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SUB201800115 Plan - Other (not approved) 2020-09-22
N '� mn ...P11 N , r s LA a, I I'M TAX MAP PARCELS f 11 11 11 11 :11, 04600-00-00-0018AO 04600-00-00-0019B3 LOCATION OF SITE ROUTE 29 (SEMINOLE TRAIL ROAD) AND STATE ROUTE 643 (POLO GROUNDS ROAD) 0 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I o � - - hoo, Offlot , mind ,AFRO NtrJ �� " i.- LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1"=2000' *OWNER: *APPLICANT: CROCK ETT CORPORATION RIVERBEND DEVELOPMENT C/O HAUGH & HELVIN 321 EAST MAIN STREET, SUITE 201 435 PARK STREET CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22901 (434)245A932 CONTACT: ALAN TAYLOR PREPARED BY �� BOHLER ENGINE ERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: RYAN T. YAUGER, P.E. CONTACT INFORMATION REFERENCES ♦ BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS. INC." PREPARED BY: ROUDABUSH GALE PROJECT NUMBER: V152000 DATED: OCTOBER 18,2016 ♦ CODE OF DEVELOPMENT: PREPARED BY: COLLINS ENGINEERING; VARIATIONS 1 AND 2 APPROVED SEPTEMBER 5, 2018 PROJECT NUMBER: V152000 ZMA APPLICATION NUMBER: ZMA201500007 DATED: JUNE 15, 2015 (REVISED OCTOBER 13, 2016) APPROVED NOVEMBER 9, 2016 VARIANCE 1 AND 2 APPROVED SEPTEMBER 5, 2018. ♦ ROAD IMPROVEMENT PLAN: STATE ROUTE 643 POLO GROUNDS ROAD STELLA LANE AND ARCHER AVENUE PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: SUB201700117 DATED: JULY 31, 2017 (REVISED OCTOBER 5, 2018) APPROVED NOVEMBER 16,2018 ♦ VIRGINIA STORMWATER MANAGEMENT PLAN: BROOKHILL SECTION 1: MASS GRADING PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: WP0201700037 DATED: JULY 27, 2075 (REVISED: SEPTEMBER 27, 2017) APPROVED: NOVEMBER 16,2018 ♦ INITIAL SITE PLAN: TITLED: "BROOKHILL BLOCK 1A - INITIAL SITE PLAN" PREPARED BY: COLLINS ENGINEERING PROJECT NUMBER: 182150 DATED: DECEMBER23,2019 GOVEE.i ING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX: (434) 972-4126 ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 FAX: (434) 979-0698 SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES C-102 - C-103 APPROVED PROFFERS C-'104-C-'IUD APPLICATION PLAN C-106 OVERALL KEY SHEET C-107 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 SALAMANDER STREET PLAN AND PROFILE C-301 SITE, GRADING, AND UTILITY PLAN C-302 SIGNAGE AND STRIPING PLAN C-303 OVERALL AVERAGE DAILY TRAFFIC PLAN C-304 POST DEVELOPMENT DRAINAGE MAP C-601 LANDSCAPE PLAN C-701 LANDSCAPE DETAILS C-702 UTILITY PROFILES C-801 - C-802 UTILITY COMPUTATIONS C-803 SIGHT DISTANCE PLAN AND PROFILE C-804 - C-807 TYPICAL ROAD SECTIONS C-901 CONSTRUCTION DETAILS C-902 - C-903 SIGN DETAILS C-904 WATER AND SEWER UTILITY DETAILS C-905 - C-906 1. SPECIAL USE PERMIT NUMBER: SP201500025, AND APPROVAL DATE OF NOVEMBER 9, 2016 TO ALLOW GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT EASEMENTS SHOWN WITHIN THIS PLAN ARE DEDICATED VIA DEED RECORDED WITH INSTRUMENT NUMBER 202000001425, D.B. 05274 PG. 0376-00389. r�hh F F _ V ¢¢o F z Q zo 0 Z z �¢O rCa7�0y3�, LL U W�� w< lr°g ps %aw � o Z = W 2 aai gza `nw> Z�z<,�c�z z�w `�wm�<>Z O m aW<XXW zz> o � woowwa ® � 9 F O O z �9'-' uinK mO°w �(a♦.....♦ av �i uam wow p W O P O X a L7 wza2z � Zg �YY y(Jl o- C2 F--1 W (7 Z�o ¢¢ W w zg °O� <wo =- aw owww= C1 �z0.zz za o �Q o DO � ¢ n REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY RTY 2 1/31119 ADDRESS COUNTY COMMENTS Rom, 3 11/07/19 ADDRESS COUNTY RTY 4 3/4/20 FOR APPROVAL RTY 5 4121120 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: AS NOTED CAD I.D.: SD4 PROJECT: ROAD AD IMPROVEMENT PLAN FOR BROOKEII,I, SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA r BOH LERl E N G I N E E R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 ©A Lic. No. 0402056625 9/17/2020 r SHEET TITLE: COVER S H[]EET SHEET NUMBER: C-101 H 051V1520WORAWINGSPIAN SETSSECTION 1\ROAD IMPROVEMENT PLAN - SALAMANDER STREETV152oW SIA$ DWG PRINTED BY: JNICE 9.1] 20 ®11:04 AM LAST SAVED BY: JNICE STANDARD DRAWING ]LEGEND ABBREVIATION STANDARD FOR ENTIRE PLAN SET NOT TO SCALE) EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE FOR ENTIRE PLAN SET ONSITE PROPERTY LINE / R.O.W. LINE AC ACRES AMERICANS WITH DISABILITY ACT - - NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE - - �'4 ARCH ARCHITECTURAL - EASEMENT LINE BC BOTTOM OF CURB - - - - - - - - - - SETBACK LINE BF BASEMENTFLOOR BK BLOCK BL BASELINE BLDG BUILDING CONCRETE CURB & GUTTER CURB AND GUTTER BM BUILDING BENCHMARK SPILL CURB I TRANSITION CUR 3 BRL BUILDING RESTRICTION LINE DEPRESSED CURB AND GU CF CUBIC FEET R CL CENTERLINE ------------- CMP CORRUGATED METAL PIPE UTILITY POLE WITH LIGHT CONN CONNECTION CONC CONCRETE �o POLE LIGHT CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS TRAFFIC LIGHT DEC DECORATIVE 0 UTILITY POLE O DEP DEPRESSED DIP DUCTILE IRON PIPE 4 (� TYPICAL LIGHT 4 DOM DOMESTIC ELEC ELECTRIC ./., h ACORN LIGHT ELEV ELEVATION TYPICAL SIGN EP EDGE OF PAVEMENT ES EDGE OF SHOULDER PARKING COUNTS ^ EW END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR -170- - ------------- 169------------ CONTOUR LINE 187 FH FIRE HYDRANT FG FINISHED GRADE TC 516..4 OR 516.4 SPOT ELEVATIONS (516.0 C 516.0 C 515.5 G GRADE GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL SAN SANITARY LABEL SAN # GL GRADE LOWER SIDE OF WALL GRT GRATE ,,//���� STORM LABEL e GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE SC SANITARY SEWER LATERAL el HP HIGH POINT yy UNDERGROUND WATER LINE yy HOR HORIZONTAL HW HEADWALL E UNDERGROUND ELECTRIC LINE E INT INTERSECTION G UNDERGROUND GAS LINE 0 INV INVERT LF LINEAR FOOT -ON OVERHEAD WIRE 0H LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE T UNDERGROUND TELEPHONE LINE T LOS LINE OF SIGHT LP LOW POINT G UNDERGROUND CABLE LINE 0 US LANDSCAPE - - - - - - - - - - - STORM SEWER MAX MAXIMUM MIN MINIMUM S _ = SANITARY SEWER MAIN S MH MANHOLE MJ MECHANICAL JOINT HYDRANT OC ON CENTER PA POINTOFANALYSIS O SANITARY MANHOLE PC POINT CURVATURE O STORM�� MANHOLE . PCCR POINT OF COMPOUND CURVATURE, CURB RETURN ® M WATER METER 0 PI POINT OF INTERSECTION FOG POINT OF GRADE WV WATER VALVE • PROP PROPOSED PT POINT OF TANGENCY GAS VALVE ❑ PTCR POINT OF TANGENCY, CURB RETURN ® GAS METER PVC POLYVINYL CHLORIDE PIPE PVI POINTOFVERTICAL INTERSECTION TYPICAL END SECTION PVT POINT OF VERTICAL TANGENCY a� HEADWALL OR ENDWALL ® �OR� R RADIUS RCP REINFORCED CONCRETE PIPE O GRATE INLET O RET WALL RETAINING WALL Q� CURB INLET R/W RIGHT OF WAY S SLOPE 0 CLEAN OUT 0 SAN SANITARY SEWER SF SQUARE FEET O ELECTRIC MANHOLE O STA STATION STM STORM O TELEPHONE MANHOLE O S1W SIDEWALK EB ELECTRIC BOX E TBR TO BE REMOVED TBRL TO BE RELOCATED ER ELECTRIC PEDESTAL TC TOP OF CURB TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL MONITORING WELL TYP TYPICAL YYY TEST PIT UG UNDERGROUND UP UTILITY POLE BENCHMARK ® W WIDE W/L WATER LINE BORING W/M WATER METER t PLUS OR MINUS DEGREE ID DIAMETER # NUMBER GENERAL, DEMOLITION PLAN NOTES 1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON -SITE AND AVAILABLE FOR REVIEW- B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. G. A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON -SITE OR OFF -SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION. 6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 7. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS -OF -WAY. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, ANDIOR APPROPRIATE GOVERNMENT AGENCY. 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, ANDIOR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES- VDOT GENERAL NOTES REVISED 3128/13 1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF: VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE DECEMBER 31, 2011 AND VDOT ROAD DESIGN MANUAL APPENDIX B1). SCHEMATIC STREET LAYOUT WITH PHASING DIAGRAM FOR STREET ACCEPTANCE ARE PROVIDED WITH THESE PLANS PER 24VAC30-92-60. 2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 4. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY. 6. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 8. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTYFFOWN INSPECTOR OR VDOT. 9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21 B AGGREGATE IS USED, UD-4 UNDERDRAINS MUST BE PROVIDED. 12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE -STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTYITOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS,. SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ARCHER AVENUECCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. 20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VDOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. GENERAL SITE PLAN NOTES 1. ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS. 2. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 3. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANYIALL CERTIFICATIONS, INSPECTIONS ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 5. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS ETC. 6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAUBUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 11. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. 12. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT, STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA 13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 14. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 15. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODSIMEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED. 16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FOR SUCH PURPOSES. 17. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS SUB -CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB -CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS. 18. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING OR ITS EMPLOYEES AND SUB -CONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE. 19. BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS SUCH AS SHOP DRAWINGS PRODUCT DATA SAMPLES AND OTHER DATA WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON -BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB -CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS. 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM - GENERAL GRADING & UTILITY PLAN NOTES 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTSIDETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. 7. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. 8. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 9. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. SUB -BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. 10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 13. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. 15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 16. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 17. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS. 18. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. PROPOSED EASEMENT ]LEGEND SI SIGHT DISTANCE - STORM DRAIN SANITARYSEWER - WATER �- PUBLIC ACCESS I 1 COMMON SHARED IE INGRESS -EGRESS j -�� PUBLIC UTILITY - VARIABLE WIDTH S I - STORMWATER FACILITY MANAGEMENT cxi o = s r� CJ M F I� d ¢x o U y/ Z W C¢7J�O I~i zua=QFLLLL� wzq�¢ z3 g Wz J¢ x F O J¢ Wd a KU tim❑ S a C7 F' ♦....♦ ; LZ7 3 W z m w ❑ FW ¢❑ z¢ ,-I U aax g2¢ ;JW> .zU ixaE h� z`"a �J�m -25X w f�1 0dW m x w uz z > U � a I� W� x�m g==¢ OC =zxW �¢xOMozw WO 0 .,, cc�> .1 JrOK m y ZU � ti °W W W O ¢ p O K a > s z 3❑ Wy d wz¢mz}x W c7N w�OMaaWg t O awo°OWg o p WI�11�� �3m32222 ®� >m mzmzzza o myQ S QF REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: N/A CAD I.D.: SD4 PROJECT: ROAD � IIVIPROV]EM[]ENT PLAN BROOK qq77 77 SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA to BOHLER E N G I N E E R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 Lic. No. 0402056625 C_ 9/17/2020 4 r'SHEET TITLE: GENERAL AL NOTES SHEET NUMBER: C-102 H:\15\V152=0�WINGBI $E(SW$ ON1VOAIMPROVEMfMPU-$NMIA RSLREEI\V152pW..O PRINTEDBY:JNICE8.1730®110AMI GA BY:JNICE June 27, 2019 ACSA GENERA, WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. 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). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. Brookhill Salamander Street 2.074 vehicles per day 208 vehicles in peak hour (10% of daily) 104 vehicles in both directions WARRANT FOR LEFT -TURN STORAGE LANES ON TWO-LANE HIGHWAY :11 = a 700 W 600 2 500 > C7 400 Z O 300 a a O 200 O 100 a 700 W 600 500 O O 400 Z 0 300 D- o_ O 200 0 104 > too J 200 40D 6W 800 1000 VA ADVANCING VOLUME (VPH) 0 0 200 104 FIGURE 3-9 400 600 800 VA ADVANCING VOLUME (VPH) FIGURE 3-10 1000 F-63 CAH 04-19-19 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. 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. 2. ALL PAVING, DRAINAGE RELATED 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR 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. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS 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. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 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 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 DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE. ZONING AND SITE TABULATIONS PARCEL: ASSOCIATED PLANS: MAGISTERIAL DISTRICT: PARKING TABULATION: PARKING SPACES PROVIDED. LANDSCAPE PLAN REQUIRED: ►A a- 04600-00-00-001800, 04600-00-00-OO18AO,04600-00-00-0019B3 BLOCK 3A FINAL SITE PLAN; APPLICATION #: SDP201800049 BLOCK 3 ICE RINK VIRGINIA STORMWATER MANAGEMENT PLAN; APPLICATION #: WPO201800050 RIVANNA DISTRICT NO STRUCTURES ARE PROPOSED WITH THIS PLAN, THEREFORE NO PARKING SPACES ARE REQUIRED. THE DATA BELOW REPRESENTS THE TOTAL ON -STREET. PROVIDED SPACES = 6 YES 1. SPECIAL USE PERMIT NUMBER: SP201500025, AND APPROVAL DATE OF NOVEMBER 9, 2016 TO ALLOW GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT Uo F s 0q m CJ {LIF �Za ¢3 1 'C 8ZWOJOLL 4Ga wagZa�g� {�HI W WW KU ¢tim ❑ S® zw ao Z¢ oS '2 �� aax gza ffi �W> iQM<MZ5 oe W,zz' o� x�m 0xxa O z FY�W c�ooEDoaF `. .e„^ 2�z ti �mKJ2 JmmZU ��Z !fie JaW �� W n X0 O a � a z 3o Z<aMz d W<}= U] ZJ MYY y6J i5 C7W WZZOO xw t" O awO>a1wg oW WW M3m322 ®�f\ >w mzmzzza �p myQ gS A - REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: N/A CAD I.D.: SD4 PROJECT: ROAD IMPROVEMENT PLAN FOR BROOKHI ,]L SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA R t^% BOH LER E N G I N E E R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 Lic. No. 0402056625 9/17/2020 V SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-1®3 H:\15\V152=0�W1NG51 $E(SW$ ON1VOAIMPROVEMfMPU-$NMIANOERSLREEI\V152pW..O PRINTED BY: JNICE GA710®110AMI SAVEDBY:JNICE Original Preffers Amendment X Brookhill PROFFER STATEMENT Date: April 18.2019 ZMA No. 201800011 I Brookhill Tax Ma and Parcel Numbe s : 04600-00-00-018A0 04600-00-00-0180004600-00-00-019A1 04600. P r() 00-00A19A2, 04600-00.00-019B1, 04600-00.00-01963, and 04600-00.00.019114 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00.UIBDO This proffer statement shall amend and supersede the original roffer statement for Brookhill ZMA Pro PP 201500007, approved on November 9, 2016. Owners of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR., TRUSTEES; CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGIMA CORPORATION AND BROOKHILL APARTMENTS, LLC A roximate) 277.5 acreszoned NNM r ei hbnrhpl,d Model District PP Y (�' B ) CHARLES R. HAUGH At ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-0ISA11; CHARLES R. HAUGH & E. J. OGLESBY, JR TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHTLL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-OMO-019B I: and CROCKETT CORPORATION is the owner ofTax Map Parcels 04600- 00.00-019A1 04600-00-00.019A2 04600.00.00-019B3 and 04600-00.0041964' all of the owners of such parcels me referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Ma Parcel 046U0.00-00-OISBO and Perry P CRAFTON CORPORATION is the owner of Tax Map Parcel 0460040-00-018DO. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan;' lest revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a pan of the proposed rezoning, and the Owner acknowledges that the conditions arc reasonable. 1. Transoortation Improvements A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"). the Owner shall construct all intersection and rum lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements'). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase 1, as B. For -Rent Affordable Housin Units (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit') shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the tent "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration. or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term'). (2) Conveyance of Interest All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terns of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in soy For -Rent Affordable Housing Unit during the Affordable Term, the then-ctureat Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer) for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (2001h), five hundredth (500(h), eight hundredth (800th), and one thousandth (I OOOth) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 depicted on the Figure A Brookhill Tragic Phasing Plan "Traffic Phasing Plan" prior to the P 8u B ( g ), issuance of a buildingpermit "Permit" for the first 1" dwelling within the Project, and the Phase P ("Permit") ( ) g J L I Polo Grounds Road Improvements shall be substantial) completed prior to issuance of either i P Y P P ) a Permit forthe fiftieth (50) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or it) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase N, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of an Permit for a dwelling other than a multi-famil dwelling. ( Y P P Y B B• Assisted Living,nursing home rest home or convalescent facility) within Blocks 14-18 of the B a ty) Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design The Polo Grounds Road Improvements shall be determined to be substantial) completed b : i the Albemarle Count P Y P Y) Y Engineer, or its designee, or ii when the are constructed inspected and the VDOT construction Bh gn ) Y Pe bond is released or iii a VDOT official otherwise confirms that the are substantial) complete. • ) Y Y D Pursuant to approval by VDOT. Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Creasing Exhibit"). Maintenance of the P Y Bu .( 8 ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be W Y B established and approved b VDOT during the VDOT review of the road plans for the Polo PP Y 8 Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved b VDOT the Owner shall P PP Y concoct all intersection and turn lane improvements along Route 29 conceptually depicted on the Application Plan ("Route 29 Intersection improvements"). The Route 29 Intersection Improvements shall be substantial) completed prior to issuance of either i a Permit for the fiftieth P Y P P ) (50ih) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any [nits within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be P substantially completed by: it the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT constmetion bond is released, or in) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall comtmct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection. shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a mulfi-Family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or if) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway impruvemcnts. