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Home My WebLink AboutSUB201100029 Plan - Approved 2011-03-21�9 OTSTA BIN al Will 0 =f al 01 WHITTINGTON SUBDIVISION PHASE A • TM 90 PARCELS 3, 45,46,47,48 SAMUEL MILLER DISTRICT, ALBEMARLE COUNTY, VIRGINIA CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION 3 4. APPROVED by tha Albemarle County Community 10peinprrien't Department Date j) File ---Q -(2 0— R I Cover Sheet R2 Notes, Abbreviations., &Legend R3 Overview R4 Road ..Plan -Road d A A R5 Road Plan --.,Road:'A R6 Waterline Profile Road A Extension R7 Road Plan - RoadyE,. R8 Road Plan - Road E and Stormsewer Profiles R9 Road Plan - Lobp Road and Calculations R10 Drainage Area Plan R11 Details q) - - v > < �'l C8 IL 0 D -E •E 03 C: 0 111 Oil T11, of MICHAEL F YERS Lic. No. 3028 StONAL co 0 W Uj m �C c) C) �� V3 P4 r m z co 0 z Q CO Ul Ll- C\2 co C5 Cn z C) E CD C-) c) U M rA 9:1 E- C)) CD o P-1 Q� z� Uj cn CD fij Cn DOM. PROJECT NO: 11.0006 INDEX TITLE: R I SHEET NO: 1 OF 11 SITE DATA & GENERAL NOTES CO ABBREVIATIONS CTV LEGEND DI DROP INLET DIP SITE DATA ELEC ELECTRIC FH FIRE HYDRANT FM FORCE MAIN F &C FRAME AND COVER F &G FRAME AND GRATE OWNER: GENERAL CONSTRUCTION NOTES: GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT 0 WHITTINGTON, LLC. 1. Prior to any construction within any existing public right -of -way, including connection to 0 C:d U w 2421 IVY ROAD any existing road, a permit shall be obtained from the Virginia Department of U Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of � GENERAL EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION CHARLOTTESVILLE, VA 22903 the permit. Where any discrepancies occur the requirements of the permit shall govern. m A W � 2. All materials and construction methods shall conform to current specifications and ASIAN ABANDON(ED) MAX MAXIMUM PROPERTY LINE ;:. ::; x 125 TC TOP OF CURB ELEVATION DEVELOPER: standards of VDOT unless otherwise noted. DOM. PROJECT NO: 11,0006 STONEHAUS 3. Erosion and siltation control measures shall be provided in accordance with the approved ADJ ADJUST MIN MINIMUM ADJACENT PROPERTY LINE x 125 BC BOTTOM OF CURB ELEVATION 2421 IVY ROAD erosion control plan and shall be installed prior to any clearing, grading or other 0 w z z CHARLOTTESVILLE, VA 22903 construction. AHD AHEAD MON MONUMENT CONCRETE -- - - - VACATED PROPERTY LINE .- 5 x 12 FL FLOW LINE ELEVATION 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. a co C3 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, APRX APPROXIMATE NIC NOT IN CONTRACT EASEMENT "' x 125 EOP EDGE OF PAVEMENT ELEVATION LEGAL REFERENCE & SOURCE OF TITLE: TAX MAP 89, PARCEL NO. 95 & TM 90 PARCELS 3, 45, 46, 47, & 48 lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the BC BACK OF CURB NTS NOT TO SCALE - �- BUILDING SETBACK x 125 SPOT ELEVATION DEED BOOK 3201, PAGE NUMBER 679 FOR ALL PARCELS County Engineer, or designee, it is deemed necessary in order to stabilize a drainage BFE BASEMENT FLOOR ELEVATION OC ON CENTER LLi UD Z z �� E� channel. U u, O H �, PARKING SETBACK ' :" ". x 125 TW TOP OF WALL ELEVATION MAGISTERIAL DISTRICT: SAMUEL MILLER 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BIT BITUMINOUS OH OVERHEAD A Qi �y U Control Devices. o ZONING LINE f <` t:; ; x 125 BW BOTTOM OF WALL ELEVATION SOURCE OF BOUNDARY SURVEY: DOMINION DEVELOPMENT RESOURCES, LTC. 06/05/07 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for BK BACK PE POLYETHYLENE ® TEST PIT LOCATION /BORING LOCATION I the Construction Industry (29 CFR Part 1926). BM BENCHMARK PERF PERFORATED �� LIMIT OF DISTURBANCE SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS, 06/28/07 I � BENCHMARK GENERAL CONSTRUCTION NOTES FOR STREETS: BS BOTTOM OF SLOPE PROP PROPOSED ..................................... FLOODPLAIN LIMIT THIS PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. 1. All materials and construction must be tested and documented according o VDOT 9 CB CATCH BASIN PRVD PROVIDED • IRON FOUND -FLOOD INSURANCE RATE MAP NUMBER: 51003CO410D & 51003CO407, DATED: 02/04/2005 standards and specifications. .:............. - az BUFFER ZONE 2. Surface drainage and pipe discharge must be retained within the public right -of -way or CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY "`' RMA within easements prior to acceptance. All drainage outfall easements are to be extended RMA - RESOURCE MANAGEMENT AREA UD UNDERDRAIN WATER SOURCE. ALBEMARLE COUNTY SERVICE AUTHORITY to a boundary line or a natural watercourse. CENTER LINE RCP REINFORCED CONCRETE PIPE '''' RPA 3. Guardrail locations are approximate. Exact length, location and appropriate end treatments RPA - RESOURCE PROTECTION AREA = ....