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HomeMy WebLinkAboutSUB201700203 Plan - Other (not approved) 2018-03-151 2 3 n 5 UNIVERSITY OF VIRGINIA FOUNDATION no Dewberry`R E C W DRAWING INDEX GENERAL T1.01 CIVIL C2.01 C2.02 C2.03 C3.01 C3.02 C4.01 C4.02 C5.01 C5.02 C5.03 C6.01 C6.02 C7.01 C7.02 *C8.01 - C8.06 *C9.01 - C9.07 C9.08 C9.08A C9.09 C9.10 *C9.11 C10.01 *C 11.01 XS 1-XS6 XS7-XS8 XS9-XS 10 XS11 XS 12 * NOT INCLUDED IN THIS PLAN SET COVER SHEET GENERAL NOTES TYPICAL SECTIONS SOILS MAP DEMOLITION PLAN DEMOLITION PLAN ROADWAY PLAN - STA. 10+00 TO 16+25 ROADWAY PLAN - STA. 16+25 TO 22+00 ROADWAY PROFILE - GOLF COURSE CONNECTOR ROADWAY PROFILE - SQUASH ACCESS ROAD / GOLF COURSE DRIVE ROADWAY PROFILE - GOLF CART PATH SIGHT DISTANCE PLAN & PROFILE - SQUASH ACCESS ROAD SIGHT DISTANCE PLAN & PROFILE - GOLF COURSE DRIVE GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE PLAN EROSION AND SEDIMENT CONTROL PLANS STORMWATER MANAGEMENT PLANS STORMSEWER MAPS AND CALCULATIONS STORMSEWER PROFILES DITCH MAPS AND CALCULATIONS CULVERT MAPS AND CALCULATIONS DETENTION BASIN DETAILS CONSTRUCTION DETAILS LANDSCAPING CROSS SECTIONS - GOLF COURSE CONNECTOR CROSS SECTIONS - SQUASH/TENNIS ACCESS ROAD CROSS SECTIONS - GOLF COURSE DRIVE CROSS SECTIONS - CART PATH S CROSS SECTIONS - CART PATH N PROJECT ZONING DATA ALBEMARLE COUNTY ZONING CLASSIFICATION: R-1 RESIDENTIAL PROPOSED BUILDING MAXIMUM HEIGHT: N/A PROPOSED BUILDING MAXIMUM FOOTPRINT: N/A ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT FEMA FLOOD INSURANCE RATE MAP: ZONE X; NOT WITHIN A FEMA DEFINED 100 YEAR FLOOD PLAIN PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED CODES VDOT ROAD AND BRIDGE STANDARDS, 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS, 2016 FEDERAL HIGHWAY ADMINISTRATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 VIRGINIA SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2013 VIRGINIA WORK AREA PROTECTION MANUAL, REV. 1A, 2015 DEPARTMENT OF ENVIRONMENTLA QUALITY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - 1992 ADA STANDARDS, 2010 CONTACTS OWNER: University of Virginia Foundation OWNER REPRESENTATIVE: Christopher D. Schooley Real Estate Project Manager One Boars Head Pointe Charlottesville, VA 22903 PH: (434) 982-3777 cds7@eservices.virginia.edu ENGINEER: Dewberry Engineers Inc. ENGINEER REPRESENTATIVE: Matthew C. Thomas, PE Project Manager 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 PH: (804) 205-3340 mthomas@dewberry.com SUBMITTAL SET NUMBER PRELIMINARY CONSTRUCTION APPROVAL REVISION BIDDING RECORD TEMPORARY GOLF COURSE CONNECTOR ROAD LOCATION MAP FROM : GOLF COURSE DRIVE TO: BERWICK DRIVE ALBEMARLE COUNTY, VA VICINITY MAP SCALE 1" = 250' Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) 0� Q 00 O �w0 U)Q �O UW 00 U0 LU �� 0- L�� zZ) 2iLLU J0� 00 J W OOw UO w0z coo0 (DZ 2'O O O O-- O U r I SEAL - „�'��,p,LT1YoA; 7N r� TT EW AZ�GI S d Lic. No, 465 1 SCALE SCALE: 1" = 250' 0 2k 500' No. DATE BY Description REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2018 TITLE TITLE SHEET PROJECT NO. 50097555 T1.01 SCALE 1" = 100' SHEET NO. OF 1 GENERAL NOTES 2 3 4 5 6 ACSA GENERAL WATER AND SEWER CONDITIONS LEGEND E C L1 W THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS BASED ON INFORMATION AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK, ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT 1-800-552-7001 72 HOURS PRIOR TO THE START OF CONSTRUCTION. WORK SHALL BE SUBJECT TO INSPECTION BY THE UNIVERSITY OF VIRGINIA FOUNDATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR UVA EXCAVATION PERMIT WITHIN TWO HOURS OF NOTIFYING MISS UTILITY. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS AND WALLS. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE ENGINEER. 4. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY PRIOR TO CONSTRUCTION. 5. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS. 6. EXISTING CONDITIONS MAPPING: A. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY KIRK HUGHES & ASSOCIATES SURVEY DATED APRIL 2017. 7. 95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY. 8. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION. 9. CONTRACTOR WORK DAYS AND HOURS SHALL BE FROM 8 AM TO 5PM MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THIS SCHEDULE SHALL BE APPROVED BY THE UNIVERSITY FOUNDATION. SHUTDOWNS WILL BE PERFORMED AT NIGHT AND WEEKENDS WITH 10 DAYS WRITTEN NOTICE. CONTRACTOR TO CONFIRM WORK BLACKOUT DAYS WITH OWNER PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL PROTECT THE ACTIVE WORK AREA WITH CONCRETE VEHICULAR BARRIER, CHAIN LINK FENCE WITH GREEN SCREEN, OR CONSTRUCTION SAFETY FENCE AS SHOWN ON THE DRAWING. 11. ALL LINES EXISTING AND PROPOSED, SHALL NOT HAVE A DEAD-END IN EXCESS OF 5 FEET LENGTH FROM ANY CONNECTION, AND SHALL HAVE A THRUST BLOCK ADJACENT TO THE CAPPED PIPE. IF THERE IS A VALVE IN THE DEAD-END SECTION, IT SHALL BE RODDED TO THE MAIN AND THRUST BLOCKS PUT AT END CAP. 12. ALL WATERLINE, PIPES, TEES, BENDS, VALVES AND FITTINGS SHALL HAVE FLEXIBLE RESTRAINED JOINTS. 13. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION 14. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY. 15. CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR APPROVAL PRIOR TO CONSTRUCTION, 16. ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN. 17. CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKPLLING OR OTHER METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. 18. THE GENERAL CIVIL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS, AND GENERAL CIVIL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 19. FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE DEPARTMENT. 20, FINAL APPROVAL IS SUBJECT TO THE CONDITIONS LISTED IN THE ZMA200400015 DATED DECEMBER 6, 2004, AND SUBJECT TO THE ASSOCIATED PROFFERS AND EXHIBITS CONTAINED THEREIN. AS -BUILT PLANS SHALL BE PROVIDED FOLLOWING CONSTRUCTION. 21. EXISTING WOODED AREAS ON SITE ARE PRIMARILY COMPOSED OF EVERGREEN. 22. CONTRACTOR TO PROVIDE A DETAILED POLLUTION PREVENTION PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 23. CONTRACTOR MAY ONLY COMPLETE TREE CLEARING ACTIVITIES FROM SEPTEMBER 16TH, 2017 TO APRIL 14TH, 2018. IF THE CONTRACTOR WOULD LIKE TO CLEAR OUTSIDE OF THIS WINDOW, THEY SHALL COMPLETE A FIELD SURVEY TO ENSURE NO NORTHERN LONG-EARED BAT ROOSTS ARE IN THE VICINITY. ANY ROOSTS FOUND MAY NOT BE DISTURBED THROUGHOUT THE DURATION OF THE PROJECT. PLANT PROTECTION 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. Prior to an construction within an existing public right-of-way,includin connection to an existing road a Y Y 9 P 9 Y 9 permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 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 County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe ? Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 2. 3. 4 6 1. TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. 6. 2. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN 1'-0" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" 7. FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE UNIVERSITY. 3. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES TO BE PROTECTED. 8. GENERAL DEMOLITION NOTES 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. 9. 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. 10. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY IT. PRESERVED AND PROTECTED. 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING 12. DEMOLITION OPERATIONS. 