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 Beginning January I of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid. to reflect any increase or decrease for the proceeding calendarycar in the Marshall and Swift Building Cost Index formasonry walls in the Mid -Atlantic ("MST"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MST as of December 1 in the preceding calendar year, the denominator of which shall be the MST as of December I in the year preceding the calendar year most recently ended (the "Annual Percentage Change). By way of example, the first annual adjustment shall be S7,333.18 x 2017 MSU2016 MSL Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit Bud Five Thousand Four Hundred Forty-seven Bud 57/100 Dollars $5,44757 per single family attached Market Rare Unit and Seven Thousand Four Hundred Nineteen and 911100 Dollars $7.419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of. i) the Elementary School Site. and related improvements to be completed by Owner, d) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection, and vi) the Trail Network, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution amount shall be $28,336,662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per will Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (I °) CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site'). The Elementary School site shallnot be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: it the Albemarle County Engineer, or its designee or ii when it is constructed, ins accepted the Ashwood Connection for inspected and VDOT has dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the Court b General Warren Deed and without consideration fee simple title d County. Y ry P to a reel of land for public road connection, including ri t•of-we. and tin of easements Pa P B Bh Y grunting from Rio Mills Road to the Berkmar Drive Extension in the approximatewn location she" on Exhibit D, Rio Mills Roadway Connection ("Rio Mills, Road Connection'). Substantial coo lefion of the Rio Mills Road Connection b VDOT is anticipated prior to P Y P December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31 2023 and permission is granted to the Owner b VDOT and the County, the Owner Perin Bran y ty, shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved b VDOT, in the approximate location shown on Exhibit D Rio Mills Roadway PP Y PP Y Connection "Rio Mills Road Connection"). The Rio Mills Road Connection if constructed b ( ) Y the Owner, shall be substantially completed prior to December 31. 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii a VDOT official otherwise confums that the are Y substantially complete. P The Credit for In -Kind Contributions, as referenced in Proffer 6 shall be increased to $31,086,662.96 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop, The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with and approval the County Director of @t pP Y tY Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently 1 ) P P Y with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Oneratine Exocnses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or otherprovider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars (S50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pumatit to this Proffer I G, shall not exceed Five Hundred Thousand Dollars (S500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being Provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County Bud VDOT as par of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by (be County on the Elementary School Site. 8. Public Hieh School or Institutional Use Si Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site'). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources, A. National Resister of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as pan of the Section 106 Review trader the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and it) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway, Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original Bud all of which together shall constitute but one and the same instrument. (Signature Pages to Follow] Page 8 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibilityto regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph IC (the "Road Ira rovements" above shall be constructed in accordance with road plans submitted b the Owner P P Y and approved b VDOT, and shall be dedicated to public use. All of the Road Improvements shall PP Y P mP be designed and constructed too applicable VDOT standards. including, without limitation, VDOT's Bn PP & rh, Geometric Desigm 1. Polo Grounds Road Railroad Overpass. Within nine[ 90 days after the request b the Count ( 1 Y Y 9 Y Y and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (I st) CO for a single-family dwelling within the Project, the County has not so requested, or VDOT has not approved the traffic signal within that time period)the 9u PP Bn Owner shall be relieved of anY obligation ation to install a traffic signal. Bn 2. Trails. Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Toil Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth SOOth Permit for a dwell ing other than a Multi-famil dwellin Assisted Living, nursing home 8 Y & & 8 rest home or convalescent facility) within the Project. The Trail Network shall be determined to he substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (5001h) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Grecnway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Gmenway area is dedicated for public use. if, at the fime the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months ofsuch request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RASA"). the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of t 1 WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-01RAO: r' y By; CHARLES R./nHAUGH 1LAllET tH�ANN OCI. BYH (.H U Date: ZLA24e ZZ6 12 OWNERS of Tax Map Parcel 04600-00-00-01800: lBy: "r"r•i CHARLES R. I IAUGH,'IRUSTBB By: D// DOUGLAS A. OGLj. BY, TRUSTEE Date: OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Ann O. HaughC, bIts , Pry�dn,deP��,t Date: W-Ixiitr S, tot 9 Page 9 of 10 of the fortieth (40(h) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proints A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed b right under the zoning in existence prior m the approval of this ZMA Y Bh 8 P PP 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public Pure B P P Y facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-I Residential zoning is two hundred sixty-nine 269 sin le-famil detached units. A "market rote' unit is an dwelling Y ( ) B Y Y 8 unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable J 8 Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the qualifying Projectas such under Proffer 4. In other words the cash contribution for market rate 1 single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 571100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Projectqualifying jas such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordab The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example. if one thousand 1000 total units are constructed in the party P ( ) Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to for sale units, rental units, accessory units and Carriage Units, ("Affordable Units') or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units. (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the units) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 OWNER of Tax Map Parcel 04600-00-00-0I RBO: HORNE LAND CORPORATION, a Virginia corporation Ann O. Haugh. lis President Date: mcz+ F. '3.U/ 9 OWNER of Tax Map Parcel 04600-00-00-OISDO: CRAFTON CORPORATION, a Virginia corporation By: Ann O. )laugh, Its President Date: i!Lqt �O / 9 Page 10 of I OWNER of Tax Map Parcel 04600-0040-019131: BROOKIDLL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Zer By: Arnim yFMcGinty, Its President Date: S,3/Zoi BROOKHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River fiend hagemen Inc. Manager By: Alan R. Tay or, is President Date: 'SrT11 �q Uo = s CJ U 403 'd z ❑ Zw0 -kLL JoLL U U O aIL x b 94Q� wa W Wz 03 g Jax a oa ed KU tint❑ S a zF,"z Lz-7 i3 W c? z m w ❑ ..z r4, w a❑ z¢ o t ,-7 U aa= gza Y-- w a (5 z i m m �sX w O b U9z� wC7 >x�mx u� zz - VB,- �aKmJmO==a .e„^ xox<tj 00ul y P O w 0 .,, F W a ti JmK m4JZU � O it Wzw W P' H Y K 11 O O K a a > s Z 3❑ M wzaZ >E c7N w�OMaamg t O <wo00Wwo W Wtzl F F a o W.4 aw OO o >z mzzza� d �z W �to REVISIONS REV DATE COMMENT BY 1 10Y26/18 ADDRESS COUNTY COMMENTS Rom, 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS PITY 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. Its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: N/A CAD I.D.: SD4 PROJECT: ROAD IMPROVEMENT ]PLAN B77--��TT��,,��gqF{{��O�Rp �p�q7 7 JL�'k.J OK IIJL-.JL.d SECTION I SALAMANDER DER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA r R-'k'H- L E RJ ENGINEERINGue BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 Lic. No. 0402056625 9/17/2020 SHEET TITLE: APPROVED PROFFERS SHEET NUMBER: C-1®4 H:n SV152QXIURA`MNGSFIAN$EBfaE( 014 lkROAnmPROVEMfMPU-aNMIANOERSmEEnV15]O o4.ONTPRIN BY: MICE a1750®1109AM V 4r GAVEn BY:JNICE Page Il of 11 l ( PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONS .�� CONSTRUCT (2) NEW WESTBOUND A LEFT -TURN LANE ON POLO GROUNDS ROAD WITH 375.OF - '- STORAGE �-- EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD c' PHASE II INTERSECTION ! - FROM o OF STORAGETO am' OF a IMPROVEMENTS \ STORAGE. • CONVERTRIO MILLS ROAD TOA 3 RIGHTIN I RIGHT -OUT OPERATION. INTERSECTION 2 © CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (1) •. LEFT -TURN AND (1) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND PHASE III ROADWAY LEFT -TURN LANE ON POLO - IMPROVEMENTS GROUNDS ROAD WITH 2So FEET OF - - STORAGE �^ '_ ♦ 3 INTERSECT10N3 CONSTRUCT \ -- A RIGHT4N l RIGHT-OU ROADWAY ENTRANCE TO ROUTE 2S - -� PHASE 11 ROADWAY IMPROVEMENTS CONSTRUCT A NORTHBOUND RIGH TURN LANE ON US 29 WITH Red OF PHASE I INTERSECTION J* O STORAGE. IMPROVEMENTS PHASE II INTERSECTION Ks IMPROVEMENTS A PHASE I ROADWAY IMPROVEMENTS INTERSECTION4 'mv • CONSTRUCT NORTHBOUND - ( ROADWAY TO PROVDE(R) LEFT TURN LANE d(5) RIGHT -TURN LANE '" f sw� > RESTRIPE PAINTED MEDIAN TO PHASE IV INTERSECTION /- r 2 PROVIDE WESTBOUNDLEFT-TURN � rN IMPROVEMENTS i g LANE ON ASHWOOD BOULEVARD �10 I a \ WITH 2oo'OF STORAGE. / ` .�. /: 9 • RESTRIPE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROVD J f I WRIGHT-TURN LANE I ` ♦ ..,, POLO GROUNDS ROAD , PHASE IVINTERSECTION �T/Z} , IMPROVEMENTS-- - - y INTERSECTION 5 • CONSTRUCTSOUTHBOUND --rA•p,�. PHASE I INTERSECTION PHASE IV ADWAY IMPROVEMENTS IMPROVEMENTS ROADWAY TO PROVIDE(,) LEFT- TURN LANEAND(2) RIGHT -TURN LANE A^_ - CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WITH 250 OF STORAGE OUR BROOKHILL TRA C PHASING PLAN ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00.019A2, 04600-00-00-019BI, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-01 SAO, 04600400-00A 1800, 04600-00-00-019A 1, 04600-00-00-019A2, 04600-00-00-019B I, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, Brookhill Proffer Amendment ("ZMA 2018-11"); and W HERF.AS, ZMA 2018-11 proposes to amend Proffer Numbers I D, I H, 6, and 8 of the Proffers (hat were approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use: site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 201 B. the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, (hal upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, w recorded below, at a meeting Held on July 17,201 Clerk, Board of County Supollsius An MY Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKee[ Y Ms. Palmer Y Mr. Randolph Y RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Counto4pervisors Ave Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y I � ConsfrPc�d , � W I , IX PROPOSS5DDVDOTROUT 29\\' 1 I IMPROVE61ENT5-$WMP�IO \ \\POSED - \\\ \'\ACONGCONNECTEOR ETAQAOAO, • IPROPOSED PEDESTRIAN CROSS -WALK } EXISTING TREE AREA TRAILWAYCO 61T0 CONCRETE Akt_l;\l r PROPOSED P}}•M1,�,IMIi Pqi Hl(/AYCON E ) FIGURE C: rASHWOOD BOULEVARD CONNECTION EXHIBIT NOTE:POLOGROUNOS ROADWAYAND LANE CONFIGURATION AS /�/✓ p.. •. SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI x' FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS !O �i ROADWAY IMPROVEMENTSWR.L BE IN ACCORDANCE WITH THE APPROVED TRAFFIC IMPACT ANALYSIS AND FINAL APPROVED ROAC /' `...r �-• CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENT -f PROPOSED SALAMANDER CROSSING (3 TOTAL) YINVERTED RETAINING WALL9NDCULVERT HEA15 WALL SYSTEM SRO\ �SALAMANDER TUNNEL FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT n !J p �• D o V h (i n �- •:1 PROPOSED 6o+ a° ACRE HIGH SCHOOL y i SITE / TMP46-2BB HORNELAND Q a� CORPORATION 1 QO / O� ,VOIi TMP46-i8D CRAFTON CORPORATION / TMP46-S6 `I ENiRANCETO WAPRY TMP45-58 1� ROCKYDALE CHARLOTTESVILLE ",'' PROPOSED ROAD CONNECTION QUARRY BETWEEN RIO MILLS ROAD AND BERKMAR DRIVE TMP46-288 HORNELAND / \ CORPORATION TMP45-60 TMP46-AD CRAFTON CORPORATION PROPOSED 7ACRE YS ELEMENTARCHOOL / SITE TMP46a88 HORNELAND CORPORATION FINAL ALIGNMENT OF BERKMAR DRIVE TO BE CONSTRUCTED BY 2027 (PER VDOT S00% CONSTRUCTION PLANS) TMP46.28D CRAFTON CORPORATION TMP46.24A � cxi o = s dU Qreo {p1,� z ❑ Ca zW��oLL zW°S2gZaLLD W c2 O W ❑ r4, z a❑ 2 Q o t� ,.a U ao.= gza ^�W> i❑ ¢uZ O`Lw ��=uizz> U y� 111 O O w w a o 0 � = J z Z WOW QOOW ti �mK m4JZU W L n � K a a WZQ�z}= W c7N w��aav'g � O awo°OW0 o Wr�IrC� v�i3to 22 >w Mzmzzza o DO ro REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: N/A CAD I.D.: SD4 PROJECT: ROAD � IMPROVEMENT PLAN BROOKHILL 7 SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA j BO"H LER ENGINEERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 C_ 9/17/2020 4 SHEET TITLE: APPROVED PROFFERS FFERS SHEET NUMBER: C-1®5 H:\15\V1520W0WNGBI $EBfaE( ON1VOA IMPROVEMfMPLAN-$NAMANOERSTREEI\V152pW. .OVJGPRIMEDBY:JNIM9.1150®110 MI GAVEOBY:JNICE NoT ro 13 r C1DQS n.V-a .gyp OODB UDC Q PROPOSED ASHWOODBOULEVARDCONNECTION PROPOSED TRAILHEAD ACCESS AREA TO.>;. "•aRDJ' OFFER. SEE PROFFERS AND CODE OF DEVELOPMENT VIDE PARKING, AN INFORMATION KIOSK,. ' 7'�• FOUR MORE INFf(�RMAT� ON REQUIRED BUFFTR�•,,, AND A PEDESTRIAN ROAD CROSSING TO �a v ... % ACCESS THE MULTI-USETRAIL AY I .Y I ROUTE 2 IMPROVEMENT .4685-1C SWM FACILITY #3 COUNTYOF 5 {1(7DEMARLE S 111 111 do T.M.46-28B HORNE LAND CORPORATION POOP•.+, •.• � . �• �. IMPROVEMENT;•• PATHWAY :•:: • ROUTE29IMPROVEMENT e• _ {{ ♦ ••.^ SWIM FACILITY #2 PROP• • .`�. STORMWATER"AROUND VDOT MANAGEMENTPOIND t, POOP • • I � • 1 SEE , • BROOKINTERSECTION 11 FOR FU ER•ETAI• ±fYQ� I • •' 4 •L��I T.M.46-AD 14. CRAFTON CORPORATION 13 PROPOSED aoo' BUFFER ALONG RT. 29 7o' NATURAL LANDSCAPE BUFFER & 30' LANDSCAPE BUFFER LI NOTE: A PROPOSED MULTI -USE PATH IS PROPOSED BY VDOT ALONG THE ROUTE 29 FRONTAGE OF THIS ; I PROPERTY. PATHWAY TO BE 1 LOCATED WITHIN THE VDOT R/W. NOTE AREA WITHIN THE aoo' BUFFER AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS EXISTING aoa FEMA FLOODPLAIN IMPROVED INTERSECTIOI` AND STOPLIGHT SEE BROOKHILL TIA REPORT FOR FURTHER DETAIL! II BLOCK 4 I I APPROXIMATE LOCATION O HISTORIC MARKER FOR THE BROOKHILL PROPER I 0 `• /(4r1 I. VOI. e,e a Ills lil � III ��\ �_ •LO / •• • ,j __ _ ' ' ell LU �•► w �, UI e•2:+:!•.!sue' . D•6 - - . V. � BEMARL• •rEEP SLOPE - / • . , •° IM ;, ,�r III •. .. \ 435 PARK ST 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 229oa P OPEN TMPo4600-oo-oo-oigoo SPACE % CROCKETT CORPORATION -='• ` C/O HAUGH & HELVIN p •1- / (TYP3 435 PARK ST V) / \ CHARLOTTESVILLE, VA 22goa Z 2 PROPOSED CIVIC SPACE - to BLOCKI2 • t / EASTERN POCKET PARK 1P 1 \1y FO l r DEVELOPER: RIVERBEND DEVELOPMENT, INC. O O O °•I BLOCK3.4 (LOCATIONTOBE DETERMI NED O \ 455 SECOND STREET SE, SUITE 400 W 0 �`. • WITH FINAL DEVELOPMENT PLAN) J - \ CHARLOTTESVILLE, VA 22903 � o: Z EXISTING aoo-YEAR `� ION TO FOREST LAKES 4:. �. �c.•:var:��s�,�.cxsxv�xl PROPOSED PRIMITIVE TRAILWAY A BLOCK 13 DEVELOPMENT AREA (TIP.) v ,14 FOREST LAKES NEIGHBORHOODIf/ 30' MIN. NATURAL BUF i BLOCK 15 FEMA FLOODPLAIN (TYP.) 1 PRO► D PRIMITIVE \ -`16. . ••� / TRAILWAY -• \ -. !,'. � `',I � � „° i•. OPEN \ROPOSEDCIVIC SPACE �� `e• ° / SPACE BLOCK 11 GREENWAY.. (TIP.) ` (TIP.) .. e 1 • ,. �_ •' `\ \ •, .�q GREENWAY •./✓/ /�, UPLAND \ •,.r.,�•4 1 (TYF) `' /,•' PARK - ,,�at.EXISTING ARCHAIC WOODLAND CAMPSITE AREA TO BE PRESERVED 'ax....•' `� POOP ` \ \ �� •`�• i �i - BLOCK 16 TREAM BUFFER (fYP. .r,• wy _ �� EXISTING aoo-YEAR ` FLOODPLAIN (TYP.) _ BLOCK4 \ TRAFFIC CIRCLE/ROUNDABOUT MAY I �,%k ALBEMARLE COUNTY t� BE CONSTRUCTED AT THE - -PRESERVED STEEP SLOPE BLOCK 5 INTERSECTION OF MAIN STREET AND (TYP,) I THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 I / OPEN I ( I SPACE I / (TIP) OPEN 1 f L m SPACE ( _ I (([,,1 (TYP.) 1 BLOCKI I `��1 EXISTING auO-YEAR ^�� y , PROPOSED FLOODPLAIN (TYP.) ,.) RIMITIVE I ;A• 1 TRAILWAY jBLOCK 2 -; "; DEVELOPMENTAREA BOUNDARY (TYP.) ROPOSED NEIGHBORHOOD ENTER I ° (LOCATION TO BE DETERMINED I:. WITH FINAL DEVELOPMENT PLAN.) L — — — — — _ _ _ _ _ — BLOCK 17 x AtIRE HISTORIC I P••e•°•, BROOKHILLPARGFL BLOCK 3 I _ _ BLOCK 5 - - ALBEMARLE COUNTY '•� ANAGED STEEP SLOPE - IN. (TyP,) GREENWAY (TYP.) , 1 � ROPOSED 20' B FFER .- �..r �� ��y.._ �,b•. ' LOCATION OF EXISTING °J to BLOCK 19 UNN CEMETERY TO •�:� REMAIN LOCK LINE P. (TY ) I � i t' BLOCK 6 ALBEMARLECOUNTY, / i •' / PRESERVED STEEP SLOPE fit, ` i - • °•. 1 / (TYP.) ,T t� •. r, •r BLOCK 7 ME XISTINGioo-YEAR 4 `. DEVELOPMENTLOODPLAIN (TIP.) `,It NGBR KHILL ' / AREA (TYP.) It V, - S�TO,REMAIN I OF agTH CENTURY MPON NTS OF BROOK HILL BLOCK 8 DEVELOPMENTAREA S 1 BOUNDARY (TYP.) 1 OPEN �OPOSED ao' PA D- SPACE MULTI -PURPOSE TRAIL, ' 1 (TYP.) _ _ / \.•- POLO GR PROPOSED IMPROVEMENT TO POLO GROUNDS ROAD FOR STATE RT" 643 (0, ROAD (50) TURN LANES - SEE THE POLO 48a, p 263) GROUNDS ROADWAY IMPROVEMENT PLAN -••, \ APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GRO NDS ROAQ DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. SEE PROFFERS FOR FURTHER DETAILS POSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. - CROCK ET CORPOROR ATION POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. / W x W z --' PROPOSED VEHICULAR ENGINEER; ENGINEERING < INTERCONNECTION ACCESS 200 GAS aoo GA RRETT ST, SUITE K CHARLOTTESVILLE, VA Z Z Z O O ag 229o2 g In In p TO THE MONTGOMERY a' IN. NATURAL BUFFER O C f co i F� Z RIDGE NEIGHBORHOOD o TAX MAP & ZONING: 04600-oo-oo-o:Boo 04600-00-oo-oillAo 04600-oo-oo-oagoo I'•'° U) i� w I f D.B. 731, PG. 6go D.B. 1333, PG. 450 D.B. 733, PG. 690 O M vl S Y O R-a ZONE: R-a RESIDENTIAL ; a E— . O O ALBEMARLE COUNTY R-2 RESIDENTIAL RESIDENTIAL L cc o MANAGED STEEP SLOPE o cc O (TYP) "- V TOTAL PROJECT AREA: 04600-00-00-01800 - 42.55 AC. AC. Z g z g F- O tt0P-V '( BLOCK 18 04600-oo-oo-o18Ao - 27.29 o4600-oo-oo-oigo0 - 2o7.66 AC. a p d p O ;: a77.5o AC. TOTAL O PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT it it z z DEVELOPMENT " _ AREA (TYP.) �j TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 201S. g BOUNDARY INFORMATION WAS COMPILED BY LINCOLN o. p •� SURVEYING ON MARCH 7, 2015. U) } r DATUM: NAVD 1988 cc - UTILITIES: COUNTY WATER AND SEWER FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP to 5aoo3CO280D i� DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE - _ PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF Q .. ry .. .. .♦ THE PROPERTY, p o g o g o r MONTGOMERY RIDGE , NOTES: NEIGHBORHOOD 3. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKFI LL DEVELOPMENT. 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE DETERMINED WITH THE SITE PLAN PROCESS. Jj�' -✓ 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOAR 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE r-_ OR FOREST LAKES. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE S. EAST(WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS 7 TO THE FLOODPLAIN. L 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN Lij ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4-a EACH PRELIMINARY SITE AND c IMITS OF ROPO ED EZONING S _ SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE 2 PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. T 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP I --I - INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Z L 7 ce ce SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN Li_j Q (n ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE S - AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. L �) " g. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO Q •J ( ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE C Z H - DEVELOPMENT. 10. CONNECTION POINT(A)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR Q O W i - INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTO;SHALL ONLY BE A •'� �' �-� PEDESTRIAN/BICYLE ACCESS CONNECTION - jll, aa. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q �•" DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. Q • NOTE: ALL STORMWATER MANAGEMENT FACILITIES E _ � AND EROSION CONTROL MEASURES SHALL BE LEGEND Z J f ' LOCATED OUTSIDE OF THE PRESERVED SLOPES. GREENWAY PRESERVED SLOPES 7 Z c_ 1 ROPERTY BOUNDARY (TYP.) L. VEGETATIVE BUFFER F79 MANAGED SLOPES O Q OPEN SPACE ^, > . •.• �.- ' ' �1 '•, WITH HOA APPROVAL, A 2o' MULTI -USE PATH ® GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS _I SHALL BE EXTENDED TO THE ENTRANCE OF MONTGOMERY RIDGE. THE HOA WILL NEED WETLANDS T C3 TO APPROVE THE TRAIL AND EXECUTE ALL PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL 2 EASEMENT DOCUMENTS ALLOWING THE HISTORIC HOUSE & THE 19TH CENTURY COMPONENTS OF CONSTRUCTION OF THE MULTI -USE PATH BROOKHILL 3� ON HOA PROPERTY. - O ao' MULTI -USE PATH TO BE CONSTRUCTED ALONG PRIMITIVE TRAILWAY THE NORTH SIDE OF POLO GROUNDS ROAD Corti i, apartment PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR O _ ADJACENL IO THE NEWC HBORHUOU ENTER. FINAL U�1 ED PEDESTRIAN TUNNEL FIIe# -- ��S ° LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. c 31NA vER SAP rOVB., SupervisorsO o 0 o EXISTING ioo YR FLOODPLAIN Q�VPN .••••. STREAMS JUNE 15, 2015 anner LOCATION OF HISTORIC RESOURCE TO BE PRESERVED GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE 20o aoo wo aoo ao' MULTI -USE PATH ® PROPOSED LOCATION OF HISTORIC MARKER — n NOT TO SCALE \ / (f PROPOSED ELEMENTARY SCHOOL SITE SHEET 1 OF 1 APPROVED BROOKHILL DEVELOPMENT LAND USE MAP FROM CODE OF DEVELOPMENT -FOR REFERENCE ONLY - F x s W H z �•Q zkc�JOLL U = Owl dG 4Gw¢Qa�g a U aFfA � S a � `�j ao za o ac aa� gza (9z Sg � z xxm gxx¢ 6 _ m J E F F F F � J m ME a005 JmO" m4JZU z J 141 aaa o o D a > l a 3Z wZ a zS<xxya o c�W WZZ��Wo A awo>}� C1 nzmzzza o ggnz o am REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY RTY 4 314120 FOR APPROVAL RTY 5 4121/20 FORAPPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: AS NOTED CAD I.D.: PH4 PROJECT: ROAD llli'1JCT'JLT�AOVEMPeNT PLAN O TT��F{�R7 BROOKIFIILJL.d SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® BuH LER H NGIN BERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 A 9/17/2020 J1 SHEETTIITLE: �7 AP PLICATUCI l` PLAN SHEET NUMBER: C-1®6 H:11SV182�WNGSVL NSEfS OTIONlROADIMPROVEMENTPOW-SNAMANOERSTR Vl5=PHe.O PRIM BY:JNIC 9.1720®11WAMI SAVEDBY:DRF RDDN APPROVED WITH SDP 2018 00050 APPROVED WITH SDP 2018 00050 !4 30'PLANTED/REFORESTED My 3R\ rr �v / 20'BUFFER / 20' BUFFER / /✓r LL / rre \ 30'PLANTEDI REFORESTED BUFFER \ \ now" 0006 \ \ t� 1 4V pp mmm le ,F PROPOSED WITH \\\ $ l SUB 2018 00115 / r t� r APPROVED WITH / I SUB 2017 00117APO / POLO GROUNDS,/_ APPROVED WITH —4b SUB 2017 00117 POLO GROUNDS ROAD 30' BUFFER \ MWAft z� _ I \ \ \ \ \1,t,� /3 / / / / / / / SHEET PROVIDED FOR REFERENCE PURPOSES ONLY APPROVED WORK AREA(WP0201700037) TOTAL DISTURBED AREA: 47.85 ACRES APPROVED WORK AREA- POLO GROUNDS (WP0201800013) ADDITIONAL DISTURBED AREA: 6.49 ACRES PROPOSED WORK AREA r0201800051) AREA WITHIN PREVIOUSLY APPROVED LIMITS: 9.41 ACRES ADDITIONAL DISTURBED AREA: 6.84 ACRES PROPOSED WORK AREA(WPO201800050) AREA WITHIN PREVIOUSLY APPROVED LIMITS: 3.44 ACRES ADDITIONAL DISTURBED AREA: 2.45 ACRES PROPOSED ADDITIONAL DISTURBANCE (WP0201700037 - FR1) TOTAL DISTURBED AREA: 10.97 ACRES TOTAL 71.55 NOTE: 1. STREAM BUFFERS SHOWN IN THIS PLAN ARE BASED ON THE BUFFERS DELINEATED IN THE PLAN TITLED "WETLANDS & WATER OF THE U.S. IMPACT MAP BROOKHILL" PREPARED BY: TNT ENVIRONMENTAL PROJECT NUMBER: 330 DATED: 716/16 LAST REVISED: 2120/17 x ��qq ~ CJ 4O U ao g W E z o W C7�0LL 7�a SOFLLLL� � a qq aSK¢oa %.i ♦Yi KU ati41 O g u i3 W � zz� �W o w ao za o U aa= gz¢ �i z�w `�wmg�5a a G m �mx WZz Z> ooww¢ O b z�z D o tjFx ,e '�'.F S.0S <..0mz .a.�� Sw .0K mtU/1ZU V4a C n O a > ¢ a z �❑ li> wza�z>= � Zg z� awo°Ow� awmzzzS a2 Dza o •�����♦< a� REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS Rom, 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS Rom, 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: V=200' CAD I.D.: SD4 PROJECT: ROAD � IMPROVEMENT PLAN BROOK qq77 77 SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA I 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 6 9/17/2020 A SHEET TITLE: OVERALL KEG' SHEET SHEET NUMBER: C-1®7 I at un HMSV152=0�WINGSI $E(S W$ ON 1V0A0 IMPROVETIfM PU-$NMIANOER SLREE I\V152pW.5 IW KEY PL MM PRIM 8:JNICE 9.1720011:05AM LAST Mg BY: JNIGE 1 "= 200' EX 12' wrussmrl2K / 1 , 7LIMITS OF ' PARCEL 2 LIMITS OF DISTURBANCE DISTURBANCE TMP 46-19 THE CROCKET CORP. ------------------------------------------------------------------------------------------------ DB 731/690 \ ; I `--------------------------------- -- _ I I I EX 20 STORM ----------------------- - I EASEMENT ----__. ADU� TC NS REMOVED ONTRACTTOR 0 DISCUSS WTH HOMEOWNER IN FIELD TO M/ACv1TE IMPACTS AND MAINTAIN ACCESS ; TO RESIDENCE AT ALL 77MES V 1 Sao AND W/L CAP IX WR1640E MR)-------- I{: DRNLWAY (/BR) a BR ----------------------------------------------------------I-- -------- h I ___ - ___ ________________________________�/__________ / / ________ ______--- / I I I - 1 1 / I , 1 1 - h //\` E: STELLP"'LANE ROAD IMPROVEMENTS SHOWN EX. PR6PER7Y-7 4p ARE APPROVED WITH SUB 2017 00117 BUT HAVE NOT LINE TO BE VACAIE� BEEN CONSTRUCTED AT THE TIME OF THIS SITE PLAN. STELA LANE TO BEGIN CONSTRUCTION PRIOR TO — SALAMANDER STREET ROAD PLAN IMPROVEMENTS. - a PROPERTY LINE TO BE VACATED — `-LIMITS OF / �44� I DISTURBANCE I ,*r ♦ I I j I / I I , , V A 40 -\q 1 , EX ROW ♦ ♦ I 1 ' L ♦ I II m F I a - - - \- _ - - GRAD/NG PROPOSED WITH)----- I WPO201700037 --- :1--------------------------- `r.-.- -.- - r l 1 EX/STING GRADES j)2 1 vvvvvvvvvvvvvvvI v v v 3 1 TU1 46-18 EXISTING 1 7 0F7 A/` I EX TREELINE (TBR) I I � I 1 I EX CEMETERY ;� 1 I I HEADSTONE LOCATION 1 \ 1 1 \ i \ \ I ' LIMITS OF / I EX 7REELINE (TBR� \ C. ' - DISTURBANCE I 1 / 1 I I II 1 I 1 11 I ' 1 1 1 � 1 'I 11 1 1 1 I \ � I I 9 SLOP7E LEGEND PRESERVED SLOPES I MANAGED SLOPES L._ W ARCHER NVE ID 0 UP, I N p I ix�lla' O � IIj F7 0=4�� I - l O v, zq so 5qo r'=500' 1. AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILL DEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THE FULL EXISTING PROPERTY. TITS� OF"""""""""` F DISTURBANCE PARCEL 2 PARCEL TMP 46-19 TMP 46-18A _ THE CROCKET CORP. CHARLES R. HAUGH I l l DB 1311690 &ELIZ. ANNE OGLESSY HAUGH --------------------------------------------------------- -- - - - - _ _ _ ��`` LIMITS OF OS 1333/450 ------ --_-------------- DISTURBANCE -__--------.------- - -44U • i ����..�''; EA: PROPERTY ��.. LINE �� EX j ACCESS TO BE REMOVED AND RELOC47E9 'I i DURING CONSTRUCTION. CONTRACTOR 70 \ MAINTAIN ACCESS TO POND AT ALL I7MES \ EX. STORM / WRIER �. - -- - - _ EX. PROPERTY LINE \ - _ AC S £EA TO BE YAC47E0 A \ 0 BE �PERCA TYLINE - _ (�R) ✓ / ACCESS TO BE REMOVED AND RELOCATED \ \ �I DURING CONSTRUCTON. CONTRACTOR 70 - - - - DISCUSS WITH HOMEOWNER IN F7ELD TO M177G47F IMPAC75 ANO MAINTAIN ACCESS \ _ TO RESIDENCE AT ALL 77MES Oslo I EX. IREECINE (TBR � TMP 46— 18A CHARLES R HAUGH '\ & ELIZ. ANNE OGLESBY HAUGH qqftl�l'/ \ , i. '\ DISTURBANCE -000 0010 10 r- \� 41 GR401NG PRO / ♦- ♦ POSED WIT r - i - - --- ���� ++.+� \ �. WP02017000,77 \ / ---_ i ++-------------------------------- I _ '��.��� \ +� EXISTING C21DES �EX. DRNEWAY .- ++. �i<� •+ \ ,' ;' 1 I (TO BE VACATED) .ems \ ' I - - �! •� \ Fy NOTES F! �ay�, 1. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY - iTp9FS F/O PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND 20 10 0 20 F , C ♦ I '9/y1 F ROUDABUSH GALE, AND THE GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037). THIS IS SEPARATED - _ BY A DASHED LINE, AND DESIGNATED ARROWS. I~ �1 ?5 -2 � xUz 2 w F a Ca zzo LLo� g F r 11uu [, O iQLLLL P4 S2�=gao° z a m f�IT�lll � Wd� � �R �aF4 mU¢Fina S® Ir„y W `, Qo z o0 0;4 ¢a xz gz¢ o rjWS >ZUo U'Z Bo ZGW wFmgm,>5> ow OvzE >mx '0z zw> ., O >u1ooww�¢ m� a mm �y wow¢o ow �m¢mm zU z� z Few s 0 0 a z 30 mw> a zgz wz>=fir m z5maxiya � W = ¢ W 3d zLi Gw 00>0>-wim $i aw0wwwx EEE - CO nzmzzza rn dG A a 5n REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4/21/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG Ifs fast. It's free. It's the law. V152000 PROJECT No.: DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: 1 "=20' CAD I.D.: EP4 PROJECT: ROAD IMPROVEMENT PLAN FOR BROO][ HILL SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA R] 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349A500 Fax: (540)349-0321 VA@Boh/erEng.com vq Lic. No. 0402056625 (_ 9/17/2020 A SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER SEf CTIONlRO0 IMPBOVEME PL-SFLAMANOERSTRE V1520p:IEP4.O PRIMEDBY:JNICE 8ITM®11:05AM IASi SAVEDBY:JNICE �I I I ,I I I � I I I , I I I I I I I 460 450 440 430 DATUM ELE% 425.00 _____________ 50 25 12.5 0 50 SALAMANDER STREET ]PLAN VIEW SCALE: 1" = 50' HORZ. V= 50' NOTES: 1. SALAMANDER STREET IS DESIGNED IS TO THE "NEIGHBORHOOD STREETS - VDOT PUBLIC ROADS" STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT. 2. REFER TO BROOKHILL ICE RINK SITE PLAN FOR UTILITY CONNECTIONS OUTSIDE OF LIMITS OF WORK. 3. REFER TO SHEET C-302 FOR A DETAILED GRADING AND UTILITY PLAN. HIG POINTELEV=449.72 HIGI I POINT STA =13+90.5 VI STA=13+70.41 A.D.=6.25 HIGH POINTS A=19+49..15 K =19.68 PVI STA = 9+48.24 123.01' VC PVI ELEV = 444.01 A.D. = 3.75 K =1 .00 71.25 VC m f0.1 C6 M m a C6 O + LOW P INT ELEV = 440.97 65 LOW PO NT ELEV = 442.29 LOW PC INT STA=10+56.61 Gi v > w LOW POI 4T STA = 18+13.83 PVI 3TA=11+11.49 m m I" PVI TA=18+09.63 PVI ELEV =439.83 EX GRADE - ---�� PVI LEV=441.35 �„ m .D.=5.53 � .D.=4.02 M K = 39.57 � = 46.77 2 18.80' VC � 88.02' VC m Li cwi m ro w w m' m N V IO N N -Z2 U g15Io :10% PROP. GRADE cli w cwwj w w POP. GRADE 1,92°I '1 8% / EX. GRADE PROP. 95% COM ACTED FILL PROP. 5%COMPACTED FILL w U z g z 2 � � U uai U Z V U ma U mO O + a p rna �0 Z + � d ¢ vu f72 O <oU 'Ma U Oa �0 o0 +� a �a th �a +ma ma . M 5Vi 5Vi N M h M pJ [] N (p O o M ^ OS m pJ N o M A O n A A w h o O V F -i V R< ? �V R F< F� F tl- a R �f 4 10+00 10+50. 11+00 11+50. 12+00. 12+50 13+00. 13+50 14+00 14+50.. 15+00 15+50.. 16+00 16+50 SALAMANDER STREET ]PROFILE SCALE: 1"= 50' HORIZONTAL 1 "= 5' VERTICAL 17+00 17+50 18+00 18+50 19+00 19+50. 20+00 20+50 21+00 21+50 460 450 aao 430 w xUz o Fa Ca z< zo� g r 11uu [, O =oQLLLLLL F z w m W U z Q m �=gao R R W F4 mUQP-ma So® a gzQo W5 >="o w0noP-E-zy rtM � wwxmwzt<w �m¢mm zU z� FWw sds ¢ O Q a z w%]wzagz>=fir zg�xiy zL awa W =o��w�wo aw Owwwm E - CO nzmzzza wdG o A c a w REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4/21/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL Y RTY I i KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: AS NOTED CAD I.D.: PP4 PROJECT: ROAD IMPROVEMENT� PLAN FOR BROOKHILL SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA r 1 B®H LER ENiGINEERING BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349A500 Fax: (540)349-0321 OW Lic. No. 0402056625 9/17/2020 r SHEET TITLE: SALAMANDER STREET PLAN AND PROFILE SHEET NUMBER: C-3®1 SEf CTIONlRO0 IMPBOVEME PL-SFLAMANDERSTRE V1520 4.O PRIMEDBY:JNICE WITH®11:08AM IA:T SAVEDBY:JNICE , I SA/V 7uMITS OF a.. F "` 1g �� DISTURBANCE PARCEL 2 DISTURBANCE I ~ W1TS OF C z ❑ 3 g s s TMP 46-19 z Ao Zr;JoLL THE CROCKET CORP. z"��Oa=m w dz X= 5 o c OB 731/690 ------------------- w ¢ o a a P- m ❑ `s PROP. BARRICADE ROE. 444 ��v o ❑ ® - CROSSWALK 4461=l ,�j U a a ¢ w `` - TC 449.17 47 ____ ___ a x z a - o - 448 TC 44 24' 448 24' ---- yy "� W 5 z c� z PROP. 5' CONC. PROP. S CONC. I�t Q W \ PROP. "STOP" sq 444 446 z C7 P+' w w g � o � � " 2 47.95 iC 446 94 � > m m ❑ � � m �N rn I SIGN (TYP.) PRO SID5TONCEWALK TC 449.05SIDEWAL O Z M u~i m ui z z> o ROW 447.90 G 449.00 450 TC 446.82 51DWALK a C9 =13 o O w w �¢ Rh II �3 , °.D .,*�, pD. D °.. °D :° °.. ° °u, e q D por in °on , '.D p .. PROP. PUBLIC ROW. ,N: Oa. D n 'p G �6a% in s'A� e°ao-6' D° P° ° D° -D o PROP. 'IN 7 5 = =p ° 'u ° TC 441.27 .� T .02 ,� ° TC 447.85 PROP. "NO 450 pD PARKINCN 6 m°a ^°a 6' a, I TC 448.95 ° TC TC 4a6.72 " / PROP. ° PARKING" / C(T12B F 2p PROP. FH SIGN ARV " ti 2S M SIGN U94W ♦�����♦ o�4�yy PROP. O �I I PROP. TC 44 h W p, g W l' e X. BOV TO BE REMOVED .Q- PARKI PS p" AND CONNECT WATER MAIN. PROP. STREET � RIM 441.76 ROE. CG-6 � "' TC 443.55 TC 44fi.43 ,yh .p \ ' � x - NAME SIGN TREE.) TC 441.32 OYPI PROP. v� °' o O a .R sip 12+50 OSSWALK 5+0o r�l z > ❑ a I, d • W W �W�W W1100 W W W W W� W I W Vy� W W W W W I W W W Wi W WSW W W W W W�FW W W MATCH EX. 0 MATCH TC 441.07 0+00 - PROP. 10"DIP WIL A I TC 449.23 PROP. 10"DIP WIL A m z g M Y Y w a € G a441.40 EP t440.74 q ROP. DOUBLE / SALAMANDER STREET TC 445.13 Oym W0 mmm� y YELLOW LINE I PROP. PROP. CG6 `C - ¢ w 0 10+50 LP 440.97 11 00 + 0 12+00 12+50 13+00 10" X 6" TEE 13+50 ! 00 14+50 15+00 +50 16+00 z q < w z O O (1)6"GV , {�W�W �2N 33g G 441.35 PROP. MATCH - - -- - --� - --- G444.38 VPD 1,948 G448.03 GIHP 449.72 PUBLIC ROAD G44929 �� > m z m z z z a I PROPSPEED 1 HISTORICAL p�' 58'WIDE- SPEED LIMIT 25MPH PROP. CG-9 PROP.CG-fi TC 447 °�h m 5 - - SIGN TC 449.53 I PROP. TC 446.40 TC 445.73 q E+ STOPBAR EP+440.74 PROP.D TC 448.84 LL C 441.07 PROP. CG-6 zz 191 MAIM - 'RIM 441.09 PROP 4" PROP. 5'CONC. 442 e, PROP 4"PVC 444 446 PROP. 5'CONC.-------------- a, - - 2y.... ..._.._. h - PROP 4"PVC S;P (TYP.) gyp d� LIMIT SIGN MARKER SI fl PVC CD-2 - CD-1 448 SIDEWALK - TC 449.8 450 R TC 44976 TC 449.00 'L CD-1 G 447.30 J CROSSWALK B // �; - - G 446.45 G 449.05 " � PROP. NO ' � ° P. PUBLIC ROW."�� - __- ------ -452 TC 449.79 4,3 TC 449.10 PROP. NO G .PARKING" �� TC 446.50 442 440 TW 448.10 W 4 0.25 TW 454.00- -- TW 456.00 E1157/NG GR,40ES TW 452.25 TW 449.65 TW 447.60 TW 447.00 SIG 446 1 C � -.-`-..-���� BW 448.10 BW 450.90 r' BW 452.25 W 449.65 BW 447.60 BW 444.69 .444 1 / T 447.47 _ :RTC 6.72 ADIt PROP. 0.7' RETAINING WALL 450 PROP. t2.3 438 ♦^���� � PROP. 20' UNDISTURBED , RETAINING WALL TW 443.33 � �•���•I ♦ . BUFFER BW 443.33 IMITS OF DISTURBANCE I- - - - - - - - - - - - - - - - - - - - - - - - I a i �� ♦♦ G 452.00 I 440 7 - Y. CEMETERY- _ EAOSTONE COCATIGN / 1438 i I i I _ G 451 00 I TMP 46-18 EXISTING G452,45 ^yam a' 13.952 AC. ;♦ - - IMITS OF G451.50 � I DISTURBA CE m / � � �� � ;♦ I wP� G 454.55 MATCH G 454.80t " I� G 454.00 G 454.50 NOTES. 1 / I I 1 i I 1. DESIGN SPEED OF SALAMANDER STREET IS 30 MPH. I i MATCH ' REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS PITY 3 11/07/19 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL PITY 5 4/21/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL PITY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG If Is fast. It's free. It's the law. 1 STM G 451.23t MATCH G 45123f ' / I I PROJECT No.: V152000 \\ - ® I DRAWN BY: MEG CHEC RTY DATE:�D BY: 06128l 8 \ \ . _ • I I SCALE: 1"=20' CAD I.D.: SS4 ITS OFF DISTURBANCE PARCEL 2 EK I �� � oRiuEe7ar � TMP 46-19 I Cc I PARCEL 1 TMP 46-18A ` THE CROCKET CORP. CHARLES R. HAUGH I DB 7 I1690 I 1� &ELIZ ANNE OG=L HAUGH LI 446 444 - - - I I I LIMITS OF _I 30' DISTURBANCE TC 447.47 24' - - TC446.94------- I II I e p G 441.3T°0 C 447.35,fid � -° . - ..-DRO PROP. S'CONC. AND W/L STUB C SIDEWALK C4 PROP. PUBLIC RO°W D ° 444 PROP. PUBLIC ROW. 6'� 6' 6 G446.77 6ne D TIC 443, TC 447.25 TC 446.72 PARKING" / e PARKING" PROP 4 II II G 442.99 TC 442 991 ' -- TC 443.33 G 443.44 TC 443.51 C 443.0- PROP. NO�� ° TC=G 442.00 2S, PVC CD-2 A-08 `i. 3 PROP. ?,1; -. TC 443.22 a, HP/iC 443.78 I PRO . TC 44728 Oh I SIGN / SIGN STM hP I 1 �, ,D PROP. ® RIM 442A0 I CROSSWALK 'P I TC 443.58 FH D -CROSSWLK 5+00 h TC 445.73 / --- PROP. a � _ I. W T 227 PROP. TC 441:81 442Ww w ww W W W W W W8+00 W W W9+00 .1=0. TC=G�441.65 PROP. 1V DIP W/L A PROP. CG-6 DIP W/L A PROP. C-6 ly TC 442.95 TC 442.34 PROP DOUBLE PROP. 10" TC 44ALAMANDER STREET YELLOW LINE 19+00 �+ GIHP 443.68 TC 442.33,5+58 16+00 16+50 17+00 17+50 18+00 18+50 °W` TC 441.95 _- LP 442.29 PROP. VPD 1,948 20+pp C 442.23 PUBLIC ROAD 10"X6"CROSS 10"X8"TEE / � 2gR CROSSWALK -PROP. CG6 TC 447.28 le - - r 1 --- (1)6"GV 58 WIDE -SPEED LIMIT 25MPH PRDP. cG-s -_,, I\ 2) 10 GV �1)8"GV TC 44322 ' - - -__ PROPI CG6 -_ G443.36 PROP. G44175 \ PROP. PROP. TC 445.13 TC 446.40 PROP. I \ �, _ TC 443.46 10" X 6" TEE (1) 6- GV CG-12B W TYP. z0+0p ) , D " _ S;P (TYP.) -PROP-14" PVC PROP. FCON P�KS �`-__, ®p 2SR CROSSWA LK TC 443.24 h _ - - \0+50 W\ G447.30 - ry5Q- CD-1 SIGN SIDEWALK - ---_. _ TC 442.80 I \ G443.35 m - HP/TC 443.78 D D -_- �PRAOP. TC 442.33 °°+ova ' -. -p --_, .. ° D, � - - °°�oa D .�o -- - Mf ° °Bv s ° e „- m ° � , ° � D - p �'p D .p �, a e ., - - - ° STM ' '° . D; `va° v' TC 3.30 be1A° °° a=°° . \ ° ° ° .D. �, D p - �\ ° a°� G 446.45 p ° D °, D. . - . - D. D a ° .D p �� PROP .° ° ,: PUBLIC ROW > ° PARKING" SIGN \ )P.::NOr ._ �� �� ��. .PROP. PUBLIC ROW. �� -- �� �� A-09 ��° �� �� TC 446.50"�- G 44-- TC 442.94 \ p - ---- -_-- TC 441. G440.30 P. ... 444 TC 442.96 PROP. 5' C - _ r p \ 7j+00 AND WIBLGSTUB _, TC 44672-�""-'-s 1 CROSSWA 442 TC "- ADE \ 442 ° "- _ 0+47 447.47 44 1 / . - R_ . -- --- -- 440 442 30' D. D.• --- �.50 442 �.�� - 440 TC 442.60 442 ° -� PIRGEL 1� ` PROP. STEEL D 440 �� _________________ 436 - ' �+r' -'---_ - .,. �� w I o? �� a❑ TIVID 46-78A \ � CHARLES R HAUGH ` BOLLAR_ 'D TC 441.12 BOLLARD- REINFORCED D BARRICADE \ ` 434 434 - ���� -� - 4ao � &ELIZ ANNE OGLESBY HAUGH caao.3o / 436 - �- 'D�• 4 432 ,ice \ .� 38 15' I DIISITS OF TURBANCE OB 1333/45p \ / 432 � �� 430 ® 438 /- ,.. 11 I �I♦ ♦♦I ♦♦ �� ���� ���� ����I �� , ►������WPO2017GR401�W/TF/ ,� ` �` ♦ EX/ST/NG ..�.. �.��.