««<:,,, -- «<<::<:;> �-- DRAINAGE LINE SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY will be field verified at the time of construction. Additional guardrail may be required at CL CHAIN LINK REM REMOVE locations not shown when, in the opinion of VDOT (for public roads) or the County CMP CORRUGATED METAL PIPE READ REQUIRED EDGE OF GRAVEL - RD ROOF DRAIN THIS PROPERTY IS ZONED: PRD PER ZMA 77 -18, ZMA 80 -07, & ZMA 2006 -011. Engineer (far private roads), or designee, it is deemed necessary. When guardrail is °s SEWER LINE required, it shall be installed four 4 feet offset from the edge of pavement to the face of q O 9 P CONC CONCRETE RET RETAIN -- - -- EDGE OF PAVEMENT " "' - e -- SETBACKS: FRONT YARD SIDE YARD REAR YARD guardrail, and roadway shoulder widths shall be increased to seven (7) feet. CG-2 - To TRENCH DRAIN BUILDING 30' 15' 20' 4. Where urban cross sections are installed, all residential driveway entrances shall conform CY CUBIC YARDS RT RIGHT - -- - - STANDARD 6" CURB to VDOT CG -9(A, B or C). TO CENTER R/W RIGHT OF WAY „ <: .. - CG -3 .._.,.. 6 °W WATER LINE 5. Where rural cross sections are installed, all residential driveway entrances shall conform to C/C CENTER STANDARD 4" CURB MAXIMUM NUMBER OF DWELLING UNITS: PHASE A: 17 VDOT standard PE -1. C &G CURB AND GUTTER R &D REMOVE AND DISPOSE CG-6 ............ :. "`'. ............ 4 "FP FIRE PROTECTION LINE 6. Compliance with the minimum pavement width, shoulder width and ditch sections, as P P COMBINATION 6" CURB & GUTTER PROPOSED ADT: 170 VPD (17 LOTS X 10 = 170 VPD) WITH THIS PHASE, shown on the typical pavement section detail, shall be strictly adhered to. DIA DIAMETER R &R REMOVE &RESET CG -7 - ... ...... " <_ 2 °oW WATER SERVICE LINE ULTIMATE ADT. ROAD A: 900 VPD 7. Road plan approval for subdivisions is subject to final subdivision plat validation. Should - -- -- COMBINATION 4" CURB &GUTTER ROAD E: 50o VPD the final plat for this project expire prior to signing and recordation, then approval of these EL ELEVATION 5D SIGHT DISTANCE GAS LINE plans shall be null and void. FIRE LANE STRIPING 8. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform ELEV ELEVATION SQ SQUARE - ~~ oNW OVERHEAD ELECTRIC WIRE PAVING SPECIFICATIONS: Traffic Control Devices and the Albemarle County Road Naming and Property Numbering PUBLIC ROADS: 6" - #21A AGGREGATE BASE MATERIAL Ordinance and Manual. ES END SECTION STA STATION ae BUILDING ENTRANCE ............. ............ - UGE UNDERGROUND ELECTRIC 2' - SM 9.5A SURFACE MATERIAL 9. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in EW END WALL SW SIDEWALK �LD LOADING DOCK °HT OVERHEAD TELEPHONE LINE CURRENT USE VACANT order to provide safe and convenient access. 10. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as EX EXISTING SWEL SOLID WHITE EDGE LINE ;. BOLLARD ucT UNDERGROUND TELEPHONE LINE determined by VDOT for public roads. EXIST EXISTING SWLL SOLID WHITE LANE LINE PROPOSED USE: SINGLE FAMILY RESIDENTIAL 11. VDOT standard CD -1 or CD -2 cross - drains are to be installed under the subbase ❑� DUMP�TER PAD CATV CABLE N at all cut and fill transitions and grade sag points as shown on the road profiles. 9 9 P P FDN FOUNDATION TBA TO BE ABANDONED LAND SCHEDULE: PRE - DEVELOPMENT (SF) % POST - DEVELOPMENT (SF) % 12. A video camera inspection is required for all storm sewers and culverts that are deemed -.- SIGN 0 786,694 41.8 inaccessible to VDOT or County inspections. The video inspection shall be conducted in FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED.. I- I DRAIN INLET LOTS O 0 0 187,744 10.0 accordance with VDOT's video camera inspection procedure. r � RIGHT -OF -WAY GTD GRADE TO DRAIN TC TOP OF CURB STEEL. GUARDRAIL '':_::- DRAIN MANHOLE OPEN SPACE 1,880,050 (4316 AC) 100 905.612 (20.79 AC) 48.2 LIST OF MANDATORY VDOT INSPECTIONS IF IRON FOUND TS TOP OF SLOPE ` [ PLUG OR STUB TOTAL 1,880,050 (43.16 AC) 100% 1,880,050 (43.16 AC) 100% a. Installation of any enclosed drainage system before it is covered .......... WOOD GUARDRAIL IS IRON SET TYP TYPICAL '= � FLARED END SECTION b. Installation of any enclosed utility placements within the right -of -way before being covered CONTRACTOR'S COORDINATION RESPONSIBILITIES LA LANDSCAPE AREA UG UNDERGROUND PATH HEADWALL c.' Construction of the cuts and fills, including field density tests, before placement of roadbed base 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. materials LOD LIMIT OF DISTURBANCE VESCHVA. E &S CONTROL HANDBOOK TREE (LINE 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAIID d. A final pavement design, based on actual soil characteristics and certified tests, shall be completed and LF LINEAR FEET YDS YARDS --�- -- FENCE _ OO SEWER MANHOLE EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WIITH approved before the pavement structure is placed ° a OR REFERENCED IN THE RECORDED EASEMENT. LT LEFT .' .: ....