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING 13. CONSTRUCTION. 6. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND 14. CONSTRUCTION DEBRIS AT ALL TIMES. 7. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND MISCELLANEOUS ITEMS AS NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 15. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION. 16. 9. CONTRACTOR IS RESPONSIBLE FOR STAGING THE DEMOLITION OF EXISTING UTILITIES WITH INSTALLATION OF NEW. OWNER SHALL BE GIVEN AMPLE WARNING PRIOR TO ANY DISCONTINUATION OF ANY SERVICE. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:verticol). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Director-s designee, it is deemed necessary. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director-s designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. UGE EXISTING UNDERGROUND ELECTRICAL LINE OLE EXISTING OVERHEAD ELECTRICAL LINE G EXISTING GAS LINE SS EXISTING SANITARY LINE SD EXISTING STORM LINE UGT EXISTING TELEPHONE OLT EXISTING OVERHEAD TELEPHONE EXISTING TREEUNE UGW EXISTING WATERLINE - F2C EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING POWER POLE XMFR EXISTING ELECTRICAL GENERATOR 0 EXISTING SITE LIGHT X EXISTING WATER VALVE Dx) EXISTING STORM INLET J (Ex.1 SD EXISTING MANHOLE � EXISTING FIRE HYDRANT OW EXISTING WATER METER EXISTING FENCE EXISTING SIGN o j EXISTING TREE o EXISTING SANITARY CLEANOUT go. EXISTING STEEP SLOPES DOORWAY ACCESS PROPOSED LIMITS OF DISTURBANCE HARDSCAPE TO BE DEMOLISHED TREE TO BE DEMOLISHED UTILITY/STRUCTURE TO BE DEMOLISHED SITE FEATURE TO BE DEMOLISHED 620 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED STORM LINE ❑® q0 PROPOSED STORMSEWER STRUCTURE PROPOSED GATE DENOTES PROP. FULL DEPTH PAVEMENT DENOTES MILL & OVERLAY EXISTING PAVEMENT Dp DENOTES CONCRETE SIDEWALK d PROPOSED RETAINING/SEAT WALL PROPOSED CG-6 PROPOSED CG-2 . -. (9)�� Dewberry__� Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) 0. Q 00 O LL]o �O Uc� Qpi 0�z 0�00 UU 1---W Ovl- �- U� U J3: z� J LLJ O w � O W 0Z (D U O �Z � O� o O � U LL SEAL SCALE o��gALT1Y op O- TT EW Lic. No, 465 1 Ai.E�G� No. I DATE I BY I Descrlptlon 10 REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2018 TITLE GENERAL NOTES PROJECT NO. 50097555 C2001 SHEET NO. OF C Fp C IV L DewberrycR, Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O �w0 u Q � ��� 0�O c) ::) 0� Z� O�e 0z ADO UV �Lu Ova ,� U� LL U J� z �JW Ow 00 W OZ Om U �Z o 0 U O� o O � U LL SEAL -�,p►LT1YoA �O ZSi TT EW . Ap Lic. No. 465 1 Ai.E�G� SCALE SCALE: V = 10' 0 10' 20' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE -YPICAL SECTIONS PROJECT NO. 50097555 C2002 SHEET NO. OF C C C IV L 41__t��Dewberry° Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� O� �w 00 Uv O�� v~ �� z� �LL(� J0�Ov JW 0 UO WIZ coo0 �OZ �O o O 0� c:) U r LL SEAL - O��gp►LT15TopG TT EW �1G1 S Ap Lic. N0.465 1 ,; Ai.E�G� SCALE SCALE: V = 40' 0 40' 80' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE SOILS MAP PROJECT NO. 50097555 C2003 SHEET NO. OF 1 7 - d R R C C C IV L 41__t��Dewberry° Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� O� �w 00 Uv O�� v~ �� z� �LL(� J0�Ov JW 0 UO WIZ coo0 �OZ �O o O 0� c:) U r LL SEAL -�,p►LT1YoA �O ZSi TT EW . Ap Lic. No. 465 1 Ai.E�G� SCALE SCALE: 1" = 20' 0 20' 40' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE DEMOLITION PLAN PROJECT NO. 50097555 C3001 SHEET NO. OF 1 7 - d R R C Fp C IV L �s:_:j� Dewberry Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O �w0 �Q � ��� 0�O Uc) <�� O� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W OOw O W0Z m Uo ��Z �O o O O� c:) U r H SEAL SCALE ' O1'gALTIf op O + �r Ews Lic. No. 465 1 4� Ip ALES SCALE: V = 20' 0 20' 40' No. DATE BY Description REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2018 