�........... ♦� 20 10 5 0 20 GRAD/NG PROPOSED PROJECT: ROAD IMPROVEMENT PLAN FOR Bht®®][ HILL SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® B®HLE ENiGINERRI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349A500 Fax: (540)349-0321 VA@BohlerEng.com 011 rll kff, 11C1�1J`12N kj) AND D UTILITY COY PLAN SHEET NUMBER: C-302 SEf CTIONlRO0 IMPBOVEME PL-SFLAMANDERSTRE V1520WS56.O PRIMEDBY:JNICE IIAT20®11:08AMI SAVEDBY:JNICE SAN 1919 0 , o-rT pz � og jh II PROP. STREEt Cf) NAME SIGN (TYP.I b u b co STOP R1 .STOP" (TYP.) PROP P ROW p D D �EX ROW O sp PROP. DOUBLE YELLOW LINE MARKER SI PROP. PUBLIC ROW. SPEED LIMIT ---_- " i R2 I I I I I I I .o D De c nP CROSSWALK W110201700037 EX15TING GRADES SALAMANDER STREE PUBLIC ROAD 58' WIDE - SPEED LIMIT 25MPH UNDISTURBED E PARKING R8 -3a 2s%P ,PROP. PUBLIC ROW. , ° ROP. "NO pD ING" O CROSSWALK PROP. N PARKING" SIGN PROP. NO PARKING" SIGN PROP. 3' RETAINING WA L EXNOEX. CEMETERY ADJACENT NEAOSTONE LOCADON PROPERLY LINE PARKING G PROP. H _ l a z ARCHER AVE m O �21N l� W i I cl u mm 1�I�I 0 0 w � xUz ° w Fa �a zzo o� g r �u [, O iaLLLLLL F P4 -M m 91 � W�dz [�=gao� �R �ac4 a°a�ma o® Ir„y W m z '9 sa= ag-ow rjWS >Z°p �1'Z �zMR w'i ==�= �,oE=E o'w �omozw mo� wy ., ..la �m¢mmzc7 z� Few s p y ¢ O a28 l�0 a z 30 W,> a zgz w>fir m zE2axiya = WH Oz = ¢W �_ SC oGJww= - CO Szmzzza A dz� � am IN REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY COMMENTS RTM 4 314/20 FOR APPROVAL RTY 5 4/21/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG If fast. It's free. It's the law. ' I PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: 1 "=20' CAD I.D.: MS4 20 10 5 0 20 1 "= 20' PROJECT: ROAD IMPROVEMENT� PLAN FOR Bht®®][ HILL SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® B®H LER ENiGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@Boh/erEng.com Lic. No. 0402056625 6 9/17/2020 A SHEET TITLE: SIGNAGE AND STRIPING PLAN SHEET NUMBER: SEf CTION 1RO0 IMPBOVEMENTPL -SFLAM DN STR V1520W .DMWINiE :JNICE 9.17Y @11AQ M W TMBY:JNICE �IIN 11il I I � _ 1 I I I 1 �111111 APARTMENTS (66 UNITS) 125SPACES ±1 1,000 SF _ _5,000 SF HOTEL RETAIL LOBBY ON RETAIL & RESTAURANT 1ST FLOOR; & RESTAURANT ON 1ST FLOOR ON 1ST FLOOR 13 STORY HOTEL NOTES: 1. COMBINEDAVERAGE DAILYTRAFFIC: 1,948VEHICLES PERDAY. 2. LAYOUT SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND SUBJECT TO CHANGE IN THE FUTURE. /. /Ipp YR 0� IV 001 00l / ---- COMMUNITY AREA J I ARCHERAVENUE A 169.6' I I I 1 1 APARTMENTS I I (66 UNITS) I 1 t 110 SPACES �I I 40% SALAMANDER STREET USAGE II II « y I I I I I «TN IR I +t II I I —# x x I !� I I �, r I► I I x I I « ® � II I I I « I I CRAFzON CIRCLE �IF I I I I I II I I I I � I I I I I I g I I I I � I I I I I I I I � I I I I II I I I I I I I I � 1 G�J II \ C+H 15,000 SF ax, + t 5,000 SF 5,000 SF 20,000 SF RETAIL / RESTAURANT RESTAURANT MOVIE THEATRE RESTAURANT ©` , 3O 40% SALAMANDER STREET USAGE 40% SALAMANDER 40% SALAMANDER � STREET USAGE STREET USAGE « I' I I ►r+t FTO i _4 0. ~ S 34,000 SI [ t t t I t r I + t ICE RINK IE « « C + r I + r 50% SALAM DER 1 STREET USAGE IE « iiiiiiiiiiinitniiiiiiiiiiiiiiiiiiiiiiinatniiiiiiiiiiiiii I I I I I � I I I I I I � I I If i f l 1 �I 1 1 �I I II I l n l l l l l l l l (111111111111�� 1100D/ STR T I I I I SALAMANDER STREET AVERAGE DAILY TRAFFIC W/ TREATER RAMEY KEMW ASSOCIATES 0)" w<fI 4343 Cox Road Glen Allen, VA 23900 Phon* 8042178560 Fez: Wi31� a ww evkemV corn;. Brookhill — Road 1B Albemarle County, VA ITE Trio Generation — Tvoical Weekdav —10`h Edition Land Use Average Daily Road I B (ITE Land Use Code) Size Traffic % on Road 1B ADT (vPd) Multifamily Housing (Low -Rise) 51 units 374 100°/p 374 (220) Multifamily Housing (Mid -Rise) 66 units 360 40% 144 (221) Movie Theater (444) 20,000 s.f. 1,562 40% 625 Ice Skating Rink (465) 36,000 s,f. 270 50% 135 Elementary School (520) 36,000 s.f. 704 100% 704 General Retail (820) 15,000 s.f. 566 40% 227 High-Tumover IQ OOO s.f. 1,122 40% 449 Sit -Down Restaurant (932) Subtotal 4,958 2,658 ITE Internal Capture* — 13%AM / 31%PM -1,090 -- -584 Driveway Volumes 3,11" 2,074 * The internal capture calculation is conservative because it excludes the elementary school and skating rink trips August 15, 2018 RAMEY KEMP ASSOCIATES SALAMANDER STREET AVERAGE DAILY TRAFFIC W/O THEATER / *TRAM Y KEMPI ASSOCIATES RANSPCP- - 1- RAMEYKEMP6ASS 4U3 Cox Road Glen AIIen, VA 230W POona. 804-217-8800 31Z www.nmWk*mp.<a Brookhill — Road 1B Albemarle County, VA ITE Trio Generation — Tvoical Weekdav —10`" Edition Land Use Average Daily Road i B (ITE Land Use Code) Size Traffic % on Road 1B ADT (vPd) Multifamily Housing (Low -Rise) 51 units 374 100% 374 (220) Multifamily Housing (Mid -Rise) 66 units 360 40% 144 (221) Movie Theater (444) — — Ice Skating Rink (465) 36,000 s,f. 270 50% 135 Elementary School (520) 36,000 s.f. 704 100% 704 General Retail (820) 35,000 s.f. 1,322 40% 529 High -Turnover 10,000 SS. 1,122 40% 449 Sit -Down Restaurant (932) Subtotal 4,152 2,335 ITT? Internal Capture* — 13% AM / 31% PM -913 -- -513 Driveway Volumes 3,239 1,822 * The interval capture calculation is conservative because it excludes the elementary school and skating rink trips August 16, 2018 I RAMEY KEMP j ASSOCIATES kLAMANDER T IJ )AGE � 1 "= 80' z CQ z g � ao sp 6s yy�� Z La Ur J O LL W a. W<5 83 g w � axoa w KU QF07 CI �� E HZm w � E~ww a0 za gs - aax a z Z Z�U w <C(E75 ZOXM Ed Z P� S U X �Uz >x=�2==Met �0g�s csOUIn x J o<MM,Md'UZZOW y0 I-1 Ili,F.I jr�IlK mr�/JZU ��a ♦�����♦ �� z Wow �o n0 M Y W O O ¢� a z 3 Z E, a g U w Qg >= 2 a c7`° wcg7�¢aoino. 4 r-0 W O3O3p:2O zWg Dmmzza o® z D REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY RTY 2 1/31/19 ADDRESS COUNTY COMMENTS R1.1, 3 11/07/19 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4/21120 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: 1"=80' CAD I.D.: EX4 PROJECT: ]ROAD IMPROVEMENT PLAN FOR BROOR]HI LL SECTION 1 SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA i „ BOH ENGINELE NG 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 6 9/17/2020 A SHEET TITLEOVERALL AVERAGE DAILY TRAFFIC PLAN H:115\V1520°0\DRAWINGSPIAN SETSISECTION 1\ROAO IMPROVEMENT PLAN - SALAMANDER STREE RV1520°OEXO DWG PRINTED BY: JNICE 9 1720 Q 11:11 AM IAST SAVED BY: MGIBSON 1 „ 4 — „—. 0"i ARC]E-I]ER AVENUE .I 1 1 1 1 I I 1 I I I 1 1 1 1 I I I 1 ' 1 ' I ' I ' 1 1 ' I ' I ' 1 1 I 1 '1 I ' I' 1 ' SILT FENCE INSTALLED WITH li WP0201800013 1 I , I I 1 1 1 , 1 �'i INLET PROTECTION INSTALLED WITH WP0201800013 \ \ 1 1 I 1 1 1 1 iil IIII I I I 1 / _ f I I I 1 I I I I 1 I I r 434.- I I I r CLEAN WATER DIVERSION INSTALLED WITH WP0201700037 1 I DA: 0.34 r.=r -- ------- ------ --____ -_ 1 1 C~•I ¢ w _____ _ _____ - r/ - . / --- I I i j -- � W Z / �------ - - - ----- - ----- A a ¢ IM Z a g 3 0 / - w ` \\ • ___ `♦♦ \� `` i/ i 1 - I U Q a foil g ------------ OWN -- -_'I U L _ ♦ / M / 1 V I__� p •' - - - - s-� /,'' • 1 I i i / h7 E.I r'i. U Q Q ❑ cZ Q o ' pry/ -_--'_- - IVI�^III^IIII ►.'l wz/ _______________ " 0 ____________________________ �QU�zCW��ryryIQfi�ry g5m 2 u�00w W JQ � -� `. ♦ . `` \. \ -�/ '- / / 1 I"`—, `♦ — . _________________________________ `(_V W W� WFO� OF Z 9440 92 _________ z ae WQ10.i Oe ► ► 1 I -- d va __ ______ __-____ ____ - 1l 11l 1 I 11I 1I1 1 I, iIi IiII I1 _______ 1 __ _ i ,Fj�yI 6Y� MW Z}= r 444 Z nK.o 0 - W DIVERSION INSTALLED WITH W 0 O 0 WP0201700037 n � z m z z z LL ----------- --'_♦4W 44. € 11 I I I I - I I I 450 -- ---------452---------------- -- ----- ----------------- 454-------- --- ----- "- ' - , 1 I I I I I I I I I I 11 1 I I IIII I, 11 II,11 'I I ', 4_ _-� Exrsnroc sraRM EASEMENT '1 % .INLET PROTECTION INS-\ TH TO EX. STM. A03 - ------ A: 6.75 AC _ EX.40'STO! 0 SILT FEN \EASEMENT _ D.B. 5274I A: 0.16 AC I `\ — t 44( 448 'T \ I TO TM. DAl 0 45 AO AC -- --- --- Q I -_ 1 II 1 1 REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY COMMENTS RTM 4 314120 FOR APPROVAL RTY 5 4121/20 FORAPPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY C=0.8 SWALE WICHECK DAMS INSTALLED WITH I ! EX. 30' III III �, WP0201700037 ! STORM T 0 STM. AO - ; /EASEMENT 'I i l PROJECT No.: V162000 cpG' D.B, 5274 P . F I\ F - DA: 0.16 AC i i it DRAWN BY: MEG TMP 46-1�'B9 (UVY�ED) = I 1 DATECHECKED BY' RTY 3.61, 9 C. I I DATE: OB/28/18 SCALE: 1"=40' 1 1 1 % i / I - � I I AD I.D.: 64 I C O T11IP �6�11I�1 � � 1 V I I \ I I II 1 ST M I , 2.961AG: I A-06 4_36 II i I I I I iI PROJECT / ROOF .PROAD 0 STM. Al SL 3 �ROVEM ENT A: 2.06 AC ! A: 0.80 AC a I / I m a' _ \ LIMITS 0� I PLAN -�• =0.90 ` Df3TURBAACE t. i _ \ LIMITS OF EX 20' 441� F{�O�Rp g r , DISTURBANCE__ __ // S ORM_li I I'I I BR®'YYKIFIILJL EASEMENT , �, , I I , v 11 ------_--__-_ //— D.B. 5274 390-397 STM� v I SECTION ll OFFDER STREET " DA:3 I I LOCATION OF SITE TO STM. A08 srM A- / I = ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 DA: 0.63 AC / A: 0.48 AC 0 B-4 1 POLO GROUNDS ROAD 7 / _ DA: 0.32 AC CHARLOTTESVILLE EASEMENT ALBEMARLE COUNTY, VA D.B. 5274 PG, 4q4 PRO:- 7' RISERS = -- 390-397 I I 446 444 - - ' 442 444 0 446 STM -- -- 444 v77 442 , / I ILT DA: 0.21 A i -- �I �� - r._n Fti , aas = 444 44 _ o 442 _ 2 I _____ ___ 440 __ _ qJ _ , ' __442 °2 _-- 436 / - 436436 434 434 4J q40 I U P E R SILT F ° RY YAU E N C'� a 8 434 432 a32 430 A: 0.65 AC .o Lic. No. 0402056625 4r ___ - 1 11 o 1 428 8 / I 1 I v R 1 ' � I 1, i ; ' � II '1 I AO / / - 43= � 1 � ��, ',, °.o�si��i2o2o ' f / A: 0.33 AC _ - _ ; I" 1 -O. V O �SHEET TITLE: POST DEVELOPMENT DRAINAGE MAP SHEET NUMBER: C-601 40 20 10 0 40 1"= 40' H:11SV152pN1➢ WNGSVL NSEfSISEGTIONlROADIMPROVEMENTPU-SNAMANOERSTR V1520WOB6.DMP lI DBY:JNIGE9.1120®11:12AM V TSAVEDBY:MGIBSON DO MOM '41111111111111111 � I LIMITS OF LIMITS OF 1 \\ \ DISTURBANCE DISTURBANCE ------------------------------------------ 4 t I I � BARRICADE _ r-v 20 570RM yy ���"�• >'-------------------------- ISEMEror _/_ - - -_--- 448 PROP"STOP" 446 I 448 SIGN(TYP.) URL11I ROW m a b J ° e P I BLIC ROW. ° A. � ..:A ° e e° a e' I �1'D e ° a .r a a•. e. re °p° ..D 46Q 6`� e�0 630 ,f60 9tl0 d94 e�CrO9R 9tlR. 6Y4 r b3i� vF'i RdY H5p Hsi\ ,Awi 660 A'IU ,fib e ,�- ,.. _..P, �r�- „- -. �:,., '!�. .,. -., - .. ... „-.• .,. ems. ��, ,. .,,, „- ,.. _.� - - - -�"'� _ !.� - �. 1 >1• -yy i \ 1 \ `.\,7 'r� �. \� ' 'Y`, l/ r' (" - , ,' `1�'- '`t `%"..•'+'�1 - , , ,0`/' 6•'f""",.;'L1 �, /,^. ^.� �,., ' 1 i LM. r1 r1 )�y„ J C .:in- 1 ( �•. J 1.i4,n-.. /�' L ro< ''millMTS� ..��.__—`r^•1T'S'� ., ----mac— �il�� _�® ..,-_...�_.......... _._..,..- �I�"/� 10 �A` rig /�► �w,�. 7m--� � �i► � � �N � �i� ���,�s1 ail ♦� I e� U 444 112 F� I I, I \-3 IGC I I 'ROP. G-12BI (TVP.) 1 77 I II - --- ------------------ ------------- -------- _ W. 5' CONC. I SIDEWALK -- OP. PUBLIC ROW. :� ,. D. °' .' -• bA G 0 G G G C) G G C) c) G C) (W C) G 0 434 432 + I EX TREELINE— / I I / I I1 I "SlJ:rdlH -------------------- 434 GD `41 IGC c39 IGC ..�. o sl m 434 \ 30 .000 ALBEMARLE COUNTY PARKING AREA COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS/PROPOSED COMPLIANCE LOCATION AND SPACING OF STREET STREET TREES PROVIDED: TREES: 1 LARGE TREE HAS BEEN PROVIDED FOR EVERY 50 LF STREET TREES SHALL BE PLANTED WITH OF STREET FRONTAGE. A CONTINUOUS EVERGREEN EVEN SPACING IN A ROW WITHIN THE HEDGE HAS ALSO BEEN PROVIDED ALONG THE PUBLIC STREET RIGHT OF WAY OR STREET. ADJACENT TO THE PUBLIC STREET RIGHT OF WAY IF NOT PERMITTED THEREIN BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND WITH THE "A" INDICATES PLANT MATERIAL UTILIZED TO FULFILL PRIVATE STREET RIGHT OF WAY. ONE (1) REQUIREMENT LARGE STREET TREE SHALL BE REQUIRED FOR EVER FIFTY (50) FEET OF 32.7-9.5 STREET FRONTAGE, OR PORTION LANDSCAPING THEREOF, IF TWENTY FIVE (25) FEET OR ONG STREETS MORE. COMPLIES SHRUBS ALONG PUBLIC STREETS: WHEN A PARKING AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE FROM AN OFF- SITE STREET, THE AGENT MAY REQUIRE ADDITIONAL PLANTING OF LOW STREET SHRUBS BETWEEN THE STREET AND THE PARKING AREA, SUBJECT TO THE FOLLOWING: 1. MINIMUM SIZE OF SHRUBS SHALL BE A MINIMUM OF TWELVE INCHES IN HEIGHT WHEN PLANTED. 2. SHRUBS SHALL BE IN A SINGLE ROW PLANTED FIVE (5) FT. OFF CENTER. LIMITS OF DISTURBANCE PROP. _ PLOP. PUBLIC ROW. 444 +4 D m' e I I I I I W W W � -' _W_ W W � W yy 19+00 A 1$+50 31 IGC e2 G _ I 11 I F F O ARCHERAVE. \�\ I Lr� I OVERALL LOCA°TI'ON MAP \ VPD 1,948 3G-o+oo \ 381GC \ GG p � r• r b PUBLIC ROW, PROP. S'C • _ --- q. 442 \ 442 SIDEWALK D lolOTE6 1. THE CONTRACTOR SHALL REFER TO THE COUNTY OF ALBEMARLECONSERVATION PLAN CHECKLIST. \ 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, 440 I� MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED LIMITS OF MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. DISTURBANCE 3. ALL LANDSCAPING WITHIN THE SALAMANDER STREET RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO THE i ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FOR A STRUCTURE IN BLOCK 3A. I 4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 438 ' 5. IF DETERMINED TO BE A SIGHT LINE OBSTRUCTION, ANY PLANTING WITHIN SIGHT DISTANCE EASEMENTS OR RIGHT-OF-WAY MAY HAVE TO BE REMOVED OR PRUNED. fi_ IF AREA IS DENUDED IN FILL- CONTRACTOR TO RE-ESTABLISH BUFFER WITH PLANTINGS SHOWN- GRA LANDSCAPE SCHEDULE KEY OTY. BOTANICAL NAME COMMON NAME CAL. CONT. SHADE TREES GO 26 GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 21I2,FCAL B+B SUBTOTAL 26 EVERGREEN TREES IXN 2 ILEX VNELUE R. STEVEN' NELLIE R. STEVENSHOLLY 68, B+B JV 3 JUNIPERUSVIRGINIANA EASTERN RED CEDAR 8-19 B+B PS 3 PIMJSSTROBUS EASTERN WHITE PINE 6-7' B+B 8 EVERGREEN SHRUBS IGC 296 ILEX GIABRA'COMPACTA' DWARF INKBERRY HOLLY 24-30' M5 CAN SUBTOTAL: a ADDITIONAL LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. CONT. EVERGREEN TREES 1XN 11 ILEXXWEWE R STEVEN' NEWE R. STEVENS'HOLLY 6-6 B+B 'N 12 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 810, B+B 'PS 5 PINUS STROBUS EASTERN WHITE PINE 6-T B+B SUBTOTAL 28 „U� F Q� s z u U O Z J O LL aG w¢Qa�g ~ aa H......• 3 c� a M Q❑ zQ o \ z U as 3zQ -2 W> zu >m 2 `z zaw mRM>m O m �mx �zz> 8 z r0. XumXOO W W JQ I� A z xxm Exx¢ 6 XEX FM=5 B'I =fix JJ� (••I wowaoo�w J tqK m49ZU z Imo()''=' ♦�����♦ �i zUUW Fi Waw p n O K Q Y a (Z"J 3 Z W Z Q �+ W Q`L Y= CDW A W O KKK mw FWZ ZO}O}O WRO Q nzmzzza o rQzQn � o I-1 m REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY COMMENTS RTY 4 314120 FOR APPROVAL RTY 5 4121/20 FORAPPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: 1"=20' CAD I.D.: LP4 PROJECT: ROAD IMPROVEMENT PLAN FOR BROOK HILL SECTION I SALAli�1Al�TI�EI� STREET LOCATION OP SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® BuH LER E NGIN BERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com 71 • Lic. No. 0402056625 9/17/2020 a? SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER 20 10 5 0 20 I L l 1"=20' H.1iSV152pN,➢ WNGSVL NSETS,SECTIONlROADIMPROVEMENTPU-SNAMANOERSTR V153pN1P4.DMPRINTEDBY:JNICE 9.17M@11:13.MI TSAVEDBY:MGIBSON w LANDSCAPE SPECIFICATIONS NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS 010 x z = 1. SCOPE OF WORK: 9. PLANTING ONLY TREES WITH ONE MAIN LEADER 00 ru p F s z SHALL BE PURCHASED. DO NOT PRUNE o o " 0 0 d E" o 400, THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT TREE AT PLANTING UNLESS DIRECTED 4 pw, F z m 3 PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TO BY PROJECT LANDSCAPE o-� qy �' z w O J O LL TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS U p = k d LL LL ARCHITECT ',� P, O P- m n - DO NOT WRAP TRUNK J THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH a GQZ w � z TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF " o ° w d < a m o s 2. MATERIALS WRAP TRUNK ROOT BALL REINFORCED RUBBER HOSE 0 NLY TREES WITH ONE MAIN LEADER ��I 7 �1 g w A- GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN (1/2" DIA.) SHALL BE PURCHASED. DO NOT PRUNE G F' • ��• DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. TREE AT PLANTING UNLESS DIRECTED PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. Z g PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED WIRE GUYS TWISTED o 1 0 00 TO BY PROJECT LANDSCAPE ARCHITECT PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN o ^ B. TOPSOIL -NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE 2" DIA. HARDWOOD STAKES 2/3 TREE HT. OR TWICE THE WIDTH POORLY DRAINING SOILS. o SET ROOT BALL FLUSH TO GRADE z m w ❑ BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1'�, WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING 2 PER TREE rr��11 F., w ¢ ❑ z ¢ o S OF THE ROOT BALL; OR SEVERAL INCHES HIGHER IN t 2 U ¢ a = 5 z ¢ MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. 4" BUILT-UP EARTH SAUCER EXISTING GRADE ,.., a ffi WHICHEVER IS POORLY DRAINING SOILS. :+ W > z a a ¢ u z GREATER 3" THICK LAYER OF DARK PREPARED SOIL FOR TREE O d w - = ui z z > C. LAWN -ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS _—III= zz AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED BROWN DOUBLE SHREDDED 1 PART PEAT MOSS III —III= 3" THICK LAYER OF DARK U d C7 o O w w ¢ 8 � PERMANENT LA SEED IXTUR SHABE STABILIZATION METHODS OS INDICATED NEW CROP SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. TREES PREPARED PART PEAT IL FORSS 1 HARDWOOD MULCH 1 P 3 PARTS TOPSOIL T COW MANUREIII= BHARDWOOD MULCHREDDED I� z O _ BEFORE PLANTING ADD 3 TO 4" I _ n m J m m z 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASEIPEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL PART COW MANURE 3 F w O w ¢ O O w 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. PARTS TOPSOIL OF WELL -COMPOSTED LEAVES UNDISTURBED SUBGRADE _ 4" BUILT-UP EARTH SAUCER FFF444 J m ¢ m m z c� OR RECYCLED YARD WASTE TO — - �U •������ & ";,r.;-' .. EFORE PLANTING ADD 3 TO 4" OF U p � o D. MULCH THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3 LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE _ —III— ,gt+'q'G.Jh:fn.`y .e `.5}:.'''v'':0./•:* =III=III BED AND TILL INTO TOP 6" OF "" III —III= WELL -COMPOSTED LEAVES OR RECYCLEDw a BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. T I I=III= \ I=III=III= PREPARED SOIL. �� _ =1 YARD WASTE TO BED AND TILL INTO TOP 6" ti Y ff DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS —III- I= — — _ —I I — — \I OF PREPARED SOIL. m m0 O ¢ —, I— — _ 4-6" DEEPER THAN ROOT BALL —I I I —I I I= _ — III— m a g o FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE UNDISTURBE _� III=I I I REMOVE THE TOP 1/3 OF THE WIRE BASKET IITII �I —� , I I �_, ,—,. III,=, .III REMOVE THE TOP 1/3 OF THE WIRE BASKET C9 w z z } d E. FERTILIZER FOLLOWING PLANTING SEASONS: SUBGRADE — I— IF PRESENT. ANY AND ALL TWINE SHALL BE ¢ w = W J 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1—III—III III—' IF PRESENT. ANY AND ALL TWINE SHALL 8E 12" REMOVED FROM THE TREE BEFORE �ry w Z 5 M x Y V5 g DIG WIDE, SHALLOW HOLE --I--� w W Z z p p w w t2 REMOVED FROM THE TREE BEFORE - BA SHOWING WEIGHT, ANALYSIS AND E F MANUFACTURER- FERTWZER HALL BE STORED IN A 1.2. LAWN: AR H T E EP . 1 DE EMBER 1 O O BAGS S O G GH SIS NAM OS S O M C 15 O JUN 15 OR S T TO C WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUN BACKFILLING. BURLAP SHALL BE FOLDED pp � W F w F > 2} 2� WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. BACKFILLING. BURLAP SHALL BE FOLDED BASE OF ROOT BALL BACK INTO PLANTING HOLE 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT TAMP SOIL SOLIDLY AROUN BACK INTO PLANTING HOLE R1 m z m z z z a o p 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING BASE OF ROOT BALL SET ROOT BALL ON FIRM ;, d < E A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. SET ROOT BALL ON FIRM m z PAD IN BOTTOM OF HOLE Q S S PAD IN BOTTOM OF HOLE zG F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. ,y m € 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICANSTANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS EVERGREEN TREE PLANTING DETAIL TREE PLANTING ON SLOPE DETAIL NURSERY STOCK (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES NOT TO SCALE NOT TO SCALE ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES ONLY TREES WITH ONE MAIN LEADER �T�T?�i.