- '...'_.... STONE WALL SEWER CLEANOUT 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE START e. Placement of base materials, including stone depths, consistent with the approved pavement design, prior - �- RETAINING WALL OF ANY CONSTRUCTION. to placement of the paving course or courses, followed b field density and moisture tests and the P P g Y Y Wv ® WATER VALVE &BOX placement of a paving course as soon as possible 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT UTILITY � � �� - - - - STREAM /POND /WATER COURSE ENGINEER FOR CLARIFICATION AND /OR DIRECTION, INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWIN f. Construction of pavement, including depth and density, upon completion as part of the final inspection. ^� FIRE HYDRANT RISK. ARV AIR RELEASE:VALVE MH MANHOLE ...... .... ......... - - - - DETENITION BASIN wM WATER METER 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED) TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION ANLD RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRAC TO R SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE: WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONSS, ORDINANCES AND STATUTES. 15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILLITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH TTHE UTILITY REPRESENTATIVES. M� BOA BLOW OFF ASSEMBLY CO CLEANOUT CTV CABLE TELEVISION DI DROP INLET DIP DUCTILE IRON PIPE ELEC ELECTRIC FH FIRE HYDRANT FM FORCE MAIN F &C FRAME AND COVER F &G FRAME AND GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT PVC POLYVINYL CHLORIDE RIM RIM ELEVATION SAN SANITARY SCC STORMWATER CONVEYANCE CHANNEL SD STORM STIR DRAINAGE STRUCTURE TSV TAPPING SLEEVE & VALVE UP UTILITY POLE WL WATER LINE WM WATER METER WV WATER VALVE 6 "V 6" VALVE X SILT FENCE © WATER WELL ........... ......... 12 - CONTOUR ov GAS VALVE oo INDEX CONTOUR OM GAS METER 4 ° CONCRETE PAVEMENT / SIDEWALK EM RIPRAP ALT NEW ASPHALT y W y Y Y W GRASSY A EC -2 BLANKET MATTING T❑ EC -3 TYPE A - - - EC -3 TYPE B ' ........................: :, I.... ....:.........:.........:...... GUY POLE WETLAND MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. Lm v ,nNN�Q 2 N 0 L L - U /d �w v �i ac" �T 1A 0'F MICHAEL Lie. No. x3028 �o Zi6'�l ww s I ON A L ELECTRIC MANHOLE EM � ELECTRIC METER + LIGHT POLE A TELEPHONE MANHOLE T❑ TRANSFORMER PAD { UTILITY POLE GUY POLE MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. Lm v ,nNN�Q 2 N 0 L L - U /d �w v �i ac" �T 1A 0'F MICHAEL Lie. No. x3028 �o Zi6'�l ww s I ON A L INDEX TITLE: R 2 SHEET NO: 2 OF 11 DATE: 03/15/11 0 z � J Q � rn A Q i� M W 0 0 w Y 0 C:d U w U O cn � � W w m A W � wz n U � w w DOM. PROJECT NO: 11,0006 M 0 w z z U-1 a co C3 07 M LLi UD Z z �� E� U u, O H I U E5 A Qi �y U o q I w � I Z W INDEX TITLE: R 2 SHEET NO: 2 OF 11 DATE: 03/15/11 0 z � J Q � rn Q O W 0 0 C:d W � wz � w w DOM. PROJECT NO: 11,0006 INDEX TITLE: R 2 SHEET NO: 2 OF 11 DATE: 03/15/11 TM 89 , EVERGR, CON DB 303 ZONI USE: I' WATER LINE EA DB 2638 PG E om OPEN (20.79 W/ P� 150 0 150 300 450 SCALE: 1" = 150' A Eauivalent Access Note: Node / Road Segment Diagram: Proposed trail provides equivalent pedestrian access to all lots. Connectiviity Index = # Segments / # Nodes 15/10= 1.5 Connectiviity Reduction = Percentage of Boundary Affected with 20% Slopes or Greater X 0.6 (4,055 LF Slopes / 12,701 LF Boundary) * 0.6 0.319 X 0.6 = 0.1914 Connectiviity Index Required = 1.6 - 0.1914 = 1.4086 ,E t 65 J. 1 7X Z1 ; WAY 17'EPARA 1�1' MOUNTAIN Y ASSOCIATION ,�1 PC 113 ONC�D: RI P SPACE i ` 1 / 0 a I,/ � v iv ?-� ,i H MICHAEL F. YER 9 Lie. No. 3 028 kZ- (6-11 ,ONAL' ��yG M H H W ra O z oC) 0 Ai zo a E- E-+ 0 P ZI -�I Cj �' E0 rW V 1 Cj ��D N IUD C =mm 0 C) •� � TM 69 PAR 73F7 ►-H s EVERGREEN LAND •� _ U \ TM 69 PAR 73F5 I EVERGREEN LAND l COMPANY DB 3033 269 COMPANY I l' ZONED: : RA DB 3033 PC 269 \ I USE: VACANT ZONED: RA O \ USE: VACANT T 89 PAR / LAND EVERGREEN LAND Q -,. 150 0 150 300 450 SCALE: 1" = 150' A Eauivalent Access Note: Node / Road Segment Diagram: Proposed trail provides equivalent pedestrian access to all lots. Connectiviity Index = # Segments / # Nodes 15/10= 1.5 Connectiviity Reduction = Percentage of Boundary Affected with 20% Slopes or Greater X 0.6 (4,055 LF Slopes / 12,701 LF Boundary) * 0.6 0.319 X 0.6 = 0.1914 Connectiviity Index Required = 1.6 - 0.1914 = 1.4086 ,E t 65 J. 1 7X Z1 ; WAY 17'EPARA 1�1' MOUNTAIN Y ASSOCIATION ,�1 PC 113 ONC�D: RI P SPACE i ` 1 / 0 a I,/ � v iv ?