TITLE DEMOLITION PLAN PROJECT NO. 50097555 C3002 SHEET NO. OF 1 7 - d R R C Fp C IV L 41__t��Dewberry° Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� 0� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W OOw UO WOZ coo0 �OZ �O o O 0� c:) U r LL SEAL -�,p►LT1YoA �O ZSi TT EW . Ap Lic. No. 465 1 Ai.E�G� SCALE SCALE: 1'' = 20' 0 20' 40' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE ROADWAY PLAN STA. 10+00 TO STA. 16+25 PROJECT NO. 50097555 C4001 SHEET NO. OF 9 C Fp C IV L 1 d R F �s:_:j� Dewberry Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q pp O TWO �Q � ��� 0�O Uc) <�� 0� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W �O WOZ Owm UOp oo (DO 0O c:) U r H SEAL SCALE ' O1'$VALTR OP O TT EW1 S— Lic. No. 465 1 `�S Ip ALE�G� SCALE: V = 20' 0 20' 40' No. DATE BY Description REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2018 TITLE ROADWAY PLAN STA. 16+25 TO STA. 22+00 PROJECT NO. 50097555 C4002 SHEET NO. OF 1 7 � d R R C Fp C IV L 41__t��Dewberry° Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� O� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W OOw UO WIZ coo0 �OZ �O o O O� c:) U r ILL SEAL o��gALT1Y °AG O TT EW �l tG�S Lic. No. 465 1 10 SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 100' VERTICAL SCALE: 1" = 5' 0 5' 10' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE ;OADWAY PROFILE GOLF COURSE CONNECTOR PROJECT NO. 50097555 C5001 SHEET NO. OF 1 7 � d R R C Fp C IV L 41__t��Dewberry° Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� O� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W OOw UO WIZ coo0 �OZ �O o O O� c:) U r ILL SEAL o��gALT1Y °AG O TT EW Lic. No. 465 1 10 SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 100' VERTICAL SCALE: 1" = 5' 0 5' 10' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE ;OADWAY PROFILE 'QUASH ACCESS & GOLF COURSE DR. PROJECT NO. 50097555 C5002 SHEET NO. OF 1 7 � d R R C Fp C IV L 41__t��Dewberry° Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� O� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W OOw UO WIZ coo0 �OZ �O o O O� c:) U r ILL SEAL o��gALT1Y °AG O TT EW �l tG�S Lic. No. 465 1 10 SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 100' VERTICAL SCALE: 1" = 5' 0 5' 10' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE ;OADWAY PROFILE GOLF CART PATH PROJECT NO. 50097555 C5003 SHEET NO. OF 1 7 - d R R C Fp C IV L Dewberry Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� O� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W OOw UO WIZ coo0 �OZ �O o O O� c:) U r ILL SEAL VALTIf °AG O TT EW �l tG�S Lic. No. 465 1 10 SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 40' VERTICAL SCALE: 1" = 5' 0 5' 10' No. I DATE I BY I Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE INTERSECTION SIGHT DISTANCE PLAN & PROFILE SQUASH ACCESS PROJECT NO. 50097555 C6001 SHEET NO. OF 1 1 2 3 4 1 5 1 6 E C IV W \\ \ RE 7� \ 96 \ Cp .6' 6O� Aer Df es -//jam ,✓ � \ o i, � mac\ \\ \\ \\ \\ \\ - \\ \\ \\ \\ \ `\ \\ \\ \\ / / I / / / \ �8J s`36'% /-/- //% / ,/ �� \ \-__' \ 1 I \5 / / // ,/ ,/ ,' ,/ ,' I s / sus k SS /� - --' I / , s�O \ •\ \\ \ 1\ `j,�3 / / ` I I I , ,/ I I I / / / ,/ / ,/ , � 1 / \ I I 1 1 / \ / I / k \ \ \ \ \ \ 2 ' D/ __560 FT H ANC OF EYE -- FROIDOSED G ADE E o� �� �� SON— �� �o O o 60 N �o 000 0> O� O� �� 00o N �� o> O O o6 a� �� O� O� �O mO D606 I�f� Q6Qd f� Lncl' q� �N �� I� Q6 Ls� �,pLn Ln Ln Lf� Lc� ��l— Lf� Lf� Lf� 12.00.00 //-00o00 /0,00.00 //-00000 12,00.00 Dewberry Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) 0. Q p p O LL1O VJ �O Uc� Q �0� �~ ��� O� �w 00 Uv �� OU~ LL� ZZ) 2iLL() J� Ov J W OOw UO Lu 0 Z m o p (DZ 20 o O O1-- o U 0� ILL SEAL o��gALT1Y °AG O TT EW Lic. No. 465 1 S I° AL C 10 SCALE HORIZONTAL SCALE: 1" = 20' 0 20' 40' VERTICAL