .G O O V O E 121 +00 f s 540 540 0 530 530 5 520 520 515 515 �. —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 E PROJECT SHEET NO. RECR-002-017 25 K:\KIU-UV\113UJ0 - /LL AKL UIT M-UALL\M-MbWI1 KUK\UAUU\XKG \U11J{NOU? WLUUWUi WYOUVZO l UJS JGUIIUNS - KWIL ZU PROJECT MANAGER REVISED STATE STATE SHEET N SURVEYED BY, DATE THESE PLANS ARE UNFINISHED ROUTE PROJECT DESIGN BY CROSS SECTIONS DESIGN BY AND ARE NOT AND TO BE USED FOR RECR-002-017 ANY TYPE OF CONSTRUCTION. SCALE VA 26 0 10, 20' 3 c .9 s EXISTING GROUND E PROPOSED GRADE _o Z. $ 122+10 ;s 540 540 530 530 she a 520 520 0 515 515 b -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 S 3 8 8 S s 5 E 9 5 8 122+00 T E e 5 540 540 'o rc �g 530 530 h 6 S 520 520 e 5 S 0 e 515 515 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 V C_ O _CT VpO OC O .G O O V O E 121+75 f s 540 540 0 530 530 5 520 520 515 515 �. —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 E PROJECT SHEET NO. RECR-002-017 26 K:\KIU-UV\113UJ0 - /LL AKL UIT M-UALL\M-MbWI1 KUK\UAUU\XKG \U11J{NOU? WLUUWUi WYOUVZO l UJS JGUIIUNS - KWIL ZU