-� ,i H MICHAEL F. YER 9 Lie. No. 3 028 kZ- (6-11 ,ONAL' ��yG M H H W ra O z oC) 0 Ai zo a E- E-+ 0 P ZI -�I Cj w r m 0 w U W U C/] I V m Z 'S W Z C7 W a 0 �i U Q P-1 bi (Y Q c. Z J Q U- M w 0 qq p4w DOM. PROJECT NO: 11.0006 INDEX TITLE: ]a[) 3 SHEET NO: 3 OF 11 DATE: 03/15/11 �' rW V 1 ��D C) O � ►-H H T /mil O H C�DJ w rL� W r,� J F- W W W W w r m 0 w U W U C/] I V m Z 'S W Z C7 W a 0 �i U Q P-1 bi (Y Q c. Z J Q U- M w 0 qq p4w DOM. PROJECT NO: 11.0006 INDEX TITLE: ]a[) 3 SHEET NO: 3 OF 11 DATE: 03/15/11 77 t 1 .11 _cD rrl - --- ll� 07 , 11 cnl N \N, c-n Cc N LOT 3 N, C\j Z c� c: F3- a _R (D a) C) A c _5 "n -t 't q) co C() . .. . ..... ... C\j Q 1�\ LOT 4\-,, L 01 2 '12 IN........................ C/) I STREAM BUFFER N. IN. ..... ... ................... 09 IN . ...... - . . 0 P EN P A C E . ..... q, I ZJ Is LOOP 'ROAD Z 4 Q1 —5, PUBLTC R -,r7 (SAN SHEE 9) _j Qa .I C/) v/ r rv.. X LOT 11 cc cn X �c .05 IR CD X, HORIZON Y-1 f cl> 01 D = 271 T = 7ZT R = *oxo MICHAEL F. Lie. No. 28 0 L = 1427.46 'y C = 1414.03 41 ub!S paadl\ CD N 46-08-46'//W PI 18+14.75 61 '0,(nNTA T S P 9 JOSIAPV S�ta AJ Ap Stop Si�gn_ . .. .... 01 Street u d j ame Sig 0�_ NN, co ,,,-Stop Si�n 01 C) LLJ 0 St et Name JAb�s -I, Future,,.ItOP Road A Ext,6nded ca I Ro A EOR re G \N, c) C) co clYD Qrl ?1� "I t�z I OP '-Raised Gross Median D-2 L-,� CD-1 tD 1 DI WERMAIN 7 Future/CL Road x jen CA z cl_j (VDOT Stc. MS-2) BOA Lc) _`7 e i zz— 3t Si n Street,\ L.Lj 00 Pee 181.8'- 1 RCP C" 'CLAS S I�f @ 1.827. X0. I Name S, n 20",paterlin c Easement Lj w z 1 /UPPER INV = 504.00 IN LLj z LOWER/, INV = 5(00.70 LLJ Lf) CQ L, 0 T 50 LOT 0 zz� I C5 LOT51 F X 25�4rivate Lo eral Ease. 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N.__ - -: 1,_,.,,.µ_-_ : :.cam_. ,LN___ -- - .,- -- :... 1111__ _. _...cv. _,__..,.,_., »1111 0 +00 USE FOR LOTS 49, 50, 52, 53, 54, 56, & 86 18 +00 1111 - -U1 j _� ,_ - -- - - -- - -,� .,_r� ---- _ _.. :_.,.__._._.,..._in. Imo___,,.,,,-- --- - :_ --------+ „____� .L..-.------ 11_ -,.., 1111.., --- 1...I-- ,-Lc�_ _�......__________-,.,-1.------- 11__ 1111 -_ "). SCALE: 1 " =10' r / 18 +50 19 +00 19 +50 2(0 +00 20 +50 21+00 DATE: 03 15 11 r 530 520 510 500 so 470 C1/1 X L 4-Y 0, 123 Lo 00 N C14 k D C , Q,- Y), / I / z LOT 51 C/) Q) LOT 50 C3 CD ox __F_ U151S j1w1] p@9dS V00 (Z -0 'PIS IOGA) UDIP@A SSOJO P@S]DN dO_j EOP = 14+07.39,11, Y dog A ILE WIDTH __9(7 V 00 iS dojS_Z� 181, 8" RCP UBIS @WDN CLASS III @ 1.82% /0 dols UPPER INV = 504.00 LOWER INV = 500.70 Ad vi ry I -5geec z, -2 LOT I X39 ;� t \Q4i o -� / co /� /t( I II N CD co N-71 (Z) _CD Dl- LD N/ 0 rb c. .... .. .... 8' _E_@ _4,,54% 37.4'-15" R ER CLASS III @ 5.03% 1(9, z z bPPER INV = 5N 38 LOWER INV = 502.4Q &5 . .............. ....... LOT 2 0 '\,30 60 i\ 9 -,1 3 G�,. 9+50 10+00 0+50 11+00 1+50 12+00 2+,DU -I 1S +Uu 1� +::) U I Z++UU 4+ DU 530 67,111 510 500 WON =1 470 LD-268 Roadside Ditch Calculation Whittington Subdivision - Phase A lEarth l Protective Lining 1 0.9 1 0.5 1 0.3 CA ITc 112 JQ2 I ISlope jAllow In se1ejn=.0 I n=.05 I n=.015 1110 Q10 DEP Remarksl I STA I STA IVVS ICA IWS ICA IWS ICA Inc I IAcc I I I I I ft/ft I Vel I lVel IQn IVEL IDEP IQn IDEP I I I I SCC 1 1 w 1 1 Q) Q) 1 1 1 Q) 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 _101 11 741 �n 140 0.021 20 0.014 0.053 0.053 5.0 5.5 2.34 _j �Z-XDW zn 4.0 0.051 2.50 0.12 1.96 0.69 1 7.07 4.58 7.071 3.03 0.76 EC -2 111 12 24 0.05 20 0.02 30 0.021 0.059 0.112 5.7 5.2 2.61 0.05 0.020 4.0 0.051 2.35 0.13 2.02 0.72 8.571 0.95 6.781 3.40 0.79 EC -2 12 11 9 0.019 29 0.033 37 C:� 0.078 0.19 6.5 5.0 0.95 0.055 4.0 0.05 2.07 0.05 2.29 0.41 14+00 to 17+00 6.58 1,25 0.45 EC-2 Lr) 10 9 Jot 2 0.045 37 0.026 0.089 0.279 7.2 J C%4 CC) Lp 1.35 VDOT EC-2 0.020 4.0 0.05 -1.88 0.07 1.71 0.56 I 11 L-4- 1.77 0.62 EC-2 16 15 10 0.021 40 0.046 In 0,015 0,0621 0.36 8.2, 4.61 1.66, 11.3;3' 0.020 4.0 0.05 1.96 0.08 1.80 0.61 1 - 1 6.09 2.20 0.67 EC-2 5 14 10 ]E 0,021 50 0.058 rd b C) 0.125 0.4861 �J. 1 4.4 _114� _j I -T C14 0.020 4.0 0.05 z 0.11 1.92 0.67 24 5.86 2.84 0.74 EC -2 14 13 13 0,027 40 0.0231 2201 0.152 0.225 I 1 10.0 4. LOT 49 020 4.01 0.05 1 0.15 2.09 0.761 t 1 1 5.i�5 4.021 0.85 EC-2 13F12 23F X 25 22 481 0.033 0.1091 0.821 10.8 4.1 0 1 0.0351 4.01 0.051 18 2.64 0.711 , ID 1 5.48 4.490.79 16- EC-2 NIVYV831' YM JU rt rn LLi _j ub. . ......... @ ? co c> 18 E- gn -20 n Q) C0 0 w Lj_j Advisor '`Speed 15- Sign �6 :? 94 to (;UKVL /D = 135*41'10" T = 368.35 R = 150.00 L = 355.23 C = 277.85 CD = S 53*04!10" E PI Sta = 13+94.44 . L 0 T 3 530 520 510 500 so 470 C1/1 X L 4-Y 0, 123 Lo 00 N C14 k D C , Q,- Y), / I / z LOT 51 C/) Q) LOT 50 C3 CD ox __F_ U151S j1w1] p@9dS V00 (Z -0 'PIS IOGA) UDIP@A SSOJO P@S]DN dO_j EOP = 14+07.39,11, Y dog A ILE WIDTH __9(7 V 00 iS dojS_Z� 181, 8" RCP UBIS @WDN CLASS III @ 1.82% /0 dols UPPER INV = 504.00 LOWER INV = 500.70 Ad vi ry I -5geec z, -2 LOT I X39 ;� t \Q4i o -� / co /� /t( I II N CD co N-71 (Z) _CD Dl- LD N/ 0 rb c. .... .. .... 