SCALE: 1" = 5' 0 5' 10' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE SIGHT DISTANCE PLAN & PROFILE GOLF COURSE DRIVE PROJECT NO. 50097555 C6002 SHEET NO. OF 1 7 - d R R C Fp C IV L 41__t��Dewberry° Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� 0� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W OOw UO WOZ coo0 �OZ �O o O 0� c:) U r LL SEAL SCALE o��gALT1Y °AG WEWS Lic. No. 465 1 SCALE: 1" = 20' 0 20' 40' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE GRADING & DRAINAGE PLAN STA. 10+00 TO STA. 16+25 PROJECT NO. 50097555 C7001 SHEET NO. OF 1 7 � d R R C Fp C IV L �s:_:j� Dewberry Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O �w0 �Q � ��� 0�O Uc) <�� 0� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W OOw O WOZ m Uo ��Z �O o O 0� c:) U r H SEAL ' 0'gALTIfop xo �r Ew s Lic. No. 465Ak 1 ,� �j0 ALES SCALE SCALE: V = 20' 0 20' 40' No. DATE BY Description REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2018 TITLE GRADING & DRAINAGE PLAN STA. 16+25 TO STA. 22+00 PROJECT NO. 50097555 C7002 SHEET NO. OF 1 2 ST ORMSEW ER DRAINAGE AREA MARS 3 1 4 1 5 1 6 DewberrycR, E X C W -- - �\ � /° �III'IIIIr I I \ I I" \ �_ ^\ \ \ \-_ �� \ \ y' l°: cbv• �"'\ \ /� � 535 \ \ \ I \ \ \ \ \ \ �- p`Lcp CD C -- - \ / 1 1 1011- ------------ - - - - -- \zz- 555 _ \\ \ \ I \\ \\ \ \\ \�\ \ \-__ `\ �� � \�� \ \\ \\ \ \\ \\ \\ \\ 30� /n\ °.e. a°k.AviceumZ eas4M(PL - - - - - - sas z \ - - \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ - - _ \- ❑ -V 47'17'03, W \ (PLAT) 7 - - \ \\ \ \ \ \\ \ - \ -\\ \ \ \\ \ \\ \ \ ' /------------ sas - \\ / - 540 550 \- ------- - \\�\\\-\ \\\�\ \\�\\ \\ //�' 545- 555 \ /'---- - - - -- - 550 0.4 _ __ _ _ -- --- - - - - -- ------------ --''' i -sss x 0.6 _ __ ----------------- i� \\ \ \\\\\ - I ✓ // /'/'/--- \� \\ -------- - - - - -- --- _ v ----------- - - - - -� \ / _ _ _ - sso ----------------------------- _\ \ \\ \ \\1\ 1 \ / - - - -- - - -___------------------ \ -/ / sss- -- / I r/ - - - --- ----------- - I -------- \ --� q / \ \ \ I I /--------------------------------- � _ \\ I� I 1 I I i � �\ � \ \\ \ I1111\\ \1\\lil\ 'i it \ \ \ /k \1\- / / �o I -_ses\ l � \\\ r I Ilf�� � I �\-� / // � \ \ \�� � - � � ��\��\ � �---\ x x x-- ,. -x�❑ ❑/) ❑ ❑ ❑ ❑ 8-\❑ \\\ \ \_ IIIII \ \ 1 �' --�/ \ �� \\i\ \\ / E����So® /L\\ \\�/\\ \ 114 Ill \ -sss � � \ \ oaS� v NSF. S° / - ' \� ----\ \\\ _5ao� I CARTS 11-6 _ - - -- GOLF' -St ( so��s - COUR OFFICE o wG I fal 1 \ / / \ 9e"� �!�- �hs.��--� �r^IIII I \ 1\ \��� \ o o -- II '�- I I I; I I � I �\ / � _' / / \\ I I I I I \ \ \ / �' -' / \ \ \\ I \ -�- \ � I I � I\�\� � � r� \�� � \ 1 I ❑❑ ST ORMSEW ER CALCULATIONS I ii' ►_:� Dewberry Storm Sewer Design Computations LD-229 PROJECT: Boar's Head Connector Road COUNTY: Albemarle County DATE: OCT. 2017 ENGINEER: HCG / Dewberry Consultants LLC OUTFALL TO STRUCTURE: 1-6 TOTAL WEIGHTED RAINFALL INVERT AREA RUNOFF INLET INTENSITY SATURATION FLOW ELEVATIONS LENGTH DIAMETER MATERIAL MINIMUM MAXIMUM FLOW FROM TO "A" COEF. "CA" TIME FREQUENCY "I" FACTOR Q (FT) L SLOPE Do COEFFICIENT CAPACITY VELOCITY VELOCITY VELOCITY TIME INLET INLET (ACRE) "C" (MIN.) (YR) (IN/HR) Cf ICES) (FT) (FT/FT) (IN) n ICES) (FPS) (FPS) (FPS) (MIN) REMARK INCR. ACC.* UPSTREAM DOWNSTREAM (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) 1-1 1-2 0.47 0.69 0.32 0.32 6.64 1.00 2.15 559.09 558.80 51.0 0.006 15 0.013 4.87 3.86 3.0 10.0 0.22 5.00 10 1-5 1-6 1.60 0.50 0.80 0.80 5.76 1.00 4.60 550.58 550.20 54.0 0.007 15 0.013 5.42 4.97 3.0 10.0 0.18 8.30 10 Hydraulic Grade Line Computations t.