���� ja ��®}�T� I SEEDING 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1W, KOELREUTERIA QUERCUS VARIETIES 00 JJLLeeJJLLeD ��' JJCC JJLL::ee d � ld WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TWA TOMENTOSA 00 o SHALL BE PURCHASED. DO NOT PRUNE WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES oo 0 TREE AT PLANTING UNLESS DIRECTED 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF ° TO BY PROJECT LANDSCAPE ARCHITECT 1. MATERIAL: GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DO NOT STAKE DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: FOLD BURLAP AWAY FROM THE SPECIFIED COMPOSITION: INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. • 1 PART PEAT MOSS 0 TOP OF ROOT BALL 1.1.1. 80°1° -TURF TYPE TALL FESCUE SEED IF THE CALIPER AT SIX INCHES (6-)ABOVETHE GROUND EXCEEDS FOUR INCHES (4'� IN CALIPER, THE • 1 PART COMPOSTED COW MANURE 8Y VOLUME PREPARE WIDTH O F 1.1.2. 10%- KENTUCKY BLUEGRASS SEED CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 PARTS TOPSOIL BY VOLUME PLANTING HOLE 6 FT OR ° SET ROOT BALL FLUSH TO GRADE 1.1.3. 10%-ANNUAL RYE GRASS SEED 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: TWICE THE WIDTH OF a d pO OR SEVERAL INCHES HIGHER IN 1.2. INSTALLATION RATES: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT THE ROOT BALL; WHICHEVER IS GREATER e 0 o POORLY DRAINING SOILS. 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT C) 4 TABLETS PER 15 GALLON PLANT 4" BUILT-UP EARTH SAUCER SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER %" CALIPER OF TRUNK PREPARED SOIL FOR TREES 3" THICK LAYER OF DARK BROWN DOUBLE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1 PART PEAT MOSS SHREDDED HARDWOOD MULCH 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND 1 PART COW MANURE RATE OF 250 LEIS PER PER ACRE (5.8 LBS/ 1,000 SF) MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 3 PARTS TOPSOIL 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 B WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE DEBRIS K ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL THE POINT AT WHICH THE ROOT FLARE BEFORE PLANTING ADD 3 TO 4" GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS Rom, 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS Rom, 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY i k SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND UNDISTURBE RECYCLED YARD WASTE TO BED INITIAL ESTABLISHMENT. OF THE ROOT BALL._...e .c1 ..,xe.,rx •� — 4. SITE PREPARATIONS SUBGRADE = ,"'�'��•,,,,' ^'"'�<"" 84 `•'"'".,•y' = = AND TILL INTO TOP 6" OF 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED=1— I= I=III= = PREPARED SOIL. RATE OF 80 LEIS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE = — — - 4-6" DEEPER THAN ROOT BALL THROUGH THE STRAW LAYER. • B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A %" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL DIG WIDE, SHALLOW HOLE =III III=) III= III=III III EMOVE THE TOP 113 OF THE WIRE BASKET IF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT WITH TAMPED SIDES I —I 1-I I i PRESENT. ANY AND ALL TWINE SHALL BE 2. EXECUTION AND PREPARATION: SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. REMOVED FROM THE TREE BEFORE 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS KNOW WHAT'S BELOW SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM AROUND BASE OF INTO PLANTING HOLE AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF ALWAYS CALL 811 NOT 8E LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. TO PREVENT SHOCK OR DECLINE. ROOT BALL SET ROOT BALL ON FIRM AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. BEFORE YOU DIG O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED PAD IN BOTTOM OF HOLE AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE It's fast. Its free. Its the law. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS DECIDUOUS TREE PLANTING DETAIL TO SOIL ANALYSIS. PRIOR TO THE BEGINNING OF WORK P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE 22. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE WATERING SPECIFICATIONS AS LISTED HEREIN. PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE 5. TREE PROTECTION NOT TO SCALE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PROJECT No.: V152000 CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE MEG STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC CHECKED DRAWN BY: MEG ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. BY: RTY B. A FORTY-EIGHT INCH (48-) HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE, OR 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED DATE: 06/28/18 APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. OF ALL DEBRIS LARGER THAN 2" DIAMETER. SCALE: N/A PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8) ON CENTER OR AS INDICATED PLANT SHALL BE FOR CONTAINER -GROWN 2-4- AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF CAD I.D.: SD4 WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. TRANSPLANTED AT THE SAME ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS SHRUBS, USE FINGER OR �0�� GRADE AS IT BORE IN THE ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF PROJECT: C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. NURSERY PLOT PRIOR TO SMALL HAND TOOLS TO PULL COMPACTION. AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING BALLING AND BURLAPPING. THE ROOTS OUT OF THE OUTER ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6-) DBH SHALL BE REPLACED IN KIND. TREES LAYER OF POTTING SOIL; THEN �1 ���®g ®/ y� �l��7vTvJl MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6 1V") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE PLANTING MIX: CUT OR PULL APART ANY 3. INSTALLATION: MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 1 PART PEAT MOSS ROOTS THAT CIRCLE THE D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT 1 PART COW MANURE PERIMETER OF THE CONTAINER 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS ml��}�T STANDING IN THE TREE PROTECTION ZONE. 11. WATERING 3 PARTS TOPSOIL PLANTING AND RECOMMENDATIONS. PLAN �V A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. MIXTURE WILL CHANGE WITH 3" THICK LAYER OF DARK 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO FOR 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS BROWN DOUBLE HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. 7�T� ,�q,{��p�f ��f7 7 A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SHREDDED HARDWOOD HYDROSEEDING MAY ALSO BE PERFORMED WITH THE 1➢JL�'lJ"YYJ[tiJL 7JLJL.L SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 8-12" MULCH ENGINEER/ARCHITECTS APPROVAL. T� �f,�q�7 �1 ...... FINISHED GRADE 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING SECTION 1 B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE BEFORE PLANTING, ADD 3 TO 4" _ _ _ - DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. SALAMANDER THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED OF WELL -COMPOSTED LEAVES _ —III NFp I —III- PLACE SHRUB ON 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. AND RECYCLED YARD WASTE -III— eae I=1L- o AINER I FIRM SOIL IN AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND ������ TO BED AND TILL INTO TOP 6" I _=L1�I —1I BOTTOM OF HOLE. VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT OF PREPARED SOILI = = = =III=1 = _ _ — = APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A LOCATION OF SITE COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF REMOVE THE TOP M OF THE —! 11— =III= 1= I— I III I III I III —III = —III—III I — RATE OF 80LBS PER ACRE. I= I I -III —III_ — = III —III -I — —III— 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE ROUTE 29 SEMINOLE TRAIL RD PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. WIRE BASKET IF PRESENT. ANY III I III—" ' UNDISTURBED 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC AND ALL TWINE SHALL BE 24" MINIMUM RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO AND STATE ROUTE 643 SUBGRADE SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE REMOVED FROM THE SHRUB AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). POLO GROUNDS ROAD PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL. 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF CHARLOTTESVILLE 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE PLANTING HOLE SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING ALBEMARLE COUNTY, VA COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS' 1998 CUMULATIVE SUPPLEMENT PRODUCT MANUFACTURER RECOMMENDATIONS.) SUBSURFACE EXTREMELY ELYS MAY NEED TON 85%) BY DYING EASE ORGANIAINAGE. DECIDUOUS AND EVERGREEN 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER ANDlOR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. 4. MAINTENANCE CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY a DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. SHRUB PLANTING DETAIL 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS 7. FINISHED GRADING IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF ENGINEERING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT NOT TO SCALE SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER 28 BLACKWELL PARK LANE, SUITE 201 SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES. WARRENTON, VIRGINIA 20186 CONDITION AND FREE OF INSECTS AND DISEASE. 4-2- REPAIR ALL SEED WASHINGS AND EROSION. Phone: 540 B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN LANT MATERIAL SPACED AS ( ) 349-4500 ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE Fax: (540) 349-0321 THICKNESS (1"i). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. VA@BOhlefEng.com ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 3" THICK LAYER OF C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT DARK BROWN DOUBLE CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP SHREDDED HARDWOOD H TH Off` BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. FINISHED GRADE AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER f 7 f f% RY YAU 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. MINIMUM 6" TOPSOIL fl4'':;; ;��: fi'f---EXISTING SUBSOIL A. CONTRACTOR SHALL PROVIDE A SIX INCH (6') THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE .Q Lic. No. 0402056625 III -III III III _ _ LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED —III III I � �O SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. 9/17/2020 B BE REJECTED IF I IT HAS NOT BEEN PROPERLY L MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE M REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. TYPICAL PERENNIAL AND GROUND COVER PLANTING '" `of �� C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED SHEET TITLE: THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED D= PROPOSED ON CENTER LANDSCAPE FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK (O.C.) SPACING PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DETAILS A 1f 1I DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): SEE LANDSCAPE SCHEDULE DE JL AIL 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL FOR FOR REQUIRED SPACING 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP D D E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. D SHEET NUMBER:fL/�/ TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT C— •b// 0O PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE H:\15\V152om0RWNGB1 $E(SW$ ON1VOA IMPROVEMfMPU -$NMIA RSLREEI\V152pW. .O PRINTEDBY:JNICE GA710®11:14AM IASi GAVEOBY:JNICE BYJNICE 9.17.M@11:15" l TSNVE➢NYANICE BYJNICE 9.17.M@11:15" l TSNVE➢NYANICE BYJNICE 9.17.M@11:15" l TSNVE➢NYANICE �1111) /ll / / r / 1 � I / / \ I ' I / x ` �5 �'�ITS ,_4 I� "3 -� DISTURBANCE S S S S S SALAMANDER STREET INTERSECTION I NORTH AND SOUTH SIGHT DISTANCE PLANT VIEW E E 11" SIGHT DISTANCE SPEED LIMIT. LEFT 25 MPH DESIGN SPEED: 30 MPH 450 - - PROR GRADE OBJ 'SPNGER\G\\S - - - - u" - 2� gPEED DE3\GN SPEED'30 �' - EX. GRADE EX. GRADE / w x w � x \ 440 DATUM ELEV 435.00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SALAMANDER STREET INTERSECTION I NORTH SIGHT DISTANCE SCALE: 1 "= 50' HORIZONTAL V= 5' VERTICAL 460 450 440 DATUM ELE\ 435.00 450 440 E T D\ST -335 SIGH Owl DES GN SPEED.30 ANGE IHF� - - - MMPH 0? - - - - - - - - - - x 335'SIGH DES/GN rol IIMIT �5ER/GN7 SpEEQ,3 P� i EX. GRADE - PROP. G DE / OBJ OBJ i F x � i \ x w EX Gj ADE m of � �l ------------- 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 4 0 a ra I/ I I �I,II I �I � I 50 25 12.5 0 50 iYH.i4 460 450 440 NOTE: TREESAND SHRUBS LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NECESSARY TO MAINTAIN REQUIRED SIGHT DISTANCE. cxo = s a zZ0 o� J LL 7 P, O~ LL LL N W W a=<aoa ¢Ua�mo 's® W °z n QW z og W ��U aax 5za zw [9z zi z¢w �m¢ �>r wE3 Oz m �mx Xwzzx> 8m dC� O Ozw W:Q o K fa ,�"�y Cx7�0 gFF¢ xWJOxW J m.OWOZ y Q r/ FW4 Jm�¢mm �Lia ♦���4Z0♦ �o z "aW �< H X0 n N m O m a o z 3o Li a 2 wzamzr= r Om w.maamS 'd �W �z zoo wwo Q aworr�g op mwoi3 _ a ill.. d nzmzzza Q Zc 14 14 REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31119 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4/21/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. Its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 0e/28/18 SCALE: AS NOTED CAD I.D.: PR4 PROJECT: ROAD IMPJLT�VEMENT PLAN FOR DROOKEI LL SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® BOH LER R N G I N R 11 R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349A500 Fax: (540)349-0321 Lic. No. 0402056625 C_ 9/17/2020 A SHEET TITLE: SIGHT DISTANCE PLAN AND PROFILE SHEET NUMBER: C- 804 BY:JNIGE 819.W@1t16 MI TSAV BY: MGI N SALAMANDER STREET INTERSECTION I SOUTH SIGHT DISTANCE SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL 460 450 440 DATUM ELEb 435.00 SALAMANDER STREET INTERSECTION 2 NORTH AND SOUTH SIGHT DISTANCE PLAN VIEW 335' SIGHT $PEED DISTANCE RIGHT MPH DESIGN SPLIMIT:25 EED: 30 MPH - ------- ---_____- 335'SIGHTDISi _ 0sJ m DESIGNS EEDz30MMPH 7 ti PR3P. GRADE OBJ 2 w i co w x EX. GR40E — 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SALAMANDER STREET INTERSECTION 2 NORTH SIGHT DISTANCE SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL 460 450 440 DATUM ELEI� 435.00 460 450 440 NOTE: TREES AND SHRUBS LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NECESSARY TO MAINTAIN REQUIRED SIGHT DISTANCE. i i i 50 25 12.5 0 50 1"=50' 335' SIGHT DISTANCE SLIMIT'. 25 MPH E DESIGN SPEED: 30 MPH 335'SIG NT DISTANCE R� IL 25 � T H � w DES GN 3P MP EED: 30 MPH F CD CD i x PROR GRADE OBJ x U' w x rn m EK GRADE 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 460 450 440 �o s o: z Wp�F �� da Z W E7�0 7v0=kdLLLL' 4Gy waza�g v 97ay Wd .7 ¢UaFmo s iE ;W ao za aU aax 5za �w> Z< '¢w � mm XO zm ;g uizz> 0 0 >�00w W:¢ a," x mg22¢ C7�0 FFFF J 505 J B 0Z �wxwwzW (gZU aa a a, � Y m a z M Wza�z}= c0`n w0�aamS PQ nzmzzzm QF a� REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31119 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4/21/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's Tree. Its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/2a/1a SCALE: AS NOTED CAD I.D.: PR4 PROJECT: ROAD IMPROVEMENT PLAN FOR HROORI-IILL SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® BOH LER R N G I N R 11 R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349A500 Fax: (540)349-0321 Lic. No. 0402056625 C_ 9/17/2020 —1 SHEET TITLE: SIGHT DISTANCE PLAT AND PROFILE SHEET NUMBER BY:JNIGE 819.W@1t16 MI TSAV BY: MGI N SALAMANDER STREET INTERSECTION 2 SOUTH SIGHT DISTANCE SCALE: 1"= 50' HORIZONTAL 1 "= 5' VERTICAL C-8®5 450 440 DATUM ELE% 435.00 �k ° k SALAMANDER STREET INTERSECTION 3N0RTH AND SOUTH SIGHT DISTANCE ]PLAN VIEW OBJ 335'SIGHTDISTANCE SPEED LIMIT 25 HT w s DESIGN MPH SPEED: 30 MPH 191' SIGHT DISTANCE LEFT " E SPEED LIMIT: 25 MPH DESIGN SPEED: 30 MPH OBJ x � x � ROR GRADE s � w � � x \ — _ _ _ EX GRADE 6+50 7+00 7+50 5+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 SALAMANDER STREET INTERSECTION 3 NORTH SIGHT INSTANCE SCALE: 1 "= 50' HORIZONTAL 1" 5' VERTICAL 450 450 440 440 DATUM ELEb 435.00 EX TAIL _ V 50 25 12.5 0 50 1 "= 50' 091 335' SIGHT DIST AN LIMIT,CE LE DES GNDS EED?30 PP { M. 180' SIGHT DISTANCE RIGHT SPEED LIMIT: 25 MPH DESIGN SPEED: 30 MPH 06J JEE PROP. G DE CD x rn _ — — _ of — _ — — _ ,— 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 SALAMANDER STREET INTERSECTION 3 SOUTH SIGHT DISTANCE SCALE: V= 50' HORIZONTAL 1"= 5' VERTICAL 450 440 TREES AND SHRUBS LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NECESSARY TO MAINTAIN REQUIRED SIGHT DISTANCE. �o sa azZ� o� M M J LL 7 a O~ LL 20 N F4G7�m wa gzqa�g W °z WUm a� Z og a ax 5za z W> zw <X0m Oz m igmx Xwzzz�> 8m dC� >�o oww:¢ o K fa �'�y Cx7�0 gFF¢ 2JO2u1J0D0mo0Z 4Jy r/ FW4 �K m(gZ0* z "aW �< H X0 n N m o o ago a z 3o Wr Q as Wz¢mzr=r Om w0�aaXS W �z zoo wwo So ww _ a ill. Q JZ mzz ZLL Q � a� REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31119 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4121120 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's Tree. Its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: PITY DATE: 06/2a/1a SCALE: AS NOTED CAD I.D.: PR4 PROJECT: ROAD IMPROVEMENT PLAN FOR BROOKEILL SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® BOH LER R N G I N R 11 R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349A500 Fax: (540)349-0321 Lic. No. 0402056625 C_ 9/17/2020 A SHEET TITLE: SIGHT DISTANCE PLAT AND PROFILE SHEET NUMBER BY:JNIGE 819.W@1t16 MI TSAV BY: MGI N O m 34 n 94 A ?500 450 440 LFJ 420 031 w x rn 155 SPE EO.'gpMP1't OESIGN _ - E cv _ PROP. GRADE m ei \- EX. GR40E p\G�� �S i w ; " x� rn 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 STELLA LANE INTERSECTION 3 EAST SIGHT DISTANCE SCALE: 1 "= 50' HORIZONTAL V= 5' VERTICAL 460 4:I0 420 STFI I A I A� m XTn( rT`+. 8, ♦j Gt �� 50 25 12.5 0 50 1 "= 50' TREES AND SHRUBS LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NECESSARY TO MAINTAIN REQUIRED SIGHT DISTANCE. uo = s a o� z a z M; J LL 7 O W z LL LL N F4Gm wa acF � W a=<aoa ¢Ua�mo s® W °z m aW Z og W U aax Us ¢[�z F-1 Zdw �Hlym�m>¢ wE3 Oz m �mx waste 8m dC� >�ooW Wes¢ o K A �'�y Cx7�0 gFF¢ x J x J m. W Z y W O W Q O W. W r/ FW4 Jm¢mm ZU z "aW �< H Y n N m o p Q go a z 3o W� Q as 2 w z < M Z -XXXW ��zw0awz oroao �g op ad nzmzzza Az Cc di REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31119 ADDRESS COUNTY COMMENTS RTY 3 11/07/19 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4/21/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's Tree. Its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 05/2atia SCALE: AS NOTED CAD I.D.: PR4 PROJECT: ROAD IMPROVEMENT PLAN OR 7�T�F{�7 BROOKL-IIL,L. SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® BOH LER R NGIN ERRIN G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349A500 Fax: (540)349-0321 Lic. No. 0402056625 9/17/2020 SHEET TITLE: SIGHT DISTANCE PLAT AND PROFILE SHEET NUMBER: C- 8O /q BY:JNIGEB TM011:17AM V TSAV BY: MGI N THIS SHEET ]PROVIDED FOR REFERENCE PURPOSES ONLY TL o TL so = E Design Serviceability Loss, 6PSI C v � O 0 to 99.9 � N 50 W 40 u U) a c w- D 2 20 99 1.0 Q o 1 10 .O 5 H 0 O 5 Cf v .Oi i o E oc .4 Q - `w _ 0 90 .6 I W wa Q .05 c_ 1n 05 O 70 I. 60 i Example: 2.0 SO Wig = 5 ii 106 9 e 7 6 5 4 3 2 1 R = 95 % Design Structural Number, SN So = 0.35 MR = 5000 psi OPSI = 1.9 Solution: SN = 5.0 Figure 3.1. Design Chart for Flexible Pavements Based on Using Mean Values for Each Input PAVEMENT DESIGN FOR SALAMANDER STREET PAVEMENT DESIGN VALUES RELIABILITY, R(%) 75 STANDARD DEVIATION, So 0.49 ESTIMATED TOTAL ESAL, W18. 