8' _E_@ _4,,54% 37.4'-15" R ER CLASS III @ 5.03% 1(9, z z bPPER INV = 5N 38 LOWER INV = 502.4Q &5 . .............. ....... LOT 2 0 '\,30 60 i\ 9 -,1 3 G�,. 9+50 10+00 0+50 11+00 1+50 12+00 2+,DU -I 1S +Uu 1� +::) U I Z++UU 4+ DU 530 67,111 510 500 WON =1 470 LD-268 Roadside Ditch Calculation Whittington Subdivision - Phase A lEarth l Protective Lining 1 0.9 1 0.5 1 0.3 CA ITc 112 JQ2 I ISlope jAllow In se1ejn=.0 I n=.05 I n=.015 1110 Q10 DEP Remarksl I STA I STA IVVS ICA IWS ICA IWS ICA Inc I IAcc I I I I I ft/ft I Vel I lVel IQn IVEL IDEP IQn IDEP I I I I SCC 1 1 w 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _101 11 741 0.153 140 0.021 20 0.014 0.053 0.053 5.0 5.5 2.34 4.0 0.020 4.0 0.051 2.50 0.12 1.96 0.69 1 7.07 4.58 7.071 3.03 0.76 EC -2 111 12 24 0.05 20 0.02 30 0.021 0.059 0.112 5.7 5.2 2.61 0.05 0.020 4.0 0.051 2.35 0.13 2.02 0.72 8.571 0.95 6.781 3.40 0.79 EC -2 SCC 2 1 w 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 13 9 0.019 181 0.021 20 0.014 0.053 0.053 5.0 5.5 0.29 4.0 0.055 4.0 0.03 2.50 0.47 5.431 1 1 7.07 4.58 7.071 0.38 0.24 1 Grass 13 12 9 0.019 171 0.02 30 0.021 0.059 0.112 5.7 5.3 0.59 0.05 0.055 4.0 0.05 2.35 0.03 2.03 0.34 8.571 0.95 6.84 0.77 0.38 EC-2 12 11 9 0.019 29 0.033 37 0.026 0.078 0.19 6.5 5.0 0.95 0.055 4.0 0.05 2.07 0.05 2.29 0.41 14+00 to 17+00 6.58 1,25 0.45 EC-2 11 10 9 0.019 39 0.045 37 0.026 0.089 0.279 7.2 4.8 1.35 VDOT EC-2 0.020 4.0 0.05 -1.88 0.07 1.71 0.56 VDOT EC-2 11 6.36 1.77 0.62 EC-2 16 15 10 0.021 40 0.046 In 0,015 0,0621 0.36 8.2, 4.61 1.66, 11.3;3' 0.020 4.0 0.05 1.96 0.08 1.80 0.61 1 - 1 6.09 2.20 0.67 EC-2 5 14 10 ]E 0,021 50 0.058 rd b 0.047 0.125 0.4861 �J. 1 4.4 2. 0.020 4.0 0.05 z 0.11 1.92 0.67 5.86 2.84 0.74 EC -2 14 13 13 0,027 40 0.0231 2201 0.152 0.225 I 1 10.0 4. 2.991 _ 020 4.01 0.05 1 0.15 2.09 0.761 t 1 1 5.i�5 4.021 0.85 EC-2 13F12 23F 0,048 25 0.029 481 0.033 0.1091 0.821 10.8 4.1 3,331 1 0.0351 4.01 0.051 1 0.17 2.64 0.711 1 1 5.48 4.490.79 EC-2 SCC 3 1 w 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15 14 10 0.021 20 0.023 0 0 0.044 0.044 5.0 5.5 0.24 4.0 0.035 4.0 0.03 2.01 0.47 5.431 1 1 7.07 4.58 7.07 0.311 0.241 Grass 14 13 13 0.027 13 0.0151 0 01 0.042 0.0861 5.8- 5.21 0.45 0.05 0.035 4.0 0,03 2.35 0.52 5.55 0.86 8.571 0.95 1 6.791 0.581 0.30 Grass 15 14 9 0.019 18 0.021 0 a F0.039 0.181 5.01 0.63 1 0.090 40 0.031 2.07 OM 1 0.34 14+00 to 17+00 1 6.561 0.821 0.38 Grass SCC 4 1 w 1 1 1 Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 1 1 C 1 1 2 0' 1 1 13+00 to 14+00 1 1 15 16 10 0.021 22 0.025 0 0 0.046 0.046 5.0 5.5 0.25 4.0 0.035 4.0 0.03 2.03 0.47 5.431 1 1 7.07 4.58 7.07 0.33 0.24 Grass 10 11 9 0.019 17 0.02 32 0.022 0.06 0.106 5.8 5.2 0.55 0.05 0.020 4.0 0.03 2.01 0.52 5.55 0.86 8.571 0.95 6.79 0.72 0.37 Grass 11 12 9 0.019 16 0.018 55 0.038 0.075 0.181 6.6 5.0 0.90 0.010 4.0 0.03 1.75 OM 2.031 0.34 14+00 to 17+00 6.53 1.18 0.50 Grass 12 13 9 0.019 29 0,033 30 0.021 0.073 0.254 7.6 4.7 1.20 VDOT EC-2 0.010 4.0 0.03 -1.88 0.55 4.921 0.95 VDOT EC-2 11 6.25 1.59 0.56 Grass 13 . 14 9 0.019 25 0.029 20 0.0141 0.061 0.3151 8.5 475=1.43 11.441 11.3;3' 0.010 4.0 0.03 1.96 VDOT EC-2 14 0.. - 1 - 6.02 1.90, 0.60 Grass SCC 5 1 w 1 1 1 Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 1 Schedule. C 1 1 2 0' 1 1 13+00 to 14+00 1 141 11 12 9 0 .019� 15 0.0 17 0 0 61 0.0361 5.01 5.51 0.201 4.0 1 0.0101 4.0 0.03 1.19 0.47 5.431 1 1 7.07 4.58 7.07 0.25 0.28 Grass 12 13 9 0.019 2�5 �OO 2 91 0 01 0.0471 0.0831 6.41 5.01 0.421 0.05 1 0.0101 4.0 0.03 1.45 0.52 5.55 0.86 8.571 0.95 6.61 0.55 0.33 Grass 13 14 9 0.0191 201 0,0231 01 01 0.0421 0.1251 7.51 4.71 0.591 1 0.0551 4.0 0.05 8 OM 2.031 0.34 14+00 to 17+00 6.27 0.78 0.38 EC-2 SCC 6 1 w 1 1 1 Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 1 Schedule. C 1 1 2 0' 1 1 13+00 to 14+00 1 141 14 131 9 0.019 15 0,017 0 0 0.036 0.036 5.0 5.5 0.20 4.0 0.055 4.0 0.03 2.26 0.47 5.431 0.83 1 7.07 4.58 7.07 0.25 0.21 Grass 13 12 9 0.019 15 0.017 0 0 0.036 0.072 5.7 5.2 0.38 0.05 0.120 4.0 0.05 1.80 0.52 5.55 0.86 8.571 0.95 6.96 13.50 0.95 -Rip-Rap 12 11 9 0.019 15 0.017 0 0 0.036 0.108 6.7 f 10.82 0.020 4.0 0.05 8 0.54 2.881 123 14+00 to 17+00 6.86 14.06 1.35 Rip-Rap 11 10 9 0.019 20 0.023 0 0 0.042 0.149 7 5.1 11.05 VDOT EC-2 0.083 4.0 0.05 - 0.55 4.921 0.95 VDOT EC-2 11 6.67. 14.431.05 0.48 Rip -Rap 16 17 10 0.021 50 0.058 n 008 0.119 - 7.7 5.0 11.441 11.3;3' 0.083 4.0 0.05 VDOT EC-2 14 0.. - 1 - 6.57 14.98 1.06 Rip-Rap SCC 7 1 w D 1 Road C STATIONING Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 1 Schedule. C 1 1 2 0' 1 -i 4 13+00 to 14+00 GRASS 141 24 23 10 0.021 35 0.04 2385 11.646 1.707 1.707 5.0 5.5 9.34 4.0 0.120 4.0 0.05 1.41 0.47 5.431 0.83 1 7.07 4.58 7.07 12.07 0.91 Rip-Rap 23 22 10 0.021 22 0.025 270 0.186 0.232 1.939 5.3 5.4 10.42 0.05 0.120 4.0 0.05 1.80 0.52 5.55 0.86 8.571 0.95 6.96 13.50 0.95 -Rip-Rap 22 21 10 0.021 22 0.025 94 0.065 0.111 2.05 5.6 5.3 10.82 0.020 4.0 0.05 8 0.54 2.881 123 14+00 to 17+00 6.86 14.06 1.35 Rip-Rap 21 20 10 0.021 19 0.022 101 0.07 0.112 2.162 6.2 5.1 11.05 VDOT EC-2 0.083 4.0 0.05 - 0.55 4.921 0.95 VDOT EC-2 11 6.67. 