�., '�•�'� Dewberry LD-347 PROJECT: Boar's Head Connector Road COUNTY: Albemarle County DATE: 1-Nov-17 ENGINEER: HCG / Dewberry Consultants LLC OUTFALL TO STRUCTURE: 1-6 St'IS-1 Inlet JUNCTION LOSS Inlet Water Flow Entering Inlet Station Outlet Water D° Q° L° Ste% H Final H Surface Rim Elevation System Shaping S V° H° Q, V, QV; V"/2g H; Angle Ha H, 1.3 H, 0.5 H, Surface Elevation Elevation Through Drop Provided? (Enter Y or N) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (CFS) 1-5 551.200 15 4.60 54.00 0.514 0.28 4.97 0.10 0.00 0.00 0.00 0.00 0.00 0 0.00 0.10 0.12 N.A. 0.40 551.60 552.50 4.60 N 1-1 559.800 15 2.15 51.00 0.112 0.06 3.86 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 0.08 N.A. 0.13 559.93 562.50 2.15 N Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C Q pp 0 >-WO �//� ��� �0 Ucn 0 �e 0. Z ADO UV �w � U J3: zz:) J LLJ O w 0 0 W Z 0m U ��Z 5 op U � o O O� U LL SEAL - �'- V,p►LT1Y0A 11 Lic. No, 465 1 ,; Ip AL SCALE SCALE: 1" = 50' 0 501 1001 No. I DATE I BY I Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE STORMSEWER MAPS AND CALCULATIONS PROJECT NO. 50097555 C9008 SHEET NO. OF C Fp C IV L 41__t��Dewberry° Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� O� �w 00 Uv O�� v~ �� z� �LL(� J0�Ov JW 0 UO WIZ coo0 �OZ �O o O 0� c:) U r LL SEAL o��gALT1Y °AG O TT EW �l tG�S Lic. No. 465 1 10 SCALE SCALE VERTICAL 0 510' SCALE HORIZONTAL 0 25' 50' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE STORMSEWER PROFILES PROJECT NO. 50097555 C9008A SHEET NO. OF 1 2 DITCH DRAINAGE AREA MAPS 3 1 4 1 5 1 6 41__���Dewberry° E C W `535 GG \\\555\ 5 555 --- ' '_ \ �ss 5 - -------- - - - - -- - - / 5555� \\ ( \\ \ \ \ \ \ \ \ \ \ \\ 30-� v\ \ \ \w\ \ \ \ -----_ 0.04 OX _ 0 20' WAiER - - _ - - - � 09S - _ � \ \ \ `P 545 0. 540 -sso \ ------------- I\ ==__--_=`\_\\\\_ \\\ \\\ �\\\`\�\�\\\ \`\\ �\\--'/�' /////�545- -555550 �\ sso I 2-1 I - ' ° \ -�-\ \ / / , - \ \_ -- _------____-----__-__ I 0. \ \ / �_ ---- - - - - _ ---- -555� \ \\ \ `--------__-_-------',, �i -_-- \\\\\ \\IIIIIII' I I =5 - \\\�\\ J /l _-- \\ \\ `----------------__-/i ,-- ---_ 1j11 0.6 \ I \ _ --\__---__--------------------------_-_-------- ---- - - - -- _- --_--_--_-_-----_ -------- - - - - - - - - - - ------ -----_-- ----_-__- -\ ------- -- _----__-------- -_ __------- - -� \ - 565 \IIIIIS1Ij11111 111114\1 L�I /// kA I �- ( - --- ------------ \ \ -- \ ------------- - - / / % - \\ \\ \\\ ��S�I\ �I� I so\ \ \\\\ \\\\ \111 Illy- / "/, ``- ----------- - - - - - - - -------------- - - - - -- - 11 11 1\\l 1111I I i l�lll / \ / /\---3' ---- - - - - -- - \ /- \\ \\\ /- -- -------------- - - - - -- / --- ---- /-- I / // I IIIIIII\ \ _1 // / / _ \-_j 0. �570 \ L I I/ �_- -_--� I \\_� ' / � \ � \\ \ --- � \ \ � �_\__` � � __- o x x x-- ,.--x�❑ o J ❑ ❑\\❑ ❑ r�\❑ \\ � \\ III I\ \ j-�' // / \�� v-v _RooS o® \\ 3\ - I /5a5 L- \\� •%'-- ii aIINiI ------/ -/�57o 5 � \� ----\ \\ \ - CARTS Fil- /,--_GOLFCOU� --_\ J SFS000S op - OFFICE A o i III \ o 9�2en a q Wa6EeLIN 1,-- �-` o /_- I 1 I; I I � I �\ / � _' / , \\ I I I I I \ \ \ / �� -' / \ \ \\ 1 \ __- \ � I I � I\�\� � � r� \�� � \ 1 I ❑❑ DITCH CALCULATIONS e� Dewberry ��_- Ditch Computa Computations LP-26B PRDIECi: Rcar's Head Connector Road COMM Albemarle DATE: 11fi1+2017 ENGINEER: HCG/Dewberry Consultants LLC DITCH IDENTIFICATION: 2-1 {DTTCN TO STR 1-91 C--- ctor Road weill,011011110 Ditch Geometry Hiril-Fic; Invert Area C Area C Area C Inrr Tool Ti: low 2yr SO yr 2yr Bouorn Depth Left Right Lining Lining n DiLch Dtych Soy 10 yr 2yr 2yr Tractive Lining Urvint Freer eapaeitp From Station to Station R1 Upstream Downstream 1 Iacresk 0.9 2 (acres 0.5 3 (acres) 0.3 CA CA (min! i {in/hrl i (iflAr) Q Idil Q {crs) B (ILI Y (ft) Slope (WV) slope IIINI Type Width (rtk Curve? Rd{R) Slope I"(nl Depth velocity (it/-) Depth (ftl Velocity (Muck Force'1' Adeo? pus. V) Adea? (Ate. I." board (ftl Adee? 017r75A0 016r25,DD LT 562 00 558.00 0 280 0.90 Mao 0.50 0.010 0.3D O,ADO 0.400 5XID 664 5,9D 2.66 