1.0 X 10s EFFECTIVE SOIL RESILIENT MODULUS, MR 6 KSI DESIGN SERVICEABILITY LOSS, A PSI 2 PSI DESIGN STRUCTURAL NUMBER, SN 3.4 DESCRIPTION OF PROPOSEDPAVEMENT SECTIONLAYER DESCRIPTION MATERIAL NOTATION THICKNESS LAYER COEFFICIENT THICKNESS INDEXASPHALT CONCRETE 1.5 0.44 0.66 - SM-9.5A SURFACE ASPHALT CONCRETE 1.5 0.44 0.66 -IM-19.OA BASE ASPHALT CONCRETE 4 0.44 1.76 - BM-25.OA SUBBASE AGGREGATE 6 .12 0.72 PROPOSED SN 3.8 R R RIGHT OF WAY 57' 0.5' S' 4' 2:5' PARKING TRAVEL LANE TRAVEL LANE 2SLOPE .5' 6' 5' 0.5' SIDEWALK 91WIDTH 11'WIDTH 11'WIDTH SIDEWALK I f--2.00W° SLOPE VARIES -2.00% -2.00% VARIES - - -1.5" IM-19.OA � BASE 6" 21-B OMPACTED 1.5" SM-9.5A SUBBASE OF SUBGRADE SURFACE 4" BM-25.0 ROAD BASE NOTES: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBCR OF 4. SALAMANDER DESIGN -}T�O7�BTE�PROVIDED 7ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. �y �17� SECTION JLJrJL'.JC{��7S�71STREET :+L'��7.-L7.,�L7eT �T-� T��p 7-�7 �v TYPICAL PI'i.tllL a7�JL:e'i.TJL®1'pl WITH 'l.Yl�' \.J 1 JCS:LeE 1 PARKING (10+99.40 TO Il1+43.82) (19+28.01 TO 20+02.25 TYPICAL SECTION DOES NOT APPLY TO INTERSECTIONS " NOT TO SCALE NOTES- SECTION SHOWN IS BASED ON AN ANTICIPATED 1993 AASHTO PAVEMENT DESIGN STRUCTURAL NUMBER OF 3.4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. SALAMANDER STREET TYPICA]L SECTION (10+59.64 TO 111+99.411) (1Il+43.$2 TO 19+28.01) (20+02.25 TO 21+12.50) TYPICAL SECTION DOES NOT APPLY TO INTERSECTIONS " NOT TO SCALE 1. SALAMANDER STREET SHALL BE DESIGNED IS TO THE "NEIGHBORHOOD STREETS - VDOT PUBLIC ROADS" STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT. � cxi o = s d � ao � {pL�I z ❑ 'Ca zW<�oLL �--y z"° 20FLLLL� wazaXg g ¢oa 7.a ¢�a�m❑ g W c? ��m W ❑ Q❑ z Q .a o t� U aa= gza ^�W> i❑ Xr,z O`L rWn ;��=uizz> O z oE,�� WOW QOOW ti �fO fC m4JZU w a C� n � O Q > X LL a z 3o w� d WZQaz}= W c7 `n w0 MaaWg � �O awo°OWg o �3m32222 ®� >w �zmzzza o myQ S A - REVISIONS REV DATE COMMENT BY 1 10Y26/18 ADDRESS COUNTY COMMENTS Rom, 2 1/31l19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS RTY 4 3/4/20 FOR APPROVAL RTY 5 4/21/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: N/A CAD I.D.: SD4 PROJECT:ROAD IMPROVEMENT j�7 j@ 1C LL 1�A Y FOR ERGGK]EIII_,L SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA Bk"JJ1J_LLER ENGINEERING BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20786 Phone: (540)349-4500 Fax: (540)349-0321 Lic. No. 0402056625 9/17/2020 SHEET TITLE: TYPICAL ROAD®� SECTIONS NOTES: SHEET NUMBER: �`,q��I/, H:\15\V1530WURAWINGGIPVW $E(Sl$EOIION iV3OAO IMPROVEMfM PUW-$NMIANOER SLREEI\V152pW.5OC.ONT PRINTED BY:JNICE 8.1]30®11:1]AM IAST GAVEO BY:JNICE CD-1 CUT T0P OF CUT ppY LMRS FOR OUTLET PPE TO ONCE BEGIN WITH 45' SUBBASE DITCH LINE ELBOW FILL BCRME SHOULDER I IMP� EW-12 (TYPICAL) PAVEMENT SUBBASE SUBCRME FILL COMBINATION UHIOERORAN '" CD-2 LIMITS OF PAY FOR 1 OUTLET PPE 7Dp DF CUT CO p#- � TOE OF FLL EW-12 � (TYPDALI T _ / LINE FPAVEMENT COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT I EDGE o0 CENTER LINE SECTION TRAVEL LNIES '4� / COMBINATION UNDERDRAIN CD-2 ON FILLS i o TRAVEL LASS (WITH TYPE 1 SELECT MATERIAL) -- - - ,/ - CENTER LINE SECTION - -1 - - - - - -� - - - /?' 5`,� 5' (WITH TYPE 1SELECT MATERIAL) EDGE OF PAVEMENTTRENCH ZWAL�F-41� PLACEMENT EDGE OF PAVEMENT PAY LIMITS FOR OUTLET PIPE TO WITH 45- TRENCH PLACEMENT SHOULDER LINEBEGIN PAVEMENT SURFACE &BASE ELBOW TOE OF FILL SUBBASE TOE OF FILL r--PAVEMENT SURFACE & BASE / -e-o-e-e-o-o-o-e-o-o-o-o-•-SELECT MATERIAL TYPEIOR$�ct AMrA/ A." -I (TYPICAL) 0 0 0 0.0 0 0 o SUBBASE LIMITS OF PAY FOR OUTLET PIPE •' • • • ' ' o / J o-o-o-o-o-o-o-o-o o-o-o- f-SELECT MATERIAL TYPEIOR$ o. o o - o - o o o o o 0 PLAN VIEW SHOWING PLACEMENT OF _ #57 AGGREGATE, #8 AGGREGATE OR CRUSTED GLASS MEETING #8 GRADATION REQUIREMENTS. - - - - - CD-2 UNDERDRAIN I Fri CEOTEXTLE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) = 057 AGGREGATE, 08 AGGREGATE OR CRUSHED ••-• GLASS MEETING 48 GRADATION REQUIREMENTS. GEOTEXTLE .IRAINAGE ''-o" NON -PERFORATED OUTLET PIPE FABRIC OR OR E- PAVEMENT SURFACE L BASE 0 0 0 0 0 0 0 0 0 E- SUBBASE OR CEMENT STABILIZED SUBBASE f-PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH W W T. 4" ROM DIAMETEP. A(W T 6•' NOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI M X X 70 PSI X X X - o- o- o- o- • SELECT MATERIAL TYPE K OR SUBGRADE o 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE o - o o (CEMENT OR LIME STABILIZED) 3E WALL THICKNESS (MIN) - INCHES • o- o. SELECT MATERIAL TYPE L OR SUBGRADE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED (CEMENT OR LICE STABILIZED) NNN TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. GEOTEXTILE ��� - GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES •,, #57 AGGREGATE, #8 AGGREGATE OR CRUSHED FABRIC GEOTEXTLf E GLASS MEETING 08 GRADATION REQUIREMENTS. L UNLESS OCATEDSATCIFICALLY THISS POINT WHEN �OT'HESUBBION ASE AND UNDERDRAIN BCIUOE ARETSTABLIZED. FACE FABRIC Y-O" GENERAL NOTES 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGRLY HAND TAMPED TO INSURE COMPACTNESS. INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND APPROACH SLAB PAVEMENT 2. OUTLET PIPE SMALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 % SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. f3% DESIRABLE) GRADE. DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH W.T. 4" MOM. DIAMETER BR W.T. g" NON. DIAMETER SMOOTH WALL PVC .10.3 0.153 SMOOTH WALL PE 70 PSI XXX 70 PSI NNW 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE BRIDGE SUBBASE y, ON CURB AND GUTTER SECTIONS, WHERE R IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 OUTLETS FOR UNDERDRAINS. THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE LINGER ENTIRE PAVEMENT AREA T5.,01,1TREGATE BASE MATERIAL TYPE I 4. ON SUPERELEVATED SECTKNS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. SIZE N0. 21B (6" MIN. DEPTH) WITH OUTLET FIRE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF P-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. N WALL THICKNESS (MIN) - INCHES 7• ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHN PAY LIMITS FOR OUTLET PIPE ARE TO PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS. wYES. ETC.) WITHIN PAY LuTS FOR OUTLET PIPE ARE TO BE OF THE SINE CRUSHING STRENGTH AS THE OUTLET PIPE. BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. )004 TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. STRUCTURE `�/OQT STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE +PECIFICATION REFERENCE STANDARD COMBINATION UNDERDRAIN `VAT 32 232 ROAD AND BRIDGE STANDARDS (AT LOWER END OF CUTS) (AT GRADE SAGS AND BRIDGE APPROACHES) ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF I SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 701 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.04 108.05 G 9D WIDTH OF -'I G-6 A I WIDTH OF ENTRANCE d R-ipNOs - NOTES: LINTS OF PEDESTRIAN ® _ _ _i ® LINTS Of PEDESTRIAN OA Oq 0M EXPANSION JOINT AC ESS ROUTE ACCESS ROUTE bpy, BMp- D o NON -TRAVERSABLE 1. THIS REM MAY BE PRECAST OR CAST N PLACE. UNPAVED SPACE INPAVED SPACE AHED Oo i 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, w 4D00 PSI F PRECAST. EXISTING OR PROPOSED K m 52 WIDTH OF rc 3. COMBINATION CURB & GUTTER HAVING A RADIUS SIDEWALK OR SIDEWALK SPACE C w r ENTRANCE OF 300 FEET OR LESS (ALONG FACE OF CURB) CURB INCLUDED N z WSHALL BE PAID FOR AS RADIAL COMBINATION CURB L GUTTER. EXPANSION JOINT ENTRANCE GUTTER u _ _ _ - 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE - - - LAYER, THE BOTTOM OF THE CURB & CUTTER LIMN RI LIMITS OF PEDESTR AN 'OM CCE55 ROUTE NON-TRAVERSAB CESS RQU7E �u 1 BE CONSTRUCTED PARALLEL TO THE SLOPE OF BASE COURSES A#) TO THE DEPTH OF �� THE PAVEMENT. a w =SLOPE W 0 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 PEDESTRIAN ACCESS ROUTE DETAILS WITH & FLOW LINE o zo z WITHOUT UPAVED SPACE IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF 4 2" R THE ROM DESIGN MANUAL IN THE SECTION ON OS URBAN STANDARDS. ADDITIONAL RIGHT-OF-WAY IS RED RED IF THE LIMITS F ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE NIN EXTEND BEYOND EXISTING 1-3" DESIRABLE MINIMUM 16' OR PROPOSED VDOT RIGHT -OF W 15" U EXPANSION JOINT ABSOLUTE MINIMUM 12' D EDGE OF PAVEMENT , p• ;0 ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS � , s 1,,,p ' I UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT p, • e. PATH ' e•. o A EY-' CONNECTING ALL ACCESSIBLE ELEMENTS OF A . '• 4.'" _ D D D D D HALF PLAN FACILITY THAT CAN BE APPROACHED, ENTERED AND • C. • E. USED BY PEDESTRIANS. If +# IF PEDESTRIAN ACCESS ROUTES Ft7 ARE BEING e ` • e • , e • D D D D , PROVIDED, A MINIMUM 4' TRAVERS.ASLE WIDTH IS ♦ ♦ ♦ s ♦ s REOURED WITH A MAX. 2X CROSS SLOPE. SECTION B-B • D D D D D WHEN USED IN CONJUNCTION WITH STANDARD ♦ CG-3 OR CG-7, THE CURB FACE ON THIS 2-0" - - - - - - - - - - STANDARD IS TO BE ADJUSTED TO MATCH I+--�I •� UNPAVED SIDEWALK SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION. , I THE BOTTOM OF THE CURB AND I, I SPACE I CURVE .p, e" T-O" GUTTER MAY BE CONSTRUCTED I ,p• PARALLEL .- THE SLOPE OF I • ® ® SUBBASE COURSES PROVIDED A NORMAL GUTTER ® _ _ _ -- x x , n • p• • • e De DEPTH OF 7" THIS AREA MAY BE CONCRETE SMR!•,IU1A MAINTAINED. • e• , e. . e• , e. x x x •�. AT THE OPTION OF THE CONTRACTOR 1:•` -e. •>. •�. q•e•• #HOXITO OX CHANGE ........... 4•ee bobeboo44'Y�g4 4• e4 e47 eA E`^fie• I e SECTION C-C 6" AGGREGATE BASE CLASS A3 (H.E.S.) CONIC. TYPE 151ZE ZV � 5'•O" ' 1 POINT Of GRADE CHANGE 12% MAX.SLOPE FOR CURB AND GUTTER ONLY #H • p. • e. . s. x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS ' ➢• • u. >. FOR SIDEWALK CURB AND GUTTER • x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND BUILT CONCURRENTLY 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM O' INTERVALS SECTION A -A SECTION D-D VDOT STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER VDOT 502 O5 ROM AND BRIDGE STANDARDS ROM AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ■ SECTION A -A STRUCTURE SIZE AND WALL THICKNESS VARIES NOTES+ 1. THE STANDARD SAFETY SLAB LSL-U IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES. JUNCTION BOXES. AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE B-TO 12-WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. #5 BARS e 8" C-C TYP. rr T PLAN CLASS A3 CONCRETE SECTION B-B 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST 14 PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5 BARS # 8" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE m CLASS A3 (3000 PSI). PRECAST CONCRETE S TO BE A4 (4000 PSI). REINFORCING ' STEEL TO BE IN ACCORDANCE WITH AASHTO M31. ,y/•. �tiD'�t� S. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH Bf 30" LONG). TYPICAL PRECAST UNIT ROM AND BRIDGE TYON XV PICAL CONCRETE SAFETY SLAB FOR DROP INLETS, 3RjFFREATME EF ERENCL SHEET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 02 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION 105 302 If TOP.UIT r! r I RISER (UNIT -trl-- BASE 'UNIT I. T �Ir I FOOTING FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.01-103.11 SPACER UNIT G -e - 0 RISER UNIT -8--- - - - - REDUCER - MONOLITHIC BASE 0 PRECAST MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION e 0 RSER UNIT -REDUCER UNIT BAASEI UNIT I FOOTING 201.03 _ MH-2 L MIDDLE UNIT(S) 5'-0" O.C_ MIDDLE UNITIS) 5'4' O.C. MIDDLE UNITISI 5-0" O.C_ END UNIT(S) 6" POSTS, 9'-C 8" MIN. TO 12" MAX. RA STRIP AND 6" SPACI FINISHED NOTES: 1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2)_3 IN. X 641 IN. CARRIAGE 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. BOLTS OR WITH (2)-6 IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWS 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS. PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL [EXTENSION OF 4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT-OF-WAY. INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND LENGTH OF THE BARRICADE. AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF �f? THE BARRICADE. TRAFFIC BARRICADE DETAIL 2016 ROAD & BRIDGE STANDARDS GG-12 •5 DOWELS, S" LONG -0I PERMISSIBLE AT 12" C-C CONSTRUCTION 5'MN. JOINT p 124 MAX 3. r i� 12�t MA% L N RAMP §1SE MP (SEE TABLE) A iABLEI TRUNCATED DOMES SEE SHEET 1OF 5 FOR DETAILS MN SHAPE TO MA CH FACE OF ROADWAY CURB BACK OF CURB 48 : H 201 48 - 1 MAX 2 N" SECTION A -A PERMISSIBLE CONSTRUCTION JOINT N I � SECTION B-B o 2n MAX. lv\ WITH BUFFER STRIP WITH BUFFER STRIP WITHOUT BUFFER STRIP i CROSSWALK er cu '� o0UTWE NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. CROSSWALK RERPEN[ SEE SHEET 1 OF S. (°' IG MwasN THE REOURRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT' CURB IS WHITED TO 15 FEET, REGARDLESS OF THE 4'BUFi SLOPE.AT INTERSECTION vswEl WITHIN CROSSWALK L 48,1MMl. DIAGONAL PLACEMENT LAIONG 4#H MAY YWE CURB 5' MN f ; CROSSWALKr f � F 5 CO RETIE CURB WITH BUFFER STRIP WITHOUT BUFF \vooT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE RDA) AND BRIDGE STANDARDS R SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 203.07 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT ''NNUM RAMP LENGTH IN FEET 4" CURB 6" C11R8 0 4 6 1 5 7 2 5 B 3 6 9 4 8 2 5 10 ]5 6 M IS IS-1 i TRANSITION WEEN •4 ' PIPE DIANETERBESTWHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. 2016 ROAD & BRIDGE STANDARDS SHAPE CONTOURO ��... OF PIPE - ---------- SHAPE TO ELEVATION OF ND -POINT OF LARGEST PIPE. I I I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS \ NOTES SHARING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAM ON ALMS OR WHERE INVERT OF PIPE S ABOVE INVERT OF TO INVERT OF STRUCTURE. j OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A n PORTLAND CEMENT CONCRETE Mix CONFORMING TO CLASS A3 OR / v / / CLASS C1 EXCEPT THAT 25Z OF COARSE AGGREGATE MAY BE UP TO 4'1 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, I BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE'S% II SHALL BE LEFT SMOOTH BY MEANS HAND TROWELLING. NONE TE SHALL REMAIN EXPOSED. OF THE COARSE AGGREGATE 4 DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - 4 PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. ROM AD BRIDGE STADARDS ROM AND BRIDGE STANDARDS REVISION DATE SHEET i OF 1 SHEET 1 OF 1 REVISION DATE 106.07 106.08 PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2' MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE(PER GEOTECHNICAL REPORT) L-4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE n x xz � r 4 : 0 ¢o g z C dO zLj JOLL 7 U W (DO ti w w W Ica wxaw-Cg € Q=�Q0 ai LYU QtiOI O g B U zz� w o �o z w W> z< (DZ z% m<>cq L-x o G W aM~im wz z> o v w O O w w Q o 0 MFM W0K mozo >caa •...... aW w rrTT,, _ , g > a LD wza�z>= rn zg 2 Y Y wOJ 12 z W ¢ w O ZZOOMW >WW �3�0333g D.wowwwz E C DzmzzzC_ o � Q REVIISgONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS RTY 2 1/31l19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS RTY 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. Its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: N/A IlIk CAD I.D.: SDI PROJECT: ROAD � IMPROVEMENT ]PLAN FOR BROOKHILL SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® BGH LER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 C: 9/17/2020 4 I//SyyHEET TITLE: ° �-y 0 DETAILS SHEET NUMBER: HMSV1520WURA`MNGSIPLAN$E(SW(TNON1%RGA13 IMPROVEMfM PLAN-$NM/ANOER SLREEI\V152pW.5OC.ONT PRINTED BY:JNIGE U750®11:17 AM LA5TSAVEDBY:JNICE DI-3A, 3B, 3C EXPANSION KEYED s ■ FOR DETAILS OF INLET JOINT JOINTT� BARS fGUTTMpACHH m BAR G C GUTTER BAR C 2„ SUBBASE HARDWARE CLOTH t ARS F I WEEP HOLE. c SEE NOTE 8 I fill $TEPS.'SE NOTE 5 8 s.. SECTION A -A KEYED CDNST. JOINT L-VARIABLE - MAX. 20' WARPED r� *!�,I.IA UTTER �-'Ig• 2'-6" I B 8" 3'-0" xROACH �I �I o" TER al'v'B SG ____________________ ___BARS F BARSE Maw B H W'3" DIAMETERWEEP HOLE FRONT ELEVATION BAPS F- -(GUTTER REMOVED) 8 5%I/4" BENT PLATE / \ SECTION B-B p., N "R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 a CID-7 STANDARDS.. a I/M I "X2'//Z 'X'/4' TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A I GAL�ANITED TYPE B /2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE NON AT TC-C. CONNECTORS AND IS TO BE ANCHORED WITH I/s' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ -APPR. PAVEMENT DI-3A _LL- _ OI-3B L DI-3C L WARPED PAVEMENT Z A Z ._ _ _ _ FLOW FLOW I/� I SLOW .� ���¢ 1 •/�sLl\ 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL OT ROAD AND RIIDDGEE STANDARDS SPECIFICATION STANDARD CURB DROP INLET REFERENCE SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 KI4.09 U8/1U VIRGINIA DEPARTMENT OF TRANSPORTATION 302 I •�Ylee 11:.J'CJS�: J3OC:.�OCG:.�::.CC��C: OCCC7 DI-3AA3BB.3GC in NOTES Bars H 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A Will. X5 a 12" c-c MINIMUM DEPTH IN) TO BE 8'-0". MAXIMUM COVER OF 2". DEPTH TO BE 20'-0". FOR INLETS LESS THAN 8' USE STANDARD 04-3A. 38, 3C. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 2. THE "Hill DIMENSION SHOWN ON THE STANDARDS ALL OPENINGS BY 2". AND SPECIFIED ON THE PLANS WILL BE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS AT MEASURED FROM THE NVERT OF THE OUTFALL (3000 PSI) PRECAST CONCRETE IS TO BE Bars H, PIPE TO THE TOP OF THE STRUCTURE. 4000 PSI. X5 0 12" c-c PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL 12. LENGTH OF SLOT (U WILL, IN EVERY CASE, BE DIMENSIONS SHALL BE DETERMINED BY THE SHOWN ON PLANS. CONTRACTOR FROM FIELD CONDITIONS, 13. WHEN INLET IS USED 4' MEDIAN BACKOF 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS WI D TO CONFORM WITH PIS TO BE SHAPED 8" T-8" B" TO BE SHAPED W ACCORDANCE WITH STANDARD PROPOSED OSED CURB. 4•_0" THE COST OF FURNISHING MID PLACING ALL MAT MATERIAL$ INCIDENTAL TO TF1E SHAPING BE 14. F OPTIONAL CONSTRUCTION JOINT IS USED IT IS INCLUDED IN THE BID PRICE FOR THE STRUCTURE. TO BE KEYED. ALL SPLICES IN BAPS V TO BE SECTION A -A A NNIMUA OF 40 DIAMETERS (20"). See Note 19 Bors V e 8" c-c A A Optional Construction �Joint I- 4. M THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE 15. FOR PLAN VIEW OF INLET SEE STANDARD DI-3A STRUCTURE, THE INVERT OF THE STRUCTURE 3B, 3C. SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STALING OR PONDING OF WATER 16. QUANTITIES SHOWN ARE FOR MINIMUM INLETS IN THE STRUCTURE. THE COST OF FURNISHING OF EACH TYPE. FOR INLETS OF GREATER DEPTH AND PLACING ALL MATERIALS INCIDENTAL TO (H) OR LONGER SLOT (U INCREMENTS SHOWN THE SHAPING IS TO BE INCLUDED IN THE BID PER FOOT MUST BE ADDED. THE MOUNT OF PRICE FOR THE STRUCTURE. CONCRETE AND STEEL DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. S. STEPS ARE REQUIRED, FOR DETAILS SEE STANDARD ST-1. 17. FOR NUMBER OF BARS A-G REWIRED AND 8. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. LENGTHS SEE SHEET 104.10. re cloth 7. NN 4 X 8" SMOOTH DOWELS AT APPROXIMATELY B' FOR DESCRIPTION AND LOCATION OF DIMENSION FOR 12"cloth TO ABUTTING TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SEE SHEET 104.09. Weep Hole. SETTLEMENT. INLEU OF DOWELS A 2" X 4" See Note e. NOTCH MAY BE PROVIDED. SEE STANDARD II FOR ALL DETAILS, DIMENSIONS. AND T-DI -3.4 FOR ALTERNATE DESIGN. REINFORCING STEEL ABOVE THIS LINE SEE 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO STANDARD DI-3A, 38, 3C. DRAIN SUBBASE MATERIAL. WEEP H0� WITH 12"X12" PLASTIC HARDWARE CLOTH �" MESH OR GALVANIZED STEEL WIRE, MM WIRE DIAMETER 0.03" NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. �1- X5 Bar M each come, 1- M5 Bar H1 each alternate corner SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BARS H BARS H 1 BARS V N0. REOT. LENGTH NO. REOT LENGTH NO. REGO LENGTH 4X(H+1) 1 3'-6" 4v(H•1) S-8" 36 H-T-4" APPROXIMATE QUANTITIES FOR MINIMUM W DEPTH INLET TYPE DIMENSION L SEE NOTE 18 REINFORCING STEEL CONCRETE DI- Lin. Ft. Lbs. Cu. Yale. 3AA 2'-6" 452 3.14 3BB 4'-0" 494 3.47 3CC r-O" 541 3.89 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH [H) AND/OR SLOT LENGTH (L) H L CONCRETE STEEL CONCRETE STEEL Cu. Yale. Lbs. Cu. Yala. Lba. 0.317 1 54 0.317 1 54 0.22 1 23.5 0.317 54 0.22 23.5 STANDARD CURB DROP INLETSPECIFICATION 1211 - 3011 PIPE: DEPTH (H) 81 TO 201 233 L VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES 0I-3A. 38. 