14.431.05 0.48 Rip -Rap 20 19 10 0.021 1 0:018 6 008 0.119 - 7.7 5.0 11.441 11.3;3' 0.083 4.0 0.05 VDOT EC-2 14 0.. - 1 - 6.57 14.98 1.06 Rip-Rap 19 18 10 0.021 14 _�6 J� 6 1 �: =1140.079 - - ' ' ' 0.348 8.2 - I - z - 5.001 0.97 _6.471 _15� 1.08 Rip-Rap 18 17 0 +0 0-2 1 201 0.0231 471 0 .032 1 0.0761 2,4681 8.81 4.51 1.72 _ 0.083 . 1 ��6 1 6 t_ 3.09 0.47 t 00 6.371 15.72 1.08 Rip -Rap SCC 7a SCC w D 1 Road C STATIONING Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 1 Schedule. C 1 2 0' 1.33! -i 4 13+00 to 14+00 GRASS 141 24 23 10 0.021 14 0.016 175 0.121 0.158 0.158 5.0 5.5 0.86 4.0 0.120 4.0 0.05 1.41 004 2.99 0,34 1 7.07 4.58 7.07 1.11 0.37 EC-2 23 22 10 0.021 14 0.016 10 0.007 0.044 0.201 5.6 5.3 1.07 0.05 0.120 4.0 0.05 1.80 0.05 3.16 0.37 8.571 0.95 6.88 1.38 0.41 EC -2 22 21 10 0.021 14 0.016 0 0 0.037 0.235 6.1 5.1 1.22 0.020 4.0 0.05 8 0.06 1.67 0.54 14+00 to 17+00 6.70 1.60 0.60 EC-2 21 20 10 0.021 14 0.016 0 0 0.037 0.275 7.1 4,9 1.34 VDOT EC-2 0.083 4.0 0.05 - 0.07 2.90 0.43 VDOT EC-2 11 6.40 1.76 0.48 EC-2 20 - VDOT EC-2 12 0' 1 US - - 7.7 13 0' 11.3;3' - -, 7� VDOT EC-2 14 0.. - 1 - .94, 0.49 C-2 19 18 10 0.021 14 0.016 0 0 0.037 0.348 8.2 - GRASS z 0 18 17 10 0.021 14 0.016 ol 01 0.0371 0.3851 8.81 4.51 1.72 _ 0.0831 4.01 0.05 1 0.09 3.09 0.47 t 00 5.94 1 2.29 1 0.53 EC -2 SCC a SCC w D 1 Road C STATIONING Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 10+00 to 12+00 Schedule. C VDOT EC-2 2 0' 1.33! -i 4 13+00 to 14+00 GRASS 141 141 15 9 0.019 291 0.0331 52 0.0361 0.088 0.0881 5.0 5.5 0.48 4.0 0.095 4.01 0.03 1.41 0.681 1.1 0.33 1 7.07 4.58 7.07 0.50 0.36 -2 151 166 91 0.019 2310.0261 0.029 110 0.0761 0.121 0.2091 5.7 5.3 1.10 0.05 0.095 4.01 0.05 1.80 0.05 2.911 0.39 8.571 0.95 6.83 1.43 0.43 EC-2 161 17 91 0-019 20 0.023 1 144 0.099 0.141 0.351 6.3 5.1 1.78 0.095 4.01 0.05 8 1 US - 14+00 to 17+00 6.64 2.32 0 51 EC-2 SCC 9 SCC w D 1 Road C STATIONING Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 10+00 to 12+00 Schedule. C VDOT EC-2 2 0' 1.33! -i 4 13+00 to 14+00 GRASS 141 211 201 91 0.009 16 0.018 1251 0.043 0.07 0.07 5,0 55 0.39 4.0 0.010 4,0 0.03 1.41 0.681 1.1 0.33 1 7.07 4.58 7.07 0.50 0.36 Grass 201 191 91 0.019 25 0.029 116[_ 0.08 0.128 0.198 6.2 5.1 1.01 0.05 0.010 4.0 0.03 1.80 =0.2013. GRASS 1 6.88 8.571 0.95 6.67 1.32 0.52 Grass 191 181 91 0.019 32 0.037 125 0).086 RIP-RAP 7A 0' US 17+00 to 21+00 - VDOT EC-2 8 0' US - 14+00 to 17+00 1 6.39 2.17 0.55 -EC-2 SCC 10 SCC w D 1 Road C STATIONING Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 10+00 to 12+00 Schedule. C VDOT EC-2 2 0' 1.33! -i 4 13+00 to 14+00 GRASS 141 36 9 0.411 41 0.101 9 0.1371 0.648 0.648 5.0 5.5 3.54 5.5 1 0.050 4.0 0.05 4.0 0.18 3.071 0.681 1.1 0.33 1 7.07 4.58 0.75 EC-2 17 F40 9 - 0.428 I - 4FO - 106 4 - 07063 0,598 1.245 5.5 5.3 13+00 to 14+00 1 0.050 4.0 0.05 1.33' 0.33 3.59[ 0=.86 =0.2013. GRASS 1 6.88 8.571 0.95 EC-2 SCC 11 SCC w D Road A STATIONING Road C STATIONING Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 10+00 to 12+00 Schedule. C VDOT EC-2 2 0' 1.33! -i 4 13+00 to 14+00 GRASS 2 20 16 9 0.075 1 4 0.018 1 01 0.093 0.093 5.0 5.5 0.51 14+00 to 15+00 0.050 4.0 0.05 US 1 0.03 1.1 0.33 10+00 to 14400 GRASS 7.071 0.66 0.36 EC-2 171 40 91 0.428 4 0.106 US 0.127 1 0.661 13+00 to 14+00 VDOT EC-2 6 0' 1.33' -=[ =0.2013. GRASS 6 01 1.3;31116+00 to 17+00 0.78 EC -2 rt LD-268 Roadside Ditch Calculation R 9 ,,,/ NOT TO SCALE STORMWATER CONVEYANCE CHANNELS SCC w D Road A STATIONING Road C STATIONING Road E STATIONING Loop Road, STATIONING LINER 1 0' 1.33' 10+00 to 12+00 Schedule. C VDOT EC-2 2 0' 1.33! -i 4 13+00 to 14+00 GRASS 2 0' US 12+00 to 16+00 10+00 to 13+00 Cn VDOT EC-2 3 0' 1.33' 13+00 to 15+00 w 14+00 to 15+00 GRASS 4 0' US 15+00 to 16+00 10+00 to 14400 GRASS 5 0' US 11+00 to 13+00 GRASS 5 0' US 13+00 to 14+00 VDOT EC-2 6 0' 1.33' 13+00 to 14+00 - GRASS 6 01 1.3;31116+00 to 17+00 10+00 to 13+00 - VDOT EC-2 7 0' US 17+00 to 24+00 - RIP-RAP 7A 0' US 17+00 to 21+00 - VDOT EC-2 8 0' US - 14+00 to 17+00 - VDOT EC-2 9 0' US - 19+00 to 21+00 - GRASS 9 0' US - 18+00 to 19+00 - VDOT EC-2 10 0' US - 14+00 to 17+00 - VDOT EC-2 11 0, 1.33' - 20+16 to 17+40 - VDOT EC-2 12 0' 1 US - VDOT EC-2 13 0' 11.3;3' - VDOT EC-2 14 0' 1.3:3' - GRASS E US - GRASS 16(F 0' UZY - GRASS EC-2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal. EC-3 blanket/matting shall be Model C350 as manufactured by North American Green, or approved equal. (M Stormwater Conveyance Channel Schedule. C NOT TO SCALE ry iv 0, o MICHA Lie. No. 028 Al '(ONAL E 0 q C: 1c, 1) C) C 0 -i 4 C: Cn E c: w 0 ry iv 0, o MICHA Lie. No. 028 Al '(ONAL 0 P-4 LIJ z O J U_ C) Qi � C) C) rY) E1 E-� CD C) CD P4 ww DOM. PROJECT NO: 11.0006 INDEX TITLE: Q 9 SHEET NO: 9 OF 11 DATE: 03/15/11 Cn 0 Y w co O M E0 z w z 0 co w CQ 00 00 rn LLi _j z rn co c> C) E- E- 0 P-4 LIJ z O J U_ C) Qi � C) C) rY) E1 E-� CD C) CD P4 ww DOM. PROJECT NO: 11.0006 INDEX TITLE: Q 9 SHEET NO: 9 OF 11 DATE: 03/15/11 ' IIIIU3 co IIIIIItId I LU IIIItIL C\2 IIIICD IIIlb co IIINDEX TITLE: 11 -- -------- I1 0 � . .