2.36 4.00 Too 3.00 3 00 3EC2 TY3 6 0.054 NA OABO 0.21 271 0.20 2.61 1.05 YES YES 0,79 YES Dewberry- Ditch Computations LD-20s 19 PROJECT: soars Head Connector Road COUNTY: Albemarle DATE: 11/21/2017 ENGINEER: HCG / Dewberry Consultants LLC DITCH IDENTIFICATION: 3-1 TO 3-61 DITCH TO STR 1-5I CONNECTOR ROAD H Ditch G Hvicivaulllu Frm station To5ta'-cn LT Invert Area 1 )acres) C 0.9 Mao I {am C OS Area 3 (acres) C 0.3 1W CA Total CA Tt {min} SO yr i Iln/hr) 2yr i (IVhr) 10 yr Q (cis} 2yr a (Cfs) Bottom B (ft) Depth Y M1 Left Slope (HM Right Slope (HIM lining Type Lining Width (ft) n DRch Curve? R,(ftk Ditch Slope Ut)ftk l0Y Depth (ftl low Velocity Ift/sec) 2yr Depth (ftl 2yr Velocityy (ft/sec) tractive Fotte"C .1 Llning Adeg7 IMaxV1 UrMpg Adeq? IMaxr.'i Free- board (ft} Capactyy Adeq? Upstrcarn fbwrstrcam 000+0000 DU,r,b 01 5000 551.Ub 0.140 090 0330 0.50 MID 0.30 0.390 0390 500 6.64 5.90 2.59 2.30 000 1.00 b00 5DO Lel6tnte 6 0.055 NA 0.022 0.53 1.65 0.51 r F1 0.17 YES YES 0.47 '• 002+6500 003+16.00 551.06 559.40 0.90 0.070 050 O.DG0 0.30 0.053 0.443 5.00 6.54 5.90 2.90 2.57 0.00 1.00 6.00 3.00 E.Isfing 5 0.055 NA 0.033 0.56 2.07 0.53 _ - 056 YES YES 0.44 .i.._ 003+16.00 003i66.00 559.40 557.50 0.003 0.90 0.111 050 0A60 0.30 0.073 0.516 5.00 6.44 5.70 3.32 2.94 4.00 1.00 5.00 3.00 Emitting 5 0.055 NA 0.039 0.fi0 2.31 0.57 . _ - 0.69 YES YES 0.40 i[s 003+6" 004+16.00 $57.50 555.40 0.013 OL90 QD94 0.50 Ml 0.30 (1.069 0.585 5.00 6.34 $.Go 3-71 3.23 0110 IDD 3.00 3.00 ;-EC-2 Ty; 5 0.050 NA 0.042 0.66 2.92 0.63 3-73 0.82 YES YES 0.34 YES C04+16100 00446.00 SMAO 553.24 0.022 0.90 O.0T3 0.50 GLOW 030 0.071 OL657 500 6.24 5.50 4.10 3.61 CLOD 10) 3.00 3C0 3•EC-2Ty3 5 0.050 NA 0.D43 1 0.68 1 2.92 0.65 2-10 087 YES YTTS 032 YES 004,66.00 005+16,00 55124 553.00 0.010 0.90 0.129 0.50 O.M 0.30 0.107 0.763 5100 6.14 5.40 4.68 4.12 QOO 1.00 3.00 7 W 3-EC-2 Ty3 10 0.0% NA D.WS a.% 1.16 b,62 112 613 YES YES 0.14 YES .;y 01- Dewberry Ditch Computations LD_26R A+P PROJECT: owes Head cpnneQp Road COUNTY: Albemarle DATE: 11/21/2017 ENGINEEIL HOG / Dewberry Consultants LLC DMH IDENTIFICATION: 4-1 TO 4-3 ISM. 1-6 Ol1TFALL) CONNECTOR ROAD Hvdrokev Ditch Hvilraitilics Invert Area C Mea { Arca C rrxr Total Tr lb yr 2yr low Iyr Bottom Depth Left Right Llning Lining n Dt[dI Ditch MY 10 yr 2Yr 2yr Tractive Lining UrWng Free- Capacity Fran Staum To Stowm LT 1 0.9 2 OS 3 C.3 CA CA i r R 0. B Y Slope Slope Type Width Cwd Slope Depth Veloriity Depth Vdudty Fcz"'r Adeg7 Adeg? board Adeg7 UpSFF Dowrstrcam lanes) (aoesk (acresk {min} {Lrt/hr) DrVtlr] (e151 Icfs) Ifq [ft} (HM {H/VI fft1 R,(ftk [ir/ftk (ft} (F[hecl If1l [f1lsec) I ' (blaxvk {A4axr,; k (ftl 000+00.00 W-40.6) 56900 552.60 0.140 090 0.530 0.50 6290 0.30 0.568 0.568 5.00 6.64 5.90 9.77 3.35 400 1.00 3.00 3.00 34C-2 Ty3 7 0.090 NA 0.022 0.17 1,98 0.35 1.91 "1 YES YES 0.61 YES 007440.00 DD7+90.DD 552.60 550.20 0.0112 DAG 0.030 050 4.30 0.017 0.585 5.00 6.54 5.90 3.112 3.39 4.00 TAD 3.00 3.00 3r-EC-2 Ty3 6 0.050 NA 0.D49 0.30 2.59 0.28 2A9 0.90 YES YES 0.70 YES 007+9DA0 009+25.00 55020 549.20 D.010 D_90 0-025 0.50 0.30 0.022 0.606 Sm 6.44 5.70 190 3.46 4A0 1.D0 3.00 3A0 3i{-2 Ty3 7 0.050 NA 0.D29 0.35 I.18 0.33 210 0-63 YES YES D.65 YES Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 (FAX) C) 0. Q 0p O LL1O VJ �O Uc) Q �0 ~ ��� O� �w 00 Uv �� Ov~ LL zZ) LL Q) J � O v 2i LL J W Ow UO w0z (Dm �o �( Z 2O o O O1-- o U �LL SEAL - �'�V,p►LT1Y0Ap 11 IV Lic. No, 465 1 ,; Ip G SCALE SCALE: 1" = 50' 0 5u 100' No. I DATE I BY I Description REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE DITCH MAPS AND CALCULATIONS PROJECT NO. 50097555 C9009 SHEET NO. OF 1 7 - d R F C Fp C IV L 41__t��Dewberry° Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) C) ry Q oo O TWO UQ � ��� �O