3C TYPE ` AREA OF SPOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yale. No. I Lin. Ft. IH No. Lin. Ft. NI No. I Lin. Ft. MH No. Un. Ft# No. Lin. FL* No. Lin. Ft.* No. Lin. Ft. Lbs. DI-3A 2'-6" LIS 2.26 _ _ _ _ 1 3,_7„ 3 3,_2" _ _ _ _ g _ 4' 1.83 2.59 5 1'-8" 2 6'-7" W- " 3 5'-7" 3 3'-2" 4 t'-ell 3 1'-8" { - 64 6' 2.75 3.02 5 3'-6" 6 '- „ to 8--joll 3 V-7" 3 3'-2" 4 3'-6" 3 1'-8" 4 8' 3.67 3.46 5 5'-6" 10 '- " '- " 3 5'-7" 3 3'-2" 4 5'-B" 3 1'-8" 4 - 158 DI-38 10, 4.58 3.90 5 P-6" 14 6'-7" to W-10" 3 5'-7" 3 T-2- 4 T-6" 3 1'-8" 4 11-01, 204 12' 5.50 4.34 5 91-6" Is '-7" q, 6'-10" 3 5'-7" 3 3'-2" 4 9'-6" 3 V-6" 4 11-01. 251 14' 6.42 4.78 5 11'-8" 22 '_ „ ,_ " 3 5'-7" 3 3'-2" 4 11'-6" 3 T-8" ♦ '- 16' 7.33 5.22 5 IT-6" 26 6--7" to V-10" 3 5 -7" 3 3'-2" 4 13'-6" 3 1'-e" ♦ 1'- " 345 18, 8.25 5.66 5 15'-6" 30 " 3 5 7" 3 3'-2" 4 15' 6" 3 1'-6" 4 391 20' 9.17 1 8.09 5 1T-6" 1 34 6'-7" to 6 10" 3 V-7" 3 3'-2" 4 1T 6" 3 1'-8" 4 438 6' 2.75 3.01 10 1'-9.1 4 6 -7" to 6' 10" 5 5 -7" 3 N-2' 8 1-9" 6 Ills" 2 - 111 8' 3.67 3.45 10 T-9" B '- " W-10" 5 5'-7" 3 3'-2" 8 2'-9" 6 1'-6" 2 - 1 O' 4.58 3.89 10 3'-9" 12 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 3'-9" 6 1'-6" 2 - 12' 5.50 4.33 10 4'-9" 16 -7" '-1 " 5 5'-7" } 3'-2" 8 4'-9" 6 T-6" 2 - DI-3C 14' 6.42 4.77 t0 V-9" 20 6'-7' to W-10" 5 V-7" 3 3'-2" 8 5'-9" 6 1'-6" 2 - 29B 16' 7.33 5.21 10 6'-9" 24 6'-7" to W-10" 5 5'-7" 3 3'-2" 8 6'-9" 6 1'-8" 2 - 345 18' 8.25 5.65 10 T-9" 28 6 -7' to W-10" 5 V-7" 3 3'-2" 20' 9.17 6.09 10 8'-9" }2 6 - " 0 6'-O" 5 5'-7" 3 3'-2" a 8'-9" 6 i'-6" 2 ,• NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. M 4 X 8" SMOOTH DOWELS AT APPROXIMATELY IS. THIS AREA MAY BE EARTHEN, IN WHICH CASE 12" C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "Hill DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 1/f' MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FELD CONDITIONS. DIAMETER 0.03". NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 II THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MN. OF 2 IS TO BE L+16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. 4( DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE#5. 4. PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE,THE INVERT OF THE STRUCTURE it. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR POMMNG OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (U WILL, IN EVERY CASE. BE THE SHAPING IS TO BE INCLUDED N THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN CURB OR 5. STEPS ARE TO BE PROVIDED WHEN H B 4' WITH INTEGRAL CURB, CUTTER IS TO BE IS TO ST OR GREATER. FOR DETAILS SEE STANDARD ST-1. ONTTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. $4. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. ERENCE STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-2A, 2B, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT I A r5.C�-Io F"` CRACK CONTROL J g" LaC PLAN VIEW LilA GALVANIZED MC 6 X 12 I 1 2" 3" DIAMETER B 0B E WEED HOLE SEE NOTE 8 FRONT ELEVATION DI-2A DI-28 BARS N T 2 _ GALV. MC6XI2 jai a1�0"cc D_ _ a BARS B a 10" C-C BARS C - a all C-C BARS A a 10" C-C ROAD AND BRIDGE STANDARDS REVISION GATE SHEET 2 OF 2 104.10 ram-E WELDED JOINTS SECTION B-B COLLAR - 1'-4" 2'-0" BARS MI L 211 "X2V,"XI/." G& SLOPE OF -� 'o APPROACH SURFACE GALV. MC6x12 1 g 4 WARPED SECTION D-D > BARS S E SURFACE CO WELD 1'-9 " BEFV BAPS B-1 GALV. a 6" C- GALV. WELD ALL MCI. I/R X 4" STUD SHEAR SECTION C-C CONNECTOR TO COLLAR. ADECREASE To 1" WHEN INLET IS USED SECTION E-E WITH MEDIANS. WARPED GUTTER APPROACH GUTTER I I „ I WEEPHOLE I/. 1 L 21/ "%2�"Xl/4" FLOW + F o BARS A-1 F SEE NOTE 8 a f pLATES �•, GPLVVMNIZLu I I 1 -I o w o, e - I BARS A _ SLOPE OF a i 1 BARS ■ ' C-C SURFACER FOR USE ON GRADES w OAR' C-C a 1 I I$/ 'X4" STUD L Z U l B° C C 4 •`(" W�ELDAREDCONON.AR�' DI-2C I'~~"I BARS F P NON a 2' C-C TYPE A WARSURFACE TYPE B Flow i r FLOW „ L-TSEE NOTE 5 NOSE DETAILS 2'-3" TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. TYPE B NOSE DETAIL SHALL BE USED WITH CC-e STANDARD. GALVANIZED PLATE FOR TYPE A TO BE B T ON AN ANGLE FOR USE IN SAGS SECTION Al SHEAR CONNECTORSOBE ANCHORED WELDED TO BENWITPL,�EXAT STUD BOTH SIDES TD BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1. ROAD AND C. BRID�TADARDS STANDARD CURB DROP INLET SPECIFICATIONRE SHEET 1 OF 2 REVISION DATE 1211 - 2411 PIPE( MAXIMUM DEPTH (H) - 9' 233 104.03 VNGXIA DEPARTMENT OF TRANSPORTATION 3D2 DI-2AA 2BB, 2CC PLAN VIEW U SECTION THROUGH ELEVATION XVE= ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 104.05 EX. WATER OR STORM PIPE ii CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE A AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER. q. I NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MN. COVER MAXIMUM DEPTH M) TO BE 20'. FOR DEPTHS OF 2". LESS THAN W (USE STANDARD DI-2A 2B OR 2C. 10 ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL 2. THE "H" DIMENSION SHOWN ON THE STANDARDS OPENINGS BY 2". AL SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE 11. CAST -IN- PLACE CONCRETE IS TO BE CLASS A3 TOP OF THE STRUCTURE. PLAN "Hill DIMENSIONS (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL 12. LENGTH OF SLOT (U WILL. IN EVERY CASE, BE BE DETERMINED BY THE CONTRACTOR FROM FIELD SHOWN ON PLANS. CONDITIONS. 13. THIS STANDARD IS INTENDED FOR USE N CURB 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO AND CUTTER SITUATIONS ONLY. BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL 14. IF OPTIONAL CONSTRUCTION JOINT IS USED IT IS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE TO BE KEYED. ALL SPLICES IN BARS V TO BE UD INCLUDED IN THE BID PRICE FOR THE STRUCTURE. A MINIMUM OF 40 DIAMETERS (20'0. 15. FOR PLAN VIEW OF INLET SEE STANDARD DI-2A. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 28. 2C. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE 71E INVERT OF THE STRUCTURE SHALL BE SHAREi) 16. FOR DESCRIPTION AND LOCATION OF DIMENSION L WITH CEMENT MORTAR TO PREVENT STARING OR SEE SHIEST 104.03. PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED SEE SHEET 104.04. IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED. FOR DETAILS SEE 18. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF EACH TYPE. FOR INLETS OF GREATER DEPTHS (LOTH STANDARD ST-1. (H) OR LONGER SLOTS (U INCREMENTS SHOWN 6. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE, PER FOOT MUST BE ADDED. THE AMOUNT OF CONCRETE AND STEEL DISPLACED BY PIPES MUST 7. a4 X 6" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRITE QUANTITIES. E. C-C TO BE RACED IN ALL AREAS ADJACENT TO 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, ABUTTING CONCRETE TO PREVENT SETTLEMENT. COLLAR AND GRATE DROPPED GUTTER LINE, AND IN LEU OF DOWELS A 2" X 4" NOTCH MAY BE REINFORCING AND SYRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T-DI-3, 4 FOR DETAILED SEE STANDARD I ALTERNATE DESIGN. 8. 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH I/" MESH OR GALVANIZED STEEL WIRE, MINIMUM W11E DIAMETER 0.03" NUMBER 4 MESH HARDWARE CLOTH ANCHIRED FIRMLY TO THE THE OUTSIDE OF STRUCTURE. APPROXIMATE GUANTITES FOR MNIMUN W DEPTH INLET TYPE DIMENSION L SEE NOTE 16 REINFORCING STEEL CONCRETE DI- Lin. FL Lbs. Cu. Yde. 2M 2'4'-2" 609 2.77 2BB -0" 647 3.06 2CC W-0" 1 685 3.38 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH (B) ME. OR SLOT LENGTH W H L CONCRETE STEEL CONCRETE STEEL Cu. Vale. Lbe. Cu. Yale. Lbs. 0.28 64 - - 0.28 64 0.16 17 0.28 64 0.15 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 BARS H BARS HI BARS V NO REO'0. LENGTH NO REO'D. LENGTH NO REQ'D. LENGTH (1.5H+1)+8 3'-2" (1.5H+1)+8 3'-3" 1 36 IHI STANDARD CURB DROP INLET 12" - 24" PIPE) DEPTH (H) - W TO 20' VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 233 302 yA CLASS"C" CONCRETE ENCASEMENT PIPE ONE LENGTH MIN. CONCRETE ENCASEMENT DETAIL NOT TO SCALE TEST PIT (TO BE HAND DUG EX. WATER C R STORM PIPE A, < e s SECTION A -A ADJUSTMENTT EXTEND BEYOND LIMITS INISHED GRADE OF CONFLICTS (3' MIN., EACH SIDE, CHECK LOCALSTANDARDS). TILITY CONFLICT 1.5' MIN. CLEARANCE- �- - MAIN / `elf 1 SEE NOTE 4 WATERLINE ADJUSTMENT WATERLINE USING FITTINGS~ ADJUSTMENT (VERTICAL USING DEFLECTION BENDS) (SEE AT PIPE JOINTS NOTES: 3) (SEE NOTE 4) 1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS. 2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT. 3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED. 4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS) WATERLINE ADJUSTMENT DETAIL NOT TO SCALE CG-9D A Rb�S WIDTH OF EN pR/%Gly 8 0 EXPANSION k 'RC 4I.f0 SnME EWq(k O EXISTING OR PROPOSED C SIDEWALK OR SIDEWALK SPACE / CURB INC EXPANSION JOINT Z ENTRANCE C FLOW LINE ENTRANCE WIDTH EXPANSION JOINT DESIRABLE MINIMUM Is - ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT V A� HALF PLAN UNPAVED I SIDEWALK SPACE WIDTH OF F T�I d' LINTS OF PEDESTRIAN ® _ _ _ _! ® LIMITS OF PEDESTRIAN AC ESS ROVTE ACCESS ROUTE i UNPAVED SPACE NON-TRAVERSABL UNPAVED SPACE 3 ¢ w WIDTH HCE r w R u Q V L RI N N-TRAVERS L LIMITS OF PEDEST i ACCESS ROUTE CESS ROUTE W I PEDESTRIAN ACCESS ROUTE DETAILS WITH & z WITHOUT UPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS P-3" OF PEDESTRIAN ACCESS ROUTE 91 EXTEND BEYOND EXISTING 15" OR PROPOSED VDOT RIGHT -OF WAY. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE. FIRM PAIL SLIP RESISTANT . p, • e. ' M' PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A '• FACILITY THAT CAN BE APPROACHED. ENTERED ML • C. • E. E. USED BY PEDESTRIANS. Fit ! IF PEDESTRIAN ACCESS ROUTES ARE BEING -B-B PROVIDED.MINIMUMIS EDWITH A MAX.2Y CROSSSLOPE. SECTION WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. A CURVE • a. e n. NORMAL GUTTER ® - ® Z x . •li. •�. •c. T010X CHANGE Z • e•' - I:. •e'. ^. •n. q•q•go- XHOX - - evoggbee4q:e o-4 Ste.o ?e see seal sag os RI :t b' fill AGGREGATE BASE cLAss a3 (N.Es.1 case SECTION C-C TYPE ISIZE 216 5'•O" 5'•0" ®POINT OF GRADE CHANGE 72Y. MA%. SLOPE FOR CURB AND GUTTER ONLY NX • ti. x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS , e ' ,>. • e FOR SIDEWALK CURD AND GUTTER x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND BUILT CONCURRENTLY 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A SECTION D-D `VDOT /� SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER REFERENCE SHEET 1 OF 1 REVISION DATE 502 203.03 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION U O = s r IY d (1 ao z WGT(b!te�4a, Lzaf(zF.'O9.tiWm'-AC-�avJ.1,I �aU((>mAz��mWr�ImoazO(�taoMD:l•J1 l Z=JaJ3aaK>�iaa�aiUa�(o<O =2w❑teaJFamJw3uJi O L_w2m tiW❑vJaaz}22i ad= gSL,41 -acU W> z< ,COz 09 141 g zzW=5 ooWoo- %60=a=m=0Z2wowa0zw M *o. e. Wo a Y Q.W�o wzamz o°OWg<mw mzzzza mz w3 € rd� rn PEVISIONS REV DATE COMMENT BY 1 10Y26/18 ADDRESS COUNTY COMMENTS Rom, 2 1/31l19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS Rom, 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. Its the law. PROJECT ND.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: N/A CAD I.D.: SD4 PROJECT: ROAD T�rH-4v IMPROVEMENT ]PLAN FOR BROOKIIII_,L SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA aL C 1l J.i LElid ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 C: 9/17/2020 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: H:\l5\V153=0' W1NG51 $E(SlWE ON1VOA IMPROVEMfMPLAN-$NMIANOERSLREEI\V152pW. .ONTPRINTEDBY:JNIM 9.1730@M17AM MASTSAVEDBY:JNICE G C D I � A R8-3 NO PARKING -Reduce spacing 50% for 24", 36" & 48" sizes. *Recommend square shape for 36" and 48" saes, A B C D E F G H J K L 18 24 .375 .625 7 4 D 3 3 C 3.5 6,938 1.5 24 30 -375 .625 725 6 D 4.5 5 C 5.188 1(M 25 15 36 36 .625 .875 75 SO 6 7 C 6J375 14.25 Z25 48 48 .75 1.25 10.5 10 D 8 9 C 6.625 18.313 3 COLORS: LEGEND - RED (RETROREFLECTIVE) BACKGROUND- WHITE (RETROREFLECTIVE) 1-103 GENERAL NOTES AND DESIGN SPECIFICATIONS DESIGN SPECIFICATIONS: 1) VDOT ROAD AND BRIDGE SPECIFICATIONS (Current Edit(on) 2) AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS, 6TH EDITION. 3) VDOT ROAD AND BRIDGE STANDARDS (Current Etlltion) DESIGN CRITERIA: 4) WIND: 25 YEAR RECURRENCE INTERVAL: 120 MPH 5) HISTORICAL MARKER SUPPORT ASSEMBLY: a. ROUND HSS 3XO.I88 MARKER POST (GALV.) b. SEE DETAILS FOR MOUNTING HEIGHT 6) WATER TABLE BELOW BOTTOM OF FOUNDATION 7) BEARING CAPACITY: 1500 PSF 8l SOL FRICTION ANGLE: 24 DEG. 9l SOIL DENSITY: 120 PSF 101 FOUNDATION FACTOR OF SAFETY of GLOBAL STABILITY0.3 bl OVERTURNING:1.5 cl TORSION:2.0 CONCRETE: 11) CONCRETE FOUNDATION SHALL BE CLASS A3 IN ACCORDANCE WITH VDOT SPECIFICATION 221 OR A PREAPPROVED BAG MIX FROM THE DEPARTMENT'S APPROVED LIST NO. 31. 12) WELDED WIRE FABRIC SHALL CONFORM TO VDOT SPECIFICATIONS 223. STRUCTURAL STEEL: 13) ALL STRUCTURAL STEEL SHALL COMPLY WITH VDOT SPECIFICATIONS AND THE FOLLOWING: a. PLATES ASTM A36 b. POST ASTM A500 CR B c. BOLTS ASTM A325 SAE J429 GRADE 5. ZINC COATED a. NUTS A563 e. WASHERS F436 f. WELDS FEXX = 70 KSI FILLET WELD IN ACCORDANCE WITH VDOT SPECIFICATIONS AND AWS 01.1 (FOR REPAIR WORK ONLY) 14) HOT -DIP GALVANIZE AFTER FABRICATION ALL COMPONENTS (EXCEPT MARKER) N ACCORDANCE WITH VDOT SPECIFICATION SECTION 233. FOUNDATION NOTES: 15) DETERMINE IF IN -SITU SOIL IS SAND OR CLAY BY VISUAL ANALYSIS IN ACCORDANCE WITH ASTM D2488. 16) CONFIRM THAT THE WATER TABLE IS BELOW THE BOTTOM OF THE FOUNDATION. 17) CONFER WITH ENGINEER FOR MITIGATING SUBSTANDARD SOIL / SITE 18) CONFIRM SLOPE OF GRADE AT SITE OF INSTALLATION IS LESS THAN 3:1. 19) PROVIDE DRILLED SHAFT FOUNDATION PER DETAILS THIS SHEET IN CONFORMANCE WITH VDOT SPECIFICATIONS. 20) F FOUNDATION IN SIDEWALK. TOP OF FOUNDATION SHALL BE FINISHED FLUSH WITH TOP OF SIDEWALK CONCRETE. ALL OTHER LOCATIONS SHALL BE AT LEAST I' ABOVE EXIST. GRADE AND A MAXIMUM OF 8' ABOVE EXISTING GRADE. SIGN LOCATION / CLEAR ZONE: (21) HISTORICAL MARKERS SHALL BE LOCATED OUTSIDE THE VEHICULAR CLEAR ZONE IN ACCORDANCE WITH APPENDIX A OF THE ROAD DESIGN MANUAL. (22) GEOMETRIC DESIGN FOR MARKER PULL -OFFS SHALL BE DESIGNED IN ACCORDANCE WITH THE ROAD DESIGN MANUAL SECTION 2E-39 (23) OFF STREET PARKING. WHERE PROVIDED, SHALL BE DESIGNED IN ACCORDANCE WITH APPENDIX C OF THE ROAD DESIGN MANUAL. POWDER COATING GALVANIZED STEEL ELEMENTS THIS WORK CONSISTS OF SURFACE PREPARATION AND APPLICATION OF POWDER COATING OVER GALVANIZED METAL ELEMENTS AND HARDWARE IN SHOP FACILITIES AS SHOWN IN SPECIFICATIONS. PLANS OR AS DIRECTED BY THE ENGINEER. THE POWDER COAT SHALL BE BLACK IN COLOR AND SHALL MATCH FEDERAL STANDARD 595-27038. PRIOR TO THE GALVANIZING OPERATION. THE POWDER COATING APPLICATOR SHALL IDENTIFY TO THE GALVANIZER ALL SURFACES RECEIVING POWDER COATING AFTER GALVANIZING TO ENSURE THAT THE GALVANIZING METHOD USED ON THESE ASSEMBLIES IS COMPATIBLE WITH SUBSEQUENT APPLICATION OF A POWDER COATING. ALL SURFACES OR ASSEMBLIES RECEIVING POWDER COATING SHALL NOT BE WATER -QUENCHED, NOR RECEIVE A CHROMATE CONVERSION COATING AFTER THE GALVANIZING PROCESS. AFTER SURFACE PREPARATION ALL COMPONENTS RECEIVING POWDER COATING SHALL BE SUFFICIENTLY PREHEATED TO PREVENT PIN HOLES FROM FORMING IN THE POLYESTER POWDER THE COATING SHALL BE APPLIED AT A CURED FILM THICKNESS OF 7 +/- 2 MILS IN ACCORDANCE WITH THE POWDER COATING MANUFACTURER S RECOMMENDATIONS. THE APPLIED FILM THICKNESS OF THE POLYESTER POWDER SHALL BE MEASURED IN ACCORDANCE WITH ASTM D 7091. THERE WILL BE NO SEPARATE MEASUREMENT AND PAYMENT FOR POWDER COATING APPLICATION TO STEEL ELEMENTS. ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, SUBMITTAL INFORMATION, QUALITY CONTROL TESTING AND INCIDENTALS NECESSARY TO COMPLETE THE POWDER COATING WORK SHALL BE INCLUDED IN THE COST OF THE SIGN. NON -BREAKAWAY HISTORICAL MARKERS SHALL BE LOCATED OUTSIDE OF THE VEHICULAR CLEAR ZONE HISTORICAL MARKER FOUNDATION NOTES B A STOP 'Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 Z75 24 .625 8 Be 4 10 30 .75 10 10 C 5 125 36 875 12 12 C 6 15 48 125 16 16 C 8 20 COLORS LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 43" 40" HEIGHT x 43" WIDTH MAXIMUM CAST ALUMINUM HISTORIC MARKER PANEL 3' " I.D. MARKER So�EVE. CONNECT PROVIDED SETT SCREWS TIGHTENED TO SNUG FT CON ITION. V CHAMFER ALL MOUND (TYPICAL) FOUNDATION STUB POST (G V.) c 1 I �L DIF SPEE LIMIT 5 0H' R2-1 SPEED LIMIT (ENGLISH) Optically space numerals about centerline A B C D E F G H J K L 18 24 .375 .625 3 3 E 2 BE 7.188 5.5 1.5 24 30 .375 .625 4 4 E 2 10 E 9.563 Z313 1.5 36 48 .625 875 6 6 E 5 14 E 14.375 11 225 48 60 .75 125 8 BE 6 16 E 19125 14.625 3 COLORS: LEGEND - BLACK BACKGROUND- WHITE (RETROREFLECTIVE) 1.10 SIGN BUFFER WIITHIN AACCESSIBLE ADJACENT STRIP ROUTE _ ACCESSIBLE ROUTE _ -SEE GENERAL NOTES 21 - 23 FOR SIGN IN URBAN SETTINGS WHERE I I c LOCATION ORIENTATION SIGN MUST BE PLACED IN I r AND CLEAA ZONE SIDEWALK SIGN SHALL BE POSITIONED PARALLEL AND I RECOMMENDED LOCATED AS L SE AS C p POSSIBLE TO THE BACK PAR L pL E ORIENTATION EDGE OF THE ACCESSIBLE t I WHERE SUFFICIENT SEE DETAIL NOTES ROUTE. R-O-W DOES NOT EXIST FOR (RIGHT) uo INALL CASES, THE MINIMUM FOR PLACEMENT PERPENDICULAR I ORIENTATION IN SIDEWALK 41 WIDTH ADA ACCESSIBLE SHALL I ROUTE BE MAINTAINED - RECOMMENDED N - e - i;;l,?;!;ck DI AR IillilORIENTATION v - .. n n ;1i; "-'--'- WHERE SUFFICIENT 0 z R- - EXISTS O W E S S 1h l 01 FINISH GRADE cot I Sri;.'.i: I - iEi'r .. I 53 p ° ROADWAY C6G STRip R SDEWALK I 7' RECOMMENDED CLEAR ZONE FOR SIDEWALKS T REQUIRED CLEAR ZONE FOR SHARED USE PATHS MARKER STRUCTURE ELEVATION DETAIL - NOT TO SCALE MATCH SLOPE OF --V- FINISH GRADE SEE NOTE 20 3" CLEAR SLOPE ON FINISH GRADE (6-MW5.5X5.5 A A g NOT REQUIRED GROUND MARKER STRUCTURE FOUNDATION ENLARGED FOUNDATION DETAIL SECTION VIEW- NOT TO SCALE OPTNNORADACENADCTUREWHIJTOSIEWALKK PLAN VIEW - NOT TO SCALE MARKER STRUCTURE FOUNDATION SECTION A - A DETAIL PLAN VIEW - NOT TO SCALE LAPPED HISTORICAL MARKER FOUNDATION DETAIL NON -BREAKAWAY HISTORICAL MARKERS SHALL BE LOCATED OUTSIDE OF THE VEHICULAR CLEAR ZONE Pale 16 Table 213-1. Regulatory Sign and Plaque Sizes (Sheet 1 of 4) 2009 Edition Signor Plaque Des glna0on Section Conventional Road Expressway Freeway Minimum Oversized Single Lane Multi- Lane Stop R1-1 2B.05 30 x 30' 36 x 38 36 x 36 - 30 x 30' 48 x 48 Yield R1-2 2B.OB 36x36x36- 4Bx48x48 4Bx48x48 60x6Ox6O 3Ox3Ox30' - To Oncoming Traffic (plaque) RI-2aP 28.10 24 x 18 24 x 18 36 x 30 48 x 36 24 x 18 All Way Way (plaque) RI-3P 2B.05 18 x 6 18 x 6 - - - 30 x 12 Yield Here to Pads RI-5 28.11 - 36 x 36 - - - 36 x 36 Yield Here to Pedestrians Rl-5a 2B.11 - 36 x 4B - - - 36 x 48 Stop Here for Pods RI-5b 2B.11 - 36 x 36 - - - 36 x 36 Stop Here for Pedestrians R1-5c 2B.11 - 36 z 48 - - - 36 x 48 In -Street Ped Crossing R1-6,63 2B.12 12 x 36 12 x 36 - - - - Overhead Ped Crossing R1-9,9a 2BA2 90 x 24 90 x 24 - - - - Except Right Turn (plaque) R1-1OP 2BO5 24 x 18 24 x 18 - - - - Speed Limit R2-1 26.13 24 x 30' 30 x 36 36 x 48 48 x 60 18 x 24' 30 x 36 Truck Speed Limit (plaque) R2-2P 28.14 24 x 24 24 x 24 36 x 36 48 x 48 - 36 x 36 Night Speed Limit (plaque) Fl 2B.15 24 x 24 24 x 24 36 x 36 48 x 48 - 36 x 36 Minimum Speed Limit (plaque) R2-4P 2B.16 24 x 30 24 x 30 36 x 48 48 x 60 - 36 x 48 Combined Speed Limit R2-4a 2B.16 24 x 48 24 x 48 36 x 72 48 x 96 - 36 x 72 Unless Otherwise Posted (plaque) R2.5P 28.13 24 x 18 24 x 18 - - - Citywide (plaque) (plaque) R2-5aP 28.13 24 x 6 24 x 6 - - - Neighborhood (plaque) (plaque) Fill 2B.13 24 x 6 24 x 6 - - - - Residential (plaque) R2-5cP 26.13 24 x 6 24 x 6 - - - - Fines Higher (plaque) R2.6P 28.17 24 x 18 24 x 18 36 x24 48 x 36 - 36 x 24 Fines Double (plaque) R2-6aP 28.17 24 x 18 24 x 18 36 x 24 48 x 36 - 36 x 24 SXX Fine (plaque) R2-6bP 2B.17 24 x 18 24 x 18 36 x 24 48 x 36 - 36 x 24 Begin Higher Fines Zone R2-10 28.17 24 x 30 24 x 30 36 x 48 48 x 60 - 36 x 48 End Higher Fines Zone R2-11 26.17 24 x 30 24 x 30 36 x 48 48 x 60 - 36 x 48 Movement Prohibition 1`13-1,2,3,4,18,27 28.18 24 x 24' 36 x 36 36 x 36 - - 48 x 48 Mandatory Movement Lane Control 193-5.5a 2B.20 30 x 36 30 x 36 - - - - Left Lane (plaque) R3-5bP 2B.20 30 x 12 30 x 12 HOV 2+ (plaque) R3-5cP 28.20 24 x 12 24 x 12 Taxi Lane (plaque) R3.5dP 28.20 30 x 12 30 x 12 Center Lane (plaque) R3-5eP 28.20 1 30 x 12 30 x 12 - - - - Right Lane (plaque) R3-51P 2B.20 30 x 12 30 x 12 - - - - Bus Lane (plaque) R3-5gP 2B.20 30 x 12 30 x 12 - - Optional Movement Lane Control R3-6 2B.21 30 x 36 30 x 36 Rigght (Left) Lane Must 'I'm Right (Left) R3-7 28,20 30 x 30' 36 x 36 - - - - Advance Intersection Lane Control R3-8,8a,Bb 2B.22 Vanes x 30 Varies x30 - Varies x 36 Two -Way Left Turn Only (overhead) R3-9a 2B.24 30 x 36 30 x 36 - - - - Two -Way Left Turn Only (post -mounted) R3-9b 2B,24 24 x 36 24 x 36 - - - 36 x 48 BEGIN R3-9cP 2B.25 30 x 12 30 x 12 - - - - END R3-9dP 2B.25 30 x 12 30 x 12 - - - - Reversible Lane Control (symbol) ll 2B.26 108 x 48 108 x 48 - - - - Reversible Lane Control (post -mounted) R3-91! 