--. Rt 0 ) �Assli�OWN 100 0 100 200 0DILMEALUL SCALE: I" = 100' 300 SCC DRAINAGE AREAS II10 AS SHOWN 100 i0o 200 300 SHEET NO: 10 OF 11 DATE: 03/5/1 ItA /A f.99 6 a- CL 10, 1 C - -------------- - - - - - - - - ----------------- _ --------- ... .... 7 - - ------------ 2 ------ ----------------------- Gravel A�Ges8 Road ... . .. .... . --------- ------ -- I if %Z Q) E Cf) LO 500' Sight Dist. % W) cow) L_J I ..... ...... 0 0 X11.5 X1 7 20' Drainage Easement e - ----- --- ------------------------ ------------------- ----------- -------------- -------------- ------------- -------- --------------- / ---------------------------- -- ------- f I I CMP Culvert I - \1,0' Access c e s s E Sm ent j L � I I Nature 7011171 7 7- ---------- 8'(Shoulder Ed of Pavement 5eO t htt- Do' 1 _ 00 Tape BOPS --10 +00.0000 ........... .... . ..................... ............. ........... ........ . . . . . ..... ..... ..... . . .... . ....... alid- -white p 2 White Skip Ling. -- t 1? 0 0i ... ... 6inted line of arrow at tate j�wu .. ..... .. . Beginning b ffu, I I - - ----- pacing _aouble Yellow Une-§ - - - - ---- I r width turn lane. Lynch bu?�g__ .-P o ad 120 ST._ROUTE 631 IMPROVEMENTS SCALE: I" = 40' 40' R/W (+P ROAD) 50' R/W (R AD E) 43 12'** 12j** 4$ 4.5' MIN 9'* 91* MIN r-2" SM-9,5A COMPACTED SUBGRADE 95% COMPACTED Pavement design based on SSV of 4.0. Final pavement design to be based on actual CBR values. //-Prime Application 9% CI nPF BASE MATERIAL 6" VDOT TYPE 1, SIZE 21A TYPICAL ROAD SECTION Loop Road & Road E (Sta. 16+00 -> 20+67.93) NOT TO SCALE 50' R/W 4' 4$ MIN 12' 12' MIN 2" SM-9.5A Prime Application 1 12% SLOPE /27. SLOPE \\\-Y BM-2537.5 COMPACTED SUBGRADE_/ BASE MATERIAL 95% COMPACTED 6" VDOT TYPE 1, SIZE 21A Pavement design based on SSV of 4.0. Final pavement design to be based on actual CBR values. TYPICAL ROAD SECTION Road A & Road E (Sta. 10+00 -> 16+00) NOT TO SCALE 'i 81 Proposed Right Turn Lane Exist. Right Travel Lane Exist. Left Travel Lane MIN 1 12' - I - 12' L 12' 5% SLOPE ?o/- qi nPF SCALE: 1"=40' accordance with VIDOTK-6--� Standard WP-2 Detail W ROAD D SECTION Uzi via For Old Lynchburg Road (Rt. 631) Entrance Improvements NOT TO SCALE SIGHT DISTANCE PROFILE - LEFT LL-1 AT INTERSECTION OF ROAD E AND FUTURE ROAD VERT. SCALE: 1" =10' HORIZ. SCALE: 1"=50' WP-2 = 1?, _ET TO FINED IEL 0% . ... .... .... SECTION A-A FILTER CLOTH L T KEY IN 6"-9"; d 50 6 RECOMMENDED FOR ENTIRE PERIMETER (Medion Stone Size) OUTLET STRUCTURE ST-3 Note: All pavement markings will be in accordance with 2007 VDOT Road and Bridge Specifications section 704 and the VDOT Road and Bridge Standard PM-3. .............. ............ ...... . .. ........ ............. .. . . .......... ... . ......... . . ..... . .... . . ......... C: "D 8.29 10.00 4.5 11.5 Class Al ST-6 ... ......................................... 15" 540 ............ .............. ........................ ..... ......... . ..... .......................... in D q) SCC-6 . . ........................................ 540 .......... ............. 1 0.00 C: ..................... ... ... ........ . ...... Al .. ST- 1 ............. ......... HEIG T OF OBJECT=:3.5' ..... . 10.00 ... . . . .. ................. . .............. 4.5 530 .................................... ..................... ST-4 HEIGHT F EYE=3.5' T DISTANCE 0 280' SIGH ...................... . ....... ... ............ . ...... ................. ..... 4.19 16.00 ............. 1530 ... ... ...................... ....... Class Al 520 ........... ............ .............................. . ..... .....PROPOSED- GRADE 1520 5101 .............. ......... ..... ............ ............ ..... ............. ........ .. ........... .. 1510 5001 500 -1+00 -0+50 0+00 0+50 1 +00 1+50 2+00 2+50 3+00 SIGHT DISTANCE PROFILE RIGHT R11 ) .................................... ............................... * ................................... .......................... ............... ......................................................................... AT INTERSECTION OF ROAD E AND FUTURE .. ROAD VERT. SCALE: I"=10' HORIZ, SCALE: 1"=50' HEIGHT OF;;EYE=3.5' 530 ................................. .. .............. ............................. ..... . ..... . . . . . ........... ............ ........ ...... . . . . ....... . . . . . .......... . . .......... . ............ 1530 280 SIGHT; DISTANCE HEIGHT OF OBJECT=3.5' 520', ........... ........... . ........ .. ................. 520 PROPOSED: GRADE 510, . ... . ................ . ... ..... : . ....... . . ... ..... . .. . ..... .. . .. .. . ..... ............ . ........ . . . ..... . ... ... ... ... . ....... :510 500 .... .... ... 500 490 ... 490 _0+50 . ... 0+00 . ........... . . ........ ... .... . . .... .............. ..... . .................... 0+50 1 +00 .. . ... . ....... .. ........ 1'+50 2+00 .............. 2+50 3+00 SIGHT DISTANCE PROFILE - LEFT LL-1 AT INTERSECTION OF ROAD E AND FUTURE ROAD VERT. SCALE: 1" =10' HORIZ. SCALE: 1"=50' WP-2 = 1?, _ET TO FINED IEL 0% . ... .... .... SECTION A-A FILTER CLOTH L T KEY IN 6"-9"; d 50 6 RECOMMENDED FOR ENTIRE PERIMETER (Medion Stone Size) OUTLET STRUCTURE ST-3 Note: All pavement markings will be in accordance with 2007 VDOT Road and Bridge Specifications section 704 and the VDOT Road and Bridge Standard PM-3. 9� C4 9=1 0 C) ,--, R1 r- Cn DE JTLET ) FLAT 2EA TH NO DEFINED CHANNEL d50 =6 0% ............................ - J_ ............................. I d=12" . . . ... .... .. T C"D ro FILTER CLOTH KEY IN 15"-9"; SECTION A-A RECOMMENDED FOR ENTIRE PERIMETER r/1 OUTLET STRUCTURES: ST-6, CULVERT C, SB-1, SB-2 & SB-3 co rn F_ 04 Z atc OA C, Lic* No. Q� Outlet Structure Diameter Pipe (in) � :: S E0 [Apron Length (ft) C)) M - - q N!m Riprap Stone Size C: "D 8.29 10.00 4.5 11.5 Class Al ST-6 ... ......................................... 15" 3.52 ---------- --- 10,00 0 11.25 in D q) SCC-6 . . ........................................ ..... I .................... 1.36 .......... ............. 1 0.00 C: ..................... ... ... ........ . ...... Al .. ST- 1 ............. ......... 2 . . . . ... . ....... 10.07 ..... . 10.00 ... . . . .. ................. . .............. 4.5 E .... 'Class Class Al ST-4 ............ . 15 . ...... ................. ..... 4.19 16.00 0 . .. ..... ....... 11.25 ... ... ...................... ....... Class Al 9� C4 9=1 0 C) ,--, R1 r- Cn DE JTLET ) FLAT 2EA TH NO DEFINED CHANNEL d50 =6 0% ............................ - J_ ............................. I d=12" . . . ... .... .. T C"D ro FILTER CLOTH KEY IN 15"-9"; SECTION A-A RECOMMENDED FOR ENTIRE PERIMETER r/1 OUTLET STRUCTURES: ST-6, CULVERT C, SB-1, SB-2 & SB-3 co rn F_ 04 Z atc OA C, Lic* No. Q� Outlet Structure Diameter Pipe (in) Discharge (Cfs) [Apron Length (ft) Upstream Apron Width (ft) Downstream Apron Width (ft) Riprap Stone Size ST -3 18 8.29 10.00 4.5 11.5 Class Al ST-6 ... ......................................... 15" 3.52 ---------- --- 10,00 3.75 11.25 Class Al SCC-6 . . ........................................ ..... I .................... 1.36 .......... ............. 1 0.00 .... "... . ........... I .......................... 6 ..................... ... ... ........ . ...... Al .. ST- 1 ............. ......... ........ * . .... . ............. 18" . . . . ... . ....... 10.07 ..... . 10.00 ... . . . .. ................. . .............. 4.5 ........ .... ............ .................... 12 .... 'Class Class Al ST-4 ............ . 15 . ...... ................. ..... 4.19 16.00 3J5 . .. ..... ....... 11.25 ... ... ...................... ....... Class Al 7 OUTLET PROTECTION TABLE R11 Not ToScale ,/-EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED_ CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ----------------- = -11 EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM I '/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) WINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE: OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE (CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 Yz INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315,05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. NVDO-r ROAD AND BRIDGE STANDARDS PAVEMENT WIDENING SHEET 1 OF 1 _I REVISION DATE 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION ('8 VDOT STANDARD W,P 2 ---------- D.E.T.Alb- . .............................. I ...................... ......................................... it Not To Scale SPECIFICATION REFERENCE 315 �:4 5;.4 �21 M ILLI m: 00 C/I ui ui Cn Iii U] LiLi Z Uj O _j C) E: 0j E.. O C) F-� E-4 H I":D 'CE5 C) F) Lij Fj � LU W DOM. PROJECT NO: 11.0006 INDEX TITLE: DR I I SHEET NO: 11 OF It DATE: 03/15/11 CD ,-., P o E E- SPECIFICATION REFERENCE 315 �:4 5;.4 �21 M ILLI m: 00 C/I ui ui Cn Iii U] LiLi Z Uj O _j C) E: 0j E.. O C) F-� E-4 H I":D 'CE5 C) F) Lij Fj � LU W DOM. PROJECT NO: 11.0006 INDEX TITLE: DR I I SHEET NO: 11 OF It DATE: 03/15/11