Uc) <�� O� �w 00 Uv O�� v~ �� z� �LL(� J� Ov J W OOw UO WIZ coo0 �OZ �O o O O� c:) U r LL SEAL -�,p►LT1YoA �O ZSi TT EW . Ap Lic. No. 465 1 Ai.E�G� SCALE SCALE: 1" = 50' 0 50' 100' No. DATE BY Descrlptlon REVISIONS DRAWN BY TMR APPROVED BY DMK CHECKED BY MCT DATE MARCH 2O18 TITLE CULVERT MAPS AND CALCULATIONS PROJECT NO. 50097555 C901 SHEET NO. OF 1 7 A F F NOTE: HS20 RATED Dewberry' C C 1 /2" MAX' 1'_II IUllll CASTING SHALL BE ADA COMPLIANT TOP WITH 1 /2" OPENINGS PRECAST CONCRETE DRAINAGE STRUCTURE TOP WEIR WA' INV. EI. 547.4 INLET SHAPING PER VDOT IS-1 19 3/4" ' 18" MIN.' SECTION A A YARD INLET GRATE DETAIL INLET GRATE FRAME AND COVER. SEE DETAIL THIS SHEET. BOLT FRAME TO STRUCTURE a 18" SQUARE ADA GRATE (SEE DETAIL) 4' MA FLEXIBLE BOOT CONNECTOR B � a a STORM PIPE —� MIN. 6" BEDDING WITH #68 STONE N.T.S. x2' INSIDE DIMENSION' SECTION VIEW TOP VIEW NOTES: 1. PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 2. ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON —SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASPC WATERPROOFING. SEE MANHOLE JOINT DETAIL. 3. MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. 4. PRECAST STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS-20 LOADING AND SHALL CONFORM TO ASTM 478. 5. NO CONCRETE SHALL BE VISIBLE AT THE GROUND SURFACE. 6. PROVIDE INLET SHAPING PER THE VDOT STANDARD METHOD OF SHAPING MANHOLE AND INLET INVERTS DETAIL (IS-1). YARD INLET DETAIL CONCRETE FOOTER WATEf. ORIFICE - 1.0' x 6" PLAN VIEW TOP WEIR V WATER QUANTITY f~—I� EL. 547.40' ORIFICE - 1.0' x 6" INV. FL 544.70' H+3" METAL DEBRIS RACK NOT SHOWN - SEE VDOT ROAC & BRIDGE STD. SWM-DR PAGE 114.05 L WATER QUHiv i i i i SEE VDOT STANDARD EW-1 ENDWALL FOR ORIFICE - 1.0' x 6" NV. EI. 544.70 ENDWALL FOR DIMENSION AND NOTES FRONT VIEW SEE VDOT STANDARD EW-1 ENDWALL FOR ENDWALL FOR DIMENSION AND NOTES NOTE. CAST -IN -PLACE CONCRETE SHALL BE CLASS A3. REINFORCING STEEL SHALL BE GRADE 60. C 1 �7, A-7 A n J U SIDE VIEW MODIFIED EW-1 WITH WEIR WALL DETAIL N.T.S. FLOW ONCRETE RADLE REQ'D N.T.S. FIGURE A-6 SPEED TABLE / RAISED INTERSECTION R;Drrip Up M as wf •I A, Tabl 1 Ramp Up A _ 11 _p Cross section AA Flat "table" area 22'-0" NOTES: 1. The flat "table" area length of 11 feet accommodates the typical passenger car wheelbase entirely on the top, but can be extended to accommodate other vehicles if desired. A length of 20 feet accommodates the typical single unit truck (AASHTO SU-30). 2. The "Ramp -up" transition shows an approximate slope of 4.2% (rise of 3" over 6' run). 3. A raised intersection would mimic the speed table design for each approach where the "ramp -up" occurs prior to entering the intersection and the flat table area encompasses the entire area of intersection for the approaching streets and therefore in most cases will exceed 11 feet. 4. Leave gutter pan open to facilitate drainage. 5. A 12" wide, 1" depth grind around the perimeter of the device is recommended in order to allow the surface course to be keyed into the pavement for a more durable application, particularly for snow plowing. 6. Per the 2009 MUTCD: i. Section 3B.25 —speed hump (table) markings are not required but if used they must comply with options per Section 3B.25. ii. Section 2C.29 - warning sign W 17-1 is optional but if used, should include the advisory speed plaque (W13-1) and; the sign may use "Speed Bump" instead of "Speed Hump." 59Page SPEED TABLE DETAIL SOURCE: VDOT TRAFFIC CALMING GUIDE FOR NEIGHBORHOOD STREETS, REV. 11/17 VDOT CLASS 1 RIPRAP AS REQUIRED BY 2' GRAVEL DIAPHRAGM CONCENTRATED FLOW LEVELSPREADER FROM PIPE VDOT #8 STONE CLEAN WASHED LENGTH = 19 FT � 3:1 2' GEOTEXTILE FILTER FABRIC 4' GRAVEL FLOW SPREADER DETAIL N.T.S. N.T.S. 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