2B.26 30 x 42' 36 x 54 - Advance Reversible Lane Control Transition Signing R3-9g,9h 28.28 108 x 38 108 x 38 - - - - End Reverse Lane R3-9i 2B.26 108 x 48 108 x 48 - - - - Begin Right (Left) Turn Lane R3-20 29.20 24 x 36 24 x 36 - - - - All Turns (U Turn) Irom Right Lane R3-23,23a 2B.27 60 x 36 60 x 36 - - - All Turns Tums (U Turn) with arrow R3.24,24b, 25,25b,26a 2B.27 72 x 18 72 x 18 - - - - U and Left Turns with arrow R3-24a,25a,26 2B.27 60 x 24 60 x 24 - - - - Right Lane Must Exit R333 28.23 - - 78 x 36 78 x 36 - - Sect. 2B.03 December 2009 Pace 49 2009 Edition Table 213-1. Regulatory Sign and Plaque Sizes (Sheet 3 of 4) Sign or Plaque Sign Designation Section Conventional Road Expressway Freeway Minimum Oversized Sin le Lane Multi- Lane Emergency Snow Route 197-203 2B.46 18 x 24 18 x 24 - - - 24 x 30 No Perking on Pavement R8-1 28.46 24 x 30 24 x 30 38 x 48 48 x 60 - 36 x 48 No Parking Except on Shoulder R8-2 2B.46 24 x 30 24 x 30 36 x 48 48 x 60 - 36 x 48 No Parking (symbol) R8-3 2B.46 24 x 24' 30 x 30 36 x 36 48 x 48 12 x 12' 36 x 36 No Parking R8-3a 2B.46 24 x 30 24 x 30 36 x 36 48 x 48 18 x 24 36 x 36 Except Sundays and Holidays (plaque) R8.3bP 2B.46 24 x 18 24 x 18 - - 12 x 9 30 x 24 On Pavement (plaque) R8-3cP 28.46 24 x 18 24 x 18 - - 12 x 9 30 x 24 On Bridge (plaque) RB-3dP 2B.46 24 x 18 24 x 18 - - 12 x 9 30 x 24 On Tracks (plaque) R8-3eP 28.46 12 x 9 12 x 9 - - - 30 x 24 Except on Shoulder (plaque) R8-3fP 2B.46 24 x 16 24 x 18 - - 12 x 9 30 x 24 Loading Zone (plaque) R8-3gP 28.46 24 x 18 24 x 18 - - 12 x 9 30 x 24 Times of Day (plaque) R8-3hP 2B.45 24 x 18 24 x 18 - - 12 x 9 30 x 24 Emergency Parking Only R84 2BA9 30 x 24 30 x 24 30 x 24 48 x 36 - 48 x 36 No Stopping on Pavement RS-5 28.46 24 x 30 24 x 30 36 x 48 48 x 60 - 36 x 48 No Stopping Except on Shoulder R8-6 28.46 24 x 30 24 x 30 36 x 48 48 x 60 - 36 x 48 Emergency Stopping Only R8-7 WAS 30 x 24 30 x 24 48 x 36 48 x 36 - 48 x 36 Walk on Left Facing Traffic R9-1 2B.50 18 x 24 18 x 24 - - Cross Only at Crosswalks R9.2 28.51 12 x 18 12 x 18 - - - - No Pedestrian Crossing (symbol) R9-3 2B.51 18 x 18 18 x 18 24 x 24 30 x 30 - 30 x 30 No Pedestrian Crossing R93a 2B.51 12 x 18 12 x 18 Use Crosswalk (plaque) R9-31bP 2B.51 18 x 12 18 x 12 - - - - No Hitchhiking (symbol) R9.4 2B.50 18 x 18 18 x 18 - - - 24 x 24 No Hitchhiking R94a 26.50 18 x 24 18 x 24 - - 12 x 18 - No Skaters 119-13 1 2B.39 18 x 18 1 18 x 18 24 x 24 30 x 30 - 30 x 30 No Equestrians R9-14 2B.39 18 x 18 18 x 18 24 x 24 30 x 30 - 30 x 30 Cross Only On Green Rio-i 26.52 12 x 18 12 x 18 - - - - Pedestrian Signs and Plaques R10-2' 3,3b,3c,3d,4 2B.52 9 x 12 9 x 12 Pedestrian Signs R10-3a,3e,31, 3g.3h,3i,4a 2B.52 9 X 15 9 X /5 - - - - Left on Green Array Only R10-5 2B.53 30 x 36 30 x 36 48 x 60 - 24 x 30 48 x 60 Stop Here on Red R10-6 28.53 24 x 36 24 x 36 - - - 36 x 48 Stop Here on Red R1 O-6a 2B.53 24 x 30 24 x 30 - - - 36 x 42 Do Not Block Intersection R10-7 28.53 24 x 30 24 x 30 - - - - Use Lane with Green Arrow R10-8 2B.53 36 x 42 36 x 42 36 x 42 - - 60 x 72 Left (Right) Turn Signal R10-10 2B.53 30 x 36 30 x 36 No Turn on Red R10-11 2B.54 24 x 30' 36 x 48 - - - 36 x 48 No Turn on Red R10-1la 2B.54 30x36' 36x48 - - - - No Turn on Red R10-11 b 2B.54 36 x 36 36 x 36 - - - - No Turn on Red Except From Right Lane R10-11c 2B.54 30 x 42 30 x 42 - - - - No Turn on Red From This Lane R10-1ld 2B.54 30 x 42 30 x 42 - - - - Left Turn Yield on Green RID-12 2B.53 30 x 36 30 x 36 - - - - Emergency Signal R10.13 2B.53 42 x 30 42 x 30 - - - - Emergency Stop on Flesh)ng R R10-14 2B.53 36 x 42 36 x 42 - - - - Emergency Signal - Stop on Flashing Retl (overhead) R70-14a 28.53 60 x 24 60 x 24 Turning Vehicles Yield to Peds R10-15 2B.53 30 x 30 30 x 30 - - - - U-Turn Yield to Right Turn R10-16 2B.53 30 x 36 30 x 36 - - - - Right on Red Arrow After Stop 810-17a 2B.54 36 x 48 36 x 48 - - - - Traffic Laws Photo Enforced RIO-18 2B.55 36 x 24 36 x 24 1 48 x 30 1 54 x 36 - 54 x 36 Photo Enforced (symbol plaque) R10-19P 2B.55 24 x 12 24 x 12 38 x 18 48 x 24 - 48 x 24 Photo Enforced (plaque) R10-19aP 2B.55 24 x 18 24 x 18 36 x 30 48 x 36 - 48 x 36 MON-sFRI !a ue and times) 311ne g10.20eP 2B.53 24 x 24 24,24 - - - - Sect. 28.03 December 2009 U�4o s 0 da U400, pp, Z ❑ da zwo'oLL y ZUP, 20 FLLLL� W'dw' waZa�g g 74 (eUa�m❑ g z�m w ❑ ',L��''111�l�-'JAI n4, F., W a❑ z a o gza O z c Wxm4Jzu J Z WOW a0rr0w ti bra fx a°W W L1+ C n 0O O a > LL z 3o w� c wZaZ}EW c7 N z � M Ne 'o 23 t O <w000wc o a�i3 m32222 >w MZai C A - ro PEVIISIIONS REV DATE COMMENT BY 1 10Y26/18 ADDRESS COUNTY COMMENTS Rom, 2 1/31l19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS Rom, 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. Its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: N/A CAD I.D.: SD4 PROJECT: ROAD IMPROV]EM[]ENT PLAN FOR BROOI BILL SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA r a ENGINEERING I BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 Lic. No. 0402056625 9/17/2020 SHEET TITLE: SIGN JTE)ETAILS SHEET NUMBER: C-904 HMSV152=01 WNGSIPV sEBf$EC 014lVOA IMPROVEMfMPUw-$NMIANOERSLREEnV152pW. .O PRIMEDBY:JNIM 9A7_Z)@ M17AM(ASTGAVEOBY:JNICE JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT [IF WAY. VARIES - •-ID't I 01� WATER SEWER A 0 s LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS- WATER OR SEWER ONLY - BD' MINIMUM WATER & SEWER 30' MINIMUM ■ SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 FINISHED GRADE ITI=f fT=1T 1=1=T11=1TI=T fT=TT T TI=Z= ' a TRENCH REDUCER Ir . a a 2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - 8 - __ - - - - - - - - - - - - - - UNDISTURBED SOIL $ 18"MN, PROFILE VIEW UNDISTURBED SOIL -EDGE 24' MN --- OF TRENCH - a '----- - - - - - - - - - - - .�----------- Ad REDUCER .• / 8" MN a' -< 2500 P.S.I. CONCRETE THRUST BLOCK-► ° g' MN , , . - - - - - - - - - - - - - - - - --i -i- - - - - - - - - - - UNDISTURBED SOIL - EDGE 4 T OF TRENCH » ° 24' MN NOTES: PAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS, 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95X COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL,- ACKFILL 4JMI e B" MIN MIN. #68 STONE ACSAAS >,,. :`�-§'!F!i:= \ STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO IV (270-) 7 CU. 18"-22" ALVE BOX jj68 STONE �,','� 6" GATE 42"MIN •"1 VALVE • I.; 8"X6" TEE 2500 P.S.I. CONCRETEr BASE AND 7HRUST '� I1 ''j!�• BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG. W-4 TD-8 FOR ALL BENDS __--- mo ;>// ' �Q' • G WIDEN TRENC ACCOMMODAI ANCHOR IF REQUIRED. BEDDING AS REQUIRED 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CUND. (FEET) CU.YD. BEND L. H T L H T 90 250 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.86 3.16 3.21 0.48 45 2.66 2.88 2.77 0.26 8 221/2 1.66 2.16 2.69 0.13 3.16 2.91 266 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 L83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS MG. W-3 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II u I -I -_-- M.J. GATE VALVE WATER ri Il h 1 I rl N h. LINE 2500 P.S.I. CONCRETE 8 e 2'x 2' BEARING AREA. THRUST BLOCK ,4 Q, Q n . NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 - FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. /. / ON ALL PIPE 6" I� I 0 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 4" - B i'-9 2'-3 Y-8" 1'-2 2'-0' 1 1/4' 6" 2'-3 3'-0 2'-6 P-6 11 1/4- 10' 2'-9 S-9 z'-6' 2'-0 3'-0 2* 1Y S-0 4'-3. 3'-0' T-3" N-W 2" 16" 3'-6" 5'-8' 3'-3' S-0' 4'-e* 2 I/Y 4" - 6" X-8 S-0 2'-6' V-S Y-e* 1 1 4* 8" T-0 4'-3' 2'-6' 2'-V 3'-3" r ?2 1/2' 10" X-3" W-0 7-0 2'-9" S-9" 2" 12' 3'-9" 6'-3 3'-0 3'-6 4'-3 2' 18" V-0' 7'-6' 3' -- V-0" W-W 2 1/2" 4* - 6' X-0" W-0' Y-W S-3 S-3 2 i/4" 9' S-6' W-B 3'-0' 3'-8" 3'-9" 2 1 4" 45' 10' v 6 71- 3'-0" 4'-3" 6'-0 2 1/4' 12' S'-3 9'-0 3'-3' S'-0 5'-8" 2 1/Y 11--0 3'-9" 6'-0 7'-3' 2 1/2- CHART FOR UPPER VERTICAL BLOCKING 3" THREAD LARGER I.. -- C SECTION RQM BOLTS TO FACEHCENTER OF BLOCKS CHOR CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 GRADE AIR RELEASE VALVE � BRONZE GATE BRASS OR BRONZE PIPE „. SSOLIID CEMENT BLOCKS -COPPER SOFT TION STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS, 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-9 TD-20 6" NOTE: RESTRAINED JOINT FITTINGS. - - - - - - Side View 42" Minimum a '4 - I.IlI. Certification of 95% compaction required F114 ,I IQ 4 G. Galvanized Steel Beam, I I a W12 x 14 (min. size) \ .a 3' min. penetration into undisturbed 45' soli or as approved by the c I ACSA. / I I hLrr�4i v TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 EMBEDMENT 8"MIN SPRING LINE OF PIPE NO. 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 Uo = s 0 CJ E" Z Q0 O3 ❑ Ca zW<�oLL y ZUP, 20 FLLLL� xwazqaM3 g b ca �a$Faog 7.a ¢ua�m❑ g U W � a) W ❑ W Q❑ z Q o t "a W> aax g52 O `LM � =uizz> b 91 =�m g==a O z oEJE F� C3 •� = 0: Z WOW QOOW ti Mtn 0: maJZU JaW W a C n O o Q > LL z 3o w� d WZQMz} W �0 <wo°Owo W0 o W�111�� to 3: m3:2 22 >M Mzmzzza o M S A - M REVISIONS REV DATE COMMENT BY 1 10Y26/18 ADDRESS COUNTY COMMENTS Rom, 2 1/31l19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS Rom, 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. Its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: NTS CAD I.D.: OD4 PROJECT: ROAD IMPROVEMENT PLAN BROOK qq77 77 SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 16. L(DJl1L LJ_L�- R ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 C: 9/17/2020 4 SHEET TITLE: WATER AND SEWER UTILITY DETAILS SHEET NUMBER H:\15\V152=0�WINGSI $E(SIWE ON1VOA IMPROVEMfMPU-$NMIANOERSLR V152pW00,o PRIMEDBY:JNICE9:17"011:17HM L TSAVEDBY:DREAROON 4" DIAMETEI AND VALVE WATER ON-LINE (TYPE "B") J. PLUG THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP rj LUBRICATE ALL THREADS THRUST BLOCK tO METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES: VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 FRAME & COVER SEE FIG. S-1-D, E STREET SURFACE OR SLOPED AREA ---� i,iIYY V-W MAX 2'-0' RUBBER COATED STEEL STEPS e CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL V-0" MIN e .� THE DROP CONNECTION SHALL BE p" a DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR JFMIN BACKALLED WITH SELF -COMPACTING 16" MAX STONE. 5" 0 MINIMUM ELEVATION DIFFERENCE 72"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE e OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH p +" TRANSITION OF FLOW BETWEEN INLET & s' PROVIDED. OULET PIPE SHALL BE 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-1-C IU-ZB TD-19 FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA -'' STREET SURFACE OR NON -PAVED AREA V-0" MAX RUBBER COATED STEEL 3'-0' I, MIN STEPS CAST IN PLACE PRECAST REINFORCED 14� ° CONCRETE SECTIONS 12" MIN "0" RING SEALS A 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF 1 CONTRIBUTING --�'6=-- ' SEWER.' a 12 A FILLETED INVERT OR A SM00 • •�d TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A jzggEl� NE n L` ^E r� E ei Is E T11 N� t5 �. S E3ar'c aE of ZO cE0F o MM11 Ilna I✓F6} Ng Nu Ez NU LV LL N �o s' o i.. lyl °,t w c ❑ �Ey4 6 � \z Ev E E m �a� " �E vM� uu E vo$ 'nES `. O I I Z s B of o^ O E $ E m w pmp � m N m LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-31 TD-25 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. 4 SET DOGHOUSE BASE"+�•„ •" EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL •I MIN. 12" CLEARANCE BE PREFORMED BY '.! " BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE * ." OUTSIDE DIAMATER PLUS B". .. 12" THICK VDOT A, No. 68 STONE BEDDING B"x8"xl6" AND 4"x8"z16" SOLID CONCRETE BLOCKS CENTER W WALL (4 EACH)ACH) DOGHOUSE MANHOLE BASE IIIIII111111111111111......111111......111111............11111„ I, IIIIIIIIIIIII ill ll,lllllll, 1, l,lll ll lllllllllllll MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN EXISTING PIPE ON FIGURE S-1-A /AROUND WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRE4KLASE WRAP EXISTING PIPE WITH TO FLOW A MINNEOPRENE GASKET MATERIAL OF S BEYOND BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING E FOUNDATION SECTION VIEW i Illlllllllllllll,ll lu ll H,Illll l,lllll,lll Hll lllllilll,llllll, ll lllllll l,lullll,llllllllll......11l,llll,llll NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN UNE-n I SECTION SERVICE LATERAL LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 TD-26 (4) 1" (25mm) VIA HOLES ON 32 3//4" (834mm) DN 27 1/2" DLA BOLT CIRCLE. [f991 [38mm] 26 1/4" D01 7" �- [667mm] [178mm] 24" OA [606mm] �28 7/16' DA 6/6" [722mmI I [16mm] 36" DA _'ill a 26" [914mm] [660mm 1 1/2" FRAME SECTION 13/16" r [38mm] ( F [201 j 2" (51mm) (STEERS-� (RECESSED FLUSH) i. [25mm] PN , A Q 1 ,!r S [79mm] [1Emm] 2 1/8' 3 13/16" [97mm] 0 22 13/16" [5079 m] [54rrlm B 11/16" [17mm] 1 3/8" [35mm] 9/16" O.D. 1635mm] OF GKT GROOVE CAM BOLT I14mm] SECTION VIEW 1/4" (6mm) DA SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/16 X 5/6 X 1 1/2 IHy'ER SEW (2) CORED 1 5/6" �BLT PICKBAR9 [5mDm" I 2400 [41 mm ( HE% 5/8-1B1XZ 1/2 SS PART) 00901250 1 1/8" (29mm) DA BOSS [6mm 3rnm •63 DA. STAINLESS STEEL ROD PLAN VIEW 11 (2) WSHR 5/5 ID 1.50 DD SS PART$ 00981318 PICKBAR & LOCKLUG HOLE DETAIL NOTES: 2) NVF 5/8-11 2N NYLK 1. ALL MANHOLES 100 YEAR 9 OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME &COVER SITHN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. WATERTIGHT COVERS (2) NUT HX JAM 5/8-11 2N 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. PART/ 00981228 TYPICAL WATERTIGHT (SHE P � 9350 D MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG &- E DI-3AA,38B,3CC o4 Steps. See Net. 5.- i� A Optional Construction Joint � H J Z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW o CHANNEL 1/4" 1' MIN X7 i BRANCH 12" - 4 2„ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 NOTES Bars H 1. DEPTH OF INLET (IT) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. e 12" MINIMUM DEPTH (H) TO BE F-0". MAXIMUM COVER OF 2". c-c DEPTH TO BE 20'-0". FOR INLETS LESS THAN 3'USE STANDARD DI-3A, 38, 3C, 10, ALL REINFORCING STEEL TO BE CUT CLEAR OF W ALL OPENINGS BY 2". 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 MEASURED FROM THE INVERT OF THE OUTFALL (3000 PSI). PRECAST CONCRETE IS TO BE Bars HI PIPE TO THE TOP OF THE STRUCTURE. 4000 PSI. #5 B IT' c-c PLAN " L' DIMENSIONS ARE APPROXIMATE ONLY 8" 2'-B" 6" 4,-O„ SECTION A -A See Note. 19 a t FOR ESTIMATING PURPOSES AND THE ACTUAL 12. LENGTH OF SLOT (U WILL, IN EVERY CASE, BE DIMENSIONS SHALL BE DETERMINED BY THE SHOWN ON PLANS. CONTRACTOR FROM FIELD CONDITIONS. 13. WHEN INLET IS USED IN V MEDIAN BACK OF 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS INLET IS TO BE SHAPED TO CONFORM WITH TO BE SHAPED IN ACCORDANCE WITH STANDARD PROPOSED CURB. IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 14. IF OPTIONAL CONSTRUCTION JOINT IS USED IT IS INCLUDED IN THE BID PRICE FOR THE STRUCTURE. TO BE KEYED. ALL SPLICES IN BARS V TO BE A MINIMUM OF 40 DIAMETERS (20"). 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE 15. FOR PLAN VIEW OF INLET SEE STANDARD DI-3A. STRUCTURE, THE INVERT OF THE STRUCTURE 38, 3C. SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PENDING OF WATER 16. QUANTITIES SHOWN ARE FOR MINIMUM INLETS IN THE STRUCTURE. THE COST OF FURNISHING OF EACH TYPE. FOR INLETS OF GREATER DEPTH AND PLACING ALL MATERIALS INCIDENTAL TO (H) OR LONGER SLOT (U INCREMENTS SHOWN THE SHAPING IS TO BE INCLUDED IN THE BID PER FOOT MUST BE ADDED. THE AMOUNT OF PRICE FOR THE STRUCTURE. CONCRETE AND STEEL DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 5. STEPS ARE REQUIRED. FOR DETNLS SEE STANDARD ST-1. 17. FOR NUMBER OF BARS A-G REQUIRED AND S. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. LENGTHS SEE SHEET 104.10. Hardware cloth 7. * 4 X B" SMOOTH DOWELS AT APPROXIMATELY 18. FOR DESCRIPTION AND LOCATION OF DIMENSION 12" C-C TO BE PLACED IN ALL AREAS ADJACENT Subbase TO ABUTTING CONCRETE TO PREVENT L SEE SHEET 104.09. Weep Hole. SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" See Note 8, NOTCH MAY BE PROVIDED. SEE STANDARD 19. FOR ALL DETAILS. DIMENSIONS, AND T-DI-3, 4 FOR ALTERNATE DESIGN. REINFORCING STEEL ABOVE THIS LINE SEE 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO STANDARD 0I-3A, 38. 3C. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH /q" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03". NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. �1- #5 Bar H each corner 1- 95 Bar H1 each alternate corner SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BARS H BARSH1 I BARS V NO. REQ'D. LENGTH NO. LENGTH NO. REQ'D. LENGTH 4x(H-1) 1 Y-6" 1 4x(H-1) 1 Y-8" 1 36 1 H-T-4" APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET TYPE DIMENSION L SEE NOTE 18 REINFORCING STEEL CONCRETE OF Lin. Ft. Lbs. Cu. Yds. 3AA 2'-b" 452 3.14 3BB 4'-0.. 494 3.47 3CC 6'-O" 541 3.89 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH (H) AND/OR SLOT LENGTH (L) H L CONCRETE STEEL CONCRETE STEEL Cu. Yds. Lbs. Cu. Yds. Lbs. 0.317 54 - - D.317 54 0.22 23.5 0.317 54 0.22 23.5 ADON STANDARD CURB DROP INLET mE II 12" - 30" PIPE DEPTH (H) 8' TO 20' �2�33 L VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Uo = s 0 da U400,3 pp, z ❑ da zw0� y z U $ Q F LL LLoLL � xwagzqa�3 g =F¢oa 7.Q ¢Ua�m❑ g W C? �m w ❑ p4, ¢❑ z¢ oS 2 t I..t U aLL= gza S ^�W> i❑ ¢Gz O`L rWn �=uizz> =�m �zza o 0•� = J am : Z on ¢Pow ti �h0: m4JZU z° N1 w a n 0 K a a z 3o wz d wzaz>x W c7N uugzmxxx23 w t2 O <wo°OWg o (0iJ 3 GO 22 >w Dzmzzza o my� A - z rC� rn REVISIONS REV DATE COMMENT BY 1 10/26/18 ADDRESS COUNTY COMMENTS Rom, 2 1/31/19 ADDRESS COUNTY COMMENTS RTY 3 11107119 ADDRESS COUNTY COMMENTS Rom, 4 314/20 FOR APPROVAL RTY 5 4121/20 FOR APPROVAL RTY 6 9/17/2020 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. Its the law. PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 06/28/18 SCALE: NTS CAD I.D.: OD4 PROJECT: ROAD � IMPROV]EM[]ENT PLAN FOR BRF00][�HI L SECTION I SALAMANDER STREET LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 C_ 9/17/2020 4 SHEET TITLE: VVAT ER AND SEWER DETAILS SHEET NUMBER: C-9®6 H:\i SV15201*0RA`MNGBIPVW$E SECTION lVOA IMPROVEMfMPLAN-$NMIANOERS1R V152pW000o PRINTEDBY:JNICE s17Fe®11:17AM LASTSAVEDBY: DREAROON 1 U-32